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- - . - . ., - : . - ...' .4 .s_ .- .- •' :. p} x . /.• ' . :',' ;( :L • » i• 1 €' ;:; :;,: • -c' 1 liliti 3 :1 - fel 'rill yo V> k ) 7 // —et , L f; 011 ¥{ / 47/1.1__A? 1 1 . " . 'c" {t //.r_ .: f r o 14'/ // ft VOf)G-f° _ -if/ sp (' /t' ._r ". p./ CY_(. ♦. _ �.;% ) .V f ... - �� . - ft, LE, / P! - 0 / it,---..c - s I t1 : ' t.l ! .. 0 r_, /),r 1_ el. ..�Oi_. -1A a /// .t. r /l, 4• v ii . ; a 4 // , 4, ,}_�T �i tF f . _..3 �i . _Jim? ei c� '.�:.. /l.i �. ' f PENGUIN DEVELOPMENT CORP. 150 W. 25th ST. - - . HIALE-atff, FLA. RES )E FOR: /ft - , PrQt; C /ou5 Scri L)Ftk4%rN BY Lc 70/ Le Yf 1', 171', ' 9 A'1 it; q c CPC f 1 r/Q, REViS C) CHUG). BY \ID ■-■./ . A . 0 L7 (47. (i) • • e 1 0 N • t.„ •••• t \.) IN L () k \ • .1 i 1) S v \ t) r !? t ? . . ' r t. t .15 — ---- / vi* /N ., _______ -_ •,1/4 , 7.'1 ' r' ., r r ( 7\ . r_ _ - 1 \ 6 f 13■2 - • I ex, ‘,/ I r,1- • • 4 t .:\ ) '1•"- • - • \/4 • r . - ' . t • • A -- < -** --•• • • .:") - - 2.7 (0 • "1/4 F , •e- ( • / i • (‘‘. VHF. ..:•,;11 tt:4 NOttO :it;kt.ili F.Pilfa.t.:411 t $.14 1101 ClIt4(0.-1.,IT , An:If.t.M.f.;dt FOCI Ne)it 110 at' PEP.FORmtl.). these plans, together with any and all changes herein, are subject to the approval of: HARRIS REMODELING CORP. • t - ,-....,, (..-\ 'N...- -: \ 11: '''' '.- \ •‘t -*•;- • \ 4 V L, --- c „).-.__ .,.._ • 1 A Pe . .1 t 0 ta i 3 L-Aa' tti:IP.C.At it);is !t 4 1 ;s I FOC -4 1 44 '2. e 550 A s riAc,t Ars) Uesa eLoruF.) , 5/ - • • 0 1 t_ Tr'. 1773 • S t/( 9 1» F J 1 - JIM L. CA11 V MIL ,.,......__/- ,, / t ., .,... PANE1_ FEI6MT 0 ' - 6S' bb* - 102' 102' - 132' MIN. D15TAF . F a°T rM11 GLASS A1 PA1EL KALL MOJt<'T 3 I/2' 3 1/2' 3 1/2' 111D11 MO'JN'T 3 1/2' 5 1/2' 3 1/2' WILD OJT 3 1/2' 3 1/2' 5 1/2" DIRECT MOUNT 3 1/2' 3 1/2' 3 1/2' 111111111 11111(11T 111111111 17ESIGN PRESSURE 111i11111 5 6.00 - 12.00 ciI.44 111111111 151.50 200.00 240.00 111111111 REVISIONS 6/12/16 60 10 1111111111111111111 £ 0 c10 100 110 120 150 PANEL SPAN I N INCA-E5 ,GOR? ER GONNIrGTION N11- 45111" 6 1 W 1 ,4U5 f RTO Y400P, T} e HOOP 1-1.15T 8� 4 ' A MIFWMA -1 2X-4 MUM_ TO "2 SOU X f tME AMP 511iLt.11 IV LLY rAltT Or T}C 11W-11145 STRUCTURE 1 %OR ATTATGFIfr TO PQA1-U115 STRX.TVRP J 'ANSLIS MAY YARY 111 91ZP PANEL SPAN 151" I I6" 110" V4' X 20 /11145RIT5 Yt1TH STVJV) 1/4' -20 BOLTS 114' -20 Yi11 (A5 SPOY4J) RF3T R TO 5GFC7Ul.f± r`OR M111114J I DISTANGt'S !Y. TY &LASS AND PAYI'lL, AW.. -f OR 5PAG1115 FOR SPE. IFIC. ANC,FORS AND rD& DISTMC (ED) FOR VT.C.IFI0 �Jk'.F40R5. ADDITf0R L Hf.R12I^1AR5 MI 1111111/ j I/4' -20 X 1' Ff'X 1E-AP CD V4' -20 LOCK 1117 0 1/4' -20 T T ttum C�J 1/4' - 20 X l' PAN 1/4' -20 X 9/4' I/4' -20 Y:A I- L"RIED OR TR1Y.� FEAD KRJR1FD 571/7 Y111161t!./T "1/8' OD. l t STAINLESS STFPI 114' -20 X 1' PLOOg F'W&> ( 517EYi .LK BOLT) I —S STAII-LESS ST)ML V4' ID. 5/4' OD. FAT Y A.SF 2 6y Mimi Dade Dig ision VERTICAL ELEVATIONS 0 Q PRODUCT RENEWED as comptying kith the Florida [Inkling Code Acceptance No 0 2.- o2'i -).• t 2- Expiration Da .114'-20 X I Sit? YV-J BOLT 1/4' -20 X 1 S1175') 1-K BOLT (i5 500/1.-1) PA`t3.5 RA'f A! 50 B5 11 HORI ZOt-tTA11.Y. V4' -20 X 1' 9112LYLAL.K BOLT i Y 24' (AS 5+10Y11V O 1= 00 v,w 8 8 O a 5 APPROVE() FS Ji1PL ING WITH TIIE SOUTH FLORI B UI �ING_C001 DAT i • BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O l ( 2 - 1 !E I7I5TANGE AND ANGHoR 5PAGINO Vt1Q5US I 516N PRESSURE i PANFI HE I Gl-iT • PIA. .. °,; Nia R.I,V1AR SGHn2UL 5 I. , 5.15 P5F 12D P5F '11.4 P5F POURED Go1 RETE GONGRETE BLOCK POP CONCRETE GONGRETE SLOGK POURED GONGRI=TE CONC RETE BLOCK 4-0 � 1 A1J TYPE EP. TIn-61 LE 54-€AR TENSILE 5T -;FAR TENS I L &HEAR TENSILE Si-EAR Si-EAR , t51 LE &HEAR T1 =NS 1 LE &F AR V4' X1 V2' NAIL-IN 2" 1 " -1" NA NA - -1„ NA NA 7 " 5" NA NA 311 --7" - 1" NA NA III -VI NA NA 7" 1" NA NA V4' ►- u50t•rr 5G1 1 xr 2'' 12'' q , I I „ ci 12 " - „ q ' e ,„ I0„ 6" - 6 „ 12" 12" I2" 11" 12" 10" 10" II" 12" 8" 8" 8" CALK -1N * V2' MALI -41/e 5GFLEA A1rHOR. ue�m F1tn /4-20 2 " 11 " 12 " 8 " 8 " 1t, 10" - 1 " - 8 " 5 , 5 t, 3„ 12" 12" ci" 11" I I" 12" 8" ci" 8" 11" 6" - 1" • ,• ,'Le'O K140K1 A9 EX'APS1041 A1.44bt2 r ° YV14 -20 X 1' 1F 5a3 1-1P-AD f- SAC-1-411 VOLT. WOOD API'LIGATIONS TYPE PIA. TENSILE 54 - A.R TENSILE 51g�,q 4'i11111` + V V Y i409 I11 tT V4-20 x MA—ant SOi T. • , t'OR 19/.5 P'9f' NOR 200 f'3f' I'OR 240 P&P w I7E5161 LOAD, SPACE ALL HARDY WRE AT 6' O.G. Dt:SI&N LOAD, SPACE ALL HARDYtAARE AT 5' O.G. EXCEPT RAIL - 116 TO BE SPACED 4 1/4' O.G. Pnit514 LOAD, SPADE ALL HARDY'ARR AT 5' 0.0. EXGEf'T RAIL TO DE SPA L 4' 0.6. • ALL NbOV FAST1•02.5 TO HAVE A MIRIMJM ED&E. DISTANCE OP 2 1/2' SG JLES PRODUCT RENEWED as comply with the Florida Buidiog Code Acceptance No • - • .. .OZ Eipirutioo Date By At i '"rodretCon Di Is w7 PRODUCT RENEWED ACCEPTANCE No. C tI'05`4• 0 EXP 110N DATE 1U9 u DV By PRO ONIROLDIVISION BUII DING CODE COMPLIANCE OFFICE APPROVED AS COMP „ WITH TH[ SOU1H LORIDA BU O CODE // DATE 11 • 193.6 Dr PRODUCT CU IiROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPrA1lCE t0. -, 311 • v z wn 4 8 -- 1.10 D.Q J, 3 ■ Yl M0�14T SECTION l_1.. MG A is SECTION 1/4' X I V2' NAIL -1N ANC,IiORS� AT 12' o G. TO? X 2 V4' 1't/�` 1.122 11' O.G. E30YT01 MAX. PANS HT. 199' 1/4'X V2' NAIL -I• tiNte 1' O.G. EX1 S11146 C 6 D38.A99 HOOP INSCRT YUTN V4-20 X I' MALI BOLT 6' 0.0. 2 X 2 X V8' STI.V1 12 A146LE ? M .1 FL,L P. PANEL. TO AN6L.E EXI5T1115 )1000 51R1.GTLRE DRA55 PICOP 114SICRT 111TH V4-20 X I' MAL4111E 130LT 12' O.G. Toe A412 11' O.G. BOTTOM GON111Uot.) 'h• hoarier CONT. I 2 X 2 X V0' STUPP D AN6LE Ra -loYA L, V4' -2O Y11N61UT 6 V•' O.G. p, I.- TO ANA r; ,r •■ , MAX !'N 7 5PA1•4 • a4'. GE I L I NG /I N51 D E i�SOth tT V4' -2O YI11 6 V4' 0C. 1/4' X 2 V4' MASONRY SGRLI•"6 12' O,G. 2X2X1 /B' 1.1 ( SILL ) V4' -20 Y11116 /UT 1/4' X 2 1/4' M/vOt/RY SGFEY•t5 12' O.G. SEE SEP.rP01.1 61.1.55 GEILIF +5/I•5117E MOUNT 1/4' x 1 1/2' NAIL -IN l.ILHOSi 5 1' 00. OR t ', SI0N ANC,4 I'4/1/4 -20 X 1' TRU`�5 f'.._A' 1'IAGHI1-E BOLTS 6' O.L. 2X5X MAXIMJI -t TOP AND BOTT0M. I/4' -20 MALNIFC BOLT A10 1UT 12' 00. 1-1&X PAIL HT. • 101' 5G}�1JU._E MIN. 5 1/2' n r I/4' -20 Y111i614/T b I/2` 2 X 2 X 1/8' A145LE. V4' -20 MA 4411E BOLT A't0 !VT 12' I O ,c) TT1 IG/.L TGP f 1301T01-1 G91-1T1N_JOUS 2 X 5 X lib' /".11•LE ' TO R.S..EIYE SILL A1i6LE. 1/4' X 1 1/2' NAIL -IN /.40?' 1' O.G. OR EXPANSION A 4— ORS NI/4 -20 X 1' TRUSS I-EAO MA.GHIIE BOLTS 6' O,G. BUILD OUT 1-40UNT V ALL MOUNT SECTION GOttT111- 1-P_At 1'IJTH 1/4' X 1 1/2' NAIL -111 ANLtioR5 6' O.G. MAX PA'•E _ 5?A1 • 44'. V4-20 X 1' ORIYE -M STL)PS Yl/r I NSI JT 6 1/4' 0.0. C-01-7 . 2' X 2' X VB' SILL A1•6LE ) 4TH 1/4' X 1 1/2' NAIL -IN ,L. 4 RS 6' O.G. • DIRECT MOUNT PRODUCT RENEWED as complying ith the Florida Balding Code Acceptance Nob..- 0/1.1.07, - Espiration Date By ml e PruducYCoat Div ision ALK -IN MA•filt f �SGRE I ANLHOft let/ I/4-20 X 1' MALIAIF1E SGRP�1 I,' 0 .0. CALK-11-1 MA.GHINE SGRPJ 1 A14e.A 4012 YV 1/4-20 X 1' MI.C.H I FiE 5GRP1^l 6' 0 .0. PRODUCT RENEWED ACCEPTANCE No, 91-05 '01 LR EXPATI O' DATE. AnASC 0 Q PRODU L cONI;tOL DIVISION BUILDING CODE COMPLIANCE O1110E APPROVED AS ,C ING WITH DIE SOUTH fLOR % DING CODE QQ DATE ' /� i 19.9 - 6 DY — PRODUCT UNTROL DIVISION BUILDING CODE n COMPLIANCE OFFICE ACCEPRICE NO. Li�LJ3 I • yZ 1 6/12/6 1/`.x/46 REVISIONS 2 � U _Jfpn vur _541" i4 521 1315' 1265' TYPI PANEL SECTION VARIOUS ANGLES 5' STUDDED ANGLE .2000' 1265' 2069' 1263' .123- I/4' -20 X 9/4' 18-8 STAINL.L x5 STEE1.. KIVRLYD STUDS b V4' O.G. 1 n r 2.000' 1263' 1313' * 2 ' ,060' 11h1I HEADER J40' (.0 NALL) V,INGNUT 2 ' .118' LL65 VAT' MARE OVT TO r.+51LY PI :E 'E STORM PAN°L 5. 1111 HEADER .07 0 ALUMINUM STORM PANELS ALLOY 3 I Cdr 4 14 COMPLIES Y ITH: 50lJTH FLORIDA EiUILD fi C.0 S GR T Z 23, SC T101-15 4023 ADOPT101-1 OF ASCE 1 -88, 23145 FATI&IX LOAD TPS111:5, 2915 IF1'AGT TESTS 0110 140.4 DESIGN GRITERIAi MO LOAD PER GRATER 23 OF 5.F B.G. PRESSURE REOJ1RE1-'E14T CAC- VL.4TI011S MIST 6E PfRFOR}-f_D PER ASGE � 1 r -88 '1!1111MJ I Pt Si&N LOADS rOR F31.111_11,1145 AND OT '?R 5TRt ')RPS' D TIO11 - LJ`SO P412' Y'AX ( POSITIVE LOAD ) 6E14ER.AL NOTES: TH IS ALL1M 1 I11M STORI.1 PA L 15 23161 I, POR By a � l e COASTAL 4 NON COASTAL ZOt.E t3UILD1146S. Division ALL AL1 -1114! S EXTRISION5 TO BE ALLOY 6063 -T6 OR P- O.UAL. STORM PA11F1 S SHALL BE ALLAY .010 9105 -H14 ALUMNA -1 G ECVAL 51'50011 -I OR E)-1305SED. T1iE 5TORM PA? L St MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IH AZC.ORDA?+GE TO 11-t! PTML SPEOIFICATIORS F -111 MOE DI5TAI4CE E" TA'3LP AFT-1_1E5 TO HEADER ARID 91U. APP1-IGAT10145 014LY. MOHORA&E OT 11-V 51 R SYDTLM TO CON6REIE OR V.A_,OtL4RY SHALL CONSIST Or V4' DUI, X I V4' NAIL -IN ANC44 RS 1/4' -20 MJAG 111 SORD"1 ARP E PAN510N ANOPORS, I/4' X 2 I /4' MA501 21 SOREN ,4-50R$, 1/4' -20 X I' 17 FfJrP RACH1RE DOLTS, 114' -20 X 4/16' BRASS r T PUTH V4-20 X I' 1-Sl.0 -11Nf= DOLTS, USED IN GO1 F^JTH V4' -20 1'IACHI1lE Sr.REP-t5 FILTH I/4-20 NUTS ARD P4A.5ti , V4 ' -20 PAStit'RLD PU1+6 11JT5, Kl°YHOLL YiA'F! —' AND IQL441ED 911.tz5. 5t'AGIT:5 A9 INDICATED 014 TH15 DR.AY411.45. ANCHORS 544AiL pRoNflpe A HINIMJt-1 OP 1 I /4' I-CENT INTO TI MASONARY. BRJUG A'4D /OR GOt4GR_PTE. A}4Ct:OR Lf 3TH MAY VARY TO AGHII'Ve T1i PROPER Ift-t3Ei71-AENT. A*Y.Fi'S TO Y1003 CO STR11GT1o14 5t4ALL DE 1/4-20 X 9/16 T11RPAPLZ7 DP.AfS HOOD 11-6elzt YU T14 L/4-20 X I' TTWSS HEAD HACHIllE DOLT OR A'4Y 011-r2 DAD?. GOVNTY APPROVED rASTR.S Z ALTERNATIVE r 101 Ala CONDIT10145 ON St ET HO. 2 4 3. EACH 01' SI BEAR A PERT - ENT LABEL 3EL Si i0 I115 'DADE CJJNTY PR07JGT APPR.0 TD' LOCATED IN EACH HEADER. Pt- ',RNIN:S TO OP41✓°R OR TERA/ -T LOGAIW IN HEADER STATII:6 '9TOfzH PAWLS PULL NOT OfTUR F{JRRIGANE PROMOTION UNLESS ALL V4-20 571TG411f -6 RE11r 15 PROPERLY IRSTALLED DlJftI 14 FUND VELOCITIES NI, 75 1-1PJ4. P(AR1111455 AND LA_DEL MIST ALSO DE F't 14T1 -Y P1211iTr1 Ott PK41 3TOR1 PAhP1. F'ERNW -L91T rASTYh'FR G01'01 -TITS, r1.1DEDD•. A1GFiOR DOLTS, 1}!R CGk- OR T-°_TAL SHIELDS, t:OT IN MJST BE PRZ7TEGTTI AGAINST CORROSION, CONTAMINATION A:0 PAMAGC AT AIL. 111 RAT11:6,. rOR CE915H P'RE .IJFr KAT1 CHART 014 PAf,? •-4 4. 1r VV PRODUCT RENEW ;D ACCEPTANCE Nc. EXPIRKI1ON DATE PROD / °CONI DIVISION BUILDING CODE COMPLIANCE OFI PRODUCT RENEWED as complying with the Florida Bukiing Code Acceptance No07.- . p2. Expira ion tote _ .tzy Product Contra) APPROVED AS COG Ylt WITH THE SOUTH FLORID DIN CODE DAT R 19q DY PROD CO 1 'ROC DIVISION / BUILDING CODE COMPLIANCE OFFICE Y Y ACCEP CE NO � a 31J. R.ErUZ t0 O 2 2 a 0 0 W V DOORS: GLASS: MULLIONS: ANCHORS: 6" MAX. TYP. HEAD /SILL CORNERS SERIES 4500 ALUMINUM STOREFRONT SYSTEM 1. cc co c D.L OPG. WIDTH SEE CHART BELOW 6" 1/4" TEMPERED GLASS 0 13" MAX. AT HEAD /SILL • D.L. OPG. WIDTH SEE CHART BELOW 2 1/2" MAX. MULLION SPACING SEE SHTS 4 de 5 TYPICAL ELEVATION THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. SEE CHART AT RIGHT TO VERIFY CAPACITY OF GLASS PANELS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MULLIONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. SEE SHEETS 6 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS E SPACED T TO BASE MATERIAL SHALL SHOWN DETAILS. BEYO D ANCHOR EMBEDM WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. D.L. OPG. WIDTH SEE CHART BELOW r ONE OR TINT/ ANCHORS AT EACH SIDE OF MULL SEE SHEETS 6 FOR CAPACITY SEE DOOR NOA FOR DOOR RATING do DETAILS. 11 THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. a 0 O to 6" MAX. TYP. HEAD /SILL CORNERS " GLASS LOAD CAPACITY - PSF NOTE: GLASS PANELS LENGTH AND WIDTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY. PRODUCT RENEVdED as eve.^.,;`;< ng with the Fioridet t cct:r eNoO3 -0: 02 rs_ar; U .:it Date By- ttlium Dude Product t }ici D.L OPG. WIDTH SEE CHART BELOW 1/4" TEMPERED GLASS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 FOR '0' PANELS LIMIT LOADS TO CHART BELOW. 13" MAX. AT HEAD /SILL ' Approved as comply log with the Florida Bulling C. e De(e I C / NOAP S ,,er M iam i Dade Prod Di ision B. 2 ,3"Th c c 0 ' i sys 04. � 0 0 N 3Lo Z M fr c 0 . 0 v 'o s N O 8 'D 0 z 0 0 u ) N of N 0 I A I drawing no. 97 -38 sheet 1 of 7 D.L. OPNG. WIDTH (W) D.L. OPNG. LENGTH 33" I 36" 39' 42" 45" 48" 51" 54" 57" 60" 63" 66" 69" 72" 75" 72" 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 108.0 104.8 100.8 78" 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.6 104.0 100.8 97.2 93.6 84" 110.0 110.0 110.0 109.2 110.0 110.0 109.6 107.2 108.0. 104.4 100.8 97.6 94.0 90.4 88.0 90" 110.0 110.0 109.6 102.8 98.0 104.8 102.4 100.4 97.6 95.6 94.8 91.2 88.4 85.6 82.8 96" 110.0 110.0 102.4 96.8 92.0 90.0 96.0 93.6 91.6 89.6 87.2 86.4 83.6 80.8 78.0 102" 110.0 105.2 95.6 91.2 88.0 85.2 82.8 88.0 86.4 84.4 82.4 80.4 79.2 76.8 74.8 108" 110.0 102.0 90.4 84.0 83.2 80.4 78.4 76.4 81.6 79.6 78.0 76.0 74.0 72.4 71.2 114" 110.0 97.6 86.4 80.8 75.6 76.4 74.4 72.4 71.2 75.6 73.6 72.0 70.4 68.8 67.2 120" 110.0 94.8 84.8 77.2 72.4 68.4 70.4 68.8 67.6 66.4 70.0 68.4 66.8 65.2 64.0 O 2 2 a 0 0 W V DOORS: GLASS: MULLIONS: ANCHORS: 6" MAX. TYP. HEAD /SILL CORNERS SERIES 4500 ALUMINUM STOREFRONT SYSTEM 1. cc co c D.L OPG. WIDTH SEE CHART BELOW 6" 1/4" TEMPERED GLASS 0 13" MAX. AT HEAD /SILL • D.L. OPG. WIDTH SEE CHART BELOW 2 1/2" MAX. MULLION SPACING SEE SHTS 4 de 5 TYPICAL ELEVATION THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. SEE CHART AT RIGHT TO VERIFY CAPACITY OF GLASS PANELS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. SEE SHEETS 4 AND 5 TO DETERMINE DESIGN LOAD CAPACITY OF MULLIONS FOR VARIOUS CONFIGURATIONS AND REINFORCEMENT. SEE SHEETS 6 TO DETERMINE THE CAPACITY OF ANCHOR OPTIONS. NOTES; THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS E SPACED T TO BASE MATERIAL SHALL SHOWN DETAILS. BEYO D ANCHOR EMBEDM WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. D.L. OPG. WIDTH SEE CHART BELOW r ONE OR TINT/ ANCHORS AT EACH SIDE OF MULL SEE SHEETS 6 FOR CAPACITY SEE DOOR NOA FOR DOOR RATING do DETAILS. 11 THIS SYSTEM IS NOT RATED FOR IMPACT. MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED. a 0 O to 6" MAX. TYP. HEAD /SILL CORNERS " GLASS LOAD CAPACITY - PSF NOTE: GLASS PANELS LENGTH AND WIDTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY. PRODUCT RENEVdED as eve.^.,;`;< ng with the Fioridet t cct:r eNoO3 -0: 02 rs_ar; U .:it Date By- ttlium Dude Product t }ici D.L OPG. WIDTH SEE CHART BELOW 1/4" TEMPERED GLASS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 FOR '0' PANELS LIMIT LOADS TO CHART BELOW. 13" MAX. AT HEAD /SILL ' Approved as comply log with the Florida Bulling C. e De(e I C / NOAP S ,,er M iam i Dade Prod Di ision B. 2 ,3"Th c c 0 ' i sys 04. � 0 0 N 3Lo Z M fr c 0 . 0 v 'o s N O 8 'D 0 z 0 0 u ) N of N 0 I A I drawing no. 97 -38 sheet 1 of 7 ITEM / PART 4 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 CPI -5502 AS REQO. OPEN BACK HEAD /JAMB /MULL 8063 —T5 — 2 CAI -5503 AS RECO. FRAME SIU. 6063 —T5 — 3 CPI -5504 AS REQ0. GLASS STOP 6063 —T5 — 4 CPI -5008 AS REQ0. POCKET FILLER 6083 —TS S CPI -5009 AS REQO. FLAT: FILER M 6063 -T5,, 8 NEOPRENE AS REQO. GLAZING CASKET NEOPRENE 7 AS REQO. SETTING BLOCK — — 8 /10 SMS 2/ CORNER FRAME ASSEMBLY SCREWS — — 9 — AS REQ0. REINFORCING CHANNEL STEEL 5/8' X 4-1/4' X 5/8' X 1/8' T1-1. 10 — — 1/4' TEMPERED GLASS — — irs 0 w Z • ANCHORS A OR B CONCRETE WOOD OR / / /METAL STRUCTU ` F� r � SIUCONE SEAL ON OUTSIDE BEAD Q GPI -5504 35 S IUCONE SEAL ON OUTSIDE BEAD ANCHORS A OR 8 SHEAR PLATE 3' LONG AT EACH ANCHOR TAP. Pt - 5009 CONCRETE WOOD O$ \ \ METAL STRUCTURES /// e GPI - 5502 c PI -5oO8 WOOD BUCKS AND METAL STRUCTURES NOT BY GOPI MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING A) 1/4" TAPCON5 _ _ INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 8) 1/4' TAPCON DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED:. INTO CONC. OR MASONRY i14 SMS OR 1/4" SELF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -75 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 8) PROOUCi' RENEW' I) ss eo^t,ii; i •I Ssilh the Florida • Fish +t;t ; C:5 L' " Act.o;', ido L' Y.J uCicra Data B y- s;.:, z de Product CCea 1/4' TEMPERED GLASS Engc OR: HUMAYOUN FAROOQ STRUCTURES F L A PE / 16557 Apprrovcd as compl)iog with the Florida Guiding Code Date De F, . I • NOAH 9 - *Mira Miami Dade Product Di ' ion li} _ 0 In w 0 0 I In w w j1 r-. 0 n C 0 0 N 'C7 a v 0 N u u drawing no. 97 -38 sheet 2 of 7) 'ANCHORS A OR B 1/4" MAX. SHIM 0 es, D.L. OPENING UNIT WIDTH 0 D.L. OPENING STEEL REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 & 5 • PROF;UCT RENEVt'ED CVIT;r1:. I:h AccIvence No () E ri By NI it. tot ade Product Cori MULLJON COMMON TO STOREFRONT AND DOOR FRAME r (WITH OR WITHOUT STEEL) SEE DOOR NOA FOR DOOR RATING & DETAILS.. A pp rin oil 13 CO 1130) ing pith the Florida Buidlogac Date b 2002 NOA# Miami Dade Product rol lli 'sin y LiJ v) 1— z 0 ce 2 'Ft '5 T, 0 c 0 0. 0 ) drowing no. 97-38 (het Inf 7 V> 111111111111111011111111162A MEM .111111111EL _ EMMOViiiiii + err-seizes _ , _.45TN ND REINFORCING .. INTERMEDIATE PORIZONTALS um ND / / / / 10111.111101Enall 11111111111M Wall 11111111111111111111 S AN-- -- 1111111111■11111MII III& NEM MEI im 1111111 1111 ,/ .II/ i 9 OS 0b MEOW _ MN ■■■ MN .w441 iii1111111 - litat_ " CPI-9802 CPI-9�B WITH REINFORCING NO INTEfitlEOLATE HORIZONTAL LIMN IN ' 111111111■8- RI 111111111111 MIMI INN 1111111.11111111 --• 111111■111 1116111101111111 11 1111.115111010111111111■ 1111 V> 111111111111111011111111162A MEM .111111111EL _ EMMOViiiiii 1 MULLION SPAN J' / / / / 744• 111111111111111011111111162A MEM .111111111EL _ EMMOViiiiii 1 L UUWON SPAN \ / / / / / / g 111111111111111011111111162A MEM .111111111EL _ EMMOViiiiii 1111111111111111111 111,90 . 111111111111111111■11 MU 11111 NI 10111.111101Enall 11111111111M Wall 1111111111■11111MII III& NEM 1111111 1111 ,/ .II/ i 9 OS 0b ■■■ MN .w441 • " CPI-9802 CPI-9�B WITH REINFORCING NO INTEfitlEOLATE HORIZONTAL MIN 1-3/4 r x 4-142 FLUSH GLAZE SY tso 2 S MULLION LOAD CHARTS FOR MULLS WITHOUT INTERMEDIATE HORIZONTALS 4 S 55 MULLION SPACING - INCHES LL (1) 0- 0 —J z CD 1 Li) 1-3/4 x 4-1/2 FLUSH GLAZE 7 2 5 2 g 45 gg MULLION SPACING - INCHES 7; _ WI W2 I W1 I W I W1 W2 PRODUCT RENEWED comp!..ing wiitt the Florida Cw.ie pIa;:ce te flpj. ' , :rLtien Date By FroJuct Contrvi W2 Env-. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE I 16557 fRIBCJTARY W2 2 TRIBUTARY WIDTH = W1 + W2 2 TRIBUTARY WIDTH W1 + W2 2 W1 W2 TRIBUTARY WIDTH = — 2 + 4 Approl et] 113 complying ifli the Florida Bolding Co c 1)2(c_D MOAN Alin ml Dade Vroduct lly_ 0 1. a 0 0 • 0 0 C) z CL 0 a_ 1.4 c. Ce ce N Z o o L.. a 5 •_ cr) •5 a+ 0 a 1 0 0 0 0 drowing no. 97 - 38 sheet 4of 7 1 , .. GPI-55i�2 + GPI 5i�i�9 45 " NO REINFO INTERMEDIATE PORIZONTALS \ \ , / / NVdS NOmnn ■ MULLION SPAN iii iii II WZTN 1-.MI M PAN UMW MON 111 II 1111 It '9 0 111111111111111111 IIILIIIIIMIL• NI ,11„11111,._ •k1k1 ■ ,,L 0 •,■`i(u„1E. minkiamimminm... 1111. M,MITI,,'` / \ / \ / \ \ / \ / _____\ \ / / / / / 1 R / / / \ \ , / / NVdS NOmnn ■ MULLION SPAN iii iii / \ / \ / \ \ / \ / _____\ \ / / / / / 1 R i \ NVdS NOmnn / \ \ \ / / / / / 1 R i \ NVdS NOmnn R i \ NVdS NOmnn 1 -3/4' x 4 -1/2' FLUSH GLAZE SYSTEM IIIrnU ' K 12A 9,V„"„ '18 ' 11111111111111111111111111111111111 1111111111111111111111111111111111111111 8 110111111111110111111 ■, El 111111111111111111111111111111 IMILIMILIIIMM.201111111 st2osiomem EllIfflitellill CPI -5502 a CPI —W0B 45RY Man W REINFORCING - W /INTERr"IEDIATE hhD RIZONTAL5 , II 1111 It '9 0 r, 11) L31 IULLION LOAD CHARTS FOR MULLS WITH INTERMEDIATE HORIZONTALS 25 55 45 55 6S MULLION SPACING - INCHES 0 41 41 n LL V) a 0 J 0 H Ln 0 �5 25 55 45 C5 6S MULLION SPACING - INCHES 75 W1 Wt w1 W1 W W2 PRODUCT RENEWED ..s corn;!: n ; wit he Florida AC.cyi;:r.0 No F ;r r ;icn; Dale B y- Mic �l I ade ProductCoa(rPI Dias ,n W2 W2 W2 W2 W I W1 02 Engr. DR. HUMAYOUN FAROOQ STRUCTURES rL). PE # 16557 TRIBUTARY WIDTH = W1 + W2 2 TRIBUTARY WIDTH = W1 + W2 2 TRIBUTARY WIDTH W1 + W2 2 TRIBUTARY WIDTH = 2 � + W2 TRIBUTARY WIDTH = WI + W2 2 A['pro,cd as corn plying with the Florida Duiding ode Dale NORM - 1* Miami Uadc Product n Dlisio t Cv A �i�. . t•: 0 c . v n as I h • 8 A cc 0 a 0 N v .D v 0 0 J \ drawing no. 97 -38 sheet 5 of 7 SERIES-4500 ALUM STOREFRONT SYSTEM GOPI GLASS CORPORATION MlAMI. FL. 33166 d [ i ANC1 -OR6 TYPE B 1 COPI91 1 1 ANCHOR AT EACH 910E OF MULLS I 1 1 1 i i I 1 I 1 1 1 l I l 1 1 i 1 1 T i r 11 1 I ( 1 1 1 1 1 1 1 111111111111111111 ( y ■■■ 11111111111111111. 11111L2 NU L SP. N - 1111111110111111111 EN - MILMIIIIVVI IMINIBINIE 0 NMI ",,,6 - . MN i 11111111110. t 0 __ MEN ANC -4OR6 TYPE Ad COPIA2 _' 2 ANCHQR9 AT EACH �IOE OF MULLS 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , i 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A NCt10ft� TTPE Ai. GOPIA1 1 ANCHOR AT E 520E oP MULLS kit.i. ) maw ","'Er E. 2 LIINIMISMI■' ) D ) INLIMPbE 84 1 MINVIIIIMEla4 D M```, IA 1 1 1 1 1 1 1 I ^ {, m —1 •1 �]t ) 0 J z 1) t-1 U) w 0 25 35 45 55 65 TRIBUTARY WIDTH - IN. W000 STRUCTURES GPI -5009 R S1 W 1 • ANCHORS TYPE Al W2 GPI -5502 A) 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD 1 II' t1 1 I4 t t1 ANCHOR TYPE 'A' (1) OR (2) ANCHORS AT EACH SIDE OF MULUON 2 z N - 75 I a 18Y OR 28Y W000 BUCKS GPI -5009 2 0 0 0 z h (J) w 0 A) 1/4" TAPCONS THRU WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY W1 + W2 TRIBUTARY WIDTH = ANCHORS TYPE A� 25 35 45 55 65 TRIBUTARY WIDTH - IN. SHEAR PLATE 2 -1/2" LONG AT ANCHOR LOCATIONS TYP. v . C . 4 ' a < GPI -5009 (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) ABOVE GRAPHS ARE FOR ONE OR TWO ANCHORS AT EACH SIDE OF MULLIONS ANCHOR TYPES AND STRATA SHOWN APPLY TO HEAD /SILL AND SIDES N m () '-1 75 25 35 45 55 65 TRIBUTARY WIDTH - IN. GPI -5502 R•Sl 3) 1/4" TAPCONS DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED INTO MASONRY ANLHUI I Y r Li! ANCHOR TYPE 'B' zz - (1) ANCHOR AT EACH SIDE OF MULLJON S N AND A TYPICAL SPACING OF 13" 0.C. PRODUCT RENEWED r.1 .a i •ii :hi: Florida Aca;,::r:cc gin_ f2 _0 ..' '2 Expiration • J —� dIP METAL STRUCTURE 1/8 MIN. THICKNESS I 1� GPI -55502 J V � 7 5 8) #14 SMS OR 1/4" SELF DRILLING SCREW INTO METAL STRUCTURES (STEEL OR ALUM) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. A p lirnvcd as cnn1111yiog Tri1 (i1e FlotiJa Unidin' Code nnce�G 'l X07 - itiirn)I Uadc I'roducl Control n id'I5:0� dt ThV z J8 z °0 0 h at 1 0 r d i ''. o N EI-'t 04 0 O cK A-4 A4 •ki 8 o (1, U pNc6N 4. W 0 O 1 Z ' v J to tA L•-- J L.-/ C ) c ) n 0 a.t n rn 0 0 0 0. ' v v 0 ) drawing no. 97-38 sheet 6 of 7 Ma 1111111111 M MI 78 1",,1M111` N NU L SP N egin m mg , 1 .. i iG II II y ■■■ 11111111111111111. 11111L2 NU L SP. N - 1111111110111111111 EN - MILMIIIIVVI IMINIBINIE 0 NMI ",,,6 - . MN i 11111111110. t 0 __ MEN ANC -4OR6 TYPE Ad COPIA2 _' 2 ANCHQR9 AT EACH �IOE OF MULLS 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , i 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A NCt10ft� TTPE Ai. GOPIA1 1 ANCHOR AT E 520E oP MULLS kit.i. ) maw ","'Er E. 2 LIINIMISMI■' ) D ) INLIMPbE 84 1 MINVIIIIMEla4 D M```, IA 1 1 1 1 1 1 1 I ^ {, m —1 •1 �]t ) 0 J z 1) t-1 U) w 0 25 35 45 55 65 TRIBUTARY WIDTH - IN. W000 STRUCTURES GPI -5009 R S1 W 1 • ANCHORS TYPE Al W2 GPI -5502 A) 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD 1 II' t1 1 I4 t t1 ANCHOR TYPE 'A' (1) OR (2) ANCHORS AT EACH SIDE OF MULUON 2 z N - 75 I a 18Y OR 28Y W000 BUCKS GPI -5009 2 0 0 0 z h (J) w 0 A) 1/4" TAPCONS THRU WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY W1 + W2 TRIBUTARY WIDTH = ANCHORS TYPE A� 25 35 45 55 65 TRIBUTARY WIDTH - IN. SHEAR PLATE 2 -1/2" LONG AT ANCHOR LOCATIONS TYP. v . C . 4 ' a < GPI -5009 (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) ABOVE GRAPHS ARE FOR ONE OR TWO ANCHORS AT EACH SIDE OF MULLIONS ANCHOR TYPES AND STRATA SHOWN APPLY TO HEAD /SILL AND SIDES N m () '-1 75 25 35 45 55 65 TRIBUTARY WIDTH - IN. GPI -5502 R•Sl 3) 1/4" TAPCONS DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED INTO MASONRY ANLHUI I Y r Li! ANCHOR TYPE 'B' zz - (1) ANCHOR AT EACH SIDE OF MULLJON S N AND A TYPICAL SPACING OF 13" 0.C. PRODUCT RENEWED r.1 .a i •ii :hi: Florida Aca;,::r:cc gin_ f2 _0 ..' '2 Expiration • J —� dIP METAL STRUCTURE 1/8 MIN. THICKNESS I 1� GPI -55502 J V � 7 5 8) #14 SMS OR 1/4" SELF DRILLING SCREW INTO METAL STRUCTURES (STEEL OR ALUM) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. A p lirnvcd as cnn1111yiog Tri1 (i1e FlotiJa Unidin' Code nnce�G 'l X07 - itiirn)I Uadc I'roducl Control n id'I5:0� dt ThV z J8 z °0 0 h at 1 0 r d i ''. o N EI-'t 04 0 O cK A-4 A4 •ki 8 o (1, U pNc6N 4. W 0 O 1 Z ' v J to tA L•-- J L.-/ C ) c ) n 0 a.t n rn 0 0 0 0. ' v v 0 ) drawing no. 97-38 sheet 6 of 7 A NCt10ft� TTPE Ai. GOPIA1 1 ANCHOR AT E 520E oP MULLS kit.i. ) maw ","'Er E. 2 LIINIMISMI■' ) D ) INLIMPbE 84 1 MINVIIIIMEla4 D M```, IA 1 1 1 1 1 1 1 I ^ {, m —1 •1 �]t ) 0 J z 1) t-1 U) w 0 25 35 45 55 65 TRIBUTARY WIDTH - IN. W000 STRUCTURES GPI -5009 R S1 W 1 • ANCHORS TYPE Al W2 GPI -5502 A) 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD 1 II' t1 1 I4 t t1 ANCHOR TYPE 'A' (1) OR (2) ANCHORS AT EACH SIDE OF MULUON 2 z N - 75 I a 18Y OR 28Y W000 BUCKS GPI -5009 2 0 0 0 z h (J) w 0 A) 1/4" TAPCONS THRU WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY W1 + W2 TRIBUTARY WIDTH = ANCHORS TYPE A� 25 35 45 55 65 TRIBUTARY WIDTH - IN. SHEAR PLATE 2 -1/2" LONG AT ANCHOR LOCATIONS TYP. v . C . 4 ' a < GPI -5009 (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) ABOVE GRAPHS ARE FOR ONE OR TWO ANCHORS AT EACH SIDE OF MULLIONS ANCHOR TYPES AND STRATA SHOWN APPLY TO HEAD /SILL AND SIDES N m () '-1 75 25 35 45 55 65 TRIBUTARY WIDTH - IN. GPI -5502 R•Sl 3) 1/4" TAPCONS DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED INTO MASONRY ANLHUI I Y r Li! ANCHOR TYPE 'B' zz - (1) ANCHOR AT EACH SIDE OF MULLJON S N AND A TYPICAL SPACING OF 13" 0.C. PRODUCT RENEWED r.1 .a i •ii :hi: Florida Aca;,::r:cc gin_ f2 _0 ..' '2 Expiration • J —� dIP METAL STRUCTURE 1/8 MIN. THICKNESS I 1� GPI -55502 J V � 7 5 8) #14 SMS OR 1/4" SELF DRILLING SCREW INTO METAL STRUCTURES (STEEL OR ALUM) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. A p lirnvcd as cnn1111yiog Tri1 (i1e FlotiJa Unidin' Code nnce�G 'l X07 - itiirn)I Uadc I'roducl Control n id'I5:0� dt ThV z J8 z °0 0 h at 1 0 r d i ''. o N EI-'t 04 0 O cK A-4 A4 •ki 8 o (1, U pNc6N 4. W 0 O 1 Z ' v J to tA L•-- J L.-/ C ) c ) n 0 a.t n rn 0 0 0 0. ' v v 0 ) drawing no. 97-38 sheet 6 of 7 I ^ {, m —1 •1 �]t ) 0 J z 1) t-1 U) w 0 25 35 45 55 65 TRIBUTARY WIDTH - IN. W000 STRUCTURES GPI -5009 R S1 W 1 • ANCHORS TYPE Al W2 GPI -5502 A) 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD 1 II' t1 1 I4 t t1 ANCHOR TYPE 'A' (1) OR (2) ANCHORS AT EACH SIDE OF MULUON 2 z N - 75 I a 18Y OR 28Y W000 BUCKS GPI -5009 2 0 0 0 z h (J) w 0 A) 1/4" TAPCONS THRU WOOD BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY W1 + W2 TRIBUTARY WIDTH = ANCHORS TYPE A� 25 35 45 55 65 TRIBUTARY WIDTH - IN. SHEAR PLATE 2 -1/2" LONG AT ANCHOR LOCATIONS TYP. v . C . 4 ' a < GPI -5009 (SEE DIAGRAMS ON SHEETS 4 & 5 FOR MORE OPTIONS) ABOVE GRAPHS ARE FOR ONE OR TWO ANCHORS AT EACH SIDE OF MULLIONS ANCHOR TYPES AND STRATA SHOWN APPLY TO HEAD /SILL AND SIDES N m () '-1 75 25 35 45 55 65 TRIBUTARY WIDTH - IN. GPI -5502 R•Sl 3) 1/4" TAPCONS DIRECTLY INTO MASONRY 1 -1/2" MIN. EMBED INTO MASONRY ANLHUI I Y r Li! ANCHOR TYPE 'B' zz - (1) ANCHOR AT EACH SIDE OF MULLJON S N AND A TYPICAL SPACING OF 13" 0.C. PRODUCT RENEWED r.1 .a i •ii :hi: Florida Aca;,::r:cc gin_ f2 _0 ..' '2 Expiration • J —� dIP METAL STRUCTURE 1/8 MIN. THICKNESS I 1� GPI -55502 J V � 7 5 8) #14 SMS OR 1/4" SELF DRILLING SCREW INTO METAL STRUCTURES (STEEL OR ALUM) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. A p lirnvcd as cnn1111yiog Tri1 (i1e FlotiJa Unidin' Code nnce�G 'l X07 - itiirn)I Uadc I'roducl Control n id'I5:0� dt ThV z J8 z °0 0 h at 1 0 r d i ''. o N EI-'t 04 0 O cK A-4 A4 •ki 8 o (1, U pNc6N 4. W 0 O 1 Z ' v J to tA L•-- J L.-/ C ) c ) n 0 a.t n rn 0 0 0 0. ' v v 0 ) drawing no. 97-38 sheet 6 of 7 4.500 3.500 GPI -5502 6063 —T5 875 1.222 4,500 2.438 — 3.500 t GPI -5503 6063 —T5 GPI -5504 6063 —T5 GPI -5005 6063 —T5 1,702 .078 TYP. 1 1.750 .078 TYP. 3.197 1.000 .094 3.000 3.500 GPI -5004 6Q63 —T6 0.287 GLAZING GASKET SCALE =2:1 NEOPRENE 125 TYP .626 , 1 4.250 STEEL CHANNEL REINFORCEMENT • PRODUCT RENEWED as will(, :Erg \4ith the Florida ; Code Accepiance No • pi: aticri Date/2 By R iam J'de Frecivct Ceatroi FRAME CORNER� Engr. DR. HU64AY0UN FAR000 STRUCTURES FLA. PE # 16557 0 2 2002 Approvc(1 as complying with the Florida Bolding e Datc r NUAN 2 -- -3.n/ Miami Dade Product .t Da ur 13v �/j� oo Z P. ko Z Q I O C ) N rn N 0 J 6 z 0 A 0 CL' ) c 0 v 0 0. C u 1 v .0 v 0 0 0 0 drawing no. 97 -38 sheet 7 of 7 SEE COLUMN 'A'' FOR -� NO. OF ANCHORS AT HEAD OR SI COLUMN 'A' FOR NO. OF ANCHORS AT HEAD OR SILL I I II II I I 3/16" ANN. GLASS _141_ - - - 1 r - -- II / /.! /II II II JL____JL II II 3/16" ANN./TEMP. - -- GLASS • 11 II I I u 11 II II J L_ II II II 3/16" ANN. /TEMP. GLASS __ - JL_ II 3/16" ANN./TEMP. GLASS _J L -1r o ll B II II II _141_ 15" MAX. TYP. WINDOW WIDTH TYPICAL ELEVATION ( XO OR OX ONLY ) SURFACE APPLIED HUNT INS OPTIONAL OPTIONAL 4 " 6" MAX. II II II I I 3/16" ANN. GLASS II II II II 1 4" (16 -3/4 "MAX. 1 t� TYP. -Qi WINDOW WIDTH TYPICAL ELEVATION ( XOX ) OPERATING VENTS TO BE ±1/4 THE WIDTH OF THE WINDOW - SURFACE APPLIED- MUNTINS- 6" MAX. WINDOW DIMS. WIDTH 72" 84" 96" 108" 120" 72" 84" 96' 108" 120" 72" 84" 96' 108" 120" 72' 84" 96' 108" 120" 74" 106 -1/4" 74" 106 -1/4 "- 74" 106 -1/4" 74" 106 -1/4" HEIGHT 24" 36" 60" 26" 38 -3/8" 50 -5/8" 63" DESIGN LOAD CAPACITY - PSF HEAVY DUTY MEETING RAILS XOX SIZES ONLY 7 8 10 10 11 7 8 10 10 11 7 8 10 10 11 7 8 10 10 11 7 10 7 10 7 10 7 BASED ON FTL -1386 DATED 7 -7 -96 TEST SIZE = 118" X 60" (XOX) TEST LOADS = +67.5, -67.5 PSF DESIGN LOADS = +45.0, -45.0 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = '3/16 " - ANNEALED H.O. MEETING RAILS 3/18" -ANN: GLASS EXT. 60.7 60.7 60.7 60.7 60.7 60.7 60.7 55.8 47.6 42.9 55.8 50.4 48.3 43.1 37.1 42.9 42.6 37.1 34.4 32.0 60.7 60.7 60.7 48.7- 52.2 41.1 40.1 ( +) 1 NT, ( -) 116.5 99.2 87.9 83.2 78.6 73.8 64.0 55.8 47.6 42.9 55.8 50.4 48.3 43.1 37.1 42.9 42.6 37.1 34.4 32.0 41.1 3/18" -TEMP. GLASS EXT. ( +) SERIES -400 ALUMINUM HORIZ. ROLLING WINDOWS COMPARATIVE ANALYSIS - CHAR 1 BASED ON FTL -3802 DATED 5 -15 -03 TEST SIZE = 74" X 63" (X0) DESIGN LOADS = +60.7, -65,0 PSF TESTED GLASS = 3 /16 "- TEMPERED H,D. MEETING RAID 1NT. ( -) 60.7 125.0 60,7 125.0 60.7 125.0 60,7 125.0 60,7 125.0 60.7 99.6 60.7 97.5 60.7 99.8 60.7. 88.5 60,7 80.7 60.7 .74.7 60.7 73.1 60.7 70.8 60.7 59.6 65.1 59.6 58.8 58.8 53.3 53.3 49.6 49.8 47.0 47.0 45.0 45.0 100.5 60.7 125.0 70.1 60.7 125.0 68.2 60.7 90.9 48.7 60.7- - -- 84.5 52.2 60.7 68.9 60.7 62.6 40,1 51.1 51.1 10 33.4 33.4 40.0 40.0 . A = ANCHORS PER HEAD & SILL 31E TEMP. GLASS READ, AT FIXED LITE ONLY BASED ON FTL -1364 DATED 2 -1 -96 TEST SIZE = 72" X 48" (XO) TEST LOADS = +91.0, -91.0 PSF DESIGN LOADS = +60,7, -60,7 PSF WATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = 3 /16 "- ANNEALED STANDARD MEETING RAILS NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7-95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WINDOW DIMS. WIDTH 24" 38" 48" 60" 72" 24" 38" 48" 60" 72" 24" 36" 48" 60" 72" 24" 36" 48" 60" 72" 26 -1/2" 37" 53 -1/8" 74 ". _. 26 -1/2" 37" 53 -1/8" 74" 26 -1/2" 37" 53 -1/8" 74" 26 -1/2" 33 53-1/8" 74" HEIGHT 24" 36" 60" 26" 38 -3/8" 50 -5/8" 63" 4 4 6 6 4 4 6 6 6 4 4 6 6 6 4 4 6 6 6 4 4 6 6 4 4 6 6 4 4 6 6 4 DESIGN LOAD CAPACITY - PSF STD. MEETING RAILS X0 OR OX SIZES ONLY 3/18" -ANN. GLASS EXT. ( +) 1NT. ( -) 60.7 60.7 60.7 60.7 60.7 60.7 60,7 60.7 60.7 60.7 60.7 60,7 60.7 60.7 54.3 60,7 50.6 39.0 X X 60,7 60.7 60, 7 60,7 60.7 60,7 60.7 60.7 60.7 60.7 60.7 49.7 58.3 125.0 125.0 125.0 125.0 110.1 125.0 113.8 102.6 82.3 70.5 125.0 85.3 74.8 60.7 54.3 74.4 50.6 39.0 X X 125.0 125.0 125.0 95.6 -- 125.0 103.9 86.3 65.6 109.9 78,7 61.7 49.7 58.3 JUN 132003 3/16" -ANN. GLASS EXT. ( +) 1 NT. ( -) 60.7 60.7 60.7 60,7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 54.3 60.7 60.7 60.7 45, 5 41.8 60.7 60.7 60.7 50,7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 50.8 60.7 4- 42-.4 -- 42 -.4- --6 7- 6 30.7 30.7 49.8 6 X X 39.0 A = ANCHORS PER HEAD & SILL Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 3538 H. D. MEETING RAILS XO OR OX SIZES ONLY 125.0 125.0 125.0 125.0 110.1 125.0 113.8 102.6 82.3 70.5 125.0 85.3 74,8 60.7 54:3 102.4 68.3 62.0 45.5 41.8 125.0 125.0 125.0 -95.6- 125.0 103.9 86.3 65.6 109.9 78.7 63.8 50.8 88.3 6-3:-3 49.8 39.0 3/18" -TEMP. GLASS EXT. ( +) 60.7 60.7 60.7 60.7 60,7 60.7 60.7 60.7 60.7 60.7 60,7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 50.7 -- 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60.7 60,7 PRODUCT REVISED as complying with the Florida Buidin g Code Acceptance No 0 3 -0 piration Dete 'r'! L I By MAT D de Product Con f}i i 9f fiF� 0 1NT. ( -) 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 123.9 108.1 96.5 125.0 102.9 92.9 79.3 70.8 125.0 125.0 125.0 125.0 -- 125,0 125.0 125.0 117.4 125.0 118,7 107.9 89.0 125.0 60.7 81.0 65.0 �E )IE TEMP. GLASS AT 80TH UTES. SEE ANCHOR NOTE FOR WINDOWS WITH TEMPERED GLASS ON SHEET 2. .0ta I0 0 0 0 fV i ( drawing no. W97 -31 sheet 1 of 4 U _ N a 0 U 0 0 17.1 (1 > 0 0 co 0). 0 w s 1- 0 z w 3 cO 0) ro 0 0 W cc a. 0 0 0 m 0 M - TYPICAL ANCHORS 1'BY OR 2'BY WOOD BUCKS a) �I 0 11 ® � ii I 11 I ►/ iii=111111 © t W1(WEEPHOLE) ,1 W2 I: 1111 TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCKS NOT BY CURV -A -TECH, MUST SUSTAIN LOADS • IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 BY OR 2 BY WOOD BUCK LOCKS LOCATED AT ±10 -3/4" FROM EACH END EXTERIOR WINDOW WIDTH in \\Uk1\\p'\ into. 0 XOX LAYOUT TYPICAL ANCHORS: A. INTO 2" BY W000 BUCKS 3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD B. INTO 1" BY WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WfTH 1 - 1/4" MIN. EMBED INTO MASONRY [ 1 WINDOWS OF CONFIGURATION XO OR OX GLAZED WITH 3/1 .- TTEMPTCLASS SHALL - USE 1 /4- Dik TAPCONS AT F 1 ANCHORS AT JAMBS AND SILL MAY BE 3/16" DIA. FOR LALL CASES. J 1 GLAZING METHOD: EXTERIOR GLAZED, 3/8" TIP. GLASS BITE, USING SILICONE BEDDING COMPOUND NO. OSI HM -270 AND ROLL FORMED ALUMINUM BEAD. SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN SILL AND JAMBS SEALED WITH ALUM COLORED SEALANT. WE E P110 LE S: W1 - 3/8" NOTCH IN LEG AT EACH END W2 - 3/16" X 2" NOTCH 4 PER SILL W3 - 3/16" X 2" NOTCH 3 AT XO & OX SIZES 4 AT XOX SIZES OPEN CELL FOAM PAD (1/2"X 3/4 "X 3 AT EACH W3 W4 - 1/2" X 1/8" NOTCH AT SILL TRACK AT 2" & 39 -7/8" FROM EACH END (XOX SIZES) AT 1 - 1/4" FROM EACH END (XO OR OX SIZES) Engr DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 3 CAN. 3538 JUN 1 3 2003 1/4' SHIM MAX. PRODUCT REVISED as complying with the Florida Buidicg Code Accepts uce Na 03. OeOZ. 06, r&z@ration Dzte 4PJ21G 17,Z40L9 By DMI 4 TYPICAL ANCHORS Dade Pro<JIct Cosy 0 0 z z 0 cn N tY z 0 W W N c O 0 W V N W 0 U 0 z w N_ 0 U O z 0 0 0 0 co co N n rn 0 i Csi ) drawing no. W97 -31 (sheet 2 of 4 I r a 0 0 ITEM # PART # RIND. DESCRIPTION REMARKS 1 10248 1 FRAME HEAD 6063 -T5 2 10845 1 FRAME SILL 6063 -T5 3 10847 2 FRAME JAMBS 6063 -T5 4 11822 1/ VENT RD, FIXED MEETING RAIL 6063 -T6 4S 10249 1/ VENT STD. FIXED MEETING RAIL 6063-T6 5 10846 1 SILL TRACK 6063 -T5 6 10250 2/ VENT VENT TOP /BOTTOM RAIL 6063 -T6 7 - 1/ VENT 5/16' BOX SCREEN OPTIONAL 8 10257 2/ VENT VENT SIDE RAIL 6063 -T6 9 11823 1/ VENT H.D. VENT INTERLOCK RAIL 6063 -T6 9S 10256 1/ VENT STD. VENT INTERLOCK RAIL 6063 -T6 10 C -3055 4/ VENT WHEEL HOUSING 1 GUIDE NYLON 11 C -3056 2/ VENT ROLLER PIN STAINLESS STEEL 12 C -3085 4/ VENT VENT FACE GUIDE NYLON 13 - . 2/ WINDOW W£EPHOLE HOUSING 1 FLAP NYLON OR CELCON 14 - AS READ. ALUM GLAZING BEAD ROLL FORMED ALUMINUM 15 -. AS READ. SILICONE GLAZING COMPOUND OSI HM -270 16 7916 -187 AS READ, FINSEAL WEATHER STRIP 17 - AS READ. # 8 X 1' SMSPHP SCREWS ASSEMBLY SCREWS 18 10255 4 ALUMINUM VENT LATCH 6063 -T6 19 C -3081 4 LATCH SPRING CLIP STAINLESS STEEL 20 C -3057 2/ VENT BRASS ROLLER 21• - 1/ VENT # 8 X 2 -1/2' SMS FIXED RAIL BOTTOM SCREW TYPICAL ANCHORS 0 © 8 111 - .41M111111NP Ri 0 4) 0 0 4S STD. MTG. RAILS (FOR XO OR OX ONLY) O WINDOW WIDTH EXTERIOR HEAVY DUTY MTG. RAILS XO LAYOUT OX OPPOSITE 1/4' SHIM MAX. WOOD BUCKS NOT BY CURV -A -TECH MUST SUSTAIN IMPOSED LOADS 4. d. - TYPICAL ANCHORS Err DR. HUMAYOUN FAR004 STRUCTURES FLA. PE # 16557 CAN. 3538 PRODUCT REVISED as complying n ith the Fiorids Bu Wing Code Acre twee No 0.5 0807.0(0 xpirati6n 1late L $ By l0. JUN 1 [Ptvi ade Product Ceetra 3 2003 Z co o O° E U. 1 2 . Fi o 8 O a O to '• 6 r o Z W pr.) O :a « Or 9 -6 cos W ZNO°M W N � • o' Q U a 2 U . Z O m z P 0, • g co o O 2 Z p. Q Ce o • O v 0 U w o 8 N E..- t, XF--0 -G c a . O ” NL co 1 • C111 6 r) w ° • o wa 0 U rn i O N Q1 0 0 c 0 0 w 0 0 U 0 z. 0 0 M v drawing no. W97 -31 (sheet 3 of 4 ) 2500 3.312 2.000 _FRAME HEAD. 10248 6063 —T5 . 9 1.062 .812 VENT TOP /BOTTOM RAIL 10250 6063 —T6 .921 SILL TRACK 10846 O 6063 —T5 FRAME SILL 0 10845 6063 —T5 212 I�-- FRAME JAMB 1.126 .812 II 1.062 VENT SIDE RAIL 10257 6063 —T6 .062 H,D, VENT INTERLOCK RAIL 11823 6063 -T6 1.671 H . FIXED MEETING RAIL, 11822 l 6063 —T6 1.500 L 1,062 - STD. VENT INTERLOCK RAIL O 10256 9S 6063 —T6 1.594 --0- 1.624 1.499 4 1.046 L1.094 STD. FIXED MEETING RAIL 4S 10249 6063 —T6 FRAME TOP CORNER FRAME BOTTOM CORNER JUN 1 3 2003 ,VENT CORNER Engr, DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 n' 1 . de 4 J0.; " • Product Cont 08 PRODUCT REVISED as complying H ith the Florida Bolding Code eptance No E 'piration Date By M'la .04 0 0 z 0 z 0 _ t. 0 0 w W 9 r O U v) c 0 '5 c 0 a 0 a o 0 ry 0 0 z n O 0 M 0 to 0 2 Z 0 L o C (sheet 4 of 4 J a. drawing no. W97 -31