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879 NE 97 St (10)PERMIT NO. ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING• ELECTRICAL MECHANICAL , CRITIQUE SHEET JOB ADDRESS Y ? / ST APPLICANT M ekity PHONE It APPUCATION SHEET OF MISCELLANEOUS FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 2. This copy of plans moot be buffding site or no Inspection wUt h PLUMBING 1. •Subject to compliance with aft Federal, State. County.Village rules end mutations. Wage assumes no re :ponsibllity for accuracy oflor results frosa these plan& available o0 e conducted. DATE ZONING ' COMMENTS INITIALS e t S T 1 fu 6 DE C fc 13 it f S E764Clc 4( L /// - r 15 (A) ff J , / 0 EZ sgzu 67 1,u /1 i( & fkJ e 14J 5- c c.,U67 5 tfo ws L /�i TS • CRITIQUE SHEET 3 -MVI\Pn JOB ADDRESS :3 / 47e J 5 i APPLICANT PHONE ft APPUCATION l ®ee*' SHEET OF • MISCELLANEOUS DATE ZUNING COMMENTS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION 'BY DATE ZONING' ELECTRICAL MECHANICAL ( PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliancy wtth aft Federal. State. County, Vintage rules end regulations. Village asscmtas na responsibplty for accuracy of /or results from these plans, 2. This copy of plans mutt be available on building site or no Inspection will be conducted. INITIALS b e d fir &rf (li � t iW ems( ea ,f 0 NI 0 1 ,400" n /7 • .125" TYP. 5e ANGLE t (TYP) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 2.016" VARIES: 5.00" MAX. SCALE : 3" • 1'- 0" FASTENER d 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. ANO r O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. WIDTH UNLIMITED PRODUCT MARKING LOCATION 1 1.170" 12.00' COVERAGE 13.50" FULL PANEL (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION - TYPE I 2.00" i SCALE : 3" . 1' 0" 2.016" © STUDDED ANGLE /- TOP MOUNT PIECE 0.0. C), OR PLAN VIEW ©rx "TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) PRODUCT MARKING (OPTIONAL LOCATION) J 01 F r I Chu Z J J , O W Z u UT dW Q Xa. < E Y1 X J r a W H BOTTOM MOUNT PIECE O OR O OVERLAP FASTENERS / TYP. ISEE NOTE * 6) ALUM. ANGLE CLOSURE PIECE: Y x 2" x .055" MIN. TO 2" x S" x .055" MAX. .063" ITYP.))r • • .400" • Q STORM PANEL SCALE : 3" = 1'- 0" - 1/4 -20 x 3/4" MACHINE SCREW /` STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) -.093" TYP. 61 (TYP) 1/4" MAX,\ I: I.75"I 6.00" COVERAGE j I j 7.50" .0 mi N • .25" Q WINGNUT WIDTH UNLIMITED (PERP. TO PANEL SPAN) SCALE : HALF SIZE SECTION HALF PANEL 2.016 TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW " • SCALE: 1 -1/2" = 1' -0" / - TOP MOUNT. PIECE O OR OR DIRECT MOUNT PLAN VIEW 08 r x 1" TUBE & FASTENERS (SEE PLAN VEW & NOTE 6) BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT ® 16 GAGE STEEL TUBE SCALE : HALF 2 250 0 o. O' "h" HEADER SCALE : 3" = 1'- 0" 1.00 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION fi r L / ,12" TYP.4, UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT 16 GA. (TYP) o a I r / TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .125" MIN. TO / 2" x 5" x .125" MAX. TOP MOUNT PIECE 4O OR CI OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR \' OR DIRECT MOUNT 2.25r w• 0.090" (TYP) .185" x.307" '.666" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) I 2.00 3® "U" HEADER ® OPTIONAL ANGLE SCALE : 3" = V- 0" SCALE : 3" = V - 0" NOTES: 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 LOAOS FOR BUILDINGS ANO OTHER STRUCTURES'. TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -1132 ALUMINUM ALLOY, 0.063" THICK, WITH A MIN. Fy (BEFORE ROLLING) OF 26 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIOSPAN, W/ 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR 11 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & II. FOR PANELS SPANS LESS THAN 33", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS ANO 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 ICTC) TEST REPORTS No. 95 -006, 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. 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 AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. MIN. FASTENER p 12" 0.C. FOR DESIGN V:// LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 0 r 0.C. FOR DESI LOADS GREATER THAN 110 P.sF.AP AS COMPLYING WITH THQ EXISTING BLOCK OR WN000TFRAMINGW FLORIDA BUILDING CODE DAT BY PRODUCT C ROL DIM ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO t . � •OZ 2 0J zwl I I gO. (l I Q rc coo ON Il H 'O tr I' N of 11 6 OI I • v: I aCO AS NOM., Ciliigft VJK I I VJ. K •• _ • • !•y PROFESSI• • �. - Yo PE 0• • = 3 99 01/26/99 drawing no. 99 -036 1 of 6 drawn by MC checked bye vJKI KNE ASSOCIATES, INC 641 MOKENA a n 0 0 = x ON PAGE 5 FOR MAX 1 `1 � 0 NI 0 1 ,400" n /7 • .125" TYP. 5e ANGLE t (TYP) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 2.016" VARIES: 5.00" MAX. SCALE : 3" • 1'- 0" FASTENER d 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. ANO r O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. WIDTH UNLIMITED PRODUCT MARKING LOCATION 1 1.170" 12.00' COVERAGE 13.50" FULL PANEL (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION - TYPE I 2.00" i SCALE : 3" . 1' 0" 2.016" © STUDDED ANGLE /- TOP MOUNT PIECE 0.0. C), OR PLAN VIEW ©rx "TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) PRODUCT MARKING (OPTIONAL LOCATION) J 01 F r I Chu Z J J , O W Z u UT dW Q Xa. < E Y1 X J r a W H BOTTOM MOUNT PIECE O OR O OVERLAP FASTENERS / TYP. ISEE NOTE * 6) ALUM. ANGLE CLOSURE PIECE: Y x 2" x .055" MIN. TO 2" x S" x .055" MAX. .063" ITYP.))r • • .400" • Q STORM PANEL SCALE : 3" = 1'- 0" - 1/4 -20 x 3/4" MACHINE SCREW /` STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) -.093" TYP. 61 (TYP) 1/4" MAX,\ I: I.75"I 6.00" COVERAGE j I j 7.50" .0 mi N • .25" Q WINGNUT WIDTH UNLIMITED (PERP. TO PANEL SPAN) SCALE : HALF SIZE SECTION HALF PANEL 2.016 TYPICAL ELEVATION -TYPE II EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING PLAN VIEW " • SCALE: 1 -1/2" = 1' -0" / - TOP MOUNT. PIECE O OR OR DIRECT MOUNT PLAN VIEW 08 r x 1" TUBE & FASTENERS (SEE PLAN VEW & NOTE 6) BOTTOM MOUNT PIECE O OR OR DIRECT MOUNT ® 16 GAGE STEEL TUBE SCALE : HALF 2 250 0 o. O' "h" HEADER SCALE : 3" = 1'- 0" 1.00 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION fi r L / ,12" TYP.4, UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT 16 GA. (TYP) o a I r / TYPICAL ELEVATION - TYPE III NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .125" MIN. TO / 2" x 5" x .125" MAX. TOP MOUNT PIECE 4O OR CI OR DIRECT MOUNT BOTTOM MOUNT PIECE O OR \' OR DIRECT MOUNT 2.25r w• 0.090" (TYP) .185" x.307" '.666" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) I 2.00 3® "U" HEADER ® OPTIONAL ANGLE SCALE : 3" = V- 0" SCALE : 3" = V - 0" NOTES: 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 LOAOS FOR BUILDINGS ANO OTHER STRUCTURES'. TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -1132 ALUMINUM ALLOY, 0.063" THICK, WITH A MIN. Fy (BEFORE ROLLING) OF 26 KSI. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED STAINLESS STEEL OR HAVE APPROVED COATING WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. FOR TYPE I OR II PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIOSPAN, W/ 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS: UTILIZING A 1" x 1" x 16 GA STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR 11 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2", USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I & II. FOR PANELS SPANS LESS THAN 33", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS ANO 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 ICTC) TEST REPORTS No. 95 -006, 96 -007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. 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 AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. MIN. FASTENER p 12" 0.C. FOR DESIGN V:// LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 0 r 0.C. FOR DESI LOADS GREATER THAN 110 P.sF.AP AS COMPLYING WITH THQ EXISTING BLOCK OR WN000TFRAMINGW FLORIDA BUILDING CODE DAT BY PRODUCT C ROL DIM ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO t . � •OZ 2 0J zwl I I gO. (l I Q rc coo ON Il H 'O tr I' N of 11 6 OI I • v: I aCO AS NOM., Ciliigft VJK I I VJ. K •• _ • • !•y PROFESSI• • �. - Yo PE 0• • = 3 99 01/26/99 drawing no. 99 -036 1 of 6 drawn by MC checked bye vJKI KNE ASSOCIATES, INC 641 MOKENA SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR W 1 „ d F� O d o SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 1 EMBED. (TYP.) N1p11{N =1;; 4. 3/8" ANGLE TO WALL DETAIL EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE Y O4 CONT. PASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 6' EXISTING STRUCTURE PLYWOOD AND STUCCO FINISH WALL MOUNT SECTION SCALE : 3" = 1' -0" EMBED. : 2" x 6' P.T. WOOD CONT. JIOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. Q 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT 0 6" 0.C. FOR TYPE 1 OR II OR 0 12" O.C. FOR TYPE III PANEL TO ANGLE DETAIL V ©CONT. 1/4 "0 x 1 •3/4" S.S. LAG m 12" 0.C. W/ 1 -1/2" PENETRATION INTO WOOD r a 2 J J Z 4 a X 1 o OR DOOR -- H u1 GLASS TWO 1/4'0 x 4 -1/Z" S.S. LAG SCREWS 0 24' 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OP STUDS NOTE: USE OF THIS DETAIL IS LIMITED TO 2 72 P.S.F. E WALL MOUNT SECTION (BOTTOM) SCALE : 3" = SEE SEPARATION PROM GLASS SCHEDULE • (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE r7 GLASS OR 000R 1/4 -20 MACHINE BOLT & WINGNUT 0 6" O.C. FOR TYPE I & II AND 0 12" O.C. FOR TYPE III O O 2 • 1.1 - 3 Z 4 1 4 - 0 J E ▪ I-7 0. N O X ra 4 2 N S NOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4" MAX. WOOD CEILING/INSIDE © . MOUNT SECTION SCALE : 3" = 1' -0" SEE SEPARATION FROM GLASS SCHEDULE ®CONT. (TABLE 2) 1/4 -20 MACHINE BOLT & NUT 012 ' 0.C. -\ TOP & BOTTOM ®CONT. (TYP. SEE SEPARATION PROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. EXISTING STRUCTURE - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' \- 1/4 -20 MACHINE BOLT & WINGNUT 0 6" 0.C. FOR TYPE 1 & 11 AND 0 12" O.C. FOR TYPE III n SIDE CLOSURE REQ'D. (SEE PLAN VIEW) EDGE DIST. `FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 0 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANELS. HEADERS 2 &SCAN NOT BE USED IN COMBINATI N WI 11 THIS DETAIL ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE EDGE DIST. d e .1 CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" i EXISTING STRUCTURE 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT 0 6" O.C. FOR TYPE I OR II OR 0 12" 0.C. FOR TYPE III EXISTING STRUCTURE THREE 1/4"0 WOOD LAG SCREWS W/ 2 - 1/4" MIN. EMBED. (d 24" 0.C. MAX. CONT. 4" x .250" / ALUM. PLATE OVER WOOD MEMBERS EMBED. GLASS OR DOOR — O SEE MIN. SEPARATION FROM GLASS SCHEDULE SEE SEPARATION FROM GLASS SCHEDULE (TABLE 2) 04 CONT. ©CONT. ITYP. TOP & BOTTOM 1_1/2" 1 -1/2" 11 0" ! (MAX. DESIGN LOAD s 72 PSF) EXISTING STRUCTURE - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION °TYPE 4' EXISTING STRUCTURE © SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" X1/ -20 MACHINE BOLT & j - NUT 0 6" 0.C. 1/4" MAX. Z 1/4 -20 MACHINE BOLT & WINGNUT 0 6" O.C. POR TYPE I OR 11 OR 0 12" O.C. FOR TYPE 111 1/4 -20 MACHINE BOLT & NUT 06 "0.C. SIDE CLOSURE REDID. (SEE PLAN VIEW) © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1 ��tr2 r v 0 WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL /- STUCCO FINISH OR / PLYWOOD SOFFIT — *11. SMS BETWEEN TRUSSES 03 12" 0.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA I BUILDING CODE DAT (� l L O I- F 19 BY PRODUCT CO14'fROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCFPTAN(:c Nn no. .1) 1/4" MAX. rD u DJ i13I Z alp z a� g al We 2 E •I Q 00 104 O N ON C 0 N of O: a E 4 E W 0 a 2 W 0 E 4 .0 VJ. K PROFES scsI• —� As Norco; (design by 1 vJx C ' _: a; _- v∎ • • FL Li No: PE 0' j 3 A la y l 01/26/11 drsvn by Mc [chocked chocked by� vi i •suing no. 99 -036 shoot 2 of6 1 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2 ' x 5 5' -0" 9' -S' Tw -.125" 11' -0" 8' -r Tr - .125" 2" x 9' 3 -0" 15' -11' Tw • .125" 8' -O" 13' -7 T4 • .125 N S " z EMBED n1 /'1 /ee In. •i EXISTING CONCRETE OR HOLLOW BLOCK STORM PANEL *14 SMS 0 12' O.C. -/ 2 i ALUM. STUD ANGLE 0. . X' I I ! GLASS OR DOOR 2' x2"x.093' - r 3/4" PLYWOOD 2" x 4" x 1/8' CONT. ALUM. TUB! (6063 -T6) 1/4 "0 RAWL CALK -IN QO 7' 0.C. -+ WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW 0 12' 0.C. W/ 1 -1/2' MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER _ 1/2 - 0 THRU BOLT 0 12" O.C. �r— 1/4'0 BAWL CALK -IN 0 12' O.C. WITH 7/8' MIN. EMB. IN CONC. OR IEMB. HOLLOW BLOCK OR 1/4 LAG SCREW W W SHALL BE OP SPECIFIC ECIFIC IN W000 000 S u�-- GRAVITY 'G" OF 0.55 OR GREATER ® 2' x 2' x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD * 72 PSF) O H "PASS THRU" DETAIL SCALE : 3" - V-0" ALT. LEG DIRECTION (MAX. DESIGN LOAD s 72 PSF) Tx/ - O HEADER MOUNT DETAIL SCALE : 3" a 1' -0" TWO -1/4"0 THRU BOLTS 2' x3 "x1 /4 "x 0' -8" 6063 -T6 ALUM. ANGLES FOR 2" x 9' x 1/8' BEAMS USE 2 "x3 "x1 /4 "x 0' -8' 6063 -T6 ALUM. ANGLES FOR 2' x 5' x 1/8" BEAMS ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) T4 1/4" MAX. THREE 1/4 "0 CALK -IN ANCHORS 0 3' O.C. W/ 7/8' MIN. EMBED. IN CONC. OR HOLLOW BLOCK w/ 3' MIN. EDGE DIST. USE THREE ANCHORS FOR 2" x 5" x 1 /8" BEAMS TYPICAL. FOR EACH ANGLE - MAX. 1/8" TILE I- PINT MATERIAL 2' x 2" x .093" ALUM. STUD ANGLE Z ' 4 - c 4 5/16' 0 RAWL CALK -IN 0 5" 0.C. w/ 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK W/ 5/16 -18 MACHINE SCREW ‘--® 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ 1/4"0 STUD 0 12' O.C. )10TF; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD a 72 PSF) o EDGE MOUNT DETAIL SCALE : 3" • 1' -0" / q 2" MIN. 4 EMBED. 2 "" MIN. 1/4 - 20 MACHINE BOLT & WINGNUT gb 6" O.C. FOR TYPE I 1 11 OR (>! 12" j O.C. FOR TYPE III —J 2" x 2" x .093" OR 2" x 5" x .093' STUDDED ANGLE —� (MAX. DESIGN LOAD a 72 PSF) O L ALT. TRAP MOUNT DETAIL SCALE : 3" = 1/4 "f RAWL CALK -IN 0 6 " 0.C. W/ 1/4 - 20 MACHINE SCREW W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK STORM PANEL EMBED. 1 I—I STORM PANEL 1/4 -20 THRU MACHINE SCREW ANGLE TO ANGLE CONNECTION 69 12' 0.C. 2' x 2" x .093' STUDDED ANGLE NOTE* THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) O ANGLE BUILD -OUT J SCALE : 3" = 1' -0" t 1 - J 0 W -J 2 u W Z 4 0. cc E O a FASTENER, SEE ANCHOR ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4' �- 2 "x3 "x1 /B'OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP 3, BOTTOM) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A a .e-I■ BY PRODUCT CONT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 020 IMMENIMMINMED Fd ;1 Z w ., Ij — 1-4M. �a vas ri c , H. i0 E'+M 0! O.! • of •, 1 (deslyh by l Nib( [chec[chec byl ked i drawing no. 99 -036 sheet 3 Of 6 TWO - 5/16 "• CALK -IN 0 3 -1/0" O.C. W/ 1" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. W/ S/16 -16 MACHINE SCREW (/l EXISTING C.B.S. ® SCALE : 3" - 1' -0" EXISTING STRUCTURE SEE SEPARATION FROM GLASS SCHEO. (TABLE 2) GLASS OR DOOR © 2" x 2 "x .093" STUDDED ANGLE Z' x3 "x1 /4'x0' -6" 6063 -T6 ALUM. ANGLE (TYP. TOP & BOTTOM) \— TWO- 1/4 -20 MACHINE SCREWS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD * 72 PSF) STORM PANEL SUPPORT BEAM 7 FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION `TYPE 1' 2" x 7 "x 9' -7" MAX. Tf.0.13", Tw.0.055' 6063 -T6 ALUM. LAP BEAM I H Jw Z Zm w <4 -5 OA.. .11: X 5 ZZ 0 0 . wo X tow = y N © DIRECT MOUNT DETAIL SCALE : 3" • 1' -0" 0 ■12 SMS go 12" o.C. ti : 4 I e0 ■ 5- 5 - eta Z J J 4 w z 0. X z 2 "x2':.055" 6063 -T6 CONT. ALUM. TUBE —1 Z EMBED. .Z 1 ' <7 N i A ! 1/4 -20 S.S. MACHINE BOLT & WINGNUT ((o PANEL MIOSPAN OR gi 51" O.C. MAX. MIN. 2" x 2" x .125" CONT. 6063-T6 ALUM. ALLOY OR 16 GAUGE GAL V. STEEL ANGLE 1/4 -20 MACHINE SCREW 0 6" O.C. 1/4'0 RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK 0 6" O.C. ig 2" x 2' x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) 2" x 2" ALUM. TUBE BUILD -OUT STORM PANEL BUILD -OUT SCALE : 3" - 1' -0" O SCALE : 3' . V -0 O ALT. CORNER DETAIL Q SCALE : 3" a 1' -0" STORM PANEL 2" x 2" x .093" STUDDED ANGLE 1/4 -20 MACHINE SCREW STUD & WINGNUT 0 6" 0.C. FOR TYPE I & 11 AND @I 12 0.C. FOR TYPE 111 1/4'0 THRU BOLT ft 12" 0.C. ANGLE TO ANGLE CONNECTION 1/4 - 0 RAWL CALK -IN P 11' 0.C. W/ 7/8" MIN. EMBED. INTO CONCRETE W/ 1/4 -20 MACHINE SCREW ,= 1' . d i a ; n 1 -1/2 • 1-1/2" 2' xMx 1/8 6063 -T6 ANGLE \\ NOT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAO s 72 PSF) n 2" x 2" x .093" STUDDED ANGLE I •I 2" x 2" x .093"j STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORI'' BUILDING CODE DAT ANN $ BY PRODUCT CO L DIVIS+ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q - o2o$•o2- 1/4 -20 M: :REW STUD & w 3 6" O.C. FOR TYPE ) 12" O.C. FOR T m 4 0 0 - J LL 5A L7 z 0: 0. N 4 z W 0: 0 4 2 W 0 z .4 .0 0 0 515 5r r 5- '0 .? 515 v W N r- - ": In 0 0. CC W fn (0 J 1n 0 5 < 0 IL rr N 0 < L N W f- < v O N N Y > W N W X 0I 0' 0� I ® -; o.1 0 � I c c .0 c' �.i K 1 PROFES FL Lice Q"No. PE 00 AS NOTED design by 1 v/IC 1 [ drown by Mcl [chocked 61 VA( drawing no. 99 -036 sheaf 4 of 6 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) ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS CO 6" O.C. W/ BAR & BOLTS NO BAR (TYPE 11I ONLY) W/ NO BAR 40.0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 =5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 50.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4. 3 60.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 8- 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 3 -3/4 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1-1/4. 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 _ 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 1 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD w (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS CO 6" O.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" 0.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS @ 6" OR 12" 0.C. (TOP & BOTTOM) * L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 -5 11 -4 11 -4 40.0 8 -5 11 -1 11 -1 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 65.0 7 -2 9 -10 9 -0 70.0 6 -7 9 -8 8 -8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3 -1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 .,• 4 -11 3 -3 200.0 2 -3 4 -8 3 -1 TABLE 1 - STORM PANEL SCHEDULE NOTE: FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. ANCHOR SPACING SHOWN -IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH 0RIDA BUILDING CODE DAT nDO _ 0 BY PRODUCT CON 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0..4 0 Z CO W Is U o n 0, M CO Q Q w ad = r U w N w z 2 1- o, 41 43 m m Q a 0 LL z a a z Q x W 0 a z Y 0 S 'o 0 0 P 4 0' W J 4 0 CC 514 0 7 a J r d• m T E 4 s - design by vnc (drawn by MC [ch.ck.d by� l VAC J drawing no. 99 -036 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQU RED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD ( W) PSF MAX. 8/4• EDGE DISTANCE 5• -0" MAX. SPAN 8' -5' MAX. SPAN 11' -4" MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 1 4 5 BP VHi 0O0M 1 -3/4- MK 4.8 12!12 12 12 12 12 9 9 10 12 12 5 71 7 9 NII.1111g1111N'01111111 . 1/4 WOOD LAG SCREW W/ 1.3/4 PENETRATION (SHEAR ORAJNI PARALLEL 62 12'12 12 12 12 12 5 7 8 9 12 3 51 6 7 72 12:12 10 11 12 12 4 6 6 8 12 %j 41 5 6 92 12 ; 7 8 9 10 12 3 4 5 6 12 � / /'/ 4 1 4 5 200 12_. 4 4 5 12 % 4 4 5 12 j� 4 ■ 4 5 1 - 3/4' MN. 48 12' 12 12 12 12 9 7 10 12 12 5 5 7 9 ‘ II=11IIIlllllltPl'11■11111111pt.1 u4 - 0 W000 LAG SCREW W/ 1 - 3/4 - PENETRATION (SHEAR PERPENDICULAR To GRAN) r 62 12'12 9'12 12 12 5 5 8 9 12 3 4 6 7 72 12 : 12 8 11 12 12 4 5 6 8 12 .. 3 1 5 ' 6 92 12. 7 6 9 10 12 3 3 5 6 12 3; 4 L tin 5 200 12 Vii`: 3 4 5 12 L 3 4 1 5 12 %% 3 1 4 5 V.I. K . PROFE5 • EL Lic a No PE • 0` 83 / .I! ANCHOR TYPE O.t• 01/26/99 scale 1 drown by AS NOTED J MC design by )(checked by VJK I VJI( drawing no. 99 -036 sneer 6 of 6 I EXISTING I STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. r EDGE DISTANCE 3- EDGE DISTANCE 5. -0- MAX. SPAN B' -5" MAX. SPAN 11' -4_ . MAX. SPAN 5' -0 MAX. SPAN IV -5" MAX. SPAN 11 -4° MAX. SPAN CONNECTION 1 2 TYPE 3 1.!5 CONNECTION 1 ' 2 TYPE 3;4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 1 4 5 CONNECTION 1 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 9,000 PSI CONCRETE 8 46 12 12 12 12!12 12'10 1119 12 12 711 8 6 9 12 12 12112 12 12112 12 11 12 12 6 12 8 11 ' 1/4'44 POWERS CALK - W/ 7/0' 6 1/4 SIDEWALK CALK 13 /4 rlA0) /RA W L EM. BED BOLT 62 12 12 12 11112 12 5 8 1 7 9 12 5 6 5 7 12 12 12 12 12 12, 7 12 8 12 12 4 10 6 9 72 12 12 12 10 1 12 4 7 i 6 8 12 O 5 A. 6 12 12 12 12 12 12 5 12 7 10 12 3 9 5 , 7 92 12 7 9 7; 11 12 3 5' 4 6 12 / 4 3 5 12 9 12 9 12 121 3 9 5 8 12 3 7 4 1 6 200 12; 4 3 1 5 12 4, 3 5 12 48 48 4 3 5 12 3 7 4! 6 12 3 7 4 6 12 3 7 4 6 48 1212 12 7;1012;4 814 6 12% 8 6 3 4 12 12 12 11 12 5 10 5 6 12 3 7 4 5 62 12 10 11 5 8 12% 6 3 4 9 % /L. 4 /. 3 12 12 12 8 1213 8 4 5 10 A 61 31 3 72 12 4 6l/ 8 F 1 - 1 ' 72 7 11 5 7 7 3� O ©4 J m r 11 9' 5E, 3 1/4'1 POWER YAMAC 1 - 1/Y PIN. -/RAWL NAL - N W / 92 12 ©//�� 5 / 3 //, 7 3 12 4 9 4 6 `- t p 4 on IS 4 J J %168 ) �' j, 7 if/!.! 3 F b'/A61 r / .'i6Eii� �f %/A 7 �/�� %//JSiRI%/.0 //� / 7 BlrJ�6IV'Y�f e E � aEFAN I 114'41 - IN. MIN. ! ''1l11111111111!111HP> ELCO W/ FEMALE 1 C MATE W1 1-12!' EMBED. & 1/4-20 SIDEWALK BOLT 48 12 12 12 8 10 12 4 71 5 6 11 70 5 3 4 12 12 121 8 10 12 4 8 5 6 12 .' 6 3 4 62 12 10 9 6; 7 1' 5, 3 21 4 9 4 3 CI 12 11 11 6 8 1; �' 6 4 4 9 5 3' 3 72 12 6 8 516 10 %� 5 3 4 7 A 3 V 7 12 6 9 5 6 10 r 4 5 3 4 8 ,/ 4 V 3 92 12 4 • 5 '�' 3 6 4 3 '/ � %�� 12 3 12 4 4 f E i =t.'. O' Y / 7EUM, %/.G7/ /.fa%1//, ' 3 �-- /� . %J� /�/ 3 Es 62 200 6 � 3 ///.c QEM/r.©/y/�.% 7 � � 6 � 1 q u' � %/1L%//. / 7 .sia-:fGG�ne ri � 3 111 H�:m.11U611111111111UC 48 12 12 12 810 121 7 5 6 11 / 5 12 12 121 8 10 12 4 8 6 12 6 3 4 62 12 10 9 6! 7 12 %, 5 3 4 9 4 12 11 11 6 8 12 6 4 � 9' 5 13' 3 3 4 I 6 1/4'• ELCO M ALE - 1 :4=4, 1 4 ? W/ 1 - V4' EM MN. BEDM[NT 72 12 6 8 5 1 6 104'//; 5 3 4 7 / 3 0 12 6 9 5 6 10 ; 5 4 8 4'' 92 12 3 6 4 5 f 8 :% 3 ,i 3 6 � - ` 3 A 4 12 3 7 4 5 8 4 4 3 • 7 A 3 200 48 6 12 % / �i�/�/�i 12 12 10!12 i�.6�i/l. 12 6 10 6 7 6 12� %/ %/.ifiYl ii 7 1. 5 7 M / h MOVAii 12 12 12 12 12 12 � IE 6 12 7 8 / EINE 12 3 9 5 : ..1119111111:111!11P11111'!., l ,� 1/4-1 - I/4• ITW TP CON W/ EM ' MN. EDMENT 62 12 12 12 8 9 12' 3 7 1 4 5 11 5 3 4 12 12 121 9 11 12 4' 9 5 6 12 7 4 4 72 12 8 11 7; 8 12. 6 4 5 9 5 3 3 12 9 121 8 5 4 1 8 4 5 11 6 3 4 92 12 4 8 J 5, 6 10 f 5 3 3 i 8 4 4 % . < 3 12 5. 11 1 6 7 11 6 :• 3 4 9 5 3 3 200 8 J 4 3 // , 8 / 4 ✓ 3 8 3 4 A; 3 9 1 5 1 3 3 9 5 3 3 9. 5 3 3 as mall 1 /4'0 SLEEVE 3 48 12 1 11112 12 6 8 6 8 12 a 6 5 5 12 12 12112 12 8 12 8 10 12 4110 6 7 „1 62 12 12 11 8 !.10 121 3 6.5 6 12 4 5 3 4 12 12 121 11 12 12 4 10 6 7 12 . 7 1. 5 DYNA80LT AAN'NoR EMBED. 72 12 8 9 7 1 9 12V 5 4 5 s 10 4 3 3 12 10 121 9 11 12 3 9 5 6 12 - 6 1. 4 92 12 8 7 5; 7 - 11 / • 4 3 4 9 4 3 A 3 12 6 121 7 8 12 1 7 4 5 11 • 5 3 4 200 9 %/.1111 ©f 3 9 E© B / 11 E 5 3 4 ' � ©N.,a 5 3 4 C 48 12 12112 12;12 12 9 101 9 11 12 48 7 8 12 12 12112 12 12 11112 12 12 12 6 12 9 62 12 12 12 12;12 12 5 8 ; 7 9 12 5 � 5 6 I 12 12 12112 12 12 6 12 9 11 12 4 10 7 8 1111{q ~ tl� ll ) D ROP - V4-o IN PO W 3 /4 ERS /RAW4 • HEA i ( W/ 1 - 1/4 - MIN. EMBED. 72 12 12 12 1112 12 4 71 7 12 4 5 12 12 12 12 12 5 11 8 9 12 3 8 6; 7 92 12 7 9 8.10 12 �� �% 5 1 5 6 12 4 5 12 8 12 10 12 12 3 9 6 7 12 C� 7 5 1 6 200 12 A 4 4 5 12 r � 4 1 4 5 12 /"/����" %/!M 4 5 12 r '/•7 7 5 6 12 7 5 6 1 12 7 5 1 6 ;.11MI,It!,N1Willlt :1/1111`. 3/16'0 ELCO TAPCON 1 -3 /B' MN. EMBEDMENT 4.8 12 12'8 5;6 10. 3 5 1 3 3 7 4 � / f� % A 12 12 11' 6 7 11 3 6 3 1. 8 ' 4 Yr 3 62 12 6 6 45 /�/A I�/�/M/MD/ IiIG'X// %//rl%� 48 12;12 3 % 12 7 8 1 4' 5 8E 5 a 3 6 E 3 RA 72 11 4 5 3 4 mown 62 5 ERNE 12 4 7' 4 4 OE 4 soy gum 92 8 E 4 % 3 12' 7 . 9 %%%7%,'7/ YibG 4 %/�rr/Y//%//.��.�fYit 5 1 3 , 3 i�/•LBiiY/.S7U /ii0%/r%�g%�( 200 4 ��� ����� �qy��' ��/}//���//��,���� %/b%fr/% /m�.04/%/%%.0/A///d 4 �////��� /�//��jr,, ��pp�� /�/,���j� �� y� /wag �y� q/�' :(/•4a:GLG% JIG. iiiS(/./% �7 %/Alilti8'.If%i%.GE�Asrii7//and PASTENER MAXIMUM SPACING (INCHES) REQUIRED POR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUC ANCHOR TYPE LOAD (WI PSF MAX. r EDGE DISTANCE 3• EDGE DISTANCE 5' -0" MAX. SPAN 8' -5" MAX. SPAN 11• -4' MAX. SPAN 5' -0' MAX. SPAN 8' -5" MAX. SPAN 11' -4" MAX. SPAN CONNECTION TYPE 1 : 2 3 4 5 CONNECTION 1 TYPE 2 3 4 . 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION TYPE 1 2 1 3 4 1 5 CONNECTION 1 2 TYPE 345 CONNECTION 1 2 TYPE 3 4 5 -- HOLLOW CONCRETE BLOCK 111 48 12;12 11 6 8 12 4 6 3 1 5 10 4/ 3 12.12112 711 121 5 101 4 6 12 7 3 4 612 9 8 4 6 10% 5 A 4 8 3 4 3 12 6 8 121 3 7 1 3 5 10 - 5 3 1/4'• POWERS /RAWL CALK -IN W/ 7/9' EMBED. & 1/4 - 20 SIDEWALK BOLT (3/4 MAO) 72 rI 4 3 �(//� Y�Z.Y' /.(G/ 12 ; 7 11 5 7 !� !� 'YY�%Jf/. 6 1 3 4 Y //� %1.0�%/�G //� 3 92 12 3 5 3 4 7 y • y / j / 3 1 8 mar 5 m 3 7 a 4 RR EN 200 1/j /, % / /�ii'%//•i'(/.f'/. yy M%/ / M � i /� %/J.E%// fi12 - ///1 OMM EEI CIEM EIM � / � 48 48 12!12 10 5 6 10 . 3 3 g/a, 12;12112 61 7 11 3 7' 3 4 8 %/ /il/ � 4 3 62 12; 6 8 4 � 3 © � 12 ' 7; 9 4 5 aregr�� E, F 1 - 1 ' 72 1�1 ! 4y; 7 3� 4 6 % //yam. � N ��/ � � 12 : 4 : 8 4 1 4 �� E. 1/4 Po A L-IN �wt 1 -I /0 MN. EMBEDMENT 92 f<S/3i Gi�i '2 3 5 1// % //. 3 %/G 4 gong % /�l/�(i %// /0 6 ( 3 1 3 ��y�y�� Y-Z•r%.f, EMI � Ea 5 / MINIM ; 6 / E 3 E 4 200 M 131111M M xr IIIIJJJJ��yyyy PANEL - 1 /4"44 PIN. EMBED. SIDEWALK 11111111111111111P- ATE FEMALE ELCO FE 1-1/4' t 1/4-20 BOLT 48 12.12 12 8 10 12 4 7 5 6 11 1/; 5 3 4 12 12,12 8!10 12 4 8 5 6 12 62 12 10 9 6 7 12 % S 3; 4 9 ri 4 ti• 3 12 11i 11 6! 8 6 4 4 9 5 3 3 72 1216 8 5 6 10% 5 3 , 4 MUM 12 6 9 5'61���/i/ Era 55 /y 3 / 4 � �Y ff ai� us �/� 3 3 / E i EE, r 92 12' 3 6 4 5 8 % 3 va 6 //•' €, AY E 1 3 7 4 5 Y% 3 200 E i GIII�I iii�N ''//�/� /����� yA 3 � / van ll�-NI li''//�//,• % // a 3 r j% //i a m//( i / •111111•d1111111111111111P:,- 4.8 12'12 12 8 10 12 7 5 6 1 5 4 12'12 12 8 10 1214 8 5 6 12 V 6 3 4 62 12110 9 6 7 12 % 5 3 4. 4 '( 3 12' 11 11 6 8 12.W 6 4 4 9 5 3 3 1 ELCO MALE - PA MNELM E w/ 1_1/4- MW. IN. EM EM6eoMENT 72 121 6 8 5 6 10 a 5 3 4 3 „1 12 6 9 5 6 10 5 3 4 8 4 4 4 3 92 121 3 6 4 5 8 3 6 M%y % ///Y/ /� � 12 4 S �, MEIN E 3 3 ES, U E/ 20° 11211, 3 j%/Y .E/ra ©N.,a //• E ■Mll!!111111L!1111!f,11H11111P. 1/4'• ITW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT 48 12112 7 4 5 8 1 4 4 3 6 VA 2.12 9 1 4 5 FIE 3 6 0� a A 62 10 5 5 3 3' 6 r 3 En C//.f/.WA'/iyT/ 11 6 1 7 3 1. / , ��//��� / 3 ""`�/�jj,, 72 ma �� ��/�� �/.////. //� ero /�����/����j % 10 3 . 6 3 3 �'rte�•� Y%.f�/.i��l'///.M 4 /"/����" %/!M 'G 92 j�j%/tijM� '� /%//M. %� /i%Yr �N !C�y IGI 12, 12;12 y //g 5; 7 "'IMMMM� �� 111 3 7 1 3 4 � • 'q, / �/,. '/, 200/� /�/A I�/�/M/MD/ 48 12;12 8 4 5 8% % 3 ammo !111 mown 62 - 1 3 7 // y / / / � .fi / � 5 E M /y' % / � � / ///} / / / y Y / i � // 12' 7 . 9 4 5 YibG 3 rE/� Y p �� / �H y �/. M O, � y� L 1 1/4'• SLEEVE DYNABOLT ANCHOR W /1 -1/8 MIN. EMBED. 72 9 . 3 �� 3 Auroras %////Y s 12:4 ! 8 ' 3 . 4 / / q , � i �� �/�'/.%% ��f% /i! 92 'ill ✓ / ✓ ��� /E // /`'�� 6 3 ' 3 =MN 4 ©/ 200 ���'q��///j % p7.% /1i�%/�4■'�i//J.E 4 7 �/�, 7 37 / ��/� n©m%/ MERE i: � f/ � /// E ��� MIM s. /y/ FINE W � ////�/�%�j��y� /i�(/.%/.iI�� 3 �%/rllii%rY �G��I7i��/ a Mfg �,�yy �/y� .d11111111111P ,11111!Illilll!111! 1 0 M N EMBEDMENT 48 12'1216 3 12:12.8 4 1 5 62 9 4 5 3 3 5.jii%%a�%//.(%%/%% � 10 5: 6. 3. 4 Y/,biiy�(j//x y' �/� 72 UE/• �"//.1/, � // � yq FI�%�� il f/� %� /�/l.' y/�EIM� %�/.��a i��' /�i/Ai /y���/�EI/��y Ie %%� i�i %� // /�r/��1�y���i3/3 9 2 � :f� BME Mr/� % MAMA M%//J �9�����3��yy;�5��� MI MS, FIN M rl//1!%i9'/.ME /� 200 i i'/.G/i�/�l ✓ /.lCi%/ /� % / /e� Q • m 3 / M M �%�/��/y�� //y/ � 68 r 12 12 12 12 12 9 12 9 /1 12 5.12 7 8 11111111111111U111111N' 62 IWAry rierW, / /�/�12 //• �j� ' 12 ! 12 12.12 1 12 5 12 7 8 12 3 9 5 6 , ' SCREW Roo I 72 I�/ /y jZAV/ 1GlI/�/ j���%�Hj/.%/iSM%//3 /y12 j� 12 12 i 12 m® 12! 4 10 1 6 7 ®= 1/4.20 ANOIOR W / EPCON EPDXY SCREW w/ 2 MN. EMBED. 92 % V �i � / � // 4 � 6 1 12 8 10 8 : 5 6 E/ 6 4 4 200 y�/✓// /,,/�y j � '6 /} Y f / i .% / %X/.7//%/Y/. 1 12 2' '' !! %(' i../J. �i'/% rl/. C'✓/ lG. �(// wY�%%. 1'/ .j%H%A�/Y/.%//rITY //�YiS7KY/•�/ 6 4 4 E/ 6 4 4 ANCHOR NOTES, SPANS & LOADS SHOWN MERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECa9C LOADS MUST BE LIMITED TO THOSE SHOWN N TABLE 1. PAGE 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE 0551044 LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BU8DIN6 ANO CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS PASTEN TO NARROW FACE OP STUD FRAMING. FASTENER SMALL BE LOCATED N CENTER OF NOMINAL 2' x 4' (MN.) WOOD STUD. W000 SHALL 65 SOUTHERN PINE G OR BETTER DENSITY. 1. 01/27/99 10: 49 ANCHOR SCHEDULE P.,STENER MAXIMUM SPACING (INCHES) REQUIRED POR VARIOUS DESIGN LOADS AND SPANS 7. ANCHORS SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 0. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR W000 FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OP EXISTING STRUCTURE. REQUAREO FOR DIRECT MOUNT 0 6' OR 12' SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA pUILDING CODE DAT rAAt e o BY PRODUCT CON oil DIV :S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO O2 L n IA W 1- 0 eV 47 (A S U 1UJ N W z 3C ci N c 0 N B L g di ; 0' 01 o 0 1 CI