Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
PRR 20-2788
Renee Basel From:Christina S. Trammell <Christina.Trammell@csklegal.com> Sent:Friday, May 1, 2020 12:41 PM To:Rita Taylor Cc:Daniel E. Levin; Lisa D. Dunn Subject:Claim No. 33-021284 (Martin O'Boyle; Commerce Group v. Brynnco Construction, LLC, et al.) CSK File: 3101.0181-00: Attachments:PRR - Bldg Dept Delray Beach.pdf \[NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.\] Good afternoon Ms. Taylor, I hope this email finds you well amidst all the craziness of this pandemic. Attached please find our request for public records. If possible, please advise as to any delays or issues relating to the current COVID-19 related restrictions so that I may update the attorney of record. Thank you and have a nice Friday! Christina S. Trammell Paralegal : | : Tel561-681-5525Fax561-683-8977 Christina.Trammell@csklegal.com Cole, Scott & Kissane P.A. 222 Lakeview Avenue, Suite 120 The Florida Law Firm West Palm Beach, Florida 33401 www.csklegal.com Confidentiality Notice: This communication is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§ 2510-2521. It is legally privileged (including attachments) and is intended only for the use of the individual(s) or entity(ies) to which it is addressed. It may contain information that is confidential, proprietary, privileged, and/or exempt from disclosure under applicable law. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please notify us so that we may take the appropriate action and avoid troubling you further. If you are not the intended recipient(s), please destroy this message, and any attachments, and notify the sender by return e-mail. Thank you for your cooperation. 1 Telephone (561) 383-9200 222 Lakeview Avenue, Suite 120 Facsimile (561) 683-8977 West Palm Beach, Florida 33401 Direct Line (561) 681-5525 Daniel.Levin@csklegal.com Christina.Trammell@csklegal.com Cole, Scott & Kissane www.csklegal.com Miami | Key West | West Palm Beach | Tampa | Fort Myers | Fort Lauderdale West | Naples | Jacksonville | Orlando | Pensacola | Bonita Springs | Fort Lauderdale East PUBLIC RECORDS REQUEST May 1, 2020 EMAIL: rtaylor@gulf-stream.org Rita Taylor, Town Clerk 100 Sea Road Gulfstream, FL 33483 RE: Martin O’Boyle; Commerce Group v. Brynnco Constr., LLC, et. al. Request re: 23 Hidden Harbor, Gulfstream, FL 33483 Permits: 18-00178905 & 17-00168971 Dear Sir or Madam: This firm represents Brynnco Construction, LLC. in the above-referenced matter. Pursuant to the Public Records Act, Chapter 119 of the Florida Statutes, I am writing to request the following: Any and all documents in the Building Department file pertaining to Permit Numbers 18- 00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner. Please include a copy of this correspondence with your response. We agree to pay the actual cost of duplication as defined in §119.07(1)(a). However, if you anticipate that in order to satisfy this request, "extensive use" of information technology resources or extensive clerical or supervisory assistance as defined in §119.07(1)(b) will be required, please provide a written estimate and justification. Should you require pre-payment, please email a pre-payment request to me. Otherwise, you may include the invoice with the records, and we will process for payment at that time. Telephone (561) 383-9200 222 Lakeview Avenue, Suite 120 Facsimile (561) 683-8977 West Palm Beach, Florida 33401 Direct Line (561) 681-5525 Daniel.Levin@csklegal.com Christina.Trammell@csklegal.com Cole, Scott & Kissane www.csklegal.com Miami | Key West | West Palm Beach | Tampa | Fort Myers | Fort Lauderdale West | Naples | Jacksonville | Orlando | Pensacola | Bonita Springs | Fort Lauderdale East Your time and assistance in this matter is greatly appreciated. If you have any questions, please do not hesitate to contact me. Sincerely, /s/ Christina Trammell Christina Trammell, FRP Paralegal for Attorney Dan Levin TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Delivered via e-mail May 1, 2020 Christina Trammell [mail to: Christina.Trammell@csklegal.com] Re: GS #2788 (Commerce Group v. Brynnco Construction LLC) Pursuant to the Public Records Act, Chapter 119 of the Florida Statute s, I am writing to request the following: Any and all documents in the Building Department file pertaining to Permit Numbers 18-00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner. Dear Christina Trammell [mail to: Christina.Trammell@csklegal.com]: The Town of Gulf Stream has received your public records request dated May 1, 2020. The original public records request can be found at the following link: http://www2.gulf-stream.org/weblink/0/doc/170995/Page1.aspx The Town of Gulf Stream is currently working on a number of incoming public records requests. The Town will use its very best efforts to further respond to your public records request in a reasonable amount of time. Sincerely, Reneé Rowan Basel As requested by Rita Taylor Town Clerk, Custodian of the Records Renee Basel From:Delray Beach Public Records Support <delraybeach@mycusthelp.net> Sent:Monday, June 1, 2020 5:04 PM To:Renee Basel Subject:\[Records Center\] City Public Records Request :: R002197-052020 \[NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.\] --- Please respond above this line --- 06/01/2020 RE: PUBLIC RECORDS REQUEST of May 20, 2020, Reference # R002197-052020 Dear Executive Assistant Renee' Basel, The City of Delray Beach Clerk’s Office received a public records request from you on May 20, 2020. Your request mentioned: “Any and all documents in the Building Department file pertaining to Permit Numbers 18-00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner.” The City of Delray Beach Clerk’s Office has reviewed its files and has located responsive records to your request. These records have been included in this correspondence. 1 Per our Building Dept.: "Per conversation with Ms. Basel all supporting documents have been copied and delivered to Gulfstream. Plans were sent to Delray Blueprint." If you have any questions, or wish to discuss this further, you may contact me at 561-243-7050. Sincerely, Don Moaratty Administrative/Records Management Assistant CITY OF DELRAY BEACH City Clerk’s Office To monitor the progress or update this request please log into the Public Records Center 2 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Delivered via e-mail June 1, 2020 Christina Trammell [mail to: Christina.Trammell@csklegal.com] Re: GS #2788 (Commerce Group v. Brynnco Construction LLC) Pursuant to the Public Records Act, Chapter 119 of the Florida Statutes, I am writing to request the following: Any and all documents in the Building Department file pertaining to Permit Numbers 18-00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner. Dear Christina Trammell [mail to: Christina.Trammell@csklegal.com]: The Town of Gulf Stream has received your public records request dated May 1, 2020. The original public records request can be found at the following link: http://www2.gulf-stream.org/weblink/0/doc/170995/Page1.aspx The Town now estimates that to fully respond to your request will require approximately one hour of administrative support at $47.70 per hour, the labor cost of the personnel providing the service, per Fla. Stat. § 119.07(4)(d), and $25.50 to make copies of the plans. If the costs of producing these documents will exceed your deposit, the Town will provide you with an initial production of responsive records and an estimate to produce any additional responsive records. If the costs of production are less than the deposit, the Town will provide you with the responsive records and a refund. (One hour @ $47.70 + $25.50) = Deposit Due: $73.20 in cash or check. The City of Delray Beach serves as the Town’s building official and issues all building permits for construction in the Town. In an abundance of caution, we have submitted your request to the City of Delray Beach to provide these records, resulting in the aforementioned $25.50 charge for copies of plans. Upon receipt of your deposit, the Town will use its very best efforts to further respond to your public records request in a reasonable amount of time. If we do not hear back from you within 30 days of this letter, we will consider this request closed. Sincerely, Reneé Rowan Basel As requested by Rita Taylor Town Clerk, Custodian of the Records TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Delivered via e-mail June 8, 2020 Christina Trammell [mail to: Christina.Trammell@csklegal.com] Re: GS #2788 (Commerce Group v. Brynnco Construction LLC) Pursuant to the Public Records Act, Chapter 119 of the Florida Statutes, I am writing to request the following: Any and all documents in the Building Department file pertaining to Permit Numbers 18-00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner. Dear Christina Trammell [mail to: Christina.Trammell@csklegal.com]: The Town of Gulf Stream has received your public records request dated May 1, 2020. The original public records request can be found at the following link: http://www2.gulf-stream.org/weblink/0/doc/170995/Page1.aspx The Town has received your check for $73.20. A partial production can be found at the above link. Large plans are available for pick-up at Town Hall Monday through Friday between the hours of 9:00 and 4:00. The Town has supplemental records but they will need to be sent to Delray Blueprint with an estimated cost of $309.00 to make copies of these large plans. If the costs of producing these documents will exceed your deposit, the Town will provide you with an initial production of responsive records and an estimate to produce any additional responsive records. If the costs of production are less than the deposit, the Town will provide you with the responsive records and a refund. Deposit Due: $309.00 in cash or check. Upon receipt of your deposit, the Town will use its very best efforts to further respond to your public records request in a reasonable amount of time. If we do not hear back from you within 30 days of this letter, we will consider this request closed. Sincerely, Reneé Rowan Basel As requested by Rita Taylor Town Clerk, Custodian of the Records MAs,-C-2 itjzryl)-T 1-1- I&S9-1 i 100 NW 152 Avenue - Delray Beach, FL 33444 MY DF ORM -� � AUG, 0 7 2018 (561) 243-7200 - Fax (561) 243-7221 www.mydeiraybeach.com BUILDING PERMIT APPLICATION APPL DATE F.B.C. VERSION ACCEPTED BY PERMIT NO. OWNER INFORMATION CONTRACTOR & DESIGNER INFORMATION Name MAr2i IM E. 0'i3c V r_ ❑ Check if Owner/Builder (See Page 3) Address_a3 Nioocu } A-2,40 -z _ry Contractor License No. CGL I Soy -13Z City rvLT- STREAV. State-fL Zip 33483 Workers' Comp No. _ Home Phone (q #4 5-7o- 35:3 Company 5c -A&A, r- Co -s— Ruc-nag 6z6v-P Cell Phone ( ) Address go l N. ;,�ti� s Avg 5-rc 1114A Fax No. (q54) 3[ -age, City A . State 'L, Zip 334 ( 5 Email Address Phone mol ;u,6 - F�1 a tq_ , F ,x .. ►-BGG Fs t 5 Cell PROPERTY INFORMATION Email14-� Property Control Number: Arch itect/Engineer's Name Cuu+zl�, Sir aros, /4Gc,Ie_A °- `�3 - y[6 - C )9 - L4&-�-e�5C Address 185 )4r= 4T" vB Sre to l �EL42A AU33 Address of Proposed Work ............... _ _ _ a3 I f n EN NA iUouTt Dz FOR PERMIT EXPEDITERS ONLY (for permit pick-up): ,. H Legal Description (1,-r 51 g1DDErv, WAIZiioy2 Contact Name Es� ; es Phone Ext. Ste or Apt # / Floor Cell Project Name (if applicable) ADDITIONAL INFORMATION � Fee Simple Title Holder (if other than owner) Address City State Zip Mortgage Lender Bonding Company Address Address City State Zip City State Zip DESCRIPTION OF PROPOSED IMPROVEMENTS Description of the proposed work (New Construction, Addition, Interior/Exterior Alteration, Windows/Doors, etc.) Z�NovATloru Cii- 1sr�u Fioc�sC ►N is to L_ Isthis a City or Re-hab project? ❑ Yes ET No Is the building served with an automatic fire sprinkler system? ❑ Yes [�'No Current Use or Occupancy RG&Iner.tL Is this a change in the Use or Occupancy? ❑ Yes 'No PERMIT VALUATION For Impact Fee Credit, Existing or Previous Structure Demolished? ❑ Yes ❑ No Type of Structure Demolished: ❑ SFR ❑ Commercial ❑ Commercial Accessory Building PLEASE CHOOSE ONE OF THE FOLLOWING: NEW CONSTRUCTION & ADDITIONS - FEE SCHEDULE I* MISCELLANEOUS PERMITS - FEE SCHEDULE II* ALTERATIONS & GENERAL CONSTRUCTION-SCHED. III* TOTAL COST OF CONSTRUCTION TO INCLUDE: TOTAL COST OF CONSTRUCTION: $ STRUCTURAL, ROOFING, ELEC, MECH, /PLBG , COST OF CONSTRUCTION WITHOUT TRADES: $ 2-� ,� $ NOTE: NOTE: OTHER ASSOCIATED TRADES TO BE FEE'D SEPARATELY ALL SUB -TRADES TO BE FEE'D SEPARATELY. THESE UNDER FEE SCHEDULE II OR III. INCLUDE ELEC, MECH, PLBG, ROOFING, LOW VOLTAGE, THESE INCLUDE: LOW VOLTAGE, HOOD/SUPPRESSION HOOD/SUPP SYSTEM, FIRE SPRINKLERS, IRRIGATION, SYSTEM, FIRE SPRINKLERS, IRRIGATION, LANDSCAPING, LANDSCAPING, PAVING, ETC. PAVING, ETC. *SEE BUILDING PERMIT FEE SCHEDULE FOR DETAILS &3 APPLICATION CERTIFICATION AND ACKNOWLEDGEMENT Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. A City Building Permit does not assure compliance with Homeowners Association's rules, regulations and/or deed restrictions. Applicant is advised to obtain approval from the Homeowners Association before improving any property. Applicant further acknowledges the following: • Separate permits must be secured for ELECTRICAL, PLUMBING, MECHANICAL, WELLS, POOLS, FIRE SPRINKLER, SIGNS, LANDSCAPE, IRRIGATION, ROOFING, SHUTTERS, ETC. • This permit becomes null and void if work or construction authorized is not commenced within six (6) months or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. Permit will be considered suspended or abandoned if it does not pass an inspection within 180 days and will be subject to a reactivation fee in the amount in force at the time of reactivation. Failure to comply with all applicable construction regulations may result in the withholding of future permits. • Submission of any false information or misrepresentation is a violation of law and shall result in revocation of your permit. • NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER'S AFFIDAVIT: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. PRO RT / GENERAL CONTRACTOR STA E OUNTY OF PALM BEACH STATE O A, CO TY OF PALM BEACH i tore q�Owner Si sl WfQualifier t l t t 4 M �. JL t`A.�� y(-t.yn� gna e-1-7 Printed Name of Owner Printed Name of Qualifier STATE OF FLORIDA, COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me This day ,)QIlS 20 , By Lti i%u%-A T- V—k' A \ Personally Known OR Produced Identification Type of Identification: �41tt c L.&c -hU cat Signature of Notary -2- * MY COMMISSION # GG 053809 \Qe EXPIRES: December 8, 2020 pF p�,pQ' Bonded Thru Budget Notary Services STATE OF FLORIDA, COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me This day V ByCTr _Personally Known OR Produced Identification Type of-*ntification: ( '&6"s 6� L::� Signature of Notary ANffEWMAGGIORE Notary Public - State of Florida Commission # GG 028474 My Comm. Expires Sep 8. 2020 Bonded through National Notary Assn ' EI HIS PAGE FOR BUILDING DEPARTMENT USE ONLY• PERMIT NO: I ` APPLICATION DATE: f3/ 9 PCN: Zoning District DeveloprTaWCorxbmirrurVApartrrent Name Set Backs: Front Side Strom Type of Foundation: Monolithic Stem Miall Square Footage of Corrrneraal Demolition: Type/Size of Accessory Bulcing: Type of Structure Demolished: ❑ SFR ❑ Commercial ❑ Commercial Accessory Building Hstoric: ❑ Yes ❑ No Side Interior Hear Rle STRUCTURE SET UP Occuparcy q 3 Const. Type y t,3 Roof Type I tAV'ig-. Flood Zone Plan Sq. R. (ASC) Ran Sq. R. (Under Roof) s Finish Flax Bev.'t �� ty�'►� DEPARTMENT APPROVALS Env. Services Raining & Zoning Landscaping / Irrigation Fire Department Coc. Load Engineering --- •: ._.• Public Utilities ►L- Ran Review COUNTY IMPACT FEES (Credit) Inpac t Fee Amount Due Parrs $ _ $ $ Public Bldgs $ N $ Schools $ $ $ Road $ $ $ 4- Rvsd 5110 PERMIT CALCULATION A4 Listed Value Penrit Fee Electrical Rurrbing Mechanical Roofing Paving Irrigation Landscaping Shutter Msc Permit Other — Lid j� Ran Check Fee MCR# Total Permit Fee ADDITIONAL FEES C) Fire $ Radon $ l rz DPR $ Water / Sevier $ Parks / Rec $ Master Ran $ Total Additional Fees $ TOTAL FEES DUE $ Cs?�> S—S EIT4 OF DELRAY BEREH 100 NW ls' Avenue Delray Beach FL 33444 (561)243-7200 Fax: (561)243-7221 Website: mydelraybeach.com MA 5-F91?- PC-'zm I T I -1 - f,;9 9-7 ELECTRICAL PERMIT APPLICATION AUG 0 7 2018 PROPERTY CONTROL #: 20 _ 43 - 46 _ 09 _ 46 _ 000.0050 PLEASE PRINT: JOBSITE ADDRESS 23 Hidden Harbour Dr Gulfstream, FI 33483 PROPERTY OWNER NAME Martin E OBoyle HOME PHONE (_) CELL PROPERTY OWNER ADDRESS 23 Hidden Harbour Dr Gulfstream, Fl 33483 ELECTRICAL CONT'R (COMPANY) NAME Tole Electric, Inc ELECTRICAL CONT'R (COMPANY) ADDRESS 320 NE 44th St CITY Oakland Park ST FL ZIP 33334 BUS. PHONE9( 54 ) 987-7424 CELL FAX (954) 404-7722 E-MAIL admin@toleelectric.com FOR OFFICE USE ONLY: BLDG. PERMIT ?41 ELEC. PERMIT #: PERMIT FEE: cam• ��� PLAN CHECK FEE: MCR #: APPROVALS: ELEC: DATE: FIRE: DATE: NOTE: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 -DAYS OR /F ACTIVITY LAPSES FOR 180 DAYS. PLANS MUST BE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION /S REQUIRED ON ALL PERMITS. TYPE OF INSTALLATION (PLEASE CHECK ALL WORK TO BE PERFORMED BY A SINGLE ELECTRICAL CONTRACTOR. EACH SEPARATE COST TO INCLUDE LABOR & MATERIAL) �/COST �/COST NEW CONSTRUCTION / $ FIRE ALARM / $ (3 SETS OF PLANS REQD) ALTERATION / $ ICS, C)00 DESCRIPTION OF WORK (Scope of work, # devices, etc.): SIGNATURE OF Q ALI STATE OF Florida EC 13002216 CONTR. REGISTRATION # WC 01-10-484-01 OR WORKERS COMP # EXEMPT (FH) /FEIN) # COUNTY OF Broward ✓ Personally Known The foregoing instrument was acknowledged before me this 31 day OR of July 20 18 by Wesley Tole III Produced Identification _Type of Identification Produced Ii '�. 61�OZl90IS0 sandx3 sczezz dd uoKsnuua'j An EAL) Siprmtu o ryPubhc uosleM agnr y, Wpogd ao amS 0". "d NswN '►�r d+'� Rvsd. 3/10 TEMP. SERVICE/POLE / $ POOL/SPA / $ (SEPARATE APP) LOW VOLTAGE: GENERAL REPAIR / $ BURGLAR ALARM / $ VOICE, DATA, ETC. / $ GENERATOR /$ SLAB INCLUDED? Y N SERVICE CHANGE / $ (SEPARATE APP) SITE LIGHTING / $ EXISTING SERVICE SIZE: PROPOSED SERVICE SIZE: DESCRIPTION OF WORK (Scope of work, # devices, etc.): SIGNATURE OF Q ALI STATE OF Florida EC 13002216 CONTR. REGISTRATION # WC 01-10-484-01 OR WORKERS COMP # EXEMPT (FH) /FEIN) # COUNTY OF Broward ✓ Personally Known The foregoing instrument was acknowledged before me this 31 day OR of July 20 18 by Wesley Tole III Produced Identification _Type of Identification Produced Ii '�. 61�OZl90IS0 sandx3 sczezz dd uoKsnuua'j An EAL) Siprmtu o ryPubhc uosleM agnr y, Wpogd ao amS 0". "d NswN '►�r d+'� Rvsd. 3/10 CITY OF OELRRY BERTH 11 MECHANICAL PERMIT APPLICATION (HVAC, REFRIGERATION, HOODS, SUPPRESSION) 100 NW 1st Avenue Delray Beach FL 33444 O a 2019 (561) 243-7200 Fax: (561) 243-7221 Website: mydelraybeach.com (, PROPERTY CONTROL Mss -L- �iu PLEASE PRINT: 1 \ ` JOB SITE ADDRESS t tM'�I PROPERTY OWNER NAME HOME PHONE ( ) CELLS PROPERTY OWNER ADDRESS �7<,C'� �� X✓ MECHANICAL CONT'R (COMPANY) NAME ( (Cr MECHANICAL CONT'R (COMPANY) ADDRESS( ( t CITYCak- �OrA'4\ ST-f� L ZIP . BUS. PHONE 4'0 CELL FAX 6(0�'f. kC E-MAIL_ NOTE: PERMIT EXPIRES /F WORK /S NOT ST�WITHIN 180 -DAYS OR /F A IV/TY LAPSES FOR 180 DAYS. PLANS MUST BE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION /S REQUIRED ON ALL PERMITS. FOR OFFICE USE ONLY: BLDG PERMIT #: R L - (L`Qin(''( f MECH PERMIT #: PERMIT FEE:® PLAN CHECK FEE: MCR #: APPROVALS: MECH: DATE: PLAN: DATE: FIRE: DATE: INDICATE IF a -t SMOKE TEST IS REQUIRED TYPE OF INSTALLATION - CHECK ALL THAT APPLY: DESCRIPTION OF WORK: _RESIDENTIAL NEW ( COMMERCIAL REPLACEMENT HVAC: **ANYTHING OVER 5 TONS MAY REQUIRE FIRE DEPT. REVIEW/APPROVAL** C/U MODEL NO. & C/B SIZE KW A.H.U. MODEL NO. & C/B SIZE I 1 ' C/B SIZE BTUH CAPACITY S.E.E.R RATING PACKAGE UNIT: DUCT WORK: .1 (Y) (N) PROJECT COST (LABOR AND MATERIAL): $ _ ❑ REFRIGERATION Equipment Type: _ C.U. Model No.: H.P. or BTU/HR: E.V.A.P. Model #: _ Effic'y Rating: PROJECT COST (L. ADDITION C1 SIGNATUR ALIJ STATE OF CO COUNTY OF ❑■ HOODS - EXHAUST- BOOTH - BLOWER (3 SETS OF PLANS REQD) Spray Booth: Hoods : SUPPRESSION SYSTEMS (3 SETS OF PLANS REQD) Halon: H2O Dry Chem: Wet Chem: PROJECT COST (LABOR AND MATERIAL): $ 001�NQS' ??Uq OR CONTR. REGISTRATION # WORKERS COMP# EXEMPT (FID /FEIN) # The foregoing instrument was acknowledged before me this L day of 201� by _to��I ,c,'r i� C;�`� v1-Signatu o otary P.ubtic `2o PAY P�� Jeffery Attaway Commission # FF949470 Expires: February 6, 2020 b� Bonded thru Aaron Notary �/III IX Personally Known _ OR Produced Identification Type of Identification Produced (SEAL) Rvsd 9/10 e O1Y OF DELRRY B�� to%, EAN 100 NW 1st Avenue Delray Beach FL 33444 (561)243-7200 Fax: (561)243-7221 Website: mydelrgVbeach.com CEI'PABING PERMIT APPLICATION JUL 112010 (IN CLU DEF&Vft +Wfffl&T0M APSr 't Sur own of Gulfstream, FL initials ate FOR OFFICE USE ONLY: PROPERTY CONTROL #: L0 09 --4-L- Db® UQ5D PLEASE PRINT: _ JOBSITE ADDRESS �7 ✓Z 11e, 2 <� ; ✓' _� PROPERTY OWNER NAME t HOME PHONE L } CEL PROPERTY OWNER ADDRESS PLUMBING CONT'R (COMPANY) NAME '1"nSry -c PLUMBING CONT'R (COMPANY) ADDRESS 5-Y1 S� E�'-- - GiC CITY,,ST�ZIP CELL 7Z 7 BLDG PERMIT #: PLBG PERMIT #: PERMIT FEE: PLAN CHECK FEE: MCR #: APPROVALS: (� BUS PHO FAX E-MAILS ✓�u�Q�< NOTE: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 980 -DAYS OR /F ACTIVITY LAPSES FOR 180 DAYS. PLANS MUST BE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION IS REQUIRED ON ALL PERMITS. DESCRIPTION OF WORK: RESIDENTIAL COMMERCIAL TYPE OF INSTALLATION - CHECK ALL THAT APPLY: GENERAL PLUMBING: NEW f---REPAIR/REPLACEMENT WATER HEATERS: ELECTRIC GAS SEWER CONNECTION: WATER CONNECTION: SOLAR PANEL INSTALLATION: SCOPE OF WORK (Describe WORK and LO ATION::Kitc/h/e}„�/'�edroom/Garage, etc): PROJECT COST (LABOR ANDMATERTAL): rQ I P- L FIRE SPRINKLER: (3 SETS OF PLANS REQUIRED) NUMBER OF HEADS NEW REPAIR/REPLACEMENT/RELOCATION PROJECT COST. '(LABOR AND MATERIAL): ;J GAS WORK: NEW REPAIR/REPLACEMENT GENERATOR TYPE OF GAS: NATURAL: L.P. NUMBER OF OUTLETS: SCOPE OF WORK 00 PROJECT COST (L-ABOR AND;MATERTAL): ;$ ] a WN—,k-TVAE bF OV,ADFIER CONTR. REGISTRATION # WORKERS COMP # EXEMPT (FID /FEIN) # STA/rE OF R 00 COUNTY OF 1 n `yam :)?--A CA -0 h Personally Known The foregoing instrument was acknowledged before me this day OR Produced Identification i of , 20 by O Type of Identific to Produced F L 71'>' dears t eln sk. p,''r'i �,.,� REBECCA TEW Signature o Notary Public :'+° �': Notary Public - State of Florida (SEAL) Commission # GG 001218 Rvsd. 3/10 oF. ' ; MY Comm. Expires Jun 13, 2020 Bonded through National Notary Assn. CITY OF DELRAY BEACH PERMIT HOLDS (561)243-7200 PLAN CHECK NO: 17.168971 EXAMINER PHL FLOOD ZONE: AE 6 No inspections until a Pre -Construction meeting with Engineering is verified. Contact Engineering Department at (561) 243-7000 x 6105 before starting work. No inspections until a Pre -Construction meeting with Landscaping is verified. Contact Landscape Division at (561) 243-7200 x 7123 before starting work. X A copy of the recorded Notice of Commencement must be posted at the jobsite and submitted to the Building Division prior to first inspection. EXISTING F.F.E _ FOUNDATION HOLDS: Monolithic foundation: no footing/slab inspection until form board survey, soil compaction report (___%) and termite treatment report is submitted to the Building Department. Stemwall foundation: no footing inspection until soil compaction report (%) and termite treatment report is submitted to the Building Department. No slab inspection until stemwall survey, soil compaction report (%) and termite treatment report is submitted to the Building Department. X Pile foundation: no slab/grade beam inspection until form board survey, engineers pile log and termite treatment report is submitted to the Building Department. In flood hazard areas, no inspection until the "Under Construction" elevation certificate is submitted. iE++++++++++++++ TT T ,,,,, CONSTRUCTION HOLDS: No second floor tie beam/ roof tie beam/ framing inspection until plans/shop drawings for concrete/steel floor system/ wood floor/ roof truss system are reviewed and approved by the Building Dept and the architect/engineer of record. No tie beam inspection until is submitted. No is submitted. Final Inspection Required for Backflow Compliance. Backflow test report required on site at time of inspection. ++++HH11 HHH! HHHHHH ...... HHHHHHHHHHH1+T++++++++ BUILDING FINAL HOLDS: No final building inspection until approval is submitted for work beyond the coastal construction control line from the Department of Environmental Protection. No final building inspections until engineer's photometric letter, which adheres to the minimum L.D.R. Section 4.6.8 Requirements, is approved by the Building Department. No final building inspection until Fire Final is approved. No final building inspection until sewer/water fees are paid, grease trap is approved (final). Re: Public Pools; No Pool Final until Health Department approval documents are received. +++++++H H rH++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++,i +++++++++ C/O HOLDS: No CO until a final elevation certificate and a final survey showing swale drainage is submitted. No CO until final termite spray certificate and insulation certificate are submitted. No CO until a notarized letter certifying function of the carbon monoxide detector is submitted. No CO until all site plan conditions, final approvals from Health Dept, Hotel/Rest Division, Agricultural and Consumer Services, (other) , have been submitted and approved by the Building Dept. No CO until 10% Warranty Guarantee has been submitted to the Engineering Dept. Rev. 8/2017 SCHEDULE OF VALUES Project: O'Boyle Residence Plans: Currie, Sowards, Aguila Architects i-I-16ga,1i Date: 07 -Aug -18 Under Air: 3,149 Gross Area: 4,725 Cost Code Description Quantity Unit Cost Total 2201 6701 7201 8301 9150 9210 15201 15501 15601 16101 17201 17301 17501 17550 1 10,000 1 18,500 1 8,000 1 5,000 1 5,000 1 18,800 1 5,000 1 64,427 1 5,000 1 10,000 Demolition $10,000 Kitchen & Bath Cabinets $18,500 Insulation Doors & Hardware $8,000 $5,000 $5,000 Flooring Frame and Drywall $18,800 Plumbing Systems $5,000 HVAC $64,427 Gas Systems $5,000 Electrical $10,000 Subtotal Permit Fee Allowance Construction Fee GL Insurance Builders Risk - By Owner Total Direct Cost: 2.2% 0% 0.0% 4,725 $149,727 _ $0 $0- $149,727 nv FIC Coriy k;� c. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 WM(AM Contractor, Owner, Agent Permit Type: BUILDING PERMIT 8/12 Permit Phone Access#: 2257319 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit No.: 17-00168971 000 000 B3 00 city Range Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 OTHER FEES: Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements 001-0000-208.05-00 ALTERATION - INTERIOR - RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 SEAGATE CONSTRUCTION GROUP LLC 561-266-9910 601 N CONGRESS AVE #114 DELRAY BEACH FL 33445 Additional Comments Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 65300 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 2780.00 .00 2780.00 001-0000-322.10-00 OTHER FEES: BLDG SURCHARGE -DCA 63.82 .00 63.82 001-0000-208.05-00 BLDG SURCHARGE-DBPR 95.73 .00 95.73 001-0000-208.06-00 GRAND TOTAL 2939.55 .00 2939.55 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING * NOC REQUIRED PRIOR TO INSPECTION *** $1.00 HOLD *** *** PER PLANS STAMPED BY THE TOWN OF GULFSTREAM *** PILE FOUNDATION: NO SLAB/ GRADE BEAM INSPECTION �T"�T IL FORM BOARD SURVEY THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 Contractor, Owner, Agent Permit Type: ELECTRICAL PERMIT 8/12 Permit Phone Access#: 2257327 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit No.: 17-00168971 000 000 E3 00 city Ran e Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements ALTERATION - INTERIOR - RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 TOLE ELECTRIC 1200 STIRLING DANIA INCORPORATED 954-987-7424 RD #3B FL 33004 Additional Comments Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 10000 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 428.00 .00 428.00 001-0000-322.20-00 GRAND TOTAL 428.00 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE USE OF ENERGY STAR PRODUCTS. .00 428.00 THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 ntractor, Owner, Agent Permit Type: GAS PERMIT 8/12 Permit Phone Access#: 2257350 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit No.: 17-00168971 000 000 GAS3 00 city Ran e Twnsh . Section Subdivision Block Lot Plat/Book/Pac je 20 43 46 09 46 000 0050 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements ALTERATION - INTERIOR - RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Tele hone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 FISHBOX PLUMBING LLC 561-324-2887 331 SE 5TH AVE POMPANO BEACH FL 33060 Additional Comments Construction EPI/EER FIFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 5000 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 218.00 .00 218.00 001-0000-329.18-00 GRAND TOTAL 218.00 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE USE OF ENERGY STAR PRODUCTS. .00 218.00 THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 ontractor, Owner, Agent Permit Type: MECHANICAL PERMIT 8/12 Permit Phone Access#: 2257335 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit No.: 17-00168971 000 000 M3 00 city Ran e Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements ALTERATION - INTERIOR - RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 EDS AIR CONDITIONING 561-586-7090 2200 4TH AVE. N. #15 LAKE WORTH FL 33461 Additional Comments Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 64427 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 2738.00 .00 2738.00 001-0000-322.50-00 GRAND TOTAL 2738.00 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE USE OF ENERGY STAR PRODUCTS. 00 2738.00 THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 Contractor, Owner, Agent Permit Type: PLUMBING PERMIT 8/12 Permit Phone Access#: 2257343 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit No.: 17-00168971 000 000 P3 00 city Range Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements ALTERATION - INTERIOR - RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 FISHBOX PLUMBING LLC 561-324-2887 331 SE 5TH AVE POMPANO BEACH FL 33060 Additional Comments Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 5000 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 218.00 .00 218.00 001-0000-322.30-00 GRAND TOTAL 218.00 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE USE OF ENERGY STAR PRODUCTS. 00 218.00 THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. Tobias, Steve From: William Ring <wring@commerce-group.com> Sent: Tuesday, August 07, 2018 10:05 AM To: Lyons, Patrick; Tobias, Steve Cc: office@csa-architects.com; Chase T. Fleming; Jim Currie; William Ring Subject: RE: O'Boyle Residence Permit #17-168971 Thanks Patrick — Chase Fleming with Seagate is coming by to see you a little after fpm. He has some more stuff for you. I will get with Bob Currie's office to have them come in to red -line the plans William F. Ring Real Estate & Development Commerce Group 1280 West Newport Center Drive Deerfield Beach, FL 33442 954-570-3510 (ph) 954-360-0807 (fax) 954-328-4383 (cell) From: Lyons, Patrick <LyonsP@mvdelravbeach.com> Sent: Tuesday, August 07, 2018 7:58 AM To: William Ring <wring@commerce-group.com>; Tobias, Steve <tobias@mydeiraybeach.com> Cc: office@csa-architects.com Subject: O'Boyle Residence Permit #17-168971 Good morning Bill, I have reached out to Robert Currie Registered Architect for the above project. We would like him to come in and Red Line the exterior work off the plans. It looks like the only other things we are missing is a Total cost breakdown from the general contractor and Gas & Electrical applications. Thank you again for your help on this Bill. Patrick Lyons Structural Plan Reviewer Building Department (561)243-7245 lyonsp 2 mydelraybeach.com CITY *i ORL"T DRACH `r CURRIE SOWARDS AGUILA OBOYLE RESIDENCE PLAN REVIEW Permit #: 1700168971 23 HIDDEN HARBOUR DRIVE, GULF STREAM FL. PLUMBING COMMENT: "SIZES MISSING ON SOME PIPING". Please see additional information added to sheet P2.1 Attached. PLAN REVIEW: COMMENT #1: General Contractor to provide contract showing total cost of construction. COMMENT #2: Contractors to provide applications for Sub -Contractor work as required. COMMENT #3: Attached please find Reviewed Miami —Dade NOAs for all openings as required. COMMENT #4: The existing sliding glass door to be re -used is PGT Series SGD 770, Alum Large & Small Missile Impact. The attached / reviewed NOA #16-0629.06, as approved by the Architect for this use, is applicable to this door assuming that the door can be removed by the Contractor without any damage. Please feel free to contact our office with any questions. Best Regards, Edmond Leblanc—Architect Currie Sowards Aguila Tel: 561-276-4951 Architecture, Planning, Interiors, Sustainable Design 185 NE 4th Avenue, Suite 101, Delray Beach, FL 33483 T 561-276-4951 F 561-243-8184 www.cso-orchitects.com n wom4 Tobias, Steve From: Tobias, Steve Sent: Monday, July 30, 2018 3:14 PM To: 'Martin E. O'Boyle' Cc: Del - Arch Bob Currie (bob@csa-architects.com); William Ring; Sheila O'Boyle; Stillings, Tim; Gelin, Lynn; Lohman, Max; Lauzier, Mark Subject: RE: O'Boyle residents -23 N. Hidden Harbour Dr., Gulfstream, FL -1101 Retro Good afternoon Mr. O'Boyle; Permit number 17-168971 for 23 N. Hidden Harbour Drive has been re -opened. Consistent with similar expired permit applications, a letter from the Architect of Record is required to be submitted to the City of Delray Beach Building Division stating the scope of work proposed is "interior only". All references to exterior work currently on the plan set will need to be performed under a separate permit application. Mr. Currie will need to acknowledge the plan set complies with the Florida Building Code sixth edition. Also, all NOA's and associated paperwork must be reviewed/acknowledged for current acceptance. Please be reminded the future scope of work outlined below is require to be reviewed by the Town of Gulf Stream for zoning compliance. Respectfully, From: Martin E. O'Boyle [mailto:meo@commerce-group.com] Sent: Tuesday, July 24, 2018 3:18 PM To: Tobias, Steve Cc: Del - Arch Bob Currie (bob@csa-architects.com); William Ring; Sheila O'Boyle Subject: RE: O'Boyle residents -23 N. Hidden Harbour Dr., Gulfstream, FL -1101 Retro Steve -thank you. Kindly keep us all posted. Needless to say, we are anxious to roll! :-) Note: This email was prepared using dictation software. As a result, there may be errors in the content and thus the content may not be relied upon. If you wish clarification, please call or write requesting the same. Thank you. Martin E. O'Boyle, Commerce Group 1280 W. Newport Center Drive Deerfield Beach, FI. 33442 Direct Dial: 954-570-3505 Fax: 954-360-0807 Cell: 561-383-1221 E-mail: meo@commerce-group.com Web Page: www.commerce-group.com From: Tobias, Steve <tobias@mydeIraybeach.com> Sent: Tuesday, July 24, 2018 3:12 PM To: Martin E. O'Boyle <meo@commerce-group.com> Cc: Del - Arch Bob Currie (bob@csa-architects.com) <bob@csa-architects.com>; William Ring <wring@commerce- group.com>; Sheila O'Boyle <soboyle@commerce-group.com> Subject: RE: O'Boyle residents -23 N. Hidden Harbour Dr., Gulfstream, FL -1101 Retro Good afternoon All, I am in receipt of your email and agree to discuss the three items listed below with the Town of Gulf Stream. I've contacted their CM and am awaiting further direction regarding their requirement to "stamp" all associated paperwork. Steve From: Martin E. O'Boyle [mailto:meo@commerce-group.com] Sent: Tuesday, July 24, 2018 1:46 PM To: Tobias, Steve Cc: Del - Arch Bob Currie (bobC&csa-architects.com); William Ring; Sheila O'Boyle Subject: O'Boyle residents -23 N. Hidden Harbour Dr., Gulfstream, FL -1101 Retro Dear Steve: Thank you for spending the time this morning with both Bill Ring and Bob Currie; and, thank you for speaking to both Bill and I afterwards. To be clear, all I want to do is to finish my house and make it a beautiful home and an asset to the community. In that connection, we are "in process" in accomplishing that goal; and now moving forward in the most rapid of fashions, in tending, of course, to comply with all laws and regulations as we go! In connection with this unusual "interior permit issue", as both Bill and I explained to you, we are just plain "baffled". In that connection, we have had the retro plans stamped by Gulfstream; and submitted to Delray. Although, as you have represented to us, the permit has (timewise) expired, there have been no changes as applies to what Gulf Stream has already approved. I can't imagine why Gulfstream would be interested in the interior of my home. I'm thinking that Gulfstream is concerned that I am asking for approval for work outside the main structure. That is not the case and I am agreeable to stating that in writing. Steve, following our discussion of assured bit ago, my notes reflect that we will proceed as follows: You will call the folks at Gulfstream and explained to them that you have the plans with their stamp on. You will also explain to them that, as you see it, the permit has (timewise) matured, but that you are agreeable to extending of the permit. You will explain to them that we have represented that the only work which we will be performing is not outside the structure (meaning on the deck, related to the dock, or any exterior improvements); and that we will be confirming that with you in writing; and that when you renew the permit you will note that it is for the affirmation areas. I'm assuming, based on the foregoing, unless there is a "political issue" that all will be fine with Gulf Stream; and we will be "good to go". Assuming I am correct, I will instruct Bob Currie to communicate with you so as to update the interior plans (which, as I told you, are still being "tweaked"). Nonetheless, you and Bob Currie have a relationship and I'm certain that the two of you could resolve things easily and nicely. Steve, I do want you to know that we are working on a plan relative to the exterior. In that connection, there will (essentially) be three areas which will be addressed on the exterior plan, as follows: (a) we will show an expanded platform via an "envelope", with the ultimate platform being installed within that envelope. Also, within the envelope 2 we will show the existing pool being demolished and a new pool being installed therein; (b) we will be showing a storage/equipment area on the plan. This will be shown in the form of an envelope as well. Once the actual storage/equipment room is designed, it will fit within the envelope; and (c) we will show an expansion of the structure to the west which will be a covered "open area" for outdoor living. Again, we will show an envelope, with the actual structure to be developed in the envelope. We will also show the structure as being one-story. Relative to the items in (a) through (c) above, we will, of course, ask Gulfstream to approve these items. In connection with the above, after receipt of this email, if you have any questions, please contact me or myself (number below) or feel free to contact Bill Ring (954-328-4383). After you speak to the folks at Gulfstream, please give me a call, as I need to know how to proceed from here as soon as possible. Again, reiterating, my goal is to finish my house beautifully, as I do not believe that the current "Sanford & Son" look is "appropriate for my neighborhood" or appreciated by my neighbors! :-) Many thanks for your kind cooperation. We look for the happiest of endings and a home which everyone will be proud of once finally finished. Thank you again! Note: This email was prepared using dictation software. As a result, there may be errors in the content and thus the content may not be relied upon. If you wish clarification, please call or write requesting the same. Thank you. Martin E. O'Boyle, Commerce Group 1280 W. Newport Center Drive Deerfield Beach, Fl. 33442 Direct Dial: 954-570-3505 Fax: 954-360-0807 Cell: 561-383-1221 E-mail: meo commerce-group.com Web Page: www.commerce-group.com tJ MAr rstA M F t . All-AmeriicaCi4 1993 2001 as gs Ruitaing Department aAf,.. Documents related to pre -issued i only Date: -7 Permit/Application Number: �T_ Contact dame: -t C UFS- EUI Contact Phone: ( T61) -2-76.1 Contact Email: 5 %' S /A -—�C Other: JI M C' e_e;A - P, f2 t ( e C�—(S , �-6 V( Briefly explain the purpose of submittal: FG DP( 6``J IL 7Z7 z w � e �7'S � v t� i � L/ t, b_t r 7rt{p Corrections - All corrections to be inserted into bound sets of plans and replaced sheets to be removed by customer. PLEASE SEE A PERMIT TECHNICIAN FOR ASSISTANCE Documents Submitted Plan Reviewer: DATE: 7/10/1.7 PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NW 1ST AVE DELRAY BEACH FL 33444 ------------------------------------------------------------------------------ APPLICATION NBR . . . 17-00168971 ADDRESS . . . . . . 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL ------------------------------------------------------------------------------ OWNER . . . . . . . OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 CONTRACTOR MARTIN E O'BOYLE 1280 NEWPORT CTR DR DEERFIELD BEACH FL 33442 ------------------------------------------------------------------------------ AGENCY NAME: PLUMBING - GAS DATE ACTION ACTION BY ------------------------------------------------------------------------------ 6/28/17 DISAPPROVED MIKE JOHNSON/243-7200 SIZES MISSING ON SOME PIPING ------------------------- AGENCY NAME: PLAN REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 5/01/17 DISAPPROVED MACARTHUR MEGIE 1.Provide contract showing total cost of construction. 2.Provide applications for: Mechanical,Electrical,Plumbing, Hardscape. 3.Product approvals required for all new windows and doors. 4.Engineer letter required for the use of existing sliding glass door into new opening for the resistance of wind pressures. L � 79/17 P. 1 Communication Result Report ( May. 2. 2017 7:58AM) 2) Date/Time: May, 2. 2017 7:56AM File Page No. Mod.e._ Des' �-------------------Pg(s)-------Result----------Not—Sent-- 4143 Memory TX 45612438184 P. 2 OK S OUL77"- —4v -A 9 L -4-17A- .. 44 f -CkIf�-��" ---------------------------------------------------------------------------------------------------- Reasonfor error E. 1) Hang u or 1 i n fa i 1 E. 2) Busy E. 3) N o a n s w e r E. 4) No fa c s i m i 1 e c o n n e c t i o n E.5) Exceeded max. E — mail size E.6) Destination does not support IP — Fax DATE: 5102/17 PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NW 1ST AVE DELRAY BEACH FL 33444 ------------------------ ______________________________________________________ APPLICATION NBR . . . 17-00168971 ADDRESS . . 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL ________________________________________ _________________________ OWNER OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DSLRAT BEACH FL 334837244 CONTRACTOR . . . . . . MARTIN E O'BOYLE _ 1280 NEWPORT CTR DR DEERFIRLD BEACH FL 33442 ________________________________________________________________ ___ AGENCY NAME: ELECTRICAL REVIEW DATE ACTION ACTION BY _____-______________________________________________________________ 4/24/17 DISAPPROVED GREGORY S BANKS/243-7225 • Notes call for Electrical pan eI-B" Replaced. Plans Show Electrical Panel°A• Also Replaced? Future Generator Will Have Separate Plans And Permit. ---------------------- ________________________________________________________ AGENCY NAME: PLUMBING REVIEW DATE ACTION ACTION BY ________________ ____________________________________________________________ 4/24/17 DISAPPROVED GENE GARRISON/243-7200 Please remove note $ 10 on page P1.1 , LP gas tank in bathroom .2014 Florida Building Code Fuel GAS , section 401.2 ________________________________________________________ _ __ ___ AGENCY NAME: PLAN RBVIEW DATE ACTION ACTION BY _______________________________________________ _-____________ 5/01/17 DISAPPROVED _MACARTHOR MEGIE i.Provide contract showing total cost of construction. 2.Provide applications for. Hechaaical,Electrical,Plumbing, Hardscape. 3 -Product approvals required for all new windows and doors. -------- 4.Rngineer letter required for the use of existing sliding glass door into new opening for the resistance of Wind pressures. S.Provide Geotechnical Report with recommendations. S.Provide structural design criteria according to FBC 2014 section 1605 and wind design data according to section 1603.1.4. 7.Provlde structural detail for new gradebeam steel tie in existing isting foundation,new CMU wall steel tie in to existing wall, and new slab tie in. B.Sheet A1.01 states no new floor area included with project. Propose design indicates otherwise, please revise DATE: 5/02/17 PLAN REVIEW CORRECTIONS REPORT PAGE 2 City of Delray Beach Florida 100 NW 1ST AVE DELRAY BEACH FL 33444 ------------------------------------------------------------------------------ APPLICATION NBR . . • 17-00168971 ------------------------------------------------------------------------------ AGENCY NAME: PLAN REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 5/01/17 DISAPPROVED MACARTHUR MEGIE �- ' n �� Co v �v= • DATE: 5/02/17 PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NW 1ST AVE DELRAY BEACH FL 33444 ------------------------------------------------------------------------------ APPLICATION NBR . . . 17-00168971 ADDRESS . . . . . . 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL ------------------------------------------------------------------------ OWNER . . . . . . . OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 CONTRACTOR . . . . . MARTIN E O'BOYLE 1280 NEWPORT CTR DR DEERFIELD BEACH FL 33442 AGENCY NAME: ELECTRICAL REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 4/24/17 DISAPPROVED GREGORY S BANKS/243-7225 * Notes call for Electrical Panel"B" Replaced. Plans Show Electrical Panel"A" Also Replaced? Future Generator Will Have Seperate Plans And Permit. AGENCY NAME: PLUMBING REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 4/24/17 DISAPPROVED GENE GARRISON/243-7200 Please remove note # 10 on page P1.1 , LP gas tank in bathroom .2014 Florida Building Code Fuel GAS , Section 401.2 AGENCY NAME: PLAN REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 5/01/17 DISAPPROVED MACARTHUR MEGIE 1.Provide contract showing total cost of construction. 2.Provide applications for: Mechanical,Electrical,Plumbing, Hardscape. 3.Product approvals required for all new windows and doors. 4.Engineer letter required for the use of existing sliding glass door„irLto new opening for the resistance of wind pressures. •0i� 5.Provide Geotechnical Report with recommendations. ,7 e- 5 io a MAW o 6@ -C,4e ng—wa 4: ,_. new h se L P. 1 Communication Result Report ( Ju 1. 10. 2017 8:57AM) 2) Date/Time: Jul -10, 2017 8:56AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 3089 Memory TX 95612438184 P. 1 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang u c r 1 i n fa i 1 E. 2) Busy E. 3) No answer E. 4) No facsimile connection E.5) Exceeded max. E — mail size E.6) Destination does not support IP — Fax DATE: 7/10/17 PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NN IST AVE DELRAY BEACH FL 33444 ______________________________________________________________________________ APPLICATION NBR - 17-00168971 ADDRESS 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE_ ALTERATION - INTERIOR-EXTERIOR-R351DENTIAL ____________________ _________________________________________________ OWNER . . . . OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH PL 334837244 CONTRACTOR . . . . . MARTIN E O'BOYLE 1280 NEWPORT CTR DR DEERFIELD BEACH FL 33442 ______________________________________________________________________________ AGENCY NAME: PLUMBING - GAS , DATE ACTION ACTION BY ______________________________________________________________________________ 6/28/17 DISAPPROVED MIRE JOHNSON/243-7200 SIZES MISSING ON SONE PIPING --------------------------------------------------------- _____________________ AGENCY NAME: PIAN REVIEW DATE ACTION ACTION HY ______________________________________________________________________________ 5/01/17 DISAPPROVED 14ACARTHUR MEGIE 1. Provide contract ahowing total Cost of cOnstructiOD. 2.Prcvide applications for: Mechanical, Electrical, Plumbing, Hardscape. 3.Pmduet approvals required for all new windows and doors. 4.Hngiaeer letter required Poi the use of existing sliding glass door into new opening for the resistance of wind pressures. 4i^'Pi� �eka6raioml�..' ^^r -"sons. r P. 1 Communication Result Report ( Ju 1, 31. 2017 11:40AM) 2) Date/Time: Ju1,31, 2017 11:39AM File Page No. Mode Destination pg (S) Result Not Sent ---------------------------------------------------------------------------------------------------- 4087 Memory TX 95612438184 P. 1 OK ---------------------------------------------------------------------------------------------------- Reasonfor error E. ,) Hang u or l i n e fail E. 2) Busy E. 3)No answer E.4) No facsimile connection E.5) Exceeded max. E—mail size E.6) Destination does not support IP—Fax DATE: 7/31/17 - PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NW IST AVE DELRAY BEACH PL 33444 ------------------------------------------------------------------------------ APPLICATION HER _ 17-00168471 ADDRESS 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL -----------------------------------""--------------------' `---- OWNER _ . . . . . . OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 CONTRACTOR . . . - MARTIN R O'BOYLE 1280 NEWPORT CTR DR D£ERFIBLD BEACH FL 33442 ------------------------------------------------------------------------------ AGENCY NAME: PLUMBING - GAS DATE ACTION ACTION By --_-------------------------------------------------------------------------- 6/28/17 DISAPPROVED MIKE JOHNSON SIZES MISSING ON SOME PIPING -------------------------------------------------------------'------- AGENCY NAME: PLAN REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 5/01/17 DISAPPROVED MACARTRUR ME.GIR 1.Provide contract showing total cost of construction. 2.Provide applications for: Mechanical,Electrical, Plumbing, Hardscape. . 3.Product approvals required for all new windows and doors. 4.Engineer letter required for the use of existing sliding glass door into new opening for the resistance of wind pressures. DATE: 6/28/17 PLAN REVIEW CORRECTIONS REPORT PAGE 1 City of Delray Beach Florida 100 NW 1ST AVE DELRAY BEACH FL 33444 ------------------------------------------------------------------------------ APPLICATION NBR . . . 17-00168971 ADDRESS . . . . . . 23 HIDDEN HARBOUR DR APPLICATION DATE 4/13/17 APPLICATION TYPE ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL ------------------------------------------------------------------------------ OWNER . . . . . . . OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 CONTRACTOR . . . . . MARTIN E O'BOYLE 1280 NEWPORT CTR DR DEERFIELD BEACH FL 33442 ------------------------------- AGENCY NAME: ELECTRICAL REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 4/ 2 4/ 17 DISAPPROVED GREGORY S BANKS/243-7200 11:.11 in e��-a�--- T�=� r� ----------------------------- AGENCY NAME: PLUMBING REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 4/24/17 DISAPPROVED GENE GARRISON/243-7200 2 ------------------------------------------------------------------------------ AGENCY NAME: PLUMBING - GAS DATE ACTION ACTION BY ------------------------------------------------------------------------------ 6/28/17 DISAPPROVED MIKE JOHNSON/243-7200 SIZES MISSING ON SOME PIPING ------------------------- AGENCY NAME: PLAN REVIEW DATE ACTION ACTION BY ------------------------------------------------------------------------------ 5/01/17 DISAPPROVED MACARTHUR MEGIE 1.Provide contract showing total cost of construction. 2.Provide applications for: Mechanical,Electrical,Plumbing, Hardscape. 3.Product approvals required for all new windows and doors. 4.Engineer letter required for the use of existing sliding glass door into new opening for the resistance of wind pressures. 5.Provide Geotechnical Report with recommendations. 4 Delray Beach Florida LEECIM Building Department Transmittal Documents related to pre -issued permits, only Date:_ 16 1 (1 1 a Perm itlApp I icatio n Number: 1-7 1 Contact Name: 21 It RING) Contact Phone #: qSLI - 12 Li 3 i 3 Ce L ( Contact Email.- 'Vj V_1Nj(2 Co mMeAc 4L - g (0 vO. LJ r^%-- Other: Cl 5L-1 - Si 0 - 3.510 q ((r _e TYPE OF CORRECTION (Circle All That Apply): (9> Elec. Mech. P/bg(P,' �Gas P&Z Hist. Presrv. Eng. Envir.Serv. Pub. Util LandsolIrr*TreeRem, Other Briefly explain the purpose of submittal: jZeSP0A'6AJ5 �D D? 2R'�VPY-1^15 . NOACS boa UA -b' -j '., SAS 10_vM41A,� sizes; IV cJCOT6r—H 124>0Mt- - See (-vt'Lizic Snk-AMOS 4tcwiler-T C"O- WWL Corrections: All corrections to be inserted into bound sets of plans and replaced sheets to be removed by customer. PLEASE SEE A PERMIT TECHNICIAN /PLAN REVIEWER FOR ASSISTANCE. Documents Submitted (3co N C) q Is �VL , 4, 1ec- 1, S 14 �so FP 7 S 0 ) 4 fz Ek 10 C e -f -S I -C,,Z S (r 0 - Plan Reviewer 'Fo(Z' 23 Pie,pA, jA42?oY2_ U I f S oM t2 OW NC A . J'yACtJ (SO -/L i:- ��1 l a r L r t . R E C E I V E D E I T M O F O E L R R Y B E I I E H 2 0 1 O C T 3 1 ; I l . c T O N O f G u l f S t r e a m , F L R E V I S I O N R E Q U E S T A L L R E V I S I O N S R E Q U I R E A S I G N E D C H A N G E O R D E R W I T H C O S T E V A L U A T I O N . D a t e : 1 0 . 1 8 . 1 8 P e r m i t N u m b e r : 1 3 o l b 8 q u i A d d r e s s W h e r e W o r k i s B e i n g D o n e ( t o i n c l u d e u n i t o r b a y n u m b e r ) : Q ; 3 1 4 ��I d e x ) k c k b o a , r " 1 3 r . C O N T R A C T O R N A M E : P h o n e : 1 3 , 5 1 0 C o n t a c t P e r s o n : W , i i & - r ^ t F a x : ( ) t a . a e ' t i ��1 4 6 P G A 4 ; & C 0 J 1 . C * P " C e l l P h o n e # : ( ) T Y P E O F R E V I S I O N ( C i r c l e A l l T h a t A p p l y ) : S t r u c t u r a l E l e c M e c h P l b g E n g O t h e r A D D E D C O N S T R U C T I O N C O S T F O R T H I S C H A N G E : $ c E X P L A I N R E V I S I O N : ' X 1 5 { 0 1 1 N O T E : T o a v o i d d e l a y , t h e r e v i s i o n n e e d s t o b e c l e a r o n t h e ( 2 ) d r a w i n g s s u b m i t t e d . T h e P l a n R e v i e w e r s m a y n e e d t h e j o b s i t e p l a n s . I u n d e r s t a n d a f e e m a y b e c h a r g e d i n a c c o r d a n c e w i t h t h e C i t y o f D e l r a y B e a c h L D R 2 . 4 - 2 1 . T h e f e e f o r a r e v i s i o n i s $ 7 5 . 0 0 p e r d i s c i p l i n e f o r t h e f i r s t s h e e t , a n d $ 1 . 0 0 f o r e a c h a d d i t i o n a l r e v i s e d s h e e t . F o r A D D E D C O N S T R U C T I O t a f e e w i l l b e b a s e d o n t h e B u i l d i n g P e r m i t F e e s . S I G N E D : R O U T I N G : P L A N R E V I E W E R : D A T E . 1 J L " t j 1 9 O F F I C E U S E O N L Y F E E S : R E V I S I O N F E E : A D D E D V A L U E P E R M I T F E E $ ��8 e ���� O T H E R F E E S A S A P P L I C A B L E : P a r k s : $ P u b l i c B l d g s . $ S c h o o l s $ R o a d $ R a d o n $ a ( 0 a 0 8 D P R $ g o . 3 a C H A N G E O R D E R D O C U M E N T A T I O N A C C E P T E D : O t h e r T O T A L F E E S D U E : $ ' ; �� - ? < - r _ a & R v s d 8 / 1 5 ?001r:� /_ LITit OF OELRAY BEA[H ( N1k r MI) 243-7200 Permit Number: Fax: (561) 243-7221 SPECIAL INSPECTOR FORM You are hereby directed, as stated in the State of Florida Statute Sections 553.71.7 and 553.79.5 (a), or as deemed necessary by the City of Delray Beach Building Official, to retain a professional engineer or architect as a Special Inspector for the following Special Inspections checked below: ✓ 1. Verify that all soil conditions have been certified/soil treatment certification. Aft UF�l E GOPY ✓ 2. Verify that all setbacks have been certified. ✓ 3. Make visual inspection of all components which cannot be inspected after fa rication. ✓ 4. 5. 6 ✓ 7 ✓ 8. ,r 9 All steel inspected prior to concrete placement. Verify that shoring and re -shoring has been certified and to check that shoring is safe. Be present and monitor all concrete placement. To inspect all structural components of buildings such as, but not limited to: a. Footer or piling b. Slabs — on grade or below or above grade C. Beams and columns (all structures) d. All structural walls and non- structural walls e. Fire resistive ratings for: f. Floor and Roof trusses g. Sheathing Special Inspector is required to make written reports weekly to the Building Official. Special Inspector is responsible for all job safety requirements as per the 2017 Florida Building Code to include the required liability insurance of $500K (see L.D.R. 7.1.6 (B) ). 10. Other: ,i 11. Flood Elevation above NAVD. The Special Inspector shall be responsible for compliance with this Code and shall submit progress reports and inspection reports to the Building Official. The assignment of a Special Inspector does not relieve the contractor from calling in for inspections to the City's Building Division and having City inspectors look at work. At the completion of the construction work on this project, the Special Inspector shall submit a Certificate of Compliance to the Building Official, stating that the work was done in compliance with this Code and in accordance with the approved plan or plans; and his duties shall end with the submission of such certificate. Final inspection shall be made by the Building Official before a Certificate of Occupancy is issued. A copy of this document must be submitted to the Building Official, signed and seal prior t the building permit being issued. on k C 10J�1 VJJ Building Official Date: 10 111& 1 � (SEAL) Ro p,C_� Cvlz t= l� T,4_l A Page I of 3 Special Inspector Ak-zto o0 i 58-1$ ii Affidavit of Compliance (required for c. o) I, (name)i�vBE R ( -f (AA, z.6 oo 1584 ARc4i TEc�T> being a (professional qualification) APc-WTF. 7- and therefore, qualified under Florida Statute 553.79 to be a special inspector for the purposes of inspecting the structural components of the threshold building pursuant to the structural inspection plan on file with the accepted by the Building Department and the shoring and re - shoring plans, which have been accepted by the Building Department and hereby swear that I, or my duly authorized representative have been present during the construction of and inspected the structural components of this building as required by the structural inspection plan and certify that the materials and workmanship of all such components have been safely constructed and comply fully with permitted documents and applicable Building Codes. Building Official Date: _ 1011 S/f g Fzog wfzR( (SEAL) Special Inspector Permit Number Page 3 of 3 Revised 119118 MY OF DELRAY BEA[H 100 NW Vt Avenue Delray Beach FL 33444 (561)243-7200 Fax: (561)243-7221 Website: mydelravbeach.com HARDSCAPE PERMIT APPLICATION (DRIVEWAYS, SIDEWALKS, PATIOS, DECKS, ETC.) PROPERTY CONTROL*: go - 113- (& - d ! -% -ay - a�(d PLEASE PRINT t JOBSITE ADDRESS PROPERTY OWNER NAME %1f HOMEPHONE S711 7SI-9 CELL PROPERTY OWNER ADDRESS Z3 14-1kN (L4R w'I D CONTRACTOR (COMPANY) NAME P A -- y ' rL + CONTRACTOR (COMP 17 ADDRESS f2 4SU lreSr IJ>°��� Ce�fa��gUy- CITY 1/-eailWil ST ' L _ZIP _3T1�2- BUS. PHONE (gN ) -3&0 CELL )SSI L7 -9%n FAX E-MAIL W 11"5@ 6"n' -V- Y±19 (d,— WC d,- FOR OFFICE USE ONLY BLDG PERMIT H/S PERMIT #: PERMIT FEE: SURCHARGES: PLAN CHECK FEE: MCR I<: APPROVALS: PLAN: DATE: ENG: DATE: P & Z: DATE: LAND: DATE: NOTE: PERMIT EXPIRES IF WORK %S NOT STARTED WITHIN 980 -DAYS OR IF ACTIVITY LAPSES FOR -180 DAYS. PLANS MUST BE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION IS REQUIRED ON ALL PERMITS. *ALL WORK TO BE ILLUSTRATED ON A SURVEYOR SITE PLAN, DRAWN TO SCALE.* Check one: RESIDENTIAL COMMERCIAL Check one: ASPHALT CONCRETE PAVERS Check all that apply and indicate individual costs, as applicable: DRIVEWAY* $ — SIDEWALK $ DECK (POOL, ETC.) $ ZWO WALKWAY $ RE -STRIPING* $ NEW PARKING LOT` $ PATIO* $ OVERLAY $ SEALCOATING $ OTHER $ Description Of Work: -FXWs(-V,- SIGNA10E OF QUALIFIER CV— o--)1 Z(-( CONTR. REGISTRATION # WCS1v(az OR WORKERS COMP# EXEMPT (FID /FEIN) # PLEASE WRITE LEGIBLYAND COMPLETE FULLY. ILLEGIBLE OR INCOMPLETE NOTARIZATIONS WILL NOT BEACCEPTED. STATE OF ! for IJ Ci COUNTY OF (-,;CLrGA / Personally Known 7" The foregoing instrument was acknowledged before me this / day OR of �L✓1 , 20_aby MCWf[A 0'%Q/(t Produced Identification Printed Name of Qualifier Type of Identification Produced C%%(�G�Q e�U,, (SEAL tpgY MICHELLE MELICIA Notary Signature =� ' ` MY COMMISSION # GG 053809 7/16 EXPIRES: December B, 2020 Nf9 OFF��P\o` Bodad Thru Budget Notary Ser*a a APPLICATION CERTIFICATION AND ACKNOWLEDGEMENT Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. A City Building Permit does not assure compliance with Homeowners Association's rules, regulations and/or deed restrictions. Applicant is advised to obtain approval from the Homeowners Association before improving any property. Applicant further acknowledges the following: • Separate permits must be secured for ELECTRICAL, PLUMBING, MECHANICAL, WELLS, POOLS, FIRE SPRINKLER, SIGNS, LANDSCAPE, IRRIGATION, ROOFING, SHUTTERS, ETC. • This permit becomes null and void if work or construction authorized is not commenced within six (6) months or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. Permit will be considered suspended or abandoned if it does not pass an inspection within 180 days and will be subject to a reactivation fee in the amount in force at the time of reactivation. • Failure to comply with all applicable construction regulations may result in the withholding of future permits. • Submission of any false information or misrepresentation is a violation of law and shall result in revocation of your permit. • NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER'S AFFIDAVIT: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. PROPERTY OWNER ST E OF ,LOR DA, COUNTY OF PALM BEACH Sign Owner Printed Name of Owner STATE OF FLORIDA, COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me This -C day A ALuS+ , 20 By ( JAOL�C1 6- L Personally Known OR Produced Identification Type of Identification: Signature of Notary MICHELLE MELICIA * t4",MMISSION # GG 053809 -2- g Notary Bonded Thru Budget Nota Services OFF4 GENERAL CONTRACTOR S ATE FLORIDA, COUNTY OF PALM BEACH Signae of Qu ifier— Ir , , ,r Ie Printed Name of Qualifier STATE OF FLORIDA, COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me This 5C) day A � L4-� 20 1$ By I�C3%i 1(i % rpt &I' A f -t --4 Personally Known OR Produced Identification Type of Identification: Signature of Notary o,,,Y PUS, MICHELLE MELICIA a .{9FAL]MYCOMMISSION #GG 053809 OF r,.6'P Bonded Thru Budget Notary Services CITY OF OElRp4 BEp[N- - ;kS2, 100 NW 13t Avenue Delray Beach FL 33444 (561) 243-7200 Fax: (561) 243-7221 Website. MY Iraybeach.com PROPERTY CONTROL #: )0 - 201° ROOF / RE -ROOF PERMIT APPLICATION AlsTeg (-�Qm i T 4-1-7 - 1(o W�/ 09 _ yb _ 660 - 00S-0 PLEASE PRINT aim Beach DDRESS 23 JOB SITE ADDRESS— }4`t��PN'`1Qb0"e{`y{ PROPERTYO«'NERNAME PROPERTY M44Lm/ 'E, 0t8ou+-F HOME PHONE L) CELL 5(01- 3&? - !2Z PROPERTY OWNER ADDRESS S+gMe A3 A90vf ROOF CONT'R (COMPANY) NAME Gulfstream Roofing, Inc. ROOF CONT'R ADDRESS 140 NW 18 Avenue CITY Delray Beach ST FL ZIP 33444 BUS. PHONE 5( 61 ) 276-9500 CELL FAX 561-243-0077 E-MAIL Debbie@Gulfstreamroofing.com FOR OFFICE USE ONLY: BLDG PERMIT #: I:]— I% p ROOF PERMIT #: PERMIT FEE: 12 PLAN CHECK FEE: MCR #: APPROVALS: PLAN: DATE: P & Z: DATE: NOTE: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 -DAYS OR IF ACTIVITY LAPSES FOR 180 DAYS. PLANS MUST SE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION IS REQUIRED ON ALL PERMITS. PROJECT COST (Labor and Material) $ 46W-00 covQ12 l> Qu¢c.tf — Lo551A Check one: X NEW CONSTRUCTION _RECOVER OVER EXISTING _REMOVE EXISTING & REPLACE _R!R A/C UNITS (Engineer's Letter Required) (Mech. Permit Required) Check one: X SINGLE-FAMILY* —MULTI -FAMILY COMMERCIAL #MITIGATION REQUIREMENTS IF SINGLE FAMILY: 1. YEAR BUILT (check one): BEFORE MARCH 2002 (Go To #2) AFTER MARCH 2002 2. HOUSE VALUE: S— MUST PROVIDE: HOME INSURANCE SUMMARY SHEET OR (IF $300,000, OR MORE, NOT INCLUDING LAND VALUE, COPYOF MOST RECENT TAX PROPERTY APPRAISER OFFICE LL OR E GO TO #3) 3. SUBMIT RE -ROOFING MITIGATION DOCUMENT PACKAGE And BUILDING APPLICATION TYPE/COLOR OF ROOF MATERIAL REMOVED TYPE/COLOR OF ROOF MATERIAL INSTALLFI) NOTE: FOLLOW MANUFACTURER'S GUIDELINES AND NOTICE OF ACCEPTANCE FOR SHINGLE INSTALLATION. ROOF TYPE (CIRCLE): MANUFACTURER: PRODUCT APPROVAL NUMBER: FLAT -- SLCaETl 5: 12' ��, Boral Roofing LLC FL28328 (Saxony Slate) /CCC011249 CONTR. REGISTRATION # STATE OF 4013751757 OR WORKERS COMP# COUNTY OF aim Beach The foregoing The instrument was acknowledged before me this day of January , 201 —9 Robert J. McDonald, Pres. Public Signature of Notary EXEMPTS (FID /FEIN) # Personally Known X OR Produced Identification Type of Identification Produced Dr,13MI ROY ;1 Rvsd. 3/10 Schedule of Values (Additional) Project: O'Boyle Residence Date: Jan 8 2019 Plans Currie Sowards Aguila Architects Permit Number 17-168971 Description Quanity Unit Cost Total Additional Amount Demolition 1 7,500.00 $7,500.00 Kitchen Bath Cabs 1 28,750.00 $28,750.00 Insulation $0.00 Doors Hardware $0.00 Flooring $0.00 Frame and Drywall 1 27,500.00 $27,500.00 Plumbing Systems $0.00 HVAC $0.00 Gas $0.00 Electrical $0.00 Roof 1 4,600.00 $4,600.00 Hardscape Application 1 25,000.00 $25,000.00 Sub -Total $93,350.00 CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 \PJ(144� '�IAJ� Contractor, Ow r, Agent "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 8/09/18 Permit Type: BUILDING PERMIT 8/12 Permit No.: Permit Phone Access#: 2257319 17-00168971 000 000 B3 00 city Ran e Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 2688.00 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements 63.82 ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 SEAGATE CONSTRUCTION GROUP LLC 561-266-9910 601 N CONGRESS AVE #114 DELRAY BEACH FL 33445 Additional Comments 001-0000-208.06-00 REV. G01 1/22/19 5694.75 Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 129050 Schedule of Fees and Additional Information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 5468.00 2780.00 2688.00 001-0000-322.10-00 OTHER FEES: BLDG SURCHARGE -DCA 90.70 63.82 26.88 001-0000-208.05-00 BLDG SURCHARGE-DBPR 136.05 95.73 40.32 001-0000-208.06-00 GRAND TOTAL 5694.75 2939.55 2755.20 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE USE OF ENERGY STAR PRODUCTS. THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray each. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 Contractor, Owner, Agent Permit Type: MISCELLANEOUS PERMIT 8/12 Permit Phone Access#: 2310340 "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 1/23/19 Permit No.: 17-00168971 000 000 MISN 00 city Ran e Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR UK PHL Subdivision Name Improvements ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 OWNER/BUILDER DELRAY BEACH FL 33444 Additional Comments POOL DECK Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 25000 Schedule of Fees and Additional I PERMIT FEES OTHER FEES: BLDG SURCHARGE -DCA 1ST BLDG SURCHARGE-DBPR 1ST GRAND TOTAL AMT CHRG AMT PAID AMT DUE ACCOUNT 568.00 .00 568.00 001-0000-329.35-00 5.68 .00 5.68 001-0000-208.05-00 8.52 .00 8.52 001-0000-208.06-00 582.20 .00 582.20 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE. - USE OF ENERGY STAR PRODUCTS. - THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in buiiding plans or specitications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. CITY OF DELRAY BEACH COMMUNITY IMPROVEMENT DEPT. (561) 243-7200 INSPECTIONS - CALL (561) 243-7218 Contractor, Owner, Agent "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" Date Applied: 4/13/17 Prepared by: BARKER Date Issued: 1/23/19 Permit Type: ROOF PERMIT 8/12 Permit No.: Permit Phone Access#: 2310365 17-00168971 000 000 R3 00 city Range Twnsh . Section Subdivision Block Lot Plat/Book/Page 20 43 46 09 46 000 0050 OTHER FEES: Property Address Zoning Reviewed B 23 HIDDEN HARBOUR DR 2.18 001-0000-208.05-00 UK PHL Subdivision Name 3.27 Improvements GRAND TOTAL 223.45 .00 223.45 ALTERATION - INTERIOR & EXTERIOR -RESIDENTIAL Owner's Name/Address/Telephone Contractor's Name/Address/License/Telephone OBOYLE MARTIN E 23 S HIDDEN HARBOR DR DELRAY BEACH FL 334837244 GULFSTREAM ROOFING, INC. 140 NW 18TH AVE DELRAY BEACH EL 561-276-9531 33444 Additional Comments Construction EPI/EER FFE FLZ Occupancy Sq. Ft. Valuation V -B .00 .00 AE R-3 4600 Schedule of Fees and Additional information AMT CHRG AMT PAID AMT DUE ACCOUNT PERMIT FEES 218.00 .00 218.00 001-0000-329.22-00 OTHER FEES: BLDG SURCHARGE -DCA 2ND 2.18 .00 2.18 001-0000-208.05-00 BLDG SURCHARGE-DBPR 2ND 3.27 .00 3.27 001-0000-208.06-00 GRAND TOTAL 223.45 .00 223.45 SPECIAL NOTES & RESTRICTIONS: INTERIOR REMODEL- KITCHEN/FAMILY ROOM ONLY FLOOD ZONE: AE6 F.F.E= EXISTING THE CITY OF DELRAY BEACH ENCOURAGES THE, USE OF ENERGY STAR PRODUCTS. THIS PERMIT SHALL BECOME NULL AND VOID UNLESS THE WORK AUTHORIZED IS COMMENCED WITHIN ONE HUNDRED AND EIGHTY (180) DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED IS NOT INSPECTED FOR A PERIOD OF ONE HUNDRED AND EIGHTY (180) DAYS FROM TIME WORK IS COMPLETED. Any change in building plans or specifications must be recorded with this office. Any work not covered above, must have a valid permit prior to starting. In consideration of the granting of this permit, the owner and builder agree to erect this structure in full compliance with the Code of Ordinances of the City of Delray Beach. Ly., ns, Patrick From: William Ring <wring@commerce-group.com> Sent: Thursday, November 1, 2018 3:49 PM To: Lyons, Patrick Subject: RE: 23 Hidden Harbour Dr. Permit #17.168971 Thanks — I will get this over to Bob Currie. William F. Ring Real Estate & Development Commerce Group 1280 West Newport Center Drive Deerfield Beach, FL 33442 954-570-3510 (ph) 954-360-0807 (fax) 954-328-4383 (cell) From: Lyons, Patrick <LyonsP@mydelraybeach.com> Sent: Thursday, November 01, 2018 3:48 PM To: William Ring <wring@commerce-group.com> Subject: 23 Hidden Harbour Dr. Permit #17.168971 Good afternoon Bill, I have eliminated the second permit, so now everything is under 17.168971. There is some outstanding comments that need to be addressed. Thanks again for all your help on this Bill. Building Permits Self Service "00 Should you require assistance, please call 561-243-7200. When Permit is Ready, You Will Be Called With Total Fee Due. Permits are not ready for pickup until the Building Dept status is 'Approved'. Plan Review Status Application/Permit Number: 1700168971 Site Address: 23 HIDDEN HARBOUR DR Description: PERMIT STATUS: IN APPROVAL Plan Review Steps Plan Step Date to Reviewer Status Comments Agency ELECTRICAL REVIEW 7/7/2017 GREGORY S `'=''P APPROVED BANKS ELECTRICAL REVIEW 11/1/2018 STEVE TOBIAS APPROVED PLUMBING REVIEW 6/23/2017 ISTEVE TOBIAS JAPPROVED PLUMBING REVIEW STEVE TOBIAS DISAPPROVED Cluts1de shoYver v ed—fi 15 111/1/2018 Please Correct MECHANICZAL 4/24/2017 MIKE JOHNSON APPROVED REVIEW MEHANICAL 11/1/2018 STEVE TOBIAS APPROVED REVIEW PLUMBING - GAS 8/7/2018 STEVE TOBIAS APPROVED PLUMBING - GAS 11/1/2018 STEVE TOBIAS APPROVED PLAN REVIEW 8/8/2018 PAT LYONS APPROVED PLAN REVIEW 11/1/2018 PAT LYONS DISAPPROVED 2. Provide a Hardscape and Roof Appljotipp 3. Provide a signed contract with cost of construction, breakdown Electrical, Plumbing, Plumbing -gas, and Hardscape cost. 4.S. Patrick Lyons Structural Plan Reviewer Building Department (561)243-7245 lyonsp@mydelraybeach.com CITY OF OELRAY BEACH FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM 8402-2017 Climate Zone ❑ Scope: Compliance with Section R401.2(1) of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME��?jt32��sJt-�J� BUILDER: AND ADDRESS: Z9 OWNER: r PERMITTING JURISDICTION NUMBER:: CAI e1F*0r\ PERMIT NUMBER: General instructIons: 1. Fill in all the applicable spaces of the "To Be Installed" column on Table R402A with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 2. Complete page 1 based on the "To Be Installed" column information. 3. Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building I. 2. Single-family detached or multiple -family attached 2. gt#�Jt tE =W 1%.4 3. If multiple -family, number of units covered by this submission 3. 4. Is this a worst case? (yestno) 4. l40 5. Conditioned floor area (sq. ft.) 5. 135 6. Windows, type and area IMPACT', I_OW-GI 1444 a) U -factor: 6a. b) Solar Heat Gain Coefficient (SHGC) 6b. c) Area 6c. 7. Skylights a) 0 -factor: 7a. b) Solar Heat Gain Coefficient (SHGC) 7b. S. Floor type, area or perimeter, and insulation: a) Slab -on -grade (R -value) 8a. i5!. � R� b) Wood, raised (R -value) 8b. '- c) Wood, common (R -value) 8c. d) Concrete, raised (R -value) 8d. e) Concrete, common (R -value) 8e. - 9. Wall type and insulation: a) Exterior: 1. Wood frame (Insulation R -value) 9al. 2. Masonry (Insulation R -value) 9a2. R 4 b) Adjacent: 1. Wood frame (Insulation R -value) 9bl. 2. Masonry (Insulation R -value) 9b2. 10. Ceiling type and insulation a) Attic (Insulation R -value) 10a. b) Single assembly (Insulation R -value) 10b. R- 22. 11. Air distribution system: O a) Duct location, insulation 11a. R -' to b) AHU location 11b. UfJC0.bMClP bb FKE c) Total duct leakage. Test report attached. 11c. cfm/100 s.f. Yes ❑ No ❑ 12. Cooling system: a) type 12a. !�Azrmx b) efficiency ! I i 12b. ZO.S 13. Heating system: a) typeti�0� rL T H f1// �% 13a. E X=aeIC SMIP l b) efficie ��. ^ _ 14. HVAC sizing calculation;q&O�EcY' V_CE AiSS: "� ��� 13b. 14.JDirA�'�E1� Yes L7 No ❑ 15. Water heating system: --a) �e' t i 15a. S-��j 'r_ 1� fl .� b�effici C`. 33289 - _ 15b. 1 hereby certify that the plafis Os e�cificatiops covered bar *is4orm are Review of plans and specifications covered by this form indicate in compliance with lord Energy C n$e PREPARED BY: {� Cate no compliance with the Florida Building Code, Energy Conservation. Before construction is complete, this building be inspected for in hereby certify that this buil ih,cgp� liance with jh �lfjo a Building will compliance accordance with Section 553.908, F.S. Code, Energy Conservation.' f O R I © N �N f�/�qi{,�� CODE OFFICIAL: OWNER/AGENT: Date: FLORIDA BUILDING CODE - ENERGV�6� RVATION, 6th EDITION (2017) R-55 FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having <_ 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7), Florida Air distribution system R403.3.4 Statutes, or individuals licensed as set forth in Section 489.105(3) (f), (g) or (i), Florida Statutes. Air handling units are not allowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to > R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Swimming pools & spas R403.10 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82%. Heat pump pool heaters minimum COP is 4.0. Cooling/heating R403.7 Sizing calculation performed & attached. Special occasion cooling or heating capacity requires separate system or equipment variable capacity system. Lighting equipment R404.1 At least 75% of permanently installed lighting fixtures shall be high -efficacy lamps. FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57 BP21OU01 City of Delray Beach Florida 5/27/20 Application Miscellaneous Information Maintenance 8:52:29 Application number . . . . . 18 00178905 Property Control Number . . 20 43 46 09 46 000 0050 Address . . . . . . . . . 23 HIDDEN HARBOUR DR Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information CO 9/07/18 Y EXTERIOR ALTERATION: EXPAND EXISTING CO 9/07/18 Y PLATFORM IN THE BACK OF THE HOUSE & CO 9/07/18 Y ADDITION OF A COVERED PATIO HOLD 9/07/18 NOC NEEDED PRIOR TO FIRST INSP HOLD 9/07/18 $1.00 HOLD MISC 9/07/18 CODE VER: FBC 2017 MISC 11/01/18 PERMIT CLOSED. THIS SCOPE OF WORK WAS MISC 11/01/18 ADDED TO PERMIT 17-168971 AS A REVSION MISC 11/01/18 T/S: 11/01/2018 02:56 PM TIERNEYB MI20 9/07/18 Y THE CITY OF DELRAY BEACH ENCOURAGES THE MI20 9/07/18 Y USE OF ENERGY STAR PRODUCTS. Bottom F3=Exit F6=Add F12=Cancel BP210U01 City of Delray Beach Florida 5/27/20 Application Miscellaneous Information Maintenance 8:53:00 Application number . . . . . 17 00168971 Property Control Number . . 20 43 46 09 46 000 0050 Address . . . . . . . . . . 23 HIDDEN HARBOUR DR Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ CO 4/13/17 Y INTERIOR REMODEL- KITCHEN/FAMILY ROOM CO 4/13/17 Y ONLY CO 4/13/17 Y FLOOD ZONE: AE6 CO 4/13/17 Y F.F.E= EXISTING _ CONT 2/20/20 2/20/20 RCVD LETTER FROM CONT'R TO BE CONT 2/20/20 REMOVED FROM PERMIT. NO WORK FROM THEM CONT 2/20/20 AS OF 11/9/18, PER LETTER. CONT 2/20/20 ALL PERMITS REVOKED UNTIL A NEW G/C OR CONT 2/20/20 O/B APP IS SUBMITTED. KEB _ HLD1 8/09/17 * NOC REQUIRED PRIOR TO INSPECTION HLDl 8/09/17 *** $1.00 HOLD *** More... F3=Exit F6=Add F12=Cancel BP210U01 City of Delray Beach Florida 5/27/20 Application Miscellaneous Information Maintenance 8:53:00 Application number . 17 00168971 Property Control Number . . 20 43 46 09 46 000 0050 Address . . . . . . . . . . 23 HIDDEN HARBOUR DR Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ HLD2 8/09/18 *** PER PLANS STAMPED BY THE TOWN OF HLD2 8/09/18 GULFSTREAM *** HLD2 8/09/18 PILE FOUNDATION: NO SLAB/ GRADE BEAM HLD2 8/09/18 INSPECTION UNTIL FORM BOARD SURVEY, HLD2 8/09/18 ENGINEERS PILE LOG AND TERMITE HLD2 8/09/18 TREATMENT REPORT IS SUBMITTED TO THE HLD2 8/09/18 BUILDING DEPT. _ HOLD 7/17/18 *7/17/18, PER STEVE TOBIAS: PER HOLD 7/17/18 CONVERSATION WITH GULFSTREAM CM, CITY HOLD 7/17/18 CLERK, AND LEGAL, NEW PERMIT SUBMITTAL HOLD 7/17/18 REQUIRED BY GULFSTREAM. THIS PERMIT HAS More... F3=Exit F6=Add F12=Cancel BP21OU01 City of Delray Beach Florida 5/27/20 Application Miscellaneous Information Maintenance 8:53:00 Application number . . . . 17 00168971 Property Control Number 20 43 46 09 46 000 0050 Address . . . . . . . . . 23 HIDDEN HARBOUR DR Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HOLD 7/17/18 EXPIRED DUE TO LACK OF GOOD FAITH HOLD 7/17/18 EFFORT ON PART OF APPLICANT. HOLD 7/17/18 PERMIT HAS BEEN CLOSED AND SENT FOR HOLD 7/17/18 ARCHIVING. HOLD 7/17/18 *7/30/18 PER MAX LOHMAN AND LYNN GELIN, HOLD 7/17/18 OK TO REOPEN. HOLD 7/17/18 APPLICATION TYPE TO BE CHANGED FROM HOLD 7/17/18 INTERIOR/EXTERIOR ALTERATION TO HOLD 7/17/18 INTERIOR ALTERATION ONLY. LETTER TO BE HOLD 7/17/18 GIVEN TO CITY BY APPLICANT ADDRESSING HOLD 7/17/18 CHANGE IN APPLICATION TYPE. PERMIT WILL More... F3=Exit F6=Add F12=Cancel BP21OU01 City of Delray Beach Florida 5/27/20 Application Miscellaneous Information Maintenance 8:53:00 Application number . . . . . 17 00168971 Property Control Number . . 20 43 46 09 46 000 0050 Address . . . . . . . . . . 23 HIDDEN HARBOUR DR Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HOLD 7/17/18 BE UPDATED WITH NEWEST CODE. PER OUR HOLD 7/17/18 LEGAL DEPT, UPDATED GULFSTREAM STAMPS HOLD 7/17/18 ARE NOT REQUIRED FOR INTERIOR WORK. HOLD 7/17/18 SBT/KEB MISC 4/13/17 CODE VER: FBC 2014 MISC 11/01/18 PERMIT 18-178905 CLOSED. THAT SCOPE OF MISC 11/01/18 WORK WAS ADDED TO THIS PERMIT AS A MISC 11/01/18 REVSION T/S: 11/01/2018 02:56 PM MISC 11/01/18 TIERNEYB ---- MI20 4/13/17 Y THE CITY OF DELRAY BEACH ENCOURAGES THE MI20 4/13/17 Y USE OF ENERGY STAR PRODUCTS. More... F3=Exit F6=Add F12=Cancel BP210U01 City of Delray Beach Florida Application Miscellaneous Information Maintenance Application number . . . . . Property Control Number . . Address . . . . . . . . . Type information, press Enter. 17 00168971 20 43 46 09 46 000 0050 23 HIDDEN HARBOUR DR 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information REV 11/01/18 11/1/18 REV G O1 SEAGATE REV 11/01/18 ADDED VALUE: $63,750.00 REV 11/01/18 ADDED VALUE FEE $2755.20 (DMB 1/23/19) 5/27/20 8:53:00 Bottom F3=Exit F6=Add F12=Cancel BP502I03 City of Delray Beach Florida 5/27/20 Inspection Inquiry - Inspection Selection 08:55:07 Property address . . . . . . 23 HIDDEN HARBOUR DR Property Control Number . . . 20 43 46 09 46 000 0050 Application number . . . . . 17 00168971 Application type . . . . . . ALTERATION - INTERIOR - RESIDENTIAL Type options, press Enter. 1=Select Opt Str/Seq Pmt/Seq Inspection Type Seq Insp Result/Date 000 000 E3 00 TEMP FOR TEST 0001 SPEC AP 12/06/19 Bottom F3=Exit F11=View 2 F12=Cancel ID'a OFFICE COPY I} 1L8941 REPORT OF GEOTECHNICAL EXPLORATION PROPOSED O'BOYLE RESIDENCE ADDITION 23 NORTH HIDDEN HARBOUR DRIVE GULF STREAM, FLORIDA FOR COMMERCE GROUP, INC. 1280 WEST NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PREPARED BY NUTTING ENGINEERS OF FLORIDA, INC. 1310 NEPTUNE DRIVE BOYNTON BEACH, FLORIDA 33426 Nutting Engineers of Florida Inc. I Established 1967 Your Project is Our commitment ORDER NO. 16726.2 AUGUST 2017 Geotechnical & Construction Materials Engineering, Testing & Inspection Environmental Services Offices throughout the state of Florida www.nuttingengineers.com info@nuttingengineers.com 1: Nutting Engineers of Florida Inc. I Established 1967 Your Project is Our Commitment v u August 15, 2017 Mr. Bill Ring Commerce Group, Inc. 0 1280 West Newport Center Drive Deerfield Beach, Florida 33442 U, Phone: 954-570-3510 Email: wring@commerce-group.com Subject: Report of Geotechnical Exploration Proposed O'Boyle Residence Addition 23 North Hidden Harbour Drive Gulf Stream, Florida Dear Mr. Ring: 1310 Neptune Drive Boynton Beach, Florida 33426 561-736-4900 Toll Free: 877 -NUTTING (688-8464) Fax: 561-737-9975 Broward 954-941-8700 St. Lucie 772-408-1050 Miami -Dade 305-557-3083 www.nuttingengineers.com Nutting Engineers of Florida, Inc. (NE), has performed a Geotechnical Exploration for the proposed addition at the above referenced site in Gulf Stream, Florida. This exploration was performed in accordance with the verbal authorization to proceed provided by Commerce Group, Inc. dated July 26, 2017. This evaluation was performed to obtain information regarding subsurface soil/rock conditions at specific test locations which along with proposed construction information provided was used to develop opinions regarding earthwork procedures and foundations for support of the proposed construction. This report presents our findings and recommendations based upon the information examined at the time of this evaluation. PROJECT INFORMATION We understand that plans include the construction of small 100 square foot addition in the rear portion of the existing residence along with the construction of a new pool and pool deck. The addition and pool are planned to be supported upon newly constructed foundations. We understand that the existing residence is supported upon a deep foundation system, piles. We understand that the new columns are proposed to be supported upon a helical pier deep foundation system. Based on this information our recommendations reflect the planned construction. OFFICES Palm Beach Miami -Dade St. Lucie 1 6` -Sol y Based on current site elevations, we estimate that one to two feet of fill may be required to bring the site up to construction grade; however, the final building pad elevation shall be determined by a professional architect, civil engineer, or other qualified party. NE should be notified in writing by the client of any changes in the proposed construction along with a request to amend our foundation analysis and/or recommendations within this report as appropriate. GENERAL SUBSURFACE CONDITIONS Soil Survey Maps As part of the geotechnical exploration, we have reviewed available Soil Conservation Service (SCS) survey maps for Palm Beach County. These SCS maps provide qualitative information about potential general shallow soil conditions in the project vicinity. This information was derived from approximately 6 ft. deep manual auger borings, aerial photo and surface feature interpretation at some point in the past (mid 1980's to early 1970's). The SCS data may or may not reflect actual current site conditions. A review of the Soil Survey for Palm Beach County revealed that at the time the survey was conducted, the soils at the site were described as Arents- Urban land complex, organic substratum. These soils are described as nearly level, somewhat poorly drained sandy soils that were either dredged from nearby waterways or imported from other areas and used for fill material. The areas were formerly organic marshes and swamps that were filled with a heterogeneous overburden material for urban land use. We note that the soil surveys were typically penetrated to a depth of approximately six feet. Subsurface Exploration NUTTING ENGINEERS OF FLORIDA, INC. performed one Standard Penetration Test (SPT) boring (ASTM D-1586) to a depth of forty feet below land surface. The location of the, test boring is indicated on the boring location plan presented in the Appendix of this report. The boring location was identified in the field using approximate methods; namely, a measuring wheel and available surface controls. As such the soil boring location should be considered to be approximate. Test Boring Results In general, the soil boring location recorded a surface layer of topsoil in the upper six inches underlain by loose to very loose brown to tan sand with some limestone fragments and trace organics to a depth of fourteen feet. Hulling Engineers of Florida Inc. I Established 1967 Below the sand soils medium hard to hard light tan limestone with some sand lenses was encountered to a depth of forty feet, the maximum depth explored. Please see the enclosed soil classification sheet in the Appendix of this report for additional important information regarding these descriptions, the field evaluation and other related information. Rock Formation Note: It is possible that the weathered limestone encountered may extend to greater depths and be present in areas other than recorded in the test boring. Generally, rock in the South Florida area may include limestone or sandstone which have irregularities and discontinuities including vertical and horizontal solution features, varying surface and bottom elevations, and varying degrees of hardness. The rock features may also contain intervening sand and other material filled lenses. The standard penetration test boring executed in this evaluation was performed in accordance with the normal standard of care in this area. Despite this, this process may sometimes fail to detect the presence of rock strata by passing through solution features. Solution features can be very common in rock strata in Southeast Florida. Also given the brittle nature of some rock strata, rocks may readily shatter when hit by the split spoon. These strata which may not be depicted in the soil boring logs may present significant resistance to excavation and pier installation. These solution features may result in variability in the final pier tip elevation as a function of pier helix diameter with smaller diameter helices potentially extending to greater depth. Groundwater Information The immediate groundwater level was measured at the boring location at the time of drilling. The groundwater level was encountered at approximately four feet below the existing ground surface at the time of drilling. The immediate depth to groundwater measurements presented in this report may not provide a reliable indication of stabilized or more long term depth to groundwater at this site. Water table elevations can vary dramatically with time through rainfall, droughts, storm events, flood control activities, nearby surface water bodies, tidal activity, pumping and many other factors. For these reasons, this immediate depth to water data should not be relied upon alone for project design considerations. Nutting Engineers of Florida Inc. I Established 1467 3 .01NIVERSARy iY 1967-2017 ANALYSIS AND RECOMMENDATIONS The boring performed for this project suggests that the subsurface soils are in a very loose and very soft state in the upper fourteen feet at this site. We also understand that approximately one to two feet of fill may be added to the site before construction. Based on these conditions, the use of conventional shallow footings over the existing soil profile would result in excessive total and differential settlements of the proposed structure. We understand that the proposed new column foundations and pool are anticipated to be supported upon a helical pier deep foundation system. Based on this information we have provided helical pier recommendations below. Once plans are more finalized for the proposed construction, we should review the plans to determine whether additional details or changes to our recommendations are warranted. Deep Foundation Option Based on site conditions, it is our opinion that a helical pier deep foundation system is the most appropriate deep foundation system for proposed addition and pool. If other deep foundation system options are desired our office should be notified in writing in order to investigate other possible options. Helical Piers: Helical Piers consist of a galvanized solid steel shaft with an eight -inch (can be variable) plate on the bottom, called a helix. The shaft and helix are hydraulically augured into the ground with a measured amount of torque. The torque used to install the helix can be converted to the amount of weight that the pier can hold. Helical anchors can provide an allowable compressive capacity ranging from 7 to 15 tons when installed to competent material. Based on the test borings performed, helical piers will be required to be installed to depths of at least thirty to forty feet below the existing ground surface in order to achieve end bearing capacities on the order of 7 to 15 tons. End bearing helical piers must be designed for the proposed construction, because of this the actual pier depth can greatly vary at the site. We note that all piers must be installed below depths of seventeen feet to ensure sufficient advancement below the organic soils prior to achieving capacity. This type of pile is generally used where accessibility is limited, and in small addition areas, where only a few piles are needed. The shaft size and number of helices are variable and are designed to meet the needs of each individual project, therefore, the structural loads, and preliminary layout will need to be accomplished prior to determining the helical pier configuration. The installation of the pile system should be monitored by a representative of Nutting Engineers on a full-time basis to verify that the engineering intent is accomplished. Hutting Engineers of Florida Inc.I Established 1967 4 ANNtViRSARYi 67-2017 �^' GENERAL INFORMATION Our client for this geotechnical evaluation was: Mr. Bill Ring Commerce Group, Inc. 1280 West Newport Center Drive Deerfield Beach, Florida 33442 The contents of this report are for the exclusive use of the client, the client's design & construction team and governmental authorities for this specific project exclusively. Information conveyed in this report shall not be used or relied upon by other parties or for other projects without the expressed written consent of Nutting Engineers of Florida, Inc. This report discusses geotechnical considerations for this site based upon observed conditions and our understanding of proposed construction for foundation support. Environmental issues including (but not limited to), soil and/or groundwater contamination are beyond our scope of service for this project. No pier shall have a tip elevation higher than the recommended elevation without first contacting Nutting Engineers of Florida, Inc. in writing so that they may analyze any proposed changes. If Nutting Engineers of Florida, Inc. is not contacted regarding a change in pier tip elevations as indicated in this report, the geotechnical engineer /piling contractor initiating this change will be responsible for the redesigned pier capacity and performance. Furthermore, if the tip elevation is raised, a pile load test shall be performed at that location where the test borings indicate the least favorable conditions. If the pier design is changed without our knowledge, Nutting Engineers of Florida, Inc. is no longer the geotechnical engineer of record. If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location investigated, this office shall be notified immediately so that the condition or change can be evaluated and appropriate action taken. Excavations of five feet or more in depth should be sloped or shored in accordance with OSHA and State of Florida requirements. Nutting Engineers of Florida Inc. I Established 1967 i The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein, have been presented after being prepared in accordance with general accepted professional practice in the field of foundation engineering, soil mechanics and engineering geology. No other warranties are implied or expressed. We appreciate the opportunity to be of service on this project. If we can be of any further assistance, or if you need additional information, please contact us at your convenience. Sincerely, NUTTING ENGINEERS OF FLORIDA, INC. Richard C. Wohlfarth, P.E. Director of Engineering Attachments: Boring Location Plan Test Boring Report Soil Classification Criteria Limitations of Liability , P.E. #69947 REP COMMERCE GRP O'BOYLE RES ADD 23 N -HIDDEN HRBR GLFSTRM PIERS CEG Hutting e Engineers of Florida Inc. I Established 1467 6 Z O U, QLL U O p J Z F - w U) w F- z O J X O F- Q a a Q O I v X v aLU co IE C)LU OD d Xw0 0 19 ---'� h r- ( 1 a + 1,44 = o z LL V °wo°0= ° � - 9 107 v � L m a) O = I E p z 0 c) a` co cD I ' W o rn Z_W ow o m t— 073 �Z�� z W 1310 Neptun O-Noffing BORING NUMBER B-1 on Beach, Boynton Beach, FI., 33426 , Fl., OEM- Ine®rs Telephone: 551-736-4900 PAGE 1 OF 2 or Florida 1n iEsubnshcd 1967 Fax: 561-737-9975 PROJECT NUMBER 16726.2 CLIENT Commerce Group Inc. PROJECT NAME O'boyle Residence Addition PROJECT LOCATION 23 North Hidden Harbour Drive Gulfstream Florida DATE STARTED 8/7/17 COMPLETED 8/2/17 SURFACE ELEVATION REFERENCE Approx. @ Road Crown DRILLING METHOD - Standard Penetration Boring GROUND WATER LEVELS: LOGGED BY Dancor Group CHECKED BY C. Gworek YLAT TIME OF DRILLING 4.1 ft APPROXIMATE LOCATION OF BORING As located on site plan U ♦ SPT N VALUE Z = F- O MATERIAL DESCRIPTION W a Blows 5 vE20 10 20 30 40 PL M' LL aj � Z z 40 so 80 0 � O FINES CONTENT (%) 0 Dk. brown fine SAND, trace limestone fragments and root 20 40 GO 80 SS 1 1-2-3.3 6 2 2 3-2-2-2 4 5 Brown to dk. brown fine SAND, trace limestone fragments SS a 3 2-4.4.4 8 0 c� °i z SS 4 2.3.3.2 6 c9 0 10 .. Xr 5S 2-3.2.3 5 Dk. brown fine SAND, trace root W 0 � 0 15 Lt, brown LIMESTONE, trace sand SS 0 2.3.5.4 8 A. z W _o x z m N LU z W 20 SS 7 1.2.3-9 6 W W LY w J g} 61 n. o W 25 SS 8 33-24-14.18 38 ♦. V W w 0 0 U n W 30 SS 0 20-27.19.23 46 w Lt. gray LIESTONlittle s brown to It. ME, and - W 0 M z D zSS N 10 12.10.14-50/1"100+ >> ,w-35 (Continued Nexf Pagel Disclaimer Nutting Engineers of Florida. Inc. accepts no [lability for the consequences of the independent interpretation of drilling logs by others. Disclaimer Nutting Engineers of Florida, Inc. accepts no liability for the consequences of the independent interpretation of drilling logs by others. LIMITATIONS OF LIABLILITY WARRANTY We warranty that the services performed by Nutting Engineers of Florida, Inc. are conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession in our area currently practicing under similar conditions at the time our services were performed. No other warranties, expressed or implied, are made. While the services of Nutting Engineers of Florida, Inc. are a valuable and integral part of the design and construction teams, we do not warrant, guarantee or insure the quality, completeness, or satisfactory performance of designs, construction plans, specifications we have not prepared, nor the ultimate performance of building site materials or assembly/construction. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test borings; test pits are sometimes employed. The method of determining the boring location and the surface elevation at the boring is noted in the report. This information is represented in the soil boring logs and/or a drawing. The location and elevation of the borings should be considered accurate only to the degree inherent with the method used and may be approximate. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata as encountered and immediate depth to water data. The log represents conditions recorded specifically at the location where and when the boring was made. Site conditions may vary through time as will subsurface conditions. The boundaries between different soil strata as encountered are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling, nature and consistency of the respective strata. Substantial variation between soil borings may commonly exist in subsurface conditions. Water level readings are made at the time and under conditions stated on the boring logs. Water levels change with time, precipitation, canal level, focal well drawdown and other factors. Water level data provided on soil boring logs shall not be relied upon for groundwater based design or construction considerations. LABORATORY AND FIELD TESTS Tests are performed in general accordance with specific ASTM Standards unless otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed. Each test boring report indicates the measurements and data developed at each specific test location. Nutting I� Engineers .f#b1* 1Lft*11W 1 N Vow Project K 0w Comm8menl ANALYSIS AND RECOMMENDATIONS The geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it shall not be utilized to determine the cost of construction nor to stand alone as a construction specification. Contractors shall verify subsurface conditions as may be appropriate prior to undertaking subsurface work. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations commonly exist between boring locations. Such variations may not become evident until construction. Test pits sometimes provide valuable supplemental information that derived from soil borings. If variations are then noted, the geotechnical engineer shall be contacted in writing immediately so that field conditions can be examined and recommendations revised if necessary. The geotechnical report states our understanding as to the location, dimensions and structural features proposed for the site. Any significant changes of the site improvements or site conditions must be communicated In writing to the geotechnical engineer immediately so that the geotechnical analysis, conclusions, and recommendations can be reviewed and appropriately adjusted as necessary. CONSTRUCTION OBSERVATION Construction observation and testing is an important element of geotechnical services. The geotechnical engineer's field representative (G.E.F.R.) is the "owner's representative' observing the work of the contractor, performing tests and reporting data from such tests and observations. The geotechnical engineer's field representative does not direct the contractor's construction means, methods, operations or personnel. The G.E.F.R, does not interfere with the relationship between the owner and the contractor and, except as an observer, does not become a substitute owner on site. The G.E.F.R. is responsible for his/her safety, but has no responsibility for the safety of other personnel at the site. The G.E.F.R. is an important member of a team whose responsibility is to observe and test the work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. The enclosed report may be relied upon solely by the named client. SOIL AND ROCK CLASSIFICATION CRITERIA SAND/SILT N -VALUE (bp4 RELATIVE DENSITY 0-4 Very Loose 5- 10 Loose 11-29 Medium 30-49 Dense >50 Very dense 100 Refusal ROCK CLAY/STT.TV Ci.AV N -VALUE (bpi) UNCONFINED COMP, STRENGTH (ts1) CONSISTENCY <2 <0.25 V. Soft 2-4 0.25-0.50 Soft 5 - 8 0.50-1.00 Medium 9- 15 1.00-2.00 Soft 16-30 2.00-4.00 V. Stiff >30 >4. DO Hard N -VALUE (bp4 RELATIVE HARDNESS ROCK CHARACTERISTICS N> 100 Hard to v. hard Local rock formations vary in hardness from soft to very hard within short verti- cal and horizontal distances and often contain vertical solution holes of 3 to 36 inch diameter to varying depths and horizontal solution features. Rock may be brittle to split spoon impact, but more resistant to excavation. 25<N < 100 Medium hard to hard 5< N < 25 Soft to medium hard PARTICLE SIZE Boulder >12 in. Cobble 3 to 12 in. Gravel 4.76 mm to 3 in. Sand 0.074 min to 4.76 mm Silt 0.005 min to 0.074 min Clay <0.005 nun DESCRIPTION MODIFIERS 0-5% Slight trace 6-10% Trace 11-20% Little 21-35% Some >35% And Ma or Divisions I Group Symbols Typical names laboratory closstficatton criterlo p > A? 10✓ Q i 2 k b o a� > v d u 2 a `g — 2 u m g C GW We)l-graded gavels, gravel-sond mi=tales, little or no fine, L : E ° ' d {� a ° g 11o:. E 3 y g g u VV ; = V t7 a o 3 � i De) D Ce = greater tion 4;C� _ ( a0) behveenl and Dlo DtdrDeo GP Poody graded grovels, gravel -sand mT.I.—, linle, or ro fines N m meeting all grodollon requirement, for GW a { o v a 3 e Q Eo 0 a --Td -O A u SII n gr -,ie mixtures Atterhep limit, below 'A" line « P.I. less than 4 Above "A" tin. with P.I. between 4 and 7 ore border. fine cases requiring use of duel symbols. plasticity, gravelly days, sandy, clays, silty clays, lean cloys GC Clayey gravels, grpv.i-sand-cloy mixture, Anerberg limits above -A" line with P.I. greater than 7 » I? �' u $ < Q g # 4 y ° s F a f3 �_ SW Well -graded sonde, gravelly little or no fines 4 9 o -2 8 c _ 9= o „ c $ o pc c V d u i ppO a 4� V 9 0 g ,E f o – p a of low plasticiry – Ce = w greater than 6;C, = (D R. -greater a) behveen 1 and 3 DID D10xDep Ssitav Poorly graded sands, grelly sands, little or no fines Not meeiTni, all grodollon requirements for SW Co •$ o Q € SMe d Silty sands, sold -silt mixtures Atte,berg Nadir below "A" line or P.I. less than 4 Limits plotting In totched zone with P1. between 4 and 7 ore borderline cosec requiring use of duof system. re— fine sandy or silly tolls, elastic sots s� Clayey sands, surd -day mixtures Atterberg limits above line with P.I, more than 7 F, Nutting Engineers d lanes sof tNr,sµra tsrt You ArtrrrN W (pon�mnr Plostichy Chart Inorgonic silts and very fine sands, h* r«k flour, silty or clayey fine sands or clayey s1I1, with slight ple slicity e a Inorganic cloys of low to medium -O A u s E CL plasticity, gravelly days, sandy, clays, silty clays, lean cloys N p OL Organtc slits and organic slily clays o F a of low plasticiry – CL o Inorganic sllis, mtcoceous or d+otoma- 1i 5 c T MH re— fine sandy or silly tolls, elastic sots 21 Ol CH In«g-ic cloy, or high plosslchy, to[ 'g E a @ fb E_ clayr 11 ON 010 n1 cloys of medium to high '— Y L plasticity, organic sills zX PJ P70rwher �.,..Iic 0 Plostichy Chart CH OHa MH P CL ,C— F1l o Ol Plostichy Chart 100 NW 1" Avenue • Delray Beach FL 33444 a�!fLF ; l �gq/'�p¢y.g) 243-7200 • Fax (561) 243-7221 -,r PerMit Subnu* cess � t www.mydelraybeach.com B �� ILDN PERMIT APPLIC __ ,.. 1 APPL DATE F.B.C. VERSION ACCEPTED BY _ PERMIT NO. OWNER INFORMATION Name lN"IV Address 23 I4•hL4oN 442$,0%A car. City S+re4AM State fl- zip 33` 0 Home Phone (g5Ly ) S70 3513 Cell Phone ( ) Fax No. (015Li) 3U0 .-0tvi Email Address PROPERTY INFORMATION Property Control Number: Za-33-- Lko - 09 -�(,o -000 Address of Proposed Work Z3 Ale1'@ti Ii4i?U0Q C)r Legal Description lot S , 4AXb Ste or Apt # / Floor Project Name (if applicable - W5 v CONTRACTOR & DESIGNER INFORMATIO ❑ Check if Owner/Builder (See Page 3) Contractor License No. G 9C 0'a 1 12 L-1 Workers' Comp No. Company Address 7-3 14te6on, 44a ioo & Dr . / City (rvk{ S'b'°(w,State Zip �3 Phone 95LI Fax SLI 3400ft7 Cell Email !f Architect/Engineer's Name 14kftat- (–vtba.t2. Address 4$S NE l.)`h, o Sv. }.° ilk L (� lid/s oaf FOR PERMIT EXPEDITERS ONLY [for permit pick-upl: Contact Name ne Ext. Cell ;�.., Fee Simple Title Holder (if other tha wner)- --- Address State Zip Mortgage Lender i7 fng Company Address Address City ,----------------State _ Zis — City State Zip DESCRI ION OF PROPOSED IMPROVEMENTS De JWindows/Doors, etc.) 7Z�^ QiUL — Is this a City or Re-hab project? ❑ YesX,'-No Is the building served with an automatic fire sprinkler system? ❑ Yes 9 No Current Use or Occupancy i+vs-e *51 bQk4,( Is this a change in the Use or Occupancy? ❑ Yes No _ PERMIT VALUATION For Impact Fee Credit, Existing or Previous Structure Demolished? ❑ Yes ❑ No Type of Structure Demo)ished: ❑ SFR ❑ Commercial ❑ Commercial Accessory Building PLEASE CHOOSE ONE OF THE FOLLOWING: NEW CONSTRUCTION &ADDITIONS - FEE SCHEDULE I* MISCELLANEOUS PERMITS —FEE SCHEDULE II* CONSTRUCTION ALTERATIONS & GENERAL CONSTRUCTION—SCHED. III* TOTAL COS,�T OF CONSTRUCTION TO INCLUDE: TOTAL COST OF CONSTRUCTION: $ STRUCT ` AL, ROOFING, ELEC, MECH, PLBG COST OF CONSTRUCTION WITHOUT TRADES: $_ 1 SOI LUU , CIO NOTE. OTHER ASSOCIATED TRADES TO BE FEE'D SEPARATELY UNDER FEE SCHEDULE II OR III. THESE INCLUDE: LOW VOLTAGE, HOOD/SUPPRESSION SYSTEM, FIRE SPRINKLERS, IRRIGATION, LANDSCAPING, PAVING, ETC. NOTE: ALL SUB -TRADES TO BE FEED SEPARATELY. THESE INCLUDE ELEC, MECH, PLBG, ROOFING, LOW VOLTAGE, HOOD/SUPP SYSTEM, FIRE SPRINKLERS, IRRIGATION, LANDSCAPING, PAVING, ETC. *SEE BUILDING PERMIT FEE SCHEDULE FOR DETAILS APPLICATION CERTIFICATION AND ACKNOWLEDGEMENT Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. A City Building Permit does not asstfre compliance with Homeowners Association's rules, regulations and/or deed restrictions. Applicant is advised 'to obtaitn approval from the Homeowners Association before improving any property. Applicant further acknowledges the following: • Separate permits must be secured for ELECTRICAL, PLUMBING, MECHANICAL, WELLS, POOLS, FIRE SPRINKLER, SIGNS, LANDSCAPE, IRRIGATION, ROOFING, SHUTTERS, ETC. • This permit becomes null and void if work or construction authorized is not commenced within six (6) months or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. Permit will be considered suspended or abandoned if it does not pass an inspection within 180 days and will be subject to a reactivation fee in the amount in force at the time of reactivation. • Failure to comply with all applicable construction regulations may result in the withholding of future permits. • Submission of any false information or misrepresentation is a violation of law and shall result in revocation of your permit. • NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. o ,i4j ' ;' _ � ROAD �9 OWNER'S AFFIDAVIT: I hereby certify that I have read and x`alr ir6)RWp.9p ptiori "and krio' w the same to be true and correct. All provisions of laws and ordinances governing this type of work willf be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. OPERTY OWNER ATE,9F FLOVIDA, COUNTY OF PALM BEACH Sign. eofOwne r k;0.Tl1J a Printed Name of Owner STATE OF FLORIDA, COUNTY OF M BEACH The foregoing instrument was acknowledged before me This 10 day 021. 1 20 1-1 By MAK4* C. (31&y1e _Personally Known OR Produced Identification Type of Identification: 4--c- Signature of Notary �otNev PUBMICHELLE MELICIA MY COMMISSION # GG 053809 -2- N. `oe EXPIRES: December 8, 2020 70F Ff Bonded Tiuu Budget Notay Sef*" TOR , COUNTY OF PALM BEACH igna e of Qualifier Printed Name. of Qualifier STATE OF FLORIDA, COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me This 10 day A"Pr` ( 20 ' -J By ft�+n E• 0160V t o Personally Known OR Produced Identification Type of Identification: Signature of Notary (SEAL) tot; � MIC�HEIIEEIAMYCOM053809 r o� EXPIRES: December 8, 2020 Bonded Th. Budget Notary Services OTY OF DELRAY BEA[H RECEIVEI&VIVIBING PERMIT APPLICATION JUL 1 . 2Q1Q i�S2(1NCLUDFj1@W1W191tjW0jPjjj)kM 100 NW 1st Avenue Delray Beach FL 33444 Aper r' .t Su (561) 243-7200 Fax: (561) 243-7221 Town ®f �L1IfSti@111, FL j�ti$js !� � Website: mydelrayybeach.com PROPERTY CONTROL #: 10 - -_4.L- Doc) - UQGD PLEASE PRINT: JOBSITE ADDRESS 65'7 -� �i/ �G��7 PROPERTY OWNER NAME i HOME PHONE CEL PROPERTY OWNER ADDRESS PLUMBING CONT'R (COMPANY) NAME PLUMBING CONT'R (COMPANY) ADDRESS CITY ST Z'(- ZIP 3 3U ra 6 BUS PHONLY(� CELL 7 FOR OFFICE USE ONLY: BLDG PERMIT #:,1;7 PLBG PERMIT #: PERMIT FEE: PLAN CHECK FEE: MCR #: APPROVALS: PLBG: DATE: FIRE: DATE: ESD: DATE: FAX E-MAILS Illy e<Ql,� y P NOTE: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 -DAYS OR IF ACTIVITY LAPSES FOR 180 DAYS. PLANS MUST BE ON THE JOB SITE FOR ALL INSPECTIONS. FINAL INSPECTION IS REQUIRED ON ALL PERMITS. DESCRIPTION OF WORK: RESIDENTIAL COMMERCIAL TYPE OF INSTALLATION — CHECK ALL THAT APPLY: GENERAL PLUMBING: NEW 1--REPAIR/REPLACEMENT WATER HEATERS: ELECTRIC GAS SEWER CONNECTION: WATER CONNECTION: SOLAR PANEL INSTALLATION: SCOPE OF WORK (Describe W/O/RK and LOATION: K�itche edroom/Garage, etc): ��y PROJECT COST (LABOR ANDIVMATERIAL): ❑ FIRE SPRINKLER: (3 SETS OF PLANS REQUI$WI)°� NUMBER OF HEADS _ g F I AIIt/REPLACEMENTIRELOCATION OJECT''COST: (LASOIZ AND 1VIA F¢ .., ❑GAS ORK: NE t REPAtEPLACEMENT GENERATOR TYPE F GAS: NATURAL NUMBER OF OUTLETS: 7JE OF WORK CT COST (I _ C,, /%229 P5/ A'/�17ZXXtIW'OR ATJ E F QIfA I IFIER CONTR. REGISTRATION # WORKERS COMP # EXEMPT (FID /FEIN) # STATE OF� ov't��_I COUNTY OF:] 1 p r t Personally Known The foregoing instrument was acknowledged before me this �_ day OR of 20 by p Produced Identification z (7Type of Identifica�io Produced ` � ► cA-n SR. r'► .,, REBECCA TEW +°� w`�•: Notary Public -State of Florida (SEAL) Signature o Notary Public * _ y . • Commission # GG 001218 Rvsd. 3/10 My Comm. Expires Jun 13. 2020 F°, F,�, Bonded through National Notary Assn. City of Delray Beach Building Department 100 NW Isc Avenue Delray Beach, FL 33444 February 20, 2020 RE: Permit # 17-168071 To Whom It May Concern S EAfc-a`ATE CONSTRUCTION GROUP F E B 2 0 2020 It has come to my attention that Permit # 17-168971 remains active as the General Contract Seagate Construction Group, LLC. This is incorrect. Our last day of work on the job was November 09, 2018 and the job was transitioned to the owner's responsibility. At that time the permit had not been issued for the project and no further action was taken by Seagate Construction Group, its Qualifier and/or any of its staff in connection with the permit application. For additional information please feel free to contact me at the infor/�n provided below. l� ds Garrett Graue President 561-779-3239 gYraue0seahaecg.co141 Before me, a Notary Public, personally appeared C�a-cmt~ who acknowledge before me that he (they) executed the foregoing instrument for the use and purposes thereof. In witness whereof, I have hereunto set my hand and official seal at ?a\m County, Florida, this Zta day of �ehr� Zama Ngtaa-xy Public, State of Florida azure Seagate Construction Group Phone: (561) 266-9910 Fax: (561) 266-2815 My Commission Expires: 09 O zo?—ca 601. N. Congress Ave Suite 114 Delray Beach, FL 33445 4V��tecg coni v PU�`�c ANDREW MAGGIORE Notary Public - State of Florida Commission # GG 028474 +P f c�p�`; g++"'0 My Comm. Expires Sep 8, 2020 Bonded through National Notary Assn. 601. N. Congress Ave Suite 114 Delray Beach, FL 33445 4V��tecg coni Am WMAW A� HVAC PLUMBING ELECTRICAL Thompson & Youngross ENGINEERING CONSULTANTS, LLC November 6, 2018 City of Delray Beach Building Department 100 NW First Ave. Delray Beach, FL 33444 Attn: Mr. Steve Tobias Plan Review Re: Residence at 23 Hidden Harbor Permit Number 17.168971 Dear Mr. Tobias, In response to the following comments from plumbing review: 1. Comment: 4 utside shower is not covered. Response: Shower area drain connected to storm drain, see revision #1. 2. Comment: Home is on septic tank, please correct. esponse: Note added on sheet P-0.1 stating that home is on septic system, no bedrooms or interior square feet have been added. Please let me know if these fesponses are satisfactory. Aly, Daniel E. Thompson, P.E. Florida Registered Engineer 33289 CC: CSA ARCHITECTS. Z:\TYEC PROJECTS 2018\18132_(RESIDENTIAL RENOVATION @ 23 HIDDEN HARBOR)\CORRESPONDENCE\LEITERS\MASTER- LETTER #01.DOC 902 Clint Moore Road, Suite 142 Boca Raton, FL 33487 561.274.0200 tec(&-tecfla com ® Ae. �. IIIIIIIIIII11k -�'= HVAC :® ®� PWMBWG ELECTRICAL Thompson & Youngross ENGINEERING CONSULTANTS, LLC November 6, 2018 City of Delray Beach Building Department 100 NW First Ave. Delray Beach, FL 33444 Attn: Mr. Steve Tobias Plan Review Re: Residence at 23 Hidden Harbor Permit Number 17.168971 Dear Mr. Tobias, In response to the following comments from plumbing review: omment: Outside shower is not covered. Response: Shower area drain connected to storm drain, see revision #1- 2. Comment: Home is on septic tank, please correct. Response: Note added on sheet P-0.1 stating that home is on septic system, no bedrooms or interior square feet have been added. Please let me know if thesefesponses are satisfactory. Since, ly, r Daniel E. Thompson, P.E. Florida Registered Engineer 33289 CC: CSA ARCHITECTS. Z:\TYEC PROJECT52018\18132_(RESIDENTIAL RENOVATION @ 23 HIDDEN HARBOR)\CORRESPONDENCE\LETTERS\MASTER- LEITER #01.DOC 902 Clint Moore Road, Suite 142 Boca Raton, FL 33487 561.274.0200 tecCaD-tecfla.com F -11 y 1 f 4+i�fli j t .. - . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) invw.miamidade.eov/economv ICP Adhesives and Sealants, Inc. 12505 NW 44°i Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA-shall he cause for termination and removal of NOA. =C)�EPE�: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the pyli�jie dis Pied in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entire. , INSPECTION: A copy of this entirei NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 EAaae cOUNTr Expiration Date: 05/10/22 -----� �.__.-------___..-- __--- Appi 6vaiDate 04/27/17-- Page 4/27/17Page I of 11 t,`�1nl Ulryrr a� pauwi� _oin� h�ilm m `�����*...•_���j�2i w S� p (Av)(zQ'm W WO O'wW (.�•�WJa;�` = d�J�#aw Z wz �0Ociz111 Z ( 1.4 uj O W w fit 1n 5 T di 0— w lo fmNWIJi. 0. wmi0� Wp0Nw a W � Z w m W LU 8 U'2 �`C9w= ar d ?y W:7 Q WLU vi w z?LL o uwiw I" oo�r Z m W � 30.�w Jr. �mr `t4 �z in010, =Zaw NgoF Rs L wZ a0 w°t=d2 w UwUm UC) of 9 Q' wOvwi _ �� 'da Q w wLu O z a�yW a S 0Z LU ��ow W 4 t R ZZ 1 wW w--iwcUS w0LLI U w LL O, wS z z p Ow W 'wo m ��� J CL w p paws Qv�w o ;_oao 008 o ?wt; N�� go °_� ^ z02 p W <WW� w F Wm m 3 Ij d am(D aW oran•< w w �WW�� �o Z -� j$ I ,I , LU W F WDfll 00 �okLUw U) ° Rz w K I UUJ U3 = W v } L p N o �} C IF IpFUI�y7 I- Guy, a N o S2 z p U� �' W.2 4 N U* 4FZKYJ^ Wwmw U m FF$ O p�W ACL W W 0� a and zyN a w ag 0 < W -' OO E. py< Ngo m��g0 =ww� 1W'^ a"'&° mwWJ UOV¢ lw JQ 6amz 1 ovf aWz¢� zaw a. m 1 y� w 7 wom ap wpW it mr a � w�a 2 UA fn w w o� m W WQ y W UO a;§ @� ■ ; � 2 ,� § s 2 ■ d !/ » •` 2 mo g �u ' ;■ o !� _ u� §� 8§!| I .. a ■ � k}(° ; ) / k (§■| (UJ ■ �! !I $ ` q CO § 2|% 3 / G & ! ( 2z « ; \ S | \ e - / LU ui b Of 7 j LLI D § o § .z Z 2 _ |U) zo)§a )j \|) « `r ,@ ■ % \ ® §§ \ § § B \ !;i2 § 7� 2 %§§ ; & ` k K'0 IN - \ Z\� 4 0 \j§ 2 \ � \ � \�( / - k - z - @ 7 /\ �\ ■ kkk K\/(} \ R ƒ §§� k§ ) k - ® )§ § Ea, ® }I 2 j_- 0 § § CL k - - U) 2§ ��m § % \ @y fa.a <m a )ma k§Jk %CL eu f23kw 0 Kz C.5 p m� §/ § 0` B 4.� V 2.327 4 .zso-� 1 II n 2 �7� 1.655 �-j s7R I J I 2.718 A35 � 035 Z .074 pQ a TOP RAIL CHANNEL u ALT. 70P RAIL CHANNEL R 2.251 212 4 130 .Y� 118 1 FRAME HEAD. .535 .812 8 r 11121967 1163 .812 R3R0 QfLC<� .032 .074 s TOP RAIL COVER 6 2.532 I'''-iGC 1 1 1.375 24�- 3 Y 4.000 4.000 472 ^ J 2 FRAME SILLzA ALT. FRAME SILL J 6 BOTTOM RAIL CHANNEL Q E E .2695 R.66R 2900 2.500 2325-y 11 -- 2520 -- 212 1.515 .812 940 1.000 Z12 S99 U �if LL iy 4.000 4Ass 4.000 471 2188 4.000 .600 N 1150 .074 1.676 7 BOTTOM RAIL COVER 7A ALT. BOTTOM RAIL COVER 3 ¢Qo g 1.875 1.312 i tZU',g 474 I1.874 Zip! 1.915 .449 1.900 .450 2.325 A� 435 0 1.264 2.652 2.658 3 FRAME JAMB 3. ALT. FRAME JAMB 3ALT. FRAME JAMB x ALT. FRAME JAMS 448 LL-� � F #" E .430 759 - f o 5 g 3.848 F- €€ €€ HINGE.STILE' COVER 9 LOCK $TILE COVER O O c 9 Y ii -0- 2.500 LA .312 - 0 ® 1.471 wMYtwln pe9lw{i . i 1 O O A�M - 603 �sqa 2.262- a 162 O O i I 93 � � i 25LI$,` 2.282 ® ® Z I I E4 .IWM N91AD . 9 1 � KcwL>D592 S � O..N. �. iOH6 12014 s s s oas 4{ dra*'�q i 72 2 PIECE BUTT HINGE FRAME CONCEALED HINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF J v aheal c1 CURRIE SOWARDS AGUILA architects OBOYLE RESIDENCE PLAN REVIEW Permit #: 1700168971 23 HIDDEN HARBOUR DRIVE, GULF STREAM FL. RESPONSES TO PLAN REVIEW COMMENTS: PLUMBING -GAS: "SIZES MISSING ON SOME PIPING". Please see additional information added to sheet P2.1 Attached. PLAN REVIEW: COMMENT #1: General Contractor to provide contract showing total cost of construction. COMMENT #2: Contractors to provide applications for Sub -Contractor work as required. COMMENT #3: Attached please find Reviewed Miami —Dade NOAs for all openings as required. COMMENT #4: The existing sliding glass door to be re -used is PGT Series SGD 770, Alum Large & Small Missile Impact. The attached / reviewed NOA #16-0629.06, as approved by the Architect for this use, is applicable to/this docassuming that the door can be removed by the Contractor without any damage. Please feel fFee to co�fitact our office with any questions. l ; Best, -Reg rds� ` 1 Edmon Leblanc —Architect Currie Sowards Aguila Tel: 561-276-4951 Architecture, Planning, Interiors, Sustainable Design 185 NE 4th Avenue, Suite 101, Delray Beach, FL 33483 T 561-276-4951 F 561-243-8184 www.csa-architects.com �wzcouissa ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset' AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMI•DADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-74384 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyse& AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 --Approval-Date:-04127/17 _ Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset* AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset' AH -160. 2. ICP Adhesives Polyset' AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polysetrl AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyse' AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset' AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polyset" AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI•Du4DE COUNTY NOA No.: 17-0322:03 . , Expiration Date: 05/10/22 Approval Date: 04/17/17 - Page 4 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mil duoughplastic cement Paddy (between tiles) (when required) Battens optional ° ° Paddy lunder tile) ;� Single paddy ,�, on top of the -; z 4x4in. / underh d Singlepaddy onundetfayment 2x4in. coin. 2 in. Fas�a Eaveclosue FlattLow Profile Tile Nal through plastic cement Single paddy under tile (when required) Paddy (between tiles) Battens optional Paddy (undertle) f Y Single paddy ontopoftle� = /2x4�._ ^�`4x4in. .L in. Singlepaddyan undedayment ` - Eave closure Eave Course' Fascia Medium Profile Tile 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 nun) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the the 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course the to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.:_17-0322.0391 --- -- I; COUNT Y Expiration Date: 05/10/22 -------- ---- --- —-------- --- ..- .. --- --- - - Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nat7throughplasticce Singlepaddyutdert:le (when required) Paddy (between tiles) oens clonal c' Paddy lunder tile) v �on p�d dy n w�derlaymen 4 x a in. Single 2x41n paddy on w top of01e r EareCourse '` Fascia Weephole 10 in. �2in. Eavedosure Dripedge High Profile Tile APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4 (19 mm) paddy on top of the eave course file surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (5 8.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. - -NOA No.: 17-0322.03 - Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. In. Steep pitch applications In contact with the pan tile. &In en required) 2)Tom covers upsidedown. Place adhesiveto 1In.from outside edge of covertile. Then Install the tile. Ensure 20 to25sq.ln.contactarea. MA Eave closure (motor shown) Fascia Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) - 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Tum cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) -25(161.3 cm'-) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the to wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE MIAMF - -- - - -- - - -- - - - ' --NOA-No.: 17-0322.03-- • t �Expiration Date: 05/10/22 ---- -. ----- --- - ---- -- - _ .. _ _ Approval Date- 04/27/17 Page 11 of 11 MIAMNDIADP ®PRODUCT COUNTY ON OL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidide.gov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the, expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official 1 LJ 3 {1 �; This NOA revises NOA No. 16-0711.05 and consists of pages 1 through 8. � ,4 � C.A > The submitted documentation was reviewed by Freddy Seniino'' MIwMikDE COUNTY- ------ — ----------- - - -- _._ . Expifatlon .Approval Dah.,_a .. /18. Page 1 of 9 _I ❑ZC � L 1' �' �• Q ❑ r co 0 LU I'll ../ u Q: Z W I— oc r co ¢ ? C') ❑ . V _ f' u wt; � 'Q C� C3 CLL �> omc= ED WE 2_ Q Z W o~ Q11CD WLLI< a- zz W �z �zN LL! � © G�v�gF�— Q� W W5 26 � = =mwWX an 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 -Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof tile with two nail holes. For direct deck, thickness =1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900 -Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.c 18-0509.17 Expiration Date:- 04/26/22___ Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H & III TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 COUMY -MIAMMADE g... , ---- �FsApproval ---- - ----- — ----- - -. _ -. - - - - Expiration Date: --04l26/22 Date: 08/02118 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length4 (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (f 3) (ft) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Battens Direct Deck Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 18-0509.17 _Expiration Date:- 04/26/22 - Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 A8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Cli 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 40.44 Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 2&3 4 Medium paddy placement of 24 grams of Polyset® AH -160. 594 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond' one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset@ AH -160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.93 40.44 935 45 6 3 Large paddy placement of 45 grams of Polyset® AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 APPROVED_ _ _--- _ _ __ _ -- Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile -rite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 - - Expiration Date:--04/26/22— Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES R. UNDERLOCK I SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 __----_-_-_-__ Expiration Date: --04/26/22 Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS 1-9/32" (Shake) Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 18-0509.17 -- - - - Expiration Date:.- 04/26/22 -- Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) NOA No.: 18-0509.17 Expiration Date:-04/26/-22--- Approval ate:04/26!22--- Approval Date: 08/02/18 Page 9 of 9 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Maiilthrough plasticce Single paddyunderfile (when required) PaddyIbehw tiles) Battens optional C Paddy (under tilei f9( 5 e onunderlaymen 4x4in. r Single 2 x 4 in paddy on topofhle— "fo; 4�» 'c Eare Course ~ .� Fascia Weephole loin. tin. Eave closure Drip edge High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/, (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (5 8.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 t) Place enough adhesive to achieve 65 to 70: In contact with the pan tile. 2) Tum covers upside down. Place adhesive In to 1 in from outside edge of cover tile. Then Install the tiles Ensure 20 to 25 sm In. contact area. r_.< underlayment Eaveclosurd (motarshown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile.Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm-) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Tum covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm'-) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE AFFROVED - - - - NOA-No.:--17-0322.03-- — Expiration Date: 05/10/22 Approval Date: "04/27/17 Page 11 of 11 MtAM"M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %v%"v.miamidade.gov/economv ICP Adhesives and Sealants, Inc 12505 NW 44" Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of,this NOA will occur after the expiration date or if there has been a revision or change in the materials use, and/ orinanilfacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe disj� dyed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. i INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation -was reviewed by Alex Tigera. MUU4RWWEGOi 7Y NOA No.: 17-0322.03 • Expiration Date: 05/10/22 Approval Date: 04/27/17— Page 4/27/1?Page 1 of 11 OD 70 70 Z� m C� r"�vzvv orate_. Q' z m n =0c0 W r — CM CM m ec = ❑ rn ❑ ® U) amy �3: ❑ coa 'S y rn o0 � 4 0 D r ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset' AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A Polyset®AH-160 ICP Adhesives Foam N/A Dispenser RTF1000 ICP Adhesives ProPack® N/A 30 & 100 TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 46 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMFDADECOU� Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. MFEMIPAMPPER01VEED J�EMM NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 - Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset' AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset' AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. ICP Adhesives Polyset' AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset' AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack' 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within I to 2 minutes after ICP Adhesives Polyset® AH -160 has been dispensed. 9. ICP Adhesives Polysetp' AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322:03 Expiration Date: 05/10/22 Approval Date: 04/27/]7 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile 42 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of file 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (I each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. —-------------__._ NOA No.: 17-0322.03 Expiration Date: 05/10/22 --------------- --------------.----- ------------ Approval Date: 04/27/17 Page 5 of 11 Undr&yrnora l aptional Ems Clesnrl ADHESIVE PLACEMENT DETAIL # 1 [BOTIRMIMo) Mall through phs& cement When reprdred) 1 {�'-� __ (taddylBsa�wxth Tilel NN 16ln.x t 21n.wlaa SWensepdmal i` ft- =' 10 Elvacl63uro Eavo t:aursc= — _ xr— Fascia Nail ehrough P41111c C"fir-, (whenregWrrdi � = PaddylBwnwaehTilwl Undodaynbmti 2in.tvldr f tia:. ti ti` �;ti �'-•'l._ ice",.." �. .Y Battens aptbnacave Course' - i ae .• �. %-°fir Fasw Weephole 101m In Eave dosure Drip edge Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 nun) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting.at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. _NOA No.: -1-7 0322.03 - MIAMJ DARE C : Expiration Date: 05/10/22 ------- -_ _ _ ._ _- _ Approval Date "04/27/17_ Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 WaR rhr"Is pl z*t , rnvnt F War IE.nwrhT.l.7 tehen requirad?, �.y' y - `„ 'K tLdartiymoaa � �``. t I % a ►� iln.'a �2an.�'� �astans apCional � �"f EavoCourse f �. e � r ff`f • !� '�a`.'. -`-ii ,I�' .r,•-:x'c� F/ Ruda Cave GoILre Nailrhroubh plastic cement {when nequriedl \1 _ rte-• paddy'lBenead►7ile) Und.dAymn.nl\ Battensoprional Q E.v■C"r" .•► APPROVED Flat(Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) - 23 (148.4 cm2) square, inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) - 23 (148.4 em-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1 " (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) --- . -- NOA. No.: -1-7-0322.03-- - --- . Expiration Date: 05/10/22 Approval Dater 04/27/17 - Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall duough plastic cc twhen ro9�l�rad) f' � � P.ddy 16x�laTilr) 7 �- r z In. eaatens optlanal Ir Favecoum —4,��� � � Fascia High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17' (109.7 cm) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. - - --- — -- - _ ...... - _ _ - - _.. - -NOA No.: -17-0322.03 MIAMMADE COUNTY Expiration Date: 05/10/22 -_ __ _______._ _____ Approval Date! 04/27/17 - Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mil through plastic cement Paddy (between tiles) (whenrequired) Battens optional ° r ° 1 Paddy lundertile) y ontopoftle <y 4x4ln. singlepaddy undeiti7 on under(ayment 2 x 4 in. 10ia �21n. Pastia Eavecloswe FlattLow Profile Tile Nal through plastic cement Sing le paddy under tile (when required) Paddy lbetween tiles) Battens optional Paddy (under tlel 1 • Singlepaddy on topoftne` 3 ` +1X in. ` 2x4in.4=�` sin epaddyon un edayment c 2in. — Eaw Closure Eave Coursed Fascia Medium Profile Tile APPROVED 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for Iow or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 nun) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course the to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) __._ _ _ NOA No.: -17-0322.03--. - Expiration Date: 05/10/22 - Approval Date: 04/27/17 Page 9 of 11 MIAMI•DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0711.05 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Sentino - MIA/ j APPRO Coutvrir Expiration Date:._04/26/22_ Approval Date: 08/02/18 Page 1 of 9 W ,— � W Z co U., Z 5 a LL Q �qi Q Z W® Q m ry Q M Z� !L! O cc W W Z Qw Q V Z N Lo p co O W W N g� Li ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 1. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 -Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Split Shake Saxony 900 -Shake Trim Pieces Length = 17" Width = 13" thickness = 1-9/32" Length = 17" Width= 13" thickness = 1-9/32" Length: varies Width: varies varying thickness TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2- Right half brushed (shown in drawing) 3. Left half brushed 4. No brush TAS 112 Flat profile, interlocking, high-pressure extruded concrete roof tile with two nail holes. For direct deck, batten, mortar set or adhesive set applications. TAS -112 Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, ridges and rakes. NOA No.:18-0509.17 -Expiration Date:_ 04/26/22--- Approval 4/26/22-_Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. American Test Lab of South Florida 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test 0DC-77 7161-03 Appendix Il & III Letter Dated Aug. 1, 1994 P0631-01 P0402 R 1.894/R2.894/R3.894 Test Name/Report Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Driven Rain TAS 100 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Physical Properties TAS 112 520109-1 Static Uplift Testing 520111-4 TAS 101 520191-1 Static Uplift Testing TAS 101 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations RT0617.04-16 25-7094 25-7496 25-7584/25-7804b-8/25-7804-4 & 5 25-7848-6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 09/01/16 April 1999 09/01/16 06/29/16 NOA No.: 18-0509.17 MuuH Expiration Date. -04/26/22 Approval Date: 08/02/18 Page 3 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sets 43.96 7 Tile -rite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 - Expiration Date: -04/26/22--- Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES F UNDERLOCK SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 _-Expiration Date: 04/26/22 - Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS 1-9/32" (Shake) Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE NOA No.: 18-0509.17 Expiration Date:_ 04/26/22 -- Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES u PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) NOA No.: 18-0509.17 - ----Expir--ationDate: 04/26/22 --- Approval Date: 08/02/18 Page 9 of 9 M MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Stye t R 2 .I oom 08 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv ICP Adhesives and Sealants, Inc. 12505 NW 441n Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyse& AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa r o" ` distributors and shall be available for inspection at the job site at the request of the Building Official; This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMMADE COUNTY NOA No.: 17-0322.03 • Expiration Date: 05/10/22 Approval Date: 04/27/17 -- Page 1 of 11 6 WT i2l� ��I! J co w QOM Z r. z w f- WQ o LL, Q t cc Q z w pF- p¢�z'7 C� p Wc 0 o z Q� G w >,>�w� ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof the systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A PolyseeAH-160 ICP Adhesives Foam N/A Dispenser RTFI000 ICP Adhesives ProPack® N/A 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset' AH -160 roof the adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./fI.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ 40'F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 MIAMI DAD; COUNTY Expiration Date: 05/10/22 IAPPR- Approval Date: -04/27/17- _ Page 2 of 11 EVIDENCE SUBNIITTED: Test Aeencv Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Reno Date #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. MIAMMADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 - -- -- - — - - - -- _ -Approval Date: 04/27/17-..-._ Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polysee AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polysee AH -160. 2. ICP Adhesives Polyset' AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polysee AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyseto AH -160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack' 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset' AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polysee AH -160 has been dispensed. 9. ICP Adhesives Polyset' AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322:03 - Expiration Date: 05/10/22 Approval Date: 04/27/l7' Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of file 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No:: -17-0322.03. . Mwrt� aa1,); ;; �TM Expiration Date: 05/10/22 ----_.- __ _-- Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Hall thmughpiastircement Paddy iBrr#&mlt iso) {wtwm mqutrodl r S Kl g•attwdoptional EweCourst, ffi -~ '�*.•}�.r,+`~+ loisr' r �4•-•�.,� "�„ _�2in �x� �`•�'�'�.. Paula Nall through plastic cement When required) 11 ��'z_ _ _Paddy{BwnrethTile► trndRria Yet iQ in.x 21n wtdai i ? Battens opO wal d ' taveclodute l=ava Course -- — Fascia FIM] thmash Pliutic u eh-• (wthenrcquircd► �'� - P.ddirlBxn.ithTilel Underl.yrnmL _ F 16iq.it 21n. wide Alk, Battens �, .,,`''�.. � ~•.,`� -���r �-�. Optional iV i:aa+e Course -1Z Fascia it -` Fasda Weephole -'' r �• w. ' Ewe closure tkipedge Flat/Low Profile Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting.at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. - - - _ _ hilAMi•DADE counrrr NOA-No.: 17-0322.03 - Exp. . • • •. t Expiration Date: 05/10/22 Approval Date. 04/27/17 - Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 r,aa tbmu!3b Rlaoic iwMir"I f p.ddr IBknw hTlrl �henrevv�ad}, J,;� Uadwbyinant �L +, zin. Eava [Duna r` w.. cave Clasure-__ s Nail through plastic cement (whenrequivedl 1�~ • 1-Paddy{3cnrads life) UndedAymwnt \ r '4 tin. f Battens opl tiona Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square. inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm'-) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) _-.. -- — MlAMFDADE CO _. NOA No.: -17-0322.03-- UNTY Expiration Date: 05/10/22 ;approval Date: 04/27/17._ Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Malt tlunugh plasik ceptem twhenmquirodl �, PAcI418vn*MhTi1v1 I Ak` . 7- . -hL Battens Optimal t @ave coLwMe � -� 'Fascia 1 o in.'Eave ciostarr `y r' Delp edge MIAMMADE COUNTY ,.... High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17' (109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. - . - NOA No.: 17-0322.03 _ Expiration Date: 05/10/22 Approval Date! 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Mail through plastic cement Paddy (between tiesl (when required} Battens optional ° hrhen required) ° Paddy iunderYale) Paddy 16etween tiles) Sfnglepaddy K X 6 iR. on top of the underal - Single paddy X on undedayment 2 z 4 in. ° tofn 2 in. Fascia 2(n. Eave closure Flat/Low Profile Tile Nail through plastic cement Smgle paddy under ale hrhen required) Paddy 16etween tiles) Battens optionaf I 4 Paddy (under tlel - Y Single paddy ontopofttle, t 1 4z4in. 2 4 in. Singglepaddyon undedayment X % loin..:." 2(n. Eave Closure Eave Course' Fascia Medium Profile Tile ... APPROVED 1. On the eave course only, apply a minimum 2" (50.8 min) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 in' (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) ------- - - - - - - NOA No.: -17-0322.03---- -- Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NaiilthroughplaAcce Single paddy undertile (when required) Paddy (between tiles) Battens •`' optional Paddy [under ti lei r Single unepad o on undrtaymen 4 x a in. { 5ingle 2 x 4 in paddyp on,� top of tile-- EamCourse '- Fascia Weephole loin. in. Eavedosure Drip edge High Profile Tile 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/4 (19 mm) paddy on top of the eave course file surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm') square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 17-0322.03-_. — Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 t) Place enough adhesive to achieve 65 to 70 sq. In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 7 in. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. in. contact area. .o Underlayment Eaveciosure (motar shown) Fascia Board ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch applications (when required) Remove top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm'-) - 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm'-) -25(161.3 cm'-) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE - — ---- - - — - NOA-No.:-17-0322.03- (•oaoE cour�nr - IMPROVED! ! Expiration Date: 05/10/22 -- -- -- — --- --- — -- ------ Approval Date: 04/27/17 Page 11 of 11 MIAMNOIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distogtors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises NOA No. 16-0711.05 and consists of pages l through 8. The submitted documentation was reviewed by Freddy Semino a APPROVED NOA No.c 18-0509.17 Expiration Date: _04/26/22 Approval Date: 08/02/18 Page 1 of 9 ��1 0 L L J s L u _ , L U 0 L d L L J C , z L L I < c r ) 0 0 0 1 3 u J F ' - 5 < 0 z > O f 0 L O U < 2 3 t U q C ) U ) Z L d u j L L J < L L J L ��j L L J ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. i. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 -Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width =13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900 -Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 _ __Expiration Date:_ 04/26/22_ . Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II & III TAS 108 (Nail -0n) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 - - --- - Expiration Date: --04/26/22 - --- _._. - — ---- -- MIAMMQPIDE COUNTY Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers -.X (ft3) Tile X (ft3) 2, (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2"•12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens17.1166:.13 attens Direct Slate, Shake & Deck Deck Deck S lit Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 6.95 NOA No.: 18-0509.17 - Expiration Date: 04/26/22 - Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 40.4 4 Resistance Saxony 900 Slate, Shake & Split Shake Adhesive' 31.3 283 4 Medium paddy placement of 24 grams of Polyset® AH -160. 594 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond"' one -component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset@ AH -160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH -160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.93 40.4 4 935 45 6 3 Large paddy placement of 45 grams of Polyset@ AH -160. 4 Medium paddy placement of 24 grams of Polyset® AH -160. 5 -Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. r6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 Expiration Date:- 04/26/22 - Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment for Mortar Set Systems - Mf (ft-lbf) Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 7 Tile -rite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pernit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS rtmMho�►oecourtTr NOA No.: 18-0509.17 - --- - , ... —----------------...-- —._�._.___....-----_._.._......_.___.__ .- _ Expiration Dater 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL, HOLES F UNDERLOCK SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 Expiration Date:--04!26/22-- Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS 1-9/32" (Shake) Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE MIAMI-DADECOUMTY NOA-wi 1-8-4-50-9.1-7— Expiration Date: 04/26/22 -- Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES rN PROFILE DRAWINGS SAXONY 900- SHAKE END OF THIS ACCEPTANCE 1-9/32" (Shake) MIAM!•DADE TY COUN NOA No.: 18-0509.17 ___-- -Expiration Date:-- 04/26/-22--- Approval ate: -04/26/22--- Approval Date: 08/02/18 Page 9 of 9 SEE P.2 MIAM aD1ADE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA iamiftdomvimewrav PGT Industries, Inc. 1070 Technology Drive U r r t Gury North Venice, FL 34275 ._ L1 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -810" Aluminum Horizontal Rolling Window - L.NLI. APPROVAL DOCUMENT: Drawing No. MD-HR810-LA, titled "Horizontal Roller Window DetaiIs— LM", sheets 1 through 6 of 6, dated 05/05/12, with revision C dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA## 16-0714.10 and consists of this page 1 and evidence pages E-1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.03 MMMWADE Couw7Y Expiration Date: November 01, 2022 �) Approval Date: August 31, 2017 i Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0718.06) 2. Drawing No. MD-HR810-LA, titled "Horizontal Roller Window Details - LM", sheets 1 through 6 of 6, dated 05/05/12, with revision C dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series HR -810 aluminum horizontal roller window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7421, dated 06/21/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. 14-0320.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6890, dated 06/04/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-0718.06) Jorge M. Plasencia P.E. roduct Control Unit Supervisor NOA No. 17-0411.03 Expiration Date: November 01, 2022 Approval Date: August 31, 2017 E-1 REVIEWED FOR OBOYLE RESIDENCE - KITCHEN & DOCK RENOVATION - PERMIT SET PGT Industries, Inc. 4/7/2017 - 23 HIDDEN HARBOR DRIVE, GULF STREAM FL. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th edition (2017), dated 03/31/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 6th edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, issued by manufacture, dated 03/31/17, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-071410) 5. Proposal approved by Product Control Section, dated 04/30/13, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under NOA No. 14-0320.04) 6. Laboratory compliance letter for Test Report No. FTL-6890, issued by Fenestration Testing Laboratory, Inc., dated 06/04/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-0718.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.10, issued to PGT Industries, Inc. for their Series "HR -810" Aluminum Horizontal Rolling Window - L.M.I., approved on 08/25/16 and expiring on 11/01/17. SHOP DRAWING SUBMITTAL REVIEWED O REJECTED O REVIEWED AS NOTED M REVISE AND RESUBMIT O SUBMITTAL NOT REQUIRED O RETURNED WITHOUT ACTION BY: E.LEBLANC DATE: 7/12/18 CURRIE SOWARDS AGUILA ARCHITECTS 185 N.E. 4T" Avenue, SUITE 101 Delray Beach, Florida 33483 E-2 Jorge M. Piasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0411.03 Expiration Date: November 01, 2022 Approval Date: August 31, 2017 g N 0 =^•N H -I -OL UH-OVd wv 930 L S1N +tm5 OL8-bH - pvat/�s eszszs Eurnzio•.sago ,.,``' * , •'%�% p � O S ,,a mrr�wr �•umwpo�`��/'v�"'••• .,, W1- SlIV134 MOCINIM �13110L1 1V1N0ZW0H ° N a c 008 "0BY{"'� �.[ ''•`�ti a $ > $ Q Off; IN 0 V1-0 WNH-OIN 9 =10 Z S1N M -13H ceam'Fanvdo •.ww s O aw w+ Oyr°q q�vs �wS a.PgV«�s ®.adw�,, * ll/r, o O �a.'m�rn.ra tW.yo.TA wriuoo " = N W1- SWAG MOONIM dB1102i -[V1NOZINOH oosavoaKtre> ��� 4 0 :•'�` s 3adai oo�o�rrazoto V.-' ` '' ..2 g s S11V130 DNIp - } .w r �; NSJw a az u- $ ZO/SO Z'.' z° Vona° p } Mm wwp»wa P -WW Gy • C' -r z a D15MOS02f f SSONV DON LWLZIEO ur •,�.b * PRp��•�•• Z m N J= W h gU LL Z g � o J a5 o g z a5v,a a W m $ of LLI k-� m a m Q t � Y L D z ° u ¢ w Y \ U aa: ® (7am O �' � u� V a a m � � o.io tg �i w CS U OYvI Qmo @) m W c o O S � Q t 8 38 y 38 9 1 A � J a5 o g z a5v,a a W O of LLI k-� w=,dZZw8r n � j D z w \ U aa: ® J J N W to O �' � / w 0 w E Z F N Z N N IL W w a a co rn U) ZZs 0 Zp 2 p w I3 .Q <tq N 6 ~ •Q a N Q V1 r U CD w w ul U) ED Y m M a � w 0 w w wx f 0 �ZN pwr%i w < wv� Nm�g t GIa !.IM' co a cn Q Z a5 o g r 2 a W O w �a n � j D z w \ U aa: w � Cl) mw U OYvI �d @) cn o �4 / w 0 w E Z F N Z N N IL W w a a co rn U) ZZs 0 Zp 2 p w I3 .Q <tq N 6 ~ •Q a N Q V1 r U CD w w ul U) ED Y m M a � w 0 w w wx f 0 �ZN pwr%i w < wv� Nm�g t GIa !.IM' co a cn Q Z d -i` ,k,0, —p - 0 d0AD 1 -4 -WV XXIOV 8dnnp J -4—V WV 0 dr— . LL BdroX-PwwJ zJL' _ O O O z iJMPUV eQmYffQQYZCPN O� V"40W mmw '9d—D FNNNNMM dd-9 wamJO4'V 0 z w JaLpuv F 00 Od°xi x �Qwvv JOLPLIV V* 0 m4-91 "43WzzaC¢�O~EaoAIPWJD40ube iNNNNMm m �VZ/ O 5>E 2g 2OIj IS WN- 5 4V YYYQYQY HdA°p ` V Vdralp N y6 VdroEJ EO4°V zmebmQeYfQeeQQ 14 µa 1 O N° IE OXKPW z m WWZOoNfomQXXFW O<j;O�HYmnQQQQeQfaeYomffYQQQafaY pWtiUymvafmeYmQmeYmaQYYY bKpa3awWQp�ZWQyy I {1 O :.y lO8aH-aW wr &11--a 9 30 £ S1N 0-18H 88i87�11 •HLf1V ,�1�'.i 111 1.1.1 1�11� `1\.1R1 oa . '� WlV- SlIV130 MOQNIM X131102 IViNOZRIOH : a i""� Ym RNNG Apo�orrH oco- JNIOVdS CINV S31111NVf10 WHONb' - r �• � -; a �, cantaq aw p ZL/90/90 o dap a w vo :uo Ymo �a a.m.a %, ryb •... .... • ���, sewiwno QQeQQvQ? , = IS ■w o 2 6 o a M DISOSO2l f NOHONV ME)NVHO L L/LZ/£0 ar meQaeQYQQYQIo2Wm<~0aUZ&0�4�=H ''1111111\111` ;FB a .F�1KytlVp %fH GKWM IQYtYmmV�9 f f f f O f f f Y Y; Y Y 0 VaQYQfemQeYoeeY fLAO �`Rp fLL� Jtl'"•'J n� wommmmmmE -0dQlp Y ewww iIIIi � irO adn°jo fQQQfQQQQ — mQmUw �mQfmeQQ �DLnw Od-jo m F o p YYfeYfMmMmMmNNm1 YMfmmmQQOmN fYMYfQemmQmN YYnefQQfmmNNN fYeYmmQme (NNQNmNMQmf9�\ WDP �O� ryy` �Z(QhwmamCww•w�J Op� E v LL mryNN ..'!p�..J`JJ•-.� , vSdd����rlSjAn° J 1wa°°4mUZcQi�O1I�^v J (WQp 4V YYYQYQY HdA°p ` V Vdralp N y6 VdroEJ EO4°V zmebmQeYfQeeQQ 14 µa 1 O N° IE OXKPW z m WWZOoNfomQXXFW O<j;O�HYmnQQQQeQfaeYomffYQQQafaY pWtiUymvafmeYmQmeYmaQYYY bKpa3awWQp�ZWQyy I {1 eY�fQmmmYYmm Ym YmY fYfYQQaQYQfQQYQe_ YffYfYYfQeYfYYffY mffmeemQQeYQQ o dap QQeQQvQ? V�°'pp� meQaeQYQQYQIo2Wm<~0aUZ&0�4�=H meefmQQaev .F�1KytlVp IQYtYmmV�9 VaQYQfemQeYoeeY fLAO �`Rp wommmmmmE -0dQlp Y ewww adn°jo fQQQfQQQQ d&K-J zmebmQeYfQeeQQ 14 µa 1 O N° IE OXKPW z m WWZOoNfomQXXFW O<j;O�HYmnQQQQeQfaeYomffYQQQafaY pWtiUymvafmeYmQmeYmaQYYY bKpa3awWQp�ZWQyy I {1 eY�fQmmmYYmm Ym YmY fYfYQQaQYQfQQYQe_ YffYfYYfQeYfYYffY mffmeemQQeYQQ o dap QQeQQvQ? V�°'pp� meQaeQYQQYQIo2Wm<~0aUZ&0�4�=H meefmQQaev .F�1KytlVp IQYtYmmV�9 VaQYQfemQeYoeeY fLAO �`Rp wommmmmmE -0dQlp Y ewww adn°jo fQQQfQQQQ d&K-J �DLnw Od-jo 12Ly. o p fYeYmmQme WDP �O� ryy` ��g E v LL dd`Ay�•4lta-tpiml.YYYmtmeeQmN�aNN11.op•1WuQ•Qu ~ U°v=9� Wu �'eYmMoYmmmmmNN�QYN' SOim•w��•�YYmfQfmmmmmNf eY�fQmmmYYmm IQYtYmmV�9 Z O 6 0 aZNZ -j 0 � 0 z_ zo 0zz Q gC)H8 a0N=3 yoZ�z °' ttY J��( � s§_� � coo O g Oaf r r � c v O c to To io 2� ^� ��to Yto 67o tom tomo co A.ii2 Oi W R� 0 � • b � � � 1.j N 1� � pj N M U9 Oj '4 d7 iil E O E €E E °w O L)� �o ' w N x x i g OLLZ h O LL NN E o r 0 t I o t c W W yW fd u u yW` W W N m E o. to o 'v io 0 N a E o e � a 4 m U t � r� _W ° N ° -X4Wp pWZ xfZ,7=�r° W N pz a C° G Q U W W pin a- m W. Jag�Om2°wZtW i Zx O)U °O' WfptK�1�NUU°O¢¢OUZ�JOEi.W-mWQ Zi SZZU w oda°3�¢'zLL 3a3�°a��zWz�u �Nu< y �WaU'00ZWWiu9 Z N J D 0503 N Z E° m N 1 Q K 4 N m z Hg Ococ��� az�m� J O Z N JF Fx icn a ° z 7� z �o- z � s§_� � coo O g Oaf r r � c 45 co A.ii2 Oi W R� 0 y W O co J �J °w O L)� �o ' w w OLLZ h 0 Z4 ° ~ N O_ J { $ii O i 8ii ~ Z U J O � i Z9 aW o 8 q NO°dw EGo SZ� 8 Q�° F N OU U . - ••....T N'J W Y W WxU Noc0 J 00, CO (� Z- a y: .�-Q Nin OI�•'. \ J`� m z Hg Ococ��� az�m� J O Z N JF Fx icn a ° z 7� z �o- z �% a 3 V T O L 8 W O W 9 3 0 5 S 1 N M - U H , �� ^ " ��a " ��2 U ����$ J ' i 2 u M Q z u i � W l - S W I M M O Q N I M U 3 - n 0 U l ` i N O Z P d 0 H 0 0 ; ` 0 S I M - 3 a 3 1 0 H d 3 3 M V k l 9 W 3 3 S S V ' �� ��' - �% Z 6 / 9 0 / 9 0 7 d I C E ��z a D I S M O S O ? �� f C H s s i L 6 / L Z / 0 2 ! f o � c � o T ' s 4 6 �%O z i _ , _ . _ _ _ S 3 0 N V M O N _ a e t o t s t i + L n v d o " t a 3 �� o o e v o e r c w ` ` ` ��, , , , , , , , �������� ' I i i w S L i t E " L - 1 ' 3 D I N 3 ��' N R A W A W I O N H 7 3 1 O L O l ` ��y . " ��2 : t ��, , �� ^ " ��a " ��2 U ����$ J ' i 2 u M Q z u i � 0 0 ; ` 0 t �� 0 0 0 0 M Z _ S �� W a , M _ z J N 0 - 0 0 z 3 5 ��a ��z o �� U O ��J O z �� Z 0 U O a �� Q 6 Q J H O o � � O� m Ua z O o m � ~ oo � fp (7 W mr UJ m r jU' � LL O �04 F7 fO o � x 0 W a N LL II �r o m � ~ oo � fp (7 W 01 N Z � m r jU' � a �04 W mN I} c c QLL 6 O �r LU bo e ZW m 0 god V) Fes' OEe6 E W L .0. _ F w 0 �� m ow mjl� to $ x O o• > -22 �2 a d LL d 4 IL a. � W to o_ � � 0 01 N Y m r jU' o E E ❑ > 6Q«« pO F o $ C c c QLL 6 O W LU bo 5 -] 0 0 000 0 to V) Fes' OEe6 E 3 o aa•$tn h g d"em'i c1 mf U o �q F w 0 �� m o z o• > -22 �2 a d LL d 4 IL a. � W to o_ � � z O � � a ��UL a - � W � N s4 m# c0 om S cO tb i5 0W� oz a- li LL (D ct � a a N a a W < g O $ Z O cp 0 K m 1= • EEEEE > <<<¢¢< m r o > < E E ❑ > 6Q«« a F o n� c c c QLL E Coo B W W p OFF u A2 5 0 0 000 0 • EEEEE > <<<¢¢< > > EEI > > > < E E ❑ > 6Q«« E E > >a n� c c c QLL E Coo B >- o.c c 8 OFF u A2 5 0 0 000 0 to V) Fes' E �mm E ? O �� o aa•$tn h U o �q 5 u o m > m z o• > -22 �2 a d LL d 4 IL a. � a- g u� to o_ � � t/� g a- )ya[ZJ2$, � � � a ��UL a - � W � N c0 om S cO tb i5 d a- li LL (D � a a p t0 a a t3 o U a `o u go�ae IX "'Xa�am V �Q' V C a d_ 5y 0 _Ly��¢m0��mm�0 7 O3 ¢E O L E je CJ L V p C C J DEQ LL m C Y c Y LL c c lL LL n o• X j �. Zi� f/J 0-a. y co �W O LL® c�3 a`4 X m � �D(N N a D Qavg m E L"' F w'n�w>crn2' A F-c^5av� �.L� LL 18m E 21 m i 8 LL @- LL a) g y�F2tq✓� `a L N Q N p o 0 E C y N N u da �U_U o EWO�� m yC C �Y y � a y(9 W e pp �qJ ll d YoN� fD S a� o Q _ �LL IL qq L t x X x3 O dm x m X W . x 7l Q� b �mJZD f0 CU OfA e p� CC O� N �i ~ 2 .G m N r X iC aC L d _ A t�102 N E x 0 be N r- o u� m U o v m co in U m LL m a m vvvv�taa�v�v.�v�i{. .-pv R V1 m Q� t�p p����ppecv�{��ppn,-� ern 1NY a}}�[J �rp�yyp�o.-.p-M.-l�pvv V a N N N R N r O r r A SEE P.2 M IAM EDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA)tnia ad o /eConom PGT Industries, Inc. 1070 Technology Drive P y North Venice, FL 34275 d_ SCOPE: 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets i through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) SHOP DRAWING SUBMITTAL REVIEWED Cl REJECTED O REVIEWED AS NOTEDj1 REVISE AND RESUBMIT O SUBMITTAL NOT REQUIRED p RETURNED WITHOUT ACTION BY: E.LEBLANC DATE: 7/12/18 CURRIE SOWARDS AGUILA ARCHITECTS 185 N.E. 4T" Avenue, SUITE 101 Delray Beach, Florida 33483 E-1 411 Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (cowriuED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FT -L-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTTNUED) 3. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 10/29/15 and expiring on 02/17/20. CONTRACTORS VERIFY EXISTING DOOR TO BE RE -USED IS IN SUITABLE CONDITION WITH NO DEFECTS. DOOR IS TO BE CAREFULLY REMOVED & MUST BE NOT DAMAGED DURING DEMOLITION. - REVIEW IS FOR USE ON OBOYLE RESIDENCE KITCHEN & DOCK RENOVATION. 23 HIDDEN HARNOR DRIVE, GULF STREAM FL. FOR NEW DOORS - MANUFACTURERS PRODUCT INFORMATION & SHOP DRAWING SUBMITTAL / APPROVAL IS REQUIRED BEFORE PURCHASE INSTALLATION Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1)GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET a GLAZING DETAILS ON SHEETS 4 E 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 3) ANCHORAGE THE 33-1/356 STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL C0RN4ERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NQA'S, ANSWFBPA NDS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL. 7)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS FTL-5960. FTL5883. FTL-0001, FT1A014, FTL-6015, FTL-6017. FTL-OD22 FTL-G023, FTL-6024, FTL6025, FTL6028. FTL6031, FTL6033, FTL6036 AND FTL-7554 TABLE A: Cmp Artcb2T Slbstrefe Frarte Metttber W. Edge Dle+mce Mi. Enbedmut t W El. Ultm— 66 INSTALL DETAILS .._.......... 1 tale - OAu, osim GO) J4m0.riT 2-1? f-vT Gtmd.d OAU Ca0. mh 2 kN .Ym0 244r 1.Y4' 2 1lV E! 410 55. Cl.tBFiea Cae.M. Irh &wRe8 14td9WJan0 11 taM' UpvaW CMU. C-90 Jtm0 mlr 2-t? ,-YI• P.T. BaMNr PM (—am) IYWSrJem0 1• 1.3@r RSA Yir Lndapa M lar of VC ANN Ohev vith ' SG err 19'E"7lt— Nevar0 2.05 b6 N.."ll 1' Ia -SG- _ ,ggg• SENTRYGLAe BY KURARAY AMERICA, INC. M2,tbaf 110 OAU C40 P.t. aNM.., PIr G•0.55) Jmela Hee416a1Jr10 1' aTr 1-V1' lair J S.b. 6Ma, (mh 11 O.e t0 Ao• w Sb k AW H.WMWJ.b N..dBVJrb yr J!r O.0ar CAW 1M tToo tai SS. AapF4ilpe t1MNIR4 AM Or. W' CoernM JZTa k.D H e&wJHJb NbldSalJ. w 1-t? 0.0151' talr LkIONetd CMU, (ASTM Cao) J.,M 4HI' r t -t/4' Gmurd CMU(ASTM Cao, m .21WV q Jmb Dell r r P.T. k. 41 om H..dlswjm 1' Carr 4 k(14nd aSMS06,AA.N.m, 116...hA.) P.T. SNMwO PYr ( 0.18)I -Wj-* Wr Im B06t-TSW.d WJ—b w I;.K AJr H..dSaJJ yr 0.05r Sbel S0µ A= Gr. Jr H =Jamb La' D.OM1' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -P-HOOT( INSTALLATION REQUIRES 2.093' MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC PaiOOK REQ'?--" vre 1) FOR CONCRE MCMU SUBSTRATE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED ELOO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-117 THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-t/7 THICK OR GREATER. 1X AND 2X BUCKS "HEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD BTO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT, MAX IW THICK S 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 306 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION, GENERAL NOTES ............. i EXAMPLE C0NFIGS......._.23 GLAZING DETAILS ............ 4.5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES....... 66 INSTALL DETAILS .._.......... 12-14 ELEVATIONS .................. ..15,16 PANEL/ SILL TYPES._...... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 TABLE B, SEE DETAILS ON SHEETS 4 a 5 DESIGN PRESSURE MIING WPACT RATING SEE—ESt,2SJON RATED FOR IARGEA9u•i, PRODUCT REVISED : a...11b L. FbrMe O.f b.Nlpaon (Llr.d aor Bel.eior b htke[e0 SHEETS 8. ] 6e MISyLE IMPACT RE45TANCE NGA�I.. 18.0629.06 ® 7nr Le,b Lb ely,r NS Gleee Me1.0ar PVO STANDARDS USED: Expe G O2n7/2020 OH v1rl.larra ter of yr rB 4lemeeat.epr PVa CONTRACTOR W Tnr LsnbYd: 11M of y1r NR (Acte Mfi.0er 80 Mtd er rAeA rLenY.rit lZf Law pl Vl•1tl GWtwlb.atn eG tMMT.e TO VERIFY •2014FLORIDA Bl1aDIN0 CODEIFBC), STH EDRDN •ASIAN E1300G0 ASTM FOR woad CONSTR1ICTDN •ALUMINUM DESIGN MANUAL. ADM -2010 •AI tOpOT52-]MO G5 rL4I4Y+l.d Lfi: ylr TE4bhr ayr Nr •]/16'laMtbd: WaWY16'FiS (irt W10AW'PV6 tlt6yK OSA i'L..WW G VTTaµ •dtr Alr 6leXa•T116'DaKnbd; D2225,1frlJ =211Udo•PVS W r laiµ.d LQ: yM' TF1W W • yr AV space • 7/1r lanklel.d; LJtr of YIr M Gltr w -09r SG kt.dey.r .... ... LYNN �`'pNt ... Mi/��'�i GLAZING NOTES: •HS'= HEAT STRENGTFENED GJA rlak.Nat0.: yr TEtl.dM .6rir Nr6 •n1r wserytr llS Ol.r.M.Wr sa•ANN'=ANNEALED m nr 16M.0µ lllr efyir AtN Glt.t eaA .Otr so kA RSA Yir Lndapa M lar of VC ANN Ohev vith ' SG err 'P BMPERED =.ow BUTAcrT&PVBBYKURARAYAMEMCA,INC. * N.. 56705 '* sa t•taeAMMd L0.: yir TEptedor .yr MS .7nr Ln,le.I.q �lAr o/y1r ANN OWe e9lt.010's0ldwyr -SG- _ ,ggg• SENTRYGLAe BY KURARAY AMERICA, INC. _' - OJA 1• lAeY1l4 L0.: iM• T Erletor GW • ytr Nr Bp.Jr . 7nr 14.etllerq RI lar aytr NFJ GYr eElt.al0'sG Ja awlo»F : eN�ru 4IATt�/4L1.OG✓aeAE .mmmmi ,A aP,4pp Jeo. orwWaQmF GENERAL NOTES AND MAP $FRIES 770 ALUM. SGD - LM IMPACT _ _ _ tCWN NTS 1 +22 P07Df90 B ;pp--., STATE OF �'n�C'•. FLOFYOP• G��: P1afM :77 JR �� EXAMPLE CONFIGURATIONS MAX UNITWIDTH NOM PANEL WIDTH PER TABLES 1.3 -l.r-- 1 1 $Qyg MAX. UNIT Isi" HEIGHT PER TABLES 13 MAX. UNIT WIDTH MAX UNITWIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PER TABLES I-3 / NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES I3 PER TABLES I-3 I i I I Yp INIT MAX UNIT i^C,M HEIGHTPER PER TABLES I3 i ST S e DISLES IJ 3 -PANEL CONFIGURATIONS MAx. UNIT WIDTH NOM. PANEL WIDTH — PER TABLES 13 i I I i I�g� MAX UNIT HEIGHT / PER TABLES 1-3 5 -PANEL CONFIGURATIONS M9lPfA/ GHtf.OEAVlIL�E CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL'JK,'JC. 1W OR' Kd INSTALLATION. EXAMPLE: 4-PANEL)000( N POCKET (p) CONFIGURATION CAN BE p)ODIXp, p)D= OR =0(p. O)DO(N POCKET CONFIGURATION CAN BE 0)00(p. r --- i 2)90'6135'CORNER CONFIGURATIONS CAN BEACOMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. ~ k 'X' = OPERABLE PANEL. iL 'O' = INOPERABLE PANEL, ro• = POCKET DETAIL LETTER a 1�Y = WOOD OR METAL INSTAlUTON 1'e=CONCRETE NSTALIATION LSHEET NUMBER WAX UNIT WDTHOLD WIDTH =NOM. PANEL WIDTH -T ®® � DLO IGH DOOR UNIT HEIGHT -10.126' PANELL HEIGHT DOOR UNIT HEIGHT- 1.886' i 1 I 4 -PANEL CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES I3 MAX. UNtT HEIGHT / PER rws TABLES 1-3 d S CORNER. TYP. (OUTSIDE CORNER SHOWN. INSIDE CORNER SUIILAR) )(AMPLE CONFIGURATIONS ERNES 770 ALUM. SM - LM IMPACT sawio NTS 2 -22 rr PGT0130 PRODUCT REMISED casehiw wIM IM PbrIL L'oL 78�6]S.OB P�1ntlw O.e.OL771Y02D 7 A LYP LLLLHKPF. PFJSTAC EXAMPLE CONFIGURATIONS i► iW d► � ft'1 it iL'7 �i. fL')' CONFIGURATIONS NOTES: �>n DLO WIDTH = NOM. PANEL WIDTH - T MAX TESTED UNIT WIDTH = DLO HEIGHT =DOOR UNIT HEIGHT -70.125' 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS PANEL HEIGHT =DOOR UNIT HEIGHT -1.866' 355-7/16• C BG HEIGHT Paa¢T I I POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4' ® 120' HEIGHT LOCATIONS USING DETAIL-,W,'Je. -K.- OR -K,- INSTALLATION. NOM. PANEL WIDTH EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES IJ p� pp.0� OR XXX(p. O)OIXIN POCKET CONFIGURATION 1 MAX. LAJIT 1 / i Y 2)90'&135 -CO RNER CONFIGURATIONS CAN BEA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. H IG12Q 1 96, OR I E € 3) FOR NOM. PANEL WIDTH. SEE TABLES 13. I / 'X' = PANEL, / ABLE PANEL. 'O'= INOPERABLE 71I -I`r---� 'p'=POCKET CONFIGURATIONS 6 -PANEL DETAIL LETTER W = WOOD OR METAL INSTALLATION NOM. PANEL WIDTH _ PER TABLES 1-3 MAX.. UNIT HEIGHT PER TABLES 13 l— NOM. PANEL WIDTH PER TABLES 1-3 MAX HE PERTA rry iESTF7�H�FfiE>r4il i► iW d► � ft'1 it iL'7 �i. fL')' in ikl �>n DLO WIDTH = NOM. PANEL WIDTH - T 7 -PANEL CONFIGURATIONS 6 -PANEL CONFIGURATIONS ERNES 770 ALUM. SGD - LM IMPACT aco�ro NTS 9 + 22 .... PGTDf30 PRODUCT REVISED _NOA-Ha 160625.06 E.,W.8.. Mb 02/17/2020 h ■wn .ct �.: 79 A LYNN NATER P.E P— Y W'c = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - T I1K �g DLO HEIGHT =DOOR UNIT HEIGHT -70.125' �aS PANEL HEIGHT =DOOR UNIT HEIGHT -1.866' Lu� I s I i I Paa¢T I I 6 -PANEL CONFIGURATIONS ERNES 770 ALUM. SGD - LM IMPACT aco�ro NTS 9 + 22 .... PGTDf30 PRODUCT REVISED _NOA-Ha 160625.06 E.,W.8.. Mb 02/17/2020 h ■wn .ct �.: 79 A LYNN NATER P.E P— Y GLAZING DETAILS (G3 G3A, G4, G4A, G5 & G5A) 7/18' NOM. 7/16' NOM. V NOM. 3/16' NS GLASS 3M6' HS GLASS 3116' HS GLASS — .090'_ .000' SG 3116' F S 3118• N 3/16' MS GLASS 74 318' AR SPACE 3116' T GLASS p _ &GLA-7SS EXTEW 3/4' NOM 3/4' NON. a G+�S 124-1 GLASS BITE BITE � a 7/16" LAMINATED GLASS, TWE G3 9118' NOM. 1/4' 14S GLASS .890' PVB tk' HS GLASS 74 ez 3/4' NOM. GLASS ?_ZNG NOTES.' 'ANN'=PO4EALED .W = HEAT STRENGTHENED T = TEMPERED -PVB'=.090'BUTACRE PYAY KURARAY AMERICA, INC 5G'=.09T SENTRYGLAlbY KURARAY AMERICA, INC. 7/16' LAMINATED GLASS, TWE G4 1' LAMINATED I.G. GLASS, TYPE G5 9/16' NOM. 1' NOM. 3M6' NS GLASS 1/4' HS GLASS .090 ,60SG 74 3/16'GHLSASGSL AS 1RHAS6/16'AIRSPACE 1/4'T 7. IXiERDA GLASS 124.1 3/4' NOM a BITE BITE 9/16' LAMINATED GLASS, TWE G4A 1" LAMINATED I.G. GLASS, TWE G5A CONTRACTOR VERIFY SERIES 770 ALUM. SGD - LM IMPACT taf.aNmL g4>w1 80Q720 N7$ I •71 PGM30 PRODUCT REVISED w1r u. r1.tu. �•No�i4N~.. 7 6-0629.08 E.0. . D.1.O2H7/2020 s7 A LYIN LYLLBL P£ v�teeros GLAZING DETAILS (G6 G6A, G7, G7A, G8 & G8A) 7/16" LAMINATED GLASS, TYPE G7 1- LAMINATED I.G. GLASS, TYPE G8 1" NOM. 7116• NOM. 1' NOM. 9/16' NOM. 3/16' HS GLASS 3M6' ANN GLASS .�" 7/16' ANN GLASS .096' S 3116' HS GLASS - 3/16' NS — .090' SG 3/16' ANN GU166 74 316' AIR SPACE 7a 3/16' ANN GLASS 3B• AIR SPACE 3/16- T GLASS 74 3/16' T GLASS _ 82 3116' NS GLASS .090' SGk4. 43 E3 5/10'AIRSPACE 74 5/1 1/4 -ANN GLASS 3/4' NOM. 1z4-127 314'NOM. GLASS 124lr GLASS S SITE SITE a BRE a F1 a - 80 � 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1- LAMINATED I.G. GLASS, TYPE G8 1' NOM. 9/16' NOM. 1' NOM. 3116' HS GLASS - 3/16• ANN GLASS .090' SG 114' ANN GLASS �. 3G 3116' NS GLASS .090' SGk4. 3116' ANN GLASS - 1A 5/10'AIRSPACE 74 5/1 1/4 -ANN GLASS S116•AIRSPACE 74 1/4• T GIASS 1/4' GLASS F1 � 3M'NOM, exlEwoB 1z4-1 3/4' NOM.124-1 GLASS a GLASSBRE BRE PRODUCT REVISED �NB' a6,� e..w.ree ow O'1l172L12D ss 55 a V LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1' LAMINATED I.G. GLASS, TYPE G8A GLA2]NG NOTES: 'ANN'=ANNEALED - Y63'> HEAT STRENGTHENED T =TEMPERED .1".=.G90'BUTACITE Y KURARAY AMERICA, INC. 'SG'=.090'SENTRYGLA V KURARAY AMERICA, INC. - F 4 QSAVNI! B 6PAC9Ci.C•. GLALNG DE7A2S SERIES 770 ALUM. SGD - LJN IMPACT 6GOJro NTS 5 +71 �YPGIVISO B _ - - A_ YLLER PE PFJSRI65 N 1E4C1 R.M'✓76 d ,,, m1r.OFAVR4� .wwp„ ,st fO70M4 Design Pressure(DP) and Anchor QuanBnesRequired, (for all approved confg,us aft a on Sheets 2 6 3) Fa coma asbsgd erelaa- m 80' a 135' oeNler.M, ss sled 11 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL MuMtunDPfor all sizes:+601.60 Reay be enfted y Tile 1A) T" appose to Glee 9W Astragal 60.0 PSF MAYWHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE OLD WIDTH = TABLE 1A NOM. PANEL WIDTH -7' 3) 4.3-1/4* AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1? SILL IS NOT AND MUST Dtrar lMA ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY OLD HEIGHT = BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT -10.126' ADJACENT DIAGRAM). THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. �tndutile@ A+tresel 41 SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT = Types 9, 3A, 5, 5A 7, 7A a DOOR UNIT HEIGHT -1.888' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Heavy-duty Stile Hneyduq Sale Heavy-dotY SWe He"Y-dutYStk Standard A1tr1adl outdo Corner outside �I Inst e 5A and it. S6k I Ashapal AM=OMLIP A1010rumul, '� Ah. G-0 XORM;w- Inside Caner I r Was shwsO b itsv 1 2 1 3 4 1 1 2 3 4 1 2 9 4 1 2 3 4 Ree d—) (Com. & Fad Mmnt) 1 1 1 1 1 +1 + 7 1 1 1 24• �� JIM 6 8 e 8 8 B e a e a e e a e a 9 P-nak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+e 7+6 7+6 7+8 7+8 7+8 7+8 7+8 F1La&M U+1 94+1 U+1 U+1 G+1 G+1 G+1 G+1 G+1 04+1 04+1 G+1 GF1 04+1 G.1 G+1 30' 0.O JnM a a a a a 8 8 8 a a 8 a a a a a P-. 6s7 607 6+7 6+7 7+8 7+8 7+8 7+6 7+6 7+a 7+a 7-a 7+8 7+8 7+e 7+8 HMKYSI1 CW -I C4+1 U+1 C4+1 04+1 GN G+1 C4 -I C4+1 C4+1 CN1 94+1 CMI C4+1 C4+1 G+1 38' a0 Jahn a a a 8 a 6 a a 8 a e 8 a a 8 a -V4 k 8+7 6+7 8.7 8+7 7M 7+a 7+e 7+e 7+8 7M 7+e 7+8 7+6 +e 7+e 7+a HeeeYS81 04+1 CH1 GH G+1 C4+1 CAH C4+1 G+i 94+1 94-1 CN7 CM1 CN1 U+1 91+1 94+1 47 3S' Jamb 8 8 9 e 9 a 9 8 a a e a 8 e e e P4.0k 6+7 8+7 6+7 8+7 7+8 7+e 7+8 7+8 7+8 7-8 7b 7+0 7+8 7+a 7+8 7+8 HeadlSil 2 G+2 94+2 2H2 94.2 94+2 G+2 G+Z CM2 G+2 CM2 G+2 04.2 G+2 G+2 G+2 48' ao Jamb 8 e a e a e e a e e e a a e a e e P-mk 8+7 6+7 8+T 6s7 7+9 7+a 7+6 7+e 7+6 7.a 7+B 7+e 7+8 7+8 1 7+8 1 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. TABLE 1K SM He)ghteo Max. (+) DP (Weer h4ntlm Rm") BE near H.W (+) Dssiae (Fiat orS x, see I meaul•. W Sheat m Kash -1-1? a44 noir 3 Lae -2.12' -48.67 Madura -3-114' +60.0 11111, 4- +00.0 SEE NOTES 1-3 OH LENGTH L— O _ 1I OH RATb21 1 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL Stre%ht Astragal 2) WHEN USING THE 2-12' SILL. POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114' SILL. POSITIVE WATER DP IS 9W Astragal 60.0 PSF MAYWHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE OLD WIDTH = TABLE 1A NOM. PANEL WIDTH -7' 3) 4.3-1/4* AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1? SILL IS NOT AND MUST taJatlle@lame ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY OLD HEIGHT = BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT -10.126' ADJACENT DIAGRAM). THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. �tndutile@ A+tresel 41 SEE SHEETS 10-14 FOR ANCHORAGE SPACING. EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT = 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT -1.888' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Heavy-duty Stile OH RATIO = OH LENGTH OH HEIGHT re;atEnsaes —OFnurN4me 1 140D7A f.SGO - LM IMPACT 6 • 22 are PIG7Vl30 PRODUCT REVISED Dismisses CaMwlle M FIw1Y HOA -w. 16-0629.06 _ m Weaoaa oa�ta0Ojjjj2M7/2020 by A LYNN- sl. Pt. P.E.e Salah Stre%ht Astragal Lock5Stra 9W Astragal LocksO.l. @ IrnerkKk P-haok taJatlle@lame Assembly ttik@ kir Astragal Asse * Ass�l k �tndutile@ A+tresel StaMxdStlles StandeiStik Standard Stile Standard Stile Standard Site Heavy-duty Stile Hneyduq Sale Heavy-dotY SWe He"Y-dutYStk Standard A1tr1adl outdo Corner outside �I Inst '� Inside Caner I r Cama Pel N60 (z2) PMN60 Part M60 Part No(Stile) Part N67 (Astragal) pa Parte6l(Stlk) Pari "'-(Corner part NI79 (deL) Part 120 In.) Parts61(Stik) Parti /31&N32 Parteel Ree d—) (Com. & Fad Mmnt) re;atEnsaes —OFnurN4me 1 140D7A f.SGO - LM IMPACT 6 • 22 are PIG7Vl30 PRODUCT REVISED Dismisses CaMwlle M FIw1Y HOA -w. 16-0629.06 _ m Weaoaa oa�ta0Ojjjj2M7/2020 by A LYNN- sl. Pt. P.E.e Salah TABLE 2 Oalpn Pms11n (DP) 9nd pnphorQuwtr)w R4plfird, (for d Ipprovsd cof1B91fatlom 41f1 Shwu 2 6 7) Msxtnulo DP for 9B 91ew: 460/ .60 Fater s0a9al aMaaapa m 90' w 1]5.021ea ub, 4I0 aDW l t p4aY d 9aiea! h Ta9la RA) Oaa Ike I"gpBubfihaa 2" 4.4a, % /A, T. 7A B & M DLO TS T O -7T O 97 -IT NTO 1 O7T O and ftSibI AMS lypr AM .h-broa. 1 2 ] 4 1 2 3 4 1 2 J 4 7 2 ] 4 1 2 ] 1 1 2 ] / f 2 3 / 1 2 ] / HaeWS41 -1 �I G.+ / a 1 1 at • 1 1 CH 1 .i 1 N• 0.O 0 1 e e I 9 e e e e e e a B e 1 0 1 1 10 t0 10 10 10 10 10 10 10 10 f0 10 10 to 10 10 Paean N/ N7 N N7 7+D 7+e 7+a 7b 7+0 7+e 7,8 7+e 7N 7H 7N 7.6 eH N9 e+D N9 N9 N0 BW eW N10 N10 9+70 N70 N10 N10 N10 N70 IbMe� CN7 Ch1 G+1 CHI C4+1 CN1 f4+1 GN CO1 ONt C1.1 G+1 GH GHt CNt CMI CN1 Ch1 C l C.H7 CHI Ch1 G+1 CNI CHI G+1 GN GN CH1 OM1 G+1 G+1 37 ZrO Jwe t e 1 9 / 0 1 0 1 e I e 0 e e I 10 10 10 10 10 m 10 to 10 10 10 10 to td 10 f0 P4e9k NT N1 N1 w7 ne I _ 7+e T+1 7b 7+D 7.8 r.e 7.e 7+e 7•e 7.1 ew ew &+9 N9 NB eW BN 1+9 Nio M10 N10 N10 N10 W. Nm N10 IbN6r CH7 Ch1 G+1 G+1 CHI C4+1 C l G+1 COI Ch1 Ch1 u•t G+1 u+1 CMt CMI G.1 Ch1 Ch1 O 11 u,1 GNi CM/ G•1 Ch1 OW G•1 Ch1 CNt G+1 G.1 G•1 7s ileo 1 1 1 9 e e / e n e e 1 e D e e 10 10 10 t0 10 W 10 /0 to 10 10 to 10 10 10 10 P4rxa NT N7 N7 N7 7+6 7+e 7.e 7+B 7+1 7M 7.e 7.e 7+6 7+e 7.e T+e Ne N9 N9 "1Nv ew ew I+e N10 N70 N+0 N10 N70 N10 N10 N10 a`s4•elt G.1 C4+1 C4+1 C4+1 G+1 G+1 CHI Ch1 CHI Ch1 CM7 CNt C01 CHI 0+1 Ch1 C4+1 Ch1 Ch1 G+1 ON1 Ch1 CN1 OHI OHI Ch1 CN7 CNt CN1 C4.1 CN1 CN7 47 OLEO Jame B e 0 0 0 e 1 B e I e a e 0 0 e 10 t0 f0 10 f0 10 1a f0 10 10 10 10 M 10 I0 10 p4 N1 Nl N1 N7 7.0 7+e 7.e 7+e 7.B 7+n T+e 7H1 7+e T+9 i+e 7.e e+9 e•9 sw N9 N9 N0 sN e.9 N10 hto N10 9+10 Nfo N10 9+10 Nio Hb CH2 CM2 G+2 C1+2 CM2 CM2 CN2 CMR CHR ON2 CM2 -1 CH2 CNR CH2 CN2 G+2 G+3 Ch2 G+2 G+2 CHT CNT CN2 CN2 CN2 CS+2 CN2 CN2 CN2 (5+T f5+2 1e• OlA Amb e 0 1 D • 0 B 0 e e e 0 e e e e 10 f0 10 10 10 10 /0 10 10 10 10 10 /0 10 10 Peak N7 N7 NT N7 7+1 He 7+e 7.e 7.e TH )b 7+e 7+1 7+1 7+D I+e ew B.B A. 49 N9 N9 N9 N9 Nio N10 N10 9+10 N10 N10 Nio 9+10 11o0/Ba Ch2 ONR CM2 CO G+2 C4+2 CN2 G+T CMT CN2 G+2 CN2 G+2 G,3 C1+2 CM2 N 4r rn Aft e e e a a e e a e e e e 9 e e e P -h k 0.7 N7 NT N7 7+e 7+B 7+e 77N 7.e 7+1 T+1 T+e 7+0 iN Not evoilable in those SIZes HraN&1 G+T Ch2 CM2 ,917AI Cht Ch2 CH2 G+2 CH2 CHT CN2 �• 0.O ma 0 P4.STY Ni N7 N7 NI 7+1 7+e 7+B 7.e T+e 7b 7•e 7N Tap 1b NOTES. - O = EXAMPLE ON SHEET DLO WIDTH= 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL NOM. PANEL WIDTH - 7' 2) WHEN USING THE 2-112- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.114' SYN, TABLE 2A POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4 -SILL, POSITIVE WATER DP IS 60.0 PSF MAX SIR Height to Max. (+) DP r DLO HEIGHT = (NEGATIVE PRIES. UNCHANGED} SEE TABLE 2A (Witter MamOon Ret q)DOOR UNIT HEIGHT -10.125' 3) 4, 31/4 AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' g® Wser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REWIRED. MAX. (FIµ a Bos, ew (+) Oasbrs PANEL HEIGNTPOSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR E PROTECTED BY Sheet 17) Precsun.Pat 1 DOOR UNIT HEIGHT-1986'AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAMk THIS CONDITION ISFWah 1 12• sea nde 3 O NOT RATED FOR WATER INFILTRATION. L0 - 2-72' ♦ /8.17 1 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Mwhm 3fu•..J.- 5) DOOR SIZE TO COMELY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REWIRED.High - 6) JAMB ANCHORS ARE SPECIFIEDAS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 13 + o OH RATIO = OH LENGTH PRODUUyC��T�REVISED INSTALLED. OH HEIGHT eewl - toJs ua., FOLLOWING STrF & ASTRAGAL TYPES SHALL BE UBED FOR TABLE 2 SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. .0A .o. 160529.08 Eglretlan D/ale �02/172020 Ware4ee�iMaU QwbN ...,.:.. I' .. 1mI THaa,P4oY _ K ~ SERIES 770 ALUM. SGO - LM IMPACT M+14611ro _ x911 G`AVTHCe>ta 87aWA IPTb 7 • it ...e POJD130 9 A LYYt✓�la� PE F /aYlYi! THE F Inledadt P -hook luckttlle@lamb Stnlght Astragal LOdanle@ 9P Astragal LolJetlle@ 135'Asingal LOckstlle@ ASSeml9y StrafgM Astragal Aslemdy 90'Astragal Assemb4V ly M' Astragal Heavy-duty Stiles Heav/-0ury Stile Heavy-duty ]tAe -Heavy-duty 581e Heavy-duty lire Heavy -duly 5nk Heavy-0uty 5tlk Hearysay SLle Heavy-duty SNe Standard Astragal Outside Carlfer Outside �L.F��.--I� Ilssid� ...1� knide C0 ' 1 1 COmer OuW Causer Part r61 (snk) Part r61 SI(Stile) Pan r119 (Out.) PM II61 (S[re) Part r63 ia2) PM tl61 P9R 161 Part r67 (Astr-agaQ Part N61 Part 0 118 (Lamer pytM120 (kIJ Park r3l&r32 Part Y61 Rexner) (Com. &Fad MOsµ) TABLE 3: Design Pressure (DP) and Anchor Olanll0es Requtad, (for all approved conflguratbna on Sheeffi 2&3) Mttaimutn DP shown below FOR EXAMPLE ON USINU TABLE, b brze 1 r. ,w, ... -,-aa....... . .............. ....... _. _.. -. _.... Fa cottrr esba9W — m9a on Wa 735' <mrr uib. see -hest 11 68ay be anted by little 3A) poorlXH Height Tobi applies t0 Geese Types 4 N, OPe4• 90' %' 102' 7 ow 6, St. 7. 7A, a A M end the site/ 1 !e• 15-7tr DLO DLO A>aleipl typo eleym Dear. or Anely Ane rctw Als:ieryloup DLO WIDTH _ • S, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3 -19 -SILL. POSITIVE WATER 2) WHEN USING THE 2-12LL 1 2 3 4 1 2 3 4 1 2 3 4 7 2 3 4 1 1 3 4 1 2 3 4 DP IS 60.0 PSF MAX. WHEN USWG THE 4• SRl. POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES Interl0dt DodoRea 04+1 G+1 t4s I C4+11044 t 0/+1 fM1 C4N C4+1 104+1 104.11 00H G+/ Git CN1 CMt CN1 CN1 C4+1 G+1 G+1 G+1 04i7 OHt 2i, iT HaadSe e 0 8 e e e 1 1 a e a e e e e e 10 t0 10 10 10 10 10 10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA OLOJMD P�efk N7 N7 6+7 6+7 7+0 7% 7H 7+9 7H 7H 7+8 7N 7+0 7+a 7+e 7H OfB H9 NO N9 eH NO N! 8+9 DOOR UNIT HEIGHT -1.666' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Presawe H -00.o 4 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 23' Head50 C4+1 G+1 G+i CN7 G+1 oNi OH7 CH7 C4+1 CN1 C4i1 G+1 CN1 ON1 G+1 C1i1 CN7 CN1 G+1 CNi G+t ON7 CNt G+t 4q, Heavyduty Stfle pA bab 0 0 6 0 0 a e 0 0 a 0 e e a D e 10 /0 10 a 10 10 10 10 HeaW-d tVS01e P4.* 6+7 N7 1 -71 N7 1 7+0 1 7M 7H 7i0 7+e 7+8 7+a 7.e 7+a 7+8 7H 8+9 N! 1aH eH e+9 NB N! N! H1eaY4uty A&eV Daalpt Assswe 1y gp,ppw 41 pA +1-760pd i 2B• Hatl'Si G+1 I C4*1 G+2 C4+2 G+/ G+7 G+2 Gil G+1 G+1 C6+2 C6+2 CN1 CHt 613+2 C6+2 Git CM7 G6+1 C6+1 G+1 G+t C0+1 C5+1 a DLO Jamb 1 0 e e e e 0 e a 0 e e ! e 10 0 10 to 10 It 10 10 f0 10 �� P4edt 1 41+7 1h71 1+0 7H I Ne 1 7+e 1 7H 1 7M 7+a 1 744 1 Ne 11+9 1 NB IN9 6+9 eNI eN I N! N9 ON N! N9 Cortrr _ 1 1 =d= C��f plasms +AeD.upsr +M26 Pal +/-700 per C4+2 CM2 Gil G+2 01+2 CM2 LS+2 C8+2 06+2 C5+2 CN2 C6+2 CN2 C6+2 C6+2 05+2 CN2 CN2 06+2 CN2 Ca+2 C6+2 06+2 C6+2 3C mo Head'8� J_b e e 6 0 0 e 1 e e 0 10 t t 0 10 D 10 10 10 10 10 10 10 10 Inside P4eds N7 7H 7H 7+e 7H 7+e 7+6 7H Na N9 NB NB N9 Ne N9 N9 N9 so aH eH eH eH N! eH 41• --pie SN Moya A bwbr +/226 pal +476.0 per OWE prasMe CN2 C6+2 CN2 01+2 C6+2 C6+2 CN2 Cb+2 Cbl C6+2 CN2 5 2 C2+2 C6+2 C8+2 C6+2 CN2 C6r2 C5+2 CN2 CN2 C8+2 C6+2 es, 010 NaadBa 2f+2 bee e e a e 1 a " e e e f0 0 0 0 10 0, 70 10 10 10 70 10 10 Part 01861 Stie)er pvtom(OuL) Parte120 (In) P4toak N7 7H 7+e 7H 7H eH eH N9 0+! eH e+B e+B N9 N10 N10 N40 e+9 N70 9+1110 N/0 N9 Nto N10 N10 91 ACC TWF > 1 HE FOLLaff—b I—a roiry NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SLL DLO WIDTH _ • S, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3 -19 -SILL. POSITIVE WATER 2) WHEN USING THE 2-12LL NOM. PANEL WIDTH - T DP IS 60.0 PSF MAX. WHEN USWG THE 4• SRl. POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES Interl0dt UNCHANGED). SEE TABLE 3A 3) 4', 3-114' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE t-1/2' SILL IS NOT AND DLO HEIGHT - DOOR UNIT HEIGHT -10.125 MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN SValgln Astragal TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.666' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Heavy-duty SDle 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Hearydunsulc 6) JAMB ANCHORS ARE SPECIFIED AS THE TDTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Heavyduty Stfle _ A 12 Fr1R PART nIMFNSIDNS AND SHEETS 18 a 19 FOR ASSEMBLY DETAILS - 1 HE FOLLaff—b I—a roiry ,.---an-v.x............-- ____._.—. Locstlk! ___ __--_-_.._ 9W AsUWW L~le@ 135'AstneH bOk Lae! Interl0dt P -hook ssem Abtyy SValgln Astragal Assembly 9('AW.0 Assembly 135' Astragal Hairy -duty Stiles Heavy-duty SDle Healdduty Stile Hearydunsulc Heavy-duty Stile Heavyduty Stfle Hesvyduty Slee HeavydutySole HeaW-d tVS01e H1eaY4uty A&eV Outside Gomer Outside c_� C»rs�er �� Cortrr _ 1 1 =d= C��f ii Inside Comer Put 0X1([1) Part 861 Pert861 Pan X61(SWe) Part 861 Part 01861 Stie)er pvtom(OuL) Parte120 (In) Pset#61(a832 Part 161 PaR 164 (Astnp) Receiver) (ram. a Rd Mound SERIES 770 ALUM. SGD - ISN .emnp IJTS 8 • 22 TABLE 3K SO Height to Merz. (+) DP (Wtdet tlYDebon Rating) Set Riser Height (+I Design (FM lir Boa, sae Plsuua- per $test 17) Flush -1-11T cee hole3 L--2-llr 40.07 Madura-3-tw +80.0 High -4' +00.0 SFE NOTES 13 fOHENGTH IH RATIO 2 1 OH RATIO= OH LENGTH OH HEIGHT _HOA-rle. 16-0028.06 _ iesq, ettia02J172020 A LyraHialet va PJJ6IIN3 NO FRAME 7+8' P -HOOK ANCHORAGE CONSISTS OF: SEE'CS CLUSTER SEE JAMB (7) P -HOOK ANCHORS, SEE'C5" CLUSTER MAX UNIT WIDTH SEE "CS CLUSTER DETAILS, --DETAILS, SHEET 10 ... REQUIRED@ (PERPENDICULAR TO GLASS FOR ASTRAGAL SPLICE DETAILS, SHEET 10 FOR ��, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQURES'CB" SHEET 10 FOR INTERLOCK 24' MAX O.C. CLUSTER, SEE x THIS POCKETS AND x \ 60' NOM. pETq(LS, SHEET 11 xx SHEET SEE POCKET (S)P-HOOK �_____ x \—Ij�PANEL WIDTH /x a, MAX JAMB MOUNTING x ! x x I INSTALLATOON, ADAPTER rte' oT1-}r THIS SHEET ANCHORS MIDWAY �o' r yt7c x & SHEET 14 BETWEEN P+IOOK ' ( 4 PAIRS OF ANCHORS &AT 3' 1j� �lo� -FRAME ANCHORS FROM TOPE $$ I m x A14CHORS 96' (TOTALS BOTTOM �i 3 Y it i o UNIT x zt- ANCHORS) 4.051' MAX TO OPENING MAX o.c. ' 4I 144' MAX. O.t. 0 = P -HOOK AGM O.C. PER JAMB EDGE OF POCKET SEE I 0 ANCHORS „ `�—( (SEE JAMB INSTALLATION 1-1 -, Z j DETAIL DETAILS'Je'&'KG', i� iol mo=P-HOOK BELOW) END PANEL SHEET I4&PART h�R ��� i i A MOUNTING ANCHORAGE OETAILS'J 8'K', i((�ry I O rwvc ADAPTER 24" MAX (2 ANCHORS) SHEET 19 FOR E Lu I i ` ANCHORS O.C. p -HOOK �____ EL A91K IOk—` END PMEl vT ANCHORS - x x _I�- ANCHORAGE END PANEL +, zzx zz z z x zx zxx z VMAX ANCHCRAGE(SEE ACC BELOW) x • �yp • T SKETCH BELOW) (SEE SKETCH MAX. TT J�yT �•`S '�T ANCHORAGE CENTERLINE r Mme•' ANCMOMCE ANC4IDRAOE gNCHORAfE ANO1diAGE ,PANEL 1 2.04' 24' MAX EXAMPLE: &PANEL. 2 TRACK 9D' OUTSIDECORNER - O - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60'x98' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) S. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 ANCHORS MAY BE ADDED 'f— - 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13 SHEETS 6.8: AS NEEDED TO ALIGN THE f • F HEAD OR SILL E A SPLICE �• CENTERLINE OF HEAD & SILL: 8" MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P4400K. NOM. 1N7ERLOCK APPROPRIATE TABLES. SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL - SEE "CS' CLUSTERASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH ETAILS. SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Sb/" •-2"ANCHORAGE REOUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT _ 3.5• REQUIRED AS PER THE FIGURE AT RIGHT: 8"MAX PYRODMCT REVISED CENTERLINE JAMBS & P -HOOKS: 6" MAX FROM BOTTOM, 21"MAX ANCHOR PAIR O.C. (JAMBS), 14" MAxANCHOR 1 UP 2 -TRACK .46 )6 KMr14. OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS S-8. SEE I noA'w'• 1{'882906 P -HOOK ANCHOR DETAILS ON SHEET 14, FRAME JAMB R.Pk"_ D� 02117/2020 4T ANCHORAGE ANCHOR PAIR R CLUS SEE S' CLUSTER END PANEL D� CENTERLINE •) 'CS'CLUSTER, SEE � DETAILS, SHEET IO � ANCHORAGE OETAILS,SHEET II ' lAlTERL�K FORASTRAGAL ' ASTRAGAL (2 ANCHORS) S• A 4.051' 1 3.S IMAX I aLem EXTERIOR OF PANEL 3E •`TANCHDRAGE I_CECOF �ME ••2•ANCHORAGE f"-CENTERL SE ! W p i SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ,, P Lonu,,roBnE ANCHORAGE SPACING & EXAMPLE PLANS I.,,r,,,,,,, � SERIES 770ALUM. SCID - LM fMPACT A LYMI YLIHL PE JR 101074 �� ®Pf. n.vmL ons smZro NTS 9 • 22 ADT0150 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK--1.-IF NEEDED INTERLOCK+ CONDITION. USE CENTERLINE II CENTERLINE •CB'CLUSTER DETAIL) . I 3.5• r r 1.75 its 2.04• 204' r I 3.S,7, �IfExTEIR,aR- 4'DIAG. T Jt}L v 2 -TRACK RiAM1ff HFJ WSLLL `� 2-TRApL FRMS HEADSLL v ASTRAGAL OR INTERLOCKOR NT Rl-OCK ASTRAGAL OR NTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE RE�UIRED.'C47 ANCHORS ARE REOURED.'C5') ASTRAGAL ORSPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE I 3.5' 4. T v 3 -TRACK FRAME HEADSILL 4A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. -C4-) ASTRAGALOR { SPLK3=LOCATION INTERLOCK^i IF NEEDED CENTERLINE I +{ 3.S3.6' 2.04' 2.04 4 DIAD. EVEMOR 4 -TRACK FRAME HEAWSILL N ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. •C4-) ASTRAGAL OR SPLICE LOCATION INTERLOCKIF NEEDED CENTERLINE 1.75 3.5- 204 7- 3.S T 2 -TRACK FRAME HEADISILL dAS�GN. OR NTERLOCKOR INTERLOCK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED. 'On ASTRAGAL OR (FOR SPLICE ASTRAGAL DR SPLICE LOCATION INTERLOCK CONDITION, USE INTERLOCK—�IF NEEDED CENTERLINE I'CSCLUSTERDETAI) MF S 3.S 204' 4.08' 2.04iF 4'DIAG. onEmm 3-TRACK FRAME NEAD/SILL �1 3 -TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK 911 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED.' CS) ANCHORS ARE REQUIRED. -C67 ASTRAGAL OR II (FOR SPLICE INTERLOCKCONDITION. USE CENT RLNE I 'C8• CLUSTER DETAIL) -� 3.5' 4- DUG. 204• 5.37- D41G woe• EXTERIORT€T'TIT V 44RACK FRAME HEADISEL 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED. •C.") ASTRAGAL OR (FOR SPL CE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 3.5• l' DIAG. 204' wI 2.04• J TEIMM T 8' DUG. 204' 2.04• S DOG. 21' Max O.C. 21' 5.�• MAX O.C. S MAX F—I TRACK 5.84' 6• MAX ANCHOR PAIR 4 -TRACK e'DIAG. FRAME JAMB ANCHOR PAR 2W' ANCHORS MAYBE INSTALLED 21'ETHER IN THE EKT. OR NT. MAX TRACK(INT. SHOWN) O.C. 5.64• NOTES: t_ 1 _J6 t. ALL DIMENSIONS SHOWN S MAX ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE I 3-TRILCK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHOR PAR P4IO0K SEE SHEET 9. FOR SPLICED GONDRIONS ONLY: SPLICE LOCATION IF NEEDED T 35 DUG. 3.15- 3.5 v 4 -TRACK FRAME HEAD!SIL III ASTRAGAL OR NTERLDCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, •C6-) WITH 8 WITHOUT SPLICE CONDITION s - I NMI 10 • 22 1 _ PGTO130 PRODUCT REVISED r�ol.pNbp wIs w rtrr. _NOM-N..CM� 15.0629.06 PwYRLbe ORb 02H 7/2020 my A. LYIN YLLBL PE P.EJ SlT65 sa wNuiv s 6E{QLl71d1� ZL� i{ S1/V —2=ms avers wnvdoim _I_ — r. 4{.01.01 u' LoVdMl M - GDS 'Wnw oU S312:GsuFl S21337dnVU 3JVLlOFl�M+ 3OOAO0 YOa"°m ",. 915(}�� (HVIIWIS NOV2LL-E) (SH3NHOO wovw TH 1V (stomo0HOV1ll-4 rnly inOAVI NOHOW 31.Ma3WH3Wl 03HIM3H H3iSIM HOLYJNV.BOJ a3HIn03H H31s= HOHONY.0i T11S/av3H 3WWd NOvHl-b TIsuO Mww NOVHL-b IIISKNW 3WVHd NOVHl-Y 73NYd d0H3NHOO.SEL 89MM.06 3Nt7H31Nd0 .MIZ a0ltHrb aer t .S'g ��� /J�// tKlrtfilX3 ,G .ZL"Y .ZL'6 OZOZ/LLRO«ma "-m L .L .4 ga'g=gp-gL `wwN .40'Z MSLM HOHONV .E+. SU.S E ao� a3siA311 J.OLM011d I3NVd 40 3N17831N30 ,b9Z .bDL lOrt .LL"9 Loar�Ni lnOAVl NOHOW 3.LVI03WH31NI .4 (SH3N80O NOV81'f TV IV (SH3N80O NOVHi-E TIv lV TIS/QV3H 3WV1ii NOV�Z a3HIn038 H31SMO HOHONV.0i 03HIn038 H31Snl0 HOMONV.90J 73NYd d0 T3W IS/aV3H y8d NOvHLE IIIS/W3113wVHd XJVHG-E 3NI7H3LN30 S1031A _ H3NHO0.9ELia— H3NH0:I.06 Eg NOHOW .Zi. NO aaa I rOVIO.r 'Z 3N17831N3O L .LE"S .90.1, HOHONv.E.. 73Nvd dO 3M7H31N3O I AT - ssL .t 'aVIO.b .L4"L 3 S'E .49'Z HOFYJM/.L+. .B9'f VOHONV.Z+. T3NVdd0� (•O.'a3HIn03H 3HV sHOHONV 55.'a3HIn03H 3HV SHOHONV (.90.'03HInO3H 3811 SHOHONV ( 3Nl'IH311V30 Nmsn7O 9 HO 9 3H3HM 3Sf1) H31SnlO b 3H3HM 3sn) H31Sn10 S HO S 3H3HM 3SN 3H 3WVHd N TBSIOVOVHl'Z TISIOV3H 3WVHd 'Z TY31 IS/a3WVHd NOVH!'Z H3NH00Sf t 83N800.SE L H3NH00.08 Old .Y6'9 .L .40Z .4 E .40'Z P.MT2 .40Z HOHONV.N. '4 .9c ,r HO H3llO 'sNO11vmn--x m H3NHOO HOR1311i NO M(kMX3 HOd 'OVIC.Y "OVla.* aoaraGxa 7v0LLN3al 39 a'InOM aNv rxa aMDVds anv AILLW10 L aow31l1i L u13Wi LHOHONVJ-IW30slvl3a'Z '03W IVs'f .S'S� 'gVla .rWnMNIW NO a3SW3HV L NMOHS SNOISN3WW TIV'L:S3.LON .49'Z .b9'Z �� `! 9oIa31w .4 -L- .994 ;5.'a3H1n038 3HV sHOHONV H3iml0 Y 3H3HM 39n) IIIs/av31i 3wVHd NJVHL-Z H3NHW A6 ype>3Lx.3 r •YO"Z S"E F— I I D ozoutL/zo� •�t�l+ 90'BZ90.9L 'ON -VOM o£taLod I zz - at NOLLV1r1SNl r - TIS3Vmtl NOVa1i I 133HS Y 318V133S 3ONVIS10 30a3 SWUM 39YWHON NNIVTVISM r13W Q BWVI' 3WVad NOVal-V —y VOHS'AYNXt 31Va1s- L 133NS'V 31SV19 4 r13W S3LOM NOHOW 33S L 133HS'f 31ON 3H10NOA38 31Valsens r13n 3H1 SOV3aH1 moA39 SOV3aHl CAO 7--- f 30'NIW t133HS'4310N t133HS'tl 318V19 33S aoHartv33S L 133HS Y 318V19 SNOISN3WI0 TV'L •Wl L 9 Ot S133HS'S11VJ3a ..dkLr13W 31ON 80HONV 33S :S3lON ..9u1 -Z "dAl NOHOW SWS SUL Z L 133N6 Y 318V1335 3lvalsens r13W 3Hl 3ONV1SIa 3003 L 133HS'V 31aN aNOA38 Sav3W1£.10 NIW t 1-33FIS Y 318V1 33s aNaricos 3 NOHOW 93S L 133HS "dAl r13W Y 319tl133S 3JNV1SIa 30x3 L 133HS b 318V1 33S:1N3Wa38W3 NOLLV1r1SNl r - TIS3Vmtl NOVa1i I 133HS Y 318V133S 3ONVIS10 30a3 ..91A -Z L 133HS V 318V1 --i[-- J/L Q M.,/L �Y31. t 133HS b 31eV19 L 133HS't, UON 33S:1N3Wa39W3 L 133NS'V 31SV19 V31Btl1 aid S3dA1 1�� (xvw. S3LOM NOHOW 33S L 133HS'f 31ON L 193H 31Valsens r13n 3H1 NOHOW 93S "dAl 'S 31ON moA39 SOV3aHl CAO 7--- NOHOW t133HS'4310N t133HS'tl 318V19 33S aoHartv33S S310NaoHONv33S SNOISN3WI0 TV'L •Wl L 9 Ot S133HS'S11VJ3a ..dkLr13W `dA.L NOHOW SWS :S3lON NOLLVTVISM DOOM ewtlr3WVa1 WJVal•£ (-Ms9aV3W.►Mw SI'O'O 70409M. --i[-- J/L Q M.,/L �Y31. t 133HS b 31eV19 L 133HS't, UON 'L 133HS L 133NS'V 31SV19 V31Btl1 aid S3dA1 NOHOW 8WS "dKL r13W S3LOM NOHOW 33S L 133HS'f 31ON 39 AVW S31Va1S8nS "dAl. NOHOW OOOM NOHOW 93S "dAl aOOM 801V13'1'z �'M xz 7--- a3Molw,han No N1HS 1133H5'f 310N ormtza 03SVH 3aV NMOHS xm NOHOW 33S "dAl 1133Hs SNOISN3WI0 TV'L •Wl ODON'XE .v319V1339 :S3lON ..9u1 -Z :30NVIM 3Oa3 L 133N6 Y 318V1335 3lvalsens r13W 3Hl 3ONV1SIa 3003 aNOA38 Sav3W1£.10 NIW t 1-33FIS Y 318V1 33s aNaricos 3 NOLLVIWISNI�M ® TIS 3WW3 xOValt L J33HS b TWl'a3S :lA9Wa38W3 L 133L/S "V 319V133S :93WISIa 3003 ..Bl/L•Z bn) 7 1133"St S j L 133HS 'S 310N V NOHOW t 19W, 'C -MON L 133HS V 31eV19 33S aOHONV 33S'dAl S3LON aOHONV 33S a00M XL ..au aOHONV DOOM 33S(9WVf).BHO NOLLV11V1SM r13W p (-Ms9aV3W.►Mw SI'O'O 70409M. O 13VIVa:i Va1-' L 133HS b 319V19 t 133HS b 31eV19 L 133HS't, UON 'L 133HS S310N 80HOW 33S NOHOW 33S .' V31Btl1 aid S3dA1 NOHOW 8WS "dKL r13W MYNA 11Vao3 a3Sn L 133HS'f 31ON 39 AVW S31Va1S8nS NOHOW 93S "dAl aOOM 801V13'1'z �'M xz 7--- a3Molw,han No N1HS T ormtza 03SVH 3aV NMOHS xm SNOISN3WI0 TV'L •Wl :S3lON ..9u1 -Z L 133N6 Y 318V1335 3lvalsens r13W 3Hl 3ONV1SIa 3003 aNOA38 Sav3W1£.10 NIW L133HSb319V133S:1N3Wa38W3 NOIIYTVISNI DOOM aV3H 3WVad xOVal-£ L 133HS Y 318V19 L 133HS'£ 31ON S310N aOHONV 33s aoH0NV 335'"dAl ".cm aOHONV OOOM 000111 xZ W HS T wrl J AA .XWVL L 133HS Y 318V133S 3ONV1Sla 3003 L 133<is'V 319V133S :1N3W03BW3 NOI1V11VISM OOOM sw 3WVa3 XOVal-Z +Ir" MHS'XVW.WL Q <>r� L 133HS b 319V19 S31ON NOHOW 399 . aut-z `dAl aOHJNV OOOM 1133HS L 133HS'f 31ON Y a-W.L 3S NOHOW 93S "dAl 30NVjma 3003 �'M xz 7--- L 133m ,V 9-wl T 33S:lN3Wa38W3 NOIIV1lVIsN OoOM TIS 3WVHd xOVM1-Z t 133HS'V 318V133S :. N3WO.3SW3 L 133HS V 318V133S 3ONVISIO 3003 Bul-z� 'r (xvw.dG)L 133HS'S MON VOHONV 33S L 133HS'£ 310N L 133HS Y 31OVI V NOHOW 33S' dAl S310N aoHONv 335 MOM xz 'dALNOHONVaOOM NOIIVTNISNI OOOM OYiiZ L 13.3HS Y 319VI 9 L 133HS'C 31.0N S31ONaOHONV33S aOHONV33S"dal `dA1 aOHONV OOOM DOOM xz L 133HS r V 31sV133S 1 :1N3WO38W3 Wow 111 tcvw .VA . mut-z L 133HS b 318VI 33S 30NVlMO 3003 STV130 N0I1`d11blSM 1133HS V 91OVI 93S :l.N3WO39W3 L 133HS b L 133iS b 31SV133S .LN3W039W3 L 139HS'V L 133HS b 319V133S :LN3W039W3 L 133HS b 319V133S 319V1 M3d L 133HS b MSVl 33S 319VI Mad L 133HS b 319V139S L 133HS b :30NV1SIO 3003 313M3NOO 3OWISIU 3003 313MONO3 :33NV1SI0 3003 31WI Mad ..GM-Z� ..9L/L-L � ..9L/L-Z 313H3NO3 SSLi �H noro xa - I noaflix3 (X'VW.4/t) L 133HS l 133H5 l7tYW •>/L) L 'S 31ON '9 31ON 133HS'9 310N 80HONV 33S MOHONV33S MOHONY339 L 133HS'£ BION NOHOW l 133HS Y 319V1 L 133HS'£ BION LOM NV L 133HS Y 31OVI t 193HS'E BION MOHONV L 133HS'V 319V1 33S'dAlNOne DOOM 4S310N MOH3NV33S 33S "dA1 X3n8O9 S310N MOHOM/ 33S 335 "dAl WJn9 DOOM 4 S310N MOHONV 33S XL 038nO3S A143dOMd "dA1 NOHOW 313MONO3 Xt 03Hn33S A183dOMd "dkL 80HONV 3131:10NO0 XL 038n03S A1M3dO8d "dAL MOHONV 313NONOO NOLLH1; 313MON00 � NOLLVINISNI 313MONO3 ® NOI O-vJ—H- •1— �MTOV313WVMd X3VM1B L 133HS'V 318V1 L 133HS'E BION NOHOW L 133HS V 318V1 t 1334S'E 31ON NOHOW L 133HS V 318V1 L 133iS'£ 31ON NOHOW 4 S31ON MOH3NV 33S 33S "du X308 OOOM 4 S31ON MOHONV 335 33S "dAl Nona OOOM 9 S31ON MOHONV 33S 335'"dA1 mons OOOM '"dAl NOHOW 313M3NOJ XL 03Mn03S AlM3dOMd "dAl MOH3NV 313MONO3 XL 03MLYJ33 AlM3dOMd `dAl MON3NV 313M3NO3 XL O3Mn03S AlM3dOMd WINS WINS l 133HS 'GISOL 'XVW V319V1335 S133LIS'S1ro130 i I .4/t 1N3W039W3 l"ns ,o (OV3H)).> Nlw VQHS T 1 T c� SI'O'O TW00V10. .Hl L 133HS Y L 133HS b '03MOlN'NIW NO r ..91l1 Z 318V1 Mad ..MA -Z 319V1 Mad •.9t/L-Z t 133HS'V 03SV9 3w NMOHS t 133HS V 319VI'M 31-3H0� L 133HS V 3'IBV133S 313MONO3 L 133HS b 319V1 3 3 SNOISN31VI0 l'T/ "L 33M/1SI0 3003 33NVLSIO 3003 33S�NV1SI0 3003 :S31ON 11.33tSb31W.L33Sm1N3W039W3 L133HSV318V133S1N3W039W3 Sli`dl3aNOIlYI�b'1SNI g OEIOL'Jld ZZ E{ SI#� GHpNIMJD yw NAIAt A H^� vc�' _ 10VdW/W7-OJS'Wn7VOLLS3Rf3S �rO ��aw # 1 SWUM 39VUGHONV 3.o morowo3tam, 9 a- I 1�1 _ __ NOLLVITVISNI nW3/313MONO3 NOLLYMISM nYta313uoN0'J NOI1VlT715N1 nW3/313M3NO3 sun *-N- 9WVf 3WVMd N3VM1-V Myr 3WXVMd )VML-E 9N1Vf 30VMd X3VM1-Z WWS'XVW.44 /\ L133HS IHSVW .4/t b ~� W'X WIHS "XVW 31 �� .6/lA 1T 8V1 Mad ll L1331SV �,"� 133HS'V Mad 1�3 nwo No r iI II��••\ 319V183d nwo No 319V1 3 nW3MO 1133H3 313MONO3 L133HS 33LON00 'E BION MOHONV 33S b 319V14 S31ON 31383N00 L133HSMOHOM/33S"dAl "dA1 N3n9 OOOM XL p stn z V 319V18 S31ON .9L/l Z MOHONV nWOiONO3 O3Mn03S ATM3dOMd NOHOW33S "dA1 L 1334 ` MOHONV nworoNo� 'E BION NOHOW 33S 1133HS ..dA1 4 orozf KZ� ..9t/PZ .' X3n9000MX1 b 80'8Z809L •�N-voN VISIO 23S L 193HS V 3lSVl 4 S31ON �33NV1SI03003 � 03M{K73S Al2f3dOMd' pyaqe1L � N� 'E BION MOH3MJ 335 L g NOHOW 33S "dAl L 1B3tS V 31SV1 {~ t73S1A31110�(IUOMd 1133H3 "dA1 XOn9 QOOM Xt V319V133S -- MOH3NV nW3/'3NO3 33S:1N3W03SW3 'V 31GV133S 03Mn33S AlM3dOMd 33NV1SIO 3003 , 33M113103003193HS'V 318V1 33S :1N3Wm8W3 l 133HS V 318V1 33S:1N3W03SW3 NOLL1V1N13SNNI NOLIVTIV1SN1313MON00 NOLLlVTN3SNNI 3133>00 d313UONCO TIM 3vf4w X )VMI -e 1133HS V 91OVI 93S :l.N3WO39W3 L 133HS b L 133iS b 31SV133S .LN3W039W3 L 139HS'V L 133HS b 319V133S :LN3W039W3 L 133HS b 319V133S 319V1 M3d L 133HS b MSVl 33S 319VI Mad L 133HS b 319V139S L 133HS b :30NV1SIO 3003 313M3NOO 3OWISIU 3003 313MONO3 :33NV1SI0 3003 31WI Mad ..GM-Z� ..9L/L-L � ..9L/L-Z 313H3NO3 SSLi �H noro xa - I noaflix3 (X'VW.4/t) L 133HS l 133H5 l7tYW •>/L) L 'S 31ON '9 31ON 133HS'9 310N 80HONV 33S MOHONV33S MOHONY339 L 133HS'£ BION NOHOW l 133HS Y 319V1 L 133HS'£ BION LOM NV L 133HS Y 31OVI t 193HS'E BION MOHONV L 133HS'V 319V1 33S'dAlNOne DOOM 4S310N MOH3NV33S 33S "dA1 X3n8O9 S310N MOHOM/ 33S 335 "dAl WJn9 DOOM 4 S310N MOHONV 33S XL 038nO3S A143dOMd "dA1 NOHOW 313MONO3 Xt 03Hn33S A183dOMd "dkL 80HONV 3131:10NO0 XL 038n03S A1M3dO8d "dAL MOHONV 313NONOO NOLLH1; 313MON00 � NOLLVINISNI 313MONO3 ® NOI O-vJ—H- •1— �MTOV313WVMd X3VM1B L 133HS'V 318V1 L 133HS'E BION NOHOW L 133HS V 318V1 t 1334S'E 31ON NOHOW L 133HS V 318V1 L 133iS'£ 31ON NOHOW 4 S31ON MOH3NV 33S 33S "du X308 OOOM 4 S31ON MOHONV 335 33S "dAl Nona OOOM 9 S31ON MOHONV 33S 335'"dA1 mons OOOM '"dAl NOHOW 313M3NOJ XL 03Mn03S AlM3dOMd "dAl MOH3NV 313MONO3 XL 03MLYJ33 AlM3dOMd `dAl MON3NV 313M3NO3 XL O3Mn03S AlM3dOMd WINS WINS l 133HS 'GISOL 'XVW V319V1335 S133LIS'S1ro130 i I .4/t 1N3W039W3 l"ns ,o (OV3H)).> Nlw VQHS T 1 T c� SI'O'O TW00V10. .Hl L 133HS Y L 133HS b '03MOlN'NIW NO r ..91l1 Z 318V1 Mad ..MA -Z 319V1 Mad •.9t/L-Z t 133HS'V 03SV9 3w NMOHS t 133HS V 319VI'M 31-3H0� L 133HS V 3'IBV133S 313MONO3 L 133HS b 319V1 3 3 SNOISN31VI0 l'T/ "L 33M/1SI0 3003 33NVLSIO 3003 33S�NV1SI0 3003 :S31ON 11.33tSb31W.L33Sm1N3W039W3 L133HSV318V133S1N3W039W3 Sli`dl3aNOIlYI�b'1SNI 4 OZOzl1LlLO wa wn•+Lma 90'6Z90.9L '4F11oN ��1W1 Nl •1!� fu a3sin3a lonaoanaoad aELaled 1 zz• is I &L A$O (SONLIVL a31VM LOA 1NlOLV ve 9 VZ rot S31SV1335) LORI31X3 N0L1VTiV1SN13LL3LONC0 SZ8L0 cza Ju6t#SlWd TI ROME T11S XOS HIM 3Sn LOA NOOk-d O 3903 (6133HS'NOLLVHLSnTII 30NV1SI 'NIG ROG9 AAL 338 OSIV) L 133HS Y 31Sv19 SALON LOHONV 4 - �33S"dAl LOHONV L� n"ONOO NOOH-d 3ONVLSIO 3903'NIW.b/L-L (6 133149 /RNt NNYO JIID IXN�(IN mxazww� AyJO (SOM1Va L31VM LOA 1NL10W VC 9 VZVL S319V133S) Lon13LX3 SU mo Iv13W O EZ6 lZi1 6Lp S1LVd SL3SM nIS XOS HIM 3Sn LOd NOOH-d 30NVima 3oa3 (a 33HS'NOLLvLiSn ni 'NIW .Gwe dA1STM 33S O 4 t 133HS b a18v19 tlpLL303 S3LON LOH3NV 39S i�l--� "dAl LOHONV SWS )lOOH-d 113311SV31SVi L 133HS 335:30wima Y 31eV133S L139HS (6133HS :LN3W03eA3 b31a 9v133S 'NOLLslSnT11 "dA133 OSTV) 1N310038W3 L1331SY 3.19V19 3LvLLSSns \ L 133HS -v SALON LOHONV 1V13W 3Hi ONO.l3S 318V1L3d nW033S'-dU LOH0NV L133HS'V 319V1 S0V3LH1 E:10 'Nin 80913LoN00smWHI"ab 33S:1N3W(M9W3 4133HS'6310N 9NLLNr)OW NOOH'd LOHONV 335 '"d,U IV13W Nq N1� (S9NLLVL L3IVM LOA NI 031WISNI 30 OSIV AVW VE 9 VZ YL S318V1339) NMOHs J.NnoW LoRR1X3 140IlV'IN1SN DOOM bZ# NO iZY OZN BLR Sl2lVd .r SL3S1L T11S 1V14 H11M 3Sn LOA NOOH-d L 1331S b 3ONV1SI0 3903 (613314S'No11VLiSnTv 3iSVl Lad nWO 'NIW.e69'Z dA133S OSly) 210 3.L3LON00 L 1331S b 319V19 NOOwd4 ..NN LOHOPN 335 "dAl LOHONV OOOMNOOHd 1133HS TWV19 S31ON WHONV • _y .. . , .. 335 "dAL LOHONV L 133HS Vijay, nW001400 831"aV 939UN3101108W3 ONLLNnOW NOOFd 'dA133S OSTV) NOI11ON00 LOIL31X3 (SONLLV)jL31VM LOA S310N LOHONV 33S Ni a3lWiSN138 DSIV AVW W 9 VZ YL S319VI 33S) L31VML3LdVOV ONLLNnOW NOOH-d NMOHSNMOHS LN now LOIL31N1LolN3lm NouYlNlsNl nW01313L0N00 S13)900d 901SM YZi110ZZA 0Z# 9LOS1LVd% R1 L3S-111S ANV NUM 33n LOA NOOH-d (6133t1s wouvaisnn1 '613315 dA133S DSIV) l 133HS V 31BV1 NO L L33NS Y 33S -*1N3W039W3 9ldf4X3 335 OSTV 'S3LLLLNVno us Os 319V19 S310N LOHONV L31dVaV 9NLLW1011 335 "dAL LOHONV ^..) NOOH-d aNV nW0l0N00 L31dVaV NOOMd 031,1I1"103L NOON -d LOA 99 S133M 'Cl S36v133S'e LOlaarra 30NVlSla 39a3'NIW.NL-L ,5� a3AOHddV T1V L 13314$ Y 319V1 LOA l 133HS Y 919V1 9 S31ON LOHONV cc 33S WINO SRSD&" 33S dA1LOHONV 3ALVLisnnl nWoroNoo LOA 38V 133HS SIH1 NO S3HA9W 'Z 30Nv190 'a3MOTiV NW NO 'NMI XW Z a3SV8 3LV NMOHS SNOISN3MOlW L S310N /RNt NNYO JIID IXN�(IN mxazww� AyJO (SOM1Va L31VM LOA 1NL10W VC 9 VZVL S319V133S) Lon13LX3 SU mo Iv13W O EZ6 lZi1 6Lp S1LVd SL3SM nIS XOS HIM 3Sn LOd NOOH-d 30NVima 3oa3 (a 33HS'NOLLvLiSn ni 'NIW .Gwe dA1STM 33S O 4 t 133HS b a18v19 tlpLL303 S3LON LOH3NV 39S i�l--� "dAl LOHONV SWS )lOOH-d 113311SV31SVi L 133HS 335:30wima Y 31eV133S L139HS (6133HS :LN3W03eA3 b31a 9v133S 'NOLLslSnT11 "dA133 OSTV) 1N310038W3 L1331SY 3.19V19 3LvLLSSns \ L 133HS -v SALON LOHONV 1V13W 3Hi ONO.l3S 318V1L3d nW033S'-dU LOH0NV L133HS'V 319V1 S0V3LH1 E:10 'Nin 80913LoN00smWHI"ab 33S:1N3W(M9W3 4133HS'6310N 9NLLNr)OW NOOH'd LOHONV 335 '"d,U IV13W Nq N1� (S9NLLVL L3IVM LOA NI 031WISNI 30 OSIV AVW VE 9 VZ YL S318V1339) NMOHs J.NnoW LoRR1X3 140IlV'IN1SN DOOM bZ# NO iZY OZN BLR Sl2lVd .r SL3S1L T11S 1V14 H11M 3Sn LOA NOOH-d L 1331S b 3ONV1SI0 3903 (613314S'No11VLiSnTv 3iSVl Lad nWO 'NIW.e69'Z dA133S OSly) 210 3.L3LON00 L 1331S b 319V19 NOOwd4 ..NN LOHOPN 335 "dAl LOHONV OOOMNOOHd 1133HS Y 31OV1336 LN3W03M3 L 133HS Y 31 33s :a3wista (6133HS'NOLLVHlsnT11 'dA133S OSTV) L 133HS b 31SV19 S310N LOHONV 33S NOIIVLLIIANI dAl LOHONV OOOM L31VML3LdVOV ONLLNnOW NOOH-d 1N3A3Ld 0 S13)900d 901SM TN Lv a311no31 Slew 3WvLA I. 1331S Y 319V133S :1N3n03M3 t 133115 Y 31SV1 `ONIWVLA OOOM 33S-1143Wa39/Y3 SIIV130 N0I1V-1-TV1SNl OMLOd I Sz , SL I 31N I i-- N30VdS11,3Jd31X "' ssvo'lx3 MAOVdSow3svuna@ ssv10 un SSVl1'1%3 ssn0'1w 1331$ SS3Y11V1S "VDI n a3lnat0a 1M130 lV3S 3Nmn1$ Y wn9 oZOLL mo yaw-0-PoLvoNaH9 lvw 'WON JM H3NN003WVad 381AIn6 9016Z90-9LY3NY ilii INYWIS3d-MIAIOd LlaW3O03 8NM � WL WW ��o� 4W WMIMW a3S1A3H lanO011d -LXN,030VdS 2OdnS 0 Shc EJS4 30VdSIGON E) ssv1S'INI ssre�-lx SW! .L ssvn'1x3 ssv,o'1X3 imvd0IS30 1NvmIs30 Hum H3wne0suwd s 'WON ALR 3NM 'WON.yL 1WNafA{l9 3Nm lraruon�nHLs SAS Hd .VL_t x 0L9 1IV130 'd3N2I00 13NVd cane 113W 108 3NmI9S- £L 4 Z L S133HS'.OG 9 Ma. .998'1-1801381INf18000=18098l3MJd )OM -Sl3NVdl,83N)!100341SNI.06:3-IdWVX3 Sav13a NOI1V W.LSNI .9Z L 0 - IH9H 1IN11 HOOD=1H013H Ol0 '8L 133HS'�O. lltll301115 13 .L- H1aLM 13NVd'WON = HLaIM Olaf -{ 'S319tl1 Sl 9 ZL S133HS'.M 8 M0. SIM -la NOI1VIWIS" :BL 1331$',m llVl3a sw WM31N1 NOM31X3 6l L33HS'1V. lYJ3a x00'R131N1 LL 1338$ 30V80HOM7 83NHW 4 6L 133HS 'ZM 7V130 H3NHOD .06 u0roai><3 CL I 9318V1 IHD13 83d 010 1HO1314 -AVW ANn -AVW E•L S318V183d'dAl HAIM l3NVd'WON XMdS Wp3 -K IMpao LZl SRI lards Ieasama mum0 9ZL +OL Lae4S sIN oar 1AM raw IOH 41LM 1Xu 1ao8dS radns macaw szl uw1sAS raOad3 Shc 054 01IIyalLRnox 4LL I-NR1W uopdNaaO flied 1331$ SS3Y11V1S "VDI n a3lnat0a 1M130 lV3S 3Nmn1$ Y wn9 oZOLL mo yaw-0-PoLvoNaH9 lvw 'WON JM H3NN003WVad 381AIn6 9016Z90-9LY3NY ilii INYWIS3d-MIAIOd LlaW3O03 8NM � WL WW ��o� 4W WMIMW a3S1A3H lanO011d -LXN,030VdS 2OdnS 0 Shc EJS4 30VdSIGON E) ssv1S'INI ssre�-lx SW! .L ssvn'1x3 ssv,o'1X3 imvd0IS30 1NvmIs30 Hum H3wne0suwd s 'WON ALR 3NM 'WON.yL 1WNafA{l9 3Nm lraruon�nHLs SAS Hd .VL_t x 0L9 1IV130 'd3N2I00 13NVd cane 113W 108 3NmI9S- £L 4 Z L S133HS'.OG 9 Ma. .998'1-1801381INf18000=18098l3MJd )OM -Sl3NVdl,83N)!100341SNI.06:3-IdWVX3 Sav13a NOI1V W.LSNI .9Z L 0 - IH9H 1IN11 HOOD=1H013H Ol0 '8L 133HS'�O. lltll301115 13 .L- H1aLM 13NVd'WON = HLaIM Olaf -{ 'S319tl1 Sl 9 ZL S133HS'.M 8 M0. SIM -la NOI1VIWIS" :BL 1331$',m llVl3a sw WM31N1 NOM31X3 6l L33HS'1V. lYJ3a x00'R131N1 LL 1338$ 30V80HOM7 83NHW 4 6L 133HS 'ZM 7V130 H3NHOD .06 u0roai><3 CL I 9318V1 IHD13 83d 010 1HO1314 -AVW ANn -AVW E•L S318V183d'dAl HAIM l3NVd'WON NOHONYrdO Lad SNOILVNI8MO x001831" 4ltl0ValSv '-✓ ]( (7 1[ a 3lOVOIIddY 33- 4 m I w 80 swr 3WV8d 1V (80L W3L) 83d3311 CL S33311OVI Z 310N OINIONDIOOI'3MSADOl HDV3 83d 33S lHO13i1V(OL L-LOL 49LSw311)xDOI(0(Z / / dAl 8101 13 T3ivd Sl1V13(3 NOILVTNISNI Wd lryW 80.i t vu S13311S aNY "voo NOLL03S 80d 61191 S133HS 3')"N IM ONV IHHS'salMld 3dA1 .SV. .SO. 3&U 13NVd 3du l3NVd MAI 73NVd l3NVd MOHONd�6513319yorldV1 80HONOU"rS ANOO 3NVd SV SNOI1tl8f 10liNOO l3J Vd wrlawoNl kiw LL 133HS 39S (L S310N EL 4 ZS 51338$ HLa1M ',T/.4 Mtl.4llb'130 Ol0 NOILYMLS" 9L 133HS x'✓I1 W. 11V13O il3043H mam 11Nn Wn S3ldWVX3 '91:INOO musraa I g 1 06ialDd �I ZL, 91 3'd iHTLN NYAI V L±I sS3M35 I T ! �l I —,WIN A�/J't aMa i�o�a� i SSVd-A8 'NOVE- OXXX:3ldWVX3 EL vZL SLAV WI4 M3. 13)IOOd 11 OIU slrol3a NmlvrnlsM oL 133Hs *.a lrol3a llls UZ6M I a SNOIlb x eLvzLS193M'.D.s,Z. 91 y id SlIV130 NOLLVTrolSNI SL 133HS 3J,04Ol0 3 / 1H013H 9t J33HS'd. IrVIM MIS H101M LLNn'%vW �J d eL ct S318V1 Had dA 4 OZOZlLL a�oaM�a �— HlI71M LNf1 XVW 1H0131 . MA1ll _L lNfl au ezao-s� wrwN .xvw wHa� rp w1r�Ma'+�� 039LAM .WnGONd I.. d 3dA1 ° 9 /,a l3MJd l I £L 9 at SL334s'.-a sS3M35 I T ! �l I —,WIN A�/J't aMa i�o�a� i SSVd-A8 'NOVE- OXXX:3ldWVX3 EL vZL SLAV WI4 M3. 13)IOOd 11 OIU slrol3a NmlvrnlsM oL 133Hs *.a lrol3a llls UZ6M I a a x ° et9atS1331S'aa9ra NOV2LLZ stl33Hsslrol3a id CL S313V1 L HLCW I3NVd SL 133HS 3J,04Ol0 3 / 1H013H H101M LLNn'%vW �J d 'WON rL.I31 L=d �— HlI71M LNf1 XVW . MA1ll ' l3Mid l3Ndd I.. ° ?a 9 AM E -t S3l3Vl aid 1H01314 LNn i" HImM LNn xvw s& V ZL S133HS f L 133HS',%1. 9 MN.'.of. £G 9 ZL S193L9'.3K V VK SIVJ3a NOIlVITllSNI !9t £t 9 ZL S133HS'A.9 /N. SINl3a '?8.4/^3. S7VJ3a 13315 '.O,'9VJ3O 213av3H NOLLV1lV1SNl9t 133NS'.ZI.lro13O 8Wvf NOLLV"fl'V1SNi !N'•SlroJ30 NOLLv7lV1SMBL Slro13O NOIlVllVlSNI'8L �8L133HS'.3. 1331S'JL 9,f.lrol3a NOOH-d 13315'ZLL lro13O 3WVf liVl30 H3aV3H .� ,^� � c' fL 9 Z1 S133H3'?I, BL 1335'lV, W.L. 9 AWJOlL131N1 l� • �.( `� W SlroJ3O NOLLYnv1SNl `6L 133HS it 6L 133HS'.W.lro13a NOOIH� 9.L1 Slrol3a N`JVNLSv 1JNn'XVW t`L S3I8VI aid dAl HICHM '13MJd'WON iam'3TrJ VOMyIiI LL 133HS� 99VHOHOW H3NHOO 9 at 13349'.1M IMM a3vaoo 3mslno .00 LFII £t Tat 8J33HS'..S. 9 /Mk Sllvl3a NOI1VT[Vl3N :9L 133HS'.£O. ln1.30 SWvf '9 L 133Hs'.tL 11v13a 3NVf WJVUI-Z XX/XX U3NN003oisino.o6:3ldWVX3 et9atS1331S'aa9ra NOV2LLZ stl33Hsslrol3a ISNOO Slro13a NOLLV TWISN1XXXO 3ldWVX3 Lam' H101M LLNn'%vW �J 8L 133HS'A IIVl3a l73 W3NNOWWA 13 VK Td7JYd 9 WVNd 33S �— HlI71M LNf1 XVW ' x, a b a Z� 5133 xa ° ?a 9 AM St J33LS E•t S3I9Vl JHVaH SWJ30 SL133HS Tro1SNl 'Z 1H013H eL 5318V1 E -L "Z 310N aid OIO 'dAL Cl 310N 'Bt7 OlO Vild s318V1 Ilad 33S / HlaIM XVW igg"S..a S3 1 33S XvA LHIMM 1H313H ,WON 'HVJ30 TIS 1t1013H / d lwn 1wn MON 'A C= so, v. uvw J � d 3dA1 mu l3Nb'd 13NVd -=d 3dAl 3dAl l3J`id l3NVd L 3dA1 BW l3M/d 1:iM/d 3 ,� et 9 at s133is dAl £L 9 ZL Sams 4 at S133NS'.-V, 9 Mv. 6t 133HS 7n 'PO, 9 NJ, 911V130 ',�• 9 MV. SIIVL3a NOLLVTrolSN SIIVl3a NOIlVIN1SN1 �8L 9.t1 SIIVJ3a NOLLVTT/1SW 18t 13313 O10 'BL133HS'.v.IroJ302l30V3H 133HS'MIrV13a 13aV3H tY°v:LLsv zo. IIV13a 8WVfa xvw El9 Z1 S133HS'.00.9 NJ`, Slro13a NOIlV•IT/1SNI�-, -ll !BL 1331S',m 11V13a svw 3 H o 6t 133HS'.VL CLIa3NS NO S31(YJ a3S'133LIS SIHL NOSIIV13a TvaOj 11vJ3a HOolH31N S3ld WVX3'0IdN00 swasraa g 06FQlOd ZZ• LF S1N o/La�le aaea x,/wo� HA2I.01 2A' - 1oVdWlW7 OJS{N/1/V0l1S3Rl3S 9axv 3s/a. r S3d" UNVd awa mo/ B-8 S133HS 33S'WN3W3HIn03H 3ONV1SIS3H N011VH1113N1 H31VM HOA anyA ION. /1 7 YH91H :FA-C WfYO3W WR MOl.ZIL•LHsn-w Sz £Z 1Z 6t XOg H� 3SlN nFS XOg a3SRJ ITIS XOS�IIIS .�(OB a35R1.] a& .[94t 1 gr 3kIM1/M Tao a aL.�p do GA -LA 01 31(NIN IM e91 OZOZ/L L20.2w.«L.,..� A91 -40 aJ a�v3�3N ae a�a/m ix3 at yo•gyypgF 'aM-voN .f 140114(1 .6/L-E Wn103W zL -7lL'i MOl .ZJL-t HSflli^ Hr3SIH�J �3SR1�J pe��N1VIPA lVlj'a35R1�J LVId H3SIH IiISO 1Vld .1V1d �rLnW «n PW �V4 a3sLF13E11Onaoad �. �9s't n -4O Sv IV ba /M En M aalo� iw T-I z 3 SNOIldO S213SIN ITIS m ^ ,a/ F �O 3lIXJH/M � IMg) N000VH3NNOOONV(LSIt) 1— u) 93ILLS AInO-AAV3H 3Sn Ol SNOVHISV.S£L'Yr- a er R) a ar (OZ IM) HOIH31N1 HO leap) aaa31VaLx�3 's N3YV3HIn03M IVIMURV/3I11s 3ISVOnddV (% / + re zoa �/s H3NHOO OMI S3dA1 l3NVd 2!31410 HOd 919YI 33S'NMOHS.3.l3NVd • mloavo l +�w>a � " H3HL30NV(BLL#)M3N3O3MH3NHOO,(LSN) S3lI1SA1n0�MV3H3sn OlSNOV2llSV .08E 4in� 3lIlS co '_'I 319YWAVION 321V ONV 31115 �4 J / r y>d 31@hH /M SNOIIVHL10Lwo ANV HOd O3HIno3H ION 3HV 1.3NVd l3Mld m dd0 03SSOVO NO NMOHS ION S3dA1 13NVd'Z im—erd � 1431A 3HnSS3Hd NOI530 V SMS / / Y m x0o s' �v� O awNVN IM >w � 13NVd and" S133HS'el S31OV1 da 33" 5310N l3M/d m aior r w9>or r w a Md AJ 0d O-4 S S bl 88 MS AS VS 09 09 0l � � V d 3 9 � ^ Ml /lt bl 01 bl Y-L -W dd d t31RMl/M 31R/9N/M �N3M3]3ad0BL3%!MI/M 3b1YHIM 31QM1/M 31R11M/M 31RM1lM 31WYI1/M NIIG20 if10xD9 310M1/M 31LLSNI 1110 S3d),i aMaoaa 9e aaeraoo iNl aaNa�aa sc� aaaao�ixa aanlaoaam aalaoo 129 aavaoaa 9e aaNamixa ausNoo�9e a3Na0o ilo 31us2ao, aalam iw 2a xoe tawaLSV /Holme lwnusv ,wvauv lv�Vauv alusNoo, wawa aoo,aaua I 13NVd 3&U 311-LS 1H'JRI S.-13NVd m LO[6 [3d 3d 7i3T�11 tM.11 Y 61c r- 91 9 4 0Z0=&rzo � o9t�+L�91 SO'8ZSR9L •etrvow ��� •wwwtA3 o O351A3Y J,JIIOOMd OCAaLSd I ZZ • 9t Taldil - 0¢va Hl/IYd1'l!ID lliS3WVHd 3 N3VH1-E (HOR131NI 3H1 (EOUn)(33H1 (19NVd 31GY83d0 01 13NVd MMA 0113NVd amazi (13NVd 319VH3dO HUM NMOHS)� HUM NMOHS) a HUM NMOHS) ® HUM NMOHS) tH aP119'NOVH1-►. BMW XDVHli BW1/PNOVHl-E 9YIVf NOVHL•E tt gt 9 w HOm FOt 9 dl-013NVd Omaj Hw tot ZO 3V130 33S `ted d D 13NVd 03x11 HOj LO 7V13033S g 9 Yl WHO u H•tOdt AWk HL•JH3 89 l3N Id Tloi '37113 H11M 031VYJOM (A" d0 HOd"S139HS'E-L S3iw.L 335'3lavonddV OSIV 09 W311 'NMOHS to 113t1. ws JKywruN N33lDS/M �VHL-Z 9 8 ZH HOgf3lx3 e tr 9r CLL � LL CL Ho u LS ZS ® is NOVHl OV3H 3WVHj V N33HOS "ld0 N33H3SjM)nVHrzW H1IMNMOHS t9 N 19 Z9 9 9p l 2Lt Z 1NTM"il%�4 (HOIH317C33H1 tgaoaa 01 13NVd 03AA NVdSOIW EZ483MV13H M ONOl.9 SOLEHOOotx'sws ®YVI'NOVHu-zl-Z BWVI'jO .�RxoLs ® HlON3l r77d CZL rL WW311[34 (HM31M alll s 01 l3NVd ®Oj H11M WNONS) NVdS01W 6tt 90403NIV13H/M ONOl9 L iL� 5212 ww NOVHL-Z waow -,v BWfl H1ON3l lYlj �t (SWIM NOLLYTIVISW HW HW bt-ZL U33HS MS) S-11VJ 34 .119W3SSd 90l➢S 13'd '3d 1HTDN NHAI Y CIEoZOZ/L L20 qw wL�Ldai 90'6zs"9 'MWON QIP v 039IA3L 10OOOMd 9atOlod ZZ • 6L slly rM� lOYdwi w7 - LIDS 'wh7V OU .92MG NMOHS NVa1-ZLo 1194800 301SM SEL TF -X- NMms X0Va1-Z® a3Nam 3olslno .sel LOM31N1 -S391S H11M 031V*OSSV (3Sd) d01103 9.9 S133HS'E`L (NI-XO9) aOMa M SOHVMO1 (NFXo9) wrd31Nl SOaVMO1 s319V133S'319VOIld" 0311VI SM 39 OSTd AVW (ltlo-Xo9) O311V1SM 39 OST! AVw (lll0-XO9) OST/ (31115 OaV Nlvls) NMOHS WOVa1SV XO9 IMMX3 NMOHS 1VOVa1SV XOS aOla3OE3 096 wall "NMOHS O-ols NMOHS NOVal-Z LN NMOHS XOVl11-Z tN L96 sm s Afro-MV3H HuM Zl 096 S31113 OaV0NV1s HIM Ll A100-MV3H) L96 w311 . a3NhW 301SNI .00® a3Na0O 30iS1f1O.069 996lVOVa1SV AILWMV3H® 196lVOVaLSV MVOW.Ls 1 y�tl31�4ett Eat ELl LOItl31JC3 4 Lt ElL ilOR131X34 Ell a otl tG t9 � W fLL iL g WJOla31H1� S LL• oL •9 L9 iNVdL LL -[OI I L waoW a a '06 � s111s xoa ao � ooH�-d � w -1re ao'lx3 u� STS lVli 1103 HOOH-d a0m31x3 �b M31X3 a01H05 .O@ ID Olt NOQi31%34 � ttt 4 OZl � IL aL N LG aD W L9 aD W to LVW co M ZD fOL LL 6 6o F9 LL DE CLL oL QZ L 9tL ELL to g� 9 (MMM NO11VT1V1SN1 aOA VOd VVZL S133HS 33S) SlIV13a A18W3SW 3d1HT1'INUIY " .. A oetcutad �... a QL GIN aucrg I 1�VdW/W7-MGM NOu S312,99 1S"SJBVd .mrvssa�>r .iwtw•%slaaN { - Y P.P%uI' w 4 OamlaL lLO wd w9sgd m 9O.6L90.91t .oN.yON •9•O .•ms" �lIL�a s N11M9 anO a3suL3a 3anaoaa OO XM.*` SVOWJNV AWOSVP4.9tff a0 SWS 0WAN S3HlnD3a c 110 Z AO 3Sn (E -IVAOaddV SIHL d0 l2Nd lON 3W ONY mSn.LON 3211 ZZL 4 LZ 1. 'W"'9L'99'69-W %M # M L1(Z 911909=WnNIWnW IW (1 S3LON WL .b3mm 3913NVd0366 MilIELli ilt Eat 1V0V1LSY 1131910) 3O9N 331A3006 BRl{w aul oat .SV 18X100309111033103006 IMII LWI .I 13N333111WN 313MMW gWill nut Bt( "9'S zfl-1 X 04-tts mom Lit '9'S.L x OOt XIXOLL flit .iX0 ldd6/ll sit LPIXOw )LddSIOOK Ill 1V3sNJA X.OI' on Zia cit XoLZ-' asto SELL a, )IaLAd'W ANX OI XVOBddYOOLL tit I11N M780L3 cassD31-JIN 9Lw1 aul Olt NWIL SWIFLL RM 1a781N 038SM3tl-LN 3101X1 NSLRo1 wit ml 31I14Vx110tl3 WEIV1-11)1 X Oal OILI got N.1L 91.1NL RINI O3s1V1 M113LN- DX 31NVN OWL out 101 ARF- U30WIM 131Vd O39l MW Z9ut ml OWIA- d1D TJWVd 03.1 tKlto IKLt 9t tGd33XXJOl1H3KS 439)1051 149 wt 13dmx.l mill 9w ml 9Md ISM ®IL Bal mi 13dM99W' 190ZL wL 0', 310H1'OV mwtm M" mos OOL 'HQAlOd'3da IM 3L391O9 ANI X S bN 31111 9*11 stag A .RMS13iLV3M 9108 XLKdg put a OVd8J1,/6 Oa/g Ogul - N dD13NVdm(3LOV39AN Omm Gout a9 t1113s a.t Lsuw sat 6< LXIA DIR E31S a9R %ROLL u di. 3dAL M1 M3D9 SS ll.I x LPR XldlC=" 9L 3LV1d W1t 0N01SIAXOOl T4W Alds 331WOW NIM X9w1 919 u OOLL-30 M9*.M0 twmo0 mix"s H 'ASSY b3TWtl NOUN "WWI NMM 6w u - ASSNIETION -US 19 POGW R9u )lLSw u mnd ISM WaS NJ NO14J1Ex.I X.FA4 SOIL 901 LL (0301011 NOL'9'ID NOROM d7LLSt Kw3M MP OSut OL 7x11 imI1081 dO.L =IQ out o lvOvHL6v ALM MV3x auto acul w w Ga"u L9/O3M308)OOlHum auto oEEll 9 OVd dr& Stl31LV3M 08 TR Gut4 ma to (XMONaLM 30810 NNL-'dISM 81119 SYMIS SRI f9 tlalerov )DO1781N LZCLLB L261I (All10 MV3w 3LS l Bsaw BLEUw 3119 SZuw I 99ylYa.•a �lt/d #' X91 lOd 9.1.03N3tldoaNNO018 ns JWXJX.t WLI 9B 411 93N3tld03NSW19'138 JL/l%.IX Lt SZLI K NIDD N331DS OLM9ww R Ast'-3l1d4 N33WS Moto MOL a5 �I'-3N1d8 X33103 Z6RB Lot is N3IdWVTIfMdLSV HELI OS 1V01'11SY X33103 IIE19 MCI 0 WVVHL M3383S rlm MS IS'11.01 1111V01V "1151 Boo 91 tl3noucibm Vis LV15L o9 LY lV1 MOu0B N337D8 LSldw REY R WU dM N3308 go= LLEY SI XOOVnW 3181100 N33t= gem 181d'VW)Oo11131NX3308 LSl9 13S 130Vd I8d33X 183105 •wit1VdsN3-OLl' m5l�. L3SXI011831DS )ISUW00LL988 3118XM01-1V1303 N3304 99U19 911Vd M33WS 3711 m01 SAM 1N10M03o.lsEt BLELIS 9LSLl m 78111 wi OLUM uELI IE 1:13SN%OB tl03 XOONdl3700d Bicho out 09 13nDD Xoa1-a !Auto R t a LNIOWXOO"13NOW 1 19 tmt 9 X00)ad VOJ dLSM SV193181d031 OLOLOOLOL tI XOONdl3100d EEulo EEut a J"W)COB-1r3san8 0S1ts Dara 0 .111tXH'lVld-13Atl ne I=im cmi K lllS M03M 11091 10 M t ca :LUTTS Jll{'WO®W'1Vid-189tl TBS 9fsL19 SPAI ZZ W-T A&M XDB-1m1 TBS BMW Btul la If1-Z'MOl'LVlJ-1®tl nS Kato lasat OL .TJI-t'H9111i kD9- LL39tl TIS 6tELw 6LEL1 at Ll-1'IBOH'lYt9-113311 n8 LLEl19 zmt Bl sow N3vu" lluw ttag Lt V"X)VdlS mitt 90ELt 0L 'm N331D8 NSM 8Rd')Dt Atd MULS, a0ut St L7 W)OVHK MUM .1 N fE 31011335) NODUVMN331DST1S3WVCi RUL9 RELI st (s MON 335) NOOW N33= TB83NV1f stow slut ZI Imsm)OVmTTS9Rvw ELELLO Elft{ N T1S)DVH" OIULO oiuU OI T1S)OV1LS mum L96Lt 6 1Y1183AS RIM TIS)OVdl-Z wsaw tam 8 Mw Kuk L T.SX0M1L8 aa N SRM'm3[31M11 uclw Lml 9 14J=M3LW 3WAH NELS9 Nut s a3N XYVKL-Y Mika Ll6[l I OV3 )CYVU 4 mug mut E W,N33YJS RYM OY31 )DV7LL msew LTill Z w 9pEll I �BS4p'a0 il9d 0- u WON lLld ostaLod .- I zz I [z 1OV'dni W7 - OJS 'N (IV 91-E9o9) BWVf XoVLIl-4 11 n qn OZOZ/LNLO Nva w9.,Lm� 80'6L909L �� RIMI aasuLIA W w n 3a �anaoaa (N 91-£909) IiVH N01108 � N33NOS .Z90'0 I.EBB'L .4160 (r B1E909) (N 91-£908) nowt rr Ord3S aaa+r 290'0 .SYO'l "0"0 XVN.VZ @ SNOHWI 'X M.rZ 0 SLIOHONV 'SH3SR1 TIS 8W L[ 133HS 339 AMOSM.9L/ENO ALRIOSVVI.9LIEb0 (lV 91£9°9) SNS 04 WIN sRunO3a SWS Ot# NN S3MlrK)3M 3i11S 06 (w 91_£909) (IV 91£909) N33HOS TIIOS3VWVM:f Et - F93NOS N332fOS 91Wf/OV3H 3WViii O .088'L .9L6LlES.0 LBO'0 .BLO'LI .09L"0 —° .090'0 ---I I —1 Z9o'0I6LAJ" (-TV 91£909) BWVf WJVlllE B[ .9011 .180'0 (IV 91£009) XOV N3N338OS SL JM eWVf )♦OVil1-Z .BBL'B t.L960 S6'L � arLux asmrru/nsoum nowt rr Ord3S aaa+r vnc v "0"0 XVN.VZ @ SNOHWI 'X M.rZ 0 SLIOHONV 'SH3SR1 TIS 8W L[ 133HS 339 AMOSM.9L/ENO ALRIOSVVI.9LIEb0 SNS 04 WIN sRunO3a SWS Ot# NN S3MlrK)3M (w 91-6909) (w 91_£909) (IV 91£909) N33HOS TIIOS3VWVM:f Et - N33HOS TIS 3rr4zH ZL N332fOS 91Wf/OV3H 3WViii O .088'L .9L6LlES.0 .090'0 .09L"0 .090'0 ---I I —1 Z9o'0I6LAJ" (N 91-E909) (IV 91£909) r9sxovru-z0 av3HXOVa1-�� .L9o'o so4 L .L LSL .oso'o .BY"6 .ZYL'8 IN 91£909) XOVH1 N33HOS IM TIS XOV2LL-ZO .SOS' L .090"0 .tZZ 9 (N 91£909) TIS)avalE aO SOS' L .090'0 f7!� BZS'9 (lb 91-E909) O{VJH X1V2LLE .LLZ't II II II II II II II .SOUL ('IV 91.6'009) > mu INa3MOI(I�S JM OV3HH� X5V2ll-ZOOInI .L8I0j�O .LIZ'lII II II II II II .8819 (IV 91-£908) (IV 91£909) TIS XOHNl-6 Ot Otl3L1)gVHl-ZO .t80'0 .405'L _ .LLiI .0900 .Z9S'9 .890'9 90l➢9t3d 3Lts lavdwi N7-aqs• n7V oZlssNoisn^� ........ - (N 915809) ,TV 3NNO)9oL H3N3O3H H3mm.05 tLt 13NVd O.l (1d 91t9o9) IVJVHLw H3NH00301S1l1O.OB BLL (w 91-£909) I-II«' .0900 ..:0 -r VVHLSV H3NHOO 3OISNI.06 OZL � 'm'3 .911 CT .4 .LZS9 BJYd 03)od .BOC 0 �j E990L+-- .OSS .980 0 I I (N 91-£809) -k��-4 .EEL.O L .EELO .864'1 .E89y .BOLO d110- OZOULLfLO4b �a•+Lmv Q37Oi 90'6Z90.9L +ervoh I � .050'0 wswd I .090.0 Wd aasuLau Lanaoaa Laws .f .EO'L .Eoo L (TI81-E909) (lV 911909) dllO l3Mdd (N 91-E809) (N 91-£909) (N 91£908) (w91-£909) O to�.9L16O�eO ONrZVISO �LyH ypllOg�dO1 O IVOVHISV A1110 MV3N O IVJYHLSV OHVONVIS O Sre. (+--- .SLE .1910 -SZL'0 .S9Y AL9• tL -MO.9re'L sco'oMLL-�l.oI 9LO'o .BLB"E .BCB"E (1V 91-£909) (N 91-£909) Hy�pj, y,�(� H31dV� (N91-E90H hrdVa 0S ('7391-£909) SNUOD 909) )10O1If31NiLJ �qp— 1y31N1O 31LLS A111O.UV3H L9 3715 OHVONVIS O 1Nf1pW 03703 SEL O H3NHOO.Sf1 Lc .Z90'O SIVE.SZL'E "Z SZf"0 .fLB'L •� L ALB' L A80' .fAE t - 0 009 L .EEL 0 009 L ZWO ='0 090'0 SEL"L � SBf l .OE'Z 4 .SSL (1V91 -E909) (IV 91-£909) (N91 -E909) (WO.L-e 09) (1391-£909) (1V9149o9) H��O A900 M3H0S 'JW1NfgYi )1001{-dV dO � µ Imol3H0Sn F �0 .9100 ."Z.0 J 290'0 .090'0 I- Z900 SBB'0R i . .z9L'o .w9 E y9co "' l09'£ .fOCZ .E9 0 .eLco SEE P.2 MIAMI•DoADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA AVAmiam' ade. 0 vleconom PGT Industries, Inc. ; Py 1070 Technology Drive UrN G North Venice, FL 34275 SCOPE: 1 _:� ` l °"�✓ + This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-800" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH800LM-01, titled "SH Window — Large Missile", sheets 1 through 8 of 8, dated 11/11/11 with revision C dated 06/16/17, prepared by manufacturer, signed and sealed by A. Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.03 j Expiration Date: May 03, 2022 Approval Date: October 26, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1222.04) 2. Drawing No. MD-SH800LM-01, titled "SH Window — Large Missile", sheets 1 through 8 of 8, dated 11/11/11, with revision C dated 06/16/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 1(-0714 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6642, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1222.04) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6643, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1222.04) SHOP DRAWING SUBMITTAL REVIEWED 0 REJECTED O REVIEWED AS NOTED;? REVISE AND RESUBMIT ❑ SUBMITTAL NOT REQUIRED p RETURNED WITHOUT ACTION BY: E.LAEBLANC DATE: 7/12/18 CURRIE SOWARDS AGUILA ARCHITECTS 185 N.E. 4T" Avenue, SUITE 101 Delray Beach, Florida 33483 E-1 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0630.03 Expiration Date: May 03, 2022 Approval Date: October 26, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017) dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC-5t' Edition (2014) and FBC-6th Edition (2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.01) 5. Laboratory compliance letters for Test Reports No. FTL-6642 and FTL-6643, issued by Fenestration Testing Laboratory, Inc., dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1222.04) G. OTHERS I. Notice of Acceptance No. 16-0714.01, issued to PGT Industries, Inc. for their Series "SH -800" Aluminum Single Hung Window - L.M.I." approved on 08/18/16 and expiring on 05/03/22. REVIEWED FOR USE ON OBOYLE RESIDENCE KITCHEN & DOCK RENOVATION PERMIT SET 4/7/2017 - 23 HIDDEN HARBOR DRIVE, GULF STREAM FL E-2 Jorge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0630.03 Expiration Date: May 03, 2022 Approval Date: October 26, 2017 C? 0 P U o. o ` >$ o o yr ! • E w Feb o e� a0 € U) O 3 GES m C70 �iZw 19 *,a 0. m z .6 A S x dam of F m- 41 K o N ZO 0 Ill Ip N o 5 5 J O W w m F... _ LL a o L y Q c0 O IT w $ WW J ° r , vwi= 5�w °O g `off az o;j H _ a W_LLla z� m �� i�� 4�wz ° m m z> W d`cl 3 o:a 3 a 5 v CL E a v zd S m ..z N $W Z = m z }lL $�U �W .ate _.� toLL m J( U N I I 7Gy� N N b a y q Q Q Ow W F ?Q O�1�e NZr' IL 1111=11 Omr� SY°!� Z JN tip m@'L@ 6a <y w a yHy Q ir h 2 Q OO U yy QQ U)11 r Z YO W O Z Q _ U F- LL Z F 11111111�/j ��jQ U `���� * 2F fG�,..... a,�j4�� 19 a 0o Z O O U 2:"W'..W-SO �¢�x� =z:Z g ':-j�e cn�acn¢2�w ru W / Vxg N J Q- Ip m N 12 a7 Z Q W u W 5 U W W E a 0 N 7 Y h m m m < ya}� ��m i z U- 11 - idcoU vi `wwlyy� I� °R W.pw�! a LL zZa ��� 0 0 Wo w� ��0�^ LWLuu¢O O oO (1 �NUr� NW s- 51ri r- �FF �><� OOOjNfZ w QW dN WNWZIuy�UU�t�tr!w!��y] a a WON NOwo�'d7d7d�u do U Z O° m W Nz N z O O Zd YJFa(IO�_ r7�NOy xo rc opR�qOZ Y <EL Z> = m ZJZ `¢d w�K�K �~Rio 1wg1l° F$O Z N KW WO Z N F5 Z� w Z¢Z ¢F W=u%� x ZU' �i u�pLLp �r zzV}� OIW-i. Oa_N F [7 WalriO°O d a Z a o O O W W N p h- Z y o 2 Q V y N Z m W R 1U1�11 2 WRW0U W W S. U W�111 W ('12 Z0Z0 W O J W=(j D'm ppZ~aF WN�UW�� U ZZ z Lu oz z N P o�Co NUT �T a N °wyoo� 0 44 '3� rLL�� 'u� r ON 4a r w °W� < z tl o gZ �� w�+lUvwj �a °z6 N�� o x= rc � xwvo No win ®o �Q i°$ �w��� UQ_� �'� <S� �'R1uzF�¢W o = W °9 O¢� �w°�y x �Q6w W Z Z� �Wwa O=F mK N mm C1 Ri U) w� T Z0 W00LL w 3F <m O pr jO U 0 Op O m WZQ' jZ<Z<Za� 'a~ W W U-� 0Z0�• �OWy tl01 W °6� 0 ZtWg FON �i fA y°I W W OQ �W WO ¢_ ZO >. 6UWmYU Q�N>-6 K=� � �wO wo%jZr yz � 00 � 33 Ix arc orw �°jci 0N00> >r¢ m m 8 oz,2 < $$ o W ZO rZ a �mN=�1T� 0LLy111m 000 °a N 0003 a w oU' LL C, W� W <O�- mp NO"K r0FrN =J O Ot/!m rS Z¢U� wQ f f!1 Z. 10 Q U mw K V Q�Y W Oji ¢ tL 4a W 6;. lil p� OQrQ7 K� w 7 J cQZ Z Q¢. gig (*q �j° W j7 W Z OJO w 24J7r TO Ny m NQ 70 r(/_�S �aJ+Gr S W 'ZI Q W LLLu' Y X_p°7zi W � V of j0 zZ * wo T �LI� p1 R1 ° W 11JW o Z>&S� �ypW�w ��FmF= �OgL6 v�w$N Qo� � I—IOOT woQ ZQ°A°$g5��a°No J Jnr y ZawS oz �3 z ww ZN� N w�OnW°�o ULL1aF U20 FS 7d' C¢�3 ��� Z f/J O W W K Z QjG NOS NK ali W NJ NUa r Z r OO�LL S W co r O S F N= w 0 0 3 5 0 ~ Z r i� w z �� Z K� W Z� W � W N LL LL W¢? �- aw �11 > ULL G�<(� �F(/� t rg <ONO¢Za wLL x ra �yU OZ J V 3�N]NT Z6V yyyO'''= W v02 W 11160 W =0 W 0° y W U' rT1 NpNZ JNN O� y w O Q Z �rp�m( W 1' Q� 2 � O 6 p 2 w a U O m ZS W 6 N ®M n5 g O• i i i i i i ax N WU <?hu 0 N N° mar dWmUU Sh,J b T U �U- b�m �y0 O O O Opp O O t t t t t t ° W Wr�11 x yW 3 0 1 1 W y 0 SS 3 TT � � b � 1 I � m � O "W O O O Opp O O t t t t t t `o � � r� 3 w w a � Q N r Q O � O � m coW S S n O [O S O 2 Z a W . 2 Z O 4Floa� w= aS O�rF 0 K w= mow 0m comas' OO(wO '. W O a� Sr F Z =z� - ¢ ff wow :� Z O 4Floa� 0 mow Gd comas' in co Z- �mqn Z =z� - ¢ ff :� A n Z O 4Floa� 0 mow Gd comas' in co Z- �mqn Z =z� - ¢ o ui r w m uiw70 2 Z N -A II 11 W m 0 0 m� 2w ¢a��yz= K N z { .. 'Zo OCW p1-U?�m W g o U j W Z m z U00 YOQUQ�W Z w UOW�1 QQQmOyoQp �ZY 5��g ] yW OwYZ r�OO� �-p WO m'-YK52� Yui F'Oa�K �O�O �O wU rO wO msz T LL o< o F Z 5 Z qj J W w wo8 frn�S(n O OYNZ ��uri Wq'WqWOw N�?¢m'ToZ� O ¢ r� W L�/ ZO�a oZ o m" O Oar ixa m ° W ¢jyK WZJd Qmw0 o�k'a u, 7U .. 2z O 0 g� o CD W Q Z J LL F- cn 0 � $ N Z Q h Z UJ LL LL O O W O �0 bZ Z S U) b �W y O M x w w � $g� K o_ T z ``````, 1 * } uTiy W O• Z—M J -`t at ;�tiy.•"*.... old; �'�IIIII ti "W "SJx �WL¢O Z r0 F N m W N .rT� S W 1y��' . aOZ2ZW Oam mJ-Lm�V mxW BO WN� J OF4mN px� mom 8��w ¢� j N JJ �W W YS V)Z XmW z r O O r 0 2 m m w 3 ` U Z 2 O F z 2 p J 3 00 zW m 32 m m Z 0 U W J Q U H W C coEeo��`e 1 W 00 3� m o= g Yosa�x f— U) O ��� o Pr+��iv Z pYi �O rno �� FO viQM W g a:n 20 90 " Y •" YYY W LlJ U) asp r3 Zo0 3r hx' Fdx�� rn���mm O L ..� �S 55 a vx�z h tri osp a 3x W �^3p= E v Z Q N SFF mE r E5 o Ea zwN < OS0 Y [[[O g Uq j Z =Z�SOxOf0x — Cw7 -2 �Nv O U1 W Q� wzz iFr o�x uoi'�N 4—LLI O $ a N 00 O� OWE y rn0 m' E�'�q, z �� r .;r eta h vain= u3= `n aC0 a(J �Cn Z 2 19 � N a w � o xx o S N Off' % z 4 e j���I{ w cc --moi w � �o gN sem= "�: t�-'•.Z' WNUul�0 j �d ZZ2 •z � a �.......... l11111111`� `\ y f7 N C N P o©©©©©©©©©©©v©©©©©©©©a©©©©©a©©©©©o©o©v©ado O�oo©©©©©©v©vv©©©000000©00000000000©©0©�00 V Cu. c N M N« o o . O ` O > ^ lI) �, O©©vo©©©©©©©©©©©©©©000000©ovaoo©©©©©00000©© �oo©©©©©©vvvv©©©000©00000©000000©oovo©©©000 O 3 O F cv e O 00 V U C 2 nosm M=°ao©©©©©©°��iv©©©vv©o©00000©000©©oovo©©o©000©vv ovvovovoovvov000vovvv000voav00000000vv0000v 0 woe©©v©©©©©©o©©©vv©vv©©©vvo©vv©©000vvvv0000 anm'z u7 mf 1000000vov000oov000v000v0000000voovo�00000a vv©©vv©vvvo©vvvvv©vvvvvvv©©000000©000000©© g C coEeo��`e 1 W 00 3� m o= g Yosa�x f— U) O ��� o Pr+��iv Z pYi �O rno �� FO viQM W g a:n 20 90 " Y •" YYY W LlJ U) asp r3 Zo0 3r hx' Fdx�� rn���mm O L ..� �S 55 a vx�z h tri osp a 3x W �^3p= E v Z Q N SFF mE r E5 o Ea zwN < OS0 Y [[[O g Uq j Z =Z�SOxOf0x — Cw7 -2 �Nv O U1 W Q� wzz iFr o�x uoi'�N 4—LLI O $ a N 00 O� OWE y rn0 m' E�'�q, z �� r .;r eta h vain= u3= `n aC0 a(J �Cn Z 2 19 � N a w � o xx o S N Off' % z 4 e j���I{ w cc --moi w � �o gN sem= "�: t�-'•.Z' WNUul�0 j �d ZZ2 •z � a �.......... l11111111`� `\ f n 00©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©©®000000© ©©©©©©©®©©m©000©©©000000©©©oov©©©©©novo©©© ©©©©©©©©©oovo©000©oovo©vvovvo©00000©©00000 o©©©©©©©©©©©v©©©©©©©©a©©©©©a©©©©©o©o©v©ado O�oo©©©©©©v©vv©©©000000©00000000000©©0©�00 m©©©©©©vvvvv©©©©©©©©©©©©©©©©©©©vv©©©©©©oo©© O©©vo©©©©©©©©©©©©©©000000©ovaoo©©©©©00000©© �oo©©©©©©vvvv©©©000©00000©000000©oovo©©©000 O©©©©©©©oovo©oovo©©oa©oovo©000©000©v000000© mmoo©©©©©©©©©©©©©©000©oovo©voao©©©©oovovv©vv M=°ao©©©©©©°��iv©©©vv©o©00000©000©©oovo©©o©000©vv ovvovovoovvov000vovvv000voav00000000vv0000v ©©©©©©©o©©©©000©©©00000©©©vv©oovo©v000000© woe©©v©©©©©©o©©©vv©vv©©©vvo©vv©©000vvvv0000 1000000vov000oov000v000v0000000voovo�00000a vv©©vv©vvvo©vvvvv©vvvvvvv©©000000©000000©© �oovvv©©v©v©av©v©v000©vvvvv©vvv000vvvoovvo© MEN f n vM N O U> Ju M N ° 3 O tlWl G O O $ n O � t0 �✓ O �F o ° imago U)i 9 � � S �N "ox a,p IL am W 01E C ELij co o �o� p u Tn W r R ~ •- P 5�� m c .o • _ ° W o gni � a a =o `aa o °� N =m LL - xY C'J to < V �$ Z Z O�r V �2p C Y p' Y �p m � '11n� U) U1 N` = l�QQl O ❑ = LLF ❑ w ". Of Ql C] fh v f— Z N W, H Qw V 0 2 Z 3 N S�Zm Q � �y ❑ W � 24 W u Ro V o S U ZF W W `d W Q w E z y} W m? O O -¢ aE 0� o owoLL o o Nxc❑� ❑.� � m �W z CT es� p W ❑ o Q m .. O Z O= N 0 4 O � N m ❑ (7 � O '�- S N O� to r � — L o _ upel g LL y2y V i .. w0 LA C = a V ��qt PI . 0 ;p o w gp zw 0 0 U W 0 LL ❑ ° Z N W U OEM 2 (7 r S O iw w �a�mmmmmmmmmmmmmm�mmmoavommmmmvommmmm©oov©m�m �;ov©cmmmmmmmm©© mmom©�om000©©aaoommvvv©om �©©mmmmmmmmmm©mmmmmmmmmmmmm©mmmm©mmm©©©mmm© ©mmmmmmmmmmmmmmmmmovommmmmoom©mmmmmoammmmm •�oommm©©©mmmmmmmmm©©mmom000mmmaao©©000000mm �cmm mmmm©©©mmmm©mmmm©mm©©©mmmm©mmmmmmmm©©© �!m°�mmm m°mmgmmmmmmmmmmmmmmommmmm o©mmm©�lo00 mmmmovomo ��mmmmmmm�°mmmmmmmmmmmm©©©©©©©©gym©mmmmm©timmm . mmmmmmmmmmmommmmmmmommmmmmm ���mmmmmmmmmmmm �mommmmmmmmmm�i��mmmmmmmmmm©©comma©vv©©mmv000 `. ov0000vmvomm©m©mmmmmmmmvovam�vvavvomoovvvoo •� A©mm©mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmm �oemmmm©mmmm©©©mmmmmmmmmmm©©©m©mono©mm©mono �_ vovoovaovovv000vovvov000vov0000vvvvooavovo �mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm©mmmm �oaoma©©mmmmm©©mmmmm©m©©©©mmmmmmm©v©mmmm©vv .-m�©©mmmmmmmmmmmmmmmmmmmmmmmmmmmmm©mmmmmmmmmm �A�avaaoovvvovvvomvva000vvvvvovovvvvovvaoovvv • �,►ovmmm©.om©mmm©gym©©©a© mm©mm©©mmmmmm©mw©mmm ���aavov000a000vovoaooa�ovoaoaoovvovovov0000. �©©mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm a�oommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm 'U N T O N � lu10M o � u O C3°a, o m u ru 0 0a z c E Ga:ln a A. °va w� we�o2 m� mf �� p - w(p _ ° a w u_ E Eo m �w � ,a z T) cy 't v 6 io � �� iO y x ._ U �g ? 'no 3 Po� 3 mm 7e Y v C! W LIJ w WE x ao r-w wcp 7 _c w (n TL � vxi? �w0 z �O� �OS2 O t=2� o~ c� x ® = r g st z z❑ ¢3 Nmz 3_ 3 c H fi m �3 z yw o�p o 03x _soi L z Q _Ga N N r CS Y3 jp ;» no, .HIS _ m Q w Z- aZ g ii0 m<z i m3 m33x _ U O m3 O�i NN y w N u d W 2� O O _ o� m om ozw w =moo p�� 2 oul W O Z $°Q Y O LL LL LL= _ N NS p- I�p_ Q J 7 iZ N m N ;Fr- p �n N Y 2 LL S �d 0 IM \fin .a 8LL 3�a3 od $ 2LL � VYI� w 2 v ¢ p p z y U N r v w O aQ r � ��z0 � \��•... ---•� rye' ui w Q b T_ ] C JtlPfil�{ m N N m m m m N ry ry N N N N N N N m M n m m m m m m M M M m m m m M m m m M m m m M N m m m N n m m m m m m N N Y Y aW iMQ�I �� N N N N N N N N N m N M m m m M M m m m m Y m m l8plp.{ tt N N N N N n N N N 1-1-1 m N N N N m N N N N m N N N N N N N M N N N N N N 4 aW�WB N N N N N m M m N N M N f Y Y m N N N Y Y m M M m N Y Y Y •� aW mAD°V r N N N N N m m m -P-HN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ry N N N N N N ry N N N N aw /ropg n N N N N m m N N N m N Y m aw iADq\I r N N N N m m m m m m m m Y Y m M Y Y Y Q lY{1Pm�{ N N N N N N N NN N N N N N N N t N ry - � 3 � aw Nmi�e N N N N oN N NN No o` g�g� aw�cros N N N N N N N Nm NNm N mNNm N� W b aw m vyy N N m m M m $ LL$ { N N N N .- O W RTaw!/[flme N N N N NN N N N N N Nm m m m m N W mroyy �- m N M m 0 aaw .ame N N N N m m M m m m N N N m m m m N N M M N C) � a N aw mnmgy r N N N N N N N N N m m N m m m m m N M M V' .- r r r r r r N r r r r r r r p _ r r '' r r �- r r Z (j 2fw xgmg N N N N N N N N N N m m m N N N M m m m m N m m m m m m Nm M N< Z C N N N N N N m m M N M M M m m M N N N N N N N N M M M m m M N m M m o F a a a a a a a a a a a a a a a a a a a w-s=�ss�$$� x l4BpH -Pum a--O o OO O A c U w Wr 190 ox mZW- wZ �;� e o �� o e� co �t3 C1 e _ CES1 N �8 0u9. a E 6noz 1� bg mf- $ 1� x OLLJ U- 3 J ly D 1 P 0 � ?6 Cl) UJ J C7 H N W ZO~ Q O 0 G 06 Z 822= O Jj � � •_ O � Z to � t LL m xoS o zg o _ z; y prppp p r Z�iZ ui lV ZFrl 3 � O W Q O %g � O w a mm�pbmY1 (p to v �•a F-o mum f �n �m m ep 'mp j� �av0 FI- N5 vSNp ody��oo�Q;s y�KLL z = a m %?t •�' n m L N x M�w�—mm m� �N�iamg"�..: Z.� N Za m� D1ci 0Y �m �q N mu—J• 'Ul_R (� XN G�� � �rLLLU fU�NN NUw m N . m % � LL LL LL414JNN��N2!- N3. "-'-Q SSS Nm itN��NN 1� mm QNN NNNNN � `c ,r z Alm p�p� � ��pp �p ,mmr W�i N b 0 � OI pt9t�Im<OTP<Y 10 of o o ° co ri aw e _ yam; ° g� Ego a appo ,� 6im2 m N W CO J U- 0 0 r w cn LU J ty- Z 0 U W -- --------- =- - v�wp i % p o yy % 1 _ ui C ui / Q F ) N p lV v oO,NY, °fiad � =m J <Iw $ ° NVJW 'z LJ / / v = WWZ2 � �O•J' c u M N i• /, /I•,cl/ �, //• I W� MM m y�j N r W ca.Nj (W FA— LL Q 0 U og�a N �UxW �v i/ :�%• �,, ii ZZ Cp< }ra}rm W m O LL W < Ul F W 2�NWR' MlAMlhMIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) /"S 1M 10M4&idafto o"" PGT Industries, Inc. 1 1070 Technology Drive, urritic Lour Nokomis, Fl. 34275 SEE P.2 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In .Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w/ Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. XTISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state, model/ series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0629.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as wel l as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plaseneia, P. E. NOA No. 17-0504.04 r Expiration Date: February24, 2020 11 114117 Approval Date: December 07, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04!10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-062936) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E_ (Submitted under previous NOA No. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) SHOP DRAWING SUBMITTAL REVIEWED 0 REJECTED 0 REVIEWED AS NOTEDX] REVISE AND RESUBMIT 0 SUBMITTAL NOT REQUIRED 0 RETURNED WITHOUT ACTION BY: E.LEBLANC DATE: 7/12/18 CURRIE SOWARDS AGUILA ARCHITECTS 185 N.E. 4T" Avenue, SUITE 101 Delray Beach, Florida 33483 E-1 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3Z Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTIr--4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Aix Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 IT MANUFACTURERS PRODUCT INFORMATION / SHOP DRAWINGS FOR ARCHITECTS APPROVAL E-2 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 5` Edition (2014) and FBC 61h Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No. 16-0629.16) 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER_ 5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NDA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTI -4921, dated 07/17/06, FTL4527, dated 02/10/05, FTL--4528, dated 02/14/05, FT'L--4315, dated 09/13/04, FTL-- 529, dated 02/14/05, FT"530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.T., approved on 07/28/16 and expiring on 02/24/20. REVIEWED FOR OBOYLE RESIDENCE KITCHEN & DOCK RENOVATION PERMIT SET 04/7/2017 - 23 HIDDEN HARBOR DRIVE - GULF STREAM FL orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 o� � E °p b i» r �a r C f/l pp 8 o v w� a CC$ p o agC4 Lu pp� c�5 � uj FLO T F- �eO ap o" s ' > �j 4'. O� z a �y0 �LL 0 0" ys9 gz _ o mm �,�2 F Q¢ zw N �~ 00�t�c1 z ooiiMii%��$� 4 O RFK N LLLLW �2,- Z �0 NhY�7NN 0 U w 04 d ku N � A WW WW ui mW w ��Qo ^� cc Npa� 3wz c°cqq W � pmp ni.� .VT. T sWUJ ¢ � oZoUqNNW,, G _ U z 1� OZ)m = J W LU U O W z ❑W � iVp'•, t1nC z J mwo� zm0� 8 UJ Z j J Z XX Z U) 3 � X101 Q Q 01 ❑� 1u�) O QLL Q W¢ WC� Qg Wry a K w H ~ ^ Ow U V U c� W x o m v1 O m aa ¢ 3 w LL W= Z aw OC K W °O�j N O d olSa z �Z m ~ "' z z o0 =O- °=O'od o0i d d Q SSIX (n Z w O.'' _W77 ❑ N '� m XIw i w z °z 3 3 U. W w Wz _ X�m< m �z g LLI z Fo (0. Ui N� xrOO I zdx � w O N Lu Q) U za�x 7d� o 7o�tiox ❑�w o� ❑ 0$5 Q m?m m W mmm�<Smc�m NW m °zU ❑� F th LL LL LL aQ ❑_ ~ a L. '0 LLo ooO° baaxl0 w� �O w os. oW U, r- 'oto '°z� �~� ��z �[ry V OW w O a -z Jm-��l1JUi ~ OJ W Z vJ L C J J Z'Z�Z�Z uwl .0. ❑a ?� � U. J1Q- `2$ ZZ ZZ 1 (/} W Z W -L �QN r.QN ILJLLJ�=•Y.ILL J U)Q O J a �(OLL�❑ (ZJ W p� LL -0TO OHY.O C7!� vWZWpw Wm w YGI22td WO i-zS 1-1) ZO cv F (n v v vNz Fih F-F=T,-�i m¢�m IFS o O vviW �ai azW cr �nva,c�amo� z z zw� Namav,av�Q F�O Ol�� zZ J) 5� yw N�nN zJ�a zs `�` °zWtill O Nt006) F" Z. zNz2zmz� yC7�< xjaO v v —:05 v =wwQ Z J=� N Z a~ �"Q Q = NZJ= iflla U V U C?—C9—(7-0— ❑ O �� �-w- z -w- ❑� r "'~o ui" W wo iri x oo¢u� �O o n 0 � 5� '- � - 5 ?�z ���p vr= zW cni � z�o OW o CL �z6v r, {�o 1. ^ rr aDh Z Oa LL �a❑O =vl tu W =-�=a F N!m-R �r� N z �r car LL �� wg� (,) wOdNm Um❑ -W `ll (7"S`� a BJFZO a td N R' hCi C7 vo W xn. W a eS i N U 4. 0 C6 a a \\\\Illurr4rir o X33 +/ 1 ui ul cm a p Ld v'ati a z �2:�=rnC:O, d o' ='= "e ;may•. y O�o� p . 1 '....... ! d Q 96 Z xSy 4 O rrr1111111\\\` gy z U ! W Q 0 0 N {K ❑ fa T Z F- � W UYU N S gui S U (� w (� m m W (D p G W Z U, m m } uiU D Z O } 11❑w� p❑ `� e� M1 J Q O z g K W z Q O '� Q' 1 N W1U L>lj fx1 Z V~ af M D F- W R U FS- U F¢' O p a LL § zd > rn z a Z 11S Z a OY C) o m O Z m m N m uj 1� U W z� la -W HVz U U Q j U' > z �N c o U Q g o W LUg xm to I � Y (q W� W Y �� S T 1, o O g m m C7 O(9 Z Om m of ❑ K w N 0 O p❑ W w W N O z w W Z W Q1 O Z } z oauir � ~ LO W � o m o rO ro m ip O U _ o �i M4�� O Z �i Hm ¢ > U > F- w z d a LJ a a zI T o Z v1 Z�o Y m m,T > O Opp (, 6.�Uy Q O Z_ a a io a g o Ilww J I+ In W O F Z • `111{1 I11I/I!// 1. W h• U. li {W1al 9 N o \ �11`� * O WZS LLS C� O F cep" 04 0 , ��'.�'J' a w � Lu zm �Wcm, Z11 ui JpWW!W!� y§ In n '�:' y; o O O W 00 F F W y> K N W J� m U. J W O= T O J IZVtl O p J �# M, O J N W U. o� W e fA 2 00 m9 11 )•:. J pp �` Z W O u„m2^+ fns CLL I' 21000 o zOv1a V� a O'•, �� J a0paced 3 y C; �LL w�F�ry�v1Z W Z (� O OF U` SF�OZ w�W�WO O'9 E 'i moi;•.-.. ��.,t••'�f�5: 2 Zr I YW WO JZQ Z >W CneG {{LL112W �nwW �io nemz m m� /!/III�I111111 N R J ^ 0 J O 6iln� Z�Ev=i� OZ02 USO DILL C9XW Jp'4 w WN Q z�¢aofS1: Dc ¢�cvot=-t¢� W 1 1n 1n Icy 1n W e 06 OCT Q6N N .- r N N LL NN��NUN� w Y W yQ. W CD CL 0 1 'Q��� a a 11 le` • m&O>> �g C6 , Z ¢ a a > > 0 o o _ ¢x¢x Q 3 Cn -2 ZD {p fD tp Z LD O==ri�(�(WjCJU tq d_ m Q44¢Q w Qyy''°>aiyaitanai d N oOowzo r ~ a¢>¢QQQ rn FO >�vv�� 0 W h p ❑ d0 O 1 -E -1'-F- pp Q = = iA fp f0 p2 i;5 i;% � g U' J rLO �g�gggggg �ZDb66 F� I�QmUO W u.C9S ��,. O pOQ O O O O 0 0O d - O of o o a o a o o v a m o � o o r.: n� � g + + + + } + O O O O W8� �, 8 ti O � O_ n O _O O_ A � p a o � W S � S O 2 W O O O O � n � + + + + + + + + + + + 0 o gg o 0 0 0 0 o m o � 0 o a o m� S o S o S S S o g; S + + + + + + + + + + + pO O O O O O O O O O O m m O obi a o a o 0 C=! 0 o a o 0 A � S � S On S S S O O S + + + + + + + + n + + + W C7 W Q U d U d U U U m U 0 ¢ � iv io io Y ? i th � a x � LL � E m r s o m v a$ a N §a §! , � "« s ���:.. �!s§ ; ��' �'� �■ LU 7 ' a� � Uq k• ! Ifo = g ®q$�§� 0 - � «: n namz.ls wmm, \ §!_ uj k LU \ 01LU k 2|� � \ � x L� o IUnE � k) / , 2 D L � of 2 ) 2 § | $ §■| . , �� 0 �1 11 \ 2 §� 6 k , \C4\ §) ( f�} � \\ % / \ , o z m w § U) \a�° o \Q °r ? \�\/ 2 @| § za- 0., �|- k }/Luk § c - ..S2\/ §W WX ° ¥ r22� z ��, % r u ,} § § / ■!Sa � 33� may§\ wa m ■!; # � 2 a / a/ § 7 ���� J` • s f ) s�0 z }U. IL w0 _ _�■ s«�, o §�o ¢ §) k - * c § \ $ § / ~ ^ §I � m 7 q § \ _ � § %!» Cm ©) 2) } 2) m m 0 Q j q g § 0 0 I / j ( § CV \ k LU (DE m S z « \/ . w \ cn/ § 2 § ƒ _ 7 } LLJ $ ° �k 0 \ a! LU CD o co \ ( § & <�7 a k -J 0 } F- 2 w |$ QO3 R » $ƒ5S2\ LU<LLJ |0|5 ca $ LU < ! |- >z\, %k§ \ 0 0 r ov of ui N `2 r ' �ti a t Zd 73 r TL m o s z° of m f ,�''' * )I 1p¢O ``, 03 m o cD n <O Lu ¢� 0 0 - — -j zILL J Q� W x Z u) co M rn ^ ❑ Lu m 2 a pp W N f`i N n q Vi W N I- m V O m m -j m a O ' W .� W � ui VWJ Z w =W a amts Wim❑ a 2 z_ I J < N I I ap o J Q 0 w - - W coo cr)j N \ cnO Z toLU J N _i<m m zm d q U J Zq to = o p gN:;R � UQ 0 m mLL = F- LLJ O �\ m Z LO Z_ U N N = _Z k 0 z N (D Q OD O LIJ a w W ' N LLI V) W m OD = f� Q �t J Ln q 0 t7 J m co m LU ZIM N O J 9 q 0 d N q W Z W ❑ � O J of .� w xO Z X N M N N AIX WW LL C 1\`y••/v/W r J - Uc9 n _� Ni z-�ui O z 7 a T � oCC o6�`�r "025 z M W M W toco CD CD co 4 d �n co 0� ti o� j fop° N �o LO CO00 00 co m n w 0< Q O a OCA N II o r � t"�' N N W a r n Cj fz H f" W co W F- F- C; > Chi ai 3 LLI O 0 O C j o z M r o m `? J C r coo v co U Jco O o O cn + I CD r - o co O Nk c J i# O � U) W ry ~ fn CV) M co O O m COO J I CR c) N M m Z w M (n o g O i O 3 Z C:) F C) O D w O M CO m CO 02 C) C7 CD mJ 2 COQ CDQ� m CI) p` �co (0 LU ton- g� o 0 S D a cco N o O 0 LU U) vi It cc:), o �~ O m u. Q It Z 5 In y V O In W 'spy' O m W$ a N n 000 0GEe'o y#+ d �mz ui m5 ""IIIn U g �c� 90 CO w IMOCO w ch CO 2 J m v) m M 0 <fi m co M V! N T• vI y vJ T C> (W�_ 00 Q' N•co ti N I f— j 0 W tit • N 0 _ M W O dwJ X 4 U N 9P ® $� a m L1 am a i o LD C'7 m rn w cv CD . z W ACD o F Q Gln v m lu itsm m �I r, N I to coo w oa z g "gym N C7 co 0 $ . {' ^N2 o Cnott) J F W U N� o? O co m n ...3 (Alfa Y � N Cao Q �w S m —� 0 O O --a J m co O 3� � m � !�, m Wm ~ N 1� I+ F; 40 com a 1 ;;j _L m W O q K c„4 m Z o m QO W o / 00 Y Yet � b� �� J of = NNS 4 Q O o 1 N O N IM S mCO M 4 {S1 � rSi IVE? N m 101 �� c + 1 ` 1 1 1 1 1 n l f f �� N . . . . . Y , ' " . I L w : ��y ; t O f N N ` ��: h �� o - z : ��' o G y ��: J = ' ���� V c 4 ' R c ' r . � ` w m U ) r 0 e 5 z . . . . . ��I S V v v ` v V " - �� 0 . e m 2 Z a w W a Q' b a a a t l U Z W F - O W �� Q' ��U z z o f o I Q p � m o D w N L L y o a W L F z N ��W o U g o 3 0 5 5 d T S I l u - Z U a ' Z O Z z Q M O f z U ) d U a c �� z � w a �� o ��w O J ��r e J W L L , ��o j Z ��Z z N 2 m O v W W W c n 1 1 � ��' O d L L O a L ) Z Z � Q O L u = c v ' v v � v Z W � �� x I r I r m t o i h W 4 z d L ) w c l s i 5 ��l n c h i U Q �� W a 3 � t o f U �� m w m t ����. Z �� U Z U O m d ' U ) ' ( 0 w ����- U Z ~ z i : O n J J U I : M 0 q o q 0 V j a c o 7 p Z j I n J ��U ����U N p 0 O z Q p Q w ��x . 0 ' . n : a o m i z F q i j N Z U O ��W Q 2 3 ��' Q Q Q x > Q' y w Q Q o 0 �� O N Q _ t o Z H U �� N 5 p I } _ x 0 < p ( J e p x 0 u ~ i X d V C n $ O ( v ~ i x g �� O y ���� ��L A F X W z x a n o x ��j W Z > 1 Q m o o q �� � o P Z W o m a o o 3 0 O Q Q z O w a W $ U O = w u , z W � w ����a o a o ��C C O C W N O F - 0 8 � � f ��Z �� " 1 Z o v v v W ��p I L u ��j U �� Q w J a _ ' v r r d a J O � O m w V 4 u j ��j � m o 0 m a Z F ��^ M �� m Z V U ( z x m Z ��w a ���� $ J L L o c � = ����W : 3 �� J U ) z 0 ' �� z e 8 �� w �� o w w ��' �� a 0 8 w Z O �� U P J �� J U O v . ��( Q U �� ' C O p ��L L ( W ��i Q I W ��Z Z W Z H ! a . " w L Z U L L W Z U W O K Q' Z z L L a w O w �� O W O O w N W Z L U O w U Q Q 2 0 0 a W z o 2 o o �� x $ �� �� ��w 8 w $ 0 ���� I L E L L o C o t z _ U W � O � Z �� z Z W a 0 O n w o ��Z w Q X ` v 9 � o o �� Z Z Z g o o o c r Q Z t o ) o o o y d M t e a z R ( L � i Q' r N t �� �� U 1 ' OD W 1 Q r:•v, t�! : w t0 O aW JO (� _ +, tai O v�� y � zd `� m g $ :,��Ny *...�.,. p••O� `,.`, d Law ccaq W _� aF,6 CO JW m� w f1'1- u)x V.p�Z� (O� (�[Y r aW W d� OW 00 $��W� N $ w� �+ 31, Lu w WFN ❑� YW N� 0. 1-Q WQrn W W �_ WW m a F ~ m W y U mma Z 0 �{ a az m �u-0 w J S o Vj ::... pQ�N3 aD LU8 co w �ril 1 W of0 x WU co �Wa W ca mw U woo O� izd�� O o °� wg�� ' 0U, < w~ �=1 ,.: wp o°o vim o° v W ntn= f.- 0 rn mow;:: Tdwx uDFx ¢ O w w F U w }Y U4a �0 ❑ W tt' �❑�� $�z.- v x7d�¢ 3 i rW W o 4� Oaap' L S� W _ z pZ J ml� W O.' Z U �. j� LL, qN �� ❑ WZ fA dW Z 0a �� d' C"_ O =fit W U'Q Z�LL �7 mZ0 W �( F- �w Cj pWZd� ,Di w� Q0mill ?� 8N2� 00 2O YFS QFC% .�J� ❑ ii' 0 z W 0 O'Sd IIJ--S Z -0) U tWL tO Z O J W a Xa rr�n �NZZO i< � Q ly IW= '�ryY[O a +i �7 �tn N W Zo J UZ wm LLI-'� O~ 15�; W JQ OZx z it 1Gft J� x^ �o a<° ww uiwu wFw o o�y LLw F� 044�� H� ww z°m o~ Ld LU •. (zW� J Z 3V :f.: a:,.:':: R Z a 2 06 tt1 ~ 1- m O U' O ti OFa¢ U 0a W U9 wF Ow m rnF rn OLEV... zzmw mm as Yazd- w n � Y:. a(L O~ o F -W $ x ZUZmW ,.;UaO w Wzwa•"r' mww Ow ¢.wm .'`:�. QZaw p paWaf w9W �m �Z u, g �Y LU W LD 0 <GIcog a c~n �iflHa' N dmw io ❑ a� 0 vmi ��a) �Z� LU xI y$ O '�� O Z I U3 <� JW 00 n SOS ¢ I —��� w a}w(pw�� WYog o�t�i omOC°g W U W z F- W= J� .K-S(~J Ex". Fx-p W d�1 a302 F.. z -I 2 W lZ-- F {-. OZ� U) (70: w� tn� O�{p-�Zpw �I-.- O2 N E �O ° fn Z Zc N W U)m W FR;KZ`In Wm LLLLLLLLJJJJ o v) I- m ��w Q W J �0� F'"�ogw' d' 0 mUW � (00aWOjw oa fd�W W �W mgwwooia� f�v a` m_ }�°oaLL J�m� mU❑ � _xrn Z a ELO�dQpRI LLJ Wy �0wZWzJ 0zwO- CV C9 LOCKS: BFM ! PART ! RRQD. D�ON MAIIOU" MANE./SUPPIJOL/R6MARIL4 OPTION f1 1 WS-102 t FRAME HEAD ROLL F DRIED. W. Fy - 36.0 141 ACiTIA IEAT 2 `NAS-102 1 FRAME SILL STEEL ROIL FOIWED, MN. Fy - 36.0 K51 1 14BLn PfHT LOCK SYSTEM WON TNUA TURN _-- 2A NAS-202 1 ALT. FRAME SRL STEEL ROLL NRMED. AGN. Fy - 36.0 KSI ZO 3 OPERATOR ON NIFNOR' KEY OPERATED ON EXTEWOL 3 KRIS-103 1 FR4NE JANE STEEL ROLL FORMED. MIN. Fy - 3" KSI LOCATED AT 37-1/1• FROM BOTTOM. /� /� \ F FASTENED To LEAF WUN (6) /10-24 x 1/2" M MS / 1 / I \ 3' NAS-3a3 1 ALT. FRAME JAMB STEEL ROLL FO WED, MAL F - 36.0 M METALLIC DEAD BOLT LOW W11N TNUINB.OPERATOR // ` \\ 30 - 1 ALT. FRAME .AWB STEEL ROLL FOPAIm, MK Ty - 364 HS1 Cpp ON INTERIOR AT M-1/4' FROM DOITOY / / - \ SC MLS-204 1 ALT. FRUE JWB STEEL ROLL FORMED. MAL Fy - 364 AM Qpdd5 FASTENED M LEAF WITH (6) 110-24 x 1/2' IN MS 1 1 - T TOP ANL CNMNNFL (NIL LENGTH) STEEL - � O A. 10-3/16• LONG ST. STEEL STRIKE PLATE FACING 1 4A - i ALT. TOP R CHANNEL (FULL LENGTH) STEEL ORAD BOLT LOCK AT 39• FROM BOTTOM \ \ Q / 5 - - i TOP RAIL COKER (FULL LERGIN) STEEL FASTENED Y (6) 3/16' RIVETS \ \ / 65k n \ L \ / 6 - 1 DORON RAL CHANNEL (FULL LENGTH) STEEL MYCTFA LEAF \ \ / 7 - 1 Iji M RAT COVER (FULL LENGTH) STEEL CONCEALED MUSH DDLTS AT 4' AND \ \', / 7A - I ALT. BOTTOM IML COVER (ME LENGTH) STEEL - • m ]J-Ih• FRO4 BOTTOLI ACTRE IC11VE NNGIM FASTENED UM (2) 3/16• WETS. 9 - t LOCK STEEE COVER STEEL OP9TON !2 to NAS-Ito AS PEW. LEAF EXTFRM k INTERIOR SHEET STEEL MIN. TKK - MC, IBI. Fy - 36.0 MI � x p I d �, 1EAF 11 - AS woo. HONEYCOMB PAPER INSULATION N YILn Powr LOLN SYSTEM WITH TNTAIB TUM iz NAS-212 1 MBtn POINT LOCI - - O OVEMTW ON MDIDOR' KEY OPEPATEO ON EKTEWOR IS NMS-113 1 LOCK SiRNE PLATE LOCATED AT 38-1/2• FROM BOTTOM. 14 - NAS-114 AS REOD. LOC( HANDLE FASTENED TO LEAF YITN (A) 110-32 x 3/e" FN 16 17 NNS-327 4/ LEAF BUTT MNGES-DBS THK. STEEL - METALLIC DEAD BOLT LOCK WIM THU/B OPEMTW 17A NAS-227 4/ LEAF CONCE IED HMLES-.136' TB. STEEL - 25 8 ^a ON NTEROR AT .T6FROM BOTTOM FASTENED TO LEAF MTH (6) 110-24 x 1/2" FII MS _ 16 NAS-116 LEAF FLUSH BOLTS - - aha R 19 NAS-T1s AS RE00. FRAME ExrERIW WSIWPPWC EmWF/d1EP5fK 1636 10-3/16• LONG ST. STEEL STRIKE PLATE FAGYIG CHAD BOLT LOCK AT W FROM BOTTOM 20 NAS-120 AS REOO. FRAME 6NIERIOR WSTI�PlIO FPUM WFATFERSEAL FASTENED WITH (6) 3/16' RIVETS 21 NAS-121 AS RECD. JAMB EXTERKIR WSTRIPPINC MOM WEATIERSFAL 1025 'NAME LAF ACnA4 ACTIVE T2 NAS-125 AS. RECD. I HEAD/9WJA1® SH PLATE AW STEEL X72' X 3-7/6 x FlRL IFNGM, Fy - 36.0 KSI W a CONCEALED FLUSH BOLTS AT 4' AND 23 WAS-126 AS WOO. JWB SHEAR STHAP STEEL 77-1/2- FROM BOTTOM 24 WS-136 AS (E06 OEWRATNE M010.0MC - WOOD S.G. - 0.45 MN. (� 3 FASTENED y6TH (2) 3/16•WVE15. 25 - AS.RmO. REINFORCING CHANNELS STEEL 28 - AR PE00. LEAF WSTWPPNG VALYL - :Im 5/16' W Z. TI •i a (4) PER FWGE .512 STEELLEM HINGES: _ aw TALK.KI .035' LN. OPNON !1• g W g .136• THK. x 2-3/4' LONG YETALOC-TWO PECE CONCEALED LANCES. 112-24 x 5/B• M W g 4 PER LEAF FDR FLAME NT. UPTO AT' (4) PERFBICE 8 Y II 5 PER'1EW FOR'FRANHE M. ABENE 63" k UPTO 100• -- � � IIWDUR NRVISED PFNA6 wHE ON IIeNIdA �eY Cede . J/B' STEEL PW Aenp An N.�� bc; MOUNTED TO A STEEL WAGE EpHMb-DAR WELDED m ERNE 4 sly— L„ - 51m YIAd DAde P A4F c $ 3 STEEL LEAF tl D22' IHK. MR. 11� 5' LONG SUSACE MOLANT TWO PIECE BUR HNGEs4_35162EACH FASTENED TO DOOR LEAFANO I ` FRAAK WIN /10-32 x 3/6' M MS (5) PEN NAEP, a 4PER LEAFFOTI FRWE M. UPFO 83' - 3 6UOTTVE LEAF FLUSH BOLT AU 2 1Q 5 PER IEA, FDR FLUME W. ABOVE 63' k LWiO Hao" r dtaRinq n0. W08-73 64661 s a1 � `rrr. iisii riiiiiiii H.es_- �iiirrrrirrrrrrrr..rrrirri►rrrc_����,,I .,, � . i I � r....- I:� .:-:,•:-:-:- :-:-:-:-.�:.�� ;.;.;.;.;,,;.;.;.;.;.- ;.;.;.;.;.;.;.;. it �_:�.• •-,:: j oeee �eeoeoe� %eeeee,�oo� .i ;, oeoeeee eeeeeeoeoi �eoeb000eooeoeo��� ! OF Is�e�e�.veiioioi!!II-- .00 E.eeeo� �eoaooeoe "oeeee rr`eoeoeeeooe� ►eeeoeeeeeeeeoe —. ��_ _!� �eeeeoe�ieeoeeseeee� �oeeoeeeoeoeoeoe�llll__;I 1 ��1�111 3Ar — 1016 OD S CK FOAM r11VDUCF p Q Oa )DUZ Ir �.J Nets I �Z� n 7m� R 7h2� ( l�lJl^JL :f l drowilq' ro i W08-73 TPMYL ANCHM I-1/8' X }I/2' WOOD MFIX OVAL �4wou 7K SEESEE EILVATKRIS EILYA71016 7ypK.K pT� S.O. - 0.55 FOR SPACING SEE ELEVATIONS FJIBEDED N Elo'AND1110 FOW EDGE 06T. .. .. 1NY FOR SPACING OR SILICONE FOR SPICING oo� MOD BULL( EDGE _ 3 i. EDGE 067. Q 19 A �: N O' ' A, E tPOLs 5 SEE ^- s i i 1 1 IDa SPAOWG APPROVED a p w �,N SEPARATE N R��Jj b I SIFEI ATE EDGE 06T. < .1 �6 fe ,e SPOT WE1DE0 TO FRAME it to ro to 10 WpOp BUCKS AND METAL STRUCTURES NOT BY UNLIMRED DOORS ' & •ry MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 24 AND TRANSFER THEM TO THE BUILDING STRUCTURE. i ¢ S E) TYPICAL ANCHORS: sEE E Ev. F SPAFXNG G c 1 /4' DIA_ UITRACON B'Y 'ELCO' (Fu -I2] M. Fy I1 K5D ESEiDR �ApNG� 5EE SHEET 4 INTO 211Y WOOD BUCKS OR WOOD STRUCTURES ¢0LL MIN tt C FOR LOCAIa0 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JANRS) U� g — THRU 1 BY BUCKS INTO CONIC. OR MASONRY (WA m w g 1-1/4' MIN. EMBED INTO CONCRETE (HEAD) ;� .. o 'I' 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) i DIRECTLY INTO CONC. OR MASONRY >,D- 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) C 0 f14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) IMO MWAI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/87 ��1• INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) rNuullcrw�nm B ALUMINIUM : 1/8' THK. MIN. (6083-T5 MIN.) MWin •"""•^iA°L - e @ g I to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .ly - t)(•0 Q e j DISTANCE TYPIGL ELvs ti INTO CONCRETE AND MASONRY = 2-1/2' MIN. ! I INTO WOOD STRUCTURE - 1' MIN. .. INTO METAL STRUCTURE = 3/4' MIN. 2 •S � tS MOOD AT HFi1D. SLL OR JAMBS SO . 0.55 UK; 3 N lJ 3 CONCRETE AT IEM, SILL OR 4MJBS 1'e - 30DO PSI MN. o C-90 HDU.OW/f4LE0 BLOCI( AT JAYBS F'm - 2000 PSI MN. R 2 T � Oy.: 4vao AIIIYD RA � Tl592 � e f S 161 Mr _ •f ,X4 WOODMJMZ• a Drsr .—SEEE SG - assFOR SPAcm FOR SPICING / dronig EWOEOED N DOORS WITH DOORS 111TH / W08-73 OVANGf6 FDA4 WOOD COVER DECORATIVE STERL SURFACE OR 9.ICWIE STEEL TO BE STAN -M OR PAWED CARBON SiFEL all°at 3 9f 7 a 1/4' wx. 76- MAX . Ynona - Ef01rE WART HEAD a SILL ANCHORS Z R 9Y a STU ENDS cwEN DR CLUED ER COR ' `(s) AT s oc F woof OR P9O VENEER Ie' m wx. W000 OR MYEREER 10' 1Eax. DVIiDN.L Hr A, OPIIOr1aL IIE10/SRL I NERS fAW1FA5 ; � V IuE'N. 1 '1y yW� \ $ ; • __ 1 r- T --l1 83 p r o A a m1. F i g acln¢ 9CrnE ', eacmE � � go SEE SHEET s 8, SEE saEcr e 61 - 7m •• FOR (4) Heimov11OHs w 1/Y wx $ MR (4)� wlcE Drrans sa I/. wx. li j. M aW RIM EEAF YAMo (X) (XX) tINWLT "YYIbLD g F.-, -UM DESIGN LOAD RATING = + 70.0 PSf Oa. Sas soca OR SxuaER - 80.0 PSf "•`�b"'pR p/ .o y 5 �' �' M I W CODE) ODORS YAIH DECORATIVE STEEL SURFACE A EGRESS RMUMA 10S TO RE R EWEO BY 9UCDRIO DITILK Wr EW. - PE . CAN.?_059] E — aa.,o AUG s ' dmwing W08-73 ./ 9hae1 y of 7 SHOP DRAWING SUBMITTAL REVIEWED O REJECTED 0 REVIEWED AS NOTED W REVISE AND RESUBMIT 0 By. _.ELEBLANC DATE: 7/12/18 CURRIE SOWARDS AGUILA ARCHITECTS 185 N.E. 4- Avenue, SUITE 101 Delray Beach, Florida 33483 REVIEWED FOR OBOYLE RESIDENCE KITCHEN & DOCK RENOVATION - PERMIT SET 4/7/2017 - 23 HIDDEN HARBOR DRIVE, GULF STREAM FL. SUBMIT MANUFACTURERS PRODUCT INFORMATION / SHOP DRAWINGS FOR ARCHITECTS APPROVAL SEE FOR (5) TINGE SERIES HI—TECH OUTSWING ENTRANCE DOORS WITH DECORATIYE RQOD YBNEER OR WITH DECORATIVE STEEL SURFACE DOORS ARE APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REWIRED. TRIS PRODUCT HAS BEEN DESIGNED AND TESTED TO. COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H%aI WOOD DUCKS BY OTHERS. MIST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS DSUD. SPACED AS SHOWN ON OEV15, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WILL DRESSING OR SNCCO. ANCHOANC OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOADDURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERA S NCLUONGUT BNOT LM5'I TED TO EEIVI ETK SCREWS. THAT COME INTO CONTACT WITH ODIMMM fR DISSMATERVILS SHALL MEET THE REQUIREYFNIS OF THE FLORIDA SLOG. CODE. THESE ODORS ARE RATED. FOR LARGE Q SWILL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. 0 _ O � ^ O�oR wG' 0 :3 z :5 70 WOB-73 3 Q Unlimited Security Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files #13-0114.09/ #09-0128.07) 2. Drawing No. W08-73 Rev D titled "Series "HI -TECH" Outswing Entrance Door" Sheets I through 7 of 7, prepared by Al-Farooq Corporation, dated 08-11-08 and last revised on August 21, 2014, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #13-0114.09/# 09-0128.07) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5478 (FTL07190), dated 01/26/09 and FTL 5656 (FTL08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 07/30/14, signed & sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 08/20/12, signed & sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under files #13-0114.09/ # 09-0128.07) 1. Tensile Test report No. FTL5478, Tests #l, 2 & 3 dated 01-26-09 per ASTM A-370-05 for steel face sheet, prepared by Fenestration Testing laboratory, signed and sealed by Carlos Rionda, P.E. F. STATEMENTS (except item #1, all other submitted in previous NOA(s) submittals. 1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/30/14, signed and sealed by Javad Ahmad, P.E 2. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq. Corporation, dated 08/07/12, signed and sealed by Javad Ahmad, P.E. 3. Statement letter dated June 24, 2013 issued by Unlimited Security Door, LLC of legal name change and requesting NOA to be issued to new name and existing NOA # 09-0128.07 (NAS Unlimited Doors, LLC) to be rescinded. 4. Statement letter dated Jan 14, 2013 of NAS Unlimited Door, LLC transformed to Unlimited Security Doors, LLC, signed by Sergio Mattig, MGRM, NAS unlimited. 5. Lab compliance as pail of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 13-0114.09, expired on 07/22/14. 2. Test proposal # 07-3338, 07-3338 R and 07-03338R-1, dated 06/05/08, approved by BCCO. 3. Distribution agreement dated 04/11/13 between Unlimited Security Doors, LLC (USA distributor) and the Zhejiang Yangkang Doors, China (manufacturer), signed by Maylin Matting and Xu Man Bo on behalf of the respective companies. 4 Previous NOA(s) # 13-0114.09, # 09-0128.07 (Former NAS Uniimit d Doors, LLC) Isbaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0616.03 Expiration Date: July- 22, 2019 Approval Date: August 28, 2014 E-] -:�, t:�r, -r, -g M IAM I - — i =� - DEPARTMENT OF REGULATORY AND ECONONIiC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DINqSION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 u-immianiidade.gov/economy Unlimited Security Doors, LLC 5578 N. W. 161 street, Miami Gardens, FL 33014 OFFICE C SCOPE: 9 J This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used un Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HI-TECH" Outswing Steel Entrance Doors -Impact. APPROVAL DOCUMENT: Drawing No. W08-73 Rev D titled "Series "HI -TECH" OutSwing Entrance Door" Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-11-08 and last revised on August 21, 2014, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Max. height of the door with Wood veneer is limited to 100" (w/ min 5 Hinges) and Decorative Steel is limited to 83" (-*v/ min 4 hinges). See hinges location un sheet 6. 2. Spot welded steel shear plate #22 is required at frames at head, side jambs and sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Yongkang, Zhejiang, China and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #13-0114.09 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. -� - = w - NOA No. 14-0616.03 M4M DADS COUNTY Expiration Date: July 22, 2019 4 K':-; 1- Approval Date: August 28, 2014 ` Page 1 Zone Sizing Summary for SYSTEM #5 Project Name: 17032-23 HIDDEN HARBOR 06/15/201 Prepared by: Engineering 01:41 PN Air System Information Air System Name SYSTEM #5 Equipment Class SPILT AHU Air System Type __ SZCAV Sizing Calculation Information Calculation Months __ _ __.._ _ __ __ Jan to Dec Sizino Data _.. _ _ __ _ _ __ _ _ __Calculated Zone Terminal Sizing Data Number of zones _ __ . 1 Floor Area 1352.0 ft' Location West Pairs Beach, Florida Zone CFM Sizing. __ Sum of space airflow rates Space CFM Sizing _ _ _ Individual peak space loads Zone Peak Sensible Loads F Zone Cooling I Sensible (MBH) � Zone Reheat I Zone Zone Time of Heating Design i Minimum I I Reheat Coii ( M9 Unit I Hty Ui1it iri iiiir iy (MBH) Supply c .__., �Upp'y vvll Water roil Wa+ar I Box Fan i 352.0 Airflow, � I e6r±lo•�, ?one I Load � gpm °F Load � gpm °F ( Airflow Zona Name (CFM) (CFM) CFM/W (MBH) @ 20.0 (MBH) � C� 20.0 (CFM) JZone 1 1417 14171 1.051 0.01 -i - 106.0 1 Oi Zone Peak Sensible Loads F Zone Cooling I Sensible (MBH) � Zone Zone Heating Load MBH1 Cooling Time of Heating Floor 6.8 Sensible Peak Sensible Load I Area Zone Name (MBH) Cooling Load (MBH) (ft2) Zone 1 2(.31 Oct 1500 '10.91 i 352.0 i -A. nnri Airiinws (Zone Name I i Space Nan, e Zone 1 I Mult. Cooling I Sensible (MBH) � Time of Peak Sensible Load Air I Flow 1CFMJ Heating Load MBH1 Floor Area Iff21 � Space CFM/ft2 5 DREAKFAST 1 6.8 Jul 1700 313 3.3 254.0 1.23 5 CABANA BATHROOM 1 1.1 Jul 1900 50 0.5 74.0 0.67 5 FAMILY ROOM 1 13.4 Nov 1400 621 4.8 580.0 1.07 5 KITCHEN 1 4.9 Jun 1600 228 1.1 262.0 0.87 5 NEW BAR 1 3.31 Jul 1 IOU 155 1 1.1 106.0 1 5 POWDER ROOM 1 0.51 Jul 15001 251 0.01 35.01 0.71 5 WIC 1 0.61 Jul 1500i 261 0.01 41.01 0.64 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #5 Project Name: 17032-23 HIDDEN HARBOR 06/15/201 i Prepared by: Engineering 01:41 PN Air System Information ..-... - 2.3 Tons Load occurs at -------------------------------------- --- Air System Name -.---------- -.......... ___ - SYSTEM #5 Number of zones ...... 27.9 Equipment Class ___---- _____ --------------- - - .---- SPLT AHU Floor Area __... 1352.0 ft2 'Air System Type.. -------------------------------- ---------- .---------- _ SZCAV Location _ _ _____ _ _ West Palm Beach, Florida Sizing Calculation Information OF Coil CFM at Oct 1500 ------- ------ -------------------------- __ .- .1417 Calculation Months ---------------------------------------------- Jan to Dec Zone CFM Sizing __ Sum of space airflow rates Sizing Data ------------ _------------------------- ------------- .----- _ Calculated Space CFM Sizing --- ___ Individual peak space loads Central Cooling Coil Sizing Data Total coil load ---------------- --------------------------- ..-... - 2.3 Tons Load occurs at -------------------------------------- --- ......-- . Oct 1500 Total coil load ----------------------------------- 27.9 MBH OA DB / WB -------------------------------------- 87.0 / 76.0 OF Sensible coil load __ ___ _ _ ____ _______.... 27.5 MBH Entering DB / WB --- -.-.----._76.1/64.1 ----------------------- OF Coil CFM at Oct 1500 ------- ------ -------------------------- __ .- .1417 CFM Leaving DB / WB --------------------- --------------------------------- 58.1 / 57.6 OF Max block CFM ------------------------------ ---- -------- 1417 CFM Coil ADP ------------------------------------------- - - - ... 57.2 OF Sum of peak zone CFM - - --------------------------------------- -- 1417 CFM Bypass Factor ---------------------------- -------------------------- --------_ 0.050 Sensible heat ratio ---------------------------------------------- 0.985 Resulting RH---------------------------------------------------------------- -__- 52 % ft2/Ton ...... ..- - - --- ------------------- - -------------- - 581.2 Design supply temp.55.0 ---------------------------------------- ---------- --- - °F BTU/(hr-ft') - -------------------------------------20.6 Zone T -stat Check. - --.-------------------------------- _ 1 of 1 OK Water flow @ 10.0 OF rise .._...._._._______________ N/A Max zone temperature deviation ------------------- 0.0 OF Central Heating Coil Sizing Data Max coil load _____ _____ _ ._._._ .._ ____ _ 9.8 MBH Load occurs at -.-.-._. -.--_. ------------ --------- Des Htg Coil CFM at Des Htg _ _ _ __ _ _ ______ 1417 CFM BTU/(hr-ft) 7.2 Max coil CFM ____ ___ _____ _ 1417 CFM Ent. DB / Lvg DB __-----------_ 69.7 / 76.0 OF Water flow @ 20.0 OF drop __ _._ __.____.____ N/A Supply Fan Sizing Data Actual max CFM ___ ___ ____ __ ___ 1417 CFM Fan motor BHP _ _.— _ _ 0.39 BHP Standard CFM _____ __ __ _ . .... ..... _. 1416 CFM Fan motor kW -------------------- ----------- ------ --- ------------------------- __ 0.31 kW Actual max CFM/ft2 1.05 CFM/ft2 Fan static _ _ - - ------ -- - ------ - _.. 1.00 in wg Outdoor Ventilation Air Data Design airflow CFM .. 0 CFM CFM/person - - . _ ...... _ - - _... 0.00 CFM/person CFM/ft2 _ 0.00 CFM/ft2 Hourly Analysis Program v5.01 Page 1 of 2 pZone Sizing Summary for SYSTEM #4roject Name: 17032-23 HIDDEN HARBOR 06/15/201 ire ared by: Engineering 01:41PN Air System Information Air System Name _ SYSTEM #4 Equipment Class __ _ SPILT AHU Air System Type __ _ ___ __ SZCAV Sizing Calculation Information Calculation Months __ __ _ ___ ___ _ Jan to Dec Sizino Data - __ Calculated Zone Terminal Sizing Data Number of zones 1 Floor Area _ - 1265.0 ft2 Location _ __ __ _ Wes. Palm Beach, Florida Zone CFM Sizing _ __ Sum of space airflow rates Space CFM Sizing ._ __ _ Individual peak space loads Zone Peak Sensible Loads --- I Zone I I ( I Reheat I Zone I cone.• I Floor Sensible uesign minimum I meneat I Coif I II hty 0111. -%j ., ... I ..;v.__ .'-"k' I (Zone 1 1 20.51 Supply i Supply 1205.01 Coil Wates I roil Water Box Fan 4 GUEST BATHROOM Airflow Airflow I Zone I Load I gpm Load I gpm I Airflow !Zone Name � (CFM)I (CFM) I CFM/ft2 I (MBH) 20.0 °F I (MBH) I @ 20.0 °F CFM !Zone 1 1 10471 1047110.831 Nov 1500 0.01 2.1 0.0 0 Zone Peak Sensible Loads --- I Zone I I Zone I Zone CoolingI Time of Time Heating Floor Sensible , Sensible I Load Area Zone Name (MBH) Cooling Load (MBH) (ft') (Zone 1 1 20.51 Oct 15001 7.8 1205.01 A-rlowS Zone Name i I Space Name Mult. Cooling I Sensible (MBH) � Time of Peak Sensible Load Air i Flow (CFM) Heating Load (MBH Floor I Area (ft) � Space CFM/ft2 Zone 1 4 CLOSET 1 1.1 Jul 1500 50 0.1 134.0 0.38 4 GUEST BATHROOM 1 4.4 Jun 1700 202 2.0 227.0 0.89 4 GUEST BEDROOM 1 4.0 Jun 1600 186 1.5 232.0 0.80 4 MASTER BATH 1 5.1 Nov 1500 234 2.1 274.0 0.85 4 MASTER BED 1 1 6.5 Nov 1400 303 i.8 i99.v i.52 4 MASTER BED 2 1 1.5 Jul 1500 72 0.3 199.0 0.36 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #4 Project Name: 17032-23 HIDDEN HARBOR 06/15/201 Prepared by: Engineering 01:41PN Air System Information Air System Name _ _--------------------------_ __ SYSTEM #4 Equipment Class _ ----------------- -------------- _---------- _ SPLT AHU Air System Type ---------------------------------------- . _ SZCAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data _... ---- ___..------------ ---- ------------- - --Calculated Central Cooling Coil Sizing Data Total coil load ----------------- ------- ---------------__.. 1.8 Tons Total coil load --------------------------------------- 21.8 MBH Sensible coil load--------------------- ..-------------------------------- _-.._ 20.6 MBH Coil CFM at Oct 1300 -------------------------------- --------------------- 1047 CFM Max block CFM ------------- --------------------------------------- - - 1047 CFM Sum of peak zone CFM -----------------------------------_.__ _ 1047 CFM Sensible heat ratio --- .. 0.944 ft2/Ton---------------------------------------- ------------------------------- - 695.2 BTU/(hrft2) - - -- --- _---------------- ---------------------------- 17.3 Water flow @ 10.0 °F rise --------------------------------------_. _ N/A Central Heating Coil Sizing Data Max coil load _ _ 6.6 MBH Coil CFM at Des Htg 1047 CFM Max coil CFM _____. _ _ _ 1047 CFM Water flow @ 20.0 °F drop __.. N/A Supply Fan Sizing Data Actual max CFM ... _ .._ 1047 CFM Standard CFM - _ _-......._.. 1047 CFM Actual max CFM/ft'.___ __ 0.83 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM . ..-_.._.. -- - - - 0 CFM CFM/ft2 __ . _...._ 0.00 CFM/ft2 Number of zones -------------- - - - 1 Floor Area . --------------------- - _-- _. _ 1265.0 ft2 Location _.----------- ___ West Palm Beach, Florida Zone CFM Sizing _.---------- Sum of space airflow rates Space CFM Sizing .------ --- . -. Individual peak space loads Load occurs at. --- ---------------- OA DB / WB - -------- -------------------------------- Entering DB / WB ---------------------- Leaving DB / WB --------------------------------- Coil ADP .. - ---- - Bypass Factor Resulting RH ---- ------------------------- Design supply temp. ----- -- ------------------ Zone T -stat Check Max zone temperature deviation -----_ __Oct 1300 ----- 85.6/75.6 °F 76.0/64.1 °F 57.7 / 57.2 °F ---- ---- 56.8 °F 0.050 ----------- - - --. 53 % ----------- 55.0 °F ---------- 1 of 1 OK 0.0 °F Load occurs at - - - _ _ --------------- Des Htg BTU/(hr-ft2) 5.2 Ent. DB / Lvg DB _ 69.5/75.3 °F Fan motor BHP _ .. 0.29 BHP Fan motor kW _ _ 0.23 kW Fan static _. _ _ ... _ 1.00 in wg CFM/person _ .. 0.00 CFM/person Hourly Analysis Program v5.01 Page 1 of 2 Project Name: 17032-23 HIDDEN HARBOR Zone Sizing Summary for SYSTEM #3 06/15/2017 Prepared by: Engineering 01:41PM Air System Information Air System Name __ __ SYSTEM #3 Equipment Class _ _ SPLT AHU Air System Type _..._ ___ _ --- __ SZCAV Sizing Calculation Information Calculation Months. Jan to Dec Sizing Data ....- --- _ .. _... Calculated Zone Terminal Sizing uata Number of zones .. _ - _ 1 Floor Area 1445.0 ft' Location West Palm Beach, Florida Zone CFM Sizing - ____ _ _ Sum of space airflow rates Space CFM Sizing Individual peak space loads Zone Peak Sensible Loads Zone Ie I I I Reneai ( Zone I Zone Floor i Sensible Design Minimum 1.ei�eai C:.il u_ I I_;. II u.- 11- AA .....,,, (Zone 1 23.41 S" ! I S^ I Coil Water Coil I Water Box Fan 3 BATHROOM #3 Airflow I Airflow I Zone I Load I gpm I Load I gpm I Airflow len Name I CFM) (CFM) I CFM/W I (MBH) I @ 20.0 °F MBH 20.0 °F CFM (Zone 1 I 1200 1200 0.83 0.0 - 0.0 56.0 i 01 Zone Peak Sensible Loads Zone I Mult. Zone Zone i Cooling Time of I Heating Floor i Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ft') (Zone 1 23.41 Jul 16001 9.61 1445.Vi RnAnp Lo;idS and Alislows �- Zone Name / Space "lame I Mult. Cooling I Sensible 1MBH Time of Peak ( Sensible Load Air Flow (CFM) Heating I Load MBH) Floor Area I (ft2) Space CFM/W Zone 1 3 BATHROOM#2 1 1.0 Jun 1700 46 0.5 52.0 0.89 3 BATHROOM #3 1 0.6 Jul 1500 30 0.1 55.0 0.54 3 BATHROOM #4 1 0.9 Oct 1600 40 0.3 62.0 0.65 3 BATHROOM #5 1 0.6 Jul 1500 30 0.1 56.0 0.54 3 BEDROOM #2 i 3.9 Jun i 70u 18 i i.4 203.0 0 89 3 BEDROOM #3 1 4.3 Jun 1600 199 1.8 210.0 0.95 3 BEDROOM #4 1 5.3 Nov 1400 245 1.8 217.0 1.13 3 BEDROOM #5 1 5.2 Nov 1400 239 1.4 230.0 1.04 3 FOYER 1 4.1 Jun 1600 189 2.3 360.0 0.52 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #3 'roject Name: 17032-23 HIDDEN HARBOR 06/15/201 'repared by: Engineering 01.41 PN Air System Information Air System Name _--------- _---------------------------- __ SYSTEM #3 Equipment Class ._._--------- .----------- _ SPLT AHU Air System Type _ --------------------------------------------- - _ SZCAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data .... - ..... - Calculated Central Cooling Coil Sizing Data Total coil load.. - - ------------ ----- ._ - . 2.1 Tons Total coil load _- --------------------------------------------- --- ---- _------ .25.0 MBH Sensible coil load------------------- ------------------------------------------ 24.2 MBH Coil CFM at Jul 1500 __------------------------------------------------- 1200 CFM Max block CFM . - __ ..._------------------------------------------ - 1200 CFM Sum of peak zone CFM., ------------- - -------------------------- 1200 CFM Sensible heat ratio _-.__-------------------------------------__----- - 0.967 ft2[Ton------------------------------------------------------------------------ 693.2 BTU/(hr-ft2) --- - -------------------------- 17.3 Water flow @ 10.0 °F rise _. ____________ _ N/A Central Heating Coil Sizing Data Max coil load ......... _ __ 8.1 MBH Coil CFM at Des Htg _ 1200 CFM Max coil CFM ._ _ 1200 CFM Water flow @ 20.0 °F drop- ....__ _ N/A Supply Fan Sizing Data Actual max CFM ... ........ _ ...... ________ 1200 CFM Standard CFM ___ _ _ ...___ ._....... .__ 1199 CFM Actual max CFM/ft2 0.83 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM _ - 0 CFM CFM/ft2 - 0.00 CFM/ft2 Number of zones ........ _... - 1 Floor Area -......__ - - _ _ 1445.0 ft2 Location __-----_---____.--__..__ West Palm Beach, Florida Zone CFM Sizing ........_ Sum of space airflow rates Space CFM Sizing- Individual peak space loads Load occurs at., - ---------------- OA ------------OA DB/WB Entering DB ! WB --------------- --- ----------- Leaving DB / WB .. ----- Coil ADP.- Bypass DP. Bypass Factor -------------- - - --------- Resulting RH ----------------------------- --- Design supply temp. .--------- --------------. Zone T -stat Check Max zone temperature deviation _____._... Jul 1500 ----------- 91.0/78.0 °F __-------- _ 76.0/63.8 °F 57.4/56.8 °F °F --------------- 0.050 --------------------------- 51 0/0 ----------------- 55.0 °F ----- 1 of 1 OK _... - -_ . 0.0 °F Load occurs at ....... - __... - -- _ __... _ Des Htg BTU/(hr-ft') ....... — 5.6 5.6 Ent. DB / Lvg DB - ..... _... 69.5 / 75.7 °F Fan motor BHP -_ 0.33 BHP Fan motor kW _ _ _ 0.26 kW Fan static --- --- _ _ -- - _ _ _ _--- _ 1.00 in wg CFM/person . _ _ .... 0.00 CFM/person Hourly Analysis Program v5.01 Page 1 of 2 Project Name: 17032-23 HIDDEN HARBOR Zone Sizing Summary for SYSTEM #2 06/15/201-1 Prepared by: Engineering 01:40PN Air System Information Air System Name _. SYSTEM #2 Equipment Class. SPLT AHU Air System Type _ _ _ . _ _ __ SZCAV Sizing Calculation Information Calculation Months _ Jan to Dec Sizinq Data _ __ _ - Calculated Zone Terminal Sizing Data Number of zones _ _ __ _ 1 Floor Area 1951.0 ft, Location ..__ _ _ _ Fest Palm Beach, Florida Zone CFM Sizing ____ Sum of space airflow rates Space CFM Sizing Individual peak space loads Zone Peak Sensible Loads -- -- I Zone I I Zone I Zone I ! Cooling I Time of I Heating uesign minimum ! Air rietleai I ! Coil _:. Illy ����. !II ut y ! � ! ! (MBH) O'�t'FNIY I (MBH) Coil Water Coil Water Box Fan 1951.0 "`3pYh ! Airflow ! Airflow ! Zone ! Load ! gpm I Load gpm I20.0 ! Airflow ! CFM/ft- 1 4.5 °F CFM IZ3 R 0.56 2 DINING 1 4.1 Jun 1700 191 1.2 308.0 Zone 1 1 113371 13371 0.691 0 01 160 0.01 225.0 ! O Zone Peak Sensible Loads -- -- I Zone I I Zone I Zone I ! Cooling I Time of I Heating Floor Air Sensible Peak Sensible I Load Area Zone Name (MBH) Cooling Load (MBH) (ftZ) (Zone 1 I 25.81 Nov 14001 9.6 L_ 1951.0 gnnra i naafi end wirflow3 Hourly Analysis Program v5.01 Page 2 of 2 Time of I Cooling I Peak I Air Heating I Floor i Zone Name i Sensible Sensible Flow I Load Area S pace Space Name Mult. MBH Load CFMO MBH) (ftZ)� CFMIftZ Zone 1 2 BILLIARDS 1 4.5 Jun 1700 209 1.4 374.0 0.56 2 DINING 1 4.1 Jun 1700 191 1.2 308.0 0.62 2 FOYER 1 3.5 Jun 1700 160 2.1 225.0 0.71 2 MUSIC ROOM 1 6.2 Dec 1400 287 1.9 314.0 0.91 2 SUNKEN LIVING 1 10 51 Dec -i4uu1 489 3.01 730.OI 0.671 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #2 project Name: 17032-23 HIDDEN HARBOR 06/15/201' prepared by: Engineering 01 :40PN Air System Information Air System Name -- --------------- SYSTEM #2 Equipment Class _____.---------------- ---- _--- SPILT AHU Air System Type --.---------------------- SZCAV Sizing Calculation Information Calculation Months ------------ ._..----_.----. Sizing Data --------------------------- Central -------------------- - Central Cooling Coil Sizing Data Total coil load - ... - Total coil load __ Sensible coil load -__-._._-------..._--.--- - - ---------- Coil CFM at Nov 1300 -__-------------_.----.-._.-_.... Max block CFM ----------------- - -- --------------- Sum of peak zone CFM _--------------------- _____ Sensible heat ratio ------------- _-.--.--_._._----..__----. ft2/Ton BTU/(hr•ft2).............. - _..................... _ _ Water flow @ 10.0 °F rise ____--__------------- Jan to Dec Calculated 2.3 Tons ___27.2 MBH 25.9 MBH 1337 CFM 1337 CFM 1337 CFM 0.950 859.8 14.0 --- N/A Central Heating Coil Sizing Data Max coil load ------ _ —8.2 MBH Coil CFM at Des Htg _ _ .._._ 1337 CFM Max coil CFM ._.... 1337 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM _ _ _. _ ._ 1337 CFM Standard CFM.-, ...... . ... -_ _------------------ -- -- 1336 CFM Actual max CFM/ft2 0.69 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM _ _ __. 0 CFM CFM/ft2 -..0.00 CFM/ft2 Number of zones _ -.- ---- --- -1 Floor Area - --- ------------------- - 1951.0 ft2 Location ---- West Palm Beach, Florida Zone CFM Sizing __ --------- Sum of space airflow rates Space CFM Sizing ---------------- Individual peak space loads Load occurs at .... --------------------- OADB/WB Entering DB / WB ---------------------------- Leaving DB / WB Coil ADP -- - Bypass Factor __.---- Resulting RH Design supply temp. __--..-.._--_-_---.. Zone T -stat Check ------- _--- _--.--_------.- Max zone temperature deviation .-. Nov 1300 82.6/74.5 °F ___....__ 76.0/64.3 °F 58.1/57.5 °F 0 ------------------ 0.050 ------- ---------- 53 % ---------------- ..55.0 °F ------- ---------- 1 of 1 OK -- 0.0 °F Load occurs at _..__ _.._._ _ _ _ . Des Htg BTU/(hr-ft2) 4.2 Ent. DB / Lvg DB ..... - __.... 69.7 / 75.3 °F Fan motor BHP ..... - - 0.37 BHP Fan motor kW _. 0.29 kW Fan static _ - 1.00 in wg CFM/person - _. _ 0.00 CFM/person Hourly Analysis Program v5.01 Page 1 of 2 Project Name: 17032-23 HIDDEN HARBOR Zone Sizing Summary for SYSTEM #1 06/15/2017 Prepared by: Engineering 01:40Pry Air System Information Air System Name _ _ _ _ SYSTEM #1 Equipment Class _ __ SPILT AHU Air System Type _ _ SZCNV Sizing Calculation Information Calculation Months _ ..__ Jan to Dec Sizing Data.. _- .___ - - __ . - Calculated Zone Terminal Sizing Data Number of zones _ _ _ __-1 Floor Area _ _ _ 814.0 ft2 Location -_ -_..._ West Delm Beach Florida Zone CFM Sizing _ Sum of space airflow rates Space CFM Sizing - .. - Individual peak space loads Zone Peak Sensible Loads — — Zone I Zone Zone Reheat Zrne zo�le Floor i t-ioor Area (ft2) nye...... r•..:1 SJa I :a I f. 11.. 1..14•. I Ini4 Mixelan ' IJeslgn ' IVIIrIIFI1u/11 (ft2) r�cllcaa vv.. ...y ...... •••� —• •_ ••-.•-•••� II Supply Cuppl; i Coli I Water I Coll ( Water I Box Fan I Airflow Airflow Zone Load gpm ! Load I gpm I Airflow %one Name I (CFM) I (CFM) I CFM/ft2 I (MBH) @_20.0 °F p�1 _ MBH 20.0 °F CFM Zone 'i 5921 592 073 0.01 1 n nl I 01 Zone Peak Sensible Loads — — Zone I Zone Zone Time of Peak I Sensible S Load Cooling Time of I Heating Floor i t-ioor Area (ft2) Sensible I Peak Sensible I Load Area Zone Name (MBH) I Cooling Load (MBH) (ft2) (Zone 1 I i i.91 Oct i500I —I °14 0 J A • II •.[ l flaf'P 1_(5 ii[l1 el rl (1 NIII l7 V1Ij Zone Name i Space Name I Mult. Cooling I Sensible MBH) I Time of Peak I Sensible S Load Air I Flow (CFM) Heating I Load (MBH) I t-ioor Area (ft2) Space CFM/ft` i Zone 1 1 DEN 1 4.9 Nov 1500 229 1.2 200.0 1.15 1 MAIDS 1 3.4 Jun 1700 157 1.0 304.0 0.51 1 MAIDS BATH 1 0.9 Jun 1700 43 0.4 70.0 0.62 1 POWDER ROOM 1 0.5 Jan 2300 22 0.0 40.0 0.55 1 UTILITY ROOM I i 1 I 3.01 Oct I (VU1 1411 0. 41 --i 0 70 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #1 Project Name: 17032-23 HIDDEN HARBOR 06/15/2017 Prepared by: Engineering 01:40PN Air System Information Air System Name __ _____ _ SYSTEM #1 Equipment Class ____ . ..... --- SPILT AHU ,-Air System Type. -------- - -_ __.--------- SZCAV Sizing Calculation Information Calculation Months ------ --...__.._- .._ . Jan to Dec Sizing Data ----- ------------- Calculated Central Cooling Coil Sizing Data - - - -- Oct 1400 BHP Total coil load - - _ ... - _... 1.1 Tons Total coil load .. - -- - -- - --- 12.7 MBH Sensible coil load - _---------- - -__ -------- 12.2 MBH Coil CFM at Oct 1400 _._ _ _.... 592 CFM Max block CFM - - - - -- - - _ .... 592 CFM Sum of peak zone CFM _ __.. 592 CFM Sensible heat ratio __ .... ._.-------- .___________.... 0.968 °F ftZ/Ton - - _.. -- - 772.1 OK BTU/(hr•ft2) -- -........... 15.5 'F Water flow @ 10.0 'F rise _ ...... _ _ .__ N/A Central Heating Coil Sizing Data Max coil load ........ _ ........ - 2.2 MBH Coil CFM at Des Htg . _.592 CFM Max coil CFM _ 592 CFM Water flow @ 20.0 °F drop.— N/A Supply Fan Sizing Data Actualmax CFM ---..... -... -------------_......---- --- ----- --- . 592 CFM Standard CFM -- - -- - _ _..- - - - - - - ....... 591 _ _ 591 CFM Actual max CFM/ft2 _ _ ._ 0.73 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM ..------------ - ------------- _ _........ . 0 CFM CFM/ft2 _ ............. - .... - 0.00 CFM/ft2 OFFICE COPY Number of zones ....... .. - ... - 1 Floor Area - -- - 814.0 ft2 Location West Palm Beach, Florida Zone CFM Sizing _ .____ Sum of space airflow rates Space CFM Sizing _... Individual peak space loads Load occurs at _ - - - _.. - - __.. - - - -- Oct 1400 BHP OA DB / WB_ - -- 86.6/75.9 'F Entering DB / WB _ - --- - . - - - _. - 76.1/63.5 °F Leaving DB / WB -_ ..... -- — _.. - 56.9/56.3 °F Coil ADP - _. . 55.9 'F Bypass Factor - - 0.050 Resulting RH 50 % Design supply temp. 55.0 °F Zone T -stat Check. _ _._ _ 1 of 1 OK Max zone temperature deviation _ .__ 0.0 'F Load occurs at _ Des Htg BTU/(hr-ft2) 2.7 Ent. DB / Lvg DS .... _ _ _ 69.6 / 73.1 'F Fan motor BHP.._- ---.--- - 0.16 BHP Fan motor kW 0.13 kW Fan static -- - - 1.00 in wg CFM/person _ ---- -- - ---- -.... 0.00 CFM/person No. 3289 , Z S TE C,_� IliIiI0 Hourly Analysis Program v5.01 Page 1 of 2 Zone Sizing Summary for SYSTEM 5 'roject Name: 18132 -HIDDEN HARBOR 10/09/201; 'repared by: Engineering 11:42AP Air System Information Air System Name ................................... SYSTEM 5 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Da{a „Ser -Modified ...................................... .............. Zone Terminal Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1362.0 ft' Location .............................. West Paim Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Cram (-FAA SiZing .................. rninciC!enf Space loads Zone Peak Sensible Loads Zone Zone Zone Reheat Zone Zone Time of Hoatin? Design Minimum Reheat Coil Htg Unit ( Htg Unit Mixing Zone Name Supply I Supply I Coil ( Water Coil I Water I Box Fan i Oct 1500 11.8 Airflow i Airtiow Zone Load I gpm ( Load gpm I Airnow i_ one Name (CFM) I (CFM) i CFiviin'- 1 (RABH i u� I Lw gnu."v °F (inSr,� on n oc -FM) C �V.v . I 1/ -one 1 _1200 — 120y� - - - 0.881 v.vl -I v.Oj -1 0j Zone Peak Sensible Loads Space Loads and Airflows Zone Zone Zone Coming Time of Hoatin? I Floor Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load I (MBH) (ft2) 7nne 1 27.5 Oct 1500 11.8 1362.0 Space Loads and Airflows Hourly Analysis Program 5.11 Page 2 of 2 Time of iivviii�y` rcan nn ceuny Zone Name / Sensible Sensible Flow Load I Area I Space Space Name Mult. (MBH) Load (CFM) (MBH) (ft2) CFM/ft' , wrc 1 BATHROOM 1 0.8 Oct 1500 34 0.5 61.0 0.56 BREAKFAST 1 2.7 Oct 1500 117 1.5 156.0 0.75 KITCHEN 1 6.1 Oct 1500 266 1.3 340.0 0.78 LIVING ROOM 1 17.4 Oct 1500 759 8.0 755.0 1.01 PANTRY I RT i 0.q Oct 1500 241 00.41 50.01 I n na I Hourly Analysis Program 5.11 Page 2 of 2 Air System Sizing Summary for SYSTEM 5 Project Name: 18132 -HIDDEN HARBOR 10/09/201! Prepared by: Engineering 11:42Ah Air System Information Air System Name ................................... SYSTEM 5 Equipment Class .................................... SPLT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ...................................... User -Modified Central Cooling Coil Sizing Data Total coil load ...................................................... 2.3 Total coil load .................................................... 28.1 Sensible coil load .............................................. 27.1 Coil CFM at Sep 1600 ...................................... 1200 Max block CFM ................................................ 1357 Sum of peak zone CFM ................................... 1200 Sensible heat ratio .......................................... 0.966 CFMfTon......................................................... 513.2 ft'/Ton ............................................................. 582.4 BTU/(hr•ft2)........................................................ 20.6 Water flow @ 10.0 °F rise ................................. N/A Central Heating Coil Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1362.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing .................. Coincident space loads Tons Load occurs at ................................................ Sep 1600 Standard CFM ................................................. MBH OA DB / WB .................................................. 88.6/76.9 °F MBH Entering DB / WB .......................................... 76.2/62.7 °F CFM Leaving DB / WB .......................................... 55.2/54.6 °F CFM Coil ADP................................................................. 54.1 °F CFM Bypass Factor ....................................................... 0.050 Resulting RH............................................................. 47 % Design supply temp . ............................................... 55.0 °F Zone T -stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0.0 °F Max coil load ..................................................... 10.4 MBH Coil CFM at Des Htg........................................ 1200 CFM Max coil CFM ................................................... 1357 CFM Water flow @ 20.0 °F drop ................................ N/A Supply Fan Sizing Data Actual max CFM .............................................. 1357 CFM Standard CFM ................................................. 1356 CFM Actual max CFM/ft2........................................... 1.00 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM ................................................ 0 CFM CFM/ft2.............................................................. 0.00 CFM/ft2 Note to Authority Having Jurisdiction: The system specified is in accordance to FBCE R403.7.1.1 Exception #2. Load occurs at .................................................. Des Htg BTU/(hr•ft2)............................................................... 7.6 Ent. DB / Lvg DB ........................................... 69.4 / 77.4 °F Fan motor BHP ....................................................... 0.37 BHP Fan motor kW ......................................................... 0.29 kW Fanstatic................................................................ 1.00 in wg CFM/person............................................................ 0.00 CFM/person No. 33289 = STATE OF &/0NA-- -���\� Hourly Analysis Program 5.11 Page 1 of 2 Zone Sizing Summary for SYSTEM #4 Project Name: 17032-23 HIDDEN HARBOR 10/09/201£ Prepared by: Engineering 12:39PN Air System Information Air System Name ................................. SYSTEM #4 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec n:_:_� n,,... User -11.1 Dicing Data ...................................... Zone Terminal Sizina Data Number of zones......................................................... 1 Floor Area........................................................... 1265.0 ft, Location .............................. West Paim Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing .................. Coincident space leads_ Zone Peak Sensible Loads Zone rTime Zone Zone Reheat Zone Zone jSensible Design Minimum Reheat Coil Htg Unit Htg Unit Mixing 7nna 1 20.5 Supply I Supply I Coil Water I Coil I Water I Box Fan I I Airflow I Airflow I Zone I Load I gpm I LoadI gpm Airflow j 'Zone Name I (CFM) I (CFNI) I CFM/ft- i (MBH) j @ 20.0 °F i (MBH) i Q 40.v or V., !zone 1 j 1200 -i 200 j 0.95 j v.O j Iv.0 j u j Zone Peak Sensible Loads Zone rTime Zone Zone ...ng CoCooling T:m ni I ....e ., I-IewTinn Floor ..� i jSensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ft2) 7nna 1 20.5 Oct 1500 7.8 1265.0 Space Loads and Airflows Hourly Analysis Program v5.01 Page 2 of 2 rTime l.VU1111CJ ,of rCA rii i rieatiiy` Zone Name ! ( Sensible I Sensible I Flow Load Area I Space I Space Name I Mult. (MBH) Load I (CFM) (MBH) (ft2) I CFM/ft2 Zone I I 4 CLOSET 1 1.0 Oct 1500 59 0.1 134.0 0.44 4 GUEST BATHROOM 1 3.5 Oct 1500 206 2.0 227.0 0.91 4 GUEST BEDROOM 1 3.4 Oct 1500 198 1.5 232.0 0.86 4 MASTER BATH 1 5.0 Oct 1500 292 2.1 274.0 1.06 4 IVIAJ T ER BED 1 i 0.1 vUt 10VU ncn oVV 0 - Inn n ao.v 1 81 4 MASTER BED 2 1 1.5 Oct 15001851 0.31 199.0 0.43 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #4 Project Name: 17032-23 HIDDEN HARBOR 10/09/2011 Prepared by: Engineering 12:39Ph Air System Information Air System Name ................................. SYSTEM #4 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ...................................... User -Modified Central Cooling Coil Sizing Data Total coil load ...................................................... 1.9 Totalcoil load .................................................... 22.3 Sensible coil load .............................................. 21.1 Coil CFM at Oct 1500 ....................................... 1200 Max block CFM ................................................ 1200 Sum of peak zone CFM ................................... 1200 Sensible heat ratio .......................................... 0.945 ft2/Ton............................................................. 679.5 BTU/(hr•ft2)........................................................ 17.7 Water flow @ 10.0 °F rise ................................. N/A Central Heating Coil Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1265.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing .................. Coincident space loads Tons Load occurs at ................................................ Oct 1500 Standard CFM ................................................. MBH OA DB / WB .................................................. 87.0/76.0 °F MBH Entering DB / WB .......................................... 75.9/65.2 °F CFM Leaving DB / WB .......................................... 59.6/59.1 'F CFMCoil ADP................................................................. 58.8 'F CFM Bypass Factor ....................................................... 0.050 ResultingRH............................................................. 56 % Design supply temp . ............................................... 55.0 'F Zone T -stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0.0 'F Maxcoil load ....................................................... 6.9 MBH Coil CFM at Des Htg........................................ 1200 CFM Max coil CFM ................................................... 1200 CFM Water flow @ 20.0'F drop ................................ N/A Supply Fan Sizing Data Actual max CFM .............................................. 1200 CFM Standard CFM ................................................. 1199 CFM Actual max CFM/ft2........................................... 0.95 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM ................................................ 0 CFM CFM/ft2.............................................................. 0.00 CFM/ft2 Note to Authority Having Jurisdiction: The system specified is in accordance to FBCE R403.7.1.1 Exception #2. Load occurs at .................................................. Des Htg BTU/(hr•ft2)............................................................... 5.4 Ent. DB / Lvg DB ........................................... 69.8 / 75.1 'F Fan motor BHP ....................................................... 0.33 BHP Fan motor kW ......................................................... 0.26 kW Fanstatic................................................................ 1.00 in wg CFM/person............................................................ 0.00 CFM/person No.33289 = s -0 , — ' 0' STATE OF //!/!1!\\\\\ Hourly Analysis Program v5.01 Page 1 of 2 Zone Sizing Summary for SYSTEM #3 Project Name: 17032-23 HIDDEN HARBOR 10/09/201 Prepared by: Engineering 12:36PP Air System Information Air System Name ................................. SYSTEM #3 Equipment Class .................................... SPLT AHU Air System Type ........................................... SZCAv Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data Calculated Zone Terminal Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1445.0 ft' Location .............................. West Paim Beach, Florida Zone CFM Sizing .............. Sum of space airflow rates Space. CFM Sizing Individual peak space loads Zone Peak Sensible Loads Zone Zone Zone Time of 0-6 Sensible Load Reheat Zone Zone Area I (ftZ) j Design Minimum Zone Name Reheat Coil Htg Unit Htg Unit Mixing I Zone 1 Supply I Supply I I Coil ( Water I Coil I Water I Box Fan I Airfiow I Airflow I Zone I Load I gpm I Load I gprn A! F-1 I. scone Name (CFiri) I \ (CFtr7r -It I CFf.1��� I (M0H I n. 20 0'F I ��.�o�l C ��.� I I lIUI 0-H, !l 20 A'F !CFM I I ��•� ��r i �� 1 Zone 1 I 1200 3 BATHROOM #4 0.03 O.O j - I 0.01 O i Zone Peak Sensible Loads Space Loads and Airflows (Zone Name / Space Name Zone Zone Zone Time of 0-6 Sensible Load re018ng Time. ofHeating Floor Area I (ftZ) j Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ftZ) I Zone 1 23.4 Jul 1600 9.6 1445.0 - Space Loads and Airflows (Zone Name / Space Name I I I Mult. I Sensible (MBH) I Time of 0-6 Sensible Load Flow (CFM) Load I (MBH) I Area I (ftZ) j Space CFMM! I LviB � I I I I I I I I 3 BATHROOM #2 1 1.0 Jun 1700 46 0.5 52.0 0.89 3 BATHROOM #3 1 0.6 Jul 1500 30 0.1 55.0 0.54 3 BATHROOM #4 1 0.9 Oct 1600 40 0.3 62.0 0.65 3 BATHROOM #5 1 0.6 Jul 1500 30 0.1 56.0 0.54 3 BED -00-1 #2 1 3 9 Jun 1700 181 1 n. 2n3 n n 8a 3 BEDROOM #3 1 4.3 Jun 1600 199 1.8 210.0 0.95 3 BEDROOM #4 1 5.3 Nov 1400 245 1.8 217.0 1.13 3 BEDROOM #5 1 5.2 Nov 1400 239 1.4 230.0 1.04 3 FOYER 1 4.1 Jun 1600 189 2.3 360.0 0.52 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #3 Project Name: 17032-23 HIDDEN HARBOR 10/09/2011 Prepared by: Engineering 12:36PN Air System Information Air System Name ................................. SYSTEM #3 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ............................................ Calculated Central Cooling Coil Sizing Data Total coil load ...................................................... 2.1 Total coil load .................................................... 25.0 Sensible coil load .............................................. 24.2 Coil CFM at Jul 1500 ....................................... 1200 Max block CFM ................................................ 1200 Sum of peak zone CFM ................................... 1200 Sensible heat ratio .......................................... 0.967 ft2/Ton............................................................. 693.2 BTU/(hr•ft2)........................................................ 17.3 Water flow @ 10.0 °F rise ................................. N/A Central Heating Coil Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1445.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing .............. Sum of space airflow rates Space CFM Sizing ........... Individual peak space loads Tons Load occurs at ................................................. Jul 1500 Standard CFM ................................................. MBH OA DB / WB .................................................. 91.0/78.0 'F MBH Entering DB / WB .......................................... 76.0 / 63.8 °F CFM Leaving DB / WB .......................................... 57.4/56.8 °F CFMCoil ADP................................................................. 56.4 °F CFM Bypass Factor ....................................................... 0.050 ResultingRH............................................................. 51 % Design supply temp . ............................................... 55.0 'F Zone T -stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0.0 °F Max coil load ....................................................... 8.1 MBH Coil CFM at Des Htg........................................ 1200 CFM Max coil CFM ................................................... 1200 CFM Water flow @ 20.0 °F drop ................................ N/A Supply Fan Sizing Data Actual max CFM .............................................. 1200 CFM Standard CFM ................................................. 1199 CFM Actual max CFM/ft2........................................... 0.83 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM ................................................ 0 CFM CFM/ftZ.............................................................. 0.00 CFM/ft2 Note to Authority Having Jurisdiction: The system specified is in accordance to FBCE R403.7.1.1 Exception #2. Load occurs at .................................................. Des Htg BTU/(hr•ft2)............................................................... 5.6 Ent. DB / Lvg DB ........................................... 69.5 / 75.7 'F Fan motor BHP ....................................................... 0.33 BHP Fanmotor kW ......................................................... 0.26 kW Fanstatic................................................................ 1.00 in wg CFM/person............................................................ 0.00 CFM/person TH®���°�� E Al O N0.33289 STATE OF ; 4 a 0NA1 � VV��� I1 Hourly Analysis Program v5.01 Page 1 of 2 Zone Sizing Summary for SYSTEM #2 Project Name: 17032-23 HIDDEN HARBOR 10/09/2011 Prepared by Engineering 12:35PN Air System Information Air System Name ................................. SYSTEM #2 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ...................................... User -M oddifiad 7nne T P_rminai Sizino Data Number of zones......................................................... 1 Floor Area........................................................... 1951.0 ft' Location .............................. West Palm Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing r incide-f snare !pads Zone Peak Sensible Loads Zone Zone Zone I Cooling Reheat Zone Zone I Peak Sensible Load Design Minimum Zone Name (MBH) Reheat ( Coil Htg Unit Htg Unit Mixing 1951.0 Supply Supply I ( Coil I Water I Coil ( Water I Box Fan Load I f Airflow Airflow I Zone I Load I gpm I Load I gpm Airfiow Zone Name (CFBilj (CFM) I CF-M/ft2 j (MBH) j L 20.0'F (MBH) i ins 2^00.0 °F f (CF"' !Zone 1 �- - 1200 12001 0.621 u.u! -_1 Q.uj vj Zone Peak Sensible Loads Zone Zone Zone I Cooling I rim` of i ue8ti^ Floor Sensible I Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) (ft') 7— 1 25.8 i� Nov 14001 9.6 1951.0 Space Loads and Airflows Hourly Analysis Program v5.01 Page 2 of 2 -Time of ing ! rr8rt mil n@diiiiy �--- (Zone Name ( I Sensible Sensible I Flow Load I Area I Space Space Name LMult. (MBH) Load {CFM} I (MBH) (ft2) CFM/ft2 cone 1 i 2 BILLIARDS 1 3.7 Nov 1400 171 1.4 374.0 0.46 2 DINING 1 3.4 Nov 1400 156 1.2 308.0 0.51 2 FOYER 1 2.1 Nov 1400 97 2.1 225.0 0.43 2 MUSIC ROOM 1 6.2 Nov 1400 287 1.9 314.0 0.91 2 SUNKEN LIVING 1 10.5 Nov 14001 409 3.01 730.0 0 1 Hourly Analysis Program v5.01 Page 2 of 2 Air System Sizing Summary for SYSTEM #2 Project Name: 17032-23 HIDDEN HARBOR 10/09/201E Prepared by: Engineering 12:35PN Air System Information Air System Name ................................. SYSTEM #2 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ...................................... User -Modified Central Cooling Coil Sizing Data Total coil load ...................................................... 2.3 Total coil load .................................................... 27.0 Sensible coil load .............................................. 25.7 Coil CFM at Oct 1400 ....................................... 1200 Max block CFM ................................................ 1337 Sum of peak zone CFM ................................... 1200 Sensible heat ratio .......................................... 0.949 ft2/Ton............................................................. 866.2 BTU/(hr•ft2)........................................................ 13.9 Water flow @ 10.0 °F rise ................................. N/A Central Heating Coil Sizing Data Number of zones......................................................... 1 Floor Area........................................................... 1951.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing ................... Peak zone sensible load Space CFM Sizing .................. Coincident space loads Tons Load occurs at ................................................ Oct 1400 MBH OA DB / WB .................................................. 86.6/75.9 °F MBH Entering DB / WB .......................................... 76.2/63.4 °F CFM Leaving DB / WB .......................................... 56.4/55.8 °F CFMCoil ADP................................................................. 55.3 °F CFM Bypass Factor ....................................................... 0.050 ResultingRH............................................................. 50 % Design supply temp . ............................................... 55.0 °F Zone T -stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0.0 °F Max coil load ....................................................... 8.6 MBH Coil CFM at Des Htg........................................ 1200 CFM Max coil CFM ................................................... 1337 CFM Water flow @ 20.0 °F drop ................................ N/A Supply Fan Sizing Data Actual max CFM .............................................. 1337 CFM Standard CFM ................................................. 1336 CFM Actual max CFM/ft2........................................... 0.69 CFM/ft2 Outdoor Ventilation Air Data Load occurs at .................................................. Des Htg BTU/(hr•ft2)............................................................... 4.4 Ent. DB / Lvg DB ........................................... 69.6 / 76.3 °F Fan motor BHP ....................................................... 0.37 BHP Fan motor kW ......................................................... 0.29 kW Fanstatic................................................................ 1.00 in wg Design airflow CFM ................................................ 0 CFM CFM/person............................................................ 0.00 CFM/person CFM/ft2.............................................................. 0.00 CFM/ft2 Note to Authority Having Jurisdiction: The system specified is in accordance to FBCE R403.7.1.1 Exception #2. \�0\\1El i ////// _ '�O. 33289 Z =. _ -0 SrATFOF .ORIDN\��� AI 1104\\\, Hourly Analysis Program v5.01 Page 1 of 2 Zone Sizing Summary for SYSTEM #1 Project Name: 17032-23 HIDDEN HARBOR 10/09/201! Prepared by: Engineering 12:34PK Air System Information Air System Name ................................. SYSTEM #1 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ............................................ Calculated Zone Terminal Sizing Data Number of zones......................................................... 1 Floor Area............................................................. 814.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing .............. Sum of space airflow rates Space CFM Sizing ,.... ,.... Individual peak space loads Zone Peak Sensible Loads Zone Reheat Zone Zone Zone Design Minimum Reheat ( Coil Htg Unit Htg Unit Mixing Supply Supply Coil I Water i Coil I Water Box Fan I Airfiow I Airfiow I Zone Load gpm I Load g7NA inli I I A1�ivir`Ci. lo..i\�r Name I/al 7Vn BH'(C \Zone oC 814.0 i 2n _9. 50v.ijZone 'L1 Uj ..01 v.0 Flow Load I Zone Peak Sensible Loads Space Loads and Airflows Zone Zone Zone Cooling I Time of Heating_ Floor Sensible Peak Sensible Load Area Zone Name (MBH) Cooling Load (MBH) I (ft2) Zone 1 11.9 Oct 15001 2.9 814.0 Space Loads and Airflows Hourly Analysis Program v5.01 Page 2 of 2 Time of --- (Zone Name/ I I Sensible I Sensible I Flow Load I Area Space Space Name M_ult. (MBH) Load (CFM) j (MBH) I (ft2) I CFM/ft2 vll 1 DEN 1 4.9 Nov 1500 229 1.2 200.0 1.15 1 MAIDS 1 3.4 Jun 1700 157 1.0 304.0 0.51 1 MAIDS BATH 1 0.9 Jun 1700 43 0.4 70.0 0.62 1 POWDER ROOM 1 0.5 Jan 2300 22 0.0 40.0 0.55 -11 iS i T ,ONI i v i 1 nvvm 1 i 3.0 Oct 17nn i 1 n 1 n e 2nn n n 7n l Hourly Analysis Program v5.01 Page 2 of 2 ` Air System Sizing Summary for SYSTEM #1 Project Name: 17032-23 HIDDEN HARBOR 10/09/201£ Prepared by: Engineering 12:34Ph Air System Information Air System Name ................................. SYSTEM #1 Equipment Class .................................... SPILT AHU Air System Type ........................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ............................................ Calculated Central Cooling Coil Sizing Data Total coil load ...................................................... 1.1 Total coil load .................................................... 12.7 Sensible coil load .............................................. 12.2 Coil CFM at Oct 1400 ......................................... 592 Max block CFM .................................................. 592 Sum of peak zone CFM ..................................... 592 Sensible heat ratio .......................................... 0.968 ft'/Ton ............................................................. 772.1 BTU/(hr•ft2)........................................................ 15.5 Water flow @ 10.0 °F rise ................................. N/A Central Heating Coil Sizing Data Numberof zones......................................................... 1 Floor Area............................................................. 814.0 ft2 Location .............................. West Palm Beach, Florida Zone CFM Sizing .............. Sum of space airflow rates Space CFM Sizing ........... Individual peak space loads Tons Load occurs at ................................................ Oct 1400 MBH OA DB / WB .................................................. 86.6/75.9 °F MBH Entering DB / WB .......................................... 76.1/63.5 'F CFM Leaving DB / WB .......................................... 56.9/56.3 °F CFMCoil ADP................................................................. 55.9 'F CFM Bypass Factor ....................................................... 0.050 ResultingRH............................................................. 50 % Design supply temp . ............................................... 55.0 °F Zone T -stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0.0 'F Max coil load ....................................................... 2.2 MBH Coil CFM at Des Htg.......................................... 592 CFM Max coil CFM ..................................................... 592 CFM Water flow @ 20.0 'F drop ................................ N/A Supply Fan Sizing Data Actual max CFM ................................................ 592 CFM Standard CFM ................................................... 591 CFM Actual max CFM/ft2........................................... 0.73 CFM/ft2 Outdoor Ventilation Air Data Load occurs at .................................................. Des Htg BTU/(hr•ft2)............................................................... 2.7 Ent. DB / Lvg DB ........................................... 69.6 / 73.1 °F Fanmotor BHP ....................................................... 0.16 BHP Fan motor kW ......................................................... 0.13 kW Fanstatic................................................................ 1.00 in wg Design airflow CFM ................................................ 0 CFM CFM/person............................................................ 0.00 CFM/person CFM/ft2.............................................................. 0.00 CFM/ftz Note to Authority Having Jurisdiction: The system specified is in accordance to FBCE R403.7.1.1 Exception #2. E i I TMO ElV��'v! Q, ��o O,3 STT F OR - NAL RNAL Hourly Analysis Program v5.01 Paqe 1 of 2 Renee Basel From:Christina S. Trammell <Christina.Trammell@csklegal.com> Sent:Wednesday, June 10, 2020 5:16 PM To:Renee Basel Cc:Daniel E. Levin; Lisa D. Dunn; Steven P. Hoffman Subject:RE: GS #2788 \[NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.\] Good afternoon Renee, I received word from the attorney that, at this time, they do not need the plans. Thank you for your assistance with this matter! Christina S. Trammell Paralegal : | : Tel561-681-5525Fax561-683-8977 Christina.Trammell@csklegal.com Cole, Scott & Kissane P.A. 222 Lakeview Avenue, Suite 120 The Florida Law Firm West Palm Beach, Florida 33401 www.csklegal.com Our firm has been and remains fully operational during the COVID-19 pandemic. We have assembled a team of lawyers to assist our clients with their COVID-19 defense needs. For more information on the services we offer, please click here. We hope you and yours remain healthy and safe during this pandemic. From: Renee Basel <rbasel@gulf-stream.org> Sent: Monday, June 8, 2020 4:29 PM To: Christina S. Trammell <Christina.Trammell@csklegal.com> Subject: GS #2788 \[CAUTION: EXTERNAL EMAIL\] Good afternoon, Ms. Trammell: 1 See attached correspondence. Kindest regards, Reneé Rowan Basel Assistant Town Clerk Town of Gulf Stream 100 Sea Road Gulf Stream FL 33483 561.276.5116 561.737.0188 – fax www.gulf-stream.org Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s). If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Florida has a very broad public records law. Written communications regarding Town of Gulf Stream business are public records available to the public upon request. Your e-mail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Confidentiality Notice: This e-mail message, including any attachments, is for the sole use of the intended recipient(s). If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Florida has a very broad public records law. Written communications regarding Town of Gulf Stream business are public records available to the public upon request. Your e-mail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Confidentiality Notice: This communication is covered by the Electronic Communications Privacy Act, 18 U.S.C. §§ 2510-2521. It is legally privileged (including attachments) and is intended only for the use of the individual(s) or entity(ies) to which it is addressed. It may contain information that is confidential, proprietary, privileged, and/or exempt from disclosure under applicable law. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please notify us so that we may take the appropriate action and avoid troubling you further. If you are not the intended recipient(s), please destroy this message, and any attachments, and notify the sender by return e-mail. Thank you for your cooperation. 2 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Delivered via e-mail June 12, 2020 Christina Trammell [mail to: Christina.Trammell@csklegal.com] Re: GS #2788 (Commerce Group v. Brynnco Construction LLC) Pursuant to the Public Records Act, Chapter 119 of the Florida Statutes, I am writing to request the following: Any and all documents in the Building Department file pertaining to Permit Numbers 18-00178905 & 17-00168971 relating to alterations made to both the exterior and interior of the residence referenced above including, but not limited to: • Permit Applications, including issue date and expiration date; • Any and all documentation regarding Plans and Plan Review; • Any and all Records, Reports and Logs of Inspections; • Photographs or videos; • Certificates of Occupancy; • Certificates of Completion; • NOAs/Product Approvals; • Certifications by any Architect or Engineer • Correspondence to/from the Contractor, Subcontractor, Architect, Engineer, or Owner. Dear Christina Trammell [mail to: Christina.Trammell@csklegal.com]: The Town of Gulf Stream has received your public records request dated May 1, 2020. The original public records request can be found at the following link: http://www2.gulf-stream.org/weblink/0/doc/170995/Page1.aspx The Town received an additional document from Delray Beach, which is provided at the above link. Sincerely, Reneé Rowan Basel As requested by Rita Taylor Town Clerk, Custodian of the Records Renee Basel From:Barker, Denise <Barker@mydelraybeach.com> Sent:Friday, June 12, 2020 11:03 AM To:Renee Basel Subject:23 Hidden Harbour Dr #17-168971 Attachments:Scan_Barker, Denise_10_22_39-12_06_2020.pdf \[NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.\] Good morning Renne’- Attached please find an additional document we found in reference to the above address for the previous record request. Denise M. Barker Development Services/Building Division Sr. Permit Technician 100 NW 1st Ave. Delray Beach, FL 33444 (561) 243-7200 OFFICE (561) 243-7216 DIRECT (561) 243-7221 FAX Barker@mydelraybeach.com PUBLIC RECORDS NOTE: Florida has a very broad public records law. Most written communications to or from local officials, employees, or the general public regarding city business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. 1 = - - HVAC PLUMBING ELECTRICAL Thompson & Youngross ENGINEERING CONSULTANTS, LLC December 4, 2019 City of Delray Beach Building Department Re: Permit 17-168971 Ge< 4%a ks Attn: Mile=lohnson RFCTV ED DEC 0 52019 BY$6. . On this date I traveled to the site to perform a visual inspection of the installation of the meter can, main disconnect/transfer switch and panel MOP. All wiring was per the plans and specifications and the installation was found to be acceptable. Based on the visual inspection, FPL should be released to energize the service. If you have any questions regarding the information within this letter, please feel free to contact me at 561-900-2447. Sincerely yours,, {\\III// /h, , x9UNG, ,a! .-- >.{S, '> Y.-G -£r s 's = y 58 ' 4 ' - ' > r 'LI Andrew).,Youngros$, P.E. 'ii = -KV" r')k', " Principal%\ s' , /g' <,·, OF OO 4o,- Fo®!'c"S' f Fssio»ii s '/, 1) \rec morns 2017\17032_{{All}k}- %eaooc Ar 23 boo BARBOR)\CORRESPONDENCE\ETT=Rs\17032-FPL REAst 12-4-19.00c 902 Clint Moore Road, Suite 142 561.27 4.0200 Boca Raton, FL 33487 tec@tecfla.com