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WS-18-232 Permit NO. WS-1-18-232 ,sN°REs Miami Shores Village Permit Type:WindowsfShu tens 10050 N.E.2nd Avenue NE t ork Classification: indoor/Door Replacem Miami Shores,FL 33138-0000 er Phone: (305)795-2204 Permit Status:APPROVED FLORID4` Issue Date: 2/712019 F Expiration: 08/06/2018 Project Address Parcel Number Applicant 746 NE 94 Street 1132060141660 ' Miami Shores, FL 33138- Block: Lot: WILLIAM ARNOLD Owner Information Address Phone Cell WILLIAM ARNOLD 746 NE 94 Street MIAMI SHORES FL 33138-2915 Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 DREMCON CONSTRUCTION CORP (305)903-6282 . .n _.._. Total Scl Feet: 0 Type of Work:REPLACE 3 WINDOWS Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due ' CCF $1.80 Invoice# WS-1-18-66273 ' DBPR Fee $2.00 DCA Fee $2.00 01/30/2018 Credit Card $50.00 $105.80 Education Surcharge $0.60 02/07/2018 Credit Card $ 105.80 $0.00 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $155.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foreoing information is accurate and that all work will be done in compliance with all applicable laws regulating const ru do and zoning Futher re, I a2 the above-named contractor to do the work stated. I February 07, 2018, Authorized ,ignature:Owner / JApplicant / Contractor / Agent Date Building Department Copy February 07, 2018 1 r 4rttlold � F Miami Shores Village " RECEIVED Building Department JaN302018 V 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756=8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 F FBC 2011 BUILDING Master Permit No. 96 1�5�?2- { PERMIT APPLICATION Sub Permit No. UIS -' ,232. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 246 NG City: Miami Shores / County: Miami Dade zip: 33138 Folio/Parcel#: U ZV8 61 —0�y!1l j�Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:U))YISOW Flood Zone: BFE: FFE: 1 OWNER: Name(Fee Simple Titleholder): (>J iC� Y 110IC� 41V 3� v��'phone#:. Sgy � V ;7-564 Address:�y.6 1f)6 ///y �S I 2 City:�I— "li ,s`jOye S State: /'I Zip: Tenant/Lessee Name: Phone#: j Email: CONTRACTOR:Company Name: t rtc6o Phone#:, 1, 9'03 6 2 Address: ! 3-33 410 City: State: f I Zip: 3 3A//?t7 Qualifier Name: / C��^ Phone#: 3�� 97 6�c�Z State Certification or Registration#: 6 C Il�f 5�� Certificate of Competency#: I DESIGNER:Architect/Engineer:�Uhe n h�J OI Phone#: k Address: /,22.3 7-S W City: N/cyr-`/ state: Zip:' Value of Work for this Permit:$ 3 Uo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 1 w; w� Repair/Replace ❑ Demolition +_ Description of __ M2cU f�1 �(1C�(7(Q� S l n5 rI 1�4G1i ,`tFC ^+ { ��.S94f,1h"T-JIhr,.t 9.•S M'iti,.l.r 'wF J . _ .. ) !+�`l•. '.'`�'�'1'L^.l'i r�Ys'111"i�� j7.15- ...1 A 1 �— YIH f;W!.►�^RS�.,Fxi t,i'1'.11L�.0 j' ° '.fib 1... r , SpecJfycvlor of color tliriu the: . F. Submittal Fee$ Permit Fee$ . 1 CCF$ t° ' ''a � CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t Bonding Company's Name(if applicable) J, t , r; , Bonding Company's Address City j a State Zip Mortgage'Lender's Name(if applicable) Mortgage Lender's Address City t' State Zip Applicatio is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all,work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... I OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. } "WARNING -TO' OWNER: YOUR:FAILURE TO RECORD-A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR'PROPERTY. IF`,YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR.NOTICE OF COMMENCEMENT." i Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$25001,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the re"corded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0 Signature t Signature f OWNER or AGENT CONTRACTOR % .R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Sb-. .•day of ' 20 by t 219 day.of �( �i 20 by 1l`/l�l�►�n-� � �y�l L( ho is personally known to i f✓%a'y1 ylJe-.� who i ersonally'known me or who has produced -- � as &br who has produced' as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: oilidid Sign: Sign: a� � i0� ER Print: • N Print: 7081 Seal: i2 c�9s�, oa: _ Seal: EXPIRES AuOW 09,2019 tt r c j �, ` ;V)39MIS3 nwidwNou .Dorn s*s**ssssss***ssss**s*ss*****sssas �A1�?�s*ss:ssasss*s**s*ss:*:sssss*:s**r*****r*s��rr**rrsr*`ss*ss:s*:ss APPROVED BY Plans Examiner Zoning . r Structural Review Clerk (Revised02/24/2014) r Miami shores Building Department Sofia 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L'�'4' Tel: (305)795.2204 ;l ROP- Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector-will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: We& A yv NLI\qQq Qualifier/ ner Signature Date Yrint Name Miami Shores Village �1• 1 1 T,111 11::`V I L-r 1 z 3--1 x •+N:L 4'1 s tty�qh. ARCHITECT. LEGEND B'CBS BLOC' ALL 1 HO -1n' Architect —._ Iz,Bc� RDE OLrtM ZGNIyG DEPT pao a Ruben PujoI,PA.A.I.A. uPARmroNWALL IOP IIEBEAM Awl;Ds '{ n AR 0010458 ExbGePaR1T ON WALL (fir [� I[BEAM tO MAICHw N -NT—ces BLoc..wau CSLD.a SEPT Utf_ '"^" 12237 SW 204TH TERRACE v._ -} ® MIAMI,FL 33161 TEL -725 A PROPOSED>.;k�I TO MIPLIANCE WI I H ALL FEDERAL O I VISI 5-968-2155 FAX:305-253-7258 AA 223,sgON REVISIONS: ��a' r' 223 sq.ft. '''1' —'--5' L C�tlni`Y R�ll ES AND RE�1 II ATIONS PII • _ _ _.y _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _s_ _ _ _ _ _ _ _ _ _ _ _ _ _I :Y OpTE: M DRTE: LLS IFUU • { lI ;-._,_; I ILFD aCCEM wau f P L—ROPOSED ADDITIC) "'FITTING HOUSE AS u } U." EAST ELEVATION NEW i y MASTERj�j lI suLE. 'a 1= BATHROOMI o DOOR SCHEDULE PROJECT: O R • No LOCNION SIZE ,CORE O RPTION. 1HRE. RAME REMARKS ADDITION TO FFE-il Re s.Q Per of wIDIH HDGHI (HICK , IClO. �� _ .O 1i—• 9 ° BaHRooM za- m' tm<' H.c. PANELED WOOD DOOR - -0- - EXISTING HOUSE 10" 3'-1' LAUWRY CLOBET B.D BV' 13/0' - OOD PANELED BIFOLD DOOR WOOD J Li T U ttOSfl �.D BD' 13/0' WOOD PANELED BIFOLD DOOR WOOD ` OWNER/$: NOTE WILLIAM A.ARNOLD Bricks � .r=--' -uL Dooas sltAu coMPLY"1 LIFE FLORIDA BunDING coDE-11..suBMn SHOP ORAwINcs wrtH PRooucT APPRovAL No. _ B _ ___� -� B DCR RHARDWAREwILLBEPROMDEDBYOWNERANDINSuuEDBYTHEG,C &VIVIANE GUTTER BEDROOM-1 L — — — — E I — — — —b — AC F f —iLL -�� WINDOW SCHEDULE SYM DESCRRigN GLAZING WIDTH HEIGHT REMARKS ADDRESHORIZONTALROLLER W4'TINTED U=075 . 3T' 111/2' IMPACTGLAIS.L/4TINTED $HGC=025 5'U' 19-I/2' IMPACT GLASS.CATAI B GLAZED B746 NE 94 ST C HORRONTAL ROLLER I/4'iINTIP) 3T' 3&5/0' IMPACT GLASSGLAZEDO MIAMI,FL 33138„ EXIST KICTF EN EXIST.KRCHEN II,o I 1.. NOTES: I-ALL W INOOWS SHALL COMPLY WITH THE FLORIDA BULLDING 1001,2011,SUBhYT SHOP DRAWINGS III PRODUCT APPROVAL No, SHEET CONTENT. _ { ]AL1 WIDOW HARDWARE WLL BE FROMDED BY OWNER AND INSTALLED BY THE G C. 3- LL WINDOWSTOBEMPACIRES41ANT. J V- O U "' w, TI Ir A f r wPEM�woSOF' PROPO ED'FLOOR DRaW`F n. II PLAN r" n SCHEDULES SCOPE OF WORK EXIST.GARAGE _ - - _ _ - - - - - - - - - - - T r ELEVATIONS I J LIVING ROOM R «. c x i }Ji�f� FFE=11. DEN ® 13 ® c SEAL: BEDROOM-2 I PORCH // XISTING HOUSE 7--PROPOSED ADDITION PROPOSED FLOOR PLAN SOUTH ELEVATION SCALE: ALL IDE ,DE s ONS,AR'ANGEMENTE SCALE:II­I < l\`,TL�/l AASND PUNS INDICATED CR REPRESEN­ 'A' 't ``J . - •• ••• • • • IED BY TAID HIS DRAWING A`E OWNED J a.,v<r.rsew., • •, • • BY.E AND EK CRTY EATE 11115 0E J HCE AND WERE COR LE EVOLVED -- — - — — AND DEVELOPED FOR US''ON.AND • • / �� IN CONNECTIONNONE SU SPECIFIED REM1IODELINC SCOPE OF WORK: ,,,„, �� • •� • • • • • • • PRaEcr None of sucH EAS.OE SIGNS ARRANGEMENTS OR P.NB SHALL _ BE USED BY OR DSCLOSED 1 ANY •• ••• • • •• PERSON FIRM OR CORPORM IN FOR .,t_ D MY PURPOSE WHATSOEVER N:THOUT ' OOI� D THE E%PRESSLY wRff1EN PERMS ON D LTr NEW MASTER ITHROOM THAT INCLUDES DOUBLE VA.NRY, OOUOOtJ SHOWER 8 TOILET ROOM 1 OOOO PROJECT NUMBER: 224 o-NEW LAUNDRY CLOSET WITH SINK. SHOWER DETAIL L FOR MASTER BATHRWO _ • • � • _ _ _ •_ _•_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ v_ _ � ISSUED: MAR-I-17 DRAWN Br: LIDA PRIETO • CHECKED BY: RUBEN PUJO [3]-NEW CLOSET.-, FINISH NOTES .. • • FILENAME: • • • qo-REMOVE EXISTING WINDOW TO GENERATE NEW OPENING _ • • •• • RLElEVATIO1`1 • ENTER THE ADDITION. „a1�„«_,,x,..,:.r.•,�..�,..,,.. SCALE:I—I4F 1 2 3 4 5 t 2 3 4 B ARCHITECT: e•es uoc.WALL sco G n .. rLrrir�L+�it'r�ll�'vLri�lr,vllN'�l�v`rr'lr Architect �.rcoNcaEre caaM„ cs. L�'1-IYf ,r' ' WE, ' v� r• h, vrrrt Ruben Puj01,PA,A.I.A. LL IOP OP nE BEAM T l,l r, n I n,r ft f14' nr LVl v. ,.n nnNlrL,4V'Lf�r•.LYU.t, 1 n p,{ri r v�ry n� n nrrrr R411.L}' I{? r;r nllruvV trV AR0010458 11— ���t.�n�{itii.�n nr,r:nrn..,�l it �, 1XIBU iG B'CBSTBLOCI-L I+F iEUA t0 MATCH wnH _ 12237 SW 204TH TERRACE MIAMI FL 33161 C TEL 305-968-2155 PROPOSED I FAX:305-253-7258 AA ADDITION w`A "s L luul ND VRF,uRE d' r' 223 SO IF ss"i REVISIONS: F.1 DATE DATE: p DATE: E ANCE - t I -roJ B • 3ILI 3 IN SATeWANTS-rUI 1 TILED ACCEIT WILL As N.D- �- -I "ROPOSED ADDITIOrJ -i 'xISiING MOUSE T TOILET ' EAST ELEVATION z} _ --i Mq$TER�1 -1-OL,BATHROOM f C r i DOOR SCHEDULE PROJECT: r? I �ICLp J HE=11, {_�I. 1 Pergola 1 B LORWm' W- mE T.111 CORE DfscalPnoN InaE. RAME REMARa ADDITION TO a-^ EQ1]/d -- PANELED wooD DooR wooD - EXISTING HOUSE -; J'd" I 2 AUNDFV CIOSEI B� 9Q' IJ/8' - WOOD PANELED BIEOLD DOOR WOOD 'L ] CLOSET J4' 11/8' - WOOD PANELED NFOLD DOOR - WOOD � WNE/5: rnczx'o f �iJ Bricks - - - NOTE:DOORSs»Au coMPL.wily rnE FLovoA emLowc cooE TOIdwBMn s»oP Dagwwcs wun PRopucr APPeovnum. WILLIAM A.ARNOLD A BEDROOM-I - -- -- ----, 1 AC 1ALL DOOR HARDWARE WILL BE PROVIDED BY OWNER AND INLIAILED BY THE O.0 &VIVIANE GUTTER WINDOW SCHEDULE SYM DESCRIPTION GLAZING WIDTH HEIGHT REMARKS ADDRFSS: /d"TWTED U=0.75 3T' I9-IiZ' IMPACT GLASS.GLAZED. - - -__ ___ vd"uN,ED SHGC=o.25 Lt w-vz' IMPACIGLASS.-Acle&GLAZED B 746 NE 94 ST -S IZd"nNTED v' :+e-s/a' IrwACTGUSS.GLAZED. MIAMI,FL 33138 iI sj EXIST.KICTHEII EXIST.KITCHEN D NOtES: �j I-ALL WINDOWS SHALL CU-LY WUH THE FLORIDA BUILDING CODE�2014 SUBNAT SHOP DRAWINGS Wire PRODUCT APPROVAL N,. SHEET CONTENT. 2 Au •��' C• ""� _ ] AowAPE wu BE PRoo owueaAD ImALLEo e.na G.e woW nga -ACI ALLTO BE PESISIAI II. SCO—SCOPROPOSED FLOOR :-IR - - AHU I r• ,. -'u r r-J tins+,. n'1 PLAN . I n. Zr LrtY r lrtl'�rrJJ Irtr- own+cs ryl Gi}•'rl� ri! N,; v'rl '?,�lr l-• nirtr "-' ry - SCHEDULES _ .�IHr, ,n•`.' iti- �C{-�Lr�'�,�I�.rrEr�r nnnT.hh. r-t�rv,` ir�,';'; SCOPE OF WORK EXIST.GARAGE 1 l ELEVATIONS rJ{^ I LJVCGROObs DBI r - J o t = _ OB SEAL: R7 e �! w ' BEDROOM-2 PORCH x1511NG NOUS ^ROPOSED ADDITION-1 PROPOSED FLOOR PLAN SOUTH ELEVATION AL CEAS DESIGNS R. CEMEt••i SCALE I'I4 qNp PLAIN6 INDICATED OR EPRESEN- scr --,nitnitir nr�fin},.h'1-•h ''^'>.rfr irtr rfD Br,Hs D A , R OV/NED f['r ..II tr1r LI,.'lt ftn In r l? Y ' •• ••• • • • }?••Vt 'ir •f'.It)l!'L r r'trtti ((.f-1 :J r Br ,D THE PacPEPtI of THIS o.- ---- - _ . r •J, .1 I •t J,11 , r 1.1'Y 1 Jjl••Jll n�•t. ,C AND w R ;FD CPE EVOD.ED rv. ' _, • • • n• ^ tl"l, J,. r Irl Ir '11- } to nn 1 IHkI- O DEVELOPED FOR USE ON AND 4 • 'L•" {l•p'I•"r• IV! rl(J i- I"L tV r rtr r r{rllr rT.� -L _ f.nr.l'l.I] lT'�! .ty'D-1 CONNE<JBRN V'IH T.E SPECIFIED P.OIECT.NONE O SUCH IDEAS DE. REMODELING SCOPE OE WORK: S • •• lav Jl g l}T SIGNS APRANGE nS OR PLAINS SHALL --- - - - t N •. ,•.�... • • • • • • • • r•n,.. r�ryrl.r4_.. BE US ED BY OP DISCLOSED TO ANr • ••• •• • •• O _ "^ •• PEPSON HRM CP CORPOPAIgN FOR M PJRSOLE YMAISOEVEP WiHOUT _ y'OOO� 1.f.PPfSSLr VAQIFII PFFMISSIGH D To-NEW MASTER BATHROOM THAT INC LUDES DOUBLE VANOY. / p SHOWER&TOILET ROOM. • 2. w w •, �OOO • ••• • • ••• • O _ 000o PSUEDC NUMBER. 224 o-NE'Vv LA UNOP.r CL05ET WITH SNX. SHOWER DETAIL FOR MASTER BATHROr N, • • • • • • • swfD: MAR-I-17 ANEW CLOSET. FINISH NOTES • • • • • • • • �0❑❑ HECrEDCI rBr: UBELIDP LN0[ • • RUBEN P1JOL FILEIIAME: IIIAN.DSVG L7-REN10':E EX:STING'h II:DOVJ TO GENERATE NEW OPENING TC i+ •, +•., 4•J'e • • •• • N•Ofl j F•LEVATIO:o • • ENTERTHE ADDITION. • • •SCA - A-2 3 J 4 8 o:o 6o • • • • ••• • • . . . . . . . . . . ... . . 000 ... . . t MIAMI•DADE MIAMI-DADE COO NTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.pov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA ii being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - ! Product Control Section to be used in Miami Dade County and other areas where allowed by the.Authority Having Jurisdiction(AHJ). This NOA.shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AID (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code." This product is approved as described herein, and has been designed to comply v ith tlio Florida Iluilding Code,including the High Velocity Hurricane Zone.- •••••• • ...... . ...... DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Slidyp.%3yindow—LeM.I. APPROVAL DOCUMENT: Drawing No.L8700-0901, titled"HS-8700 HorizontiOltbMing FlV ge jnjpact • Window". sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02?M/17, prtllarta by ". manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Mialni DW Couaty'Product Control Revision stamp with the Notice of Acceptance number and expiration Are M the Miami-Dade • County Product Control Section. : ... . • . . . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant :""' • LABELING: Each unit shall bear a permanent label with the manufacturer's narlIC or'logo,4fy.%ate, ' series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.14 and consists of this page I and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MtAMFDADE COUNTY j/ NOA No.17-0222.14 � Expiration Date: April 11,2022 Approval Date: April 13,2017 L�Ip ( Page I . 9 I �a f I I: 0 00 e i � a I I � a I r a � 4 r • ...... . . . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing, Inc., Test Reports No. HETI-10-3049 and*•••. HETI-10-3051,dated 03/23/11, signed and sealed by Candido l+. Fant,P.E. (Submitted under NOA No. 11-0705.10) ...... . ...... 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading pe".$C.TAS 202-94 along with marked-up drawings and installation diagram of-&-specimetis.of an aluminum horizontal sliding window, XOX (1/4-1/2-114—and 1/3'1/5'1/3) ••;••. configuration, prepared by Hurricane Engineering & Testing, hid'lest Retb"s.No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-31AF ft1ETI-10-3YY3 and , HET-10-3225,dated 03/23/11, signed and sealed by Candido FdFo&,:P.E. . ....:. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201A4 • •• • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and. installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251,dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) r anu I Perez,P.E. Product Con •ol Examiner NOA No. 17-0222.14 Expiration Date: April 11,2022 Approval Date: Apr'il 13,2017 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 4)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 marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No. HETI-08-2033,HETI-08-2034, HETI-08-2035,HETI-08-2036,HETI-08-2037,HETI-08-2038,HETI-08-2116A and HETI-08-2116B,dated 02/28/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TASZV S>4 3).Water Resistance Test,per FBC TAS 202-94: • 4) Large Missile Impact Test per FBC, TAS 201-.9.4 .• ....... 5)Cyclic Wind Pressure Loading per FBC,TAS 2=94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS.�_0`I-9.4 •• along with marked-up drawings and installation diagram of 8 speehnens of art• " aluminum horizontal sliding window,XO configuration,prepared by*;enest:ation• •• Testing Laboratory, Inc.,Test Reports No. FTL-3097,FTL-309;8,Wj,k'I'L-3364, ••• • dated 12/06/01, 12/11/01 and 01/28/02,respectively, all signed 4nd Se4led by Luiz ....:. Antonio Figueredo,P.E. •• (Submitted under NOA No. 02-0227.05) •• '• ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on. 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127 08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for`their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/ 5/ 6,expiring on 07/04/18. MVol rez,P.E. Product Cxaminer NO -0222.14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51h Edition(2014),dated February 16, 2017,issued, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No.HETI-10-3047,HETI-10-3048, HETI-10-3049,HETI-10-30491,HETI-10-3050,HETI-10-3051,HETI-10-3052B, HETI-10-3053,HETI-10-3056,HETI-10-3057,HETI-10-3130,HETI-10-3131, HETI-10-3223,HETI-10-3224,HET-10-3225 and HETI-10-3226,all issued by Hurricane Engineering& Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No.HETI-10-3251, issued by Hurricane Engineering&Testing, Inc., dated 04/25/11, signed and sealed by Rafael E.'"Aiz- Seda, P.E. •••• •••••• (Submitted under NOA No. 11-0705.10) •••••• 0000.. . 000000 5. Laboratory compliance letter for Test Reports No. HETI-08-2033P UrLTI-08-2034, :00**: HETI-08-2035,HETI-08-2036,HETI-08-2037, HETI-08-203p,-HEP-08;11j6f1. 0 • and HETI-08-2116B, issued by Hurricane Engineering&Testing'Mc.,dated• 00 00900 01/15/08 through 02/28/08, all signed and sealed by Candido F.V00 P.E. 6*0*0• 0 a 6 0 06 06 0000 0006.. (Submitted under NOA No. 09-0706.05) 000000 6• 6. Laboratory compliance letter for Test Reports No.FTL-3097,F7L-*3II98 and 6 00000 6 FTL-3364, all issued by Fenestration Testing Laboratory, Inc., 4ated•l2/06/81,0 0* 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figttre;o,P.F;'6 6 0 (Submitted under NOA No. 02-0227.05) 6' G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. i Manu P.E. Product Co rol E miner NOA -0222,14 Expiration Date: April 11,2022 Approval Date: April 13,2017 E-3 A Al A AI General Notes: y � a o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING c 2 HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT n m y 3 IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) '1° M 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 2 RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 1A o v d o OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. D // E E �\ D \\ C m o o e w 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON it^ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3�` y w o e V (O.C.), AND AS TABULATED ON SHEETS 6, 7, or B. _} o p C7 Z " .g gI g gI 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o Jo Z 2 ¢ < _ LENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND '^w= TO BE REVIEWED BY BUILDING OFFICIAL. 00 °' I"U,'z o m °' OX X0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES NOTE: TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE Z 01 0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. Z 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B:& BI" REFER TO SHEET y3 t- LAMINATED INSULATED GLASS TYPES TABULATED HEREIN'(SEE SHEETS #6, 7 or 8). '� < m 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. &E" REFER TO SHEET p4 6.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30E-r. < 0C6 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. -_-------____ 8.) SEE SHEET 9 FOR GLASS TYPES. h i E_ g a 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. h. a O w ,.10J SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. N' 4o a m d \\ // 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. a O o 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. '("y Y x (L \ •\\• j/ 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE '^ J p < �V \\ /� 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED E U E (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET g3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE, WITH THE 2014 FBC CHAPTER 2 24 SECTION 11.3.3.3. ���II)Q x 4 B B1 IS.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.Lj Li. 1 _ 16.) SEE SHEET A 5 FOR MULIdON/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/31 N WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT m NOTES: t THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE _ o e o I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. c 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al, R:A RI" REFER TO SHEET y3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE do 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'b, & E" REFER TO SHEET #5 d) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A Al o c E p E ••' ••• • • • • • •• - • • •• • • • • • ';ti �j�'t�, - fRODUCi'REVISEft r z x? a XOX - Un Equal Lite (1/4-1/2-1/4) n:o 'plymswilhlbcFlaxidAw1 NOTES: - _ _ Budding Code �pr A,4 t s - 1)"REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • ••• • • ••i f a Acceptance No f 01A 4 yz t�. '-' pu" .. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A], B. & BC' REFER TO SHEET #3 • • • • • • • • • • Brc ration Date 11►A/�jZ2 rr Y-�i 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E' REFER TO SHEET k5 • • • • • • • • • �" _ tI 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. ji • • • • • • • • • • DY t" 'S�-......,.w�. �i `I " SERIES-8700 HORIZONTAL SLIDING IMPACT-WINDOW' ••• :` ••• :•• :• �•. n^+9tF. edcP.odnee1/ a '`1 `° W APPROVED ELEVATIONS o ••• . • . ..• • • . .. .. . . . .. .. . . . . . . . . . . • • •. .. . TEST UNIT SIZE: III"X 83' # 85 3/8' OVERALL FRAME WIDTH • • • • W* UNjT SIZE&74' e3' • --74. OVERALL FRAME WIDTH INSTALLATION FASTENERS - 84 3/9' INTERIOR FRAME WIDTH • 1f7'AWT10N FASTENF�S• • • 73' INTERIOR FRAME WIDTH En 3 (A) 10 AT FRAME I1EAD TVO ADDITIONAL ANCHORS • • • • ( D T AME HEAD TWO ADDITIONAL ANCHORS 0, REQUIRED AT MEETING RAILS • •• D T ANF.HF. •(P DP• OdE 70.0 REQUIRED AT MEETING"RAIIS O O (14 AT FRAME HEAD IF DP ABOVE 70.0) rO UNITS WITH DP ABOVE a ( FOR UNITS WtiH OP ABOVE O C] (B) 10 AT EA. FRAME SILL A A 1 ./-70PSr(4 TOTAL? lB)g A EA.FRAM S1Lt v. ...I 5' (B AT FRAME SILL IF DP ABOVE 70.0) 7DPSF d rOTAU o ° Z (14 AT FRAME SIL IF DP ABOVE 70.0) Id.7 I' Mne +• I—I7.vs—i I (C)5 AT EA. FRAME JAMB I—Ia'-� (C) 59 AT EA. FRAME JAMB MAIL 8.c. -SEE GENERAL NOTE A3 k/4. •SEE GENERAL NOTE. y3 Be p4. •• • • • •• (MA%.D.c, a E, o �f rn U U !A`LLc`o((Il�ns)• • • • • —3r-All%RNER$) 0 In _O_.._.W.=djyh •• • • •• ••• M_a_!_D_.L_O.__d_lh 2433 13 1/a•O.C. i3>_ o p43W •*J i 0• y W F tH z z o g 2o". 13 1/4.11C, ___ ______ > p B B 1 : = 3 v.•p.c. B B {' 13 v. 0c. = s I 1 W! z o 0 ,.ANCHOR NOTESANCHOR NOTES: 'W 5 O E%T.6 IN-.FALLS5E CC LOWAL F I O I.SANE ANCHOR SPACING AT HEAD 6 SILL MUN7INS ARE APPLIE�W/ 1.SAME ANCHOR SPACING AT HEAD'A SIL / E%T.6 INT.FALSE COLONIAL 2.TWO ADDITIONAL ANCHORS REQUIRED W/SILICONE AND ARE 2.TWO ADDITIONAL ANCHORS REDU(RED MUNTINS ARE APPLIED V/ r G E AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FOR UNITS WITH W/SILICONE AND ARE (� j m i DP ABOVE -70FSF/- 75PSF(4 TIITAL) AVAILABLE AS OPTIONAL. XOX" WINDOW EQUAL LITE W ABOVE ./- 7DPSF a Tp7Au NOTES: - — SCO" WINDOW EQUAL LITE 7 x • f FSE�VERTICAL CROSS-SECTION DETAILS'A,Al,B,6 BA AT SHEET 03 A TEST UNIT 517.F.: 171"X 63' 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C.D.6 E'AT SHEET p5 NOTES: ( 'OX" REVERSED ) �7 1.SEE VERTICAL CROSS-SECTION DETAILS•A,AL B,L BI'A7 SHEET 03 INSTALLATION FASTENERS # III. OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS •C. D.6 E'AT SHEET p4 �y N (A) 10 AT FRAME HEAD 113' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 7D.0) F((D�T�A TWO ADDITIONAL ANCHORS 10 AT Ea. FRAME SILLREQUIRED ai MEE7iNG RAIFURNTSIIITHDPABO(I4AT FRAME SILL IF DP ABOVE 7(1.0) ./-7DPSF(. TOTAU ' SERIES-8700 HORIZONTAL SLIDING. WINDOW(C) 5 AT EA. FRAME JAMB I—I+-i-- r IZ --� - N . `IA °`' — a SEE GENERAL GENERAL NOTE A3 k R4. I FLANGE FRAME ELEVATIONS L.M.I. s a (TWICAL AT �ORNER$) ... , N y M x. D..O.W.0 M°�. D.L.O. ; n - 2a s/S', 3 11 - 13 7n•ac a W E E = i Q• � /// _ Il � /� ih S j ❑1/4'D.C.o d 0 x B l3 1/47-1 •GC. N+ PRODUCT onucr RI vlsFn .. 5• as<omplyiag wHh IIIc F1011T1R <ak'=y _I Ouilding C<Rlr. ••s� i ccnr Ante Dp �� / _ ANCIIUR NU]-U, •l.SAI[ANCHOR SPACING A7 HEAD 6 SILL E%7.6 INT.FALSE COLONIAL MUNTINS ARE �A(MNTMeI CARe APPLIED W/SILICONE AND ARE AVAILABLEi 2.TWD ADDITIONAL AND REOUIRCO A7 •� -" I nS OPTIONAL. (3 •o• ti MEETING RAILS FUR UNITS WITH D° ,, ABOVE.7DPSF/ - 75PSF(4 TaNOTE4 "XOX" WINDOW - UN-EQUAL LITE • Miwni eProd°ec ��Y,r''• .i�°° I.SEE VERTICAL CROSS-SECT:ON DETAILS'A.Al.B.6 BI'AT SHEET %3 /!TdEA7I it E•AAA`a• 2.SEE HORIZONTAL CRL-SS-SECTION DETAILS'C.D.6 E"AT SHEET YS 1/4' TAPCON W/ 1 1/4'-- STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD _ (SEE ELEVATION AT SHEET q2 L ALL WOG➢ BUCKS ENGINEERED SEPARATELY TO BE SPECIFIE➢ BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET U? q FOR MAX. FASTENER SPACING) L TO BE REVIEWED BY BLDG. OFFICIAL_ (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) A: 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. o o a l 1_/O" MIN. �.• •c `jam & INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ^•G�r ,o D y 1. v BY THE GLAZ EDGE DISTANCE ING SYSTEM vim• n^o v) p Q o A a vat ° 1 1/4' MIN. ° ° :y 0 1° V z 0 0 v° a n EMBEDMENTT ° 4 y� m c 3 D: o'W d d. o° d. tie >EDGEANCE X 0 Oo 0 o af � z W Z Z w ^y�Y z i:Z 4 ao Z w o ]/4' MAX. ~1y 1 1/4- Z GRADE 72 So 1 EXTERIOR HIM SPACE �•� 2X (MIN.EMBED.) D •- PERIMETER CAULKING '"' ]YR ? p Z- 0 YP.) - AJiv � Q U E /� 15 Z O N g I/ , Y 11 "_ EXT.GRADE PERIMETER I/4'MAX. ® j N = p; \ CAULKING NOT BY SHIM SPACE o• p U fi 14 75 6 'LAWSON INDUSTRIES'. TO BE APPLIED BY OTHERS CTrp,) CIO]w Z, O; a <TYP.) CD U CLEAR SILICONE ADHESIVE EXTERIOR v 3 Cn BEDDING COMPOUND u 34 A l INTERIOR ] j Z s = i EXTERIOR INTERIOR Q 2 3 w x ALTERNATE DETAIL U Z x mLAMINATED GLASS " 4= wiu 33 j a 14 WOOD FRAME INSTALLATION DETAIL I n a o 6 4 e 3 Y7 WINDOW INSTALLATION NOTES: oD - c z 3 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. - 3 I 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 28BY WINDUW INSTALLER (TYP.) rn _ SILL RISER - OPTIONAL c •d, �' N o 1 APPLIED WITH SILICONE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO u �• SEE DP CHARTS ON BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK ° sg SHEETS A4, M5, 6 b6. BY OTHERS (TYP.) f II 2 III • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR sa I z z 5u 26I I MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED. i• • •+ 26 70 9 32 13 jj� m u ANCHORS NOTE: s' e EXTERIOR GRADE EXT. GRADE 000 ' • • •• ANCHORS TO BE M12 SMS OR WD. SCREWS INTO WOOD, OR ,. PERIMETER CAULKING CAULK • •. • -•.... 1/4',TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ._ .. • .'.. - WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ' • • • •_ • pWY CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) v a I/4'MAX. 4 1 4' FAL oZ� l SHIM SPACE •Q• •. A •SH . A A ° CTYP.) n a ° (TYP.) PRODUCI'RF.VISE•0 rn s,`( =a cam+. 4' 1 1/4' MIN. 4 .1 1/4' MIN. .0 complying with the Flaido EMBEDMENT "a° ° EMBEDMENT .° _ Ttu•IdineCode ° Cy` AeeepIAnee No 1 4 '.d .a A:a• a•�� ° � • • d •� ••• �_ +S¢pifa ion Nit � {�J • • • . a ' ° ' ° � •• DGE�•STANC � '•• • •• • • 'DadeProd•daQ�r� '4i,,y �I OkA PTIONAL SILL INAALLATA DETAIL AT "XO or OX' a r, • •• •• • • • •• •• . .. .. . . . .. .. 4 N --1. ALL �COD BUCKS ENGINEERED SEPARATELY • • •• • • • •• • • 2x w000 BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYR) • • • • • • • • • • C) BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWS:N • • a cI f INDUSTRIES) MUST SUSTAIN LOADS IMPOSED • ••• • ! •f• • o o Z o INTERIOR FINISH BY THE GLAZING SYSTEM e p (BY OTHERS) n o0 y O .PT. W00➢ BUCKS q E o 21 23 LAMINQfLj Gl!f" •• • • • •• o'o c) d o • • • • • • • • o 33 • • ) ,R • ••• • ms0 2 n 1/4' MAX. SILICdN� AB�IIlJISE • • • • I/4'MAX. a 'I v t ,•� Z :, 414 S.M.S. W/ 1 1/4' SHIM SPACE • BEDDING CRMPUIUNQ • • • • SHIM SPACE e Z w ti W w h •MIN. EMBEDMENT [NTD WOOD. (TYP.) •• ••• • ♦ • • • •• o C7 INTERIOR (tYP.) _ z a (SEE ELEVATION Al SHEET 42 7 17 34 3 0 o z p t c FOR MAX. FASTENER SPACING) 2x5 27 a°10 7 a 3 _j 1/4' TAPCON W/ 1 1/4' s. ❑ o' Zz z o MIN. EMBEDMENT INTO CONC. l 1/4' MIN. D 7 o EM ,ENT -:___-_____- ______ (SEE ELEVATION AT SHEET 2 J 2 FOR MAX. FASTENER SPACING)) � ,� o 12 I' MIN. EDGE a� Z E 0 DISTANCE - -_ 1 1/4' MIN. ®w Z .� Y«(uffEf«K<««(<E 17 -----------11 __ ___________ EMBEDMENT O j d _- J»»s»»»>v�rrN s>js - a . EDGE DISTANCE N ti S.0 <!<Kf a O G] EXTERIOR WALL FINISH - cf) w x Q BY UIHERS (TYP.) 28 14 d..^ �+ j O \/ 4 EXTERIOR 1B 19 11 ° n �� EXT. GRADE e. 4 �j STUCCO OVER METAL LATH NAILED IU CAULK C.T.GRADE PCRIMETER O EXTERIOR GRADE PLY SHEATHING O `t'1.Q �' 'F BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (E NO �'Z _ (EXTERR FINISH BY OTHERS) TO BE N INDUSTRIES', U NOT BY LAWSON INDUSTRIES, INC. " TO BE APPLIED BY OTHERS 73' MAX. TYP.) F WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH �o "XO" WINDOW EQUAL LITE o ( "OX" REVERSED ) _ w o WINDOW INTALLTE SATION NOS: �R 30 31 _ - t. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. "a 8 �.( GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE ' €i r\\ BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK :5p 0 .:5 22 21 3Y OTHERS (TYP.) 22 ?? • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR $ MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: z ' ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR pTca'y LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS Or APPROVED CONC. FASTENERS INTO CONC., PRODUCT REVISED v C WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR as complying wird the Florida L BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) Buildmgcod. (4.0 LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, Accepmnca No •Qm Ili: "' 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. By r ),i' '`-�;••ytio'` 3. TWO (2) LOCKS ARE REQUIREDPER EACH VENT. I — p Min t?Adc PTednd ' /pj •,T•• ^:,;,.5 (,� - tlltRll..�t` 4 O iJ # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED y .� (SEE ELEVATION AT SHEET 92 C O F FOR MAX. FASTENER SPACING) .PT. WOOD BUCKS m o Z o CLEAR SILICONE ADHESIVE a 1/4•MA%. 21 22 23 34 BEDDING COMPOUND LAMINATED,GLASS a. n°p y 3 0 SHIM SPALE 1/4'MA%. •') y E-. 2 (ivP.) • 33 EXTERIOR SHIM SPACE (TYP.) 7 17 C4 O' E- 5 27 30 31 R\ 1/4' TAPCON W/ 1 1/4' 3 4 ' o S 0 EMBEDMENT INTO CONC.' 0 ELEVATION AT SHEET #2 0 0= O Q MAX. FASTENER SPACING) 12 2 n o d 16 _ 1/4' IN. 2 I- MBE"DML If ___________ 17 8 18 _---�-" ----- � EMBEDMENT' Q � o J _ - o a 1 1/6' MIN. EDGE DISTANCE Z d o j 7 a _ 28 a.._ a �'•' � o � a 4 EkLK C �11 W a S c EXT. GRADE CAULK _ NN CAULK __..— O O O IW CD .. fy O t` U I N h WINDOW FRAME BUCK WIDTH Q z: c z WINDOW FRAME FLANGE WIDTH "°XOX" WINDOW EQUAL AND UN—EQUAL LITE y &0 3N WINDOW INSTALLATION NOTES: - S 1. THE WINDOW FRAME FLANGE TO 3E BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO o BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK LL o BY OTHERS (TYP.) g u • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE d F ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR _ 1/4' TAPCONS or APPROVED CONC. FASTENERS INTH CONC., •• ••• • • • • • •• WITH A MINIMUM CF 1 1/4• PENETRATION -INTO WOOD OR • • • • • • • • • t - CONC. ',REFER TO LOAD TABLES FUR QUANTITIES REQUIRED) • •• • • • • ••• • '•@iJ' ` • • • • • • • • • `m N PRODUCT REVISED 7. 'W n ae complying with the Flaid% „ _ ihiildmg Cock Mn� V • ••• • • ••• • ... Acceptance No • • • • • •see • • • • By _ clip • • •• • • • •• • • Ntinsn IMde Frodecf �' �l",fill p Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .•. . . . ... . . • .. .. . . • .. .. ... . . . . ... . . DESIGN LOAD WP.W7;TP_SF9.0Y09XUWNDCftS # # • + •Prelwr (p • 3 WINDOW Jamb H&S Glass T "A" '2 Glass T "B" •Glass "OV 62 Iass►T "D" '2 Glass Type"E' '3 Glass T "F" *3 ° o `YY ° � q WIDTH HEIGHT Anchors Anchors +psf -psf +psf - +psf - psf - sf +psf I -psf I +pst I -Psf ° z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 M x 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0` 70.0 80.0 80.0 80.0 80.0 Noe v L) 10 0 48 24 3 6 65.0 65.0 65.0 65.0 Oro • • D • 70.0 80.0 80.0 80.0 80.0 60 24 3 6 65.0 65.0 65.0 65.0 ?bb • 070. • • M0 70.0 80.0 80.0 80.0 80.0 0 Q 72 24 3 6 65.0 65.0 65.0 65.0• 70PO • • @70.6 0 70.0 80.0 80.0 80.0 80.0 c z 24 36 3 4 65.0 65.0 65.0 65.0 0.0 .0 7 . 70.0 80.0 80.0 80.0 80.0 - z o z 36 1 36 3 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w a $ o 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 > z o 72 36 3 665.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " m 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 i 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 E a 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 . 70.0 80.0 80.0 80.0 80.0 ZF z 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 .80.0 a 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 a` 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W o 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x j 'o 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 h 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - - - - °J r 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 . 80.0 80.0 80.0 80.0 �Q 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 t 7. 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 £ = 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - - 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 s W 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ` 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 _ U 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0a e a e 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 7D.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 3 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Iv.' 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 0 •.; - .' 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ss complying'+kh th �za Notes N72) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW B°i1A O4 e'• A.,eTtsn No 20 SILL RISER - OPTIONAL N rn z (WINDOWS WITH CLASS TYPES "A, B, C. & D") R.vomti_Deltl - t APPLIED WITH SILICONE3.) S[LL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP ED FQR DP ABOVE +70.0 PSF(WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ��• •�� BADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON �` Njia iDuwe Pr <+60.0 DP MAX.)WINDONS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) taB t h°4 L`- 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. - 1 ` F IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. >m a e DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 1/4-1/2-1/4 +/-Pressures s y FRAME SIZE #Jamb #H &S Glass T e"B" '2 G lass Type"C" '2 Glass T e"D" '2 Glass T e"E" •3 Glass T e"F" *3 Glass Type"G" '2 c4 O WIDTH HEIGHT Anchors Anchors + sf sf + sf - sf + sf sf + sf sf + sf sf + sf sf o _z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 o 72 24 3 7 80.0 80.0 80.0 80.0. 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 E v U a 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o e ¢ c o o a O w 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .0 1OS 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 x 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z w o o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 00 Z ¢ z . 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w a r .F MO 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z N a 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e O 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _F 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z ¢ s 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 75.0 F ' 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.00 o a v _ 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W y o 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52'.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 74 -26 3 7 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 co o 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ] L co 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 Q t 74 58 5 7 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 74 63 5 7 -52.0 52.0 65.0 75.0 65.0 75.0 52.0 52:0 65.0 75.0 " 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 10 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ao g' 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 _ 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ N 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 z 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 °= i 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 a a z 111 38.375 4 .11 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 1 52.0 '65.0 75.0 = 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 111 58 5 11 52.0 52.0 0 75.0 • • 65.0 75.0 1 52.0 1 52.0 65.0 75.0 111 63 5 11 52.0 52.00 690• 75. 0 75.0 52.0 52.0 65.0 75.0 '- IROD ' • Is complying with the Florida Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. p -tom Z bid % STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND.,BELOWa ci 'c r (WINDOWS WITH GLASS TYPES "A, B, C. & D") SILL RISER OPTIONAL• / •• Mian 20 z3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • •• '//' / �'� 1 APPLI--D WITH. SILICONE(WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • • • /�W l� :�• I FOR DP ABOVE +70.0 PSFADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • � W • • (+80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) ,� • • • i _" ;o• 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE 3OFT. • • _ �\� �� ��Pder1!!� +� . IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. - XOX - lin-Eq gal .it a D or • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . DESIGN Lpl1 p C A TPS •K0X WNVDOWS with Equal Lite(1/3-1/3-1/3) • • •+/•Pit?ssunes(pts . y � FRAME SIZE #Jamb #H 8t S Glass Type"B" (*2) Glass T pe"CO.(*2 lass a"B"{*2) Glass yie"E" (*3) Glass Type"F"(*3) Glass Type"G" (*2) o o r WIDTH HEIGHT Anchors Anchors +psf -p5f +psf -psf +psf -psf psf -psf +psf -psf +psf -psf M m y + 3 a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 72 24 3 9 80.0 80.0 80.0 80.0• •65.0 • 76.0 . e 65,0 75.0 52.0 52.0 65.0 75.0 0 F ° o a mom 84 24 3 9 80.0 80.0 80.0 80.0• 6G.0• • 5tA • • 6rj 75.0 52.0 52.0 65.0 75.0 o e 60 36 3 7 70.0 75.0 70.0 75.0 4.0• •75.0 • • 5.0 75.0 52.0 52.0 65.0 75.0 z J Z o x 72 36 3 9 70.0 75.0 70.0 75.0 .0. .0 6 .5 75.0 52.0 52.0 65.0 75.0 - ? a 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a ; 0 s 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0• 52.0 52.0 65.0 75.0 j t5 0 0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CD a a 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e x � 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 1 60 5 1 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z F __55.0 75;0 65.0 75.0 52.0 52:0' 65.0 75:0 a 0 a a 53.125 - 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 _ 6 80.0 80.0 80.0 80.0_ 65.0 75.0 65.0 75.0 :` 52.0 52.0 65.0 75.0 'W w i q 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o rr o E 53.125 58 5 6 - - 52.0 52:0. 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 F Q z` 2 E 53.125 63 5 6 . - - 52.0 52:0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0ITCO 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0. 75.0 74 50.625 A 9 - 52.0 52.0 65.0 . 75.0 65.0 75:0 52.0 52.0 65.0 75.0 � g 74 58 5 9 - 52.0 52:0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 63 5 9 ' - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - # 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0.. 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0. 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 _ 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 63 5 9 - - r 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r s 84 26 3 9 70.0 75.0 70.0 75.0 65.0, 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o a m g 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e ) 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 PrODUCT REVISED 'ir= ---. uacm Plying with llK Florida (#�. Iduig Code Notes -o-21212. ¢ �Z 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ccePtanro Na / • �•': r-- 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW : 4m Dota yah (WINDOWS WITH GLASS TYPES "A. B. C. & D'•) 20 SILL RISER - GPTIDNAL z� .• �, 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP `��' ��• '��" Zi Dat P,(A t t APPLIED WITH SILICONE g _� (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. FOR DP ABOVE +70.0 PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 1\ (-80.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LATE SHALL BE TEMPERED. XOX -EQua1 Uke ••,��••c e IT • 1I ' N 12 X 3/4' S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 _, ALUMINUM MULLION FLAT HEAD,PHILLIPS. SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET/2 ITEM A PART / REQD. DESCRIPTION REMARKS o A 34 MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AND Z -- - -SILICONE UPTIOMS•, DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) I L-7703 I FRAME HEAD - 6063-T6'ALUMINUM p =- - DOV CORNING 899 (AIUM.0.078-MIN.THICK) ---- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM IO e y SCHNEE-MO1E'HEAO 1731 i. rREKGO SPECTRUM 2 _ 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 0.600' NOTE: THE LOWER PRESSURES OF r V < GLAZING DEPTH THE WINDOW OR MULL SHALL GOVERN ri ;INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM VI pa S U 3d.: z LAMINATED CLASS.COMPOSITION -TYPE B 5 L-7705 I VENT MEETING RAIL 6063-i6 ALUMINUM 1'TEM GLASS OEBCRIPRON - DETAIL LAMINATE D68CRIPTION _-- '�O Z C 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 4 M a Cal 5 1 1/0'ANNEALED GLASS --- 2 0.090'PLASTIC INTERLAYER SAFLE%vvB by - 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM 3 y G, y E•stnPn CnenicRl co ��J Z w 0 O O 3 1/8•ANNEALED 0.AS5 8 L-7706 1 VENT JAMB LATCH RAIL 6063-TG ALUMINUM Z [i 9 L-8702 l FRAME SILL TRACK 6063-T5 ALUMINUM MO = 2 -4 LAMINATED GLASS COMPOSITION - TYPED _ _ -_ w a a G. m �) �( 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM �= • ITEM CI4M DwcAIPTION DETAIL LAMINATE DESCRIPTION -v- - �) rr Al O _ �� -------------- ll L-7708 AS REO'D. GLAZING BEAD ( 3/8' > 6063-T5 ALUMINUM j CS 1 1/8'HEAT-STRENGHTEHEO GLASS p 0.090'PLASTIC INIERLAYCR /.r�. _ - BUTA[ITE PVB K„raroy Anerka.Inc. 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS k8 X 3/4' P.H. PHILLIPS 3 1/8'HEAI-SIRENGHTENED GLASS P /I( - j 0 Ex TER10R GRADE WINDOW FRAME 13 FS-040 AS REDD. INSTALLATION SCREWS tt14 SMS F.H./PHIL. ' Q LAMINATED GLASS COMPOSITION - TYPE E PERIMETER CAULKING EXTERIOR 14 L-7531 AS REO'0. VINYL BULB 1/4' DIA. BULB 83033 w z TIEN GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 15 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' N x .230' In U ` .aJ O i� E2 FRAME �IUILING DETAIL. - ®z 1 1/8'HEAP-STRENGHTENED GLASS 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187'.. x .350' h 2 OA9P PLASTIC INTERLAYER _ - ___ SAFLE%PVB by ly j .tl POA - EPstnon CnenkPl co '17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' . . .310' In p. ] 1/8•HEAT-STREM47ERLD GLASS I I 4u d 18 L77711 ASREG'0. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM LAMINATED CLASS COMPOSITION - TYPE F SEE MULL1uN APPROVALS FOR 19 PWS-00i AS REO'D. PILE 8 GLAZING BEAD .1BT w x .150' h F MULLION TYP(. 517E AND MAX. REN GLASS DESCRIPTIOtt DETAIL LAMINATE DESCRIPTION UESION PRESSURE LIMITATIONS. '20 L-8706 AS REG'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL �- 1. VB•PNNEALED CLASS NOTE: THE LOWER PRESSURES OF BUia"Y PVR by ,THE WINDOW OR MULL SHALL GOVERN' 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-?5 ALUMINUM 2 0.0, PLASTIC INTERLAYER Kvraroy AnrrlCa,Ina. 7 1/8•ANNEALED GLASS 1 JJ *ME ' MAX. B 72 S.D.S. x T L/a'L. 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON (SEE ELEVATION AT SHEET/2 23 L-7$23 t x LATCH LATCH SPRING STAINLESS STEEL 19 1GO 8 r - FOR MAX.FASTENER SPACING) N ] R L e• 24 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM LE 25 FS-041 2 SILL RAIL ASSEMBLY SCREW DB X 2 1/4' P.H./PHIL. 77Q 3a _ 26.1 HC-044-1 2 WEEP FLAP 6 RAFFLE 1_4 � -- ----- •satmNE cvnorvs-:.. 26.2 HC- I X WEEP OPEN CELL FOAM PAD 1/2-X 112' X 2-L. GO CORNING 899 -. 27 HC-040-1 2 SASH ROLLER L HOUSING - n S[HNEE-MOREHEAD 577: 33 0.600' 1 TRENCO SPECTRUM 2 28 HC-026-1 I SCREEN FRAME L'MESH • _ o a o GLAZING DEPTH _ 29 1 ATTACHMENT SCREW It CLIP 98 X 5/B' S.O.S. N o INSULATED LAMINATED GLASS COMPOSITION TYPE. A �o ITEM GLASS DESCRIPTION DETAIL LAMINATE DEECRIPTION 12 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLONl1/8'ANNEALED GLASS _ ____ 31 HC-059-1 2 VENT SWEEP LATCH CIE CAST METAL i vAOTE0.090•PLASTIC INTERLAYER .• PERIMETER32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM _ _ �-F SARE%PVB by SEALANT I.ALL STEEL IN CONTACT WITH Y 3 1/8•ANNEALED CLASS =- 11 cmtnan Cnrnkal ca EXTERIOR ALUM.TO BE PAINTED O I PLATED. 33 2 LAMINATED GLASS See Details P L.H.of sheet 9 W C e 4 1/4'INSULATED AIR SPACC ---- '1 • - C N N T 2.METAL STRUCTURES: 34 • AS RED'D. GLAZING SILICONE See Details 2 L.H.aF sheet 9 5 1/8'ANNEALED GLASS(•J 1 �-4�N A)STEEL Fy= J6 KSI MIN. n -9' (STEEL 18 GA MIN. THICK -0.048") 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN ALUMINUM ANT u INSULATED LAMINATED GLASS COMPOSITION TYPE C 8)ALUMINUM : 6061-T5 MIN. 36 SM-5504 AS REO'D. JOINT SEAL GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION ' ITEM (ALUM.0.078"MIN,THICK) 37 AS REO'D. PERIMETER ACRYLIC CAULK OSI PGLYSEAMSEAL 1 1/0'ANNEALED GLASS -1 O n METAL STRUCTURE ATTAC 2 0.090'PLASTIC INTERLAYER ___©_ .• E1 HMENT DETAIL I �€ IBUTACI TE PVB by m u 3 1/8' NVr GLASS _ -- Knray Amrknc. 4' n.I 4 t 4 1/ NSULATESIAATEO AIR S NI S I/e' NEKED GLASS<•> � •• ••• • • • • • •• i - • • • • • • • • • a=` • • •• • • • • • •N•`� ::'J••''i INSL`LATED LAMINATED GLASS COMPOSITION TYPE C - • •• • • • • ••• • h`.r>RETAIL 00 • • • • • • • • • REM GIISS DESCRIPTION ILAMINATE DESCRIPTION • !? •� ) 11 •• ••• •• • • • •.• 1 Ire•rEAI-STREIIGHTENEO GLASS' .rT -__-_=1 .. PRODUCT R8VISED cTN.r)• ''j 2 "aO"90- PSiIC INTERLAYER _Q A dIthe " 'BUTACIIE PVI b ns aDllTl>tYInE V Al3 r-STRENGHTENED GLASSr DiIAinB Ccx)c ,. 1 t wN4- 4 LATED AIR SPACE _5 EALED Dete GLASS(•) 40 �_ • • • • • • • • • • _ . '�/ ,� t•) WINDOVS V[TP GLASS TYPES'A,C,OR G'INSTALLED ABOVE 30`T. • • • • • • • • • By 1N THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TE.WEREO. • • • • • • • • • • Maj 4D Pi<dMci • • •• •. • • •• • • a ddd/Bttlll 1 • • • ••• • •. yLa GLAZING DETAILS AND OPTIONS C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . .. .. . . . .. .. ... . . . . ... . . • • • • R••• • O r FRAME HEAD FRAME FIXED JAMB SILL TRACK• •• • • • FR MF.MM•• • • L-7703 I•zsa—1 L-7701 L-8702 • • • • • • • • • • • • • • • • `� O O O O ••• i`•�• • • • • • • • ^� FRAME TOP CORNER 0: 0 • • ••• • \ ,oo Z m ao Aha .750 ••• •• • • • •• O Q rn O SILL RETAUNNG CLIP • • '• • z• • • • z r W d62 L-8705 •• ••• • • • • •• - _ _ c7 c 2b31 O FRAME HEAD O Z VENT TOP RAR 1 �L439-� FRAMF JAMB • '� In p C7 0 FRAME SILL i FRAME VENT JAMB L-8701 L-8703 L4" .062 a Z a01 2.000 U FRAME BOTTOM CORNER MTINF- • VENT 70P CORNER FRAME EE RAL e 7 VENT SPRING LATCH '� FRAME SILL.jo ®~ c F L371 L_7539 w nsz —nu ai fn o � o 21 W z 2b{3 VENT JAMB RAIL �MN - w O CD •. 1233co I� C VENT.I.OCK RAR. N C 41 Z I i. FIXED MEETING-RAIL m VENT INTERLOCK RAIL L-7704 VENT TOP/BOTTOM RAIL a\�N L-7705 L-7707 j 0 11 I • FRAME SIm .0(2 O VENT BOTTOM RAR 1 - L175-1VENT BOTTOM CORNER L062, -07a I c 'e' m I N 11'!04T 1 z v A62 FRAME & SASH CORNER ASSEMBLY DETAILS VENT i a LF7700 MB RAIL SILL ANCHOR CLIP SILL RISER L-8830 GLAZING BEAD ADAPTER O8L-7711' L-8706 GLAZING BEAD w' >>'R• ;,;-�, 32 L-7708 dt11rA9a 11 PRODUCTREVISED w�jS"" %•� _ ,.,iA:,- 1 as c.Mplyiag wide the Fkwida L000 ; Code . z l9uildenp use �� oso Accrptaa«Na I• •02'�2.�¢ ci - ^ aaT eso .� 1290 Qxpiadon Date �/L +��� •- "'��'�'^:i L79s� I 07 ' J_ Miame a Pe t Carrt a�i'� p<e t,*� .773—{ .773 �I—•DSO ..\ .. ' it O T. E /ws F a I ' I t i t { f f MIAMt'UADE MIAMI—DADE COUNTY,FLORIDA ' — PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE R) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1 Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER Product Control Section to,be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material t fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable buildirtgegde. This product is approved as describedherein, and has been designed to comply 1ith.*V FloriC"Bbilding * Code, including the High Velocity Hurricane Zone. •• • • . . . . 00000 6600% DESCRIPTION: Series"4200/W0 Flange-Frame"Aluminum Fixed Window..—)�,v. .I. 0 0 6...: APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-4240.6200 FlIgngi�--l;rame• ' Impact Fixed Window", sheets 01 through 05 of.05, dated 02/21/12 with r•evisidtr 4'9' dated-051r2/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing tht•:MJmi—E6tre'County Product Control Section Revision stamp with the Notice of Acceptance number anti'EMiration date6by the Miami—Dade County Product Control Section. 0 MISSILE IMPACT RATING:.Large and Small Missile Impact Resistant :0 0 0 0 0 0•• LABELING: Each unit shall bear a permanent label with the manufacturer's narh86or'iogo,0cily:state, • series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 1 of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. f INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.18 and consists of this page 1 and evidence pages E—1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. i NOA No. 17-0531.05 M�AM�•DADE coUNTY 0-7 j z t l Expiration Date: August 22,2022 E Approval Date: August 17,2017 Page I 1 i { IItI F Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12--4010 and HETI-11-3363, both dated 03/05/12, signed and •••• sealed by Rafael Droz-Seda,P. E. 0:000* •,..•• • {Submitted under NOA No. 12-0307.06) • 9 .2. : `left reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 . 0000. - .••••• 66:900 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0000.. ••Mang with marked-up drawings and installation diagram of a rectangular-, a circular 000 ••• :9-**-, 0arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane .„Xigineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, •••••• 0•••.• go JUTI-09=2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, 00 0 .dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, :000• 0:000: all signed and sealed by Candido F. Font,P. E. ••••; 0 0 0• •0(SKbnlitted raider NOA No. 12-0307.06) 's•..• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font,P.E. (Subn'dtted under NOA No: 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda,P. E. (Submitted under NOA No. 03-0327.11)' r Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0531,05 Expiration Date: August 22,2022 Approval Date: August 17,2017 E-1 Lawson Industries, Inc. 1 NOTICE OF ACCEPTANCE: :EVIDENCE SUBMITTED r B. TESTS (CONTINUED) r 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 ' 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin-frame fixed window; prepared by Hurricane ' Engineering & Testing, Inc., Test Reports+No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-177413, dated 01/30/03, all signed 3 and sealed by Rafael Droz—Seda,P. E. (Submitted under NOA No. 03-0327.11) 6. 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 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, bothsi••ed and i sealed by Hector Medina P. E. • .. • (Submitted under NOA No. 02-0701.01) :"••• • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20444 • 2) Cyclic Wind Pressure Loading per FBC,T4S•263-94 . : • along with marked—up drawings and installation diagram of a r�5i'angular—&a• ;ircular••;••- arch— and an elliptical arch fin—frame fixed window, prj'p""ed by.>jJjviicane...... Engineering & Testing, Inc., Test Reports No.'s HETI-02-.1,158} dated 04/08/02,- HETI-01-1103, 4/08/02;HETI—01-1103, dated 02/12/02 and HETI-01-1098, dated OMT/62, all:F�ZMO and•-` sealed by Hector Medina,P. E. .•. + ' • (Submitted under NOA No. 02-0701.01) • C. CALCULATIONS ` 1. Anchor verification' calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Sicbmitted under NOA No. 12-0307 06) 2. Glazing complies with ASTM E1300-64/09 t D. QUALITY ASSURANCE r 1. Miami—Dade Department of Regulatory and Economic Resources(RER). i '.----� Jo M.Plasencia,P.E. Product ontrol Unit Supervisor NOA No.17-0531.05 Expiration Date: August 22,2022 Approval Date: August 17,2017 E-2 i s G S 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117,01 issued to Kuraray America.,Inc. for their "Trosifol®Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray America.,Inc. for their "SentryGlas© (Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement.letter of conformance to and complying with FBC 511 Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos,P. E. 2. Statement letter of no financial interest, issued by manufadturer, dated 03/02/12, signed and sealed by Thomas J. Sotos,P. E. ••••• •••• • Submitted under NOA No. 12-0307.06) •' .:...:3. L�oratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, • "RETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, ;,ated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, ••••• •'..' $I`I'I-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09,HETI-09-2585, •••'' ••• ••dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09; • *alt Issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Wilt,P. E. • ""': •• (StIbmitted under NOA No. 12-0307.06) ...... • •• 4. : %%oratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, ' •• HETI-11-3363; dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03--1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 14-0908.18, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and expiring on 08/22/17. r - 3brge M.Plasencia,P.E. Pr ocluct Control Unit Supervisor NOA No. 17-0531,05 Expiration Date: August 22,2022 Approval Date: August 17,2017 E-3 74,000' PRODUCT REVISED SERIES-4200 / 6200 FIXED IMPACT WINDOW _ FLANGE FRAME WINDDW WIDTH os complying with th•Florida 70,812' Building Codo c D.L. DPG. 2•MA• NOa-No. 17-0531.05 0 0 APPROVED WINDOW ELEVATIONS L.M.IMPACT ^ TYP. Expiration Date.08/22/2022 m m z —__ _ - e BMA%.TYP, --> AT CRRNFRS _ Todutt ontroi N Q rn V A P, WINDOW HEIGHT � WINDOW HEIGHT � I-- _____ OJ WINDOW HEIGHT (- l7 �% 12' AX. W 2 Z. i, /�II TYP. 3 LAS F a m LEG HT. c O Z w o O U x WINDOW W �VIDTII �� I't30,J /' " `O 3D'Q I� oo s a FG .'L�' ZO I Vmmv WIDTH WINDOW WIDTH QUARTER-ROUND ELEVATION' Z C HALF-ROUND TYPICAL ELEVATION ARCHED RCTURE WINDOW 3 _--__ _: Z'. �4n N it itm it it R I . 0 ! w U P EXT,6 INT.FALSE COLONIAL ei z 1 E WINDW NEIGH WINDOW WIGHT TYPICAL ELEVATION MLWTINS ARE APPLIED W/WINDOW 'a p j I 'I. TESTED UNIT W/SILICONE AND ARE H p ,-7 E., q L q_ NOTE:' AVAILABLE AS OPTIONAL. O F > LLJLA-L V �� MAXIMUM GLASS AREA TESTED APPLIES TO Cn c o w �I°Ix _ vmnW vt°n vINnDW WIDrx GLASS TYPES: E, F. J, K AND L. - SEE w a C\I HEXAGON TYPICAL ELNATbN �� DESIGN LOAD.CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT H W m NlCTANGUTAR TYPICAL ELEVATION c_OGA E PK:RRE WINDOW-ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADS COUNTY APPROVED a of 0 : SHUTTERS NOT REQUIRED o x ! CV 0. I ax General Notes: _w vlHtbv IctcHr vtn°°v.HEICHr 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS " l WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE 5th Edituion INCLUDING*HIGH VELOCITY HURRICANE rq 9� LEc Hr. ZONE VELOCITY (IIVHZ) AND ASTM_1300-09. THIS PRODUCT IS IMPACT RESISTANT. - � v�mtm_v � L (SHUTTERS NOT REQUIRED) - I-"70i I 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING g ! N vtn°Ov WIDTn VD1DW wDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS C.' o Fill ROUND NPILAL ELEVATION l� OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. .` ' RECTANWUR TYPICAL ELEVATION SQUARE PICTURE WWOOW ELEVATION 3.) ANCHORS SHOWN ABOVE. ARE AS PER TEST UNITS. ANCHORS ON ALI,WINDOW SUBS o u ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) h o 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 5 m o r -- - ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND ' 8 - TO BE REVIEWED BY BUILDING OFFICIAL " > o ry 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES,AND WINDOW HEIGHT WZ WINDOW I FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED CLASS TYPES TABULATED HEREIN; o HEjIt�+T— LEG HT. I (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). —} eI_ 8.) WINDOWS W11Ti GLASS TYPES "A, C. F, OR G"INSTALLED ABOVE 30it, IN THE HVEiZ, THE vINaDW vtHOW vmrH IN— I.G. EXTERIOR LITE SHALL BE TEMPERED To COMPLY WITH THE SMALL MISSILE IMPACT i WIDTH RESISTANCE REQUIREMENTS (FBG-2014, Section 2411.3.3.7). EGGED EYE BIN°01✓ROW ELEVATION WWIDTH wAL TYPICAL ELEVAnGN I V.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUND ELEVATION 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AND ARE APPLIED W/ SILICONE %y'.{ sT"'yY„'t,�,, • •0.0 WWOD•BUCIS IN CO AC I&H CONCRETE MUST BE PRE33URE TREATED AND ANCHORED a°rog^; • ,,-T�'r/�,vx'y. • •(B! IIE:S)�P*R WO 2VINDOW INSTAUATTON. (SEE SHEET ¢'2 FOR DETAIL & NOTES) • • • oil: uy': I ALLOWABLE LOADS FOR ALTERNATE 1•.}AI�RWAL•APfLIIl3 SINE��FF UNITS OR SIDE BY SIDE MULLED UNITS. H• Gi� C,�„o�q SHAPES AS SHOWN,CAN BE VERIFIED • ! J T :•GD WINDOW HEwHT L BY INSCRIBING PICTURE WINDOW SHAPE• j :MQI,�[$G �U MOWS•V�TH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED PRODUCTS r VMDOV WITHIN A SQIIARE'OR RECTANGLE,AS USING A MIAMI-DADS COUNTY'APPROVED MULLION IN BETWEEN ARE ACCEPTABLE DUT THE HEIGH LO SHOW IN DOTTED LINES AND OBTAINING LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ALLOWABLE LOADS FROM THOSE ENTIRE MULLED SYSTEM. o G^ WtwOW DW WIDTH SHAPES.PROVIDED PERIMETER 1 ° ` Wm7H^ _ - - •�2•) SEE SHEET dlTJrLI5 FOR� ON/,dETAL ATTACHMENT DETAILS & OPTIONS. c 'O;•,,fig_ ... '” WINFASTENERS ARE AS DESCRIBED-HEREIN- FOR SIZE AND SPACING. • • • • • • • • • • W , AG s1�ei OCTAGON TWILL EIEVATION "ELLIPTICAL'TYPICA ELEVAT10 • • • • • • • • : ,AAtyD7 vt6fit31tt�f WWI • i I h • •• •• • • • •• •• ••• 0 0 0 000 0 0 ... .• . . ... .. .• . . • .. . . . • • . . ALL WOOD BUCKS IN CONTACT WITH CON TE 114 S. S.,W/1 1/4' #14 S.M.S..W/1 1/4' (NOT BY LAWSON IND.)TO BE SRE=SURE ATE •.MIN.(SEEEMBEyMENT[P1jD.W00D. •I;�;`.. .PT.WOOD RUCKS rT MIN.EMBEDMENT INTO WOOD,. 6 TO BE REVIEWED BY BLDG.OFFICIAL P.)e e e FD6 MA%ELE�ASS�TI R PACINGII G) rn (SEE ELEVATION AT SHEET 11 (SEE GENERAL NOTES AT SHEET Ay) .. FOR MAX.FASTENER SPACING) 1/4•NAK INTERIOR e e • . SILICONE ADHESIVE o o o ' SH01 SPACE • • z Z INTERIOR FINISH __-.- TA • ••• NOT BY LAWSON INR6TRIES, [NG 1 ' LAMINATED GLASS 1/4'TAP[ON W/t 1/4' M a' MIN • . • • • 10 •BEDDING COMPOUND 4 GE DIS j • ••• H (-._ •r '•,y INTERIOR MIN.EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET MI (d< 2H o ----•---- EXT. GRADE FOR MAX,FASTENER SPACING) o r V W N CAULK •.• • • •e -o. 2 F-1 q Bx P • •• • a z • u y EXT.GRADE BACK BEDDING ® • •Z Z IM':IN, • NTN. O J= p E. UO��" Q r0 BE APPLIED BEHIND •• •..11' r BE EN[KONE WI w S A .N.r WINDOW FRAME FUME BY N - - - ---- 1 1/D' MIN. NO TURF BAR INSTALLER<TYPJ i - _- - `. EDGE DISTANCE MOISTURE BAARIE I ' a - N ^ :. BY OTHERS RYP _`'' .--. cn 11/4'MIN. a o EXf.GRADE O EXTERIOR EXTERIOR CAUUC EXTERIOR GRADE ',:5�.1?�R+y`,i Q W 0 1 ;I+.•t:r:,iq„'•4!'e'.,��',YZ PERIMETER CAULKING U F 3 K74:, C.::. .:'.:•!'x•,.. EXT..GRADE PERIMETER z CAULKING HOT BY -WINDOW FRAME WIDTH ® V ••{�, { 'LAWSON INDUSTRIES', F. TO BE APPLD:D BY OTHERS _ 9 O (TYP.) C1 7AMB r ntN MIN S.MB ME t INTO MIN. MBEDMPCON W/ 1 O C (I} w NUN.EMBEDMENT THIO W00D MIN. EMBEDMENT INTO CONC. 01 STUCCO OVER NEPAL LATH NAILED TO E D1STAN W N EXTERIOR GRADE PLYVOOD SHEATHING (SEE ELEVATION AT SHEET 1I (SEE ELEVATION AT SHEET kl r Y5 2 TO BE SPECIFIED BY ARCHITECT DR CC FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P WOOD BUCK NOT BY LAWSON IND. N I (EXTERIOR FINISH BY OTHERS> - W NOT 1Y LAWSON INDUSTRIES,IMC EXT. GRADE I VR'MIN MUST SUSTAIN IMPOSED LOADS ICAULK D R N f WOOD FRAME INSTALLATION DETAIL Tcow , '•,: .� ¢ ?;F' ?'-.e'.4•.:' •. 1MIN. d• > -U) 6 1 ,.�•• d., ,'a .a AEMBEDMENT y I. PRODUCT REVISED as complying with the Florldn suilding Code 17-0531.05 NDA-No. - i H MMpiration Det 08/22/202LIU 2 2 ? O m By EXTERIOR GRADE Mla i� ProdUC ontro PERIMETER CAULKING r w a a 4 $5 a B WINDOW INSTAL•L•ATION NOT>S' SILICONE ADHESIVE od L THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. i tl BEDDING COMPOUND i- o - GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 8 BY WINDOW INSTALLER (TYP.) B .I 10 EXTERIORINTERIOR 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE s I I 22 rc$ CAULK BY OTHERS (TYP.) 1/4' MAX, 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN, SHIM 1hit 4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN. @ TYP i TO LAMINATED GLASS it �1 •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/5•, SHIMS ARE NOT REQUIRED. 1 I/4 NT 40�°✓ ,..••• �;�p¢ EMDEDMENT EXTERIOR GRADE O: '•,� < PERIMETER CAULKDJG j ANCHORS NOTE: EXT. GRADE ) n o of CAULK ' e ............ _ ANCHORS TO BE 914 SMS OR WD, SCREWS INTO WOOD, OR "' ' ' * �•L '�- 1/4ITW BUILDEX TAPCONS Or APPROVED CONC, FASTENERS I BY ON 2 BY' INTO CONCRETE <2KSI MIND, WITH A MINIMUM OF 1 t/4' WOOD BUCK _ •• :a4. .PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX. -'~ � <' 1 BED MIN, • i ttti::' ,e:' ♦ A EMBEDMENT ! A• ■ TAPCON YIELD STRENGTH, Fy=100Ks1 a, dBI)j,-sa I ULTIMATE STRENGTH. FW=125Ks1 - A t , LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 16 LAMINATED GLASS COMPOSITION - TYPE'A SILICONE ITEM DESCRIPTION DETAIL SCHNEE-MOREHEAD SM 5731 al ITEM GLASS DESCRIPTION _ DETAII. DOW CORNING 899 1' 1/8'ANN.GLASS VO' ___ __ 1� 1 1/8' ANNEALED GLASS / -____= TREMCO SPECTRUM 2 o O O m A 2 OD90'SAFLEX PVH by-Eastman Chemical Co. ® a/t• u, 2 0.090'TROSIF13L PVB by Kurnrny America,Inc, u -_- 1O y z z 3 1/8'ANNEALED GLASS ' 3 1/8'ANNEALED GLASS _.7-_. y I 4 1/4' INSULATEDAIR SPACE '^-' _ AMINATEoa o q o OLITHD 5 1/0'ANNEALED OR TEMPERED GLASS 5 16 LAMINATED GLASS COMPOSITION TYPE D MONIC a 0 z LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM CLASS DESCRIPTION DETAILi 3 n � fa if 1 1/8'HEAT-STRENGHTENED GLASS I� @ F A ITEM DESCRIPTION DETAIL S"-- __= GLAZING STOP z w o 0 _ 2 0.090'TROSIFOL PVB by Kuraray America, Inc 'a—}"-` --_-----_ ^-�z O d 1 1/8'ANNEALED GLASS an6• __= ® CIRCULAR WOWS. 2 0,090'SAFLEX PVB by E-tmon Chemlcol Co, I ® � 3 1/8' HEAT-STRENGHTENED GLASS 1 pato' S a g S 3 1/8'ANNEALED GLASS ^ =_= =='= e0. 13/32" LAMINATED GLASS COMPOSITION - TYP E LAMINATED' 3 IAMINATEO 4 5 �W t°a pg 4 I/4'INSULATED AIR SPACE yr :.- _.-._� MONOLITHIC -f DETAIL MONOLYTHIC C a 5(x) 3/16'ANNEALED OR TEMPERED GLASS ! ITEM CLv43 DEBCR➢PTTON p 1 3/16' HEAT-STRENGHTENED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F 23/t6 --- " "-"---_-- -- " -'-" 0,090'SAFLEX PVH pp Enstmnn Chemical Co. �-- - ----------- ------�---- ITEM DESCRIPTION DETAIL 3 1/8'HEAT-STRENGHTENED GLASS 11 p,bb.. yU V m 1 1/8'HEAT-STRENGHTENED GLASS ---r 0.600• 0.6p0• N i 7 16 LAMINATED GLASS COMPOSITION - TYPE H ® tr W F 2 0.090'TROSIFOL PVH by.Kuraray America,Inc. ,vt' GLAZING DEPTH GLAZING DEPTH 3 _ 1/8'HEAT-STRENGHTENED GLASS ^' __--- -_-_ .�s ITEM . GLASS DESCRIPTION DETAIL p O Q �f O 4 1/4' INSULATED AIR SPACE P '= '_-=-= 1 -3/16'ANNEALED GLASS 0 ans• - a I W wtwo i. x 5(x)1/8'ANNEALED OR TEMPERED GLASS 2 0.090'SAFLEX PVB by Eastman Chemkal Co. /16 -- _ I LAMINATED 4 I _ 1 `-' MONOLITHIC O 3 3/16'ANNEALED GLASS F' O LAMINATED INSULATED GLASS COMPOSITION TYPE G 'SILICONE OPTIONS', V N j ___ _ DOW cnRNING 899 t<:, `11"TEM. DescRIPTTON COMPOSITION - TYPE I _ ___•__ SCHNEE-MOREHEAD 5731Z1/8'HEAT-STRENGtITENCO GLASS anc• _= _ TREMCO SPECTRUM 2 0490' TROSIFOL PVH by,Kuraray Amerka,Inc. ® .v ITEM GIABS DESCRIPTION' DHTAiG_31/8' HEAT-STRENGFITENEO GLASS yr ==___- I 3/16' ANNEALED GLASS A 3/16• -pAbp 0'600'--- H W a 4 1/4'INSULATED AIR SPACE i^c .ate' 2 0.090' TRUSIFOL PVD by Kuraray America,Inc. GLAZING DEPTH 5(x)3/16'ANNEALED OR TEMPERED GLASS 3 3/16' ANNEALED GLASS 1 m LAMINATED INSULATED GLASS COMPOSITION TYPE L 7 16" LAMINATED GLASS COMPOSITION - TYPE J LAMINATE MONOLITHIC DIA5 i o ko rcN r ITEM DESCRIPTION DETAIL' ITEM clAss DESCRIPTION DETAIL TYPICAL GLAZING DETAIL 1 3/16'HEAT-STRENGHTENED GLASS sns•'___-____-_ !❑L, I ____=a_rr 1 3/l6'HEAT-STRENGHTENED GLASS 3/l6' 2 0.090' TROSIFDL PVD by Kurnrny America Inc .Q .1q' 2 .OAap' aw 0.090' SENTRYGLASS by.Kurnrny America,Inc. 1_/Is• 3 3/16'FEAT-STRENGHTENED GLASS >,i E= ____� - 4 1/4' INSULATED AIR SPACE _-_____° 3 3/16'HEAT-STRENGHTENED GLASS s R 5 3/16'TEMPERED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K o I i a m i Notes: ITEM GLASS DESCRIPTION DETAIL u E a z 1.) SEE SHEET 4 FOR DESIGN-LOADS LOAD'CAPACITY TABLES. 1 3/16'HEAT-STRENGHTENED GLASS FLUE X WD'IDOWS BTIH GLASS TYPES "B, C,F, OR C" INSTALLED 2 0.090' TROSIFUL PVB by Kuraray America,Inc. ABOVE 30 FT. IN THF HVHZ, THE I.G. EXTERIOR LITE SHALL. BE TEMPERED TO COMPLY WITH THE SMAMISSILE IMPACT 3 3/16:.HEAT-STRENGHTENED GLASS RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 12 5 12 •• ••• • • • • •• �+L1Jr••• • ' • • • • •`• • • • < f}f` 'SILICONE OPTIONS' _`--_---_ •• -'•• .0: • • ••• •• PRODUCT REVISED c�N t7 ---- ------ - DOW CORNING 899 • • • • • • • • • aseom 1�injwlththeFlorida a' a W - --------- •• ••• •• • • • •• Bulid No Code __ __ SCHNEE-MOREHEAD 5731 __ NOA-No. 17-0531.05 'C �'c E .� -_::_=' - --- TREMCO SPECTRUM 2 _ --_-__ expiration Date 08/22/2022 1 LAMINATED _ LAMINATED _ I - INSUU+TED INSULATED r ••• • liy �' f 0:600' 0.600' • ••• • • GLAZING DEPTH GLAZING DEPTH • • • • • • • : : Mla i-j roduct COntfol a r/vlt0,sg„i 71�s�'ta I I LAMINATED/INSU�TEDGLASS TYPICAL GLAZING •DETAIL ••• • • •• 0 • • • ... . . . ... . . . . . . . . . . . . 42006200 FIXED IMPACT WINDOW MODULAR SIZES CHART- DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY_SIZES CHART DESIGN LOAD CAPACITY-PSF WINDOW DIMS. GLASS TYPES IVI14DOW DIRE. 000 • • GLASS TYPES m •. WIDTH LENOTH A B C D E .f i G H I J K j TH L OT B • Up E F G IN I J K L c -.-. .' - _ -'. -_- __- -...-.._. _..._.... _ o O -I-DP q-DP - +/-DP +1-DP a/-DP +/-DP +/-DP N- in. -DP t!-DAF +.OP +/-DP +/-DP +/=DP +/-DP +/.DP +/-DP +l-OP +l-DP Q 24" n 88 a88 68' 68 65 +68 88 68 68 78 65 68• 19.118" • • 68 • 68 68 65 68 68 68 68 78 65 68 ,�Oo� q 30" 68 fib 88 66 65 68 68 68 68 78 85 112' • ea 68-06458 88 ,65 68 68 68 68 78 65 68 n y 36" 68 68 68 68 65 68` 68 68 68 76 65 68 37 26' 68 68 68 68 65 6R 68 68 68 78 65 fib 42' 36 68 68_ 68 68 65 68 68 68 78 65 So 46' 68 68 68 68 66 fib 68 Be 66 78 65 Be 68 Be 68 68 65 68 68 68 Be 78 65 Be {-n o,e G o "53.118" 68 68 68 68 65 Be 68 68 68 78 65 68 m 54" 68 68 68 68 65 68 68 68 68 78 85 - - u> 68 68 68 65 68 68 68 68, 76 65 1!'I�• •• 66 68 65 68 68 68 68 78 65 fib �.o a 24' 68 68 68 68 65 68 68 Be 66 78 65 66 26-1 • • 068• ON• 68 68 65 68 68 68 68 78 65 68 3" y 30' 68 68 68 68 65 68 68 88 68 7B 65 3Tl� 8 • 60 6B 65 68 68 68.2 66.2 78 65 68 Z W o p' F' 35" 88 68 _ 60 68 65 68 68 8B 68 78 65 6� 48• • 8 6B 68 68 65 68 68 63.8 63.8 78 65 68 - Z O d o 47 Q. 68 88 68 68 1 85 68 --Be64.7 563 78 65 68 5111,W1/ 6 68 68 65 68 68 63.8 63.8 78 65 68 ,oil w s .Z., cv 48" 66 66 68 68 1 65 68 68 66.0 61 78 65 68a 191/8' 68 68 611 68 65 68 68 68 68 78 65 68 v I 54" x z x 68 BS 86 68 58.6 51 78 65 68 26-1 68 68 68 68 65 68 68 68 68 78 65 68 W o 60" x x z 58 65 68 Be x x to 65 68 W t5 37" •50518' 68 69 88 68 85 68 68 86.2 66.2 78 65 68 m 24" 68 68 68 60 65 E6 G8 68 68 78 65 68 q 1 48" x x x 68 65 68 68 x 51 78 65 I 69 rn o fib 68 88 65 68 68 68 68 78 85 68 531/8' z x z - 6R 65 68 68 x z 78 65 68 N 36" 66 68 66 88 fi5 88 88 68 78 65 .69 W a 19118' NXI, 68 68 68 65 68 68 68 6B 78 65 68 47' 60" x x x 68 85 8B 66 64.7 68.3 78 65 68 48" x z' x 68 65 Be 68 x x 78 65 68 26-IZ 68 68 68 65 68 68 68 68 78 65 68 U F W ' x x _x___x 85 x 78 65 68 3T 58' 68 88 68 65 68 68 x 66.2 78 65 '68 611" x x x x 85 x x x x 78 65 68 48" x z 68 65 68 88 z x 78 65 ___BEL_ z w z 24" 68 88 68 88 65 68 88 68 _68 70 fi5 68 53V8" z x x 65 x. % x x 78 65 68 30' BB 68 68 68 85 68 68 68 68 78 65 68 19-118" 68 Be 68 65 68 88 66 68 78 65 68 rn 38' X x 68 65 68 68 65.5 68 78 65 88 26-1/2" 68 68' 68 G,5 68 68 68 68 78 65 68 47' 72" x x x x 65 68 x x 78 05 6B 37" 63" x x 68 65 68 68 z 66.2 78 65 68 �•() a to c1 46' x x x z 85 x x x x 78 65 fib W 48" x x - x 6.5 68 x x x 78 65 6B H cy rD q 65 x- x % x -74.7 65 68 - -- 80' x x x x 65 - x x x x 72 85 88 631/8" x x' -x 65 x x x x 78 65 68 24" 88 68 68 68 65 68 68 68 88 78 65 Be 68 68 68 68 65 68 68 66 66 78 65 68 o a ' 08 68 08 BB 65 68 68 68 .68 78 65 OR 2.8.1/2" 68 68 68 68 65 68 68 x _68_ 78 -65 _68_ (n2-1 35' x x x 68 65 Be 60 84.9 68 78 85 fib 37" 74" x x x 68 65 88 68 x x 76 65 68 4 4Z' 74" x z z x 65 x x x x 78 115 L 48'- x x_ x _x 65 x x z x 75.6 65 68 W CA 48' x x x x 65 x x x X 5.6 65 68 531/8" x x x x 65 x x x x 72 65 68 Q a $ 54" x x x x 65 x x x x 71.5 65 66 191/8' 68 68 68 68 65 68 68 68 68 I 78 65 68 y 6D' x x x x 65 x x x x 68.7. 65 D8 26-1/7 68 68 68 Be 65 68 68 x 68 78 65 68 7 to 24' 68 68 68 68 65 Be 68 68 68 713 65 68 37' 74-114' x x x '68 65 68 68 z x 78 65 68 30" x x x 68 65 68 68 69 80 76 65 68 48• x x x x 65 x x x - x 75.2 65 88 36' 84" z x x x ' 65 W x x x 78 65 53118' x x x x 65 x x x x 71.6 65 68 !, m 47 x x x 65 _xx x x 78 '65 Be 48' x x x x 65 x I x x x 73.5 85 68 V H ate, 24" 412� . 8 fie 65 68 68 68 68 78 65 68 3D" x- 68 65 68 68 x. x 78 65 68 f w a �- x " 55 x x 78 65 Be e 5 Ti y 47 X x B5 x x x x 768 - 66 68 24' x 58 55 68 Be 68 78 65 68 Notes # i1 30" x x 65 x x -76_4_65 68 s C o o W. x x 65 x x 74.7 85 68 _ 1.).SEE SHEET 3 FOR GLAZING TYPES, DETAITS k SILICONE OPTIONS. •w •' " 24" 68 68 85 68 w 3O' x 65. x 70 65 58 )K 2•) WINDOWS WITH GLASS TYPES "B, C, F, OR G"INSTALLED36" x x 65 x x 74.1 85 68 ABOVE 30 FT. IN THE HVHZ, THE T.G. F:XTF.RIOR LITE SHALL .b E3 z z Jm BE TEMPERED TO COMPLY WITH THIN SMALL MISSILE-IMPACT 5a y i RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7), W z L PRODUCT REVISED I 1u.6 as com 1yCin8y with the Florida Bulldin6 odo ��u l 11 3 NOA-No. 17-0531.05 •U r "f �4 't Expiratlon Data 08/22/2022 I r BY WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Mia Da Product Control ii;ll• VERTICALLY OR HORRONTALLY AS SHOWN ABODE. / � r4G C] BILL OF MATERIALS F HES " FM AE 3Aue [ FRAME mrtnuw{qwy.cnmoc ro h L ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 01"90[°f n9YE0 o O gg? I 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - ,n'z e-,n s,°'A•ri q Z n 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" do 13/32" GLASS) 6063-T6 - N o'mo o WA o s 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" CLASS) 6063-T6 - �� B + 1 5 L-7711 .4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - � � �, _ g 4n 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - .per. U {T \^'� ��1 FRAME SILL or HUD = O `�' Ci d r 78 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS W x• q P o FRAME JAM 8 L-4204 AS REDD, GLAZING BEAD AT CIRCULAR WOWS. 6063-TS' - 9 VWS-004- AS REOD. GLAZING CASKET SOFT PVC - Ul RECT.OR SQUARE MNOOWS J 6 m { 10 s• AS READ. GLAZING SILICONE ' - 7 TYPIC I cnaNER CONSTRUCTION ti "•' Er o 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8' X 1/8" X 2" WCUIILM9 MNCQ 12 812-251-1-357 AS REDD. "TruSeal" Dura Sea] Swiggle Spacer 1/4' BLACK 1/4" AIR SPACEO O e W o • FRAME RADIUS JOINT FRAME END CORNER U ti Z 5 1 w WINDOW FRAME EXTRUSION DETAIIS FRAME CORNER & JOINT DETAILS ® ? 3 --- SEALANT: r w o c L281 2643— V 1 CV , 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED 1 SEALANT AND PERIMETER OF GLAZING BFAD WITH CLEAR W I va �- ^SII .BSD•04D r SILICONE .781 I .062 .391 '• Lff d' o _ TYP 281 —T T;P - PRODUCT REVISED 5 C13 7 1 773 as complying with the Florida Q W q Building Code W P] $ NOA-No. 17.0531.05 j {1.509 2 GLAZING STOP Expiration Date 0812212022 FRAME HEAD/SILL/JAMB (5/16" GLASS) D ,/-"'`�_'._—, : N " 310 Miami-Da -Product control o i ^jI I•� '7777IIIIII--.040��+��yy00O000p0----- SEE MULLION APPROVALS FOR 4 •850 U40 •B -•250 MULLION TYPE,SIZE AND MAX. o u _ DESIGN PRESSURE LIMITATIONS. g 272 050 I ALUMINUM MULLION Typ, —� TYP773 F- (ALUM.0.078'MIN.THICK) SEE MULLION APPROVALS FOR A 12 X 3/4' S.D.S. MULLION TYPE,SIZE AND MAX. e .773 M- DESIGN PRESSURE LIMITATIONS. '" h NOTE:THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS, 3 GLAZING STOP 4 GLAZING STOP 7 1 fi" GLASS THE THE OR MULL SMALL GOVERN --- AT 12'D.C. MAX. INTERIOR NOTE:THE LOWER PRESSURES OF "w (3/8" & 13/32" GLASS) (/ ) 1/4' MAX. THE WINDOW R MULL SHALL GOVERN : w SHIM - � Ee z z .310 Ds6 INTERIOR i s 5�8 .850'050 �5 9 2 050 2 / 12 S.D.S. X i 1/4'L 1 m _ g a TY� I AT 12'6C.MAX. 050 TYP. K p 2� NOTE: IN CONTACT WITH 5 .6B4 6 INSULATED GLAZING STOP •• • • •• 1 ALL BE PAINTED OR PLATED. �1�ej . "" v V%y•` L INSULATED GLAZING STOP 0: °X W 7 16" LAMINATED GLASS i _ ._ _ _ • • 2.METAL STRUCTURES: W/ 5/16' LAMINATED GLASS / / - _---------- - - • • A)STEEL:Fy-36 KSI MIN. N w l y `_• ._ _ _ _ • • (STEEL 18 GA.MIN.THICK-0.048') TYP,'P� -- -• • • • •Lam_ - B)ALUMI .050 NUM:6063-TS MIN, •• •• • • •• - (ALUM..0.078'MIN.THICK) •.M! ,D _ A$%` ' * —08 EXTERIOR WM00w FRAME PERIMETER MNOOW FRAME U SEALANT i( -U - EXTERIOR RADE EXTERIOR E1 ap' I OA90'AIRAC[TE P ey, PERIMETER CAULKING - --r r �•'7_ °"°a'•+' p .466 K�rorey An ka irlc." '- •pI����•��•• • • •:• ••• VGLAZING STOP (CIRCULAR WOW.) 'i"-Y'0• b:UL•LIEIG�ETAI� AA'ir6t�i1 rLttj1�s • bffiTAL STRUCTURE ATTACHMENT DETAIL • • • • • • • •• • • e, • • • • • • • • • • ••• • • • ••• • •