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835 NE 92 St (9)Date Legal Description CM A. Owner/Lessee / Tenant s i' di, Ot aN " '0 G3 Owner's Address WA5 t• F__„ -v"), 1 && r (( 1 t1 ( Contracting Co. YN -.) A `,1 Address Qualifier K N1 a KO,�AA -e r SS# - - , Phone3 V qt- 3° State # Municipal # Competency # ay Ins. Co. 9 _QM\ Lei Rs C - Address \ O-- - - Architect/Engineer WORK DESCRIPTION _���' Ql G) Square Ft. 3 `q OWNER'S construction S igna 'Ye of : jI ": d/or Condo President Notary as to Owner and/or Condo President My Commission Expires: LEE CICK : [ COMMISSION GC —. EXP1RFS SEP 13. aFA ;' e� ; BONDED THROUGH ADVANTAGE NOTPrw FEES:` Pt KM RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address . Tax Folio t lz - 5 ' 0 061 d4‘ 4 -13fc Historically Designated: Yes No 9P e - t5 - Date 4 - I-5 Date C.C.F. Estimated Cost (value) Signs e of Contractor or j 7 7E9()1 Building Electrical Master Permit # Phone S 1a 3 Bonding Company ,„.....-- Address Mortgagor ---- Address Permit Type (circle one BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. I • ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating Furthermore, I authorize the above -named contractor to do the worK,s tated. Date t Notary as to Contractor or Owner - Build Date My Commission Expires: ��� p��. LEE C. PICKER . comtsioN #t CC774804 ... -7, r'' «t ;gip H ye� ;a ADVAK AGE NOT /. 0 NOTARY © -- BOND TOTAL DUE Plumbing Structural Engineer S , . i E9 I ) --1. V \/ V ■ / r 3 3 A ?) c , fic,) _ i 4 ,S Tc CUSTCMER NAME: 7 t7 , ../ C s-T. - _J cc C ENV FiCCF / - 2 5..AK FiCCF JILtNG WICTh: LENGTH.: 'INCCW 1-!EiG147 AECVE GRACE: I • ! 1( (0 9. ja. )27 xo), 11)( y 5 - 7 s f Pos iT G is 33 BUILDINGS EQUAL OR LESS THAN 40 FEET HIGH ROOF SLOPE > 10 DEG. EXPOSURE C MEAN ROOF ELF F T MAX. DESIGN LOADS -PSF EXT. ( +) INT. -) 15 61.5 , 25 52.4 71.5 30 55.2 75.3 35 57.5 78.4 40 59.7 81.5 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 10 SQ. FT. RESIDENTIAL CONSTRUCTION ONLY NOTES: LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOADS FOR SHOWN BUILDING HEIGHTS IN END ZONES. FOR ANY OTHER CONDITIONS /ZONES, DESIGN LOADS TO BE EVALUATED ON JOB TO JOB BASIS. ENGINEER'S SEAL COVERS THE WIND LOAD REQUIREMENTS FOR VARIOUS BUILDING HEIGHTS. SELECTION OF LOAD /HILIGHT NOT BY THE ENGINEER. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 MAY 2 2 2001 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL-FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 262 -6978 a I C AFC-07 Attn: Building Official: Sincerely, Kevin P. Kenne President Aflanfi Shulfers, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels • Accordions • Roll -ups No. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official We are Dade County Notice of Acceptance Holder for the .063 Aluminum Storm Panel under number 01- 0124.15. This letter authorizes - C x' I p d n Aluminum Storm Panels at the following job: 15421 West Dixie Highway, Bay 23 ► N. Miami Beach, FL 33162 (305) 945-7277 ► Fax: (305) 945 -1131 to use our .063 • M I A M I•DADE • PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the manufacturer. APPROVED: 04/12/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 Your application for Notice of Acceptance (NOA) of 0.063" Aluminum Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -63.9 ACCEPTANCE NO.: 01- 0124.15 EXPIRES: 03/26/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County 1uilding Code Compliance Office \ \s045000I \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Fe) Homepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No.: 01- 0124.15 APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 04/12/2001 03/26/2006 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0208.02, which was issued on March 4, 1999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. W e/ 1 -loamy A. Makar, P.E. - Product Control Examiner Product Control Division et Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0124.15 APPROVED 04/12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 1-lelmy A. 1'O(akar, P.E. - Product Control Examiner Product Control Division N N 0 0 N I -1- � JW � WJ ZZCD J LUZ, ZO 40 O-I WW xWT E tnv CC J 0 LL w J -J w Z a a X a - TYP. VARIES: 5.00" MAX I ANGLE O SCALE 3" = 1'- 0" WIDTH UNLIMITED I (PERP. TO PANEL SPAN)! 6, 1 (TYP.) SECTION FASTENER Ca 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S.F. AND @ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P S.F. • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 01/18/01 12:34 PRODUCT MARKING PRODUCT MARKING LOCATION `(OPTIONAL LOCATION) TYPICAL ELEVATION - TYPE I TOP MOUNT f PIECE 0.0. O. OR 8 1" x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECED OR O5 STORM PANEL SCALE . 3" = 1'- 0" 1/4 -20 X 3/1." MIN PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 093" TYP. I -- � JW Z WJ Z ZZm w Jaa -J WF , Z Za a a o W d 0 F- ��NO X ww a xWT z c ,/1u J N w OVERLAP FASTENERS TYP (SEE NOTE # 6) 6 ..i (TYP ALUM ANGLE CLOSURE PIECE 1" x 2" x 055" MIN TO 2"x5"x 055 " MAX. 05 "' 25 "' (ZAMAC 3 ALLOY) WASHERED WINGNU SCALE WIDTH UNLIMITED (PERP TO PANEL SPAN) SECT ON HALF SIZE TYPICAL ELEVATION -TYPE II 1/4" MAX �� 6 00" COVERAGE 7 50" HALF PANEL TOP MOUNT PIECE OR OR OIR CT MOUNT PLAN VIEW 03 1" x 1" TUBE & FASTENERS (SEE PLAN VIEW & NOTE 6) +-- BOTTOM MOUNT PIECE® OR OR DIRECT MOUNT I1 /4" MAX `0 8 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE 1 -1/2" = 1' -0" 0 JW WJ Z ZZ W J a a J _J .W WZ , Z Z� a ROW o_ fNp X Wwi a xwI F E vlu � J N 0 IL 2 00" "h" HEADER SCALE 3" = 1'- 0" 1 00" 16 GAGE STEEL TUBE SCALE HALF SIZE WDTH UNLIMITED (PERP TO PANEL SPAN) b P SECTION — L 16 GA (TYP ) (T (P EOSER SPACIN REQ. FOR DIRECT MOUNT PICAL ELEVATION - TYPE III 1/2" OVERLAP 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 066'' 0 N 1.055' TOP MOUNT /PIECE® OR OR DIRECT MOUNT BOTTOM MOUNT PIECE 4 OR OR DIR CT MOUNT NO FASTENER & TUBE REQUIRED TO HOLD PANEL SEAM TOGETHER FOR THESE MOUNTING CONDITIONS. 1-1/2"7,t/ MIN. ( 7 751" , 066" 1 2 "U" HEADER OPTIONAL ANGLE O SCALE . 3" = 1'- 0" ® SCALE . 3" = 1'- 0" 066" . '' '3 0 7';6 6 6 " 090 so (TYP 55" 12 000" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1991. EDITION 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A.S C.E. 7 -88 "A'IINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3 STORM PANELS SHALL BE 5052 -H32 OR 3001. H -34 ALUMINUM ALLOY, 0 063" THICK, WITH A MINIMUM Fy OF 26 K S I (BEFORE ROLLING). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U 0 N L. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALV STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN TENSILE STRENGTH OF 60 K S.I. 6. FOR TYPE I OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS, AT MIOSPAN, WITH 1/L -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIOSPAN. (SEE TYPICAL ELEVATION). TYPE I OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I ANO II FOR PANELS SPANS LESS THAN 33", OVERLAP FASTENERS ANO 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 MATERIALS USED IN PRODUCT TESTING. 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201. 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) 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. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 0 0 FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S.F AND Ca 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P S F APPROVED AS COMPLYING IMTH a�re Z E- I ( L " _ V.1 KNEZEVICH °.1JFF.`.RSIO / �y�L ENG✓IEER I FL. Ll ens�No: PE 001 .5183 I 2 2001) SO UTH FLORIDA BUILDING CODE O 0 118 i 01 DATE /1 BY . ,' .- �. �� - (de. gn by ircnec4ed K v ( VJK ( V1K PRODUCT GONTP,OL DIVISION drawing n o BUILDING CODE COMPLIANCE OFFICE O 1 -2 1 O ACCEPTANCE - 012_4. 5' ' sheet 1 of 7 EXISTING CONCRETE. HOLLbW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR N /a Lu /L 0 w W l7 t II w 01/18/01 12 :35 GLASS OR DOOR ANGLE TO WALL DETAIL SO CONT (TYP TOP & BOTTOM FINI - AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4" 1/4 -20 MACHINE BOLT & NUT � r @ 12• "O.C. CONT FINISH MATERIAL STUCCO. ANO /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" FASTENER. SEE 1/4 -20 MACHINE BOLT ANCHOR SCHEDULE. 8. WINGNUT (n 6" 0 C. REF. CONNECTION 'TYPE 5° FOR TYPE I & II AND (nl 12" O.C. FOR TYPE III E MBED V - • SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) A O WALL MOUNT SECTION SCALE 3" = 1' -0" X11 li r Nob 0.11111111U \111 / EMS 0 I Z!' wIw J I wI4 ZI- 4 Iw auj X • 4 z 1/4 -20 MACHINE BOLT & WINGNUT B 6" O.C. FOR TYPE I & II AND (a 12" O.C. FOR TYPE III 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE4" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (TYP TOP & BOTTOM) x SIDE CLOSURE REQ•D. (SEE SECTIONS OF ELEV ) O D BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" O 1/4" MAX w - J 4 I- w w L/1 F- z GLASS J OR DOOR J w z 4 a X 4 PANEL TO ANGLE DETAIL SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) PLYWOOD AND STUCCO FINISH 2" x 6" P T WOOD BLOCKING O _ / 1 1 �; 7� •unawntinr, r�inm:::e:::s:•- Ni1Z1 I ° = EMBE (MAX. DESIGN LOAD _ 72 PSF) — WOOD FRAMING FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION'TYPE 3" CONT NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. V-7-1 WALL MOUNT SECTION (BOTTOM) SCALE . 3" = 1' -0" SCALE 3" _ 1' -0" PLYWOOD AND STUCCO FINISH 1/4" MAX NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION TWO 1/ x 4 -1/2" S S LAG SCREW (nl 24" 0 C MAX W/ 1 -3/4" PENETRATION IN CENTER OF STUDS }- 1/4 -20 MACHINE BOLT & WINGNUT p 6" O.C. FOR TYPE I & II AND @ 12" 0 C. FOR TYPE III ©CONT FOR WOOD BLOCKING USE 1/4"0_x 1 -3/4" S S LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" O.C ED T. RE a w 4 EQ (TABLE 2) CONT 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. - OCONT (TYP TOP & BOTTOM I I , ply ! EDGE DIST /( w E w FASTENER SEE CHOR SCHEDULE. NNECTION "TY G /INSIDE OUNT SECTION SCALE 3" = 1' -0" EXISTING STUCCO FINISH (TYP 1/4 -20 ° CHINE BOLT & WIN I UT 6" 0 C. FOR TY I 8, II AND (7a 12" 0 C FOR TYPE III I X 4 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRET HOLLOW BLOCK OR WOOD FRAMING. SE ANCHOR SCHED BA ON TYPE OF STRUC GLASS OR DOOR NOTE Iw. F o 06 CONT GLASS OR DOD SCALE 3" = 1' - R E C SEE MIN PANEL SEPARATION FROM GLASS SCHED THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" C 1/1." MAX O w J w z 4 CL X 4 E w m 4 I- w w to w J 4 I- w w I1 • & WINGNUT @ 6" O.C. FOR TYPE I & II AND 1/4 -20 MACHINE BOLT ✓ FASTENER SEE EMBE• ANCHOR SCHEDULE. @ 12 0 C FOR TYPE III . 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 SIDE CLOSURE REQ•D. (SEE SECTIONS OF ELEV ) HEADERS U & (J CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED ASCOtviPLYING ALT. BUILD -OUT MOUNT SECTIONS FLORIDA BUILDI — TE /I Z/ BY PRODUCT C(> ROL DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCEPTANCE NO.OI - c t 2. L} . ) UZ m13 z,-: m e.i W m W ° W <0 2 ? —o '� O d O LL co IL �� g g ; Qw ti( �- H 1 U 0, u =w _ o > Z 2 i 2sz S N z wIn i J 2 z0 2 0 N 0 =1 w o _ Z o,) AI< .,Q 0 0 6 'Is UIO I ' - --. ._ J _ F V.J. KNEZEV3M -1 P F.OFE SS 10N AL fc N GM E E R FL LiceneE, No: PE • • 983 2 200 01/18 C ale 1(Oravn b1 , AS KO TEO ( AJ (de .gn by ��CheCheO byl I V/ K V 1 K drawing no 01 -210 sheet 2 of 7 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEM SA PAN 2" x 5" 5 . -0 " 9 ' -5 .' Tw = 125" 8 -0" 8' -1" Tf = 125" 2" x 9" 5' -0" 15 -11 Tw = 125" B -0" 13' -7" Tf = 125" THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O.C. MAX. CONT. 4" x .250" ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES - 01/18/01 • 12:35 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) G SOFFIT CONNECTION DETAIL O SCALE . 3" = 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 1/4"0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2"x2 "x.093" STUDDED ANGLE EMB l 1-1/2" 1 -1/2" O (MAX. DESIGN LOAD _ 72 PSF) WOOD ROOF TRUSS 2" x 2" x 093" OR FRAMING MEMBER ALUM STUDDED ANGLE z w J T #14 SMS BETWEEN TRUSSES @ 12" 0 C FINISH MATERIAL STUCCO. AND /OR PLYWOOD w w w N FASTENER. SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 4" 2 "x3 "x1/8" OR2 "x 5" x 1/8" CONT ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD _ 72 PSF) O ANGLE BUILD —OUT J SCALE 3" = 1' -0" 1/4" MAX EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR L EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE M #12 SMS @12 0C •;••.••aahW• .ti.: I.. .......N.. 1/2 "0 THRU BOLT p 12" 0 C. 1/4"0 POWERS RAWL CALK -IN @ 12" 0 C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER (MAX. DESIGN LOAD - 72 PSF) O H "PASS THRU" DETAIL SCALE : 3" = 1' -0 " 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 @ 3 -1/8" 0 C. W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE OIST (MAX. DESIGN LOAD = 72 PSF) K O HEADER MOUNT DETAIL SCALE 3 ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 2" x 2" x 093" STUDDED ANGLE r MAX 1/8" TILE 1 FINISH MATERIAL 2" x 4" x 1/8" CONT 3 / 4 " PLYWOOD ALUM. TUBE (6063 -T6) 1/4"0 POWERS RAWL CALK -IN @ 7" O.C. WITH '7/8" MIN EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 12" 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 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.01 0I ZL{ . LS 0 w E w EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE F,.DIS T EDGE MOUNT DETAIL SCALE 3" = 1' -0" 2" MIN EDGE 2'" MIN J� 1/4" STUD @12 "0C X E m (MAX. DESIGN LOAD _ 72 PSF) O TRAP MOUNT DETAIL L SCALE 3" = 1' -0" • 5/16" 0 POWERS RAWL CALK -IN p 5" O.C. W/ 1" MIN. EMB. 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 (a 12" O.C NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) 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 (n 6" O C.FOR TYPE I & AND p 12" O.C. FOR TYPE III x - 2" x 5"' MAX x 093" E STUDDED ANGLE -J w Z a. m Z w -J U Z ; — w -w co w I z < s — z , y t/) Qw cc U o >z N w y Z z 0 Y � J Z_ 2Q J 4. Q2 cc coo OU) O c 0 N flare en () • - 0aa A � 3 i'cp = w • Z UM C3 E" •ear E (4 r , o n c o V.J. KNEZEVJ PFDOFESSIONALL N EER FL LIc fi No: PE 001 903 0011 01/18/01j I ccale Drawn by I •S.0T(OI( ny Oeugn� o r cneck ) JK drawing no. 01 -2 sheer 3 of 7 TWO 5/16 "m POWERS RAWL CALK -IN @ 3 -1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST W/ S/16 " -18 MACHINE SCREW SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 01/18/01 12:38 2" x 2 "x .093" STUDDED ANGLE (MAX. DESIGN LOAD _ 72 PSF) #12 SMS @ 12" D.C. 2" x 3" x 1/1." x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4"o THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O M STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" USE REMOVABLE ANCHORS ONLY p 6" O.C. MAX FOR TYPE I & II AND (nl 12" O.C. MAX. FOR TYPE III. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR \•-•/ DIRECT MOUNT DETAIL SCALE . 3" = 1' -0" J 4 Z Q II a = X; It3 W J 2" x 7" x 9' - 7" MAX. Tf= 0.13 ",Tw = 0.055 "I 6063 -T6 ALUMINUM LA BEAM #12 x 1" ALUM. TEK SCREW OR 300 SERIES S.S. TEK SCREW @ 8" 0 C. TYP FINISH MATERIAL STUCCO, AND /OR PLYWOOD z Q a Q FINISH MATERIAL S TUCCO AND /OR PLYWOOD , AN 1" OR 2' 1" x 2" " x 2" to J � z X O Z W J 2" x 2" x 093" STUDDED ANGLE 1 /4 "0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK (a 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD _ 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL N O 2" x 2 ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" 1/4 -20 S.S. MACHINE SCREW BOLT & WINGNUT (al PANEL MIOSPAN p Si" O.C. MIN. 2" x 2" x .125•' MAX 4" x 4" x 125" CONT 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE STORM PANEL © ALT. CORNER DETAIL SCALE . 3" = 1' -0" 055" 6063 -T6 ALUM TUBE .. x-1/4 -20 MACHINE SCREW STUD & WING NUT (E 6" 0C FOR TYPE I & II ANO (D 12" 0 C FOR TYPE III - STORM PANEL 1/4"0 THRU BOLT 12" 0 C. ANGLE TO ANGLE CONNECTION 2" x 2" x 093" STUDDED ANGLE 2 "x3" 2" x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3" -EXISTING CONCRETE • OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NON- STRUCTURAL NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD _ 72 PSF) SCALE 3" = 1' -0° STORM PANEL BUILD -OUT 1/4 - - 20 MACHINE SCREW STUD & WING NUT (1 6" 0C FOR TYPE I & II AND (u1 12" O.C. FOR TYPE III 2" x 2" x 093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 DATE BY PRC DUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.pt '-{ • is 'h N d r n D--1 3 3 ' o° S Z Q W m1 - av r 2 Z 6 • Q. V u) Ca coo ZH ow 4 4 E•.4 0 •-• • Ca J.J. KNE7 IPROSESS1O WIL . EN 1 FL Ltann - e No: P 00 •983 1J NEEM 2 Oli isle 01/18/ jsc ] O rav n by� l wS NO'(D ♦v C Ees.gn by Irc hoc%etl by( 11 V J KJ Oravono no 01-210 J II sheet 4 of 7 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) W/ BAR & BOLTS NO BAR (TYPE III 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 10 -0 S 0 2 -1/2 2 -1/2 1 - 1/4 0 2 -1/2 - -1/ 1-3/1. 8 8 2 -1/2 2 -1/2 1 -3/4 8 -2 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 3-3/1. 3 70 0 5- 0 2 -1/2 2 -1/2 1 -1/4 8 - S 2 -1/2 2 -1/2 2-1/1. 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 1-1/1. 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 3-3/1. 2-3/1. 100 0 4 - 0 2 -1/2 2 -1/2 1-1/1. 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 1-1/1. 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 5 - 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2-1/1. NEGATIVE DESIGN LOAD w (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS @ 6" 0 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 (nl 6" OR 12" O.C. (TOP & BOTTOM) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 - S 11 - 4 11 - 4 40 0 8- 5 11 - 1 11 - 1 50.0 8 - 5 10 - 6 10 - 1. 60.0 7 -9 10 -0 9 -5 7 - 2 9 - 10 0 6- 7 9- 8 8- 8 75.0 6 -2 9 -6 8 -2 80.0 5 -9 9- 3 7 -8 900 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 - 5 - 1 130.0 3 -7 7 -2 4 -9 140.0 3- 3 6- 8 4 L. 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 - S 4 -11 3 -3 200 0 2- 3 4 - 8 3- 1 01/18/01 12 :38 TABLE 1 - STORM PANEL SCHEDULE NOTE. FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER f 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'MTH THE SOUTH FLORI 'A B ILDING CODE DATE A 12 O 1 BY �. %/ PRODUCT C• ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 OI - 2_ (- j • 15 z W W � I— D Qo _o Ua Oa W (n 6 < W 08 w U z w= N W rn z o Y u a > 0 date z z e a o O if a draw.nq no V.J. KNF.7.E CH1 PROFESSION WE IN EER( FL I_Fjen .e No: P L^ O 0983 • 2 2001 _ 01/18/OJ ' I (dra.in by 5 NOTED Il ay] de 7gn Ircnecked oy1 V /N t V ixJ 0 -210 sneer 5 of 7 I ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING . STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2" 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 1 TYPE 2 3 4 5 CONNECTION TYPE 1 I 213 � 4I 5 CONNECTION TYPE 11 2 1 31415 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 415 CONNECTION TYPE 11213145 MIN. 3,000 PSI CONCRETE n "E /4"m CALK EMBED. SIDEWALK /4 � POWERS/RAW -IN W/ & 1/4 BOL °m H J 7/8" -20 48 12 12 12 12 12 121101 11 9 '12 12/ 8 1 6 1 9 12 12 12 12 12 12 12 12 11112 121 6112! 8 111 62 1 12 12 12 11 12 12 S 18 1 7 1 9 12 6 15 17 12 12 12 12 12 12 7 8 1 12 121 4 1101 6 1 9 t /2 12 12 12 10 12 12 1 4 1 7 1 6 1 8 12 / 5 1 L. 6 12 12 12 12 12 12 5 12 7 110 12 3 1 9 1 S 1 7 92 12 7 9 7 11 1213 5 1 4 1 6 12 4 1 3 5 12 9 12 9 12 12 3 9 5 8 121 3 1 7 1 L. 200 12 / 4 3 5 12 4 1 3 1 5 12 1 L. 1 3 5 12 3 7 4 6 12 3 7 4 1 6 121 3 1 7 1 4 1 6 48 12 12 12 7 10 121 4 1 8 1 4 j 6 12 6 1 3 9 % WA 4 3 12 12 12 12 12 12 8 11 6 8 12 12 5 3 10 8 S 1 6 4 1 5 4 121 3 1 7 1 1 5 10�. 6 1 3 1 3 62 12 10 11 5 B 6 1 3 1 4 1/4 ZAMAC 1-1/8" POWERS /RAW NAIL -IN W/ MIN EMBED. 72 12 6 9 4 6 10 / / 12 7 11 5 7'E 7 3 4 EIWAVAI � / 92 12 3 7 3 5 c��/ �//�IW / // / 12 4 9 L. 6 /// 3 3 200 7 'AEI/ .. �i� %��� V/ AF � /�;� /f / /i� %J�III // ��A�i�%�1 � 5 ��1 i�A i� %i%!///.f ` V " 1/4 - 0 PANELMATE MIN. EMBED. SIDEWALK 48 12 12 12 8 110 121 4 1 7 1 5 1 6 11/ 5 1 3 1 4 12112 121 8 10 121 4 8 5 6 12' 6 1 3 1 4 62 12 10 9 6 1 7 12/d 5 (3 1 4 9• 4 V 3 12 1 11 11 1 6 8 12 6 L. 4 9. 5 1 3 1 3 , 111111111111111111 1> ELCO W FEMALE / 1 & BOLT BOLT 72 12 12 6 8 S 6 3 6 4 1 5 10 E lWi� %(IIiII /� /�IWWA 121 6 1 9 1 5 6 5 10' S 3 L. E 4, 3 WAWA � A 92 714 12 ( 3 AllEIV . ��/ J � �IIIk iSllilll%//i'AIM fr A 48 12 12 12 8 1 1 0 1 2 1 4 1 7 1 5 1 6 1 1 ' 5 1 3 1 4 1211211218 10 1214 8 1 5 1 6 12 j 6 1 3 1 4 62 12 10 9 6 1 7 1 2 / ' 5 1 3 1 4 9 4 1 3 121 111 111 6 8 121% 6 1 4 1 4 9 ./ S! 3! 3 1 1 Emu 1 1 1 1 1 1 o r _ . 1/4 "PWNE MIN. 'm ELCO MALE MAT E" EMBEDMENT 72 12 6 8 5 6 1 0 ' � � W i 1 2 1 6 1 9 1 5 6 5 10 % 5 1 3 1 4 EMIT j IEV :�� �/� � 92 12 3 6 4 5 EI IVAIII %� 121 3 1 7 (4 200 6 jsI ��I IWi��I �I j�%iI/i��I�I� % �� IilV.'��I�%Z/ /� 4 8 12 12 12 10 12 1 2 1 6 1 10 1 6 1 7 12 1 3 1 7 1 1. 5 12 1 12 1 12 1 12 1 12 1 2 1 6 12 71 8 12 1 3 1 9 5; 6 'b1111111111111111111SIIII 1/4 "0 ITW TAPCON W/ /4" MIN. EMBEDME , 12 12 12 8 9 1 2 1 3 1 7 1 4 1 5 Er Er 5 1 3 4 12 1 12 112 1 9 012 9 14 m 12 3 8 1 Ief' 4 H 1 2 7: 4 1 L. 7 2 12 8 1 1 7 8 6 1 4 1 5 y/ 5 3 3 12 9 12 1 8 1 ( 1 11 5 1 3 1 4 92 12 4 8 5 6 1 0 ' � / / i � � � �G � � 3 121 5 1 11 1 6 7 6 � / / 3 1 4 9 Alllil 200 8 /, llErAII�'/ i � �/�� /� / //Jii�i�% �j, �/ /�� IIIi. 11tip/// 5 I 3 1 3 fig/// S 12 1 8 12 3 1 3 8 1 10 WANED 12 1 4 1 10 1 6 1 7 48 12 12 12 1 1 12 12 1 6 1 8 1 6 1 8 12 1 3 1 6 1 5 5 12 1 12 1 12 j 12 1 12 ,� 62 12 12 11 8 10 1213161516 12/ 513 4 12112112111112 121 10 617 12 1/71415 SLEEVE W/1 "m DYNABOLT ANCHOR -1/8" MIN. EMBED. 72 12 8 9 7 9 12 V/ 5 1 4 1 5 10 1 4 1 3 3 12 1 10112 1 9 11 121 3 9 5 1 6 12 6 1 4) 4 1 1 " 5 1 3 1 4 92 12 8 7 5 7• 4 1 3 1 4 i � % i l a / / � 12 1 6 1 1 2 1 7 1 8 Mr 7 4 1 5 200 9 A© jR - ME 1/1. W/ 48 12 12 12 1 2 12 121 9 1101 9 111 121 5 1 8 1 7 1 8 12 1 12 1 12 1 12 12 12 1 11 12 12 1 12 121 6 1 12 1 9 110 m ( 1 -1/4" 62 12 12 12 1 2 12 121 5 1 8 1 7 1 9 121 3 1 6 1 5 1 6 12 1 12 1 12 1 12 12 121 6 12 9 1 11 121 4 1 10) 7 1 8 POWERS /RAWL DROP-IN m HEAD) MIN. EMBED. 72 12 12 12 11 12 12141 7161 12 .7 5 12112112112 12 121 11 819 121 92 12 1 7 9 8 10 r 1 2 5 1 5 1 6 12 . 4 1 4 1 5 12 1 8 1 12 1 10 1 2 12 1 3 9 6 1 7 12 7 1 '5 1 6 200 12 } } jA 4 4 5 12 41 Z. 1 5 12 i 4 1 4 1 5 12 � 7 1 5 6 12 A 7 S 1 6 12 1 7 1 5 1 6 3/16 1 48 12 12 8 5 6 1 0 1 3 1 5 1 3 1 3 IM � / / A 12 1 12 1 11) 6 7 11 1 3 6 3 4 62 12 6 6 4 5 ��% /� 121 7 1 8 1 4 5 IYIEii'//% 33 illllllllllllllllllllllllllllllll ►> "0 ELCO TAPCON -3/8" MIN. EMBED. 72 11 4 5 3 4'Mir ' �J I 4 � 12 1 L. 7 1 4 4 II // A e A 92 8 A I 3 %/ I I I I � / � � � � I Y V /// ///1//���4 10 A 5 1 3 3 A / �� � 200 4 v 01/18/01 12:39 ANCHOR NOTES 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN 4 REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = 0.55 OR BETTER DENSITY 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN EMBEDMENT INDICATED ABOVE. 8 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 WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLO IDA BUILDING CODE DATE • 2 / C.) BY .� PRODUCT CO (' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.nt-0124. in U z Z to - W U)'- - 1- 3 — o O a � y ( Q ecsa __ U > WI] N= Wu) Z z v 0 > u K N d ^ Q I :a 3 .c .0 ° N � z " z • CA Ca pysI Z E j ( - V.J. KNEZEVKIN P93FEss W t1PLEt7Hi NE En FL Lic, e No: PE QO 0983 L1 J ;N 2 _2_001 a/e 01; 18/01) ale i(dravn Oy (de.egn by I(checwen oyA ( V /K J V 114 Graving no 01-210 sheet 6 of 7 COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES, INC. 01/18/01 12:29 ANCHOR SCHEDULE ANCHOR SCHEDULE n3 .....Y. FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Z D N v D X a w I- ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE - ANCHOR TYPE LOAD (W) PSF MAX. 3/4" EDGE DISTANCE 5' -0" MAX. SPAN 8' -S" MAX. SPAN 11 -4" MAX. SPAN S' -0" MAX. SPAN 8 -5" MAX SPAN 1 MAX. SPAN 5' -0 MAX. SPAN 8' -5" MAX SPAN 1' MAX. SPAN CONNECTION 1 TYPE 2 3 I. 5 CONNECTION TYPE 1 2 3 14; 5 CONNECTION TYPE 1 1 Z 3 1 4 5 CONNECTION TYPE 1 (2 3 4 5 CONNECTION 1 TYPE 1 2 1 3 45 CONNECTION T 1 i 2 i 15 CONNECTION TYPE 1 1 2 3 1 4 S CONNECTION TYPE 1 1 2 1 3 4 1 S CONNECTION 1 TYPE 48 12 12 9 11 8 6 �— L 8 6 12 1 4 i 16 1 3 S 10 S 4 10 1 r 4 8 • 3 i 3 12 12 12 12 7 6 11 8 12 S 110 12 1 3 1 7 1. 6 3 I S 12 i 4 10 3 , 1-3/L.' MIN 4 8 12 112 112 112 112 12 1 9 9 110 12 12 12 3 5 , I 121 5 1 7 r 8 9 I 6 2 12 11 1 12 6 2 12 ; t 2 j 12 112 112 i\\ l' 1/1."(t• POWERS �nnnnmm�mut[tmD /RAWL 72 12 S 7 4 S e f r i � % � l l % � � 1 2 1 7 1 1 1 S 7 � r / / � � % _' 1/4"0 WOOD LAG SCREW W/ 1 -3/L. PENETRATION PARALLEL (SHE ) TO GRAIN 72 1 2 1 1 2 1 1 0 1 1 1 1 1 2 121 7 18 9 I , 0 12 4 j 6 6 8 12 12 12 /�/ 1. CALK -IN W/ 7/8" EMBED. & 1/4 -20 SIDEWALK t.. HEAD) 92 12 3 5 3 4 �i! %�l,�U /� /r / / / / /// 121 3 4 5 �i!!f�/ / 92 12 3 14 1 5 (6 2 00 fib /��� � / / ���� /// �Ii�fij C F / � � /'ill /� / � �� / //� � MOM i 1 � 8 lri.��lllllj� il�i�/���I 1 2 1 12 1 12 1 6 1 7 �I,� /// �l;/ 1 1 1 3 1 7 1 3 1 1 . JAW //.1 8 : 3 200 12 . 4 ! 4 1 S 12 j . 1 4 1 5 48 12 12 1 1 0 5 6 101 3 1 6 1 3 3 1 - 3 / 4 " MIN 4 8 12 :12 ; 12 1 12 112 12; 9 1 7 '10112 12 5 / , 62 12 6 8 4 1 5 ✓ %������ /.�� EIG'///// 12 1 7; 9 4 1 5 9/ /� 5 5 V , 3 6 � 4 /� 62 12 i 12 9 j 1'Z j 12 12 5 5 1 8 1 9 12 3 I ; llttlli[1n1 t1U1n1� 1/4"m POWERS /RAWL ZAMAC NAIL -IN w/ 1 -1 /8" MIN. EMBED 72 11 4 7 1 3 1 4 /IEVAIEW� / ��/ / // �� /�/ 12 (4 i 8 4 1 4 5 6 / 3 ' 5 / 3 :A 5 j y /// S j� 1/c."0 WOOD LAG SCREW W/ 1 -3/4" PENETRATION (SHEAR 72 12 112 ;, 8; 11 112 12 ; 4 1 5 6 1 8 12 92 )1, Z 10 /� 6 3 3 92 12 ! i 6 9 10 ■ 12 % . 4 3 ; 4 : 5 12' 3 , 3 5 6 12 7/ 3 , 4 • 5 12 ' �� 200 5 / / 3 i i 5 / 3 �/,4 ,4 200 .. 12 ., i ril r yc pp _ 111 \, I�In�`�,� 1PANELMATE FEMALE ' / 1-1 MIN EMBED 1/1 -20 SIDEWALK BOLT 48 12 1 1 2 1 1 2 8 11 12 1 LI 7 ; 5 6 11, 1 3 IL 1 2 1 12 1 1 2 1 8 110 1 2 1 44 1 8 1 5 1 6 6 ; 3 12V 4 ANCHOR NOTES 62 12 9 6 7 I ( 12 ;513 4 : .3 9% 4� 12 11111 8 ( 12;1 a 6I 4 1 ,L 9 % 513.3 72 1 2 1 6 1 8 1 5 1 6 10 5 1 3 4 �i% i% 7 % 3 �%� / / / %��'�// // i /// i t �r/i�i�I�lIs%/ 12! 6; 9 1 5 1 6 10; 5 1 3 1 4 8 4 3 i 8 ' 4 3 7 1 3 y � / 7 / 3 / //A / 1 SPANS SHOWN ONLY ALLOW BLE SHUT SHUTTER SPACING & SPANS OR SP CIIF C LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN 4 GRATER THAN OR EQUAL TO SHUTTER SPAN REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION 5 MINIMUM EMBEDMENT AND EDGE DISTANCE c ` XCLUDES WALL FINISH OR STUCCO h WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN ) WOOD STUD WOOD SHALL BE SOUTHERN PINE G = 0 OR BETTER DENSITY 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ED ABOVE. ENA T IONS WITH MIN 8 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 S BO 92 12 3 6 1 1. 5 1 1 1 12I 3 1 7 1 4 15 ��//// �j,y � 200 48 1 2 62 12 1 2 1 1 2 1 8 10 101 9 6 1 7 1 2 1 4 1 7 1 5 1 6 11=111011111 1 2 1 1 2 1 1 2 1 8 10 121 111 111 6 8 1 2 4 1 8 1 5 1 6 IIIr 6 4 1 t. 1 2 j / / 6! 3 ■ 4 9 � , . / • 5 3 .3 x imIt m mmy> 1/, .. ELCO ATE ` W/ 1 -1/4 " MIN EMBEDMENT 72 12 6 1 8 5 1 6 10' Iii I� �IG /i �♦���Ii / ��� i 41 121 6 1 9 1 5 1 6 10 / S 13 1 4 e/ / �� 1 A 8 4 jj 3 7 3 `j/ 7 / 3 /�7 G 92 12 3 6 4 1 5 1 12 3 1 7 1 4 S /4 200 Ii� K 48 121121 7 4 1 1 ( 5 ♦ ��11 :1rA � ♦� T YPE 12 i 12 1 9 1 4 1 5_M 6 �// 4 j (-j�tf>�f11 1 101 5 5 1 3 3 / ♦ 'w � r �� / r ��� A 111V ��'I� %� , Z A �� A I 111 6 17 13 a'7 4 . 6 3 ' /� 4 %;/AA: 5 - 4 / ! / / / / / i� 3 �� ■ANCHOR 11 «��� 9 3 S �' �� / 10� 3 � 6 i 3 3 3 1 1/4"0 ITW TAPCO r// 1 -1/4 MIN 92 � ///A 'J"' EMBEDMENT 2 I �I� % /M/ � � i " , ' �� %I�'� I�I�� , �/ %/,� !//if/ �� /// /AEW � 48 12 12 5 8 I L. 1 S 6 1 3 4 / / "�I�j% //�� 12 12 121 5 1 7 11 13 7 1 3 1 4 IIIIIIIIIIF 6 2 i 1 12 7 9 4 5 M 3 . 4. A "0 72 9 3 5 1 3 1 3'�� ����� j / / �j /♦ � /���� , / / / / / / / /�✓` 12 Z. 8 3 1 4 / Wj 5 3 • 3 / w/ 4 3 j �i:__�: 1/4 DYNABOLT SLEEVE ANCHOR EMBED. ' 92 �� / '■�I� ��' � ■[ / ��� 6 3 1 3 / 200 �� / , �� !! r ���% �� / /��� id +I j�� ✓ /. 9 / DESIGNATES CONDITIONS. _ WHICH ARE .NOT ACCEPTABL JScS 1 �t�'��'11���tt��� 3 E MIN. TAPCON 1 -3/8" MIN. EMBED. 48 12 12 6 1 3 4 I 1 II� � r,A10 ' ♦►Jl��lfU�'�II�%/ � r ' / / �/�I riff, iff,A / / �/ ! C � / �I / % // ♦ 12 112 1 8 1 4 1 5 �/,, I / 11131VAMI //� I�j 6 ,. L. if 4 i �% , ; y - V.J. KNEZEyfDH FHOFESSIONA 'ENKINEER FL LIc �tl3 P� 2 Z 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW 3LOCK, OR FRAMING WOOD. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT G IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE • -E REQUIRED FOR DIRECT MOUNT @ 5" OR 12" SPACING ONLY SPACING NOT TO EXCEED VALUE SPEC) r1 �VE� ASCOMPI COMPLYING SO UTH FLOR DA 8U LDING CODE DATE � Z 1 I BY V / PRODUCT CONTROL �J DIVISION 5 3 62 9 1 4 1 1 3� 101 S 6 1 3 1 L. 9 1 3 5 3 72 �,/ �'� 92 . / � /Air � / / / / / / /� A �%/ A r /� ♦ ,, � A 1 2 1 1 2 1 1 2 1 1 2 1 1 2 12 12 1 t2 12 12 1 1 r/ // / ��i 3 3 A 121 5 112; 7 8 200 4' Ai 48 A W 62 %/ � /✓ �i / /� , i � % i � % / / / � � � j � � � � % / / j � / ���� /�/ 1 2 1 9 1 1 2 12 5 12 1 9 1 1 1 7 I 8 - '��1��"�l���l`u� a o' 1 12 3 9 S 5 1 c an ' d -. - " • — l aes.g a O � « « � < a b,l v,"j �2 SCREW ROD) r / r r 72 � � 11 ��� �� /� / /��� 12 112 112 10 12 1 1 12 14 ; 10 5 ; 7 12 8 ' 4 S 1/4_20 ITW EPCON ES M ANCHOR W / S ri 2 MIN MACHINE �✓ / /`� / � / 92 / / // / / /// �/ j/i/ 12 1 6 1 12 1 8 / � �/ 10 8 5 1 6 � �f 6 ! L ; j 12 0 L 12 6 4 4 r a�J � "o a q l [ 01 -21 0 l _ ) 200 ��� / �� �� 12 / 6 1 4 I. iG�EE iEi /�i; /�� 12 6 I. 1 L BUILDING CODE COMPLIANCE OFFICE _ [ _Sheet of 7 ) 01/18/01 12:29