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WS-15-1517BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 _ Master Permit No. IIS IS -151 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / a7 1 bre9 I s bA ,, 11 City: Miami Shores County: AN a i a Zip: . ? 3 / 3 P Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): }e,..r § -e.t o 1< U Phone#: Address: /2-7 1 Ale '7s4-„,- f - City: (74..,44 • c Lire S State: 7' Zip: 3'31 3 r' Tenant/Lessee Name: Email: CANCELLED Phone#: CONTRACTOR: Company Name: j__Cok/67,4- Ge yr S Phone#: q 2-5-1 d 5(7/ City: / State: 1-14:Zip: 3 3 / 3 d� sc Lc.) Address: /0 ? Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ • Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Demolition -? )art d cam"C L,, 1"-- e (AS Repair/Replace Description of Work: [4c.t ..€441.3 jyi! 77 a \Ad4ur -S Specify color of color thru the:' Submittal Fee $ 6.0 -(:):1 Permit Fee '$'920 • O CCF $ i CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ /';� TOTAL FEE NOW DUE $ 2C3 , W (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application 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 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after thetbuilding permit!is'issf' ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chbrged. ' P fk x�<1ado . a Signa NER or AGENT Signature CO RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this , 20 / , by tq (( day of SOIL , 20 I s , by Tor/.e /4'O , who is personally known to Q$CA12. WNEA �Q , who is personally known to me or who has produced as me or who has produced 1� v . 1_t SC as identification and who did take an oath. NOTARY P LIC: /87k"day of -r0, identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: a'ti,, MARCO ROSAS g., ! 1 MY COMMISSION # EE 115873 r�+= EXPIRES: August 19, 2015 • `, Bonded thru Notary Public Underwriters %Rf APPROVED BY (Revised02/24/2014) Sign: Print: Seal ****************** Plans Examiner "IN* Notary Public State of Florida Sindia Alvarez y Q My Commission FF 156750 or *to"' Expires 09/03/2018 **************** Zoning Structural Review Clerk 1I AL L_1 EXISTING 1 STORY RESIDENCE AREA OF WORK r PORCH I 1 N ma* 4.010 TPA. IEHMIR – 1 SHAN •45Mtam Naga 4R FA+T GA /w F ya J J 12TH NE Nola, 4 ..ag 8 '°. Merv, FL 33051.166. . �n NSA EO BwWFB• 1 510.1.BEy Ish f • z 4. AA ,mAMn�� VNAF N0INS N., it / n SMgp 1( w I NF1R, J LEGAL DESCRIPTION: 5 53 41 EARLETON SHORES PB 43410 LOT 1B BLK 3 LOT LEGAL DESCRIPTION & LOCATION MAP IBJ 12 24 20 16 12 8 4 23 19 15 11 7 3 22 18 14 10 6 21lI [21117 13 9 5 1 SITE PLAN M 19 NOT USED D IAL NOT USED TOLEDO RESIDENCE REMODEL OF AN EXISTING SINGLE-FAMILY RESIDENCE 1279 N.E. 97 STREET MIAMI SHORES, FLORIDA 33138 ZONED: FRONT SETBACK: SIDE SETBACK: REAR SETBACK: R-25 (RESIDENTIAL) 25'-0" 10'-0" 15'-0" OCCUPANCY TYPE: R-17.5 -RESIDENTIAL CONSTRUCTION TYPE: V-A APPLICABLE CODE: FLORIDA BUILDING CODE 2010 - RESIDENTIAL FLORIDA BUILDING CODE 2010 - EXISTING LEVEL OF ALTERATION: LEVEL 2 EXISTING FLOOR (A/C) a 1,988 S.F. NEW A/C a 374 S.F. TOTAL A/C RESIDENCE = 2,362 S.F. PROJECT DATA nn EXISTING PARTITION WALL = EXISTING BLOCK WALL TO BE REMOVED NEW PARTITION WALL (SEE DETAIL 130, SHEET 0.3) PA pa— PARTITON ROOM INDICATION CISEI momr—ROOM NAM mem NORTH ARROW NoRiN ED REVISION INDICATION vQ 2 --REVISION NUMBER (�_ KEYNE INDICATOR FIRE EXTINGUISHER CABINET LI: NILDNO WALL SECTION INDICATION �_ SECTION A-- SHEET NUMBER �L WHERE SHOWN INTERIOR ELEVATION INDICATION E9 MULTIPLE ELEVATION INDICATION DOOR SYMBOL DOOR NUMBER (E - DENOTES EXISTING) WINDOW SYMBOL WINOOWKEYIE- DENOTES EXISTNO) EQUIPMENT DESIGNATION (SEE EQUIPMENT MANUAL) CO EQUIPMENT TYPE CEILING HEIGHT CATIO4 AREA DETAILED HEW ETHERE MBOL LEGEND U 17 GENERAL NOTES. 1. TRIS IS A BET OF CONSTRUCTION WORMING DRAWINGS FORA REMODEL TO AN EXISTING MOLE FAMLLY RESIDENCE. R IS NOT THE INTENT OF THESE DMWNOS TO NON EVEN .ETA OF CONSTRUCTION. R MALL BS THE BL823113 RESPONSIBILITY TO CHECK. VERILY, AND COORDINATE ALL MEM.* DETAILS. NOTES, AND ALL PHASES AND THE TRADES REQUIRED TO COMPLETE THIS PROJECT. ALL PNSH, FIXTURE, AND EOUIPMENT SELECT/DNS SHALL SE VERSON WITH THE OWNER OR HIS AUTHORIZED AGENT. E. ALL WORK IS TO SE PERFORMED N A FIRSTLLAES WORKMANSHIP LME MANNER. 3. FIGURED DM3N3ONS SHALL SE FOLLOWED IN PREFERENCE TO SCALE AND DETAIL DRAWINGS N PREFERENCE TO 3HAALL SCALE DRAWINGS. FIELD VERSY ALL OMENSIOM PRIOR TO FABRICATION OR ERECTION OF ANY PORTON OF THIS PROJECT. A MANY ERRORS, 01ISSIDM, OR 00MRbICTONS APPEAR N THESE CONSTRUCTION WORKING DRAW W OE. SPECIFICATIONS OR OTHERCOMTRLCTION DOCUMENTS: THE CONTRACTOR,HALL NOTIFY THE ARCHITECT N.MNG. NO WORK SIMLLCONTKNE UNTIL SUCH TIME AS THE ERROR. 0105340N, ORCOMMDCTON HAS BEEN RESOLVED. GIVING SAID NOTICE TO THE ARCHITECT DOES NOT RELINE THE CONTRACTOR O HIS RESPONSIBILITY TO CHECK, VERIFY. AND 000201 ATE TM DIMENSIONS OR ANY OTHER PORTON O THE CONSTRUCTION DOCUMENTS, OR FOR THE COSTO THE SAME. 5. CONSTRUCTION OF THIS RESIDENCE MUST COMPLY WITH ALL THE REGUIREMENTB AND CONSTRUCTION PRACTICES. BET FORTH N THE 'FLORIDA ENERGY EFFICIENCY CODE FOR RESDENTW. CONSTRUCTON%IATEBT EDITION S. CONTRACTORS ARE NSTRLCTED TO ADJUST, VERILY, ANDCOORMATE AW NFO,M4110220100 HEREIN AETPOAL'. 1. KL CONSTRICTONBIALL BE PERFORMED IN ACCORDANCE MIHAIL CODES, REGULATIONS AM RESTRICTIONS HAVING JURISDICTION OVER THIS MO.2LT. THE WIDER WALL BE RESPONSIBLE FOR 22402 FAMILIAR WITH THE APPLICABLE COOE3, REOVLATCNB, AND RESTRICTIONS P O THEIR RELEVANCE TO THE PROJECT. 5. EMERGENCY EGRESS OPENINGS MALL SE PROVIDED NALL ROOMS MENDED FOR SLEEPING, OR R00N5 WHICH COULD SE UM AS SLEEPING ROGYL EACH OF THESE ROOMS BH44. HAVE AT LEAST ONE (1) WN001Y 0R EXTERIOR EXIT DOOR APPROVED FOR DAEMONIC, WREN OR RESCUE. TIE UNITS LAW SE DPERAS11 FROM THE NIDE TOA FULL CLEAR OPENING WITHOUT NE USE DF SEPARATE TOOLS. WHEW WIDOWS ARE RECOPIED ASA MEANS O EGRESS. MEV SHALL HAVE A BEL HEIGHT M NOT MOM TAN I•R2NFOE•Ir ovgryWOg. ALL EX313pB MUST ALSO HAVE A MINIMUM NET CLEAILOPENN00F FIVE OE TEN.FIM(yl)9By.EfFET. IRCRMIHIMI�T CLEAR OPENING HEIGHT SHALL BE TWENTY FOUR IM)NCHIEB.T EIELFARO IJ•OWI• SOMA SE•NENrv(A) INCHES. • • • • • • • • • S. PUSHING AND/OR WATERPROONNO SAL SE PROYAWIB NL!EES2#1 TO *EVE. THEEJ*AgI:E OF WAIN AT OPENINGS N. OR PROJECTIONS THROUGH,ESROR WALL•AT II•ERSE•ONt1F E1ERD�YALL•OVERNOBe 4 DIFFERENT MATERIALS. ANO AT OTNER230423 SUS.1240EIE EMR*lci OFWAIF. AS PEPiFSO I16I013 •• 10. ALL LUMBER IN CONTACT WT H BOR, CONCRETE. OR MASONRY SHALL BE CHEMICALLY PRESSURE TREATED AND SO INDICATED BY APPROVED LABELS.. 11. ALL ROOF TRUSSES. FLOOR TRUSSER, EXTERIOR FRAME. AM INTERKR LOAD SEARING FRAME WALLS HALL SE ANCHORED WITH APPROVED HURRICANE OPS OR STRAPPING AS REGUNEO W THE NOROA WILDING CODE. 11 DITSI 4 WALLBOARD SHALL ANY WIIRI* *NINON. OF TIE Ecu,*o. of PCR WINN •ALLBOARP.•3M 2033. GYPSUM WALLBOARD RNLI BBNSTALLEY.ND FINISHED IWCCORDANCE THE PROVIBI234OFj . ECOMMENDEOSPECIFICAT0, FOR THE APPLIATION AND "re O OVP3U4 WALLSOARO, OrSIAA B(IL[V SPECIFICATION 50.4316. • . •T• • • • • • • • • • • • • 16. ALL FOUNDATION WORK TO BE COM*LETE00*i*LEA. WEU6OIPIITEO, TE& -TREATED FILL • • • • • • • • • • • • ARCHITECTURAL DRAWINGS A-1 COVERSHEET A-2 DEMOLITION PLANS A-3 FLOOR PLAN, SCHEDULES, & PARTITIONS A-4 ELEVATIONS, SECTIONS & DETAILS STRUCTURAL DRAWINGS S-1 FOUNDATION & ROOFING FRAMING PLAN S-2 NOTES & DETAILS MECHANICAL. DRAWINGS M-1 MECHANICAL PLAN ELECTRICAL DRAWINGS E-1 ELECTRICAL FLOOR PLAN E-2 ELECTRICAL PANEURISER Gr1:rs L NM ••• • • • • •• •• • • • •• ••• • • •• • • • •••• • • ••• •• • • C]Z 1=4 L DRAWING INDEX BA AO.�2CO Da NNE INN ASSN 33301 HAAN 0.431,231 Am: MA.330.131. HaMIAA N ANNWENIN LId1 MIJIa g1Tl¢N eal Engine, Ts Nun. (*MD* ENOAed.I PD*N5 En0lrem PAM Elgil2TAq Cam 6230 3H20) U4MnIq OMS, Sub 4101 DNS, R 3131E T05 051.080.3100 W GJ Z W H Ie O C J g REMODEL OF AN EXISTING SINGLE-FAMILY RESIDENCE 0 Fe W� Wce N W CL GI O W N 02 r Q 2 Past Wyss* Dab: JnxW4 DIEM, N,4 GNAW Br 4PpWN: N 1814 TOLEDO MAN JVD/ JYN Md A.A.w."-NN, 1818 NabwenN,MyINMIM Nays. kr1N.ATreA RNR boo. RN,AH RP,AalAPI1"NN APANJAYN W2W EN1MnPS1 NNW. 64322108 COVERSHEET ENO A-1 MASTER SLATE NO men Clf CLOSET MBATH —1 I 1 I KITCHEN) BREAKFAST MO WORM !b - tl•IIIIY•-Y t• A jc_Ctd GARARAQg (NO WORK, METRO ROOF AHO Sum MONO METALCOLUVA TO BE REMOVED. REw1N. WM STRUCTURALRuCTUbRNEW LOW S[AMIS WALL TCUQYEE 02 47011 TO51•REAS REWIRECOTO OSNOSEAiM Aw . OF SCREENED PORCM PLATFORM }TYING RWM NO WORK, ""1"" of FAM LY PWM MO WORK, T1 I I I I 1 1 1 1 I I •• ••• • • • • • • • • • • • • 71ED8WM MO WORK, BATHROOM BEDROOM • • di •• MD1DRn• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • DEMOLITION PLAN U 9� • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 43015 H �C�pNEK STgRHUACL pI� T CIN.IMENCEAIF WORKARE PRI011TNEMBELVq ]. di1TTENDto,..IN08BNALL TAKE PRECEDENCE iND `BWCAOIREKD ONBISHIP SHALL BE NEAT, CLEAN, TRUE. W�♦ oR TCKEEP?O&IDINa FATHERTIGHT yAy'MM''NiiiiSULLSEE�� FPIIC..ppgqUOC��TEOOryryEE�� 8 44EEpppppppp66pp OOTTNNB8 LLEE qq FS EXNlA1oN0pByUIKLDIN0gAN01 SCOpM�pIP�pONENNT�T6EBEMg6p80�THE VU �AN8 C�P EF IIQEp VR TII IBAAFMOVEOIpL PT_� lNE1�p�L�N0Lg1IpB(ypRTFypEETgRE�OFRpO CPAP lef f RTI`(BIE�UWN,1�LLPf,BRAMB, IN^LNOE y TN�P�pEUNKPi�gOiIRLNp Wpry LpI�MA�Iy Q ,VES M REPIA EuR AT HIB E%PEN6E,EE BY NE4/OR LON6T pMEy MIg(SHALL E Mpy� r�ppT�E��TV�NEEU TT EIM4iFEWRITTEr/PPRWAIUOF REfABlE0�808pTIpBEtOEM GONWILLgPN�OTIBCUMIAQEEO. VETS PCp F pag T�Opf TIU OFIELO Orgra LNCIEBTO prIP-CHITECTZ4VR TO 1144 THE QCpOONNATTRAACTTSO CONTRACTOR 110E�LO0EMSOECN•ATTe*)LY WORK `SC AMTICSHo P06ES ONLY DPAWING' AAE FOR HE PVR DEMOLITION NOTES LJ NOT USED DENOTES AREAS OF SELECTIVE DEMOLITION ANCYOR ALTERATION WORK. ---1 E_==---� REMOVE EXISTING WALL CONSTRUCTION IN THEIR ENTIRETY FROM FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES, VISION PANELS, ASSOOLATED ELEC.) MECH. WORK ETC. (EXTENT SHOWN BY BROKEN LINES). PATCH EXISTING ADJACENT AREAS AS REQUIRED THAT HA8 BEEN DISTURBED BY DEMOLITION AND PREPARE SURFACES TO RECEIVE NEW FINISHES. IA\ REMOVE EXISTING DOOR OR VISION PANEL, GLAZING AND HOLLOW METAL FRAME ASSEMBLY. ALIGN NEW WORK FLUSH WITH EXISTING ADJACENT PARTITION, MATCH EXISTING WALL THICKNESS AND PREPARE SURFACE AS REQUIRED TO RECEIVE NEW SCHEDULED FINISH. =__� PROVIDE OPENING IN EXISTING PARTITION AS REQUIRED TO RECEIVE NEW HOLLOW METAL DOOR FRAME OR VISION PANEL OF THE TYPE AND STYLE INDICATED ON THE DOOR SCHEDULE. PATCH AND PREPARE ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW SCHEDULED FINISH. L J L _ J REMOVE EXISTING CASEWORK. COUNTERS, SHELVING. EQUIPMENT AND SUPPORTS: PATCH EXISTING WALL AND FLOOR AREAS DISTURBED BY DEMOLITION AND PREPARE SURFACES AS REQUIRED TO RECENE NEW SCHEDULED FINISHES. J L CONTRACTOR TO REMOVE EXISTING PLUMBING FIXTURES SHOWN DASHED AND SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING AREAS WHERE AFFECTED BY THEIR REMOVAL. EXISTING PIPING FROM REMOVED FIXTURES, SHALL BE CAPPED AS INDICATED ON THE PLUMBING DRAWINGS. ANY FLOOR PENETRATIONS DUE TO THE REMOVAL OF PIPING ARE TO BE FILLED WITH AN UL APPROVED MATERIAL TYP. DEMOLITION LEGEND `IU 1, REMOVEEXTERIR WINDOWS, DOOR AND DASHED WALL SECTION AND ALL ATTACHMENTS AND PREPARE FOR NEWOPENINO AND UTOUT, S. CONTRACTOR TO TEMPORARY SHORE PRIOR TO REMOVE HEADER, Y HEADER M WALL -BEARING CONTACT ARMTECT BEFORE REMOVAL S. REMOVE DASHED WALL SECTION AND ALL ATTACHMENTS. PREPARE FOR NEW OPENING. 4, REMOVE SCREEN AND ALL ATTACHMENT. E REMOVE SHOWER. VANITY. GBINET, AND ALL ATTACHMENTS. GP ALL PLUMBING. REQUIRED, PREPARE FOR NEW FNBHES. L REMOVE ALL KITCHEN FIXTURE AND CAP AB REOUIRED. PREPARE FOR NEW PLUMBNO FIXTURES. T. REMOVE ALL EXISTING KITCHEN CABINETS AND ALL ATTACHMENTS. PREPARE ALL SURFACES FOR NEW. I. REMOVE KITCHEN APPLMNCES, PREPARE FOR NEW UYOUT, S. REMOVE EXTERIOR WINDOWS, AND ALL ATTACHMENTS ANDPREPARE FOR INFILL 10. REMOVE DECORATIVE BORDER AND STONES. STUCCO AND PAINT TO MATCH EXISTN0. DEMOLITION KEY BNN Fon WWW. 81108 et D1�q WWI W- LuN MIJ14 8Yuctu4.1 Engineer 4.01 Prorow MI P.m NF10111700 McNnBY, EkN4&NAM; Er•w FM Engineering Mrs 5200 SORB UNwrt, DIM, Sub P101 DNL, FL 38311 Tee 1154.040.3100 0 0 Z Z W W O Z W W cQr W Li - O 2 W O J O Ce 0) DSIV IM bbTK•tlen JH MoM: OM.n Ey: CM.wFW: 1mWle: 044111 14 TOLEDO !1111 AMI nen ma .NNNW Noma I RNSPANarm iNN mryM commrodlwar421 0N1NNN 001118. DEMOLITION PLANS A-2 —124X38'1,8' ! 7l l _ 3--6 10 O_ rN rn— N /1 - n ra MASTER SUITE (No WORK) to 00 an BY PM. LBO (MGM EN. WALL AT CACOPFMO WTCNE 1040.0 RV 01.1 �, MOOT NERC* WI oDOW ,o EE ROOM nn 'lam `I -1 v i KITCHEN BREAKFAST (NO WORN) OU© BO Ti0M OF STRUCTUIIE AM. PER F.B.C. MOT R.11 SCAM BATT. sir Of MElLLST0s RAC. YCUMOR TA .41tO 1N LAM we'rwAti. AIM . PROVIDE w000 xxquOLunOM OSAS REM FOP F PINY . FNNREI.000R1,rtC. • ATTACH wALLSO.310 WM. TYPE •C IMAMS OPACED w EOSELBLIEO BY OWNER( ro PARTITION A Ej 12 IXA 831.2001U EAT TO E MT. STUDS. FASTEN OBANNELS TO HEEL STNS TYPES MN NEW SCREWLIACAT, NUM. TKO UP if1.1111! FLOOR Aro Arnow or Am ww"! rONMIER CHANNEL WO M GALL CORNER• ANO ATTACH r0 CORNER PM.N 6 tIANwNE1114MC11.YOV. .11.01311 E. (NOT WTMTHE CHA Nu AND RNIN0.•ATTACH SCREWS WALLBOARD Ew RENoc. ATMmFOSAND IY GC. IN E M.O. PARTITION B Ln 11 •••IIINNIBMIMEE 11'-7• 90 C04- 1 -l - j _ —W000 RAFTER EDGE OF SOFFIT • INSIDE FACE OF RAFTER rs_, co 53'1ix (03 12-12.18. oci 39 xsocq 12-121 .(pl 9EDROOM • • • • • (NDWOII5I • - • • • • r • • •• ••• I ID'• -q 1 I I - %%1x3%N? 1 Z-1��8.09• • •• ••• • FLOOR PLANS CI 1:1 SOFFIT DETAIL TYP. R I lO • • III dB Mb • • • 1X•40 RA • ilIFMR •• • Ns• LI MOS 'GYPS. y • • 2) • I PR4"D1410.-igew i. :'k" r 1 w.•. • •I"'VE'C^D"'• • •• • • • •• • • • • • •• • EXINNO ROOF OM rat .raALY FEB STUD 10 RAFTTF12• • • • • • A*EK MC& ION • •Y Straws 6rG1_ • 0,4,, to DA303N 30(3)4'XT3ALVMO W000 SWEwt I5 SOFFIT ••• • • 1 • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NR Iy E DOOR SCHEDULE NO. WIDTH HEK3HT TYPEIDESCRPTION REMARKS 100 a) 3,0( Sr OREM* NM, 00011 ,m ra Pr POCKET DOOR -xore 000RNmrteOwWmnwoH wpe'Ae.ia CONTRACTOR wRro ROCRRm 0001.. YEW/ ALL 000.9 oxuww MO C112.440 1.3.1 LBO WINDOW SCHEDULE $2 NI WINDOWS AN1ro3.1.TO- TINTED �AMNN•TLo62a , e.oNNER, 3. BOXTRACTO.170 VIVIFY ALL WINDOWS AND 0013(1E WES W CNDIEN NANUFAMIXIM FM ROUGH OPENNU 01.1EM01411PROR TO CREATING •TM BOB.,.ItptAEGEnUEAMFANORENUEOPfx(.00faLIVAVE A SU NEWT CFNOT MORMNM ETINCHESVETN CHES BOOK ROK CLEARORNFrawl1EAPULL Fm.e.1I IMAM PEir.=y:OR0Uw Ro0R OPENw$4wr1eE P.1.11.70 TO RAVEN WV.. OPENING irent MEM OFraNO MGM oYertpN SWIG! 3.1.10.61. •hf xNWUM 2T C$EAR 0ZN6 0 LOT (DIMINS. SNALLIEf0 INCHES. DOOR AND WINDOWS SCHEDULE nn ROOM ROUGH OPENING WINDOW TYPE WINDOW MATERIAL REMARKS WIDTH X HEIGHT K OPERATION W1 1'r Sr AM, OWE VAC1v04(DW ALULENUNWEIDOWS wf 74 sr 00377570 IMACTw5c0w ALUMNUMIMAOWS Wl 2a)3 74 CASEMENT IMPACTWINOOW ALUNIINON. WINDOWS $2 NI WINDOWS AN1ro3.1.TO- TINTED �AMNN•TLo62a , e.oNNER, 3. BOXTRACTO.170 VIVIFY ALL WINDOWS AND 0013(1E WES W CNDIEN NANUFAMIXIM FM ROUGH OPENNU 01.1EM01411PROR TO CREATING •TM BOB.,.ItptAEGEnUEAMFANORENUEOPfx(.00faLIVAVE A SU NEWT CFNOT MORMNM ETINCHESVETN CHES BOOK ROK CLEARORNFrawl1EAPULL Fm.e.1I IMAM PEir.=y:OR0Uw Ro0R OPENw$4wr1eE P.1.11.70 TO RAVEN WV.. OPENING irent MEM OFraNO MGM oYertpN SWIG! 3.1.10.61. •hf xNWUM 2T C$EAR 0ZN6 0 LOT (DIMINS. SNALLIEf0 INCHES. DOOR AND WINDOWS SCHEDULE nn ROOM FLOOR SASE WALLS CEKINGS REMARKS 103 FAMILY ROOM • • • • ID DON ROOM • • • • ......w,. 106 HER CLOSET • • • • .......... NOTE CONTRACTOR TO VERIFY ALL MATERIAL, FINISHES & COLOR SELECTIONS WPM OWNER. V1000 YUCK TO BOD! WW1' /,^COL.GS�MTNO Y OBEMBIO L BIB scram Or 0.C. r tlE 1 fXI uX S TR,n UCK OMASONRY r.MOMECEMED, TOF4LOw...WA BROOM, APPROVAL BOB MOM 0.TON. AND MN PRODUCT u. mAPPuumN0 of AIL WINDOW MO COCA 1.1111/AGNIRIES. TYPICAL BUCK DETAIL Ci FINISH SCHEDULE o-ua � 6103 nHam.N NWENIE.dRP Luis MO Structural EnpIn..r aRAw..wr MNhrke4 EMI* .1 PIum&V EAP*Nl PARE ERpIR.rN, OMP. 5710 Serra UPN.n1F DAr.IJM s 101 We, Ft 33321 70571460.3100 •o6S•rm05 171511 1114700 NC ENI ..R,..,•...NR. •.. DOVETAIL EVERY,BANCHORS MOBIL. PICALI OO. 191.1.19MBT F.A. SIM SOLO MTNORO00 MB" MOBIL MINT RENMNCI ( 0.1••4Bake.061 wMBONP.rgl 4mY NNilon.m.d ml•NN PN..r.S1neARllM•S•vs1 RlSNn 1.11114 FLOOR PLAN, SCHEDULE AND PARTITIONS Stout A-3 cCi 1 7 5-1- 011;onni \\'' (VOA SI2� —�LA p� 1�sign re. (>re --i- Des ig� Pressu�e_ 12- 1217• n9 t 3-1X(03 ;xnOSe(neat +rl D. O -710. 10 12- 1217. I 1 fj3112 Co3 (a)eGterren;)c + sq. IO -89.IO 12- 12 1 .09 11 I X 39 3/g ((DX)CGSerne..cr ' + '10.0 -9 0.0 12 - 121 q . 0 9 3-1 X � 0575z(5_()CQQL S- r- en +1°•o , - 59 2 12-1-2-A. CC09 -A-1 X ST 3/g C'As rn etre' ± 1 0.0 -9 0, 0 12 -1218. O 9 —14 X S O sl X eG Se m e -f +-1 O.0 — F . Z 12- 12-1. 09 -14 X 3c1 - X Case or ±.--) 0. o -`'10,p l2- 1218, 0`1 �3`I T x 33/ X CGS.Qrnen± +10 . -'9C).C) 12-1218".09 lcl'Igx 331g ) srne--k +-10.0 --91.0 12 -121 q , 09 4-. X 3e? X�eCas err, cn-\-- -h'1 0, 0 -9 0, c 1-1114. -14'X. 2 .o) HoH e on -1--41 R. ----.o ----10 .o .... • . . . .... • • • `-- • • • • • .... • • • .. • • • .. .. .5.. •• • • • • ••- • .. • • ... .• . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. •••• This product is approved as described herein, and has been designed to comply with thrr Florida J3uilding • Code, including the High Velocity Hurricane Zone. ' • • • .... • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidmle.eov/economv DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window — L'M. ' • APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wilzdow Details -LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed' andeealed lytrnfiiony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp Itth the Wipe of Acceptance number and approval date by the Miami—Dade County Product Control 3L tMi. •..• • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ; • ; • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name pro iogo,•city, state, • model/series, and following statement: "Miami -Dade County Product Control Appro d"' unless'oI i vise ' 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIDADE COUNTY APPROVED NOA No. 12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 • • • • . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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) 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS . • .. . . . .... 1. Anchor verification calculations and structural analysis, complyiiQwith pBp.p1 o, • dated 12/07/12, prepared by manufacturer, signed and sealed'13�f Viithony L'yrul Mil1Lf, • •' •P.E. .... 2. Glazing complies with ASTM E1300-04 •.... •• D. QUALITY ASSURANCE . .. . . . . . ••• •• •••• 1. Miami -Dade Department of Regulatory and Economic Resot to ER) • E. MATERIAL CERTIFICATIONS • • . • .•• 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemou.'s for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 .1.G' Manuel ' ere Product Control Ex‘mi r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 • GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY W1TH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I3 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 31300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 31300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7085, 3679, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet 4 1 6/18" Lem' (1/8 An - .090" PVB - 1/8 An) 6 2 7/16" Laml (3/18 An - .090' SGP - 3/18 An) 8 3 7/16" Laml (3/16 HS - .090" SGP - 3/16 HS) 7 4 7/8" Lami. 10 (1/8' An - 7/18' Alr - 1/8" An - .090" PVB - 1/8" An) 5 5 7/8" Laml. 10 (1/8' T - 7/16" Air - 1/8" An - .090' PVB - 1/8" An) 8 8 718" Laml. 10(3118" An - 1/4' Air - 3116' An - .090' SGP - 3/16" An) 9 7 7/8" Laml. IG (3/18" An - 1/4' Air - 3/16' HS - .090" SGP - 3/16" HS) 7 8 7/8" Lami. IG (3/16" T - 1/4" Air - 3/18' An - .090" SGP - 3/16" An) 9 9 7/8"Laml. 10(3/16"T-1/4"Air -3/16"HS-.090"SGP -3/16" HS) 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. —� 37' WIDTH 25.476" MAX. O.C. IF WIDTH 15 UNDER 33.478" (HEAD & SILL B, SEE SHEET 2 6/16' LAMINATED _ GLASS STACK I VB' ANNEALE11 .090' DUPONT GLASS BUTACITEPVB 1/8' ANNEALED EXTERIOR GLASS Ir 69" VISIBLE LIGHT HEIGHT (DLO) 1 4" MAX. 174/2' MAX. A, SEE O.C. SHEET2 6" MAX. 0.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 28.OR OVER GLASS TYPE 1 11/18' GLASS BITE TRW LAMINATED ,1 GLASS STACK 3/16' ANNEALED OR HEAT-STRENOTHENED GLASS .090' DUPONT SOP 3116' ANNEALED OR HEAT -STRENGTHENED 11. GLASS 11/18' GLASS BITE GLASS TYPES 2 & 3 7/6' NOM. 716' NOM. GLASS STACK 6116' LAMINATED GLASS STACK I GLASS STACK 1/6' ANNEALED GLASS .090' DUPONT , BUTACITE PVB 3/16 -ANNEALED GLASS 7/16' AIRSP 1/6' ANNEALED OR TEMPERED GLASS 7116' LAMINATED CLASS STACK 3/16' ANNEALED OR NEAT -STRENGTHENED GLASS AIRSPACE O 1/4 110' ANNEALED GLASS .060' DUPONT SOP 9118'ANNEALED OR NEAT -STRENGTHENED GLASS 4 EXTER10R 'I!I11 11/16" GLASS BITEa ® 11118' O!A$S BITE © IT/ \ 78" HEIGHT GENERAL NOTES ELEVATION 30' VISIBLE OPENING (010) TYP. ELEVATION OF CASEMENT WINDOW •• .• ••• • •i R 1 • •• t•• GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS •.• ♦ ANCHOR QUANTITIES * •. 4 DESIGN PRESSURES, • 6-9 ASSEMBLY DETAILS/B ♦30 • ••• • 14-1/2" MAX. O.C. IF WIDTH IS 33.470' & OVER (HEAD & SILL) • ▪ • �taL11g11•• • • •oss 1-6NN f, si 41 • • • 1i.• •No. 58705 • i��.•.•STA EO• ♦ • ▪ W/7,31/511, I /8NAL ?• • ///II111"L A. LYNN MILLER, P.E. P.E.B 68706 GLASS TYPES 4 & 5 7/6' NOM. GLASS STACK 1/4' AIRSPACE 3/19' TEMPERED GLASS GLASS TYPES 6 & 7 7116' LAMINATED GLASS STACK 3116• ANNEALED OR EAT -STRENGTHENED GLASS .090' DUPONT SGP 3/13' ANNEALED OR NEAT -STRENGTHENED GLASS EXTERIOR a 11/16' GLASS BITE GLASSTYPES8&9 Roseate By: Dote: Revision: Revised By: Dote: Revision: Approved 6s OOmplyt9p 141111 I4t Plsridn 61dln� •. Date A • ' Mlaml D P000160 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: GLAZING DETAILS rde: Drown By: J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM Series/Model: Scale: Sheet: ()rowing No. CA -740 NTS 1 OF 10 MD-CA740-LM Dote: 08/08/12 Rev: ••• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i i i 174/2' MAX. A, SEE O.C. SHEET2 6" MAX. 0.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 28.OR OVER GLASS TYPE 1 11/18' GLASS BITE TRW LAMINATED ,1 GLASS STACK 3/16' ANNEALED OR HEAT-STRENOTHENED GLASS .090' DUPONT SOP 3116' ANNEALED OR HEAT -STRENGTHENED 11. GLASS 11/18' GLASS BITE GLASS TYPES 2 & 3 7/6' NOM. 716' NOM. GLASS STACK 6116' LAMINATED GLASS STACK I GLASS STACK 1/6' ANNEALED GLASS .090' DUPONT , BUTACITE PVB 3/16 -ANNEALED GLASS 7/16' AIRSP 1/6' ANNEALED OR TEMPERED GLASS 7116' LAMINATED CLASS STACK 3/16' ANNEALED OR NEAT -STRENGTHENED GLASS AIRSPACE O 1/4 110' ANNEALED GLASS .060' DUPONT SOP 9118'ANNEALED OR NEAT -STRENGTHENED GLASS 4 EXTER10R 'I!I11 11/16" GLASS BITEa ® 11118' O!A$S BITE © IT/ \ 78" HEIGHT GENERAL NOTES ELEVATION 30' VISIBLE OPENING (010) TYP. ELEVATION OF CASEMENT WINDOW •• .• ••• • •i R 1 • •• t•• GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS •.• ♦ ANCHOR QUANTITIES * •. 4 DESIGN PRESSURES, • 6-9 ASSEMBLY DETAILS/B ♦30 • ••• • 14-1/2" MAX. O.C. IF WIDTH IS 33.470' & OVER (HEAD & SILL) • ▪ • �taL11g11•• • • •oss 1-6NN f, si 41 • • • 1i.• •No. 58705 • i��.•.•STA EO• ♦ • ▪ W/7,31/511, I /8NAL ?• • ///II111"L A. LYNN MILLER, P.E. P.E.B 68706 GLASS TYPES 4 & 5 7/6' NOM. GLASS STACK 1/4' AIRSPACE 3/19' TEMPERED GLASS GLASS TYPES 6 & 7 7116' LAMINATED GLASS STACK 3116• ANNEALED OR EAT -STRENGTHENED GLASS .090' DUPONT SGP 3/13' ANNEALED OR NEAT -STRENGTHENED GLASS EXTERIOR a 11/16' GLASS BITE GLASSTYPES8&9 Roseate By: Dote: Revision: Revised By: Dote: Revision: Approved 6s OOmplyt9p 141111 I4t Plsridn 61dln� •. Date A • ' Mlaml D P000160 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: GLAZING DETAILS rde: Drown By: J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM Series/Model: Scale: Sheet: ()rowing No. CA -740 NTS 1 OF 10 MD-CA740-LM Dote: 08/08/12 Rev: ••• • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) a Will I� m o r2.1 m L 3 i HEIGHT ATTACHED FRAMEJAMS Poo ;L0.100 ril J LO I,._Di.trt 0 rm%J s0,0 isili. EDGE DISTANCE EMBEDMENT JAMB HARD- WARE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO VENT JAMB ATTACHED TO FRAME JAMB CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. BUCK WIDTH 1/4' MAX SHIM ATTACHED TO VENT SILL ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. EDGE DISTANCE EMBEDMENT NT NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. �I O FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. 812 STEEL SELF -DRILLING SMS. SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) OPTIONAL ADDON FLANGE © HEAD, SILL & JAMBS SEE DETAIL Al, BELOW 2)ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET, 1/4' MAX SHIM CONCRETE PER ANCHOR • REQUIREMENT EMBEDMENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. VERTICAL SECTION B -B WINDOW WIDTH HORIZONTAL SECTION A -A / / N —�•� 10' MAX. •• ••• • • •• • • ,1t• yIIIr,, • '�!�� i •• • ••• ...' • • • 'R• No. 59705 • * • ;,mow t: �• E10• •' IL • • • :p1/4srs'•F<ORIO.. •a.�Ci •• •• yA,, NAL 1, , • A/LVNW MILER, P.E. P.E.p 69705 • ••• • • • • • •• • • • •• ••• • 10' MAX --�- SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13.1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT -6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH • 7 HEIGHT: WINDOW HEIGHT • 7 Additional Anchors Required on each Skis of the Rams Assembly Tuba (FA1) F u —�•� 10' MAX. •• ••• • • •• • • ,1t• yIIIr,, • '�!�� i •• • ••• ...' • • • 'R• No. 59705 • * • ;,mow t: �• E10• •' IL • • • :p1/4srs'•F<ORIO.. •a.�Ci •• •• yA,, NAL 1, , • A/LVNW MILER, P.E. P.E.p 69705 • ••• • • • • • •• • • • •• ••• • 10' MAX --�- SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13.1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT -6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH • 7 HEIGHT: WINDOW HEIGHT • 7 Additional Anchors Required on each Skis of the Rams Assembly Tuba (FA1) F u Window Wd9t Anchor Type A B,C8D 1 17' . 22.9• 0 0 23' - 25.9" 0 1 > 29Y 1 1 1- Window Anchor Type LI. Helpht A 6,040 17'-22.9' 0 0 23' • 25.9' 0 1 x.1 1 Revised By: Dote: Revision: Revised By: Dole: Revision: 4.pprovod M oomplyhtg wllh lho Florid Usldln Code Dote r ., NAAB i/.tdi/Af:. 1Z, tsI 0, de Pmdutt_lr`7 v1, d. ..�/.. / By, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI ntte, Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CERT. OF AUTH. /129296 Sense/lAodel: CA -740 Scale: Sheet: Drowing No. Rev: NTS 2 OF 10 MD-CA740-LM • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • 410 • • • • • • • • • • • • • 000 • • CASEMENT (X) F WINDOW HEIGHT WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: f-.— 10', SEE NOTE 7, THIS SHEET r�—� � C C \__ =, ;a, 1. / \ / i Et, C&D 740740 FRAME SERIES ASSEMBLY SERIES CASEMENT CASEMENT WINDOW TUBE WINDOW 10', SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES L!,1 CASEMENT FRAME 740 SERIES 740 SERIES EXTERIOR ASSEMBLY CASEMENT WINDOW TUBE WINDOW HORIZONTAL SECTION C•C MIN. It 12 X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: 740 SERIES AWNING - WINDOW a—D FRAME —i ASSEMBLY TUBE —D 740 SERIES —CASEMENT —.— WINDOW —WINDOW FRAME --ASSEMBLY ► E TUBE - 740 SERIES FIXED WINDOW'\_ 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR a FRAME ASSEMBLY TUBE MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSET W: • • • VBJ TI6AL SEPTI0t-p-DI• • • VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 e*TH16 SICET•DEiER10NE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • ••• • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OA HEIGN10M1ENSIONLIS3V •LATHE TABLES. • • • • • • • • • • 4) USING THE TABLE LABELED "IMNDOWANCHORS REQUIRED' (TABPE 2 SHEER 4), DETERMINE THEIJUMBER AF ARCHERSNEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • la • • • • • • • • • • • •• • • ••• • • • 6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL' ANCHORS THROUGH THE WINDOtN FRANIIPINTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), ANO THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). Approved al co9+plylop 6111110 Florida aiding ot e • Mae NOAH Mlam D de Product m By, /141 - FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN. ROUND UP TO 'THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 6) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors RequIrsd on each Siris of the Freme Assembly Tubo (FAT) F Window Anchor lype LL Wdth A Et, C&D 1 17'•22.9' 0 0 23" • 25.9' 0 1 >26'+ 1 1 t- Window Anchor Type LL i H.L7hl A B,CdD i17'•22.9' 0 0 23"•25.9' 0 1 29"• 1 1 .2 • N Zia g0 2 0 0 115 \\�ONV.LYNNI.... /i,� * * ' NO. 58705 )9i3 ua,; TE OF <U 0 a. ST • lS • ,CVONivitiy R,P.E\`\` P.E.# 58705 • • • • • • • • • • • • • • •_0 •_0_• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Window Anchors Required Anchor Window Width On) under 23' 25.15/16' 27.3/4' 30' 33.172' 35' 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An hor Group Anchor Group A 8 C&D A 8 C&D A B C&D A 8 C&0 A 8 C&0 A B C&D A B C&D y Y 383' under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SB 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2615116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 384/8, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48*Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 6 4 4 6 4 8 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ,6, Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 orJamb 6 6 4 8 6 4 6 8 4 8 8 4 8 8 4 6 8 4 8 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 8 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72' Jamb 8 6 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 8 8 10 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 78' Jamb 8 8 8 8 8 8 6 10 8 6 10 6 8 10 6 8 10 6 8 10 6 Head/8111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 84'Jamb 6 8 8 8 10 6 8 10 8 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Embedment Anchor Plate Required? A 1/4' steel Ultmcon Hollow Block 1" 0" 1-1/4" No 914, steel SMS (05) or014, 410 SS SMS 6. Phe 5/8" 1" 13/8" NO 0003-T5 Alum. 3/8" 5/8" 0.050 No A36 Steel 3/8" 5/8" 0.050 No A053 Stud, Gr. 33 3/8' 5/6" .035", 20 Ga. No B 912, steel SMS (05) or M12, 410 SS SMS S. Phe 5/8" 1' 13/8" No 806375 Alum. 3/8" 5/8' .050' No A36 Steel 3/8" 5/8" .050" 110 A853 Stud, Or. 33 3/8' 5/8" .035', 20 Ga. No C I/4" steel Ultmcon 2.65k Concrete 2-1/2' 4" 1.3/8" No 2.85k Concrete 1' 4' 1-3/4" No Hollow Block 2-1/2" 5" 1-1/4" No 812, steel SMS (05) or 812, 410 SS SMS S. Pine 5/8' 1" 1-3/8" Yes 600345 Alum. 3/8" 5/8" 1/15" Yes A36 Steel 3/8" 5/8" .050" Yes A853 Stud, Gr. 33 3/6" 5/8" .045", 18 Ga. Yes O 814, steel SMS (G5) or 914, 410 SS SMS S. Phe 5/8" 1" 13/8" Yes 8063-T5 Alum. 3/8" 5/8" 1/10" Yes A36 Steel 3/8" 5/8" .050" Yes A853 Stud, O. 33 3/8" 5/8' .045", 18 Go. Yes 1/4' Ultracon 2.85k Concrete 1" 4" 13/4" Yes 2.85k Concrete 2-1/2" 4" 1-3/8" Yes steel Hollow Block 2-1/2" 5" 1-1/4" Yes Filled Block 2.1/2" 4" 13/4" Yes 1/4' 410 SS CreteFlex 3.350 Concrete 1" 5" 1-3/4" No Hollow Block 2.1/2" 5' 1-1/4" NO 5/16" steel Ullrecon 3.5k Concrete 1-1/4" 5" 13/4" No Hollow Block 3-1/8" 5" 1-1/4" No Filled Block 2-1/2" 5" 13/4" No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. • Jamb Snubber Locations Glass Type: PVB (Types 1, 4 & 5) SGP (Types 2, 3 & 6-9) p if 63" and lase None Required 12' max. from each end & 30' max O.C. o or63" 12' max. from each end & 30" max O.C. 12' max. from each end & 30' max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16' ANNEALED SOP LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & 0 ALLOW ADP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 8 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY. 2 ANCHORS ARE REQUIRED IN THE HEAD & BILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANi1-1211S.W AleL01 A DPS F +7r83i1. • • B) FOR THE JAMB, 41OM TABLE , AIfC.0dR 'T:P4 HtS TI;E 4ICHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIIQE TUE /191Cyj 0R SLATE• • • • • • • • • • • • C) FROM TABLE 2B,% ANCHORSPM RSQUIREORN EA*H JAMB• • D) SIMILARLY. 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE Atil0HOIVICILLOWINGAIIDE.Iitia FROM ELjVATIOWN SHEET 1. F) PER RULES AN SHEET iR INSTALL* ADDITIONAL ANCHOR ON THS FRAME ASSEMBLY TUBE SIDE OF THE FIX!DASENT IEA & ALL). • • • • •CS:S • • ••• • • • •• • Approved as cosrptyIas with BW Florida oldie C Ip ) Date WAS Mlanrl D e Produet L' SAMPLE CONFIGURATIONS: i\ Al° 0 0 O 0 1 / 1 f 0 X N Ou co_ O 1 4 co0 g'0 cc o'y w a. . _ 61" a 0 U iii , ••‘‘ 0NV .ILYNN d9/ee'',/,i ,,,�10ENSF '••F'fl * No. 58705 =,� p ., STATE OFA ss/""""ONAl.• Fla. A. LYNN MILLER, RE. P.E.a 68705 ••• • • • • • • •-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0041 • • V.14.11.16 - 104411. TABLE 8: Design Pressure (a0 for Single Windows, All Anchor Groups Window M/1015 • under 23' under 23' +70/40 2615/18' 27-3/4" 30' 33.1/2' 35' +70140 +70/-90 +70/40 470/•90 +70/40 37' +701.90 2616/16" +70/-90 +70/40 +70/-90 +70/40 +70/40 +70/40 +70/-90 383/9' +70/40 +70/40 +70/-90 +70/40 +70/-90 +70/40 +70/-90 48' +70/40 +70/40 +70/-90 +70/40 +70.90 +70/40 +70/-91 503/8' +70/40 +70/40 +70/-90 +70/40 +70/.90 +70/40 +70/49.2 80" +70/40 +70/40 +70/4o +70/-88.5 +70/.80.6 +70/-77.7 +70/-74.3 63' +70/40 +70/-90 +70/-90 +70/-84.3 +70-78.8 +70/-73.7 +70/-70.1 72' +70/40 +70/-87.2 +70/-77.7 +801-71.6 +80/- 82.4 *60/.80.9 +/- 69.3 76' +70/40 +70/.64.8 +7a-78.7 +1.67.3 +1- 58.9 +1- 67.2 +1- 55.8 84' +70/40 +70/40.4 +70/-71.3 460/-82.1 +/- 64.2 TABLE 6: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 1 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4pprovedaa complying with Ibe Florida i Idly C e Date +- - • 01 ?GOA// N.ASIVA •W Al •rI D de Prods • • - . B7_ Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tuba Window Width under 23 25.15/16 27-3/4 30" 311/2 35" 37' under 23" 25-15/18" 383/8" 48" 50-5/8" o0" 83" A +70/-90 +70/-90 +70/-90 +70/.73.1 +1-89.3 ./-58.5 .155.7 Mcho Orap B C +70/-90 +70'-90 +701-90 *70/-90 +70/.71.8 +70/.90 +/-57.3 .70/.90 +/-54.3 +7G-90 +/-458 +70/44.7 +1-436 +701-80.7 D +701.90 +70/40 +70/40 +701-90 +70/-90 +70/-90 +70/-895 Anchor Group A 8 . 70/-90 +751-90 +70/40 +751.90 +70/-81 +751-90 +/-84.8 +7U-90 +/81.4 +7d-90 +/51.8 +701-81.2 +/-49.3 +70/-77.3 C +70/.90 +70/-90 +70/.90 +70/40 +70/-90 .70/-90 +70/40 Anchor Group B A,C&D +70/-90 +7G-90 +70/-90 +70/-90 +70/-90 +751.90 +701.90 +751.90 +70/40 +70/.90 +70/.75.9 .70'.90 .70'.72.3 +7G-90 Anchor Group B A,C&D +70/.90 +70/-90 .70/-90 +70/.90 +701-90 +70/-87.8 .70/-832 +70/.702 ./-80.9 +70/.90 +70/-90 +701-90 +70'.68.5 +70'-84.3 A .70/.90 +70/.90 +70/40 +791-90 .701.90 +70/-80.3 +70/-79.5 Anchor Group B +701.90 +70/.90 +70/.90 .70/-78.6 .751.74.8 +/-829 0.599 C +70/-90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-80.8 +701.78.5 Anchor Group Anchor Group B A,CBD B A,CBD +70/-90 +70/-90 +701-90 +70/.90 +70/-90 +70/-90 .70'.90 +70/-90 +70/-90 +70/-90 +70'-90 +70/-90 +70/-90 +701-80 +70/.88.9 +70/40 +70/.89.2 +701.90 .70/84.3 +70/-89.2 +701-75.2 +70/-77.7 +701-71.2 +70/.74.3 +70'.71.8 +70/.73.7 +1-87.8 +70/-701 TABLE 7: al Design Pressure (ps0 br Windows Attached ton Hodzontal Frame Assembly Tube Window Width under 23' 2615/16' 273/4" 30" 33-1/2" 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All under 23' +70/.90 All +70/40 All +7440 All +70/40 B +7W-82.1 A, C 80 +70/-90 A +70/-90 B +751-76.6 ca0 +70/40 A +70/40 8 +70/.74.3 ChD +70/40 2510118' +70/40 +70/40 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.8 +70/40 +7d40. + +771 7%90 38.3/8' +70/40 +70/40 +70/-90 +70/-90 +701/-90 +70/40 +70/.80 +70/40 +70/.90 +70144 +70490 • •70/4/0 48' +70/-90 +70/40 *70/40 +70/40 +70/-90 +70/40 +70/40 +70/4o 504/8" +7440 +70/40 +70/-90 +70/40 +70/40 +70/40 +70/-90 +70/.90 +70/-90 +70// •+70/-89.9 • Prix .11 170/49.2• +90/.892 60' +70/40 +70/40 +70/-90 +70/-88.5 +70/-80.6 +7W-80.6 +70/-77.7 +70/-77.7 +70'-71.7• +7(91-11109 +70/94.3 •*70'.76.3 63' +70/.90 +70/40 +70/-90 +70/44.3 +70/-78.6 +70/-78.5 +70/-73.7 +701-73.7 +70/-73.7 +70/-70.1 +70/.70.1 +70/-70.1 72' +70/40 +70/47.2 +701-77.7 +70/-71.5 +80/-82.4 +801.62.4 +60/40.9 +80/80.9 +80/40.9 +/-59.3 +/-59.3 +/-59.3 76' +70/-90 +75/44.6 +70/-75.7 +/-87.3 +/-58.9 */-88.9 +/57.2 +157.2 +/j7.2 • j/sts5.8 +401j.6 • •V-85.8 84' +70/40 +701.80.4 +70/-71.3 +60/42.1 + /54.2 +/54.2 • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WI •• • •a• • •• • • • • ••• • • WINDOW HEIGHT 10' MAX. I •• • WINDOW • WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIFID FOR THE FRAME ASSEMBLY •TjJBE• • • • • • • •• • • •• • • • • •• • FRAME 10' MAX. -►I 1. . ASSEMBLY TUBE WINDOW HEIGHT L _ WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 1 D: g0 co 0 a ® SON n N rV W Z W m \ zzU N ZOz 0 .0 oZ Z w 11111111//I//i `M/l ", `Ss 4. .•10ENSE (� * No. 58705 I�Ji3 Liu; STATE OF J•�4V` NAI. �� ` A. LYNN MILLER, P.E. P.5.658705 CERT. OF AUTH. #29296 ••• • • • • • • • • • • • • •• •• • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • TABLE 8 WINDOW HEIGHT 1- WINDOW wiorH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SGP - 3/16 AN) wrrtar Approved nr complylag with the Florida aiding Cod Date?DI NORM f/0/ Aprimi MI ID de ProductCys - Window W idh Design Pressure (peg br Single Windows, Ail Anchor Groups Window Width under 23" 25.15/18' 27-3/4' 30" 33.112' 35" 37' Anchor Group under 23' +901-130 +901.130 +90/.130 +90/.130 +901.130 +90/-130 +931-130 B 25.15116" +901-130 +901-130 +90/.130 +90/-130 +90/-130 +90/-130 +901.130 8 383/8' +901.130 +90/-130 +901.130 +901.130 +90/-130 +901.130 *901.130 C & D 48' +90/.130 +901-130 +901-130 +90/-130 *901-130 +90/-130 +901-130 +70/.90 50518" *90/.130 +901-130 +90/.130 +90/-130 +90/-130 +90/.130 +901.130 *70/40 60' +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/.130 +901-130 63' +90/-130 +901-130 +951-130 +901-130 *90/.130 +90/-130 +90/-129.8 72' +90/.130 *90/-130 +90/-130 +90/-130 +90/-129.1 +90/.122.5 +90/413.8 76" +90/-130 +90/-130 +901.130 +90/-130 +90/-124.1 .90/.116.7 +901.107.8 84' +90/-130 +901-130 +90/.130 +901-130 *90/-116.4 +751.90 +70/-90 WINDOW HEIGHT 1- WINDOW wiorH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SGP - 3/16 AN) wrrtar Approved nr complylag with the Florida aiding Cod Date?DI NORM f/0/ Aprimi MI ID de ProductCys NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 ---- WINDOW HEIGHT Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window W idh Window Wirth under 23" 2515/18' 27.3/4" - 30" 33117' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A 5 C&0 8 A,C&D A 8 C & D A B C&D B A,C&D A B C & D N under 23" +70/.90 +70/.90 +70/-90 +70/-90 *70/.90 +7W-90 +70/.90 +70/40 +701-90 +701.90 +70/-90 +70/.90 +70/.90 +70/-90 +70/.90 *70/40 +70/-93 +70/-90 *701.90 +70/-90 2515118" +70/-90 +70/-90 +70/40 +70/-90 +70/40 +70/.90 +70/-90 *701-90 +70/.90 +70/-90 *731-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 *75/.90 +70/.90 +70/-90 +70/-90 38-3/8" +70/.90 +70/.71.6 +731-90 +701.93 +751.81 .70/-93 .70/.90 +70/-90 +70/-90 +70/.90 +731-90 +70/.90 +751.90 +70/-90 +70/.90 +70/.90 *701-90 +70/40 .701.90 +70/.90 48" +701-731 +157.3 +70/.90 +701.90 +/84.8 +70/.93 +70/-90 +70/.90 +70/40 +70/-90 +70/.87.8 *70/-90 +7040 *70/-90 *70/-90 +70140 +70/.93 +701-90 +70.88.9 +70/-90 50-5/8' ./89.3 .1-54.3 +701.90 .70/-90 */41.4 +70/.50 +701-90 +75/-90 +70/-90 +70/.90 +70/.83.2 +70/-90 +731.90 *70/-90 .731-90 +70/.89.2 +701-90 +70/.90 •751.84.3 +70/.90 60" ./58.5 +1.45.8 +701-84.7 +70/-90 +151.8 +731-81.2 +70/.90 +701-75.9 *75-90 +70/49.6 +701-70.2 +70/.90 +701-80.3 +70/-78.6 .70/-90 .701-752 +701.90 +70/-90 +701.71.2 +701.90 53" +/-55.7 +1.43.6 +70/-80.7 +70/-89.5 +/-49.3 +70/.77,3 +751-90 +70/-72.3 +75l-90 .70/-85.3 .188.9 +70/.90 +70/-78.5 +70/-74.9 +701.90 +70/.71.6 +70/.90 +70/48.5 +187.8 +701.90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 ---- WINDOW HEIGHT Design Pressure (ps f) for Windows Attached to a Horizontal Frame Assembly Tube FRAME ASSEMBLY Window Wirth under 23" 25-15116" 27-3/4' 30" 33-112" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Mchor Group Anchor Group Anchor Group Anchor Group (4). IF REG. Al All All All 8 A,C&D A B C&D A B C&D t ]1 i60" under 23' +751.90 +70/.90 +70/-90 +70/-90 +70/.821 +70/.90 +70/.90 .70/.78.5 +70/-90 +70/.90 +70/-74.3 +731-90 2515/15" +70/.90 +70/-90 +70/-90 +70/-90 •70/-90 +70/-90 *70/.88.8 +70/-90 +70/-90 a +701l.44 •*741-90 +70'.90 38.338.315'+70/-90 +70/-90 +701-90 +70/-90 .701.90 .701.90 .70/-90 +70/-90 .70(00/ +70/• • +7 r-919. 01-70190 • 48" +70/.90 *70/.90 +70/-90 +70140 +70/.90 +731.90 +70/-90 +70/-90 +70490 /.86 +70• •*-910 •+70090 • 505/8' +70'-90 +70/-90 +70/40 +70/40 .70/.90 .751.90 +70/-90 +70/-90 +701.9 • +7014 /. • +71.94, ar70:4 • +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/.90 +70/-90 *701-90 +70165 AA -ie 9761.90 • +7090 • 63" +70/-90 .70/-90 +70/-90 +70/.90 *701-90 N0/-90 +70'-90 +70/40 +70/40 +70/.90 +701.90 +731-90 72" +751.90 +70/-90 +70/-90 +70/-90 +701.90 +70/.90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 .701-90 76" +70/.90 +70/.90 +701-90 +70/-90 +70/-90 .751.90 +70/-90 +70/.90 +V.90 • • j70l-90 57'-940 • 0.70/.90 84" •731-90 +70/40 +701.90 +70/.90 .701.90 +70/40 • • • • a. - • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 ---- WINDOW HEIGHT FRAME ASSEMBLY II TUBE 10' TMAX. I ADDITIONAL ANCHOR • • (4). IF REG. 1 • J WB4DOW WIDTH L �- ESE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • TUBE.• • • • • • • •• • • • • • • •• • • • •• • • •• • • • ••• • • • •• • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N A co 0 8 O 1 2 cnO gO 2 d Z6 9 0/2 0 h U 2 N a 1 ONO N 8,)%4;', o�xG? v8'/J rag0 oZ I//rlr, \.\` SON.( LYNN 4/ ///,, No. 58705 * �Q�•,, STATE OF [(/\ 'S''llS I�NA� E A. LYNN LER,1P.E. P.E.M 68705 ,11111 0 O V ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 11: • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI, IG: (3/16" T - 1/4" AIR - 3/16" HS - .09(r SGP - 3/16" I -IS) WINDOW HEIGHT wINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS A140 QUANTITIES. Approved n1 complying with the Florida Uulding Code Date NOAH_ M4ail 0deProduel ••feel 8y, 1/Aft„. VAi-,�i Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window W Idh Design Pressure (pet) for Single Windows, All Anchor Groups Window Width under 23' 25-15/16' 27-3/4' 30' 33.1/2' 35' 37' Arrcho Group under 23' *90/-130 +901-130 +90/-130 +90.130 +901-130 +901-130 +90/-130 8 25.15/18' +901-130 +90/-130 +901.130 +90.130 +901.130 +901.130 +90/-130 8 38.3/8' +901-130 +90/-130 +901.130 4901.130 +90/-130 +90/-130 *901.130 %. 48' +90/.130 +90/-130 +90/-130 +90/-130 +901.130 +901-130 +901.130 ! 505/9' +99/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 +901.130 80' *901.130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 490/-130 83' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 4901.130 72' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 78' *90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 94' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +70.90 +70.90 • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI, IG: (3/16" T - 1/4" AIR - 3/16" HS - .09(r SGP - 3/16" I -IS) WINDOW HEIGHT wINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS A140 QUANTITIES. Approved n1 complying with the Florida Uulding Code Date NOAH_ M4ail 0deProduel ••feel 8y, 1/Aft„. VAi-,�i TABLE 13: Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window W Idh Windo0 Width under 23" 25.15/18" 27.3/4" 30" 33.112" 35 37" Arrcho Group Mchor Group Ancho Group Anchor Group Mchor Group Moho Orap Anchor Group Mchor Group A 8 C 0 A B C&D - B A,C&D A 8 C&D A B C&0 8 A,C&D A B C&D g. 1 K under 23" +70/-90 +701.90 +70/-90 +701.90 +70/-90 +70/-90 .70/.90 +70/-90 +70/-90 +701-90 +701.90 +70/-90 .70,90 +701-90 +70.90 +70/.90 +70/43 +70/-90 +70/-90 +70/.90 2515/16' .701.90 +70/90 +701-90 .10190 +701-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/40 +701.90 +70140 +70/-90 .701.90 +70/-90 +70.90 +70/-90 +70/-90 +70/-90 38.3/8" +70/90 .70'-71.8 +70/90 .70/43 +701-91 +70/40 +70/-90 +70/-90 +70-90 +70/-90 +70.90 +70.90 +70.90 +79/-90 +70.90 +70.90 +70.90 +70/.90 +70/-90 +70.90 48" +70/-711 +/47.3 +70/.90 +70.90 4/414.8 +70/-90 +701.90 +701.90 .70-90 +70/.90 +70/-87.8 +70/-90 .70-90 +70/.90 .70-90 +70/-90 +70/43 +70/-90 +70.88.9 +70/-90 b0 .5/8" +/-89.3 4.54.3 +70/.90 +70140 */41.4 +70-90 +70/-90 +70/-90 +70.90 +70/-90 .701.93.2 +70/.90 .70-90 +70/-90 .7090 +70/-99.2 +701.90 +70/90 +7094.3 +70/.90 80" 458.5 4.45.8 +701-84.7 +70/90 +/41.8 +70-81.2 +70/-90 +70x6.9 +70-90 +701-89.8 +70/.70.2 .70/-90 +701.80.3 +70/.78.8 .10.90 +70/452 +701-90 .70/.90 +70-71.2 +70.90 03" +145.7 +1.43.0 +701-80.7 +70$9.5 +/-49.3 +70.77.3 +70/.90 +70.72.3 +70.90 +70.85.3 +/-98.9 +70/.90 +70/-78.5 +70/-74.9 +70-90 +70/-71.8 +701.90 +70/.885 */.67.8 +70/-90 TABLE 13: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • •• • • •• -•- • • - • - • Design Pressure (psi) for Windows Attached 10 a Hor¢ontal Frame Assembly Tube T WINDOW HEIGHT f 1 Windo0 Width I WINDOW WIDTH under23' 25-15/16' 274/4" 30' 33-1/2' 35" 37' Anchor Group Mchor Group Anchor Group Mchor Group Mchor Group Mchor Group Mchor Grow Mchor Group All All All All B A,C& 0 A 8 C&0 A 8 C& 0 1 i under 23' +70-90 +7090 +7040 *70.90 +7042.1 +7040 +70-90 +701-78.5 +70-90 +70/-90 +70/-74.3 •70140 25.15/16' *7090 +7040 +7040 +7040 +70-90 +7040 +70148.8 +7040 +70199 • 476/-84• •70-9• •70/40 38.3/8' +7090 +70'43 +7090 +7040 +70.90 +7040 +7090 +70/43 +;(X-90 +7 (-90• •:70:90: /O/-23 48' +70-90 +7040 +7040 +7040 +70.90 *70-90 *70-90 +701-90 *70190 •71RR-90• •70190 • WW -40 50.6/8" *7090 +7040 +7090 *7090 +70-90 +7040 +70-90 +701-90 +A • 471/r -s- • :.70r9: • -10 I 80- +70-90 +70 90 +70/40 +70-90 +70-90 +7040 +7040 +70/40 +70/43 +70/-90 +70/-90 +70/-90 63' +7090 *7090 +7090 +70.90 +70.90 +70.90 +70'40 +70/-90 +70/-90 +70/-90 +7040 +70/-90 72' +7040 +70'40 +70-90 +70'40 +7090 +7090 +7090 +791-90 +70.9.0 +701-90 +70/-90 +70/-90 76" +70-90 +70.90 +70-90 +70.90 +70-00 +7090 +7040 +701.90 • 6 j0-90 • *701-9 , t 7077 0. .704d-, 84' +70.90 +7040 +70 90 +70-90 +7040 +7040 6__ • • • • • r NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • •• • • •• -•- • • - • - • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. 1.--- i T WINDOW HEIGHT f 1 10' TMAX. • • �"i I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RE¢UIRED FOR THE FRAME ASSEMBLY Fif • • • - ••- 10' MAXI-�- 1 WINOOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 L.L1 Tr a. 1- cg< z g I 0 -. co LL CC O. 0 coW re 0o- 0 A Z (1) Z_ w 3 Y I a 0 Z LLI n O zr g- kU 9. ON m JO r`U x W f/1 < z f 0 W a Y O 0/Z z `�t11111111/1/ * ' No.58705 * 'Pox's,: STATE OF /1/S/ONAL 1�` A. LYNN MILLER, PE. P.E.e 58705 ••• • • • • • • 000 • • • • • • • • • • ••• • • • • • • • • • • • • • • •- •- • • • •• •• 000 • • • 000 • • TABLE 14: • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT WINDOW wiorH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. npprorrd ns cn,+plyl"g pith tint F1,14,1 i-,iJirlt die 03ty IYOu MI5o e PM( us! G69 M J la - Window Width Design Pressure (par) for Single Windows, All Anchor Groups Window Width under 23" 25-15116" 27-314" 30' 33-1/2" 35" 37" Anoho Group and r 23' +70/-90 +701-90 +701.90 +70/-90 +701.90 +70/-90 *701.90 8 2616/16" +70/-90 +701-90 +70/90 +70/-90 +70/-90 +70/.90 +70/-90 B 38.3/8' +701-90 .70/-90 +75/40 +70/-90 *701.90 +70/-90 +70/-90 +70190 48" +7W-90 +70/40 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701.90 50.6/8" +70/-90 +70/-90 470/-90 .70/-90 +70/-90 +70/-90 +70/-90 +70/-00 60" +70/-90 +70/-90 +70/40 +70/.90 +701.00 +70/48.6 +70/44.6 63" +701.90 +701.90 +70/-90 +70/-90 +70/47.2 +701.84 +70/-79.9 72" +70/-90 +70/.90 +70/48.5 +70/41.5 +601-70 +60/49.4 +8(-67.6 76" +701-90 +70/-90 +70146.3 +70/-76.7 +60/47.2 +50/45.2 +80/43.3 54" +70/-90 +70/-90 +70/41.3 +60/-70 +50141.5 +70/.0 +70/40 • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT WINDOW wiorH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. npprorrd ns cn,+plyl"g pith tint F1,14,1 i-,iJirlt die 03ty IYOu MI5o e PM( us! G69 M J la BLE 16: Design Pressure (p50 for Windows Attached toe Vertloal Frame Assembly Tube Window Width under23' 25-18/18' under 23' 25-15/18' 27-3/4' 30' 33.112" 35' 37' Anoho Group Anchor Group Anoho Group Anchor Group Anchor Group Antro Group Anoho Group All A 8 C 0 A B CSD B A,C8D A B C&D A B C & D B A,C80 8 A,C&D +70190 under 23' +70190 +70/40 +70/-90 +70/40 +70/40 +701-90 +70/-90 +701.90 +7040 +70/90 +701-90 +70/.90 +70/.90 +701.90 +70/-90 +70/-90 +70/-00 +70/-90 +70/40 2615/18' +70/43 +70/40 +70/-90 +70/40 +70/90 +70/40 +70/40 +70/-90 +70/.0 +70/40 +70/90 +70/40 +70/-90 +70/-90 +70/40 +70/90 +70140 +70190 +701.90 39-3/8" +70140 +701.71.8 +70/40 +70/90 +70/-81 +70/40 +70/40 +70/-90 +70/40 +70190 +70/40 +70/90 *70190 +70/.0 +70/90 +70/.0 +70/40 +70/40 *70/40 48" +70/-73.1 +/47.3 +70/-0 +70/40 +/44.9 +70/90 +70/-90 +70/40 *75/40 +70190 +70/47.8 +70/40 +70140 +701-78.6 +70/-90 +70/40 +70/40 +70/48.9 +70/40 504/8' +/49.3 +1.54.3 +701-90 +70/40 +/41.4 +70/40 +701.90 +70/40 +70/-90 +70/40 .70/43.2 +70/40 +70/40 +701.74.8 +70/40 +70/-89.2 +70/40 +70/44.3 +70/40 60' +/-58.5 4/45.8 +70/.84.7 +70/40 4/41,8 +70/.81.2 +70/-90 +70/-76.9 +70/40 +70/49.6 +701.70.2 +70/90 +70/40.3 +/42.9 +75/40 +70/.75.2 +70/48.6 +701.71,2 +70/44.6 53" +/65.7 4.43.6 +70/40.7 +70/49.5 +/.49.3 .70/-77.3 +70/-90 +70/-72.3 +70/40 +70/45.3 4148.9 +701.90 +701-76.5 +/-59.9 +70(47.2 +70/-71.5 +70/44 +/47.8 +70/-79.9 BLE 16: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • • • •• • • ••• • • WINDOW HEIGHT Design Pressure (psi) for Windows Attached toe Horizontal Frame Assembly' 'Me Window Width under23' 25-18/18' 273/4" 30" 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All All All 8 A,C&D A B C & 0 A B C & D i60' g under 23' +70/40 +70/40 +70/40 +70190 +70/-82.1 +75/90 +701-90 +701-78.5 +70190 +70/40 +70/.74.3 +70/90 25.15/16' +70/40 +701.90 +70/40 +70/40 +70/40 +70190 +70/48.8 +70/-90 +70/.9% a +jQ1-3,1 • +79/0 • +70%90 • 383/8" +70/40 +70/90 +70/40 +70/40 +70/40 +70/90 +70/40 +70/43 +70-90 +70/99 • +77/90• 4•70990 • 48' +70/40 +70/40 +70/-90 +70/.90 +70/-90 +70/40 +70/90 +70/40 +7°591+7194 r• =$- :+7141 • 4+70990 • 606/8' +70/40 +70/40 +70/40 .70/40 +70/-90 +70/90 +70/-0 +70/40 +70/40 4 +70/96 • +70/9011 +70190 +70/40 +70/-90 +70/-90 +70/-90 +701.0 +70148.8 +70168.8 +70118% +r�-8Z8 4/64.9 • +70/ 4.8• 63' +70/40 +70/40 +701.0 +70/40 +70/47.2 +70/47.2 +70/44 +70/44 +70/64 +70/.79.9 +70/.79.9 +70/-79.9 72' +70/40 +70/40 +70/48.5 +70/41.0 +601-70 +601-70 +60/49.4 +60/49.4 +80/-69.4 480147.8 +80/47,6 +60/47.6 78' +70/.90 +701.90 +70/48.3 +70/-78.7 +60147.2 +60/47.2 +80/45.2 +60/45.2 +80/45.25 085/43.3 .9-834 • •60/43.3 84' +70/40 +70/.90 +70/41.3 +60/-70 +60/61.8 +60/41.8 • • • = : • a NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • • • •• • • ••• • • WINDOW HEIGHT 1 ---- 1 + I FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL • • ANCHOR I (4), IF REQ. I • • -`1 WIDTH I WINDOW SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • REQUIRED FOR THE FRAME ASSEMBLY ?URE. • • • • • • •• • • •• • • • • •• • FRAME 10'MAX -�-I ASSEMBLY TUBE WINDOW HEIGHT L WINDOW I - WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 O AO co O O 2 0 O LL A co Z U L-- \ 7111117/r! \*' �\CENSE '•�tc•Q !� * No. 58705 ��`� T TE OF3 •. )�: ",,' DNA\ \` . A. LYNN MILLER, P.E. P.E.a687E5 ••• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • TABLE 17: TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 1 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. - Window Wldh Design Pressure (pal) br Single Windows, All Anchor Groups Window Width under 23• 25.15116" 27-3/4' 30' ' 33.1/2' 35' 3r Ancho Group under 23' +90/-130 +90/-130 +90/-130 +901-130 +901.130 +90/-130 +90/-130 0 25-15/16' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901.130 +90/-130 B 383/8• +901-130 *901.130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 C&D 48' *90/-130 +90/-130 +901.130 +90/-130 +90/-130 +90/-130 +90/-130 +70/.90 505/8• +90/-130 +90/-130 +901.130 +901-130 +90/-130 +90/-130 490/-130 +70/-90 60' +90/-130 +90/-130 +901.130 +90/-130 +901-130 +90/-130 +901-130 +70/40 93' +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +70'-90 72• +90/-130 +901-130 +90/-130 +901.130 +901-130 +90/-124.6 +90/-115.7 +70/-90 76' +90/-130 +90/-130 +90/-130 +90/-130 +90/.128.2 +90/-116.7 +90/-109.6 84' +901-130 +901.130 +90/-130 +901.130 +901.118.4 +701-90 +70190 TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 1 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 19: Design Pressure (ps0 far Windows Attached to a Vertical Frame Assembly Tube Window Wldh Window Wdlh under 23" 25-15/16" 27.314" 30" 33112" 35" 37" Ancho Group Anchor Group Ancho Group Anchor Group Anchor Group Ancho Grap Anchor Group Anohor Group A 0 C 0 A B C&D 0 A,C&D A B C & D A 8 0&0 B A,C&D A B C&D t f A48" under 23" +701-90 +701-90 +701-00 +70/-90 +701-90 +701-90 +70/.90 +70/-90 +701.90 +70/-90 +701-90 +70140 *791-90 *70/-90 +70'-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 2515116" +701.90 +701.90 +70/-90 +70/40 +701-90 +70/-93 +701-90 +70/90 +701-90 +701-90 +791-90 +70/-90 +70'-90 +701.90 +70'-90 +70/-90 +701.90 +70/.90 +70/-90 +70/-90 38.3/8' +70/-90 +70/-71.8 +701-90 *701-90 +701-81 +70/-90 *701.90 +701-90 +70/-90 +70/-90 +70/-90 +79/-90 +70'-90 +70/-90 +791-90 +701-90 +70190 +701-90 +701.90 +701-90 +70/-90 *701.731 057.3 +701.90 +70/.90 +144.8 +70/-90 +70/.90 +70/.90 +791.90 +701.90 +70/47.8 +70/-90 +70/-90 +701.90 +70'-90 +70/-90 +70/90 +701.90 +701-88.9 +701-90 50.5/8" +/49.3 +1.54.3 +70/-90 +701.90 *151.4 +701-93 +70/90 +70/-90 +70/.90 +70/-90 +70/-83.2 +70/-90 +70.90 +70/.90 +791.90 +701.892 +70/90 +70/-90 +701-84.3 +7111-90 80" +/-58.5 +1-45.8 +70/-84.7 +70/.90 051.8 +70-81.2 +701.90 +70/-75.9 +791.90 +701-89.8 +701-70.2 +701-90 +70/-80.3 +701-78.8 *791-90 +701.75.2 +70/40 +70/-90 +70/-71.2 +70/-90 63" +1.55.7 +/-43.8 +70/.80.7 +70.49.5 +/49.3 +701-77.3 +701-90 +791-72.3 +701-90 +701-85.3 +148.9 +701.90 +701.78.5 +701.74.9 .70/.90 +701-71.6 .70/40 +701.86.5 +147.8 +701.90 TABLE 19: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • .• ••• • • • • •• • • • • •• • • •• Design Pressure (pal) for Windows Attached to a Hodzontsl Ponta Assembly Tuba WINDOW HEIGHT Window Wdlh I WINDOW WIDTH under 23' 25.15/16' 273/4' 30" 33.1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anohor Group Anchor Group Anchor Group All A9 All All B A,C&D A B C&0 A 8 C&0 148" under 23" +701-60 +70190 +70/-90 +70/90 +70/42.1 +7W-90 +70/40 +70/.78.5 +701 j0• 30/00 . +7-74.3. +7/40• 25-15/16" +70/-90 +70/-90 +70/-90 +701$0 +70/-90 +70/-90 +70/48.8 +701-90 .79.90 +70144 • +J0/-90 • +79/-94 38.3/8' +70/-90 +70/-90 +70/-90 +70/-00 +70/-00 +70'43 +701-90 +70/-90 +78-110 +7.0 0 .' 0/$ : Ntle +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/.90 +70/40 +7W-90 *70/.90• +70600 i 070/.98 • +70/44 505/8" +70/-90 +70/.90 +70/-90 +70/-90 +70/.90 +7a-90 +70/90 +70/.90 +7l 41b 400111%0 *10/-90 • Ni i-ot} 60" +70/-90 +701-90 +70/-90 +70/.95 +70/.90 +70/-90 +70/-90 +7W-90 +701-90 +70/-90 +701.90 *791.90 63' +70/-90 +70/-90 •70/.90 +7049 +701-90 *791-90 +70/.90 +7W-90 +70/-90 +701.90 +70/.90 +701-90 1r +70/-90 +70/-90 +70/-90 +70/.90 +791.90 +7W-90 +701.90 +70/-90 •70/-90• • *70/.90 •+1W-90• • +70/-90 4 78" +7W-90 +70/40 +70/-90 +70/-90 +7W-90 +7W-90 +70/.90 +70/-90 • +7Q1.90 : +70/-90 1 •+70/40S +70/-911 84" +70190 +70/-90 +70/-90 +791.90 +7W-90 +7W-90 • • • • .1 • • • 4 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • .• ••• • • • • •• • • • • •• • • •• SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • ••• 10' MAX --e►I {►- WINDOW HEIGHT J_ WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved ne co5lplytag with Otte 17arlda Wilding CO( e Dale r, 610A Ma IO. 1,111111 1111 * I No. 58705 '•, STATE OF . 41:1 �/'/SS/oNA.. `E ‘`. A. LYNN MILLER, P.E. P.E.4 88705 ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME ASSEMBLY 71113E ADDITIONAL ANCHOR (4), IF REQ. f-_ rr WINDOW HEIGHT _1__I___ 10' MAX. • 1 • -�'1 I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • ••• 10' MAX --e►I {►- WINDOW HEIGHT J_ WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved ne co5lplytag with Otte 17arlda Wilding CO( e Dale r, 610A Ma IO. 1,111111 1111 * I No. 58705 '•, STATE OF . 41:1 �/'/SS/oNA.. `E ‘`. A. LYNN MILLER, P.E. P.E.4 88705 ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item Dwg. # Description Material 1 7002 Main Frame Head, 501 &Jamb 6083-T6 Alum. 2 7071 Anchor Plate 6083 -TO Alum. 3 7003 Sash Top, Bottom & Side Rall 6083 -TO Alum. 4 7008 Frame Corner Key Steal 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tle Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Laml Bead 8 808346 Alum. 36 7042 Lam! Bead C 606348 Alum. 37 7059 Lami Bead D • 6063 -TB Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon 8ackbedding 60 7006 Screen Frame 3105.114 Alum. 61 7040 Screen Corner Key Polypropcene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6083-18 Alum. 71 7004 Frame Assy Tube 6083.16 Alum. 80 #8.32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 68 x 1/2" Ph. Pn. SMS Stainless Steel 82 98 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 l'[11 CO SASH CORNERS FRAME CORNERS INTERIOR 90 000 • • ••i,•‘1 (�Y/7Yi • •• ••N•"!• .E • • • !`f:• •. •• ••• • • • b* 14..58705 • • • L �•TATE OF• •re • • •-••,p '•. • 41.41 ••• •• • • 5 A1IINA\-\••• • A. LYNN MI 11U.ER, P.E. P.EA 58705 OFRAME HEAD, SILL & JAMB #7002, 6063-T6 --�{ 1.368' 1L 4 .441' .095' J 2 ANCHOR PLATE #7071,6063-T6 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" 1.01.000' ,423' jam --a FIXED I 64 SCREEN FRAME #7006, 6063-T6 705' �— .050' .523' J l r'- .050' — if .865' [1 .885" IIILLL 35 BEAD B 36 BEAD C #7036, 6063-T6 O #7042, 6063-T6 i_711-"2" 870' 111666��11 ,050' k- .509' 37 BEAD D #7059, 6063-T8 .125' .062' 1.124' �-- �r 2.701' .093' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 J .003' 2.203' .093' 70 ADDON FLANGE #134, 6063-T6 1 Revised By: Dote: Revision: Revised By: Dote: Revision: Approved sr complying with the Bul01n C� Dntc fiOAe Dale_ ) AI and Dade oduel C trol 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: BOM AND CORNER VIEWS Drown By: J ROSOWSKI roe: CASEMENT WINDOW DETAILS - LM & SM Dole: 08/08/12 CERT. OF AUDI. #29296 Series/Model: Stole: Shoot: Drawing No. Rev: CA -740 NTS 10 OF 10 MD-CA740-LM ••• • • • • ••• • • • •—•—•--0.--• 0 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0410 • • DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.aov/economy DESCRIPTION: Series "CA-74OF Fixed Casement" Aluminum Fixed Window• !L;M.I. • • • : • . • •• APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Winda Details • LM", sheets 1 through 11 of 11, dated 08/08/12, prepared by manufacturer, signed Al sealed by dknthony • • •; Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval %tarl>p'with :1181418tice Qt • Acceptance number and approval date by the Miami—Dade County Product Control Section. • • • ' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. •• •• .... • •' LABELING: Each unit shall bear a permanent label with the manufacturer's pante br logp, city, state,...:L, model/series, and following statement: "Miami -Dade County Product Control Approv ell", untelnterierwi9e 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 consists of this page 1 and evidence page E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED NOA No. 12-1218.11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC TAX N-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, 1/V8203-94 • along with marked -up drawings and installation diagram of a seri»CA74QF• : • • aluminum fixed window, prepared by Fenestration Testing Lar ary, Inc. Test ' Report No. FTL-7063, dated 09/17/12, signed and sealed by mblitT D. Bix3soti, P.E. . C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, comptlyiug 4vith FBC-2010, ' dated 12/07/12, prepared by manufacturer, signed and sealed byAn1honyl:yni;Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentiyGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 Manuel Per .l . Product Control Examii r NOA No. 1 -1 .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1.12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED OIRECttY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12• THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7083, 3579, 3680, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANS6AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 60" WIDTH 53' VISIBLE LIGHT WIDTH (DLO) 4" MAX r-► B, SEE SHEET 2 A 69" VISIBLE LIGHT HEIGHT (DLO) 23' 0.0. MAX. IF HEAD OR SILL IS 80" OR LESS. 19' 0.C. MAX. IF HEAD OR SILL IS OVER 80". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: HT Glass Types Sheet # 1 5/16" Laml (1/8 An - .090" PVB -1/8 An) 6 .MAX. 19' O.C. MAX. IF JAMB IS OVER 80". / / A, SEE 7 SHEET HEI 3 23' O.C. MAX. IF JAMB 13 60" OR LESS. 9 \ f 19' 0.C. MAX. IF HEAD OR SILL IS OVER 80". TYP. ELEVATION OF FIXED CASEMENT WINDOW TABLE 1: HT Glass Types Sheet # 1 5/16" Laml (1/8 An - .090" PVB -1/8 An) 6 2 7/16" Laml (3/16 An - .090' SGP - 3/16 An) 8 3 7/16" Laml (3/18 HS - .090" SOP - 3/16 HS) 9 4 7/8" Laml. 10 (1/8" An - 7/16" Alr - 1/8' An - .090" PVB - 1/8' An 10 6 7/8' Laml. 10 (1/8' T - 7/16" Alr - 1/8" An - .090" PVB - 1/8" An 7 6 7/8" Laml. 10 (3/16" An - 1/4" Air - 3/16" An - .090" SOP - 3/16" An 8 7 7/8" Lemi. IG (3/16' An -1/4" Air - 3/16' HS - .090" SGP - 3/18" HS 9 8 7/8" Lam'. IG (3/18" T - 1/4" Alr - 3/16" An • .090" SGP - 3/16" An 8 9 7/8" Laml. 10 (3/16" T - 1/4" Alr - 3/16" HS - .090" 8(3P - 3/16" HS 9 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES...—. 4-5 DESIGN PRESSURES 6.10 ASSEMBLY DETAILS/BOM 11 11111111111/ • • • ```•‘‘0a{ LYNN n,1/...?y v4.\\.•'•1,10ENSF '..c.,p ..' No. 58705 :-O'a 15:)3 •:.LLA• 'iO',..•'. FLORIOP' • (''s - - ,yliSSioNA1; Q1.`: A. LYNN MILLER. P.E. P.E.f 58705 5116' ASS STACK ,1 1� GLASSSTACK I/O' ANNEALED GLASS EXTERIORr, 0 a 1V16"GLASS II BITE L 0 .090' DUPONT SUTACITE PVB 116• ANNEALED GLASS GLASS TYPE 1 716- NOM. GLASS STACK •.e— EXTERIOR © M1I'JIl ® ® 0 7116• AIRSPA fro" ANNEALED OR TEMPERED GLASS •• • • 0/18" LAMINATED GLASS STACK 1/6• ANNEALED GLASS II4•AIRSPACE 3I18' ANNEALED 7/15' LAMINATED GLASS STACK 3116' ANNEALED OR MEATSTRENOTHENED GLASS EXTERIOR .060- DUPONT SOP 3110' ANNEALED OR HEAT -STRENGTHENED GLASS 11/18' GLASS BITE GLASS TYPES 2 & 3 116' NOM. GLASS STACK .060' DUPONT BUTACITE PVB 119•ANNEALED GLASS 11/16' GLASS BITE GLASS TYPES 4 & 6 • • • 716• NOM. GLASS STACK 1/4" AIRSPACE 311Ir TEMPERED GLASS EXTERIOR a GLASS EXTERIOR 7/16• LAMINATED GLASS STACK 3115- ANNEALED OR HEATSTRENOTHENED GLASS 090'OUPONT SOP 3/19' ANNEALED OR HEAT -STRENGTHENED GLASS 11/18" GLASS 81 E GLASSTYPES6&7 1 It GLASS ED OLASSSTAOSTACK 3118'ANNEALEDOR HEAT -STRENGTHENED GLASS .080' DUPONT SOP 3/19' ANNEALED OR HEATSTRENOTHENED GLASS 11/16' GLASS 01 E GLASS TYPES 8 & 9 •• • 6• • • •• ••• it, Wood By: • • • piped By: Dote: Revision: Dale: Revls/nn: Approved a4,omplyleg s1ta tae Florid 9 Deldinl C Del, T/OA A anti 107:jECIINOL&GY DRIVE. • N.•VEPCE, FS 34225 F.O• BOX •1629 NOKOMIS, FI. 34274 • Description: GENERAL NOTES & ELEVATION Drown By: J ROSOWSKI f IIET CASEMENT WINDOW DETAILS - LM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/9ode,, CA -740 Stage: NTS Sheet: 1 OF 11 Drawing No. MD-CA740F-LM Rev: ••• • • • • ••• • • • •—• •___• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE VISIBLE LIGHT HEIGHT (DLO) INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. BUCK HEIGHT VERTICAL SECTION B -B INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. NOTES: CONCRETE/CMU PER ANCHOR REQUIREMENT BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET 4 EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE ® HEAD, SILL & JAMBS SEE DETAIL Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X 10' MAX —�{ INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. W000 BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4', VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 10' MAX 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT —'--e► SEE DETAIL A2 BELOW DETAIL Al NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Edo of the Frame Asssmbiy TOW (FAT) �, Window Anchor Type LL Width A 8,0.40 17' • 22.9' 0 0 23'-25.9' 0 1 28Y 1 1 F Window Anchor Tips . Height A 8,080 17'•22.9' 0 0 • 23' - 25.9' 0 1 28'+ 1 1 `L\\111111111/r • • • • • • • • • • • • / 1Rvlsed By Dote: LYNN Mid 14 •• �� '��,.•4\CENSE •'.�c,,Q • v.: h rt•L • • No. 58705 * r. 3181 :w:•• STA E F 8. r;+` • �'��( FC ORIOP.•'•�� • S,S�ONAI. "� • • • A. LYNN MILLER P.E. RES 58705 • INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL, #12 STEEL SELF•DRILLING SMS. SEE TABLE 3, SHEET 4. OADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT; WINDOW HEIGHT .7 Revision: ��/VW" aA • _e • *wed By Dote: Revision: �® Description: • • .. • • GENERAL NOTES & ELEVATION • 1074 TECHNOLOGY DRIVE* •tie:• • Dote: •N.S/ENCE, F• 34216 •f) EI= CASEMENT WINDOW DETAILS - LM 08/08/12 4P.O•BOX •3929 NOK•MIS, FL•34274 • • Series/nodal: Scale: Sheet: Drawing No. Rev: CERT. OF AUTH. (f29296 CA -740 NTS 2 OF 11 MD-CA740F-LM Approved 5s complylog wlth (11+ Plorlda 161,11 7Q�0 Dole�ii NOM ORM f`d� MkmlOpde oanetCogtro By. Drown By J ROSOWSKI •• • • • • • ••• • • • • •__.• • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIXED CASEMENT (0) FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XXO) Approved at complying aIththr Florida uldln C NO FIGURE 2•. 740 SERIES -rFIGURE 1: II NOAH - / MI ml Dade Paodu t tro _' '-- - , AWNING ! 'e I �A(i -1_, WINDOW' I�I— —� pl /' By 1......� C \ WINDOW / , C / / `fit ---D FRAME �� HEIGHT �� --f ASSEMBLY ASSEMBLY TUBE - FRAME ASSEMBLY TUBE NOTES: a 6I / 70', SEE NOTE 7, THIS SHEET --____-.-DI 740 SERIES —CASEMENT—� �� 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT (y. WINDOW WIDTH ___ __ ___ 1 740 SERIES FRAME _ ' 740 �� / Z. WINDOW / — E I / -- SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. M J i Q SERIES FIXED ASSEMBLY _.__ _ FRAME 2) ANY 740 -SERIES PRODUCT CO J gV a L] CASEMENT TUBE WINDOW WINDOW' ASSEMBLY --� CASEMENT, AWNING OR FIXED CO _ WINDOW / _ 0 TUBE CASEMENT) MAY BE ATTACHED TO Q� / 740 SERIES THE FRAME ASSEMBLY TUBE. FOR r i-. ,,; / �� FIXED I -- I ALL WINDOWS, USE THE WINDOWSN N LLQJ r. 1 ✓-"' CASEMENT FOR E, SIZE AND o U. Ii�, _, -_ __.. _ ___ 'SEE PRODUCTS NOA FOR WINDOW �� / - - s DES ON PRESSURE LIMITATIONS. I k O � LA w 9 0 1.. 0 y M \ INSTALLATION SPECS - 3 ALL WINDOWS IN THE ) COMBINATION UNIT MUST BE ABLE TO 8 $ >EMBLY TUBI EMENT WIND — THE 740 SERIES FIXED EXTERIOR/ �/ INDIVIDUALLY COMPLY WITH REQUIREMENTS OF THEIR CASEMENT WINDOW ''0' / 1, II RESPECTIVE NOA. p ~ JS z I ,II s -- - fill �� 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN -'-- "'-- - _ / I I 740 SERIES j _ AWNING I CASEMENT DETAILS, WITH MIN. 612 X 1' SHEET 4 FOR SINGLE UNITS: ,1 WINDOW'WINDOW' METAL SCREWS. USE THE SAME (n i___ SPACING AND QUANTITY AS THE Q Q •tr 1) DETERMINE YOUR WINDOW SIZE MIN. 612 AND GLASS. INSTALLATION X i' SMS THROUGH HOLES [- OPPOSITE FRAME MEMBER.(�• FRAME 0 w t 4 1 y,,. FRAME I I I ASSEMBLY CO SG EDETERMINE TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM _ �, nl - _ 77 T _._1 [.+ '� L, ASSEMBLY I �1- 5) THE FRAME ASSEMBLY TUBE MAYeti TUBE NOT EXCEED 82' IN LENGTH (AS USED MIN. # 12 X IN A 63" FLANGED WINDOW) OR BE IN TEE OR CROSS c iie ll' W X LL =` (� •, OS _. - ' MIN. # 12 X .....-7'r'' 1' SMS USED TABLE 3, SHEET 4.• I,, V SMS - I� r =�- I `1=-J •4�1� i- CONFIGURATIONS. THROUGH 3) FROM SHEETS FIND THE 1� --- THROUGH ' — I 740 SERIES INSTAIIATK)N IS k'e ut m SHEET FOR YOUR TYPE. GLASS III INSTALLATION HOLES R- CASEMENT WINDOW' UPI HOLES 8) THE FRAME ASSEMBLY TUBE NOT REQUIRED TO BE CLIPPED TO ® o N n amt'+ N 0, FIND THE PRODUCTS DESIGN 740 SERIES PRESSURE FROM THE TABLE FIXED EXTERIOR - 740 SERIES\ FRAME CASEMENT I-• THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. u "' ;•,1; R `- CERT_ OF AUTN. 1 LABELED 'DESIGN PRESSURE ASSEMBLY- CASEMENT n('� WINDOW (PSF) FOR SINGLE WINDOWS, ALL WINDOW 'J TUBE EXTERIOR 11 EXTERIOR , Lir 740 SERIES FIXED 7) FOR ALL COMBINATION UNITS, \ ANCHOR GROUPS'. t_ �'I HORIZONTAL SECTION C -C a CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED 1070 TI N. VE P.0 NOKC 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE SHOWN, ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D -D RT AL S CTI E• FRAME ASSEMBLY TUBE • • • IG Is Ci Fi • s 111 1 11 1 r �7,'/ AVAILABLE WIDTH OR HEIGHT • • CENTERLINE. SEE TABLE BELOW \\‘�1 s( `Y NA ti71 ((4 DIMENSION SHOWN ON THE TABLES. 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR AN(�10f� UP�Ra(rl TaBL�3, S�1EET 4. • • • • • • • • • • • Additbnel Anchors Required on each SIM or tM Frame Assembly Tab (FAT) / i% �\`,.�Oa •�GENSE. : ,•' V 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. • • Wirdoa Anchor Typ Q ' •• * '• 5) USING THE TABLES LABELED • • • • • • • • • • • 'WINDOW ANCHORS REQUIRED'LL EACH WINDOW IN Wdth A 8, 0 8 D ;' NO. 58705 _ (TABLES 2A & 2B, SHEETS 4 & 5), 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WINDOW REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 6). THIS MUST BE DONE FOR ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO FOR SIZES NOT SHOWN, ROUND UP TO 17' • 22 8, 0 0 - q = (r = 11.7 THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE -TIP. DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 23' - 260 0 1 L�G�,'• '. 3' /�WANCHORS ;-; NEEDED IN THE HEAD, • • • • • • • • • • • 28'+ 1 I •. F ((ISILL OF4) AND JAMBS OF YOUR USING THE TABLE LABELED 1INDOWANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5), DETERMINE THE elUNIBER QF ANCHORS NEEDEDNJ THE HEAD, SILL MID • t- Window Anchor T5p STATE ...' . ;WINDOW. '� .•' FLOR10, O.;471/49. JAMBS OF YOUR WINDOW. • • • • • • • • • • • •• • • LL He ht A B, C & D • , �' S � •• • • • • 6) INSTALL AS PER THE BE RE IIZED E• 17' -22.8' 0 0 ONA-5:::.::'G.:-.T.: / / S�I `\ ` 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW F J4E I� THE SAS,S*ATE INSTRUCTIONS ON SHEET 2. FRAME ASSEMBLY -TO DETAILS ON THIS SHEET). g� .0 23'•255' 0 1 1 I Ilit �' SHEET 2), AND THAT MIN. 612 X 1' ANCHORS ARE TO 8E USED THROUGH THE FRAME INTO THE (SE 1 A LYNN MILLER, P.E. P.E.H68705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1 • • • • 4 • •• • • 1 • 1 SAMPLE CONFIGURATIONS: TABLE 2A: Window Anchors Required (37" and Less on Short Side Dimension Anchor Type Shod Side under 23" 25-15'16" 27 3/4 29" 31-1/2" 33.112 34" 37" A B C D A B C D A B C D A B C D A B C D A 5/8" 0 DA B BC S. Pine DA 1" BCD No 8063-75 Alum. .g 01 under 23" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 25-15/16" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Shod Side 2 2 2 '-2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3T' Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44" Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44-114" Long Slde 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 8 3 3 5 6 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 53116" Long Side 4 5 3 3 4 5 3 3 5 8 3 3 5 8 3 3 5 8 4 3 5 8 4 3 5 8 4 3 5 7 4 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 58" Long Side 4 8 4 4 5 8 4 4 5 6 4 4 5 8 4 4 5 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 83" Long Side 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 8 8 4 4 8 8 4 4 6 8 6 4 7 8 5 4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 66 13,18„ Long Side 5 7 5 5 6 7 5 5 8 7 5 5 8 8 5 5 8 6 5 5 7 8 5 5 7 9 5 6 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 87-112" Lag Side 5 7 5 5 8 7 5 5 8 8 5 5 8 8 5 5 7 6 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 6s„ Long Side 5 7 5 5 8 7 5 5 8 8 5 5 8 6 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 70' Long Side O 7 5 5 8 8 5 5 6 8 5 5 8 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 6 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 72, Long Side 6 7 5 5 8 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 Short Slde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74" Long Side 8 7 5 5 6 8 5 5 7 8 5 5 7 9 5 6 7 9 5 5 8 10 6 5 8 10 5 5 8 10 6 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 76' Long Side 8 8 5 6 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 8 5 8 10 6 5 8 11 8 5 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 84" Long Side 7 8 6 5 7 9 5 5 8 10 5 5 8 10 8 5 8 11 6 5 9 11 6 6 9 11 6 6 10 12 7 8 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 114" Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 111 9 8 13 16 9 8 14 17 10 9 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134" Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 146' Long Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16 20 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Disleroe MM. Embedment Anchor Plate Required? A 1/4" steel Ultreoon Hollow Block 1" 8" 1.1/4' No 814, steel SMS (05) or N14, 410 SS SMS S. Pine 518" 1" 13/8' No 6083-T5 Alum. 3/8" 6/8' 0.050 No A36 Steel 318" 5/8" 0.050 No A653 Stud, Or. 33 3/8" 5/8" .035', 20 0a. No B 912, steel SMS (135) or 812, 410 SS SMS S. Pine 5/8" 1" 13/8' No 8063-75 Alum. 3/8" 5/8" .050' No A36 Steel 3/8" 5/8" .050' No A653 Stud, Gr. 33 3/8' 5/8" .035', 20 Ga. No C 1/4" steel Uitracon 2.85k Concrete 2-1/2" 4" 1-3/8" No 2.85k Concrete 1" 4' 13/4' No Hollow Block 2-1/2" 5" 1-1/4" 143 812, steel SMS (G5) or 812, 410 SS SMS S. Pine 5/8" 1" 1-316' Yes 608315 Mum. 3/8" 5/8' 1/18' Yes A36 Steel 3/8" 5/8" .050' Yes A653 Stud, Gr. 33 3/8' 5/8' .045", 18Oe. Yes TABLE 3: (cont) Approved as complying with Ike Florida poll/ng od Dote / MOAN Vh51T/JR' 11 811 Dade ' . uN Cosi By, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY 8E INVERTED. 4) SEE NEXT SHEET FORADDITIONAL INFORMATION. Group Anchor Substrate Mkr. Edge Dslanoe Min. O.C, Distance Mln. Embedment Anchor Pieta Required? D 874, steel SMS (G5) or 814, 410 SS SMS S. Pine 5/8" 1' 1.3/8" Yee 608345 Alum. 316" 518' 1110" Yes A38 Steel 3/8' 5/6'• • •08C• 4 Oyes • A653 Stud, Gr. 33 318" 51!' .045", 1600 Wes• 2.855 Concrete 1" 4' 1-g/c 4 . les: 2.855 Concrete 2.1/2' • 4' • 1 4 e5. 1/4' steel Ulrecen Hollow Block 2-1/2" Zr • 8441 • Yoe • Filled Block 2.1/2" 4' 14/4" Yes 1/4" 410 SS CreleFlex 3.355 Concrete 1' 5" 1-3/4" No Hollow Block 2.1/2" 6' 1-1/4" No 5/18' steel Ulracon 3.5k Concrete 1-1/4" •5" • • 4-3/4" • .No • q Hollow Block 3-1/8" 5 55 • 1.1/4' 4 No • Filled Block 2.1/2' • _5" • 13/4' 4 • No • 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND Ar TAL pSTRAT!.• • 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. x X X X O 7 X O 0 x 0 X •• • 05 \ SFO O • 4p 44'. •,. • • 34-6 qJ X X x X 0 X •1 NFERpeL`(X) WINDOWS MAY BE CASEMENT iwatpcnits Oat AWNING WINDOWS OF THE SAME • SWIMS* • •• • • • • •• • S 03 N O E Y 0) O A,0 p`s d ") b N N •0 eN� \ S V y Q rZOz O o�az rr CZ U vy.NrN 1111// V\ * No. 58705 \\\11111 CERT. OF AIITH. .3 )s/1l . STATE OF '�.//S/ONA` , E� A. LYNN MILLER, P.E. P.E.N 58705 ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pt TABLE 2B: Window Anchors Required (Over 37" on Short Side Dimension) •1pp ovcd as coneplyiag with the Shat Side 6101Idn hlhrg Cwt Anchor Type 40" 44" 48.114^ 53.118" 54` 58" 60" 83" 67.1/2" D I _[]gr' 1 1 A BCD A BCD A 8 CDA B CD A 8 CD A BCD A 8 CDA BCDAB CO PtOAN LAY 61 Dade Product ' 23" Long Side 2 2 2 2 2 od tro under Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 4 4 5 8 4 4 5 8 4 4 5 7 5 5 Byj /, i Long Side 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 `- 25-15118" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 6 4 4 5 8 4 4 5 7 4 4 0 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 PE AND QUANTITY I MENT WINDOW DETAILS - LM Sale: Sheet: Drowiag No. Rev. NTS 5 OF 11 MD-CA740F-LM Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 8 7 4 4 8 8 4 4 6 8 5 4 7 9 5 5 37" Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1) USE THIS TABLE FOR ALL WINDOWS PER Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 8 8 4 4 7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1. DIMENSIONS 44" Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP -TO -TIP. Shod Side 3 4 3 3 4 5 3 3 5 6 3 3_ 6 7 4 4 6 7 4 4 6 8 5 4 7 8 6 4 7 9 5 5 8 10 8 5 44-7/4" Long Side 5 8 3 3 5 6 3 3 5 0 3 3 5• 6- 3 3 5- 6 3 3 5 6- 3 3 5 6 3 5 5 6 3 3 5 8 3 3 2) FOR SIZES NOT SHOWN, ROUND UP TO THE Short Side 3 4 3 3 4 5 3 3 6 6 3 3 8 7 4 4 6 7 4 4 7 9 5 4 7 9 5 5 7 9 6 5 8 10 6 5 NEXT AVAILABLE SHORT OR LONG SIDE 53.1/8"Shat Long Side 5 7 4 4 0 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 DIMENSION SHOWN ON THE TABLE. Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 0 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 8 5 3) E WINDOWS SHORT AND LONG SIDE MAY Long Side 0 8 4 4 0 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 6 4 7 8 5 4 7 8 5 4 7 8 5 4 BE INVERTED. 58" Short Side 3 4 3 3 4 5 3 3 5 6 3- 3 8 7 4 4 6 7 4• 4 7- 8 5' 4 7- 9. 5 5 8 10 8 5 8 11 6 5ru A Long Side ' 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 0 5 8 10 0 5 7 9 5 5 4) SEE NEXT SHEET FOR ADDITIONAL Date 08/08/12 iii 63„ Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 8 5 8 11 6 5 INFORMATION. g Long Side 7 9 5 5 8 10 8 5 8 10 6 5 8 11 8 5 8 11 8 5 8 11 8 5 8 11 6 5 8 11 8 5 8 10 6 5 9 88.13/16, Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 0 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5 67-112" Long Side 8 10 5 5 8 10 8 5 8 10 6 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 8 5 8 11 0 5 U Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 8 Long Side 8 10 5 5 8 10 6 5 8 11 8 5 9 11 6 5 9 11 8 5 9 11 8 5 9 11 6 5 9 11 6 5 08" Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 8 8 5 4 7 9 5 4 7 9 5 5 Long Side 8 10 8 6 8 11 8 5 9 11 8 8 9 11 8 8 9 61 6 6 9 11 6 6 9 11 06 9 11 8 8 70" Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 72" Long Side 8 10 6 5 9 11 8 0 9 11 8 6 9 11 6 6 9 11 8 8 9 11 6 6 9 11 8 8 9 11 8 6 Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 0 7 4 4 8 0 4 4 7 8 5 4 7 9 5 5 _ 74" Long Side 9 11 B 5 9 11 8 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Y i" W Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 4 6 7 4 4 8 8 4 4 8 8 5 4 CO F- (.1) pp 76" Long Side 9 11 6 6 9 12 7 8 9 12 7 8 9 12 7 -6 9 12' 7 8 9 12 7 6 9 12 7 6 Ce Q '�Y' Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 8 8 4 4 6 8 5 4 O (-) "d N - 84" Long Side 10 13 7 0 10 13 7 7 10 13 7 7 10 13 7 7 10 13 T 7 O Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 6 8 4 3 aU IQ NO �t 114" Long Side 14 18 10 9 p X LL 'S Short Side 3 4 3 3 a 1- Ji EXAMPLE 1: FOR WINDOW SHOWN BELOW; 7/16" ANNEALED LAMI. GLASS, 1/4" MASONRY 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. 129296 ANCHORS WTO CONCRETE, +701.80 PSF DP REQUIRED, NO ANCHOR PLATE 10" ►+10" t,� 4"-.4- r„...1 4" 4" �- I -4-1 4 h.- ci f AWNING ANCHORS (SEE SEPERATENOA); '�I .__7‘, FIXED CASEMENT ANCHORS: Li A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF 170/•90. I A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. / yy FROM ANCjiOf�TYPF��iAS THE ANCHOR AND `11111111 1111 B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 0) FROM TABLE 2, 8 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. 81" E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). II 10 6' '� M ! I 1 �I 1____ / \ \ I I 1 8) FOf;Tj4E� =ABLE, SUBfTRATE OES4(tEIbANt] DC/FS 8JQT j4Eq�IIR�7HE ANCHOR PLATE. 13.25" • • •• • • • • • C) FROM TABLE 2A, 64ANONORS ARE REQUIRED ON EACH JAMB. T D) SIMILAR. Lf, S/MCHdRSARE REQUIRED114 TREIIEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. l F)PER (iJ SON 3HE�t, IN611M. 1 ADDITIONAL ANCHOR ON THE FRAME fl 1 RSSEMBL1rTUBE SID! OF THE FRXEO CASBMEMf (H[ADI� SILL). •• • • •• • • • •• •• �1 ‘..\•( �YIJN �\\ p '�,••'�CENF'•. �, No. X8705 _....:4'42. * O-7' "3,f‘ ;�•. NS . Q Sl E '�'��(. '•. FLORIOP• .... ��, M7(( �i� FAQ - t3 w; f ,: �/` •' �� 4' `„� 25" _ SIF ----- � 20" + 20" ►� 4" •• • • • • • • •• • • • .. • • •. • • . • • • • • • • • • /ss 04 s' ��,,iONAG,,, A. LYNN MILLER, P.E. 48" P.E.e69705 ••• • • • • ••• • • •-i• • • • •-• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ulpae. 4, TABLE 4: TABLE 5: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) L SHORT SIDE T-1-- LONG SIDE T LONG SIDE SHORT -f 810E 1) SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 0ee19n Preseu (peg for Single Wlndods, All Anchor Groupe Window Olmemlon'A' Shod Side 26.16/18' utler23' 2516/16' 27.3/4' 33.1/7 37' 44' 48-1/4' 63.118' 68' 63' under 23' +70680 +70690 +7540 +75.60 +7040 +70/40 +70/-90 +70/90 +7040 +70680 26.1516' +70/-60 *70/40 +7540 +70/-90 *7540 *10!40 .7090 +7040 +7590 +75.90 *75.60 *70/.90 *75-90 *75-84.1 *70140 *7547 +70/90 *75.70.1 37' *7090 +70-90 44' *701.90 +70 5-9 *70690 +70/40 +70.80 +70/.90 *7044.1 *65-70 .60/.67.8 *8541.3 +* 48.1/4' +70690 *7540 *7040 *7040 +701.90 *7544.1 +7540.1 *65.70 +6043.2 */-88.1 g63-1/8' *707.90 *70-90 +7540 +7040 +70/44.1 *80/.70 *60-70 *6047.6 *70/40.6 261016' 68' +70/-90 470/40 470/.90 +70/-83.2 *701-77 +6047.6 *8043.2 +70/-90 +70/40 944.4 63' +70/430 *75-90 *7040 +75.76.6 *70670.1 *6041.3 +70/.80 +7540 +/40.3 +75-77.3 76' +70/-90 *7044.6 +70.767 1448.9 9.66.6 +701-90 *70/40 +7090 07540 +70.90 84' +70690 *7540.4 +75-71.3 +/-64.2 +70/81.1 *7580.6+70/44.1'+75.77 *10/.73.8 4701-77 TABLE 5: FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) L SHORT SIDE T-1-- LONG SIDE T LONG SIDE SHORT -f 810E 1) SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME ASSEMBLY TUBE WINDOW DIMENSION 'A' WINDOW ADDITIONAL DIMENSION' ANCHOR '8' (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4& 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. Approved Si comply696 with the Flurld0 :skiing Cod Dale GOAN 61�AIM Da 'r Product corLI ray, rd 4 71 U- 0 0a. _, = d I a N C7 LL A 8o W o 0 a z co cn O w 2 w W a U z Is u) . 0 o is gcn W -+U i°-,2 WyX • n a C6RIV M o0idX� SEE SHEETS 1, 4 & 5 UmN FOR WINDOW ANCHOR O a g LOCATIONS AND Ez QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONALANCHORS `111(1 I I I I I l l /r OR THE FAMEREQUIRED • • •• • • • • • • • • • \N�+ON'( ITNN �1Q!/r/'•i ASSEMBLY TUBE. • • • • • • • - A,,' .''1.10ENSe'' ...-r .- • \ '• • • • • • • • • • • • • is :• No. 56705 • ••• •• ••• • STATE6 F ' • • • • • • • • • • %,A`i•'•, LOR10 •F P,•'„: ••• • • • •• • A. LYNN MILLER, P.E. P.E.p 68703 CERT. OF AUTH. #29296 • • • • • • • • • • ••• • • • •-•-•--• • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Design Pressor* (pet) for Window. A0eolred 10 a Frame Assembly TU06 Window Olmemlon'A' under23' 26.16/18' 27-3/4' 33.117 37' 44' 48-4/4' 614/8' 66' 83' Anchor Group Anchor Group Anchor Group Anchor Group Anoka Group Amite*. Group Anchor Group Anoka Group Anolo Group Anchor Group All A11 All A,CUD B A,C&D 8 A 6 060 A 9 080 A B C80 A B C 0 A B 0 D under 23' +7090 +7040 +70/90 +7090 +7082.1 +70/40 +70/-74.3+75-78.7 0-62.6 *7090 +70/-73.7 */-68.0 +7540 */-88.1 941.8 +70-90 4/40.6 +747.4 +7547.6 +70/40 */467 9.43.6 +70/80.7 *70/40.6 261016' +7590 +70-90 +70/-90 +70/93 *701. 0 +7044 +70/40 +70.70.7 +70/-90 +70/40 944.4 475.00 470/40 .18.8 *7080 +70/-90 +/-63.8 +7084 +70/.80 +7540 +/40.3 +75-77.3 +75.90 +70/40 17 37' +70/.90 +70/90 *70/-90 +701-90 *70/40 +7090 07540 +70.90 +70-90 *70.80 *70.90 +70.86.4 +70/40 +70/81.1 *7580.6+70/44.1'+75.77 *10/.73.8 4701-77 +70/.77 *70/-70.1 987.6 +75.70.1 +70/-70.1 44' *70/40 +70/90 470/-00 *7040 +70/80 +7090 *70/40 +7090 +70/21.8 *70/40 *70.84.1 +70-74.4 *7584.1 *85.70 +80/87.7 +60/-70 +60/47.8 +6081.8 *60/87.8 *0547.6 *60/41.3 +147 +8081.3 *80/41.3 49.1/4' *7590 *70/90 *70/-80 +70/83 +70/90 +70/90 *70-80 +7544.1 170/44.1 *7044.1 +70/40.1 1/41.8 +7540.1 *891-70 +6041.7 *65-70 *601-63.2 1/-56.4 *60/83.2+6043.2 53-1/6' +70/.90 +70/410 *70/-90 +7590 +70/40 +70/44.1 *7044.1 *80/-73 +8050 *6/670 +60.70 +65.70 465.70 *0087.6 *8087.4 *8047.6 68 +7090 +1040 *70/-90 *7023.2 +7083.2 +70.77 +70-77 085479 *6547.8 +6047.8 *60/43.2 +6043.2 *60/43.2 63' *70690 +7590 +70/40 +70-765 +70678.5 +75-70.1 475-70.1 *60/41.3 *6541.3 +6041.3 76' *75.90 +7044.8 +7576.7 0/48.9 9666.9 *1.66.6 */85.6 84' +70/-90 *70/40.4 *7571.3 944.2 *444.2 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME ASSEMBLY TUBE WINDOW DIMENSION 'A' WINDOW ADDITIONAL DIMENSION' ANCHOR '8' (4). IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4& 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. Approved Si comply696 with the Flurld0 :skiing Cod Dale GOAN 61�AIM Da 'r Product corLI ray, rd 4 71 U- 0 0a. _, = d I a N C7 LL A 8o W o 0 a z co cn O w 2 w W a U z Is u) . 0 o is gcn W -+U i°-,2 WyX • n a C6RIV M o0idX� SEE SHEETS 1, 4 & 5 UmN FOR WINDOW ANCHOR O a g LOCATIONS AND Ez QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONALANCHORS `111(1 I I I I I l l /r OR THE FAMEREQUIRED • • •• • • • • • • • • • \N�+ON'( ITNN �1Q!/r/'•i ASSEMBLY TUBE. • • • • • • • - A,,' .''1.10ENSe'' ...-r .- • \ '• • • • • • • • • • • • • is :• No. 56705 • ••• •• ••• • STATE6 F ' • • • • • • • • • • %,A`i•'•, LOR10 •F P,•'„: ••• • • • •• • A. LYNN MILLER, P.E. P.E.p 68703 CERT. OF AUTH. #29296 • • • • • • • • • • ••• • • • •-•-•--• • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • TABLE 6: TABLE 7: FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) SHORT SIDE LONG SIDE r LONG SIDE JSHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 4pproled es complyleg with Ike Florida +. IAIi. Cotta Dole FOAM /Mewl Dade Product C'uglro 14, JO.dGz fain • Deel9n Pressure (pry for Single Windows, All Anchor Groupe Short Slee under 23' 2615+18' 274/4' 331/2' 37 44' 48-1/4' 63-1/8' 68' 03' under 23' +70/-90 +70/-90 +701-0 +70-90 +70/.90 +70/-00 +70/.80 +70/-90 +70/-80 +70/.90 29-10119' +701-90 +701-90 +70/-90 +70690 +70/40 +70/40 +701.90 +7W-90 +724.90 +701-90 37 +70/-90 +707-90 +70/-90 +707-90 +70/-90 +70/80 +70-90 +701-90 +791-87.8 +701-79.9 y 44' +777-00 +706.90 +7060 +70600 +706.90 +70/40 +706.90 +70/44 +70140 +70/-70.7 461/4' +70/-90 +706-90 +71-90 +706-90 +70-90 +70140 +70/-90 +143.9 +701-84 +70/43 g931/8' +706.90 +70/40 +70/90 +777-00 +70/90 +70/40 +791-90 *70/40 +70/40 +70/40 68' +7060 +706.90 +70/-00 +701-00 +70/47.8 _ +70/40.4 +70/40 +7040 _ +70/40.9 +70-90 93' +701-91 +70/-90 +70140 +70/47.2 +70.79.9 +7049.9 +777.79.9 +7040 +70/-90 78' +70/40 +706-90 +70140.3 +70640 +70/0 +7/941.9 +70/40 +7040 +70674.4 +70/40 64' +70740 +70/40 +70641.3 TABLE 7: FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) SHORT SIDE LONG SIDE r LONG SIDE JSHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 4pproled es complyleg with Ike Florida +. IAIi. Cotta Dole FOAM /Mewl Dade Product C'uglro 14, JO.dGz fain • THE WINDOW'S WIDTH ANO HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' .�,1 I FRAME MAX, I -I ASSEMBLY TUBE WINDOW DIMENSION `A• + WINDOW DIMENSION I r ADDITIONAL I ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE 1 WINDOW DIMENSION •I FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. • • • • • • • • •• ••• •• • • • •• 1 LL 11.1 Q n J z°Q 9 0 J . d + Z E yq� ce 0 3•LL A 4 u, Q a Z e 0 I IJ cc A ZZ 0 W W co ct coa O Z v g. 8 -3 ilij q‹ U �1ssi t• t( 1111/ �•� •v,, ........ ,:•<"(,''�./, `� A•:.•NCENs • ••.'P / No. 58705 -;„,..."150%A 3ig13 \ • ••• •• ••• • • STATE F � • • • • • • • • • ',�.C`'• F ,LORiOP�� •• •• • • • • • ▪ • •• • • • •• • • •• • • • ••• • • • •• • A. LYNN MILLER, P.E. P.E.858705 • • • • • • • • • • • •-•-- • • w• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Deegn Pressure (per) for Windows A9eched 10 • Frame Assembly Tube Window Dimension under23' 2610/16' 27414' 33-1/2' 37' 44' 46114' 63-1/9' 90' 93' Anchor Group Anchor Group Anchor Group Amipr Group Areh0 Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All +70/90 AN +70//-90 A9 +70/40 A, CBD +70/-90 9 +70/42.1 A,CBb +777-0" 9 +7W-74.3' A +70.79.7 B +/42.8 CID +70640 A +701-72.7 8 ' +148.9 C&0 +70/40 A 0603.1 9 +/91.9 C 8 D +70/40 A 0/4N).0 8 +/474 C +701.97.9 D +70146 A +/415.7 B +-43,0 C +70/40.7 D +70/.90.5 under 27 2615/19' +7040 +70/40 +70/40 +70/40 +70/40 +70/44 +70140 +70/-70.7 +70/40 +70140 +/64.4 +70/40 +70/40 +/dMA +70/40 +70/40 +143.9 +701-84 +70/43 +70690+/49.3 +706-77.3 +77740 +706-90 1° 37' +70/40 +791-90 *70/40 +70/40 +70/40 +70/40 +70640 +70640 +70/40 +70140 +7040 _ +70/40.4 +70/40 +7040 _ +70/40.9 +70-90 +70/47.8 +706-73.6 +70647.8 +701.87.9 +70679.9 +47.8 +7049.9 +777.79.9 +7040 +70/-90 +70/40 +70690 +70640 +706-90 +70640 +70/0 +7/941.9 +70/40 +7040 +70674.4 +70/40 I44' 49-114' +70/.90 +70640 +70/40 +70640 +70/-90 +70690 +724.90 +70/.00 +706492 +70/40 +70688.6 +70/41.3 +70/40 93-1/8' +7090 +70/40 +70640 +70640 +7040 +70/40 +706.90 69' +70690 +70140 +70/40 +70/40 +70/40 *707-87.9 +70/47.9 83' +70/40 +791-0 +70/40 +79147.2 +70/472 +706-79.9 +70/.79.9 76' +70/90 +701-90 +70/48.3 84' +706.90 +706.90 +70/418 THE WINDOW'S WIDTH ANO HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' .�,1 I FRAME MAX, I -I ASSEMBLY TUBE WINDOW DIMENSION `A• + WINDOW DIMENSION I r ADDITIONAL I ANCHOR (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE 1 WINDOW DIMENSION •I FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. • • • • • • • • •• ••• •• • • • •• 1 LL 11.1 Q n J z°Q 9 0 J . d + Z E yq� ce 0 3•LL A 4 u, Q a Z e 0 I IJ cc A ZZ 0 W W co ct coa O Z v g. 8 -3 ilij q‹ U �1ssi t• t( 1111/ �•� •v,, ........ ,:•<"(,''�./, `� A•:.•NCENs • ••.'P / No. 58705 -;„,..."150%A 3ig13 \ • ••• •• ••• • • STATE F � • • • • • • • • • ',�.C`'• F ,LORiOP�� •• •• • • • • • ▪ • •• • • • •• • • •• • • • ••• • • • •• • A. LYNN MILLER, P.E. P.E.858705 • • • • • • • • • • • •-•-- • • w• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 01 kca FOR GLASS TYPES: 2) 7/16" LAMI. (3/16" AN - .090" SGP - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/18" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) TABLE 8: TABLE 9: L SHORT SIDE T- I� LONG I SIDE LONG SIDE L JSHORT h'�� SIDE f 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure (p0 for WV Whitlows, All Anchor Group Short 81de under 23" under 23' 2516/18' 29' 31-112' 34' 40' 54' 00' 63' 87.1/2' under23' +90/.130 +99-130 +90/-130 *00/.130 +90/.130 +90-130 +905130 +901.130 400/-130 +90/-130 2616/10' +901-130 +90V-130 *99.130 +90.130 +90/.130 +90.130 +90.130 +00/-130 +931.130 +90.130 83' *09-130 +99.130 +99.123.1 +80/-110.5 +90/-110.7 .99-100.7 +/- 89.1 +/- 86.1 +/.83.1 +/- 78.3 87.1/2' +901.130 +09-130 +99.120.7 *80/.113.9 +89 .108 +07.8 9.9 +1.64.5 */- 00.6 H- 76.3 N- 791 mg 72' +001-130 *09.129.2 +99.118.7 +901-111.8 +90.105.8 +9945.1 +4.61.3 +1.78.1 */- 735 +70/90 78' +99.130 +99.127.8 +59-117.1 +99.110.2 *99-104.1 +8943.2 +4- 78 *1- 72.6 *141.8 +7931.2 9 84' +99.130 +99.125.3 +90'.174.8 +905107.6 +901101.3 M- 89.9 +5 70.7 +70/40 +7945 +70/40 114' +99-130 *09-119.6 +99.108.8 +59101.4 *9945 +5 73 +70/-74.3 +7930.1 +79.74.7 +4385 134' +99.130 *901-117.3 +001-108.3 400/-59 +904-92.8 07-112' +7940 +70-90 +7940 +7940 146' *99-129.8 +901.110.4 *99.105.3 +9948 47940 +7977.4 +140.3 .7944.6 0/49.7 *142.4 TABLE 9: L SHORT SIDE T- I� LONG I SIDE LONG SIDE L JSHORT h'�� SIDE f 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH ANO HEIGHT MAY 6E INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAx. I �WINDOW r ADDITIONAL DIMENSION�- ANCHOR (4), IF REQ. FRAME ASSEMBLY TUBE WINDOW DIMENSION 'A' SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL -•"IWINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. • • • • • • • Approved 83 complylug with Ike Florida rulding Ol Date • .d,� l0AAa V.. AT:. 04 lam D de Product '011611 117 • ►/ 2 -J LOL.11- 0 }o- J 1� F-, Q Z0 J7rt �� N 5. LL o a 030 Z w - (n z A' 0 a. w z U R_T7� ed _0 W \U E Fg z o� 88 oLL 1 +1111 i 1117/4j,, ,\‘`oNV -.Y.1.`',^1...4,4,'',,,, $ • *' No. 58705 '•* `_ • ••• •• ••• • • '0'•, SAE F .:((/� • • • • • • • • • • • •• • • • • • 'i • �»`S'•.FLOR10F:.•''G\�,' ••• • ••• • ••• .• • •.• • • ///,• ,'�NAL1E •\ A. LYNN MILLER, P.E. P.E.868705 •• ••• •• • • • •• CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 1400 • • • ••• • • Design Pressure 1p0 for Windows Attached to 1 Frame Aesemdy Tubs Wlndwv Dlmeropn'A' under 23" 261916' 29' 31-1/2' 34' 40' 64' 50' 63' Anchor Group Anchor Group Anchor Group Arpin Group Moho; Group Anchor' Grail Anchor Group Anoho Group Melva Group All A9 NI A,06D 0 A,C8D 8 A 8 C 6 0 A 6 CSD A 8 C 0 A 0 C D under 23' +70/40 +701.90 +7940 +70/90 +79.57.4 +70/40 +70/908 +79.87.7 +1.88.7 +7940 +585 +7-50.9 +7940 0/36.6 +546.8 +70144.7 +7940 +4.66.7 4/43.6 *79.50.7 +70140.6 25-160/5' +70/40 +7940 +70/-90 +70/90 +7940 +70/40 +79.00 +70/.77.7 +79.00 +79.601.4.67.0 +70/40 +7940 *141.8 +7931.2 +79.90 +79-00 0/40.3 +79.77.3 *704.90 +7940 r 43' *7940 +70/40 +7945 +70/40 +70/.00 +7940 +7940 +7940 +7940 +70/40 +7943 +70/-74.3 +7930.1 +79.74.7 +4385 +7945.1 +7956.1 +79.71.1 +583.7 +7043.1 +70/43.1 07-112' +7940 +70-90 +7940 +7940 +7940 +7940 +7900 +79.90 47940 47940 +7977.4 +140.3 .7944.6 0/49.7 *142.4 +7980.5 +7950.6 */.86.4 *1-617.4 +7998.3 +75078.3 72' +7940 +70500 +7940 +7990 +7940 +70/-90 +70/-60 +79-60 +79-00 +7940 +70/-72.8 +79-73.1 +7941.3 +565.3 +435.8 +7975.1 47978.1 4/82.2 +565.7 +7973.8 +7973.8 76' +7940 *7960 +7940 +70/40 +7940 +70/90 +7990 +7960 +70/90 479-00 +7948 4/46.3 +7978 +481.6 +562.4 +79-72.5 +7972.5 $ 04' +7960 +70/40 +7990 +79-95 +751-95 +70/40 +7990 +7939.6 *79499 +7989.9 +79707 *142.7 +79x0.7 114' +70/90 +70/40 +7940 +7990 +7990 +7990 +7990 +7973 +79.73 *79-73 #g 134' +7990 +70/40 +70/40 +70/40 +7990 +7940 +7990 145- +7990 +70/40 +70/40 +7990 +70/-90 1) THE WINDOWS WIDTH ANO HEIGHT MAY 6E INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE MAx. I �WINDOW r ADDITIONAL DIMENSION�- ANCHOR (4), IF REQ. FRAME ASSEMBLY TUBE WINDOW DIMENSION 'A' SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL -•"IWINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. • • • • • • • Approved 83 complylug with Ike Florida rulding Ol Date • .d,� l0AAa V.. AT:. 04 lam D de Product '011611 117 • ►/ 2 -J LOL.11- 0 }o- J 1� F-, Q Z0 J7rt �� N 5. LL o a 030 Z w - (n z A' 0 a. w z U R_T7� ed _0 W \U E Fg z o� 88 oLL 1 +1111 i 1117/4j,, ,\‘`oNV -.Y.1.`',^1...4,4,'',,,, $ • *' No. 58705 '•* `_ • ••• •• ••• • • '0'•, SAE F .:((/� • • • • • • • • • • • •• • • • • • 'i • �»`S'•.FLOR10F:.•''G\�,' ••• • ••• • ••• .• • •.• • • ///,• ,'�NAL1E •\ A. LYNN MILLER, P.E. P.E.868705 •• ••• •• • • • •• CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 1400 • • • ••• • • 1/ IY 21 [J TABLE 10: • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) L SHORT SIDE /- LONG SIDE L 8HORT SIDE ) SEE SHEETS 1. 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Preesun (NO) for Single W9a1ows, All Anchor Groups Window Dimension 'A• Short Side 261018' under23' 26-18/16' 29' 31-1/2' 34' 40' 94' 60' 83' 67-1/2' under 23' +90130 +901.130 *001-130 +00130 +001.130 +00.10 +901-130 +901-130 +901.130 +001-130 25-15/16' +90/-130 +90-130 +90'-139 +901-130 +90'-130 +90'-130 +98.-130 *001-130 +901-130 +901.130 63' +901-130 +00130 +90.130 +901.130 +90.130 +90/-130 +901.130 *90/-130 +901-130 +90-130 87-112' *90.130 +901130 +901.130 +901.130 +90.130 +90'-130 +907-130 +90/-130 +901-130 +90.130 m 72' +80'-130 +90.130 +90.130 +90.130 +90-130 +90.130 +90.130 +901.130 *90.130 +70/-0 78' +00-130 +90-130 +90-130 +90-130 +90.130 •90130 +90/-130 +90.130 +70/41.2 +7043 84' *90.130 +90130 +90.130 +90.130 +90.130 +90.130 +901-130 +70/.0 +70.90 +7090 114' *00-130 +90-130 +90-130 +90-130 +9-130 +90-130 +70-90 +70-90 +70.90 +70-0 134' +90/-130 +91.130 +90.130 +90.130 +0/.130 +70/90 +7040 +70.0 *70.0 +7040 149' +90.130 +90-130 +90-130 +90-130 +70.90 +70.0 +70.0 *70140 +70/-0 +70.0 • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) 9) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) L SHORT SIDE /- LONG SIDE L 8HORT SIDE ) SEE SHEETS 1. 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE MVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME MAX TUBE TUSEMBLY WINDOW DIMENSION fI WINDOW I ' ADDITIONAL - DIMENSION ANCHOR 'B' (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION --r FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. 'A' SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • FOR THE FRAME • ASSEMBLY TUBE. • • 000 • • • • • • • pprovtd ra rony+ly)ng whit the Made um, Cod Date C A Ism! Hutt ModuelAnlro sy o; N 0 CO 1 0 N 10 EN mN V N N n ar z -o. =Umyj 4 (>z 0 0 a0Y E= Oz +\ 1111,/1///// O • • \\``4�pN� LY,1N 4'ft, /i,. • • • ,.. �10ENSE'..c�,Q • *:' ••000 •• • • • •• / No. 58705 -0 - • ••• •• ••• • • ,O.'.. STATE OF •• • •• • • 8 • •• ▪ • •• • • ,,;1, DALE,+' ••• • • • •• • A. LVNN MILLER P.E. P.E.968705 000 • • • • 000 • • • • l • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • Design Pressure (pal) 10 Windows Method toe Frame Msemd7 Tube Window Dimension 'A• under23' 261018' 20' 314/2' 34' 40' 64' 0' 83' Anchor Group Anchor Group Anchor Group Anchor Group Moor Group Mo1101Orap Motor group Anotn Group Anchor Group NI Al All A,080 8 A,000 8 A B CBD A 8 C80 A B C D A B C D under23' +70/40 +70.90 +70.00 070-90 +7047,4 +7090 +70/90.8 +70.87.7-+/80.7 +70.00 */46 +160.9 +70.00 +/-68.9 N-45.6 +7094.7 +70/0 0-65.7 +1.43,8 *70/40.7 *70/40.6 2616/18' +7040 +70.0 +7090 +7040 +70/-0 +7090 +7040 *70,-77.7 *7090 +70-0 +187.8 +70.0 +70.0 +/-61.8 +70/41.2 +7043 +7090 +/.49.3 +70.77.3 +70/0 +70.0 e, M' 83' +70-0 +70-0 +70/.0 +70.90 +7090 +7090 +701-0 +70.0 +7090 +70.90 +7090 +70.90 +70-90 +70-90 +70.90 +70-0 +7090 +70-0 +70979 +70/90 +70.0 87.1/2' +70/90 +7040 +70.0 *70.0 +7040 +7040 +70/40 +7090 +7090 *70.0 +70.90 +70.0 +70.0 *70140 +70/-0 +70.0 +70/40 +70/0 +70.89.1 +70.0 +70.0 72' +70/40 +70.90 +7040 +70.90 +70-9(1 +7040 +7090 +7090 +7090 *70.90 +7040 +70.90 +70-90 +7040 +70/.90 +701.90 +7040 +70/-0 +7040 +7096 +70.90 78' +70/40 +70-90 +70.90 +70.90 +7090 +70/40 +70/-90 +7040 +7090 +7090 +7090 +70-90 +70.90 +70/410 *70/-90 +70/40 +7040 84' +70.90 +70/40 +70-90 +7090 +7043 *7090 +701-90 +70-90 *7040 +7090 +7040 +701-00 +70-90 114' 1 +70/0 +70-0 +701.90 +7040 +70/.90 +70/90 +70/90 +70.90 *7090 +7090 134' +7040 +70.0 +70.0 +7043 +70-0 +70/-80 +7090 145' +70-90 +70/-90 +7040 +70-90 +70-0 1) THE WINDOWS WIDTH AND HEIGHT MAY BE MVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME MAX TUBE TUSEMBLY WINDOW DIMENSION fI WINDOW I ' ADDITIONAL - DIMENSION ANCHOR 'B' (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION --r FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. 'A' SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • FOR THE FRAME • ASSEMBLY TUBE. • • 000 • • • • • • • pprovtd ra rony+ly)ng whit the Made um, Cod Date C A Ism! Hutt ModuelAnlro sy o; N 0 CO 1 0 N 10 EN mN V N N n ar z -o. =Umyj 4 (>z 0 0 a0Y E= Oz +\ 1111,/1///// O • • \\``4�pN� LY,1N 4'ft, /i,. • • • ,.. �10ENSE'..c�,Q • *:' ••000 •• • • • •• / No. 58705 -0 - • ••• •• ••• • • ,O.'.. STATE OF •• • •• • • 8 • •• ▪ • •• • • ,,;1, DALE,+' ••• • • • •• • A. LVNN MILLER P.E. P.E.968705 000 • • • • 000 • • • • l • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • TABLE 12: TABLE 13: FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/18" AIR - 1/8" AN - .090" PVB -1/8" AN) SHORT SIDE LONG SIDE r LONG SIDE 1 8HIDE 1ORT I S--- 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Des p0 Pressure (peg for Wrgl Wi+Eows, All Anehor Groups Window Manske) 'A' Shaft Side 2616/10' under 23' 2610716' 27.3/4' 33-1/7 37' 44' 48-1/4' 531/8' 58' 63' under 23'' +001-70 ' +801.70 +60/-70 400/70 +801-70 482-70 +60470 462-70 +60/-70 +60/-70 26.15/16' +607-70 4001.70 +001-70 +807-70 +60/-70 +801.70 +601-70 +801-70 *601-70 +80/.70 37' +801-70 460740 402-70 +607.70 +60140 +601.70 +601-70 *601.70 +80/40 462-70 A44' +80/.70 +60/.70 +80/-70 +601-70 +60/.70 4601.70 +60/70 +80/.70 *60/49.8 +601.02.9 46114' *80/.70 482.70 +e0/-70 460/-70 *601.70 +80/40 460/-70 480/.70 4001.04.9 +60/-70 1 53-1/8' 4607.70 480/.10 +60/.70 +40/-70 +80/.70 460.70 480/.70 +80/-89.3 4/-49.3 480/.70 50' 53' +80/.70 060.70 +00.70 +60/.70 +601-70 +60/.69.6 *60781.9 4801.70 *02470 *001.70 +60/70 +60/.10 *60.70 4837.70 +801-70 +60/42.9 *00/40 +60/-70 +6287.9 *62.70 7e' +60/40 462.70 +60.70 400+80.5 +/- 57 4607-70 *90/-70 +62.70 *62-70 +501.70 84' +60.70 +801.70 *80/-70 0-55.6 *90/46.8 400742.9 047 +62-62.9 461/4' +02.70 TABLE 13: FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7/18" AIR - 1/8" AN - .090" PVB -1/8" AN) SHORT SIDE LONG SIDE r LONG SIDE 1 8HIDE 1ORT I S--- 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAI. FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION FRAME ASSEMBLY TUBE HDIMENSIONWINDOW ADDITIONAL -" DIMENSIONI"� ANCHOR '6' (4), IF REQ. SEE SHEET 4 FORADDITtONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4& 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION '8. FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 8 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. •••• • • • • • •• ••• •• • • • •• Approved es coinpI1104 w119 167 Florida Balding Cod? Date NOMLL 61lemrDade Prates( Cent • ••• •• ••• • • • • • • • • • • • • • •• • • • it C •• • • • • • • •• • • • •• • • •• • • • ••• • • • •• • ircO J U 9 z�o� iV mVl � Qf . o Z n az o lYAyy M/ \ * • No. 588705 =�o� srdf�j'3 mow: A. LYNN MILLER, P.E. P.E.958705 07 m N 0 U ••• • • • • ••• • It • • • • • • • et • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (p95 for Wlr,dows Attached to a from* Assembly Tubs Window Manske) 'A' under23' 2616/10' 273/4' 33-1/2' 37' 44' 461/4' 53-1/8' 69' 63' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Croup All Al AU Al All A.C80 8 A B 08D A B CSD A B CS0 A B CSD under 23' +607.70 4601.70 +00.70 +00.70 +801.70 480/40 400/42.5 +60/.70 4/48.9 +00/.70 +00/46.1 0S1.9 400/.10 400/40.5 4/47.4 461.70 *783.7 +1.43.0 *60/.70 A 2616110' +82-70 480-70 400-70 +60/-70 +0W-70 +001-70 +60/-70 400144.4 *60/-70 460-70 *749.6 +00/.70 460.70 41.63.8 +80/.70 +60/-70 4/-49.3 480/.70 *6N-70 r 37' *601.70 *001.70 +00'40 *02.70 +001.70 *00/70 4801.70 *02470 *001.70 462-70 *02.70 402.70 +62-70 *02.70 +62.70 *00/40 +60/-70 +6287.9 *62.70 44- +62-70 +00.70 +501-70 482-70 *60/40 4607-70 *90/-70 +62.70 *62-70 +501.70 +001-70 +6287.1 +62.70 46289.6 460941.9 *90/46.8 400742.9 047 +62-62.9 461/4' +02.70 +607.70 *007.70 460.70 4001.70 +00/.70 460/40 402.70 +60/47.9 +82.70 462-70 +6W81.7 +60/.70 46044.9 4/-6.4 *80/44.9 0 53.1/8' 4801.70 4007-70 *02.70 *62.10 4601.70 460/.10 460-70 +62.70 402-70 *02.70 49249.3 +80147.4 +60/49.3 58' +62-70 +901-70 +60/-10 +82-70 4607-70 *60/49.6 +80180.6 *6244.9 490/44.9 *80744.9 63' +62.70 4601.10 +60.70 482.10 +80/-70 +6242,9 40242.9 70' +82.70 462.70 462-70 +7280.0 +/47 84' *00/.70 *62.70 *60/.70 4/45.8 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAI. FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION FRAME ASSEMBLY TUBE HDIMENSIONWINDOW ADDITIONAL -" DIMENSIONI"� ANCHOR '6' (4), IF REQ. SEE SHEET 4 FORADDITtONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4& 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION '8. FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. SEE SHEETS 1, 4 8 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED • • • • • • • • • • • • FOR THE FRAME • ASSEMBLY TUBE. •••• • • • • • •• ••• •• • • • •• Approved es coinpI1104 w119 167 Florida Balding Cod? Date NOMLL 61lemrDade Prates( Cent • ••• •• ••• • • • • • • • • • • • • • •• • • • it C •• • • • • • • •• • • • •• • • •• • • • ••• • • • •• • ircO J U 9 z�o� iV mVl � Qf . o Z n az o lYAyy M/ \ * • No. 588705 =�o� srdf�j'3 mow: A. LYNN MILLER, P.E. P.E.958705 07 m N 0 U ••• • • • • ••• • It • • • • • • • et • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS AS REQUIRED PER TABLE 3. SHEET 4 Item Dwg. 6 Description Mat. 1 7005 Maln Frame Head, SIII &Jambs 8063-T8 Alum. 2 7071 Anchor Plate 808378 Alum. 3 7007 Installation Hole Cover 8083.78 Alum. 4 7010 Frame Corner Key Steal 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSeal Spacer 32 1713 Setting Block 5/32" x 3/16" x 1.1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 35 7036 Bead 6 6083-T8 Alum. 36 7042 Bead C 6063-T8 Alum. 37 7059 Bead 0 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flax PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 70 134 Add-on Flange 6063T6 Alum. 71 7004 Casement Frame Assy Tube 806378 Alum. 86 68 X 1-1/2" Quad Pn SMS Stainless Steel Stainless Steel 90 612x 1" Ph. Pn. TEK Stainless Steel OFRAME HEAD, SILL & JAMB #7005, 8083-T6 883' 1 7{ 1.358' ra rf: .040' II�441' .288' -I .095' .125" — .082' 1.124'1 - I 2.701" J .093' 71 FRAME ASSEMBLY TUBE #7004, 6083-T8 [— 093' L T OINST. HOLE COVER ANCHOR PLATE ADDON FLANGE #7007, 6063-T8 O 70 #7071, 6083-T6 #134, 6083-T6 �- 3 .050' .805' 35 BEAD B #7036, 6063-T6 II, —►{ .172" .623'/.-1- .060' ri .885' .870' .050' IS IIIILLLL J T L.i .689' O36 BEAD C 3711 BEAD D #7042, 6083-T6 #7059, 6063-T6 ``.\ONY 1�� LYNN //yip Q��••.•' 1'7OENSF • '. < - *1: No. 58705 ..1.0R19!'.•. STAT G .•••\ s •• //11/41/.`9/0./N, 04;\'`‘‘ ••• P.1806705 3 0 3 W • Rotisecli0y:• Dote: • • • • • • • ••• • • • Rereo5y'•i19: • Revision: Revision: Approved as tomptylaa with the Florid. laid/ • Code nate NORM tv'ro Dade Peodoet . tre ••• •• ••• 107: 1ECHN01.21QY DRIV1 N.•ox VENT F�� 275 •15 : • Reg IS, FL 4417 4 • CERT. OF AUTH. #29296 Description: BOM,4ND EXTRUSIONS Title: • • • Dote: RIXEINC/SiMENT WINDOW DETAILS - LM 08/08/12 Series/Me: • • • Scale: Sheet: Drawing No. Rev: CA -740 NTS 11 OF 11 MD-CA740F-LM Drown 8y: J ROSOWSKI •• • • • • • • • • ••• • • • • • 0_6_11 • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • MIAMI.DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 PERA -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of I1, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26'h Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miam idade.Rov/pera/ RENEWAL of this NOA shall be considered after a renewal application has been feledalud there hat • been no change in the applicable building code negatively affecting the performance of thii p• od i ct. • •••.:• TERMINATION of this NOA will occur after the expiration date or if there has be a revision or change • in the materials, use, and/or manufacture of the product or process. Misuse of this NOAtrs• n endgrsent of any product, for sales, advertising or any other purposes shall automatically terminMethis NOA. Failure to comply with any section of this NOA shall be cause for termination and removal anon. • •• • •• •• •••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade .cgggty, Florid$, and followed by the expiration date may be displayed in advertising literature. If any 11iorttori of the NC1A is displayed, then it shall be done in its entirety. •• • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the Snanufactierer:o>i its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The subrnitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED Gwcp1' .e. 2$ NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 • .• • • • • • •• • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. •••• • (Submitted under NOA No. 06-0405.06) '• •'• • " • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 •• • • • • • • 2) Uniform Static Air Pressure Test, Loading pa.1! 42 TAS 242-94 . • 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, TA:1013-94 :•::••• 6) Forced Entry Test, Type "C" sliding window, a> 1e 10, • • per FBC 2411 3.2.1, TAS 202-94 and per A•STM842-04 .• Along with marked -up drawings and installation diagragt o.fi ,XOX• aluminum • horizontal sliding window, prepared by Fenestration Testing L'abo'rator*' Ii3g Test' • Report No. FTL-4859, dated 03/08/2006, signed and sealed by . Tdmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. .... 4. Statement letter of no financial interest, conformance and corrnp1ianae with'the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. C1ark,.P;V.. •;;•�: (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330,•i ee 1 by hi tration• Testing Laboratory, Inc., dated 07/18/2007, signed and sealed'1SrCarlos'S. Rionda, . . P.E. (Submitted under previous NOA No. 07-0815.09) • • • • E-2 . . . . . ..• .. •••• • .• • . • . . •. • . • • • • . • ... . . • Jaime D. Gascon, P.TI Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 • . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0639.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. • .•• • • • • • •.•. • . • • •• • •.•. • • • . • • • • • • o • • • • • • • •••• • • • • • • •••• • • • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • •• • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, 1. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.). GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 A1481110 MiklU`+L• • •• •• • • • 8. THIS PRODUCT HAS BEEN DESIGNED R)ESVED•TOCON1PL "VIM TIE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).• •• • •• •• •• • • • •• ••• •• • • • •• 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. R.nday J.J. Rend By J.R. Renday F.K. anon ar F.K. aa, 10/17/11 ,7.'8n. E at.: 6/20/11 Dab: 4/15/07 at.: 2/28/06 R.N.bro D Rew.a.: C pretlWday J.J. FBC 20j0•Cj1DE•CCNGE •• • • • • • • • • • • • • 6070 TECHNOLOGY DRIVE ADDELf}GJ''IP TO E TEMPE�i EUj� +30ITNOW. • •-• • • NOKOMIS, FL 34275 ADD FTj-1310 TO? ctTES 78 tleNOTF�1O CURT PED1f. Dd. Ir 3/23/06 • P.O. BOX 1529 NOKOMIS, FL 34274 PGT Oravitst GENERAL NOTES The: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better art __: ad.: a_t c...rora R." HR710 NTS 1 0 11 4127-10 E NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 3 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 DESIGN PRESSURES ELEVATIONS PRODUCT REVISED us complying with the Florida Building Code Acceptance No " i !r•ee.__'�..r Miami ado' .' at Centro \�1l til 1114 �\\Ny .YNN MF, ��.•'ocENSE 'A s * : No. 58705 ST TdoF � %°"<`'•. FIOR\OP•'• C' ",,,' /OIIIINAL�� A. LYNN M�L6R`P.5. ` 5.5.17 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1/2" NOM. GLASS BITE f (60,61,62) 4-* 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 66,67,68,69,70,71 63,64,65 aEXTERIOR INTERIOR E, (ALL SECTIONS) v 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE � 1/8' OR 3/16" ANNEALED OR TEMPERED GLASS /D\ • • .1a" Ft • • • 13/16" LAMI GLASI V?1/•5516; L M • •• • • • • ••• • •• • • • •• ••• •• • • • •• A\FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G Rend 6y. J.J. Renday, J.R. Rend6y: F.K. Onan By; F.K. aro: 10/17/11 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED — 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS A 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT RRVISED as complying with the Monde Building Code Accc Rance No Ea Data Munni Dodo product Cont 6/20/11 aro' 4/15/07 aro: 2/28/06 Revisions Revisions: D Revisions: C cn ceder J.J. NOCH/EVtiF•THII AEET • • • • • • • ADDED 1C.C4P TOSE TEFIPEI E .30I NOTE. • • • _• •• 111170 TECHNOLOGY DRIVE •J__ • NOKOMIS, FL 34275 NO C THIS "FLEET • • •• • Data: 9/23/08 • • • • • • P.O. BOX 1520 NOKOMIS, FL 34274 PST Dratilarr GLAZING DETAILS 1 ioibly Better IRs ALUM. HORIZONTAL ROLLER WINDOW, IMPACT £.: Bays BM. Or.* He Rer. HAM Full 2 a 11 4127-10 E 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX (1/4,1 2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) D FOR INSTALLATION IN THE HVHZ ABOVE 30 LSFT,GLASSHALLHAVETYPESAG- TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A, B,G, H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE SMALLER) 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 nstcomplying v iI1 deuenFlorida UP TO 74" C D E F I J K L +75.0 -75.0 Bonding Acce Nonce No I fi o Da . _ .- P' ..!% GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 Miami/Sade Pro.uct Cantron A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/U WS). • • . . C. 5/16" LAMI - (1/8" HS, .090,4/8' HS) • • • • D. 7/16" LAMI - (3/16" A, .090, 3/16• • " A)• • • • • • • •Q' E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H•13/116" hAMWG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) R 16/16" hAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) 9. • 16I1S 1:440-1/8" 1 OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4"SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) `,�t�YN'' 4',,,�, r0•.••�ENse • F� �% ... is58705 •• = * . No. ; - it-`�' 11./ w'. -0 • �• 2 1 I I� •• W ` BTATE OF ..1...,?.: `�. �'C •.•.,......•, \„` ' �SS L \`� Ai-' 1'/ON A `��. A. LYNN 1111, P.E. P.E.0 58705 Lrod0 R..7.1./,' J.J. Deb: 10/17/11 9.,5 E • • • • • • • • • • .1:. NO CH�JGfj THIS jHEET • • • • • • Dmeo{otlm: Rend ay.• D,b: R.Nslmc • . .. . •. . X70 TECHNOLOGY DRIVE DESIGN PRESSURES JR, &/2041 D ADDED, TO:E TEMPEdA a+3011 NOTE. •• • • NOKOMIS,FL34275 � nw: Rend*y F.K. Dale' 4/15/07 R., 0,,r C ADD INjF�.�•4L FII�OPTIONA L'DATEAVTME 130041 DPs • P.O. e0x 1529 -FP ALUM. HORIZONTAL ROLLER WINDOW, IMPACT D..., F.K.D FK. 2128/08 ta.d.J. J.J. • I(• a/:HR710 3/23/06 NOKOMIS, FL 34274 visibly Beth/' NTS 3 " 11 D AHP 4127-10 R� E • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • 27 3/8" MAX. DLO VENT RnWer J.J. Ron a By J.R. 54 5/16" MAX. DLO FIXED 0 X 57 M DL( FI, LF 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) Dolan 10/17n1 R. isbnc E DETAIL A - OX OR XO AX. GE v1E IG. 27 3/8" MAX. DLO VENT X 27 3/8" MAX. DLO -.- FIXED D D 85 7/16" MAX. WIDTH I.F. FRAME F.--88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) Deft. 6/20/11 0 THIS RmGBY F.K. Abp 4/1!/07 RambbR: DasmBy F.K. 2/28/06 J.J. NO C3/4J F•TH& EET • • • • • • • • • • NO ADD 11 NTT D IL . fEN&*S�D CM �ER• CONSW OND IL F 0 SNT 6. • • • • 3/23/06 • • • • • $701ECHNOLOGY DRIVE • NOKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS. FL 34274 PcT ELEVATIONS Visibly Beam 711b, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11~ta,t span: Bti.t D'...,Na mr HR7I0 NTS 4 .r 11 4127-10 E 1'RODUCT REVISED nc complying with the Florida Building Code Acceptance No 4 041 - Ont • _ / 0/da ado I roducl Control \\\0,i111//,,,, // 0LYNN A1/ i, a1`�',. �\cENSE ',.'P * . 4o.58705 •'. STT OF Ts '• ..FLOR1o�'' SS/OVAL ¶' A. LV��JIAMILt. 12, P.E. P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DLO FIXED ~ �- JDLO VENT f 63" M A 3/8" AX. ALL KED TES / O _ L• • • .4., �:4 •'"v / / I X •_II —•_• • A 56" MAX. DLO VENTS ALL 62" I.F. FRAME ALL CONFIG. FLAT\ FRAI AL CONI MAX. —• —•-.4 -11"_ • • — • c71 • I • @� w TF;I.F F4MC 74" MAX. WPDRH FL•AAQE FFNIIE • • • • • Dolan 10/17n1 R. isbnc E DETAIL A - OX OR XO AX. GE v1E IG. 27 3/8" MAX. DLO VENT X 27 3/8" MAX. DLO -.- FIXED D D 85 7/16" MAX. WIDTH I.F. FRAME F.--88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) Deft. 6/20/11 0 THIS RmGBY F.K. Abp 4/1!/07 RambbR: DasmBy F.K. 2/28/06 J.J. NO C3/4J F•TH& EET • • • • • • • • • • NO ADD 11 NTT D IL . fEN&*S�D CM �ER• CONSW OND IL F 0 SNT 6. • • • • 3/23/06 • • • • • $701ECHNOLOGY DRIVE • NOKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS. FL 34274 PcT ELEVATIONS Visibly Beam 711b, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11~ta,t span: Bti.t D'...,Na mr HR7I0 NTS 4 .r 11 4127-10 E 1'RODUCT REVISED nc complying with the Florida Building Code Acceptance No 4 041 - Ont • _ / 0/da ado I roducl Control \\\0,i111//,,,, // 0LYNN A1/ i, a1`�',. �\cENSE ',.'P * . 4o.58705 •'. STT OF Ts '• ..FLOR1o�'' SS/OVAL ¶' A. LV��JIAMILt. 12, P.E. P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR I Ili MirtrikiL MAX VENT DLO 4+— MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B EXTERIOR (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME I-+ MAX. FIXED DLO — 1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR I—I__II INTERIOR 0 • •• • • • • • • •• • SECTIOIG•C-C••• •• (VERTICAL SECTION, FLANGE FRAME) SILL (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED al complying vitt the Florida Building Code Acceptance No-- a. 4 Ex i : io Dat !'Rya/ 01/42 ,diami Dade Product Control Rawer J.J. RewOBy J.R. Wb 10/17/11 Oab: 6/20/11 Rerbbro: E RaNNarr: D Rand By F.K. 4/15/07 Revisions: C &money: F.K. 2/28/06 &MehtdBy J.J. NO CH/tIgq,•THA:1 E7 • • • • • • • • •• NO CHAI4E•THIS �(1EET• • • • • • ADD INTfL FR AME, 149SS41, 4291?043ANQ I�E•W3.•• db: 3/23/06 :70 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • P.O. BOX 1529 NOKOMIS, FL 34274 ftT SECTIONS TR* ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better ser.141b. sat ea.., HR710 Half 5 a 11 4127-10 E ��N, ILYNN /M///io � :00ENSE '•.'A - * .* No.58705 ��O STAE OF j ` i'� '• FLOR10?••' �\�� A.tLYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• ITEM DWG# REV DISCRIPIION MAT' L PGT# 4102 A FIANGE'•FRAM EHEAD 6063-'1'6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 3 #8 X 3/4 PEI. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-16 AL 64136 7 4137 SILL ADAPTOR 6063-16 AL 64137 8 4131 ROLLER TRACK 6063=1.6 A I. 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL I'OA M PAD 7PA D1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 48 X 1.000 QUAD PN. SMS 16 4110 0 SCREEN ADAPTOR 6063-T5 A L 781 PQA 64110G 17 4054 13 FIXED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEA L 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 Al. 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEA L 61683( 23 225-1 ROLLER 42112HD 24 226 29 4128 32 4006 BRASS R01,1 ER WHEELS 13RASS 7BRW HL2 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N D SASH MEETING RAIL 6063I1S-T6 Al. 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH D1 ECA ST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" I. OR R 41 4139 I.F. FRAME HEAD 6063-T6 Al. 64139 4140 1.F. FRAMI3SILL 6063-16 AL 64140 43 4141 I.F. FRAMEJAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6.1'P248K 53 4039 13 GLAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLAZING BFA D - 5/16" W /GRILL. KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 me 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD- 13/16" 6063-T5 AL 64067 60 GLASS 62 63 5/16' LAMI (1/8" A,•090 YVf341/1g A,� • • • • 5/16' LAMI (1/8" h .090 PV/I•1/8+' HIST) • • • • • 5/16' LAMI (1/8" I1S,.090 PIA, 1116 NS). . i . • • 7/16' LAMI (3/16" di,. t90440, 3P1a)• • • •—. 64 7/16" LAMI(3/16" A, .090 PVB, 3/16" IIS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" IIS) Rend By: Deb: RavfFMt J.J. 10/17/11 E NO CH4 R TH?$li'EET • • • • • Reva06r. Deb: ~eons: •70 TECHNOLOGY DRIVE J.R. 6/20/11 D ADDED•(VIf .T TO3 L1S$TY1 4 • • • • V • , NOKOMIS, FL 34275 Rand By: F.K. Deb: RlvWON: C 4/15/07 Dm.,, Wb, F.K. 2/28/06 ADD ITVie 1, 421t3 • • • • • • • •• • • Chocked Br Da • • .. b: J.J. 3/23/06 • P.O.1308 1529 NOKOMIS, FL 34274 n1?M DWG# 12EV1 DESCRIPTION I•# MA7"I. I PG 66 GLASS, 13/16" LAME 161/8"A (MIN,), 3/8"AIRSPACE , 5/16" IA MI (1/8"A, .090 PV13, 1/8"A) 67 68 69 13/16" 1AM11G-I/8"A (MIN.), 3/8" AIR SPACE'', 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 13/16" LAMI 1G -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"I -IS) 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 71 13/16" LAMI IG -3/16"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"11S) 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"IIS, .090 PVB, 1/8"IIS) 72 73 13/16" LAMI 10-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/I6"A) 13/I6" LAMI 10-1/8"A (MIN.), 1/4" AIR SPACE; 7/16" LAMI (3/16"A, .090 PVl3, 3/I6'HS) 74 13/16" LAMI I0 -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"I-IS,.090 PVB, 3/16"1-1S) 75 76 11 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 13/16" LAMI 10-3/16" A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PV13, 3/ 16"HS) 77 IP 90 1014 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"l -IS) SCREEN FRAME(HOR & VER.) 3105-H14 AL 91 1630 WRINGS CORNER KEY RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROI'. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 041 I.F. FRAME HEAD 64139, 6063-T6 2.784 .062 i 1.988 I.F. FRAME JAMB 64141, 6063-T6 42 A IliOD11CT 12F VISED x. complying with the Florida Building Code Acre twice No 1' •u• Dn Miami 4s do Pro'uct Contro 2 710 .F. FRAME SILL #4140, 6063-T6 PGT D..wNea[ PARTS LIST reb ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SOY.: sneer Dmr6N lfa HR710 NTS 6 e, 11 4127-10 Rer. E * No. 58705 ,SIO/ NAC A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RO.dD J.J. f 1.373 2.710 —.062 I 1./73 O FLANGE FRAME HEAD #4102A, 6063-T6 I -II --.062 .490 - f 11 �-1.451--►� SASH STOP #4025, 6063-T5 .062 I f 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 .050 1.096 1 .678 17 •• ••• • 54 GLAZING BEAD.5/16" • •• #40448, 6063- • • • • (USED W/ GRILL KIT} Date: 10/17/11 3. 52 1.'(22 CI FLANGE FRAME SILL #4136,6063-T6 O HORIZ. ROLLER TRACK #4131, 6063-T6 2.1279 .062--- 1.187 1.081 I--- 32 SASH MTG. RAIL #4006D, 6063HS-T6 k:13.6-781.096 —I•---, • •4AZINF BEAD 7/16" • • • • 421 p, 6063-T5 •• ••• •• • • • •• .062 O FRAME SILL ADAPTER #4137, 6063-T6 FIXED MEETING RAIL #405413, 60631 -ID -T6 SASH SIDE RAIL #4126, 6063-T5 050—►I '678 1.115 k 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) I--1.513-- .040 .738 1.443 O SASH STOP COVER #4053, 6063-T5 I'---- 2.784 1.63 1 I .062 --4.— 13 FLANGE FRAME JAMB #4002A, 6063-T6 �rn[.050 1 II� 12 .678 1.096 053 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 R.Wions: E Revd By J.R. Deb:• 5/20/11 Rev4bn: D Revd By F.K. DOS: 4/15/07 R.NrbM: C NO CH Nt E THSiSAEET • •• ••• • • NO CHIME ETHIS IIHEE � • • • • NO CHANGP THISSREET • • Drawn 8y: F.K. D.M 2/28/06 Cheated By J.J. D.3/2d•3/05•r • • • • • • • • •• • ••• •• • • •• •• • =070 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • P.O. BO% 1529 NOKOMIS, FL 34274 FA GT EXTRUSIONS Taw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SolwiRlarkt HR710 Half B"7 X11 4127-10 Rer. E PRODUCT REVISED es complying With the Florida Building Code Acceptance Nu 1_ Date MJDade ' ro'uct Centro 4,C1 0,\11111/0,, CNV LYNN 1//�/',/i *'. No. 58705 s'F<ORID �\t ONAL �y7jrrrllltl\`\ A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS 1YPES D,E,F,J,K,L ANCHOR TYPE > 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2 w w N W j co 2. GLASS TYPES: A WINDOW SIZE W y H HEAD & SILL 2 HEAD & SILL c HEAD & SILL 2 HEAD & SILL 2 ' ' HEAD & SILL 2 HEAD & SILL ' A. 5/16" LAMI - (1/8" A,.090, 1/8" A) ' B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 2 D. 7/16" LAMI - (3/16" A,.090, 3116" A) TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+-1 3 1+C2+1+C2+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 50.625 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+0241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) - G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI A,.090, 1/8" A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 - (1/8" 3 H. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 60.000 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A 3/16" OR 1/4" SPACE, 7/16" LAMI 63.000 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2*1+C2+ 1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 (MIN.), - (3/16" A,.090, 3/16" A) 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1*C2+1 2 1+C2+2+02+1 2 L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1+C3+2+C3+1 3 253/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1.02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3*2+C3+1 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1.C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I1+C3+4+C3+11 3 I.-ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+62+2+C2+1 3 1+C2+2+C2+1 3 1+02*2+02+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+02+2+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2r2rC2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+1 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 © 1+C2+2+C2+1 3 1+C2+24-C2+1 3 1+C4+3+C4+1 25 3/4" max. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 3"MIN. 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+ C3+ 2+C3+1 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 1 ;;-i._; 9" REF. 3 ' X -1---L'"-L1" ; 0 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 - _/� 48.000 1+C2*3+C2+1 3 1+C2+2+ + C2 1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3*1 3 MTG. RAIL, TYP.- PRODUCT REVISED as complying Wail the Florida 50.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Building Code Acceptance No 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C34-3+C3+1 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) .f 'o. Da , Ar i( 60.000 1+C3r3+C3+1 3 1+C2+24-C2+1 3 1+C4+3+C4+1 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4*C4+1 3 Miami Dade Product ConUo 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5*4+C5+1 3 -y 25 3/4" MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 1+C2+3+C2+1 3 1*C2+3+C2+1 2 1+C2+4+C2+1 2 IL-1 31/2"TYP. MIN.l tLYNN /�/�/%. 48.000 1+02+3+C2+1 3 1 +�+C ti:3 +C +3+F lX lid► 1 +i 1+ 3+ 3+1 3 1+C2+3+C2+1 3 1+03+4+C3+1 9" REF. !-!11TH-1 •��`LNY M..! 50.625 1+C2+3+C2+1 3 1k +2+C2+1 3 3+ 3+ 3+ 3+1 3 1+C3+3+C3+1 3 1*C3+4+C3+1 X O X ice% �.,`"O•,.ICEN.3 � P:' 54.000 1+C3+3+C3+1 3 1+C k+CCi1:3 1+�:+3+t * 1+3+ +� 1 3 1+C3+3+C3+1 3 1+C4*4+C4*1 1 � - -�� ---� * : No. 56705 • '.• * ' 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1*C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG. RAIL, TYP.- _� - 63.000 11 C3+3+C3+1 3 1*C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = -a . ' � _ !WNW J.J. Dote: 10/17/11 E NO C H ••.� • • • • • • • a�TH/S FEET • • • • • • Pox % Q•. STA E F ,• (V \ AN •. Rand 9r [Mc ReNaloru: • • • ia70 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX (1/4-1/2-1/4) a ',s'/,CORIDP.•w\G\� ADDEDI PTO ETE ECCE +90 NOT, / '•• F • • • • NOKOMIS. FL 34275 7w' Rend F.K. p6/20/11 4/15/07 a+pwa,� C !• UPDATiT4LE4,:ELECTVAtch DUE:8ANCHCeOP.A0 P.O. BOX 1529 G_ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT `_ �� 'Si�:1 0.... Br F.K. Dec ?/28/05 Chocked by, J.J. Day: Ir 3/23/06 NOKOMIS, FL 34274 Visibly Better arbsillfoOst HR7f0 NTS 8 w 11 a'""ro''t°' 4127-10 Roe E /// A. LYNN MILLER, P.E. P.E.p58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (113-1/3-113) WINDOWS TABLE 5 IGLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L NOTES: ANCHOR TYPE >I 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONESZONES ZONES 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 -1112 STEEL SCREWS (G5) WINDOW SIZE m m m m m m 2. GLASS TYPES: p W H-1 HEAD & SILL 2 HEAD & SILL ¢ HEAD & SILL Q HEAD & SILL 2 HEAD 8 SILL 2 HEAD & SILL 2 A. 5/16' LAMI - (1/8" A,.090, 1/8" A) B. 5116" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DE AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 3 F. 7/16"LAMI -(3/16"HS,.090,3/16" HS) 54.000 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG 1/8" OR 3/16" A 3/16" 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 - (MIN.), OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 2 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16" LAMI IG - 1/6" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 50.625 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2* 1 3 1+C2+1+C2+1 3 1+p2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2*1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x38.375 1+C2+1+C2r1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1rC2+1 2 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X 0 X 54.000 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+11 3 .---ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2r1+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 i HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2✓1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS 48.000 1+C2r1+C2+1 3 1+C2+1+C2+I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 (1) ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3r1+C3*1 3 MIN. O.C. ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3*1 3 1+C2+1+C2+1 3 1+C3*1+C3+1 3 (3" 74.000x 38.375 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 125 3/4" MAX. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*C3+1+C3+1 3 1+C3+1+C3+1 3 3 -1 F-3" MIN. -+ 1- 1 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ C2+i 3 1+C2+1+C2+1 3 1rC3+1+C 3+1 9" REF. 3 X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3r1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 �' 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PRODUCT REVISED with thu Florida 84.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+02+1+02+1 MTG. RAIL, TYP. 2 as complying Building Cod° . 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 EXAMPLE CLUSTER W/ QTY. 3 OF (3) ANCHORS Lap�pmce No 50.625 1+C2+1+C2+1 3 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t*C3*1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) I- g4:O/ yo ' 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Miami;, °Product' intro 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4" MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3*1 3 1+C4+1+C4+1 4 y 11/2"TYP. 1---3"MIN 86.437x 38.375 1+02+1+02+1 2 1+I2wRC21} 1 1�C2 +Ci#1 2 =+4+1+C�+4 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ! -1-1 11111u117i7, Ny LYNN 7% 48.000 1+C2r1+C2+1 3 1+P2+1+C2+1 1 1+04P+01+0e+14 3Y•+CN1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9" REF. I X - X \\\ 4 \�...•• tCENSE �!(.<0� 50.625 1+C2+1+C2+1 3 1+C2?UC2+f 3 1�C2i1+( +1,•33+14+1+C% 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J} \ J / P•' i 54.000 1+C2+1+C2+1 3 1+1+C241 3�7+�.II+C3.1 3?+C1+1+�+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 -_--� *:_ * .. No. 58705 • 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG. RAIL, TYP. _ - • _ � 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = -o ---, ce z. Rrv•4 BY J.J. U•4; 10/17/11 Rrvswnr E • • • • • • • • • • • NOCH4NGGTHIS6HEET • • • • • • ° ' l %0� . STA E )F 4/ , F Raved B1"' Fii1e1ois • • •• • • • • •070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX (1/3-1/3-1/3) . .F<pRID,. •' ��.� J.R. 6/20/11 0 ADDED IC•C4P TO#E TEWPEEED1 *30�TNOVI . • • • • NOKOMIS, FL 34275 7B•: S "•' �% 5'' R•"°� Date! "•"""" • • • • • • • • ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SIONAL E-.`/ F.K. 4/15/07 C UPDATE j4�LE 5,��LECT VIVA DUETSANCHQR�AP. ADj P.O. BOx 1529 lIIIII 11111 Drama), F.K. o. 2/28/06 CMaa4BY J.J. LM•, 3/23/06 NOKOMIS.. FL 34274 Visibly BetterB'""bO" HR770 Be1i' NTS B"11B 9 a 11 ar.,wox•. 4127-10 R•c E A. LYNN MILLER, P.E. P.E.a 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE >12,3, WOOD & SUBSTRATE 2, CONC GLASS TYPES C,D,E,F,I,J,K, L 1, CONC ZONES ZONES 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W V H _J w to ots 2 o 2, _ U) 03 2 C J J wu1 _ 00 O) m 2 0 J 108 to m 0 J wN Z a+ rn m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+ 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+ 1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 4 1+C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 4 1+C3+1 3 1+C3+1 4 1+C3+1 3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 2+C3+2 2+C3+2 2+C3+2 4 1+C2+1 3 4 4 1+C2+1 1+C2+1 3 3 1+C2+1 1+C3+1 1+C3+1 1+C3+1 1+C3+1 1+C4+1 2+C2+2 2+C3+2 2+C3+2 2+C3+2 2+C4+2 2+C4+2 2+C2+2 2+C3+2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C3+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 4 1+03+1 3 2+C2+2 3 2+C2+2 2 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 4 1+C2+1 3 1+C3+1 3 4 1+03+1 3 1+C4+1 3 3 1+C2+1 2 2+C2+2 2 3 1+C2+1 3 2+C3+2 3 3 1+C2+1 3 2+C3+2 3 4 1+C2+1 3 2+C3+2 3 4 1+C3+1 3 2+C4+2 4 4 1+C3+1 3 2+C4+2 4 3 1+C2+1 2 2+C2+2 3 2+C3+2 3 2+C3+2 2+C3+2 4 2+C3+2 4 4 4 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C2+1 1+C2+1 1+C2+1 1+C3+1 3 3 3 3 2+C3+2 2+C3+2 2+C3+2 2+C4+2 3 3 4 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 e2+” /+Z3+Z' 2+C2+2 3 2+C3+2 4 2+C3+2 4 2$C2+2 • Y 4013+: :V•r+'i•4 2+C2+2 3 2+C3+2 4 2+C3+2 2+C3+2 2+C3+2 4 2+ 3+2 • 2X1.4+2 • it 4 1+C3+1I 3 2+C4+2 4 4 1+C3+1 3 2+C4+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI 1. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/18" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3118" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2+03+2 ! 3 �-ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) 18 3/4" MAX -►{I►. MIN. 1 I 9" REF. - J, � MTG. RAIL 0 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) C 9" REF. 18 3/4" MAX. i� 1 1/2" TYP I I-3" MIN. 1 !- 111/1-4 1 MTG. RAIL - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS O RrvWBY J.J. Rand B!" J.R. Deb: 10/17/11 ReWenW: E 6/20/11 Rev/Wens. D NO CH4 / F•THISt-tET ADDEO?G P TO $E TEI fEl +34 NOTE. • • •• ••• • • • • • • Rend85 WN: 0.41oR: F.K. 4/15/07 C CHO.TAeLi TO Q)SELECT eA4L SDLI� fOANCHO AP.114 Cbookodaj^ ONe: J.J. 3/23/06 Dawn By. Dew F.K. 2/28/06 • fr70 TECHNOLOGY DRIVE • NOKOMIS, FL 34275 • P.O. BOX 1528 NOKOMIS. FL 34274 P ANCHORAGE SPACING, OX AND XO WINDOWS nbW: - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better ewn* eeW, en. b OrmigNer RWr FIRM NTS 10 > 11 4127-10 E PRODUCT' REVISED 40 complying with the Ploride Excs. l,g CodeeAccPtanceNo DatDate i VP Miami Dada Pro ' uct ' ntr 001111I/hn \�O LYNN 4 i//, Ra.'r �1GENgF •... ,p ' No. 58705 4j 3 �0• STA ' F• "11,/ ' A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •0 • • ••• • • • ••• • • • • • • • • ••• • • • 0 • • • • • •• •• • • 4 • • ••• • • • ••• •• •• • • • •• •• • •• • • • • • •• • • • • • • ••• • • • • • 1 • • • . • MIN. 3.4 KSI CONCRETE lx WOOD BUCK, —.- NOTE 'NOTE 3 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 CONCRETE ANCHOR, NOTE 1 /4" MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. SHIM 1 3/8" MIN. WOOD ANCHOR, NOTE 2 1141 1/4" MAX. SHIM I+ - CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 • • ••• • • • NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" S 4 CRETE -F EXE EDED 1 3/ " MI NIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1I (4 HD"• r151THEA,;NCSMUST4p6612IIS FIT HEAD. • • •• • • • • • • •• 2. FOR WOOD APPLICATIONS IN t ♦ANADIt E • t OUNTY,S SE #1!:TEEL SC:REW�(G:) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 41 • • • • • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1.12' iHI/ ORS REMER. IRIS ELLAI 'J TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTI1E4 S O: A /AP:R JEQ B A HORII•1'J-IAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE�AAiERML SHALL iE /•MII IMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STR•JETURAL IREMBLgR SF#ILLLBEO* E see TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) _1 1 3/4" EXTERIOR INTERIOR Y. MIN. E.D (HEA & SILL DETAILS A, B, C, D, & H) TYP. 1/4" MAX. SHIM .• NOTE 1 �I 13/4"MIN. MIN. 3.4 KSI^ E.D. TYP. CONCRETE DETAIL C R•N4By J.J. Rend by. J.R. Rem By: F.K. Thew 2x WOOD BUCK, NOTE 3 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX, SHIM 1 3/8" MIN. DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 10/17/11 R•.Ybu: E o SEE NAILING DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE -� NAILING SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS NO CHANGE THIS SHEET Date 6/20/11 0.00ans: 0 NO CHANGE THIS SHEET (Hawn By F.K. Drew 4/15/07 Drew 2/28/06 C Chocked By J.J. REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. 8 EMBEDMENT. ADD I.F. FRAME. CHG. NOTE 5 TO FBC, "CURRENT EDITION' Drew 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PST ANCHORAGE DETAILS 7n.: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better e.1.•nuoe.r HR710 ear.: Half Meet d 11 DmMp 4127-10 Roe E PRODUCTRBVISBD .s eomplying will the Florida Building Co* Acceptance No li i 'on Miami ode Product Contro i4.04- /Zol(2 111111111//// 0CENS'•.• CO,p *� - STA E Fa, , • ((/�� 111!1111\ A. LYNN MILLER, P.E. P.E.# 58705 7-113 No. 58705