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1999 SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date A3I9.9 Job Address �Q ! P 9 / TiW LTax Folio 1 , 3 D -Z® O2 Legal Description tF 1'1 , 131k • Z Go Or-/ PA* /C._ Historically Designated: Yes No Owner/Lessee / Tenant 6.QE c 2 � 5 EA.. Master Permit # L/ L I 7 OS Owner's Address ' N 1 j - ` G Phone C � �� ) Contracting Co. Q \,( Address Qualifier a L - rY -14 -L Z- SS# - Phone S - c State # Municipal # Competency # Ins. Co. Architect/Engineer Address - Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION - 1 CD k. I - 1 - 0 Cal' J14C)44 �S Square Ft. ,3 L . 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. OWNER'S AFFIDAVIT: I construc '.n : d zonip: Furth Signature er and/or C President Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT 67,)-C RADON that all the foregoing information is accurate and that all ork will ore, I authorize the above -named contractor to do the or stated 53.9`1 Date N6tary as to Contractef or Owner- Builder C.C.F. °IP/77 Estimated Cost (value) 1/4`7 . My Commissi NOTARY 7, OF R. S OFR I GAL NOTARY SEAL SM N ? 0 couvassloN Nu MY COMMISSION EXPIRES DEC. 17,2002 s regulating S-- 6- 9• s'5 Date Date T'a a- O a APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Electrical BOND TOTAL DUE 93• g� MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 Ga. Galvanized Steel Storm Panel 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0105.03 Expires:01 /04/2000 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 Dade County, Florida under the conditions set forth above. Approved: 02/05/1999 Internet mail address: postmaster @buildingcodeonline.com "Ir a'' 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 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division 0„.r. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: htlp : / /www.huildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0105.03 APPROVED FEB 0 5 1993 EXPIRES : January 4, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 96- 0701.02, which was issued on April 10, 1997. It approves a 20 gauge galvanized steel 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 The 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95 -498, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 18, 1995, last revision #2 dated February 26, 1997, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps both with the Notice of Acceptance numbers and approval dates 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 The 20 gauge galvanized steel 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. x/644-- Helmy A. M r, P. E. - Product Control Examiner Product Control Division 2of3 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. 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. 2. 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 need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99- 0105.03 APPROVED FEB 0 5 is . EXPIRES . January 4, 2000 11 1t( — Helmy A. akar, P.E. - Product Control Examiner Product Control Division SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR ODOR - 'XISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM O7 CONT. EXISTING STRUCTURE ANGLE TO WALL DETAIL O A WALL MOUNT SECTION SCALE 3" - 1' -0" WOOD FRAMING SEE MIN. SEPARATION FROM GLASS SCHEDULE ANGLE TO WALL DETAIL TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 3. BOTTOM WOOD FRAMING L — 1/4 -20 MACHINE BOLT 1 WINGNUT ({D 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT L WINONUT Ir0 6 -1/4' O.C. OR 12 -1/2' O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING )SEE TABLE 1) PANEL TO ANGLE DETAIL O D WALL MOUNT SECTION SCALE : 3" a 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE \\ \aN\0a\ \ \" 1 \1. Ii . GLASS OR DOOR 1' x A' x .125" OR 2 "x4'x.125 "AL. TUBE OR 2 x 6" P.T. WOOD SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR OCONT. SMEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP b BOTTOM EDGE DIST. © CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" QCONT. 2 - 1 /4 "d, x 4 -1/2" S.S. LAO SCREW go 24' 0.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL 15 LIMITED TO x 72 - PSF. EXISTING STRUCTURE "s:::1 WALL MOUNT SECTION (BOTTOM) E SCALE : 3" a 1/4" MAX. 1/4 -20 MACHINE BOLT L WINGNUT (B 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING STRUCTURE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE `1/4 "G S.S. LAG - 1/4 -20 MACHINE BOLT LAG SCREW W/ 1 -1/2" L WINGNUT 6 -1/4" O.C. OR PENETRATION INTO WOCD 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING WOOD STRUCTURE EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE (TYP I I GLASS i OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE 1 ' 1 I` EXISTING STRUCTURE EMBED. 1 ITYP) SEE MIN. SEPARATION FROM GLASS OR DOOR SCALE : 3" - V -0" 0 (DIRECT MOUNT) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM . SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O C BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. ANCHORS Im 6 -1/4" O.C. MIN. OR gb 12 -1/2" O.C. WHERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP. TOP L BOTTOM). WALL MOUNT SECTION OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT L WINGNUT 12" O.C. TYP. TOP 3. BOTTOM oR 1 /4' MAX. 1/4 -20 MACHINE BOLT b WINGNUT 6 -1/4' O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) PRODUCT RENEWED ACCEPTANCE No. 1 1-- v 1 O 5. O EXPIRATION DATE C 1/04 4 RODU NTROL DIVISION BUILDING CODE COMPLIANCE OFFIC1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i • ' i �L 10 1 9 � BY PRODUCT C1 TROL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO. C 16 - O'7( 1. Q Z / V.J. KNEZEVICH dat• Drawn by As NOTE b0 J rda•ign by 1. v Al (chacnod bye 1 VA( braving no. 95 -498 •hoar 2 at 02/27/97 12:39 N 1/4" MAX. SCALE : HALF SIZE EXISTING STRUCTURE "F" TRACK .4 6" O WINGNUT SCALE : HALF SIZE 6 -1/4" (TYP) 5.00" 1.50' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION BOTTOM MOUNT 0® OR DIRECT TYPICAL ELEVATION MOUNT REINFORCING BAR W/ FASTENERS AT MIDSPAN. "F" TRACK, STUDDED ANGLE, W/ STUDS (8) 6 -1/4" 0.C. AND DIRECT MOUNTS W/ ANCHORS (b 6 -1/4" O.C. OPTIONAL - 1 f AODUCT MARKING LOCATION O STORM PANEL SCALE : 3" • 1' -0" o I M 11.00" 111111 r 5.00" 3.500" �- TOP MOUNT 2 3©Ll B,) OR DIRECT MOUNT PLAN VIEW 1" x r TUBE 2. FASTENERS) (SEE PLAN VIEW 2. NOTE 8) EXISTING STRUCTURE PRODUCT MARKING (OPTIONAL LOCATION) 1.00 "I OPTIONAL LEG DIRECTION 16 GAGE GALV. STEEL GRADE 0 10 STANDARD CHANNEL SCALE : HALF SIZE X • < u W • O N J N C w j W O Z Z S << a ua o 2: X- , O • u f IA ix O W W LL > tn 14 OPTIONAL 16 0 OVERLAP FASTENERS TYP. (SEE NOTE * 8) 5 16 GAGE GALV. STEEL NGLE CLOSURE PIECE. 1" • 2" MIN. TO 2"x5" MAX. TENSION FASTENER p 12" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 12 SECTION SCALE , HALF SIZE 1.00" 6 -1/4" (TYP TYPICAL "h" HEADER SCALE 1 3" • 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 0 OPTIONAL LEG DIRECTION -= 75 I.75i 11 SOFFIT CHANNEL 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" - 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) P • • L ELEVATION FOR INSTALLATION W/ FASTENERS (19 MIDSPAN "F" TRACK, STUDDED ANGLE, W/ STUDS (m 6 -1/4" O.C. AND DIRECT MOUNTS W/ ANCHORS (ED 6 - 1/4" O.C. 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS p 12 -1/2" 0.C. (TYP) 1/4" MAX.) L EXIST NO STRUCTURE \\,,1/4" MAX. 0 • 0 "h" HEADER SCALE : 3" • 1' DPRODU 4 I 11twirl) ACCEPTANCE No. Q "I — C' 1 c ". l 3 EXPIRATION DATE 01 O 4 /1-00 BY NOTFS: 11 ** 0 PRODU CONTROL DIVISION .938" t • MIN..065" 1 0 5/ B"o GALV. STEEL GRADE D OR ALUM. KEYHOLE WASHER SCALE , HALF SIZE TOP MOUNT 0 (8) OR DIRECT MOUNT 030 DI 5 W L I ~ N J N _ yl l.. O Z 21 1 4 4 10 i0 Y )(! - tu 01U ' � O x1 1641 I U > BOTTOM MOUNT 0® OR DIRECT MOUNT FASTENERS (SEE PLAN VIEW 2. NOTE 8) PLAN VIEW SCALE, 1 -1/2" • 1' -0" 14 "' BUILDING CODE COMPLIANCE OFFICE 1 STEEL TUBE SCALE : HALF SIZE WIDTH UNLIMITED 2.000" 062' Err L L n 1.7 I "U" HEADER (PERP. TO PANEL SPAN) SECTION 12- /2" (TYP) TYPICAL ELEVATION 0 0 N BOTTOM MOUNT u® OR DIRECT MOUN `77 FOR INSTALLATIONS W/ NO FASTENERS @ MIDSPAN. "F" TRACKS, STUDDED ANGLES, W/ STUDS (m 12 -1/2" O.C. AND DIRECT MOUNTS W/ ANCHORS (m 12 -1/2" O.C. MAX. € 91 x 1" x 16 GA STEEL TUBE TYP. (OPTIONAL) SEE NOTE 8 L TYPICAL ELEVATION O. OPTIONAL 3/4" OVERLAP 12 14 GAGE GALV. GALV. STEELA ANGLE CLOSURE PIECE .25" , r_ 1n� 0 {� .093" TYP. tn 6063 -T6 ALUMINUM I' 5" MAX. ANGLE O SCALE , 3" • 1' -0" EXISTING STRUCTURE 16 GAGE GALV. STEEL 2". 3", 4" OR 5" ANGLE SCALE : 3" • 1' -0" 1 -1/2" MIN. 0 + — I 1.50" SCALE , 3" • 1' -0" ift r ANGLE f -;093" TYP. 1/4" S.S. STUD eD 6 -114" 0.C. 1 1.50" O STUDDED ANGLE SCALE : 3" • 1' -0" 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 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 16 GA. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It ..035 ") CONFORMING TO ASTM A446, STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy - 46.7 KSI, GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. 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. FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER•S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. B. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATIONT. PANELS NOT UTILIZING STEEL TUBE SHALL. BE FASTENED AT MIDSPAN W/ 1/ 20 x 1' BOLTS ITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 16 FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS L TUBE ARE NOT REO ED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DAOE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL HOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED- WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE l • I .�r7 BY r' " >•!OJ PRODUCT co.' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( lb - MO 1. Q Z SHEAR FASTENER p 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6" O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. • 4 4 N Z W Z 0 1 Z 0 v N 1 1 (•col• l AS NOTE rd••19n by VA( (dr.vn by 1 ( 00 J (ch•ck•d bye t vM drawing no. 95 -498 •h••1 1 Of 02/27/97 12:38 O AIM�� Ol wRlNIPPOONII II 111 «II OR 1" x 4" x .125' AL. TUBE (OPTIONAL) GLASS OR DOOR SEE MIN. SEPARATION 1LI7 —. -Mama, FROM GLASS SCHEDULE aONT. SEE ANCHOR SCHEDULE S EXISTING STRUCTURE 1/4 - 20 MACHINE BOLT i WINGNUT 0 6 -1/4 0.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) g1 O G SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" 02/27/97 12: ANGLE MAY VARY 2 x r x .125" MIN. CONT. 3105 -H14 OR 6063 -26 ALUMNUM ALLOY OR 18 GAGE GALV. STEEL ANGLE L O ALT. CORNER DETAIL SCALE 3" a 1' -0 THREE 1/4'0 WOOD SCREWS W/ 2' MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER 0 24" O.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES 0 24' 0.C. MAX. 1/4" MAX. 2 x WOOD DECKING WOOD JOIST 1/4 -20 S.S. BOLTS L WNGNUTS Si MIDPOINT OF PANEL SPAN OR 51" O.C. MAX. (TYP) EXISTING STRUCTURE ALT. BUILD -OUT H MOUNT SECTION SCALE y4" -0" SCALE 1 1 -1/2" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY PRODUCT RENEWED ACCEPTANCE Na Ct g O ` S• o 3 EXPIRATION ATE 0 O / ZOO 0 BY PRODUCT '0 NTROL DIVISION BULLDING CODE COMPLIANCE OFFICE EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) 1/4 -20 MACHINE BOLT i NUT 0 2r 0.C. (TYP. TOP & BOTTOM) 1/4" MAX. 1/4 -20 MACHINE BOLT i WINGNUT lm 6 0.C. OR 12 - 1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR SCHEDULE) 3/8 "• HOLE FOR FASTENING PANEL EXISTING STRUCTURE OPTIONAL HANDLE LOCATION 8" x 3' x 1/4" x 1' - 1-1/2" ALUMNUM ANGLE 701 -1/2" x 1 -1/2" AL. STUD ANGLE TENSION FASTENER (SEE ANCHOR SCHEDULE) UUHUH91111q: • Ei1 •I 0 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" TENSION FASTENER (SEE ANCHOR S HEDULE)— NEW STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 1 -1/2" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT i WINGNUT 6 - 1/4' O.C. OR 12-t/r O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 1/4 -20 MACHINE BOLT i WINONUT 0 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL O .o 3/ 1 -- 1 -1/2" ALUM. OR GALV. STEEL SPACERS AS REQ'D TENSION FASTENER (SEE ANCHOR SCHEDULE) PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) O STORM PANEL INTERIOR FASTENING (ISOMETRIC) 0 SEE MIN EPARATION FROM GLASS SCHEDULE SCALE : 3" = 1-0" 8" x 3" x 1/4" x 1' - 1-1/2" ALUMNUM ANGLE 1/4 - 20 STUD W/ NUT 1/4 "G RAWL CALK -IN W/ 7 /8" MIN. EMBED. IN CONC. 0 5 0.C. OR 1/4"0 RAWL STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE 0 8 O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. 1/4 -20 MACHINE BOLT i WINGNUT 0 6 -1/4' 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TYP. TOP i BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK ALUM. OR GALV. STEEL SPACERS AS REQ'D TENSION FASTENER !SEE ANCHOR SCHEDULE) ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a p ' • 19 41P.-) BY !V ._� ! ' PRODUCT CO f DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NOq) V Vf � p t V er N+ CO) 0 Ikc a S W U — N Z La 0 FL L •. • Not PE • •903, scale AS NOTE design by , v-K U z J LU z 0 CC 1- N 4 LL1 N > m a J 0 A 12 0 N .0 • P Y �, 2; Om IA J d 0 a r- 0 in c .2 • • A • 7 0 1D U N 0: LP 0 S 2 CC P .1 2 W 2 0 u 2 0 u P .0 N N V.J. IMONIIMMINIESM KNE VICH PROFES ENGINEER 7 199 drawn by 00 checked by VP( brewing no. 95 -498 sheaf 3 of 4 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W IPSF) FASTENER ANCHOR SCHEL.'ULE LOADS (INCHES) FOR ALL MOUNTING CONDITIONS W/ STUDS ((0 6 -1/4" O.C. FOR STUDDED ANGLES. "F" TRACKS W/ STUDS 01 6 -1/4' 0.C. L DIRECT MOUNTS W/ ANCHORS l 6 -1 /4' O.C. MAX. TOP L BOTTOM TEN. „ Tim S "' SPACING REQUIRED FOR VARIOUS DESIGN MAX. PANEL LENGTH (FT -IN) 30.0 EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE MAX. PANEL LENGTH (L) FT. MAX. PANEL LENGTH (L) FT. 5' -7" MAX 8' -5" MAX. 11' -0" MAX. 5' -7" MAX 8' -5" MAX. - 11' -0" MAX. 3000 MIN PSI CONCRETE W/ 1/4 "0 RAWL NAIL -IN 1- 3 /8" EMBEDMENT 72 6 6 ._„6„..,..,.----;""-', 5 6 6 b 6 6 6 6 156 ,./"-----6----' 6 3 L ___ 3 ,-- - '"" -----. 3 .----' 9 6 6 4 6 3 5 6 -6 230 >_____....- 5 N/A 3 N/ A N/A 4 3 4 N/A 3 " SIDEWALK 1/4 "0 CALK -IN L 1/4 -20 BOLT (3/4 "0 HEAD) W/ 7/8" MIN. EMBEDMENT . 12.5 12.5 12.5 8 12.5 6.25 12.5 12.5 12.5 12.5 12.5 12.5 156 12 6.25 8 4 6.25 3 12.5 12 10 8 8 6 NE lit t 230 8 4 5 N/A 4 N/A 10 8 7 5 5 4 190.0 1/4 "0 TAPCON W/ 1 -1/2" MIN. EMBEDMENT :, 11111111111111111111111111111111� 72 12.5 12.5 10 11 7 8 12.5 12.5 t1 12.5 8 12 156 7 5 / 4 tt 7 / ' 5 230 4 5 N/A 3 N/A N/A S 3 N/A 3 1/4 - o ELCO 11/4-20 FEMALE WASHER• W/ 1 -1/4" MIN. EMBEDMENT irEMMIM � 72 12.5 12.5 1 2.5 12.5 12.5 12.5 12 .12.5 12 12.5 156 12.5 12.5 12.5 12.5 11 t1 72.5 12.5 12.5 11.5 12.5 230 12.5 12.5 to 9 7 / 12.5 12.5 1 .. 12.5 10 / 1/4"0 W/ ELCO MALE "PANELMATE" 1 -1/4" MIN. EMBEDMENT 31f 011111411111111101 MIIIp 72 12.5 12.5 12.5 12 5 12.5 12.5 1 2.5 12.5 12.5 12.5 12.5 123 156 12 12.5 12.5 12.5 11 11 12.5 12.5 12. 12 .5 11.5 12.5 230 t 12.5 10 7 //_ / • 12.5 12.5 10 12.5 7 10 HOLLOW CONCRETE BLOCK W/ 1/4 "a• RAWL NAIL -IN 1 -3/8" MIN. EMBEDMENT 72 6 / 6 4 6 3 6 6.---•-*".-- 6 S / 6 6 156 3 6 N/♦ 4 N/A 3 6 / N/4 6 N/A 4 230 N/A N/A N/A 6.25 7 3 3 N/A N/A 5 S N/A N/A N/♦ 6 12.5 2 1 -5 6 / 9 N/A L 12.5 4 / 6 N/A _A. 3 6.25 l 10 1f�{ 1 /4 "0 CALK -IN & 1/4 -20 SIDEWALK BOLT (3/4'0 HEAD) W/ 7/8" MIN. EMBEDMENT ' 72 10 10 /, / 4 156 230 3 3 N/A N/A N/A N/A 4 6.25 N/4 4 N/A 3 1/4 "0 TAPCON W/ 1 -1/2" MIN. EMBEDMENT :f11V111111111111111111111 \111111111 72 8 11 7 4 S 9 12.5 6 10 4 8 156 5 N/A 3 N/A N/A L / J / 7 N/A L N/A 3 230 N / 3 N/A N/A N/ A N/A N/A 5 N/A N/A N/A 000M 1/4 "0 W000 LAG W/ 1 -1/2" MIN. EMBEDMENT 72 6 6 6 6 6 L / N/A 6 6 6 4 / 6 6 6 N/A / ___. L N/A ' / 156 6 6 ����� �N /A 1111111111111111111111111 11►► 230 / L 1/4 20 BRASS 0 MEAD) W/ 1" MIN. EMBEDMENT '72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 156 6'25 5 ›...„.-3----- 3 N/A 6 5 4 3 3 N/A 90( 1 G\I 230 L 3 N/A N/A N H/A L 3 N/A N/A N/A N/A STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W IPSF) W/ BOLTS L /OR BARS AT MIDSPAN W/ BOLTS L /OR BARS AT MIDSPAN NO BOLTS OR BARS AT MIDSPAN FOR ALL MOUNTING CONDITIONS W/ STUDS ((0 6 -1/4" O.C. FOR STUDDED ANGLES. "F" TRACKS W/ STUDS 01 6 -1/4' 0.C. L DIRECT MOUNTS W/ ANCHORS l 6 -1 /4' O.C. MAX. TOP L BOTTOM FOR STUDDED ANGLE 'F' TRACKS W/ STUDS 0 12 -1/2" 0.C. L DIRECT MOUNTS W/ ANCHORS se 12 -1/2" 0.C. MAX. MAX. PANEL LENGTH (FT -INI MAX. PANEL LENGTH (FT -IN) MAX. PANEL LENGTH (FT -IN) 30.0 11 -0 11 -0 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 B -8 70.0 9 - 9 -9 8 -6 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6 -3 8 -4 5 -10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 -8 5 -0 140.0 4- 11 7 -4 4 -7 150.0 4 - 7 7 -1 4 -3 160.0 4 - 3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220.0 3 -2 5 -5 2 -11 230.0 3 -0 5 -2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIW) (PSF) MAX. PANEL LENGTH (FT - IN) • MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR, NO OVERLAP FASTENERS ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/A 2 -7/8 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1 /4 2 -3/8 3 -1/2 1 -7/8 8- 6 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8 - 6 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/A 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/6 3 -1/2 2 -1/8 6 - 8 3 3 3 -1/2 2 -1/4 9- 9 ' 3 3 N/A 3 02/27/97 12:42 ANCHOR NOTES. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 4. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR TRUSS HEAD DOLTS (Fy . 60,000 P.S.I.). j1( SUITABLE FOR DIRECT MOUNT 09 6 -1/4" OR 12 -1/2" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. 1. N/A • E ANCHOR. T A 3 L T A B L E 1 PRODUCT RENEWED ACCEPTANCE No. / ( - O / 0 5 - J • 03 EXPIRATION DATE 01 f 0 4-/ ZO cat, BY PRODUCT i NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE DAT P b 19 'r BY � i�r -' PRODUCT Cs OF DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g 6 _) 0 l .0 0 Z W ^ Olus V ¢ 0 0. t r ars = r U o W Z o BEMIS EMMEN V.J. KNE E CH PROFES • ' A NGINEER FL LI • n PEG' •'83, _ t ocN• Ai N.4 design by vac U z W u > m Q en a- J 0 .0 14 0 N .0 < 0' Y j, Z C) o U1 Q Ill `f o v- p m No 2: W' x • -1. -rf [ drown by l Oa chodl•d by vac throwing no. 95 -498 %fle•t 4 of 4 N 7 1997 1 FLORIDA STORM PANELS 20 GA GALVANIZED STEEL STORM PANEL revisions COPYRIGHT ASSOCIAT