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HomeMy Public PortalAboutHISTORICAL SIGNIFICANCE DETERMINATION LETTER - 740 NAVARRE AVE -Historical Resources and Cultural Arts 2327 Salzedo Street Coral Gables, FL 33134 Phone: 305-460-5093 Email: Hist@coralgables.com Historical Significance Designation Letter for 740 Navarre Avenue December 19, 2023 Bhavarth Shukla 740 Navarre Avenue Coral Gables, FL 33134 Re: 740 Navarre Avenue, legally described as Lots 6 less E 25FT and Lot 5 and E ½ Lot 4, Block 25, Coral Gables Section B, according to the Plat thereof, as recorded in Plat Book 5, at Page 111, of the Public Records of Miami-Dade County, Florida. Dear Property Owner, Section 8-107(G) of the Coral Gables Zoning Code states that "All demolition permits for non-designated buildings and/or structures must be approved by the Historic Preservation Officer or designee. The approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval is deemed void unless the demolition permit has been issued by the Development Services Department. The Historic Preservation Officer may require review by the Historic Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contributing building, structure, or property within an existing local historic landmark district. This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Historic Designation shall be within sixty (60) days from the Historic Preservation Officer determination of "eligibility." Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant selected by the city may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. The types of reviews that could be conducted may include but are not limited to the following: property appraisals; archeological assessments; and historic assessments." Therefore, please be advised that after careful research and study of our records and the information you presented the following information has been determined: 740 Navarre Avenue, legally described as Lots 6 less E 25FT and Lot 5 and E ½ Lot 4, Block 25, Coral Gables Section B, according to the Plat thereof, as recorded in Plat Book 5, at Page 111, of the Public Records of Miami-Dade County, Florida, DOES NOT meet the minimum eligibility criteria for designation as a local historic landmark. Therefore, the Historical Resources staff WILL NOT require review by the Historic Preservation Board if an application is made at this time for a demolition permit. Please note that, pursuant to Section 14-107.5(b)(15) of the Coral Gables Zoning Code, this determination does not constitute a development order and is valid for a period of eighteen (18) months. In the case where the Historic Preservation Officer or designee determines that the property does not meet the minimum eligibility criteria for designation, a permit for the demolition of the property must be issued within the eighteen-month period. Upon expiration of the eighteen-month period, you will be required to file a new application. Any change from the foregoing may be made upon a demonstration of a change in the material facts upon which this determination was made. If you have any further questions concerning this matter, please do not hesitate to contact this office. Sincerely, Anna C. Pernas, Historic Preservation Officer Copied: • Cesar Garcia-Pons, Chair, Historic Preservation Board • Cristina M. Suárez, City Attorney • Stephanie Throckmorton, Deputy City Attorney • Gustavo Ceballos, Assistant City Attorney • Douglas Ramirez, Development Services Assistant Director • Jennifer Garcia, City Planner • Analyn Hernandez, P/T, Plans Coordinator Assistant • Historical Significance Request Property File CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUEst U Re-Issue OF ANY STRUCTURE PROPERTY INFORMATION: Folio Number: Property Address: _740 NAVARRE AVE, CORAL GABLES, FL 33134 Legal Description: THE EAST '2 OF LOT 4, ALL OF LOT 5, AND THE WEST '2 OF LOT 6, ALL IN BLOCK 25, CORAL GABLES SECTION B Original Date of Construction: _ 1940 Original Architect(s): F. Mc. M. Sawyer OWNER INFORMATION: BHAVARTH SHUKLA 740 NAVARRE AVE, CORAL GABLES, FL 33134 (Please be sure to include City and Zip Code) Owner: Mailing Address: 864-590-2695 Phone number(s): E-mail: bhavarth.shukla@gmail.com CONTACT INFORMATION: BHAVARTH SHUKLA Applicant Name: RTH SHUI 740 NAVARRE AVE, CORAL GABLES, FL 33134 (Please be sure to include City and Zip Code) Mailing Address: 864-590-2695 Phone number(s): bhavarth.shukla@gmail.com E-mail: -Staff Use Only- EDEN SYSTEM PERMIT #: Determination: The property [_]does not meet []does meet the minimum eligibility criteria for designation as a local historic landmark at the present time. Note: The Historical Resources staffwill require review by the Historic Preservation Board if the building to be demolished is considered eligible for local designation. Any change from the foregoing may only be made upon a demonstration of a change in the material facts upon which this determination was made. Please be advised that this determination does not constitute a development order. “PLEASED NO TE: Section 3-1107(g) of the Coral Gables Zoning Code states that “All demolition permits for non-designated buildings and/or structures must be approved by the Flistoric Preservation Officer or designee. ‘he approval is valid for eighteen (18) months from issuance and shall thereafter expire and the approval ts deemed void unless the demolition permit has been issued by the Development Services Department. ‘The Historic Preservation Officer may require review by the [Mistoric Preservation Board if the building and/or structure to be demolished is eligible for designation as a local historic landmark or as a contnbuting building, structure or property within an existing local historic landmark district. ‘This determination of eligibility is preliminary in nature and the final public hearing before the Historic Preservation Board on Local Eistoric Designation shall be within sixty (60) days from the Historic Preservation Officer determination of “cligibility.”’ Consideration by the Board may be deferred by mutual agreement by the property owner and the Historic Preservation Officer. ‘The Historic Preservation Officer may require the filing of a written application on the forms prepared by the Department and may request additional background information to assist the Board in its consideration of eligibility. Independent analysis by a consultant sclected by the City may be required to assist in the review of the application. All fees associated with the analysis shall be the responsibility of the applicant. ‘The types of reviews that could be conducted may ” include but are not limited to the f ollowing: property appraisals; archeological assessments; and historic assessments. HISTORICAL RESOURCES & CULTURAL ARTS DEPARTMENT -HISTORIC PRESERVATION DIVISION-2327 SALZEDO STREET, CORAL GABLES, FLORIDA 33134 X:\Forns\ Hist-Sig-Reg\ | list-Sig- App.doc Page 2 of 2 Revised: 8/17/17 Bhavarth Shukla 740 Navarre Ave Coral Gables, FL 33134 October 24, 2023 City of Coral Gables Historical Resources and Cultural Arts Department 2327 Salzedo Street, 2nd Floor Coral Gables, FL 33134 Dear City of Coral Gables Historical Resources and Cultural Arts Department: Please accept this packet in request for assessment of 740 Navarre Ave (THE EAST % OF LOT 4, ALL OF LOT 5, AND THE WEST % OF LOT 6, ALL IN BLOCK 25, CORAL GABLES SECTION B) for historical significance. We are in the planning process to assess if we can build a second level to the home in the rear portion or if the home can be razed and reconstructed. Piease let me know if you have any questions. Sincerely, Bhavarth Shukla CITY OF CORAL GABLES HISTORIC SIGNIFICANCE REQUESTS OF ANY STRUCTURE In order to process a request for information as to whether or not a non-designated structure is historically significant prior to a request for a demolition permit in the City of Coral Gables, the following information is required: 1. A survey of the lot in question and all contiguous lots or parcels of land owned by the same property owner. The survey must be signed and sealed by a land surveyor registered and licensed to do business in the United State of Florida. The survey must include the following: a) All lot lines and property lines must be shown and labeled. b) All improvements must be shown (i.e. buildings, wall fences, slabs, driveways, etc.) c) Correct legal description. d) Survey must be current (a current survey is less than five (5) years old and must accurately reflect the existing conditions at the site at the time it is submitted to the Historical Resources Department). The date issued must be clearly marked and the survey must be signed and sealed. 2. A letter of request / intent stating the specifics request, including the address and legal description of the property i.e.: I would like to know if 6XX Alhambra Circle (Lot !, Block I, Coral Gables Section) is historically significant. 3. Color Photographs of the overall site, and of all sides of all the buildings and features on the site labeled. Polariod’s, Google Street View, Google Earth images will not be accepted. 4. Processing fee (per Ordinance No. 2015-17): NEW REQUEST: $761.25 RE-ISSUE OF EXPIRED LETTER: $100.00 Checks made payable to: The City of Coral Gables 5. Application ALL SUBMITTED INFORMATION WILL BE RETAINED BY THE CITY OF CORAL GABLES AND WILL NOT BE RETURNED. Letters for the determination of historical significance should be addressed to: The City of Coral Gables Historical Resources and Cultural Arts Department 2327 Salzedo Street, 2"" Floor Coral Gables, FL 33134 X:\Forms\Hist-Sig-Req\Hist-Sig-Cover - OCTOBER I.doc Page 1 of 2 Revised: 8/17/17 City of Coral Gables Historical Resources Department PLANS & DOCUMENT DROP OFF FORM PLEASE COMPLETE THE FOLLOWING INFORMATION SO THAT WE MAY PROCESS YOUR REQUEST ACCORDINGLY: ** PLANS AND DOCUMENTS ARE BEING PLACED IN QUARENTINE FOR 48 HRS.** ***PLEASE WRITE LEGIBLY*** DATE DROPPED OFF: Mt 14 | 23 PERMIT OR BOARD NO.: — PROPERTY ADDRESS: 740 NAVARRE AVE CONTACT NAME: _ BYWANA RAW SHULL YY PHONE NUMBER: _ £64 - S40 — 2615" EMAIL: bhava th : swukla@ qmail: LO” Briefly describe the submittal & check where applicable: [| New Board of Architects [| Local Historic Designation [| Board of Architects Re-submittal Bistoricl Significance Request (New) [ ] Color Palette Review [ ] Historical Significance Request (Reissue) [ | Shop Drawings [ | Certificate of Appropriateness LI Revisions *Job Site Set Required L Cottage Application [ ] Other (please describe below) L| Check submitted with Application COMMENTS NEW SHEETS ADDED (Site Plan/Elevation sheets added, must be submitted to the Board of Architects for approval) [] DID NOT ADD NEW SHEETS 06/17/2020 GENERAL LEGEND: AIG = AIR CONDITIONER LEGAL DESCRIPTION: BGR = BROWARD COUNTY RECORDS THE EAST 1/2 OF LOT 4, ALL OF LOT 5 AND THE WEST BM = BENCHMARK 1/2 OF LOT 6, ALL IN BLOCK 25, CORAL CABLES GBS = CONCRETE BLOCK STRUCTURE SECTION B, ACCORDING TO THE MAP OR PLAT CBW = CINDERBLOCK WALL CHATT = CHATTAHOOCHEE NW THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 111, CLF = CHAIN LINK FENCE THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. CME = CANAL MAINTENANCE EASEMENT CORNER CONC = CONCRETE OF LOT 3 —<— te pehtel D = DELTA (CENTRAL ANGLE) BLOCK 25 : ‘ PE be = DRAINAGE EASEMENT FND 1 ia JP re A - oe : _ _ EB = ELECTRIC BOX NOC DEES see a a ea | _ a —_— TT X000° = ELEVATION 75.00 a —T \ TFxo 4/2" IP | CERTIFICATIONS: E =ED . , oe ow LEDGE OE WATER ne =] NO CAP | BHAVARTH SIDDHARTH SHUKLA FDH — = FOUND DRILLHOLE —\- A-- FND 1/2" IP CT a N FF = FINISHED FLOOR ' c, Ct L ie) | AMI PANARA SHUKLA FH = FIRE HYDRANT 4195.51 | NO CAP j=, a “| o| = FN = FOUND NAIL o LL CLL J 1 T 5 = | 8 | ND = FOUND © poet T , N f raomonvour = BLOCK | BEE ep prick Cot Ia | ec eoueee CORNER | ° ht TprIVeWay Th 3<® 5.9 INV = INVERT [ | Re TILE ¥ Ar = 15.0' o| L = ARC LENGTH AT LOT 1 | LC, T. WALK KS 15. © LP sul [ME = LAKE MAINTENANCE EASEMENT BLOCK 25 99, St. | v0.2! 9| N =N NA = NO BASE FLOOD (FOR FLOOD ZONE X) | . r L r U 104 t CBW as 2 5 N&D = NAIL & DISC | 2 “LO : N . NOD TNOIRENTINATON | © BRICK ou { @LAC EIS Te? |o Io wid MH = MAN HOLE N t ry wl4 = 11.3 STEPS o Lo Z\9 OH = OVERHEAD CABLES | — L_L Ee _ N LOT 5 Ls Ni ww on OFC RECORD Poo - corals plock25 N il «LOT? PBCR = PAIM BEACH COUNTY RECORDS | THE W 25' L 59 5 - 13.7' ONE So CE El = - F| BLOCK 25 PC = POINT OF CURVATURE OF LOT 4 - t CBS RESIDE NO 1.0' : LOT3 | : a| |x PCC = POINT OF COMPOUND CURVATURE 740 -t ' : ' et BLOCK25— worinctuben) |“ x * mew2s [F9|" "THEE 25 | POB = POINT OF BEGINNING ( ) THE E 25' | 32.6' — + OF LOT 6 SLOOK 25 | PoC = POINT OF COMMENCEMENT lL ‘ BLOCK 25 P&M = PLAT AND MEASURED | ~ | | PP = POOL PUMP + OF LOT 4 | | ‘I _ ¢ INCLUDED) ‘(NOT INCLUDED) : E POOL PPA TAL | ric, Tybee sees ame 5 BLOCK 25. | cquIPMENT|/-+||-covERED- RW =RIGHTOF WAY Us wi (l | - {BRICK _ su, | Sm = SEWALK W s A | , Lt Ct t iS | SIR = SET# IRON ROD #6677 = oO pope T : x SND = SET NAIL & DISC —_ I - Vo - - 1 : Oo f : Ue UmUITYEAsewenr =|" * | prick (7! JL 4 : | SURVEYORS NOTES: WF Woop FENCE Ww POOL co | SYUNRVE Re DNs WM = WATER METER i DECK ie | (1.) ANGLES IF SHOWN ARE REFERENCED TO THE RECORD PLAT Ne | ; | jp 1.3" | ey LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS OVERHEAD CABLES (OH) w > . —— th —— oH — g So OTHERWISE NOTED. POLYVINYL CHLORIDE FENCE (PNCF) | < | SSG 4.3 25.00! | (3.) NO UNDERGROUND IMPROVEMENTS LOCATED EXCEPT AS 0 o te Fo — — — — ] sHOWN. A ee cme IYDRANT | i 95.00" | ; o46'39" FND 1/2" IP (4.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A WOOD FENCE (WE) PP evectRic 25.00' == 90 NO CAP TITLE COMMITMENT THEREFOR THE ONLY SURVEY MATTERS 0. ee —_—— - SHOWN ARE PER THE RECORD PLAT. THERE MAY BE ADDITIONAL MBTALFENCE(ME) ow Varve - | FND 1/2" IP «2 | MATTERS OF RECORD, NOT SHOWN WHICH CAN BE FOUND IN * DEGREE syMBoL _[f] WATER METER NO CAP | | LOT 24 THE PUBLIC RECORDS OF THE CORRESPONDING COUNTY OF @ Atat sox 5 uTITY POLE | LOT 25 BLOCK 25 RECORD. GEICATCHBASIN ©“ peoperTy c | BLOCK 25 | (5.) THERE MAY BE EXISTING RECORDED EASEMENTS CONTAINED © cenreRune 8 RTY CORNER LOT 28 | LOT 27 BLOCK 25 IN THE PUBLIC RECORDS NOT DEPICTED HEREON THAT ONLY A SEWER CLEANOUT BLOCK 25 THOROUGH TITLE SEARCH WOULD UNCOVER. LIGHT POLE = @ SEWER MANHOLE BLOCK 25 | | 6.) SURVEY PURPOSE FOR BOUNDARY CABLE TV RISER (CA/TV) | ; (6.) . THIS SURVEYS MEETS THE STANDARDS OF PRACTICE AS SET FLOOD ZONE: X DATE OF SURVEY: SCALE: 1" = 20" FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SuRVEYors | ALL COUNTY SURVEYORS BOUNDARY SURVEY BASE FLOOD: N/A FIELD LOCATION OF IMPROVEMENTS | 09/22/2023 | CADD: NM AND MAPPERS IN CHAPTER S200 FLoRipa apuinsTeatvecoes DATES SANE PROPERTY ADDRESS: Se RNB MXCPERS 740 NAVARRE AVENUE, COMMUNITY #: 120639 CHECKED BY: EWD LICENSE NO. 66772= CORAL GABLES, FL 33134 PANEL & SUFFIX: 0294 L INVOICE #: 23-59666 ICE: (954) 777-4747 ERNEST W DUNCAN PSM.,STATE OF FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LS 5182 5400 SOUTH UNIVERSITY DRIVE DATE OF FIRM: 9/11/2009 SHEET # 1 OF 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DAVIE, FLORIDA 33328 SUITE 216 s renn et fee ES co Ta o m a 4 9 Ke sf ° < g o Y, ® an 3 a © o 2 uolmod yyou ‘yeM seq m ® 4a = o Pr 8 Cc or a 3 3 a. ° 3 oa uolod jsea ‘jem YyyNOS w ° Cc et = o = ® 4 3 ° a ° 3 mila c 2 et ° a h © = G 2 < £ ° Zz eA mf eet: Wat Wi AN 3 ay Pi yon t wae , i > a Dean yr as ae Ne a BUIL, STR.E DI G F ADDR 7, A ,ee ILE =ss M.# +.1aYiwYi,M1."m5,11.r+��.��F.+MawYatMaa�fNfa�lM+�M. T�R+u�6Ml�4l Hv�1.PYlW:,lAd,.Yll arvAp-lt.,1lugsw4.lsI.LILT[1JY.w a3Y.YOY:L.. II.. LA R10 Plan No. >"i Department of Public Service Division of Plumbing Inspection CORAL GABLES, FLORIDA AU2u n tJO th. /39 I herewith submit the following plan of plumbing for approval: Iinlploying Plumber F.P Itosi Work executed by A.B.Mons ' c 193 • 1 or 1 New Old ❑ Ono Story j 7 Addition sa Remodeled ❑, Dwelling Z1 Store 0 Garage 0 'Apartment 0 • l total ' 0 Office Bldg. ❑ Owner or Agent ' H.W. Zurl'lor ,Address 'Builder or Contractor is ',Day Labor Address 1-ot'No.. 5'. and 7.1, of 6 13lockNo, 25 Subdivision, Address 740 Navo.rre,,. Sewer Connection At center of St, 0 B Ar curb 0 ExistingSetvcr ❑' To Septic Tank` �Q Ignurn- ' Yo,a lloumrnt ht -i to Ploot • rt., Closets n tit Tub Sink' 2 L,ivator). Urinal', Floor 41h Floor S,h I Float 6th Floor, 7t4 Floor 6rh floor Deh' il 16,h Floor. ' Floor 'Toil Slop ,Sink Laundry Tub hlor'r Crain Ciich Basin Shower 1 o Sevrror 'to :7Qpt�. tan • Addit ional lnfdrnnation' • )/I. C / e t 4/ i 'A cF rrge of SI 00"will be made for correcting any, inaccuracies in the foregoing information. THIS SPACE FOR ELEVATION SKETCH In alterations to existing stork show the old work in red ink and the new in black ink. Letter earls stack to correspond with the opening shown In Poor plan or ground plan on opposite ,page, , • A perspenirr. r5r provided she u•..rk will. be a Iridrnt ,be dearly rhnwn.. • • THIS SPACE FOR PLAN SKETCH 1•eem11MIMMIV.e�aw. • Show locatron'of hocks and hoerzontal drains notch building, lettering each opening to correspond with the stack •, tonnections as shown on the elevation sketch on opposite page. Where ground work is concealed, draw floor plan of huilding showing location of walls, partitions, columns, etc., and the location of all horizontal soil and waste pipes, in reference to same. aaxmruroJwe511.aird Q•n�'n,-qv� e-1 Department ofPublic Service Division of Plumbing Inspection CORAL GABLES, FLORIDA "•.,_9 193 I herewith submit the Following pl;ln-of plumbing for approval 'Employing Plumber • I . .c_,,�,.C..1' -, 'r °,. I l Work executed by i Fora { • New f7 ' Old dwelling 13 Store Il Owner or Agent Garag Story _ 0 addition 0 . . Remodeled ❑ Apartment ❑ . 13extl ' 0 ' •. dlrtrr 81 ,_ C3 • Address 74' 0 rt, Builder or Contractor is Address Lot IQo. ' Block No.: . Subdivision Address :. Sewer Connection. At colder of Sr. 0 • r.E eutb ❑ • 'Lxisting Seaver . l J To Septic Tank 0. Fixioreo• One meni; Iet. Lion .: yid 3sd Floor' Sa Floor Closets i_ . FM rim', Fteor Bah 9 i floor 11046-, '' Tot Bath 'Tub Sink Lavoie Urinal Slop Sink ;r l,anndrTub Floor Drain Catch Iiasi Shower } Additional Information - 4L±-7. "" - 74- t ' I Ian No. A Charge of $1.00 will be made for correcting any' inaccuracies in. the foregoing ruforrrrwind. mNW!1.[ s.1=r..s Department of Building and Zoning N. DIVISION OF ELECTRICAL INSPECTION CORAL GABLES, FLORIDA FINAL CERTIFICATE NUMllER..,,,.,._....,••, Application is hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Cade, and City Ordinance, as pointed out by. the City Inspector. LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICATION WILL RE RETURNED, LOT NUM DER BLOCK NUMBER �(�, 0.� SUBDIVISION .) STREET AND NUNBER �� o' `+ 1 '"Cl I'll'' �- ' ' a WHERE._ -7h, '• ' � 4�M.�1.. • - OCCUPANT OF EACH MOTOR BR►CKETO RECIPTACL■S SWITCHES TOTAL OUTLETS 'cowivii+r. v-�-:,.;,:,Ei.�.•. '�� '�L. `AODREa■ 4' �' .;4.M, ww,.as.kr. o NASTER ELECTRICIAN ; 0\1141.l� • •INSPECTION WANT■D 1 .. . SIZE OF AMP. ■ERVICF ERE. NO. I[ CONDUIT + WIRE RANGES, OVEN WATER HEATERS IPAC= HEAT via ` - R[►RIOERATO ES" ATTIC FANS SPACE BELOW FOP INSPECTOR RECCE/ED UT INSPECTOR , ■LAD INSPECTION FANS WATER PUMP f/J DISH WARNER :.ROUGH INSPECTION, DI■FORAL FINAL' INSPECTION . HAIR DRYERS mores AIR COHO, SU■•FEED MOTORS • T■NPORARY WAU NF.R DRYER DEEP FREEZE TELEPHONE TINE CLOCK LIGHT CIRCUIT' • TOTAL AMPERES FIIITUREI I Pet INSPECTOR' . TOTAL FEE CITY OF CORAL GABLES BUILDING DIVISION APPLICATION FOR. WELL, POOL PIPING, LAWN SPRINKLER SYSTEM, FIRE STAND PIPING DATE / 1963 /7 // (57p ESTIMATED COST /7`5'6 L CONTRACTORc GAG -,'L ¢I , z / J �S WORK E CECUTED BY alNER D / i �� n DRESS Igo i4 V` , R /l• E LOT NO . ‘FOOL GALLONAGE • BLOCK SECTION, TYPE OF FILTER CITY WATER PLUMBER, SUPPLY WETT, g.2 " Lade,v.X DRAIN WELL SIZE BY. (APPROVAL BY STATE BOARD OF HEALTH) ATMOSPHERIC CAP AND LOCATION SOAKAGE PIT: SIZE LOCATION DRAIN INSPECTION RECIRCULATION INSPECTION FILTER INSPECTION PLAN OF UORK ON OTHER SIDE ALL PIPING TESTED (5010 AND INSPECTED BEFORE COVERING. CCG Form #96 (B & Z) 2 June 60 CITY OF CORAL GABLES BUILDING DIVISION SOLAR WATER HEATER INSPECTION RECORD PERMIT NO. // INSTALLED BY �~~ - L6- •- . / OWNER OR AGENT1 l�Gy�,� / c• C_.:a-=e-1 ADDRESS OF WORK % (.) L�. DATE ,•5 FEE $ LOT' BLOCK SECTION 'SIZE OF SOLAR'BEATER (GALLONS) NEW INSTALLATION REPLACEMENT PLUMBER ADDITIONAL INFORMATION READY FOR INSPECTION: DATE A.M. P.M. APPROVED BY: CONDEMNED BY REMARKS . 9 it i>alEVIIIF [ s Department of Building and Zoning t/-3":57,4 // s2/ Division of plumbing Inspection CORAL CABLES, FLORIDA 7tz atf I herewith submit the following plan a[ plumbing for approval; Employing Plumber Vii. .. ter0./4", Work c:ccuteJ es r/ Rif a New 0 Old ❑ Story Addition ( Remodeled Dwelling C j Stare Garage • © Apart me 0 Hotelr ❑ Moe Bldg, Owner or Agent z �% �iytY _c — 11 ',Address ,`• ! rr. � Builder or Contractor is 19 Address Lan No„," -!..X.-...47 9r ` .r;.c.r4 No. Subdivision �C( ^-�£� r r�'�° �J..R✓. Address %470 l�/L![i Sewer Connection At center of St. 0 At Curb ❑. Fomm[[ .'Closets Roth Tub Dish Wash. Mach. Sink ,I.T.;.t ere./ re • Lavatory• . Urinal 1 4 D a • Existing Sewer Igo To Septic Tank D 3H9 3Pa- 4TH Flean FLOE[ YirHfe 5TH sew none= naoe 7TH aTH rLOOe 9TH ri-ow, Tnxw TOrxt /4130. Slop Sink Awtu, Washer tk Laundry Tub . Floor Drain Catch Basin' Shower Hot Water Tank D . ti Safe Waste Sewer Connection Air Cond. Equip. Home Heat. Equip Water Service Pool Gad^ ,r--19 0,r I Date 5dy� sr� RougI in Inkpectlnn • . . Septic Tank Inspection Ground Work Roughin . No. Bed Rooms -63 1-63 Tank Gal Crain Field Ft Appeased Approved `►SiZe (-0--s1/ Date Final Inspection Approved aMS,MIRWPIMM,MILICIEM•A B 7 p DEPARTMENT OF PUBLIC WORKS DIVISION OF ELECTRICAL INSPECTION CORAL GABLES. C FLORIDA I FINAL CERTIFICATE NUMBER c r C. 0 DATE 7 — r r •STREET AND NUMBER S/,r OWNER Ll d..�l a•'. r ("7..e."--e-.71,:. H. P. or EACH MOTOR 19 Application is hprehy trade for an electrical, inspection of the electrical installation in the premises stated below, for which undersigned aired to correct any infractions of The National Electric Code, and City Ordinance, as pointed our by the City Inspector. • , LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION, ALL SPACES MUST HE FILLED OR APPLICATION WILL BE RETURNED, .. LOT .NUMUER BLOCK NUMBER SUBDIVISION 241(2 510r' OCCUPANT C6ILIN0 EMARKS. BRACKETS - RECEPTACLE SWITCHES TOTAL OUTLETS SIZE OF A'MP- -SiRVICE • ERES FEE COLUMN NO. Pcor+ogsT j1/67 -4A.. WIRE / / r NJO ! r L'T `-..) RANGES OVEN ATER HEATERS COMPANY (r. ( '£i�t,f� ,'!r-,^.tl p7. _.-d.I'I •;i' ADDRESS.'%/. {7;4 Ett,e,% V � • • N.ASTIR ELECTRICIAN : :. - - J , )ry,yf PH JONE _ 4.9 J INl NECYION :WANTED „!��`rdt SPACE HEAT11RR REFRIGERATORS' BELLS ATTIC FANS SPACE BELOW FOR INSPECTOR FANS • - RECeIvcD BY INSPECTOR WATER PUMP.' ILADINSPECTION DISH WASHER UGH INSPECTION DISPOSAL FINAL INSPECTION f AIR DRYER! IONS ) • . f s•N AIR CORD, Utl.FESO °TORS • YEMPORARY- ,l• •WASHER DRYER DEEP FREEZE TELCPHONE- 11 I TIMLCLOC LIGHT CIRCUITS TOTAL AMPERES FIXTURES L'AMPS' INSPECTOR r•. TOTAL FEE OWNER Department of Building and Zoning DIVISION OF ELECTRICAL INSPECTION CORAL GABLES, FLORIDA FINAL CERTIFICATE NUMBER_ DATE_ ! �M-4 3 1963 Application is ,hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Code. and City Ordinance, as pointed out by the City Inspector. gag- p LOCATION AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICATION s-{'r y8 r WILL 6E RETURNF. LOT NUMBER"" r7k BLOCK Nt1 ASEE'R�2.s.__ SUEol VISION P^�+ k C +) ^ • STREET AND NUNB£R Ito- • ' ICE OCCUPANT .. H. P, OF EACH MOTOR CEILING • REMARKS BRACKETS RECRPTACLEE • SWITCHES TOTAL 0 Y• SERVICE EASE CONDUIT WIRE NC. J' io.i I NO. FCC COL UN 4✓ RANO[Z OVEN 'WATER HATERS II SPACE HEATERS COMPANY f'� l;1. �. .'f LI.I.ar' ACDREES /rl IS��. f II 3 �'iJ .Yf'�5r � J� MASTER ELECTRICIAN Y•'D�.rte' >`jj �j`,y��,�� PHONE ',a W.a�'� � j R[7RISERATORS INSPECTION WANTED. ' / 1 ir, Y ATTIC FANS SPACE BELOW FOR INSPECTOR f RECEIVED ElY INSPECTOR • ' WATER PUMP.' . SLAB INSPECTION l/ w DISH WASHER •. ROUGH -INSPECTION - DISPOSAL FINAL INSPECTION' HAIR DRYERS rl AIR, CONS, sus.issD MOTORS TEMPORARY WASHER DRYER DEEP FREE± • TELEPHONIC TIME CLOCK LGUHT CIRCUITS TOTAL 'AMPERES FIXTURE LAMPE INSPECTOR TOTAL FEE • SIZE OF - AMP LOT NUMBER STREET AND. NU BER' OWNER''- • .00CUPIED ''AS '• ,BUILDING —NEW OR OLD H. P. 'OFD EACH "MOT 'ii::PARTMENT OF PUBLIC SERVICE EKIiSION OF ELECTRICAL INSPECTION CORAL GABLES, FLORIDA X194 Application is hereby made for an electrical inspection of the electrical installation! in the premises stated below, for which undersigned agrees to correct any infractions of the National Electric Code, and. City Ordinance, as pointed, out by the City,fi.aspector, LOCATION AVOID DELAY BY GIVING FULL: AND ACCURATE INFORMATION. ALL SPACES MUST BE FILLED OR APPLICATION WILL BE RETURNED. . rICER� — .. SUBoixIS ION.• .. BLOCK NU CLR.INE WNICHI , -.DRACKETS''.': I '. RECEPTACLES. 'OCCUPANT WORK= -ADDITIONAL' NEW„ ALTERATION OR REPAI. ATER MTATERS KO/D. CFIINSTALO.TION - ' OPEN CAR CONCEALED - KNOB RX BX MLtEG., CONDUIT," METALLIC TUBING• PACE BELOW FOR INSPECTOR'S USE'O� RECEIVED: BY INSPECT PROGRESS' -L r J " T - WILL INSPECT AOA N.�1 . DOUGH WIRING FINAL r. ;,•::::. lo-:*,. CORRECTEn'. •: .. . -'•TEMPORARY'- :. DAYS.::•... e5•. DATE ISSUED • - . :•'I • EIRANCH 2E uERYIcE CUNSuIT.: REMARKS FISTU RE Fl ;• INSPECTOR-•' DEPARTT .,I:i OF PUBLIC SP:RVICE DIVISION OF PLULBING INSPECTION CITY OF CO1JJ, GABLE'S, FLOE/DA BUILDING PEWIT M. 6-9156 /MIXT ITO. b 03`u DATE I horeurith submit the fol.lc dng application for a permit covorihr; tno :Installation of a; Sopi.-ic Tank saO ig-47; S©ako a Pit New !f' Feet of drain. tile /tie- / (non. Old • Story Addition Remo ial:ed star:6 Garage - 116t." octal Office Bldg Reza •I....--- ( Garage rash 'Haar . Waste stator from as ; rill:-•' Relaying • Address: 7, dcf hi. Stores; . Offices; Apt,s.; • Rotel Rooms; Bedrooms Ur �J, y2 d Jt f %✓ Add:4eso r _ Ate,/ tL -jAJ BLOCK. I.O.- 2 .. SUBFIITTISI6N / sddress of orkr / „ f7i _ +o, of Plumbing Fixtures • ( Laundry .Tubs / Floor :rains. .:. Nature of water supply. City Frill Feet. distant. from all veils Type of :tank installed; /0 -4 -4A -m--,- erne : le' . 'Tank cs Lctty_i allon' ":4 .o Of Soakage Pit Purpose of ease. raved b s }".' � Y iii r r t �✓I JL+. Condon ed• .Lyt Ormrk.a j ; 7 ' A r e 1314o _P. Department of Public Works Division of Plumbing inspection CORAL GABLES, FLORIDA I herewith snhmit the following plan of plumbing fur approval: Employing Plumber r New Fora 0 Old 0 Dwelling I Slore 0 Garage SVork executed by Story ❑ ❑ Apartment ✓key.,,, ,. V..6. Addition CI Remodeled ❑ Motel 0 Office Bldg. ❑ Owner or Agent 511 .73. .Address Builder or Contractor is Lin.) Address Lot No. %! Block Nu. A ss Subdivision Address .6 ,/ . Sewer Connection At center of St. 0 y At Curb 0 Existing Sewer 0 To Septic Tank 0 FIxTIj,, s l YARD Closets Btith'rub Sink Lavatory Urinal e.., Seim Sink Laundry Tub Flour Drain Catek Basin Shower fiat 1VnterTan Srife Sewer Connection Ys Cond:Equip. 'Ionic IIeat2Ecjiilp Rioughin Inspeetinri''. ;round .Work 1, BAREMRH )6T 2H0 3RD 4TH /II 5TH OTH 7TH 8TH FLOOR FLOOR FLOOR i FLOOR .I . FLOOR FLOOR• FLOOR .FLOOR ,1]17 reVe_t1 .� la`/.-�i`✓vl-•�-"4.: Ditc Se,ptat Tank• Inspection NO.:Bed lloonms Tank Cal. ,'Main Field Ft. Approved: 9TO TH I TOTAL FLOOR FLOOR MM C a�� Department of Oublic Works Division. of Plumbing Inspection CORAL GABLFS, FLORIDA APPLICATION FOR SEWER CONNECTION PERMIT I herewith submit the following plan of plumbing for approval: Employing Plumber ✓k ki—k 4i3 f\,Ls Work executed by New 0 Old 0 Story 0 Addition Pore tj Dwelling '❑ Store ❑ Garage 0 Apartment D Hotel Owner or Agent aJ , •VL r Builder or Contractor is Address Address Remodeled Office Bldg. 0 Lot No. Block No. �� Subdivision Address 1[X (,) XU It Nitta Sewer Connection At center of St. 0 At Property Line 0 Existing Sewer 0 To Septic Tank 0 Sketch position of building and lot lines in square (which represents an entire city block), showing on which street the building and lot faces; also show exact location of •y in street and position of laterial or • septic tank. Show sewer and any change in direction same may make. Department of Public Worhs 2.1733 4 Division of Numbing inspoction +CORAL. GABLES, FLORIDA APPLICATION FOR SEWER CONNECTION PERMIT • I herewith submit the following plan of plumbing for approval: Employing Plumber Work executed by //: i9;? 4 New Stay Addition ❑ Add ❑ Far a © Old Q Remodeled. !]welling Store 1:1 Garage 0 Apartment 0 Hotel ❑ Office Bldg. . Ovrncr or Agent 5, L . I c_ o o k Address ?174o Pi r] v r7 r L Builder or Contractor is .• Address Lot No. ' If— — t!S .. Block No. is Address 711-0 . li V it r lr e. Sewer Confection;. - At center of•St.❑ At Property Line Existing � E B Sewer [] To Septic Tank 0 Sketch position of building. and 'lot lines in square (which represents an entire city block), showing on which -.'street the building and lot faces;. also show exact location of 'Y' in street and position of laterial or septic tank. Show sewerand any chaplain direction sans may make. •.: Subdivision NORTH C?'fiIFR DEPARTMENT OF PUBLIC '?CR KS DIVISION OF PLUMBING INSPECTION CITY• OF CORAL GABLES, FLA. ' !1UILDING PERMIT NO. J3' PERMIT NO. . ‘"..Y/ ;/r DATE • I herewith suhnit the following application for a pernit'covering the installation of: •Pd SEVIICrTANK SOAKAGE PIT RELAYING NEW ' FEET OF DRAIN. TILL; INSTALLED BY , n f', F. ,1` ADDRESS NEW OLD STCRY ADDITION REMODELED . STORE ` GARAGE APARTIENT HOTEL OFFICE ' DLDG, DUPLEX. RESIDJi;C E GARAGE WASH 'FLOOR WASTE WA'i' FROE! A BUILDING HAS STORES OFFICES AP'I's. HOTEL ROOMS BED110013 OR r JNTRACTOIt `y. .L ; EL. C, n o l< ADDRESS LOP NO. -( BLOCK -;5' SUBDIVISION ADDRESS OF 'WORK `✓ i R R C. TYPE OF TANK INSTAITED T,',NK CAPACITY IN GALLONS SIZE OF SOAKAGE PIT PURPOSE OF SA11L ADDITIONAL INFORMATION READY FOR INSPECTION: DATE TTi.Ts,' , APPAOV_F.D..R1( pONIDJ1Y1 D4ILY� rrit APPLICATION ertnit No Date 7/r • :•3 tog ELECTRICAL INSPECTION DEPARTMENT OE/CORAL GABLES Desiting your Certificate of Approval, application is hereby made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electrical Code, and City Ordinance, as pointed our by City Inspector: AVOID DELAY BY FILLING OUT APPLICATION COMPLETE, OR IT WILL BE RETURNED. • LOCATION Street and Number 0 7%rt.rrn Lot i9 Block ` Sec Owner /7-14) � % r�t.� •qtr Occupied as - 4s Building - -New or old Work Additional or new DESCRIPTION OF WORK. Number of Gencracors KW. Amps: Volts' Number of Motors HP Amps Volts Nurnbei• of Lights • Water Heaters • Stoves Greatest. No: of Lights on Circuit: . BX or Conduit [lours— No. of Cudect Basement First,. • Second . ' ,. Third.: Fourth Sixth Add. Floors , Size of. , t. Service afire Coo. Sub. Work Will Be Started_ Finished Size of, No. of Circuits Stove Wire ton. Will Call for Final Address , Partial Inspection Contractor State and County License No. City License No. Partial Inspectionf.¶ Will Inspect;Again Retriarks: Final _ _I NC IT. —This Application most be filled out complete, submitted to Eb.cui:el Inspector and Permit issued Ware work is storied. APPLICATION Permit No. I 0 Date -. �� 19 ELECTRICAL INSPECTION DEPARTMENT OF CORAL GABLES Desiring. your Certificate of Approval, application is hereby. made for an electrical inspection of the electrical installation in the premises stated below, for which undersigned agrees to correct any infractions of the National Electrical Code, and City. Ordinance, as pointed out by City Inspector. AVOID DELAY BY FILLING OUT APPLICATION COMPLETE, OR IT WILL BE RETURNED. LOCATION. ...:?:_,16 Street.atid Number 2 ��.0 � -:4.o , Lot ,7 `Black Owner (Z) � J ..Y.Lr x •, Occupied as � ift� -•~.ti ' . . . . Building New or old `' Work —Additional or new DESCRIPTION, OF WORK. Number,of Generato•rs KW. Amps :Volts;. :`. Number :of Motors HP. Amps Volts umber of Lights Water Heaters Stoves Greatest No of Lights on. Circuit •.BX or Conduit Floors— No.:0r Oucku Iasemenl First Second Third Fourth Fifth' • Siuh : -: Add. Floors : Sire .4 Sob, nc}, Sim of. - No, of Choirs Work Will Be Started Finished Partial Inspection. Will Call for Final Contractor Address State and County ,License No City 'License No p Partial Inspection Will Inspect Again '?//,'"Final .f '':' I ft. 3 /' Remarks. '.' r.. Inspector.f . , . NOTE —Thu Application rnuut lie 6l1ed ear compleec, subuuued to Ekcreical wand Permit issued' berate work is smiled. Certificate as Certificate mutt be presented to the 'FLORIDA Pots arm Lc= CoPerzarsir Mn aPpiiint8 for Serx*ite. CITY OF. CORAL GABLES Permit No. a...� Qf/icree of Electrical Inspector CERTIFICATE of INSPECTION. nay v TilIS CERTIFIES that the wiring andapparatua installed for at, Strut and Ni mher...._.:....?.... .: `:, Occupied aa_... lvua been irupcteol. and rkke: PIn Build Gam.: J�j-•�:r�•.-i� : � . .N9 15550 13loci. Section ezat is authorized to 130 turned oa, .until otherwise notified, for: r: Tczxapor7rs ` 17-1 Cisy Eleciri i Ir. p8e07 C rtificate Thu Certificate must be presented to the FLas.mA POWER Ain Lrent Co.+e?AiT when applying for Service. CITY OF CORAL GABLES Permit No { �; ?f' Office of Electrical inspector 1:ElITIFICA.TE. of PiffECTION Detr THIS CEit14 'dtS that the ?Axing and apparatus installed far . . .,.w. at, Street~arid Number 7 % Ge Iot—... .. BIock— •.. ....:. Scction..M......_. Qccnpied as { IrasIrcrn impacted. and current ir:d to };r, tunic utstxlotherWwiie notified, fort oat_ ... .... Pulver, . Tera0or Ser4 C. - . - .... .. Ilunaria... ?Ittsnhin 4. City Electrical Impcetor ,_:,••q_ .. S ! F B CITY OF CORAL CABLES, FLORIDA 1 3713.adf APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statemeeet,ofthe plans and specifications herewith submitted for the building or other structure herein described. This application is made in compLameiand conformity with the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida, all ordinances rid the City of Coral Gables, and all rules end regulations of the Building Deparunent of the City of Coral Gables shall be complied with, whftl min speciified or not. Date SEPT ow% T• M CASE) —: ,"—___Is ADDRFas 7 4'-o /NF A V 41 R. 'AVE Lot{s) r ` �- !-� Black t, Sectio Number of Stories Number of Units Type of Roof Rae of Structure Is building within casement area? Is water available for this building? Sire of Lot Setbacks F R Estimated Cost Architect LE'7"crry Ii $2,rs®o��'. fe. A'1 R r AIISCELL%NEOUS PERMITS: Required :Detached F:uildin Land. Chrerage - Actua ' cu. ft, per front loot (Cumi.iercini Buildings) Building Architect Bond ,No. TOTAL SQUARE FOOTAGE FEES Name and Address of Centrtiotor % i/+ n r- rte i hereby submit, in duplicate all the plans and�specifienti/�s for sal,' building• AU notices with reference to the building and its construction may be sent to / 7/ so..- Phone r3 - (Signed) (Owner or Contractor) by STATE OF FLORIDA ) )SS COUNTY O :DADS a ;; Before me,' the Undersigned authority, this day personally appeared �rffi 1' to me well known, who being by me first duly sworn, did depose and say us follows; I. That he is making application for a construction permit for the construction, or repair, of a building in The City of Coral. Gables on the following described premises: Lots) . Blark '; . Section /Y Street 2; That to connection with the work he done under such permit'no general Contractor has been employed or retained, and no perm; firer or corporation; acting as a, Contractor, is receiving. any compensation whatever in Connection .with the work to be done '• under said permit except that ollterwiso cacii person engaged in said conslruction work.is being paid on the basis of a'stipulatod :sum for his services per day, by Uie al35ont, and that the faber being used la such construction is being doneby, what is-conintonly. lcnown. • as "day labor;' ,that.. :. Driiae;t,' as ovine,. will comply with the Workman's Compensation law: of the' Siete'of Florida, by obtaining'a statutory,Workmen's . Compensation Insurance policy or by qualifying with the Florida Industrial Commission as a self -Insurer; that Ute:'affiant will withhold Social Security. Taxes, and Federal and State Unemployment Tows Insurance Taxes;;and Federal Incenee' from';wages`of all such employees; working for' him on such construction and will make returns thereof to the. Collector of; internal • Revenue, _and to any • roper State body c I 3 Tlint this affidavit Is being made by ibis alfiant for the purpose of inducing the City to grant a construction permit and to • avoid the, payment of the license' fee and the deposit of a contractors bond as would be required if this want were:engaged' in the .1 . baseness of erecting or repainng.buildings In The City of Coral Gables,, Sworn to and subscribed before iris this day Y.comrnission expires: Natory:Tub'r,.3tote a Ftoiidl „r ai,r. My, Lwn„i.,sam expire: Bonded byAmerican Scetrty Ca,.nt 11. Y,, .. m. .. NOTARY PUBLIC STATE OF FLOItII� p CITY OF CORAL GABLES, FLORIDA r/°//7•(:,: ' � i { f APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub- mitted for the building or other structure herein described. This application is made ha compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida. All provisions of the Laws of the State of Florida, all ordl. trances of the City of Coral Gables, and all rules and regulations of the Building Department of the City of Coral Gables shall he complied with, whether herein soecifled or not. Date October 21 19 5o on' ERf'•t1' • J.H. Barclay, Slag. 1809 Rect !toad ADDRESS 740 htavarre , Coral Gables. Fla. Lofts) 10 Bieck 27 _Sectta Coral Gable s O. la,. SQUARE FOOTAGE Number of Stories Number of Units Type of Roof Use of Structure Is building within easement area? Is water available for this building/ Size of Lot ; Setback F Estimated Coat $ 2lfl.oft Architect Pi't'1t Un, House Actual Required Detached Buildings Land Coverage Actual cu. ft. per front foot {Commercial Buildings} Building $ Architect $ Bond No TOTAL S FEES • 1 MISCELLANEOUS PERMITS: Name and Address of Contractor Cold Process Hoot nlr' Tne. , 721f; N. c. . I.:' amp Caytrh I hereby submit, in duplicate, all the plans and specifications for said building.. Ali notices with reference to the building and its construction may be sent to ' F,on ISignedi STATE OF FLORIDA S3 ' COUNTY OF DADE Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say as follows: I. That he is making application for a construction permit for the construction, or repair, of a building In The City 4iipf Coral Gables on the following described premises: ' Lads) Block Section_ Street 2. That in connection with the work to be done under such permit no general contractor has been employed or. retained, and no person, firm orcorporation, acting as a contractor, is receiving any compensation whatever In carmen.. lion with the work to be done under said permit, except: that otherwise each person engaged In said construction work is being paid on the basis of a stipulated sum for his services per day, by the affiant, and that'. the labor being used in such construction is being done by what is commonly known as."day labor;" that sffiant, as owner, .will comply with the Workman's Compensationlaw of. the State of Florida, • by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis-. lion as a self -Insurer;. that the. Orient will withhold Social Security.. Taxes, and Federal and State Unemployment limn ., once Taxes, and Federal Income Taxes from wages of all such' employees working for him on such construction and . will make returns thereof to the Collector of Internal Revenue,' and to any proper State body. 5. "That this'affidavitis being made by'•this'affiant far the'purpose of inducing the City' to grant a- construction per, mit and to, avoid -the payment of the license fee and the deposit of a contractor's bond, as would be required if this affiant were engaged • In the business' of erecting or repairing buildings in The City of Coral Gables.. Sworn to and subscribed before me this__ ay of '`.MY °commission expires: NOTARY PUBLIC STATE OF FLORIDA / 9t 6' THE CITY OF .�� rte` BUILDING INS PLEASE EXECUTE FINAL OCCUPANCY INSPE • /i'7L S i74/ EG GG G� License Division Screened —'SSee /i oag3s��ss 9-10-6 I CORAL GABLES � D VISION "Teevu Teas T 1063 O PERMI"NO, 179'6 7d 2 AM 4A A e/6 Owner's Name !j - Address of job lf', NOTE: If, you have NOT taken out the SOCIAL SECURI aid LDIkC\TAXES from the person's pay he•is NOT an employee under FEDERAL LAW, and -CANNOT B eke `DAY I1ABf?g,and must be listed hereunder. This form is subject to inspection by the office of the Collector of Ili errtaLRevcaltie s3 MI Contractors or Sub -Contractors who have subtracted wor are as (ollows: PLEASE TYPE Surveyor Engineer•:' Architect:. end Clearing; Engineering Contractor Pile Driving, Bulkheads, Ah a stipttlttfd NAME /'. )c�,er`7 CC) . unt7and PERFORMED WORK ON THE JOB 1 • ADDRESS TELEPHONE NO: /73r 1t4Fca sT ..F12 933--e F -G 16i6, -Sr ./7Ir1•i1 /1 rch Digging, Excavating: L 4 L•/ -d:2 ,'"0,0,5 77z.-, c/a:1//earA,i/, ,.7f // - #r:, ,Septic Tank. . .. 4 r Connection )1/65 /2 irs/ ` 4 c}/'.2 el rpt% 4. C©: l iU r% C . 6, 7 ,7. ' T. / S ate Service:.. .5"...7,,, ,,,7,- • 'ci0 ,(:) . �rirrraw.-:r. L}, rc.,.r trtete Placement • i.Cerne t .Finisher: ooncrete•Steel Erection: A •l cO CC' Aj.541'G;..C% (! � Ir . II iMV etc Forrrt g• -- asonry-Block; Brick, .fe Al"/C7 5:3 fie• I�joCa��d� S�Y.4•Lc i //3c:54 -‘-'(.52..."1-$...a •x,533 'Masonry Walls,'etc: r. , •.� u nbing. -� �' II -0/.7 .6/,t) 4 wg 4:q i. 7 0 5.143. , -i sr- Stea Fitun t /dial � dow Frames (Any material) F�`'9l1f C { 'ham•" r iv, rr . ictal:Sash• 4/12 J%v�4sC;../.�c��U T Z`=/ .+4Tw:r's alousies,:_ Oozing: oofmg:_ Solar: Arttsiic Stone Mantle, Trim • ' Fireplace, etc athing: N aStering -. .f"7 '-� � !L/ +�••/�I �.: : /L', '!U ! I"eS-3 PL9/73! /� . `,. ; 7�s stt� / .`I ST.`• 3.s -L/3 c/ Flnorirtg-71'ootl, Aspltatt: Fiooriug-S•tndcr=Finisher. r ' %� 1 Flooring-'Fcrraz°ro +'"i ,. en =r .._ A , (Continued from firet page) ng-Tile: e"."7. (1. ,4-,..1 7/LG CcP, Insu tion, Rock, Wool - Bath, etc • .4 . .1, //L, Cc . Bath Enclosures - Ac "ustical Tile, etc • � ��itchen Cabinets.' �f�GJR 4/7-74/7-74() ° ? 174'194)C73 '/,�i', )C7 /1-'6, "11'16'. A.).6 Elevator: Metal Work (Railing -Grilles, etc.) Metal Work (Roof, Air Ducts, etc.) Air Conditioning & Heating: Commercial Refrigeration: Insulation (Air Conditioning) • Inter -Corn (T. V.,etc.) • Swimming Pool: Well Drilling Lawn Sprinklers; Fire Sprinklers: • Screen Enclosures• Garage Doors Mechanical Openers (Doors, etc.) Venetian Blinds: Painting: -Tail 7 z,,,) et, lZ Awnings & Canopies• J Storm Shutters: Wallpaper, etc. House Cleaning (Windows, etc.) • La scaping: ./ (<-1� EN! Tern aving: rti!✓:F�t:/� • -ref 20 /1 C% �V 5%D 67: l�/a74/y7 Miscellaneous: a 734 $ c,t - 3 / 5 7. /WC //Sd—o 57, 2z/ 4742- ntcring• rg z- e" -J 5&7 `rte GL'Es7 //'A-/O i/ //7S SHc% C ? R ei/6.- /tic 1-3"3i/- a /1 r Contractor. I do hereby state that I am the owner -builder of the above, and that no general contractor was employed in anyway whatever, I -hereby request that occupancy be permitted for die' above'pronerty. I do' hereby request that occupancy be permitted for the above property. • (..LICENSED CONTRACTOR. �- THIS FORM WILL NOT BE ACCEPTED UNLESS EACH LINE IS COM'P'LETED AND FORM IS LEGIBLE! CITY OF CORAL GABLES. FLORIDA //Pal - APPLICATION FOR BUILDING PERMIT � Application Is hereby made for the approval of the detailed statement of the plane and specifications herewith sub- mitted for the budding or other structure herein described. This application is made In compliance and conformity with the Building Ordinance of the City of Coral Gables, Florida. Ail provisions of the Laws of the State of Florida, all ordi- nances of the City of ['oral Gables, and all rules and regulations of the Building Department of the City of Coral Gables shall be complied with, whether herein specified or not. r, Date J OWNER —5;47/./ ,&L Cr::: C ADDRE99 140 A)e4 Lot(s) Gtr IA, L ` G3 /ILL �� [ -S~ .[..g Block 2 S Section. S4' --C. . Number of Sterles Number of Units Type of Roof Use of Structure Is building within easement area? Is water available for this building? 171' Sire of Lot / a / Setback F 2 r art ` r. •S' R 2 f Estimated Cost late 0-o0. a0 Architect r.4 to SQUARE 'OE Actual Required Detached Buildinga Land Coverage Actual cu. It. per front foot (Commercial Buildings) Building $ Arch) !., s fQ' ea d Bond No if4r s • o v TOTAL FEES MISCELLANEOUS PERMITS: �C w #. rC ie...r Name and Address of Contractor= -•& "r: " ‘..a�'�'ecri.2 •'.E 5/ Ls lei! Fc_,A, I hereby submit, in duplicate, all the plans and specifications for said building. All notices With reference to the building and its construction may be sent to Phone'°' 7 (Owner or Contractorl fi.. by C~ STATE OF FLORIDA S3 COUNTY OF DADE Before me, the undersigned authority, this day personally appeared to me well known, who being by_ me first duly sworn, did depose and say as follows: I. That he is making application for a construction permit for the construction, or repair, of a building in The City of Coral Gables on the following described premises: Latin Block T Seetlar ._ Street .. ''2.'That In connection with the work to be done under such permit no general contractor has been employed or retained, and no pierces, firm or corporation, acting as a contractor, is • receiving any compensation whatever in conned don with •the work to be done under said permit, except: • - To be furnished at or before completion of job. (It Is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked en the lob has been furnished to the City and unless . all such Contraeidrs had current occupational licenses in Coral Gables,) that otherwise. each person engaged in said construction work is beingpaid on the basis of a stipulated turn for his services per day, by the afflant, and that the labor being used in such construction is being done by what is commonly known as '.'day labor;" that affiant, as owner, will comply with the Wcrkman'a Compensationlaw of the Stale of Florida, by obtaining- a' statutory Workmen's Compensation Insurance pricy or by qualifying with the Florida_induntriai Commis. slon,as a -self -Insurer; that the afflant will withhold Social Security Taxes, and Federal and 'State Une•lployment Inser-. ante Taxes, and Federal -Income-Taxes from wages of all such employees workingfor him on such' -construction and will makereturns'thereaf to the Collector of Internal Revenue, and to any proper State body. 3.' That this affidavit is beingmade by this affiant for the purpose of Inducing the City to grant a construction ppeer• mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required if this affiant- , - were.engagedin the business of erecting or repairing buildings In The City, of Coral Cables. Sworn to and aubecribed before me tbi day of My commission expires: LAD 19 NOTARY PUBLIC STATE OF FLORA a CITY OF CORAL CABLES. FLORIDA {� i:).(SC APPLICATION FOR BUILDING PER IT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subs milted for the building or other strsctere herein described. This applicators is rsade in compliance and conformity with the Building Ordinance of the City of Coral Gables, Florhd Ali provisions ai the Laws of the State of Florida, ail ordi- nances of the City of Coral Gables, and all rites and regulations of the Building Department of the City of Coral Cables shall be complied with, whether herein specified or not. .i /,{,i Date _ 19�; OWNER 4/r/1' • 1}- i` ADDRESS Lotisi Block Section Number of Stories �C_fJ Number of Unitas / Type of Roof Use of Structure Is building within easement area:. Is water available for this building/ Size of Lot setback F R EstimatedCelt $ X49%:2'1 Architect SQUARE FOOTAGE Actual Required betached Bit/dings Land Coverage `< Actual cu. ft. per front foot ICcrnmercial Buildirgsl Building Architect Bond No TOTAL MISCELLANEOUS PERMI'T'S: '/�;fitGv "—SO- /-5•-'6') 4 ii is46i • 6/9 FEES Name and Address of Contractor /�1/1.i.,--,.../.... e .^f - . "� eJ - I ✓ �! I hereby submit, in dupllcat dil the plans atig specifications for said building. All notices with reference to the building and its Construction may be sent to `fib �_,.+ �r_7 '-" -� / 4' Y .� Phone e --/-f:?.-.7e< % (Sig ned- � r-v'-/L_« rise or Contractor] by State of Florida File No. 47 STATE OF FLORIDA COUNTY OF DADE. SS Before me, the undersigned authority, this day personally appeared to me well known, who being by me first duly sworn, did depose and say as follows; 1. That he is making application for a construction permit for the construction, or repair, of a building In The City of Coral Gables on the following described premises; Lots) Blacle t. . Section�� Street - 2. That in connection with the work to be done under such permit no general contractor has been employed or retained, and no person, firm or corporation, acting as a contractor, is receiving any compensation whatever In connee. don with the work to be done under sold permit, except: To be furnished as or before completion of lob. (It is understood and agreed that NO CERTIFICATE of occupancy will be issued until a complete list of all Contractors who worked on the lob has been furnished to the City and unless oil such Contraclors had current occupational licenses in Coral Gables.) that otherwise each person engaged in said construction work is being paid an the baste' of a atipu:ated sum for his services per day, by the affiant, and that the labor being used in such construction la being done by what in eemmonly known as "day labor;" that affiant, ea owner, will comply with the Workman's Compensation law of the State of Florida, by obtaining a statutory Workmen's Compensation Insurance policy or by qualifying with the Florida Industrial Commis- sion as a self -insurer; that the affiant will withhold Social Security Taxes, and Federal and State Unemployment Insur- ance Taxes, and Federal Income Taxes from wages of all such employees working for him on such construction and will make returns thereof to the Collector of Internal Revenue, and to 'any proper State body. 3. That this affidavit is being made by this affiant for the purpose of inducing the City to grant construction per- mit and to avoid the payment of the license fee and the deposit of a contractor's bond, as would be required if thla affiant were engaged in the business of erecting or repairing buildings In The City of Coral Gable/4 Sworn to and subscribed before me thle day of A D , My commission expires: NOTARY PUBLIC STATE OF FLORIDA I 740 Navarre PL 219 ��- 5&if 25' OF 6/25 B /00)(//2_ 09 ' 5/1-- uoite, 3/s.r �. 7)(//,1� ' //// g/Nr 5( 7 etir:44: na ,' 49 o o 6-0 /0, J-00. 41�s��v C) rS.A:�44tyY ENTRY - - ; ,, _5940 - -T I- - 1939:- .i ? 1.2851'... -• , _. - 79 2 3 89 • Sc POOL: SC. ENC. A. C. ELEV. SEAWALL; CORAL GABLES `.SECT I'O 8 910 E25• LOT 4 & ALL LOT 5. ALSO W. 25• LOT 6 BLK 25 .-740 AVE,.NAVARRE 5-111 w .A CITY OF CORAL GABLES - - BUILDING DIVISION DATE d 19_43 owNtR_Ae I /M CS ‘#‘C(0o )r - ARCHITECT 671141 / , CONTRACTOR J4- FFAro SD * /' ,,akiNE NO. STREET LOT BLOCK SECTION 7, to la. AvAielf Veg(dit,4fiTetc,`, No BOND No "V/i BOND YARD - 17-L° FINANCE % PAID EXCEPTION RES. No DIMENSIONS OF SITE STORIES TYPE OF STRUCTION TYPE ROOF FLOOR AREA FRONTAGE DEPTH o o . airs / SET BACKS (IN FEET) FRONT RIGHT LEFT REAR PAVING CONTR. SUB- CONT. FORM IN 1`,5-- 13 APP 9-# F 3 t, M. Taw 4/ft°4 oC ZONING SQUARE FOOTAGE FLOOR AREA MINIMUM REQUIRED di/ , e/v. Ahoo elf 0,4T‘ NG w I TG /.1 a 40. MISCELLANEOUS 9/ 9/63 Contractor - mailed to unlio. sub. Lett . tar. — FIELD INSPECTIONS PILING LINTEL FOUNDATION COLUMNS GRADE BEAM RAKE BEAM CAP LATHING SUB -FLOOR, 1st COPING SUB -FLOOR, 2nd FIRE STOP FLOOR SLAB 4i / -L3 GARAGE FLOOR TIE BEAM, 1st klv 3gROOFING TIE BEAM, 2nd FRAMING C3 AIR COND /1/1" SIDEWALK 65 C11 PLUMBING SEWER LAT SEPTIC GROUND FINAL 9"- s_ Ce-3 MISC. REFUND r -S - 6 ,3 ROUGH V 42 r FINAL_a4 2_ 63 ELECTRICAL SLAB 5 GH NAL •-. 1 q'' Lc 3 tii< L QQ ROOFING TIN CAP ' YULE ROOF7-13-.° TILE LAY ' It/ 0 3 DATE TYPE INITIAL REMARKS 1FL e¢e./. .4 Te=a/ F- ✓ r e c c e--' r-__ 1 •t n �• E4e1.1 -12 e AIa f [,ev,a T/oev- —1 +xv i rc' ccac.. xcr'a✓. iv/ _. ssi s,w _f ra,lral. .0e) . eIVI i'C V$e�p. Iv/ ov x..• et- no 34.rJa+,iat.s ". 61 1 ..6 I a— ;-L— re is t ex fj tt• t3atvei N d_4r kl 1•faC•L. a I � 4tRn4d4▪ grq N� Ss1 p aesi 14.• /lb r �e'ra14 wd..tare41' E a 4 J' / G+ Lr /I C E L._ C.) 2_.t.r /(2._6.1 4.2_4-' 4. Al • gar pyarktn.l .. 'estyrne -kba. -, ,sdtwa Tuba. ..m.. nofsi `::Era. gar Erj J T u c . . rJc.,N, {-Via 1- tat% `-qg I-so+� I's na ZuLlsr,rAt.4t4 Ucayali t 1 3 41,3 1E442. Nc> ar mat watt. pit. rib Lail, ¢ 0laataim a e y'10343371z,12n straps ' IQ" [F perm �5004 u sR' iryo: b'4teco .{'eE beam.) gr,dr• 40.4; tt tEtrstazt.0 mat 4crta bath G earners c I'!a: , ct tar 41c m sa . r Lreki. piaLies an . 4'urnnl 4 .coc d base¢ alfc n.dd �Cr• too1H cFre. �ti.�, att. ,ne.+ ts-' t1e�gte �.I0 attic. mach re Af piR51,G VOF)lar 4=8rrt6f tt lRF&pew. {ro• l5EL) Eet — TYPICAL W4LL SfcS 7 r. J. f - V 4 •. "C• 4LT/ Ti:711 giC-A�[ tIcazx 7.'0 d v4. x.14 02144 C'ai.4L :iAfyL8.i • Fld. Geeztizp J. 1rrr Acroovrecr Mx-0hie FL/, 4' CZ d"KO -ra'c... ' • ••wiedw.kl.. y!. i-� Tr 41 f .m. Ark..• �Sa.� .. 2— { ter( • iki[{7'• r.... rd... rrrir•'4,1 c.T1rt raly 4+ • • •f t_S3Rr©.d /2 o a R HkI ��•tcxJ'S�'S[ct•fJAYN.1 *j t�'.Y . sl r askrrk s_�° ias a•w fdd•lrs ;•,- rd r r —w,s7ricaz esr -tat er,e. -=.70 •. x;ra. la.z - .11-a+at�Kyaa.onao-a.• exr.. • zzevii re.Cs 'd."' Y:dF �I+C "rb',a!(,fS.L'.TACVIC� tArese6al6+tpr -leatiocI 77! R,er+Nst7fa L C 4 i.o. .{kRc., A?2Y�R C1.t• ].D .p7-77-± Ina..4 a` PL Dr. P t Aece r- f 4coLett c}at tatacA:-LS caKgt GA Itie Err; a-zr-G 4 Dvirr niv 0 Age / 9 -TAMC'e.7o, Vim' -At4 Vd cm ;,,a.tpf-; - rtz. G • . 10 d4 cK! rccr AIR i 2--J DATLX ,191 1 ..• .. .• • • . S. • • • • • • • • • •• • •• • •. •• •• • • • .. • • • •• • • . • • . • • • 1 • • i •••• •• .• •4• MIAM■ DW IE COUNTY D EPA RTMENT OF R EGULA TORY AND ECONOMIC RESOURCES (RE R) BOA RD AND CODE ADMINISTRATION DIVISION 0 IC OF A CCEPTANCE (NOA ) Win Door, Inc. 7500 Amsterdam Drive O rlan do, FL 32832 MIAMI-DADE COUNTY PRODUCT CONTR OL SECTION 11805 SW 26 Street, Ro om 208 Miami, Florida 331 .75-2474 T (786) 315-2590 F (786) 315-2599 www.miarn idade .eov/economy COPE: This NOA is being issued under the applicable rules and regulations go verni ng the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be u sed in Miami Dade Cou nty and other areas where allowed by the Authority Havi ng Jurisdiction (AHJ). This NOA shall not be v alid after the ex piration date stated below . The Miami -Dade Co unty Product Co ntrol Section (In Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of su ch testin g and the A1-IJ may immediately revoke, modify, or suspend the use of su ch product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mia mi -Dade County Product Control Section that this product or material fails to meet the req uirements of the applicable building co de. This product is approved as described herein, and has been designed to comply with the Florida Building Code, incl uding ip s ■ r!` sr - D ESCR IPTION : Series "450" Alu minum Inswing glazed Doors wfwo Sidelites - Impact PRO VAL DO C NT: Drawin g o.18-1 I , I , tit e. eves 0 nswing i oors i. a rtes", sheets 1, 1.1, 1,2, 2, 2. 1, 2.2, 3, 3. 1, 4, 5, 6, 7 7.1 and 7.2 of 7, prepared by AI-Farooq Corporation, dated 10-27-06 and last revised on SEP 09, 2018 signed and sealed by Java d Ahmad, P.E. , bearing the Miami -Dade Cou nty Product Control Revisio n stamp with the Notice of Acce•tance number and expiration date b the Miami -Dade County Product Control Section. MISSIL E IMPACT RATING: Large and Small Missile Impact See D esign Pressure ratings in sheets 1.1, 5, 6, 7 and 7 .1 for u nit sizes Vs lock optio ns, mullion type, d oor/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control . 2. For mulled units lower Design pressure of do ors or mullion shall control for entire assembly. 3. Exterior Design Pressure— +50.0 PSF w/ threshold (sill type S -I). Sills (threshold) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) an d glass type Al (True mu nti n) limitations notes, in sheet 6. 4. See Partial 7/16" & 1" Composite panels in sheet f. Narr ow stile sidelites are limited to 18" or less. 5 The frame are of alternate size must not exceed 125 ft2, nor panel tested area and ma x. Panel height. LA BELING: Each unit shall bear a permanent label with the ma nufacturer's name or l ogo, city, state and series and following statement: " Miami -Dade Co unty Produ ct Control Approved", noted herein. R ENEWAL of this NOA shall be considered after a renewal applicatio n has been filed and there has been no change in the applicable bu ildin g code negatively affecting the performance of this prod uct . TERMINATION of this N OA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process . Misuse of this NOA as an endorsement of any product, for sales, advertisin g or any other purpo ses shall au tomatically termi nate this NOA. Failure to comply with any section of this NOA shall be cause for termin ation and remo val of NOA. ADVERTISEMEN T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising litera ture. If any portion of the NO A is displayed, then it shall be do ne in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be a vailable for inspection at the job site at the requ est of the Building (]ff`icial. This N OA revises N OA #17-1011.11(PLA.) consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as appr oval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMFDA DE COUNT Y 101 APPROVED NOA N o. 18-0926.05 Expiration Date: November 09, 2021 Approval Date: November 01, 2018 Pag e 1 • •• •• •• • • .• .. .♦ • • • • • • • • • • • • • • • • • •. • • • • a •••• • • • • • • • • • • • • ••• •• •• • 6 ••• •.•• ♦•♦ WinD oor, Inc. 1 NOTICE OF A CCEPTANCE: E VIDE NCE SUBMITTED Ev iden ce submitted in prev iou s NOA A. DRAWING S 1. Drawing No.W06-73 Rev J, titled "Series 450 I nswi ng Doors & Sidelites", sheets 1, 1 .1, 1.2, 2, 2.1, 2.2, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10/27/06 and last revised on 09/21/17, signed an d sealed by Javad Ahmad, P .E. B. TESTS 1. None. C. CALCULATIONS 1. Mullion an alysis, complying with FBC 5th Edition (2014) and FBC 6th Editio n (2017), prepared by Al Farooq Corporation, dated 09/29/17, signed and sealed by Ja vad Ahr nad, P.E. D. QUALITY ASSURAN CE 1. Miami Dade Department of Regulatory and Economic Reso urces (RER). E. MA TERIA L CER TIFICATIONS 1. Notice of Acceptance No. 17-0712. 03 issued to Eastma n Chemical Company (M A) for the"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET Core", expiri ng on 12/11/18. 2. N otice of Acceptance No. 17-0712. 05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21 . F. STA TEMENTS 1. Statement letter of conformance with FBC 5th Editio n (2014) and FBC 6th Edition (2017), and of no fin ancial in terest, dated 08/30/17, sig ned a nd sealed by Javad Ahmad, P. E. G. OTH ER 1. This NOA revises NOA # 16-0329.03, expiring on 11/09/21 2. Evidence submitted in previou s N OA A. DRAWINGS 1. Manu facturer's die drawings an d sections (Submitted under files below) . 2. Drawing N o. W06-73 Rev I, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1 .1, 1.2, 2, 2.1, 2 .2, 3, 3.1, 4, 5, 6, 7, 7.1 and 7. 2 of 7, prepare d by AI-Farooq Corporation, dated 10-27-06 and last revised on 03-22-16, signed and sealed by Javad Ahrnad, P.E . B. TESTS (Submitted under files ##16-0329. 031#14-1103.051#12-0706.041#11-1025 .031#09-0723.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static A ir Press ure Test, Loading per FBC TAS 202-94 3) Water Resistan ce Test, per FBC, TAS 202-94( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, T AS 201-94 5) Cyclic Wind Pressu re Loading per FBC, TAS 203-94 6) Forced En try Test, per FBC 2411 3.2 .1, TAS 202-94 Along with manufactu rer's parts an d section drawing marked -up drawings of alumi num In swi ng / Outswing door wlwo sidelites, by Hu rricane Testing Laboratory, Inc., Test Report No . HTL-0080- 0304-11 dated 11/28/2011 & H TL-0080-0902-11, signed and sealed by Vinu J. Abraham, P .E. Ishaq 1. Chanda, P.E. Product Control Examiner NO A No 18-0926.05 Expiratio n Date: No vember 09, 2021 Appro val Date: November 01 , 2018 E-1 •w. •• .. w• IS • •• • • • . • •• • •• • • • • • • • •a 4 w.• • w • • 7 • • • • • . • • • •.••• • •••• •• ••• . • •• WinDoor, Inc. NOTICE OF ACC EPTANCE: EVIDENCE SUBMITTED B, TESTS (con tinu e) Note: This test report has been revised by adde nd um letters, iss ued by Architectural Testing (Former Hurricane Testin g Lab), da ted 01/20/12 a nd 04/03/12, both signed a nd sealed by Vi nu J. Abraham, P.E. Along with manu factu rer's parts and section drawi ng marked -up drawi ngs of double alumin um outswin g doors, issu ed by Architectural Testing, Test Report No(s) B-5234.02-450-18 dated 12/19/2011, signed an d sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Un iform Static Air Pressure Test, Loading per FBC T AS 202-94 3) Water Resistan ce Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Win d Pressure Loading per FBC, TAS 203-94 6) Forced En try Test, per FBC 2411 3.2.1, TAS 202-94. Along with manufacturer's parts an d section drawing marked -up drawi ngs of alumin um In/out swing door wlsidelites, by Hu rrican e Testing Laboratory, Inc., Test Report No. HTL-97055 (0080- 912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202-94, specimen #4, 5A , 5B, 5C tested per PA2O1-94 & PA203-94 , sig ned and se aled by Timothy S. M arshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of alumin um o ut swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402- 02) dated 04/01/2002 tested per PA201-94 & PA203-94, signed and sealed by Vi nu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. 3. Reference Certified Testing Laboratories test report # CTLA 3056WA, iss ued to CGI Windows & Doors In c. pert TAS 201, 202 and 203-94 for specime n 41 thru #30 for laminated PVB glass, insulated PVB lamin ated glass with Duraseal and s uper spacers, signed a nd sealed by Ramesh C. Patel, P.E. C. CALCU LATIONS (Submitted under files #14-1103.05) 1. A nchor verification calcu lations and structural analysis, complyi ng with FBC-2014(5h Edition ), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, sign ed and sealed by Javad Ahmad, P .E. 2. Glazing complies w/ ASTME-1300-0`2, -04 & -09. D. QUALITY A SSURANCE 1. Miami Dade Department of Regu latory and Eco nomic Resources (RER). E, MATERIAL CERTIFICATIONS 1. Notice of Acceptan ce No. 14-0916. 11 issued to Kuraray America, I nc. (former E.I . D uPo nt DeNemours & Co., In c. ) for the "Sentry Glass OD Interlayer", expiri ng on 07/4/17 . 2. N otice of Acceptan ce No. 14-0423.15 iss ued to Eastma n Chemical Compa ny (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex a nd Saflex HP Composite Glass I nterlayers w/ PET Core", ex piring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastma n Chemical Company (MA) (Former Solu tia , In c. ) for the "Saflex Clear an d Color Glass Interlayers", expiring on 05/21/21 . !shag 1. Chanda, P.E . Product Control Examiner NOA No 18-0926 .05 Expiration Date: November 09, 2021 Approval Date: No vember 01 , 2018 E-2 •• • • •• O. .• . • . • . • • • • • • • • • •• • • • • •• • • • • . • •• • . • • • •• •.• . •a•• •• •••• • WinDoo r, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of con forman ce to FBC 2014(5xh Edition) and letter of no fi na ncial i nterest, prepared by Al Farooq Corporation, dated 10/03/14, sig ned and sealed by Javad Ahmad, P.E. 2. Lab complian ce and addendum letters, as part of the above refere nced test reports . G. OTH ER 1. This N OA revises & renews # 14-1103,05, expiring on November 09, 2021. 2. Hardware cu t sheets verified and marked -up by the Architectural Testi ng (former Hurric ane Testin g lab). 3. Test proposal dated 12/16/14 approved by RER. a nd Test proposal # 10-0940, dated 11/17/10 approv ed by BN C. 1. New Evidence su bmitted. A. DRAWINGS 1. Drawing No.18-106D, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 3.1, 4, 5, 6, 7 7. 1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10-27-06 a nd last revised on SEP 09, 2018 signed and sealed by Javad Ahmad, P .E . B. CALCULATIO NS 1. None. C. TESTS 1. Non e. D. QUALITY ASSURAN CE 1. Miami D ade De partment of Regu latory and Economic Resources (RER) . E. MA TER IA L CERTIFICATIONS 1. Notice of A cceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.T . DuPo nt DE Nemours & Co., Inc.) for the "Sen try Glass ® Interlayer", expiring on 07/4/23. 2. No tice of A cceptance No. 18-0301.06 issued to Eastman Chemical Company (M A) (Former Solutia, Inc.) for the "Saflex CP - Saflex a nd Saflex HP Composite Glass Interlayers w/ PET Core", ex pirin g on 12/11/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Compa ny (MA) (Former Solutia, Inc. ) for the "Saflex Clear and Color Glass Interlayers", expiring on 05121121 . F. STATEMEN TS 1. Statemen t letter of confou uance t FEC 2017 (nth Editio ns nd letter of private label, prepared by Al Farooq Corporation, dated _ , .• • + by Javad Ahmad, F.E. OTH ER 1. This NOA revises NOA #17-1011. 11(PLA), expiring on November 09, 2021 . 2. Private Label Agreement (PLA) between CGI Windows and Doors, Inc. and Windoor I nc. signed by Dean M. Ruark, P.E, Vice President on behalf of both companies. 3. Reference CGI NOA # 17-1011.11 (#16-0329.03) expiri ng No vember 09, 2021. hhaq 1. Ch anda, P.E. Product Control Examiner N OA No 18-0926.05 Expiratio n Date: No vember 09, 2021 Appro val Date; No vember 01 , 2018 E-3 TYPICAL ELEVATI O TESTED FRAME WIDTH STEPS TO USE CHARTS SEE SHEETS 6 & 7. NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ti MAX. FRAME WIDTH M AX. FRAME AREA. LIMITED PER FBC 4 a S OC(ING OPTIONS HART SHEET 1.1 IONS SHOWN SERIES 450 ALUM INUM INSWING GLAZED DOORS WITH OR WITHOUT SIDELITES f/ rr� / / // I w w ,f/% i/ f r` w A wLi x W D o Cs ri N 1 w N wwww 3 C==• •- ` / / / / r/// / INACTIVE ACTIVE 149" t- w vl D. L. OP. / > w v. ie, ./Y "�w AA A +. w www L , 1r /r / / r/ / z % Li •f ra I ca W %f w /% w ww w r w w w w `- ,/ // / / / r [/ INACTIVE ACTIVE MULTIPLE SIDELITES WI DOORS WITHIN TESTED FRAME AREA ARE AVAILABLE (SEE SHEET 6) 125 SQ. FT. TESTED FRAME AREA oXXo LI 3 2©-3/4" MAX 113-1/16" FRAME WIDTH HINGES E SHEET 1 I f/ r1 // / / w w w w w ACTIVE wt / r/' `/ fN. / oxo FRA ME WIDTH CX> FRAM E WIDTH CXX> DOOR/SIDELITE PA NEL WIDTH D.I.. OPG. WIDTH 26-9/16' 50-1/2' 23-3/4' 12-3/4' 32-9/16. 62-1/2' 29-3/4' 18-3/4' 38-9/16 74-1/2' 35-3/4• 24-3/4' 44-9/16. 86-I/2' 41-3/4' 30-3/4' FRAME HEIGHT 92-3/4 ' DOOR/SIDEL1TE PANEL 4 HEIGHT 80-7/8' D.L. OPG HEIGHT J 67-3/e' B4-3 /4' 82-7/8' 69-3/B' 90-3/4' 88-7/8' 75-3/8' 96-3/4' 94-7/8' 81-3/8' 1112-3/4' 100-7/9' 97-3/8' 109-3/4' 114-3/4' 120-3/4' 106-7/8 ' 112-7/13 ' 118-7/8- 93-3/B ' 99-3/B " 1 05-3/8' HEIGHTS FOR STD. THRESHOLD DWG. NO .: 18-106D L -I - INSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) *:ZEIDUC f R.E1 0/1061 di :az arlrittg tri!>t the F1:m++It1 ;r :u thi Cad* Awrp uteer. No 1,g--Df „ `C>c- *4 .1 0jIti.t�csv�-� FRAME HEIGHT e PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT 4 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 .8125 ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2014/2017 FLORIDA BLDG . CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC 3. SELECT A DOOR SYSTEM I.E . INS WING AND TYPE OF THRESHOLD FROM SHEET 6 AND LOCK OPTIONS FROM SHEET 1,1, 4, CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHARTS ON SHEETS 1.1, 5& 6. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEETS 7 & 7.1) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY ON SHEET 5 7. LOWER DESIGN PRESSURE FROM LOCKS CHART, THRESHOLD TYPE, PANEL PERFORMANCE:. CHART. MULLION PERFORMANCE CHART AND ANCHOR CAPACITY CHARTS AT MULLION AND; MTG. STILE ENDS SHALL CONTROL THE ENTIRE SYSTEM . 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 01,11111g I� /i si•'('4"',000~777 "f . 70592 1 2018 STATE OF I ' ''AL •, • • • ..•• • •4 4. 0. ♦ •• • a •f.! WinDoor, Inc. 7500 Amst erdam Drive Orlando, FL. 32832 Tel, (407) 481-8400 Fax. (407) 481-5566 product : Series 450 INSWING Doors & SideI tes sheet 1 of 7 TY CAL ELEVATIONS IONS AND CAPACITY 1OA 10AA 103 10C & 10CC 10 F FRAME HEIGHT E)CT.(+) TNT. (-) EXT. (4) INT,(-) ExT. (+ ) TNT. (-) EXT.(+) TNT, (-) EXT. (+ ) INT.(—) 64-3/4" 90.0 90.0 100.0 110.0 100. 0 110,0 65. 0 65. 0 100. 0 110.0 96-3/4" 90,0 90.0 100.0 110.0 100.0 110. 0 55.0 65.0 90.0 90 0 108_3/4' — - - 100.0 110.0 1000 110. 0 - - 90 0 90.0 120-3/4" - - 70. 0 70. 0 70. 0 700 -- - 70.0 70.0 LH CONFIGURATIONS SHOWN H SIMILAR (SEE SHEET 1 FOR SIZES) UE RIZONTAL NTIN OR MORE R DOOR OR DELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDEL1TE WIN DO WA : COPPER CREEK W/ WIN000R 3 POINT 10AA : BALDWIN W/ WINDOOR 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 16F : SURFACE MOUNTED LOCK 74-1/2" MAX. FRAME WIDTH R 3 POINT_ LOCK ro LOCK LOCATION ACTIVE l 12 r r r rn z 0 74-1/2" MAX 0 1 INACTIVE z HINGE LOCATION IC r FRAME HEIGHT n PANEL HEIGHT t 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WDTH = PANEL WIDTH + 2-3/4" 121 RESIDENTIAL HARDWARE FRAME WIDTH REGENT COMMERCIAL 3 POINT LOCK COMMERCIAL HARDWARE HINGE LOCATIONS MAX. FRAME HEIGHT NO. REDD. M AX. SPACING UPTO 90-3/4' 3 35 1/2" ABOVE 90-3/4' UPTO 120-3/4' 4 44 1/2" DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION 14, t` Q 0 C7 LU II O'O XX Mee 152" MAX. FRA ME WIDTH RRDGUwfR.VI±1. r 4fI ca plviug Wiirl CA6 II -"h tidli I,�b," Cwic AacipIs acr fiu} 7 n • 0) ��pr,►ti;i, Docr:_1( Ism, i .t l III LEGEND -I - INSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) WINDOOR DOORS r(SEE SHED 1) • • • DWG. NO.: 18-1054 . • WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL= 32832 Tel. (407) 481-8400 Fox. (407) 481-5566 product Series 450 INSWING D oors & S`delites date : 10-27-06 sheet 1.1 of 7 • • • • BULB VINYL CGI-382 3/16" ANN. GLASS .075" rnterlayer Soflex CP With PET Core By 'Eo stmon Chemica Co.' OR .090" Interlayer SentryGros By Kura ray America, inc.' 3/16" ANN. GLASS BULB VINYL CGI-382 z 2 N r GLASS BITE SILICONE GE- 1200 DOWSIL 995 DOWSIL 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL. CGI - 382 XL EDGE SPACER ST STEEL BY 'CARDINAL' OR OURASEAL BY QUANEX` OR SUPER SPACER BY 'GUANEX' 3/16- HEAT STREN'D GLASS .075" Interlayer Saflex CP W'th PET Core By 'Eostman Chemical Co.' OR .090" Interlaye r Se ntryGlas By 'Kuroroy America, Inc,' 3/16" HEAT STREN'D GLASS 1/8", 3/16" OR 1/4" TEMP. GLASS AIR SPACE 3/15" ANN. GLASS ,075" Interlayer Sallex CP With PET Care By "Eastman Chemical Ca .' OR .090" Interlayer SentryGlas By 'Kura ray Amenca, In c.' 3/16" ANN GLASS SILICONE GE -1200 DOWS+I 995 DOWSIL 899 GLASS TYPE 'Al' 1" OVERALL INSUL, LAM. GLASS I- SILICONE GE -1200 DOWSIL 995 OOWSa 899 BULB VINYL CGI-382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEA L BY ' QUANEX' OR SUPER SPACER BY 'GUANEX' . 090" Interlaye r Saflex Clear And Color Gloss By `Eastman Chemical Co' OR .090" In terlayer Trosifol PVB By 'Kuroroy America, Inc.' 1/8", 3/16" OR 1/4” TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" Interlayer Saflex Clear An d Calor Gloss By `Eostman Chemical Co. ' OR . 090" Interlayer Trasilel PVB By 'Kuraray America , In c.' - 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOWSIL 995 DOWSIL 899 GLASS TYPE "31' 1" OVERALL "NSUL. LAM, GLASS GLAZING OPTIONS M 90 ALUMINUM SHEET 1/4" PLYW OOD 090 ALUMINUM SHEET LB VINYL CGI-382 6" OV R• e,MPOSIT BULB WNYL CGI-382 W 2 SILICONE GE -1200 DOWSIL 995 DOWSIL 999 PAN 090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 PO WSIL 995 CO WSIL 899 1" OVERA LL COMPOSITE PANEL CGI-396 GLAZING STOP OPTIONS CG --37. COI- 504 CGI-519 CGI-515 DOORS AND SIDELITES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS/ADAPTERS '1t+ULU: i ftiViiPle0 c keethig with Ike FitKth Witi ing Cade • . A ossepueacv Nes 6-0 1 z6'0 41.0441:10 Dies y l-! 4 • • .... DWG. NC.: 18-10613' :" WinDoor, inc . 7500 Amsterd am Drive Orlando, FL. 32832 Tel. (407) 481-8400 Pax. (407) 481-5566 product : Series 450 INSWING Doors & Sdelites dote : 10-- 27-06 sheet 1.2 of 7 BILL OF VATERIALS ITEM 1 2A' 2B' 20 3 4 5 6 7 8 9 10A 1DAA 1106] 10C 10CC 1OF DE CRIPT+ N #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8-16 FULLY THREADED CONTINUOUS ROD 3/8-16 HEX NUT 1 1/2" X 1 1/2" X 3/16"THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL, HOLES AT 6" FROM ENDS, 3 © CENTER OF PAIRS SPACED 6" O. C. & 24" O.C. MAX. #10 X 1" PH -PH -SS TEKS SCREW, © 3" & 7" FROM ENDS & 19-3/8" O.0 MAX. #14 X 3/4" HEX HEAD 5/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O. C. MAX. .320 HIGH W OOL PILE WITH CENTER FIN (ULTRAFAB # 3032) . 350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1 1 FOR LIMITS) WINDOOR CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) WIN000R CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED W ITH #10 X 3/4" PH SMS, (1) WINDOOR CUSTOM INTERIOR LINKAGE MECHANSM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. WINDOOR CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) WINDOOR CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) WINDOOR CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDW 'N SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. WINDOOR CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH WINDOOR END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 13 14 17] 18 191 EXT. HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL WIN000R 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") WINDOOR FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE - 1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WELP BAFFLE 7/8" X 5" X 1/8" Tit . CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063--"6 . 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063- T5. %V, II 111111 70592 11' 2018 STATE of ...lei ©IFl10h.•`',�� ��. tillik dODUC f REVIS110 .rc camaptyir? wir6 .As Florida is i'mnr. Ce:1e _ . ne tn,pt aarc 174 16-�Q 72-‘'C)) • • DWG. NO.: 18— 1 06U.. WinDo or, Inc. 7500 Amsterdam Drive Orland°, FL . 32832 Tel. (407) 481-8400 Fox. (407) 481-5556 product : Series 450 INSWING Doors & Sidelites date - 10-27-06 sheet 2 of 7 . 750 .125 1.034 4.462 .100 2.082 CGI-507 DOOR FRAME HEAD/SILL 1.812 CGI— 511 JAMB COVER .100 4.562 2.358 CGI— 509 FRAME JAMB/MULLION CGI-502 JAMB/LOCK/SIDELITE STILE i 125 CGI— 503 NARROW SIDELITE ST LE 1.112 1 250 .656 CGI-- 505 ASTRAGAL 075 .460 .750 4.522 .r• CG —510 SIDELITE MULLION .465 .075 }1. 063 CGI-508 FRAME COVER 4.813 1.844 CGI-50DA TOP RAIL 3. 122 CGI— 501 BOTTOM RAIL 750 L .125 y 5.176 .080 CGI-539 SADDLE THRESHOLDS I.25C 3.277 CG1-514 HORIZONTAL MUNTIN CG —37* .080 06 m co r�-�- 055 m i"'�'�09 744 I: 001-396 CGI-504 CGI 515 672r - L II N h +- C80 m -« 742 F-- CGI-.' $ ?.t0t)JC f 2U V1 Si aaittiyidC with th e ilea+& 7susang ft1I Cv li0 • • 0• 41 : • • .,• • . D WG. NO .: 18-1 D6:0". • WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL. 32832 Tel. (407) 481-8400 Fox. (407) 481-5566 product Series 450 INSWING Doors & Sidelites date : 10-27-06 sheet 2.1 of 7 . •. • �olt • :". Assembly *fa, •1. • • U Rod Keyed Cylinder/Deadbolt Assy. TOP SECTION SHOWN (BOTTOM SIMILAR) WNDOOR CUSTOM 3—PO1NT LOCK 1/2" #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Connection Wheel 0 w w Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 1/2• J' 1/2" Bolt Housing #10 x 3/4" PH SMS 8 x 11'" PH MS Flushbolls (Inactive Panel) Threaded Rod ai 0 cr x w Keyed Cylinder Deodbolt Assembly Actuator Arm REGENT 3 POINT COMMERCIAL LOCK 1/2" Bolt Tip #10 x 3/45 PH SMS #10 x 3/4" PH SMS Bolt Tip 1/2" Actuator Arm PANEL I W C 0 Li X Li Bolt Housing #1O x 3/4" FH SMS Surface Mounted Activator fOP SECTION SHOWN (BOTTOM SIMILAR) Na.7a69� =� P2D1 SURFACE MOUNT SLIDE BOLT WTH BALDWIN DEAD BOLT e vie:: Ow Flos •Lal Aare -a4 Rt "AC! KO —���— DWG. NO.: 18-106D WinD oor, Inc. 7500 Amsterdam Drive Orlando, FL . 32832 Tel . (407) 481-8400 Fox . (407) 481 —5566 product : Series 450 SNSMNG Doors & Sidelites date : 10-27-06 sheet 2.2 of 7 1X4 PT W OOD SEE NOTE BEL • FRAME HEIGHT W #12 SCREWS 3/ END 3 1(51 GONCF� E • z1/4" DIA. ULTRACON i '0 6" FROM ENDS AND 24 " 0.C . I I 0 I (INTERMEDIATE & SINGLE UNIT ANCHOR III It I I SEE EET 7 .1 FOR DOUBLE BOOR \ LI! I . J MEE NG STILE ANCHORS 0 thJ >— x E T. 2. 082 b 125-•-• co co 125 In h SE: SHEETS 2,2 FOR BOLT ENGAGEMENT OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) ECGDIST.'I. I I OPTIONAL INSTALLATION INTO 2X4 PT WOO TYPICAL JAMB ANCHORS 1/4 " DIA. ULTRACON 0 6" FROM ENDS AND 19-3/8" D.C. FOR LOADS UPTO 70 PSF 14-I/2" O.C . FOR LOADS ABOVE 70 PSF 2-1/2" MIN. EDGE DIST . 1X4 PT WOOD 1-1/4" rr BEM INTERIOR 150 509 1/4" DIA, ULTRACON OPTIONAL INSTALLATION INTO 2X4 PT W000 L (SEE NOTE BELOW) 1/4" MAX. SHIM FRAME WIDTH .125 PANEL WIDTH 509 511 EXTERIOR TYPICAL JAMB ANCHORS 1/4 " OIA. ULTRACON 0 6" FROM ENDS AND 19-3/8 " O.C. FOR LOADS UPTO 70 PSF 14-1/2" O.C. FOR LOADS ABOVE 70 PSF 2-1/2" EDGE DIST. EMBEDMENT INTO 213Y WOOD BUCK = 1-1/2" NOTE: 1X OR 2X W OOD BUCKS NOT BY WINDOOR 114" DIA ULTRACON MUST BE PROPERLY SECURED AND C 6" FROM ENDS AND 24" O. C. MUS' SUSTAIN LOADS IMPOSED (.NTERMEDIATE & S'NGLE UNIT ANCHORS) SEE SHEET 7.1 FOR DOUBLE DOOR BY GLAZING SYSTEM. MEETING STILE ANCHORS x 9 3 KSI CONCRETE NOTE: ALL JAMB ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. 504 OR --375 16 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY aIr! s $tn1« with 6hg> 1u 4e 1 e nd Oki; Aaceptwca Hai - d5 a " A ] aii 14.24 1'i L Ptu$154I Cow DWG . NO.: 18-106D WinDoor, I nc. 7500 Amsterdam Drive Orlando, FL. 32832 Tel. (407) 481 —moo Fox .. (407) 481-5566 product : Ser es 450 INSWING Doors & Sidelites date : 10-27-06 sheet 3 of 7 . 6,101 • . ,675 , ... .688 • • ...• • • • . •• • .675 . 688 LOCK STILES WITHOUT WATER RESISTANCE INTERIOR i 502 7.1:// 502 LOCK STILES WITH WATER RESISTANCE 505 1250 INTERIOR 12 © TOP & BOTTOM OF INACTIVE PANEL . 502 EXTERIOR LOCK OPTIONS SEE SHEET 1.1 ASTRAGAL REOD . FOR WATER RESISTANT DOORS MTH SILL 5-1 ONLY TOP & BOTTOM OF INACTIVE PANEL 502 EXTERIOR LOCK OPTIONS SEE SHEET 1.1 'Cf18ttC r SEV4g414% Pi ig wl *i Ike ,E;,.4 .44, Ec hk I Cade Aaccpiwec eNa /ft-ogz4.pj 41 wtg44l- L' +Ce.:3 DWG. NO.: 18-106D WinDoor, Inc. 7500 Amsterdam Drive Orlando, FL . 32832 Tel . (407) 481-8400 Fox. (407) 481 —5566 product : Series 450 INSWING Doors iSt Sidelites dote : 10-27-06 sheet 3.1 of 7 ••• • • • • • • • •• ••• .▪ . • • • • •• • • .•• . • • •• •. • . • .••• DOOR PANEL WIDT 502 DOOR FRAME WDTH THIS SILL IS NOT RATED FOR W ATER ADA SADDLE SWEEP 500 511 MULLION I -0-1250 —' 2.$78 4" WIDE SADDLE THRESHOLD i' 1-IIS SILL IS NOT RATED FOR WATER SEALANT 4.812 511 EXTERIOR © SIDELITE PANEL WIDTH SMALL SIDELITE STILE (EXT. 503) AT S1DELITES 1`-6" WIDE OR SMALLER. SIDELITE FRAME WIDTH RESIDENTIAL SADDLE 5/16" OA. ULTRACON 1-3/4" MIN. EMBED 2-1/2" MIN EDGE DIST 0 6" FROM ENDS & 24" O.C. AND 3" D.C. AT MTG STILE LOCA SEE SHEET 7 1 FOR CAPACITY 51 CONCRETE a EDGER ST_ D --.125 A 3 1.250 1X4 PT WOOD SEE NOTE SHEET 3 SIDELITE FRAME WIDTH i/4" DIA. ULTRACON 1-3/4" MN. EMBED 0 6" FROM ENDS & 24" 0 .0 AND 3" 0 C. AT MTG . STILE LOCATION SEE SHEET 7.1 FOR CAPACITY I CONCRETE REFER TO SHEET 2 OF 7 FOR TYP CAL BILL OF MATERIALS 0s.ilfrLJC 11 .LE .V1&£ Peit casap17.14 %0 .0 Liar Plumps 11061Ing Cn•k A ihr..zpixacc no ___0/24 'Of ter ,1 .3..tGl.s,I CONCRETE OR MASONRY 1-1/4 MIN . TYPICAL JAMB ANCHORS 1/4" D.A ULTRACON 0 6" FROM ENDS AND 19 3/8" O.C. FOR LOADS UPTO 70 PSF 14-1/2" O.C. FOR LOADS ABOVE 70 PSF 2-1/2" MIN . EDGE DIST. DWG. NO.: 18-106D WinDo or, Inc. 7500 Amsterdam Drive Orlando, FL. 32832 Tel. (407) 481-8400 Fox. (407) 481-5566 product : Series 450 INSWING Doors & Sidelites dote : 10-27-06 sheet 4 oI 7 4,812 675 502 • •4 :••• EULLION TYPE 1 . ° 1DE STILE -WIDE STILE • • • • • • • 511 SID,ELITE PANEL WIDTH CNS"WING DOOR SIMILA4 MULLION TYPE 2 WOE STILE -NARROW STILE SIDELITE PANEL WIDTH INSWING DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW STILE SIDELITE PANEL WIDTH SEALANT 11 EXTERIOR 4.812 502 675r SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH z W x w 3 PANEL HEIGHT J r rr r r / rr F. ♦♦ a N .♦ /. ~ I. Pl/ / rf f, • ✓ 4♦ /✓ • / \ / ♦ ✓ FIXED PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.250 FIXED PANEL WIDTH 1 .25D WIDTH (Wj - DOOR PANEL 2 FIXED PANEL + 1 .250 LOWER DESIGN LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHART ABOVE SHALL CONTROL SIDELITE PANEL WIDTH 4.ODw - T 114V1 wSiti UAe F K•44411 Aistivtik ace REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (W) 1/6 2/0 2/6 3/0 3/6 FRAME HEIGHT 92-3/4' MULL TYPE I EX1.(4-) 100.0 100,0 111T.(-1 140.0 110.0 MULL TYPE 2 I MULL TYPE 3 EXT.(+) 100.0 100.0 INT.(-) 110.0 110.0 100 .0 110.0 100.0 110.0 100.0 110.0 100.0 110 .0 94,2 942 70.0 70.0 1/5 2/0 2/6 3/0 3/8 54-3/4 " 100.0 110 .0 100.0 110.0 100.0 100.0 100.0 INT.(-) 110 .0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 110.0 1 30 .0 100.0 100.0 110.0 110.0 110 .0 94.2 94 .2 1/6 2/0 2/6 3/0 3/6 90-3/4' 100,0 100.0 100.0 100.0 94.2 110.0 110.0 110 .0 110.0 942 100 .0 100.0 100.0 70.0 10.0 110.0 110 .0 70.0 1/6 2/0 2/6 3/0 3/6 96-3/4" 100.0 110.0 100.0 110.0 100.0 100 .0 110,0 110,0 100.0 100.0 110.0 110.0 100.0 110 .0 59.9 59 .9 1/6 2/0 2/6 3/0 3/6 102-3/4' 100.0 110.0 100.0 110.0 1300 110.0 100 .0 110 .0 100 .0 110.0 99.1 99.1 97 .7 97.7 59.9 59.9 1/6 2/0 2/6 3/0 106-3/4' 100.0 1- 130.0 110.0 110.0 100.0 100.0 110.0 103.0 97.0 97.0 70.0 70.0 81 .9 819 100,0 100 .0 70.0 70.0 100 .0 100 .0 100.0 110.0 110.0 70 .0 70 .3 110.0 110:0 1/6 2/0 2/6 3/0 114-3/4' 70.0 70 .0 70.0 70.0 70.0 70.0 70.0 70-0 70.0 70.0 69.4 69.4 70,0 110.0 1/6 2/0 2/6 3/0 120-3/4' 70 .0 70.0 70 .0 700 70.0 70.0 70.0 70 .0 70.0 70.0 70.0 59 .3 59.3 DWG. NO .: 18-1060 WinDaor, Inc. 7500 Amsterdam Drive Orlando, FL, 32832 TeI. (407) 481-8400 Fox. (407) 481-5566 product _ Series 450 INSWING Doors & Sidelites dote . 10-27-06 sheet 5 n 26'9/.3 32-9Ife' • 38▪ -9/16' 44-9/16' 26; 9rti• 26-9/16' 32-9/16' 38-9/16' 44-9/16' NOM INAL DIMS. FRAME 4'I0TH FRAME (XX) HEIGHT 50-1/2' 62-1/2' 74-1/2' 86-1/2' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 50 1/2' 62-1/2' 74-1/2' 86-1/2' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 82-3/4' 84-3/4' 96-3/4' GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' EXT. C..) INT. (-) 100.0 110-0 EXT c+) 70 0 INT.:-) 70.0 100 0 110.0 70.0 700 GLASS TYPES 'B' At ' 81' EXT. (+) INT. -) 90. 0 90,0 100.0 110.0 942 94.2 100. 0 110.0 70.0 70.0 70.0 70.0 70, 0 70.0 90.0 90,0 90.0 90.0 90.0 100. 0 110.0 700 70,0 90.0 100. 0 110.0 70.0 700 90.0 90.0 942 94,2 100. 0 110 0 70.0 70.0 70.0 70,0 1000 110.0 70. 0 70.0 100.0 110.0 94.2 94.2 100.0 110 0 70 0 700 70.0 70.0 700 700 90.0 90. 0 90.0 90. 0 90. 0 100.0 110,0 100 0 110. 0 59,9 59.9 70.0 700 70.0 . 70.0 70,0 70. 0+ 26-9/16' 32-9/16' 38-9/16' 44-9/16' 26-9/16' 32-9/16' 39-9/16' 50-1/2' 62-1/2' 74-1/2' 86-1/2' 50-1/2' 62-1/2' 74-1/2' 102- 3/4' 108-3/4' 100.0 110.0 70. 0 x 70.0 90. 0 90.0 90,0 90.0 90.0 100.0 110 0 100.0 1100 700 k 700+ 70.0 * 700 al 59. 9 59 9 100.0 110.0 70.0 * 70.0 70.0 1 70.0 * 100. 0 110.0 70.0 70. 0 ■ 100.0 110,0 70.0 ■ 70.0 A 26-9/16' 32-9/16' 38-9/16' 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 50-1/2' 62-1/2' 74-1/2' 114-3/4' 120-3/4' 70.p 70.0 70.0 x 700 * 70.0 70. 0 70.0 70.0 70.0 70. 0 70.0 70 0 70. 0 70.0 70.0 • 70.0 A 700 70.0 R 70.0 * 70.0 ■ 70. 0 • 70.0w 700• 700x+ LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE W ATER INF LTRATION RESISTANCE 15 NOT REQUIRED. LIMIT EXT. (+ ) LOADS TO 50.0 PSF FOR THRESHOLD 5-I WHERE WATER NFILTRATION RESISTANCE 15 REQUIRED. THRESHOLD & CP ARE NOT RATED FOR WATER INFILTRATION. MAX. Dp. - +54.0 PSF 0 X ▪ 07 w x to w re 0 0 0 * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. NOT RATED FOR WATER RESISTANCE 0 W x w 40 IN,SYNI'G (SADDLE) NOT RATED FOR WATER RESiSTAN CE 539 //1 // RESIDENTIAL (SADDLE1 FRAME W IDTH PANEL WIDTH FRAM E WIDTH. PANEL WIDTH PANEL W IDTH FRAME WIDTH PANEL WIDTH PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DODR/SIDELITE FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7.1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR. LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIvi E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 219 b uisilit ql20_ at: c...1, Cf RZY,Firsvilit " 44/2s147644 %lilt be /�W�C Nom a Y24 2L '-1 0 0 W' nDoor, Inc . a) E o c� M1 L N Li a 15 N 4 0 0 ro 0 a INSWING dr aw, ng no 18-106C (sheet 6 of 7 ) • • ' • .. • • ••. SIDELITE MULLION ANCHORS - SEE CHART THIS SHEET 24" MAX INTERMEDIATE ANCHORS ME40/tILL c .. • • •• MTG STILE ANCHORS SEE SHEET 7 1 3'" MIN. TIP, ANCHOR ! .}. _ _ SPACING 1_1/IL 11' 1 1 tlIJIL't 1 FIXED PANEL WIDTH 1� !0TH 1.250 PANEL W10THY_ CLUSTER OF HEA D ANCHORS . 3, 4 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (4) 2 AT SIDELITE 2 AT DOOR (6) 3 AT SIDELITE 3 AT DOOR SEE CHART FOR CAPACITY eLa '1 1}1 CLUSTER OF S LL ANCHORS OR 4 FIKED (3) 2 Al SIDELITE 1 AT DOOR PANEL WIDTH 1250 DOOR PANEL + FXED PANEL WIDTH (W) = 2 + 1 250 (4) 2 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY SIDELITE MULLION ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" 0.0 AT HEAD/SILL ANCHORS,• TYPE 'B'- 1/4" DIA..VLJRACON BY IELCO' (Fu=177 Ks1, Fy-'55 x611 - INTO 2BY W OOD BUCKS OR W OOD STRUCTURES 1-1/2'. M.N. PENETRATION INTO W OOD THRU 19Y W OOD BUCKS INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE 1 1/4" MN. EMBED INTO CON CRETE EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO W OOD STRUCTURE = 1" MIN. - Al HEAD TYPE 'C'- 1/4" D1A, ULJRACON BY 'ELCCY (Ft =177 KS, Fy-1S5 XS) DIRECTLY INTO CONCRETE 1-3/4" MIN EMBED INTO CONC £. DGE DISTANCES INTO CONCRETE = 2- 1/2" MIN MULLION ANCHORS AT SIDELITES NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF WIDTH O. FRAME HEIGHT TYPE 'C' AT HEAD TYPE 'C' AT HEAD TYPE 'IV AT HEAT) TYPE 'C' AT S-1 & 552 SILL TYPE 'D' AT 551 SILL CLUSTER OF 3 ANCHORS CLU STER OF -CLUSTER OF CLUSTER OF 4 ANCHORS 6 ANCHORS 3 ANCHORS CLUSTER OF CLUSTER OF 4 ANCHORS 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 82-3/4 106.7 110.0 110.0 110.0 110.0 110.0 110 86.2 110. 0 110.0 110.0 110.0 110.0 110.0 72.3 96. 4 110.0 109.3 110. 0 101 .0 110.0 62. 3 830 110.0 94.2 110.0 87 .0 110.0 2/0 2/6 3/0 3/6 84-•3/4' 104. 2 110.0 110. 0 110,0 110.0 1100 1100 84. 2 110. 0 110.0 110. 0 110.0 110 .0 110 70.5 4. 1 110,0 106. 7 110 .0 9&7 10.0 60.8 81.1 10.0 91.9 110.0 85.0 108.7 2/0 2/6 3/0 3/6 90-114' 97 3 110,0 110.0 110.0 110.0 110.0 78. 6 04 110.0 110.0 110 .0 109 .8 110 .0 65' 7 110.0 99.7 110.0 92.1 110 .0 56.8 75.7 110.0 85.9 110.0 79,4 101.5 2/0 2/6 3/0 3/6 96-3/4' 91.2 110.0 110.0 110.0 110.0 110 .0 110 .0 73.7 98.3 110.0 110.0 110,0 103.0 110 .0 1 2. 5 110.0 93.5 110.0 86.4 1 10.0 533 71.0 106.5 80 .5 107.4 74.4 95.2 2/0 2/6 3/0 3/6 102-3/4' 65,9 1100 110.0 110.0 110.0 1 10. 0 110.0 69 4 92.6 110.0 104.9 110.0 97.0 110.0 2 77 .7 110.0 118.0 110.0 81.4 104 1 50.2 66.9 100.3 75.8 101.1 70 1 89.6 2/0 2/6 3/0 108-3/44 81 108.2 110.0 n0.0 110.0 1100 110,0 65.6 67.5 110 .0 99.2 10.0 91.7 1100 5. 73 .4 110.0 03.2 110 .0 76.9 98.3 2/0 2/6 3/0 114-3/4' 76.9 102.6 110.0 110 .0 110 .0 107 110.0 622 8 110 .0 94.0 110 .0 86 .9 "0.0 52 2 9 104.3 78_8 105 .1 72 .9 1100 110.0 93.2 TYPE 'B' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 1tSa, Fy•163 K51r INTO 2BY WOOD BUCKS OR W OOD STRUCTURES 1-112' MIN. PENETRATION INTO WOOD THRU 18Y WOO D DUCKS INTO CONC./HOLLOW BLOCK 1-1/4" MIN_ EMBED INTO CONCRETE OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE EDGE DISTANCES INTO CONCRETE 2- 1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. -AT JAMBS AT HEAD OR S Li TYPE D - 5/15 DIA. ULTRACON JY ELCO' Fu -177 KS, Fy=155 DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC EDGE _DISTANCES INTO CONCRETE = 2-1/2' MIN WOOD AT HEAD OR JAMBS SG 0 55 MIN CONCRETE AT HEAD, SILL OR JAMBS T'e n 3000 Psi MIN. C-90HOLLOW/FILLED BLOCK AT JAM BS I'm 2000 PSI MIN AT ADA SILL MAX. Op. _ +50.0 PSF 0 LL, r 507 Lai 0 NOT RATED FOR WATER RESISTANCE ANCHOR TYPE 'C' 1I(JS"NG 551 C ,..a r - x w C ANCHOR TYPE '0' 540 INSWING SADDLE) 0 )3.1 97 .5 I 1 D.0 110 .0 6 120 3/4 ' 59.1 78.8 110 ..0 89.3 110.0 82 .5 105.6 3/0 49.6 66.1 99.1 74.9 99 .9 69 .2 _ 88.6 ADS SHOWN ABOVE ARE FOR N$TALLAT!ONS WHERE WATER NFILTRATION RESISTANCE IS NOT REQUIRED. IT EXT .( t) LOADS TO 50 .0 PSF FOR THRESHOLD CD WHERE WATER INFILTRATION RESISTANCE IS QUIRED. THRESHOLD(f,)& (..j1 ARE NOT RATED FOR WATER INFILTRATION NOT RATED FOR WATER RESISTANCE C LJ w x w FOR SINGLE OR DOUBLE LEAF DOORS AND SINGLE SIDELITES CAPACITY SEE CHART ON SHEET G. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE BELO W FOR THRESHOLD TYPES SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON THIS SHEET FOR MULLION ANCHORS CAPACITY SEE CHART ON SHEET 7 .1 FOR MTG. STILE ANCHORS AT DOUBLE DOOR_ LO WEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY . ANCHOR T YPE 'C' 539 RESID€NT1AL (SADDLE) ,l11111111i1►1/// 70592 , • Itk 4 • wkig fit STATE OF = ; /76 / fNAL 1;3yL5 PRODUCT REV vpixAntgyi ng within MOB St iid*Rg C'ode 'wcaaw 1c-Qg04.0 ' tian oats /Zi ab�iyr+r MILLI - O q S • tag g O dg m a. rgrat Q Ucp 8 pci•0o • D J N st 6, 141 �I. z1l1s 0 I al Qw E r CO MP-ANA18-106D-WD? NSWING DOOR AND SID'ELITE U C 0 0 O C (407) 481-5568 0 m 0 0 4- rev sio ns 4» 0 0 C 0 .ms's 1 drowinq no 18-106 [sheet 7 of 7 • IP 24- MAX. INTERMEDIATE ANCHORS HEAD/SILL 6" • • •• • • • • • •. • • 1111 • • • 1 u•• •• • • • • 4 • • r • • x x ce • ,a • ▪ • q • • 0000 414. -10-T- - 'y SINGLE DOOR OR SIDELITL &A A " MAX. ERMEDAATE ANCHORS EAD/S, LL 6" 24" MAX. INTERMEDIATE ANCHORS HEAD/SILL s -.1 z w z DOOR FRA ME DOUBLE DOOR MULLION ANCHORS AT 5IDEL1TE DOUBLE DOOR SEE SHEET 7 MTG. STILE ANCHORS SEE SHEET CHART THIS SHEET 3" MIN TYP. ANCHOR 1...., SPACING DOUBLE 000R HEAD/SILL MTG. STILE ANCHORS SEE CHART AT RIGHT MULLION ANCHORS AT SIDELITE SEE SHEET 7 / f/ . f ♦ -- N ` N ` �. 1 14-1/2" MAX, - LOADS ABOVE 70 PSF TYPE B MAX. PANEL HEIGHT it / r r/ _ 1 "\ 11 FIXED PANEL WIDTH 1.250 / 1,11 PANEL WIDTH I I j PANEL W I➢TH FIXED PANEL WIDTH 50 NOMINAL DIM S '8' AT HEAD DESIGN LOAD CAPACI'Y-PSF TYPE 'C' AT HEAD TYPE 'C' AT S -I & SSZ SILL TYPE 'C' AT HEAD TYPE '0' AT S31 SLL WIDTH (xx) FRAME HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS _3 CLUSTER of ANCHORS CLUSTER OF 4 ANCHORS 50-1/2' 62-1/2' 74-1/2' 86-1/2' 106. 7 110.0 110.0 110. 0 110. 0 110. 0 110.0 86.2 110.0 110.0 110.0 110,0 100.7 110.0 82-3/4" 72. 3 96.4 110. 0 109.3 110.0 84.5 110 .0 62.3 83,0 103. 8 94.2 110.0 72.8 97 .0 50-1/2' 62-1/2' 7 4 -1/2' 86-1/2" 84-3/4' 104.2 110.0 110,0 110.0 110. 0 110.0 110.0 84.2 110. 0 110.0 110.0 110.0 98.4 110.0 70.6 94.1 110.0 106. 7 110.0 82,5 110.0 80.8 81. 1 101,4 91.9 110 .0 71.1 - 94.8 50-1/2' 62-1/2' 74-1/2' 86-1/2' 90-3/4 97. 3 110.0 110.0 110. 0 1100 110.0 110.0 78. 6 104.8 110. 0 110.0 110 .0 91 ,9 110.0 65.9 87.9 109.9 99.7 - - 110.0 77.1 102.7 56. 8 75.7 94.7 85-9 110.0 66.4 88.5 50-1/2' 62-1/2' 74-1/2" 86-1/2' 96-3/4' 91.2 110.0 110.0 110.0 110.0 106 .6 110.0 73.7 96. 3 110.0 110.0 110.0 86.2 110.0 61.9 82.5 103.1 93.5 110 .0 72.3 96.4 53.3 71,0 88.8 80.5 107.4 62.3 83 .0 50-1/2' 62-1/2" 74-1/2' 86-1/2" 102-3/4' 55. 9 110.0 110.0 110.0 110.0 100.4 110.0 59. 4 92. 6 110 .0 104,9 110.0 81.1 106 .2 58.2 77.7 97 .1 98.0 110.0 68.1 90 .7 50.2 66.9 83.6 - 75.8 101.1 58.6 78.2 50-1/2' 62-1/2' 74-1/2' 108-3/4' 81.2 108 .2 110 .0 110 .0 110.0 -- 94.9 110.0 65.6 87.5 109,3 99.2 110.0 76.7 102.2 55.0 73 .4 91.7 83.2 110.0 64.3 85.7 50-1/2' 62-1/2' 74-1/2' 114-3/4' 76.9 102.6 110.0 110.0 1100 89.9 - - - 110.0 62.2 82.9 103.6 54 .0 1100 72 .6 98.9 52.2 69 .5 869 78.8 105.1 60 .9 81.3 50-1/2' 62-1/2" .74-1/2'Y 120-3/4' 73.1 975 110 .0 110.0 1100 . 85.4 110.0 59.1 78.8 98 .5 59.3 110.0 69.0 92.0 49.6 66.1 52.6 74.9 99 .9 - 579 77.2 Y tOD1lc1'REV scitelnkL tir e Floidg Isdettnolele { o ctet! Li SEE SHEET 7 FOR ANCHORS DESCRIPTION AND SILL ANCHOR OPTIONS FOR SINGLE OR DOUBLE LEAF DOORS, SINGLE SIDELITES AND THRESHOLD CAPACITY SEE CHART ON SHEET 6. SEE SHEET 1.1 FOR LOCK CAPACITIES FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR MULLION TYPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR MTG. STILE ANCHORS AT DOUBLE DOOR . LOWEST VALUE FROM THESE CHARTS WILL APPLY TO ENTIRE ASSEMBLY. MEETING STILE ANCHORS AS SHOWN IN DETAILS AND CHARTS INTERMEDIATE ANCHORS TO BE AT 6" FROM CORNERS AND 24" O.C. AT HEAD/SILL. IIIII Ili 7 SERIES 450 INSWING DOOR AND SIDELITE A C.4 ci E L � 0 E 0 o 0 yy C ? h drowing n o. 18-106D (sh eet 7 .1 of 7) :• • • • • • • O• • HEAD CORNER DETAIL CORNERS TO BE SEALED WITH _OW MODULUS SILICONE SILPRUF INTERIOR (SS2) RESIDENTIAL,SADDLE_ SILL COE.N R CONSTRUCTION #12 SCREWS 2/ END EXTERIOR #•2 SCRE WS 3/ END PANEL CORNER DETAIL INTERIOR (S-1) STD . SILL CORNER DETAI EXTERIOR 2 X 2 X 1/4" ALUM ANGLE INTERIOR #12 SCREWS 2/ LEG EXTERIOR s ADA SILL CORNER DET AIL P.a1DUC f WNW* '71 Qv= plyEt ig *kb the FloA't bettofing Crae itac quacc t! a 2L_ ®I [M k III44_20Z! 2 X 2 X 1/4" ALUM ANGLE INTERIOR ADA SILL @ #12 SCREWS 2/ LEG EXTERIOR ULLIQN g 100iA c oga m CeRg a. $ 0' t� d Waj LL J 47 ig fa si itaSis drawing no. 18-106G WIND CALGULATIONS INSTALLER: SECURE WINDOWS & DOORS 8601 N.W. 615T STREET MIAMI, FLORIDA 33166 PHONE: (305)513-0705 PROJECT: IMPACT DOOR INSTALLATION AT: 740 NAVARRE AVENUE CORAL GABLES, FLORIDA MlAMI-DADE COUNTY YOUR ON.CALL ENGINEERING COMPANY'' attt at': : .: G i"i'. : t' "'.;;. l_i :;j i_i lE30,2020 noi'',lti'll 1,,,,,,s l.nArJl/ 5'...\l No. 548 pRrpAneo 942O5W Il2rhSrnerr, Trl ( 786) 24 2.t720 - lr4rnr"rr, F[onrdr ,1 7 6 F* (786)24 2.11tt't STRUCTURAL ENCINEERINC CONSULTANTS, INC PROJECT SHEET OATE c|.(,rL GrtSrt z 9420 5.W. I I2TH STREEI rh: MteMr, FLoRIDA )t\76 ia lzgo \ 242-t 7zo F^x i.7 66\ 2t2': te) DESIGN CALCULATIONS b*" Asq, ?-lo wrxlD v€rircrr] =w MPH xPos.rRe cm6oi = a* tr=.sK GteC*e). = * Kd=t,0o j K*r= t'.oo Vgtoc rq pR€55, ExPasrnq <o€f. ( Kn) = o' 99 rcorn *rotn,r-,> Rcof suoP€ = 4 /t< w"4 Nffifo\^JEsr Dtrnt; = br,llr't o rnaaN Ror H€ lG rr (t", ) : , 3 )-0 t' r q (CoA'r*€8 D\sr.nnSE Oe q*,e S) I q=O,4 Xl3lt"= 9\5'. ? q: o'\ x6hl" = Gl1" ln q,$ 9.= o,dol ,f(j.$>rr,roXras) bAt? ilsi p*=F" Gc*): 1"(a*] * o'bo Hr€Rg i GC4L=! o'10 GCp{+) Gq,?> tAisstRc r+) PST RLL SrrcrrOrrt (- ) HLL PSF o347 1,04?_ 49,a 10,9A1 i, l'294 AeD *.49,O Sa,J DOOR5 NR€fr=ZO t!, i I t-,- tttt tt': :.: aaa aa l":,jr:;:*:l l;, i;l-: June 30,2020 City of Coral Gables Building Department Miami-Dade County, Florida Installer: SecureWindows Job: Door Installation at: 740 Navarre Avenue, Coral Gables, Florida RE: Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: DOORS: Positive u..ignTffi (zone4): 45.0 psf' Negative Design Pressure (Zone 4): 49.0 psf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 58.9 psf NOTE: "Zone 5" pressures are applicable to openings tlmt are witltin 5'-5" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10; based on the following criteria: Risk Category: II Exposure Category: C Building Mean Roof Height: 73'-6" Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in shict accordance with the Product Control N.O.A. and have not been independently verified by Structuril Engineering Consultants, Inc. any questions or concerns regarding this or any other matter, please do not hesitate to CONSULTANTS,INC. ( E.B.#: 007781) irri q- -i f.!|SW Engineer i\\s::....'zL L'..$\- rrttrtttt"'tOUR ON-CALL ENGINEERING COMPANY v\CEl7" STAIE OF t,'\,,,. r, 9420SW Il2rhSrneir, Trl (78b)242.t720 . Mnmr, Ftonrdn 11ll6 Frx (7861 2l[.+lv,t bL-b-o?- U't7'7 aaa aa a:' : 3 aa t" r :t,::..: :,,:;:.: :"'::' i" i .t. 'r 1 DL?& ? C,72? aaa aa aa a a aa aaa oaa ao aa aoaa aa aaaa aa aa aaaaaaaaaaaa aa aaaaaaaaaaaoaaaaaaaoaa aaaaaaaaaaa aa a aaaa aa aaaa aa aaaa aa ffir@ffiFsl- MIAMI.DAE'Effiffiffiw MIAMI.DADE CO{.]NTY PRODUCT CONTROL SECTION 1 1805 SW 26 Streef Room 208 Miami, Florida 3317 5-247 4 T(786) 315-2se0 F (786) 315-2s99 DEPARTMENT OF REGIILATORyAND ECONOMTC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DWISION CGI Windows & I)oors, Inc. 10100 N. W. 2$h Street This NOA is being issued under the applicable rules and regulations governing ttre use of constuotion materials. The documentation submitied h.s.been reviewed and accepted by Mami-Dade County RER -Product Control Sectiou to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A[II). This NOA shall not be valid after the expiration date stated below The Miami-Dade County Product Contuol Section h Miami Dade County) and/or the AHJ (in areas olher than Miami Dade County) reserve the right to have ttris product or material Gsted for quality assurance purposes. If tiis product or material fails to perfomr in the accepted manner, the rnanufactursr will inour the expense of suoh testing and the AHJ may immediately revokg modifr, or suspend the use of suoh product or naterial within their jurisdiction. RER rcserves the right to rcvslrc rhis acceptance, if it is detemrined by Mami-Dade County Product Corrtrol Section that this product or material fails to meet &e requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, wmg LJVIJ./S.M.I.)", sheets 1 tbru of 13 of 13, inclusivo sheet 1.1, prepared by Al-Farooq CorporatiorU dated 01/03/13 and last revised on 0211 3/1 8, sieaed and sealed by Javad Almad, P.E., bearing the Miami-Dade County Product Contol Revision stamp with the Notice of Acceptance number and expiration dae by the Miami-Dade County hoduct Control 1 . See Design Pressure ratings single and double doors in sheet ! , single sidelite in sheet ! and door mullion in sheet !. For mulled rmit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets ! and !! and locking hardware options in sheet 9. LABELO.{G: Each unit shall bear a perrranent label with the manufacturer's name or logq city, state ard series and following statement: "Miami-Dad; County Product Control Approved", noted herein. RENEWAI, ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofttris produot. TbRffi'{ATION of this NOA will occur after the expiration date or ifttrere has been a revision or cbange in the materials, use, antVor manufacture ofthe product or process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthis NOA shall be sause for termination and removal ofNOA. A-DVERTISEWNI: The NOA number preceded by the words Miarni-Dade County, Florida, and foilowed.by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECIION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distibutors and shall be available for inspection at thejob site at the request ofthe Building Official. This NOA revises and renews # 14-1015.04 atrd consists ofthis page 1 and evidenc e pages E-1,8-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08,2023 lDate: February 22,2018 Page 1 DESCnPTION: Series *160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LNtr MfSSff-,n InmACf RafntCzLarge and Sm4lI Mips_ilg _Iqpaqt 14,f,.12,,,t t,. a o aa aaa aa aaaa aa aaaa aa aa aa aa a. . .a aa aa a. aaaaaoaaaaa a loaaaaaaaaaaaaaaaaaaaaa aa a aaaa aa aaaa ao aaaa a. 1. A. CGI Windows & Doors, fnc. 1. 2. J. NOTICE OF ACCEPTA}.ICE: EVIDENCE SUBMITTED EVIDENCE SUBN{ITTED UNDER PREYIOUS NOA'S DRAWINGS 1. Manufacturer's die drawings and sections (submitted r:nder files below) 2. Drawing No.W13-0L Rev D, titled o'Series 160 Sentinel Outswing Doors", sheets I thru of 1t of 1 1, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,20L5, signed and sealed by Javad Ahmad, P.E. TESTS (zubmitted under fi,le #13- 0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218 .01-12 dated 0211112013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: i) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) LNge Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufactuer's parts and section drawing marked-rrp drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sa:nple #3) dated 04l16DA$, signed and sealed by Ramesh Patel, P.E CALCI]LATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5'n Edition), prepqred by Al Farooq Corporation, dated 1010612014,05ll9ll5 andlast revised on AUG 04,2075, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 , -04 and -2009. QUALITY ASSI]RANCE 1. Miami Dade Department of Regulatory and Economic Resowces S.ER). MATERTAL CERTIFICATIONS B. C. D. E. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemor.ns & Co., Inc. for their DuPont Sentry Glass @ Interlayet'', expiring on0ll14ll7. Notice of Acceptance No. L2-1231.10 issued to Eastman Chemical Company(MA) fonner Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05121116. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Cornpany(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer wIPET core", expiring on 12l1lll8. NOA No 17-1226.05 Expiration Date: August 08,2023 Approval Date: February 22,2018 Jorge M. Plasencia, P.E. uct Control Unit Supervisor E-1 o aoaaaa aa aaaaaaaaaaaaaaa aaaa aaaa aa a aaaa aaaa aa aa aaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaa aa aaaa aa aaaa aa CGf 'Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EWDENCE SIIBMITTED F.STATEMENTS 1. 2. Statement letter of conformance to FBC 2Ol4 (5th Edition) and letter of no financial interest, prepared by A1 Farooq Corporation, date d 09123114, signed and sealed by Javad Ahmad, P.E. Lab compliance and addendum leffers, as part of the above referenced test reports. G.oTrrF.R 1. This file NOA revises # L3-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16114 &# L2-0553, dated 04125112 approved by RER. NEW EVIDENCE SIIBMITTED DRAWINGS 1. Drawing No.Wl34L Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03113 and last revised on 02113178, signed and sealed by Javad Ahmad, P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Whd Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-rrp drawings of aluminum out w/ sidelites, by Fenestation Testing Laboratory, Inc., Test Report No. FTL 17102 dated 0511.9117, signed and sealed by Idalmis Orrega, P.E. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition 2lfi), prepared by Al Farooq Corporation, dated 11/13117, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies d ASTME-1300-09. QUALITY ASSURANCE 1. Miami Dade Deparhnent of Regulatory and Economic Resources (RER). rge M. Plasencia, P.E. Control Unit Supervisor NOA No 17-L226.05 Expiration Date: August 0812023 Approval Date: February 2212078 A. B. C. D. n-2 aa a aaaaaa aaa aa aa aaaa aa aaaa a. i i ." ! ." :::..: : .: 1....3.:]. i aa aaaaaaaaaaaaaaaaa aaaa aa aaaa aa CGI Windows & Dgq.ri!.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E.MATERTAL CERTIF'I CATIONS 1. 2. 3. Notice of Acceptance No. L7-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas@ (Clear and White) Interlayer", expiring on 07104123. Notice of Acceptance No. L7-0712.05 issued to Eastman Chemical Company (MA) for their Saflex Clear & Color glass Interlayers", expiring on05l21l2L. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their Saflex CP-Saflex & Saflex IIP Composite Glass Interlayers w/ PET Core", expiring on t2lLUt8. Notice of Acceptance No. 17-1L14,t4 issued to Kuraray America., Inc. for their "Trosifol@ Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on07l08ll9. F.STATEMENTS 1.Statement letter of confonnance ofno financial interest sealed by Javad Ahmad, P.E.prepared by Al Farooq OTHER1. This NOA revises NOA #14-1015.04, exprring on 08/08/18. 2. Test proposal #16-0947, dated 071261t6, approved by RER. NOA No 17-1226.05 Expiration Date: August 08,2023 Approval Date: February 22,2018 4. G. orge M. Plasencia, P.E. t Control Unit Supervisor E-3 a aaaaaa aa aaaataaaaaaaaoaa aaaa aa aaaaaaaaaa a,. . adaoaaaaaaa aaaalo. t t aa aa aa aa aa z69s-s6s (soc) .)vr o6s9-r6s (goE) -t!r eltee .tJ ,tl/wm 133UIS H-L9Z ',il'N 00t0t' cul 'sJooo PUD s/rtoPut^,\ lgc co gA 3Fte aa6s"z9z God')(VJ ooTffis? 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HJ IcJd fl H no-\.! s 2s-= rd<o? o9j-3 sB rtz'62, fq lomF u=EU'E<rL ffilzl( rldol lol H DI ol o-lolt-lJ.>l ll!I o. lololol EIldlz) orl g ol EIot q FI lfl 4 1 is.", Si# @;? a.. 1, Prr / ryyya S r"# E.* HE:{ r=-- E*EL{ ts Development Services Department 405 13 iltmore Way, 3id Floor Coral Gables Florida 3313x6 L-20-07-6777 Permit Application Tel: 305.460-5235 F- .305-460-52fS1 4.1 1>III[IlIIIlEII IIII[I1II II Date: Permit Change: Change of Contractru Permit Extetsaion 02 Permit Renewal Permit Revision Permit 5uppleenent DESCRIPTION OF WORK (PRINT): &ore.s= cc/o 2 x C/l ..0.- WA/ie.- Z'rrr2.t Fire. vl. - c Ha- I "..s`' 4 V r Cpl sr� ,.4..._._c,/,....,.-ua'I„t._zr-F y .'YTI i i .44/0 0,C A A 'YJi .--G1_ VJ17/1 '=- , PROPERTYOW'NER: Qy ,✓,, Ffi Sic/44zicf/ Name: 5,41 4 '+,jr,.,, R rl2r24' —Clio . Address: 7 #C .A.J'!: i/p rt2>e. Aloe- City/State/Zip: 47..zesia . - . ,e- 33 134 'Telephone No.: 727 --444 z - /x3`9 I -Email, Permit Type: Building Electrical Medanicel Plumbing Misc. APP. Date: ARCHITE.0 I': Name: Address: BONDING: Name: Add:resa: Master Permit #: Sub Permit #: Project Information: 0 Commercial: ID Residential: M Linear Fees: ON Square Feet 2- 11211 Coat of Work:f /7/ - 77 0 II Lel0676 +77 Job Address: 77,47 424,,,,,e ,a./4.0_ 4e - . 'r,.v F4, 3.,1-30' Folio #: CJ4- 4,/Jv,- of,9I - f/°43' Lot: ,,( Black: 3 5- -ISubdivitlion: .e-4 C:.r- r1 `4 I-6 ...1--(// Plat book; ,4 Pelee: /// CONTRACTOR COMPANY NAME c, rGt.e.,?,n C Qualifier Name: 4/4, 4214, '- +fir b Address: ,p , CJI Ana, 6i ,City/State/Zip: '{scT.0ri, j 33 / eo , Licence No.: 03ascD=I ZTekphone No.:(, a6; J,T73 - ~ Email: ct r%," Ser, ,,•yt,..f - rr ENGINEER: Name: Ciat.tls s 7 J- e r 2- Rg Address: qf,i2j j // x th e a.,+. , 331 MORTGAGE LENDER: Address: Application is hereby mtdc to obtain • psrmis to do the work toil icataliat.ona as indicated. I certify that no work or inaaRttian boa eomarenood prior to the issomes of s pmmit and that all work will too pesformsd to moot the iiradardi of /Slaws regulating oonsvumiom is this Jurisdiction. I =Sanaa that imams permit moil b r weed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES BOIL.EES,, HEATERS TANKS, AND AIR CONDITIONERS. ere. AFFIDAVIT OP OW NERttESSP IAtT TIORI7 AGENT: Under perrhies of perjury odd the fly of Can! Gable Patio asks and Pscussatssd Oldhmdaq City Code Clever S. I certify that I am de aware or tout l have the owrsy`t r411 cmnou and aintuladod in sign 4m elapsed= to obtain a pcorrd so pert= the slue uszelmed week that ell the foregoing informntian is trccatatc; and than all work will be done in compliance with all applkablz Laws reiploriss cow:ruction and Z ins. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINC TWICE FOR IMPROVEMENTS TO YOUR PROPIRlY. A NOTICE OP COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TEE FIRST INSPECTION, IP YOU INTEND TO OBTAIN FINAN@ G, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK O • RECORDTHO YOUR wrrrrcia OP CONI ll NCEMENr. The Ithaortai Bosco" & Chan Departmrers approval f requirtd priors° tie a eta' L emetlnnn permiL The QoallAer carnet did b Signature of Owo&Lesix/Authorizcd Agent -, Slgnamre &Qualifier. Owrrer/Lerscd■„thcrieed ent Name ATE OF FLORIDA SS Ngtsry Rtlblik -, State of Florida Egmmission t GG 190446 ray COMM, EvpiresNon, / its led through National Notary Assn. (la lt9er Name (Pouf STATE Of FLORIDA a COUNTY OF MIAMI-DADE f _day urn to tiw yw 2rDbY _sets, tea taism as aid) sad t pldss tsFan 7 2.0 - 1' �Vl MADAY DE ARM iS Notary Public - State c4 Florida Commission GG 1 10,145 My Comm. Expires 522 onded through National Notary Assn. Vora 101 Yttllata of r 'r. Board of Architects Review Application Phone: 305.650.5238 Email: boardofarchitects@coralgables.com , .. Application Request The undersigned Agent/Owner request(s) Board of Architects review of the following application(s): (Choose one (1) from Section #1 and choose all applicable from Section #2) 1. 0 New Building OR El Alterations / Additions 2. Preliminary Approval Coral Gables Mediterranean Style Design Standards Bonus Approval Final Approval Property Information Street Address of the Subject Property: 7s'0 /lJ�rrrxrit 'e- =+ es' �4 fir' S' Property/Project Name: aikz, bia..zitA 6 Sh 7f' A7f- &r> 5:60 -0.4e4, - Legal description: Lots) .4-74-6 ._Jess Fps T 104,743- , /s_ 441451 Block(s) •� Folio No. 03 - 41(ot -®‘2/-'/m-'`2) section(s) B Pe 37.../// Owner(s): A1174Ja/di? S e5'H��her p( Ate/ 42,a,z T I,�x Mailing Address: 7440 y v :"-e-- )4142�' p e7•2I'4• 23/351 Telephone: 7x7-4512 - /.5`C9 Fax Other Email Architect(s)/Engineer(s): Architect(s)/Engineer(s) Mailing Address: 1'tic, S //2 ' /t�; 2; 4/ 33/76 Telephone: Business (74'60 Z4i - /710 Fax Other Email Project Information Project Description(s): Estimated project cost': ,� d�', / 7/. 77 (*Estimated cost shall be 4/- 10% of actual cost) Date(s) of Previous Submittal(s) and Action(s): Page 1 of 12 • Board of Architects Review Application Applicant/Owner/Architect/Engineer Affirmation and Consent (I) (We) acknowledge, affirm, and certify to all of the following: 1. This request, application, application supporting materials and all future supporting materials complies with all provisions and regulations of the Zoning Code, Comprehensive Plan and Code of Ordinances of the City of Coral Gables unless identified and approved as a part of this application request or other previously approved applications. Applicant understands that any violation of these provisions renders the application invalid. 2. That ail the information contained in this application and all documentation submitted herewith is true to the best of (my) (our) knowledge and belief. 3. Understand that the application, all attachments and fees become a part of the official records of the City of Coral Gables and are not returnable. 4. Ail application representatives have registered with and completed lobbyist forms for the City of Coral Gables City Clerk's office. 5. Understand that under Florida Law, all the information submitted as part of the application are public records. 6. Failure to provide the Information required for submittal/necessary for review by the Board of Architects may cause the application to be deferred without review. 7. That applications for the Board of Architects review require the presence of the applicant and/or architect/engineer at the Board of Architects meeting unless otherwise notified. 8, That plans submitted to this office are required to be picked up at the Board of Architects counter, by the Applicant, within fourteen (14) days after the Board of Archltacts•.neeting..uniess the•piana have received Final Approval .by-tha.Baard of Architects !n which case, they will automatically be processed for a building permit. Plans which are not picked up within fourteen (14) days will be discarded. 9. Ail fees shall be paid by 12 -midnight, three (3) days prior to the meeting date (ie. Monday before a Thursday meeting) to secure placement on the meeting's docket (agenda) 10. I have received consent from the owner of the property to file this application. NOTE: ONLY ONE SIGNATURE OR AFFIRMATION/CONSENT IS REQUIRED Agent/Owner/Contractor Print Name: III BHgVAkm $hillkt-f} Agent/Own'r/Contra or Signature: Address: 7,lC7 /✓a✓cara" i vt Ga-.t-I 33/-35' Telephone: 72_7_ 6 ree2_r /,5-5-p Fax: Email: ARCHITECT'S/ENGINEER'S SEAL T V Architect(s)/Engineer(s) Print Name: Architect(s)/Engineer(s) Signature: Address: Telephone: Fax: Email: STATE OF FLORIDA ) ss COUNTY OF MIAMI -DADS ) Sworn to r a irm and subscri ed before me this NOTARIZATION -----) 6 day of in the year 20 ( - by j 'j C4,003i, T U i who has taken an oath and is personally known to me or has produced . A.. MADAM DE AliMAS My Commission Expires: " n NolaryPubiic - State of Florida �If F,` M Commission = GG 190446 4F Y vnm. E;,p;, es Apr 1 202 Notary • b' ' Bondtrd through National Notary Assn. Page 2 of 12