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PLANSA B1 3.00 3.00 3.015 0 Be T1 TO T3 6.00 3.00 .094 .094 .060 7.00 3.04 .125 .125 .066 1.681 3.460 .115 .100 .000 2.00 .059 .065 055 A 4.00 2.00 2.00 2.00 003 703 M4 904 342 402 612 762 902 302 402 002 702 1 16418 202 202 202 112 112 112 112 • • 81 81 TE TYPE • A • BEAMS AND COLUMNS SIZE SIZE 8 0 2.00 3.00 2.00 4.00 2.00 6.00 2.00 7.00 a 9.00 2.00 DESCRPTON STRUT TO 102 0 6EA4 80 2.00 2.00 2. 2.00 STRUT TO (AYE SECTION CHAIN RAIL TO COLUMN ►EOIMETEO RENDER JOINED 6(0144TER PENNER TO COLUMN PERIMETER PENOER TO CONCRETE PERIMETER 4(NOCR TO 4000 8 T3+ BL .320 .320 THICKNESS Ti 1 Tr T3 .055 TYPE •8• THOCKMES$ .062 1 .062 .140 .140 4 .055 .055 .062 .062 .150 .150 .062 5- 0 6 ■ tN BEAM SCHEDULE 51 -04 14'- 9'(96) 15'- 4 (92) 10'- 9' (75) 10'- 5' (96) 21'- 0' (84) 24'- 0' (72) 24'- 3" (96) 27'- 8' (03) 30'- 0' (72) 39'- 6' (96) 36'- 1• ((96)) 39'- 7' (9S) 37'- 1' (09) 40'- 0' (00) 31'- 6' (75) 8'- 0' (N) 7'- 6 (M) I1'- /• (M) 18'- 4' (N) 14'- 4" (60) 13'- 4' (M) 23'- S' (M) 22'- 0' (M) 26 -10' (N) 2S'- 3 (80) .077 39'- 0' (N) 34 /' (M) COLUMN SCHEDULE FASTENER 2 110 13,4" ANCHOR D 24' 7 -7 MAL COLUMN SPAN 5 I 6'-c• 1 7'-o' 11'- I" 19'- 21'- 9' MSCELLANEOUS FASTENING SCHEDULE • M.S. 2 91D 0 3 /4" (.4.1 2 I10 1 314" S.4.5. 2 110 13/4" 5 .4 2 010 X 3/4" 7.M AR 10 x t -lit• 56415•14• CC SCREEN WALL CABLE SCHEDULE MAXAQ)M BEAM SPAN )E'K,i'TT I CABLE PAR 2 CABLE PAR ' 3 CA8LE PAR 8 -0' 16'- 3' 32' -6" I 46' -9" 9' -0' 73'- 2" 26' - 4' 39' -6' 10' -0" 1 11' 0' 22' -0" 33' -0' 11' -0' 9' 18' -6' 27' -9" 12' -0" 7' -10' 15' -0" 23' 5 ANCHORS TO CONCRETE AND RASONRI SFAS, 87 1/4" 1 -' 7774 - - DER9Q7T$. 010 X 2 -1/2' S.M.E. .5 JORDAN A005055 10?C CF APPROVED COLAL. ALL 4150007 ANC50R5 ARE TO WEN: BEICNC CR67TA400CRIE 01 00171 PAVERS EON Fl., '" INTO CCNC((7L. 4 H 0 '!' N' PQ 4 1-. T 6 4- 202 102 Ti+► ■ MISCELLANEOUS COMPONENTS MAX. BEAM SPAN SPACED C-C 6' -O• 1 7'-O• 13'- 6' (06) 12'- 4' (94) 14'. 1 (61) 14'- 0' ( 06) 11'- 0' (72) 12'- 3' (69) 16' -10' (ft) 20'- 0 (10) 23'- 0' (69) 22'- 2' (►/) 23'- 0' (92) 27'. 6 (66) 8' - 1" 20'- 1 I1'- 400E: 15'- 7 94) 19'- 3' ( (77) 22'- 4' ( 67) 20'- 6' (N) 22'- 0' (10) 26'- 4' (71) 33'. 6" (96) 35' -10' (86) 7 ' - t• (M) 9' -IM (M) 12' -1M (M) 20' -11 (M) 23' -11' (N) 34' -10' (M) 10'- 0• 9' -11' 77' -11' 16'- 9' EA1t A9O OlOR9ER SPACED C-C T 202 SNAP $'-0" 13'- 4' (N) 13'- 1' (62) 16'- 9 (67) 16'- 8 (B4) 11'- 6' (74)) 21'- 4• (64) 21' -11" (44) 23'- t (71) 34'- 4' (64) 1'-10' (M) 9' -4'(M) 12'- 3 (00) 20'. 0' (80) 22' -11 (M) 33'- 4• (N) 8 6' -11" 9 ' . 2 ' 15'- 8" 17' 5' 4, M DESIGN CRITERIA eAil_: DESIGN AIM LOAD IN AM OUT DESIGN LIVE LOAD DOWN DESIGN 1100 LOAD UP DEFLECTION LIMIT AT 8(5161 LOAD REWORKS (84) MIIPW PU0LIR SPACING (11C6ES) TYPICAL REM ARK 5 USE 4I7H ALL BEAMS EXCEPT 904. 904 1 902 USE win' ALL /EARS USE 01TN ALL 0EA4S USE WITH ALL BEAMS SPACE CRAIN RAIL 6' -0' Q.C. 0'1. 13 P.1.1._ 7 6.5.4. 7 6.5.1. 1/00 NOTES ROOF AND SIDES SMALL SE COYER(D YITM SCREEN CLOTS 8EIN6 602 OR GREATER OPEN. THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED IT THIS SHEET. 2 THE (5(50104 STRUCTURE POST RE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE. 3. 6063 -76 ALOM(000 ALLOY SEARS NIEL BEAN IDENTIFICATION 1- Ti. (ROM EACH END OF BEAM. 4, , 686 ADDITIONAL SETS OF CABLES 4MERE BEAN SPANS EXCEED THOSE SNOWS IR CATTLE SCHEDULE. 5) A 101(56NCE OF APPROIII1ATELT .006' 15 A1100E0 0MEOE NALL THICKNESS EXCEEDS .005' . 6` EXPOSED FASTENERS SMALL BE NON-MAGNETIC STAINLESS STEEL OR /1601064 (2029 -74) E0C(6T CABLE FASTENERS MAYBE MOT DIP GALVANIZED STEEL 00 CADMIU8 PLATED OR 0ALVA0IZED. 415041 ANCHORS SMALL NE RADE OF 100 - CORROSIVE RET6LLIC m1'570701109 OR OF 9(0GI■ P.Y.C. PLASTIC. SERVICE DROP 7002u7TOR5. 04 0T4ER 06(04EA0 4I9ING SHALL NOT IE INSTALLED OVER ANY ►MIT OF ANY SCREEN ENCLOSURE. ANY METALLIC ENCLOSURES WITHIN FIVE FEET OF TM( INTERI04 56115 OF SWIMMING POOLS SMALL SE ELECTRICALLY BONNE. C4At4RA► .'1 • 4 l a u rels 6001640 00E5 MT_►PPLT TO 1444" M 't' 00 01 60 0 131 01114 1101.4116. ROOF ROOF BRACING L AYOUT ( FREE $TAN0040 AND FASCIA ATTAC)ED ENCLOSURES TIT( ••• MAY - 0040 ' - TYPCAL ROOF PLAN - 0 TYPICAL ELEVATION ATTACH 102 C001IUSOYS TO FASCIA 4/010 1 2)' - 5.4.5. 1 12" 0.C. DETAIL I BEAM CO('4&CTION • DETAIL 5 DETAIL 9 1 x 2 CONT. ALTERNATE FASCIA LAG '' IEW ME81(0 0014 11151100 '• FASCIA V/2 - t 1 5" LAGS INTO (*Cm TOU5S ON RAFTED. -4g4, ruCYFi TYPE "A• KAY i,E 1 x t COOT. 001 608114 GALL CABLE 000 KAY - BEAM 000' ECT)0N: LASE L 21211/112' LONG EA. SIDE 4/2 910 5.1.5. TO BEAN AND 4 910 I 25' 5.4.S. TO FASCIA. -TYPE "N KAY --0 I 10 OYN TO RuftLINO DETAIL 2 ATTACN 112 TO FASCIA W/010 1 24' - S.M.S. 0 12' 0.C. (603. 903. 0'4) 0 0 0.C. (404) 802 USE L 2023(64 LONG 4/2 - )• 7540 00115 10 SEAN AND (4) 4 I 3' LAGS INTO FASCIA. DETAIL 6 L 21211(020" LONG EA. SIDE 4/3 110 S.M.S. TO 0148 AND 4 910 1 24' S.P.S. TO FASCIA. 21201/8 4/2 010 5.4.5. EA. LEG. DETAIL I0 ALTERNATE SECTION WON4SAA0 ROOF 1 /0" 1 )• 5TRAP C ►CH 9747 II 110 5.11.5. AS SNOWO. (02 - 10 146 1' LONG (AYE 8(6104 COLU84 - C14AIRRAL 30 YT (TM TYPICAL ACAL SIDE VIEW TYRE '0' KAY - L 212114 Y/ 2 910 _ 5.8.5. EACR LEG. DETAIL 3 21211/8 0/2 (10 S.A.S. EACH LE6. DETAIL 7 MAR" ELATE RENAE8 6/1 r 112)11/$ ANS (4) 010 S.N.S. 208 CMAIRRAL- t • 10 181 EACH 0040648 CO4UY8 -� COLL45N - 1664 "A• KAY (AYE NERLti O/ 1112(11/8 5/4 910 S.O.S. • • DETAIL 4 DETAIL 8 RE DESCRIPTION irattirclininvf DATE t • 10180 - 4- .2 WITS LAC0 SIR _____ ( SCR[DW[) TR'rTiCFI T'f�� 7l7CE>E33 [ TIP 4t4R /KA 102141 tanAi(1 d - r 2 !IRIS LACi SIR DETAL A N. I xt -12t•x 120'04•(, 3. WELDED ER 60.T -1 0 t CONT. L 11111/812 L000 EA. 101E 4' C06CRITE 11/6 1000 MIA 000111E 60N FOR 30' AT SEAS EDGE 6'88 CONCRETE 1002106 R/ 9 95 (060110065 60TL: COL AA SW0011101 904 1EAP5 SMALL FITT- (4) ' X 29" OEDGE 60(0005. ALL OTSERS SMALL SAYE 2 660NORS. 1Ot MCP* t - 6. 1* 94 - m El 120 22$ :r n tt' - iS( 151 Mk St' Ti N' - 1St 4 061. RIO M' TO 46' . ESE 1 Alt CAW MOW - BRACING DETAILS CABLE_ BRACING DETAILS h r - 1/32• - 987) C $. emu S•11��( 1(YFACTNREI 4T E{tEYCRSdL.•.1'81! 60000(7[ M E00A • . A DAVIS ENGUEERS P.A. 780 TAMtAMI CANAL ROAD MIAMI. FLORIDA 33744 (305) 266 -2566 J04 N DATE 11314 Si CABLE Immo mum- Aar LOCJL110Y<'b(S c1L mewl* Wee. ODF*'ECTp» SCHEDULE 003.201.604 11,00011 wars 708 t for mimes - 006 term* 1188. 4 4 420 464 • 07S• moo dE21(>f 1 t01 U6. MEi/(IRI $TT1ERtt1 - E•■11 AM COMIC" KYKN - -.. 00.11 alOTTQIA PULIE 4410 kAN9AFO RATE OEM - 610E 2 A 11!10046 r 1/64• PICO 04 (Lv* A o4'a,ua..✓ QUALITY SCREEN SYSTEMS INC. 7 7---- ` 771 : .- - - 7 7, 7r 4 7 77 r 71 ••.. 14 ; • • it 1 7N.L. ��t�41EuX0�'�1 8'.00 c i ! Qo itiG •s M 1 (1)( 3 le 11)1 .0A14.5 LACE ts'ft4 u N v`t0." W ALLS, !♦ < .S Nd wit 4t � t� tiYAIt0 4s . i.l w *to- IN I ' f$trvi 1 41.1() VCAFtEVI c .R 3 TIE tsEAM ! 1 - 51 ) 1M. E I S E N - qA1- t s 5 - ilia trixAce9 I 0 (pi TILE ' EPLACE ytiS rtl`1t3'_ t�lvT 4 • _ a ASS J r L • ANCNot @ 1G cc bars 4 4 cc . ot1u61_p. FLA511, GAO/. Grt,p 2‹.5 1 -30 3--15 WIT Mr1P pima OKAVEL 5uto:Ate- CAM. r ilX<,O . Pi PG. 16'6" jai / Pzoos'� t' PROPCUD A DDi!ll®TN cf/./P DON N It_ a 7I R rC ICI II: I © l ' SID E NI rC I P.45 RILL 1101 - l U''f l 1111(1:11 No.E INEgEASE 3CAI3 DEPf�1 . 1'0 ICI" 41I IIMUth% Z- V " 4 C 9 J WL: 4' ilgi 1 • 7'O 1' J .a► Veliki. Ara - e' * 112 IX2. 5 - 1 - 1 �. eaua • - , '1Y 1 GDiAVEL Step SN ati to rr 1 �3 PLOT PLANT 1 " -2T8' D'xt NajvN roii ELECT CONOt)IT.._ " 1-30 5-15' f �'_� ^- Nfl MO? ?1jt .� �7A.v eft tc . „ p. • • ! i • 1 etin 4.0 • .1- ),••■' (1. i4 40.1••• ay; ••••••/•,, ,• • 10 .'.141e1 . 0.pi....*...1••••41.,C. 6,40 . .04.1,••••.14....11. , V ARV, Ax-1.• Or • 41 1 r o •To • FN. - 1 IF / t 6- ) 1 0 /5 Aj 0 7.„. t-1 "Th A V 4 7 ,)-- /A .‹ • ) 0' 11 a- v e‘j 1 c),(' kk•t 1 %% ( k<,_4. , •4 1 `c• 4-k Li 4 dr -' Fq) r•J 7 ?- \—Nv4A-: — * 7,1 - e!. ‘'''t ) eo 1°4 't.A. • 5) - csi 1 A- .3/6 Arkt.4.)Adt:141, \ VT st: CI) . . • Mr.1 .4\.1y -1441) A \ 2 .) 1 .) c '! k )6-.S• 4 NM t ( ci-te) 4 fr - '• 4 1 5.-* --0.4f1‹.■)"11` 4-4 1 At 1 'y r:/syrte plee fe,sr nr-/••••••••••Wo•■■•• T•i S.W....no • • maw ,•■■-•,,••■•■■•••• ..,./bamIly..1,401.1. .4..0.6619.0.00. •••••!: crs.ri 114711 - - • •••.••••••■ •• •• J • • - F-x ne,..;<1WI, aafil) 51 X INTO , // F)et) 9.E. Hi r14 per- 1 I Fly) r?, Is gC(2) 11 CO R 1 17 . )‘ , ,e i i.. i I f i , i - - ---- - -- - - - i A , -en- --r Lc, 1 ,. t ... o i t. ,jir - 1 - i -4 e.../<1" Ale: i \VW. I., --' 4 '-_":-.. -- - ffri N r -t.-i- 1 N. -e-. - ..:, 1_,, c / -- \ '''•,2 I - ic l V ;7-' ii, ---- -----.-_. .. ( 1 - - -- --i" r r" - fr r - :• i i_ ' - T___ ___ _ __.-1 f--)1 . 1■ \ _ 7* ' • r - r 1 \.) A 1 II e e" . ( 4" 4 e- 4 klE rb - c) v_rikt Ff. I 'IA' F7f:. • • eAT-14. - trid, 1 ( , (4! '14 4.,r2d6r Noo.F. ICI '1 EC; X FA. g w 1.e,f r 1V,\ Es,-(1‘4 66,-0 C eeN1 2 1 , 1 ,;( 1 ,0 ' d i Co • t a 4.--TW- 6,11(.11._ ___)_ /. 1 / ( 1 red- (-t Pad -ow], 1.7j t:TA ,.;;'t) t"/ 1 t L VII' a • re.) e_U V (..o e- 1 6 4 -X- e_xis-rit-1( 2 eD c, le) cm, ji _ 1 .)1 1 ) l - 14(1 Ica" e_-(2,tic rco I ri() — 1 -1- !I 3 11. et „,. ')/ 1 V 4 , 1` t'4; vCal \tr $ 1 1 ' 41 4 • \Z ''// A ‘4-kt 72fe..) t i5t_ ftr ■1/1 t‘A.k.AKU NA■, I 41' 4 11 4:7.ECd I Oki r3i.c6r. E6L Lm e ' t.c:<.-...:e- mi61.1 1 tio. 1, VXie.411 !-- ----- e;.<1 P.64 t (2. . 10 4,..4 \AN .47 1g i 4. 1000R BRACKET PLACEMENTS HEIGHT "L' 'x1" 'X2' . 1 70' 1 -112' 10' 35' i 60' 7' -0' 76' 3 -1/2 10" 38' 156" I � 88 L4II 10 4LiI6j - W N c 1 A i o i6- I I r 1 / — -- 1000R BRACKET PLACEMENTS HEIGHT "L' 'x1" 'X2' -x3-1 'X4' 1 6' -6' 70' 1 -112' 10' 35' i 60' 7' -0' 76' 3 -1/2 10" 38' 156" 3' -0' 88 3 -1/2 10 34' 53 MODELS 83, 84A. 93, 94 ENO STIES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L-tOC SYSTEM (TOP, BOTTOM, 3 CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) ANO URETHANE ADHESIVE (ALONG CENTER) • •- LOCATION OF OPTIONAL VENTS MAXIMUM VENT OPENING: 60 IN MAX. 000R /40TH = 9' -0" INSIOE Fl EVATION NOT 1; DOORS 5'6' HIGH CONSIST OF ((4 SECTIONS; ((2 OF 21' & (2) OF 18'. DOORS 7'0' HIGH CONSIST OF (4 SECTIONS; (4 OF 21'. DOORS 7'6' HIGH CONSIST OF 5 SECTIONS; (5 OF 18 DOORS 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21' & (3) OF 18'. NOTE Z; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED 81' A REGISTERED PROFESSIONAL ENGINEER FOR WINO LOADS SHOWN ON THIS DRAWING. 3 r 8 F ° 0 2 GALV. STEEL TRACK. TRACK THICKNESS: .060' z O ( TRACK CONFlGURATION —►- A -- -A 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO N000 JAMB 'WITH (3) 5 /15'x1- 5 /8 "'WOGO LAG SCREW.. TYP. 2- 1/2'x12 GA. GALV. STEEL TRAGC 3RACKET. SEE END HINGE OET JL SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT Of 000 SIR SIDES (SEE LOCK OPTIONS) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) -\ INSTALLER I RETAIL ' I.100EL I !400EL 1 DESCRIPTION • 1 93 i 83 ' 24 GA. SItLL SKIN; 18 GA. STEEL ENO STILES 94 ( 34A 1 24 OA. STEEL SKIN; 18 GA. PAINTED STEEL ENO STILES 1 - ALL 000R MODELS ARE RAISED PANEL EMBOSS 2x6 W000 JAM8 12 GA. GALV. STEEL TRACK / BRACKET FASTENED TO 'WOOD JAMB WITH ONE 5/16'x1 -5/3" N000 LAG SCREW PER BRACKET. SLOE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF 000R. NSIOE SUOE BOLT LOCK OPT14N 2' GALV. STEEL TRACK = FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH CNE 1/4 "x5/8" BOLT Y Nut 1$ rNo 4/4» RN.'ETS. ;A44B CCNFFGURATIC •I PAFPARATION OF ;A14BS BY On- ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM, 3c CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP 3c BOTTOM) /NO URETHANE ADHESIVE (ALONG CENTER) r - STOP MOULDING 3Y 03OR ,NSTAI I ER (TO SUIT 20 GA. MIN. GALY. T =L ENO STILE 20 C. GALA'. STEEL INTER. STILE 1 ■NtER. :TLE CUTS 10E HANDLE: 21.12af. KFYFD 1 OCK 1 DC'< BAIL L OGKING 2" STEEL ROLLER. Ill , - - Altom ■■ = LOCATION OF OPTIONAL VENTS 1AMAXIMUM VENT OPENING: 60 iN' MAX. DOOR WIDTH = 3' 0' INSIDE F1 FVAT1ON END 511(1 LOCK BAR GUIDE _ LOCK BAR r I ! ENGAGES IN TRACK ON EACH SIDE OF 000R. INTER. STILE OUTSIDE HANOLE 1 18 CA. GALV. STEEL INTER. HINGE - FASTENED TO CENTER STILE '11/( EACH 114x5/8' SHEET METAL SCREWS. 7/16' PUSI NUT .NSTALLED ON ROLLER SHAFT F0. JNP.ESTRICTED 000R CPE.RATICN. ;1 4 /14, CA. C.'LV STEEL ENO I-- ASTENED It E STILES 'V /(4) EACH 5/6' SE METACRWS HINGE 3c ( 4) x3/4' Sc TAPPING SCREWS. TWO POINT LOCKING INTO TRACK PER SF8 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. I4 ;A, END HINGE :e lopav Building Products Comoanv ENO STILE INSIOE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 24 GA MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KS1, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL (a) j144/8' SHEET METAL SCREWS (4) ' /4'x3 /4' SELF TAPPING SCREWS r'E Zx6 VERTICAL 'N000 .IAMBS ARE TO BE GRADE 2 2R BETTER yaLG'W PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) .A148. ALL JA148 FASTENERS MAY 3E (BUT NOT .REQUIRED) COUNTERSUNK TO PROVIDE A LUSH MOUNTING SURFACE. 2x6 W000 JAMB CAN BE ANCHORED i0 GROUT REINFORCED BLOCK 'WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE 1 I c0 'WITH CONCRETE ANO REINFORCED WITH CONTINUOUS J5 BAR EXTENDING INTO THE FOOTING ANO INTO TIE BEAMS. ANCHORS CAN BE 1/4'x1 -3/4' EMBED TAPCCN CONCRETE ANCHORS STARTING AT NO !ACRE THAN 8' FROM BOTTOM AND 16" 0.C., 13 WITH 3/9"x4' (I -3/4' EMBED) RAW& LOK /80LT ANCHOR STARTING AT NO MORE THAN FROM BOTTOM ANO 24' 0.0. 0ESiGN ENGINEER: ' 1 - !4AP.K 4. NEST ERFIELD FLGRIOA REGISTRATION No. 48495 uEC:iANICAL ENGINEERING WWI bort 2' THICK 1 .°6:.. • 1 8 GA. INTERMEDIATE 'INGE 11 7 -8 -97 ( ADDED 14AXINUU VENT OPENING I i 7Mrr rn i/WW SECTION A -A 12 G.A. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) 114x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL ENO HINGE. EACH FASTENED TO ENO STILES W /(4) 14x5/8" SHEET METAL SCREWS be (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'x20 0A. GALV. STEEL U -BAR. TWO U -BARS PER SECTION, EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KS1 IIEL EACH U -BAR ATTACHED W /(2) 1/4'x3/4' SELF TAPPING SCREW PER STILE. 13 GA. GALV. STEEL 901T01.4 BRACKET. ATTACHED 41/(2) 114x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. - ESiGN OACS: - 42.0 PSF L - 1 8.0 =SF. -EST ../.0S: - 63.0 PSF —72.0 PSF. APPROVED AS CGMPLY■NG WITH T -E SOUTH FLORIDA BUILDING CODE DAT 4?(_16,1 Zi PRODUCT CONTROL DIVISION 3UILDING CODE COMPLIANCE OFFICE 4CCE ?TANCE NO a�cvra.m. 1" %_0T 1 -42 CLOPAY 3u41.OING PRODUCTS CCMPANY 312 WALNUT STREET I 11 /18/96 x x>. DOOR uOCELS: SUITE 1600 i I 9'0'W x 3'0"H 33„ 84.4. 13. 14 CINCINNATI, OHK) 45202 ( ^ono - (543) 331 - 4-900 ocoa, rn B • - I1 iI -G e (94,fii)d Cilvl f Sow code_ ,.r r -, r.