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SHUTTERSOMOUN T SCALE: HALF 51 CO N 3.993 ". 1 - 0 52" 4 478" ADAPTER SLAT SCALE: HALF SIZE 45° 4.078" 4.534" ® 1YP. SLATS SCALE: HALF SIZE 52" GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOM BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. • 11 = .05.5" t = 125 O BUILD-OUT WALL HEADER SCALE: HALF SIZE m 0 N 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVALIIOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: .A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMIllLO '10 THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHAj` BgACCiPIED I Y 11-1E BUI DING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL CE PERM/ FOLLOWS: GUARDIAN HURRICANE R O3I IC/UT, tit: • IQAUDN9fiY • MUWII DADE C UCf bPRdvED • • • • 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER !VEAL). LOCKING r1ECHANIM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. • • • • • • • • • • • • • 11. STORM SHUTTER EXTRUSIONS SP14 SHILI 6Q60 t6 AI,UM LL L • LOY, U.O.N. to •12 POP ANTU BSTEEL 'W 5H A MI M TENSILE TN�U RENGT ST1•rOF 60 U.O.N. KCS.1.. N OR ALV I 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 11.. FLOOR TRACKS MAYBE REMOVA AT NGN.S7iA USE REMOVABLE ANCHORS SUCH AS POW(RSCALK•IN•ANNCMORS. • • 15. THIS SHUTTER SYSTEM IS PATENTE9 WITH tAE V. PARENT IANO.TRADEMARK OFFICE, PATENT No. 5,755.270. ••• • • ' • ••• • • 0 0 0 2.775" 1.391" 1.891" O CENTER MATE 1 SCALE: HALF SIZE 2" MIN. _5" MAX. ® LOCKING CLIP SCALE: HALF SIZE O r ITYP. 2) .620" 0 J .095' .442' 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 1 11 = .05 12 =.0 6' ® SILL.WALL MOUNTED SCALE: HALF SIZE � 06 0' 1_1.039" 190' tfi25 STAINLESS STEEL ,.4 A SSEMBLY Ot . 320"m HOLE x.375" 15'NYLON .058 "I� P A ED IN I I 1 251" � ANGLE ROLLER ASSEMBLY SCALE: HALF SIZE 12 SCALE: HALF SIZE 11 = .055" t2 = .076' t? = 097' 0 N 2.984" 2.795" .165" I.D. .285" D.D. .94 2" I 1_ .. 659 .2 101" Q CENTER MATE 2 SCALE: HALF SIZE WALKOVER () FLOOR MOUNTED 2 SCALE: HALF SIZE .060" • -060" 345" m 0 N .375" 1.6 ()BUSHINGS � ADJ. SILL -TOP SCALE: HALF SIZE 0 P N SCALE: FULL SIZE 184 ' W -.230" MAX. TOP BO CARRIER .248 1.391" LOCKING ARM ALIGNMENT () BUSHING (NYLON) 17 SCA.LE:.HALF SIZE .055'74 (T YP.)_ 1.533" lr .060" -~ N O co 060" ) -• s I L_ .080" 0 0 250" �? .949" 1.891" S CENTER MATE 1 (w/ LOCKING ROD) SCALE: HALF SIZE .055" 61.1" • .055 " -i f - 250"" .500" 3.283" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE 5d ADJ. SILL -BOT. SCALE: HALF SIZE (n m 0 J 0INSE RT SCALE:+IALF SIZE t = ..200" 0 J 0' 0 m N INSIDE HANDLE SHIM (NYLON) SCALE: HALF SIZE 1.533" 0 fi .095" .942" 1.250" iL136J 3.465" 3.267" .510" I.D. .630" O.D. .165" I.D. .285" O.D .060" 1.039" 625" 60" I 1.659'• 2.101" 1/B' THICK STAINLESS STEEL LOCKING ARM 14 SCALE: HALF SIZE .050" .025 (TYP. 1 1.250" C)90' END SLAT SCALE: HALF SIZE O FLAT END SLAT SCALE: HALF SIZE :060" . 3 4 5" 0 N 1 0 CENTER MAT 2 (W/ LOCKING ROD) SCALE: HALF SIZE E PRODUCT REVISED as complying with the Florida tinkling Code Acceptance NoO3 -071 • 0 ' Expiration Date 0 Looe By ti Miami D c Product Control Division re I•4 0 2 m o a o E O 0 d • e 1 a N W m , 0 m • g O Z T • ry m W Z .X C z °5 O J U 0 6 cc co co 0 m 0 cn 6 J o ci ,-1 .w i s • 0 0 a c w • c 1 c u o V.J. KNEZEVICH PROFESSIONAL ENGINEEJI FL License •: P 0010983 2 2003 iiii !1I iW H ( �,r. 1 0/17/20021 I � .Col I Or.e; G, AS NOIED I'•A [de ter• Or )( hecked DY� v)lc Jt �' %r1 1� drswing no. 03-81 I rsheet 1 of 7 j n 0 0 N CO 0 c 0 0 z 4 CL CC w I- 3 to X 4 TOP TRACK m ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION z O V w w w BOTTOM TRACK VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) 'ttIN. SHUTTER SEPAR •N F EET 5). DtST EE S TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. / AM' �`r wilt c•, P.) Iltwowei avamommurizamir *MS ^ •. — tEEIt :MAP iD 11 • ■ 1 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE UTTER TYPICAL PLA SCALE: YP.) 6 -1/2" (6 a i--. (T 0 3/4" MIN. /2" MAX OPTIONAL • • • DRILL 5 /8 "0 HOLE FRp BOTTOM OF EXTRUJONT BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) ►LAN VIEW • • • • T" HANDLE W/ `SHIM 4LWM W/ •3 ROW • F VZTS t % o • • • • •• • •• • • • • • • JOIPjf IitTH(EEF REMO'4ABLE t•ND • • FIXED SILL ••• • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• ••• • • • • • • ••• • •• • PLAN VIEW E SECTION S REMOVABLE FLOOR TRACK DETAIL ctAI c a ". r_ 0" USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). EXIS / GLASSSS, -- SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MI SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 - 1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' v. S EE FASTENER SCHEDU E T I PLAN VIEW FASTENER ((ooff� 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) v SCALE: 3" = 1' -0" 3/4" MIN. 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "0 POP NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. aitafflorosminorzm maratatasumgrzam somomERMI Worn& 1111 HIPC 13 EXISTING GLA 8 > (TYP.) 6 -1/2" 100° 14 9a— SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER NYLON HANDLE JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 "• 1'- 0' OPTIONAL PLAN VIEW SCALE: 3" - 1• -0" - CARRIES BUSHING ZI0 12 1! _ •'.- '1/16' O.D. LONG NYLON BUSHING 2t 21111.1111111 ° SSEMULY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3410 x 2" SMS. MANUFACTURED FROM 34410HT OR 1B -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING 3410 x 3" SMS. MANUFACTURED FROM 44410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE 2° MI FOR ANY ACCEPT ABLE ANCHORI. PRODUCT REVISED D with as complyint Bidding Code Acceptance No 03 Eipir lion DateO By Miami Da Division rodoct 7 Control 0 ii•Vo z Z � — N W • u Q �. —0 U°C O � • ec N h < W z o�S = 2 V � LLJ j N W N z ]C V m it u z vi Q V 0 ets a V z rn 0 0 8 v fa u u $+• 0 ed . a V o VJ. KNEZEVICH PROFESSIONAL E GINEER FE Ovens. No: ' . twq 2003 c 0 N a. 4 0 N 0 N m 0 0 s 0 0 rear• 10/17/2002, •c•I• AS NOTED [design Cr VJK (Or iv n �) ch•ck•d p dr•ving n0 03 -814 • sheet 2 of 7 S Ii... ® [o L1() M ONROE ¢ n 0 0 N CO 0 c 0 0 z 4 CL CC w I- 3 to X 4 TOP TRACK m ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION z O V w w w BOTTOM TRACK VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) 'ttIN. SHUTTER SEPAR •N F EET 5). DtST EE S TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. / AM' �`r wilt c•, P.) Iltwowei avamommurizamir *MS ^ •. — tEEIt :MAP iD 11 • ■ 1 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE UTTER TYPICAL PLA SCALE: YP.) 6 -1/2" (6 a i--. (T 0 3/4" MIN. /2" MAX OPTIONAL • • • DRILL 5 /8 "0 HOLE FRp BOTTOM OF EXTRUJONT BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) ►LAN VIEW • • • • T" HANDLE W/ `SHIM 4LWM W/ •3 ROW • F VZTS t % o • • • • •• • •• • • • • • • JOIPjf IitTH(EEF REMO'4ABLE t•ND • • FIXED SILL ••• • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• ••• • • • • • • ••• • •• • PLAN VIEW E SECTION S REMOVABLE FLOOR TRACK DETAIL ctAI c a ". r_ 0" USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). EXIS / GLASSSS, -- SSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MI SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 - 1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' v. S EE FASTENER SCHEDU E T I PLAN VIEW FASTENER ((ooff� 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) v SCALE: 3" = 1' -0" 3/4" MIN. 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "0 POP NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. aitafflorosminorzm maratatasumgrzam somomERMI Worn& 1111 HIPC 13 EXISTING GLA 8 > (TYP.) 6 -1/2" 100° 14 9a— SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER NYLON HANDLE JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 "• 1'- 0' OPTIONAL PLAN VIEW SCALE: 3" - 1• -0" - CARRIES BUSHING ZI0 12 1! _ •'.- '1/16' O.D. LONG NYLON BUSHING 2t 21111.1111111 ° SSEMULY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3410 x 2" SMS. MANUFACTURED FROM 34410HT OR 1B -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING 3410 x 3" SMS. MANUFACTURED FROM 44410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE 2° MI FOR ANY ACCEPT ABLE ANCHORI. PRODUCT REVISED D with as complyint Bidding Code Acceptance No 03 Eipir lion DateO By Miami Da Division rodoct 7 Control 0 ii•Vo z Z � — N W • u Q �. —0 U°C O � • ec N h < W z o�S = 2 V � LLJ j N W N z ]C V m it u z vi Q V 0 ets a V z rn 0 0 8 v fa u u $+• 0 ed . a V o VJ. KNEZEVICH PROFESSIONAL E GINEER FE Ovens. No: ' . twq 2003 c 0 N a. 4 0 N 0 N m 0 0 s 0 0 rear• 10/17/2002, •c•I• AS NOTED [design Cr VJK (Or iv n �) ch•ck•d p dr•ving n0 03 -814 • sheet 2 of 7 M 3 ri 3 c 0 0 v 0' I w r') V) co 0 a a x 0 u 1 I 0 O u O 0 0 Q .x u c 0 u 1 SEE TA w 0 1/4" MAX- Q A WALL MOUNT SECTION SCALE: 3" • 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 11 CONT. 11 CONT 1/2" OR DO CONT. EMBED. S /8" MAX. BUILD -OUT. MOUNT SECTION EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. 5/8" MAX. OLLER ASSEMBL TYP. EVERY OTHER TYPE ANCHOR LE FOR MAX. CING 9- 3/16" MAX 1/2" TWO 1/4 -20 MACHINE BOLTS . W/ NUT OR 4414 TEK SCREW (al 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2, ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES.PIYP.1; • • • C1 CONNECT1ON JYPE • REFERENCE ANCIJOR SCHEDULE FOR*1AX!• SPACING BUT DO NOT EXCEED 6" SPA _ NG CONT. • • • •• ••• • • • • •• • • • • • • • • • NOTE:• • ••• • • BOT• ISET2 C. •M141i BE USED Ar•TOP. z Z a� a �w a if)-1 3 CC 0/- H J - 3/16 "0 1- OR 441 D a j (8 6" z 0 In X w X Zu a WV1 1': x 1" x 1/8" Z w LUM. ANGLE ut W/ 3/16 "0 POP RIVETS (nl 6" O.C. MAX i O \ 1- Vla JJ Xln 4 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • 1/2" 1/2" • 1/.2'• . • ••• • • • • • • • • • • • • • • • • 0 CUNT. • 1'M CON'T. ••• • SE O L R D?OR 5/8" ROLLER ASSEMBLY TYP. EVERY OTHER P 1/2" - 1/4 -20 MACHINE BOLT W/ /NUT ((nn11 12" O.C. (TYP., TOP & BOTTOM) ASSEMBLY 1/4" MAX. i POP RIVET EK SCREW .C. (TYP.) 3/ MAX- - EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EO.EO. TABLE 2 JD 40 w X= aV F CEILING /INSIDE MOUNT SECTION SCALE: 3" _ -C" l7 NO 0O EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. - 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET @ 6" 0.C. (TYP.) -1/4" MAX. z a wam W �3 ~ ZOw . JJ aJ3 0. 40 w XI Y au EDGE DIST J OR DOOR —1/4" MAX. w 0 w OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SL, SCHEDULE FOR MAX. FI�GF MIST e SPACING /- EXISTING CONCRETE, MASONRY / OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. I w F : o 0- . w 0 1/2" SEE TABLE 2 2 -7/8' 1 1 to MAX. z a a tr w 1- F- X a E OR DOOR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - (2a� TYP. TOP & BOTTOM 1/6" MAX.- 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 /8" MAX. (i) BUILD-OUT MOUNT SECTION SCALE: 3' • 1' -0" z a r- aw V:J In O- Jw *4 XO aw L 4'V) w 10 0 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR Cl CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ " TY UT p 12" O.C. (TYP., TOP BOTTOM) L7 —1/4" 0 w MAX. ALT. ANGLE (TYP.) .a O 3 -3/4" MA > I 11 / .• - -1/4 MAX. X111 „_,_ „ — „� _ OTOP & BOTTOM S C1 CONNECT TYPE k0111\ SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. II AIL ` 11 CONT. - FOR LARGER SPANS E TWO 2” x 5” AL. ANGLES ISEE SCHEDULE 1 TYPE C) 5/8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" _ v-0" 1 2" 3" EXISTING WOOD OR STUCCO FINISH MATERIAL EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 4414 SMS (al 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. ro 1/2' MAX- -1/2' -1/2' WOOD SOFFIT / ° FLOOR MOUNT SECTION SCALE: 3" • 1' -0" OR DOOR ot- w. 0 QC w I O w = z 3 _ w X 4 W t7 0 w 4" x.1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "¢' WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR.. "T" IN WOOD (al EACH RAFTEP. OF TRUSS. 24 O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR MAX. SPACING - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 3- 3/16" 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/2" 1/4" MAX- C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING BUILD -OUT MOUNT SECTION ,BUILD-OUT 'SCALE: 3" 1/4" . MAX.- PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 Expiration Dale o By Miami Da .,-' rodnct Control Division z a— aw V1-1 3a 01- J J w a J X a w EL, la/ w N 04 `f Z _ w ~ < V - °C 0 • 0 Q W, z 021 = V > - ? W tV w..+ Z Z tj m m rn 0 0 2 0 CZ N T o Z z 0 N 2 m 8 4 5 8E A 12 2 SZ o2 a N '0 W o, u o 0 m A N n m 0 m 0 O N N 0 0 0 f d•►• 10/17/2002) .c•t• AS NOTED, dravn•by MCR fdeslip) y )fch.cl..d j Or•vIng no. 03 =814 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 .. x 5.. 5 ' -O " 9 . - 5" Tw = .125" 8' -0• 8' -l" Tf = .125" 10' -0" 7 -6" 5' -0" 14' -0" 2" x 8" 8' -0" 11' -6" Tw = .012" Tf =.224 10' -0" 10' -4" 2" x 9" 5 -0" 15' -S" Tw = .072" 8' -0" 12' -5" Tf = .224 10' -0" 11' -2" EXISTING STRUCTURE NA TWO 3/8 "0 POWERS 6Sl i CALK-IN 1- 1/4 EMBED. IN 3 KSI CONC. Willi WITH 4 -1/2" MIN.. EDGE DIST. OR FOUR r te. 1/4 "0 ELCO CRETE -FLE ' ,( @ 3" O.C. W/ 1 -3/4" f'I EMBEDMENT & 2 -1/2" k ,. EDGE DIST. IN EACH A ANGLE TWO 3/8 "0 POWERS CALK -IN �10 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED.. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"O ELCO CRETE -FLE @ 3" 0.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1_1/4 — DETAILS V1 &Q • THREE -1/4 "O THRU BOLTS 1" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT fT 12" O.C. USE THRU BOLT OR ACCESS FLQLE AS SHOWN IN DETAIL -1/4" MAX. (MAX. DESIGN LOAD :72 PSF) e TOP SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" OR DOOR STRUCTURE • • ••• • • • ACCES HOLE • • 2 • 3" x 1/4" • &093 -T6 ALUM. ANGLE • THREE- .1/4"0 THRU BOLTS ALT. LEG DIRECTION • • • • • • • • • • • • .•••• �• • Dg�IGNCLOAD =72 PSF) • • c of�Ni SUPPORT BEAM DETAIL SCALE 3" • 1' -0" NOTE: 1. USE BEAMSCHEJIQULE FOR DETAILS j) ANDVJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. • 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO CL OF SUPPORT. .8J CC �O Ow 3 Q ww - • 0) L)( = - on N NJ Q - 41- J -.4 wpocc f LL V2 3/16 "0 POP RIVET OR #112 TEK SCREW 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (01 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL H DRILL 5/16 "0 HOLE 1.00" SCALE : 3"=1*- 0" SCALE : 3 ". 1'- 0" GLASS OR DOOR PLYWOOD AND_/ i STUCCO FINISH 5/8" MAX DRILL 7/16"4 HOLE DRILL 5/16 "0 HOLE 1.13" 0 0 ,4 1.12" 1 SEE TABLE 2 1.88" 3.7S 6.00" 1.88" (MAX. DESIGN LOAD : 72 PSF) 1.12" ANGLE DETAIL USING CALK -IN ANCHOR PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. ANGLE DETAIL. USING CRETE -FLEX ANCHOR f 1/2" Q WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0" SEE TABLE 2 SEE TABLE 2 GLASS OR DOOR 3/16 "0 POP RIVET OR 4412 TEK SCREW p 6" O.C. (TYP.) ASSEMBLY C4 CONNECTION TYPE Kt rtHtNlt ANL n un SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (a7 12" 0.C. TWO 1/4"0 S.S. LAG SCREW (01 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 "x6"P.T. WOOD PLATE 1 iur j 1/2" 7 O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP EQ. ELI ® CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" By Miami Dad Division 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1"0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW @o 24" 0.C. MAX. W/ 1 -3/4" PENTR_ IN CENTER OF STUDS 1 "x3 "x1/8" OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) EDGE DIS 5/8" MAX. CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING pr POP RIVET (al 6" 0.C. (TYP.) •-1/4" M A X PRODUCT REVISED as complying with the Florida Buiding Code Acceptaccc No 03 - Expi ation Date 0 -• rvduct Control LT z Z -v, W V 1— Q ° V °C 0 • V1 w uj ea- z 2 V al w � N W V. Z ]L v rn • N Q • a 8 E NJ O m 03 r o T A ..r • WW 8 4 I2 N N z � J 5 I° 0 L Z 0 fd..ipn ey l VAC ) ti C CO . � 11 T . 0 to c "• I. '4 ell X a ( a . .;. * 5 Nott6 5 6 m U 8 W 4 00)0 CC _rncn coin W P.) F lnrm v a cc N 01111.11 -1 mm z — -Ix — 4 414 N (a, t. 10/17/200.21 r0� a,+n by ►lCR ( cn•ck.d e VJK dr awing /,O. 03 -814 sheet 4 .of ' 7 1 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL . MOUNTING CONDITIONS EXCEPT 000 (FT - IN) TYPE B DETAIL QF ORDET AIL O SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - l 11 - 0 13 - 1 11 - 2 40:0 •12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -'4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 6- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 - 3 8 -3 8 -5 67.5 •10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 • 8- 0 8- 0. 8- 75.0 9 -8 7 -8 7 -8 .. -0 81.4 8 11 .7 - 0 7 0 7 4 86.8 8 -5 6 -7 6 -7 7 - 0 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 - 0 130.0 5- 7 4 5 4 5 4- 7 140.0 5- 2 4- 1 4- 1 4- 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 - 3 -9 170.0 4 -3 3 -4 3 -4 3 - 6 3 4110 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2 ".x 1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER (0 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ALT. C OSURE DETAIL () M SCALE: 3" • 1' -0" MIN () ALT. CL cci RE DETAIL N scA 1.-0" 1 "x2 "x1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 4110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (018 "0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x.055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE FASTENER (0 24" 0.C. (USE ANY ANCHOR 1 ANCHOR SCHEDULE) 4410 x OR 3/ 0 18 P Lv n i.Lr %. \ L. Los. 1 - SCALE: 3" = 1' -0" 2 " x2"x.125" ALUM. ANGLE CONT. 1/; ' GALVANIZED SMS '0 ALUM. POP RIVET 0.C. T A B L E 1 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" • 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE - 4410 TEK SCREW OR 3/16 ALUM. POP RIVET 0 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) • •.• • . • . .- • •. • • • • • • Vi •. • a• • • • • • •• • P/ 4-20 TRl7SS'HEAD Sr BOLTS & NUTS W/ LOCK WASHERS (al 24" i C 7 • • G • • EX.. nA�:PF • • , •. SE?'IALE 011 FEMALE AS • • • • • EDDDIR66D. • • . . • • • • .. .. () ACT. CORNER CLOTURE DETAIL Q SCALE: 3" . 1' -0" NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" 4 • Se 4 . • z 4 �w J 3 0 4 Q ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1•-0" -J .3 JW 4J XO 4W N- W N tn = 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Buiding Code Acceptance Noo3 - Expiration Date 0 13y Miami Dad Division roduct Control .0) 08 IV • UN m N M • 8 t el tsJ a °O g 5 g z N CO M • a g rc 8 A z ~' • Et o �+ �o uJi ssiseismowszonnom VJ. KHIZEVICH PROFESSIONAL E INFER EL lion. 109631 0 N (a•re 10/11/2002) f ec•te A5 NOTED' design by vm u z W 1- 4 0 0 N 4 se 0 z 0 O 8 6 co to 6 m U 8 0 O o d r• n •0y nem (th.ci..d e l 1 V JK Ores. ing n.. 03 -814 sheet 5 of 7 ) Print Inforrnation: MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LE N OR EQSS UA L THAN TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS - FOR INSTALLATIONS AR GRE 30' A BOVE THAN GRADE (INCHES) i 30.0 5 - 0 2 -7/8 1-1t2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 - - .. 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - -0 --- - - 3 2 -1/2 12 - 2 3 -3/4 - 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 - 7/8 1 - 5/8 8 - 0 2 - 7/8 1 - 3/4 11 - 0 3 1 -3/4 .11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 - 7/8 9 - 6 3 • 2 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 '7 - 0 2 -7/8 1 -3/4 8 - 0 2-7/8 1-7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 . VO.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 0 - v .. - . • C- , 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 - 7/8 1 - 1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 . 9 - 0 3 2 -3/4 10 - 3 3 3 3 4110 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2 ".x 1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER (0 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ALT. C OSURE DETAIL () M SCALE: 3" • 1' -0" MIN () ALT. CL cci RE DETAIL N scA 1.-0" 1 "x2 "x1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 4110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (018 "0.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x.055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE FASTENER (0 24" 0.C. (USE ANY ANCHOR 1 ANCHOR SCHEDULE) 4410 x OR 3/ 0 18 P Lv n i.Lr %. \ L. Los. 1 - SCALE: 3" = 1' -0" 2 " x2"x.125" ALUM. ANGLE CONT. 1/; ' GALVANIZED SMS '0 ALUM. POP RIVET 0.C. T A B L E 1 1" x .055" ; 1" x 2" x .055 "; x 3" x .055" • 2" x 4" x .055" R 2" x 5" x .125" AL. ANGLE - 4410 TEK SCREW OR 3/16 ALUM. POP RIVET 0 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) • •.• • . • . .- • •. • • • • • • Vi •. • a• • • • • • •• • P/ 4-20 TRl7SS'HEAD Sr BOLTS & NUTS W/ LOCK WASHERS (al 24" i C 7 • • G • • EX.. nA�:PF • • , •. SE?'IALE 011 FEMALE AS • • • • • EDDDIR66D. • • . . • • • • .. .. () ACT. CORNER CLOTURE DETAIL Q SCALE: 3" . 1' -0" NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" 4 • Se 4 . • z 4 �w J 3 0 4 Q ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1•-0" -J .3 JW 4J XO 4W N- W N tn = 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Buiding Code Acceptance Noo3 - Expiration Date 0 13y Miami Dad Division roduct Control .0) 08 IV • UN m N M • 8 t el tsJ a °O g 5 g z N CO M • a g rc 8 A z ~' • Et o �+ �o uJi ssiseismowszonnom VJ. KHIZEVICH PROFESSIONAL E INFER EL lion. 109631 0 N (a•re 10/11/2002) f ec•te A5 NOTED' design by vm u z W 1- 4 0 0 N 4 se 0 z 0 O 8 6 co to 6 m U 8 0 O o d r• n •0y nem (th.ci..d e l 1 V JK Ores. ing n.. 03 -814 sheet 5 of 7 ) Print Inforrnation: . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE_ LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13'_1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 Cl. C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 I CONCRETE $�11 1 1111 '�1 1111111111111 1111'lllllll/ 11 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 8 3 3 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 4/ r 12 12 12 12 12 12 11 9 7 5 12 11 12 6 12 6 8 6 5 6 12 10 10 4 12 4 7 5 4 3 9 9 3 3 3 3 5 5 3 3 1/4"td ITW TAPCON W/ 1 -1 /4 MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 // 8 3 105.0 10 5 5 5 3 8 3 / f / , 4/ // 8 3 4 / 8 3 1. r 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3// 4 / 8 3 '/` 4 , / B 3/ 4 / 8 3 , 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * 1/4 - 0 POWERS w/ 7/8 L 1/4 - 20 STEEL MACHINE (MIN. 3,000 CALK EMBEDMENT STAINLESS PS.I. CONCRETE) -IN SCREW 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 4 5.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 6 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 5 7.0 12 12 12 8 5. 10 10 10 5 3 9 7 B 5 3 6 / 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 f 4 • Q ) 1/4"♦ POWERS NAIL ZAMAC W/ 1 - 1/8" MIN. EMBEDMENT IMIN 3,000 P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 ' 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 L. 105.0 8 4 4 4 6 .ZAIEVAIVAMWASI ' 3 ' ®" ANWAIIi7�' MEWAI�� 170.0 6 / FM ��' 3 '�,/ , ,' , awnmi m.,:;n.,,,.,,, ,, it j in ...mt, 1 /4 ", ELCO MALE/ FEMALE "PANELMATE" w/ 1 - 1/4 MIN. EMBEDMENT I. 1/4 - 20 MACHINE SCREW WITH NUT IMIN. 3,300 PS.I. CONCRETE) 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 9 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 . 6 • 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 .12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 B 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 12 4 .6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 ff 45.0 12 12 12 12 11 12 12 12 12 7 12 12 11 7 12 8 8 7 4 41tDIW411411t 0» 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7• 12 6 S 7 4 1 mirmuu m uulmuni> 73 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 . 1/4 ELCO TEXTRON HEX TAPCON/ HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 P.S.I. CONCRETE) 105.0 12 B 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 F • 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 1. 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 1 /4 - W � 1 . EMBEDMENT 1 (MIN. 3,350 P.S.I. CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 - 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 4 6 6 3 3 12 4 12 4 4 4 6 6 3 3 12 1 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 6 5 7 14 l 12 6 5 7 14 l 12 6 5 7 4 1 12 6 5 7 4 17 0.0 1 12 14 4 6 3 12 4 4 6 3 1 12 4 �� ��� ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS _ • -• • - •..•. �Fla1S . .111443b sI • .. • •••• • ' •• • • • • •• • • • •• ANCHOR TYPE ••• ••• • • • • • • • • • • • • • • • • • - LOAD , (W) P.S.F. MAX. OSLE r : NQTE • 3) 1 MIN. 3/4' EDGE DISTANCE •t•I• dnror A$ Notto " 11Ml SPANS UP TO 5 , - 8 ., (5(1 NOTE 1) SPANS UP TO 8 . - 0 " (SEE NOTE 1) SPANS UP TO 9, - 0" (SEE NOTE 1) SPANS UP TO 13' - v' (SEE NOTE 1) CONNECTION • C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 (5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 ) C4 C5 • atom • • • • • ••• j� I11111HllllllllllllllllllU■ 147► "" W/ . 1L3r4 11IN.•TH • P:N� T1t=N S �R • • •RrARML&EL OR OP.•• •T04/OOD•OR/RN ' 1.5.0 12 12 12 9 7 12 12 6 5 12 12 12 5 4 12 9 9 3 .3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 / // . ' 730 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 l 5 4 3 12 9 8 3 3 12 5 4 3 V 12 S 4 3 12 5 4 3 170.0 12 5 4 3 // 12 5 4 3 // 12 5 4 / 3 / 12 5 4 3 / ( suoisInaJ )' BEIIIIuII 1111111 BIMINI f f ts1Mr0) A1Mfl0] )717 O/10 /t l (aesvzozzeoeo * os.LH l dsr• 10/17/2002 •t•I• dnror A$ Notto " 11Ml design J1t thach•v g dr owing no. 03 -814 sheet 6 of 7 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying lvitb the Florida Raiding Code Acceptance No O - O 7.0 Expiration Date o AFT t000e roducl Control By e Mia i Da Division o Z W - 1- W V 1- Q c v°C O N N Q W c V Lai t; w N Z = O 0 W I al KNEZEVICH l/traFES RNIAL E NEER FL License - ux 09$3 Zoo ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. . ANCHOR TYPE . LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP 10 .8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" • (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 NOT C3 E4 PE C5 CONNECTION C1 SEE :2 1 C3, TYPa i 3) C4 CoNNECTION C5 C1 EE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLOCK :■ �IIIIIIIIIIR1111HIIIIIIIIIIIIIP> 4"0 ITW TAPCON W/ 1/1/4" MIN. EMBEDMENT 45.0 12 12 12 r1un 4 IPlrl� I-1-1- 3 ' ' LA 4 Al v r m CO •O 8 5 X 8 5 4 _ 3 A , N 4 4 ' 3 3 3 A � A 12 12 rc 8 I 10 8 � 6 ° Im I m 10 8 - 3 3 ' r0 ©HL .o 4 m 9 7 S 9 6 NI 1'141m 3 re, 02 6 5 5 3 D' 3 "� 3 3 3 4 r d -- - 73.0 � 7 . -FF;. - - 7 7 11 1 1 11 6 1 8 8 8 5 105.0 S Arli'i "" 4 O"rd: 4 '" A� ��,/�' 5 PIE 3 ' S WW. 3 ' 170.0 4 t6,� "�" 4 "N' 4 . '`NE =� 5 �itj 3 5 " 3 * 1/4"a POWERS W/ 7/8" STEEL MACHI EMBEDCALK E -IN ENT M SC EW 45.0 12 12 12 7 5 11 11 11 5 10 r r 4 7 12 Or 12 12 12 7 12 12 12 8 5 12 12 12 7 8 dial an 9 De 57.0 12 12 12 6 4 9 9 9 4 A 8 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 73.0 10 10 10 4 3 7 4 3 3 / 6 I , I �� 3 /I 5 411 12 12 7 4 9 5 4 5 3 8 3 3 4 I 7 105.0 7 3 3 3 A"" , 5 "o//o/ 5 "J� �� �N 7 I OM 4 ' , 7 170.0 5 12. ��'NU"" 12 7 4 8 8 8 5 p 5'i•. 7 7 7 a' 4 5 MOM MMu 12 �'��"�' 12 12 9 5 9 9 9 6 3 7 ' �� 8 B B 4 S 7 6 a' 4 ' 3 p 45.0 12 Q ) 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 4 ► / �� 1 10 10 10 7 4 7 7 7 5 A 6 5 6 4 4 3 A A O 1/4 "O POWERS NAIL- NAW/ 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4 rem 3 3 a 4 RANG 4 "E' 8 8 8 5 3' 6 3 3 4' 5 " 3 A 4 ME 3 ".3 IN 105.0 5 �� ' ' " raven 4 v© �r NrA �' 3 "G 4 170.0 4 'i� 4 " � E/ Ci ;, - 'M'�� �' 4 "� 4 I 3 rld * nnnm,i oununm:n; ;n : 1 _ 1/4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT SCREW WITH NUT 45.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 8 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 11 4 m ©►\ PO 57.0 12 12 12 7 4 10 10 10 5 3 9 7 8 4 6 A 12 I 12 12 8 5 10 10 10 5 3 9 7 6 5 3 73.0 11 11 11 5 3 8 4 4 3 7 3 3 3 a ' 6 �� w 3 I 12 12 12 6 4 8 4 4 4 ' 7 3 3 4 ' 6 "� 3 ea, "i1' 4 4 5 PA 3 105.0 8 4 4 3 , 1 I 3' 6 ► ;� , 3 6 ' � '� //n% 6 Paw, 3' 6 170.0 6 �� "� 3 6 " 3' 6 Er a .AEI' 6 ME 3 ' 6 4 5.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3 6 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 57.0 12 10 7 12 10 3 12 10 3 8 6 4 4 9 r 9 4 9 5 3 3 4 I 3' 8 6 7 m I i 5' 3 3 ' 5 5 . 5 E' ' 3 ' ' 12 12 8 12 12 4 12 12 4 10 7 5 5 4 3 11 8 7 11 5 11 4 7 4 5 3 �' 10 7 7 8 3 �' 9 3 6 4 4 ' 3 7" 7 7 4 4 4 Ill r 'i = � 19O1 " 1 " " tnUt1 '' 7 3.0 1/4" ELCO TEXTRON HEX-FLANGE TAPCON/ 5 W/ 1-1 /4" EMBED 105 170.0 5 3 10 MU" 5 11 11 3' 11 7 5 10 './IN' r I 3 ' 6 7 MZ 3'�/'� 4 12 12 12 12 7 7 12 12 J�E 12 9 5 7 12 E�a' 12 12 8 7 " 4' • 5 4 5.0 12 12 5 7.0 12 12 8 4 9 9 9 5 8 S 5 3 I 12 12 12 10 5 11 11 11 7 4 10 8 9 6 p� 4 4 1/4"0 ELCD CRETE FLEX W/ 1 - 1/4" MIN. EMBEDMENT 73.0 10 10 10 6 3 7 5 4 3 4 A d 3 5 A 4 / / 3 ' S or 5 �A 5 ���/ m• m s, P ,{ 3 , 3 1 3 1 � V /1 12 12 12 7 4 8 5 4 y / 5 4• 3 /A 7 V/71 4 VA 7 1 / /V/I 4 V/I 7 7 3 4y 3 4 4 ' , 7 /%I 4 4' 105.0 7 3,{'3 4 8 4 � / 4 5 3 7 VAVA 170.0 I 5 �/V/ /V] �/ 3 Y /I 3 �� 5 �//� ANCHOR NOTES: 1. ((S��PANS{A�ND S L�OADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. iHOWN �I 4SIORM SQUITEr/PANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE • LE I. 11Kit 2. ERLTER ANCNOIi ClileliTlULE.BASED ON THE EXISTING STRUCTURE MATERIAL, AtJCMOR TYPE AlND£OGE•SISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. • S 'RUC..T•URE MA BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. •F 5?ING liR1 CT�UQE CONNECTION TYPE. S MOUNTING 6T4 EEON DETs41 S.FORsDEN1:IF4CATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. 811hHNUM EMBIECIMG41T 4ND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EKIS. 5ITRYCTUi1E IS WOOD FRAMING WOOD. FRAMING CONDITIONS V' R 1 At •FASTENERS ARE INTO ADEQUATE WOOD FRAMING JI EERSS�'NGj'PLAWC . r4STENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN H ASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER EAD (SIDEWALK BOLT). U.O.N. 9. 10. 11. 12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHICH ARE REMOV SCREW. NUT OR WASHERED WINGNUT. FOR BUILD -OUT MOUNT SECTION@ ANCHOR 8 - 1/2" O.C. FOR BUILD -OUT MOUNT SECTION CI ANCHOR 6" O.C. ABLE BY REMOVING MACHINE SPACING SHALL NOT EXCEED SPACING SHALL NOT EXCEED PRODUCT REVISED as complying with the Floridz . Bniding Code Acccpteace No 0 Expiration Date D By Mi mi D..'' roduct Control Division 8 eswommor VJ. KNEZEVICH PROFESSIONAL INEER R timmr N4rPi'D0109a3 c 0 d l Ir, 2 2003 s • • 0 m 0 N m 0 C) 0 s co dar• 10/17/2002) seeds AI NOTEO deslgo Ey YAK Ot.wn Oy NCR (ct.cccc by ' YAK kir.rinq n.. 03 -814 sheet 7 of 7 Print Information: °ROJI.� M41•30 (LOCATION OPTION, -1 ,_I2' - '� •RC1. I II4 BACK '4 -29 x 3 (i • 5.5. STUD 0 7 E - G - i O.izS J � 1500' • TYP. MAX STORM PANEL 0.150 MM O STUDDED ANGLE 1315' 22ga: t =0229' r GALVANIZED - 1 L181 -1 I-1181' 0500' PANEL COVERAGE 14.438' PANEL LENGTH 1 e 0 0. GENERAL NOTES: 0125• TYP. -j 1315' r _ I I 100' MN. I 5000' MAX 8 BUILDOUT /CLOSURE ANGLE 1. THIS SHUTTER SYSTEM 14A5 BEEN DE5IGNED AND TESTED A5 A LARGE IlISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITI-1 THE FLORIDA BUILDING- CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC AIR PR AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE N ALLOWABLP STRESS 144.5 BEEN 115ED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 5. POSITIVE AND NEGATIVE PR TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITI -1 THE GOvERNLNG CODE. Wt-EN ASCE 1 -98 15 USED TO CALCULATE PRESSUR FOR USE WITH THIS PRODUCT, THE USE OF A DI FACTOR Kd =085 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED I-EIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTER ARCHITECT 5HALL•PRC7ARE SITE 5PECIFIC DOC/PENTS TO EE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADECIJACY.OF TI-E EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22go STEEL (GALVANIZED THICKNESS t =0 .025' MIN/ CONFORMING TO A5TM A653. STR;CTURAL QUALITY, GRADE 80. G50 GALV. COATING WITH A MIN. Fy •572 KSI, ALL EXTRUSIONS SNALL BE 6063 -T6 ALUI IENU ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM' p' ONE MARKING PER PANEL AS FOLLOWS: •• ••• • PRODUCT Y.ARI(ING (LOCATION OPTIONAL) 1 11. ALL BOLTS ( WA51-1ERS SHALL BE ZINC C& . C • • • GALVANIZED OR STAINLESS STEEL WITH A MINIM* TE*5ILE • • • • STRENG-T:4 CF 60 K51. • • • • • • • •• •• • • ••• • • • 'G' RILL BAOC 1312' r H.00' l 18ga TYP I 100' MIN. I 5.000• MAX O J -PAN CLOSURE •1 "I 0 FLORIDA STORM PANELS, INC. • OPA- LOCK FLORIDA • • • • A, • MIAMI -DAD_ COUNTY PROD. CONTROL APPRQr✓6D • b. STORM PANELS HAVE BEEN DESIC -rED AND TESTED TO THE MAXIMUM SPANS A1v7 LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING • • • Ti • CORPORATION (OTC), OF MIAMI, FL, TEST REPORT Ns. 02 -04b • • • • • • • • i0. TOP 1 'BOTTOM DETAILS SHOWN MAY 5i • • • • • INTE ED AS FIELD CONDITIONS DICTATE•. PANPL$ MAY• SE I HORIZONTALLY WHERE- APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. 1- 2.043' r -1815' 1 0 .015' ��- � I 1 0293' . 263' 1- 1.931' --•1 1.00' 0.093' 13 TOP 'H' TRACK I4 BOTTOM 'H' TRACK . -20 SS. SIDEWALK OR MAC UF•e BOLT N WASNERED W&NG -NUT • 24 OL. TYP. 18 GA. GALV. STEEL BENT PLATE (00418' B11. TWIG) OR 2'x2'x.125:' 8063 -T6 ALUM. ANGLE • ElUILV -VJT • DI5 ?ACE •EXI TMC Gla • HOLLOL • BLOCK OR MOOD FRAMING. ••• • • • • • • • • • •• ••• • (t = 0.0516• [ GALV STEEL. GRADE 50) 0 .093 0 .015 0.063 O CORNER CLOSURE DETAIL • • • I- 1.181' 'H' HEADER -I I 4' MAX 0750• - 2 2000'1 03- � r �2,5 FFF'''���331 =' MAX. 0 1 . 0.452' 1 03151 ;,315' -{ - I I r0.6SS' - 41 .11 I- o.89• t'- 1 I --1 � �� 0262' TYP Kt L p m eiz 0320' I `-0� r - 0.4,0' -I� 0.650' 0350' m' . 1 -0250• is,La 0085' F}T 0250' { III 0.565' 10 WASHERED WINGNUT IZAMAC 3 ALLOT) �2 .061' 0263' 1 L535' 0 „ i.l v cXISTNG WINDOW 0 .063' ALUM. ANGLE ® OR J -PAN CLOSURE PIECE Q9 (5EE DETAILS 480VE). LEG DIRECTION 1141 6E RE VERSE ^v FASTENER • !S' O.C. FOR DESIGN LOADS 1555 THAN OR EOJJAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACC.6TABLE ANCHOR). FOR DESIGN LOADS GRATER THAN BTps(, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS o 10' O.G. BUILD -OUT MOUNT CLOSURE DETAIL t�TS. O U' HEADER 9 e OVERLAP WALL BEYOND WINDOW DISTANCE GRATER THAN OR EC/JAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FSC SECT. 2413.13) 075' r MAX I m T 1.000' 1.000' t = 0.015' MIN II ) KEYHOLE WASHER GAL.,. STEEL GRADE 50 (USE IS OPTIONAL. RECIIREDD OLT FOR U5E VN1TN TRIES t1EAD ANONOR5 1 CALK -w r O BUILD -0:R 'F' TRACK IS TOP 'U' TRACK 80158' 80301' 025' ` MAX_ EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 0.150' F 0.125' 4.000' I 1.000 0125' O F' TRACK HEADER END CAP OW DEEP TYPICAL 0263' TYP 1000' L53` -- I 0.06 3' G 0263' 0.053' - I 1 0293' --a-- 1 1 5313' 0093. I6 BOTTOM 'U' TRACK 5 - 15TINCT CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -C � WALL MOUNT CLOSURE DETAIL ! N.T.S. EMBED TRAP MOUNT CLOSURE DETAIL N.T.S. • • ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG- DI MAY 6E REVERSED. 0500' OVERT AP MNIW0.)M FASTENER • I5' OC. FOR DESIC - LOADS LESS THAN OR EQUAL TO 8lpsr (SEE ANCHOR SCHEDULE FOR ANY ACC =PT ABLE ANCHOR). FOR DESIGN LOADS GREATER THAN Sipsl, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS o 10' 0C. UADTU UPC-FITTED (PERT.. TO PANEL SPAN) TOP MOUNT (CONN TTPE AS REOP) OPTIONAL t -20 STITCH BOLTS UATN WASHERED WWGNITS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE u SPAN TABLE) El �Oo T.i O <33i� 1000 o i 5It FLAN IAN tw u 0 0 R030* BOTTOM Molar (cO►N I l / \ 1 011 TYPE 45 REO'D) \ , \ RO. %0',�.- I . O TYPICAL MOUNT ELEVATION N.TS. TOP' 1100)41 (CONN TYPE AS I C1 D • 025' MAX EXISTINo- CONCRETE. HOLLOW BLOCK OR WO0.Z2 FRAMING TYP. SECTIQNs nay EE AT TOP • EOTTO'1 LAST FA1451 TYPicAL r PA•EL ABOVE BORE PANEL f OBSTR.ICTION O65TRJCTION- O 0315 PTT. EDGE 015T. =au BOTTOM j Z 11Q•-1 i o (CONK TYPE q U AS RED TOP MOUNT. 3Z (COW •TYPE OO AS 1Z0•0) x Et, _54E PANEL BELOW 1 O OB5TR)CTION BOTTOM MOUNT CONK / 1 "-TYP. PANEL OVERLAP TYPE AS R G�) OPTIONAL : -20 STITCH BOLTS WITH W451-ER WINC0ljT5 FASTENED • OvERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) © TYPICAL MCLNT ELEVATION AROUND OBSTRUCTION N.T.S. Approved es c(i »Plying with the Florida SIG' ' ing C ;. co c3 Re: 01 t Miami Dsdc Product Control FRANK L. BEN•IARD0, P.. 'P50046S45 c ci 1-' 01 el a IL i n X Q 0 t- u = Q co O Q Rl �0To 'lt 0 e U z z W W Z co j U- Z W z J u_ 3 3 W Rr v1510•5 DE SCRIPTION C JNTT COTTENTs T: OF 4 DATE V)G03 SC ALE: 3' _ • DRAU) 5Y: CL • E N • r Ee DUr= ': 02 -865 -111 I ' TR u -''--,, '1 °ROJI.� M41•30 (LOCATION OPTION, -1 ,_I2' - '� •RC1. I II4 BACK '4 -29 x 3 (i • 5.5. STUD 0 7 E - G - i O.izS J � 1500' • TYP. MAX STORM PANEL 0.150 MM O STUDDED ANGLE 1315' 22ga: t =0229' r GALVANIZED - 1 L181 -1 I-1181' 0500' PANEL COVERAGE 14.438' PANEL LENGTH 1 e 0 0. GENERAL NOTES: 0125• TYP. -j 1315' r _ I I 100' MN. I 5000' MAX 8 BUILDOUT /CLOSURE ANGLE 1. THIS SHUTTER SYSTEM 14A5 BEEN DE5IGNED AND TESTED A5 A LARGE IlISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITI-1 THE FLORIDA BUILDING- CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC AIR PR AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE N ALLOWABLP STRESS 144.5 BEEN 115ED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 5. POSITIVE AND NEGATIVE PR TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITI -1 THE GOvERNLNG CODE. Wt-EN ASCE 1 -98 15 USED TO CALCULATE PRESSUR FOR USE WITH THIS PRODUCT, THE USE OF A DI FACTOR Kd =085 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED I-EIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTER ARCHITECT 5HALL•PRC7ARE SITE 5PECIFIC DOC/PENTS TO EE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADECIJACY.OF TI-E EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22go STEEL (GALVANIZED THICKNESS t =0 .025' MIN/ CONFORMING TO A5TM A653. STR;CTURAL QUALITY, GRADE 80. G50 GALV. COATING WITH A MIN. Fy •572 KSI, ALL EXTRUSIONS SNALL BE 6063 -T6 ALUI IENU ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM' p' ONE MARKING PER PANEL AS FOLLOWS: •• ••• • PRODUCT Y.ARI(ING (LOCATION OPTIONAL) 1 11. ALL BOLTS ( WA51-1ERS SHALL BE ZINC C& . C • • • GALVANIZED OR STAINLESS STEEL WITH A MINIM* TE*5ILE • • • • STRENG-T:4 CF 60 K51. • • • • • • • •• •• • • ••• • • • 'G' RILL BAOC 1312' r H.00' l 18ga TYP I 100' MIN. I 5.000• MAX O J -PAN CLOSURE •1 "I 0 FLORIDA STORM PANELS, INC. • OPA- LOCK FLORIDA • • • • A, • MIAMI -DAD_ COUNTY PROD. CONTROL APPRQr✓6D • b. STORM PANELS HAVE BEEN DESIC -rED AND TESTED TO THE MAXIMUM SPANS A1v7 LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING • • • Ti • CORPORATION (OTC), OF MIAMI, FL, TEST REPORT Ns. 02 -04b • • • • • • • • i0. TOP 1 'BOTTOM DETAILS SHOWN MAY 5i • • • • • INTE ED AS FIELD CONDITIONS DICTATE•. PANPL$ MAY• SE I HORIZONTALLY WHERE- APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. 1- 2.043' r -1815' 1 0 .015' ��- � I 1 0293' . 263' 1- 1.931' --•1 1.00' 0.093' 13 TOP 'H' TRACK I4 BOTTOM 'H' TRACK . -20 SS. SIDEWALK OR MAC UF•e BOLT N WASNERED W&NG -NUT • 24 OL. TYP. 18 GA. GALV. STEEL BENT PLATE (00418' B11. TWIG) OR 2'x2'x.125:' 8063 -T6 ALUM. ANGLE • ElUILV -VJT • DI5 ?ACE •EXI TMC Gla • HOLLOL • BLOCK OR MOOD FRAMING. ••• • • • • • • • • • •• ••• • (t = 0.0516• [ GALV STEEL. GRADE 50) 0 .093 0 .015 0.063 O CORNER CLOSURE DETAIL • • • I- 1.181' 'H' HEADER -I I 4' MAX 0750• - 2 2000'1 03- � r �2,5 FFF'''���331 =' MAX. 0 1 . 0.452' 1 03151 ;,315' -{ - I I r0.6SS' - 41 .11 I- o.89• t'- 1 I --1 � �� 0262' TYP Kt L p m eiz 0320' I `-0� r - 0.4,0' -I� 0.650' 0350' m' . 1 -0250• is,La 0085' F}T 0250' { III 0.565' 10 WASHERED WINGNUT IZAMAC 3 ALLOT) �2 .061' 0263' 1 L535' 0 „ i.l v cXISTNG WINDOW 0 .063' ALUM. ANGLE ® OR J -PAN CLOSURE PIECE Q9 (5EE DETAILS 480VE). LEG DIRECTION 1141 6E RE VERSE ^v FASTENER • !S' O.C. FOR DESIGN LOADS 1555 THAN OR EOJJAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACC.6TABLE ANCHOR). FOR DESIGN LOADS GRATER THAN BTps(, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS o 10' O.G. BUILD -OUT MOUNT CLOSURE DETAIL t�TS. O U' HEADER 9 e OVERLAP WALL BEYOND WINDOW DISTANCE GRATER THAN OR EC/JAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FSC SECT. 2413.13) 075' r MAX I m T 1.000' 1.000' t = 0.015' MIN II ) KEYHOLE WASHER GAL.,. STEEL GRADE 50 (USE IS OPTIONAL. RECIIREDD OLT FOR U5E VN1TN TRIES t1EAD ANONOR5 1 CALK -w r O BUILD -0:R 'F' TRACK IS TOP 'U' TRACK 80158' 80301' 025' ` MAX_ EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 0.150' F 0.125' 4.000' I 1.000 0125' O F' TRACK HEADER END CAP OW DEEP TYPICAL 0263' TYP 1000' L53` -- I 0.06 3' G 0263' 0.053' - I 1 0293' --a-- 1 1 5313' 0093. I6 BOTTOM 'U' TRACK 5 - 15TINCT CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -C � WALL MOUNT CLOSURE DETAIL ! N.T.S. EMBED TRAP MOUNT CLOSURE DETAIL N.T.S. • • ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG- DI MAY 6E REVERSED. 0500' OVERT AP MNIW0.)M FASTENER • I5' OC. FOR DESIC - LOADS LESS THAN OR EQUAL TO 8lpsr (SEE ANCHOR SCHEDULE FOR ANY ACC =PT ABLE ANCHOR). FOR DESIGN LOADS GREATER THAN Sipsl, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS o 10' 0C. UADTU UPC-FITTED (PERT.. TO PANEL SPAN) TOP MOUNT (CONN TTPE AS REOP) OPTIONAL t -20 STITCH BOLTS UATN WASHERED WWGNITS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE u SPAN TABLE) El �Oo T.i O <33i� 1000 o i 5It FLAN IAN tw u 0 0 R030* BOTTOM Molar (cO►N I l / \ 1 011 TYPE 45 REO'D) \ , \ RO. %0',�.- I . O TYPICAL MOUNT ELEVATION N.TS. TOP' 1100)41 (CONN TYPE AS I C1 D • 025' MAX EXISTINo- CONCRETE. HOLLOW BLOCK OR WO0.Z2 FRAMING TYP. SECTIQNs nay EE AT TOP • EOTTO'1 LAST FA1451 TYPicAL r PA•EL ABOVE BORE PANEL f OBSTR.ICTION O65TRJCTION- O 0315 PTT. EDGE 015T. =au BOTTOM j Z 11Q•-1 i o (CONK TYPE q U AS RED TOP MOUNT. 3Z (COW •TYPE OO AS 1Z0•0) x Et, _54E PANEL BELOW 1 O OB5TR)CTION BOTTOM MOUNT CONK / 1 "-TYP. PANEL OVERLAP TYPE AS R G�) OPTIONAL : -20 STITCH BOLTS WITH W451-ER WINC0ljT5 FASTENED • OvERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) © TYPICAL MCLNT ELEVATION AROUND OBSTRUCTION N.T.S. Approved es c(i »Plying with the Florida SIG' ' ing C ;. co c3 Re: 01 t Miami Dsdc Product Control FRANK L. BEN•IARD0, P.. 'P50046S45 c ci 1-' 01 el a IL i n X Q 0 t- u = Q co O Q Rl �0To 'lt 0 e U z z W W Z co j U- Z W z J u_ 3 3 W Rr v1510•5 DE SCRIPTION C JNTT COTTENTs T: OF 4 DATE V)G03 SC ALE: 3' _ • DRAU) 5Y: CL • E N • r Ee DUr= ': 02 -865 -111 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' f. in bb Cokr =b In C., b tavIN b`vb b b b b to o> Zn to to to to F- F- F- F- is to ti) ;r;r sr 1- lb co in is co b 2.75" 1.22" 30 2.75" 1.94" 9'- 9" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 226" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" . 2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (Pst) No Stitch Bolts 1 -mAx eft) Stitch Bolts At Midspan L MAx (ft) f. in bb Cokr =b In C., b tavIN b`vb b b b b to o> Zn to to to to F- F- F- F- is to ti) ;r;r sr 1- 10' - 7" 10' -5" 10' - 0" 9'- 9" 9' - 8" 9'- 5" 9'- 3" 9' - 2" 8'. - 11" 8' - 10" 8'- 9" 8'- 3" T - 8" T - 6" T - 2" 6'- 9" 6' -0" 5' -4" 4' - 10" 4' -6" 4' - 1" RE VISIONS DESCRIPTION DATE COUNTY cor+ In.403 SCALE: -' DRAWN &Y GL • r P(tIN DATE: 11 /b/9� - DUG 02- 868 -11 f EXISTING GLAZIPG EXISTING CONC HOLLOW SLOCK OR WOOD FRAMING-. (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) ErISED W 0 CI CONNECTION TYF ANCHORS TO BE AT 125' OR 62S' O.C. (REFERENCE ANCHOR SCHEDULE 73 FOR .MAX. SPACING). USE R= t1QVA8LE ANCHORS ONLY EDGE J D I5T. ExISTNG GLAZFO READ SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAIING. SEE ANCHOR SC --ED. BASED ON TY OF STRUCTURE REO'D SEPARATION FROM GLA55 (REF. TABLE T2) G3 CONNECTION TYPE REFE ANCHOR SCHEDULE 73 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS TIE OPENING EO EO 0.500' '14 TEK SCREW OR . -20 MACHINE SG2FW . NIT • I6' OL. (TYP ALL 5M. CONI ECTIONS 0500• C2 CONNECTION TYPE RZEFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING O BUILD - OUT MOUNT SECTION KTS. • • • • 1 Ow E 025' 1/4 -20 X MACHINE SCTZW o . 125 . OG. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 5`E ANCHOR SCI-ED. BASED CN TYPE OF STRUCTUR • • ••• • • • • • • • .• • • •• • • •• • • • • • • • • 17 20 Sit•.• 5 I IAGHIIIE REU D .5 Oz. • • • C7 CONNECTION T - n R ANCHOR .AGYEQULE Ti FGR • • • • M1e.X. S • • • • TRACK/DIRECT NOUN' SECTION • • • •. • • KT.. ••• • • • ••• OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) • • • • • • • • • •• •• • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING • • • • • • • • • EMBED. EXISTING CONCRETE. HOLLOW EsLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.. BASED ON TYPE OF STRUCTURE. EMBED W tji W 0 EXISTING GLAZING w F SEPARATION FROM GLASS (REF. TABLE TI) EMBED. O WALL MOUNT SECTION K.T.S. x 3 4• 6.5. /1 - MACHINE SCREWS Y' • 125' CC. I LEG DIR. MAY BE' RE VERSED 025' AX EXISTIN[ CGNCI I-E. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SO-ED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING- r 0500' J w W J 0_ a O w � J w w N si Z J 0. 025' MAX. O CEIL ING/FLOOR MOUNT SECTION KTS. 0250' 025* % X 3 4' 5.5. MAC'4NE SCREW W/ WNGWT •125' O.C. CONNECTION TYP REFERENCE Al'K2 - I R SCHEDU -' E 73 FOR MAX SPACING u COA145CTII1N TYPE R ANCHOR SCHEDULE T3 FOR MAX SPACING tvi K . . 8 �st .a. C ...azZErc � 7. • c C01 1 5CTION TYPe REFER ANCIbR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABL` SPAN SCHEDULE NOTES: TABLE T2 NOTES: L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETER'IIN` MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING- R'O'D SEPARATION FROM GLASS (REF. TABLE T2) O K TRJ5S MOUNT SECTION KTS. EXISTING WOOD TRUSSES • 24' OL. MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOOD F5AMIIN G-. SEE ANCHOR 5CHED. BASED ON TYPE CF STRUCTURE. EXISTING GLAZING O OFFSET WALL MOUNT SECTION KTS. MINIMUM SEPARATION FROM CLASS SCHEDULE I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETEM1INE MINIT ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 R FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION SETUF_EN LOADS 15 ACCEPTABLE. OTI -IER J15E USE NEXT HIG -HER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO SOTTCY/ TRJSS CHORDS W/ (3)'4'x2' EMBED LAG SCREWS • EACH TR)55 (24' OC. MAX) 4'x1/2'x0J' 418' MIN STEEL TUBE •U' R -EADER TO ROLLED STEEL TUBE W/ CENTER LAG (.45 DESCRIBED A.°,OVE) o TRJ55E5 4 "14 5115 TO PLATE a G' O.C. BETWEEN TRUSSES Lenox = 8' -0' (MAX SPAN) MAX DESIGN LOAD -60 ps( ALUM OR GALV STEEL SPACER. AS 0D. EXTERICR WALL FINI5.4, PROTRUDING FROM MOUNTING SUI ACE CI CONNECTION TYPE ANCHORS 10 BE AT 175' OR 625' 0L. (RcFERE ANCHOR SCE- IEDULE T3 FOR MAX. 5P4CING). 055 REMOVABLE ANCHORS Q-E.Y St -MEET: 2 of 4 • PENETRATION OR EMBED. EXISTING • CCNC1 -1E. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRJCTUF O WALL MOUNT SECTION a ALL naxr TRACKS. JUTS. EXISTING GLAZING 4 O co r •Ta caaaetTas�l'.• II REO'D GLASS SEP. DI5T. (SEE TABLE T-1 FOR MINIMUM) GLAZING EXISTING CONCFZ.TE. HOLLOW BLOCK OR WOG° FRAMING- SEE ANCHOR SCHED. BASED ON TYPE OF 5Ti31CTUF. 1369' EG'D GLASS 5EP. DI5T. (SEE TABLE T2 FOR MINIMUM) 136°5' � LEG MAY BE BENT TO 30dey MAX 1365' Ca CONN TYPE RE . ANCHOR SCHEO. 14 FOR MAX. SPACING Cl CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING_ 5EE ANCHOR SCHED. BASED 04 TYPE OF STRUCTURE. CS C0NECTION TYPE REFERENCE ANCHOR 5C- E:DULE T4 FOR MAX SPACING 0500' 0500' sQ C6 CONNECTION TYPE FFERENCE " ANCHOR SCHEDULE 14 FOR MAX. SPACING. • • • • • �• • UEG MAY $E S • NT • • m� �T�•� • • • •�'Ye�i ' iT'"' • • • • 1 • • • • • • • 1 • • ••• • •.. • • • • • • • • • • • • • • O O I MOUNT SECTION • • • • • • • • • • • • • • • • • • • TRAP rlpcs TRACKS 0 A.C. --LE. KTS. • • • • • • • • • • • • ••• • • • ••• • • OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. w O � TIT • to •• • • • • • • • •• O CEILING/FLOOR MOUNT SECTION TRAP noun TRAOG. N.T.S. PENETRATION OR EMBED REO D GLA55 SEP. DI5T. (SEE TABLE T2 FOR MINIMUM) EXISTING COI.'GR HOLLOW BLOCK OR WOOD FRAMING.. SEE ANCHOR 50450. BASED ON rP1= OF STRUCTURE DI WALL MCUNT SECTION eOTTOI DIRECT. WALL r1C:NT (RET. DETAIL S' ; N. cl CONNECTION TYPE •1- F`RENCE ANCHOR SCHEDULE T4 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING- SEE ANCHOR 50HED. BASED ON TYPE OF STRUCTURE. P EXISTING GLAZING C5 CONNECTION rPE RE -RIENCE ANCHOR SCHEDULE 74 FOR MAX SPACING 0500' Q o Xp 4 4 E O o -1 Z .0 x W J p X Q I E OPTION A: (3)'.' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO PANELMATES ( (I) POURERS CALK -IN. ALTERNATIV LY. USE (3) PANELMATES AND NOTCH BOTTOM COR4ERS Or LAST PANEL TO FIT OVER INNERMOST ANCHORS. O HEADER TRACK ISOMETRIC O TOP TRACK KLTS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I)-HEADER END CAP • END W/ (2) .14 5115 TO TRACK 1'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON-STRUCTURAL. ' SEE DETAIL TO LE? 1) LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL ADJACENT OVERLAP PANEL 1 V I 6' MAX TYPICAL IIt 1_6' MAX TYPICAL (2) 1 4 -20 S.S. 1 STITCH BOLTS W/ WINGNUTS EACH - SIDE OF .LAST PANEL I ADJACENT PANEL TYP 125' COVERAGE 'H'- HEAD =R c TOP. PER DETAIL 'P' . OPT A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WNGNUT O DIRECT WALL MOUNT EXTERIOR ELEvAT1ON B.":TO"1 Ol C1 WALL M0.NT (1�c, 0ETA3L O SILL TRACK ISOMETRIC BOTTOM T5.Aa(. KTS. Approved as co v.-ith (:z Florida Dc Date Al 2.3 too NOAH n4.— 1 o• c�2 Miami D+idc Product Control - Division OPTION B: (2)'.'.ELCO PANEL MATES AT BOTTOM CF ADJACENT PANELS O.=T. 6: (1) 1 4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RECD) (1) 1' x2'x0.092' ANGLE • END W1 (2) 94 Sr* TO TRACK TOP •H•-TRACK OR TOP 'U' -TRACK (FASTEN TO STRJCTUR5 PER SECTIONS TO LEFT) BOTTOM 'H' TRACK. OR E30TTOM v' TRACK. (FASTEN TO STRUCTURE PER DETAILS M. N '0 TO LEFT) pW Q Z Z Z W.. W ,n mz Q Z Q u cn n - (n QT %.1 ; E LL 1 w Z x A 0 0 E- = co 04 67 z0in :47 0: 0 Z- ift(0 "L N Nt O O. 1 cau.*Y REVISIONS DESCRIPTION DATE CO -¢.RS v7107 CAL DRAWN CL . E • O V � � z Z _ w . Z W W Z t0 J • LL Z .� z w o J I w. F' (UN.O.) 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STUD 1 E G .1 0125'0 1 1500' I__ TYP. -I MAX 0 STUDDED ANGLE 1315' 22ga: t =0229' 1319 PRODUCT MARKING 1 GALVANIZED (LOCATION OPTIONAL) � k ROLL BACK O STORM PANEL r MIN 0.150' 0125' TYP. 1 100' MIN. 5200' MAX O BUILDOUT /CLOSURE ANGLE • •• • • • • • •••••• •••• • • •• • •••• • • . • •••••• • • • • • GEN PAL NQTFS: • • • • • I ! T1415 *NUTTER SYSTEM I-IA5 BEEN DESIGNED AND ••TEfjED M1S5111.1 PROTECTIVE SYSTEM IN • UCCORDANCE tiRTta 114E Ft.QfilA•BUILDING CODE 2001 AND • • r � ' A6TOCOL91kS 201 FOR l MISSILE IMPACT, TAS 202 • FOri UNIFOI' 1. AIR SURE AND TAS 203 FOR • • • t.1'� LIC WIND LOADING. • • • • • • • • • • • 2. NO 3i.3 % 1NCRE45E 1P ALLOWABLE STRESS 1-145 BEEN • USED IN TSIE pEyGN OF life P aHOR SPACING TABLES • •• • • • • • • • 3. POS�T•V AND NESA71VE'TDESIGN PR TO BE USED WITIq TNESs DRAWINL-5 54411ILL BE DETERMINED BY OTHERS 014 SPECIFIC BASIS IN ACCORDANCE WITH THE GOv_RNI,NG CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PNCE55LNRE5 FOR USE U. TF1 THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR KcI•085 15 ALLOWED. 4. THE SHUTTER 575TEM DETAILED HER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTE ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO SE USED IN CONJUNCTION WITH 11-115 DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADECJJACY.OF THE EXISTING STRJCTUR= TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL SE 229a STEEL (GALVANIZED THICKNESS t.0 .079' MIN) CONFORMING- TO ASTM 4653, STRUCTURAL QUALITY, GRADE 80, G90 GALV. COATING WITH A MIN. Fy.92A KSI. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MiNIMUM'0 ONE MARKING PER PANEL 45 FOLLOWS: FLORIDA STORM PANELS, INC. OP4- LOCKA. FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APFRe OvED 8. 5TO1Z1 PANELS HAVE SEEN DESIGNED AND TESTED TO THE MAXIML?1 SPANS AND LOADS SI4CUN ON THESE DRAWINGS. REFERENCE CONSTRUCTION T =_STING CORPORATION (CTC), OF MIAMI. FL, TEST REPORT No. 07 -041. • 10. TOP • SOTTO'* DETAILS SHO3N MAY BE INT =RC::AN:ED 45 FIELD CONDITIONS DICTATE. PANELS MAT BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 1J HEADERS. 11. ALL BOLTS ( WASHERS SHALL EE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH CF 6E K51. - 1312' r 120', TT 18ga TYP T (t • 0.0516 0 L . I I00' MIN. I 5 .000' MAX. O J -PAN CLOSU '4 -20 5S. SIDEWALK OR MACHINE BOLT 4 WASHERED WINO- TUT • 24' OC. TYP. 18 GA GALV. STEEL BENT PLATE (0.0418' BM. TI-K.) OR 2'10%025' 6063 -16 ALUM. ANGLE BUILD -OJT DISTANCE EXISTING CONCRE HOLLOW BLOCK OR FRAMING. GALV STEEL. GRADE 50) r- 2062' 0262' I- 0250' ti HEADER l• 350 0250 x 0.050 1 1 � + 0285' J -H + 0 250' 0.565' 10 WASHERED WINGNUT (ZAt1AC 3 ALLOY) `-2.061'q 0.063' -- 0263' 1 1.935' 0 U L 0293' 1.00' J --14•- 2 093' 14 BOTTOM 'H' TRACK 4' MAX / )-EXISTING WINDOW O CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EOJAL TO 13 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS A5OVE). LEG DIRECTION MAY BE REVERSE: FASTENER • 15' O.C. FOR DESIGN LOADS LESS THAN OR EOJAL TO blpsf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR EATER THAN 1 81psr. USE ALLLM ANGLE CLOSURE 1 PIECE ONLY WITH ANCHORS • 10' O.C. O SUIL D -OUT MOJNT CLOSURE DETAIL c N.T.S. HEADER 0.125' 025' - I rMAX 2.00' MIN. 49' 01063' 5313' w m E 1000' 1- T II KEYHOLE WASHER o•wv. STEEL GRADE 50 (USE 15 OPTIONAL. REGIREDD ONLY FOR U5E WTI( TRUSS READ ANCRORS • CALK - IN) ( TOP 'U' TRACK 025' F MAX. <7 `3315• MAX- I 0315' 0:,89' 0090' 1� TYP 0320' 0.410' 0.650' O BUILD -O IT 'F' TRACK r 0.°093' w,l EXIST. CONE, HOLLOW BLOCK OR WOOD FRAMING. FRANK L. SENNARDO, PE. •PE0046S49 w Q p w Q � Z Z z w vT mz Z � Q Z nn// O • 1 Q I c(1 Z IL i n Z X X0 4 co 0 _u 0 0° 0 l7 Z Z w ILI 111 Z W Z w m - 6 J Z 0 m o J u )L _J a Q 9 w REVISIONS D /PTIO N CORKY CTTTLNTS GATE V)/03 SCAL 3 . I' DRAWN 5Y: CL GH�C - KaD 7 1 : FLE !- RUNT :..::TE: 11/18/07 DUY; 02- 868 -I1 1 OF 4 0.150' 0.063' 0.191' O F' TRACK 4.000' 1.000" 0125' I +T fa 0.063' TYP 12 HEADER END CAP 1.150' DEEP TYPICAI. r 1.931'- 1 0215' r F0.6 0.452' 55' T J 7 x 0125' J �Y-.--; 1 0093'- -lI- -- } 1 5313' L 0093' 16 BOTTOM 'U' TRACK 025' MAX v:ISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING • O WALL MOUNT CLOSURE DETAIL N.T5. 0500' OVERLAP MINIMUM EM TRAP MOUNT CLOSURE DETAIL NT5 ALUM. ANGLE ® OR J - PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. FASTENER • 15' O.C. FOR DESIGN LOADS LESS THAN OR ECUAL TO Elpsr (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE --7 ANCHOR). FOR D ESIGN LOADS GREATER OO' THAN Sips(. USE ALUn ANGLE CLOSURE PIECE ONLY WITH ANCHORS • I0' O.C. WIOTN UNL••IITED (PERp. TO PANEL SPAN) TOP MOUNT (CONK TYPE AS REDID/ OPTIONAL '4 -20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE SPAN APPROP TABLE) RI ' ' PLAN NEW R03R• ROi50•, BOTTOM MOUNT (CANN TYPE AS REOD) ® TYPICAL MOUNT ELEVATION NS . TOP MOUNT (COMA TYPE AS I D) TYP. SECTIO•5 MAT pE AT TOP • aorta-o EXI STING CONCRETE. HOLLOW BLOCK OR U100� FRAMING MAX 025' LAST PMIE_' T PANEL ABOVE BEFORE PANEL OBSTRUCTION OBSTRUCTION-, OVERLAP TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION © *OZ. 0315' MIN EDGE DIST. BOTTOM MOUNT CA•A / ` N.-T7P PANEL OVERLAP TYPE AS SOD' L OPTIONAL . -20 STITCH BOLTS WITH WAS/ -ED WINGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPR,ATE SPAN TABLE) Approved as cow plying with the Florida Su' Nag C c o c3 Dst^ 01 2 Miami Pride Product Contr•Ot Ditisio ' / Ey s ' ✓ _ Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' I s f, bbCo`v :2 to iv: -bio %t b `v�io� - b b b Zn b 3) to to 8o bo h F. is t0 in 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 129" 40 8' - 8" 2.75" 226" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (Psf) No Stitch Bolts L, (ft) Stitch Bolts At Midspan LMAx (ft) I s f, bbCo`v :2 to iv: -bio %t b `v�io� - b b b Zn b 3) to to 8o bo h F. is t0 in 10' - 7" 10' -5" 10' - 0" 9' - 9" 9'- 8" 9' - 5" 9' - 3" 9'- 2" 8'- 11" 8' - 10" 8 8' - 9" 8' - 3" T - 8" T - 6" 7 - 2" 6'- 9" 6' -0" 5' - 4" 4'- 10" 4'- 6" 4' - 1" W - ct pw W IY Z Z Z m Z 1 J V Z � Q Z (go E 0 Q kl Z Z w z W Z W Z m ■„ J W z i1 Q _J u. 3 Q • E Z ILI J Z Z > cfl LL U F O 4 I (NI 0_ 0 0 LL RE VISIONS DESCRI =TIONI DATE COIN' CQTfE•: 1/2.03 SCALE: DRAWN =Y: CL GN�C.K =1i �Y: FLT Pfa'1N, .)AVE: II 6/02 DUIG P 868 - 111 J • • •S..• • • 00000 • •••.. tra EX19Rw. ••••• CONCITE, VOLLOW BLOCK • • •••• ORS • • %RAMINGYSEE • • • • • ANCI4017 • 'SCHEDULE J3 • • • N EASED O TYPE G� STRUCTURE' • • • • •• • • •••• EXISTING GLAZING •••• •••• EMBED c3 CONNECTION TYPE REFE2ENCE ANCHOR SCHEDULE T3 FOR MAX SPACING - SHORT LEG MAY BE REVERSED TOWARDS TWE OPE=NING 0500' =14 TEK SCREW OR 1 4-20 MACHINE 5C1EW 1 Nan • I6' OL. (TYP ALL 5M. C0' CT1c 4S EO EO } 025' • •• •. CI CONNECTION TYRE ANCHORS TO EE AT 125' OR 6.25' 0.C. (REFERENCE_ ANCHOR SCHEDULE 13 FOR MAX SPACING). USE R ANC1-10R5 ONLY EDGE DIST. EXISTING GLAZIn REQ'D SEPARATION FROM GLASS EXISTING CONCRTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. EASED ON TYPE OF STRJCTUrc - „ REQ'D SEPARATION FROM 0LA55 (REF. TABLE T2) • (REF. TABLE 72) 0.500' g2 CONNECTION TYPg R ANCHOR SCHEDULE 13 FOR MAX SPACING • (�G ••aliiLD - OUT MOUNT SECTION • i•'.rvi. • •• • • • • • i TRACK/DIRECT MOUNT SECTION NTS. 1/4-70 X 3' S.S. MACHINE SCREW • 125' 0.0. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OF STRUCTUR. ',. 70 x 3 4 . 5.5. MACHINE SCREWS • 12.5' G.C. 2 CONNECTION TYPE REFERENCE ANC' -FOR SCHEDULE 73 FOR MAX. SPACING 02 CONNECTION TYPE REFER ANCHOR SCWEDULE 13 FOR MAX. SPACING STUD ANGLE DIRECTION MAY BE REVERSED. AS SHORN S,2 CONNECTION TYPE REFENCE ANCHOR 5C1 -EDULE T3 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5C:HED. BASED ON TYPE OF STRUCTURE EMBED w Q w EMBED. EXISTING GLAZING w EMBED. O WALL MOUNT N OUNT SECTIO KTS. EXISTING CONCRETE. HOLLOI) eLOCK OR WOOD FRAMING, SEE ANCHOR SCHED.. BASED ON TYPE OF STRUCTUR DcT A / A , V. Ad li 1 025' OAX J W W J RECD SEPARATION 1 i Q E XISTING r'-- FROM GL A55 I--- .- ' GLAZING (REF. TABLE 72) i O F J iii a X L ;. E V 0.25' MAY EG BE DIR J 4) REVERSED� R I ; MAX. 1 v. -20 X '4 ' " • �r -r MACH SCREWS i • 125' G.C. 1 O CEIL INGrLOOFC MOUNT SECTION N75. EXISTING CCNCF TE, FLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 501.1° -D. BASED ON TYPE OF STRICTURE. C3 CONNECTION TYF ` REFERENCE ANCHOR SCHEDULE 73 FOR MAX. SPACING r 0500' 0250' r 025 '4 -2¢' X'.' 5.5. MACHINE SCREW W) WINGNUT •125 oz. CONNECTION T'!PE REFERENCE ANC1 -12R SCHEDULE 73 FOR MAX. SPACING C.4 CQ- NEE.CTION TYPE RE FERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING Y cA CONN =CTIQJ 1 -' REFERENCE ANCHOR SCHEDULE T3 FOR MAX. 5PAC MG MAXIMUM ALLOWABLE SPAN SCHEDULE SPAN SCHEDULE NOTES: 1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 16 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING. GLAZING RECD SEPARATION FROM GLASS (REF. TABLE 72) O SECTION TRU55 MOUNT SECTION KT S. EXISTING WOOD TRUSSES • 24 OC. MAX. EXISTING. CONCRETE. HOLLOW BLOCK OR WOOD FRAMING:. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING O OFFSET WALL MOf.NT SECTION M.TS MINIMUM SE PARAT I ON T2 TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, GTR- 4ERJ)ISE USE NEXT 141G1-IER LOAD. EXTERIOR WALL FINI51. STEEL TUBE 70 EOTTaI TRUSS CHORDS W/ (3) ' EMBED LAG SCREWS • EACH TIy:55 (24 OL. MAX) 4'x'i2'x0'J' 418' MIN STEEL TUBE HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (A5 DESCRIBED ASOvE) • TRUSSES 4 •14 5/1.5 TO PLATE f 6' O.C. BETWEEN TRUSSES Llrax 8' -0' (MAX SPAN) MAX DESIGN LOAD = 1'60 psl EMBED ALUM OR G=.LV STEEL SPACER. AS RECD. CI CONNECTION TYPE ANCHORS TO 5E AT 125' OR 625' 0L. (RE- FENCE Z ANCHOR SCHEDULE 73 FOR MAX. SPACING). USE N J REMOVABLE ANCHORS ONLY 1D W - x E E<TERICR WALL FINIS, PROTRUDING FROM MOUNTING SURFACE ShiEET: 2 of 4 • • • oo • • •• , al 0 W D E4T • • CONCVVIN i • • • ¶ LLOW BLOCK OR • ANC R O Md�s. SEE HOR �y1ETj! • • BASED ON TJPE ••••• O 5 • TRaCTUI • •••• • •••• • ••• • •• •••• • • • • • • • • • EXISTING. COr TE. HOLLOW BLOCK OR WOCA FRAMING, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUI. ExISTIN GLAZING PENETRATION OR EMBED r r a , ...,.... REQ'D GLASS SEP. DIST. (SEE TABLE z GLAZING T2 FOR MINIMUM) CL 0 — — w J 0 N 0 Q Dan • • • • •••• • • ••• • •• /:C'WALL MOUKi bieTION 1 WALL r,ou 41 . jtTS. •••• • • • • •••••• •• • 1365' C8 CO NN TYPE REF. ANCHOR SCI.IED. T4 FOR MAX. SPACING RECD GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) G1 CONN TYPE REF. ANCHOR SCHED. TA FOR MAX SPACING 1.365' HEADER/SILL MOILNT SECTION TRAP 110W7 TRACKS pt.: ANGLE. N1$. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0500' 0500' CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAx. SPACING. LEG MAY BE BENT TO 30deo MAX LEG MAY BE SENT TO 30oeo MAX EXISTING GLAZING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. ) rad E•' A DI 0.50' MAX REQ'D GLASS -SEP. DIST. (SEE TABLE T2 FOR MINIt'IUM) 0.50' MAX 6 W m W 4 O EDGE/ DIST. O CEILING/FLOOR MOUNT SECTION TRAP PTOSNT TRACKS. PITS. t? CLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONGR =TE. W - HOLLOW BLOCK al in OR WOOD O - FRAMING. SEE W ANCHOR SCHED. EASED ON TYPE 1 OF STRUCTURE e E Cl CONNECTION TYPE 1F`RENCE ANC5IOR SCHEDULE T4 FOR MAx. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING-. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. •1,sAnsx'aaa,u'Taii1 •,, PENETRATION OR EMBED. EXISTING GLAZING t e DIRECT WALL MOUNT SECTION eorpra DIFcECT w4LL I'TC.rr (,& DETAIL •S),N1 C5 CONNECTION TYPE RE _RENCE ANCHOR SCHEDULE T4 FOR MAX SPACING i 0500' p CONNECTION TYP{4 REFEI NCE ANCHOR SCHEDULE T4 FOR MAX SPACING 1.00' r MAX (I) HEADER END CAP • END W/ (2) '14 51.5 TO TRACK 0.1815' 1 0125' II � �I PANEL a BOTTOM W/ (2) ELCO PANELMATES 4 (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK 085• --lj 0 0 OPTIONAL PLASTIC KNOB Tdt ,•E ONLY .m NSCE NOW. PAWLS, O Q HEADER TRACK ISOMETRIC TOP TRACK. N.T.S. 1'x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS ADJACENT PANEL TYP 125' COVERAGE - HE c TOP, PER DETAIL 'P''. O OPTION A: (3)'.' I V ELCO PANELMATES BOTTOM OF 1 E I'� FICAL MAX ADJACENT PANEL {- -M 1 I 6' MAX TYPICAL FASTEN EACH PANEL ADJACENT TO LAST OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT C O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM wALL MKANT (RF. DETAIL 1P'1, K1.5. TYPICAL OVERLAP (2) -20 S.S. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL (I) 1'x2'x0A52' ANGLE • END W/ (2) 94 5(15 TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON- STRUCTURAL, SEE DETAIL TO LEFT) ) O SILL TRACK ISOMETRIC BOTTOM TRACK. N.T$. LAST PANEL MOUNTED FROM INSIDE OF BLDG ADJACENT PANEL BOTTOM •H TRACK OR BOTTOM )' TRACK (FASTEN TO STRUCTURE PER DETAILS M N 1 0 TO LEFT) Approved as copying rhh the Florida S Date f") 22 003 NOAlt ! ! .o • 0 Mfaa:i Dade Product Control p D�ivfsfoe I /11 OPTION 5: (2)'4• ELCO PANELMATES AT BOTTOM OF ADJACENT FANEL OPT. 5: (1) -20 POWERS CALK -IN. CLOSEST TO LAST PANEL (NO NCTCH RECD) ` AN ; ' ! " 3 FRANC L. BE • .. -... P=. PE004654S w W Q Z Z Z CB z L Z Z EY0 REVISIONS DESCRIPTION CCURTY C007TE T5 ( '. Kt oT:r F • • c: /18/07 DUr- '. 02 861 -II: DATE SCALE: I ' /UN.O. DRAWN ..Y: CL SHEET: 3 0= 4 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 82" 7.1" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5' 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7 /8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL- POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib)= 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 . - 6.7" 4.8" 4.4" . 3.2" _ Vcap (Ib) = 198.50 72 6.1" 4.3" _ 4.4" 3.2" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.5" EDGE DISTANCE 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" 15.5" 13.4" 11.0" 9.7" 9.7" %% 1 HOLLOW.CONC B 1/4 "x7/8" EMBED CONN TYPE 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID-SET 16.0" 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 12.5" 16.0" 8.0" 10.3" 65 10.5" 16.0" 4.4" 15.9" Vcap (lb) = 249 Vcap (lb) = 475.00 130 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED 12.5" 16.0" 15.2" 15.0" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 0 45 16.0" 16.0" 4.8" 12.6" Tcap (Ib)= 428 72 * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 12.5" 16.0" 7.1" 9.2" 65 6.0" 13.7" '% : 9.1" Vcap (Ib) = 233.50 ELCO PANELMATE 49 72 4.7 " 12.4" - % %,, 9.1" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4 2.5" EDGE DISTANCE •-: U •iQna1S '1SIX3 SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft co R ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE w y (psf) . C1 C2 C3 C4 C1 C2 C3 C4 Cl C2 C3 C4 16.0" 1/4" x 1 -3/4 EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" 16.0" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" 55 (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (ib) = 483.00 Tcap (Ib) = 483.00 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 16.0" Vcap (lb) = 475.00 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" w 1/4 "x7 /8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" w ALL- POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" 0 LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Z Tcap (Ib)= 428 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 71 " 9.2" 12.5" 16.0" 7.1" 9.2" Oo Vcap (lb) = 429 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7:1" 9.2" 12.5" 16.0" 7.1" 9.2" 16.0" 1/4" x 2" EMBED 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" 5.3" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" 16.0" (MIN 3350 PSI CONq * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0' 6.9" 10.4" 12.5" 16.0" 62' 9.6" 16.0" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 55 Vcap (ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" _ 12.5" 16.0" 6.2" 9.6" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4 2.0" EDGE 2.5" EDGE DIST. •iQna1S '1SIX3 EXIST. STRUCT. • ANCHOR LOAD (psf) SPANS UP TO 5.50ft CONN TYPE SPANS UP TO 8.67ft CONN TYPE C5 C6 C5 C6 CONCRETE 1/4" x 1 - 3/4" EMBED . 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" MN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2' EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) . * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" _ Vcap (ib) = 565.00. 72 _ 8.5" 16.0" 4.6" 16.0" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4 2.0" EDGE DISTANCE ( •iQna1S '1SIX3 ANCHOR . LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO' 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7 /8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL- POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 _ 8.8" 6.3" 6.4" 4.6" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4 0.75" EDGE DISTANCE 1PENETR. 000M 1/4" x2 THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" 'j '"/ Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" % %;;'.,,` 12.5' 16.0" 6.0" Vcap (lb). 82.97 130 12.5" 16.0" 6.0' »' 12.5" 16.0" 6.0' I 12.5" 16.0" 6.0" #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 625" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" /j4 Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 625" 10.4" 3.9 %% % 6.25" 10.4" 3.9" / // Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" ;?; 625" 10.4" 3.9 r, ; 625" 10.4" 3.9" ' ' / 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6 ".,4.0" 52' 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" . 6.25" 10.3" 3.8" 5.0" FRANK L. BENNARDO, PE. 'PE0046549 03 O Q o W 0 _Z Z Z Z W W Z J � Z Z � O • vfm `1 CV Q m i m m 1 IL IL L in m X 0 Q O 1- = 4 m iy O 4 cTI 0 • in 0 z_ W w z 7 W m 9 3 O z w w z z w m LL REVISIONS DEFCRIPTION. DATE COW:T ••ciEMS SCALE: NT °. • DR2u)4 6Y: CL ! - 'r211.,i DA(_: II /18 /0i our ": L^2 - 868 - 1❑ 1 • • • • • • / ANCHOR SPACING SCHEDULE • • • • • • • • • • • ot • m • 4 ••4 J J ►•O 1/4" x 1- tIA' • • • 39 ELCO•TJPC0t1 •• • . 49 •••• • • 58 Tcap(16)= 218.00 s•i• 72 Vag Alp = 398.00 • • • • 130 1/4 "0/8" EMBED i • • • • 39 ALL ftleff SOUD -SEL.„ 49 LEAD54'RLLD.ANCFTOF; • r 58 Tcapjib)= 358 •••••• 72 � • V 249 •..•• 130 1/4" f 1- 1 /4•EMBED • • 39 ELcO4c* LMATE • • : 49 •••• it 58 Tcap (Ib) = 204.75 72 Vcap (Ib) = 233.50 _ 130 12.5" 16.0". 16.0" 15.8" 12.5" 16.0" 12.7" 12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 13.2" 5.9" 8.3 ". 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 16.0" 16.0" 12.2" 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7" 12.5" 15.5" 7.8" 6.25" 12.3" 5.2" 625" 10.4" 4.0' 6.25" 9.7" 3.6" 6.25" 9.7" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.5' 8.2" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" _6.25" 9.1" 3.4" 4.7" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 16.0" 8.8" 12.5" 16.0" 6.2" 12.5" 15.9" • 5.9" 12.5" 15.9" 5.9" 12.5" 15.9" 5.9" 8.3" 6.6" 6.4" 6.4" 6.4" 6.25" 11:8" 5.1" 6.2" 6.25" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANC; -IOR NOTES: I. SPANS AND LOADS SHOWN HERE •R=_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWA5L STORM PANEL 5PAN5 FOR SPECIFIC LOADS 11JS1 BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE ' 71 2. ENTER ANCHOR 5C1 -EDULE BASED ON THE E).!ST!NG STRUCTURr MATERIAL 1 ANCHOR TYPE. SELECT DESIGN :OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GR THAN OR _...^L'•L TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4 , ANC1iQR5 SLIALL E - _ INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 1 COMMENDATIONS. 5. W -iEF-E EXISTING STRJCTU! I5 WOOD FRAMING-, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT = ASTENERS ARE INTO ADEQUATE WOOD FRAMING.. MEM5ERS, NOT PLYWOOD. FASTENING- TG PLYWOOD IS ACCEPTABLE ONLY FQ,c SIDE CLOSURE PIE.CES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" 6. W.IERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER 5! -TALL SE LOCATED W CENTER OF NOMINAL 2' X .4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD 51-4ALL SE 'SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES R ANCHORS, WHICH ARE RE QUIRED FOR DIRECT „OUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL DAVE MINIMUM OF U;' ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAV` EITHER A PAN HEAD. TRUSS H =AD, OR WAFER HEAD (SIDEWALK 5OLT) UN.O. B. MINIMUM E! 5EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FIN1514E5. I0. m DESIGNATES ANCHOR CONDITIONS U•IIC• ARE NOT ACCEPTABLE FOR USE. ANCHOR St SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 O 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5,3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Approve compiling Florida 6►k` "f; Co Date 2 - 3 NOAH Miami Dade F'r9d a Co•tre7 DMWW By SNEE I : 4 OF 4