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155 NE 92 StIcy PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date r 0 1 ( 91 L i t Job Address /IC E q- 3 Tax Folio Legal Description 4 ai 2 o 1a I tri/ .2? n/ I4 Sid d .Q- Historically Designated: Yes No Scc / -rh o A oir /a 1 Owner/Lessee / Tenant 1 „ 4-10 h JCL a." - f -4. • Master Permit # .p5 Owner's A d d r e s s / 6 6 /UC 7 2 T Phone Contracting Co. CO C ,-- 1 I C 2 FR 5 6 7 5 Qualifier •A • ) J i o (CQ v L 1 O State # Municipal # Architect/Engineer gr M 5 L= iJG,'' /[ Bonding Company 4 // 5- 27/ - /6 - 1//so Q A NCL Mortgagor Permit Type (circle one WORK DESCRIPTION Square Ft. 3 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 ATTORNE4 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby trade 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 met 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 certify that all the foregoing information is accurate and that : ork will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d k stated. lure of owner and/ Condo ondo President Notary as ( (Owner any i/or Condo My Commission Expir. FEES: PERMIT AO APPROVED: Zoning Mechanical D pai e Gg . 27 e • (.1' -r '° , EUGENE TORRES MY COMMISSION * CC 829408 'i'orINF EXPIRES: Apr 25, 2003 1.80 3.NOrARY Fla. Notary SerNaa & Banding Co, RADON els free / Building LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN C.C.F. /. go NOTARY — Address /' 00 Estimated Cost (value) 2-4 `— Notary as t'. Contra My Commission Ex Electrical 1/ - .n.o6 - 6/3 - e/vd Address 4- 117 A) u) 13.6 S l O p l., y %A SS# Phone 30.( Competency # Ins. Co. Address 2CD 0( C--3 7 6 5 4 `7 Address 7 6&,6 4hZl / J' b S'T N/A-14 ( RL • ■ e of Contractor or Own • • . • 11 •. EUGENE TORRES w MY COMMISSION * CC 829408 '4E EXPIRES: Apr 25, 2003 1-000.3•NOTARY Fla Notary Service & Bonding Co. O Dt c 0 /f BOND TOTAL DUE zru Date 9g- Plumbing Structural Engineer Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685-7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under number 96- 0701.02. This letter authorizes J 2 / FA) IERPR 1 Si S • to use our 20ga.panels under number 96- 0701.02 to be used at the following job: / G Victor V. Cruz President Sincerely, -� or Lam Enrique Revilla Vice- President This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. c. c 12 cr 6 4 D, .3 8")C 3' A 544 ")(_LQ a F_6_ 54 6: 1 )4 52 " 41, 387 x z7 51 1 6 52 � J - 1(7 11 xL4o J (3` )4-72'` N 301 -x32" 38" 4o' Q‘ 44"\ t 9 D r f ft acriM/ S � �L • Aluminum Products Since 1978 4117 N.W. 135 Street Opa Locka, Florida 33054 MIAMI -OADE 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 aulicauon 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 Construi:tion, and comptee.°ly described herein, has been recommended for acceptance by the Miami -Dade County .3uilding Code Compliance Office (BCCO) under the conditions specified herein. This app :oval sha.t! -let 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 ma•_erial 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 Expires:01 /04/2000 THIS lS 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: 02/0/1999 Internet mail address: postmaster @buildingcodeonline.com 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 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0105.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 0 5 1999 January 4, 2000 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 .Z3, 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 :corm 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 C ivision. These documents shall hereinafter be referred to as the approved drawings. 3. L INIITATIONS 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 al: times. 4. Ir STALLATION 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. 1-I g Helmy A. M , P. E. - Product Control Examiner Product Control Division 2 of 3 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. .1.enewal 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. Ai); revision or change in the materials, use, and/or manufacture ofthe 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. Fai ure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. Thi:; 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 D ` . '' ' EXPIRES January 4, 2000 Helmy A. akar, P.E. - Product Control Examiner Product Control Division J j I I( t V n J L.___: 6 -V4 (TYP - 1111 HO$CNA DRNI 2701 M. OAKLAND • PARK SLVD. 1MAtO f►■■10•. rL ))3• SUIT! T10 ►/0)i. 1)05) 001 -5371 /T. LAUOIRDALE. IL )))11 FA* 1)0SI 111 -/)7I ►HONE. 11511 •17 -150• r r i i rtfE>a fitiii 4 20 GA GALVANIZED STEEL STORM PANEL, FLORIDA STORM PANELS, INC. 14475 N.W. 26t17 AVE. OPA LOCKA. FL. 33054 (305) 685 -9000 � I C 0 I I o U<1 .•► f 'O)H35 tlo l3NY COUNTY COM1 /EN I pL. I ra I I I ( - o . L «1 I t i i I ] « I I ) I ___ / V.J. KN ICH -..\ PROFES l FL L n6 No. PE 0 3 • • • 2 19' kU IIIMM .[.1• 14r•v11 D) At NOTED 00 � O•N IC by �I C VA< v. J f Or .ring no. 95 -498 .n..t 1 of 4 J j I I( t V n J L.___: 6 -V4 (TYP - r r i i rtfE>a fitiii 4 4,1, p pL. (VERTICAL OR N 1/'. MAX. • 325" -7- .oes L EXISTING STRUCTURE "F" TRACK SCAL : HALF SIZE J WINGNUT SCALE HALF SIZE 5.00 1.50 I ; 0 WID UNLI (PERP. TO PANEL SPAN) SECT 0N-. 1 .4000CT MARKING LOCATION •T ! 1 1 1.50- 1 12.50" COVERAGE 14.50 TYPICAL ELEVATION 5Y ANEL SCALE : 3' • 1• -0" 10 STANDARD CHANNEL SCALE: HALF SIZE 5.00" 3.500" TOP MOU NT (Ell OR DIRECT MOUNT ©O N VIEW 1" : 1 TUBE L FASTENERS) (SEE PLAN VIEW L NOTE el BOTTOM MOUNT '0® OR marry MOUNT REINFORCING BAR W/ FASTENERS AT MIDSPAN. - F" TRACK, STUDDED ANGLE. w/ STUDS 0 6 -1/4" O.C. AND DIRECT MOUNTS W/ ANCHORS 6 -1/4" O.C. EX ISTIN G STRUCTURE PRODUCT MARKING (OPTIONAL LOCATIONI / 1.00-1 - OPTIONAL LEG DIRECTION 14 OPTIONAL? ..-- 16 GAGE GALV, STEEL GRADE 0 16 OVERLAP FASTENERS TYP. (SEE NOTE • 0) T 6 GAGE GALV. STEEL NGLE CLOSURE PIECE. t • 2 MIN. TO 2 - •S " MAX. TENSION FASTENER p 12 O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 16 GAGE GALV, STEEL GRADED ° I _7-- DP DIRECTION LEG DIRECTION SCALE : HALF SIZE 1.00 - 12 5.00" MAX. "h" HEADER SCALE : 3 • 1' -0 5.00 17s-I 75� --t SOFFIT CHANNEL , GAGE I GALV. STEEL CLOSURE SCALE : 3 • 1• -0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECT ON• r7 T (TYP) TYPICAL ELEVATION FOR INSTALLATION w/ FASTENERS (Ol MIOSPAN - F' TRACK, STUDDED ANGLE, W/ STUDS (m 6 -1/4" 0.C. AND DIRECT MOUNTS w/ ANCHORS (m 6 -1/4" O.C. 1/4 -20 x 3 -l/2 BOLT WITH L go . SHERED WINGNUTS 12 - 1 /7- O.C. (TYP( 1/4 MAX.) L CXIST NO STRUCTURE \�1/4 MAX. :c. TOP MOUNT 0 e • 0 0 .OS 1 '.250 ▪ I 1.710 II ^- "h " HEADER iw) of OR DIRECT FASTENERS (SEE PLAN VIEW 1 NOTE 01 BOTTOM MOUIIT O7 (D OR DIRECT MOUNT PLAN VIEw SCALE. 1 -1/2 . }• -0- 2 r.062- SCALE : 3 . 1 O PRODU 4 ittritw °D ACCEPTANCE No. Q Q - 0 10 5. c3 EY PIRATION ! DATE O O 4/2,000 \11/32 _ GfHfRAL NDT S: PROM) COOL j BUILDING CODE COMPLIANCE OFFICE t. . i o. .3e THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOE 1994 EDITION. 5/9 - 0 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED ' - � FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -9e " MIMMUM DESIGN LOADS 1.0 FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 6 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 SMALL BE 6063 -T6, U.O.N GALV. STEEL GRADE D OR ALUM. } • MI}: .005" KEYHOLE WASHER SCALE ,MALI' SIZE • 14 WIDTH UNLIMITED (PERP, TO PANEL SPAN( SECTION . - 2.000" 062 - fT'Yr1 N r 1.730 •'U" HEADER o °) �16 GA. 0 STEEL TUBE SCALE : HALF SIZE 0 O BOTTOM MOUNT 2- 1(TY/•) _ . _- ...... � OR DIRECT TYPICAL ELEVATION MOUNT FOR INSTALLATIONS w/ NO FASTENERS (D MIDSPAN. "F" TRACKS. STUDDED ANGLES, W/ STUDS (m 12 -1/2" 0.C. ANO DIRECT MOUNTS w/ ANCHORS at 12 -1/2" 0.C. MAX. r I t6�1' ■ T a 16 GA STEEL TUBE TYP. (OP TIONAL) SC; NOTE e L TYPICAL ELEVATION /-C) OPTIONAL 3/4 OVERLAP MIN.T 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE EXISTING STRUCTURE .25 6063 -76 ALUMINUM 3 MAX. SCALE : 3 •. 1' - 16 GAGE GALV. STEEL SCALE 3" • 1 - v2 - I MIN. 4 2 3 - . L" OR S 4 ANGLE 0 0 FLORIDA STORM PANELS. INC. OPA LOCK.... FL DADE COUNTY PRODUCT CONTROL APPROVED SMEAR FASTENER p 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6 O.C. FOR DESIGN LOADS GREATER TMAN 140 PSF. L.... .093" TYP. 1.50 ANGLE ANGLE O SCALE : 3 • T -0" TYP. 1/4 S.S. STUD Im 6 -1/4 D.C. 1.50 - t 0 STUDDED ANGLE SCALE : 3 • 1' -0" 4. PRODUCT MARKINGS SHALL BE WLTNIN tE• BF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 1(51. • 6. MATERIAL SPECEIICATIONS N07E0 HEREIN ARE THE MANUFACTURERS REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TEST5IG. '7. TOP S. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. O. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIOSPAN TO A r z 1 - z 16 GAGE STEEL TUBE USING 1/4 -20 .3-1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACXNUTS ISEE TYPICAL ELEVATION1©l. PANEL % NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIOSPAN W/ 1/4 -20 • OLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATI u FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REOU ED. NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION O. 9. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORTS No. 95 -032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON OTHER 714E SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE NOME OWNER OR TENANT THAT 714E - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED'. APPROVED AS COMPLYING WITH THE SOIfTH FLORIDA BUILDING CODE B DA Y T L: l• I • ° 1. 1 PRODUCT CO.' OL DIV!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0,96 - (Y701,6 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR 1 4 • o 0 0 • 4. GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE .9 \ - - MISTING STRUCTURC TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM CONT. ANGLE TO WALL DETAIL EXISTING STRUCTURE PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE : 3 - 1' -0 WOOD FRAMING / TENSION FASTENER (SEE ANCHOR SCHEDULE) / TYP. TOP L BOTTOM III / i 0 0 Ines- luataam�� OCOHT. WOOD FRAMING ANGLE TO WALL DETAIL O D WALL MOUNT SECTION SCALE: 3 • 1/4 -20 MACHINE BOLT L WINGNUT) 6 -L4" 0.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING 'SEE TABLE 1) 1/4 MAX. PANEL TO ANGLE DETAIL SEE MIN. SEPARATION PROM GLASS SCHEDULE A GLASS GR DOOR 1' x 4' x .125 OR • ru.uF 11111 7 2 • L ..12S" AL L WINGNUT ® 6 -1/4 0.C. OR I UOL VK [ x o 12 -1/2 O.C. USE STORM P.T. W000 PANEL LCNGTM CORRESPONOINO TO STUDS SPACING (SCE TABLE 1) SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR OCONT. EDGE CYST © 1_I L EY.ISTING STRUCTURE :- O CEILING /INSIDE MOUNT SECTION SCALE 3 • 1' -0 •UW0 \\\\UN1 1 \A1. \\N\ \1. MAUMI MI M . •a_•t 41111tttit%t tUtl%t 1.Yt WM. MBEDM 'T EAR P ASrENER .... (SCE AS S CHEDULE) TYP. ToP DOTOM N 0 J u X E OCONT. . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE. USE OF THIS DETAIL IS LIMITED TO = 72 psi 1 /4' MAX. 1/ MACHINE BOLT L ' WINGNUT (1s 6 -1/4 O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) . EXISTING STRUCTURE O E WALL MOUNT SECTION (BOTTOM) SCALE : 3 • EXISTING W000. CONC. DR HOLLOW BLOCK STRUCTURE `1 /4 S.S. LAG - 1/4 -20 MACHINE BOLT LAG SCREW W/ 1 -1/2- L WINGNUT p 6 - /L - O.C. OR PENETRATION INTO W000 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING 2 _ 1/4 x 4 -1/2 S.S. TO STUDS SPACING (SEE TABLE 11 LAO SCREW p 24 O.C. MAX. w/ 1_3/ PENETRATION IN CENTER OF STUDS EXISTING w000 STRUCTURE — EXISTING w000. CONC. OR HOLLOW BLOCK STRUCTURC GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING $ J STRUCTURE EMBED. TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM J (TYP) SEE MIN. SEPARATION FROM GLASS OR DOOR SCALE 3 - • 5 • W ( - < . p GLASS SCHEDULE WALL MOUNT SECTION (DIRECT MOUNT) N_ 1/4 -20 MACHINE BOLT --0 L WINGNUT ) 6 -1/4' 0.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) OPTIONAL LEG DIRECTION 1/4_20 MACHINE BOLT L WINGNUT p 12 0.C. TYP. TOP L BOTTOM . SIDE CLOSURE REGD. (SEE PLAN VtEw) BUILD —OUT MOUNT SECTION sCAL! : 3 : 1" -0 TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER lj OR SIDEWALK BOLTS. ANCHORS p 6 -1/4 0.C. MIN. OR p 12 -1/2 0.C. WHERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP, TOP 1. BOTTOM). © OR 0 1 /4 MAX. PRODUCT RENE'EI ACCEPTANCE No- a / Cl c 1 0 5' O 3 EXPIRATION DATE n 1/c4 /Z o o � p DU NTROL DIVISION BUILDING CODE COMPLIANCE OFFTC� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 8 D y AT .11 PRODUCT Co TROL DIVISION OE MPL OFF ACCEPTABUILDING N CODE NDO q CO , - O 7 IANCE (1 .O ICE Z 0 O•t• • P •` • o J I M As NOTED •••191' try VP( 4 1 I I / V.J. PROFESa+U7..1 c . EER FL Ikons. a PE O 9 1 7 1991' r� I V101 J , I Craving 00. 95 -498 II 1 �. [drawn ••••■ of J. 0_14 -.1 oC CO to O a ONT. s-- L EXISTING 5 TRUCTURC _/ uJ OR 1 x 4 x .125" . TUBE IOPTIONAL) r SE GLASS OR DOOR E Hut. SEPARATION FROM GLASS SCHEDULE SEE ANCHOR SCHEDULE F / V4 -20 MACHINE BOLT S. WNGNUT p 6 -1/4 O.C. DR 12 -112 0.G USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABU 1) to SOFFIT MOUNT DETAIL rO SCALE 3" s 1• -O ANGLE MAY VARY I" ■ 7" x .12S" MN. CONT. 3105 -N14 OR 6063 -1'6 ALI.MMUM ALLOY OR t1 GAGE GAL V. STEEL ANGLE O ALT. CORNER DETAIL L SCALE 3 = 1' -0 THREE 1 /4 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP AT EACH JOIST. TRUSS OR RAFTER p 24" O.0 MAX..) 2 x W000 JOIST. TRUSS OR RAFTER •12 SMS BETWEEN TRUSSES p 24" O.C. MAX. 1 /4 MAX. 2 x W000 DECKING w000 JOIST 1/4 -20 S.S. BOLTS i WNGNUTS (BMDPONT OP PANEL SPAN OR sY O.0 MAX. (TYP) 5 ST RUCTURE- O EQ.+ 1 6 -1 /4" SCALE .. L 1/4 -20 STUO 1 r2 -1/2 SCALE 1 - 1 /r - 1' - 0" CXISTINO WOOD. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) I • EMBED RTP) — GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE Mat ALT. LEG DIRECTION ETYP) °CONT. - 5• CONT, ALT. BUILD -OUT MOUNT SECTION 6 -1/4 INTERIOR FASTENING ANGLE ASSEMBLY PRODUCT RENEWED ACCEPTANCE No. Q I - i O S• C 3 EXPIRATION ATE O 1/0 44-/ to 00 BY 11, PRODUCT TTTROLDINISION BUILDING CODE COMPUANCE OFFICE E / --1/4-20 MACHINE BOLT Z. NUT es 21 (TYP. TOP i BOTTOM) 1/4 MAX. O •— 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 \ TENSION FASTENER (SEE ANCHOR SCHEDULE) 3/6 "0 HOLE FOR FASTENING PANEL 701 -1/2' x 1-1/2 - AL. STUO ANGLE - EXTIN G STR ISUCTUR - tS(E An NCF SC;0(Juo (S[C SEE MIN• SEPARATION •ROM GLASS scHECULE C NE W STRUCTURE OPTIONAL HANDLE LOCATION 1 0 x 3" x 1/4 x T -1-1/2" ALUMNUM ANGLE SCALE • 1 -1/2- • " -0' 0 W "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3 = TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE M.N. SEPARATION FROM GLASS SCHEDULE SCALE 3 = V - 1/ 4 -20 MACHINE BOLT i WNGHUT p 6 -1/4 O.L OR 12_1/2 0.L USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) X 4 114_20 MACHINE BOLT S. wINGNUT p 6 -1/4 O.C. OR 12 -1a" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE G ® IN 5 /B STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK O 0 0 u i J 1 N - 2 4 _ _ "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL a 0 �N 3/4 1/4 ym t -1/2'. PUNCH HOLES 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) - L✓ •'.tuUnt •Ir _ 1 ITYPI .tutu mat, FROm OULE . II SEE MN. :EPARATION FROm GLASS screouu ALUM. OR GALV. STEEL SPACERS AS RCO'O- TCNSION FASTENER (SEE ANCHOR sr-re L/LD 0 W 0 0 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3 = 1• -0 x3" x 1/4 "x1/- 1 -1/2' ALUMNUM ANGLE 1/4 -20 STUO W/ NUT 1 /4 - • BAWL CALK -IN W/ 7 /9 MIN. EMBED. IN CONC. p 5" O.C. OR t /4 RAWL STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE p B O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION. A) SCALE : N.T.S. O STORM PANEL INTERIOR FASTENING (ISOMETRIC) 1/4 -20 MACHINE BOLT i W1NGNUT p 6-t/4" 0.0 OR 12 -t/2" O.0 USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) I TYP, TOP S. BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 1 t_ ALUM. OR GALV. STEEL 1 SPACERS AS REa'D c TENSION FASTENER (SEE ANCHOR SCHEDULE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A , : L ) a. 199 BY V .. LI � PRODUCT CO I DIVISION BUILDING .CODE COMPUANCE OFFICE ACCEPTANCE NO C31 - (? 7 n) . Z J Z 4 0- z L 0 1- to J W 1- Ul Las N_ Z 4 J 4 4 (PROF ESSION KNEZ VICH I PROFESSION ENGWEE FL Llt• • No PE d0 913.. •c•I• Al NOTE O••Ign by vx W 0 > m m &� o .0 LL 0 f1/ O Q X I ; 1 z O Y1 J r Q a mo o= Or•vn by 00 VS( Or•wIn0 no. 95 -498 •H••I 3 of 4 i -I. I I to O a ONT. s-- L EXISTING 5 TRUCTURC _/ uJ OR 1 x 4 x .125" . TUBE IOPTIONAL) r SE GLASS OR DOOR E Hut. SEPARATION FROM GLASS SCHEDULE SEE ANCHOR SCHEDULE F / V4 -20 MACHINE BOLT S. WNGNUT p 6 -1/4 O.C. DR 12 -112 0.G USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABU 1) to SOFFIT MOUNT DETAIL rO SCALE 3" s 1• -O ANGLE MAY VARY I" ■ 7" x .12S" MN. CONT. 3105 -N14 OR 6063 -1'6 ALI.MMUM ALLOY OR t1 GAGE GAL V. STEEL ANGLE O ALT. CORNER DETAIL L SCALE 3 = 1' -0 THREE 1 /4 W000 SCREWS W/ 2 MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP AT EACH JOIST. TRUSS OR RAFTER p 24" O.0 MAX..) 2 x W000 JOIST. TRUSS OR RAFTER •12 SMS BETWEEN TRUSSES p 24" O.C. MAX. 1 /4 MAX. 2 x W000 DECKING w000 JOIST 1/4 -20 S.S. BOLTS i WNGNUTS (BMDPONT OP PANEL SPAN OR sY O.0 MAX. (TYP) 5 ST RUCTURE- O EQ.+ 1 6 -1 /4" SCALE .. L 1/4 -20 STUO 1 r2 -1/2 SCALE 1 - 1 /r - 1' - 0" CXISTINO WOOD. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) I • EMBED RTP) — GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE Mat ALT. LEG DIRECTION ETYP) °CONT. - 5• CONT, ALT. BUILD -OUT MOUNT SECTION 6 -1/4 INTERIOR FASTENING ANGLE ASSEMBLY PRODUCT RENEWED ACCEPTANCE No. Q I - i O S• C 3 EXPIRATION ATE O 1/0 44-/ to 00 BY 11, PRODUCT TTTROLDINISION BUILDING CODE COMPUANCE OFFICE E / --1/4-20 MACHINE BOLT Z. NUT es 21 (TYP. TOP i BOTTOM) 1/4 MAX. O •— 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 \ TENSION FASTENER (SEE ANCHOR SCHEDULE) 3/6 "0 HOLE FOR FASTENING PANEL 701 -1/2' x 1-1/2 - AL. STUO ANGLE - EXTIN G STR ISUCTUR - tS(E An NCF SC;0(Juo (S[C SEE MIN• SEPARATION •ROM GLASS scHECULE C NE W STRUCTURE OPTIONAL HANDLE LOCATION 1 0 x 3" x 1/4 x T -1-1/2" ALUMNUM ANGLE SCALE • 1 -1/2- • " -0' 0 W "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3 = TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE M.N. SEPARATION FROM GLASS SCHEDULE SCALE 3 = V - 1/ 4 -20 MACHINE BOLT i WNGHUT p 6 -1/4 O.L OR 12_1/2 0.L USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) X 4 114_20 MACHINE BOLT S. wINGNUT p 6 -1/4 O.C. OR 12 -1a" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE G ® IN 5 /B STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK O 0 0 u i J 1 N - 2 4 _ _ "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL a 0 �N 3/4 1/4 ym t -1/2'. PUNCH HOLES 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) - L✓ •'.tuUnt •Ir _ 1 ITYPI .tutu mat, FROm OULE . II SEE MN. :EPARATION FROm GLASS screouu ALUM. OR GALV. STEEL SPACERS AS RCO'O- TCNSION FASTENER (SEE ANCHOR sr-re L/LD 0 W 0 0 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3 = 1• -0 x3" x 1/4 "x1/- 1 -1/2' ALUMNUM ANGLE 1/4 -20 STUO W/ NUT 1 /4 - • BAWL CALK -IN W/ 7 /9 MIN. EMBED. IN CONC. p 5" O.C. OR t /4 RAWL STEEL DROP -IN W/ 1 MIN. EMBED. IN CONCRETE p B O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION. A) SCALE : N.T.S. O STORM PANEL INTERIOR FASTENING (ISOMETRIC) 1/4 -20 MACHINE BOLT i W1NGNUT p 6-t/4" 0.0 OR 12 -t/2" O.0 USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) I TYP, TOP S. BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 1 t_ ALUM. OR GALV. STEEL 1 SPACERS AS REa'D c TENSION FASTENER (SEE ANCHOR SCHEDULE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT A , : L ) a. 199 BY V .. LI � PRODUCT CO I DIVISION BUILDING .CODE COMPUANCE OFFICE ACCEPTANCE NO C31 - (? 7 n) . Z J Z 4 0- z L 0 1- to J W 1- Ul Las N_ Z 4 J 4 4 (PROF ESSION KNEZ VICH I PROFESSION ENGWEE FL Llt• • No PE d0 913.. •c•I• Al NOTE O••Ign by vx W 0 > m m &� o .0 LL 0 f1/ O Q X I ; 1 z O Y1 J r Q a mo o= Or•vn by 00 VS( Or•wIn0 no. 95 -498 •H••I 3 of 4 .- NEGATIVE DESIGN LOAD V IPSF) I ANCHOR r -- J SCHEDULE 11313101 FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) w 1.7 IX Z --- u N D X CC W F- ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE MAX. P ANEL 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. Ili I 3000 MIN PSI CONCRETE 1 /4.`m RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 72 6 6 6 S 6 6 6 6 �d - 3 s r M 3 6 L N/A/ 3 156 5 6 I a ® -� 230 t' N/A N/A 8 -8 1 /4"9 CALK -II: L 1/4 -20 SIDEWALK 90LT (3 /4"0 HEAD w/ 7/8 MIN. EMBEDMENT 'JfE I D 7Z 12.5 12.5 12 12.5 I e 625 123 12.5 i2.5 12.5 123 12.5 156 12.5 6 6.25 6 4 3 12.5 10 12 e 6 230 e 4 5 ® s L 1 /4•'m TAPCON w/ 1 -1/2 MIN. EMBEDMENT r{RIDIR1RRIiRl1(R1t1Iii41'7 72 12.5 8- 4 72.5 t2 ._• 120.0 5 -9 7 -11 t1 5 7 L 5 230 5 N/A 3 N/A N/A 5 3 N/A 3 1 /4`9 ELCO FEMALE "P ANELMATE' w/ 1/4 -20 TRUSS HEAD L WASHER W/ 1 -1/4 MIN. EMBEDMENT n 12402221 y 72 12.5 - 1',5 12.5 12.5 2.5 2_2 12.5 12.5 12.5 12.5 12.5 T 125 12.. 156 12 .5 125 12.5 12.5 12.5 tt 11 12.. 5 t'.5 12 5 12.5 113 12 .` 30 230 .5 ...%-'---;.;.-5-- 12.5 10 9 r f / 7 12.5 12.5 10 12.5 .-. t 5 -11 1 /4 ELCO MALE - PANELMATE" W/ 1 -1 /4" MIN. EMBEDMENT 72 1 2.5 72. 12.5 72.5 12.5 12.5 12.5 12.5 12.5 72.5 t2.5 12.5 156 I 12.5 . 2.5 12.5 ....>_-:--n 12.5 72 S 12.5 125 11 S tt1 230 12.` // 12.5 10 / 1 / 2.5 / 9' 7 12.5 72.5 / / / I 10 t2.5 / 5 6 7 10 6 HOLLOW CONCRETE BLOCK 1 /4 RAwL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 72 // 6 / /7�^ 6 6 / �/ 156 N/A L 3 6 N/A 6 N/A l- jl �' 230 N/A 4 I N/A N/A N/A N/A 3 r o t 1/4`0 CALK-IN L 1/4 -20 SIDEWALK BOLT (3/4'0 HEAD) W/ 7/8" MIN. EMBEDMENT - "--. 10 10 7 6.25 12,5 S 12.5 8 12.5 6.25 17 156 230 L 3 3 3 N/A N/ N/A 6 N/A 9 N/A 4 N/A 6._5 L 6 I N/A L 3 /l N/♦ .�� 3 1 /4.'0 TAPCDN W/ 1 -1 /2" MIN. EMBEDMENT 11111111181U■11818111R1181C 72 11 5 7 L 5 9 12.5 b 10 L 8 156 .>„...-;-- N/A 3 N/A L 1/• T N/A L N/A 3 230 N /A 3 14/4. N/A N/A N/A N/A S N/A 3 N/ 4 N/A 0 00M 1/4"m WOOD LAG W/ 1 -1/2" MIN. EMBEDMENT 72 6 6 6 6 6 6 ...c 6 - 6 6 156 3 6 6 6 munmu111111M uw. 230 6 L 6 N/A / N N/A L N/A , >" ------ 3 � L ' ��N /A 5/16 BRASS W000 BUSHING 6 1/4 -20 SIDEWALK BOLT 13/4'• MEADI W/ r MIN. EMBEDMENT >IIE (L ,%1 72 6.25 6.25 6.25 6.25 6,25 6.25 6.ZS 6.25 6 .as 156 6 S L 3 3 N1A ' ©WM N, L 230 �� 1 3 N/A N/A N /A L ��� N/A N/A 3 N/A STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD V IPSF) W/ BOLTS L /OR BARS AT MIOSP AN V/ BOLTS L /OR BARS AT MOSPAN NO BOLTS OR BARS AT MIOSPAN FOR ALL MOUNTING CONDITIONS W/ STUDS p 6 -1 /4' O.C_ FOR STUDDED ANGLES. `P_ TRACKS V/ STUDS p 6 -1/4' 0.C. L DIRECT MOUNTS W/ ANCHORS p 6 -1/4" 0.C. MAX. TOP L BOTTOM FOR STUDDED ANGLE •r TRACKS V/ STUDS p 12 -V2' 0.C. L DIRECT MOUNTS V/ ANCHORS p 12 -V2 0.C. MAX. MAX. PANEL LENGTH (FT -INI MAX. PANEL LENGTH (FT-INI MAX. PANEL LENGTH IFT -IN) 80.0 11 - 0 11 - 0 8 - 8 L0.0 11- 0 11 - 0 8- 5 50.0'. 10 - 10 -6 8 - 60.0 10- 1 10 -1 8 -8 70.0 9 -8 9 -9 8 -8 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 - 1 - 8 5 -0 14.0.0 4 -11 7- 4 L -7 150.0 L -7 7 - 1 4 -3 160.0 L - 3 6 -11 4 - 0 170.0 4 - 0 6- 8 3- 9 180.0 3 -10 6 -6 3 -7 190.0 3 - 6 - 3 3- 5 200.0 3 -5 5 -11 3 - 3 210.0 3- 3 5 8 3- 1 220.0 ei 3 -2 5 -5 2 -11 230.0 3 - 0 5 - 2- 9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIWI (PSFI M A X . PANEL LENGTH (FT - 84) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE 111404851 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 -3/5 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 I 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 - 3 3 I 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 e- e 3 3 3 -1/2 2 -1/e 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 8- 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/A 3 ANCHOR NOTES, 4. 1. MINIMUM EMBEDMENT ANO !DOE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. w1ERE LAO SCREWS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHALL 6E LOCATED IN CENTER OF w000 STUD. 3. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH WITH MANUPACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED A8OV6. SIDCVALK BOLTS MAY 52 SuBSTITUTCO FOR TRUSS MEAD BOLTS (Py • 60,000 NIE SUITABLE FOR DIRECT MOUNT (pa 6 -7/4 OR 12 -1/2' SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPCCIPIEO IN AN01108 SCMCDULE. T A 3 E 2 T A 6 l E PRODUCT RENEWED ACCEPTANCE No. / 1 - G / 0 5 • c 3 EXPIRATION DATE o /G - Ao' 7I By I ' .44,42111. PRODUCT • NTROL DIVISION BUa.D'NG CODE COMPLIANCE OFFICe APPROVED AS COMPLYING WITH THE SOUTH LORIDA BUILDING CODE �7 DATE • : • 19 11 BY • /fr.:/s= ' .1 PRODUCT C e DIV!SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. CI 6 -6"701 •0 Z 0 H - h 1 / V.J. KNE / 2E / NACH PROF ES SWMA1 FL U PE 0 /. •4.•1• A8 N0T20 design by v-.0 nU No. 1083, 1- 4 0 N al u >- 0. 0_ I 0 u I I 4 u In m > Q m -. J • .o 0 IL 0 N O • Q 0 ' 41 ut • 0 It O VI J� • Q 3 D O • 0= fOr•.rn OF 1 00 (c MCn•a by v.( or eying no. 95 -498 •n••• 4 •I