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Home My Public Portal AboutTYBRISA ST_23 (4)UG\ L � CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 04/01/2014 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 13 -0068 NEW COMMERCIAL BLDG — 2 UNITS P HAPPY NEWS LLC PO BOX 2812 TYBEE ISLAND GA 31328 23 A & B TYBRISA P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org $3 Account Management - (Read Oniyj File Edit Options. Functions Consoles- _Ip i� uJ 5: �> LEI Account Number 12-2000 -01 Zone 01 e - Notes "* General I Metered Non- Metered I Financial I Information I Comments I History I Sery /Tbl 040 COM COMMERCIAL SINGLE Quantity Status loff er Amount Units 1.00 Step 040 COM I COMMERCIAL -SINGLE 050 CC IGARBAGE -COM COMPACT 052 052 ISURCHARGE - GARBAGE �= 111 ®l 11 l �Ml 11 ■I w I E I - I�1 Address 1 231 ITYBRISA ST I L� Name HAPFY NEWS LLC E Print - - - -- - - tsump I-f'rerter - - -- - - - -- _� —. Prime: Samsung Uri- I Print Driver 2 PCL k 9tatus: Rudy Type: Samsung UNveraaf Print Driver 2 PCL6 i i Where: 1010.41.5 Comment: E Prink range Copies Al i Nwiw c( opiltr rt .,.,Clear View dotto • S �� Q \Je 1n. ° C2 U ,1 FICATE OF OCCUPANCY R Permit # C) C-) (�' Job Address Job Name o L% 6� o� V IR Energy Code Compliance Certificate Elevation Certificate, Finished Construction a �ru� Ve-- Qs- As -built Survey � �n Q.S�kd'N^ ��•`'�. S Drainage Certification from Project Engineer'' ACS Plan ch Recorded Nonce- `IIn A reement �,sqnC� Breakaway ahCertificate (V -Zone only) Mitigation of Trees v jXej - s. all pd Drainage Certification from Downer Davis C W.'1( Drainage Certification from Joe Wilson inv° e-) LO N_L FEMA Inspection �— L, o a t a C. as e U_ n -� ro r4,1 rY-- �Cr U.S. DEPARTMENT OF HOMELAND SECURITY c:IEVATION CERTIFICATE OMB No. 1660 -0008 FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1 -9. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name William Navon Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 23 Tybrisa Street City Tybee Island State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 5, 6 & pts of lots 4 & 7 sub of lots 94 -97, ward 4 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) non - residential A5. Latitude /Longitude: Lat. N 31 deg 59.5320 min Long. W 80 deg 50.9060 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 62. County Name B3. State Tybee Island 135164 Chatham GA B4. Map /Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 CO326F F 9/26108 Effective /Revised Date Zone(s) AO, use base 3flood depth) 9/26/08 AE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 13.6 ® feet ❑ meters n/a _ ® feet ❑ meters n /a. ® feet ❑ meters n /a. ® feet ❑ meters 13.6 ® feet ❑ meters 12.9 ® feet ❑ meters 14.9 ® feet ❑ meters n/a ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number: 23 Tybrisa Street 71 City Tybee Island State GA ZIP Code 31328 Company NAIC Number. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C comp. is elev C2.e) is bathroom plumbing. Signature Date 2/5/14 SECTION E -13 ILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is El feet El meters ❑above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. CCRAA r nQA_n_z'1 17/971 Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number: 23 Tybrisa Street City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Front View February 4, ZU14 J R 4.. - ^ un FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number: 23 Tybrisa Street City Tybee Island State GA ZIP Code 31328 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, `Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. U.S_ DEPARTMENT OF HOMELAND SECURITY FLOODPROOFI NG CERTIFICATE OMB No. 1660 -0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Insurance Program National r9nr�d FOR NON- RESIDENTIAL STRUCTURES Expiration Date: July 31, 2015 The floodproofing of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. BUILDING OWNER'S NAME I FOR INSURANCE COMPANY USE W�LL�n.•r., t�LavoN STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER I POLICY NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) COMPANY NAIC NUMBER CITY STATE ZIP CODE T � f3�C Est t�� -ylD, Cc A . 3 13Zg SECTION 1— FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: COMMUNITY PANEL NUMBER SUFFIX OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION rNUMBER 1�51K�'T t3o5tco32t�� pDATE ��2�— O� prf_ (InAOZOnes,UseDepth) Indicate elevation datum used for Base Flood Elevation shown above: ❑ NGVD 1929 L5'NAVD 1988 ❑ Other /Source: SECTION II — FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Elevations are based on: ❑ Construction Drawings ❑ Building Under Construction finished Construction Floodproofing Design Elevation Information: Building is floodproofed to an elevation of 5 . 19— feet (In Puerto Rico only. meters). ❑ NGVD 1929 [! r AVD 1988 ❑ Other /Source: (Elevation datum used must be the same as that used for the Base Flood Elevation. ) Height of floodproofing on the building above the lowest adjacent grade is 2 i0 feet (In Puerto Rico only: meters). For Unnumbed A Zones Only: Highest adjacent (finished) grade nextto the building (HAG) feet (In Puerto Rico only: meters) /❑.NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: (NOTE: For insurance rating purposes, the building's floodproofed design elevation must be at least 1 foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) SECTION III — CERTIFICATION (By a Registered Professional Engineer or Architect) Non - Residential Floodproofed Construction Certification: I certify that, based upon development and /or review of structural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards ofpractice formeeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) ryNAf.K 4oswF_w PC 11-49 - TITLE COMPANY NAME �4a4tN��R j3o5w�� 51`z N ADDRESS CITY STATE ZIP CODE 103 A N N A-%-4 CLk . 31 it 1 a SIGNATURE DATE PHONE nn c 3 -to, t4 gt'L- MJ- 69 Copies should be made of this Certificate for: 1) community official, 2) Insurance agent /company, and 3) building owner. FEMA Form 086 -0 -34 (7/12) REPLACES ALL PREVIOUS EDITIONS F -056 b0SWELL DESIGNSERVICES, IIvC. 103 NASSAU DRIVE SA VANNAH, GEORGIA 3141 O 912-- 897 -6932 LAHBOSOBELLSOUTH. NET 23 Tybrisa Street - Island Styles - Flood Operation Plan/Standard Operating Procedures Building Ouwer : William Navon 201 Mckenzie Street Tybee Island, Georgia 31328 Tenant : Same as building owner Managing Members: William Navon 201 Mckenzie Street Tybee Island, Georgia 31328 General Manager : William Navon 201 Mckenzie Street Tybee Island, Georgia 31328 On Call Person (not maintenance staff) : Wifun Navon 41 Mckenzie Street 71bee Island, Georgia 31328 �- -., -2" 4rF Fi t 6` `a r p,,,x - 13 -t�- 1. PURPOSE This document outlines the actions and responsibilities required to maintain and protect the Island Styles Facility, hereafter to be called the IS located at 23 A and B, Tybrisa Street, from a flood. This flood operation plan includes requirements for the Emergency Action Plan, Annual Inspection and the Maintenance and Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY ACTION PLAN The following steps are to be taken by the building owner of the IS during a flood. A. Chain of Command 1. Responsibility: The primary responsibility for maintaining and carying out the flood emergency plan shall he with a Member of the IS. 2. Notification: The primary responsibility for notification of a flood event lies with the IS, hereby named as the manager. The manager twill monitor weather reporting agencies and be the main point of contact with emergency management officials. In the event that the manager is unavailable the responsibility will lie with the assistant manager. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put into place shall lie with the manager. He /She will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable, the assistant manager, aaill implement the preventative actions. 4. Maintenance Action: The primary responsibility for ensuring the maintenance action plan is maintained shall he with the manager. He /She will coordinate annual installation drills, review and update contents and accuracy of the plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuring the safety of the building, its occupants and its content at least once per year. In the event that the Manager is unavailable, the responsibility falls upon the assistant manager. Procedures 1. Mornitor-ung and 'initial notification: Ongoing monitoring for potential flood events twill be the responsibility of the Manager. The manager will subscribe to a weather alert service that issues automated warnings of potential flood events on a 24/7 basis. Responsibility for maintaining and monitoring the weather alert system aaill fall to the Manger. A flood aaill be considered as pending when an official "watch' or "warning" is issued by the National Weather Service for any of the following: a. Flood b. Tropical Storm/Gale c. Hurricane 2. Procedures: The following procedures shall be followed during a pending flood event: 5. DUTIES On -call maintenance staff will execute the following activities upon notification from the Manager: 1. Door protection: a. Go to storage location and locate necessary materials b. Locate the door panels and brackets if not installed c. Install brackets and set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Water Shutdown: a. Verify all water valves (13) are in the off position b. Locate the main shut -off valve located in the sidewalk near the northeast corner of unit B and shut off 3. Mechanical and Electrical Shutdown: a. Turn off all Mechanical equipment by the disconnects (two for unti A and one for unit B). b. Set main disconnect to the OFF position located outside the rear of the building. 4. Gas Supply a. No action required. 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The manager(s) or assign will require an annual inspection, maintenance and training as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be an annual routine inspection that these measures remain viable. The following is an inspection schedule for the flood deterrents. The reports should be filled out annually with the manager and filed at their home office. Every five years, the report, accompanied by the report of a registered engineer and the staff reports from the previous years, will be filed with a summary cover letter to the Tybee Island Planning and Zoning Dept., noting the condition and maintenance of the flood - proofing systems as outlined below. a. Doors Protection: i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered engineer should also inspect and report on the observed condition of the door protection system. ii. Seals: Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. Replace seals if deemed necessary. iii. Brackets and Bolts: Verify all bolts and brackets are present for all doors and properly stored and secured. Replace missing or damaged bolts and replace damaged brackets if necessary. b. Waterproofing: On an annual basis, the owner will water down the exterior wall and notice any water intrusion in to the building. Inspections should note any cracking, damage areas or loss of adhesion. Every five years, an engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to determine if there are any defects or failures in the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks, settling, depressions or heave in the concrete slab and masonry walls. Every five years an engineer should also inspect and report on the observed condition of the slab and walls. e. Plumbing Systems: i. Domestic Water System: Annually verify that all valves on sinks and toilets, etc. are in working condition. Any defects should be corrected immediately. ii. Fittings: Verify annually by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. Replace or repair as necessary. g. Gas supply system: i. No action is required. TRAINING On an annual basis, the Manager or assign will conduct a training session for all employees assigned to implement the flood - proofing measures. Tybee Island Planning and Zoning Dept. will be notified at least one week in advance of the training session. The session should *include the following: a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. b. Review of the physical flood - proofing measures required to secure the structure. Review the components and processes required to install the active flood - proofing measures as well as an overview of the inactive measures already put in place. c. Review of the evacuation plan for staff associated with each unit of the building. This should also include a review and confirmation of the alternate relocation sites and alternate travel routes. d. Review annual and five -year inspection and maintenance reports. DATE ISSUED: 03 -31 -2014 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION yG� a ` CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES NEW CONSTRUCTION - COMMERCIAL 23 TYBRISA ST ISLAND STYLE SILVER WAVES INC / DBA TYBEE ISLAND GA 31328 912- 786 -9596 ROCKBYINC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 6031 U $17,912.50 $285,000.00 PERMIT #: 130068 TOTAL BALANCE DUE: $ 350.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, tire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor #: 01- 002055 Issued to: DAVIS ENGINEERING, INC P 0 B OX 1 6 6 3 TYBEE ISLAND, GA 31328 PU► _CHASE ORDER PO Number:, - 2 612 0 This number must appear on a re ated correspondence, shipping papers and invoices. Date: 0 3/ 3 1/ 2 0 1 4Requisition #: 1 4 - 2 6 1 2 0 Ship to: CITY HALL 403 BUTLER AVENUE TYBEE ISLAND, GA 31 32 8 F.O.B. Point - Tybee Island, GA Terms - Net 30 days Authorized by For the City of Tybee Island I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date Date DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus@gmail.com INVOICE March 31, 2014 Invoice #21302102 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Tybrissa Island Style 03- -14 0.5 Site visit 03 -24 -14 1.0 Site visit, review of concurrence and report to Otto 03 -31 -14 0.5 Final site visit and concurrence 2.0 hours @ $175 = $350.00 Total Due This Invoice a�A k... Q � Qo'- 3 -3k -i + -�) P 13 - (:) C) (r-, I Dianne Otto From: Downer Davis <dkdbus @gmail.com> Sent: Monday, March 24, 2014 3:13 PM To: Dianne Otto Subject: Fwd: Island Styles on 16th St Attachments: photo 1.JPG; photo 2.JPG Subject: Island Styles on 16th St As we discussed on the phone, my fpm site review revealed that mulch was adequately covering the disturbed areas. While I understand the "vegetated" condition of the ordinance, I'm doubting that stabilization could be provided by a suitable stand of grass without continuous rather intense soil enhancement, irrigation, fertilization, etc... I find the use of pine straw mulch acceptable as stabilization in this small heavily shaded area, but I yield to the preference of the City if vegetative ground cover is required. Downer Davis (912) 695 -7262 dkdbus(d,)rnail.com Dianne Otto From: Joe Wilson Sent: Tuesday, April 01, 2014 7:20 AM To: Dianne Otto Subject: RE: Tybrisa 23 as- built.pdf Yes - - - -- Original Message---- - From: Dianne Otto Sent: Monday, March 31, 2014 3:51 PM To: Joe Wilson Subject: RE: Tybrisa 23 as- built.pdf Joe - So are you accepting this site? They are eager to get their C.O. Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 - - - -- Original Message---- - From: Joe Wilson Sent: Monday, March 31, 2014 9:27 AM To: Dianne Otto; Downer K. Davis Jr. Subject: RE: Tybrisa 23 as- built.pdf 10 -4, last time I talked to Walt Rocker he indicated he wasn't going to put them in and wanted to mitigate this. - - - -- Original Message---- - From: Dianne Otto Sent: Monday, March 31, 2014 8:57 AM To: Joe Wilson; Downer K. Davis Jr. Subject: RE: Tybrisa 23 as- built.pdf Joe - There are 6 trees planted along the rear buffer. Downer - Attached is the as- built. Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 ola.R. oM. 9uamam.romm.z014 ma6.M iunlxc e�rywttna: wnpm .dnnerntkvRareuvapproval.Gexge P[ex hlnal Maam heavy Dianne Saint MoMff, SAME 31.30143:53 AM my George 3cett wqM: SW:rybr¢a x3 arWlLLnt Gmrgg At OR Runge ARE o8Mbfor23 A& 47Y ka. %xtt intent NOW 9you have exM80R3c. mined manuna tN feMMm ol.xupanq ke the structure. "ROSS. VAMCOSCFM eenlmL FMxphen912 72.5man+pr : [u: 9IIJ8695n Signal rcOVo MOMES, Much 3% 2014151M To Wllun Subject: 3e nbnxll aWdn Of Joe ax qu aarglr$ Mla pre? 30ry are Near to met NeYLA. Dry Mivkee Yaea Planing m ERROR Manager office: 912A72 5421 5u. 913786.9539 �nhllnalMeaeWf- cewRw Mona/. March 31, 20119:27 PM 1oV, 0YnneMm. OOtwerKOeuk lr. BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3141 O 912-897— 6932 LAHBOSOBELLSO UTH. NET 44- March 19, 2014 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Island Styles Project 23 Tybrisa Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved site plan. It was originally planed that site grading work was not to take place on this site. The post construction condition for drainage remains unchanged from the pre construction condition of the site. We have verified this with Tybee's review engineer. The small area of disturbed earth on the south of the site is planned to be sodded and a few small trees are to be planted. This will be evident on the as -built survey. After the installation of the vegetation, it is our opinion that the project will be in substantial compliance with the approved site plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897 -6932, fax to 897 -2287 or e -mail to lahbos(d,)bellsouth.net. Sincerely, Mark Boswell 3 -19 - ►� e m a.- \2rc�, -�fl �o�.J ✓ter BUS/�/EGG DES /GN SER!/ /CES, /NC- 103 NASSAU DR /ME 5,#118 NAy GSORG /H 3M70 `��1�' ,'��9 ✓ r'�`' 912 897 -6932 8 p '��!? /ohhosAhe//soathwet _ 23 Tybrisa Street - Island Styles - Flood Operation Plaii/Standard Operating Procedures Building Owner: William Navon 201 Mckenzie Street C� TyGee Island, Georgia 31328 Tenant : Same as building owner Managing Members: WilliamNavon 201 Mckenzie Street TyGec Island, Georgia 31,928 General Manager: William Navon 201 Mckenzie Street TyGee Island, Georgia 31328 On Gall Pcison (not maintenance stall) : William Na von 201 Mckenzie Street TyGee Island, Georgia 31328 1. PURPOSE "I'lnis document outlines the actions and responsibilities required to maintain and protect the Island Styles Facility, hereafter to be called the IS located at 23 A and B, Tybrisa Street, lcom a flood. This flood operation plan includes requirements for the Emergcrncy Action Plan, Annual Inspection and the Maintennauce and "Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY A(.'TION PLAN The lollowiig steps are to be taken by the building owner of the IS during a flood. A. Chain of Command 1. Responsibility: The primary responsibility for maintaining and carrying out the flood emergency plan shall lie with a Member of the IS. 2. Notification: The primary responsibility for notification ol' a flood event lies with the IS, hereby named as the manager. The manager will monitor weather reporting agencies and be the main point of contact with emergency management officials. In the event that the manager is unavailable the responsibility will lie with the assistant manager. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put Tito place sliall lie with the mannager. He /Slue will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable, the assistant manager, will implement tic prcvcnntativc actions. 4. Maintenance Action: The primary responsibility for ensuring the rnaintcnauce action plan is maintained sliall lie witli the manager. He /Slnc will coordinate annual installation drills, review and update contents and accuracy of tic plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuuinng the safely of the building, its occupants :md its content at least once per year. In tic event that die Manager is unavailable, the responsibility falls upon tic assisaut manager. Procedures 1. Monitoring and initial notification: Ougoirng monitoring for potential flood events will be the responsibility of the Manager. The manager will subscribe to a weather alert service that issues automated wannings of potential flood events on a 24/7 basis. Responsibility [or malntainmg and monntonng the weather alert system will fall to the Manger. A flood will be considered as pending when au ollicial "watch" or "warning" is issued by the National WeaQncr Service for airy of the lollowiug: a. Hood mmA I ILIA" Ilk b,�w� tl�...,ry�, ro,,,w], v� o, LI k� DRUM 1, " ifteawAGOy,l,�u.I,,.�,,.,�I� a„ mibLLMAvti# WIlqIlom lli JIIPoJ[N'vl.JgMY� nlsnNeJiwiwwwzNwppim�iowwun J.ie ItUR alkyl w.ltmv: Nl enema &yeWmfmmgov�tlkwlxnslerll'miM mrm0r u.h.l..m.asa b J. wnm yu mw .iev. lwmu.P:v u.m.ewamrum. symmiturb: mm�.b'mi�mmb..rv.mPm'.e. 3. Plumbing Systems: All fittings Are flood- proofed rooms are equipped with wan glit collars to prevent water infiltration and seepage. The main water line is outfitted with a backilow preventer. Waste lines have been fitted with backflow prevention devices. 4. Mechanical and Electrical Systems: see above. 5. DUTIES On-call maintenance staff will execute the following activities upon notification from the Manager: 1. Door protection: a. Go to storage location and locate necessary materials b. Locate the door panels and brackets if not installed c. Install brackets and set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Water Shutdown: a. Verify all water valves (13) are in the off position b. Locate the main shut -off valve located in the sidewalk near the northeast corner of unit B and shut off 3. Mechanical and Electrical Shutdown: a. Turn off all Mechanical equipment by the disconnects (two for unti A and one for unit B). b. Set main disconnect to the OFF position located outside the rear of the building. 4. Gas Supply a. No action required. 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The marrager(s) or assign will require ail amoral inspection, maintenance and trainning as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be ail annual routine inspection that these measures remain viable. The following is ail inspection schedule for the flood deterrents. The reports should be filled out annually with the manager and filed at their home office. Every five years, the report, accompanied by the report of a registered engineer and the staff reports from the previous years, will be filed with a summary cover letter to the Tybee Island Planning and Zoning Dept., noting the condition and maintenance of the flood - proofing systems as outlined below. a. Doors Protection: i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered engineer should also inspect and report on the observed condition of the door protection system. ii. Seals: Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. Replace seals if deemed necessary. iii. Brackets and Bolts: Verify all bolts and brackets are present for all doors and properly stored and secured. Replace missing or damaged bolts and replace damaged brackets if necessary. b. Waterproofing: On ail annual basis, the owner will water down the exterior wall and notice any water intrusion in to the building. Inspections should note any cracking, damage areas or loss of adhesion. Every five years, air engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to deterrrinre if there are any defects or failures inn the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks, settling, depressions or heave in the concrete slab and masonry walls. Every five years ail engineer should also inspect and report on the observed condition of the slab and walls. e. Plumbing Systems: i. Domestic Water System: Annually verify that all valves on sinks and toilets, etc. are in working condition. Any defects should be corrected immediately. i. Fittings: Verify amorally by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. Replace or repair as necessary. g. Gas supply system: i. No action is required. 7. TRAINING Oil ail annual basis, the Manager or assign will conduct a training session for all employees assigned to implement the flood - proofing measures. Tybee Island Planning and Zoning Dept. will be notified at least one week in advance of the training session. The session should include the following: a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. City of Tybee Island - Community Development Dept. �g_'s Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 = Phone 912.472 -5032 - Fax 912.786.9539 CODEICOUNCIL cr MEMBER Permit No. 3' l� l� b o Date Requested Owner's Name Date Needed Gen. ContractorT'A�5 C r Y "1� C—'+. Subcontractor Contact Information Project Address II Scope of Work h e � �- L n A- C 0VV% Inspector �• "�""�(D Date of Inspection Inspection \ A PassEl Fail E] Fee b�dg. -�- u�:a�s are- 0-1 NA9 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee .0 co v v +-+ 'i c v v ao .C: N 4A J 0 C (U U U rel D a 0 J H Z Q a V V 0 J a W J X Q • N Z O (A cc W Om V) F- x W H z W 0 z W CL W 0 z 0 W O DC a a Q LL O oc W D z Z N Q N (7 V ro z Q � a V V m 'O rZ w T .N Om N LL 0 00 U i C6 WE C r bLO C) N, aA — c a m O U to U � N �CN:E .v CB f0 Q .� L cn O N O -0 U_ Q � � O o O E -o O O C' C c� X — LID Q) N V1 f6 LE N P > E 0) 0 c� Ti Q1 F- 4— U E L ro v C N co qA a J f6 0 c C6 U U L O a 0 J H Z Q a U U O J Q W J X Q Lr) rQ*4 r-I CA Z O N cc W am X W H Z W 0 Z W M W 0 Z 0 W 0 cc a a Q LL 0 w W m G D z Z N V z Q V V 0 F- CC 0 LL a _ro _N v I�t v � O N Q00 U L- C6 N .7 m N = o M!w Y Co 0 U au -� U fB A Q � L cn O N o 'Q > 0C ate+ C -a o c *' `) ax) � �- '> E =3 v 0 5 120. I I I I �I �I I W. Pr. Wr 4 �I rssIn I RECI uronus ua ' 1 k �murz 011 on U 3 Z 3 Cfi LU U O > a m N 2 Ld amk Cn ❑�m� Z a'o�� vJ Z = NU) Q O Z Q• m J a � J N L�J CJ� m L L rl I —6R TYB ISLAND o' 111 B r I SIT VICINITY MAP 9 �g ATIONS: SPACES REQUIRED PARKING SCALE: r = 10 o a sa so, u w 0 < rc - n. w N Z Q m 0 U) w 2 w ¢p¢ <Ft X mZOZm W u,Fg W � >> wmV JM F y Nw D N N F W N m O F %x 6�0 R C�1 C -1 O� 1 SH'c�l'S City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 SM. : w J�L CODE ODE R NA Phone 912.472-5032 - Fax 912.786.9539 C COUNCIL MEMBER Permit No. Date Requested z7'5//'3 Ay" Owner's Name Date Needed �%211q L/4/ Gen. Contractor 0 V I L, L Subcontractor Contact Information ES Project Address Scope of Work Inspector Date of Inspection Inspection Pass it Fee QP .7 IS 51 Inspection Pass 1:1 Fail r-1 Fee de-4 - ;?� k),? ;3,Pa;f) i� &e=vJ W,7,(Z(-- - /-1 �))- Inspection Pass 1:1 Fail ❑ Fee Inspection Pass E] Fail ❑ Fee City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. �a Date Requested Owner's Name �5� <7J�� /f _ Date Needed Gen. Contractor �� , //% Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INTERNA- 1AL CODE COUNCIL MEMBER V rp•`u' 1'VTI IV 1� /000000 Architectural Testing Test Report TRULITE GLASS & ALUMINUM SOLUTIONS 800 Fairway Drive, Suite 200 Deerfield Beach, Florida 33441 "Trulite Series -200 Narrow Stile, N.I. Door" Architectural Testing, Inc. Report #: 67671.01 - 550 -44 www.archtest com 1701 Westfork Drive, Suite 106 Lithia Springs, Georgia 30122 P: 770.941.6916 F: 770.941.2930 Architectural Testing ARCHTEST.COM Test Report #: 67671.01- 550 -44 Report Date: 04/19/2012 Test Record Retention End Date: 04/19/2016 Specimen #: 1 Page: 1 of 6 TRULITE GLASS & ALUMINUM SOLUTIONS Trulite Series -200 Narrow Stile, N.I. Door Test Report #: 67671.01 - 550-44 1.0 MANUFACTURER'S IDENTIFICATION 1.1 Name of Applicant: TRULITE GLASS & ALUMINUM SOLUTIONS 800 Fairway Drive, Suite 200 Deerfield Beach, Florida 33441 (954) 993 -6809 1.2 Contact Person: Bong Deato 2.0 LABORATORY IDENTIFICATION 2.1 HTL Lab Certifications: Miami -Dade County (09- 0720.02) Florida Building Code (TST3892) IAS (TL -338) 3.0 SCOPE OF WORK 3.1 Introduction TRULITE retained Architectural Testing, Inc. (ATI) to conduct testing of their T 12 -02 Trulite Narrow Stile, N.I. Door system per the requirements of ASTM E283, E330, and AAMA 1304. All testing was conducted at ATI in Lithia Springs, Georgia. 3.2 Report Information Table 3.1 provides the test dates and ratings for the unit tested. Tnhla I 1 • Rcnnrt c—m- S ecimen # T Test Date Performance Class 1 3/27 -28/12 +60/ -70 psf Design Pressure 14.0 PRODUCT IDENTIFICATION 4.1 Product Type: Doors 4.2 Model Designation: Trulite Series -200 Narrow Stile N.I. Doors 4.3 Configuration: XX (out - swing) 4.4 Overall and Panel Sizes:, Table 4.1 provides the frame and door panel sizes for this specimen. 4.5 Table 4.1: Specimen Frame /Panel Sizes Frame Size I erable Door Panel Size 75 -1/2" w x 85-3/4" h Two (2) @ 35 -3/4" w x 83 -1/4" h Drawing: This test report is incomplete if not accompanied by TRULITE drawings labeled 712 -02 TRULITE SERIES -200 NARROW STILE, N.I. DOOR" (Pages 01 — 07) bearing the ink stamp of ATI. IBLE�CHARGE CONDUCTED TESTS E. Colo l an]. McKe e 19/12,, 4/19/12 Ray Hord From: Jerris Bryant Sent: Monday, December 30, 2013 3:01 PM To: Ray Hord Subject: FW: Island Styles: Glass Performance Values Attachments: Island Styles Both.pdf; ATT00001.htm FYI From: Walt Rocker [ mailto:w.rocker(arockbyinc.com] Sent: Monday, December 30, 2013 1:02 PM To: Jerris Bryant Subject: Fwd: Island Styles: Glass Performance Values Please see attached Sent from my iPhone Begin forwarded message: From: "Jamie L. Buhl" < estimatinz (a�allamericanglass.net> Date: December 30, 2013 at 11:58:07 AM CST To: <w.rocker(a)rockbyinc.com> Subject: FW: Island Styles: Glass Performance Values Walt, Attached is the Glass Performance Ratings for Tybee Island. If you need anything else, please let me know. Thanks, Jamie L. Buhl Estimator ALL AMERICAN GLASS 505 W Hwy 80 Pooler, Ga. 31322 912 - 450 -4527 912 - 450 -4555 (FAX) From: Devin Gammon [ mailto:dgammon(abigamerica.com] Sent: Monday, December 30, 2013 12:52 PM To: Jim Bob Rackley Cc: Jamie L. Buhl Subject: RE: Island Styles: Glass Performance Values Here you go, let me know if this will work. Thanks! Devin Gammon Insulated Glass of America Phone: (704) 917 -0880 Fax: (704) 917 -0885 E -Mail: dgammon @iaamerica.com From: Jim Bob Rackley [ma ilto :JimBobCcbaIlamericang lass. net] Sent: Monday, December 30, 2013 11:16 AM To: Devin Gammon Cc: Estimating (aAllAmericanGlass.net Subject: Island Styles: Glass Performance Values Devin, On the attached work orders for the above subject project, would you be so kind as to send Clear copies of the performance values for the Gray & Clear so I can hand over to city inspections office please, sir? Gray: SHGC .24 Clear: SHGC .27 Thank you, sir. THANK YOU SO MUCH &immp &)v- C5&Fb" CUckL7 911anaging Business Partner ALL AMERICAN GLASS CO., INC 505 W. HWY 80 POOLER, GA 31322 912- 450 -4527 912 - 450 -4555 (FAX) GUARDIAN r-ERFORMANCE December's, 1013 Prepared for Jimmy Rackley SUNGUARD` By Hedrick, Jim F,DVANCED ARCHITECTURAL GLASS I CALCULATOR jhedrick@igamerica.com of A.d... Inc Island Styles LITE GAP LITE Clear #1 - - - -- Thickness = 1/4" = 6mm #2 Guardian SunGuard® SNX 62/27 100% Air, 1/2" = 12mm rotal Unit = 0.942 in / 23.927 mm Default Make -up 03 LITE GAP LITE #3 - - - -- #4 - - - -- Slope = 90' Indoors Outdoors Gray (LBNL generic) #1 - - - -- Thickness = 1/4" = 6mm #2 - - - -- 100% Air, 1/2" = 12mm Clear #3 Guardian SunGuard® SNX 62/27 Thickness = 1/4" = 6mm #4 - - - -- total Unit = 0.944 in / 23.978 mm Slope = 90° Indoors Go 136.6 Go 91.4 Thermal Stress Guideline ( °F) Caution 164.1 Go 107.4 Important Notes Calculations and terms in this report are based on NFRC 2010. The performance values shown above represent NOMINAL VALUES for the center of glass with no spacer system or framing. Slight variations may occur due to manufacturing tolerances, point of manufacture, and type of instrumentation used to measure the optical properties. For configurations which include ceramic frit coating, the actual values may vary significantly based upon the thickness and composition of the frit. For configurations with diffuse optical properties the solar transmission is per ASTM 1084 -86. For configurations with coatings laminated facing the PVB, there may be a noticeable color change. Guardian recommends that a full size mock -up be approved. Please note that the THERMAL STRESS GUIDELINE is only a rough reference to the thermal safety of a glazing. Other factors such as the size of glass areas, shapes and patterns, glass thickness, glass damaged during shipping, handling or installation, orientation of the building, exterior shading, overhangs /fins that reduce wind speed, and areas with high daily temperature fluctuations can all SunGuardOO is a registered trademark of Guardian Industries Corp. Page 1 of 2 Transmission Reflectance U -Value Outboard RHG Make- Make -up Name Substrate & Solar winter Summer (Btu /h SC SHGC LSG up Coatin g Visible LIV % Solar Visible Visible In Ener Night Day r_ft2) Light % Energy % Out % % Out %y (Btuthr -ft2- (Btulhr -ftz- F) Guardian Default Make- SunGuard® 0 up 01 SNX 62/27 on 62 6 23 11 12 39 0.29 0.27 65 0.31 0.27 2.30 Clear Default Make- Gray (LBNL r up 03 generic) 31 3 12 6 10 16 0.29 0.27 59 0.28 0.24 1.28 Calculation Standard: NFRC 2010 Default Make -up 01 Thermal Stress Outdoors Guideline ( °F) LITE GAP LITE Clear #1 - - - -- Thickness = 1/4" = 6mm #2 Guardian SunGuard® SNX 62/27 100% Air, 1/2" = 12mm rotal Unit = 0.942 in / 23.927 mm Default Make -up 03 LITE GAP LITE #3 - - - -- #4 - - - -- Slope = 90' Indoors Outdoors Gray (LBNL generic) #1 - - - -- Thickness = 1/4" = 6mm #2 - - - -- 100% Air, 1/2" = 12mm Clear #3 Guardian SunGuard® SNX 62/27 Thickness = 1/4" = 6mm #4 - - - -- total Unit = 0.944 in / 23.978 mm Slope = 90° Indoors Go 136.6 Go 91.4 Thermal Stress Guideline ( °F) Caution 164.1 Go 107.4 Important Notes Calculations and terms in this report are based on NFRC 2010. The performance values shown above represent NOMINAL VALUES for the center of glass with no spacer system or framing. Slight variations may occur due to manufacturing tolerances, point of manufacture, and type of instrumentation used to measure the optical properties. For configurations which include ceramic frit coating, the actual values may vary significantly based upon the thickness and composition of the frit. For configurations with diffuse optical properties the solar transmission is per ASTM 1084 -86. For configurations with coatings laminated facing the PVB, there may be a noticeable color change. Guardian recommends that a full size mock -up be approved. Please note that the THERMAL STRESS GUIDELINE is only a rough reference to the thermal safety of a glazing. Other factors such as the size of glass areas, shapes and patterns, glass thickness, glass damaged during shipping, handling or installation, orientation of the building, exterior shading, overhangs /fins that reduce wind speed, and areas with high daily temperature fluctuations can all SunGuardOO is a registered trademark of Guardian Industries Corp. Page 1 of 2 SUNGUA P.ID` I CALRCUOLRATOR E ADVANCED ARCHITECTURAL GLASS I✓ of 11m -rlc, Inc increase the probability of thermal breakage. The results shown are not for any specific glazing installation and do not constitute a warranty against glass breakage. Explanation of Terms % Transmittance Visible is the percentage of visible light at normal incidence (90° to surface) directly transmitted through the glass. Visible Light is defined as radiant energy in the wavelength range of 380 nm to 780 nm with III. D65 and CIE 2° observer % Ultraviolet (UV) Transmittance is the percentage of ultraviolet light at normal incidence (90° to surface) directly transmitted through the glass. Ultraviolet Light is defined as radiant energy from the sun having a wavelength range of 300 nm to 380 nm at ASTM air mass of 1.5 % Solar Energy Direct Transmittance is the percentage of solar energy at normal incidence (90° to surface) directly transmitted through the glass. Solar Energy is the radiant energy from the sun having a wavelength range of 300 nm to 2500 nm at ASTM air mass of 1.5. % Reflectance Visible Outdoors is the percentage of visible light at normal incidence directly reflected from the glass back outdoors • Reflectance Visible Indoors is the percentage of visible light at normal incidence directly reflected from the glass back indoors • Solar Energy Reflected Outdoors is the percentage of solar energy at normal incidence directly reflected from the glass back outdoors U- Factor (also called U- Value) is the air -to -air thermal conductance of 39" high glazing and associated air films. Units are Btu/hr .ft2.F. Winter -night = 12.3 mph wind at -0.4 °F outdoors and 69.8 °F still (no forced convection) indoor air. Summer = 0 sun, 6.15 mph wind at 89.6 °F outdoors and 75.2 °F still (no forced convection) indoor air. Relative Heat Gain (RHG) is the total net heat gain to the indoors due to both the air -to -air thermal conductance and the solar heat gain. The units are Btu/hr .ft2. RHG = [(Summer U- Value)(89.6 °F - 75.2 °F) + (Shading Coefficient)(200 Btu /hr -ft2)] Shading Coefficient (SC) is the fraction of solar heat, direct (300 to 2500 nm) plus indirect (5 to 40 pm), transferred indoors through the glass. For reference, 1/8" (3.1 mm) clear glass has a value of 1.00 (SC is an older term being replaced by the SHGC). Solar Heat Gain Coefficient (SHGC) is the fraction of solar energy incident on the glazing that is transferred indoors both directly and indirectly through the glazing. The direct gain portion equals the direct solar transmittance, while the indirect is the fraction of the solar energy absorbed to the energy reradiated and convected indoors. No heat gain from warmer outdoor air is included. SHGC = (Direct Solar Trans) + {[(Indirect Solar Heat Gain) - (Summer U- Value)(89.6 °F - 75.2 °F)] / (248.209 Btu /hr -ft2)) Light -to -Solar Gain (LSG) is the ratio of visible light gain to solar gain. LSG = (Visible Transmittance) / (SHGC) This performance analysis is provided under license by Guardian Industries Corp. It is designed to assist the user in evaluating the performance of the glass products identified on this report. Many factors may affect glass performance including glass size, building orientation, shading, wind speed, type of installation, and other factors. With respect to non - Guardian products, this performance analysis may be based on published information from the manufacturer that has not been independently verified by Guardian for accuracy. The applicability and results of the analysis are directly related to user inputs and any changes in actual conditions can have a significant affect on the results. While Guardian has made a good faith effort to verify the reliability of this program, it may contain unknown programming errors that could result in incorrect results. GUARDIAN DOES NOT PROVIDE ANY WARRANTY OR GUARANTEE REGARDING THE ACCURACY OF THE INFORMATION IN THIS REPORT OR AGAINST GLASS BREAKAGE OR FOR ANY DIRECT OR INDIRECT DAMAGES THAT MAY BE DUE TO THE USE OF THE PROGRAM. SunGuard® is a registered trademark of Guardian Industries Corp. 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N 1 I \ OD 1� \ W w J p Z YON N00� 1n I N (N (n J v I-A w O O �3� adao it 1e at �aoa r - - - - - - - - - - - - - - - - - - - __ - f � ®�� \ HURRICANE TEST LABORATORY(® LLB Report #° 0347 - 0202 -04 TASTING AND EVALUATION SOLUTIONS . 0347 - 0732 -04 �,., www.htltest.com Specimen #: 2 A& Test Date: 2/37,27/04 Page S: of S 17.0 APPLICABLE CODES, STANDARDS & TEST METHODS: ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Florida Building Code Protocol TAS 201— Impact Test Procedures. Florida Building Code Protocol TAS 202 — Criteria For Testing Impact and Non- Impact Resistant Building Envelope Components. Using Uniform Static Air Pressure, Florida Building Code Protocol TAS 203 — Criteria For Testing Products Subject To Cyclic Wind Pressure Loading. ASTM E1886 — Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials. ASTM E1996 — Standard Specification for Performance of Exterior Walls, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Windbome Debris in Hurricanes. 18.0 LIST OF OFFICIAL OBSERVERS: Vinu J. Abraham, P.E. — HTL Urmilla Jokhu - Sowell, P.E. — HTL Jose E. Colon, E.I. - HTL Steve Ciavola — HTL Stephen McBrayer — HTL Ron Nixon — HTL Fred Henderson — HTL Michael Burriss — Surface Specialties ENGINEER OF RECORD 12/ 13/ 004 Vinu J. Abraham, P.E. FL Reg. # 53820 J41 HURRICANE TEST LABORATORY, 1LLC TESTING AND EVALUATION SOLUTIONS www.htitest.com Aw- 15.0 CYCLIC LOAD TEST: 15.1 CYCLIC TEST PRESSURE: Positive Design-Load 13 -32.5 s 65 sf Ne ative Desi n Load 165 psf 15.2 CYCLIC LOAD SPECTRUM: 15.2.1 POSITIVE CYCLIC LOAD SPECTRUM: Report #:0347- 0202 -04 0347 - 0732 -04 Specimen #: 2 Teat Date: 2/3- 7/27/04 Page 4 of 5 # OF INWARD ACTING CYCLES /STAGE 13 -32.5 s 0 -39 s 32.5 -52 s 19.5 -65 s 3500 300 600 100 15.2.2 NEGATIVE CYCLIC LOAD SPECTRUM: # OF OUTWARD ACTING CYCLES /STAGE 19.5 -65 32.5 -52 0 -39 13 -32.5 s s s 50 1050 50 3350 15.2.3 DEFLECTION DATA! 15.2.4 Geometric Center of Left Vertical Mullion Load Net Deflection Permanent Set Direction (in.) (in.) %Recovery Positive 0.75 0.07 90.67 Negative 0.69 0.06 91.30 neuwrwc". ....r.r�r��w. This sample was inspected carefully upon completion of the cyclic test for failures. As such, this specimen was found to satisfy the cyclic test requirements of TAS 203 and ASTT1 E1886/E1996. MISCELLANEOUS INFORMATION 16.0 CERTIFICATION & DISCLAIMER STATEMENT: All tests performed on this test specimen were conducted in accordance with the specifications of the applicable codes, standards & test methods listed below by the Hurricane Test Laboratory, LLC located at 6655 Garden Road, Riviera Beach, FL 33404. HTL does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested at HTL. HTL is not owned, operated or controlled by any company manufacturing or distributing products it tests. This report is only intended for the use of the entity named in section 1.0 of this report. Detailed assembly drawings showing wall thickness of all members, corner construction and hardware applications are on file and have been compared to the test specimen submitted. A copy of this test report along with representative sections of the test specimen will be retained of HTL for a period of three (3) years. All results obtained apply only to the specimen tested and they do indicate compliance with the performance requirements of the test methods and specifications listed in the following section. ENGINEER OF RECORD 121131 004 Vinu J. Abraham, P.E. FL Reg. # 53820 j HURRICANE TEST LABORATORY, LLC TESTING AND EVALUATION SOLUTIONS www.htitest.com Report #: 0347 - 0202 -04 0347 - 0732 -04 /�. ^ Specimen #: 2 Test Date: ate: b/3 =7`27/04 Page 3 of S Geometric Center Left Vertical Mullion Load (psf) Net Deflection (in.) Permanent Set (in.) u/o Recovery 48.75 0.49 0.04 91.84 65 0.64 0.06 90.63 97.5 1.15 0.10 91.30 13.3 REMARKS: Deflection data reported is the overall deflection between three points (longest unsupported span) accounting for support movement. No signs of failure were found in any area of this test specimen during the uniform static load test. As such, this specimen was found to satisfy the uniform static load test requirements of TAS 202 and ASTM E330. 14.0 LARGE MISSILE IMPACT TEST: 14.1 TEST DATA: Missi /e Length: 96.00 in. Missi /e Weight: 9.51& Impact # Velocity (ft sec) Glass Temperature F X Coordinate in. Y Coordinate in. 1 49.63 66 28.00 59.00 2 50.00 66 38.00 12.00 3 49.07 66 76.00 58.00 4 49.98 66 89.00 12.00 5 50.00 66 127.00 61.00 6 49.98 66 141.00 13.00 7 49.88 66 103.00 60.00 14.2 IMPACT LOCATIONS AND REMARKS. Impact # 1 - 7 hit the intended targets resulting in the recorded measurements. There were no signs of penetration, rupture, or opening after the large missile impact test. Upon completion of the large missile impact test, this sample subsequently underwent the cyclic load test as specified in TAS 203 and ASTM E1886/E1196. ENGINEER OF RECORD 12/13/2o b4 Vinu J. Abraham, P.E. FL Reg. # 53820 VM �i� 1��. f S♦ ti S'r N No `1 ENGINEER OF RECORD 12/13/2o b4 Vinu J. Abraham, P.E. FL Reg. # 53820 I 11F.L' jlIL HURRIC ANE VEST LABORATORY, LLC TESTING AND EVALUATION SOLUTIONS t ip www.htltest.com TEST RESULTS 12.0 SUMMARY OF RESULTS: Report #: 0347 - 0202 -04 0347 - 0732 -04 Specimen #: 2 `Pest Date: 2/3- 7/27/04 Page 2 of S Test Method Test Conditions Test Conclusion Static Load Test + 65 and — 65 psf PASS ASTM E330 and TAS 202 Desi n Pressure PASS Large Missile Impact Test TAS 201 and ASTM E1886/E1996 9 -lb. missile @ 50 ft /sec PASS Cyclic Load Test + 65 and — 65 psf 1.07 (TA 203 and ASTM E1886/E1996) Design Pressure PASS 13.0 UNIFORM STATIC LOAD TEST RESULTS: 13.1 POSITIVE LOADS: Load (psf) Time (sec) Result 48.75 33 PASS 65 33 PASS 97.5 30 PASS Geometric Center Left Vertical Mullion Load (psf) Net Deflection (in.) Permanent Set (in.) oho Recovery 48.75 0.50 0.00 100.00 65 0.65 0.00 100.00 97.5 1.07 0.00 100.00 13.2 NEGATIVE LOADS: Load (psf) Time (sec) Result 48.75 33 PASS 65 33 PASS 97.5 30 PASS ENGINEER OF RECORD Wt� 12/13/ 004 Vinu J. Abraham, P.E. FL Reg. # 53820 44 e �•1. HURRICANE TEST LABORATORY, LLC TESTING AND EVALUATION SOLUTIONS www.htltest.com MANUFACTURER'S IDENTIFICATION Report #: 0347 -0202 -04 0347 - 0732 -04 Specimen 0: 2 Test Date: 2/3- 7/27/04 Page 7 of S 1.0 NAME OF APPLICANT: YKK AP AMERICA 7680 The Bluffs, Suite 100 Austell, GA 30168 (678) 838 -6000 1.0 CONTACT PERSON: Jose Archila 2.0 HTL TEST NOTIFICATION #: HTL04011 3.0 HTL LAB CERTIFICATION: Miami -Dade County (03- 0813.01); Florida Building Code (TST1527); AAMA; WDMA; Keystone Certifications PRODUCT IDENTIFICATION 4.0 Product Type: Aluminum Glazed Storefront System 5.0 Model Number: YHS -50 6.0 Performance Class: +65 / -65 psf 7.0 Overall Frame Size: 154" (w) x 120" (Ft) 8.0 Configuration: Fixed 9.0 Drawing. This test report is incomplete without the attached YKK AP AMERICA drawing # YHSSO -MU-02 bearing the raised seal of Hurricane Test Laboratory, LLC. PRODUCT DESCRIPTION 10.0 Storefront Assembly: The test unit was fabricated and installed per Miami -Dade County NOA #02- 0215.16 with a glazing type modification as described below. 11.0 Glazing: 11.1 Glazing Material: The glazing material used for this system consisted of the following type: • 9116" dear laminated glass with the following components: - 1/4" Clear Hear Strengthened Glass - 0.120" UVEKOL S (NOA #03- 0117.05) - 1/4" Clear Heat Strengthened Glass 11.2 Glazing Method. The glass used in this test specimen was glazed as follows: Interior Side: Using continuous strips of an extruded EPDM sponge gasket (Part #E2 -0084) and Dow. Corning 995 Silicone Sealant. Exterior Side: Using continuous strips of an extruded EPDM wedge gasket (Part #E2 -0083). 11.3 Daviiaht Opening: ENGINEER OF RECORD 4JK_ 1/6/20 5 Vinu J. Abraham, P.E. FL Reg. # 53820 Da y1light Open n Glass Bite 9/16" 3 48" (w) x 115" (h) ENGINEER OF RECORD 4JK_ 1/6/20 5 Vinu J. Abraham, P.E. FL Reg. # 53820 YKK "YHS -50" Aluminum Glazed Storefront System A HURRICANE TEST LABORATORY, LLB Report #: 0347 - 0202 -04 if, TESTING AND EVALUATION SOLUTIONS Specimen #: 1 www.htitest.com Test Date: 2/2_3/04 Page 4 of 4 ASTM E1996 — Standard Specification for Performance of Exterior Walls, Glazed Curtain Walls, Doors, and Storm Shutters Impacted by Windborne Debris in Hurricanes. 17.0 LIST OF OFFICIAL OBSERVERS: Vinu J. Abraham, P.E. — HTL Urmilla Jokhu- Sowell, P.E. — HTL Jose E. Colon, E.I. - HTL Steve Ciavola — HTL Stephen McBrayer — HTL Ron (Nixon — HTL Fred Henderson — HTL Michael Burriss — Surface Specialties ( ENGINEER OF RECORD 41yo- r 12/f3/2004 Vinu J. Abraham, P.E. FL Reg. # 53820 U11 1' URRICANE TEST LABORATORY, LLC fgeport #: 0347 - ®202 -04 TESTING AND EVALUATION SOLUTIONS Specimen #: i www.htltest.com Test Date: 2/2_3/04 Ohl Page 3 of 4 14.2 CYCLIC LOAD SPECTRUM: 14.2.1 POSITIVE CYCLIC LOAD SPECTRUM: # OF INWARD ACTING CYCLES /STAGE 14.2.2 14.2.3 14 -35 0 -42 35 -56 21• --70 s s s 3500 300 600 100 NEGATIVE CYCLIC LOAD SPECTRUM: # OF OUTWARD ACTING CYCLES /STAGE 27 -90 45 -72 0 -54 18 -45 s s s 50 1050 50 3350 DEFLECTION DATA: Geometric Center of Doors Load Net Deflection Permanent Set Permanent Set Direction (in.) (in.) Allowed (in.) Positive 1.00 0.25 0.38 Negative 0.88 0.13 0.38 14.2.4 REMARKS: This sample was inspected carefully upon completion of the cyclic test for failures. As such, .this specimen was found to satisfy the cyclic test requirements of TAS 203 and ASTM E1886/E1996. MISCELLANEOUS INFORMATION 15.0 CERTIFICATION & DISCLAIMER STATEMENT: All tests performed on this test specimen were conducted in accordance with the specifications of the applicable codes, standards & test methods listed below by the Hurricane Test Laboratory, LLC located at 6655 Garden Road, Riviera Beach, FL 33404. HTL does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested at HTL. HTL is not owned, operated or controlled by any company manufacturing or distributing products it tests. This report is only intended for the use of the entity named in section 1.0 of this report. Detailed assembly drawings showing wall thickness of all members, corner construction and hardware applications are on file and have been compared to the test specimen submitted. A copy of this test report along with representative sections of the test specimen will be retained at HTL for a period of three (3) years. All results obtained apply only to the specimen tested and they do indicate compliance with the performance requirements of the test methods and specifications listed in the following section. 16.0 APPLICABLE CODES, STANDARDS & TEST METHODS: Florida Building Code Protocol TAS 201 — Impact Test Procedures. Florida Building Code Protocol TAS 203 — Criteria For Testing Products Subject To Cyclic Wind Pressure Loading. ASTM E1886 — Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials. ENGINEER OF RECORD V 121 13 2004 Vinu J. Abraham, P.E. FL Reg. # 53820 Ir.Z 4 \ HURRICANE TEST LARORATCIRY, LLC Report #: 0347 - 0202 -04 TESTING AND EVALUATION SOLUTIONS Specimen #: 1 www.htltest.com Test Date: 2/2 -3/04 Page 2 of 4 TEST RESULTS 12.0 SUMMARY OF RESULTS: Test Method Test Conditions T Large Missile Impact Test 9-lb. missile @ 50 ft /sec TAS 201 and ASTM E1886/E1996 Cyclic Load Test + 70 and �- 90 psf (TA 203 and ASTM E1886/E1996) Design Pressure 13.0 LARGE MISSILE IMPACT TEST: 13.1 TEST DATA: Missile Length. 96.00 in. Missile Weiahfr 9_ S /hc Impact # Velocity (ft /sec) Glass Temperature F X Coordinate in. Y Coordinate in. 1 49.09 72 55.00 52.00 2 49.00 72 60.00 16.00 3 49.00 72 39.00 48.00 4 50.00 1 72 40.00 97.00 5 1 49.00 1 72 17.00 6.00 13.2 IMPACT LOCATIONS AND REMARKS: Impact # 1- 5 hit the intended targets resulting in the recorded measurements. There were no signs of penetration, rupture, or opening after the large missile impact test. Upon completion of the large missile impact test, this sample subsequently underwent the cyclic load test as specified in TAS 203 and ASTM E1886/E1196. 14.0 CYCLIC LOAD TEST: 14.1 CYCLIC TEST PRESSURF! Positive Design Load 70 psf N ative Design Load 90 ptf ' ENGINEER OF RECORD V 6K 12/13/2004 Vinu J. Abraham, P.E. FL Reg. # 53820 MW 414 HURRICANE TEST LABORATORY, LLC TESTING AND EVALUATION SOLUTIONS www.htitest.com MANUFACTURER'S IDENTIFICATION Report #: 0347 - 0202 -04 Specimen #: 1 Test Date: 2r2-3/04 Page I of 4 1.0 NAME OF APPLICANT: YKK AP AMERICA 7680 The Bluffs, Suite 100 Austell, GA 30168 (678) 838 -6000 1.0 CONTACT PERSON: Jose Archila 2.0 HTL TEST NOTIFICATION #: HTL04011 3.0 HTL LAB CERTIFICATION: Miami -Dade County (03- 0813.01); Florida Building Code (TST1527); AAMA; WDMA; Keystone Certifications PRODUCT IDENTIFICATION 4.0 Product Type: Aluminum Out -Swing Entrance Door 5.0 Model Number: 35H 6.0 Performance Class: +70 / -90 psf 7.0 Overall Frame Size: 77" (w) x 120" (h) 8.0 Configuration:O/XX 9.0 Drawing: This test report is incomplete without the attached YKK AP AMERICA drawing # YHS50 -MU -02 bearing the raised seal of Hurricane Test Laboratory, LLC. PRODUCT DESCRIPTION 10.0 Curtain Wall and Door Assembly: The test unit was fabricated and installed per Miami -Dade County NOA #04- 0227.02 with a glazing type modification as described below. 11.0 Glazing: 11.1 Glazing Material: The glazing material used for this system consisted of the following type: • 9/16" clear laminated glass with the following components: - 1/4" Clear Hear Strengthened Glass - 0.120" UVEKOL S (NOA #03- 1117.05) - 1/4" Clear Heat Strengthened Glass 11.2 Glazing Method. The glass used in this test specimen was glazed as follows: Interior Side: Using continuous strips of an extruded EPDM sponge gasket (Part #E2 -0085) and Dow Corning 995 Silicone Sealant. Exterior Side: Using continuous strips of an extruded EPDM wedge gasket (Part #E2- 0081). 11.3 Daviiuht Ouenina: ENGINEER OF RECORD v4e- 12/13/2004 Vinu J. Abraham, P. E. FL Reg. # 53820 Daylight Opening Glass Bite 2 26- 7/16" (w) x 83 -1/2" (h) 9/16" 1 70 -1/4" (w) x 19" (h) 9/16" ENGINEER OF RECORD v4e- 12/13/2004 Vinu J. Abraham, P. E. FL Reg. # 53820 > Model YKK AP's ProTek' Impact Resistant and Blast Mitigating Entrances Redesigned Glazing Pocket Glazings for A" to 1" can be accommodated with a variety of glazing stops and gaskets. Thermal Performance Improved thermal performance can be achieved with Insulating Glass. Entrances have been thermally tested utilizing insulated glass with 0.29 center of glass "U" factor_ Integral Muntins ► - For increased aesthetic possibilities Insulating Glass units can be ordered with internal muntins. Glazing Options For reduced installation labor, dry glaze solutions (to 90 PSF) ■ are available. Wet and Dry Glaze options are available for both hurricane impact and blast mitigation. YM CIP Door Corner Lifetime Warranty Standard Entrances • Singles: T -0" x T -0" & T -0" x 8' -0" • Pairs: 6' -0" x T -0" & 6' -0" x 8' -0" • Rixson Pivot, Butt Hung and Continuous Hinge • Single and 3 -Point Locks for Single Doors, 5 -Point Locks for Pairs • Rim and CVR Exit Devices Custom Entrances • Singles: Up to 4' -0" x 8' -0" • Pairs: Up to 8'-0" x 8' -0" • Pairs: Up to T -0" x 8'-0" with Rim Panic • Standard and Custom Hardware For additional information on architectural aluminum products offered by YKK AP America Inc. visit our web site at www.ykkap.com. 02011 YKK AP America Inc. is a subsidiary of Q YKK Corporation of America. 01- 5001 -02 pra' r��W .e YKK AP Hurricane & Blast Solutions Protection You Can Count On The industry's most durable hurricane impact / blast mitigation entrance system just got better. In addition to a comprehensive array of locking and hinging options, this product is now available with 1" laminated insulating glass. New mid rail and bottom rail options provide design flexibility for the specifier. YKK AP has also addressed ongoing maintenance in abusive environments, such as schools and military bases. To reduce maintenance costs choose either rim panic exit devices combined with an impact rated aluminum removable mullion or single point locks paired with flush bolts on the inactive panel. These institutional grade entrance systems provide maximum security under the most demanding conditions without the need for steel reinforcing. They also integrates with YHS storefront and YHC curtain wall framing systems. Model 35H entrances are Large and Small Missile Impact resistant tested as well as Blast Mitigation Tested. With the expansion of hardware and performance options, they are your single source for hurricane resistant, government, and DoD applications. Product Benefits • Large & Small Missile Impact — To 90 PSF • Florida Product Approval — HVHZ • Blast Mitigation Testing — ASTM F 1642 — Level 2 • YKK AP VersaJamV Door Frame • Water Performance — ASTM E 331 —10.5 PSF rte+... a Entrances I Storefronts I Curtain Walls I Sun Controls I Windows I Balcony Doors YKK cluality ® dinspi es- Test Date: 6/25 -26/01 Job #: 0231- 0601 -01 Specimen #: 3 (C) Page #: 9 26.4 DEFLECTION DATA: Location B D H INWARD (POSITIVE) LOAD OUTWARD (NEGATIVE) LOAD Max Perm. Set Recovery Max Perm. Set Recovery 0.69 0.06 92.03 0.69 0.04 93.62 0.72 0.06 91.67 0.71 0.02 97.18 0.60 0.00 100.00 0.75 0.02 97.33 26.5 REMARKS: This sample was inspected carefully upon completion of the cyclic test for failures. None were found. As such, this specimen was found to satisfy the cyclic test requirements of SSTD 12 -99. MISCELLANEOUS INFORMATION 27.0 CERTIFICATION & DISCLAIMER STATEMENT: The test and the results summarized in this test report were conducted in accordance with the specifications of the applicable codes, standards & test methods listed below by the Hurricane Test Laboratory, Inc. located at 6655 Garden Road, Riviera Beach, FL 33404. This report is only intended for the use of the entity named in section 1.0 of this report. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. 28.0 APPLICABLE CODES, STANDARDS & TEST METHODS: ASTM E283 - Standard Test Method For Determining The Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. ASTM E331— Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. AAMA 101/I.S.2 -97 — Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. SSTD 12 -99 — SBCCI Test Standard For Determining Impact Resistance From Windborne Debris 29.0 LIST OF OFFICIAL OBSERVERS: Vinu J. Abraham — HTL, Professional Engineer Jose E. Colon — HTL, Test Engineer Urmilla Jokhu- Sowell — HTL, Test Engineer Terry Roberts — HTL, Technician Chris Moody - YKK ENGINEER OF RECORD 8/2/01 Vinu JA-1'-fiaham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 Job #: 0231 - 0601 -01 Specimen #: 3 (C) 25.2 IMPACT LOCATIONS AND REMARKS: 26.0 CYCLIC LOAD TEST: 26.1 CYCLIC TEST PRESSURE: (Pd) )n = Pmax = 70 psf (Pd) out= Pmax = 70 psf 26.2 CYCLIC LOAD SPECTRUM: 26.2.1 POSITIVE CYCLIC LOAD SPECTRUM: Page #: 8 Impact # 1 — 6 hit the intended targets resulting in the recorded measurements. There were no signs of penetration, rupture, or opening in which air can pass on the glass lites after the large missile impact test. Upon completion of the large missile impact test, this sample subsequently underwent the cyclic load test as specified by SSTD 12 -99. # OF INWARD ACTING CYCLES /STAGE 1h 0 -42 (psf) 35 -56 (Psf) 21 -70 (Psf) 3500 A w 26.0 CYCLIC LOAD TEST: 26.1 CYCLIC TEST PRESSURE: (Pd) )n = Pmax = 70 psf (Pd) out= Pmax = 70 psf 26.2 CYCLIC LOAD SPECTRUM: 26.2.1 POSITIVE CYCLIC LOAD SPECTRUM: Page #: 8 Impact # 1 — 6 hit the intended targets resulting in the recorded measurements. There were no signs of penetration, rupture, or opening in which air can pass on the glass lites after the large missile impact test. Upon completion of the large missile impact test, this sample subsequently underwent the cyclic load test as specified by SSTD 12 -99. # OF INWARD ACTING CYCLES /STAGE 14 -35 (Psf) 0 -42 (psf) 35 -56 (Psf) 21 -70 (Psf) 3500 300 600 100 26.2.2 NEGATIVE CYCLIC LOAD SPECTRUM: # OF OUTWARD ACTING CYCLES /STAGE 21 -70 35 -56 0 -42 14 -35 (Psf) (Psf) (psf) (Psf) 50 1050 50 3350 26.3 DEFLECTION GAGE LOCATIONS: ENGINEER OF RECORD N 73/2/01 Vinu J. Abraham, P.E. FL Reg. # 53820 B D � H ENGINEER OF RECORD N 73/2/01 Vinu J. Abraham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 25.0 Job #: 0231 - 0601 -01 Specimen #: 3 (C) Page #: 7 - 70 psf (33 seconds) Location Net Deflection (in.) Permanent Set (in.) % Recovery (in.) B* 0.13 0.00 100.00 D* 0.53 0.00 100.00 G* 0.47 0.00 100.00 - 105 psf (30 seconds) Location Net Deflection (in.) Permanent Set , (in.) % Recovery (in.) B* 0.22 0.01 93.99 D* 0.84 0.02 98.21 G* 0.72 0.01 99.31 * NOTE: All deflection and permanent set values reported were taken at the geometric center of the mullion. Additionally, all set values reported have pertinent support movements accounted for. 24.3 REMARKS: The static load test performed on this test specimen was completed on 6/25/01 and was conducted according to the test procedure outlined in ASTM E330. No signs of failure were observed in any area of this test specimen during the test. As such, this specimen was found to satisfy the uniform load test requirements of ASTM E330. MISSILE IMPACT TESTS: 25.1 LARGE MISSILE IMPACT TEST DATA: Impact # Velocity ft sec Glass Temp. °F X Coordinate in, Y Coordinate in. 1 49.73 86 152.00 56.00 2 49.48 86 173.00 12.00 3 49.48 86 93.00 53.00 4 49.12 86 112.00 8.75 5 49.53 -- 122.00 54.25 6 49.41 -- 31.25 46.75 ENGINEER OF RECORD / 812101 Vinu J. braham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 Job #: 0231 - 0601 -01 Specimen #: 3 (C) 24.2 DEFLECTION DATA: 24.2.1 POSITIVE LOAD: Page #: 6 + 52.5 psf (33 seconds) Location Net Deflection (in.) Permanent Set (in.) % Recovery (in.) B* 0.10 0.01 92.72 D* 0.38 0.04 90.20 G* 0.38 0.01 96.71 + 70 psf (33 seconds) Location Net Deflection (in.) Permanent Set' (in.) % Recovery (in.) B* 0.13 0.00 98.85 D* 0.51 0.01 98.73 G* 0.53 0.04 92.92 + 105 psf (30 seconds) Location Net Deflection (in.) Permanent Set (in.) % Recovery (in.) B* 0.19 0.01 93.52 D* 0.82 0.01 99.39 G* 0.75 0.02 97.99 24.2.2 NEGATIVE LOAD: - 52.5 psf (33 seconds) Location Net Deflection Permanent Set % Recovery (in.) (in.) (in.) B* 0.09 0.01 92.11 D* 0.39 0.00 100.00 G* 0.85' 0.00 100.00 EN ,INFER OF RECORD 4 8/2/01 Vinu J. braham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 Job #: 0231 - 0601 -01 Specimen #: 3 (C) Page #: 5 21.0 TEST SEQUENCE: a. Air infiltration test at 1.57 psf and 6.24 psf. b. Uniform static load test at 50% of positive test pressure. C. Uniform static load test at positive design pressure. d. Uniform static load test at 50% of negative test pressure. e. Uniform static load test at negative design pressure. f. Water infiltration test at 15% of positive design pressure. g. Uniform static load test at 100% of positive test pressure. h. Uniform static load test at 100% of negative test pressure. i. Large Missile Impact Test. j. Positive Cyclic Load Test. k. Negative Cyclic Load Test. 22.0 23.0 24.0 AIR INFILTRATION TEST RESULTS (ASTM E2831: Test Pressure Measured Allowed Test Cfm /ft2 Cfm /ft2 Completed 1.57 psf 0.10 0.30 6/25/01 Allowed Completed 6.24 psf 0.12 N/A WATER LEAKAGE TEST RESULTS: Test Test Spray Test Test Method Pressure Rate Duration Measured Allowed Completed GPH ft 2 Min. ASTM E331 12 psf 5.0 15.00 No Entry No Entry 6/25/01 UNIFORM STATIC LOAD TEST RESULTS: 24.1 LOCATION OF DEFLECTION MEASUREMENTS: #YL 1! ENGINEER OF RECORD 8/2/01 Vinu J. braham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 19.0 20.0 Job #: 0231 - 0601 -01 Specimen #: 3 (C) Page #: 4 INSTALLATION Following is a description of how this sample was installed in the test buck when viewed from the exterior side: Location Anchor Description & Schedule Frame Head Each individual frame head member was attached to the wood opening using 1.57 psf & 6.24 psf four (4), #24 x 4" FPH Wood screws (2 -1/4" min. embed). These fasteners (ASTM E283) were located in groups of two, adjacent to each vertical frame member and were spaced 2" and 5" away from each head member end. Frame Sill Each individual frame sill member was attached to the sill flashing using four (4), (ASTM E331) #14 x 1 -1/2" PPH SMS (Type AB) fasteners. These fasteners were located in groups of two, adjacent to vertical frame member and were spaced 1 -1/2" and f 70 psf 3" away from each sill member end. Sill Flashing The continuous sill flashing used in along the bottom -of this sample was attached to the wood opening using a single row of 3/8" x 3" Lag screws (2" min. embedment) that were located 2" and 5" on either side of each vertical (SSTD 12 -99) frame member. NOTE: There was one (1) additional 3/8" x 3" Lag screw (2" min. embedment) placed adjacent to the centerline of intermediate mullion f 70 psf location. NOTE: There is a 3/8" shim space used around the perimeter of this test sample at the head and jamb locations. See Drawing #YHS -50 F -I, Sheet A -3 for more information. TEST RESULTS SUMMARY OF RESULTS Test Method Test Conditions Test Conclusion Air Infiltration Test 1.57 psf & 6.24 psf PASS (ASTM E283) Water Infiltration Test 12 psf PASS (ASTM E331) Static Load Test f 70 psf PASS (ASTM E330) Design Pressure Large Missile Impact Test PASS (SSTD 12 -99) Cyclic Load Test f 70 psf PASS (SSTD 12 -99) Design Pressure ENGINEER OF RECORD 8/2/01 Vinu 3 Abraham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 Job #: 0231 - 0601 -01 Specimen #: 3 (C) Page #: 3 perimeter bead of TREMCO Spectrum 2 sealant was applied on both the exterior side and centerline of the sill flashing including all heads of the fasteners used to attach the sill flashing to the opening. Second, the individual frame for the right bay was stacked on to the sill flashing and secured to the opening. Third, the individual frame located in the center bay was stacked on to the sill flashing and snapped to the individual frame already present in the right bay. Finally, the individual frame located in the left bay was stacked into the opening and snapped to the individual frame already located in the center bay. NOTE: A continuous bead of TREMCO Spectrum 2 sealant was applied at the interior joint between each frame sill and the sill flashing. 14.0 Glazing: 14.1 Glazing Material: The glazing material used in all areas of this sample was 1- 5/16" (overall) Insulating Glass (Glass Type F) produced by VIRACON and consisting of the following components: - 1/4" heat strengthened glass - 1 /2" air space - 1/4" heat strengthened glass - 0.100" Solutia Saflex® HP Interlayer - 1/4" heat strengthened glass NOTE: YKK AP America provided each specific makeup of insulating glass listed above to HTL. Only the manufacturer and the overall thickness has been verified by HTL. 14.2 Glazing Method: Each glass lite used in this sample was glazed using the following (typical) procedures: Interior Side: Using a single row of 1/4" x 1/4" EPDM spacer gasket (Part #E2 -0084) followed by a 1/4" x '/?"continuous bead of Dow Corning 995 silicone sealant. Exterior Side: Using a continuous extruded EPDM wedge gasket (Part #E2- 0083). 14.3 Davliaht Oaeninq: 15.0 Weather - stripping: None used. 16.0 Hardware: None used. 17.0 Weep Holes: Location Location Daylight Opening Glass Bite Glass Type Frame Joint Sealant. TREMCO Spectrum 2 Sealant. 1 Left bay, bottom row. 57 -1/2" x 42 -3/8" 9/16" F 1 Left bay, top row. 57 -1/2" x 57 -1/2" 9/16- F 1 Center bay. 57-1/2" x 102 -3/8" 9/16- F 1 Ri ht bay. 57 -1/2" x 102 -3/8" 9/16" F 15.0 Weather - stripping: None used. 16.0 Hardware: None used. 17.0 Weep Holes: 18.0 Sealant's Used: Location Location Description 6 Two per bay, located in sill flashing 8" away from each vertical frame member. 3/8" diameter weep hole. 18.0 Sealant's Used: Location Sealant Perimeter Sealant TREMCO Spectrum 2 Sealant. Structural Glazing Sealant Dow Corning 995 Structural Silicone Sealant Frame Joint Sealant. TREMCO Spectrum 2 Sealant. ENGINEER OF RECORD 8/2/01 Vinu Abraham, P.E. FL Reg. # 53820 Test Date: 6/25 -26/01 Job #: 0231- 0601 -01 Specimen #: 3 (C) Page #: 2 (4), #12 x 1 -1/4" PPH SMS (Type AB) fasteners. NOTE: At the intermediate horizontal location, each end of the intermediate horizontal was square cut, butted against the vertical frame member and secured in place using three (3), #12 x 1 -1/4" PPH SMS (Type AB) fasteners that passed through the vertical and threaded into the intermediate horizontal member's screw splines. NOTE: There were two (2), 6 -112" long anchor fillers (Part #Ei -1073) used per head and sill member that were located at either end of the head and sill member and was snap assembled to the adjacent framing member. Additionally, the removable glass stop used at the sill and intermediate horizontal member locations was cut 1/32" in length less than the D.L.O. and snap assembled to the adjacent framing member. Frame Joint Sealant: Each frame joint was sealed using a bead of Tremco Spectrum 2 Sealant. See Drawing #YHS -50 F -I for the location of the sealant used. 11.0 Center Bay Individual Frame Assembly: The frame used in the center bay of this sample was fabricated using the following aluminum extrusions: 12.0 13.0 Description Part # Overall Cross Section Alloy Frame Head E9 -0651 2.500" x 5.000" x 0.079" 6063 T'S Frame Sill E9 -0652 2.500" x 4.969" x 0.079" 6063 -T5 Intermediate Mullion E9 -0654 2.500" x 5.000" x 0.091" 6063 -T5 Intermediate Mullion Filler E9 -0655 0.799" x 3.898" x 0.079" 6063 -T5 Frame Head Sill Anchor Filler E1 -1073 0.886" x 3.898" x 0.079" 6063 -T5 Removable Glass Stops E9 -0658 1.437" x 1.593" x 0.047" 6063 -T5 The following procedures (typical) were utilized when assembling this individual frame: Frame Corner Construction: At each frame corner, the vertical frame member ran through while the horizontal frame member was square cut, butted, and mechanically fastened to the vertical using four (4), #12 x 1 -1/4" PPH SMS (Type AB) fasteners. NOTE: There were two (2), 6 -1/2" long anchor fillers (Part #E1 -1073) used per head and sill member that were located at either end of the head and sill member and was snap assembled to the adjacent framing member. Additionally, the removable glass stop used at the sill member location was cut 1/32" in length less than the D.L.O. and snap assembled to the adjacent framing member. Frame Joint Sealant: See section 10.0 of this report. Right Bay Individual Frame Assembly: The frame used in the right bay of this sample was fabricated using the following aluminum extrusions: Description Part # Overall Cross Section Alloy Frame Head E9 -0651 2.500" x 5.000" x 0.079" 6063 -T5 Frame Sill E9 -0652 2.500" x 4.969" x 0.079" 6063 -T5 Intermediate Mullion E9 -0654 2.500" x 5.000" x 0.091" 6063 -T5 Jamb Mullion E9 -0654 2.500" x 5.000" x 0.091" 6063 -T5 Frame Head Sill Anchor Filler E1 -1073 0.886" x 3.898" x 0.079" 6063 -T5 Removable Glass Stops E9 -0658 1.437" x 1.593" x 0.047' 6063 -T5 The following procedures (typical) were utilized when assembling this individual frame: Frame Corner Construction: See Section 11.0 for details on the construction of this individual frame. Frame Joint Sealant: See section 10.0 of this report. Overall Frame Assembly: The first step in the assembly of the overall sample was to place a continuous sill flashing (Part #E9 -0616) across the entire width of the opening. NOTE: A continuous ENGINEER OF RECORD 8/2/01 Vinu 3. Abraham, P.E. FL Reg. # 53820 Hurricane Test laboratory, Inc. Windows / Doors / Storefronts / Curtain Walls / Skylights / Shutters / EIFS / Metal Building Systems Test Date: 6/25 -26/01 Job #: 0231 - 0601 -01 Specimen #: 3 (C) MANUFACTURER'S IDENTIFICATION Internet: www.hurricanetest.com E -Mail: Info @hurricanetest.com 6655 Garden Road Riviera Beach Florida 33404 Phone: (561) 881 -0020 Fax: (561) 881 -0075 Page #: 1 1.0 NAME OF APPLICANT: YKK AP AMERICA 5630 Gwaltney Drive Atlanta, GA 30336 2.0 CONTACT PERSON: Jose Archila 3.0 HTL LAB CERTIFICATION: SBCCI (TL9704A) PRODUCT IDENTIFICATION 4.0 Product Type: Aluminum Store -front Glazing System 5.0 Model Number: YKK AP America YHS 50 F -I 6.0 Performance Class: +70/ -70 PSF 7.0 Overall Size: 182 -1/2" (w) x 108" (h) 8.0 Vent Size: N/A 9.0 Configuration: This sample consisted of three individual frames that were each assembled separately and snapped together to form an overall frame that was three bays wide - See Drawing #YHS -50 F -I, Sheet A -3, for an elevation of this sample. Each of the bays in this sample was configured as follows: PRODUCT DESCRIPTION 10.0 Left Bay Individual Frame Assembly: The frame used in the left bay of this sample was fabricated using the following aluminum extrusions: Description Location # of Fixed Glass Lites Glass Type Frame Head Left Bay 2 F Center Bay 1 F Right Bay 1 F PRODUCT DESCRIPTION 10.0 Left Bay Individual Frame Assembly: The frame used in the left bay of this sample was fabricated using the following aluminum extrusions: Description Part # Overall Cross Section Alloy Frame Head E9 -0651 2.500" x 5.000" x 0.079" 6063 -T5 Frame Sill E9 -0652 2.500" x 4.969" x 0.079" 6063 -T5 Intermediate Horizontal E9 -0653 2.500" x 4.969" x 0.071" 6063 -T5 Jamb Mullion E9 -0651 1 2.500" x 5.000" x 0.079" 6063 -T5 Jamb Mullion Filler E9 -0655 0.799" x 3.898" x 0.079" 6063 -T5 Intermediate Mullion Filler E9 -0655 0.799" x 3.898" x 0.079" 6063 -T5 Frame Head /Sill Anchor Filler El-1073 0.886" x 3.898" x 0.079" 6063 -T5 Removable Glass Stops E9 -0658 1.437' x 1.593" x 0.047' 6063 -T5 The following procedures (typical) were utilized when assembling this individual frame: Frame Corner Construction: At each frame corner, the vertical frame membaw ran through while the horizontal frame member was square cut, butted, and mechanically fastened to the vertical using four ENGINEER OF RECORD 8/2/01 Vinu . Abraham, P.E. FL Reg. # 53820 FLORIDA I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Riviera Beach, FL 33404 HTL IHTLTEST.COM 561.881.0020 APPENDIX A: YKK AP AMERICA, INC.'s drawing # MU -YHS 50 19 SHEETS FLORIDA I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 23 of 23 Riviera Beach, FL 33404 HTL IHTLTEST.COM 561.881.0020 10.0 CERTIFICATION AND DISCLAIMER STATEMENT All tests performed on these test specimens were conducted in accordance with the specifications of the applicable codes, standards and test methods listed below by HTL, LLC. HTL, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products tested at HTL. HTL Is not owned, operated or controlled by any company manufacturing or distributing products it tests. This report is only intended for the use of the entity named In Section 1.0 of this report. Detailed assembly drawings showing wall thickness of all members, comer construction and hardware applications are on file and have been compared to the test specimens submitted. A copy of this test report along with representative sections of the test specimens will be retained at HTL for a period of three (3) years. All results obtained apply only to the specimens tested and they do indicate compliance with the performance requirements of the test methods and specifications listed in the following section. 11.0 APPLICABLE CODES, STANDARDS, AND TEST METHODS Florida Building Code TAS 201 -94 — Impact Test Procedures Florida Building Code TAS 202 -94 — Criteria for Testing Impact & Nonimpact Resistant Building Envelope Components using Uniform Static Air Pressure Florida Building Code TAS 203 -94 — Criteria for Testing Products Subject to Cyclic Wind Pressure Loading ASTM E283 -04 — Standard Test Method for Determining Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen ASTM E330 -02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference ASTM E331 -00 — Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference ASTM E1886 -05 — Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials ASTM E1996 -06 — Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windbome Debris in Hurricanes AAMA 1304 -02 — Voluntary Specification for Forced Entry Resistance of Side - Hinged Door Systems 12.0 WITNESSES (ALL OR PARTIAL) Vinu J. Abraham, P.E. CEO HTL, LLC Kristin Norville, E.I. Assistant Operations Manager HTL, LLC Freddie Henderson Technician HTL, LLC John Spallina Technician HTL, LLC Veron Wickham Technician HTL, LLC Howard Bennett Technician HTL, LLC Martin Gibbard Technician HTL, LLC Alan Rule Technician HTL, LLC Eli Rosario Technician HTL, LLC Laray Allison Testing Technician YKK AP AMERICA, INC. ENGINEER OF RECORD 7/1 /2009 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231- 1203-08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 22 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 8.7.4 Conclusion - Cyclic Load Test At approximately 200 cycles into the a stage the left storefront lite of Specimen 1 deglazed at mid - center. The lite was covered with plywood and testing was continued. Upon completion of the cyclic load test, HTL carefully inspected the test specimens for failures. HTL observed no further signs of failure; as such, these test specimens satisfy the cyclic load test requirements of Florida Building Code TAS 203 and ASTM E1886/1996. 9.0 SUMMARY Table 9.1 provides a summary of the test results for YKK AP America, Inc.'s YHS 50 FI Storefront w /35H Door. Table 9.1: Sum ary of Test Results Specimen Test Method Test Conditions Test Conclusion 1&2 Air Infiltration Test 1.57 psf & 6.24 PASS ASTM E 283 and TAS 202 psf 1&2 Water Infiltration Test 12.00 psf PASS ASTM E 331 and TAS 202 1, 5 &6 Static Load Test +70.00/ -70.00 psf PASS ASTM E 330 and TAS 202 Design Pressure 2 Static Load Test +57.10/ -55.00 psf ASTM E 330 and TAS 202 Design Pressure PASS 3 Static Load Test +50.00/ -50.00 psf ST AM E 330 and TAS 202 Design Pressure PASS 1 & 2 Forced Entry Resistance Test 3001b PASS AS 202 and AAMA 1304 1 Large Missile Impact Test -- PASS AS 201 and ASTM E 1886E 1996 ) (w/exception of left storefront lite 3, 5 & 6 Large Missile Impact Test _ PASS AS 201 and ASTM E 1886E 1996 2&4 Small Missile Impact Test _ PASS AS 201 and ASTM E 1886E 1996 1 Cyclic Load Test +70.00 1-70.00 psf PASS AS 203 and ASTM E 1886E 1996 Design Pressure (w/exception of left storefront lite 5 & 6 Cyclic Load Test +70.00/ -70.00 psf PASS AS 203 and ASTM E 1886E 1996 Design Pressure 2 & 4 Cyclic Load Test +57.10/ -57.10 psf PASS AS 203 and ASTM E 1886E 1996 Design Pressure 3 Cyclic Load Test +50.00/ -50.00 psf PASS AS 203 and ASTM E 1886E 1996 Design Pressure ENGINEER OF RECORD REPORT WRITER 7/13/2009 FLORIDA I GEORGIA 1 TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 21 of 23 Riviera Beach, FL 33404 T561.881.0020 � HTLTEST.COM 8.7.2 Test Spectrum - Cyclic Load lest Tables 8.8 and 8.9 provide the positive and negative test spectrum respectively. Table 8.8: Positive Load Test Spectrum Table 8.9: Neoative Load Test SDectrum Specimen # Stage 1 2 3 4 Specimen # Number of Cycles 3500 300 600 100 1 5 & 6 Pressure Range (psf) 14.00 - 35.00 0-42.00 35.00 - 56.00 21.00 - 70.00 2 & 4 11.42 - 28.55 0-34.26 28.55 - 45.68 17.13 - 57.10 3 10.00 - 25.00 0-30.00 25.00 - 40.00 15.00 - 50.00 Table 8.9: Neoative Load Test SDectrum Specimen # Stage 5 6 7 8 Number of Cycles 50 1050 50 3350 1 5 &6 Pressure Range (psf) 21.00 - 70.00 35.00 - 56.00 0-42.00 14.00 - 35.00 2 & 4 17.13 - 57.10 28.55 - 45.68 0-34.26 11.42 - 28.55 3 15.00 - 50.00 25.00 - 40.00 0-30.00 10.00 - 25.00 8.7.3 Deflection Results - Cyclic Load Test Table 8.10 shows the cyclic test results for each test specimen. Table 8.10: Cyclic Load Test Results Specimen # Location Inward Positive Load Outward (Nec ative Load Measured Permanent Set in. Allowable Permanent Set in. Measured Permanent Set in. Allowed Permanent Set in. B 0.125 0.216 0.000 0.216 E 0.063 0.216 0.200 0.216 1 H 0.125 0.168 0.137 0.168 3 0.250 0.336 0.188 0.336 C 0.125 0.240 0,140 0.240 G 0.125 0.240 0.125 0.240 2 3 0.125 0.168 0.125 0.168 L 0.125 0.336 0.125 0.336 3 B 0.125 0.240 0.100 0.240 B 0.031 0.240 0.031 0.240 4 E 0.031 0.240 0.031 0.240 B 0.063 0.240 0.063 0.240 5 E 0.062 0.240 0.063 0.240 6 B 0.063 0.240 0.050 0.240 ENGINEER OF RECORD REPORT WRITER 7/13/2009 HTL IFLORIDA 1 GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 20 of 23 Riviera Beach, FL 33404 HTLTEST.COM 561.881.0020 8.7 Cyclic Load Test 8.7.1 Deflection Gage Locations - Cyclic Load Test Figures 8.10 and 8.11 show the deflection gage locations used in the cyclic load test for Specimens 1 and 4. Please refer to Figures 8.1 through 8.4 in Section 8.3.1 for Specimens 2, 3, 5 and 6. Ei = Plywood Figure 8.10: Deflection Gage Locations Cyclic Load Test — Specimen 1 B E yr rrr i � i rr r \ r;.r,,r�;irr,.rrr Ei = Plywood Figure 8.10: Deflection Gage Locations Cyclic Load Test — Specimen 1 B E Figure 8.11: Deflection Gage Locations Cyclic Load Test — Specimen 4 ENGINEER OF RECORD 7/13/2009 REPORT WRITER 7/132009 FLORIDA I GEORGIA I TEXAS Test Report #: 0231- 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 19 of 23 Riviera Beach, FL 33404 HTL 561.881.0020 HTLTEST.COM 8.6.2 Test Results - Small Missile Impact Test HTL used ten (10) ball bearings with a 5/16" nominal diameter, each weighing between 1.90 and 2.10 grams. Table 8.7 provides the test results for the small missile impact test Table 8.7: Small Missile Impact Test Results Specimen # Impact # Missile Length in. Missile Velocity sec Glass Temp. °F X 1 Coord. in. Y 2 Coord. in. 2 1 N/A 130.89 74.0 8.50 11.50 2 130.64 32.00 61.00 3 130.58 8.50 111.50 4 130.40 92.00 112.00 5 130.89 92.00 61.00 6 130.28 69.00 11.50 7 130.22 129.00 112.00 8 130.76 165.25 102.50 9 130.34 199.00 112.00 4 1 N/A 131.55 78 9.00 6.00 2 131.25 29.00 57.Ob 3 131.07 47.00 108.00 4 130.82 82.50 57.00 5 130.04 102.00 57.00 6 131.01 102.00 6.00 7 131.62 156.00 108.00 8 130.46 137.00 57.00 9 130.34 156.00 6.00 'Measured from the left side of test specimen. ZMeasured from the bottom of test specimen. 8.6.3 Conclusion- Small Missile Impact Tes The small missiles impacted the intended targets and HTL carefully inspected each Impact location. HTL observed no signs of penetration, rupture, or opening after the small missile impact test; as such, these test specimens satisfy the small missile requirements of the Florida Building Code TAS 201 and ASTM E 1886/E 1996. ENGINEER OF RECORD 7/13/2009 REPORT WRITER 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231-1203 -08 CORPORATE OFFICE Specimen #: 1-- 6 6655 Garden Road Page: 18 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTESr.COM 8.6 Small Missile Impact Test 8.6.1 Small Missile Impact Locations Figures 8.8 and 8.9 show the impact locations for the specimens tested. 93 04 07 � 90 �1 06 Figure 8.8: Small Missile Impact Locations — Specimen 2 30 740 02 4050 08 1 60 9 Fiqure 8.9: Small Missile Impact Locations — Snedmen 4 ENGINEER OF RECORD 7/13/2009 REPORT WRITER 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: i - 6 6655 Garden Road Page: 17 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 8.5.2 Test Results - Large Missile Impact Test Table 8.6 provides the large missile impact test results. Table 8.6: Large Missile Impact Test Results Specimen p # Impact # Missile Weight Missile Length in. Missile Velocity ft/sec Glass Temp. °F X Coord.l in. Y Coord.2 in. 1 1 8lbs 14 oz 92 49.15 810 28.50 53.50 2 50.14 10.00 12.50 3 72.00 13.00 4 94.00 56.00 5 r4998 167.00 96.50 6 198.00 97.50 3 1 4 oz 92 49.88 70'0 48.50 59.00 2 50.05 41.00 14.00 3 49.15 76.50 58.50 4 49.60 73.50 11.50 5 49.96 N/A 1 32.00 59.50 5 1 9 Ibs 0 oz 92 49.79 77.4 21.50 57.50 2 49.88 34.00 13.00 3 49.49 76.00 13.00 4 49.79 65.00 58.00 5 49.92 107.50 60.50 6 49.55 110.50 106.50 6 1 bs 3lOZ 92 50.65 N/A 56.00 60.50 'Measured from the left side of test specimen. 2Measured from the bottom of test specimen. 8.5.3 Conclusion - Large Missile Impact Test The large missile impacted the intended targets and HTL carefully inspected each impact location. HTL observed no signs of penetration, rupture, or opening after the large missile impact test; as such, these test specimen the large missile requirements of the Florida Building Code TAS 201 and ASTM E1886/1996 Level D. ENGINEER OF RECORD 4-r- 7/13/2009 REPORT WRITER 7/13/2009 FLORIDA I GEORGIA I TEXAS Test Report #: 0231- 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 16 of 23 Riviera Beach, FL 33404 HTL IHTLTEST.COM 561.881.0020 Figure 8.6: Large Missile Impact Locations — Specimens 3 & 5 1 Figure 8.7: Large Missile Impact Locations — Specimen 6 ENGINEER OF RECORD lav� 7/13/2009 REPORT WRITER 7/13/2009 6 10 4-0 20 30 Figure 8.6: Large Missile Impact Locations — Specimens 3 & 5 1 Figure 8.7: Large Missile Impact Locations — Specimen 6 ENGINEER OF RECORD lav� 7/13/2009 REPORT WRITER 7/13/2009 7 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -0g CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 15 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 8.3.4 Conclusion — Uniform Static Load Test HTL observed no signs of failure in any area of these test specimens during the uniform static load test. In addition, each specimen met the deflection and permanent set requirements; as such, these test specimens satisfy the uniform static load test requirements of ASTM E 330 and TAS 202. 8.4 Forced Entry Resistance Test 8.4.1 Results — Forced Entry Resistance Test The test specimens were tested in accordance with all applicable sections of TAS 202 and AAMA 1304. Table 8.5 provides the results for the forced entry resistance test W Table 8.5: Force Entry Resistance Test Results Specimen # Test Method I Test Conditions Test Condusion 1&2 TAS 202 and AAMA 1304 1 3001b PASS 8.4.2 Conclusion - Forced Entry Resistance Test In accordance with the requirements of this test method, HTL technicians were unable to cause the doors to open. As such, these test specimens satisfy the requirements of SFBC 3603.2 (B) 5 (per my template) or AAMA 1304 -02 (per data sheet) or TAS 202 (per quote). Large Missile Impact Test 8.5.1 Large Missile Impact Locations Figures 8.5 through 8.7 show the impact locations for the specimens tested. 1 \ 2 4\\o {e 3 \9k Figure 8.5: Large Missile Impact Locations — Specimen 1 ENGINE R OF RECORD 7/13/2009 REPORT WRITER 7/13/2009 FLORIDA I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 5 6655 Garden Road Page: 14 of 23 Riviera Beach, FL 33404 HTL 561.881,0020 HTLTEST.COM 8.3.3 Negative Uniform Static Load Test Results Table 8.4 provides the negative uniform static load test results for the locations presented in Section 8.3.1. Table 8.4: Negative Uniform Static Load Test Results Specimen # Gage Location Load s Defl ection in. Permanent Set in, Measured Allowed Measured Allowed B -52.50 0.381 0.600 0.004 0.216 -70.00 0.509 0.600 0.000 0.216 - 105.00 0.742 N/A 0.000 0.216 1 E -52.50 0.314 0.600 0.000 0.216 -70.00 0.507 0.600 0.000 0.216 - 105.00 0.735 N/A 0.003 0.216 H -52.50 0.056 0.467 0.000 0.168 -70.00 0.232 0.467 0,000 0.168 - 105.00 0.494 N/A 0.000 0.168 J -52.50 0.210 N/A 0.003 0.336 -70,00 0.245 N/A 0.000 0.336 - 105.00 0.331 N/A 0.002 0.336 2 C -41.25 0.491 0.667 0.001 0.240 -55.00 0.648 0.667 0.002 0.240 -82.50 0.911 N/A 0.007 0.240 G -41.25 0.423 0.667 0.001 0.240 -55.00 0.635 0.667 0.002 0.240 -82.50 0.964 N/A 0.013 0.240 J -41.25 0.165 0.467 0.003 0.168 -55.00 0.222 0.467 0.005 0.168 -82.50 0.330 N/A 0.000 0.168 L -41.25 0.144 N/A 0.004 0.336 -55.00 0.184 N/A 0.005 0.336 -82.50 0.268 N/A 0.008 0.336 3 B -37.50 0.365 0.667 0.013 0.240 -50.00 0.520 0.667 0.022 0.240 -75.00 0.758 N/A 0.026 0.240 5 B -52.50 0.412 0.667 0.000 0.240 -70.00 0.547 0.667 0.002 0.240 - 105.00 0.814 N/A 0.003 0.240 E -52.50 0.412 0.667 0.001 0.240 -70.00 0.553 0.667 0.003 0.240 - 105.00 0.819 N/A 0.008 0.240 6 B -52.50 0.370 0.667 0.003 0.240 -70.00 0.494 0.667 0.008 0.240 - 105.00 0.725 N/A 0.010 0.240 ENGINEER OF RECORD 7 /13/2009 REPORT WRITER 7/13/2009 Pry YKK AP Hurricane & Blast Solutions SYSTEM DESCRIPTION: YHS 50 A is a high performance storefront system designed for insulating glass 1" to 1- 5/16" thick and tested to meet the most demanding conditions. With varied infill and components, YHS 50 Fl can meet the requirements for Impact Resistance, Blast Mitigation or both. The system features the Model 35H entrance door with maximum - security dead bolts or optional exit devices for egress requirements. OPTIONS & FEATURES: • Large & Small Missile • Small Missile is Dry Glazed • Large Missile is Wet or Dry Glazed • ASTM E 1886 / 1996, TAS 201 — 203 • Tested to +/- 70 psf * Florida State -Wide Product Approval • Approved for High Velocity Hurricane Zone • Blast Mitigation • YHS 50 Fl meets UFC 4- 010 -01 prescriptive standard in accordance with 2007 revisions. • Model 35H - "Low Hazard" per ASTM F 1642 Test Q 6 psi / 41 psi -ms *Contact YKK AP Engineering for Job Specific Wind Load analysis at higher levels. Entrances I Storefronts I Curtain Walls I Sun Controls I Windows I Balcony Doors YKK . apWIN Inspres CSI MASTERFORMAT SECTION NUMBER 08 41 13 CSI MASTERFORMAT SECTION TITLE ALUMINUM -FRAMED ENTRANCES &r STOREMONTS YKK AP PRODUCT SERIES MODEL 35H IMPACT RESISTANT AND BLAST MITIGATING ENTRANCES PART 1 GENERAL Furnish all necessary materials, labor, and equipment for the complete installation of the aluminum swing doors, door frames, hardware, and storefront framing system as shown on the drawings and specified herein. 1.01 SUMMARY A. Section includes: Aluminum Swing Doors, including: 1. YKK AP Model 35H Impact Resistant and Blast Mitigating Heavy Duty Swing Doors. 2. YKK AP Model 35H Impact Resistant and Blast Mitigating Heavy Duty Swing Doors for Insulating Glass - B. Related Sections: 1. Glass: Contact YKK AP for approved glass types. 2. Glazing: Structural silicone sealant. 3. Single Source Requirement: All products listed below shall be by the same manufacturer. a. Section 08 32 13 Sliding Aluminum= Framed Glass Doors. b. Section 08 44 13 Glazed Aluminum Curtain Walls. c. Section 08 44 33 Sloped Glazing Assemblies. d. Section 08 51 13 Aluminum Windows. 1.02 SYSTEM PERFORMANCE DESCRIPTION A. Performance Requirements: Aluminum swing doors shall meet all requirements of ASTM E 1886, ASTM E 1996 and South Florida Building Code Protocols TAS 201, TAS 202, and TAS 203 and comply with the following specific performance requirements indicated. 1. Air Infiltration (Single Acting Butt Hinges, Continuous Hinges, or Offset Pivots): Air infiltration shall be tested in accordance with ASTM E 283 at static pressure of 1.57 PSF (75 Pa). Infiltration shall not exceed 0.50 CFM/FT2 for single door or 1.00 CFM/FT2 for pair doors. 2. Water Infiltration: No uncontrolled water other than condensation on indoor face of any component tested in accordance with ASTM E 331 at a test pressure differential of 10.5 psf (503 Pa). Water test to be performed immediately after design pressure test. Standard 35H Entrances are intended for 1 st floor applications. 3. Structural: Door corner structural strength shall be tested per YKK AP's dual moment test procedure and certified by an independent testing laboratory to ensure corner integrity and weld compliance. Certified test procedures and results are available upon request. 4. Structural Uniform Load Test: a. Doors: 1) Positive Pressure: 70 PSF — For Air Only or Air and Water Threshold; monolithic glazing. 90 PSF — For Air Only Threshold, 70 PSF — Air and Water Threshold; insulating glazing. 2) Negative Pressure: 90 PSF 5. Forced Entry Resistance: Tests performed simultaneously with 300 lb. forces applied to the active door panel within 3" of the locks in the direction that would tend to open the door while 150 lb. forces are applied in both perpendicular directions to the 300 lb. force simultaneously. 6. Thermal Performance: When tested in accordance with AAMA 1503 and NFRC 102: a. Condensation Resistance Factor (CRFr): A minimum of 28. b. Thermal Transmittance U Value: 0.77 BTU /HR/FT2 / °F or less. 1.03 SUBMITTALS A. General: Prepare, review, approve, and submit specified submittals in accordance with "Conditions of the Contract" and Division 1 Submittals Section. Product data, shop drawings, samples, and similar submittals are defined in "Conditions of the Contract ". B. Product Data: Submit product data for each entrance series specified. C. Substitutions: Whenever substitute products are to be considered, supporting technical data, samples, and test reports must be submitted ten (10) working days prior to bid date in order to make a valid comparison. D. Shop Drawings: Submit shop drawings showing layout, profiles, and product components, including anchorage, accessories, and finish colors. E. Samples: Submit verification samples for colors. Minimum 2' /z inch by 3 inch (61mm by 73 mm) samples on actual aluminum substrates indicating full color range expected in installed system. F. Quality Assurance /Control Submittals: 1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics and physical properties. 2. Installer Qualification Data: Submit installer qualification data. G. Close -out Submittals: 1. Warranty: Submit executed warranty documents specified herein, endorsed by YKK AP authorized official and installer. 2. Project Record Documents: Submit project record documents, including operation and maintenance data for installed materials in accordance with Division 1 Project Close -out (Project Record Documents) Section. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project. If requested by Owner, submit reference list of completed projects. 2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction process. B. Mock -Ups (Field Constructed): Install at project site a job mock -up using acceptable products and manufacturer approved installation methods. Obtain Owner's and Architect's acceptance of finish color, and workmanship standard. 1. Mock -Up Size: 2. Maintenance: Maintain mock -up during construction for workmanship comparison; remove and legally dispose of mock -up when no longer required. 3. Incorporation: Mock -up may be incorporated into final construction upon Owner's approval. C. Pre - Installation Meetings: Conduct pre - installation meeting to verify project requirements, substrate conditions, manufacturer's installation instructions, and manufacturer's warranty requirements. 1.05 PRODUCT CONDITIONS / SITE CONDITIONS A. Field Measurements: Verify actual measurements /openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays. 1.06 WARRANTY A. Project Warranty: Refer to "Conditions of the Contract" for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by an authorized company official. 1. Warranty Period: Manufacturer's one (1) year standard warranty commencing on the substantial date of completion for the project provided that the warranty, in no event, shall start later than six (6) months from the date of shipment by YKK AP America Inc. EDITOR NOTE. Longer warranty periods are available at additional cost. PART 2 PRODUCTS It is the intent of this specification to have a single source responsibility for the supply of the aluminum doors and framing systems on this project. Any deviation from the acceptable manufacturers listed below must be approved in writing by the architect at least ten (10) days prior to bid date. 2.01 MANUFACTURERS (Acceptable Manufacturers/Products) A. Acceptable Manufacturers: YKK AP America Inc. 270 Riverside Parkway, Suite A Austell, GA 30168 Telephone: (678) 838 -6000; Fax: (678) 838 -6001 1. Impact Resistant and Blast Mitigating Entrances: YKK AP Model 35H Impact Resistant and Blast Mitigating Entrances. a. 35H Description: 3 -7/8" (98.36 mm) Door Stile, 2 -3/8" thick. 2. Corner Construction: Fabricate door comers joined by concealed reinforcement secured with screws and sigma deep penetration welding. 3. Glazing: Manufacturer's standard glazing stops with EPDM glazing gaskets to prevent water infiltration at the exterior and structural silicone sealant for wet glazing, EPDM silicone compatible gasket for dry glazing with fixed stops at the interior. 4. Weather - stripping: Manufacturer's standard elastomer type in replaceable rabbets for stiles and rails. 5a. Standard Hardware: (1 -1/2 to 2) pair of Grade 1 mortised butt hinges per leaf. Ball bearing 4 -1/2" x 4" NRP Stainless Steel US32D finish. (1) Adams Rite® MS 1850 three point hookbolt lock on active leaf or single door. (1) Adams Rite two point Iock on inactive leaf. (2) H -4202 Keyed cylinders (H -4204 tbumbtum on inside optional). Type "A" standard YKK AP push/pull (Type "C" 1" diameter tubular push/pull is optional). LCN 4040 surface mounted closer (hold open optional). (1) Adams E9 -0503 mill finish (air only) threshold. 5b.Optional Hardware: Rixsona offset pivots. Roton® 780 -226HD continuous hinge(s). Select® SL 27HD continuous hinge(s). MS 1850 Single Point (Active) with Flush Bolts (Inactive) MS 2180 Flush Bolts (Inactive) with either MS 1850 Single or 3 point Von Duprin® Rim Panic (98 / 99 series). Sargent® Rim Panic — WS- AD8500. Corbin Russwin® Rim Panic ED4200. Yale® Rim Panic 7250 M. FalconTM (Dor- O- Matica) HS2390 CVR. FalconTM (Dor- O- Matic ®) HS 1690 CVR. FalconTM (Dor- O- Matic®) 1490 CVR. Sargent AD 8400 CVR. 2.02 MATERIALS A. Extrusions: ASTM B 221 (ASTM B 221M), 6063 -T5 Aluminum Alloy. B. Aluminum Sheet: 1. Anodized Finish: ASTM B 209 (ASTM B 209M), 5005 -1-114 Aluminum Alloy, 0.050" (1.27 mm) minimum thickness. 2. Painted Finish: ASTM B 209 (ASTM B 209M), 3003 -1114 Aluminum Alloy, 0.080" (1.95) mm) minimum thickness. 2.03 ACCESSORIES A. Manufacturer's Standard Accessories: 1. Fasteners: Zinc plated steel concealed fasteners; Hardened aluminum alloys or AISI 300 series less steel exposed fasteners, countersunk, finish to match aluminum color. 2. Perimeter Sealant: Non - skinning type, AAMA 803.3. 3. Glazing: Setting blocks, edge blocks, and spacers in accordance with ASTM C 864, shore durometer hardness as recommended by manufacturer. Glazing gaskets in accordance with ASTM C 864. 4. Glazing Adhesive: Dow Corning® 995 Structural Silicone Sealant. 2.04 FABRICATION A. Shop Assembly: Fabricate and assemble units with joints only at intersection of aluminum members with uniform hairline joints; rigidly secure, and sealed in accordance with manufacturer's recommendations. 1. Hardware: Drill and cut to template for hardware. Reinforce frames and door stiles to receive hardware in accordance with manufacturer's recommendations. 2. Welding: Conceal welds on aluminum members in accordance with AWS recommendations or methods recommended by manufacturer. Members showing welding bloom or discoloration on finish or material distortion will be rejected. 2.05 FINISHES AND COLORS A. YKK AP America Anodized Plus® Finish: CODE DESCRIPTION YS1N* Clear Anodized Pluse YH3N Champagne Anodized Plus® YB1N Medium Bronze Anodized Plus® YB5N* Dark Bronze Anodized Pluse YK1N* Black Anodized Plus® YW3N White Anodized Plus* M Mill Finish * Indicates standard finish usually carried as inventory. Anodized Plus® is an advanced sealing technology that completely seals the anodic film yielding superior durability (See AAMA 612). B. Anodized Finishing: Prepare aluminum surfaces for specified finish; apply shop finish in accordance with the following: 1. Anodic Coating: Electrolytic color coating followed by an organic seal applied in accordance with the requirements of AAMA 612 -02. Aluminum extrusions shall be produced from quality controlled billets meeting AA- 6063 -T5. a. Exposed Surfaces shall be free of scratches and other serious blemishes. b. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process. c. The anodized coating shall comply with all of the requirements of AAMA 612 -02: Voluntary Specifications, Performance Requirements and Test Procedures for Combined Coatings of Anodic Oxide and Transparent Organic Coatings on Architectural Aluminum. Testing shall demonstrate the ability of the finish to resist damage from mortar, salt spray, and chemicals commonly found on construction sites, and to resist the loss of color and gloss. d. Overall coating thickness for finishes shall be a minimum of 0.7 mils. C. High Performance Organic Coating Finish: 1. Fluoropolymer Type: Factory applied two -coat 70% Kynar resin by Arkema or 70% Hylar resin by Solvay Solexis, fluoropolymer based coating system, Polyvinylidene Fluoride (PVF -2), applied in accordance with YKK AP procedures and meeting AAMA 2605 specifications. 2. Colors: Selected by Architect from the following: a. Standard coating color charts. b. Custom coating color charts. c. Color Name and Number: D. Finishes Testing: 1. Apply 0.5% solution NaOh, sodium hydroxide, to small area of finished sample area; leave in place for sixty minutes; lightly wipe off NaOh. Do not clean area further. 2. Submit samples with test area noted on each sample. PART 3 EXECUTION 3.01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS A. Compliance: Comply with manufacturer's product data, including product technical bulletins, installation instructions, and product carton instructions. The latest installation instructions for this product are available at www.ykkap.com. 3.02 EXANIINATION A. Site Verification of Conditions: Verify conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer's instructions. 1. Verify location of preset anchors, perimeter fasteners, and block -outs are in accordance with shop drawings. 3.03 PREPARATION A. Adjacent Surfaces Protection: Protect adjacent work areas and finish surfaces from damage during product installation. 1. Aluminum Surface Protection: Protect aluminum surfaces from contact with lime, mortar, cement, acids, and other harmful contaminants. 3.04 INSTALLATION A. General: Install manufacturer's system in accordance with shop drawings, and within specified tolerances. 3.05 FIELD QUALITY CONTROL A. Manufacturer's Field Services: Upon request, provide manufacturer's field service consisting of site visit for inspection of product installation in accordance with manufacturer's instructions. 3.06 ADJUSTING AND CLEANING A. Adjusting: Adjust swing doors for operation in accordance with manufacturer's recommendations. B. Cleaning: The General Contractor shall clean installed products in accordance with manufacturer's instructions prior to owner's acceptance, and remove construction debris from project site. Legally dispose of debris. C. Protection: The General Contractor shall protect the installed product's finish surfaces from damage during construction. END OF SECTION Document Number 01- 3001 -03 This document supersedes all previous versions. CSI MASTERFORMAT SECTION NUMBER 084113 CSI MASTERFORMAT SECTION TITLE ALUMINUM - FRAMED ENTRANCES AND STOREFRONT YKK AP PRODUCT SERIES YKK AP YHS 50 FI SERIES PART 1 GENERAL Furnish all necessary materials, labor, and equipment for the complete installation of the aluminum storefront system as shown on the drawings and specified herein. 1.01 SUMMARY A. Section includes: Aluminum Storefront Systems 1. YKK AP Series YHS 50 FI Impact Resistant Storefront System (Insulated Glazing) B. Related Sections: 1. Sealants: Dow Corning® 995 Structural Silicone Sealant. 2. Glass and Glazing: Refer to Division 8 Glass and Glazing Section for glass and glazing requirements. 3. Single Source Requirement: All products listed below shall be by the same manufacturer. a. Section 08 32 13 Sliding Aluminum - Framed Glass Doors. b. Section 08 51 13 Aluminum Windows. c. Section 08 44 13 Glazed Aluminum Curtain Walls. d. Section 08 44 33 Sloped Glazing Assemblies. 1.02 SYSTEM DESCRIPTION A. Performance Requirements: Provide aluminum curtain wall systems that comply with performance requirements indicated, as demonstrated by testing manufacturer's assemblies in accordance with South Florida Building Code Test Protocols TAS 201, TAS 202 and TAS 203. 1. Air Infiltration: Completed storefront systems shall have 0.06 CFM/FT2 (1.10 m3/h•m2) maximum allowable infiltration when tested in accordance with ASTM E 283 at differential static pressure of 6.24 psf (299 Pa). 2. Water Infiltration: No uncontrolled water when tested in accordance with ASTM E 331 at test pressure differential of: 12 PSF (575 Pa) (or when required, field tested in accordance with AAMA 503). Fastener Heads must be seated and sealed against Sill Flashing on any fasteners that penetrate through the Sill Flashing. 3, Wind Loads: Completed storefront system shall withstand wind pressure loads normal to wall plane indicated: a. Exterior Walls: 1) Positive Pressure: 70 psf. 2) Negative Pressure: 70 psf. 4. Deflection: Maximum allowable deflection in any member when tested in accordance with ASTM E 330 with allowable stress in accordance with AAMA Specifications for Aluminum Structures. a. Without Horizontals: L /175 or 3/4" (19.Imm) maximum.. b. With Horizontals: L /175 or L/240 + 1/4" (6.4mm) for spans greater than 13' -6" (4.1m) but less than 40' -0" (12.2m). 5. Thermal Movement: Provide for thermal movement caused by 180 degrees F. (82.2 degrees C.) surface temperature, without causing buckling stresses on glass, joint seal failure, undue stress on structural elements, damaging loads on fasteners, reduction of performance, or detrimental effects. 1.03 SUBMITTALS A. General: Prepare, review, approve, and submit specified submittals in accordance with "Conditions of the Contract" and Division 1 Submittals Sections. Product data, shop drawings, samples, and similar submittals are defined in "Conditions of the Contract." B. Product Data: Submit product data for each type storefront series specified. C. Substitutions: Whenever substitute products are to be considered, supporting technical data, samples and test reports must be submitted ten (10) working days prior to bid date in order to make a valid comparison. C. Shop Drawings: Submit shop drawings showing layout, profiles, and product components, including anchorage, accessories, finish colors and textures. D. Samples: Submit verification samples for colors on actual aluminum substrates indicating full color range expected in installed system E. Quality Assurance / Control Submittals: 1. Test Reports: Submit certified test reports showing compliance with specified performance characteristics and physical properties. 2. Installer Qualification Data: Submit installer qualification data. F. Closeout Submittals: 1. Warranty: Submit warranty documents specified herein. 2. Project Record Documents: Submit project record documents for installed materials in accordance with Division 1 Project Closeout (Project Record Documents) Section. 1.04 QUALITY ASSURANCE A. Qualifications: 1. Installer Qualifications: Installer experienced (as determined by contractor) to perform work of this section who has specialized in the installation of work similar to that required for this project. If requested by Owner, submit reference list of completed projects. 2. Manufacturer Qualifications: Manufacturer capable of providing field service representation during construction process. 1.05 PROJECT CONDITIONS / SITE CONDITIONS A. Field Measurements: Verify actual measurements /openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays. 1.06 WARRANTY A. Project Warranty: Refer to "Conditions of the Contract" for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by an authorized company official. 1. Warranty Period: Manufacturer's one (1) year standard warranty commencing on the substantial date of completion for the project provided that the warranty, in no event, shall start later than six (6) months from the date of shipment by YKK AP America Inc. EDITOR NOTE. Longer warranty periods are available at additional cost. PART 2 PRODUCTS It is the intent of this specification to have a single source responsibility for the supply of the aluminum doors and framing systems on this project. Any deviation from the acceptable manufacturers listed below must be approved in writing by the architect at least ten (10) days prior to bid date. 2.01 MANUFACTURERS (Acceptable Manufacturers /Products) A. Acceptable Manufacturers: YKK AP America Inc. 270 Riverside Parkway, Suite A Austell, GA 30168 Telephone: (678) 838 -6000; Fax: (678) 838 -6001 1. Storefront System: YKK AP YHS 50 FI Impact Resistant Storefront System. B. Storefront Framing Systems: 1. Description: Center set, exterior flush glazed; jambs and vertical mullions continuous; head, sill, intermediate horizontal attached by screw spline joinery. Continuous and wept sill flashing. 2. Components: Manufacturer's standard extruded aluminum mullions, entrance doors, framing, and indicated shapes, perimeter anchor fillers and steel reinforcing as required. 3. Glazing: Manufacturer's standard glazing stops with EPDM glazing gaskets to prevent water infiltration at the exterior and Dow Corning® 995 Structural Silicone Sealant with fixed stops at the interior. 2.02 MATERIALS A. Extrusions: ASTM B 221 (ASTM B 221M), 6063 -T5 Aluminum Alloy. B. Aluminum Sheet: 1. Anodized Finish: ASTM B 209 (ASTM B 209M), 5005 -1-114 Aluminum Alloy, 0.050" (1.27 mm) minimum thickness. 2. Painted Finish: ASTM B 209 (ASTM B 209M), 3003 -1-114 Aluminum Alloy, 0.080" (1.95 mm) minimum thickness. 2.03 ACCESSORIES A. Manufacturer's Standard Accessories: A. Manufacturer's Standard Accessories: 1. Fasteners: Zinc plated steel concealed fasteners; Hardened aluminum alloys or AISI 300 series stainless steel exposed fasteners. 2. Glazing: Setting blocks, edge blocks, and spacers in accordance with ASTM C 864, shore durometer hardness as recommended by manufacturer; Glazing gaskets in accordance with ASTM C 864. 3. 0.050 Aluminum Sill Flashing End Dams featuring 3 point attachment. 2.04 RELATED MATERIALS (Specified In Other Sections) A. Glass: Refer to Division 8 Glass and Glazing Section for glass materials. 2.05 FABRICATION A. Shop Assembly: Fabricate and assemble units with joints only at intersection of aluminum members with uniform hairline joints; rigidly secure, and sealed in accordance with manufacturer's recommendations. 1. Hardware: Drill and cut to template for hardware. Reinforce frames and door stiles to receive hardware in accordance with manufacturer's recommendations. 2. Welding: Conceal welds on aluminum members in accordance with AWS recommendations or methods recommended by manufacturer. Members showing welding bloom or discoloration on finish or material distortion will be rejected. 2.06 FINISHES AND COLORS A. YKK AP America Anodized Plus® Finish: CODE DESCRIPTION YSIN* Clear Anodized Plus® YH3N Champagne Anodized Plus® YB1N Medium Bronze Anodized Plus® YB5N* Dark Bronze Anodized Plus® YKIN* Black Anodized Plus® YW3N White Anodized Plus® M Mill Finish * Indicates standard finish usually carried as inventory. Anodized Plus® is an advanced sealing technology that completely seals the anodic film yielding superior durability (See AAMA 612). B. Anodized Finishing: Prepare aluminum surfaces for specified finish; apply shop finish in accordance with the following: I. Anodic Coating: Electrolytic color coating followed by an organic seal applied in accordance with the requirements of AAMA 612. Aluminum extrusions shall be produced from quality controlled billets meeting AA- 6063 -T5. a. Exposed Surfaces shall be free of scratches and other serious blemishes. b. Extrusions shall be given a caustic etch followed by an anodic oxide treatment and then sealed with an organic coating applied with an electrodeposition process. c. The anodized coating shall comply with all of the requirements of AAMA 612: Voluntary Specifications, Performance Requirements and Test Procedures for Combined Coatings of Anodic Oxide and Transparent Organic Coatings on Architectural Aluminum. Testing shall demonstrate the ability of the finish to resist damage from mortar, salt spray, and chemicals commonly found on construction sites, and to resist the loss of color and gloss. d. Overall coating thickness for finishes shall be a minimum of 0.7 mils. C. High Performance Organic Coating Finish: 1. Type Factory applied two -coat 70% Kynar resin by Arkema or 70% Hylar resin by Solvay Solexis, fluoropolymer based coating system, Polyvinylidene Fluoride (PVF -2), applied in accordance with YKK AP procedures and meeting AAMA 2605 specifications. 2. Colors: Selected by Architect from the following: a. Standard coating color charts. b. Custom coating color charts. c. Color Name and Number: D. Finishes Testing: 1. Apply 0.5% solution NaOh, sodium hydroxide, to small area of finished sample area; leave in place for sixty minutes; lightly wipe offNaOh; Do not clean area further. 2. Submit samples with test area noted on each sample. PART 3 EXECUTION 3.01 MANUFACTURER'S INSTRUCTIONS / RECOMMENDATIONS A. Compliance: Comply with manufacturer's product data, including product technical bulletins, installation instructions, and product carton instructions. Latest Installation Manual can be found at www.ykkap.com. 3.02 EXAMINATION A. Site Verification of Conditions: Verify conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with manufacturer's instructions. 1. Verify location of preset anchors, perimeter fasteners, and block -outs are in accordance with shop drawings_ 3.03 PREPARATION A. Adjacent Surfaces Protection: Protect adjacent work areas and fimish surfaces from damage during product installation. 1. Aluminum Surface Protection: Protect aluminum surfaces from contact with lime, mortar, cement, acids, and other harmful contaminants. 3.04 INSTALLATION A. General: Install manufacturer's system in accordance with shop drawings, and within specified tolerances. 1. Shim and brace aluminum system before anchoring to structure. 2. Provide sill flashing at exterior storefront systems. Extend extruded flashing continuous with slice joints; set in continuous beads of sealant. 3. Verify storefront system allows water entering system to be collected in gutters and wept to exterior. Verify metal joints are sealed in accordance with the manufacturer's instructions. 4. Seal metal to metal storefront system joints using sealant recommended by system manufacturer. 3.05 FIELD QUALITY CONTROL A. Manufacturer's Field Services: Upon request, provide manufacturer's field service consisting of site visit for inspection of product installation in accordance with manufacturer's instructions. B. Field Test: Conduct field test to determine watertightness of storefront system. Conduct test in accordance with AAMA 501.2. 3.06 ADJUSTING AND CLEANING A. Adjusting: Adjust swing doors for operation in accordance with manufacturer's recommendations. B. Cleaning: The General Contractor shall clean installed products in accordance with manufacturer's instructions prior to owner's acceptance, and remove construction debris from project site. Legally dispose of debris. C. Protection: The General Contractor shall protect the installed product's finish surfaces from damage during construction. END OF SECTION 02- 3007 -02 FLORIDA I GEORGIA I TEXAS CORPORATE OFFICE 6655 Garden Road Riviera Beach, FL 33404 HTL561.881.0020 HTLTEST.COM Test Report #: 0231- 1203 -08 Specimen #: 1 - 6 Page: 13 of 23 8.3.2 Positive Load Test Results Table 8.3 provides the positive uniform static load best results for the deflection gage locations shown in Section 8.3.1. The deflection reported Is the overall deflection between three points (longest unsupported span) which accounts for support movement. Table 8.3: Positive Uniform Static Load Test Results Specimen # Gage Location Load s Defl ection (in.) Permanent Set in. Measured Allowed Measured Allowed B +52.50 0.382 0.600 0.001 0.216 +70.00 0.511 0.600 0.001 0.216 +105.00 0.001 N/A 99.74 0.216 E +52.50 0.354 0.600 0.000 0.216 +70.00 0.487 0.600 0.001 0.216 +105.00 0.000 N/A 100.00 0.216 1 H +52.50 0.170 0.467 0.002 0.168 +70.00 0.230 0.467 0.000 0.168 +105.00 0.002 N/A 99.12 0.168 1 +52.50 0.206 N/A 0.008 0.336 +70.00 0.275 N/A 0.012 0.336 +105.00 0.008 96.12 0.336 2 C +42.83 0.513 0.000 0.240 +57.10 0.666 t 0.001 0.240 +85.65 1.021 0.006 0.240 G +42.83 0.495 0.667 0.004 0.240 +57.10 0.664 0.667 0.005 0.240 +85.65 1.009 N/A 0.011 0.240 1 +42.83 0.169 0.467 0.007 0.168 +57.10 0.230 0.467 0.004 0.168 +85.65 0.374 N/A 0.002 0.168 L +42.83 0.144 N/A 0.006 0.336 +57.10 0.198 N/A 0.007 0.336 +85.65 0.314 N/A 0.008 0.336 3 B +37.50 0.356 0.667 0.007 0.240 +50.00 0.500 0.667 0.009 0.240 +75.00 0.776 N/A 0.015 0.240 5 B +52.50 0.400 0.667 0.000 0.240 +70.00 0.532 0.667 0.004 0.240 +105.00 0.819 N/A 0.011 0.240 E +52.50 0.397 0.667 0.001 0.240 +70.00 0.540 0.667 0.008 0.240 +105.00 0.821 N/A 0.008 0.240 6 B +52.50 0.381 0.667 0.003 0.240 +70.00 0.498 0.667 0.008 0.240 +105.00 0.744 N/A 0.013 0.240 ENGINEER OF RECORD 0__� 711312ON REPORT WRITER 7/1 9 1 GEORGIA I TEXAS CORPORATE OFFICE 6655 Garden Road Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM Test Report #: 0231 - 1203 -08 Specimen #: 1- 6 Page: 12 of 23 Figure 8.3: Deflection Gage Locations Uniform Static Load Test — Specimens 3 & 5 B Figure 8.4: Deflection Gage Locations Uniform Static Load Test — Specimen 6 ENGINEER OF RECORD V(��' 7/13/2009 REPORT WRITER 7/13/2009 9 FLORIDA I GEORGIA I TEXAS Test Report #: 0231- 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 11 of 23 Riviera Beach, FL 33404 HTL561.881.0020 HTLTFST.COM 8.3 Uniform Static Load Test 8.3.1 Deflection Gage Locations Figures 8.1 through 8.4 show the deflection gage locations for the uniform static load test Figure 8.1: Deflection Gage Locations Uniform Static Load Test — Specimen 1 Figure 8.2: Deflection Gage Locations Uniform Static Load Test — Specimen 2 ENGINEER OF RECORD RE RIFER 7/13/2009 7/13/2009 9 I GEORGIA I TEXAS CORPORATE OFFICE 6655 Garden Road Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 8.0 TEST RESULTS 8.1 Air Infiltration Test 8.1.1 Results — Air Infiltration Test Table 8.1 provides the test results of the air infiltration test. Table 8.1: Air Infiltration Test Results Test Report #: 0231- 1203 -08 Specimen #: 1- 6 Page: 10 of 23 Specimen # Test Pressure Measured cfm/ Allowed cfrn 1 Doors +1.57 0.089 0.40 +6.24 0.281 NIA 1 Storefront — w/o doors +1.57 0.004 N/A +6.24 0.025 0.06 2 Doors +1.57 0.027 0.40 +6.24 0.033 N/A 2 Storefront —w/o doors +1.57 0.001 N/A 1 +6.24 1 <0.001 1 0.06 8.1.2 Conclusion — Air Infiltration Test HTL observed a measured air infiltration less than the allowed air infiltration through the test specimen; as such, these test specimens satisfy the requirements of ASTM E 283 and TAS 202. 8.2 Water Infiltration Test 8.2.1 Results — Water Infiltration Test Table 8.2 provides the results for the water infiltration test conducted per the requirements of ASTM E 331 and TAS 202. Table 8.2: Water Infiltration Test Results Specimen Test Pressure Spray Rate Test Duration Conclusion # h ftz minutes 1&2 Storefront — w/o doors 12 5.0 15 No Entry 8.2.2 Conclusion — Water Infiltration Test HTL observed zero (0) water infiltration through these test specimens; as such, these test specimens satisfy the requirements of ASTM E 331 and TAS 202. ENGINEER OF RECORD 7/13/2009 REPORT WR]TER 7/13/2009 FLORIDA I GEORGIA 1 TEXAS Test Report #: 0231 - 1203 -08 7 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 9 of 23 Riviera Beach, FL 33404 HTIL561.881.0020 HTLTEST. COM 7.0 TEST SEQUENCE Table 7.1 provides a summary of the test sequence for each test specimen tested. Table 7.1: Test Sequence Test Specimen 1 Test Specimen 2 Test Specimen 3 Test Specimen 4 1. Air Infiltration Test 1. Air Infiltration Test 1. Positive Pre -Load 1. Small Missile Impact (Doors) (Doors) 2. Positive Design Load 2. Positive Cyclic Load 2. Air Infiltration Test 2. Air Infiltration Test 3. Positive Overload 3. Negative Cyclic Load (Storefront - without (Storefront - without 4. Negative Pre -Load doors) doors) 5. Negative Design Load 3. Positive Pre -Load 3. Positive Pre -Load 6. Negative Overload 4. Positive Design Load 4. Positive Design Load 7. Large Missile Impact 5. Negative Pre -Load 5. Negative Pre -Load 8. Positive Cyclic Load 6. Negative Design Load 6. Negative Design Load 9. Negative Cyclic Load 7. Water Infiltration Test 7. Water Infiltration Test (Storefront) (Storefront) 8. Positive Overload 8. Positive Overload 9. Negative Overload 9. Negative Overload 10. Large Missile Impact 10. Forced Entry Resistance 11. Positive Cyclic Load 11. Small Missile Impact 12. Negative Cyclic Load 12. Positive Cyclic Load 13. Negative Cyclic Load Test Specimen 5 Test Specimen 6 1. Positive Pre -Load 1. Positive Pre -Load 2. Positive Design Load 2. Positive Design Load 3. Positive Overload 3. Positive Overload 4. Negative Pre -Load 4. Negative Pre -Load 5. Negative Design Load 5. Negative Design Load 6. Negative Overload 6. Negative Overload 7. Large Missile Impact 7. Large Missile Impact 8. Positive Cyclic Load 8. Positive Cyclic Load 9. Negative Cyclic Load 9. Negative Cyclic Load ENGIN R OF RECORD REPO R 7113/2009 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road page: 8 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 5.8 Sealants Used Table 5.5 provides a summary of the sealants used in each test specimen Table 5.5: Sealant Details Location Sealant Description Perimeter Sealant Tremco@ Spectrem 2® silicone sealant Frame Joint Sealant Tremco ®S ectrem 2® silicone sealant Glazing Sealant Dow Comin R 995 Silicone Sbvctural Glazing Sealant 6.0 PRODUCT INSTALLATION Table 6.1 provides a detailed summary of the product installation. The rough opening allowed for a 3/8" shim space at the head and jambs. Each anchor into wood had a minimum embed depth of 1 -1/2" inches. All fastener heads were seated using Tremcop Spectrem 28 silicone sealant. Table 6.1: Product Instailatinn retails Elevation # Substrate Location . Fastener Description Fastener Schedule 1&2 N/A Left Jamb 0 None used N/A 1 Wood Right Jamb 8 5/16" x 5" Ta cons 5 -1/2" from each end and at 15" maximum on center thereafter 2 Wood Right Jamb 9 1/4" x 5" Ta cons 1 Wood Sill Flashin 6 5/16" x 2" Ta cons — 1 -1/2 "1 4-1/2" and 7 -1/2" on either side of the centerline of the door leaves 2 Wood Threshold 6 1/4" x 2" Ta cons 1 Wood Sill Flashing 18 5/16" x 2" Ta cons 1 -1/2", 4 -1/2" and 7 -1/2" from each vertical Head 18 16w x 3" Tapcons 2 Wood Sill Flashing 18 _W 1/4" x 2" Tapcons Head 18 1/4" x 3" Tapcons 3 4 5& 6 N/A Jambs 0 None used N/A 3 Wood Sill Flashing 12 1/4" x 2" Tapcons 1-1/2" and 4-1 2" from each vertical Head 12 1/4"' x 3" Tapcons 1-1/2" and 4-1/2" from each vertical 4&5 Steel Sill Flashing 12 1/4" x 2" Elco® DHIFlex® 1 -1/2" and 4-1/2" from each vertical Head 12 1/4" x 3" Elco® DriiFlex 6 Steel Sill Flashing 8 t 1/4" x 2" Elco® DrilFlex® Head 8 1 114" x 3" Elw@ DrilFlex® ENGINEER OF RECORD vj--It� 7/13/2009 REPORT WRITER 7/13/2009 7 I GEORGIA I TEXAS Test Report #: 0231- 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 7 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 5.5 5.6 Elevation # Location Glazin Material T Sheet Glass Bite 5 1 Al storefront 5 9/16" 1 B1 storefront 1 Ci storefront 6 2 Ci storefront 6 916° Hardware YKK standard hardware was utilized on Elevations 1 and 2. Weather Stripping Table 5.3 provides a summary of the weather stripping used in the test specimens. Table 5.3: Weather Stripping Details Elevation # Location Description 1 & 2 Threshold adjacent to Interior of door bottom rail Dual durometer PVC bulb gasket (Part # E2 -0051) 1 & 2 Frame lambs adjacent to interior of door stile 1 Intermediate horizontal adjacent to interior of door top rail 1&2 Double row on intermediate horizontal adjacent to door top rails Pile weatherstrip (Part # E2 -0062) 1&2 Active lock stile adjacent to inactive leaf 18& 2 Exterior of Inactive lock stile adjacent to active leaf pile weatherstrip (Part # E2 -0087) 2 Interior of inactive lock stile adjacent to active leaf 1 Interior of inactive lock stile adjacent to active leaf Silicone rubber astragal gasket Part # E2 -0093 6 Double row in female expansion mullion Silicone rubber astragal gasket Part # K2 -2441 5.7 Weep Holes Table 5.4 provides a summary of the weep holes used in the test specimens. Table 5.4: WeeD Hole Details Elevation # Location Spacing Descri tion All Sill flashing Two (2) per location, two (2) per bay, spaced 8" away from each vertical frame member 3/8" diameter weeD hole 1 Door threshold Three (3) per location, spaced 2" from each end and 2" six 6 total 1/4" diameter weep hole Sill flashing @ doors ..apart Three 3 per location adjacent to weep holes in threshold EN EER OF RECORD REPORT WRITER 7/13/2009 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 6 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM Glass Type G1: 1 -5/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/a" heat strengthened glass - 112" air space - 1/4" heat strengthened glass - 0.060" Soluda Saflex& PVB Interiayer (Miami -Dade NOA #06 -0216.06) - 1/4" heat strengthened glass 5.4.2 Glazing Method Each glass lite was glazed using the following (typical) procedures: 5.4.2.1 Fixed Lites (Elevations 1. 3, 5-&j6 Interior Side: Using continuous strips of EPDM spacer gasket (Part #E2 -0084) followed by a 1/4" x 7116" continuous bead of Dow Coming& 995 Silicone Structural Glazing Sealant Exterior Side: Using continuous strips of EPDM wedge gasket (Part #E2 -0083) 5.4.2.2 Fixed Lites (Elevations 2 & 4) Interior Side: Using continuous strips of EPDM dry glaze gasket (Part #E2 -0088) Exterior Side: Using continuous strips of EPDM wedge gasket (Part #E2 -0083) 5.4.2.3 Doors Interior Side: using a single row of 1/4" x 7/16" EPDM spacer gasket (Part #E2 -0085) followed by a 1/4" x 1/2" continuous bead of Dow Corning® 995 Silicone Structural Glazing Sealant Exterior Side: Using continuous strips of EPDM wedge gasket (Part #E2 -0083) 5.4.3 Daylight Opening and Glass Bite Table 5.2 provides the quantity and type of glass lites for each mock -up. The table also indicates which sheet of YKK AP AMERICA, INC.'s drawing # MU -YHS 50 to see for the glass type location and the daylight opening of each mock -up. Table 5.2: Glass TVDe Details Elevation # Glazing Material Type Sheet Glass Bite 1 1 Ci storefront 1 9/16" 1 Al (storefront) 1 1 B1 storefront 1 2 A doors 1 2 1 G1 storefront 2 9/16" 2 Fi storefront 2 2 A doors 2 3 2 D1 storefront 3 9/16" 1 El storefront 4 1 Fl storefront 4 9/16" 2 G1 storefront ENGINEER OF RECORD 7/13/2009 REPORT WRITER 7/13/2009 7 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 5 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM Glass Type Al: 1- 5/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1/2" air space - 1/4" heat strengthened glass - 0.075" Solutia Vanceva"m composite interlayer (Miami -Dade NOA #08 -0520.08) - '/4" heat strengthened glass Glass Type B1: 1-5/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1/2" air space - 1/4" heat strengthened glass - 0.090" DuPont SenbyGlas® Plus ionopiast intetlayer (Miami -Dade NOA #07- 1116.04) - 1/4" heat strengthened glass Glass Type Cl: 9116" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1 /2" air space - 1/4" heat strengthened glass - 0.100" Solutia Saflex® HP PVB Interlayer (Miami -Dade NOA # 08- 0206.01) - 1/4" heat strengthened glass Glass Type D1: 1 -5/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1/2" air space - 1/4" heat strengthened glass - 0.090" DuPont Butacite® PVB Interlayer (Miami -Dade NOA #05- 1208.02) - 1/4" heat strengthened glass Glass Type E1: 9/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1 /2" air space - 1/4" heat strengthened glass - 0.090" Solutia Saflexp PVB Interiayer (Miami -Dade NOA #06- 0216.06) - 1/4" heat strengthened glass Glass Type F1: 1 -5/16" thick (nominal) insulated laminated glass consisting of the following components: - 1/4" heat strengthened glass - 1/2" air space - 1/4" heat strengthened glass - 0.060" DuPont Butadtep PVB Interlayer (Miami -Dade NOA #05- 1208.02) - 1/4" heat strengthened glass ENGINEER OF RECORD V44t-_ 7/13/2009 REPORT WRITER <f� 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231-1203-6i- CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 4 of 23 Riviera Beach, FL 33404 561.881.0020 Ii7LTEST.COM 5.1.3 Threshold Assembly (Elevation 1) The threshold attachment (Part # E9-0503) was secured to the threshold (Part # E9 -0502) using seven (7), #10 x 1 /2" FH SMS. 5.1.4 Frame Joint Sealant Each frame joint was sealed using a bead of Tremco® Spectrem 2® silicone sealant 5.1.5 Glass Stops The removable glass stops were slide fit to the adjacent framing member. 5.1.6 Anchor Fillers There was one (1), 9" long anchor filler (Part #Ei -1073) located at each end of each head and sill member. These anchor fillers were snap assembled to the adjacent framing member. The 2- 1/2" long anchor fillers used at the jambs (Part # E1 -1068 - Elevations 1 & 2 only) were snap -fit to the adjacent frame member at each anchor location. 5.1.7 Mullion /Jamb Fillers The doorjamb mullion (Part # E9 -0656) and intermediate mullion /jamb (Part # E9 -0655) filters were snap fit to the adjacent framing member. These fillers were additionally secured using a single row of fasteners [ #10 x 1" FH MS (Type F) for Part # E9 -0656 and #10 x 1/2" FH MS (Type F) for Part # E9 -0655] spaced 9" on center. 5.1.8 Pocket Filler @ Transom The pocket filler (Part # E9 -0515) was snap fit to the door jamb mullion. 5.2 Operable Leaf Construction There was a pair YKK 35H Entrance Doors installed into the right bay of Elevations 1 and 2 in accordance with YKK's published installation instructions. HTL verified the door construction per YKK AP AMERICA, INC.'s drawing # MU -YHS 50 (sheets 9 and 10) located in Appendix A. 5.3 Reinforcement (Elevation 6,) The intermediate mullion assembly was reinforced with a 118" x 4" x 113 -3/8" (long) steel bar. This steel bar was attached to the female expansion mullion using a double row of 1/4 -20 x 3/4" HWH MS (Type F) spaced @ 9" on center - (staggered). 5.4 Glazina Details 5.4.1 Glazing Materials Glass Type A: 9/16" thick (nominal) laminated glass consisting of the following components: 1/4" heat strengthened glass 0.075" Solutia VancevaTM composite interlayer (Miami -Dade NOA #08 -0520.08) '/4" heat strengthened glass ENGINEER OF RECORD AV'r- 7/13/2009 REPORT WRITER 7/13/2009 9 I GEORGIA I TEXAS Test Report #: 0231- 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 3 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 5.0 PRODUCT DESCRIPTION 5.1 Frame Construction The framing members were fabricated using the aluminum extrusions defined in Table 5.1. Table 5.1: Aluminum Extrusion Details Description Part # Overall Cross - Section AJ12)LTem22r Frame Head Jambs E9 -0651 5.000" x 2.500" x 0.079" 6063 -T6 Sill Flashing E9 -0619 2.500" x 5.000" x 0.091" 6063 -T5 Frame Sill E9 -0652 4.969" x 2.500" x 0.079" 6063 -T5 Threshold Elevation 1 E9 -0502 5.323" x 0.875" x 0.110" 6063 -T5 Threshold Attachment Elevation 1 E9 -0503 3.512" x 0.433" x 0.110" 6063 -T5 Threshold Elevation 2 E9 -0487 4.500" x 0.504"x 0.110" 6063 -T5 Intermediate Horizontal E9 -0517 4.969" x 3.000" x 0.094" 6063-T5 Left Jamb Intermediate Mullion E9 -0654 2.500" x 5.000" x 0.091" 6063 -T6 Door Jamb Mullion E9 -0504 3.000" x 5.000" x 0.197" 6063 -T6 Door Jamb Mullion Filler E9 -0656 1.390" x 3.898" x 0.079" 6063 -T5 Female Expansion Mullion Elevation 6 E9 -0688 1.281" x 5.000" x 0.091" 6063 -T6 Male Expansion Mullion Elevation 6 E9 -0689 1.875" x 5.000" x 0.091" 6063 -T6 Intermediate Mullion Jamb Filler E9 -0655 0.799" x 3.898" x 0.079" 6063 -T5 Glass Stops @ Sill . E9 -0658 1.630" x 1.437" x 0.047' 6063T5 Exterior Glass Stop @ Transom E9 -0506 0.874" x 1.000" x 0.047" 6063 -T5 Pocket Filler @ Transom E9 -0515 1.039" x 3.514" x 0.059" 6063 -T5 Anchor Filler @ Head & Sill E1 -1073 0.886" x 3.898" x 9.000" long 6063 -T5 Anchor Filler @ Jambs E1 -1068 0.886" x 3.898" x 2.500" long 6063 -T5 5.1.1 Typical Frame Comer'Construction At each frame corner, the vertical frame member ran through while the horizontal frame member ends were square cut, butted, and mechanically fastened to the vertical using four (4), #12 x 1- 1/4" PH SMS (Type AB). At the door frame members the corners were fastened using # 12 x 1" PH SMS (Type AB) fasteners, three (3) at the transom bar (Elevations 1 and 2) and two (2) at the threshold (Elevation 1 only). 5.1.2 Sill Flashing The first step In the assembly of the overall sample was to place a continuous sill flashing (Part # E9 -0619) across the entire width of the opening. This extrusion was notched or modified at the door locations. A continuous perimeter bead of Tremco@ Spectrem 2@ silicone sealant was applied on both the exterior side and centerline of the sill flashing. Each frame sill was attached to the sill flashing using two (2), #14 x 1 -1/2" PH SMS (Type AB) spaced 1 -1/2" and 3" from each vertical. The threshold on Elevation 1 was attached to the sill flashing using eight (8), #14 x 1 /2" PH SMS (Type AB). These fasteners were spaced 1 -1/2" and 3" from each door frame Jamb and on each side of the door centerline. A continuous bead of Tremco® Spectrem 2@ silicone sealant was applied in the raceway (or interior leg of the modified extrusion on Elevation 1) of the sill flashing prior to overall frame assembly. NOTE: There was an end dam (Part # Ei- 1050 attached to each end of the sill flashing using two (2), #12 x 5/8" PH SMS. ENGINEER OF RECORD REPORT WRITER 711312 09 7/1312009 9 I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1- 6 6655 Garden Road Page: 2 of 23 Riviera Beach, FL 33404 561.881.0020 HTLTEST.COM 4.3 Performance Class: Table 4.1 provides the performance class for each specimen number. 4.4 Overall Size & Configuration: 4.5 Quantity & Size of Operable Leaves: 4.6 4.7 Table 4.1: Specimen Performance Class Elevation SDedmen # Performance Class 1 5& 6 1 5& 6 +70.00/-70.00 psf Design Pressure 2 2 +57.10/-55.00 psf Design Pressure 3 3 +%00/-50.00 psf Design Pressure 4 4 +57.10 -57.10 psf Design Pressure Table 4.2 provides the overall size for each mock-up/specimen number. The table also indicates which sheet of YKK AP AMERICA, INC.'s drawing # MU -YHS 50 to see for the configuration of each mock -up. Table 4.2: Specimen Overall Size Elevation Specimen # Overall Size Sheet 1 1 209" w x 108" h 1 2 2 209" w x 120" h 2 3 3 92-1/2" w x 120" 3 4 4 164-1/2- w h 4 5 5 �1200" 128 -1 2" w 0" h 5 6 6 110 -3 4" w " h 6 Table 4.3 provides the quantity and size of the door leaves for each mock -up /specimen number. Table 4.3: Door Leaf Quantity & Size Elevation Se2cimen # # of Leaves Leaf Size Nominal 1 1 2 42" w x 84" h 2 2 2 42" w x 84" h 345 &6 345 &6 None NA Drawing: This test report is incomplete if not accompanied by YKK AP AMERICA, INC.'s drawing # MU YHS 50 (sheets 1 through 19) bearing the ink stamp of Hurricane Test Laboratory, LLC. Sample Source: Samples provided by YKK AP AMERICA, INC. ENGINEER OF RECORD 41�_ 7/13/2009 REPORT WRITER 7/13/2009 FLORIDA I GEORGIA I TEXAS Test Report #: 0231 - 1203 -08 CORPORATE OFFICE Specimen #: 1 - 6 6655 Garden Road Page: 1 of 23 Riviera Beach, FL 33404 � 561.881.0020 HTLTEST.COM YKK AP AMERICA, INC. YHS 50 FI Storefront w /35H Door Test Report #: 0231- 1203 -08 1.0 MANUFACTURER'S IDENTIFICATION 1.1 Name of Applicant: YKK AP AMERICA, INC. 332 Firetower Road Dublin, Georgia 31021 Voice: (478) 277 -2549 Fax: (478) 277 -2500 1.2 Contact Person: Shane Tanner /Chris Moody 2.0 LABORATORY IDENTIFICATION 2.1 HTL Test Notification: HTLO8050 2.2 HTL Lab Certifications: Miami -Dade County (05- 1014.01); Florida Building Code; (TST1527); IAS (TL -244); AAMA; WDMA; Keystone Certificate; Texas Department of Insurance 3.0 SCOPE OF WORK 3.1 Introduction YKK AP AMERICA, INC. retained HTL, LLC to conduct Florida Building Code standard testing on their YHS 50 FI Storefront w /35H Door system. 3.2 Report Information Table 3.1 provides the test dates for each mock -up and specimen number. Table 3.1: Specimen Test Dates Elevation S men # Test Date 1 1 1/5/09 — 1/8/09 2 2 121608 - 121808 3 3 1/6/09 — 3/25/09 4 4 121608 - 121708 5 5 1509 -12109 6 6 121708 - 121808 4.0 PRODUCT IDENTIFICATION 4.1 Product Type: Storefront (with and without Door) 4.2 Model Designation: YHS 50 FI Storefront w /35H Door ENGINEER OF RECORD Vinu J. Abr ham, P.E. FL Reg. #53820 7/13/2009 Z RE RIFER ela Abramczyk 7/13/2009 > YHS 50 F1 Impact Resistant and Blast Mitigation Storefront System Specifications 1.01 SUMMARY A. Section includes: Aluminum Storefront Systems 1. YKK AP Series YHS 50 A Impact Resistant Storefront System (Insulated Glazing) B. Related Sections: 1. 08410 35H Impact Resistant Heavy Duty Swing Doors. 2. Glass: Contact YKK AP for approved glass types. 3. Glazing: Dow Corning® 995 Structural Silicone for large missile. 1.02 SYSTEM DESCRIPTION A. Performance Requirements: Provide aluminum storefront systems that comply with performance requirements indicated, as demonstrated by testing manufacturers assemblies in accordance with Florida Building Code Protocol TAS -201, TAS -202 and TAS -203. 1. Air Infiltration: Completed storefront systems shall have 0.06 CFM /FT2 (1.10 m3 /h.m2) maximum allowable infiltration when tested in accordance with ASTM E 283 at differential static pressure of 6.24 psf (299 Pa). 2. Water Infiltration: No uncontrolled water when tested in accordance with ASTM E 331 (or when required, field tested in accordance with AAMA 503) at test pressure differential of: 12 PSF (575 Pa). Fastener Heads must be seated and sealed against Sill Flashing on any fasteners that penetrate through the Sill Flashing. 3. Wind Loads: Completed storefront system shall withstand wind pressure loads normal to wall plane indicated: a. Exterior Walls: 1) Positive Pressure: 70 psf. 2) Negative Pressure: 70 psf. 4. Deflection: Maximum allowable deflection in any member when tested in accordance with ASTM E 330 with allowable stress in accordance with AAMA Specifications for Aluminum Structures. a. L/175 or 3/4" (19.1mm) maximum. 5. Thermal Movement: Provide for thermal movement caused by 180 degrees F. (82.2 degrees C.) surface temperature, without causing buckling stresses on glass, joint seal failure, undue stress on structural elements, damaging loads on fasteners, reduction of performance, or detrimental effects. 2.01 MANUFACTURERS A. Acceptable Manufacturers: YKK AP America Inc. 1. Storefront System: YKK AP YHS 50 FI Impact Resistant Storefront System. B. Storefront Framing Systems: 1. Description: Center set, exterior flush glazed; jambs and vertical mullions continuous; head, sill, intermediate horizontal attached by screw spline joinery. Continuous and wept sill flashing. 2. Components: Manufacturer's standard extruded aluminum mullions, entrance doors, framing, and indicated shapes, perimeter anchor fillers and steel reinforcing as required. 3. Glazing: Manufacturer's standard glazing stops with EPDM glazing gaskets to prevent water infiltration at the exterior and Dow Corning 995 Structural Silicone Adhesive with fixed stops at the interior for large missile. EPDM interior gasket for small missile and non - impact applications. 2.02 MATERIALS A. Extrusions: ASTM B 221 (ASTM B 221M), 6063 -T5 and 6063 -T6 Aluminum Alloy. 2.03 ACCESSORIES A. Manufacturer's Standard Accessories: 1. Fasteners: Zinc plated steel concealed fasteners; Hardened aluminum alloys or AISI 300 series stainless steel exposed fasteners. 2. Glazing: Setting blocks, edge blocks, and spacers in accordance with ASTM C 864, shore durometer hardness as recommended by manufacturer; Glazing gaskets in accordance with ASTM C 864. 3. 0.050 Aluminum Sill Flashing End Dams must have 3 point attachment. 2.06 FINISHES A. Anodic Coating: Electrolytic color coating followed by an organic seal applied in accordance with the requirements of AAMA 612. B. High Performance Organic Coating Finish: Type Factory applied two -coat 70% Kynar resin by Arkema or 70% Hylar resin by Solvay Solexis, fluoropolymer based coating system, Polyvinylidene Fluoride (PVF -2), applied in accordance with YKK AP procedures and meeting AAMA 2605 specifications. For additional information on architectural aluminum products offered by YKK AP America Inc. visit our web site at www.ykkap.com. 02012 YKK AP America Inc. is a subsidiary of 49 YKK Corporation of America. 02- 5007 -02 6�( 2009 IECC COMcheck Software Version 3.9.0 Envelope Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site. 23 TYBRISSA TYBEE ISLAND, GA R co MAR 13 2014 Sd DEPT. OF BUILDING SAFETY & REGULATORY SERVICES Owner /Agent: Designer /Contractor: MARK BOSWELL BOSWELL DESIGN Section 2: General Information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Building Type for Envelope Requirements: Non - Residential Vertical Glazing / Wall Area Pct.: 9% Activity T Floor Area Office 6300 Section 3: Requirements Checklist Envelope PASSES: Design 2% better than code. Climate-Specific Requirements: �Z�l ':;Of L- TT'910 -ro I AP- o7ni I, -a j Component Name /Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U- Factor U- Factorial Perimeter Koot is Metal Building, Standing Seam 6300 0.0 1 9 0 0.051 0.055 Exterior Wall 1: Metal Building Wall 1700 1JQ 13.0 0.046 0.093 Window 1: Metal Frame:Double Pane with Low -E, Clear, SHGC 240 — 0.280 0.24, PF 3.00 0.750 Window 2: Metal Frame:Double Pane, Clear, SHGC 0.27, PF 100 240 — – 0280 Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, SHGC 105 — — 0.500 0.750 1.100 1.00, PF 3.00 Exterior Wall 2: Metal Building Wall 1700 13.0 13.0 0.046 0.093 Door 2: Insulated Metal, Swinging 42 — - 0.500 0.700 Exterior Wall 3: Metal Building Wall 1672 13.0 13.0 0.046 0.093 Exterior Wall 4: Metal Building Wall 1672 13.0 1`3_0 0.046 0.093 Floor 1: Slab- On- Grade:Unheated 6300 — -_ — — (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: M/1 - All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. R12. Windows, doors, and skylights certified as meeting leakage requirements. � /Component R- values & U- factors labeled as certified. LJx• No roof insulation is installed on a suspended ceiling with removable ceiling panels. ther' components have supporting documentation for proposed U- Factors. 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Project Title: ISLAND STYLES Report date: 03/12114 Data filename: D:\Data \ENGINEERING\TYBEE ISLAND PROJECTS \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 1 of 2 Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. U', 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. MASZ-V- jpot� t�it,� _�� , 1�0-Q I Name - Title Signature Date Project Title: ISLAND STYLES Report date: 03/12/14 Data filename: D:\Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLESUSLAND STYLES \ISLAND STYLESUSLAND STYLES COM CHECK.cck Page 2 of 2 ��%t1l COMcheck Software Version 3.9.0 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: Owner /Agent: 23 TYBRISSA MARK BOSWELL TYBEE ISLAND, GA BOSWELL DESIGN Section 2: General Information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Building Type for Envelope Requirements: Non - Residential Vertical Glazing / Wall Area Pct.: 9% Activity Type(s) Office Floor Area 6300 Section 3: Requirements Checklist Climate - Specific Requirements: Component Name /Description Roof 1: Metal Building, Standing Seam Exterior Wall 1: Metal Building Wall Window 1: Metal Frame :Double Pane with Low -E, Clear, SHGC 0.24, PF 3.00 Window 2: Metal Frame:Double Pane, Clear, SHGC 0.27, PF 3.00 Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, SHGC 1.00, PF 3.00 Exterior Wall 2: Metal Building Wall Door 2: Insulated Metal, Swinging Exterior Wall 3: Metal Building Wall Exterior Wall 4: Metal Building Wall Floor 1: Slab-On-Grade: U n heated Designer /Contractor: Gross Area or Perimeter Cavity R -Value Cont. R -Value Proposed U- Factor Budget U- Factor(a) 6300 0.0 J 9.0 0.051 0.055 1700 13.0 --^ 0.046 0.093 240 -- 0.280 0.750 240 -- 0.280 0.750 105 -- -- 0.500 1.100 1700 13.0 13.0 0.046 0.093 42 0.500 0.700 1672 13.0 13.0 0.046 0.093 1672 X13 .00 1�� 3.0 0.046 0.093 6300 -- -- (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 13/1 " All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. &rl. Windows, doors, and skylights certified as meeting leakage requirements. Component R- values & U- factors labeled as certified. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Vthen' components have supporting documentation for proposed U- Factors. 66---'Ion,sulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Project Title: ISLAND STYLES Report date: 03/12/14 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES COM CHECK.cck Page 1 of 2 < Stair, elevator shaft vents, and outdoor air intake and exhaust openings in the buildir, /elope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. MRS2 -k &dam eU_ P � : J>'lo� _4 l A_ 3_ Name -Title Signature Date Project Title: ISLAND STYLES Report date: 03/12/14 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 2 of 2 Jerris Bryant From: Mark Boswell <lahbos @bellsouth.net> Sent: Friday, March 07, 2014 6:00 AM To: WALT @ROCKBYINC.COM; Billy; Jerris Bryant Subject: Island Styles retrofit insulation Attachments: retro rider flyer.pdf Walt, I think we need to retrofit the ceiling with something like this. I'm not saying we have to use this product but I'm thinking something along these lines. no matter what we do, we need to submit to Tybee for their prior approval or acceptance prior to installation. Billy said he had a lot of R -19 we could use. if we used the R -19 and matched the balance with R -19 we would not have to purchase an entire ceiling of R -11 and have an R -38 ceiling instead of an R -30. please coordinate with billy to see which would be best and how much R -19 he has that we could use. thanks Bos Mark Jerris Bryant From: Mark Boswell <lahbos @bellsouth.net> Sent: Friday, March 07, 2014 6:03 AM To: Billy; WALT @ROCKBYINC.COM; Jerris Bryant Subject: Fw: Island Styles retrofit insulation Attachments: retro rider flyer.pdf forgot to mention that tybee will not require the thermal blocks when we retrofit R11 or R19. - - - -- Forwarded Message - - - -- From: Mark Boswell <lahbos @bellsouth.net> To: "WALT @ROCKBYINC.COM" <WALT@ROCKBYINC.COM >; Billy <billynavon@yahoo.com >; Jerris Bryant <jbryant @cityoftybee.org> Sent: Friday, March 7, 2014 6:00 AM Subject: Island Styles retrofit insulation Walt, I think we need to retrofit the ceiling with something like this. I'm not saying we have to use this product but I'm thinking something along these lines. no matter what we do, we need to submit to Tybee for their prior approval or acceptance prior to installation. Billy said he had a lot of R -19 we could use. if we used the R -19 and matched the balance with R -19 we would not have to purchase an entire ceiling of R -11 and have an R -38 ceiling instead of an R -30. please coordinate with billy to see which would be best and how much R -19 he has that we could use. thanks Bos Mark BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SA VANNAH, GEORGIA 3141 O 912-897-6932 LAHBOS@BELLSOUTH. NET February 24, 2014 To: Ray Hord Tybee Island Inspections Department Tybee Island, Georgia 31328 Re: Roof Insulation Island Styles 23 Tybrissa Tybee Island, Georgia Ray, At your request, we have reviewed the cut sheet and letters supplied to us by Rockby for our review and approval of the insulation used in the roof of the project. As per table 502.2(2) of the 2009 Commercial Energy Code, we will accept R -19 insulation if the construction did include thermal blocks in the roof construction. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e -mail to lahbosna bellsouth.net or fax to 897 -2287. Sincerely, Mark Boswell FTT BY CONSTRUCTION 251 -B RIVERVIEW DRIVE SAVANNAH, GEORGIA 31404 (912) 443 -3001 ROCKBYINC.COM Mr. Ray Hord Building Inspections City of Tybee Island Mr. Hord- This letter is to verify we install R -19 insulation in the below the standing seam roof at 23 Tybrisa, Tybee Island, GA, per 2009 IECC. The roof was installed using the HW -232 clips to accommodate the thicker insulation and allow room for thermal blocking, which creates the required thermal break. Best Regards, Matt Byrd Member National Sou Lwing BHUOILMDE ERS IL■ w■■ w Association ACC l I A T I 1 1 e�(,COMcheck Software Version 3.9.0 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: Owner /Agent: Designer /Contractor: 23 TYBRISSA MARK BOSWELL TYBEE ISLAND, GA BOSWELL DESIGN Section 2: General Information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Building Type for Envelope Requirements: Non - Residential Vertical Glazing / Wall Area Pct.: 9% Activity Typejs) Floor Area Office 6300 I Section 3: Requirements Checklist Envelope . code. Climate- Specific Requirements: Component Name /Description Gross Cavity Cont. Proposed Budget Area or R -Value R -Value U -Fac or U- Factor(a) Perimeter Roof 1: Metal Building, Standing Seam 6300 0.0 19.0 0.051 0.055 Exterior Wall 1: Concrete Block:8 ", Solid Grouted,Medium Density, 1700 19.0 19.0 0.037 0.151 Furring: Metal Window 1: Metal Frame:Double Pane with Low -E, Clear, SHGC 240 — -- 0.280 0.750 0.24, PF 3.00 Window 2: Metal Frame:Double Pane, Clear, SHGC 0.27, PF 3.00 240 — – 0.280 0.750 Door 1: Glass (> 50 %glazing):Metal Frame, Entrance Door, SHGC 105 -- — 0.500 1.100 1.00, PF 3.00 Exterior Wall 2: Concrete Block:8 ", Solid Grouted,Medium Density, 1700 19.0 19.0 0.037 0.151 Furring: Metal Door 2: Insulated Metal, Swinging 42 -- -- 0.500 0.700 Exterior Wall 3: Concrete Block:8 ", Solid Grouted,Medium Density, 1672 19.0 19.0 0.037 0.151 Furring: Metal Exterior Wall 4: Concrete Block:8 ", Solid Grouted,Medium Density, 1672 19.0 19.0 0.037 0.151 Furring: Metal Floor 1: Concrete Floor (over unconditioned space) 6300 — 5.0 0.123 0.107 (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: W '. All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. �2. Windows, doors, and skylights certified as meeting leakage requirements. El '3 Component R- values & U- factors labeled as certified. E(4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Project Title: ISLAND STYLES Report date: 02/21/14 Data filename: D:1Data1ENGINEERINGITYBEE ISLAND PROJECTSIISLAND STYLESIISLAND STYLESIISLAND STYLEStISLAND STYLES COM CHECK.cck Page 1 of 2 'Other components have supper-, ig documentation for proposed U- Factors. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Cargo doors and loading dock doors are weather sealed. ® -g Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 20091ECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. 14 Name - Title Signature Date Project Title: ISLAND STYLES Report date: 02/21/14 Data filename: WData1ENGINEERING\TYBEE ISLAND PROJECTS \ISLAND STYLESIISLAND STYLES \ISLAND STYLESIISLAND STYLES COM CHECK.cck Page 2 of 2 BY CONSTRUCTION 251 -B RIVERVIEW DRIVE SAVANNAH, GEORGIA 31404 (912) 443 -3001 ROCKBYINC.COM Mr. Ray Hord Building Inspections City of Tybee Island Mr. Hord- This letter is to verify we install R -19 insulation in the below the standing seam roof at 23 Tybrisa, Tybee Island, GA, per 2009 IECC. Best Regards, Matt Byrd Member Member HOME Southern Lmnk ® National RT TTT T1�7� � ' ' � ■ w ■ ■ w Association n c cV ^1�LLnJT 1 ^Z^J 0?3 r E & H Products, Inc. • 4400 Northcorp Parkway • Palm Beach Gardens, Florida 33410 4�— % AF Tel: 561.624.4707 Fax: 561.624.4717 Web: www.ehproducts.com Products EHP -VR -R PLUS Polypropylene / Scrim / Polyester Meets ASTM C1136, Type II, IV Facing Structure Values (English) Values (Metric) White Polypropylene Film - Flame Resistant Adhesive - Tri- directional Reinforcing Fiberglass Yarn -- Metallized Polyester Film (Total Thickness) 0.0088 inch 225 micron Tri - directional Fiberglass Reinforcing Dimensions... 4 /inch (MD) 16/100 mm (MD) 4 /inch (TD) 16/100 mm (TD) Method Physical Properties Test Values (English) Values (Metric) Basis Weight Scale 14.7 Ibs / 1000 ft2 71.89 gm / m2 Permeance (WVTR) Bursting Strength ASTM E96 Procedure A ASTM D774 0.02 perm 1.15 ng / Ns (grains /hrft2in Hg) 128 psi 9.0 kg / cm2 Tensile Strength ASTM C1136 40 Ibs /inch width (MD) 7.0 kn / m (MD) 35 Ibs /inch width (XD) 6.1 kn / m (XD) Accelerated Aging 30 Days @ No Corrosion No Corrosion 95% RH, 120 °F (49 °C) No Delamination No Delamination Low Temperature Resistance ASTM D1790 Remains Flexible Remains Flexible -40 °F ( -40 °C) No Delamination No Delamination High Temperature Resistance 4 hours @ Remains Flexible Remains Flexible 220 °F (104 °C) No Delamination No Delamination Water Immersion 24 hours @ 73 °F (23 °C) No Delamination No Delamination Mold Resistance ASTM C665 / C1338 No Growth No Growth Dimensional Stability ASTM D1204 0.25% 0.25% Light Reflectance ASTM C523 85% 85% Fire Testing Test Method Flame Spread Smoke Developed Metal Building Composite ASTM E -84 / UL 723 25 50 Physical Properties are based on typical values, Weight/Thickness +/- 10% tolerance. Exposure to direct /indirect sunlight and high Intensity indoor lighting is not recommended. 09/01/2012 Houston, TX 877- 713 -6224 Adel, GA 888-446-6224 Atlanta, GA 877 - 512 -6224 Atwater, CA 8o0 -829 -9324 Dallas, TX 800 -653 -6224 Indianapolis, IN 800 - 735 -6224 Jackson, MS 80U- ...24136 Lubbock, TX 800 - 75&6224 Memphis, TN 800.206-6224 Oklahoma City, OK 600 -597 -6224 Omaha, NE 800 - 45&6224 Phoenix, AZ 888 - 533.6224 Richmond, VA 800.729 -6224 Rome, NY 800- 559-6224 Salt lake City, UT 600 - 874 -2404 San Antonio, TX 800 - 598 -6224 409*%-V 0 Aletal Roo( and Wall Systems Superl.okO Panel PRODUCT CHECKLIST Back -Up Plate --- 12" or 16" - -�� 2" • For use at ridge and endlaps • Prepunched • 16 gauge red oxide 16" IJ 12" Wide HW -7764 [j Clip, Floating • Low — For use 16" Wide HW -7766 Lj with or without 3 /a' 23%" thermal spacer. ke Support • 20' -0" length HW -230 ❑ • 14 gauge red oxide • Factory slots • For use with low or high clip LOW O LOW 3„ O O 23/8" • High — For use 31/2" rj; with 3 /a ", 5N" or 1" thermal spacer. HIGH 7/a HW -7712 -Low HIGH HW -232 ❑ HW -7222 -High Lj 4 2 Ya" o° I 3" LOW ° o ° HIGH Clip, Utility 14 2" 0 0 0 November 1. 2011 Rake Support Utility • Low — For use with or without 3/8' thermal spacer HW -236 Lj • High — For use with 3/8 ", 5/a' or 1" thermal spacer Bearing Plate HW -234 ❑ Standard • For applications that do not require the clearance provided by the low and high clips. HW -238 O O O 2" 37/a" • 20' -0" length • 14 gauge red oxide • Factory slots • For use with utility clip SUBJECT TO CHANGE WITHOUT NOTICE HW -7732 • 16 gauge red oxide • For use with low or utility systems • For use with rigid board insulation HW -7500 j SL -11 Metal Roof and Wall Stsrerns 11 Tape Sealer- Swaged H W -515 Tri -Bead Tape Sealer YWIL • 3/4' x 7/9' x 25' • For use at eave, ridge, endlaps and trim connections HW -504 Triple Bead Tape Sealer •- /7-6'X27 /9'X20' • For use at valley when using exposed fasteners • For use with roof curbs HW -502 Metal Vent Material • 8' -0" length • 24 Gauge Galvalume'" HW -525 Lj Houston, TX 877 -71 3-6224 Adel, GA 868 - 446 -6224 Atlanta, GA 877 - 512 -6224 Atwater, CA 800 - 829 -9324 Gallas, TX 800 - 653.6224 Indianapolis, IN 800 - 735-6224 Jackson, MS 800.522.4138 Lubbock, TX 800 - 758-6224 Memphis, TN 800 - 206 -6224 Oklahoma City, OK 804597 -6224 Omaha, NE 804458 -6224 PRODUCT CHECKLIST Thermal Spacer • Polystyrene block used to increase the insulation capacity along the purlins or 1,. rt e HHWi -583 -1/." FA HW -582 5/9' HW -581 1" Panel Hemming Tool 00MA Gutter Strap HW -602 • For use with Sculptured Gutter 18 Gauge Matedal FL246 • For use with Box Gutter 2" 24 Gauge Material FL310 Phoenix, AZ 888 - 533 -5224 Richmond, VA 800 - 729-8224 Rome, NY 800- 559.8224 Salt Lake City, LIT 804874 -2404 San Antonio, TX 800- 598-6224 Closure • 24 gauge • Painted • 12" wide • 16" wide 12" wide HW -446 16" wide HW-440 tj Sealant • Urethane (White) - HW -540 (Gray) - HW -541 (Bronze) - HW -542 Light Transmitting Panel (Reinforced) $ 12" • Std. Insulated - HW- 1621 S • Std. Uninsulated - HW -16205 • UL 90 Insulated - HW -1617S • UL 90 Uninsulated - HW -1616S t It is the user's responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall- through. SL -14 SUBJECT TO CHANGE WITHOUT NOTICE November 1, 2011 Houston, TX 877- 713 -6224 Adel, GA 888-446 -6224 Atlanta, GA 677 -512 -6224 Atwater, CA 806829 -9324 Dallas, TX 806653 -6224 Indianapolis, IN 800- 735 -6224 Jackson, MS 8- 2 -4136 Lubbock, TX 800 -758 -6224 Memphis, TN 800 - 206-6224 Oklahoma City, OK 800-597.6224 Omaha, NE 806458 -6224 INSULATION Phoenix, AZ 888 - 533-6224 Richmond, VA 800.729 -6224 Rome, NY 800 - 55946224 Salt Lake City, UT 800 - 874 -2404 San Antonio, TX ODO- 598 -6224 THERMAL SPACER DOUBLE FACED TAPE — 6" LONG PIECES @ 3 - -0" RAKE SUPPORT— THERMAL SPACER SPRAY ADHESIVE Metal Roof mid Wall Systems THERMAL SPACER ;FOR HIGH SYSTEM ONLY) Dosition the thermal spacer on top of the nsulation over each purlin and against the ,ake support prior to installing the roof panel. Using spray adhesive, (not by Manufacturer), adhere the thermal spacer to the insulation (First Panel Run Only). The thermal spacer increases the insulation capacity along the purlins. *Not by Manufacturer November 1, 2011 SUBJECT TO CHANGE WITHOUT NOTICE SL -25 THE %V—?UYs S EL INSTANT ONLINE PLANS 0 U I L b I N" 1-800-354-1545 Change Order Date: Friday, February 15, 2013 I Customer: -Tkocib�Const,.-,-- $4,280,Oq . Job No.: 21879 Attention: Matt I3 Byr—d Change Ordet- No.: I Address: 2700 Gregory St. Ste 130 Quote No.: City: Savannah Jobsite: Tybee Island Ga- State: Ga L Zip-,_ 31404 Purpose for Change Order: Per customers request add 6" vinyl back (R-19) roof insulation, Original Contract Price: $ 64,800.00 Chime $4,280,Oq . . ..... Change Order #2: $ Change Order #3: $ Change Order #4: $ Change Order #-5: $ Change Order #6: $ New Contract Price: $ 69,080.00 Bal. Due : 64,080.00 > PLEASE SIGN AND RETURN ONE COPY <- Accepted on this I 5 day of vt By..S:Z*'� A OA 9�— Accepted and Entered: O'u s jw C�i f- ignature 1700 County Farm Road • Adel, Georgia 31620 • (800) 354-1545 6 Fax (229) 896-5575 " Acoustical Performance: See the tables on front and below. " Water Vapor Sorption: ASTM C 1104 No greater than 5.0% by weight. " Corrosiveness: ASTM C 665 Meets requirements for steel, copper and aluminum. " Odor Emission: ASTM C 1304) Pass " Fungi Resistance: ASTM C 1104) Pass Test Quality Assurarwe.- CertainTeed was the first fiber glass insulation manufac- turer to have its manufacturing plants, R & D center and corporate headquar- ters registered to ISO 9001 -2000 standards. 5. INSTALLATION The vapor retarder on Metal Building Insulation 202 -96 should be installed towards the conditioned spaces in the building. The insulation is normally applied over or between the structural members of the building and held in place by the covering sheets or insula- tion support system. When using high R -value systems, it is recommended that the cavity between the exterior metal sheet and the faced fiber glass insulation should be completely filled. RN + PAAt,y! 0 e a r o NAIMA Code: 30- 27- 003/Metal Building Insulation 6. AVAILABILITY AND COST Manufactured and sold throughout the United States and Canada. For avail- ability and cost, contact your local distributor or call CertainTeed Sales Support Group in Valley Forge, PA, at (800) 233 -8990. 7. WARRANTY Inasmuch as CertainTeed has no con- trol over installation design, installation workmanship, accessory materials, or conditions of applications, CertainTeed does not warrant the performance or results of any installation containing its products. 8. MAINTENANCE An inspection and preventative main- tenance program for the insulation and vapor retarder system is recommended to ensure optimum performance. 9. TECHNICAL SERVICES Technical assistance can be obtained either from the local CertainTeed sales representative, or by calling CertainTeed Sales Support Group in Valley Forge, PA, (800) 233 -8990. 10. FILING SYSTEMS " CertainTeed Pub. No. 30 -25 -031 " Additional product information available upon request. y _ Nominal Thickness ,empba N EEa pd an bated p. &.1T Absorption coefficients � Octave Band Frequencies ,(Hz) by " FLUB Rdeeac0 C"*, 6c, a NAHB kiuu 02 -W i aw EESEAECM th�N S��.`V> repee�� IAN hee b produced CENTER .ft -nd.et ae Mee pre.I..- 2000 NaYAMc 6NEYAL6LgDMN911ATCN 5. INSTALLATION The vapor retarder on Metal Building Insulation 202 -96 should be installed towards the conditioned spaces in the building. The insulation is normally applied over or between the structural members of the building and held in place by the covering sheets or insula- tion support system. When using high R -value systems, it is recommended that the cavity between the exterior metal sheet and the faced fiber glass insulation should be completely filled. RN + PAAt,y! 0 e a r o NAIMA Code: 30- 27- 003/Metal Building Insulation 6. AVAILABILITY AND COST Manufactured and sold throughout the United States and Canada. For avail- ability and cost, contact your local distributor or call CertainTeed Sales Support Group in Valley Forge, PA, at (800) 233 -8990. 7. WARRANTY Inasmuch as CertainTeed has no con- trol over installation design, installation workmanship, accessory materials, or conditions of applications, CertainTeed does not warrant the performance or results of any installation containing its products. 8. MAINTENANCE An inspection and preventative main- tenance program for the insulation and vapor retarder system is recommended to ensure optimum performance. 9. TECHNICAL SERVICES Technical assistance can be obtained either from the local CertainTeed sales representative, or by calling CertainTeed Sales Support Group in Valley Forge, PA, (800) 233 -8990. 10. FILING SYSTEMS " CertainTeed Pub. No. 30 -25 -031 " Additional product information available upon request. y _ Nominal Thickness Widths Absorption coefficients � Octave Band Frequencies ,(Hz) Value R- Value Nom. Thickness 125 250 500 1000 2000 4000 NRC in. mm 10 33/, 86 0.29 0.82 1.02 0.94 0.96 0.98 0.9s 11 33/4 95 0.39 0.91 1.01 0.92 0.93 0.98 0.95 13 43 /6 111 0.53 0.97 1.04 0.90 0.95 0198 0.95 16 51/4 133 0.67 1.05 1.02 0.92 1 0.98 1 0.99 1.00 19 631, 162 0.89 1.22 1.02 0.98 1.01 1.00 1.05 Sound absorption tested in accordance with ASTM C 423 using Type A mounting per ASTM E 795. R- Nominal Thickness Widths Lengths Value in. mm in. mm ft. m 10 33/8 86 36, 48, 60, 72 914, 1219, 1524, 1829 100 30.5 11 33/4 95 36, 48, 60, 72 914, 1219, 1524, 1829 100 30.5 13 43/8 111 36, 48, 60, 72 914, 1219, 1524, 1829 75 22.9 51/4 T33 36, 48, 60, 72 914, 1219, 1524, 1829 50 15.2 19 1 63/, 162 36, 48, 60, 72 914, 1219, 1524, 1829 50 15.2 Non- standard widths are available and subject to an upcharge on an individual basis determined by manufac- turer's capability, quantity, lead times and packaging availability. CertainTeed M A Saint - Gobain Company SAINT GOBAIN INSULATION � 2004 CertainTeed Corporation 6/04 i City of Tybee Island • Community Development Dept. Inspection Report ��= 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �N yr��fO.Nj" Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. �, - i ",� c-12 h Date Requested Owner's Name Date Needed Gen. Contractor oV, o 07 As. Subcontractor _ Contact Information � 0 r Project Address 1 Scope of Work 2 Inspector_ Inspection J VV m . Date of Inspection Pass Fail Fee QPS� S' Inspection a Pass QPSf<ail ❑ Fee_ %- �: !.O,c. L �4 . Icy.." Inspection �- , , _'► �r��.E -I - Pass QPs it ❑ Fee /,o Inspection Pass ❑ Fail ❑ Fee EE tEkf� City of Tybee Island • Community Development Dept. In= Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 CODECOUNai MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection /'��+- Pass Fail 1 Inspection Inspection Pass ❑ Fail Pass ❑ Fail Inspection Pass ❑ Fail El Fee F Pll I 2006 IECC qeDt RECEIVED COMcheck Software Version 3.9.0 2 a -13 Envelope Compliance Certificate Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: Owner /Agent: 23 TYBRISSA MARK BOSWELL TYBEE ISLAND, GA BOSWELL DESIGN Section 2: General Information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Building Type for Envelope Requirements: Non - Residential Vertical Glazing / Wall Area Pct.: 9% Actives Type(s) Floor Area Office 6300 Section 3: Requirements Checklist Envelope Climate- Specific Requirements: Component Name /Description Gross Cavity Cont Pro osed B d Roof 1: Insulation Entirely Above Deck Exterior Wall 1: Concrete Block:8 ", Solid Grouted,Medium Density , Furring: Metal Window 16Me6l Frame:Double Pane with Low -E, Tinted, SHGC _,.9®`PF 3.00 Door 1: GI (> 50% glazing):Metal Frame, Entrance Door, SHGC }.06; PF 3.00 Exterior Wall 2: Concrete Block:8 ", Solid Grouted, Medium Density, Furring: Metal Door 2: Insulated Metal, Swinging Exterior Wall 3: Concrete Block:8 ", Solid Grouted,Medium Density, Furring: Metal Exterior Wall 4: Concrete Block:8 ", Solid Grouted, Medium Density, Furring: Metal Floor 1: Concrete Floor (over unconditioned space) Area or p R -Value R -Value U- Factor u get U- Factor(a) Perimeter 105 — — 6300 -- 30.0 0.032 0.063 1700 19.0 19.0 0.037 0.331 480 — — 0.500 0.750 105 — — 0.500 1.100 1700 19.0 19.0 0.037 0.331 42 — — 0.500 0.700 1672 19.0 19.0 0.037 0.331 1672 19.0 19.0 0.037 0.331 6300 — 5.0 0.123 0.123 (a) buoget U- tactors are used for software baseline calculations ONLY, and are not code requirements. Ir Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed in accordance with the manufacturer's installation instructions. IU `. Windows, doors, and skylights certified as meeting leakage requirements. Component R- values & U- factors labeled as certified. }: No roof insulation is installed on a suspended ceiling with removable ceiling panels. �5. 'Other components have supporting documentation for proposed U- Factors. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES COM CHECK.cck Page 1 of 11 ��r'6. Insulation installed according tc wfacturer's instructions, in substantial contact with th face being insulated, and in a manner that achieves the rated R -value with,,t compressing the insulation. 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. V Cargo doors and loading dock doors are weather sealed. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Note: Vapor retarder not required in this location. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature 2- 24- t3 Date Project Title: ISLAND STYLES Report date: 02126/13 Data filename: D:1Data1ENGINEERINGITYBEE ISLAND PROJECTSMSLAND STYLESMSLAND STYLESIISLAND STYLESIISLAND STYLES COM CHECK.cck Page 2 of 11 COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate 2006 IECC Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: Owner /Agent: Designer /Contractor: 23 TYBRISSA MARK BOSWELL TYBEE ISLAND, GA BOSWELL DESIGN Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts Office (ft2) Watts 1 ft2 (B x C) 6300 1 6300 Total Allowed Watts = 6300 Section 3: Interior Lighting Fixture Schedule A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Office (6300 sq.ft.) Linear Fluorescent 1: 96" T8 ES 60W / Electronic 2 60 64 3840 Total Proposed Watts = 3840 Section 4: Requirements Checklist ,.Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 6300 3840 YES Controls, Switching, and Wiring: Y - Independent controls for each space (switch /occupancy sensor). Exceptions: O'Areas designated as security or emergency areas that must be continuously illuminated. 'Lighting in stairways or corridors that are elements of the means of egress. ©' 3. Master switch at entry to hotel /motel guest room. IT 4, Individual dwelling units separately metered. . Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exceptions: Er Only one luminaire in space. ❑ An occupant- sensing device controls the area. NThe area is a corridor, storeroom, restroom, public lobby or sleeping unit. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING\TYBEE ISLAND PROJECTS \ISLAND STYLES\ISLAND STYLES \ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 3 of 11 L] Areas that use less than 0.t Ys /sq.ft. Ll 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions. <] Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. M "7. Photocell /astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. �( 8. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: l a'Electronic high- frequency ballasts; Luminaires on emergency circuits or with no available pair. Interior Lighting PASSES: Design 39% better than code Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Z. 241 - 13 Name - Title Signature Date Project Title: ISLAND STYLES Report date: 02126/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 4 of 11 COMcheck Software Version 3.9.0 Exterior Lighting Compliance Certificate 2006 IECC Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: Owner /Agent: Designer /Contractor: 23 TYBRISSA MARK BOSWELL TYBEE ISLAND, GA BOSWELL DESIGN Section 2: Exterior Lighting Area /Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts / Unit (B x C) Main entry/exit 316 ft of door width 30 Yes 9480 320 Total Tradable Watts' = 9480 320 Total Allowed Watts = 9480 Total Allowed Supplemental Watts" = 474 Wattage tradeoffs are only allowed between tradable areas /surfaces. "' A supplemental allowance equal to 5% of total allowed wattage may be applied toward compliance of both non - tradable and tradable areas /surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main entry (316 ft of door width): Tradable Wattage Linear Fluorescent 1: 48" T8 32W (Super T8) / Electronic 2 10 32 320 Total Tradable Proposed Watts = 320 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non - tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas /surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes. Controls, Switching, and Wiring: �ff 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the lighting is not required. Exceptions: Fl Covered vehicle entrance /exit areas requiring lighting for safety, security and eye adaptation. Exterior Lighting Efficacy: Er'4. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES \ISLAND STYLES \ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 5 of 11 Exceptions. Controlled by motion sensor or exempt from consideration under the provisions of Section 505.6.2. Exterior Lighting PASSES: • better than cocie. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES \ISLAND STYLES\ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 6 of 11 6 COMcheck Software Version 3.9.0 �( Mechanical Compliance Certificate 2006 IECC Section 1: Project Information Project Type: New Construction Project Title: ISLAND STYLES Construction Site: 23 TYBRISSA TYBEE ISLAND, GA Owner /Agent: Designer /Contractor: MARK BOSWELL BOSWELL DESIGN Section 2: General Information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Section 3: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone) : Split System Heat Pump Heating Mode: Capacity = 144 kBtu /h, Efficiency = 12.00 COP Cooling Mode: Capacity = 216 kBtu /h, Efficiency = 12.00 EER 1 Water Heater 1: Electric Storage Water Heater, Capacity: 40 gallons w/ Circulation Pump, Efficiency: 12.00 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 L' 1. Equipment minimum efficiency: Heat Pump: 3.10 COP 9.30 EER Requirements Specific To: Water Heater 1 : E(" 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.88 EF (241 SL, Btu /h (if > 12 kW)) Hot water system sized per manufacturer's sizing guide L�'3. All piping in circulating system insulated F,1/4. Hot water storage temperature adjustable down to 120 °F or lower d 5.. Automatic time control of heat tapes and recirculating systems present &6. Controls will shut off operation of circulating pump between water heaterlboiler and storage tanks within 5 minutes after end of heating cycle Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification /dehumidification system ®'4. Automatic Controls: Setback to 55 °F (heat) and 85 °F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup Exception(s): ❑ Continuously operating zones U 2 kW demand or less, submit calculations Y5. Outside -air source for ventilation; system capable of reducing OSA to required minimum Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES COM CHECK.cck Page 7 of 11 a16. R -5 supply and return air duct lation in unconditioned spaces R -8 supply and return air duct ,,...ulation outside the building R -8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15 °F. 7; Mechanical fasteners and sealants used to connect ducts and air distribution equipment Oir& Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception(s): ❑ Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ®`'9. Hot water pipe insulation: 1 in. for pipes < =1.5 in. and 2 in. for pipes >1.5 in. Chilled water /refrigerant/brine pipe insulation: 1 in. for pipes —1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105 °F. ❑ Fluid not heated or cooled with renewable energy. ❑ Runouts <4 ft in length. &1`10. Operation and maintenance manual provided to building owner U'11. Piping, insulated to 1/2 in. if nominal diameter of pipe is <1.5 in.; Larger pipe insulated to 1 in. thickness LT 12. Lavatory faucet outlet temperatures in public restrooms limited to 110 °F (43 °C) 13. Load calculations per acceptable engineering standards and handbooks 14. Balancing devices provided in accordance with IMC (2006) 603.17 ul5. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings <3 stories ❑ Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan d16. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): ❑ Systems serving spaces that are not cooled and heated to <60 °F. ❑ Commercial kitchen hoods (grease) classified as Type 1 by NFPA 96. ❑ Systems exhausting toxic, flammable, paint, or corrosive fumes or dust. ❑ Where the largest exhaust source is less than 75% of the design outdoor airflow. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2006 IECC requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title tiignature 2– ZtQ -\3 Date Project Title: ISLAND STYLES Report date: 02126/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES COM CHECK.cck Page 8 of 11 COMcheck Software Version 3.9.0 Mechanical Requirements Description 2006 IECC The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating and /or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Heat Pump: 3.10 COP 9.30 EER Requirements Specific To: Water Heater 1 1. Water heating equipment used solely for heating potable water, pool heaters, and hot water storage tanks must meet the following miniumum efficiency: Electric Water Heater efficiency: 0.88 EF (241 SL, Btu /h (if > 12 kW)) 2. Service water heating system design loads for the purpose of sizing systems and equipment must be determined in accordance with manufacturers' published sizing guidelines. 3. Insulation must be provided for recirculating system piping, including the supply and return piping of a circulating tank type water heater. 4. Temperature controls must be provided that allow for storage temperature adjustment from 120 °F or lower to a maximum temperature compatible with the intended use except when the manufacturer's installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion. Documentation of the installation instructions must be provided to be exempted from this requirement. 5. Systems designed to maintain usage temperatures in hot water pipes, such as recirculating hot water systems or heat trace, must be equipped with automatic time switches or other controls that can be set to switch off the temperature maintenance system during extended periods when hot water is not required. 6. When used to maintain storage tank water temperature, recirculating pumps must be equipped with controls limiting operation to the start of the heating cycle to a maximum of 5 minutes after the end of the heating cycle. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception(s): - The equipment and /or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and /or system is operating. - Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 °F during heating and setting up to 85 °F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2 -hour occupant override, d) have a battery back -up capable of maintaining programmed settings for at least 10 hours without power. Exception(s): - A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu /h) or less. 5. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor -air quantities exceeding minimum required levels, the system must be capable of reducing outdoor -air flow to the minimum required levels. 6. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R -5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception(s): - Duct insulation is not required on ducts located within equipment. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data\ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES \ISLAND STYLES \ISLAND STYLES \ISLAND STYLES COM CHECK.cck Page 9 of 11 - Duct insulation is not requ' vhen the design temperature difference between the i )r and exterior of the duct or plenum does not exceed 15 °F. 7. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple -zone terminal units. 8. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked '181A -P' for pressure sensitive tape, '181A -M' for mastic or'181A -H' for heat - sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B -FX' for pressure- sensitive tape or'181 B -M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking -type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 9. All pipes serving space - conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <-1 1 /2 -in. nominal diameter, 2 in. for pipes >1 1 /2 -in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes 1 1 /2 -in. nominal diameter, 1 1/2 in. insulation for pipes >1 1 /2 -in. nominal diameter. Steam piping: 1 112 in. insulation for pipes I 1 /2 -in. nominal diameter, 3 in. insulation for pipes >1 1 /2 -in. nominal diameter. Exception(s): - Pipe insulation is not required for factory- installed piping within HVAC equipment. - Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 °F and 105 °F. - Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 10. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field- determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate. 11. Service hot water piping, where required, must be insulated to 1/2 in. if pipe less than 1.5 in. nominal diameter. Larger pipe must be insulated to 1 in.. Pipe insulation will have a conductivity of less than 0.28 Btu.in /(h- ft2 - °F). 12. Temperature controlling means must be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110 °F. 13. Heating and cooling system design loads for sizing systems and equipment must be determined using generally accepted engineering standards and handbooks acceptable to the adopting authority (for example, ASHRAE Handbook of Fundamentals). 14. Balancing devices provided in accordance with IMC (2006) 603.17. 15. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm -up, cool -down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm /ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception(s): Gravity (non- motorized) dampers are acceptable in buildings less than three stories in height. Systems with a design outside air intake or exhaust capacity of 300 cfm (140 Us) or less that are equipped with motor operated dampers that open and close when the unit is energized and de- energized, respectively. 16. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70% or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. If an air economizer is also required, heat recovery must be bypassed or controlled to permit air economizer operation. Exception(s): Systems serving spaces that are not cooled and heated to <60 °F. Commercial kitchen hoods (grease) classified as Type 1 by NFPA 96. Systems exhausting toxic, flammable, paint, or corrosive fumes or dust. Where the largest exhaust source is less than 75% of the design outdoor airflow. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS \ISLAND STYLES\ISLAND STYLES \ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 10 of 11 - Systems requiring dehumid on that employ energy recovery in series with the cot coil. Project Title: ISLAND STYLES Report date: 02/26/13 Data filename: D: \Data \ENGINEERING \TYBEE ISLAND PROJECTS\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES\ISLAND STYLES COM CHECK.cck Page 11 of 11 Fax Transmission Result Rer Date/Time Model Name Machine Serial Number Linel Linel Name Line2 Line2 Name 02 -19 -2014 09:31 AM CLX -9352 Z94UB 1 ED500022H City of Tybee 9127869539 is not available is not available Page [1 ] of [1 ] Job Destination Start Time Duration Mode Job Type Page User Result 7763 Georgia Power rele02 -19 -2014 09:30 01'00" G3 H -Tx 1/1 LocalUser OK ase/18888514411 AM U N-T-F A Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1 -888- 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1 -888- 851 -4411 Location Address: �3 / YSF15A Release Date: Od-!j b% Type of Release: _Temporary Permanent Permit # 13 - 00(c if Electrician: :B -r _ (_/)n/a/D2 Phone # 9w -Li i- m /lo Builder: (41MY 5COV / D I_A Phone # '70( �D -OG / owner: 14LtgrJP STYLf Phone # Location Address: Type of Release: Electrician - Builder: Owner: Planning and Zoning lerri5 Bryant 912. 472.5033 Release Date: Temporary _Permanent Permit #_ Phone # Phone # Phone lf H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx I� NZT A Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1 -888- 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Location Address: �3 NSK'156 Release Date: Type of Release: Temporary ` Permanent Permit # 13 ' op 6 r/t Electrician: �} _ (��l`�A% ®Q Phone # Builder: �oRy �OVILLAf Phone # Owner: 16j-,qfd� S-FVL-,jg- Phone # Location Address: Type of Release: Temporary Permanent Electrician: Release Date: Permit # Phone # Builder: Phone # Owner: Planning and Zoning Jerris Bryant 912 - 472 -5033 Phone # City of Tybee Island • Community Development Dept. am Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�` Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL M EMBER Permit No. /S-00 Owner's Name .TS LAWD 67 %fLf, Gen. Contractor _ 5,c otllo,E Contact Information Date Requested 1% /a b Date Needed Subcontractor M Project Address -�3 fYByiSl? 01yiT" A Scope of Work Inspector - t-� Date of Inspection ' `� Inspection —/ e -fi ?f' U) Inspection Inspection Inspection - 83 'r1 Pass Fail ❑ Fee QPS4i Pass ❑ Fail ❑ Fee Pass ❑ Fail n Fee Pass ❑ Fail ❑ Fee Fax Transmission Result Rey Date/Time Model Name Machine Serial Number Linel Linel Name Line2 Line2 Name 02 -05 -2014 11:08 AM CLX -9352 Z94UB 1 ED500022H City of Tybee 9127869539 is not available is not available Page [1 ] of [1 ] Job Destination Start Time Duration Mode Job Type Page User Result 6949 Georgia Power rele02 -05 -2014 11:07 01'08" G3 H -Tx 1/1 LocalUser OK ase/18888514411 AM GIa,T e 1 Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 Planning and Zoning Jerris Bryant 912172 4033 H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx -rT ��)Ly Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1- 888 - 748 -6843, Press 1, Extension 32855 or 32856 FAX: 1- 888 - 851 -4411 uN IT '8 Location Address: 48 2&8_6154 L Release Date: Q4 4.5 Type of Release: Temporary Permanent Permit # _13 -00 Electrician: PAT PAT eot4406? Phone # 7c� - �a �� O � 7 Builder: COley �COdl�c -f Phone # o6_ % 2,r 41e Owner: _rSLANi) &YLt Phone # Location Address: Type of Release: Temporary Permanent Electrician: Release Date: Permit # Phone # Builder: Phone # Owner: Planning and Zoning Jerris Bryant 912 - 472 -5033 Phone # ��d City of Tybee Island " Community Development Dept. Inspection Report 403 Butler Ave. " P.O. Box 2749 " Tybee Island, GA 31328 Phone 912.472 -5032 " Fax 912.786.9539 Permit No. f tea_ t Date Requested Owner's Name Gen. Contractor ?ice L), Contact Information Project Address Date Needed Subcontractor Scope of Work N rg:AA, Inspector Date of Inspection Inspection " ,��% T Pass Fail Fee IPA Inspection Inspection Inspection Pass Q' Fail Q' Fee Pass Q' Fail Q' Fee Pass Q' Fail Q' Fee ,; tj ��JTE��r;tiT -'IAL CODE COUNCIL MEMBER City of Tybee Island • Community Development Dept. =� =� Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�` 4' Phone 912.472 -5032 • Fax 912.786.9539 CODE OUNai `• R... . / / MEMBER Permit No. �--�- %-e2L? Date Requested _0113111V Owner's Name :TSI.pn!!) S -rYl I Date Needed aj/h Gen. Contractor ts"VI t l g Subcontractor Contact Information %' T l'n,'1Ji1,�02 �' _ �� 7V Project Address Scope of Work Inspector Date of Inspection Inspection 4-Mip 1)OGr% - Pass Fail Fee �A.rr S IDS �)�� ! li�� 1 z. v►C_ -I�:. V�rY -�. 4 +J; _t�, ,_ "vim Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =�G 11 TERNA';I1AL Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee w. Inspection Pass 1:1 Fail ❑ Fee Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Dianne Otto From: Jerris Bryant Sent: Friday, January 31, 2014 1:12 PM To: Dianne Otto Subject: FW: 23 Tybrisa FYI From: jcbrown31328 @gmail.com [mailto:jcbrown31328 @gmail.com] Sent: Friday, January 31, 2014 12:00 PM To: Jerris Bryant Subject: Re: 23 Tybrisa Facing building A to left Side JB On Jan 31, 2014, at 10:11 AM, Jerris Bryant <ibryant @cityoftybee.or > wrote: Jimmy, At 23 Tybrisa, the new commercial building being built, there will be two units A &B. We need to know which one is which (A is east ?). We need to know as soon as possible because they want to put in temp power next week. Thanks, Jerris Jerris Bryant Administrative Assistant Planning and Zoning City of Tybee Island Phone — (912) 472 -5033 Fax — (912) 786 -9539 ibryant @cityoftybee.or <tmaye001, py> please civuider the anvianmeni h f le piwliny this e -mail This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e-mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 City of Tybee Island - Community Development Dept. =` Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 MM= " Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /. - 006 J Date Requested Owner's Name LAND c!—�TVM Date Needed Gen. Contractor S7 Subcontractor Contact Information Project Address Scope of Work Inspector .. I '�/1 , Date of Inspection / Inspection Ik'C`GdAtl SAS, /l Ail Inspection Inspection Inspection Pass Fail F] Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee �� City of Tybee Island - Community Development Dept. = =�� Inspection Report 403 Butler Ave. - P.O. Box 2749 " Tybee Island, GA 31328 = =��G Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor <z,0 V /1-1 Contact Information Project Address Scope of Work E, Date Requested Date Needed Subcontractor _ C1) Inspector j Date of Inspection pS Inspection ��T WALL Pass R Fail Q' Fee N ZAy ,eg F1 Qf if) ALL. Inspection Pass Q' Fail Q' Fee Inspection Pass Q' Fail Q' Fee Inspection Pass Q' Fail Q' Fee City of Tybee Island • Community Development Dept. Inspection Report =; 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==un: Phone 912.472 -5032 • Fax 912.786.9539 CODECOACIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work t.s Inspector '%� Date of Inspection Inspection A. ; = i , Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass R Fail ❑ Fee Inspection Pass 11 Fail ❑ Fee City of Tybee Island • Community Development Dept. 1-0-I Inspection Report �� =t 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =tea Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Pass Pass ❑ Pass ❑ Fail n Fee Fail ❑ Fee Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. R7=- '� Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 = =�` rtn,. Phone 912.472 -5032 - Fax 912.786.9539 CODEC OACIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Date Requested Date Needed _ Subcontractor Inspector Date of Inspection Inspection �; f,i.� Pass Fail 1:1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass F-1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. Owner's Name Gen. Contractor City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Contact Information Project Address Scope of Work Inspector Date Requested Date Needed Subcontractor Date of Inspection Inspection I ba Pass Fail F� Fee _--�. 7=:;. Inspection Pass ❑ Fail ❑ Fee - ,�-s cars s Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INTERNAT7'IAL CODE COUNCIL MEMBER C 720 FIRE RESISTANCE DIRECTORY (BXRH) i FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV)— Continued Wallboard Protection on Each Side of Wall No. Of Layers Rating And Thickness Percent Of 45 Min Of Panels Design Load 1 layer, 112 in. thick 100 1 hr 1 layer, 5/8 in. thick 100 1-112 2 layers, 112 in. thick 100 2 layers, 5/8 in. thick 80 2 hr@ 2 layers, 5/8 in. thick 100 2 hr 3 layers, 112 in. thick 2 hr 2 layers, 3/4 in. thick 100 loo @Rating applicable when Batts and Blankets (Item 6) are used. Canadian Gypsum Co. -1/2 in. thick Type SCX, SHX, WRX, AR, C, WRC or IP X2, FRX83 in. thick /4 in. thick ULTRACODE orVType IAR or AR, 3. United States Gypsum Co.- -112 in, thick Type SCX, SHX,'NRX, AR, C, WRC, or IP -X2; 5/8 in. thick Type SCX, SHX, WRX, IP -Xl, AR, C, WRC or IP -X2, FRX; 3/4 in. thick ULTRACODE or Type AR or IP -X3. Yeso Panamericano SA de CV -1/2 in, thick Type SCX, SHX, IVRX, AR, C, WRC or IP -X2; 5.8 in. thick Type SCX SHX WRX IP Xl FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV)—Co Design No. U424 (Exposed to Fire on Interior Face Only) Bearing Wall Ratings -45 min, 1, 1 -112 or 2 Hr (See Item 4 IN_ti -3lip smr ll)' For \'umber of I'Avers J and Huurlr Ratings See Ilan See Items 7 :1 1rtIuu11 7F:• C, WRC or IP -X2; 3/4 in. thick ULTRACODE, AR or IP -X3. AR, 5. Fasteners— shown} —Type 5 -12 steel screws 1. Floor and Ceiling Runners —(Not shown) — Channel shaped, fabric (Item used to attach panels to runners (Item 1) and studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 112 protected�teel, that plrnvkde arsound structural tural tonne ton between s I studs and adjacent assemblies such as floors, s and 5/8 in. thick panels or 1 -1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC v,-hen panels are applied horizontally, or 12 in. OC ceilings and /or other 24 I Attached to floor and ceiling assemblies with steel fasteners spaced when panels are applied vertically. Two layer systems: First layer- 1 in. long for 112 and 5/8 in. thick panels or 1 -1/4 in. long for 3/4 in, thick I 2. SteeleStuds- Min 0.03'29 in. thick, bare metal thickness (No. 20 R corrosion - protected steel studs, panels, spaced 16 in. OC. Second layer- 1 -5/8 in. long for 112 in. thick panels or 2 -1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws min 3 -112 in. wide, cold formed, desigr , in accordance with the current edition of the Specification for the Des of Cold - Formed Steel Structural Members offset 8 in. from first layer. Three -layer systems: First layer- 1 in. tong for 1/2 in. thick panels, spaced 24 in. OC. Second layer- 1 by the American Iron and St ii Institute (semb All design details enhancing the structural integrity l the -5/8 in. tong for 112. in. thick panels, spaced 24 in. OC. Third layer- 2 -1/4 in, long for 112 in. thick anels, spaced 12 in. OC. Screws offset p i acs specified bybthersteel std designer and/or oroarodu the studs, shalt the requirements g 1 p c} and shall all applicable min 6 in. from layer below. 6. Batts and Blankets a Required as indicated under Item 4) —Nom 2 in. think mineral wool batts, friction friction ex t local code wennes. The max e, i spacing shall not exceed 24 in. OC. (16 in. OC when Item 16 is user Studs attached to floor and ceiling runners fitted between studs and runners. See Batts and Blankets (BKNV BZJit Categories for names of Classified companies. with 1/2 in. long Type S. steel screws on both sides of the studs or by welded or bolts connections designed in accordance 6A. Batts and Blankets *-- (pptional, not shown) — placed in stud cavities, any glass fiber or mineral with the AISI specifications. 3. Lateral Support Members —(Not shown) --- •Where required for (atee support of studs, support shall be provided by means wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics ands Batts of steel strap channels or other similar means as specified in the design of a particrsy steel stud wall system. and Blankets (BKNV or BZJZ) Cateogries for names oftClassified companies. 4. Wallboard, G sum* — edges, appliedpvertically yor rtVertical jintsucentered po4 7, Furring Channels — (Optional on one or both sides, not shown, for single or double layer systems) -- Resilient furring channels fabricated horizontally. studs and staggered one stud cavity on opposite sides of studs. Verna joints in adjacent layers (multilayer systems) staggered from min 25 MSG corrosion- protected steel, spaced vertically a max of 24 in. pill Flange portion to each intersecting stud wdth S-12 one stud cavia Horizontal edge joints and horizontal butt joints on o studs staggered a min of 12 in. Horizontal edge joints feel scr 112 in. to Type pinhead steel mpou. Not for use with type FRX gypsum panels. 8. Joint Tape and Compound —Vinyl and horizon► butt joints in adjacent layers (multilayer systems) stings and h i' ;j in. The thickness and number of layers and or casein, dry or premixed joint I compound applied in two Coats to joints and screw heads of outer layers. i Paper tape, nom 2 in. percent of design Toad For *m 45 min, 1 hr, 1 -1/2. hr, and 2 hr ratings are as to tows: Wallboard wide, embedded in first layer of compound over all joints of outer layers. Protection on Interior Side ofi Wa(( 9. Siding, Brick or Stucco — (Optional, not shovm S — Aluminum, Vinyl or steel siding, brick veneer or stucco, No. Th Layers And thickness Percent o g Of Panels meeting the requirements of local code agencies. Brick veneer attached to studs with corrugated metal ;•call ties attached to each 5 btn 45 h;in 1 layer, 5/8 in. thick Design Load I hr 100 stud with steel screws, not more than each sixth course of brick. 2 layers, 112 in. thick 1 -112 hr 2 layers, 5/8 in. thick 100 10. Caulking and Sealants * — (Optional, not shown — sealant applied around the 2 fir —� 2 hr 3 layers, 112 in, thick 100 �� 2 layers, 3/4 in. thick 100 partition perimeter for sound control. United States Gypsum Co.—Type *Bearing ype AS 100 / , Canadian Gypsum Co. -1/2 in. thick Type SCX, SHX, VIRC, the UL Classification Marking WRX, AR, - or IP -X2; 5/8 in, thick Type SCX, SHX, WRX WRC IP -X2 F • IP -X1 AR LOOKS or RX, 3/4 in. thick ULTRACODE or Type AR or IP- United States Gypsum Co. —1/2 in. thick Type SCX, SHX, t'1RX, C, WRC or IP -X2; 5/8 in. thick Type SCX, Type WRX, IP-Xl, AR, VIRC, IP -X2 or FRX; 3/4 in. thick ULTRACODE or Type AR or IP -l` Yeso Panamericano SA de CV -1/2 in. thick Type SCX, SHX, 45' C�WRCWorCIPrX2; 3/4 in.rthickthick ULTRACODF, AR OrVIP -X3. Xl, fI 5. Fasteners —(Not shown) -- -Type S -12 steel screws used to attach pa to runners (Item 1) and studs (Item 2) or furring channels (Item Single layer systems: 1 in. long for 112 and 5/8 in. thick panels 1-1/4 in. log for 3/4 in. thick panels, spaced 8 in. OC when panels layer Systems: First layer. in. i in. Ctong eforr 112 and 5/8 irn, thick panels at 1 -1/4 in. tong for 3/4 in. thick panels, spaced 16 in. OC. Second (a)E- 1-5/8 in. long for 112 in. thick panels or 2 -114 in. tong for 3/4 in. thil panels, spaced 16 in. OC with screws offset 8 in. from first lay-em Three -layer systems: First layer- 1 in. long for 1/2 in, thick panes MARK ON PRODUCT C FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV) — Continued spaced 24 in. OC. Second layer- 1 -5/8 in. tong for 1/2 in. thick panels, spaced 24 in. OC. Third layer- 2 -1/4 in. tong for 1/2 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Building Paper -- -(Not shown) —No. 15 asphalt felt or equivalent as required. 7. Gypsum Sheathing- --For exterior walls, 112 or 5/8 in. thick exterior regular gypsum sheathing applied vertically or horizontally, attached to studs and runners with 1 in. long Type S12 steel screws spaced 12 in. OC along studs and runners. One of the following exterior facings shalt be applied over the gypsum sheathing. A. Siding, Brick or Stucco — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies. When a min 3 -3/4 in. thick brick veneer facing is used, the rating is applicable for exposure on either side. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. S. Cementitious Backer Units'' - - -1/2 or 5/8 in. thick panels, attached to steel studs over gypsum sheathing with 1 -5/8 in. long, Type 5 -12, corrosion resistant, wafer -head steel screws, spaced 8 in. OC- Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. United States Gypsum Co.— Durock Exterior Cement Board or Durock Brand Cement Board. C. Foamed Plastic* —Aged expanded polystyrene (EPS) board per ASTM C578, with a nom density not less than 1 pcf, R -value 3.8 min per in. with a flame spread of less than 25 and a smoke developed of less M than, 450, adhered to the gypsum sheathing (Item 7) or to the cernentitious backer units (Item 76) with USG Exterior Insulation Board Adhesvie. See Foamed Plastic (BRYX and /or CCVW) Categories for names of Classified companies. b. Wall and Partition Facings and Accessories* —Min 3/32 in. thick, applied over the gypsum sheathing (Item 7) or the cementitious i_ backer units (Item 78) or the insulation board (Item 7C), to embed an open -weave fiberglass mesh (mesh weighing not less than 4.5 oz per sq yd, treated for alkaline resistance). Instructions provided with the product shall be consulted regarding limitations on the use of the product. United States Gypsum Co. —USG Exterior Basecoat E. Wall and Partition Facings and Accessories* —Ain 1/16 in. thick,, applied over basecoat (Item '1D). Instructions provided with the' product shall be consulted regarding limitations on the use of the I dd''duct. United States Gypsum Co. —USG Exterior Textured Finish or USG Exterior Stone Finish r 8. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion- protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type 5 -12 k . steel screws. Not for use with Type FRX gypsum panels. 9. Batts and Blankets' —(Optional, not shown)— Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and /or Fire Resistance. See Batts and Blankets (BKNV and /or BZJZ) Categories for names of Classified companies. 10. Joint Tape and Compound - -Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of interior face layer. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of interior face layer. 11. Caulking and Sealants * — (Optional, not shown) - -•A bead of acoustical sealant applied around the partition perimeter on interior side for sound control. United States Gypsum Co. —Type AS - 'Bearing the UL Classification Marking FIRE RESISTANCE DIRECTORY (BXRH) 721 FIRE. RESISTANCE RATINGS - ANSI /UL263 Design No. 0425 (For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 and 5) Bearing Watt Rating -45 Min, 1, 1 -112 or 2 HR. (See Items 2 and 4) INTERIOR WALL HORIZONTAL SECTION or Sc EXTERIOR WALL INTERIOR ( FIRE ) SIDE HORIZONTAL SECTION 1. Steel Floor and Ceiling Tracks —(Not Shown) —Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galy steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and /or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs — Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 112 in. wide, min No. 20 GSG (0.036 in. thick) galy steel or No. 20 MSG 0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cotd- Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and /or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC - See Item 5c). Studs attached to floor and ceiling tracks with 1/2 in. long Type S -12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lateral Support Members —(Not shown) - -Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud watt system. 4. Wallboard, Gypsum * — Gypsum wallboard bearing the ULI Classificati- Marking as to Fire Resistance. Applied vertically v�ith joints be&-ew iayers staggered. Outer layer of 3 layer construction may be appt?rc_ horizontally. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1 -1/2 hr and 2 hr ratings are as follows: - LOOK FOR T1JC UL -NARK ON PRODUCT i U u City of Tybee Island - Community Development Dept. RM Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =�, Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER ` %17 / Permit No. /J - ��1� � Date Requested Owner's Name �SL�JD7S/l� Date Needed Gen. Contractor kec-In5y Subcontractor Contact Information Project Address Scope of Work L__ Inspector Date of Inspection J' Inspection 1P lfl-,et f 1 I A4 . Pass ❑ Fail ❑ Fee J Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island - Community Development Dept. Inspection Report �� 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 = =M: Phone 912.472 -5032 - Fax 912.786.9539 CODECO'UNCIL �o MEMBER Permit No. Date Requested Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector _ Inspection Date Needed Subcontractor Date of Inspection Pass El Fail F� Fee -,�4-, , Inspection rat ►, Passim'` Fail ❑ Fee_ Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee n kb ,i Permit No. Owner's Name Gen. Contractor City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 - Fax 912.786.9539 Contact Information Project Address Scope of Work „t Inspector Date Requested Date Needed Subcontractor Date of Inspection Inspection / -� p Pass Fail Fee utJ Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INTERNATIONAL CODE COUNCIL MEMBER BOSWELL DESIGN SERVICES, INC. 103 NASSAUDRNE � ��® SA VANNAH, GEORGIA 3141 O 912 -897 --6932 L- L.AHBOSPBELLSOUTH. NET January 2, 2014 To: Ray Hord Tybee Island Inspections Department Tybee Island, Georgia 31328 Re: Metal Studs Island Styles 23 Tybrissa Tybee Island, Georgia Ray, At your request, we have reviewed the cut sheet supplied to us by Rockby for our review and approval of the metal studs used in the project. We approve the included cut sheet for non - structural applications on the project. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e-mail to lahbos @bellsouth.net or fax to 897 -2287. Sincerely, Mark Boswell Marino \WARE@ Product Submittal Data PRODUCT NAME: 60OVS125 -21 MARINO \WARE PART # 60OV520 PROPERTIES: A. Web (in) 6 Yield Strength Fy (KSI) 57 S. Flange (in) 1 -1/4" Design Thickness (in) 0.0220 C. Lip (in) 1/4" Minimum Thickness (in) 0.0209 Mils 21 Gauge EQ 20 DW Finish G40 SECTION PROPERTIES GROSS SECTION PROPERTIES Weight of Member: (lb /ft) 0.670 Cross Sectional Area: A (in`) 0.196 Moment of Inertia: Ix (in`) 0.929 Radius of Gyration: Rx (in) 2.180 Gross Moment of Inertia: ly (in4) 0.030 Gross Radius of Gyration: Ry (in) 0.394 EFFECTI yE SECTION PROPERTIES' L/360 Moment of Inertia - Deflection: Ix (in 4) 0.869 Section Modulus: Sx (in) 0.161 MOMENTS' 22 -4 Allowable Bending Moment: Ma (in -k) 5.060 Local Buckling Nominal Moment: Mnl (in -k) 11.20 Distortional Buckling Moment: Mind (in -k) 9.160 Note 1. Tested values 20 -6 I IRAITIMr- WJ I(:.'LJTC - r niiiAor%cITic f# :..1 Composite heights sheathed both sides full height with 5/8" Type X gypsum wallboard per ASTM C 754 -09. Acceptable wallboards are 5/8" type x from: USG, National, GP, Temple, American, Lafarge & CertainTeed Based on AC86 -2010 CODES & STANDARDS • IBC 2009 & AISI 5100 -07 Compliant • Meets or tested to: ASTM C 645, C 754, E 90 & E 119 • Galvanized steel sheet meets ASTM A 1003 & A 653 • Third Party Code Evaluation Reports: ICC ES ESR #2620 & ATI -ES CCRR -0154 • Multiple UL & Intertek Warnock Hersey Fire Rated Assemblies / au�cr=okwexa 09.22.16 Non - Structural Metal Stud GREEN INFO LEED ®v3 Using products manufactured by Marino \WARE® can contribute LEEDe points in the following categories: -MR Credit 2 - Construction Waste Management (1 -2 points) -MR Credit 4 - Recycled Content (1 -2 points) -MR Credit 5 - Regional Materials (1 -2 points) -Total Recycled Content: 34.9% -Post Consumer Content: 24.3% -Pre Consumer (Post Industrial) Content: 9.4% Drywall Punchout men• • For more information, please contact Marino \WARE Technical Services at 866 - 545 -1545. This technical information reflects the most current information available and supersedes any and all publications, effective 10/1/2011 www.marinoware.com 6Copvright2011 by Ware Industries, Inc Ail rights reserved 5 psf 7.5 psf 10 psf Spacing (in) L /120 L/240 I L/360 L/120 L/240 L/360 L /120 L/240 L/360 12 29 -1 25 -7 22 -6 25 -10 22 -4 19 -8 23 -8 20-4 17 -11 16 26 -9 23 -3 20 -6 23 -8 20-4 17 -11 21 -9 18 -6 16 -3 24 23 -8 20 -4 17-11 20 -11 17 -9 15 -7 18-2 16 -2 14 -2 Composite heights sheathed both sides full height with 5/8" Type X gypsum wallboard per ASTM C 754 -09. Acceptable wallboards are 5/8" type x from: USG, National, GP, Temple, American, Lafarge & CertainTeed Based on AC86 -2010 CODES & STANDARDS • IBC 2009 & AISI 5100 -07 Compliant • Meets or tested to: ASTM C 645, C 754, E 90 & E 119 • Galvanized steel sheet meets ASTM A 1003 & A 653 • Third Party Code Evaluation Reports: ICC ES ESR #2620 & ATI -ES CCRR -0154 • Multiple UL & Intertek Warnock Hersey Fire Rated Assemblies / au�cr=okwexa 09.22.16 Non - Structural Metal Stud GREEN INFO LEED ®v3 Using products manufactured by Marino \WARE® can contribute LEEDe points in the following categories: -MR Credit 2 - Construction Waste Management (1 -2 points) -MR Credit 4 - Recycled Content (1 -2 points) -MR Credit 5 - Regional Materials (1 -2 points) -Total Recycled Content: 34.9% -Post Consumer Content: 24.3% -Pre Consumer (Post Industrial) Content: 9.4% Drywall Punchout men• • For more information, please contact Marino \WARE Technical Services at 866 - 545 -1545. This technical information reflects the most current information available and supersedes any and all publications, effective 10/1/2011 www.marinoware.com 6Copvright2011 by Ware Industries, Inc Ail rights reserved City of Tybee Island - Community Development Dept. =�� Inspection Report M M17, 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ==mr k�•�o,.� "` Phone 912.472 -5032 • Fax 912.786.9539 CODE ouiai MEMBER Permit No. Owner's Name '' . Gen. Contractor! Contact Information Project Address -5 Scope of Work Date Requested Date Needed Subcontractor Inspector X1`1 Date of Inspection Inss�ection Pass Fail Fee_ \ f • -7 r Inspection )a6,e -1 - Inspection Pass E],--'Fail ❑ �NS� Fee Pass Fail F-1 Fee Inspection - Pass ❑ Fail ❑ Fee rV A- Jerris Bryant From: Walt Rocker <w.rocker @rockbyinc.com> Sent: Thursday, December 26, 2013 10:49 AM To: Jerris Bryant Subject: RE: 23 Tybrisa - Sent per Ray Hord Ok. Thanks. I would like to request the plumbing, electrical, and framing inspections ASAP. From: Jerris Bryant [ma i Ito: jb[yant @cityoftybee.org] Sent: Thursday, December 26, 2013 10:20 AM To: Walt Rocker Subject: 23 Tybrisa - Sent per Ray Hord [Sent per Ray Hord] Dear Walt, After our conversation on December 20, 2013, 1 went through the file and found that we do not have a passed inspection on: • Mechanical rough • Plumbing rough • Electrical rough • Framing We have done partial roughs on electrical and plumbing and I think we are in good shape there but we need to catch up the inspections and paperwork. A framing inspection has not been called in either. Before a framing inspection can be passed, in addition to a visual inspection on -site, I am waiting for a letter from Mark Boswell regarding the framing and I need documentation for specs for all glazed openings. I made a courtesy visit to the site this morning and found the insulation is still not complete. Please refrain from any wall coverings until we can catch up the inspections and get passed framing and insulation inspections. Thank you, Ray Hord Jerris Bryant Administrative Assistant &'xJ &eYJ City of Tybee Island - Community Development Dept. ��_ Inspection Report C� 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =�� Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL Permit No. 13 - 0,1)4, Owner's Name -LtAAj Gen. Contractor OC Contact Information Project Address Scope of Work N MEMBER Date Requested 11q Date Needed %--� Subcontractor INTA Inspector �j� Date of Inspection Inspection —f 0 A) � J . �..� Pass � Fail Tram I rJ5 J Inspection / Pass n Fail ❑ Fee / Inspection Pass M Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =�, IMTER NAT 10NAL -.� Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Pass Fail F] Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee t 720 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE RATINGS - ANSI /UL263 (BXUV) — Continued Wallboard Protection on Each Side of Wall No. Of Layers And Thickness Percent Of Rating Of Panels Design Load 45 Min 1 layer, 112 in. thick 100 1 hr 1 layer, 5/8 in. thick 100 1 -112 hr 2 layers, 112 in. thick 100 2 hr 2 layers, 5/8 in. thick 80 2 hr@ 2 layers, 5/8 in, thick 100 2 hr 3 layers, 1/2 in. thick 100 2 hr 2 layers, 3/4 in. thick 100 @Rating applicable when Batts and Blankets (Item 6) are used. Canadian Gypsum Co. -1/2 in. thick Type SCX, SHX, WRX, AR, C, WRC, or IP -X2; 5/8 in. thick Type SCX, SHX, WRX, IP -X1, AR, C, WRC or IP -X2, FRX; 3/4 in. thick ULTRACODE or Type AR or IP -X3. United States Gypsum C0.-1 12 in. thick Type SCX, SHX, WRX, AR, C, WRC, or IP -X2; 5/8 in. thick Type SCX, SHX, WRX, IP -Xl, AR, C, WRC or IP -X2, FRX; 3/4 in. thick ULTRACODE or Type AR or IP -X3. Yeso Panamericano SA de CV -1/2 in. thick Type SCX, SHX, WRX, AR, C, WRC or IP -X2; 5.8 in. thick Type SCX, SHX, WRX, IP -Xl, AR, C, WRC or IP -X2; 3/4 in. thick ULTRACODE, AR or IP -X3. 5. Fasteners —(Not shown) —Type S -12 steel screws used to attach panels to runners (Item 1) and studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 112 and 5/8 in. thick panels or 1 -1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 12 in. OC when panels are applied vertically. Two layer systems: First layer- 1 in. Long for 112 and 5/8 in. thick panels or 1 -1/4 in. tong for 3/4 in. thick panels, spaced 16 in. OC. Second layer - 1-5/8 in. long for 112 in. thick panels or 2 -1/4 in. tong for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 112 in. thick panels, spaced 24 in. OC. Second layer- 1 -5/8 in. tong for 112 in. thick panels, spaced 24 in. OC. Third layer- 2 -1/4 in. tong for 112 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer betow. 6. Batts and Blankets * — (Required as indicated under Item 4) —Nom 2 in. thick mineral wool Batts, friction fitted between studs and runners. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classifivd companies. 6A. Batts and Blankets * — (Optional, not shown) — Placed in stud cavities, the UL Classification Malrkingsasfi oeSurface Burning Cha actetion bend /or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Cateogries for names of Classified companies. 7. Furring Channels— (Optional on one or both sides, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion - protected steel, spaced vertically a max of 24 in. OC_ Flange portion attached to each intersecting stud with 1/2 in. long Type S -12 panhead steel screws. Not for use with type FRX gypsum panels. 8. Joint Tape and Compound —Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer lavers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layers. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, 0nyl or steel siding, brick veneer or stucco, meeting the requirements of Local code agencies. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants *—(Optional, not shown) —A bead of acoustical sealant applied around the partition perimeter for sound control. United States Gypsum Co. —Type AS *Bearing the UL Classification Marking 1 'for►'► rv�.3o�'� FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESIS l6€.R+4F�i .,ANSI /UL263 0MV)— Continued Design No. U424_- (Exposed to Fire on Interior Face Only CIL Ratings -45 min, 1, 1 -1/2 or 2 Hr ( e Item 4) 10) i 4 ' '.,� For \'umber of Lacers and Hourly Ratings See Item r l e ms Ite c _ _ 79 1'hr iug g J 1. Floor and Ceiling Runners —(Not shown) — Channel shaped, fabrica from min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosi Protected steel, that provide a sound structural connection between si studs and adjacent assemblies such as floors, ceilings and /or other wa Attached to floor and ceiling assemblies with steel fasteners spaced greater than 24 in. OC. 2. Steel Studs —Min 0.0329 in. thick, bare metal thickness (No. 20 KI corrosion - protected steel studs, min 3 -1/2 in. wide, cold formed, desigr in accordance with the current edition of the Specification for the Deli of Cold - Formed Steel Structural Members by the American Iron and St Institute (AISI). All design details enhancing the structural integrity the wall assembly, including the axial design toad of the studs, shall as specified by the steel stud designer and /or produ7r, and shall ma the requirements of all applicable local code agencies. The max st spacing shall not exceed 24 in. OC. (16 in. OC when Item 7B is user Studs attached to floor and ceiling runners with 1/2 in, long Type S -: steel screws on both sides of the studs ov by welded or both connections designed in accordance with the ATSI specifications. 3. Lateral Support Members —(Not shown) —Where required for late than of studs, other imilarr meanslas specifieddinby e means of design of steel strap steel stud wall system. 4. Wallboard, Gypsum * — Gypsum panels with beveled, square or tapere edges, applied vertically or horizontally. Vertical joints centered ow studs and staggered one stud cavity on opposite sides of studs. Vertiq joints in adjacent layers (multilayer systems) staggered one stud caA Horizontal edge joints and horizontal butt joints on opposite sides 0 studs staggered a min of 12 in. Horizontal edge joints and horizor W adjacent number of layers andypeer percent of design load for tip 45 min, 1 hr, 1 -112 hr, and 2 hr ratings are as follows: Wallboard Protection on Interior Side of(Watl No. Of Layers Rating And Thickness Of Panels Percent a 45 Min 1 layer, 5/8 in. thick Design Load 1 hr 2 layers, 112 in. thick 100 1 -112 hr 2 layers, 5/8 in. thick 100 +� 2 h� 3 layers, 112 in. thick 100 704 2 layers, 3/4 in. thick 100 Canadian Gypsum Co.-1 /2 in. thick Type SCX, 100 WRC, or IP -X2; 5/8 in thick Type SCX SHX, SHX, WRX, AR, WRC, IP -X2 or FRX; 3/4 in. thick ULTRACODE or Ty, I R or AR, United States Gypsum Co. --1/2 in. thick T ype AR or IP- C, WRC or IP -X2; 5/8 in. thick Type SCX, SHX Ste' SHX, WRX, WRC, IP -X2 or FRX; 3/4 in. thick ULTRACODE or RX, IP-Xl, AR, Yeso Panamericano SA de CV -1/2 in. thick Type ype , or IW AR, C, WRC or IP -X2; 5/8 in. thick Type SCX, SX SCX, SHX, , C, WRC or IP -X2; 3/4 in. thick ULTRACODE, AR oryllp - -X3. Xl 5. Fasteners —(Not shown) —Type S -12- steel screws used to attach pa to runners (Item 1) and studs (Item 2) or furring channels (Item Single layer systems: 1 in. long for 112 and 5/8 in. thick panel 1 -1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels applied horizontally, or 12 in, OC when panels are applied vertically. T layer systems: First layer- 1 in. long for 112 and 5/8 in, thick panels 1 -1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second la; 1 -5/8 in. long for 112 in. thick panels or 2 -1/4 in. long for 3/4 in. th' panels, spaced 16 in. OC with screws offset 8 in. from first Three -laver systems• First t LOOK FOR THE A L MARK ON PRODUCT ayer- 1 In. long for 1/2 in an a, ,f Permit No. City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 - Fax 912.786.9539 Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee INIERNATiMAL CODE COUNCIL MEMBER City of Tybee Island - Community Development Dept. a,_� Inspection Report �an 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 = =�, ++ E IkiTERNATIOJA[ a.R.,.�. Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date Requested Date Needed Subcontractor Date of Inspection Inspection PassEl Fail 1:1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31 410 RECEIVED ED 912-897-6932 ,a LAHBOSPBELLSOUTH. NET November 26, 2013 To: Ray Hord Tybee Island Inspections Department Tybee Island, Georgia 31328 Re: HVAC platform Island Styles 23 Tybrissa Tybee Island, Georgia Ray, At your request, we have designed a platform to support the HVAC units and it should be constructed as follows : Footings 8 total 3,000 psi concrete (minimum) 18" deep x 18" square (3) - 95 rebar both ways bottom 1,500 compacted subgrade Simpson AB66 post base to connect post Post 8 total PT 6x6x8'post 2 x 6 Cross bracing to prevent racking between all posts in longitudinal and cross directions All bolted connections to be (2) - 1/2" galvanized carriage through bolts with washers and nuts. Frame 7' wide x 14' long 2 x 10 Bands on the outside 2 x 8 joists at 16" o.c. All bolted connections to be (2) - Platform 7' wide x 14' long 2 x 8's across joists 1/2" galvanized carriage through bolts with washers and nuts. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, e-mail to lahbos@_bellsouth.net bellsouth.net or fax to 897 -2287. Sincerely, Mark Boswell City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. /3 Owner's Name Date Requested Date Needed Gen. Contractor Subcontractor Contact Information Project Address , r Scope of Work Alm- c1�j�sn Inspector Date of Inspection Inspection ��y �. /! "_�4,..� i Pass Fail Fee 1411 it/4/4, Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail n Fee Inspection Pass ❑ Fail ❑ Fee : TE MAT, -1 N4 CODE COUNCIL MEMBER r141-S7— City of Tybee Island - Community Development D�t. E„M Inspection Report PR£F03 LIftK r 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 , ==11 � .,. k Phone 912.472 -5032 - Fax 912.786.9539�� CODE COUNCIL MEMBER Permit No. 13- 606f Owner's Name _T�LdnID 67IZ t Gen. Contractor AOCK,5V Contact Information Project Address Scope of Work Inspector '0�23 C•r Inspection 4,4tL WdU6,,q Inspection _ Date Requested o� //-3 Date Needed AD1o73 %1.3 Subcontractor t.-V O, Date of Inspection s a/1 e A � L z ?'V C) Fail Fee Fail ❑ Fee Inspection r Inspection Fee kll- Ai �� City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 = =�� aLnou�'` "ITERNIAT II AL Phone 912.472 -5032 - Fax 912.786.9539 CODECDUNCIL MEMBER Permit No. Date Requested i Owner's Name ! '�?r ��>,� f �.. Date Needed _ Gen. Contractor j Subcontractor Contact Information /' T' 1��,% • j�;. Project Address Scope of Work A(% -"J Inspector Date of Inspection Inspection - -% t''f}i Pass Fail M Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee - l'r City of Tybee Island - Community Development Dept. �Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.472 -5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed Subcontractor Date of Inspection Pass E] Fail [-� Fee Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee P Vn City of Tybee Island - Community Development Dept. Inspection Report a 0 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 = =` Phone 912.472 -5032 • Fax 912.786.9539 CODECOUN'ii MEMBER Permit No. i 7 'J Date Requested A-13 r Owner's Name T� �a n j ., p/ Date Needed Gen. Contractor K Subcontractor I~, -�• n Contact Information n n A, i V, L- h Project Address Scope of Work L-J Inspector Date of Inspection /Y Inspection Pass` Fail Fee � p.5 Inspection Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee YATES -ASTRO TERMITE OO RK ORDER & PEST CONTROL CO P.O. Box 23313 -- Vr%IVI'jMnI UrUNUTA (912) 651 -9000 3140, DAT O)RD (// R n CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE BILL TO UNTIL SPRAYS ARE DRY TAX DATE COMPLETED WORK ORDERED BY ORDER TAKEN BY $ ADDRESS ❑ DAY WORK CITY - ❑ CONTRACT ❑ EXTRA JOB NAME AND LO A ION (L QJ OB PHONE IIFC(:RIPTInAI nc Ininov. ** PRETREAT ** SQ. FEET: k' bM GAL tjSFn• �I J LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET FOOTERS: GAL. USED: TOTAL GALS DEPTH OF FOOTER INSIDE: 1 2 _3_ 4_ DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: CHEMICAL USED: TECHNICIAN(S): \A 'f\ TARGETED PEST: SUBTERRANEAN TERMITES / RENEWAL: DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTALLABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED WORK ORDERED BY TOTAL AMOUNT $ LJ No one home ❑ Total amount due ❑ Total billing to Signature for above work; or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work ��f\ City of Tybee Island " Community Development Dept. Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 k, Phone 912.472 -5032 " Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name 75Cf�� -gib ��7Y��f Gen. Contractor 4,2dkI6 i f Date Requested afl,��q%I /3 Date Needed of gh!3l /3 Subcontractor --1 Contact Information Project Address Scope of Work Inspector Inspection Date of Inspection Q �� /-" �� L n Pass Earl -r Fee Inspection Pass Q' Fail Q' Fee 47 b Inspection Pass Q' Fail F�� Fee Inspection Pass Q' Fail Q' Fee c City of Tybee Island - Community Development Dept. j Inspection Report RUNm 1 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ME= f Phone 912.472 -5032 - Fax 912.786.9539 CODECOACii MEMBER r .A, Permit No. �y� Owner's Name �LSC AAl Gen. Contractor Ifaf Contact Information Project Address Scope of Work Date Requested SV/L c Date Needed 3 Subcontractor _ Inspector Date of Inspection Inspection L t'S �,u�?Gtl�U;2au�,2 Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail r-1 Fee Inspection Pass ❑ Fail ❑ Fee jwt'� CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 03 -1 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION WATER METER PICKUP 23 TYBRISA ST ISLAND STYLE SILVER WAVES INC / DBA TYBEE ISLAND GA 31328 912- 786 -9596 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 6031 U $17,562.50 $285,000.00 PERMIT #: 130068 1 INCH METER TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 7864573 - FAX (912) 786 -9539 wwtiv.cityoftybee.org City of Tybee Island • Community Development Dept. Inspection Report 1=1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. .00� Owner's Name 1S4iiit/D E- Gen. Contractor genc,< e3 Y Contact Information YM Project Address Scope of Work C Date Requested Date Needed - f��,�/3 Subcontractor Inspector 2zly Date of Inspection Inspection bTC Pass ED Fail E] Fee_ Inspection Pass ❑ Fail ❑ Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report \" 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472 -5032 • Fax 912.786.9539 Permit No. Owner's Name L-A?yD �'7-Y ; Gen. Contractor 11,�1"'k,-6y Contact Information -» "; Project Address Date Requested Date Needed Subcontractor Scope of Work IV,62) 11/ ' Inspector Date of Inspection Inspection's PJ / r Inspection Inspection Inspection :;- VERN ''T,L CODE COUNCIL MEMBER Pass ❑ Fail -Fee1 FA�< Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee YATES -ASTRO TERMITE (ORDER .& PEST CONTROL CO. P.O. Box 23313 SAVANNAH, (EUH(UTA 314U3 -9000 DATEOFO DER % (912) 651 CHILDREN, OTHER PERSONS, OR TOTAL LABOR CUSTOMER'S ORDER NO. PHONE — ^ J MECHANIC HELPER STARTING DATE UNTIL SPRAYS ARE DRY TAX BILL TO }; / ORDER TAKEN BY 1Jl $ ADDRESS ❑ DAY WORK CITY ❑ CONTRACT ❑ EXTRA r JOB NAMHN LOC JOB PHONE DESCRIPTION OF WORK: '' *- PRETREAT "'` SQ. FEET: GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET FOOTERS: GAL. USED: 71 TOTAL GALS. DEPTH OF FOOTER INSIDE: 1 2 3 4 DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: , CHEMICAL USED: NV,_kX-4'o% A( TECHNICIAN(S): �� K ,DD TARGETED PEST: SUBTERRANEAN TERMITES RFNFWAI . (J�� DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home ❑ Total amount due ❑ Total billing to Signature for above work; or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work City of Tybee Island - Community Development Dept. MEN� Inspection Report mug 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 = =�� k" Phone 912.472 -5032 - Fax 912.786.9539 CODECOACii MEMBER Permit No. Date Requested �JX Owner's Name Date Needed 4') A, Gen. Contractor Subcontractor r Contact Information Project Address Scope of Work Inspector Inspection Date of Inspection Pass fiFail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee BOSWE�O NASSAUDR/ DES, INC RECEIVED SAVANNAH, GEORGIA 31410 912-897-6932 LAHBOSC)BELLSOUTH. NET June 27, 2013 To: Ray Hord Building and Safety Re: Island Styles 23 Tybrissa Street Tybee Island, Georgia Ray, This letter is to notify Tybee and Chatham County of changes in the field for the above referenced project due to conditions encountered which were unforeseen prior to plan approval. This project apparently is going to continue to test our patience and knowhow and we apologize for any inconvenience this may cause. As we progress, it is apparent that the existing slab is very inconsistent as far as thickness, texture, base and has no visible wire reinforcing. We have had several unloaded machines, such as a bobcat, which basically crushes the slab from driving over it. For these reasons, we plan take several cores to see if we can determine existing slab thicknesses, take down the few remaining un- reinforced block walls and remove the existing slab where necessary and then replace the slab to it's original elevation with a turn down slab, 3,000 psi concrete and fibermesh. Please let us know if we need to do more than submit this letter of our intentions. Thank you for your assistance and please do not hesitate to contact us with questions or comments. Sincerely, Mark Boswell, P.E. Dianne Otto From: Andrew Gilbert [a.gilbert @rockbyinc.com] Sent: Tuesday, June 25, 2013 12:22 PM To: funkyfishoutdoors @yahoo.com; Matt Byrd; Tesha Johnson Cc: Dianne Otto Subject: FW: test Attachments: 06 -25 -13 -154. Rockby Construction. Island Styles 2.doc.pdf; 06 -25 -13 -155 Island Styles 2.doc.pdf Attached are the documents for steel bolt and weld for 23 tybresia on tybee island. Please keep for your records. Thank you! Andrew Gilbert Project Superintendent 912.661.4628 A.Gilbert @Rockbyinc.com From: rebecca f [mailto:rebeccaf @whitakerlab.net] Sent: Tuesday, June 25, 2013 12:11 PM To: Andrew Gilbert Cc: joseph m. whitaker Subject: RE: test Rockby Construction. Attached are your latest test results from our laboratory. We thank you for the opportunity to be of service on this project. We appreciate your trust and we look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Sincerely, Rebecca :Fargasovt, Whitaker Laboratory, Inc. 2500 Tremont Road Savannah, GA 31405 Phone: (912) 234 -0696 Fax: (912) 233 -5061 www.whitakerlab.net From: Andrew Gilbert [ mailto:a.gilbert0rockbyinc.com] Sent: Tuesday, June 25, 2013 11:56 AM To: rebecca f Subject: test Reply Andrew Gilbert Project Superintendent 912.661.4628 A.Gilbert @Rockbvinc.com WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234 -0696 Fax (912) 233 -5061 Email: info @whitakeriab.net Report No.: 06/25/13 -154 Client: Rockby Construction Project: Island Styles 2 Tybee Island, GA www.whitakeriab.net VISUAL WELD INSPECTION Date(s): 06/17/13, 06/19/13 and 06/20/13 Inspected By: George Waranowitz Area(s) Inspected: Column Base Expansions SCOPE: The inspection was performed to verify the installation of the above referenced welds. During this inspection, ( ±100 %) of these field welds were visually examined for typical defects such as lack of fusion, excessive undercutting, inadequate bond or cracking. I. ']ofuEllk"iI � As a result of this inspection, we offer the following observations: • In general, the above referenced welds were found to be in place with no visible defects. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. � Aj� F OUIE�� Joseph F. Whitaker, P.E. 1 cc: a.t;ilberyL&rockbyinc.com 1 cc: File WHITAKER L BORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234 -0696 Fax (912) 233 -5061 Email: info @whitakeriab.net Report No.: 06/25/13 -155 Client: Rockby Construction Project: Island Styles 2 Tybee Island, GA www.whitakerlab.net BOLT TORQUE INSPECTION Date(s): 06/17/13, 06/19/13 and 06/20/13 Inspected By: George Waranowitz Area(s) Inspected: Building Mainframe Beam to Beam Connections Beam to Column Connections Purlin to Beam Connections Bracing Anchor Bolts :- As part of this inspection, the (% ", 3/4" and V) A325 (beam to beam) and (beam to column) connections were inspected for adequate torque. It was determine during calibration with a Skidmore - Wilhelm that the (% ") bolts required a torque of (200) ft. -lbs. to achieve the required tension of (20) kips; the (3/4 ") bolts required a torque of (350) ft. -lbs. to achieve the required tension of (29) kips and the ( %8 ") bolts required a torque of (575) ft. -lbs. to achieve the required tension of (41) kips. Randomly selected in -place bolts pretensioned using the turn-of -nut method were then torqued to see if a torque of at least 200 ft. -lbs., 350 ft.-lbs. and 575 ft. -lbs. had been attained for each size (% ", 3/4 ", and 7/$ respectively. This inspection revealed that after pretensioning using the turn-of -nut method, an adequate torque was being achieved. Additionally, all other field bolted connections were found to have been installed to a snug tight condition as required. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4 va� + W"d-7, Joseph F. Whitaker, P.E. cc: a. ilber La)rockbyinc.com cc: File I,e CL i y bri5a (v -1 -13 e,, f G� ---Rmq woril" 06 01 Dianne Otto From: Walt Rocker [w.rocker @rockbyinc.com] Sent: Friday, May 24, 2013 3:28 PM 3' 1 3 To: Dianne Otto Cc: Warren Millikan; Billy Navon (billynavon @yahoo.com) 5 ;44PQ V. S Subject: Re: 23 Tybrisa Street � Icy `- �- 4 Sorry. It was in Matt's car in Atlanta. It is now back in town. I'll have it up shortly. O 5 4,c� Sent from my iPhonehcP ' On May 24, 2013, at 3:25 PM, "Dianne Otto" <Dotto @cityoftybee.org> wrote: Walt, Despite your email below, I did not locate the permit placard at 23 Tybrisa when I visited the site 15 minutes ago. This deficiency requires your immediate attention. Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 From: Walt Rocker [mailto:w.rocker @rockbyinc.com] Sent: Wednesday, May 22, 2013 1:10 PM To: Dianne Otto Subject: Re: 23 Tybrisa Street Ok. Will do. Sent from my iPhone On May 22, 2013, at 12:50 PM, "Dianne Otto" <Dotto @cityoftybee.org> wrote: Dear Walt, A city official reported late yesterday that a permit placard for work at 23 Tybrisa is not posted at the site. I have not verified this information. Please make sure the permit sign is visible from the street. have two email addresses for you so I've sent this to both. Sincerely, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 1 LEGAL NOTICE CITY OF TYBEE ISLAND VIOLATION(S) 14 IN, p fe PERMIT NO. WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, OR FURTHER USE OF THESE PREMISES KNOWN AS 4 UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATEl , ' 11 µ PHONE �' �' • • INSPECTOR , Z i � t CITY OF TYBEE ISLAND BUILDING PERMIT PERMIT CHANGED FROM REMODEL TO NEW CONSTRUCTION DATE ISSUED: 04/22/2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION NEW CONSTRUCTION - COMMERCIAL 23 TYBRISA ST ISLAND STYLE SILVER WAVES INC / DBA TYBEE ISLAND GA 31328 912 - 786 -9596 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 6031 U $17,562.50 $285,000 PERMIT #: 130068 TOTAL BALANCE DUE: $14,220.50 I It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org 13 -ones CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 - Fax 912.786.9539 pages 1 — 7 of permit application Required submittals: _ 2 sets building plans 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans $250 plan deposit (will be forfeited if project is abandoned) check # Street address 23 Tybrisa Street PIN # '-l- 0009-0Y-6/L—?- NAME MAILING ADDRESS PHONE Owner Happy News, LLC PO Box 2 812 Home: 786-959 Check all that a PPI Y : New Construction ❑Residential T bee Island GA 31328 Cell: W;t1:aM 3-') Architect o ngineer Boswell Design Single Family Office: 663 -183 ❑ Duplex Cell: Contractor Rockby, Inc 251 Riverview Drive Office: Details of project: Reconstruction of an existing single story commercial building Cell: 433 -143 6 8 -R29� 4 7 Estimated cost of construction: $ 2 8 5, 0 0 0. 0 0 0 Construction type: 5 1. wood frame 2. wood & masonry Lot area t i f z sq. ft. # floors 1 # of egresses A copy of the contract may be requested. (select appropriate number below) 3. brick veneer 5. steel & masonry 4. masonry 6. other: # buildings 1 # units 2 # bedrooms o # bathrooms 3 An elevator is not an accepted means of egress. Height Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. 0'--2 � Total heated /cooled square footage ( ) Flood Zone rr (AE or VE) Base Flood Elevation As -built setbacks: Front Rear Design Flood Elevation (BFE + 1 -foot) I. L- Sides (L) (R) Total driveway(s) width feet # of openings Culvert? Arc Swale? /UL Number of off - street parking spaces Number of trees to be removed A separate tree removal permit is required. 2/28/2013 p * 1"1ba°J Check all that a PPI Y : New Construction ❑Residential —W ❑ Other ❑ Single Family (po t 4' aolt 7 ❑ Duplex — Sv�r*.Kra ® Commercial ❑ Multi - Family units Details of project: Reconstruction of an existing single story commercial building with a new pre - engineered structure. Estimated cost of construction: $ 2 8 5, 0 0 0. 0 0 0 Construction type: 5 1. wood frame 2. wood & masonry Lot area t i f z sq. ft. # floors 1 # of egresses A copy of the contract may be requested. (select appropriate number below) 3. brick veneer 5. steel & masonry 4. masonry 6. other: # buildings 1 # units 2 # bedrooms o # bathrooms 3 An elevator is not an accepted means of egress. Height Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. 0'--2 � Total heated /cooled square footage ( ) Flood Zone rr (AE or VE) Base Flood Elevation As -built setbacks: Front Rear Design Flood Elevation (BFE + 1 -foot) I. L- Sides (L) (R) Total driveway(s) width feet # of openings Culvert? Arc Swale? /UL Number of off - street parking spaces Number of trees to be removed A separate tree removal permit is required. 2/28/2013 During construction on -site restrooms will be provided by &c�vr Gosili£s5 Construction debris will be disposed by by means of 0u titpbr%/L- Section 22 -169 - When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building fire shore protection and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate - Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate - Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct /place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1- foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applicant: mos Date: Z- 2-fa - L 3 Printed name: PA A (ZY- Gfl5L...7 Zoning District V J Approved zoning action? The following will be completed by City of Tybee Island personnel. Flood Zone L Verified street address If new, has it been reported to MPC, CRC, etc.? Number of egresses? New BFE �( 3 Existing _ Average adjacent grade feet Drainage and Erosion Control plans approved? lell-en Approval )*re Date Building Official J Water /Sewer Public Works Fire Chief w 3 Planning & Zoning `f 'Z '3 i;_o o 31 5i.-C4. X*I o o = (o 3, I C o Va I u e, DFE_ :Z■o FEES Permit t-{ Inspections Water Tap �_�" CC a CF- 6 x; s L;,,9) Recovery l Sewer Stub 4 " 2 0 0 p _=_rb— (t Aid to Construction Engineering (n ip�; l 12 SO , �1 pvw. 1 15b2, So TOTAL o 3 3 42 �cpN.� 1 er^^S% The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http: / /www.gaswcc.org /docs /field manual 4ed odf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http: / /(qaswcc.georgia.aov /. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT Signature of contractor: Date: 4/22/13 Printed name: Walter C. Rocker, III 3 February 2013 gtl oo. mw"en zT eaanaE +wra+ce.w alas se �; a°za.nww'r. Water Tap and Sewer Stub Application 23 T.,,b,;,_ SA,.m- .,m.apmoM,a»na„.) - mmamamw.ya,..u� uaaaemn.aa..ea.aa. pm, w mamawa a a.am.maaaa pmmeaa appeal of mem alm mama am Me pm 472 eri�.a am a.. iempm, as for Umple",: t•••m�.a«w. cm� era wa.ia.,.. oawm� -. n tionl me mal & ZUM19 o,pMALUmat912472 eowmmsyerw ever Water alUp R is me 'a'a M m. ca. M apaa Wd a.wax are im/ rnaa,�.oB William rvywn A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at require an infrastructure alteration permit? street address of project ❑ Yes ❑ No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: Date: / / 3 Printed name: W' a', C, V,, k^ , 1 Street address of project: CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit 23 Tybrisa Street, Tybee Island, GA 31328 This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and /or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. ALL electrical wiring, service included, Means shall be provided to disconnect all must be COPPER. NO aluminum allowed. conductors from the service - entrance conductors. Section 9- 050(8) NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. trical Service an 1 Signature of owner: Date: 4/22/13 Printed name: William Nevon Signature of contract Date: 4/22/13 Printed name: Walter C. Rocker, III 0 Subcontractor List Street address of project: 23 Tybrisa Street, Tybee Island, GA 31328 Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company C) conne(- ale ��i c Business type L �C Address j 3 1 DaIe R-Iy°, 3j L-1111-1, Cell number ��Z- �7 _C93216 Contact person o I c- o(tfwr 2. Company Gt\41'11�4 AIr Address PA Rio -rvb. 3132,f Contact person L°►�r�j nVj 3. Company wwl bi' Address 6 m 0 l (- � k -b , 313Uts Contact person Ch r i s 51) L am o'n 4. Company Address Contact person 5. Company Address Contact person 6. Company Office number Business type tiVAC Cell number 91z T Office number Business type - I/l1'►'1 Cell number RI Office number Business type Cell number Office number Business type Cell number Office number Business type Address Cell number Contact person Office number Attach additional sheets if needed. ►1 CITY OF TYBEE ISLAND Application for a New Construction Permit > P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328 \E Phone 912.472.5030 - Fax 912.786.9539 '! pages 1 - 7 of permit application Required submittals: 2 sets building plans _ 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood zone(s), and trees Ne 3 sets certified hydrology, drainage and erosion control plans VIA $250 plan deposit (will be forfeited if project is abandoned) check # Street address 23 T!, NAME MAii mr., AnnRFCc PIN # � - Cboo$ - o 4,- o I I a PHONE Owner '$1,00url STLIL'Es PP &P 29 12- Home: 1040 - LA 6i4- 15LA� 31 cell: 308 - Architect M�QK �Svyf�u- 103 NASSa0 ogwa Office: or ngineer SAvp,NNXµ 4aA, 314►a Cell: -1- Contractor 'RaOn c..K B1, 1N � Z Z �t azk�'�'� -%--r. SlivA-A,r, 5 3 IA04 Office: � 33 - j:), cell: Check all that apply: Y New Construction ❑ Residential �e ❑ Single Family ❑ Duplex [ktommercial ❑ Multi- Family units 4514 gZI4 '?31L— t43-t Details of project: FJ►'�vr N1,03-C or- IE41 4 WA.,,,-s 12,00r 'Pw,.,6 m4w K`U 14L- 6LOk P XC,-' F Estimated cost of construction: $ -*260 , DCO • 0 A copy of the contract may be requested. Construction type: (select appropriate number below) 1. wood frame 3. brick veneer steel & masonry 2. wood & masonry 4. masonry 6. other: Lot area 41 LIZ sq. ft. # buildings 1 # floors I— # bedrooms — # of egresses Jc An elevator is not an accepted means 25 `! Height Vertical distance is measured from th a e e the building (roof ridge, handrail, etc.), exclusive of chimn , HVA Total heated /cooled square footage !a o31 Base Flood Elevation 13 As -built setbacks: Front Total driveway(s) width — feet Number of off - street parking spaces 2 ms 3 s lot to the extreme high point of d similar appurtenances. Flood Zone Ilk IF—: (AE or VE) Design Flood Elevation (BFE + 1 -foot) l4 Rear -- Sides (L) (R) — # of openings Culvert? t4c, Swale? _ o Number of trees to be removed a A separate tree removal permit is required. 2/19/2013 1 a� The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http: / /www.gaswcc.org /docs /field manual 4e9 pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: hftp://qaswcc.-geor -ga.gov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed wit a eparation that allows for the first one to fail (fall over) without impacting the second one. The complete a�y and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. % a, `, Past violations have resulted in: 1) Sediment discharge from the sit cJse nsigie 'nconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the kpartment oo blic Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLE GEM R Signature of cont actor: - Printed name: 0 46" (4 CfC -T' N Date: Z t February 2013 Street address of project Plumbing company CITY OF TYBEE ISLAND P.O. Box 2749 - 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 - Fax 912.786.9539 Water Tap and Sewer Stub Application Plumbing contact person & phone numbers office Name of property owner(s) Phone numbers of property owner(s) Details of project Residential Commercial Enter the required number of water taps /meters and sewer stubs: cell WATER TAP /METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size v1P tv 3/4" 4„ 1 1-1/2" g" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner /contractor. Contact the Water /Sewer Department at 912.472.5051 for line and tie -in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water /sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: Printed name: Signature of contractor: Printed name: 11 Date: Date: A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at 23 �H require an infrastructure alteration permit? street address of project F-1 Yes No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specificatio2tsen i it nfrastructure shall be accomplished in such a fashion so as to restore the inf, y he same condition that existed prior to the alteration, or to an improved condition, as ed by the Cit . Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alte ation, i accordance with these provisions. Signature of contractor: ✓ ' Printed name: 1AC4 5 Date: 2 2 r 3 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being furnished and occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. ALL electrical wiring, service included, must be COPPER. NO aluminum allowed. Section 9- 050(8) Means shall be provided to disconnect all conductors from the service - entrance conductors. Lm hereby declare that the design and construe Energy Code for Buildings, 2009 Edition, with A Georgia Energy Code Compliance Certif NEC 230.70 is in compliance with the Georgia State mpletion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: Printed name: Signature of contractor: ✓ Printed name: A.")Aev-, (AI1 -(3t "r T- E Date: Date: 2- 2 & )13 Subcontractor List Street address of project: Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors 1. Company Business type Address Cell number Contact person Office number 2. Company Business type Address Cell number Contact person Office number 3. Company Business type Address ��, V Cell number Contact person Office number 4. Company Business type Address Cell number Contact person Office number 5. Company Business type Address Cell number Contact person Office number 6. Company Business type Address Cell number Contact person Office number Attach additional sheets if needed. 7 23 Tybrisa Street ' City Tybee Island State GA ZIP Code 3' I A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) lots 5, 6 & pts of lots 4 & 7 sub of lots 94 -97, ward 4, Tybee Island A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) non - residential A5. Latitude /Longitude: Lat. N 31 deg 59.532 min Long. W 80 deg 50.906 min Horizontal Datum: ❑ NAD 1927 0 NAP 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enctosure(s) n/a sq It a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b nla sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Tybee Island 135164 1 Chatham GA 13051CO326F FIRM Index 67. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 9126/08 9126/08 AE 1 13 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR /AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized IocalVertical Datum NAVD 1988 Conversion /Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.3 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor nla. ® feet ❑ meters (Puerto Rico only) c) Bottom of the lo),-vest horizontal structural member (V Zones only) nta. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) n /a. ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 13.4 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 13.2 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 13.6 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including n /a. ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001_❑ O RO� Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No 01STE� Certifier's Name J. Whitley Reynolds Title Address 636 St a on ue . Signature License Company Name J. Whitley Reynolds, nah, State GA ZIP 11/29/12 No 2249 A 31405 TLEY �� FEMA Foi�Ff81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions Comments C2.e) = water heater For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2_ For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's ficodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes_ G4. Permit Number I G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10_ Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 23 rybnsa Street CitV i vbee Island State GA ZIP Code '8 Company NAIL If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs befow according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and 'Rear View "; and, if required, Tight Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View November 28, 2012 City Tybee Island State GA ZIP Code 31328 Company NAIC Nun-dDw If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify ail photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View_" BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-6932 LAH8059BELLSOUTH. NET February 27, 2013 Diamie Otto, Planning and Zoning Department Tybee Island, Georgia 31328 Re : Island Styles 23 Tybrissa Street Tybee Island, Georgia 31328 Dianne, This letter is in response to the Tybee Island review engineer requesting a d project. The project is an existing mercantile business on Tybrissa. The existing pro parking on the store frontage on Tybrissa, and has a roof slope of approxim: to the rear of the building to the south. The new project is to match the footprint of the existing building with the cxc The overhang of the existing building is approximately 18" on the east and sc north side. The west side joins an existing part of the building which is not to building overhang is 24" on the front and approximately 8" on the east and sc will be flashed and weatherproofed to prevent leakage. The new roof slope is to be a 1h:12 which is less than die original 3:12 slope. ' the new roof will be slightly less than the existing roof due to the smaller overt: be much less. En Drainage patterns will not change from the existing building patterns with roof water being shed to the south of the building. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Senrices, Inc. 897 -6932, e-mail to lalhbos @bellsoutll.net. or fax to 897 -2287. Sincerely, Mark Boswell C �x5 b0SWELL DESIGN SERVICES, INC. 103 NASSAUDRIVE SA VANNAH, GEORGIA 3141 O 912-897-6932 LAHBOSCOBELLSOUTH NET February 28, 2013 Dimme Otto, Plahvhinng and Zoning Department Tybee Island, Georgia 31328 Re : Island Styles 23 Tybrissa Street Tybee Island, Georgia 31328 Dianne, RECEIVED .eFo s' C1_�, _�-r- 31 This letter is in response to the Tybee Island review engineer requesting a soil erosion control summary for the project The project description was included in the drainage summary letter submitted and dated 2- `17 -13. Due to the nature of this project, the soil erosion control measures for this project are not like a typical project and we are requesting some control measures that are not ordinary. We are also requesting that you accept this letter in lieu of three phase soil erosion control plans since the project will be constructed on ahn existing slab and there should be little land disturbance. We are proposing the following soil erosion control measures : 1. The front of the building is also the high point of the proiect and is also where the building slab meets the sidewalk. The only disturbed earth should be during the excavation of footings within the existing slab. We are proposing to use hay bales, straw bales, water bags, sand bags or a 1 x secured by sand bags or anchored in some way to prevent sediment from leaving the site. This 1 x, sand bags, etc. may be placed on the inside of the construction/privacy fence and secured or anchored. 1. We are proposing that the sidewalk be swept and cleaned daily at a minimum and inspected four times a day and cleaned if necessary. 3. The rear of the building has a few bare spots without vegetation. These spots shall be covered with 1 to 2" of crushed gravel. Phis gravel with also be considered as the final stabilization, 4. Plywood sheets shall be used as a base for scaffolding and the like to protect current ground conditions and any new gravel. 5. We are proposing that all soil erosion control measures be reviewed and approved prior to placement in the field. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897 -6932, c -mail to ]rilhb0s @bellsouth.net or fax to 897 - 2287. Sincerely, TY_\ CID � Mark Boswell CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 -2749 Ph (912) 786 -4573 FAX (912) 786 -5832 Vendor #: 01- 002055 Issued to: DAVIS ENGINEERING, INC P 0 B OX 1 6 6 3 TYBEE ISLAND, GA 31328 PURCHASE ORDER PO Number: 111 —22677 This num m ber ust appear on aQated correspondence, shipping papers and invoices. Date: 0 4/ 1 9/ 2 0 1 Jtequisition # 13 -22677 Ship to: CITY HALL 4 0 3 B U T L E R A V E N U E TYBEE ISLAND, GA 31328 F.O.B. Point - Tybee Island, GA Terms - Net 30 davc Authorized by For the City of Tybee Island I agree to provide the items /services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date Date 9VR F ( F-1 [ V U-- r 10 , L - I - (3 Ll DAVIS ENGINEERING, INC. P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695 -7262 dkdbus c(Dgmail.com INVOICE April 19, 2013 Invoice #21302101 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: Tybrissa Island Style 02 -27 -13 1.5 Research on predemolition photos Site visit & coordination with Ms. Otto. 02 -28 -13 2.0 Coordination with Engineer, review of submittals and site visit. 3.5 hours @ $175 = $612.50 Total Due This Invoice 11� �oo_-722o -52- 12o3� CV `►-� fl� '�- I R -I3 W l 1 b ce d e d -1-0 -� P ) 3 - / r e� W d W J Q V W ' O H 2 V J 1 (� W LAJ O = O J Z � Q Z D Q a Lai Lon M O .O N v W a Li a Q ° LU u' W LUQ v a L!l T C J E L L V 0 v O O O a A �V 0 V A CL Ia 0 3 a s H E i 3 M N 40 C .O C/-) Con 0 0 a� -c ..Q I 1 y City of Tybee Island Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 111 `' "h;' �4J��>� Phone 912.472.5032 • Fax 912.786.9539 NTATIONAL CODE COUNCIr MEMBER Permit No. Date Requested Z LZ - Z �3 Owner's Name �!��J�� `r�LT_ 1 Date Needed Gen. Contractor �� k-,_ -� Subcontractor Contact Information �-11Jbizi -: /- 4 ,Z4t�, Project Address r7,-- '1 -�,.'1 Scope of Work Inspector I i -; Inspection Inspection Date of Inspection T. 6i FI t=2 fps � Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee oo� Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Planning & Zoning Dept. Est 1 Inspection Report 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 coop ouwcie MEMBER Permit No. Date Requested Z/Z Z/ L Owner's Name �� 1 �L Date Needed Z/ZL/, L Gen. Contractor U ,;u Subcontractor Contact Information Zy Project Address Scope of Work i-1-L4 I Inspector Date of Inspection Inspection k° I� Inspection Inspection Inspection Pass Fail 0 Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee n D cn r D 0 m O n m O O i m m O C cn 0 m 0 m O n m O O i m z 0 m N W r z m D TI m m O O q m DO cn n C r z m D m m z 0 m m z 0 r z m D -1 m m r O n O 0 cn P m m m ° (� < D O m c cn CO 0 O0 D ° m 37 cn 0 D m z m m ` o n C m O C = IL m m r v O 0 m 0 0 cn M M n x z n x m o cu x o m N m O AM _ ?--I ❑ ❑ m 0 z D i� 0 -< O m n n D 1, c o D O m z m m D m m� D m c Q m co Dmmm co Qa F1 m v N v ° a v D O m D CL m z Z m =� = z Q y p ID D n m O —i F n m 3 ❑ m --j 1 v o Qm p o m O p < 1 D Cl) > r D o D D Q 0O m a m d z D o r x m rn 0 o m oa m m s CD cr O a m � m o n D cn r D 0 m O n m O O i m m O C cn 0 m 0 m O n m O O i m z 0 m N W r z m D TI m m O O q m DO cn n C r z m D m m z 0 m m z 0 r z m D -1 m m r O n O 0 cn P m m m c ol m m > m (� < D O m c cn CO 0 O0 Z z 0 r o 37 cn 0 D m z 0 r C C C C IL D 0 0 0 0 cn M M n x z c ol m f� t,) = .m N eln t W P cn 20 D D MM _ Cl) n ccZ��D .s -I N =O N cnmx O M Z o�wM 0 65wom C,, r m o 0m O 0 00 D O Oa Y O O m > m (� < D O m c cn CO 0 C1 co p m Z z 0 r o 37 cn 0 D m z 0 C T —fm IL 1 M M n x z n x m o cu x o m m n ❑ ❑ m 0 z D i� 0 -< O m n n D 1, c o D O m z m m f� t,) = .m N eln t W P cn 20 D D MM _ Cl) n ccZ��D .s -I N =O N cnmx O M Z o�wM 0 65wom C,, r m o 0m O 0 00 D O Oa Y O O DATE ISSUED: 01 -30 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION 4•, CITY OF TYBEE ISLAND BUILDING PERMIT REMODEL / DRY FLOODPROOFING 23 TYBRISA ST — PIN #4- 0008- 04 -011B ISLAND STYLE SILVER WAVES INC / DBA TYBEE ISLAND GA 31328 912 - 786 -9596 ROCKBY INC 2700 GREGORY ST STE 130 SAVANNAH GA 31404 U $3,342.00 $300,000.00 PERMIT #: 130068 TOTAL BALANCE DUE: $3,342.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent:. L P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org h City of Tybee Island, Georgia 912 - 472 -5033 or 912 - 472 -5031 - Fax 912 - 786 -9539 I\ , APPLICATION FOR BUILDING PERMIT Property Address: y r• S 6?., oao� _ 0 - 6 I /B ❑ Single Family ❑ Duplex ❑ Multi - Family units [0,,'Commercial S units Details of Project: 1L VJi ! (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new 0 square feet heated /cooled --- d one -2 ❑ Demolition of Structure ❑ Other Estimated Cost of Construction: $ 3E C� LIOC` . f'C` (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y N " Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. *Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through Construction debris will be disposed by 1 U by means of I understand that I must comply with zoning flood damage control, building, fire, shore protection and wetland ordinances FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 1 - 22- -13 Signature of Applicant: -�`- Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager ate 0 -13 Z �'�yr�nuefG�a\ FEES Name Mailing Address Teleph Owner slord S+�y (N Home: Cell: 30 - Architect or n ineer . 11WI L A-v v V (./.: n> Cvp 6,_1 J e- l - (o q 3 Contractor �� 1�+ �- Office: Cell: 433- ❑ Single Family ❑ Duplex ❑ Multi - Family units [0,,'Commercial S units Details of Project: 1L VJi ! (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new 0 square feet heated /cooled --- d one -2 ❑ Demolition of Structure ❑ Other Estimated Cost of Construction: $ 3E C� LIOC` . f'C` (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: Listed on National Historic Register or located within a National Historic District? Y N " Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. *Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through Construction debris will be disposed by 1 U by means of I understand that I must comply with zoning flood damage control, building, fire, shore protection and wetland ordinances FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 1 - 22- -13 Signature of Applicant: -�`- Printed Name Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager ate 0 -13 Z �'�yr�nuefG�a\ FEES Permit ,`� ol, 00 Inspections Q0 '1''V a Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. r1 -o SNO S-0 TOTAL 3 V0 LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families Child Care Providers and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Cc — Construction Exit and Shc — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http:// www. gaswcc .org /docs /field_manual_4ed.pdf. Problems with the Cc is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without im�cting the second one. The complete assembly and installation must be compliant; steel or wood posts host spacing. C or A. Signature for receipt of Cead Paint, Asbestos, and BMP notices. Date ��' //j ter ,Y,_., /1/C' L,r_�l'vl Printed Name Chatham County Board of Assessors: 21" 2 Property Record Card 4-0008-04-01111 Page 1 of 2012 Chatham County Board of Assessors 4- 0008- 04 -011B Property Record Card tl 23 TYBRISA ST TYBEE ISLAND APPRAISER PSMILLER LTS 5 6 PTS OF 4 + 7 RESUB OF 97 OF IZLARS RESUB WD 5 TYBEE HAPPY NEWS LLC j CAMA ASMT GRANTEE.-HAPPY NEWS LLC LAST INSP 12108/2011 PERMITS TYPE DATE P O BOX 28121415,300 11 -0262 EL 415,300 LAND 1 APPR ZONE 000008 08 Dec 2011 TYBEE ISLAND GA 31328 78,400 78,400 BLDG 1 10 -0083 EL 07 Jul 2010 Comp 1,500 400 400 OBXF 1 060634 29 Jan 2008 Comp 494,100 494,100 Cost - MS SALES -BOOK/ INS VI QU RSN PRICE 05 Jan 2007 Comp 1,000 CODES 05 Jan 2007 s_ - PAGE 28 Feb 302Q 0192 WD I Q QW 585,000 05 Jan 2007 Comp 500 PROPERTY 0002 IUSE COMMERCIAL 2006 GRANTOR:DEJOHN GAIL FLEMING UTA GRANTEE.-HAPPY NEWS LLC Tybee PERMITS TYPE DATE AMOUNT 11 -0262 EL 08 Dec 2011 Comp 400 11 -0148 08 Dec 2011 Comp 4,000 11 -0262 CM 08 Dec 2011 Comp 475 10 -0083 EL 07 Jul 2010 Comp 1,500 07 -0190 29 Jan 2008 Comp 1,200 060634 29 Jan 2008 Comp 060634 29 Jan 2008 Comp 800 060589 CM 05 Jan 2007 Comp 1,000 06 -0258 CM 05 Jan 2007 Comp 3,000 060175 CM 05 Jan 2007 Comp 500 COMMENTS 04 Apr 2011 07 Jul 2010 24 Feb 2009 30 Jan 2008 11 Jan 2007 23 May 2003 13 Apr 2001 22 Dec 2000 SAGIS TY11 RET VAL ENT 2011- PROPERTY REVIEWED Ii FOR PERMIT ACTIVITY; NVC; LAL TY09 RET VAL ENTD 02/24/09 j JS 2008, PROPERTY REVIEWED FOR PERMIT ACTIVITY, TENANT B/O FOR LIKI TIKI, NVC, LAL 2007, PROPERTY REVIEWED FOR PERMIT ACTIVITY, NVC, LAL 2003, LAND REVIEW. 2001, HCC, REVIEWED PROPERTY. 12/22/00 BOE'00 CHG $158,000 DUE TO FLOODING PROBLEMS. EXTRA FEATURES ID# BLDG # SYSTEM DESC 139800 86026 Comm porch avg LAND ID# USE DESC 110534 MISC RETAIL DIM 1 DIM 2 UNITS QL UNIT PRICE 0 0 132.00 3 11.68 FRONT DEPTH UNITS /TYPE 0 0 6,292.00 -SF RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 1,542 1975 1975 40 447 400 PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 60.00 C1 415300 http: // boa. chathamcounty. org/ DesktopModules/ ChathamCounty/ BoardofAssessors /PropertyRecordCard.asr)... 1/22/2013 UTA 0004 Tybee Island NBHD 020500.00 T500 TYBEE TO BULL R EXEMPTIONS COMMCATEG 3000 MISCELLANEOUS RETAIL HISTORY LAND IMPR TOTAL 2011 415,300 78,800 494,100 Cama 2010 377,520 244,500 622,020 Over 2009 566,500 244,500 811,000 Over 2009 377,520 244,500 622,020 Over 2008 566,500 244,500 811,000 Over 2007 811,000 A/C 2006 566,500 107,000 673,500 Cama 12005 201,500 98,000 299,500 Over 12004 201,500 98,000 299,500 Over 12003 299,500 A/C 12002 158,000 158,000 Over `2001 158,000 158,000 Over 12000 158,000 A/C 1999 71,400 49,480 120,880 Over 1998 71,400 49,480 120,880 Over 1997 71,400 49,480 120,880 Over 1996 57,120 49,480 106,600 Over 1995 57,120 49,480 106,600 Over 1994 57,120 49,480 106,600 Over 1993 57,120 49,480 106,600 Over 1992 57,120 49,480 106,600 Over RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 1,542 1975 1975 40 447 400 PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 60.00 C1 415300 http: // boa. chathamcounty. org/ DesktopModules/ ChathamCounty/ BoardofAssessors /PropertyRecordCard.asr)... 1/22/2013 Printing: Layout Page GAGIG Savannah Area GIS Savannah Area (ieographlc Information system AE ,1 . E 1G I� 11 0.15 Owner: HAPPY NEWS LLC PIN: 4 -0008 - 04 -011B Property Address: 23 TYBRISA ST Zoning: C -1 /SE Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912 - 355 -6699 Voting Precinct: 4 -11C Elementary School: HOWARD ELEMENTARY Middle School: COASTAL High School: Islands Zip Code: 31328 Neighborhood Code: 20500 Calculated Acreage: 0.1492295 Land Value: 415300 Building Value: 78800 Real - estate Value: 494100 Sale Price: 585000 Sale Month: 02 Sale Day: 28 Sale Year: 2006 Legal Description: LTS 5 6 PTS OF 4 + 7 RESUB OF Property Card: Click Here http://www.sagis.org/app/NET/print.aspx ti N i i 8G�ti Page 1 of 1/29/2013 YATES -ASTRO TERMITE JOB o WORK ORDER ! PEST CONTROL CC P.O. Box 23313 JHVHI UGVSUI1 31FV3 DATE RIDER j (912 ) 651 -9000 LINEAR FEET BLOCK VOIDS: GAL. USED: CUSTOMER'S ORDER N0. I PHONE MECHANIC HELPER LINEAR FEET FOOTERS: STARTING DATE BILL TO iipp_ 1 TAX r� TOTAL GALS. ORDER TAKEN BY ADDRESS WORK "ORDERED BY DEPTH OF FOOTER OUTSIDE: $ CRAWL: SLAB: ❑ DAY WORK TYPE OF SLAB: CHEMICAL USED: b—h c% R ❑ CONTRACT ❑ EXTRA CITY JOB NAME AND LOCATION JOB PHONE DESCRIPTION OF WORM: ** PRETREAT ** } �., - SQ. FEET: GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET FOOTERS: GAL. USED: TAX r� TOTAL GALS. DEPTH OF FOOTER INSIDE: 1 2 3 4 WORK "ORDERED BY DEPTH OF FOOTER OUTSIDE: $ CRAWL: SLAB: TYPE OF SLAB: CHEMICAL USED: b—h c% R TECHNICIAN(S): M ,1 L� TARr,a °TFD PEST- SUBTERRANEAN TERMITES RENEWAL: L Gu c� 4-) H X } �., - TOTAL MATERIALS r'z TOTAL LABOR - TAX DATE COMPLETED / WORK "ORDERED BY TOTAL AMOUNT $ -�, p ❑ No one home ❑ Total amount due ❑ Total billing to Signature \� for above work: or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work STEEL X B U I L D I N G S Wednesday, March 05, 2014 Rockby Construction, Inc. Re: Job # 21879 Tybrissa Street Tybee Island, Ga rNE IlV(?RM'$ FIR-,T aN fell!/ Sfk_1R('F FO INSTANT ONLINE PLANS 1. 800. 3541545 In response to type of roof insulation provided for the above project. (R -19) 6" thick reinforced white vinyl back, VRR Plus insulation was provided for this project. The nominal thickness of 6 3/8" faced fiberglass insulation results in an r -value of 19. This insulation is used for roof and wall applications and a thermal block is not required to achieve the R -19 rating. See attached spec sheets. Please contact me if I need to provide any additional information. Thanks, Tammy Hayes General Manager Steelmax Buildings, Inc. THE WORLDS FIRST AND ONLY SOURCE FOR INSTANT ONLINE PLANS 1700 County Farm Road • Adel, Georgia 31620 • (800) 354 -1545 • Fax (229) 896 -5575 www.steelmaxbuildings.com V Alpha Style VR•R PLUS is a triple ply laminate of a white polypropylene film with a metallized polyester film backing, and a fiberglass scrim tear stopper. The components are adhered together using a high performance flame retardant adhesive. APPLICATIONS This product is designed to be used as a metal building facing. ADVANTAGES Alpha Style VR -R PLUS offers many advantages, among which is excellent vapor retarder qualities and can be used through a broad range of temperatures.. PROPE=DATTA STYLE VR -R PLUS CHARACTERISTIC METHOD VALUES' FLAME SPREAD 25 SMOKE DEVELOPED 50 DATA SHEET 13662 REV B DATE; 08/25/05 `All values are nominal unless otherwise specified. Specializing in marine, aerospace, automotive and commercial fabrics for thermal and industrial applications Note: Alpha's metal- building - insulation facings are produced with plastic films containing ultraviolet (UV) inhibitors. However, intense exposure to UV sources such as direct or indirect sunlight and/or high - output UV lighting is not recommended. Intense UV exposure will degrade the plastic film facing. The information provided in this documentation corresponds to our knowledge on the subject at the date of its publication. Since Alpha Associates, Inc. cannot anticipate all variations in actual end -use conditions, Alpha Associates, Inc. makes no warranties and assumes no liability in connection with any use of this information. EN LISIi METRIC WEIGHT BASIS WEIGHT 13.2lbs/1000sgft +/- 10% 64.1 g/mz ±10% THICKNESS ASTM -D- 1777 -96 .007" nominal 178 microns nominal TENSILE STRENGTH ASTM- C-1136 MD 30lbsrnch 5.25 kN /m XD 30 lbsirnch 5.25 kN /m ACCELERATED AGING 30 days(95% RH,120 °F) @ 49 °C No Corrosion No Corrosion No Delamination No Delamination BURST STRENGTH ASTM -D -774 100 psi 7.0 kg/cmZ BEACH PUNCTURE ASTM -C -1136 300 Beach units (39.75 InAbs) 8.88,/ou/es LIGHT REFLECTIVITY ASTM C -523 Result -85% WATER IMMERSION 24 hours @ 73 °F (23 °C) No Delamination No Delamination PERMEABILITY OWTR) ASTM- E -96 -94 0.02 Penns 1.15 ngINs TEMPERATURE RESISTANCE FED SPEC HHB -1006 -40 °F to 220 °F -40 °C to 104 °C MOLD RESISTANCE ASTM -C-665 No Growth No Growth FIRE TESTING COMPOSITE UL 723 (CAN ULC- S201m) FLAME SPREAD 25 SMOKE DEVELOPED 50 DATA SHEET 13662 REV B DATE; 08/25/05 `All values are nominal unless otherwise specified. Specializing in marine, aerospace, automotive and commercial fabrics for thermal and industrial applications Note: Alpha's metal- building - insulation facings are produced with plastic films containing ultraviolet (UV) inhibitors. However, intense exposure to UV sources such as direct or indirect sunlight and/or high - output UV lighting is not recommended. Intense UV exposure will degrade the plastic film facing. The information provided in this documentation corresponds to our knowledge on the subject at the date of its publication. Since Alpha Associates, Inc. cannot anticipate all variations in actual end -use conditions, Alpha Associates, Inc. makes no warranties and assumes no liability in connection with any use of this information. CertainTeedM - Specification Sheet Metal Building Insulation 202 -96 1. PRODUCT NAME CertainTeed Fiber Glass Insulation for Metal Building Insulation 202 -96 2. MANUFACTURER CertainTeed Corporation P.O. Box 860 Valley Forge, PA 1 9482 -01 05 Phone: (610) 341 -7000 (800) 233 -8990 Fax: (610) 341 -7571 Fax -On- Demand: (800) 947 -0057 Websitc: www.ccrtaintccd.com 3. PRODUCT DESCRIPTION Basic Use. CertainTeed Fiber Glass Metal Building Insulation 202 -96 is a flexible blanket insulation furnished in rolls and intended to he. laminated nn one side with a suitable vapor retarder. It is used as a thermal and acoustical insulation in the roofs and sidewalls of pre - engineered metal buildings and post frame construction. Benefits: Metal Building Insulation reduces transmission of exterior sound to the interior of the building and absorbs reverberating sounds within the building. Composition and Materials: Com- posed of inorganic glass fibers bond- ed with a thermoset resin to form a uniformly textured yellow blanket insulation. Limitations: This product is designed for use in interior (weather protected) wails and roofs of pre - engineered metal buildings. It should be laminated on a first -in, first -out basis and should be kept dry at all times during processing and end use. After lamination, packag- ing should not exceed a 5.5:1 com- pression ratio. For additional informa- tion, please refer to the appendix of the NAIMA 202 -96 (Rev. 2000) standard. Sizes: Standard available sizes as noted in the table on the back. 4. TECHNICAL DATA Applicable Standards. • Model Building Codes: - CABO, BOCA, ICBO, SBCCI, ICC • Material Standards: - ASTM C 991 Type I - NAIMA 202 -96 (Rev. 2000) Fire Resistance. + Fire Hazard Classification: - UL 723, ASTM E 84, NFPA 255 Max. Flame Spread Index: 25 Max. Smoke Developed Index: 5o - CANIULC-S1 U2 -M88 WNWAM Nominal Thiclmess Prior to laminating R -Value In. mm R RSI 33/a 66 10 1.76 33/4 95 11 1.94 43/4 S14 111 133 13 16 219 2.82 63A 162 32 24 19 3.35 • Non-combustible: -ASTM E 136 Meets requirements PhyskallChemical Properties: + Thermal Resistance: - ASTM C518an"i ASTM C177 at 757 (24 °C mean temperature. Construction Type Transmission Loss in dB at the Octave Frequencies STC 125 250 500 1000 2000 4.000 Rating No Insulation 12 13 19 24 30 32 24 R -10 Faced 202 -96 Insulation 12 16 26 37 45 49 29 Over the Purlins R -19 Faced 202 -96 Insulation a Over the Purlins 13 20 30 41 49 51 32 202 -96 Insulation Over & Between the Purlins to Fill 14 24 34 44 53 56 36 the Cavity (R -25 Combined) No Insulation 12 14 19 19 20 27 21 R -10 Faced 202 -96 Insulation 13 16 25 32 37 46 28 Over the Girts ' R -13 Faced 202 -96 Insulation Over the Girts 13 17 26 33 38 47 29 R -13 Faced 202 -96 Insulation A 3 Over the Girts 3-Ye" Steel Studs on 24" Centers with 1/2' Gyp. 26 40 S7 60 64 65 50 Board on Interior. R -13 Faced 202 -96 Insulation Over the Girts 31/a° Steel Studs on 24' Centers with R -11 Batts 31 43 55 68 73 75 54 & I& Gyp. Board on Interior. Sound Transmission Class (STC) in accordance ASTM E 90 — Roof construction Is 24ga. standing seam roof with 8' Z purlins on 5' centers —Wall construction is 26ga. wall panels screwed to 8" Z girls placed on 7' centers interior metal furring wall studs were 35/6" by 25ga. on 24'. centers sustainable( insulation . Specification Sheet Metal Building Insulation 202 -96 PRODUCT DESCRIPTION Basic Use: CertainTeed Fiber Glass Metal Building Insulation 202 -96 is a flexible blanket insulation furnished in rolls and intended to be laminated on one side with a suitable vapor retarder. It is used as a thermal and acoustical insulation in the roofs and sidewalls of pre - engineered metal buildings and post frame construction. Benefits: Metal Building Insulation 202 -96 reduces transmission of exterior sound to the interior of the building and absorbs reverberating sounds within the building. Composition and Materials: The product is composed of tan, uniformly textured, inorganic fibrous glass and formed with a formaldehyde -free binding agent. Limitations: This product is designed for use in interior (weather protected) walls and roofs of pre- engineered metal buildings. It should be laminated on a first -in, first -out basis and should be kept dry at all times during processing and end use. After lamination, packaging should not exceed a 5.5:1 compression ratio. For additional information, please refer to the appendix of the NAIMA 202 -96 (Rev. 2000) standard. Sizes: Standard available sizes as noted in table below. Contact CertainTeed for non - standard sizes. INSTALLATION THERMAL PERFORMANCE The vapor retarder on Metal Building Insulation 202 -96 should be installed toward the conditioned spaces in the building. The insulation is normally applied over or between the structural members of the building and held in place by the covering sheets or insulation support system. When using high R -Value systems, it is recommended that the cavity between the exterior metal sheet and the faced fiber glass insulation should be completely filled. Nominal Thickness (Pre- lamination) R -Value Product Name in. mm R RSI 3% 86 10 1.76 33A 95 11 1.94 4% 111 13 2.29 5'% 133 16 2.82 6% 162 19 3.35 634 171 21 3.70 8 203 25 4.40 9% 235 30 5.30 Non - standard widths are available and subject to an upcharge on an individual basis determined by manufacturer's capability, quantity, lead times and packaging availability. *R-21, R -25 and R -30 are made to order. a3 jl,/� CertainTeed CertainTeed Metal Building Product Name AVAILABLE SIZES Insulation 202 -96 Manufacturer R -Value Nominal Thickness Width Address Length R in. mm in. mm ft. m 10 3% 76.2 36, 48, 60, 72 914,1219,1524,1829 100 30.5 11 3% 88.9 36, 48, 60, 72 914,1219,1524,1829 100 30.5 13 4% 101.6 36, 48, 60, 72 914,1219,1524,1829 75 22.9 16 5' /a 133.35 36, 48, 60, 72 914,1219,1524,1829 50 15.2 19 6% 127 36,48,60,72 914,1219,1524,1829 50 15.2 21* 63/ 152.4 36, 48, 60, 72 914,1219,1524,1829 45 13.7 25` 8 203.2 36, 48, 60, 72 914,1219,1524,1829 30 9.1 30' 9A 203.2 36, 48, 60, 72 914,1219,1524,1829 25 7.6 Non - standard widths are available and subject to an upcharge on an individual basis determined by manufacturer's capability, quantity, lead times and packaging availability. *R-21, R -25 and R -30 are made to order. a3 jl,/� CertainTeed TECHNICAL DATA Applicable Standards • Model Building Codes: — ICC • Material Standards: — ASTM C991, Type I — NAIMA 202 -96 (Rev. 2000) Fire Resistance • Fire Hazard Classification: — UL 723, ASTM E84, NFPA 255 Max. Flame Spread Index: 25 Max. Smoke Developed Index: 50 — CAN/ULC- S102 -M88 • Non - combustible: — ASTM E136 / Meets requirements Physical /Chemical Properties • Thermal Resistance: —ASTM C518 and /or ASTM C177 at 75°F (24 °C) mean temperature: see table at left • Acoustical Performance: see tables on other side • Water Vapor Sorption: —ASTM C1104 / No greater than 5.0% by weight • Corrosiveness: — ASTM C665 / Meets requirements for steel, copper and aluminum • Odor Emission: —ASTM C1304 / Pass • Fungi Resistance: — ASTM C1338 / Pass Test Quality Assurance CertainTeed's commitment to quality and environmental management has ensured the registration of the Athens, Chowchilla and Kansas City plants to ISO 9001:2000 and ISO 14001: 2004 standards. CertainTeed Metal Building Product Name Insulation 202 -96 Manufacturer CertainTeed Corporation P.O. Box 860 Address Valley Forge, PA 19482 -0105 Phone 610 - 341 -7000 • 800 - 233 -8990 Fax 610 - 341 -7571 Website www.certainteed.com /insulation TECHNICAL DATA Applicable Standards • Model Building Codes: — ICC • Material Standards: — ASTM C991, Type I — NAIMA 202 -96 (Rev. 2000) Fire Resistance • Fire Hazard Classification: — UL 723, ASTM E84, NFPA 255 Max. Flame Spread Index: 25 Max. Smoke Developed Index: 50 — CAN/ULC- S102 -M88 • Non - combustible: — ASTM E136 / Meets requirements Physical /Chemical Properties • Thermal Resistance: —ASTM C518 and /or ASTM C177 at 75°F (24 °C) mean temperature: see table at left • Acoustical Performance: see tables on other side • Water Vapor Sorption: —ASTM C1104 / No greater than 5.0% by weight • Corrosiveness: — ASTM C665 / Meets requirements for steel, copper and aluminum • Odor Emission: —ASTM C1304 / Pass • Fungi Resistance: — ASTM C1338 / Pass Test Quality Assurance CertainTeed's commitment to quality and environmental management has ensured the registration of the Athens, Chowchilla and Kansas City plants to ISO 9001:2000 and ISO 14001: 2004 standards. Dianne Otto From: Downer Davis <dkdbus @gmail.com> Sent: Monday, March 31, 2014 11:06 AM To: Dianne Otto Subject: Fwd: Island Styles on Tybrissa Attachments: photo 1.JPG; photo 2.JPG; 21302102_cloc Based on my observations, I find the Engineer's continued positiion of the site being compliant, to be reasonably sound. . With regard to the asbuilts, as we did not require drainage to be asbuilt (due to the simplicity) and DPW and W &S checking them for water meter location, etc..., the asbuilt was not part of my site final review and I take no exception to it. Downer Davis (912) 695 -7262 dkdbusC&gmail.com EXCESS OF 40 PARKING SPACES INCLUDING 2 HANDICAP SPACES ON SOUTHSIDE OF TYBRISSA TYBRISA STREET 60' R/W S 70'30'00 "E 79.72' r - - - 1H5 srr - -- -- - - -- �- -- _ - - - - 7747777/H - g /q�� W. P7. 1,07 4 / /� / / /// —6 m ,z 4 I TYBE ISLAND S � T t SITE VICINITY MAP .4 470' TO MUNICIPAL PARKING LOT 0 F Z. P7. w7 7 o mIm_m ci ]O7 98 CO Q N N Ln 5' ARBOREAL BUFFER AS PER TYBEE ORDINANCE AND 8' HIGH PRIVACY FENCE SITE EXHIBIT 7_ 10' EXISTING BUILDING IN BSL OR BUFFER I. EXISTING BUILOWG THAT ENCROACHES INTO ARSOREA! BUTTER a ei SF MUCH IS 0.6. OF MIA'. SITE 2 EXISTING BULGING :I:AT ENCROACHES INTO BA - 357 ST WMCH Is 5.5; O' TOTAL SITE 3, NEW B IS PLANNED TO BE W,THIN EXISTING FOOTPRINT Oc E STING BUILDING. 1. 70X CF EXTERfp WALLS RENARI IN PAGE AND ARE PLANNED TO REMAIN IN PLACE. FIT". AAIS - ' M.iERIURSUVPCFIS I sDE a .T „A Pro }cl Inlormallon: P.I.N.: {- OODB- 04 -OIIB PRO.CCT ADDRESS : 23 T16dw, SI 1 URREN IN CT ZONG : CT-A SITE SIZE : 0.15 ACRES (TOTAL) ESTIMATED DISTURBED AREA : 0.01 ACRES SETBACKS: MONT - 0' SIDE 0' REAR S' BUFFERs FRONT - 0' SIDE . 0' REAR 5' BLINDING HEIGHT : NOT TO EXCEED 35' OMIER :"I— I.- OANER MAILING ADDRESS :23 T)bri u S4 T16x W-4 Georgia JIJ26 PHONE : M -J g2BA (c) PARKING AVAILABILITY I. 5oof6.Ue of TT6n mntohs h u "=D Pxking LPOCea .IM hrJuded 2 N-dw, Sp— Z. P.o}ct 1. 170 lb— It ft— c municpo' P_hq lof 00 AT fFllCF oETAR scNE OFF STREET PARKING CALCULATIONS: BUILDING = 6,031 sl RETAIL AREA = 6,031 sl ADE PARKING = 200 sl SP leasable 31 SPACES REQUIRED TOTAL REQUIRED PARKING SPACES = 31 SPACES/ TOTAL PARKING SUPPLED = 0 SPACES HANDICAP SPACES SUPPUED = 0 SPACE PARKING SPACES BASED ON THE CITY OF TYdEE ISLAND PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY. rece, ve.cL sr o.r / l ark: S os we I _ Co n rr+ C7^ 3'lq'�3 scALE: r = td o 10' Zo' 30' U Z U o > W v z J m N 2 LLI U) U) � N � 00) m Z Q N N LLI g "o Q J a __l 0) LL�L1 V / 0 m U w O a c7 0 wQ'- Z4 O umi � >z. N 2 �mwZO W LLZm w w wmU1 _I m Nu �N v, m o � '7 L” r mi ({ 101 DRAY: iNG NI:MSER C -1 T OF 1 SHE-S IN 'm sm ]O7 98 CO Q N N Ln 5' ARBOREAL BUFFER AS PER TYBEE ORDINANCE AND 8' HIGH PRIVACY FENCE SITE EXHIBIT 7_ 10' EXISTING BUILDING IN BSL OR BUFFER I. EXISTING BUILOWG THAT ENCROACHES INTO ARSOREA! BUTTER a ei SF MUCH IS 0.6. OF MIA'. SITE 2 EXISTING BULGING :I:AT ENCROACHES INTO BA - 357 ST WMCH Is 5.5; O' TOTAL SITE 3, NEW B IS PLANNED TO BE W,THIN EXISTING FOOTPRINT Oc E STING BUILDING. 1. 70X CF EXTERfp WALLS RENARI IN PAGE AND ARE PLANNED TO REMAIN IN PLACE. FIT". AAIS - ' M.iERIURSUVPCFIS I sDE a .T „A Pro }cl Inlormallon: P.I.N.: {- OODB- 04 -OIIB PRO.CCT ADDRESS : 23 T16dw, SI 1 URREN IN CT ZONG : CT-A SITE SIZE : 0.15 ACRES (TOTAL) ESTIMATED DISTURBED AREA : 0.01 ACRES SETBACKS: MONT - 0' SIDE 0' REAR S' BUFFERs FRONT - 0' SIDE . 0' REAR 5' BLINDING HEIGHT : NOT TO EXCEED 35' OMIER :"I— I.- OANER MAILING ADDRESS :23 T)bri u S4 T16x W-4 Georgia JIJ26 PHONE : M -J g2BA (c) PARKING AVAILABILITY I. 5oof6.Ue of TT6n mntohs h u "=D Pxking LPOCea .IM hrJuded 2 N-dw, Sp— Z. P.o}ct 1. 170 lb— It ft— c municpo' P_hq lof 00 AT fFllCF oETAR scNE OFF STREET PARKING CALCULATIONS: BUILDING = 6,031 sl RETAIL AREA = 6,031 sl ADE PARKING = 200 sl SP leasable 31 SPACES REQUIRED TOTAL REQUIRED PARKING SPACES = 31 SPACES/ TOTAL PARKING SUPPLED = 0 SPACES HANDICAP SPACES SUPPUED = 0 SPACE PARKING SPACES BASED ON THE CITY OF TYdEE ISLAND PARKING ORDINANCE ASSUMING A RETAIL OCCUPANCY. rece, ve.cL sr o.r / l ark: S os we I _ Co n rr+ C7^ 3'lq'�3 scALE: r = td o 10' Zo' 30' U Z U o > W v z J m N 2 LLI U) U) � N � 00) m Z Q N N LLI g "o Q J a __l 0) LL�L1 V / 0 m U w O a c7 0 wQ'- Z4 O umi � >z. N 2 �mwZO W LLZm w w wmU1 _I m Nu �N v, m o � '7 L” r mi ({ 101 DRAY: iNG NI:MSER C -1 T OF 1 SHE-S