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BP04-190MA . TH ST. NUMBE ACCORDING TO THE PLAT 4 2S f °' 1 N.E 93" o5 7 45 Paven,er,Z LOT DETAILS SCAL 1" _ ,ZD /pc a 3L _5 2 _ i� ■ • A W //✓,5 • • PUBLIC RECORDS OF - OUNTY. LORIDA. • • P' Jar, pr. 1=IIM M•11ax•11" 10:1lt_T:F7G9ii-7■r &_\`1 Z ] (VERTICAL OR HORIZONTAL) I III III 11111 I• , III 0 (VERTICAL OR F 7 . c , 1 a a 1 F (VERTICAL OR HORIZONTAL) I III III 11111 I• , III 0 0 � m 1 0 0 N .400" , 12/17/98 15:38 . 0 "h" HEADER SCALE : 3" = V- 0" PRODUCT MARKING LOCATION - -- FULL PANEL 2_Qc I 30 "U" HEADER - PRODUCT MARKING (OPTIONAL LOCATION) 400' 1Q STORM PANEL SCALE : 3" 1'• 0" ( 18�" 066" ml IL X07';666" . �O; .122 (TYP _.c = = = = = =__' 055" / 1.2.000. HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A6S3, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. t.. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV. NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026. 96 -006 AND 96 -006R. 9. TOP 3. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. HALF PANEL -120" TYP VARIES: 5.25" MAX. ® ANGLE SCALE : 3" = 1'- 0" 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE OETAILS FOR SPACING) ° o1o93" TYP. 2.00" 1 ® STUDDED ANGLE SCALE : 3" = 1'- 0" Q85;; (ZAMAC 3 ALLOY) 7® WASHERED WINGNUT SCALE . HALF SIZE FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. \ FOR DESIGN LOADS GREATER \ THAN 100 PSF 3 LESS THAN OR EQUAL TO 200 PSF. W J CO W W F- 0 z W J J z a X z OVERLAP FASTENERS TYP. (SEE J m F- 11.1 1— z W J J w Q a X Q F TOP MOUNT (PERP. TO PANEL SPAN) NOTE # 6) - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. '- EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) • _6".j (`TYP) WIDTH UNLIMITED • OVERLAP FASTENERS - (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION — TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPAN)— TOP MOUNT SECTION r- , (TYP TYPICAL ELEVATION — TYPE III 1/4" MAX. '. SECTION a` ' 1/4' iAx` 10 SECTION A SCALE: 1 -1/2" = 1' -O" TOP MOUNT OR DIRECT MOUNT OTTOM MOUNT 1' O 6` o ▪ � 3 0 • TTOM MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK / 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. - BOTTOM 0 MOUNT OR - DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION — TYPE II (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) WIOTH UNLIMITED ERP. TO PANEL SPAN) SECTION 1 1 ( WIDTH UNLIMITED (P ERP. TO PANEL SPAN`- 0 TYP /- BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION — TYPE IV FASTENER @ 12" 0 C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & 6" O.C. FOR OESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 -1/2" MIN. 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH TILE SOUTH FLORIDA UILDING CODE q DATE, �. -i 1911- A TOP MOUNT OR DIRECT MOUNT _ PRODUCT PRODUCT COlIlROL DIV?S•Ot( BUILDING CODE COMPLIANCE OFFICE 1CCEPU,t;CE N0. 11_Q 19 -n I__ rn N O ti • • . w Z :NJ I Z Q- IJ > CC '<CO IO C C.O W I Q w N(J) a 0 • a P.1 oI 11./16/111 .1.1. Il nr..+n L;,' "C MC !design U1 ' fch•ch.d s1 vII !1 v ,K • 0E3 -312 111'7TaA I c• to EXISTING CONCRETE. HOLLOW BLOCK OR , r . WOOD FRAMING. SEE EMBE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE-r--,_:.'2 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2)- GLASS OR DOOR {- I 1/) EXISTING CONCRETE. • O HOLLOW BLOCK OR w WOOD FRAMING. SEE �U ANCHOR SCHED. BASED .a O` ON TYPE OF STRUCTURE -' -. / EMBED EXISTING CONCRETE. HOLLOW BLOCK OR % WOOD FRAMING. SEE , to ANCHOR SCHED. BASED ` /o ON TYPE OF STRUCTURE --- I / / / O EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR i- •t tt E O� ( attrt.t:tuatu t• 1 ANGLE TO WALL DETAIL FINISH MATERIAL STUCCO. AND /OR PLYW000 FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION TYPE 2• 11/2" MAX. a N SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2) SO CONT. (TYP. TOP & BOTTOM CONT = SCALE : 3" = 1' -0" ()CON j 1/4 -20 MACHINE BOLT `FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4' WALL MOUNT SECTION SCALE 3"' = i' -0" — FINISH MATERIAL STUCCO, / AND /OR PLYW000 FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION•TYPE 4* PANEL TO ANGLE DETAIL 1/4 -20 MACHINE , BOLT Z. NUT (la 12" O.C. - 1/4 -20 MACHINE BOLT & NUT p 6" O.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4' w J m F- w w N l7 z w J J w z a X 1/4'• MAX. 1/4" MAX. • SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD = 130 P.S.F. \ \ -100 P.S.F. ) BUILD -OUT MOUNT SECTION w. GLASS OR 000R -7-- SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) & WINGNUT (al 6" O.C. FOR TYPE I & II ANO (al 12" O.C. FOR TYPE III SEE MIN. STORM 1 PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) - GLASS OR DOOR —~ 1/4 -20 MACHINE BOLT 3. WINGNUT (a) 6" O.C. FOR TYPE I & II AND (al 12" O.C. FOR TYPE III & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION •TYPE 4" — WOOD FRAMING • r — FASTENER. SEE ANCHOR SCHEDULE. % REF. CONNECTION 'TYPE 3" 1 1 y; • r> EOGE DIST , V \ 3. IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" PLYW000 AND STUCCO FINISH --, w EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ,- PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4" MAX. EMBED (TYP) 01 0 /- O, EO EXISTING CONCRETE. HOLLOW BLOCK OR I , 1_; , WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - .-j 1 EDGE DIST t � e - -- - USE REMOVABLE ANCHORS ONLY (a3 6" O.C. MAX. O FOR TYPE I & II AND (al 12" O.C. MAX. FOR TYPE d III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE Z SPACING. FASTENER SEE ANCHOR SCHEOULE REF. CONNECTION 'TYPE 1• (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX, CONT. 06 CON T. W000 FRAMING (TYP.) ANGLE TO WALL DETAIL ()CONT. GLASS OR 000R — E O WALL MOUNT SECTION SCALE : 3" = V -0•• -- FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION 'TYPE 3' i .'EDGE 1 cod DIST. u.s EQ. EQ. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION`TYPEa f j r � j CEILING /INSIDE MOUNT SECTION © Z SCALE : 3" = 1' -0- g - EXISTING STUCCO FINISH (TYP) L 1/4 -20 MACHINE BOLT & WINGNUT (a 6" 0.C. FOR TYPE 13. II AND (a 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT (a 6'• O.C. FOR TYPE I&II AND (a 12'• O.C. FOR TYPE III & IV w -J J z 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA UILDING CODE DAT � (R L � s i I9_ g BY PRODUCT Cot hr ). DIV :S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. St_521D1 L taw (.0 IQ ° - I J CC <0 (.0)— <_ w O 1 (V H N 9 9 aI N � Ari al: w • 0 > • D I 1 1' ,2 ) awrimasommor V.J. NM(ZCVICII 1•ROF ESS10112, (Hrw /(II FL L, I se Nu PE 0.1 Sul •t r.0ct0 ' •..inD ., 3 1999 9E3-3 i 11/14 /114 ..0 a•.lgn by ll b c•c3•d eye ,.c 12/17/98 15:37 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1 N Z J E • t � / . - Iz EMBE / (i PLYWOOD AND ' STUCCO FINISH 2" x 6" P.T. W000 I BLOCKING 4,111111111111111 arrow::: -- -- - -; .� F \, 1/4 - 5.5. BOLT & WINGNUT (al 12" O.C. O IMA X. DESIGN SCALE : 3" = V-0" LOAD = 72 PSF) MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL z ANGLE SCALE : 3" = 1' -0" STORM PANEL CORNER DETAIL f P , m 11 ■'- [7 -J w w Z X CONT. Z STORM PANEL J� CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES — ()CONT. FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING (al 12" O.C. GLASS OR DOOR - - 1/4 -20 MACHINE BOLT E. WINGNUT @ 6" O.Cq FOR TYPE I & II AND (al 12" O.C. FOR TYPE III & IV TWO 1/4"0 S.S. LAG SCREW (al 24" O.C. MAX. vi/ 1 -3/4" PENETRATION IN CENTER OF STUDS PRODUCT RLrLwED ACCEPTANCE No. Q \ U�14 (1 - NOTE: THIS DETAIL MAY BE USED 1 �v� �ZCV� AT TOP OR BOTTOM OF PANELS.EXTIRAT1ON l& WALL MOUNT SECTION (BOTTOM) By / % PROM CONTROL DiV1;STati $UTLD NG CODE COMPLIANCE OFFICE THREE 1 / 4"m W000 LAG SCREWS W/ 2 -1/2" MIN. EMBED. Cal 21." O.C. MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) w l7• • w EMBED, SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 © CONT. 1/4 -20 MACHINE \ BOLT & NUT (8) 12" O.C. Q5 CONT. (TYP. OP & BOTTOM —' '\ (MAX. DESIGN LOAD s 72 PSF) - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" '— FINISH MATERIAL STUCCO, AND /OR PLYWOOD `— EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SCALE : 3" = 1' -0" SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" SIDE CLOSURE REO'D. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE — W000 ROOF TRUSS OR FRAMING MEMBER / TRUSSES @ 12" O.C. r_ / FINISH MATERIAL STUCCO, .."1 '`/ AND /OR PLYWOOD ( ›i -/ 1 1/ "M X. .r N14 SMS BETWEEN _• Z wlw J J Jl w Q'w CL vi QI F' USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE 1 & I1 AND @ 12" O.C. MAX. FOR TYPE 111 & IV, BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE V (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE I F. II AND @ 12" O.C. FOR TYPE 111 & SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO BASED ON TYPE OF STRUCTURE -- -j_ —. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ANGLE BUILD -OUT SCALE : 3" = 1' -0" DIRECT MOUNT DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, ANO /OR PLYWOOD FASTENER. SEE ANCHOR SCHEOULE. REF. CONNECTION 4' 2" x 3" x 1/8" CONT. ANGLE OR % 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. (MAX. DESIGN LOAD _ 72 PS BY PRODUCT C ,—FINISH MATERIAL STUCCO. ' AND /OR PLYWOOD APP AS COMPLYING WITH 111E SOUTH FLORIDA BUILDING CODE q q TROL DIMS ON BUILDING CODE COMPLIANCE 01110E ACCEPTANCE NO.o toy 4 :w Q I O /n (1) Q ea U I N .w I Y c 0 .I. c 2 0 • • v VJ, KRA V1c PROf[SSIO 1. [Nr [ER F1. Lic i No PE O / 1 ) 3 A. 1999 17/1[// BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2•• x S" Tw = .125" Tf :.125" 5 ._ 0 .. 9 , -5 „ 8' -0" 8' -1" rn — r - 7/ 1 1 -1/2 " MIN.J 1 111 1111 11 EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4"0 THRU BOLT ANGLE TO ANGLE CONNECTION ® 12" O.C. 2" x 2" x .093" �J STUDDED ANGLE 1 '1 7 /00 1 C. 17 WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 5" TO 10" i O O ANGLE BUILD -OUT SCALE .3 • 11.1111 1111111'i: „ 1 11 1 4111 11 11111:111.11111:,1 1 11 1P PLYWOOD & STUCCO FINISH -' r — 1/2 -13 MACHINE / SCREW NUT 1 /2 "0 POWERS RAWL / CALK -IN ® 12" O.C. W/ 1/2 -13 MACHINE SCREW / 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/1." m THRU BOLT —. TO HEADER 1@a 12" O.C. 1 /2',, 17 z W J r (MAX. DESIGN LOAD ± 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" = 1' -0 " /w'6 / / �'�EM /B // A / / t / .f EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" 2" x 3" x 1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) 1/4" MAX. • • 0 EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE / W 0 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE #12 SMS 12" O.C. SCALE : 3" 2 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR �. W000 FRAMING. SEE ti ANCHOR SCHED. BASED 1 .. ON TYPE OF STRUCTURE -= Tw (MAX. OESIGN LOAD z 72 PSF) HEADER MOUNT DETAIL Ti]; T 1/2 "0 THRU BOLT (al 12" O.C. - 1/4 "0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW p 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD = 72 PSF) FINISH MATERIAL, STUCCO AND/OR PLYWOOD ALT. LEG DIRECTION TWO -1 /4"0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE THREE 5/16 "'0 POWERS RAWL CALK -IN (al 3-1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. MAX. 1/8" TILE FINISH MATERIAL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2 x.093 " STUDDED ANGLE 2" x 4" x 1 /8" CON1. 3/4" PLYWOOD z ALUM. TUBE (6063 -T6) I ' r N w 1/4 "m POWERS RAWL CALK -IN p 5" 0• O.C. WITH 7/8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1 /4"0 LAG SCREW( ® 12" O.C. W/ 1 -1/2"•MIN. EMB. / .. ;EMB IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER "PASS THRU" DETAIL SCALE : 3" = r_o" PRODUCT RENEWED ACCEFCANCE Na (�_Q \? EXPIRATION DAT, � f7G ?OUIo J W z 4 0 X 4 z 0 I 1- z W J By PRODL •. NTROLDMSIDN BUILDING CODE CO),(PLIANCE OFFICE 11" x 3" 2" x 3" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) EXISTING CONCRETE, ti HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE Y x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1 /6••0 STUD @ 12" 0.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL, STUCCO AND /OR PLYWOOD —� J NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) EDGE MOUNT DETAIL SCALE : 3" = 1' -0" x .055" 6063 -T6 ALUM. TUBE / 1" OR 2" 4. X 4 F rn © HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 1— L7 z -J -J W z 4 a 11 • '-5/16" 0 POWERS RAWL CALK -IN (al 5 " O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ A & C - 0 . 19 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. C ct - O' IDS-01 FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" 1/4" MAX. .1/2 ^MAX J E0 4 tU 4 I (.3 z u) W w� F- < 6 ' U o O o cn • < � W = u i U = i > LIE NI c , w ow wZ N Q Z CL > <0 . u) Q ow o w N � 0 ll Q U1 a 0 Q z w O L 0 VJ. KHET4VI / E 14E0 FL Lit • PE 0' J)'nl N ot b 0. r i 1999 .•.1or�0 r.c d..ian 01 1 cn.cw..d b vin J I VS' 98 -312 ••••■ . .11 1 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" Tw = .125" Tf = .125" 5' -0 " 9 -5 " 8' -0" 8' -1" 1 2'_ . _MIN O - 12/17/98 15:37 / / • / :' EDGE' _ OIST., ® TRAP MOUNT DETAIL ® SCALE : 3" = 1' -0 " -- EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3' 1/4" -20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 Z. II AND @ 12" O.C. FOR TYPE III &IV 2" x 5" MAX. x .093" STUDDED ANGLE 2 1 x 2 ' x 2' ( x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL STUCCO, // F- •,' AND /OR PLYWOOD / L7 D - / EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED _/ / �` ON TYPE OF STRUCTURE tt / 1 /// , 1 OR 2', FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION TYPE 1•- w z Q 0. X Q r [ 2" MIN.; 1/4" -20 STUD Z. / WINGNUT, PANEL PANEL TO ANGLE CONNECTION (a 6 " 0.C. — ' i 2" x 5" MAX. x .093" / STUDDED ANGLE ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" O 1/ "0 MACHINE BOLT 2" x 2" x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 0 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" THREE 5/16"0 POWERS RAWL CALK -IN ® 3-1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3 /L" MIN. EDGE GIST. FINISH MATERIAL STUCCO, AND /OR PLYWOOD — EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED / ON TYPE OF STRUCTURE �— FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION' TYPE 3" \-- 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 STUD S. WING NUT (al 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE 111 & IV NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1 /4"m THRU BOLT 1 12" O.C. ANGLE TO ANGLE CONNECTION (MAX. DESIGN LOAD - 72 PSF) STORM PANEL SUPPORT BEAM 2" x 3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE 2" x 2"x .093 STUDDED ANGLE SCALE : 3" = i' -0" FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION' TYPE 3• EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PRODUCT RENEWED A CEMANCENo.O \ O% \ �1'CJ Z EXPIRATION DAI. \\ /C / z-c By IIr PROW 'J ONTROL DIVISION BUILDING C.* DE COMPLIANCE OFFICE /4• /1/(a r - 2" x 3" x 6063 -T6 #12 SMS (al 12" O.C. 1 /L" x 0' -8" ALUM. ANGLE - TWO -1 /L'� THRU BOLTS ALT. LEG DIRECTION ,2" MIN. `\ SCALE : 3" = 1' -0" .- --ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR -Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) STORM PANEL BUILD -OUT 0 1/4 " -20 STUD & WING NUT (a) 6" O.C. FOR TYPE 13. II ` AND (al 12" O.C. FOR TYPE III & IV NON- STRUCTURAL 2" x 2" x .093" EDGE DIST. STUD ANGLE NOTE: THIS DETAIL MAY BE USED Ai1lPROVEO TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DA TL r>1 }rlc�.� 1 �. BY _ i il! V1__. n- PRODUCE CO R OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. ( - of o a_ AS COMPLYING WITH m� ro F -- V.J. KNIZtV1C11 PROF(SSIONAI. F GtN((a PL rf a NoI P 0 Lic ` 0 03 1999 ;1;, .� ASNOISU I "C Id. S b licn•c�•d b VIM V ,K I •..In9 no 98 -312 ` i d•r• 4 4 0 0 N .n.•r.1 o 9 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE 11 TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS ® 6 O.C. OR "F" TRACK WITH BOLTS @ 6 O C. FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUOS @ 6" 0.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) "U" & "H" HEADERS WITH STUD SILLS ® 12 O.C. OR "F" TRACK WITH BOLTS (3! 12 O.C. FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS ® 12" O.C. & DIRECT MOUNTS W/ ANCHORS ® 12" O.C. MAX. (TOP S. BOTTOM) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10- 3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 900 8 -0 8 -3 7 -2 7 - 8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 .6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 _ 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 . 3 - 10 5 -3 3 -5 5 -3 200.0 3 -8 4 - 11 3 - 3 4 - 11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 - 4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) - (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30" OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30" ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 - 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 . 2 -5/8 40.0 5 - 0 2 -5 /8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 - 2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 - 7 - 4 2 -5/8 1 -5/8 9 - 11 3 3 90.0 • 4 - 0 2 -5/8 1 -1/8 " 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100.0 - 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 - 1 3 3 110.0 o 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 • 8 - 8 3 3 120.0 4 - 0 2 -5/8 1 -1/9 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 12/17/98 15:38 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. lie FOR TYPE 1 & II - BOLTS REQUIRED ® MIOSPAN TO HOLD PANEL SEAMS TOGETHER. '+t= FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE PRODUCT RENE W ED ACCEPTANCE No.O 1 0 c3 . 0:z EXPIRATION DAT, /OCk i z / c vf 7, ( RODUC KONTROL DIVISION BUILDING CODE COMPLIANCt OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT(� 13 BY PRODUCT CONTROL DIV!S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4421222g • ro U Z 1 Q ;,- °o O s • ocs Q " ' = u U I o w I I Y 'a w w IQ O _ CC Ia0 I 0 w o lil N 4 • 0 • V J. KNCZEV) 1 PROFESSIONAL ht FL Lic PE 00 3 1999_ 17/721/III c.l:��i 1r•vr1 Oy t •.orta�l nc ! 98-312 .n••• s or v - -- 0 No ort[R FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE • SPANS UP TO 5• -0•• (SEE NOTE 1) SPANS UP TO 8• -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 OOOM ( ` � �1LL1M111 LLl lST> 48.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 12 11 6 2.0 12 12 12 12 12 12 7 7 12 12 12 5 6 U 1/4 "o WOOD LAG SCREW W/ 1 -3/4•' THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 72.0 12 12 12 - 9 - 5 10 8 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 - 12 12 is - -- 12 5 5 6 -- 6 12 -- 12 11 12 S 6 -- 6 12 ----- 12 11 11 200.0 12 - 6 - 11 11 - 12 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 l�v����� C-111 6 2.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 1/4 W000 LAG SCREW W/ 1 -3/4 THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 * 4 8.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 6 2.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 ,k 50 1 /4 - 0 ELCO MALE/ FEMALE "PANELMATE W/ 1 -7/8 MIN. EMBEDMENT 1. 1/4 -20 MACHINE SCREW WITH NUT 72.0 12 12 12 12 12 12 6 8 12 12 12 - 12 'oI'o �L°°l 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 * ��,\V \ \]1�1 r,.Tr, 7/16 - 0 BRASS WOOD BUSHING W/ 5/8" EMBED. AND 3/4 MIN. EDGE DISTANCE 48.0 12 12 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 62.0 9 12 12 11 3 5 11 11 9 '•' /, 4 9 5 72.0 12 7 8 12 12 10 /<. • 4 10 6 9 , "i,• 4 9 5 92.0 12 4 6 12 12 9 i/- f 4 9 5 9� // - 4 9 5 200.0 9 ,i /, 4. 9 S 9 , ' " /'I 4. 9 5 9 , , 4 9 5 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4 " EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD 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 BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT. NUT OR MACHINE SCREW. PRODUCT RLIVLVYED ACCEPTANCE NO.O O 1 L1. Z EXPIRATION DATA \ 1 / / 2 -C // U Lc y Il �7 _ ./7 P R ODUC NNTRDL DIVIBMI 3UILDING CODE COMPLIANCE OPPICZ APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE D,.TF ''// « T\(lCL _ BY ._//P PRODUCT CO �-C )cOg_ DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. TQ_Q. gaL_ ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w Z j N 0 ANCHOR ((�� F- (A MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE TYPE L OA (W) PSF SPANS UP TO 5'-0" S' -0" (SEE NOTE 1) SPANS UP 8 OT (SEE NOTE 1 SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP T.O (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) MAX (SEE NOTE 1) 1 CONNECTION) 2 TYF 5 1 CONNECTION 2 TYPE 3 4 1 CONNECTION TYPE 3 4 5 1 CONNEC 2 TYF 3 J 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 S 4 8.0 12 12 12 12 12 12 12 6 7 12 12 12 3 12 9 6 12 12 12 12 12 12 12 12 12 12 12 12 8 5 12 9 12 12 12 12 12 4 8 12 11 ErI11I1111111111INllllllll[lllm, 6 2.0 12 10 12 12 12 1 . 6 12 12 11 3 ill 11 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 12 12 12 11 6 3 12 -- 10 7 12 12 - 12 12 12 7 12 12 12 .1 l m �m 8 12 9 12 3 7 12 7 I /4'•0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 92.0 12 5 3 7 5 12 11 12 6 11 11 m � m l � IVI 11 11 4 '0 11 11 3 3 (11 11 11 1 7 7 12 12 7 7 12 12 3 3 7 7 12 12 7 7 (MIN. 3.100 P.S.I. COt1CRETE) 200.0 11 * unit lu»ar1aI - 1.8.0 12 12 12 12 12 12 12 12 12 5 3 7 12 12 1.2 11 10 3 5 11 8 12 12 12 11 12 12 12 12 12 12 12 6 3 CO 47 12 12 12 11 3 6 11 8 It i Oorntan 6 2.0 12 12 8 9 5 12 / %. 4 10 5 12 12 12 10 '^ 5 10 5 1 /4"m ELM MALE/ FEMALE - PANELMATE - w/ 72.0 12 8 12 12 10 .; ; 4 10 6 10 4 10 5 12 8 Os I r- 12 12 10 10 - 10 - -. 10 6 - 5 5 10 - 10 - 10 . , . /- r -, j u+ln 10 10 5 1 -1/4 MIN. EMBEDMENT L 1/4 - 20 MACHINE 92.0 12 1. 6 12 12 10 ' ;; ;. 1. 10 5 10 -' 4 10 I I NIN 12 - --- 10 4 12 5 10 , I N I lfl 5 5 SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 200.0 10 , '' 4 10 5 10 "/ 4 10 5 10 '_. - 4 10 . , 5 10 10 ', "/../ 5 10 / '.R 0 17 .2 » 12 1 ? 12 • 12 17 ,, 12 10 12 .. 12 12 6 12 12 12 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 12 12 12 8 7 12 11 12 12 12 12 1/4 POWERS RAWL CALK -IN W/ 7/8" EMBEDMENT A. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.B.I. CONCRETE) 62.0 1,. .. 12 11 12 12 72.0 12 12 12 12 12 12 S 7 12 12 12 _ 7 12 11 11 11 12 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 12 5 S 7 12 11 12 5 5 7 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 200.0 12 5 7 12 11 7 12 11 12 7 12 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 CONC 1.8.0 12 12 11 12 12 12 5 6 12 12 10 !!, ' ii 4 4 4 10 9 9 7 12 12 12 12 12 12 `4) I 4m 1 10 8 - _ 6 12 12 12 12 7 12 3 7 12 9 I}} - ` = 7 62.0 12 12 12 11 7 4 9 7 12 12 12 12 11 3 S 11 '' I 12 12 12 9 12 11 12 12 12 12 12 12 11 11 3 3 6 6 11 11 6 6 1/4 a HERS RAWL Z -• 1 ' . NAIL - IN W/ 1 MIN. EMBEDME - (MIN. 3,000 P.S.I. CONCRETE, 72.0 12 92.0 -- '- 48.0 6. "' .. 9 j^'' ',',/ 4 9 5 9 4 9 5 12 5 9 12 12 11 3 6 11 6 11 3 6 11 6 o -- 9 -.- 5 9 i '...,/ 4 9 5 9 '/,. ,,/ 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 11 12 12 12 12 12 11 12 12 12 7 8 12 12 12 1. 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 _ Nnlllll 1 62.0 12 12 12 4 6 12 12 12 12 3 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 1. 8 12 9 1/4•'• ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 - 1/8" MIN. EMBED. (MIN. 2.100 P.S.I. CONCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 5 12 N I r 12 12 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 12 7 12 12 4 8 12 9 12 4 8 12 9 200.0 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 � - ' 4 8.0 12 12 12 12 12 12 11 10 12 12 12 6 7 6 12 12 12 10 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 lI� � �`I 6 2.0 12 12 12 12 12 12 7 8 12 12 12 5 12 12 12 __ 12 8 12 12 12 12 6 11 12 12 /4••m POWERS RAwL DROP -IN JL 1/4 - 20 SIDEWALK BOLT (3/4". HEAD) W/ 1 -1/4. MIN. EMBEDMENT (MIN. z,000 P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 11 6 12 6 11 12 12 12 6 11 12 12 _ 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 200.0 12 5 6 12 10 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12/17/98 15:36 ANCHOR NOTES: SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5 MINIMUM EMBEDMENT AND EOGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUO 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 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 4. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW PRODUCT RENEWED ACCEPTANCE No. O' - L k G ? EXP I' ATION DAI BY PROD ' • NTROL DIVISION BUIIDLNG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA � CODE BY _if Q b y 19 - - � f PRODUCT ROL OIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEPTAt(CE NO. ct '0 1t0 - CIw w Z t4. Z QO C . 0) C7 w O LU N 1n N O N m 4 0 o 0 Ng o 'n 0 O ' Q .I o 'n LL N 0 Z 'Y 0 u A N Q D E u- :o m 4 u c , 1 Olgg x45 ILA `na 0-4 E 4 j V.J. KN(ZEV1CH PROFESSIONAL (NOT FL Lican 44 u. PE 0010 .1 R F EH� 1999 . I4/I.. 01c - -. •,,, 0y I u . ' 3 nOTC01�, f IIC ld..lpn by I I <h.<1..d byi 1 V , VIK I .r ..Ong nn I 9U -'31 COPYR)GHT 199a KNEz:vicri a. Assoc'', TES. IN 641 MOK OPIvE• Pi FAX (3051 933-9572 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN 3aruanau.s 9NLLSD0 ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0•. (SEE NOTE 1) SPANS UP TO 8. -6.. (SEE NOTE 1) SPANS UP TO 12' -O" .E NOTE 1) SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -O (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNEC 2 TYPE 3 T10 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK i1- 11111111111111111111t1111It11111L' 1/4"0 ITW TAPCON W/ 1 - 1/4•• MIN. EMBEDMENT 4 8.0 12 12 8 12 12 9 3 4 9 9 6 '. 3 3 6 I in m 12 _ 12 12 9 12 12 12 12 4 7 12 12 8 . 5 8 6 6 2.0 12 7 6 12 12 7, '/, 3 7 7 6; /, • 6 9 12 12 9 • 5 9 9 7 '' /, 4 7 4 72.0 10 4 5 10 10 6"%/ 3 6 3 6 •: /% iii - 3 3 3 6 3 ml m 12 6 12 '----- 10 12 10 8' 7; 7 • ;! •JT , 4 4 4 7 I N N 4 4 7. 4 7 4 92.0 8 6 / . 7 y..',. 4 3 8 6 8 3 6' 6 , / ;;� 3 6 3 6 10 7 3 "r J 7 .'. /j 4 7 4 200.0 3 6 3 6 ' /� 4 7 4 4 7 :,�' 4 7 4 * ]� naraatustI> 'k I i ' � "' 1 /L."0 ELCO MALE/ FEMALE I E M BEO E" w/ MENT IN. EBED 1-1/4 MIN. & 1/4 -20 MACHINE SCREw WITH NUT 4 8.0 12 12 12 12 12 12 5 7 5 12 12 12 12 11 10 3 . 5 4 11 10 8 5 12 12. 12 12 12 12 ' 12 12 6 8 12 12 11 3 6 11 8 6 2.0 12 12 9 12 12 12 3 11 12 12 3 6 12 12 10 '.' // 5 10 5 72.0 12 8 8 12 12 10 ' 2 ' 4 10 6 10 4 10 5 12 8 9 12 12 10 • ' 5 10 6 10 -; ;• 5 10 5 92.0 12 4 6 12 12 10 ;; 4 10 5 10 ,/.,/, 4 10 5 12 4 7 12 12 10 , , 5 10 5 10 / i 5 10 5 200.0 10 . , . .'= . 4 10 5 10 , /'- 4 10 5 10 '' : 4 10 5 10 ,� 5 10 5 10 • � , 5 10 5 10 _ </ - 5 10 5 * ( �G 1/4 "0 POWERS RAWL CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE 11 SCREW 48.0 12 12 10 12 12 12 5 6 12 12 9 j' 4 9 7 12 12 12 12 12 12 12 6 � I 1 r 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3 4 10 10 8 ,.//,. 4. 8 4 12 12 12 12 12 3 12 12 11 11 ,' �, '% <� 6 11 6 72.0 12 7 7 12 12 9 ',',/,. 4 9 5 8 '/• 4 8 4 12 8 11 12 12 12 11 3 6 11 6 6 11 6 92.0 12 4 12 8 8 ' ' ,;. j; '�'� .,,,'. 4 8 4 4 8 8 '/i . ---� f//, 4 4 8 8 4 - 4 12 11 5 8 12 11 • -- ,.. 6 11 6 11 /,. 6 11 6 - 200.0 8 4 4 4 8 ,',. 6 11 6 11 '' /, 6 11 6 11 :' // 6 11 6 Q-===4 j 1 /4"o RAWL NAIL -IN MIN. EMBEDMENT 48.0 12 12 8 12 12 9 3 5 3 9 7 9 7 3 3 ,' //, j• 7 , '-77% / ', 3 3 3 3 3 6 5 -- 5 4 3 12 12 12 12 9 5 12 9 12 12 12 12 12 11 8 7 4 •.• 7 5 4 11 8 7 11 8 4 8 7 7 •'2 7 7o ,��� 5 8 6 - j 6 2.0 12 7 6 12 12 7> • 4 4 7 7 4 4 POWERS ZAMAC W/ 1 -1/8" 10 4 10 '• /j , 3 8' ', ', x •-4 , 7, 8 tro 3 3 - 3 10 - , - 2 - 7.. 7 3 %,-..• - 7 10 4 7 - -'% ��� ':'i 4 -- 4 7 -- 7 4 - 4 7 -'-;.L 7 '. ;. •/, 4 7 4 4 200.0 5. ; /j 3 5 3 r\H 5 3 5 4 7 4 7 1/4 OYNABOLT ANCHOR _ "0 ImllQ'1 ID _1. ITWREO SLEEVE w/1 -1/8" MIN. EMBED. 48.0 12 12 8 12 12 8 3 5 8 8 6// ;• 3 3 3 3 .n I tf I Ln l vi 4 3 3 -- 3 12 12 12 12 12 12 10 4 7 10 10 7 , , 5 7 5 6 2.0 11 6 6 11 11 6', 3 6 6 5 //' 8 9 12 12 8 / ' 5 8 87 7 3 72.0 9 7 5 ,'7; ; - , / ; 3 H �n s m -- -I 9 -- 7 5 9 7 3 5 N I T •''% !% . • .. ; 3 Iml 5 3 5 -- 5 5 12 m 12 ` -- 9 12 9 Cs N r T /,,- 4 -- 4 4 7 -- 7 7 4 3 3 7 ,•; /. 4 7 3 92.0 - 3 3 9 m i 7 7 i , ',,,/. 4 7 3 200.0 ! 3 5 3 7 4 7 3 7, 4 7 3 'k &\1111111\111111%111111 &\1111111\111111%111111 1/4 EPDXY 5.5. MACHINE 2 p. 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 n- SCREW ROO -20 ITW EPCON ANCHOR w/ SCREW W/ EMBED. 72.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 '2 10 12 5 10 12 10 12 5 10 12 10 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR w000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE I5 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 BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW PRODUCT RL L W ED ACCEPTANCE No.OI - USS L t • O Z TIONDM' l\ /U / zpOCo By PRO T bNTROL DIVISION BUILDING CODE COMPLLANCF. OFF ICL- APPROVED AS COMPLYING WITH T1IE SOUTH FLORIDA , BUILDING CODE DATE , ^AQCIA tt 19 PRODUCT COKOL OIViS;ON BUILDING CODE COMPLIANCE p OFFICE ACCEPTANCE NO. `'tCt , o w w Z ZQ a �1 <0 :01- En CD W I NF- � c ai 0 N a o N W _1 0 4 r1 t1 z Y 4 .n •� a V.J. KN[7CvICl/ PROW.. SIONAI (MGM F L L coy Ce PE 00. S 11 FE: 0 5. 999 !dot 111■9/•9 •c•1 Il dr...n by ♦r1 NOTED I IIc Q::Ign br .I h•cF.d br{ V 1K I V n Or •••,. no 9E3 -'3 1 2 •n••• 9 ,, 9 MIAMI SHORES VILLAGE BUILDING DEPARTMENT /\ 305- 795 -2204 O9 Building Inspection Request Approved Correction Re- Insp'n Fee Date Type Insp' n 'Zfj l&W *60 Permit No. 0 —t Name - ) 4 1 A e ta Address % / /0 ' .3 9 Company Phone # . 0,5144 Inspection Date 1 17,9