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PLANSDESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. ; GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) t t WINDOW HEIGHT 1 1 i 1 44.000 50.625 63.000 26.500 58 MAX FIXED DAYLIGHT OPENING MAX /4 LITE A 0 A 37.000 GHT A A A A 1 44.000 A A A A B 53.125 A A B B B I 63.000 A B DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. ; GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW I WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 1 44.000 A A A A B 53.125 A A B B B I 63.000 A B B B B L 74.000 A B B B B LARGE MISSILE IMPACT I. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS 5/16" (.350) LAM NATEG PVB OR DUPONT W/ BUTACITE IN1 fES OF: A. 1/8 ANNEALED CLASS B. 1/8 HEAT STRENGTHENED 2. CONE GURAT.ONS: XO cr OX 3. CESIGN PRESSURE RAT,NG: SEE TABLE A. NEGATVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. 3, POSITIVE DESIGN LOADS BASED ON wATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -93. 4 ANCHORAGE: SINGLE ROW CF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD & SILL: MAX, 6" FROM CORNERS. MAX. 4" & B" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6. REFERENCE TEST REPORT: FTL -1969 3" HEI 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — DAYLIGHT — — DAYLIGHT OPENING OPENING B " MAX - I--- 4., MAX —1 8' MAX 4" MAX SEE NOTE 4 ON MEETING ELEVATION ITEM CESCRIPTION SHT. 2. 1 FLANGE FRAME .:AVB (Alum. 6063 -15) 612225 2 2 FIXED MEETING FAIL (Alum. 6063 -15) 612228 3 SASH MEETING RAIL (Alum. 6063 -T5) 612229 1 • 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 5 GLAZING BEAD (Alum. 6063 -15) 6534571 ' 8 6 ' WINDLOAD ADAPTER (Alum. 6063 -T5) 512236 1 (0 midspon of frome slit) 7 FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 -15) 612233 1 9 FRAME SILL ADAPTER (Alum. 6063 -T5 612239 1 10 SASH TOP /BOT. RAIL Alum. 6063 -15 612240 2 11 SCREEN RETAINER Alum, 6063 -T5 6532377 1 12 5/16" (.350 ) LAMINATED USING (2 ) 1/8 ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2) j8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) '612244 1 0 midspon of vent) 15 X10 x 1.000 Ph. FI. SMS 710X1 4 W ndload Adopter screws 166 x 1 .000 PH. PAN SMS 76X 1 PPA _2 (for anti-lift channel 17 'WEATHERSTRIP THIN WALL BULB VINYL 61P247 8 (1 per Glozlnq Becd) 18 #3 x .500 PHIL. Fl SMS 7856A 2 (Sweep Latch screws) 4 (when us;nq 2 Sweep Latches) 198 x 1.000 PHI' P.H. SMS 781POA 22 (Frame /Vent ossy. screws) 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. rail) 2 (l( height is >= 42 ") 21 22 57" MAX VENT DAYLIGHT OPENING RAIL ANCHORAGE WEEP HOUSING WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON ®■EATHERSTRIP I-ULB VINYL Rol' 1 l.. ('hark. ;39712 tlKfr.rr� -- V.T. d 70250 70251 7BRWHL2 61062W 62899 61P 2 OTY, /LOCATION 1 Omlds an 2 1 4 from ends 1 ( midspon 2 1 4' from ends 0 eo end of vent to rcll 4 (2 per Roller Housing) 2 (0vent top /bot rolls & mtg. rod) 1 (0 vent jamb ro l) ALU MAX ALUMAX 'AF -12228 ALUMAX 4 AF— 1 2229 ALUMAX AF- 12230 _ ALUMAX AF- 534571 ALUMAX + AF -12236 ALUMAX AF- 12237 ALUMAX ALUMAX ALUMAX IAF- 12240 ALUMAX !AF- 532377 ALUMAX FASTEC VENDOR MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL- TECH /P. C.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS VENDOR 0 AF- 12225 AF -12238 AF- 122.39 AF- 12244 TP -247 PGT.214.XX 7 -M10 -250 7 -M10 -251 70312 FS7826- 187 899 TP- 249 INDUSTRIES 1070 IECt'•NOLOGY CRtVE NCKCuS, FL 3 P.O. BOX 1529 NOKOLUS, fl 3427 Pe r$0 9y. F. K. By F.K. 0•r1 By D. B. Dote: Pe.a,o,e 11/5/01 UPDATE FOR RENEWAL bole 1/29/99 Cote: 2/16/98 Pr. s•o C -NO CHG THIS SHT' 1 1 NLVISi.II u rompflfog wltb the 11.oride r►uldls g Ci+rie Acrrptencc No 0 5.02 EcpUsOuu Uflt 10 ? ti 1laEs I Ihde Indere oo tru, Ul ∎ le lvo Ct lCf�p t.0 �: OX ELEVATION & B.O.M. (LG. MISSILE rt e . ALUMINUM HORIZONTAL SLIDING WINDOW Srr.ea /kl del: HS- 710 Score: NTS Sheet: 1 0l 4 Oraprong NO. 4 112 Pe + C EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH 1 r c E N N0 i VERTICAL SECTION 500 10 13 MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2,784 MAX. DAYLIGHT OPENING -- 1/8" ANNEALED CLASS --- 090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS GLAZING /7/A 1% / Robert L. Clark, P E. PE 439712 Struct:uaL- MAX. WIDTH HORIZONTAL SECTION 1/2" GLASS BITE EXTERIOR MAX. DAYLIGHT OPENING - 1/8" HEAT STRENGTHENED GLASS .09D INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 17 705 1 2.784 \ ROUGH OPENING .500 1/2" GLASS BITE L DETAILS: 5/16" (.350) LAMINATED GLASS FU INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOs4IS, FL 34275 P 0. BOX 1529 NOKOMIS, Fl 34274 1/8" HEAT STRENGTHENED GLASS Do'e: 11/5/01 Rersd LS . Dote' F.K. 5/22/02 Rersd By' F. K. Drc.n By 0.8. Cesc npron: rl le: Do's: 2/16/98 Rev s ∎one ADO GLASS DETAIL Re. ons. C —NO CHC THIS SHr SECTIONS & GLAZING D ALUMINUM HORIZONTAL Scnes /4ocel HS— 710 Scde: Sheet: NTS 2 at 4 1'UODI. T REVISED Li cum ply Log NGh t1 re Flocis's, U ukl I o b Code Accrp(Lncc No OZ EspIratlun DaI U 1.141 141443 (Ow"; O. *41 C trsl 02 ETAIL SLIDING WINDOW Rer 4112 1 c APPROVED WOOD BUCK Q a • • . 1 1 1/4 MIN, 3/16" OR 1/4" TAPCON w/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" CR 1/4 TAPCON W/ 12 HD (SEE NOTE 1) I TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4' MAX.) SHIM 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAX. SHIM #10 WOOD SCREW 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) NOTES: 1, USE ONLY MIAMI —DADE COUNTY AP 2. REFERENCE TEST REPORT: FTL 196 Robert L. Cl;,rk, PE PE 039712 Clru 1/4" MAX. SHIM --- •MITI 111 111111 APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. DCX 1529 NCxCMIS, FL 34274 1 1/4" MIN, 1 /4" MAX, SHIM -- PROVED ELCO CR ITW TAPCONS. 9 Re.so 9 F. K. r. RersO a Orc•n fay: D.Q. Octe: 11/5/01 Oct, 5/22/02 Dc:e. 2/16/98 Kens�ons- UPDATED Rev FIX TAPCON GESIG. Yt(t :('1 I(F.V11I.1) aa cutupt}log with the Flo rat Guiding Chic Acceptance No Eap(rallen Date Lama Dade Prutuci C trd Dh isIo-a 02 } Descr;Rt.on: ANCHORAGE Gtte: ((10 WOOD SCREW APPROVED 2x WOOD BUCK Scat.: S ee et: HS -710 NTS .3 a 4 np1111111I11111• I g TYPICAL JAMB SECTION WOOD ANCHORING 1 1/4" MIN. ALUMINUM HORIZONTAL SLIDING WINDOW Orc wog 4112 Rey. C 2.784 f -- . 705 .062 — . 737 0 FLANGE FRAME JAMB 6063 —T5 ALUM 1.057 - -1 I-- 678 .050 CD 5/16" GLAZING BEAD 1.187 -- 062 � 2.074 s I FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT. FTL -1 969 1.349 0 WIND LOAD ADAPTER 6063 —T5 ALUM. .062 .062 1 1.183 f 1 .403 0 FIXED MEETING RAIL 6063 —T5 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1 .373 1 Robert L. Clark, P.E PE 039712 .S true ufa; O SASH MEETING RAIL 6063 —T5 ALUM. .062 1 I� 1,.273 J 2.710 O FLANGE FRAME HEAD 6063 —T5 ALUM. FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOYIS, FL 34275 P.O. BOX 1529 NCKO.4S, FL 34274 Revsd Py . Re a F.K. Oren Py: F. K. Ceecr;ptlon: Core 11/5/01 Cate: 5/22/02 Dote 11/2/01 O SASH SIDE RAIL 6063 —T5 ALUM. .062 - -I{-�- 1.122 I F•-• 2.71 . 0 — 0 FLANGE FRAME SILL 6063 —T5 ALUM. Rev ; :on:: AOOFD SHT RC ✓S�Onf: C —N0 CHG THIS SHT EXTRUSION PROFILES 1114: ALUMINUM HORIZONTAL SLIDING WINDOW o) 4 serves /voce: 11S -7W Scale: TS sleet: 4 2.094 PUUDUCT f1 u cu ca p l! (n g w $L rte EVIJ£O rlotiew Bolding Code Aaet,tknc Na Fipfrrrlyn U M111iro1 Dalt Vrt.lucl Coo imp! f)11 t5luu Crcet,n9 No 1Rov. 41 12 C HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PV8 2.) CONFIGURATIONS: 0 .3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENE0/.090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF dt —36.0 PSF (3/16" ANNEALED /.090/3/J6" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. Rubcrt L. Ciark, PE. PE 039712 Structural B Ororn r e.: F.K. 1070 rrchcata:r DAM P.O. BOX 1329 NOKOUrs, n 34213 tocKMOS, n .34274 r A • ARCH. 48" X 96" Maximum Area 30.28 sq. ft. Atria By: Cott; 8/1J/01 ALUMINUM FIXED St ri o 0.104•l: PW -701 Riri�ionr REDRAWN WINDOW R NTS 1 8 DETAIL C SEE SHT. 7 APPROVED AS COI.4PLY4'3 Yd TM T1 SOOT IOt � 1 CA IF �t�' J eY P1100 CT ROL DMSIO BUILCANO c00E COI.APL W+C E Of F1Ce ACCEPTANCE NO0 ‘"QI 0 ' atcrplion: ELEVATIONS, 7/16 LAMINATED GLASS D /0 /v1 Ho. 4231 Rtr: C QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. Clark, P.E. PE tl39712 r„T 4 F AT , INDUSTRIES 1070 aCN>+0(OCY aver NOKOMIS, Fl 3-4175 EYEBRO W 96" x 48" Maximum Areo 30.24 sq. ft. T RECTANGLE 48" x 96" Maximum Areo 32.00 sq. ft. Ora F.K. ,CAption: R rr.O 010ot.: 8/13/0 1 Pr rWons; RECRAWN APPROVED AS CCU PLYING NATH THE ELEVATIONS 7/16 LAMINATED GLASS rnk: ALUMINUM FIXED WINDOW P.O. BOX 1529 NOKOMIS, FL 34774 S vier /ifo0.1: PW -701 sc/.: NTS 2./ 8 soul F o i • ' fOOE BY DZIM. . PROO • ROLOM510', Bti lDiNG CC4£ COMPLIANCE OFFICE & t;Pr,uliCi \ U2 •bi OrCrin9 No. 4231 QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" X 60" Moximum Area 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON .60" x 60" Maximum Area 20.71 sq. ft. 1 // Rubcrt . Clark, P.E. PE 1139712 fa1-- 30" INDUSTRIES 1070 TFCw,OtOGY ARIvr NO.(OL/ls, Fl 34275 EYE-BROW 74" x 37" Moximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Arco 50.00 sq. ft. Arvid 9y:Ocl, Rtrs;ors Cr in Dr Olt.: F. K, 8/13/01 REDRAWN G scup t;an: ELEVATIONS, 3 16 TEMPERED GLASS rk: ALUMINUM FIXED WINDOW Snort: VII 41; Oro wtry No. NTS 4 8 4231 T.O. DOX 1529 Noc0u1S, n 34174 S vie s /11o4t1: PW -701 APPROVED A,'', 000.4PLYiHQ WITH THE SOU THIC • OE BY PROD TC• TROIPVi$1ON BWL • v CODE CCJAPLLANCE Of E ACCEPTANCE NO.O t i MAXIM I! HEIGHT SEE SHEETS 1 THRU 4 1 -1/2' MIN. — Li SHIM SPACE 14.4.X• /12 PAN REV WOOD SCREW 7/16' LAMINATED OR 3/16 TEWPEREO GLASS 1/4' SHIA! AO. 2t WOOD BUCK SECTION A -A TYPICAL SECTION INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD J /16' HEX HD. TAPCON OR 3/16 FLAT HO. TAPCON (C'SINK REVD) NOTES: 1.MAXIMUM OVERALL DIMENSIONS ANCHORAGE METHODS ARE APPLICABLE ALL SECTIONED C ONSHEE P SHAPES. 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 217 °l Robe L. Clark, P.E. PE ►34]12 Structural 3/76' 1.EX HD. TAPCON OR J /16' FLAT HD. TAPCON (C'SIN.'< REO')) SECTION E3--B TYPICAL SECTION do ALTERNATE INSTALLATION INTO CONCRETE INDUSTRIES 1070 T Cfl?, (ar ORNC P.O. 00X 1329 rexo1ir$, Ft 34175 NCKOJUS, Ft 34174 14AXIAlUAU WIDTH SEE SHEETS 1 THRU 4 ChrIwn 8r F.K. CeecnpUan: SECTIONAL & ANCHORAGE VIEWS rut. Rcr,O Ey: Oak?: oQre 1.3/01 ALUMINUM FIXED WINDOW Sen.e /uoa.r: PW -701 l /4' SHIM SPACE MAX.— scot.: NTS Re r+1fone: REDRAWN SA e. r: 5/ 8 —•- -1 x W000 BUCK 1 -1/4' MIN. APPROVED AS COMPLYING NI1H TrcE SOU FLORIDA BUILDING COOS OA* ww • BY PRO'• .1 . ROL DIVISION BUL.CWG CODE COMPLIANCE OF FIC E ACCEPTANCE NO.01 Q10 —Q? OrarN No. 4231 Re r: C HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Moximum Area 35.20 sq. ft. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMA" SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JONTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816 FULL CIRCLE 060" Moximum Arco 19.64 sq. ft. ELLIPTICAL 120" x 48" Moximum Area 31.46 sq. ft. e 7r/ Robert L. Clark, P.E. PE W39712 StructuraJ T INDUSTRIES 1070 TECHNOLOGY ORM' (k; w(1 Ely: F.K. P.O. 8OX 1519 NOKOMIS, rL 3.175 WOWS, n 54174 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. l3.xrip an: ELEVATIONS 3/16 TEMPERED GLASS rw: ALUMINUM FIXED WINDOW S. ai/lloc.4: PW -701 Rend B': Daft: Do tc 8/ 13/0 REDRAWN Scoer: SI.et:, NTS 3 8 DETAIL C SEE SHT. 7 APPROVED AS COMPLYING Y.ITH THE SOUTH FLORIDA BUItDIt • ••E BY PROO'.CT tNTROL IOVISJO1 8u1 .7 CODE COMPLIANCE OF ACC • t t Ora.in9 No. 4231 Rev: 1 4. 090 1NTERLAYER 3/16' ANNEALED — L-+- -3/16' ANNEALED 3/16' HEAT _ STRENGTHENED or --••- -.050 INT ERLAYER 3/16' HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED CLASS REFERENCE TEST REPORTS: F7L- -2763, FTL -2780, F7L -2797 & 2816 4 3/16' TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS Z' O11crT (. PE +139112 Structural INDUSTRIES Crc.n 8 F.K. Ce •CrypGOM: 1020 »c xocr P.O. 80X 1529 tIOKOMIS, R 14275 NOKOu1S, it J4274 Rt is By: Oo!•: R•VeLW •: Co0 8/13/01 REDRAWN GLAZING & CORNER DETAIL S•�• • /NOON: PW -701 DETAIL C TYP. 90' CORNER CONNECTION AP?P.OVE O AS COMPLYING Nn f H Tt IE SOUTH P OR10A BU11.011n CODE ALUMINUM FIXED WINDOW PR•• .0 • •NTROl01V1SIOt1 BUILOLNG COOE COMPLIANCE ACCEPTANCE NOO v Ot UZ •U Dearing No. 4231 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 • 135.00 135.00 135.00 122.90 1 12.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 .. 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 W0.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100,00 100.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads bosed on Comparative Analysis and Woter Test Pressure. 3.) Numbers ore for #12 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 t %( Robert L. ark, P.E. PE ►39712 Structural t) INDUSTRIES al: c rn Br F. K. 1070 TFCNtrO(OGY ORh£ P.O. eoX 1329 NOK01J1, 11 34273 140s01.11. f1 34274 Rid 8y Dote: 8/13/01 Cr•cnpl:an: COMPARATIVE ANALYSIS, NON - IMPACT rw: ALUMINUM FIXED WINDOW ser e+/L4Cet PW- 701 Dote: Rer;ii REDRAWN scot.: NTS sre.l: 8 e 8 APPROVED AS COAL PLYING Y4 TH THE SOUTH Ft. 0 R10A BU 11011 OOE Ca • • 81 A/,_ PR•• T •NTROLOM&ON 8UI(Oa, COOS COAPPUANCE ACCEPTANCE NO.(' t"Ui(l • 01 Oro.;n1 No. 4231 Ref: C .500 .688 .062- 0 4 „ ' - ' PW-701 U- CHANNEL GLAZING BEAD ,°V/-701 FRAM EXTRUSION REFERENCE TEST REPORTS: FTL- -2763, FTL- -2780, FTL -279 & 2816 MK. 1 2 3 5 6 7 8 9 10 11 PART # 612242 6533402 7834 .. 4 62899C/62501C 61412K 62E30510 6SM55W SEE NOTE 7PWSW SEE NOTE Robert L. Clark, P.E. PE 1139712 Structural DESCRIPTION FRAME HEAD, SILL & JAMB U- CHANNEL GLAZING BEAD '8 x 3/4 PN. PH. SMS SILICON BACK BEDDING BILL OF MATERIAL CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAMI (.187HS/.090/.187HS) 1 ,6 x 7/8 FL. PH. TEK 7/16 LAMI (.187A/.090/.187A) NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PV8 /NTERLAYER VISIBLE LIGHT CALCULATION WINDOW WIDTH '71P TO TIP" - 3.00" WH WINDOW HEIGHT "TIP TO TIP" - 3.00" INDUSTRIES 1070 TECFrrr000CY MST N,KDUts, fl 34275 TO*: F.K. Rt.id 8 0,2 t: 8/13/01 VENDOR 6063 -T5 6063 -T5 SPENCER OR - DOW/GE. OR TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = Date: SPENCER OR = TRIPLE DIAMOND GLASS OR = .. ... Re ri f'OA $: REDRAWN c urpL'on EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED WINDOW StnetAVod P.O. BOX 15Z9 Scct. SM.!: Ora .•G+p No. �cxouts. n 34274 1 PW -701 [ nt NTS t 6 of 8 VENDOR # AF -12242 AF- 533402 SM5504 APPROVEO AS COt.1P1Y1NG WITH THE SOUTH f LORCA BU0.OING COOE CAE n BY PRO. CT•. eU1W NG COOS CCb1PUUANCE' CE R ROl OtY1510'4 4231 ANCHOR SCHEDULE ANCHOR TYPE RAWL CALK -1N U.S. ANCHOR CONCRETE SCREW S.S. WOOD LAG SCREW DIAMETER 1/4' 1/4' 1/4' MIN, x EMBEDMENT 7/8' 1 1/8' 1 -1/2' EXISTING STRUCTURE CONCRETE CONCRETE OR HOLLOW BLOCK WOOD - FRAMING CONDITION TENSION & SHEAR TENSION & SHEAR TENSION i CPERP. TO PANEL SPAN) SECTION /.. PLAT a v a a s i r ' 70' 60' (TYP) 2.25' .125' TYP. 3.00' ® 3' ANGLE SCALE 1/4' - 0' -1' PPDDUCT MARKING LOCATION 2.25' 12.00' COVERAGE 13.50' ® TYPICAL PANEL SCALE 1L4' a 0' -1' 2.25' NOTES' 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH A) SOUTH FLORIDA BUILDING CODE, 1994 EDITION. B) SOUTH FLORIDA BUILDING CODE 1994 BROWARD COUNTY EDITION. C) STANDARD BUILDING CODE, 1991 EDITION, WITH PALM BEACH COUNTY AMENDMENTS. D) STANDARD BUILDING CODE, 1993 EDITION, WITH MONROE COUNTY AMENDMENTS. 2, POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. ® 5' ANGLE SCALE 1 1/4' a 0' -1' 3. STORM PANELS SHALL BE .063 3003 -H14 ALUMINUM ALLOY WITH A MIN, Fy = 17 Ksi BEFORE ROLLING, ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 U,O,N. 4. PRODUCT MARKINGS SHALL BE ? 24' INTERVALS ON EACH PANEL PER ORDINANCE No. 93 -141 AND PROTOCOL PA 203-94 SEC. 14,2.1 (SEE TYPICAL PANEL SECTION FOR LOCATION), AND SHALL BE LABELED AS FOLLOWS 'AFFORDABLE STRM PNL OKL PRK FL DADE CTY PRD APRVD' 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI, 6. THE 18 GA STEEL CHANNEL SHOWN AS PIECE 1D SHALL BE MOUNTED VERTICALLY BEHIND EACH PANEL OVERLAP. FOR OPENINGS GREATER THAN 57' IN HEIGTH PANELS & CHANNEL SHALL BE FASTENED W/ 1/4 -20 x 1' MACHINE BOLTS WITH DIE CAST ALUMINUM WINGNUT WASHERS AT MID SPAN. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202 WITH DESIGN LOADS AS FOLLOWS - POSITIVE DESIGN LOAD 78.1 PSF - NEGATIVE DESIGN LOAD 78.1 PSF THE DADE COUNTY CERTIFIED TE LABORATORY PERFORMING THESE TESTS SHALL ACKNOWLEDGE THE SATISFACTORY COMPLETION OF SUCH TESTS AND VERIFY THE PRODUCTS TESTED ARE AS NOTED HEREIN. 9. CLOSURE STRIP FOR BUILD -OUT MOUNT SHALL BE AN ANGLE (SEE PLAN VIEW) OF SUFFICIENT SIZE TO FULLY COVER BOTH OPEN SIDES OF STORM PANEL INSTALLATION. CLOSURE STRIP SHALL BE ATTACHED TO WALL WITH APPROPRIATE FASTENERS 2 24. O.C. - TYPE TO BE DETERMINED FROM ANCHOR SCHEDULE. PANEL NEED NOT BE ATTACHED TO CLOSURE STRIP. 10. THE FOLLOWING WARNING NOTE SHALL BE PERMANENTLY MOUNTED AT THE SILL FRAME OF SPECIMENS AS PER SEC. 14.2 OF PA 203.94, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANEL SYSTEM WILL NOT OFFER PROPER HURRICANE PROTECTION UNLESS ALL COMPONENTS ARE INSTALLED AS DIRECTED '1 G PANELS MUST BE INSTALLED WITH THE 18 GA STEEL CHANNEL MOUNTED VERTICALLY BEHIND EACH OVELAP. FOR OPENINGS GREATER THAN 57' IN HEIGHT, PANELS & CHANNEL MUST BE FASTENED AT HID SPAN W/ 1/4 -20 x 1' MACHINE BOLTS W/ DIE CAST ALUMINUM WINGNUT WASHERS. THIS STORM PANEL SYSTEM WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL COMPONENTS ARE INSTALLED AS DIRECTED.' 2231' ® 'h' HEADER SCALE 1 1/4' is 0' -1' EXISTING STRUCTURE S 1,000' 2.000' 0 BASE ANGLE SCALE 1 1/4' - 0' -1' ■ MIN, EMBEDMENT EXCLUDES WALL FINISH OR STUCCO. AL. AN at f'_3 flP PIEFE I' x 2' x .055' MIN. 2' x 5' x .055' MAX. TENSION FASTENER 2 24' O.C. USE ANCHOR SCHEDULE FASTENERS, RAWL CALK -IN ANCHORS V/ 7/8' MIN. EMBEDMENT, OR RAVL DROP -1N ANCHORS V/ 1' MIN. EMBEDMENT, FASTENERS (SEE NOTE R 6) PLAN VIEW SCALEI 1-1/2' a 1'-0' u AL. ANGLE CLOSURE PIECE 1' x 2' x .055' MIN. TO 2' x 5' x .055' MAX. 1,1125'1, ® ALT. 'h' HEADER SCALE 1 1/4' - 0' -1' ® SUPPORT CHANNEL SCALE 1 L4' a 0•-i• N.T.S. 0 SHEAR FASTENER ! 24' 0.C. USE ANCKIR SCOODLLE FASTENERS. RAWL CALK -IN ANCHORS V/ 7/8' MIN. EMBEDMENT, OR RAVL DROP-IN ANCHORS V/ 1' MIN. EMBEDMENT. TYPICAL ELEVATION 1 -1/2' MIN. Ip \\ / 18 GAUGE STRUCTURAL QUALITY STEEL, ASTM A446, GRADE C. V/ A MIN. Fy = 40 KSI BEFORE ROLLING. WIDTH UNLIMITED - EXISTING STRUCTURE TOP MOUNT. VIEW ASTENERS (SEE TE 0 6) SIDE CLOSURE (SEE NOTE 0 9 & PLAN VIEV) BOTTOM MOUNT. APP^OVED AS COMPLYING WITH THE SOUTH FLOR'DA EVILDING f D "T": / e f 19A F F; O- ..7 -_--- �. CC ^iTRGL D ;1'!50" saiawa SUiLING !CODE COMPLIANCE PFFICA ACCEPTANCE tiii, 94--D V)5. p/- ® 'U' HEADER SCALE 1 1/4' OS' ` .25' ® WINGNUT SCALE HALF SIZE PROFESSIONAL ENGINEER Structural V.J. KN FL Lcefnse PE 0010983 1994 o 4' 0 draw ng no. 94 -110 sheet 1 INSTALLER MODEL RETAIL 400EL .' DESCRIPTION �. 4200 2200 24 GA. EXTERIOR SKIN: TRADITIONAL. RASED PANEL 4300 HOC, 2300 27 GA. EXTERIOR SKIN; ET.ECANT RAISED PANEL 4-400 2400 24 CA EXTERIOR SKIN; ELEGANT RINSE? PANEL. 4401 2201. 2401 24 C.A. EXTERIOR SKIN; FLUSH PANEL ; . 4.301 2301 27 CA EXTERIOR SKIN. FLUSH PANEL t.s 4310 N/A 25 CA. EXTERIOR SKIN; RAISED WIDE FANEL DOOR :. ALA "- adi. L i r- 11MI�3i J � 1 i 7 ikil:5111WilliELIMING11111EnillliMil 8 ' . LTA 1921741ffillE:illEI •1 LOCATION of OPTIONAL VENTS K 4.c °PEA.) ARSS rs GO V1.1 .% • NOTE 1: 000RS 6'6 HIGH CONSIST Of (4) SECTIONS; (2) OF 21= & (2) OF V. 000RS 7•d HICH CONSIST OF 4 SECTIONS; 4 OF 21 . 000RS 7'6 HIGH CONSIST OF 5 SECTIONS, 5 Of 111 . DOORS 8'0" NIGH CONSIST OF 5 SECTIONS; 2 OF 21 & (3) of 18'. NOTE 2: SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED ETY A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON 114I3 DRAWING. ' x4' REINFORCEMENT PLATES ATTACHED 10 DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (NOT V15181L FROM OUTSIDE) 0) INTERMEDIATE REINFORCEMENT PLATES PER SECTION ATTACHED *TN TOC -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) 'x3' •xt MAX. DOOR WIO1H - 9' d INSKIE ELV.8ON - TRACK CONFIGURATION - A 13 GA CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5 /16'x1 -5/8' WOOD LAC SCREW.. Y G.M.V. STEEL TRACK. TRACK THICKNESS: .060" Two POINT LOCKING INTO TRACK PER SF13C 3603.2. 5 MIN. ENGAGEMENT 8F DOOR) SK>E5 (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2-1/2 GA. GALV. STET]. TRACK BRACKET. ) 4301 4310, 4400, 4401, HOG LOCATION OF OPTIONAL VENTS ENO S11LE 2x6 W000 JAMB LOCK OPTION 12 CA GALV. STEEL TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16x1 - 5/6 w000 UG SCREW PER BRACKET. • / 2' GALV. STEEL TRACK - FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1 /`x5 /ll NO BOLT NUT 1 /4+ RIVETS. JAMB CONFIGURATION PREPARATION OF .IAMR4 BY OTHERS. REINFORCEMENT PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOC -L -LOC (NOT VISIBLE FROM OUTSIDE) (2) INTERMEDIATE REINFORCEMENT PLATES PER SECTION. ATTACHED W/ TO: -L -LOC SYSTEM (NOT VISIBLE FROM OU MAX. DOOR WIDTH - 9' -O 1NSIM n NATION SLOE BOLT LOCK ENGAGES INTO v RflC LOCK Oti EACH SIDE OF DOOR. ONSIDE SUE/ BOLT 2 STEEL ROLLER• .-� A SCE D•0 HNC( DETAIL D t TWO POINT LOCKING INTO TRACK PER SFBC 3603.2. 5/8' kW, ENGAGEMENT oPPOSt1E SIDES OF (SEE LOCK OPTIONS) 0UTSI12E KEYED LOCIS LOCK BAR LOCKING OUTSIDE - KEYED HANDLE ENO SOLE LOCK GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R. THE 216 VERTICAL WOOD JAMBS ARE TO BE CAVE L E 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JA318 FASTENERS MAY BE (BUT NOT REQUIRED COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFAC STOP MOULDING BY DOOR INSTALLER (TO SUIT) 18 CA. CALV. STEEL ENO STILL (END STILES HELD BY HINGE SCREWS) 18 CA MN. TO VIII. STEEL CENT HINGE EACH 1140/ g' Y SHE METAL W/(4) ER 4 GA GALV. STEEL EN0 HO»E FASTENED TO ENO STILES W /s4) EACH /14x5 /It' SHEET METAL SCR 'AND (4) 1/4'x5/8' SELF TAPPOIGEws. t,' . -. SNIP LATCH ENGAGES ONTO VLRTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF ODOR. ENO STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH MOCK OPTION 14 CA ENO HINGE � _) TONGUE ANO GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN (MAIN. 11E10 STRENGTH: 26 KS1, DRAWING QUMJTY) WRH c - GALV., BM(EO -ON POLYESTER PAINTED TOP COAT APPLIED S O BOTH 1'En. SIDES (4) 114x5 /6 SHEET METAL SCREWS (4) 1/4x3/( SELF TAPPING SCREWS 2x6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHAH BE FILLED WITH CONCRETE ANO REINFORCED WITH CONTINUOUS +5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CM BE- I/4- x1 -3/4 EMBED TAPCON CONCRETE ANCHORS STINTING- AT. NO MORE THAN 6 FROM BOTTOM MX) 18' 0.C.. WflH 3/8`x4' (1 -3/4' EMBED) RAM. Lox /DOLT. ANCHOR STARTING AT NO MORE THAN 8' FROM BOTTOM AND 24" 0.C. DESIGN ENGINEER: MARK W. WESTERFIEID FLORIOA REGISTRATION No. 48495 MECHANICAL. ENGINEERING uMPaY Building Products Company SIMONE FILLED CHANNEL SEPARATES FRONT ANO BACK SKIN OF 000 R THICK 1.95 THICK. 1 / DENSITY EXPANDED POLYSTYRENE r0AUA INSULATION LAMINATED (SUPPUED BY FACLON MANUFACURING) TO BOTH EXTEROIR AND INTERIOR SKINS. 13 CA GALV. STEEL BOTTOM BRACKET. ATTACHE) WITH (2) #14x5 /3' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VIFM. WEATHERSTRIP. 18 GA. INTERMEDIATE HINGE • - 14 CA. INTER HINGES USED ON 24 C. EXTERIOR SKIN DOOR MODELS DESIGN LOADS; +48.0 PSF & -60.0 PSF. TEST LOADS: +72.0 PSF & -90.0 PSF. CLDPAY BUILDING PRODUCTS COMPANY 3 SUIE 1600 STREET 600 NNA11, OM0 45202 513 311 - 4800 12 GA. CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 1 4x5/8' SHEET METAL SCREWS. SECTION A -A 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO ENO STILES W /(4) 114x5/8' SHEET METAL SCREWS ANO TAPPI 1/4'x3/4' G SCREWS 3• TALL x 20 CA. GALV. STEEL U -BM. TWO PER 000R SECTION. ATTACHED WITH (6) 1 /4'x7 /4 SELF TAPPING SCREWS PER U -8M. AT CENTER N NTER HINGE LOCATION. TION. 27 GA. INTERIOR STEEL SKIN (DRAWING QUALM) WITH G -60 GALV., BAKED -ON PRIMER ANO A BAKED -ON POLYESTER PANTED TOP COAT APPLED TO BOTH SIDES OF STEEL SKIN. it° PLOT 1.42 p76 1 1/ 19/96 Dan- .r. AVIV oesxo APPROVED AS COMPLYING WITH THE SO DAT BY uC FLORIDA BUILDING CODE 19 L 1 . Affri L DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO.q1'6I 4.0Z I Tvwfi1imr ---- ' 90'W • 8'0 1x. 2200/0 1 2400/01, HOG, 4200. 4,300/01, 4310, 4400 0 13 MANIA MAIM 1 01703 etntAar l i 7 97 suoisina.a uoR .a S1N3wwa3 AiNnoo I I S1N38010J 801 NI I a; op ►6 -tE -B' ►6 - 6 - 8 Ou GLASS OR DOOR GLASS OR DOOR EXISTING STRUCTURE ANGLE TO VALL DETAIL VOOD FRAMING ANGLE TO VALL DETAIL EXISTING STRUCTURE 1/4'0 x 1 1/4' U.S. ANCHOR HEX HEAD CONCRETE SCREW e 12' ac. V]TH 1 1/8' MIN. EMBEDMENT (SEE ANCHOR SCHED. FOR ALT, TENSION FASTENER) TYP, TOP & BOTTOM 07 CONT. O WALL MOUNT SECTION SCALE 1 • 1'-0' 3' MIN I/4'0 S.S. LAG SR£VS e 12' 3C. V/ 1 -1/2' PENETRATION INTO WOOD FRAMING (SEE ANCHOR SCHED FOR ALT, TENSION FASTENER) TYP. TOP 6 BOTT. 1/4' MAX. PANEL TO ANGLE DETAIL 1/4 -20 STUD 6 VINGNJT a 12' D.C. TYP. TOP t BOTTOM PANEL TO ANGLE DETAIL 1/4 -20 STUD 6 VINGNUT a 12' O.C. GLASS OR DOOR 2' x 6' P.T. VOOD CONT. EXISITNG STRUCTURE 3' MIN GLASS OR DOOR 4 4 4 N z 4 N VOOD BUILD -OUT CONNECTION MAY BE USED AT TOP .(SING AN 'h' HEADER 2 OR 3 AS SHOWN IN WALL TION DETAIL() , ® CONT. 1/4'0 x 1-3/4' S.S. LAG € 12' O.C. V/ 1 -1/2' PENETRATION INTO VCOD 2 - 1/4'0 x 4 -1/2' S.S. LAG SCREW • 24' O.C. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS 1/4 -20 MACHINE SCREW 6 NUT e 12' D.C. © CONT, (TYP. TOP & BOTTOM) 3' MI1I 0 CONT. EOSIRNG STRUCTURE ■ SIDE CLOSURE REQ'D. (SEE NOTE 11 9 6 PIJN VIEV) SCALE 1 3' • Y-0' ® WALL MOUNT SECTION O WALL MOUNT SECTION (BOTTOM) SCALE 1 3' • 1'-0' SCALE 1 3' • 1/4'0 RALV CALK -IN V/ 7/8' MIN EMBEDMENT e t2• D.C. (SEE ANCHOR SCHDJLE FOR ALT, TENSION FASTOCR) 1/4'0 x 1 1./4' US. ANCHOR HEX HAD CONCRETE SCREW Q 12• o.C. WITH 1 1/B' MM EMBEDMENT (SEE ANCHOR SO-ED. FOR ALT. TENSION FASTENER) 1/4 -20 MACHINE SCREW V/ NUT L WASHER a 12' ac. TYP. TOP L BOTTCH 1/4'0 x 3' S.S. LAG ! 12' 0.C. v/ 1 -1/2' PENETRATION INTO VWD 1/4 -20 STUD & VINGNUT 1 12' 0.C. GLASS OR DOOR PLYVWD L STUCCO FINISH WOOD FRAMING 1/4' MAX. ® BUILD -OUT MOUNT SECTION o CEILING /INSIDE MOUNT SECTION SCALE 13'•1' -0' 1/4 -20 MACHINE SCREW 6 NUT 12'aC. 2Q OR Q3 2'x2'x1/8' CONT, AL. ANGLE 1/4 -20 MACHINE SCREV V/ NUT L VASHER a 12' 0.3 0 O WALL MOUNT SECTION (TOP) SCALE t s 1/4'0 RALV CALK -IN V/ 7/8' MIN EMBEDMENT 12' Q.C. (SEE ANCHOR SCHEDULE FOR ALT. SHEAR FASTENER) 1/4'0 x 1 1/4' U.S. ANC1-OR FLAT HEAD CONCRETE SCREW e 12' aC. vim 1 1/8' MIN EMBEDME (SEE ANCIEIR SC1ED. FOR ALT. SHEAR FASTENER) FPF7..C.EC AS CC'(;°jY ' S3UTr, L "'D ?, E. y i;C CODE CAT: - BY r .,w PF;CuC C')R��C_ DIMS :ON . BUELDING C0 H CO;F,PL!R CE OFFICE ACCEPTANCE N0. 9 "Y- - - 0 -5- 1 -25-:--L- )1 .. date PROFESSIDNAL ENGINES\ Structural .�V V,J, • Z. V11 H Ft. cense • PE 0010983 3 1 I Yk z o 0 p W o• 0 N, > >, 9 3 drawing no. 94 -110 sheet 2 .063' ALUM. STORM PANEL MAX. PANEL LENGTH=114' MAX. PANEL LENGTH.114' MAX. PANEL LENGTH=114' & PRODUCT TESTING P T -14:41 TY• ./. ✓.i• + a.� "<.�'.,.•:. ..,aw. vk.at,L..: ?ii -R5. .wt rl'.J 5. 4 FssS "�'f•�+aY ..��.= '.n:i. �+,a r:t. i:R t YT w'i _S • .w"�: -c a•a�. ya.�i ya -•4 ^.w?m;. . 1 4 '4,4 t, P0•4. 4:6 +;4 • s'. lan 44%.:ah te - tiMti -s•p , ah:+IMT�Y+^;�r `nr•r� +w�+ l am ' #,.F. r•. .'„^`y."�.+'^•� _ .• �r 1 ffff �� � ^Y ^ .. moottott. • ,1 •"„i" .••• ' .;" e 7 TA A • '•••••/•: 5 _ 14. E::s,:".,..,:, .Ii:qp.m--,-)::f , :-'''' . P. 1::0 8 PliAt FILT OA .14 , OMIACI1Y(d I.S.) 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GENE ' i -e i14 ' c 0 c' R E - r e * SHALL ATTAIN ' 390P PSI COMPREIV§$ _.,„ wa:po494 yqi11`1-4y A.„ 40. 1,. i.ii NEW BILL STEEL CONFORMING 4 TO ASTM _ AitifORC IHP §ti, tin US IN 'POTABLE .- PVC SCHtDUL E ..., APPROVED FOR .., W ATER ., ALL Pii4iNd'SHALL4B P irsi 4 i,,LA '-'14%- tlAi./ou:AL ELECTRIC c6R0(:10(N • EjC , DS-) , ' tiorsi, 680 , OF THE -'--- OF L'Ill JUNCT:ION 14 ' OP sEcH.,. ,-, C,- ER 28 DAYs'' OF i:Esi.Gi, LOAD - • (4 EREL!' SAND • NEEt! • • STR • i i 4 :2 1, )YY„„ .•-(514-(pAC, ! v ' W SECT coNC SHAL B FILc • fikrrE•- S zAkTRI chRoA tarA rit4 a's p'aT - Iti6JCIFY THE (J tr o 11 -4.YEC.7 SIOHT GLASS ,CTRIC DIAGR • .udkif OR ORY NICHE 2 * 3 eAtiSiW towpi opusfo---75p L.P610 LAG HANDRAILS AND LAbDER OR GRAB RAILS_ SHALL I3E BONDED TO 'THE „POOL ,STEEL , SOLID' COPPER WIRE IN A 3/- NON--CORROSIVE CONDUIT. . . fit 61;446 ".. r)4 - " ET CI . 114.t.t.: FU,IfIS,If ADEQUATE ELECTRICAL SERVICE FOR THE ,OP,....„ATION OF 1.1. MOTORS. LIGHTS.. E.C. , . , SO 'OWNER "411ALL ,i)rov:IttE . xsoiscoNNecy _SWIJC,I-1- AT, THE POOL EQUIPMENT LOCATION IP ,IT IS NOT WITHtN Y,--'ge. 104 ,Pli's0javiftcif sE.iliircg,.Poilsit ,-1 04: - - 0 )1t4ER; . stiAtacr,ris.k0viot A scflOtt PENCE,. OR WALL Ilt:OCORDANCE WITH CODE 'REQUIREMENTS- ( ' APieND))4) SOLIO (CO) .t31.4 • )1 COP 0 '(,.sry, kf ot) POOL PUMP JUtit r tOtt .86X 5t4t1Cii • • • REVISION.OESORPTION .. 5 ' ' • ' .' AcLu '''':. GENE ' i -e i14 ' c 0 c' R E - r e * SHALL ATTAIN ' 390P PSI COMPREIV§$ _.,„ wa:po494 yqi11`1-4y A.„ 40. 1,. i.ii NEW BILL STEEL CONFORMING 4 TO ASTM _ AitifORC IHP §ti, tin US IN 'POTABLE .- PVC SCHtDUL E ..., APPROVED FOR .., W ATER ., ALL Pii4iNd'SHALL4B P irsi 4 i,,LA '-'14%- tlAi./ou:AL ELECTRIC c6R0(:10(N • EjC , DS-) , ' tiorsi, 680 , OF THE -'--- OF L'Ill JUNCT:ION 14 ' OP sEcH.,. ,-, C,- ER 28 DAYs'' OF i:Esi.Gi, LOAD - • (4 EREL!' SAND • NEEt! • • STR • i i 4 :2 1, )YY„„ .•-(514-(pAC, ! v ' W SECT coNC SHAL B FILc • fikrrE•- S zAkTRI chRoA tarA rit4 a's p'aT - Iti6JCIFY THE (J tr o 11 -4.YEC.7 SIOHT GLASS ,CTRIC DIAGR • .udkif OR ORY NICHE 2 * 3 eAtiSiW towpi opusfo---75p L.P610 LAG HANDRAILS AND LAbDER OR GRAB RAILS_ SHALL I3E BONDED TO 'THE „POOL ,STEEL , SOLID' COPPER WIRE IN A 3/- NON--CORROSIVE CONDUIT. . . fit 61;446 ".. r)4 - " ET CI . 114.t.t.: FU,IfIS,If ADEQUATE ELECTRICAL SERVICE FOR THE ,OP,....„ATION OF 1.1. MOTORS. LIGHTS.. E.C. , . , SO 'OWNER "411ALL ,i)rov:IttE . xsoiscoNNecy _SWIJC,I-1- AT, THE POOL EQUIPMENT LOCATION IP ,IT IS NOT WITHtN Y,--'ge. 104 ,Pli's0javiftcif sE.iliircg,.Poilsit ,-1 04: - - 0 )1t4ER; . stiAtacr,ris.k0viot A scflOtt PENCE,. OR WALL Ilt:OCORDANCE WITH CODE 'REQUIREMENTS- ( ' APieND))4) SOLIO (CO) .t31.4 • )1 COP 0 '(,.sry, kf ot) POOL PUMP JUtit r tOtt .86X 5t4t1Cii • • • REVISION.OESORPTION