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441 NE 101 St (10)Approved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date g F'dZ Time Type Insp'n / •`'1,p 56.4^"` . Permit No. / 73 P o OO Z- /3 2 V Name 6 r- v ii Address —W/ E,--`-o / ` — Company X Z mod Phone # 36C L$23 g/3 7y For Inspector: -Q) 2_ Name & Date Re- Insp'n Fee ❑ Doi, E-3,3 k.50t4 ZLA,vit, Date fr Legal Description CH if W 42 E l0 lit & K V Historically Designated: Yes No v Owner/Lessee / Tenant Owner's Address Contracting Co. Ali ! tOI 1 U,k Oumieg J-- Qualifier ( C OUC Jf ' State # Municipal # W2 / Competency # Ins. Co. Architect/Engineer ,& / /\ Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE WORK DESCRIPTION �J I-I - P&' ieh 0 Feitic '' ?o Square Ft. 305 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will - . o e in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contracts o do work state 1014 Signature of owner and/or Co Notary as to Owner and/or C My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 02 Job Address -W l4 (01 S h Tax Folio // - 32 - — D/ 7 C(O66 ywl , foist President ndopre3 MANE C URNOYIER worm MB= STATE OIL MEM .ti� a NO. MY COMMISSION EXP_FEB. 15 RADON 5g4 orm, Address S Phone SOO 23Y- 91 ,10 6 ture of Contractor or Owner- Builder Date Notary as to Contractor or Ownef43uilder My Commission Expires: r A h i �4 A L MANE COQ MARY PUNICSATE A NO. COMM BOND — TOTAL DUE ' Oa SIGN /46/o Date Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1324 Printed: 7/30/2002 Applicant: MICHAEL OBREGON Owner: OBREGON MICHAEL JOB ADDRESS: 441 NE 101 ST Contractor ALL FLORIDA HURRICANE INC Contractor's Address: 14123 SW 139 CT Local Phone: 305 - 234 -8898 Parcel # 1132060170660 Fees: Description Amount FEE2002 -4211 Building Fee $76.25 FEE2002 -4212 CCF $1.80 Total Fees: $78.05 Total Fees: $78.05 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/25/2003 Construction Value: $2,100.00 Work: INSTALL H PANELS ON REAR PORCH If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. /� Signed: (INSPECTOR) BY: Page 1 of 1 Building Permit Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 18 & W4OFT LOT 19 BLK 91 PB 15 -14 LOT In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans . tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself. m .gent. servants .r employe,. (Contractor or Builder) BY: FOR ALL FLORIDA HURRICANE, INC. 15001 SW 145TH ST MIAMI, FL 33196 PAY TO THE ORDER OF Flr'st Union National Bank firstunion.com Org. 003 R/T 067006432 DATE 000 309911' 1 :06 70064 3 21: 2000 uD1? 7 20 3 311. CUSTOM BUSINESS BANKING 3099 $ DOLLARS 1: 63- 643/670 BRANCH 13093 M' 'H !CAW obren3o4 fl ,v¥ to/ s+-. M qpn/ Stfnga 3c- 37/5F ii d 2 d %n di corei,e0 33 )(V) MAST Po+ect4 - is7X71 Pemeo ALL BROWARD HURRICANE 1.800- HURRICANE A M E R I C A ' S O L D E S T A N D L A R G E S T S H U T T E R M A N U F A C T U R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! Dade County Building Department Gentlemen: We are the Dade County Notice of Acceptance Holder for Hurricane Shutter number 00- 0721.04. This letter authorizes ALL FLORIDA HDRRICNAE INC. approved under number 00- 0721.04 for the following job. OBRENGON 441 N.E. 101 STREET MIAMI SHORES Sincerely, All Broward Hurricane Panel LeRoy . Peterson President SHADES B SHUTTERSP W rol•U s 450 W. McNab Road • Ft. Lauderdale, FL 33309 Phone: 954 - 974 -3300 1- 800 - 250 -2182 CGC#046375 www.1800hurricane.com to use Hurricane Shutter Fax: 954 - 973 -3928 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Co. 450 West McNab Road Ft. Lauderdale ,FL 33309 The expense of such testing will be incurred by the manufacturer. APPROVED: 10/12/2000 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) 375-255S CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-290S PRODUCr CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panel 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. ACCEPTANCE NO.: 00- 0721.04 EXPIRES: 01/08/2004 Raul Rodriguez -Chief Product Control Divisior. 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 Building Code Compliance Office. 1\s045000I pc200011cempiaces\notice acceptance cover page.doc Internet mail address: postmaster rbuildingcodeonline.com Homepage: http : / /www.buildingcodconline.com All Broward Hurricane Panel Company ACCEPTANCE No. : 00- 0721.04 OC I 1 2 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPE<IFIC CONDITIONS 01/08/2004 1. SCOPE This renews the Notice of Acceptance, No. 98- 0225.01, which was issued on April 30, 1998. It approves a 0.063" aluminum storm panel 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 panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -538, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 3, 1997, last revision 41 dated March 25, 1998, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 This 0.063" aluminum storm panel 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. Helmy Aiakar, P.E.- Product Control Examiner Product Control Division 2 of .3 All Broward Hurricane Panel Company ACCEPTANCE No.: 00- 0721.04 APPROVED OCT 1 2 2000 EXPIRES 01/08/2004 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 times. The engineer needs 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 Helmy A. akar, P.E.- Product Control Examiner Product Control Division 3 of 3 1.00" 0 0 0.3727798 09:28 2.25" "SEA "_ANGLE ATYPICAL ELEVATION OPTIONAL MARKING LOCATION -7 PRODUCT MARKING IDENTIFICATION 2.00" 2.00" 13.00" 15.00" (FULL PANEL) 0 `? t .125" .687" -_ -_,-4 [ OPTIONAL LEG SCALE : 3" = 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) r r rT In&I 2 2 5 -'( t = 0.063" TYPICAL 0 0 N TOP MOUNT OR ALL INSTALLATIONS SEE TABLt 2, PAGE 5 OF 6 , FOR REQUIRED SEPARATION FROM GLASS. STORM PANEL SCALE : 3 = V -0" ANGLE BOTTOM MOUNT .125" TYP. SERRATED PANEL EDGE, OPTIONAL 5.00" MAX. SCALE : 3" = V -0" i (HALF PANEL) ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. r 0 T 0 . .1 r 11/32 "m .39" 5/8"O j .39" # .900"I t = MIN. .085" "KEYHOLE" WASHER 1.00" SCALE : 3 = 1' =0 - — - 3003-H14 ALUMINUM ALLOY 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 96 -047 AND 97 -032. GENERAL NOTES: 1. THIS STORM PANEL SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE C::_CULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 'IT' HEADER SCALE : 3 = 1' -0" 3. STORM PANELS SHALL BE 5052 -H32 ALUMINUM ALLOY. 0.063" THICK WITH A MIN. Fy (BEFORE ROLLING) OF 23 KSI. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. 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: BHPCO FT. LAUDERDALE, FL DADE COUNTY PROD. APPR'D. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. TOP AND BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 202 AND 203. .085" WINGNUT - -- SC -AL.E ZAMAC 3 ALLOY 2.188" "U" HEADER SCALE : 3" = 1' -0'• "F" TRACK SCALE : HALF SIZE PRODUCT RENEWED ACCEYTANCE No. 0 0 O 2 1 • O tk EXPIRATION DATE O I By I' ;• v i.4. RODU " IPP •NTROLDIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT wP' — • 19� BY • .� PRODUCT CI R0 DIV!S;G1r BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q g- 6 P.7.5. 6 U z ~ • 1 O o° O n co • u Q •6 x � O >7 W N „ w z 0 0 L Pa0F. SSI CH HGWCCR ( MOiCO, Jr b MC d•Jpn by cn•tk•d b I — 0....109 no. 96 -538 M••1 1 •, • ,Y OPTIONAL LEG r FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 03/27/98 09:29 (ANGLE TO WALL DETAIL) SCALE : 3" = V -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' 1/2" WALL MOUNT SECTION "U" HEADER O CONT. EMBED. (TYP.) (SIOE SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR O CONT. 3/4" 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL / 4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" O.C. (PANEL TO ANGLE DETAIL) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5• SO CONT- #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @ 13" O.C. 1/4" OR 3/4" J w z 0. X 1/4 -20 MACHINE .� BOLT & WINGNUT @ 6 -1/2" 0 C 3/4" t #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @13 "O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5• 2" x 2" x 1/8" MIN. - 2" x 5" x 1/8" MAX. CONT. ALUM. ANGLE (6063 -T6) CLOSURE REQUIRED. SEE PLAN VIEWS) CONT. ANGLE BUILD -OUT SECTION SCALE 3" • V -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 3' - SEE MIN. SEPARATION FROM GLASS SCHEDULE — GLASS OR DOOR O CONT. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL SCALE : 3" = 1' -0" J DIST. L- EXISTING CONCRETE. HOLLOW - BLOCK OR WOOD FRAMJNG (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE/ CEILING/INSIDE MOUNT SECTION EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MAX. EDGE DIST. GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• 0 w EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE • BASED ON TYPE OF STRUCTURE) 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" O.C. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' SCALE 3" • 1' -0" 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL W J 0 w v V) J w Z 4 GLASS a cc 0 • 1- w w FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' - 13/4" EDGE DIST. OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE e u coNT. ANGLE BUILD -OUT SECTION 4- w r tn l7 .w0 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE/ )CONT. EMBED. (TYP.) SCALE : 3" = 1' -0" #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @13 "O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" 0.C. #14 TEK SCREW OR 1/6 - 20 MACHINE SCREW & NUT @13"0.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• • 1/4 -20 MACHINE BOLT & WING NUT @ 6 -1/2" O.C. Q N I w N FASTENER @ 6 -1/2" 0.C. MAX.. BUT DO NOT EXCEED ANCHOR SCHED.. P6, SPACING. USE REMOVABLE ANCHORS ONLY. REFERENCE CONNECTION 'TYPE 1' USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER DIRECT MOUNT SECTIML OVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE I {I : 4PR1:L �1 I p. PRODUCT CON DL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. qg- 6225. ) 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL w J W PRODUCT RENEWE ^AccEPTANCZ No. 0 o— o 2 - 1 • c 4 W . - J Q , 0. BY 0. ¢ PRODUG'Y CONTROL DIVISION ° BUILDING CODE COMPLIANCE QFI]C ZEXPIRAT1ON DATE Cj (SIDE CLOSURE REQUIRED. SEE PLAN VIEWS) of 2 - w Z 0 2 cc O t- o 2 J 0 z N W 4 v 0 H H 4 S W N W z a P r 2 r Er a. 0 v 2 ` ._.._J PROFESS FL. L PE •5 woYIO, dulpn 0� paX / IP CH - WARM • se Mo. 983 - ,,)),', drown by MC fcn.ck•e b VIPt Or•winp no. 96 -538 �' 9 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EDGE DIST. GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" N EXISTING CONCRETE, HOLLOW W o BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) { 03 /27 98 09:30 ID 5000NT. (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" 3/4" O CONT. (TYP. TOP & BOTTOM) - 13/4" ANGLE BUILD -OUT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR -- "SEA" ANGLE f 2" x 2' x 1/8" CONT. ALUM. ANGLE 6063 -T6 SCALE : 3" • 1' -0" run I EMB. OCONT. SEE MIN. ; SEPARATION FROM w in GLASS z a SCHEDULE < a. - X < Z Z 1/4 -20 MACHINE 1/8" TILE BOLT & WING NUT .-' , - MAX. FINISH MATERIAL @ 6- 1/2 "0C , r 0 J $*14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @13 "O.C. (MAX DESIGN LOAD ± 72 PSF) "PASS THRU' SECTION (IN CONCRETE) SEE MIN. SEPARATION FROM GLASS SCHEDULE 0 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" O.C. (TYP, TOP & BOTTOM) $14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @ 13" O.C. - 7 3/4" PLYWOOD -- 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "a) RAWL CALK -IN_@ 7" O.C. WITH 7/8" MIN. EMB. I CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE' OF SPECIFIC GRAVITY G OR 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. \-1/4"0 RAWL CALK -IN a 12" O.C. WITH 7/8" MIN. EMB. It -CONC. OR HOLLOW BLOCK OR 1/4 "6) LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OR 0.55 OR GREATER THREE 1/4 "0 WOOD LAG SCREWS W/ 3" MIN. EMBED. @ 24" O.C. MAX. EXISTING GLASS I�I II _�1E�L:L /6" MIN 2" MAX. 1 SEE MIN. SEPARATION FROM GLASS SCHEDULE' EQ 1' I SCALE : 3" = 1' -0" SEE MIN. S EPARATION FROM / GLASS SCHEDULE 1/4 -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION @ 6-1/2" O.C. 1 -1/4" MIN 2 -1/4" MAX. EXISTING STRUCTURE 2" SCALE : 3" = 1' -0" 2" 0 (MAX DESIGN LOAD x 72 PSF) FLOOR MOUNT SECTION 0 (MAX DESIGN LOAD ± 82 PSF) SOFFIT CONNECTION SECTION 1 Q EQ5 ALUM. ANGLE :l✓ WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT 5" x 1/4" OR TWO S" x 1/8" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF HEADER ENDS MORE THAN 12" BEYOND LAST TRUSS. ts14 SMS BETWEEN TRUSSES @ 12" O.C. 1/4 "6) RAWL CALK -IN @ 7" 0.C. W/ MIN. 7/8" EMBEDMENT IN CONCRETE AND 3" EDGE DISTANCE 1/4" OR 3/4" MAX. J SEE STORM PANEL r SCHED. BASED ON GAP • Zo AT TOP OF PANEL J m Z 11 X= </"" 2 W J PRODUCT RENEWED ACCEPTANCE No., 0 0` 0 7 2 4 EXP TION DATE O I JO Q /t-o 0 4. BY 1 il• PROD eV ••1' •NTROLDIVISION BUILDING • DE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : • " b Ig BY ..�.rlfiIL BUILDING .Cb OMPUANCE OFFICE 0OUCT CO E ACCEPTANCE NO 4 R - h a25 D I 2 V.I. x7417.. ( QFL$S FL Li • NE ;• • a PI 0 0 X CH •GN(CR • No. 983 • 5 03/03 /g dr wn A$ moTto JI p ) j •••lg.. by chal.•d JJ + 1vM /lI VAL 1 droving no. 98 -538 3 of BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5" Tw = .125" 8' -2" .8' -0" - - Tf - = - .125" 2" x 9" 5' -0" 15' -1Y' Tw = .072" 8' -2" 13' -6" Tf = .224" E f -1 IC.RTMCH I PPDFE $?JONA GiMEER FL LI . N PE 0 . 0 n1717/op no. AS EXISTING C.B.S. EXISTING C.B.S. «14 TEK SCREW @ 13" O.C. (MAX DESIGN LOAD = 72 PSF) O TOP BEAM SUPPORT SECTION SCALE : 3" = 1' -0" THREE 5/16 "0 CALK -IN ANCHORS @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS ALT. LEG DIRECTION THREE-1/4"� THRU BOLTS yy 6063 ALUM. ANGLE THREE 5/16 "0 CALK -IN ANCHORS (al 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS (SIDE CLOSURE REQUIRED. SEE PLAN VIEWS) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) Tf 1/4" OR 3/4" MAX. GAP _ &SEE STORM PANEL ‘SCHED. BASED ON GAP AT TOP OF PANEL. 1/4 -20 MACHINE J ;' BOLT & WING NUT w m @ 6 -1/2" O.C. < • 2 "x " x1 /4"x0' -8" 6063 -T6 ALUM. ANGLE 3114 TEK SCREW @ 13" O.C. THREE 1/4"0 THRU BOLTS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (SIDE CLOSURE REQUIRED. SEE PLAN VIEWS) (MAX. DESIGN LOAD s 72 PSF) BOTTOM BEAM SUPPORT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0. X 1 z w -J Tf ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) tn EXISTING GLASS EXISTING GLASS —1 N 0 w l7 0 w 0 W l7 0 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EMBED.) 1 SEE MIN. SEPARATION FROM GLASS SCHED. SEE MIN. SEPARATION FROM GLASS SCHED. WALL MOUNT SECTION SCALE : 3" = 1' -0" EMBED. O._ MAX ,,,,.(((( NON- STRUCTURAL FINISH L am— MATERIAL (BRICK OR WOOD I BANDING) FASTENER. SEE ANCHOR SCHEDULE. V REFERENCE CONNECTION "TYPE 2' 1/2" "v d (ANGLE TO WALL DETAIL) "h" HEADER 1/4" OR 3/4" MAX. GAP S •'M AN L SCHED. BASED ON GAP AT TOP OF PANEL. J - = w I O N Z J w w J z J w a z Q aCC 0 )0— <W Fw w V1 OPTIONAL LEG SCALE : 3" = T -0" J z w J J w z Q 0. X Q z W - O 0 0 w VI N W J W w V1 z Q 0. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' MAX.[. - "SEA" ANGLE - -NON- STRUCTURAL FINISH MATERIAL BANDING) (BRICK OR WOOD O WALL MOUNT SECTION 1/4 -20 MACHINE BOLT & WING NUT (ol 6 -1/2" O.C. "SEA" ANGLE (PANEL TO ANGLE DETAIL) PRODUCT RENEWED AOCRITANCE N0. 00 0 2 1 • o 4 EXPIRATION DATE OVORA o 0 BY t PRO I1C I CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT w ®® -0 199 By PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPIANCE NO.g8 - 422 5 01 .199 TABLE 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) ALL MOUNTING CONDITIONS (MAX. 1/4" SPACE BETWEEN PANEL & HEADER) ALL MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL & HEADER) O A L max. (FT - IN) OB L max. (FT - IN) 30.0 10 -10 10 -10 40.0 10 -5 10 -5 45.0 10 -2 10 -2 50.0 9 -11 9 -11 55.0 9 -8 9 -8 60.0 9 -5 9 -5 62.0 9 -4 9 -4 65.0 9 -3 9 -2 70.0 9 -1 8 -6 72.0 9 -0 8 -4 75.0 8 -11 8 -0 80.0 8 -9 7 -6 90.0 8 -0 6 -8 100.0 7 -2 6 -0 110.0 6 - 6 5 - 5 120.0 6 -0 5 -0 --_130.0 ____ _ 5 -6 4-7 140.0 5 -1 4 - 3 150.0 4 -9 4 -0 160.0 4 -6 3 -9 170.0 4 -2 3 -6 180.0 4 -0 3 -4 190.0 3 -9 3 -1 200.0 3 -7 3 -0 TABLE 2 SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD W (PSF) ACTUAL STORM PANEL SPAN (FT. - IN.) MINIMUM SEPARATION FOR NSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR NSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 35.0 6 - 0 3 i .;! i 1 -1/2 8 -8 2 10 - 10 I ;I I. 3 ::: 40.0 6 - 0 1 : 1 3 ! X11 -1%2 •!l 8 - 8 2 -1 /8 10 -5 3 50.0 6 - 0 3 1 -5/8 8 - 8 2 -1/4 9 - 11 3 60.0 6 - 0 3 1 -5/8 8 - 8 2 -1/2 9 -5 3 70.0 6 - 0 3 1 -5/8 8 - 8 2 -3/4 9 -1 3 80.0 6 -0 - 3 1 -3/4 8 - 8 2 -7/8 8 -9 3 6-0 3 •. - -- 90.0 8.- 0 2 -5/8 6 -0 1-3/1. 100.0 7 - 2 3 2 -1/4 TWO 1/4 -20 BOLTS & NUTS (t 24" O.C. r ANGLE E CLOSURE P FASTENER (t 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. THAN 110 P.S.F. . (SEE SC R SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MAX. 1/4" GAP EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE') MAX. 1/4" GAP NOTES: 0 1/2" OVERLAP FASTENER (al 12" 0.C. FOR DESIGN LOAFS LESS THAN OR EQUAL TO 110 P.S.F. & 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SCALE: 1 -1/2" 1' -0'• 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. REFERENCE APPROPRIATE COLUMN IN SPAN TABLE BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. r" PRODUCT RENEWED rAN No.00 0 72(.oQ. EC AT/ONDATE BY W i /1 . PRODUCT'CONTROLDIVISION BUILDING CODE COMPLIANCE OFFICE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 11 -1/ -1IN. CLOSURE DETAILS (PLAN VIEWS), 0 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 S.S. BOLT & BOLT & WINGNU ft 24" 0.C. (TYP) 20 GAGE STEEL BENT PLATE FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (rn 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE: r x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. BAY WIgDOW EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) `0 1" OVERLAP 0 1/4 -20 S.S. BOLT & BOLT & WINGNUT f 24" O.C. (TYP) 20 GAGE STEEL BENT PLATE 1" OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i ' : I w o 9 q BY �� PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE • OFFICE ACCEPTANCE NO.gR- 0ZZ5.n I 0 a 0 0 O a V z a gi 4 z 7 a 0 2 0 4 J W Z Q 0 0 1- 3 J io m 0 0 1 VJ. • VICH I ?RCIf[ss DIGN(EA FL na• Flog P 09d3 011/0)/E/ I chccccd 01 Vm • ANCHOR SCHEDULE DESIGN LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 DOOM 1 t11111111111►1111111111111N► 56 13 13 10 13 11 13 10 7 10 7 13 6 5 8 6 62 13 13 9 13 10 13 8 6.5 9 7 13 5 5 7 5 vv. S.S. LAG SCREW W/ 1 - 3/4" MIN. THREAD EMBEDMENT SHEAR PARALLEL TO WOOD GRAIN 72 13 13 8 11 8 13 5 5 8 6 13 4 4 7 5 105 13 5 5 8 6 13 4 4 7 5 13 4 4 7 5 200 13 4 4 7 5 13 4 1. 7 5 13 4 4 7 5 13 56 13 13 8.5 13 11 13 10 5 10 7 13 6 4 8 6 62 13 13 7 13 10 13 8 5 9 7 13 5 4 7 5 LAIIMI11191111 1 /4 S.S. LAG SCREW W/ 1 - 3/4 - MIN. THREAD EMBEDMENT SHEAR EAR W000 GRAIN TO WOOD GRAIN N 72 13 13 6.5 11 8 13 5 4 8 6 13 4 3 7 5 105 13 5 4 8 6 13 4 3 7 5 13 4 3 7 5 200 13 4 3 7 5 13 4 3 7 5 13 4 3 7 5 .0.111111 M11111111" * i 0,,,,,,,, +t,,,,,,u, IA ELCO MALE /FEMALE "PANELMATE W/ 1 - 7/S" MIN. EMBED. L 1/4 - 20 MACHINE SCREW / NUT 56 13 13 13 13 13 13 13 13 13 11 13 9 10 12 9 62 13 13 13 13 13 13 12 11 13 10 13 7 9 11 8 72 13 13 13 13 13 13 '8 10 12 9 13 6.5 8 10 7 105 13 8 10 11 9 13 6.5 8 10 7 13 6.5 8 10 7 200 13 6.5 8 10 7 13 6.5 8 10 7 13 6.5 8 10 7 - 56 13 13 7 5 4 10 3 5 4 3 8 13 4 3 10 t X 11,► IV 62 13 96.55 8 3 9 3 4. 3%7 13 4 3 7 5/16'0! BRASS BUSHING W/ sir' MIN. EMBEDMENT L 1/4-20 MACHINE SCREW 72 11 5 5 4 3 6 - s., 4 3 13 7 9 3 6.5 13 105 8 4 3 " % � 3 �// 5 - 7 - - 3 -- 4 200 / //,44:0 7X37 � 13 3 w ` 7 3 ' 6.5 FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAO (W) PSF MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3' EDGE DISTANCE SPANS UP TO (SEE NOTE 1 1) SPANS UP TO 8 -8 (SEE NOTE 1) SPANS UP TO 10' -10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -10" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 3,000 PSI CONCRETE m.► 11111111Ullillltll111111►111►P, 1/4 ITW TAP W/ 1 - 3/4 - MIN. EMBEDMENT W / ANY APPROVED TAPCON HEAD 56 13 13 13 13 11 13 10 10 10 8 13 6.5 8 8 6. 13 13 13 13 12 13 11 12 11 8 13 7 9 9 7 62 13 13 13 13 10 13 8 9 9 7 13 5 7 7 5 13 13 13 13 11 13 9 10 10 7 13 5 8 8 6 72 13 11 12 13 6 8 - 13 7 13 13 13 9 13 • 9 9 6. 13 8 7 105 13 - 7 8 13 4 7 13 7 13 - 9 9 6.5 13 8 7 5 13 8 7 200 13 6.5 7 13 4 7 13 7 13 8 7 5 13 8 7 5 13 8 7 )1( Hit 1 /a MENT L EMBEDMENT W / T /S fh1BEDMENT 1 /4 S.S. MACHINE SCREW 56 13 12 13 13 10 : 10 : 13 8 13 13 13 13 13 13 13 10 13 10 10 62 13 10 13 ' 13 8 9 13 7 13 13 13 13 13 ' 12 11 9 13 9 9 72 13 9 11 13 6 - 8 • 13 7 13 13 13 11 13 10 10 7 13 9 8 105 13 6.5 8 13 4 7 13 7 13 10 10 7 13 9 8 6.5 13 9 8 200 13 5 7 13 4 7 13 7 13 9 8 6.5 13 9 8 6.5 13 9 8 + viswim+++ +m+++:• *, .0,,,,,,;,,,;,,,,,,,. 1 /4 ELCO MALE /FE MALE - PANELMATE W/ 1 -1/4 M . EMBED. L 1/4 -20 MACH NE SCREW / NUT 56 13 7 7 13 5 5 10 4 13 9 7.5 5 13 6 5 3 11 5 4 62 13 7 6.5 12 3 4 9 / 3 13 8 6.5 5 12 5 4 3 9 A 4 3 72 13 • 6 5 10 WI 3 8 3#, 13 7 5 4 10 4 4 3 9 r 4 3 %/ �� 105 10 % 4 3 / 8 % 3 8 A 3 10 � a 4 4 3 9 4 4 3 % 9% 4 3 0 � 3 3 r 8 W CONCRETE BLOCK • 1 iitiillilli►ttliiltl itilllill> ITW TAPCON W/ 1 3 /4' - MIc1. EMBEDMENT W/ ANY APPROVED TAPCON HEAD 5 6 13 6.5 sa�� 4 3 7 � AM i� 7 5 4 10 5 3 8/ 4 3 A 7 .5v 3 '/ 13 9 6.5 5 3 9 • ♦ 4 3 7 g ir �/�� r j / 1/1. - 0 A 72 10 4 5 4 3 3 �� %% 3 f 11 5 4; 7 10 4 3 �6.5% 105 - 7 % ♦ 3 % 6% 3 % �� 6 3 %r 7 3 3 %EN��%TE 200 6 V 3 re 6 V 3 Y . 6 ; 3 6.5 3- 56 13 6.5 - 11 4 9 1 3 13 10 8 6 13 7 5 11 © 5 4 3 6 2 . 13 ' 6 10 4 8 3 13 9 7 5 13 6 5 10 5 4 3 72 13 5 7 3 13 7; 6 ;' 11 4 19 3 1 /aO R EM8 CALK W/ 7 /!!EMBEDMENT S. 105 8 7 3 7 3 i 6:53 11 5 4 3 9 g 3 ti 4 3 1/a - 2o 5.5. HACHwE sCREw Z00 7 % 7 3 4 3 9 / 4 5 6� 13 7 13 5 10 4 13 9 7 5 13 6 5 3 5 * an,,,,, ,,,,,,,,,;,, 62 13 7 12 5 9 4 13 8 6.5 5 12 S 4 3 72 13 • 6 10 L 8 3 13 7 S L 10 4 4 4 3 PANELMATE W/ 1 -114 MIN. EMBED. 1 1/t_20 105 10 4 4 j 8 3 A 8 3 A 10 4 4 3 9 ♦ , 4 3% 4 3 NADINE SCREW / NUT 200 8 r 3 3 V 8 V 3 3 7 8 V 3 3 9 7 4 � 3 rl/ 9 V 4 39 r 4 3 V ANCHOR NOTES: SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMFTED TO THOSE SHOWN IN TABLE 1, SHEET 5 OF 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEOUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY, LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. "' DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT Ca 6 -1/2" OR 13" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. (177 /OR f10. 1R ANCHOR SL:HtuuLt PRODUCT RENEWED ACCEPTANCE No. D O' O- I - 0 4, ZO 0 4- BY EXP RAT2ON DATE PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF 4 P ' 1 L 30 . 15 BY • A PRODUCT CO ROL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 1g-6.zz .01 4 0 0 u z 0. a Z W a 0 LLJ z Y 0 Z 4 0 PI 0 0 0 0 A X 4 u z ui 1- 0 VI a Z 1• W z 0 0 0 F M rx } o. 0 09/02" - 1 Ar..n •r orco AS N ( ..IOC Dr� cn•ch.e • ` raR. vnc L droving n.. 96 -538 NC .n••• • •r • ' Date 4 1-1-417 Job Address 441 NE 101 ST Tax Folio X 11-'3206 - C f 7-04C0 Legal Description A UL. ( C ) )-g\ Historically Designated: Yes No Owner/Lessee / Tenant „ " O© Owner's Address 441 Contracting Co. AIRCoL1 , (STEMS, Qualifier 40441409 F - 1-11 t-C-a 0 State # ALv240A Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): CUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION l AI S TA LC.A T/ ON op S TbRm 644' 07TE RG Square Ft, 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do th work stated. Signature of owner and/or Condo President FEES: PERMIT APPROVED: 542 .06,9 Municipal # RADON Zoning Building mcal PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Ns Al . e . - 10 ! OTRR T Date rnamssriali rwr5111,:fririTYJA ..LA .41 do Presi ent Date M� s.a'> OF FLORIDA COMMISSI • NO. CC394193 MY COMMISSION EXP. JULY 20,1998 C.C.F. Master Permit # Phone 754 - 499 Co Address 1713 4 - 1 . 24) • 79 TL+ ca)R T SS# PhO1e ° - 28° 4 Competency # Ins. Co. Estimated Cost (value) 01,1 00 Signature of Con actor or Owner -B der Date Electrical Date BOND ?� TOTAL DUF. �, Plumbing Engineering Name r) hone MADDEN MANUFACTURING CO. INC. Date /O" 06 '-47 BUILDIA)6 -M /Am 6 4oea ' , PL 83 3 $ BUILDING DEPARTMENT Ad /0050 /1 -E . 2Jo 4i 1 \ h0m 11 [Via \ Conccnnl �\ a re the atithori7ed mantllacturcr ,II.•IDDF„\' ;11.4.V('F. CT('Rl;\•('r L \•C. under product control 1111111 her - D5 ° 02. This letter attthorires A/I CF?/-J 6'(6TT1-4s to use our ho\ e named product in accordance \\ ilh appropriate county cedes. In addition. all product applications are to strictly adhere to submitted engineering. ,Ai rr., �y 54m 5 17005 , J_ W a 74' or. City /State /Zip ilia 2 k , PI S3oi5 e• os) X322 - '2804- I titi9 N \ \' 22nd Street• Pompano Beach. FL 33069 �'ttt� �n71 • (954) 975 -2071 • FAX (954) 960 -0567 Building Department PURUHA SED BY JOB LOCATION Authorized Signat•,1'for adder Manufacturing Co ahf,'I Name L. &4+2k&2 Address 441 / E • /01 Sr, City /State /Zip Warn; i 6hore S • Phone 5 46x30 PAUL. P. 12. 44 IJ.S. 101 ''1-. M l,t t41 '14-o eo S , t. lo2x g4 74x&S 148)46 we 404 3$x40 15) 4o 1(9x62 1 i 4. .a8x2a 4ee, FT 7 542• s 4tr5 = ■5 PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 N.W. 22nd Street Pompano Beach FL 33069 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2900 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: .050" Aluminum Alloy Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant along with Madden Manufacturing Co. drawing # 96 -110 sheets 1 through 7 revised on 02/26/97 and signed by V.J. Knezevich P.E. (For listing of all evidence see section 8 of this Notice of Acceptance). has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 96-0520.02 Expires:03 /13/00 Approved:03 /13/97 -I- r Raul Rod t�iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed Code Compliance Department and a County, Florida under the conditions set forth above. �� the Metropolitan uaae county Building approved by the Building Code Committee be used in Dade s anger, Director Building Code Compliance Dept Metropolitan Dade County Madden Manufacturing Co. ACCEPTANCE NO : 96- 0520.02 3. LIMITATIONS APPROVED : (J 1 3 1997 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in . Section 3. 2. MATERIAL CHARACTERISTICS 2 .1. The storm panels shall be constructed as indicated on approved drawing No. 96 -110, Sheet I to 7, using 0.050" aluminum, 5052 -H32 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.269 ", forming 2' deep ribs (Part 1). 2.3 Components shall be aluminum alloys 6063 -T6: "h" & "u" header (Part 2 & 3), 2" x 2" x .093" studded and non studded angles (Part 5 & 6), a 2" x 5" x .125" studded and non studded angle (Part 4 & 4a), "E" & "F" tracks (Part 7 & 7a), aluminum alloy 6061 -T6: 2" x 5" x .125" angle (Pan 4) used on detail T and 1/4 "die cast aluminum washered nut (Part 8). 2.4 Other components shall be made of galvanized steel grade C: 16 gauge keyhole washer (Part 10) and 18 gauge I" x 1" x 18 gauge steel bar (Part 11), all bolt studs are s.s.1 /4 -20 x 5/8 ". 2.4 Tested specimen: Dimensions: 51.25" wide x 104" long overall 51.25" wide x 126" long overall 51.25" wide x 144" long overall 51.25" wide x 070" long overall 3.1 The design will be dependent on the maximum panel height of 10' -6" or 126" for wall, built -out, direct and ceiling/inside mount to be installed only as outlined on Dwg. No. 96 -110, Sheets 1 through 7. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 7 of 7, Dwg. No. 96 -110 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Minimum Separation from Glass Schedule" Sheet 7 of 7 drawing No. 96 -110. 3.3 Maximum Clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 For installations 30 ft. or less above grade, an optional steel bar, described below, may be used to control deflection of storm panel system provided that the separation from the glass is 2" or more but less than 3 - 3/4 ". 3.4.2 A 1" x 1 "x18 ga. steel bar extending the whole width of shutter may be attached at mid span with 1/4 " -20 x 4" bolts w /die cast alum. washered wing nut spaced .at 12" o.c. as shown on drawing 96 -110 sheet 1 of 7. • Candido F. Font P.E. Plans Examiner Product C9ntrnI Division Madden Manufacturin, Co. ACCEPTANCE NO : 96- 0520.02 APPROVED : 3 1997 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 5/8" machine bolts stud with washered wing nut spaced at 12" o.c. to an aluminum studded angle (Part 6) at the sill, both of which are anchored to the wall, using tension and shear capacity anchors as shown on Anchor Schedule, drawing No. 96 -110, sheet 6 of 7, bearing the Dade County Product Control approval stamp. This mounting condition is shown on details E, I, L & R of drawing No. 96 -1 10 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.2 Build -out Mount The panels are secured inside a top track "u" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4"-20 " 0 x 5/8" machine bolts stud with washered wing nuts spaced at 12" o.c.; both header and sill are fastened to the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Pan 4) used to provide the buildout, using #14 tek screws or 1/4 " -20 x 5/8" bolt and nut at 12" o.c. Both angles are anchored to the wall as shown on Anchor Schedule, drawing No. 96 -110, sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details H, Y, & AB of drawing No. 96-110 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.3 Inside Mount The panels are secured inside a top track "u" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening or ceiling ; and fastened to the 2" x 2" x .093" continuous studded aluminum angle (Part 6) at the sill or floor, using 1/4 " - x 5/8" machine bolts with washered wingnut spaced at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Anchor Schedule, drawing No. 96 -1 10 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details F, G, M & AC of drawing No. 96 -110 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using tension fasteners as shown on Anchor Schedule, drawing No. 96 -110 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details K of drawing No. 96 -110 sheet 3 of 7 part of this product approval. 4.1.5 Any combination of the above. 4.1.6 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. This mounting conditions are shown on "'sections J N, 0, U, W, Y, T & Z of drawing No 96 -110 sheets 2 of 7 through 5 of 7 part of this product approval. Candido R. Font P.E. Plans Examiner Prod; :r7 (;; ru f ivietn^ 'Madden Manufacturing Co. ACCEPTANCE NO : 96- 0520.02 APPROVED : Pa 1 3 1997 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.7 The "u" header shall be supported at 12" o.c. on details N & 0 and the storm panel shall be supported at 12" o.c. on detail J. 4.1..8. All installations are controlled by Table 1 "Storm Panel Span Storm Panel Schedule" and Table 2 "Min. Separation From Glass Schedule" all tables on sheet 6 of 7 are for anchor spacing and not to be.used for pressure versus span of panels. 4.2 Anchorage of the aluminum components shall be to 3000 psi (minimum) concrete, concrete block masonry and/or S.G .55 or better wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 96 -110, Sheet 1 through 7. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately and accepted by the building official. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear�a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Ccntrol Approved ". 5.2 Each opening requiring to have reinforcement, shall have a legible permanent marking instructing owner or tenant to secure panels with applicable reinforcing as mentioned on section 3.4, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and locatipn, including height above grade of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 96 -110, Sheets 1 through 7, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. Candido F Font P.E. Plans Examiner Product Ccntrol Division 7. TESTS PERFORMED Madden Vanufacturin7 Co. ACCEPTANCE NO : 96- 020.02 APPROVED : MAR 1 3 19 9 7 EXPIRES : MAR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS LARGE MISSILE IMPACT TEST (126" SPAN) SFBC PA 201 -94 no intern. support. UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (104" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (104" SPAN) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (104" SPAN) LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201 -94 w /intern. support YCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201 -94 no intern. support CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE DESIGN PRESSURE RATING For Design Load vs. Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 96 -110, andido r.• Font P.E. Plans Examiner Product CorQtrol Division Madden Manufacturing Co. ACCEPTANCE NO : 96- 0520.02 APPROVED : MAR 1 3 1997 EXPIRES !MR 1 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact and Uniform Static Air Pressure Test of 0.50" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC 96 -015, dated April 22, 1996 signed and sealed by C. T. Tyson, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 0.50" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC 96 -015, dated April 22, 1996 signed and sealed by C.T. Tyson , P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. Steel Storm Panels, prepared by Construction Testing Corporation., Test Report No. CTC 96 -013 dated April 22, 1996 signed and sealed by Christopher Tyson, P.E. (This test has been submitted to calculate maximum moment and shear with all the approved components.) 8.2 Drawing: 8.2.1 Drawing No. 96 -110, Madden Manufacturing Co., 0.05" Aluminum Storm Panels, Sheets 1 through 7 , prepared by Knezevich & Associates, dated 04/22/96, revision 4 dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 83.1 Shipping Document from Samara Metallurgical to One Stafford Plaza for aluminum strips of 5052 -H32 with no date and unsigned. 8.3.2 Tensile Test Report r 6DM -850 from Q.C. Metallurgical, Inc., dated 04/04/96 for Aluminum sample u CTC -96- 014 -I, tested per ASTM E8 -93, signed and sealed by James W. Roese. 8.4 Calculations: 8.4.1 Comparative Analysis dated 12/24/96, pages 1 thru 30, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 8 anchors, 2 edge distances, 5 pressure, 3 spans and 5 loadinLY conditions. Knezevich & Associates, dated 02/04/97, pages 1 through 17, signed and sealed by V.J. Knezevich, P.E. Candido F..Font P E Plans Examine- fb . Madden Manufacturing Co. ACCEPTANCE NO.: 96- 0520.02 APPROVED : 1,15/31 3 1997 EXPIRES : MAR 1. 3 2000 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, following statement: "Dade County Product Control Approval ", 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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3. 10. Items 10, 11 & 12 listed below only apply to glazed products and doors Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry,Prevention, Florida Building Code. END OF THIS ACCEPTANCE 6 of the South Cand ido F. Font P.E. Plans Examiner Product Control Division :TYP) GENERAL NOTES: .18a- fl :.313 .090 - ' 2.000 - ALL.GEG DIRECTION , 11.25 l 12.00 COVERAGE 15.269' STORM PANEL SCALE : 1 /4' a 0 -1 .168 i rt 3131.469 o I .090 ( TYP) 0.99 (16 GA. GALV. STEEL GRADE C ) KEYHOLE 0 WASHER SCALE: HALF SIZE p.1251 11 1. TISSTORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WON THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. Po5(TIVE AND NEGATIVE DESIGN PRESSURECALCULATIONS SHALL BE PERFORMED NONSPECIFIC JOBS IN ACCORDANCE WITH ASEE 7 -88 - MINIMUM DESIGN LOADS FO?BULDINGS AND OTHER STRUCTURES. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRffi17CT MARKINGS SMALL BE MTHN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SMALL RELABELED AS FOLLOWS: MADDEN MFG CO. POMPANO BEACH, FL DADE COUNTY PRODUCT APPROVED 4. PANELS NAVE BEEN TESTED N ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201. PA 202, AND PA 203. DESIGN'S BASED ON QSNSTRUCTION TESTING CORPORATION (CM TESTREPORT No. 96 -014. 0 0 0 N 0 "E" TRACK 0 TRACK :0 WINGNUT SCALE : 1/4" - 0 -1" S CALE : 1/4" . 0' -1" S CALE : HALF SIZE 18 GAGE GALV. STEEL GRADE C S. STORM PANELS SHALL BE 5052 -1132 ALUMUIIQI ALLOY. 0.050 THICKNESS. ALL ALU►!s<7M EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 6. ,.,..MEWS AND BOLTS TO BE 2024 -14 AUP9NUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEE@WITH A 33 KSI MNMW4 YIELD STRENGTH. • 7. FOR/STALLATIONS 30 FT. OR LESS ABOVE GRADE. AN OPTIONAL r x r x 18 GAGE STEEL BAR MAYBE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPAttB.USEO ARE 104 OR LESS. AND THAT TEE SEPARATION FROM THE GLASS IS 2 - WHORE BUTLSS THAN 3 -3/4'. STEEL BAR NAY BE USEDFASTENED A1' ANEL OVERLAPS, AT MDSPAN. W/ V4 - !L! BOLTS AND OIE CAST AL4)M(INM WAS1ERED WINGIWTS. SEE MWMIM PANEL SEPARATION FRONtjASS SCHEDULE. PAGE 7 OF 7. FOR REDUCE/SEPARATIONS, 8. TOP MO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONORIO.S REQUIRE, PAWLS MAYtSSO BE MOUNTED WITN STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE N: MT HOLDER VIAL. VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SQSTAIN THE NMI SUPERIMPOSED LOADS AND TO VERIFY AU. DIMENSIONS AT THE JOB SITE BGURE CDMM HONG MITH THE WORK. 10. AN5RsicS SMALL BE NtSTALLED I4 ACCOROAr' WITH MANUFACTURER'S RECOMMENDA11CNS. E718F3ENT LENGTHS SMALL BE AS NOTED APO DO NOT INCLUDE STUCCO OR OTHER F11 HES. T. AT LEAST ONE WARNING NOTE PER OPENING MALL BE PLACE IN A CONSPICUOUS LOCATION ON ANY or THE COMPONENTS OF STORM PANEL SYSTEM AOVISWG THE HONE OWNER OR TENANT THAT PANELS WILL NOT OFFER HUMANE PROTECTION UNLESS STEEL TUBE A BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". O "h" HEADER SCALE : 1/4 . 0' -1' STEEL BAR SCALE : HALF SIZE L EXIST NG STRUCTURE (PERP. TO PANEL SPAN) WIDTH UNLIMITED TYP. SECTIONS TOP MOUNT 1 6 )I �(74; EXISTING STRUCTURE TRAP MOUNT 0 "U" HEADER SCALE: 1/4" P- 4- 0 of N TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 7 OF 7 FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. :-C) OPTIONAL 1 _ 1/4 MAX. SCALE. 1 - 1/:" • 1* 2.000" • PLAN VIEW (111 OPTIONAL STEEL - BAR ON OUTSIDE OF PANELS - SEE NOTE 7 r BOTTOM MOUNT (41)( J }'7)(74 L © T .250 EXISTING STRUCTURE WI 0 O =IQ UI P4 � ai 5 4 4 ) 1 WIC ZI0 4'-' •14 _ 51 1 ' 015 1- W toi > WI W. L11; 1/4" MAX. • o ' e N . o • 4a TYPICAL CLOSURE DETAILS (PLAN) STUDDED ANGLE SCALE : 1/4" . 0' -1" 1 125" (TYP) 5.00 MAX. ANGLE 6061 -T6 FOR DETAIL - T- 0 SCALE :1 /4 "c0' -1" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION K _ DIRECT MOUNT ELEVATION . FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 7 OF 7, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SMEAR FASTENER IZD 12" O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR OPTIONAL 7 1/2" MIN. OVERLAP w ALUM. ANGLE CLOSURE PIECE: 1" x 2 - x .125" MIN. TO 2 x5'x.125 - MAX. O TRAP MOUNT `0 O FACE MOUNT 1/4 -20 MACHINE SCREW STUD 1 -1/2" MIN. / (1 PLAN VIEW 1 0 • . L (11; OPTIONAL STEEL'BAR ON OUTSIDE OF PANELS SEE NOTE 7 EXISTING STRUCTURE 1 r 0 OPTIONAL i SEE more 7 ji 1 0 11 OUTSIDE .093 TYP. 1/4 -20 MACHINE SCREW STUD 2.00 } STUDDED ANGLE SCALE : 1/4" . 0 -1" o I .093" TYP. NI 3.00 - (MAX.J ANGLE 0 SCALE : 1/4 x D' -1 SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) OPTIONAL STEEL BAR - ON OUTSIDE OF PANELS SEE NOTE 7 PLAN vIEW I 1 SIDE MOUNT IM)( x;71 OR OIRECT MOUNT (TYP)\ HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 7 OF 7, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. -p TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED)-. - • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ LE: 19q BY , ; .. pIV:S:ON BUILDING CODE COIN LANCE OFFIC; ACCEPTANCE NO. �4- 45 ?.0 .6 Z .% 01 r 01 VW IV J O: r" W A 0 4 •2 .n S 0 aI Ni �IF1 .4 [crown ey GO J 7.5 of l b yj VJK ( vJUJ crowing no. 96 -110 .town' SEE MIN. SEPARATION FROM GLASS A. GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE / CONNECTION "TYPE 1' -J ANGLE EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) _ O 0 0 W 0 W GLASS OR DOOR EXISTING CONCRETE. MOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE / CONNECTION TYPE r ©CONT. TO WALL DETAIL 0 (TYP. TOP L BOTTOM) 7 EMBED. ITYP.I SCALE: 3 - - 1• - 0 - ©CONT. EXISTING CONCRETE. - HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) WALL MOUNT SECTION SCALE : 3 = 1' -0" o CONT. — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r PANEL TO ANGLE DETAIL Q CONT. O 1/4 -20 MACHINE BOLT L W INONI/L lb 12' O.C. FOR PANS LENGTHS LESS TWA OR EQUAL TO 104 AND p 4' 0.C. FOR PANEL LENGTHS GREATER TMAN 104 SIDE CLOSURE REQ [SEE PLAN VIEW) BUILD —OUT MOUNT SECTION 1/4' MAX. 1 1 J 0 Z =I )- I 2 2 W in • J W • J Z IW m a :, . r D. .X:Z Z•0 1- •N 1 W 1 w N • • — 1/4 -20 MACHINE BOLT L WINGNUT (B 12' 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND 01 6 O.C. FOR PANEL LENGTHS GREATER THAN 104`. 41 TEK SCREWS OR 1/4 -20 BOLT AND NUT lm 12 O.C. STAGGERED (TYP. TOP AND BOTTOM) 1/4' MAX. Z 1- a, — O N Z J O W W < J Z J < W < Z • CC D < N S Z W ▪ N GLASS OR DOOR EMBED. (TYP.) FASTENER. SEE ANCHOR SCMEDULC REFERENCE CONNECTION 'TYPE 1' BLASS OR DOOR--- - SEE MIN. SEPARATION FROM GLASS SCHED. WOOD FRAMING 7 N. 0 01 W 1 swa \q \ \Nl \lw:�. II i ce, EMBED. (TYP.) SEE MIN. SEPARATION FROM GLASS SCMED. WOOD CEILING/ INSIDE O F MOUNT SECTION SCALE : 3'• = ©CONT. ANGLE TO WALL DETAIL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE Y WOOD FRAMING ©CONT. 1/4' MAX. PANEL TO ANGLE DETAIL I O WALL MOUNT SECTION - SCALE . 3' . 1/4-20 MACHINE BOLT L WINGNUT 0'12 O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND (A 6 O.C. FOR PANEL LENGTHS GREATER THAN 104'. FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 4' — 1/4 MAX. J 0 ka • v r N 2 Z W < J 4 W la J J la 0 Z O < r X Z I 0 la r 1/4 -20 MACHINE BOLT L WINGNUT Q!t 12' O.C. POP PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND Im 6' O.C. FOR PANEL LENGTHS GREATER THAN 104'. (TYP.) © CONT. GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCMED. SCALE 3 = 1 -0 SCMEDULC BASED ON TYPE OF STRUCTURE) 1/4' MAX. 1 r N I � W 1 11 W F EDGE T. CEILING /INSIDE MOUNT SECTION W 0 X v F. N 2 Z O . W Z W at < Z < O < C. X 2 < Z O EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY UC ROL DIYIS'ON BUILDING CODE COMPL:ANCE OFFICE ACCEPTANCE NO. - — date O Z m - ..... N �O • r W = 0. m °° 1- N 0 -IN 4 La Z I ` °• u r 4 W n 0 F'.f J Jr- H Q , o 0 -e i r l W Z = oI� N O W, PIa. 0 • L4(L x y a l - -.1EI IZ 2 =oX aI {Y ,jbf °u I J W u I Z u < I to 0 Q I Z 0 _ • j m - J I O 1 u 61 . tV u i < NZ I E j WN Z Z Z eno < m 0o E co Z co -J Z a < W E 0 0 o 0 0. an < O E C 0 Z 0 C t? 2 5 al W G � J •I< v 1 o ■ IA a 210 W I W ZV 2. 11A 0 v o I- z 21.4 0 0 I W 1J 6 2 /22/96 1 scale AS NOTED) rdasign by 1 vJK Crown by 00 QraWIng n0. 96 -110 Ecb byj VJK *hoot 2 et 7 t$/26 /E7 10:15 EMBED. (TYP,) T t EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE' OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE '-" FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION - TYPE S" •--1 EMBED. FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 4' EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SEE MIN. PANEL SEPARATION FROM GLASS SEINED. GLASS OR DOOR rx1. x0.055.OR 2 x 4 x 0.055 ALUM. TUBE OR 2 x 4 OR 2 x 6 P.T. WOOD BLOCKING THIS DETAIL MAY BE USED AT TOP OR BOTTOM Of PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO x 72 PSF. WALL MOUNT SECTION (BOTTOM) SCALE : 3 = 1' -0'• THREE 1/4 WOOD LAG SCREWS W/ 2 -1/4 MIN. EMBED. p 24' 0.C. MAX. CONT. 4 x 250 - ALUM. PLATE OVER WOOD MEMBERS 03 CONT. SOFFIT CONNECTION DETAIL O SCALE : 3- - 1•-0- EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD O FRAMING ISEE ANCHOR • SCHEDULE BASED ON TYPE OP STRUCTURE) j 0 40 J y 'Z W < <Z < n GLASS _ < OR DOOR n G SEE MIN. SEPARATION @CONT. 0 FROM GLASS SCHED. to ta —FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1 -1/2 PENETRATION INTO WOOD BLOCKING p 12 D.C. FOR ALUM. TUBES USE 1/4'0 S.S. LAG SCREW W/ 1 -1/? PENETRATION INTO CENTER OF STUDS LOCATED (es 24 O.C. MAX. I. ONE 1/4 TMRU BOLT W/ ACCESS HOLE p MIDWAY BETWEEN STUDS. TWO -1/4 - 0 S.S. LAG SCREW (m 24' 0.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUDS - WOOD ROOF TRUSS / OR FRAMING MEMBER - STUCCO FINISH OR ' PLYWOOD SOFFIT *11. SMS BETWEEN TRUSSES p 2L - O.C. 1/4 MAX. EMBED) (TYP.) THREE 1/4 - 0 WOOD LAG SCREWS W/ 2 -1/4 MIN. EMBED. p 24 0.C. MAX. PLACE ONE FASTENER TMRU HEADER rx4 OR1 - x6 - .06Z CONT. ALUM. TUBE = J (6063 v �m w • <- M74 SMS p - O.C. J • I BETWEEN TRUSSES W Q ' p 24 O.C. Z II. • „_ X i T z n SCALE : 3 - 1' -0 FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1 (USE ANCHORS FOR DIRECT MOUNT ONLY p 6 OR 12' O.C., BUT DO NOT EXCEED SCHEDULED SPACING, EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE Of STRUCTURE) WALL MOUNT SECTION (DIRECT MOUNT) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2' = 1• -0 0 Z F v b Z " n J N Z W m al< 1- a X Z z If I N iW W FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE r ACCESS HOLE (TYP) 0 CONT. 2 x 5 x 1 /8 ALUM. PLATE 16063 -T6) INSIDE EACH SIDE. FASTEN W/ B 012 SMS OR 3/16'0 POP RIVETS EACH SIDE AS SHOWN p r O.C. 1 x ALUM. TUBE WOOD ROOF TRUSS OR FRAMING MEMBER / STUCCO FINISH OR / PLYWOOD SOFFIT 1 /4 MAX. • 1 1MAX. DESIGN LOAD - 56 P.S.P.) O O ALT. SOFFIT CONNECTION DETAIL SCALE : 3' - 1• -0 SCALE : 3 = EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE RASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE Y 1 /L -20 MACHINE BOLT & WINGNUT p 12 - 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 AND p 6 O.C. FOR PANEL LENGTHS GREATER THAN 104 - . SEE MIN. SEPARATION FROM GLASS SCHEDULE NOTF: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL 0 CONT. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA, �. R 3 19 BY Air ; IF". • ►SN I %L DIVIS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO e6 - 6S'ZO. CONT. WOODFRAMING REQURED f —FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5 i/2• PLYW000` 1/4 MAX. 1 <— 12. al 0 Ill J IL • 1110 J Zr W 0. ' W • 1 a 00 CC Z • H W 41' v I1 W N N SOFFIT CONNECTION DETAIL O SCALE : 3 = 1• -0 s =z- g. a � 14� 0 1 J 1 0 LU u Z Os < I (7 .0 a 1; Z to I m Z IX PI CC I D N— -- o I— Na 1— 1J a N N < .. 1 U N z D ul N Z Z z3 m 0 < .Oo —I Z a. < W E D 0 o O G. c Z (Design by 1 VJIc Or- Vin6 m.. • 9& -'11D -Door 3 N7 JEMB 02726/97 10 :15 4 GLASS OR DOOR o I 0 S Z I J1 J: WI ALUM. STUD ANGLE 4 x , 2 - x.093" 3 /4" PLYWOOD 1 /2 TMRU BOLT 012 O.C. 1 /L - I RAWL CALK -IN (m 12' O.C. WITH 7/8' MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 - 0 LAG SCREW 0 24' O.C. W/ 1 -1/2' MIN. EMB. IN W000 ® 2 x 2 x 1 /e CONT. ALUM. ANGLE 6063 -T6 IMAX. DESIGN LOAD • 72 PSF) --- 2 x 6' x 1/8" CONT. ALUM. TUBE (6063 -16) 1/4 - 0 RAWL CALK -IN p 6 O.C. W1TN 7/8' MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4'• LAG SCREW @ 12 - 0.C. w/ 1 -1/2 MIN. EMB. IN WOOD. O "PASS THRU" DETAIL U SCALE : 3" - 1 * -0" 41 —MAX. 1/8" TILE r: FINISH MATERIAL 4" MAX. WALL MOUNT ® SCALE: 3" c 1' -0" 1/4 -20 S.S. BOLTS W/ WINGNUTS 0 MIOSPAN OR Sr O.C. MAX. (TYP) ANGLE MAY VARY O SCALE : 3" - 1 -0 NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD FASTENER. SEE A1:ICHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 2' 0 ' 1/4" MAX. • I 4 1- IF O = J -I au J IZ.4 l O. Z I 00 X H W 4 1u u F I W YI its i U7 1 ALT. CORNER DETAIL .5 2'x 2'x0.125 - CONT. T04 x x0.125 6063-T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE 1/2 6' 6 1/2 L 1/4' -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" - 1' - 3/8 "4 MOLE FOR FASTENING PANEL 2 x 2 ALUM.. STUD ANGLE FOUR 1/4'0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. p 4 O.C. SCALE: N.T.S. PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR © FASTENING (ISOMETRIC) SCALE: 3" • 1 -0" 2 0 2' x2 "x.093 STUDDED ANGLE X W/ 1/4 -20 STUDS L WwGNUTS 012" O.C. W 1/4 -20 MACHINE BOLT AND NUT 0. 0 12" O.C. X t ---1 \- 1/4' 0 RAWL CALK -IN (¢t 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. © 2 x S : t /e CONT. ANGLE 6061 -16 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) EDGE MOUNT DETAIL SCALE : 3" - V -0" N ! e N� 8 - x 3 - x 1/4" ALUM. ANGLE r 1/4" -20 STUD tni W/ NUT p 6 O.C. 2 - x3 - x 1/8' T ALUMINUM ANGLE 1 -1/2". i 1•-1/r INTERIOR FASTENING ANGLE ASSEMBLY X f n APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DA NO A'_r, 19 BY :172 I1 '1 L DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. q 6 — D.S2O. -) l o Z i Q l7 . °o d I Z 0 I- U NON Ca N ' < N= I Le • D W N Z • Z Z °Do E Q m00 D 1 mam < - I W E 0' 0 o 0 12. U1 Q O Z anummis U 0 z N ~ N W1 Q ~ O O V)4 a Q 0' W Ad 0 S o W ui m N 0 W V z J m - 6 011 z 16 w 4 W r- J < u" 4 31 • N W As - Z r-5 . H Hid. con ELX I C! .z X (S ,.F 0.1I. IJ IcaosIgn by VJK Ch .ck.d b vn(J d rawing no. • 96 -110 • Met 4of E d: SCALE : 3 . 1• -0' Y x a' - 2 x 2" x 0.055 6063 -T6 ALUM. TUBE 2 2' 4' FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE r NOTF• THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL SCALE : 3' • 1•_0- k sf EXISTING CONCRETE. Y HOLLOW B W LOCK. OR 000 I 2 - x 2' x 0.055' 6063 -T6 ALUM. TUBE FRAMING (SEE ANCHOR x 2' I 2' x 4' SCHEDULE BASED ON TYPE 2 x S Of STRUCTURE) -- 1/4'• MACHINE BOLT p 6 - O.C. 1/2 2 Z I J m W • W < 12 f ;11 /X <I¢ •° 1 00 • F W < 1 A.OZ U = IW 1 " L 2 x 2 x .093 - STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 2 Q CONT. HEADER MOUNT DETAIL 1 /4 MAX. s z Z J Z ®2 - x 2 - STUDDED ANGLE EMBI 1/4 -20 MACHINE BOLT & wINGNUT (S 12 O.C. OR p 6 0.0 FOR PANEL LENGTHS GREATER THAN 104 (TYP. TOP & BOTTOM) EMBED. 1/4' x 3/4 TEK SCREWS OR 1/4 -20 BOLT AND NUT (m 12 O.C. STAGGERED (TYP. TOP AND BOTTOM) APPROVED AS COMPLYING MTh THE SOUTH FLORIDA BUILDING CODE DAT IN i t.- 10 cr) 2" x 2" ALUM. TUBE BUILD—OUT" .1 ROL D:VISEUN 3UILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Ce t - 0-6 Z EXISTING CONCRETE. MOLLOw BLOCK. OR W000 FRA)61Ki (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) o- - 1 /4 - oRAWL CALK -IN (� 4' O.C. / W/ 7A MIN. EMNED. IN CONC. � - , OR HOLLOW BLOCK s 2 MIN. t -1 /2' MIN. 1/4 -20 STUD L WDIGNUT, P PANEL TO ANGLE i CONNECTION go 12 O.C. C• CONT. O Z ALT. TRAP MOUNT DETAIL SCALE : 3" - 1' -0" 12 x 3" 2 - x 4' x 1 /B" 2 - xS" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 4 ``. ® CONT.- EXISTING CONCRETE." HOLLOW BLOCK. OR W0013 FRAMING (SEE ANCHOR I / SCHEDULE BASED ON TYPE 1/' OF STRUCTURE) i 2 -1/2" 1 Or SCALE: 3 • 1 NON - STRUCTURAL j)OTF: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL STORM PANEL BUILD —OUT z < — N 4 . ■ tt 8 w w 1 - 1/4 -20 MACHINE BOLT 4 WINGNUT @ 12 O.C. : OR p 6 0.0 FOR PANEL 1 LENGTHS GREATER THAN 104'. (TYP. TOP 4 BOTTOM) ® 2 x 2 x .093 - STUO ANGLE Z I J p • I L7 O. ( Z o m Z 1 41 mil m CC I O 1- Nu'c F- 1 I V N .N (/) I Q N = a 1 U N Z ▪ 3 H aJ Z Z Q m E i coZ • II .- Q O o a. o 1I E a il .sc.i l <c § ,: it c g : l oc g c 1 ' w•u1 , - IWI= INI l 1 .'mil Jl O I I •Ial� _ 1 v1w•21 •Y.Y Y Y C 'OIaI2• =I2• 0 1 � I } S lvl o �win� I I L' �I - �..11 .r� V.J. KNE a- CH PROFESSIO GINEER FL Li PE 0 dal• O Li > _ . m 1 Y N• 'n W : 0. 14r H• O JN•1< . Z I " ' Iu: 0: Vl • 1/11 .1• X: -� J z. . O O 1 > rid=:' ell 111 x. 12.1 W• N . W a II Z. I Y. on .1 u. er t,44 t J o. :: O+• D a O tn1 ti1 4z Ino. Z o�. YO poi ¢: O W :i1 }. i O..x:::::;:.:..11,11.1 : 0.. , . -= 4 I IL 983 22/96 e No. an••r S of 7 B 2 6 1997 drawn by DB AS NOTED sign Dv lcn acx•d e • VAC L VJK 1 drawing no. 96 -110 FASTENER SPACINC'ONCMESI ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN I EXISTING STRUCTURE ANCHOR TYPE ^ L OAD (W) PSF . MAX. Y EDGE DISTANCE 3' EDGE DISTANCE S' -0' MAX. SPAN 7'-6' MAX. SPAN 10' -6' MAX. SPAN S' -0" MAX. SPAN 7' -6" MAX. SPAN 10'-6 - MAX. SPAN 1 CONNECTION 2 TYPE 3 4 S CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 3,000 PSI CONCRETE ' 11dllllll11111111111111111Nlllplr 1/4 ^O ITW 7APCON W/ 7 -Vt MIN. EMBEDMENT 48 12 8 11 12 12 12 S 7 11 12 122 3 5 8 9 12 9 12 12 12 12 6 8 12 12 12 4 6 10 11 62 12 6 • 12 12 12 L 5 9 9 12 3 4 6 7 12 79 3 12 12 12• 5 6 11 12 12 3 48 4 ,. - 8 72 12 5 7 11 12 12 3 5 7 • 10 NA 3 S 6 1 2 6 8 12 12 12 4 5 9 10 .12 NA 4 7 7 92 12 4 S 9 10 11 NA 3 6 6 8 NA KA 4 4 12 4 6 11 12 12 3 4 7 8 9 NA 3 S NA 200 0 NA NA l 4 5 NA NA NA 3 3 NA NA NA NA 9 NA 3 5 5 6 NA 114 3 3 4 NA NA NA NA ^ • 48 12 6 8 12 12 12 4 5 9 10 12 3 4 6 7 12 7 9 12 12 12 4 6 12 12 12 3 4 8 9 62 12 S 6 11 12 72 3 4 7 8 9 KA 3 S S 12 S 7 Q 12 T? ] S 9 10 70 NA 3 6 T 17 1/4 - • RAWL ZAMAC NAIL-64 W/ 1-1/8' MIN E CEDMENT 72 12 4 5 9 10 11 NA 3 6 7 8 NA NA 4 S 12 4 6 12 12 12 3 4 a 8 9 NA 3 5 6 92 12 3 • 7 6 9 NA 3 S 5 6 NA NA 3 3 12 3 S 9 10 10 NA 3 6 6 7 NA NA 4 4 200 6 NA NA 3 3 4 NA NA NA NA 3 NA NA NA NA 7 NA NA 4 4 4 N4 16A NA 3 3 KA NA NA NA < 1/4 RAWL CALK -IN W/ 7/8 EMBEDMENT S. 1/6.-20 SIDEWALK BOLT (3/4'0 MEAD) 48 12 12 12 12 12 12 8 11 12 12 12 5 7 • 9 12 12 12 12 12 12 10 12 12 12 12 7 9 12 12 62 12 9 12 12 12 12 6 8 9 9 12 4 6 6 7 12 11 12 12 12 12 7 10 12 12 12 5 7 11 11 72 12 8 11 12 12 12 5 7 8 a. 12 3 S 5 6 12 10 12 12 12 12 6 9 12 12 12 4 6 9 10 92 12 6 6 9 10 12 4 S 6 6 12 3 4 4 4 72 • 10 12 12 12 5 7 10 11 12 3 5 7 0 200 11 NA 3 4 4 7 NA NA NA 3 5 NA HA NA NA 12 3 4 7 7 9 NA 3 6. 5 7 NA NA 3 3 11 48 1 2 6 8 1 2 1 2 1 2 4 5 5 9 1 2 3 4 6 3 A 1 2 6 9 1 2 1 2 1 2 4 6 1 0 7 1 1 2 3 4 7 8 191 ^ %; 1/1.0 ELCO FEMALE 'PANELMATE W/ 1_1/4 MIN. EMBED. & 7/4-20 SIDEWALK BOLT 62 12 5 6 10 11 12 3 4 6 7 9 NA 3 4 5 12 5 7 12 12 12 3 6 8 6 10 NA 3 5 6 72 12 4 5 8 0 11 NA 3 5 6 8 NA NA 4 4 12 4 6 10 11 12 3 1. 6 7 0 NA NA 4 5 92 12 3 4 6 7 9 NA 3 4 4 6 NA NA 3 3 12 3 6 6 6 9 NA 3 5 5 6 NA NA 3 4 200 6 NA NA 3 3 4 NA NA NA NA 3 NA NA NA NA 6 PA NA 3 4 4 NA PA NA NA 3 NA NA NA NA -- ril • 1/4"0 ELCC MALtE - PANELMATE' M/ t /6' MIN. EMBEDMENT 48 1 2 6 6 12 12 1 2 1 . 5 8 9 72 3 4 6 6 1 2 6 9 72 12 72 4 6 1 0 11 72 3 4 7 6 62 12 5 6 10 11 12 3 4 6 7 9 NA 3 6 5 12 5 7 12 12 12 3 4 a 0 10 NA 3 5 6 72 72 4 5 • 9 17 NA 3 5 6 8 NA NA 4 4 12 4 6 10 11 12 3 4 6 7 8 PIA NA 4 5 92 12 3 L 6 7 9 NA 3 L 4 6 NA NA 3 3 12 3 4 0 8 9 NA 3 S S 6 NA NA 3 4 200 6 NA NA 3 3 4 NA NA NA NA 3 NA NA MA NA 6 NA NA 3 4 4 NA NA NA NA 3 NA NA NA NA 3 68 12 8 11 12 12 12 5 7 10 10 12 4 5 7 7 12 11 12 12 12 12 7 9 12 12 12 5 7 11 12 1111 1. L- j 62 12 6 9 11 12 12 4 6 7 a 12 3 4 5 6 12 8 11 12 12 12 5 7 12 12 12 4 5 9 9 .:1113 . - 7 /4^0 ITW RED HEAD DYNABOLT SLEEVE. ANCHOR W/1 -1/8 MIN. EMBED. 72 12 5 7 10 10 12 3 S 6 7 11 NA 3 4 5 12 7 9 12 12 12 4 6 10 11 12 3 4 7 8 92 12 4 6 6 8 12 3 4 5 5 8 NA NA 3 4 12 5 7 12 12 12 3 5 8 9 11 NA 3 6 6 200 6 NA NA 3 3 5 NA NA NA NA 6 NA NA NA NA 10 NA 3 5 6 7 NA NA 3 4 5 NA NA NA 3 12 11.�yy j 48 12 T2 12 12 12 12 6 11 12 12 12 6 8 6 9 12 12 12 72 12 72 10 12 12 12 12 7 10 12 12 1 O-. (♦6.1 62 12 9 12 12 12 12 6 8 9 10 12 4 6 6 7 12 72 72 12 12 12 6 11 12 12 12 5 7 11 12 -ti 72 12 6 11 12 12 12 5 7 e 8 12 6 5 5 6 12 10 12 12 12 12 7 9 12 12 12 5 6 9 10 1/4'0 RAWL DROP -IN L 1/4-20 SIDEWALK 92 12 6 9 9 10 12 4 6 6 6 12 3 4 4 4 12 6 11 12 12 12 5 7 10 11 12 3 5 7 8 1- 11/4 " MIN EMBEDMENT 200 12 3 4 4 4 8 NA NA 3 3 5 NA NA NA NA 12 3 5 7 7 10 NA 3 4 5 7 NA NA 3 3 p 48 12 6 8 72 t2 12. 4 5 9 10 11 NA 3 6 7 12 6 8 12 72 12 4 5 9 10 11 NA 3 6 7 � 11111111 { 62 12 4 6 11 12 12 3 4 7 8 • NA NA 5 _ 5 12 4 6 11 12 12 3 4 7 8 • NA NA 5 5 0 72 12 4 5 9 10 10 NA 3 6 7 7 NA NA 4 5 12 1: S 9 10 10 KA 3 6 7 7 NA NA 4 S VG ASHLEY QUICK -SET ANCHOR W/ 7 -7/4" 92 12 3 4 7 1 8 NA NA 5 5 6 NA NA 3 3 72 3 4 7 8 8 NA NA 5 5 6 NA NA 3 3 MIN. EMBEDMENT 200 5 NA NA 3 3 3 NA NA NA NA NA NA NA NA f1A S NA NA 3 3 3 NA NA NA NA NA NA NA MA NA ANCHOR SC)DULE FASTENER SPACING (IMCHC51 REQUIRED FORI/ARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. Y ED3E DISTANCE 3' EDGEEISTANCE S' -0" MAX. SPAN 7' -6' MAX. SPAN 10' -6" 38AX. SPAN 5' -0" MAX. SPAN lr-15" PIAX.SPAN 10' -6" MAX-SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 IMRE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK M. 1111111111111111111111111p11111r 1/4 - e ITW TAPCON W/ 1 -1 /4' MIN. EMBEDMENT 48 72 3 4 7 8 9 NA 3 5 5 6 .� NA 3 4 12 3 5 9 1 0 AO • NA 3 6 7 7 NA NA 4 S 62 10 NA 3 6 6 7 NA NA L 4 5 KA NA 3 11 NA 3 T 8 7 NA 5 5 5 NA NA 3 3 72 9 NA 3 5 5 6 NA NA 3 3 4 ,. - NA NA NA 10 NA 3 6 7- 6 NA 4 L 4 71* NA 3 3 92 7 NA KA 4. t 4. NA NA NA 3 3 NA NA NA 8 NA NA 5' S 5 NA � 3 3 3 NA NA NA NA 200 ] MA NA NA PIA MA NA NA NA NA i NA NA NA 3 NA NA NA NA NA NA NA NA NA P4A NA MA NA 8 48 tt L S 11 12 11 NA 3 7 a 0 NA 5 5 12 L 6 12 12 12 3 ' IS 9 1 0 9 74 4 3 4 7 62 123 9 9 NA 3 5 L 6 . NA/. 4 12 3 5 10 11 10 NA 7 7 7 NA NA 5 5 � � ' t 1/4'6 RAWL ZAMAC N46-N W/ 1-V8' MN. EMO[DNENT 72 11 NA 3 7 8 7 NA NA 4 5 S NA 3 3 12 3 4 9 10 8 MA. - 6 6 6 NA NA 4 4 92 9 NA 3 5 6 6 NA NA 3 L L NA NA 3 10 NA 3 7 7 L NA mi ll L 5 4 NA NA 3 3 200 L NA NA NA KA NA NA NA NA NA NA NA NA NA 4 NA NA 3 3 3 NA ! NA NA NA NA NA NA NA � IN .11 48 12 5 7 11 12 12 3 5 7 6 11x4, 5 3 12 7 9 12 12 12 4; 11 12 12 3 6 • 9 62 12 4 6 0 9 12 NA 4 . 5 6 8 paw NA L 4 12 S 7 12 12 12 3 9 10 10 NA 3 6 7 1/6. RANI C -IN W/ 7/8 EMBEDMENT 8 1/4 -20 SIDEWALK BOLT (3/4'0 HEAD) 72 12 3 5 7 6 10 NA 3 5 5 7 M61A CE 7A NA 3 3 12 6 6 11 12 12 3 7 8 9 NA 3 S 6 •• 92 12 3 4 S 6 8 NA NA 3 8. 5 NA MA 3 12 3 5 9 10 10 NA - 6 6 7 NA NA 4 4 200 5 NA NA NA NA 3 NA NA NA NA P44714 NA NA I4A 7 NA NA L 4 4 NA' NA 3 3 NA NA NA NA li 48 12 6 8 72 t2 12 4 5 8 9 12- 3 4 6 6 12 6 9 12 12 12 4 d 10 11 72 3 4 7 8 62 12 5 6 10 11 12 3 4 6 7 9 *714 3 4 5 12 3 7 ' 12 12 12 3 A 0 8 10 NA 3 5 6 II10 • ' 7/4 ELCD FEMAL: 'PANELMATE W/ 1 -1/4 MIN. EMBED. L 1/4 -20 SIDEWALK BOLT 72 12 4 5 6 9 11 NA 3 5 6 8 ,AEA NA 1. 4 12 4 6 11 12 3'<& 6 7 8 NA NA 4 5 92 12 3 4 6 7 9 NA 3 6 4 6 434 NA 3 3 12 3 6 8 a 9 NA' 3 5 5 6 NA NA 3 4 200 6 NA NA 3 3 4 NA NA NA NA 3 ; NA NA NA NA 6 NA NA 3 4 4 NA, -NA NA 3 NA NA NA NA ' --' 48 12 6 5 72 72 12 4 5 8 9 12:3 4 6 6 12 6 9 1 12 12 4` 3 10 11 12 3 4 7 8 62 1 2 S 6 10 11 12 3 4 6 7 9 p u . 3 4 5 12 5 7 12 12 72 3' A. 8- 0 10 NA 3 5 6 I6 - s 1 MALE •PANELM ATE - W/ 1 -1 /t' NELMTE MIN. EMBEDMENT 72 12 4 5 8 9 11 NA 3 5 6 8 NA 4 4 12 4 6 10 11 12 3 A 6 7 8 NA NA 4 5 92 12 3 4 6 7 9 NA 3 4 4 6 `'111 NA 3 3 12 3 4 8 a 9 NA 3 5 S 6 NA NA 3 4 200 6 NA NA 3 3 6 74 4 .4 4 7 4 4 4 94 4 3 NA 144 NA NA 6 NA NA 3 4 6 NA' '• N4 NA 3 NA NA NA NA _ 1 68 12 3 6 9 9 9 NA 3 6 6 7. 4 NA 6 4 12 6 6 12 12 12 3 '4l 9 8 1 NA 6 7 C=M`' 62 11 NA 3 6 7 7 NA NA I. 5 5 'NA NA 3 3 12 3 4 10 11 9 NA :3 .6 7 6 NA NA 4 5 1/4 ITW RED HEAD DYNABOLT SLEC YE I ANCHOR W /1 -1 /0- MIN. EMBED. 72 9 NA 3 6 6 6 NA NA 4 4 6 - MA NA NA 3 12 3 4 8 9 " 8 NA 14 5 6 5 NA NA 4 6 92 7 NA NA 4. 5 5 NA NA 3 3 3+ SA NA NA NA 9 NA 3 6 7 6 NA AY4 5 4 NA NA 3 3 200 3 NA NA PA NA 1 NAINA NAI NA NA NA, NA NA NA 14A 4 NA NA 3 3 NA PKAl2*9IA NA NA PA NA NA NA 48 12 6 8 12 12 12 L 5 9 10 11; 166 3 6 7 12 6 8 12 12 12 & 31 9 10 Ti NA 3 6 7 62 12 6 6 11 12 12 3 4 7 a 8' NA NA 5 5 12 4 6 11 12 12 3 Ai 7 8 8 NA NA 5 5 d^ 1111111111111111117 1 /4'66 ASHLEY nUKR -SET ANCHOR W/ 1 -1/4' MIN. EMBEDMENT 72 12 4 5 9 10 10 NA 3 6 7 7 BA NA 4 5 12 L 5 9 10 f0 NA 3 6 7 7 NA NA 4 5 92 12 3 4 7 0 8 NA NA 5 5 6 164 NA 3 3 12 3 4 7 8 8 NA ]6 5 5 6 NA NA 3 3 200 5 PA NA 3 3 3 NA NA NA NA NA NA NA NA NA 5 NA NA 3 3 3 MA. � g 81284 NA NA NA NA NA NA ANCHOR NOTES, t SPANS 8. LOADS SHOWN MERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPCUMC LOADS MUST 8! UMITED TO THOS[ SHOWN N TABLE 1, SHEET 7. 2. [N7 89 TADCZ BASED ON TMC EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCL 3. CHODS! DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE 01SK(N LOAD ON BUILDING AN0 CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING PROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIPKAYION or CONNECTION TYPE. S. MN•OUM (MIB!OMENT AND EDGE DISTANCE EXCLUDES WALL AMISH OR STUCCO. 6. WHERE LAG SCREWS PASTEN TO NARROW PAC! OP STUD PRATING. PAST(NCR SNALL 8E LOCATED IN CENTER OP NOMINAL 2 4' (MN) WOOD STUD. W000 SMALL BE - SOUTHERN PM!' O • 0.58 OR BETTER DENSITY. 7. ANCHORS SHALL BE NSTAL1L0 IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ PIN. EneeoMCNT INDICATED 4501/L 8. V4 - 20 TRUSS HEAD BOLTS HAY 8E USED IN LIEU OF 1/4 - 20 SIDEWALK DOLTS F 10 KEYHOLE WASHERS ARE USED. 9. NA DES/ORATES NOT APPLICA3IE. 00 NOT USL 10. EXISTNG STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE AN0IOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. N REQUIRED POR DIRECT MOUNT it 6 0R 12' 4 590940 ONLY. SPACINGS NO TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. • . 6.z • Y ' APPROVED AS CONIPLYIN WITH THE SOUTH FLORIDA BUILDING CODE DAT r i : _ 19 1 BY :P1 OL DIV'.SZti BUILDING CODE C MP1 CE OFFICE • ACCEPTANCE NO. "r?- 6500.00 • 0 J 4 m • ( NI w"i ° • F O -men Z /4 <' la J 4 0 4 o" 000 3 is h 1- r rIA 2I N N Y d 1 • W l 14 Z 1 �I in <1 ai � N W 1 Z' r• 0. C. • • • Z: 17 C ' }• D-: O I .. .1z!Ni. I i r> >I zlol� C. • W I W I - 8 l i•8 44 74 . 1-,! "? 9 • V J. EKE PROFESSED/ GIHEER FL. L',- • s6: No PE 0 •983 6 1997 date 2/96 AS NOIED) deaagn tie drawn er 00 (8M V JK1 drarin0 no. 96 -110 and 6 of 7 02/26/97 10:16 - ANCHOR SCHEDULE DESIGN LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 3/4" EDGE DISTANCE 5' -0" MAX. SPAN 7' -6' MAX. SPAN - 10' -6" MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 C011NECTION 1 2 TYPE 3 4 5 000M 1 ^3/4" MIN. f 48 12 12 72 12 12 12 9 72 10 71 12 6 8 7 8 I I 11� Illlilllll{IIIIIIIIIIIIIIIiI► 1/4'0 WOOD LAG w/ 1 -3/4' MOM. THREAD EMBEDMENT SMEAR PARALLEL TO WOOD ORAN 62 12 10 12 12 12 12 7 9 0 8 12 S 6 6 6 72 II 9 1 2 1 0 . 1 1 1 2 6 6 7 7 1 2 4 5 5 5 92 12 7 9 8 8 12 4 6 5 S 12 3 4 4 4 200 12 3 • 3 • 8 PU. NA NA NA 6 NA NA NA NA 1 - 3/4• MIN. 48 12 12 72 12 12 12 9 72 a • 12 3 6 • 6 • • 111111111111111111IMI111v 1 /4 W000 LAO W/ 1 -3/6 MIN. THREAD EMBEDMENT SMEAR PERPENDICULAR TO WOOD GRAIN 62 V 10 12 10 10 12 7 9 6 6 12 S 6 4 4 72 12 9 12 • 8 12 6 a S 5 12 • 5 4 4 42 12 7 9 6 7 12 4 6 4 4 12 :5 4 3 3 200 12 3 4 3 3 8 N A NA NA NA 6 NA NA N A NA ANCHOR NOTES, t SPANS 8. LOADS SHOWN MERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPCUMC LOADS MUST 8! UMITED TO THOS[ SHOWN N TABLE 1, SHEET 7. 2. [N7 89 TADCZ BASED ON TMC EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCL 3. CHODS! DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE 01SK(N LOAD ON BUILDING AN0 CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING PROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIPKAYION or CONNECTION TYPE. S. MN•OUM (MIB!OMENT AND EDGE DISTANCE EXCLUDES WALL AMISH OR STUCCO. 6. WHERE LAG SCREWS PASTEN TO NARROW PAC! OP STUD PRATING. PAST(NCR SNALL 8E LOCATED IN CENTER OP NOMINAL 2 4' (MN) WOOD STUD. W000 SMALL BE - SOUTHERN PM!' O • 0.58 OR BETTER DENSITY. 7. ANCHORS SHALL BE NSTAL1L0 IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ PIN. EneeoMCNT INDICATED 4501/L 8. V4 - 20 TRUSS HEAD BOLTS HAY 8E USED IN LIEU OF 1/4 - 20 SIDEWALK DOLTS F 10 KEYHOLE WASHERS ARE USED. 9. NA DES/ORATES NOT APPLICA3IE. 00 NOT USL 10. EXISTNG STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE AN0IOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. N REQUIRED POR DIRECT MOUNT it 6 0R 12' 4 590940 ONLY. SPACINGS NO TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. • . 6.z • Y ' APPROVED AS CONIPLYIN WITH THE SOUTH FLORIDA BUILDING CODE DAT r i : _ 19 1 BY :P1 OL DIV'.SZti BUILDING CODE C MP1 CE OFFICE • ACCEPTANCE NO. "r?- 6500.00 • 0 J 4 m • ( NI w"i ° • F O -men Z /4 <' la J 4 0 4 o" 000 3 is h 1- r rIA 2I N N Y d 1 • W l 14 Z 1 �I in <1 ai � N W 1 Z' r• 0. C. • • • Z: 17 C ' }• D-: O I .. .1z!Ni. I i r> >I zlol� C. • W I W I - 8 l i•8 44 74 . 1-,! "? 9 • V J. EKE PROFESSED/ GIHEER FL. L',- • s6: No PE 0 •983 6 1997 date 2/96 AS NOIED) deaagn tie drawn er 00 (8M V JK1 drarin0 no. 96 -110 and 6 of 7 02/26/97 10:16 STORM PANEL SPAN STORM PANEL SCHEDULE A NEGATIVE FOR ALL MOUNTING DESIGN LOAD CONDITIONS W (PSF) L min. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 l ,10 - 0 45.0 l 9 -8 50.0 I 9 - 5 55.0 l 9 - 2 60.0 1 8 - 9 62.0 l 8 - 65.0 1 8 - 70.0 7 - 10 72.0 1 7 -7 75.0 1 7 -3 80.0 1 6 - 10 90.0 i 6 - 1 100.0 1 5 - 6 110.0 1 5 -0 120.0 4 -7 130.0 1 4 - 2 140.0 1 3 - 11 150.0 l 3 - 8 160.0 3 -5 170.0 1 3 - 2 180.0 1 3 - 0 190.0 l 2 - 10 200.0 1 2 - 9 MIN. SEPARATION FROM GLASS SCHEDULE 1 • MINIMUM SEPARATION MINIMUM SEPARATION POSITIVE FOR INSTALLATIONS FOR INSTALLATIONS DESIGN ACTUAL SH!3TTER 30' OR LESS ABOVE GREATER THAN 30' SPAN GRADE ABOVE GRADE LOAD(W) (FT - INI (INCHES) (INCHES) (PSF) BAR NO BAR NO BAR 3- 0 2 3 1 -1/8 4- 0 2 3 J 1 -1/4 30.0 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 3- 0 2 I 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 J 1 -3/8 40.0 7 -0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 3 -0 2 .3 1 -1/8 4- 0 2 3 1 -1/4 50.0 5 - 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 13 -3/4 3 -3/4 3 -5/8 3 - 0 .2 3 1 -1/8 4- 0 2 3 1 -1/4 60.0 5- 0 2 3 1 -3/8 7 -0 2 3 1 -7/8 8- 8 3 3 3 9- 0 , 3 -3/4 3 -3/4 3 -1/4 3 -0 2 3 1 -1/8 4- 0 2 3 1 -1/4 70.0 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8-8 3 -3/4 3 -3/4 3 . T 8 L T.:726.'97 • C:1- 130 125 120 2 115 110 105 -J J 100 Z 95 90 3- - - d 85 PANEL SPAN - DESIGN LOAD DIAGRAM 80 IIIIIlI11II[II[ Ill( IIIII1111111111111'�lfliilii))I 30 35 4.0 45 50 55 60 65 70 75 80 DESIGN LOAD - NEGATIVE PSF A ?FRC;ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF MARC I - 4 ,P5 EY PRODUCT '0L DIVISION BU :l. ;NG CGDE COMPLIANCE OFFICE Q ACCEPTANCE NO L� _ ._a_L.IZ NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION AY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD DIAGRAM MAY BE USED FOR INTERPOLATION OF PANEL SPANS AT A GIVEN LOAD. to Z - II z h► Y 4 ,,^. l NI Vp. pew., , j �!I= ( I � ::15....1:1° J3s o r � na.l1 • I N : i - ` I Za n M H I f � P r l P 0 > IA • c >= ° v_milr La < z ;;.a.! = • l _y zoo -• � I i_Q W IANI ]C EOZIa � 1d ..i 8!. IIIMMIIMIIMIIIIIIIMI !ti i Z ! I y ' O• 0_ 17 tD '0 1 z e, m u_ o I In N N N j I u N < '' W N i I z In: Jia, r 2,1E 15 I $f IOI `� W � slw wl -I- _a4> E '-,Iu W =:NINI i !TIa 0.m ¢I lilt -.I�lo o. • I >i i L . C llisisls� 12 : ..I-. fl ei I "lik��I:iI I ` VSKNEZWICH PROF$90NAl4NGINEER FL a se No PE 983 data 276 1997 4/12/94 . inn{ drfvn oy AS ,C7170) 00 Of at9a D7 cnfcMad b� OJK VJK ( - aavin9 no. 1 96 -110 fret 7 of 7 MIN. SEPARATION FROM GLASS SCHEDULE 1 • MINIMUM SEPARATION MINIMUM SEPARATION POSITIVE FOR INSTALLATIONS FOR INSTALLATIONS DESIGN ACTUAL SH!3TTER 30' OR LESS ABOVE GREATER THAN 30' SPAN GRADE ABOVE GRADE LOAD(W) (FT - INI (INCHES) (INCHES) (PSF) BAR NO BAR NO BAR 3- 0 2 3 1 -1/8 4- 0 2 3 J 1 -1/4 30.0 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 3- 0 2 I 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 J 1 -3/8 40.0 7 -0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 3 -0 2 .3 1 -1/8 4- 0 2 3 1 -1/4 50.0 5 - 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 13 -3/4 3 -3/4 3 -5/8 3 - 0 .2 3 1 -1/8 4- 0 2 3 1 -1/4 60.0 5- 0 2 3 1 -3/8 7 -0 2 3 1 -7/8 8- 8 3 3 3 9- 0 , 3 -3/4 3 -3/4 3 -1/4 3 -0 2 3 1 -1/8 4- 0 2 3 1 -1/4 70.0 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8-8 3 -3/4 3 -3/4 3 . T 8 L T.:726.'97 • C:1- 130 125 120 2 115 110 105 -J J 100 Z 95 90 3- - - d 85 PANEL SPAN - DESIGN LOAD DIAGRAM 80 IIIIIlI11II[II[ Ill( IIIII1111111111111'�lfliilii))I 30 35 4.0 45 50 55 60 65 70 75 80 DESIGN LOAD - NEGATIVE PSF A ?FRC;ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF MARC I - 4 ,P5 EY PRODUCT '0L DIVISION BU :l. ;NG CGDE COMPLIANCE OFFICE Q ACCEPTANCE NO L� _ ._a_L.IZ NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION AY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD DIAGRAM MAY BE USED FOR INTERPOLATION OF PANEL SPANS AT A GIVEN LOAD. to Z - II z h► Y 4 ,,^. l NI Vp. pew., , j �!I= ( I � ::15....1:1° J3s o r � na.l1 • I N : i - ` I Za n M H I f � P r l P 0 > IA • c >= ° v_milr La < z ;;.a.! = • l _y zoo -• � I i_Q W IANI ]C EOZIa � 1d ..i 8!. IIIMMIIMIIMIIIIIIIMI !ti i Z ! I y ' O• 0_ 17 tD '0 1 z e, m u_ o I In N N N j I u N < '' W N i I z In: Jia, r 2,1E 15 I $f IOI `� W � slw wl -I- _a4> E '-,Iu W =:NINI i !TIa 0.m ¢I lilt -.I�lo o. • I >i i L . C llisisls� 12 : ..I-. fl ei I "lik��I:iI I ` VSKNEZWICH PROF$90NAl4NGINEER FL a se No PE 983 data 276 1997 4/12/94 . inn{ drfvn oy AS ,C7170) 00 Of at9a D7 cnfcMad b� OJK VJK ( - aavin9 no. 1 96 -110 fret 7 of 7 T 8 L T.:726.'97 • C:1- 130 125 120 2 115 110 105 -J J 100 Z 95 90 3- - - d 85 PANEL SPAN - DESIGN LOAD DIAGRAM 80 IIIIIlI11II[II[ Ill( IIIII1111111111111'�lfliilii))I 30 35 4.0 45 50 55 60 65 70 75 80 DESIGN LOAD - NEGATIVE PSF A ?FRC;ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OATF MARC I - 4 ,P5 EY PRODUCT '0L DIVISION BU :l. ;NG CGDE COMPLIANCE OFFICE Q ACCEPTANCE NO L� _ ._a_L.IZ NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION AY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD DIAGRAM MAY BE USED FOR INTERPOLATION OF PANEL SPANS AT A GIVEN LOAD. to Z - II z h► Y 4 ,,^. l NI Vp. pew., , j �!I= ( I � ::15....1:1° J3s o r � na.l1 • I N : i - ` I Za n M H I f � P r l P 0 > IA • c >= ° v_milr La < z ;;.a.! = • l _y zoo -• � I i_Q W IANI ]C EOZIa � 1d ..i 8!. IIIMMIIMIIMIIIIIIIMI !ti i Z ! I y ' O• 0_ 17 tD '0 1 z e, m u_ o I In N N N j I u N < '' W N i I z In: Jia, r 2,1E 15 I $f IOI `� W � slw wl -I- _a4> E '-,Iu W =:NINI i !TIa 0.m ¢I lilt -.I�lo o. • I >i i L . C llisisls� 12 : ..I-. fl ei I "lik��I:iI I ` VSKNEZWICH PROF$90NAl4NGINEER FL a se No PE 983 data 276 1997 4/12/94 . inn{ drfvn oy AS ,C7170) 00 Of at9a D7 cnfcMad b� OJK VJK ( - aavin9 no. 1 96 -110 fret 7 of 7 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ,e116/o,A.J — 75 25,/ Date Job Address 7 W/1-‘fi'7/ S. 7.-- 3Y Tax Folio V Legal Descript Owner / Lessee / Tenant Owner's Address 1yV/0• � . /0 i Ste'. ,5,2T%- Contracting Co. loi//j Qualifier 6/6 mi,e ,-xJ — Phone ��'' 1 — C/ State tel-- Municipal # Competency # Ins.Co. Architect /Engineer / -- Bonding Company Address Mortgagor / Permit Type(circ a one BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 2 GGo�o WORK DESCRIPTION / /,,j e / Shia 04/A, 1 Di nh- C. /e r /,+ir Square Ft. 4 7°`7` / Estimated Cost(value) 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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co ction and zoning. Furthermore, I authorizei the above -name6 co tractor to do the work stated * * * ry as to Owner and /or Condo President ommission Expires: JANET A. ROBERTS NOTARY PUBLIC - STATE OF FLORIDA MY COMMISSION EXPIRES AUG 11,1997 * * 40MMISSIQN No. *C 3860 PEES: PERMIT APPROVED: ownfr and /or Condo President fjaJ/ . / %JC�c�tlTcG7� RADON Master Permit # (L 5 P ]�j Phone 75 Address , T ' 5 , j.s , JAG E Address 5 LS. aJ - P - 2 r Address Signa/ re of Cont actor r Owner- Builder Illo No — y as to Contractor or Owner- Builder My mmission Expire q.JANET A. ROBERTS NOTARY PUBLIC - STATE OF FLORIDA MY COMMISSION EXPIRES AUG 11,1997 * * * * COMMISSIONt No. CC 1 908090 ** C.C.F. NOTARY TOTAL DUE 9q0 0 Fire Zoning Buildin - ' ��/ Electrical Mechanical Plumbing Engineering Other U nit No. 676 - tt v 6 76 Sli' Door W10 Entry Door Room Opening Size Width Hei' ht Operation � IS MtrlOr Profile Color OIS of i olor Frame Color A .1 Manual' rank Motor 1 i..e,C,/ 3(o)e v it */-1— At5Afr R 2 h-(r. - b )1°8.4 17 1 1 \ ))/ k -I-1— 1- L. f c--- _ 6 ___I tr a g --471 ? Fle-• -F/ IY--L 1OL qi-Ec / tv/v � - 9 3 A w -- 2 --9 1 /-3 ,O W1 Ft- - OTAL AMOUNT 676 - tt v 6 76 DEPOSIT (1/2 Min. Required) BAL. DUE C.O.D. Pay installer 0 • OP Installation estimated to begin in approximately to weeks from date of receipt of deposit. This is only an estimated date and you will be contacted to schedule the actual installation date. A .1 ROLLADEN INCORPORATED `r , V f t V CUSTOMER NAME BILLING ADD ES� TELEPHONE OTHER PHONE We propose t d /nstall he following: Tota openings o be covered (multiple co Filler Panel(s) to be located in section No. Shutter(s) to be installed Outside O Special Instructions• as on t Rear Indicate by number counter clockwise QX OMIT Fron fa 4 5146, 114. J V Accepted & Approved 1 i• Products are to be installed on the premises situated in County, State of as: Lot Block Sub Division. ROL-4 ORDER NO. MAIM rwrir`F RESS MIVAIr PROPERTY OWNER . Units are `numbered fr om left to t fraiieransider and No. and No None oP qiefivitt_ Electrical hook -up included in this price? •f.J NO ❑ Stagger 401~4 ❑ TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Rolladen or its authorized sub - contractor, a maximum of ten percent (10 %) of the contract amount may be retained pending completion of same. FLOOR OF BUILDING OWNER OF PROPERY ?IYES ❑, t J (If NO, fill in Owner's name and address Is "high -work" required? fit NO ❑i in pa c provided at top oflorm. (Purch:s -r i. 'iere) owned by Purchaser and described CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash downpayment." EXECUTED IN IES, ONE Cs ' HICH WA j•, VERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER, T � DAY v.�' �/, oaf / , ig4 47 07 , (Salesman) -417/ (X) (Purchaser Sign Here) Page 1 4A azgosG 2 cru,47 - 3G ,r v ., Ft t<E- L_STEI ■•■ 130.2 PzF I. PAGE oF- c SECTION B -B ELEVATION 3.5 . ts aT rhic. N.T.S. I(+. 0 N.TS A Si ALT SECTION B -B N.T. S. N 53 r CORNER DETAIL FOR ASCE7 -88 WIND LOAD REQUIREMENTS USE SHEET 92 -11B FOR BROWARD COUNTY (COASTAL ONLY) USE SHEET 92 -11C FOR MONROE COUNTY SECTION A - A 1 Ye* H P Ye? 04... I2i11 I N. T. S N. T. S. COASTAL "EXPOSURE BUILDINGS HEIGHT LESS 80 FT MAX. ;ANCHOR BLEV :ZONI : LOAD SLAT ;SPACE PT PSF SPAN 1 IN. '1NTER' 30.2 113' -1 "1 25 0 -15 1 END : 35.1 :12' -8 "1 23 ;INTER; 37.0 :12' -2": 22 15 -25 : END : 42.8 111 " -4 "1 20 :INTER: 41.4 111' -8 "1 21 25 -35 1 END : 48.1 :10' -3": 19 :INTER: 45.8 110' -11: 20 35 -55 1 END 1 13.3 110' -2 "1 18 BUILDINOS HEIGHT OVER 80 PT MAX. :ANCHOR SLAV :I01E : LOAD SLAT 1SPACIN FT P57 SPAN 1 IN. ;INTER 32.4 12 "-101 24 0 - 16 : END 51.3 10' -4 - : 19 :INTER: 39.3 11' -9 ": 21 15 -25 1 END 1 82.9 9' -4 ' 17 - I :INTER: 44.4 11' -1 ': 20 25 -36 ; END ; 70.3 9' -10 18 1IMTIR1 49.2 10' -7 19 35 -55 ' 810 1 77.9 8' -5 ' 15 1 -4 :INTER: 55.2 110' -0 18 55 -75 1 810 : 87 1 14 ;INTER: 80.0 19' -7 17 75 -100 : END : 95.0 :7' -4" ' 16 :INTER: 88.0 19' -1" 17 :100 -150: EMD 1 104.5 18' -8 ' 14 :INTER: 75.8 16' -8" 15 :150 -250: END 118.7 15' -10 14 INTER; 85.2 :8' -0" . 15 :250 -350 END : 134.8 15' -2" ' 14 • HEADER TOP PANEL *SIX' .11D VENTED PANEL SOUTH FLORIDA BUILDING CODE STANDARD EXPOSURE BUILDINGS ALL HEIGHTS : MAX. :ANCHOR 8LEY :LOAD 1 SLAT :SPACE FT : P5Y : SPAN 1 IN. 0 - 15 :29.7 :13' -1" 21 15 -25 :38.3 :12' -4' 22 25 -36 :40.7 111' -7 : 21 35 -55 :45.1 :11' -0 : 20 55 -75 :50.8 :10' -5 19 75 -100 :55.0 :10' -0 18 100 - 150180.5 : 9' -8" 17 18' -11 18 8' -5 ' 15 :150 - 250189.3 :250 - 350178.1 RAIN GUARDS ♦.00 ♦.o0 0 APR 2 2 1994 SILL BOTTOM N FEMALE MOUNTING HINGE � n 0 4 5711 AQAPTER ET CENTER LOCK . SEcuRi - LQK SNIITTE2 - ROLLADEN . I NC . 550: AS SIR: _ awn: -- _ - -- _Hail- AeICALi -;- -ELF - .- 1 3.014.- MALE APPROVED ASCOMP.TINB WITH THE SOUTH FL RICA BUILD= CODE DATE y E • l4- !9 (47._ CT CONTRCL GMSION BUILDING C.D.: COMPUMICE arm ACCEPTANCE N0. 92- 07/0'/ GENERAL 'COTES • 1. THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH 1988 SOOTS FLORIDA BUILDING CODE. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES A SAFETY FACTORS ARE IN ACCORDANCE WITH THE • ALUMINUM CONSTRUCTION MANUAL ". LATEST EDITION. 3. ALUMINUM ALLOTS: ALL EXTRUSIONS SHALL 88 ALLOTS AS NOTED I1 DETAIL DRAWING. ALL SHEET SHALL BE ALLOT 3003 -814. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITS ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITS FEDERAL SPEC. M0. TTP -665. OR BE GALVANIZED. 5. ANCHORS INT0 CONCRETE SHALL BE 1/4" TAPCOM. 1 -3/4" EMBEDMENT OR 114 SMS WITH RAWL PLUGS 011 EQUIVALENT. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL 01 ALUMINUM ALLOT 2024 -T4 OE 7075 -T6, OR PLATED STILL. 7. T88 085I01 OF ANT SHUTTER AT A GIVEN ELEVATION !FALL COMPLY WITH TEE TABLES PERTAINING TO THE EXPOSURE /ZONE.' 1. DESIGN ClITIIIA1 DEFLECTION 1 L /30 OR 2 SOUTH FLORIDA BUILDING CODE 1988 DADE 1992 BROWARD AL- FAROOGI CORPORATION ENGINEERS PLANNERS 6: PRODUCT TEOTNG 1 230 6.W E17cn AvENUE • MIAMI, PLORIO• 331 70 TELEPF.G•:E 13051 2 6 4 . 0 ' 0 0 • 4 . . . :3004 2112.•07R ON.• • •CAA s/zzhe 0A•100I•0 NO. 92 -11 0047. 1 O•-__ TROPO DADE COUNTY, FLORIDA Chairennn rturr 5. 'lilt%ham :e•C7taieinarr f.'). Lu.ti1errr llenti Crt 4.,nulrl .l eer 'n/' e Berdin Want . 17:Lark ';•nr e .4. 3orwri Ted Dridi4 Drrrtrtrtrr !,elan Garin; dr Lt T■rrir Car ltrur Der &. r :mild Goldman i:urd M. Hamm Daniel Leaf. r,hn d.t:rrrrrr Sreren Lurr e Sfuk•'t:•r. Sr. Lune; Pun;r illiarn Riley - n:and,r :Si. Ri: a : w104 Citcrhurk :lirrtl tte,'bnrcl Rudc INillitunt nand Cnriu((ant l „lul f ithrrinrr • S:aff Clanrl,tc 004:0:,” Dunnl%. l4i•uireh Gil Dinntr Pf3SLt21IS T CONTRQL NOTICE 0 AC.C Rolladen, Inc. p 50 Ansin Boulevard :ialiandale, Fla. 33009. Your application for Product Approval of a ISfatlt_ -L . '' tQ1 &_Ltt&t Sserm Shutter under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Mater_iai.e t�nr1 Types of Construction, and completely described l.ti the plane, specifications and calculations as submitted by opgr P.t. . Y El ��. � r P 1, -Zs zoQQ _Corpora at lonAlszna �►11xL�si��Iwit�q_.N9 • �2 =2.1x1 Q(i Augt st 27 r 1990 and sign July 0, 199,2. has been accepted by Product Control to be used in the Unincorporated At0A6 of bade County under the Specific Conditions Set forth on page 2 and . the Standard Conditions on Page 3 ACCEPTANCE APPROVED EXPIRES No.t 92- 0710.1 Dec. 14J129 2 Dec. 14_19 95 **PLEASE NOTE* THIS IS THE COVERS E .___5EL&UDITIQ L PASES_'S2LS JC) M1 G HERn JJ _CQHD.1t1_QHS B...QAB2 QF WLES— MILLAPR$ALS— NOTICE__UF ACCMANC.E This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to he used in the Incorporated and Unincorporated areas of Dade County Linder- the conditions set forth above. . APPROVED 1 ;)ecember 14,_1212 UIamon P.E. Product Cotitl:oi Uivlrlioh Supervisor * MRtt1v UADB c tloAnn OF t11/1E3 AHD APPEALS SURE IOto I11 ht.W. Isl S1nEEI MIAMI. rlonton 33120 1gn1 (305) 375.2901 (305) 375 -2612 r % c ,atles t)ange4 Secretary Itetropol ttnn I)laciq Co1.1111 y Board of. Rule4 and App -als ACtgttANCE! !tot APt?hoVPt PXpIllt8 2. The panels ate designed to be installed with the 1ottq diMenAio9 spanning vertically as tabulated In the approved drew.thq No. 92 -11. • 3. See cross - sections A -A, B -B and Note 5 on dwq. 92 -11 for tnetht•l of anchoring the fixed components of the Abutter to the tnatonry opening. Applications for building permj.t tnttst be accompanied by dOpll prints of approve drawing 92 -11 marked to indicate the components selected for. A Ichedule of the Site of openings And height: above grade ha11 be included. 5. .This renewal and revision superseded Product Approval fl09- 0523.3 'dated June 12, 1989. This approves a manually operated folding storm shutter tor installations up to 350 feet above finish grade, cottsttucted cE 6063 -IT5 extruded aluminum sections at§ followt! t Panel 4.00" x 0.056" (1 1/4" x 12" Lexan plAat:ic light optional) Herder : 3.186" x 0.062" (min. thick) 5i1J t 3.130" x 0.062" (min. th 51 AdaQtar s 3.012" x 1.612" x 0.062" ZU.: Guardq . : Min. thickness 0.062" vertictl Fra24ing Min. thickness 0.055" - See Approved drawing k_lackingat' t' for detailed dimensions EC/TICE QF ACQUTABCAL_______SPICIrIC_VADITIUNS Zi iiemon1 . r . �Pr.oduct Control D.ivis fi. «n c_ar t-tlnr 122-9/10.1 • b �_c__Lt 9 D Q_,_ _IL 1993_ ' Rdllader>ti Ins ACCPPtANCP! Not 12=911111_1 APPgoVab EXP1Nts kIOTICE QF AC:CE TRICE 1 SPECIFLC_CUNRX This approves a manually operated folding storm shatter for inst,;i16.tions up to 350 feet above finish gr.adt', cdttattucted cE 6063 -35 extruded G1uminum sections ae followtlt pgi • 4.00" x 0.056" (1 1/4" x 12" Lexatt plAaf:ic light optional) : 3.186" x 0.062" (min. thick) 5 : 3.13G" x 0.062" (min. thick) SiJ Ad .pter : 3.012" x 1.612" x'0.062" Gain uut„da . 1 Min. thickness 0.062" Vertical Framing Min. thickness 0.055" - sae Approved drawing t for detailed dimensions 2. The panels ate designed to be installed with the long d.ttrenftio►1 spanning vertically as tabulated In the approved drawing Ho. 92 -11. • See cross- sections A -A, B - and Note 5 on dwq. 92 -11 for tnethr•( of anchoring tht fixed components of the bhutter to the masonry opening. Applications for building perntJ.t must be accompanied by dtttll.c1te prints of approve drawing 92 -11 marked to indicate the comeponrrtt, selected for. A schedule of the site of openings And height above grade shall be included. 5 renewal and revision supersedes Ptoduct Approval 189- 0523.3 'dated June 12, 1989.