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321 NE 93 St (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date as \l-k. coo Job Address PDa S*, Tax Folio 1 D(x) - 013 _C C) Legal Description Lak- 142 ' we V-R l lei h to 4(., Historically Designated: Yes No ✓ / Tenant C.1.1:v.4-;.,. 1)-An-tr 1 0 -ik Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date Notary My Commission Expires: My Co Master Permit # Owner's Address tea \ NE �3` Sk. Phone - 3c)c -- • � ,3� ' tag U Contracting Co. 0 A) IA 4 2. V' Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION `I n ‘‘,_\,‘, 3 41" w� r..,n Loc., 0 i) w`■ a � K 1 r ko rr i p it`s . 11 1 - e'4e.c ( .Q.or,r I; "46- \ 4e4 = Crenn1. alonr u�`4 � .� cr _ r � z .. s (404.av S i w s t rel?1' •, Square Ft. Estimated Cost (value) 16 `VC:0 0.oc, 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 liance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the rk tated. tor or Electrical A ' re ' • "or or • er -Bui ' ` .DYs J VrLLAR Dat 1 1 ssion Expires: NOTARY P UBLIC STATE OF i.1.1ri'frit COMMISSION NO. CC73.4' ! t MY COMMISSION EXP. M AR. L7r+X W 3 -/o3 „o o Oo 40 ' //6 44641) & o 511E /fi n FEES: PERMIT / i / RADON C.C.F.pZ ' 7 V NOTARY -.- BOND r7 9'0 APPROVED: TOTAL DUE Zoning Building Mechanical Plumbing Structural Engineer 11/13/2000 14:07 5931544 4 MIAMIdAOE The expense of such testing will be incurred by the manufacturer. PRODUCT CONTROL NOTICE OF ACCEPTANCE American Window Corporation 8500 N.W. 64 Street Miami ,FL 33166 APPROVED: 08/31/2000 AMERICAN WINDOW CORP PAGE 02 6 A 412 S MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MI TRO -DADE FLAGLER UUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 3313u -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECr1ON (3031 375-2527 FAx (3051 375-1558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6319 Your application for Notice of Acceptance (NOA) of: Series HS -C40 - Aluminum Ilorizontal Sliding Window under Chapter 8 of the Codc 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 immediatelly. 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. ACCEI'TANCE NO.; 00- 0605.08 EXPIRES: 06/30/2001 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Codc Compliance Office tale\gittitat latiante corn fatfiet -.. _---........ .,e<<..nhuitdintcodeoatine.eont • HomcpOge: http : / /www.buildingeodeonlinc.com 11/13/2000 14:07 5931544 • American Window Corporation AMERICAN WINDOW CORP PAGE 03 2 of 7 ACCEPTANCE No.: 00 - 0605.08 AUG 3 1 2000 APPROVED EXPIRES • • NOTICE OF A.CCEETANCE: SPECIFIC CONDITIONS June 30, 2001 1. SCOPE 1.1 This renews Notice of Acceptance No. 99- 0629.03, which was issued on August 05, 1999. It approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series HS -C40 - Aluminum Horizontal Sliding Window. 1.3 Overall Size 13' 0" by S' 4 -1/4" high. 1.4 Configuration XOX 1.5 No. & Size of Vents: Two each, 46 -1 /8" wide by 61" high. The fixed lite frame glazed in the center 60 -3/4" wide by 58 -5/8" high. 2. PRODUCT DESCRIPTION 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 -TS. 2.2 Glazing 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 Glazing Method: Interior glazed using adhesive bedding compound and extruded snap -in glazing bead. 2.3 Vent Construction; 2.3.1 Stiles: N /A. 2.3.2 Rails: N /A. 2.3.3 Corner Construction: N /A. 2.4 frame Construction: 2.4.1 Head: Extruded aluminum flange type. 2.4.2 Jambs: Extruded aluminum flange type. 2.4.3 Fixed Meeting Rail: Extruded aluminum. 2.4.4 Sill: Extruded aluminum flange type sill with 1 -5/8" overall interior sill flange. Man 1 Pe ez, P.E. Product C of Examiner Produ ontrol Division 11/13/2000 14:07 5931544 AMERICAN WINDOW CORP American Window Corporation 2.7 Weepholes: 2.5.2 Double 2.5.3 Single 2.5.4 Single 2.5.5 Single NOTICE OF ACCEPTANCE: 2.5 Weatherstrippine: Qty Description 2.5.1 Single Pile with integral plastic fin Pile with integral plastic fin, Cushion Seal PFS 190 -189 Q -lon Schlegel 5742- 3301 -7 (0.190" x 0.250 ") Qty. Description 2.7.1 Four 1/8" by 1 7/8" drain slot 2.7.2 Three 7/16" by 1 7/8" weephole 2.7.3 Two 1/2" by 1 7/8" weephole with platic flap valve 2.7.4 Four 1 3/8" dram notch 3 of 7 PAGE 04 ACCEPTANCE No.: 00-0605,08 APPROVED EXPIRES SPECIFIC CONDITIONS AUG 3 1 MU Location In each vent meeting rail and at weatherstrip adapter in each frame jamb. In each vent top and bottom rail. In each vent jamb rail. June 30, 2001 1/4" x 1" strip of adhesive back In bottom of each vent meeting rail at the pile pad interlock fabricated notch. Open cell foam pad At interior sill flange 3 1/4 ", 42 1/2" and 56" from each end. 2.6 Hardware: Qty Description Location 2.6.1 Four Plastic roller in plastic housing One at each end of each vent bottom rail One 20 1/2" from each end of each 2.6.2 Four Metallic cam lock meeting rail, each locking into a groove in the fixed meeting rail. Location In screen track of sill insert 3" from each end draining into sub -sill. In vent track of sill insert, 2 1/2 ", 42 1/2" and 56" from each end weaping into sub - sill, each with a foam pad. In exterior sill flange, 3" from each end, weeping into sub -sill to the exterior. In each end of sill screen retainer flange. Man l P rez, P.E. Product of Examiner Produ Control Division 11/13/2000 14:07 5931544 • AMERICAN WINDOW CORP PAGE 05 American Window Corporation ACCEPTANCE No.: 00. 0605.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : 6 #12 x 2" PH SMS HEADER: 6 #10 x 1 -1 /4" FH SMS JAMBS : 4 #10 x 1 -1/4" FH SMS Note: Please see note #I1. Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4 of 7 AUG 3 12000 June 304001 2.8 Muntins: None. 2.9 Reinforcement: Onc 3/4" by 1/2" steel bar, full length, inside each fixed meeting rail. 2.10 Sealants: Each frame and vent corner is sealed with sealant. 2.11 Additional Description: Flange type frame. 1 - 5/8" high overall interior sill flange. An aluminum weatherstrip adapter is sealed, full length, on the exterior to each frame jamb. 3. LIMITATIONS 3.1 This approval applies to single unit,applications only. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 Other configurations allowed: OX 3.4 For Design Pressure Rating see Section 7. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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. 6.1.4 The installation of this unit will require a hurricane protection system Manuel ere .E. Product Cont t (Examiner Product trol Division TEST RESULTS EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE +62.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE -62.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 6.1 PSF AIR INFILTRATION ® 1.57 PSF ASTM E283 ( <0.37 CFM/FT) 0.34 CFM/FT FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 MTL -15302 Design Pressure Rating (Positive) +40.5 PSF Design Pressure Rating (Negative) -40.5 PSF 11/13/2000 14:07 5931544 American Window Corporation ACCEPTANCE No.: 00 -0605.08 APPROVED AUG 3 12000 EXPIRES June 30. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITION RESULTS 7. TESTS PERFORMED AMERICAN WINDOW CORP PAGE 06 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E 283 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 3) Water Resistance Test, per ASTM E 547/E 331 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with the manufacturer's marked up design drawings of the tested window prepared by Miami Testing Laboratory Test Report No. MTL- 15302, dated June 8, 1992 signed and scaled by John C. Olson, P.E. 8.2 Drawing: 8.2.1 Manufacturer's profile drawings and sections. 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Comparative Analysis Chart" on the following page. 5 of 7 Manuel rez, P.E. Product C y$1 Examiner Product of Division 11/13/2000 14:07 5931544 American Window Corporation AMERICAN WINDOW CORP PAGE 07 ACCEPTANCE No.: 00- 0605.08 APPROVED AUG 3 12000 EXPIRES June 30. 2001 NOTICE OF ACCE1 ANCE: SPECI1,[C CONDITIONS AMERICAN WINDOW CORPORATION CP.:P'- er PAACCC CORP. t275 S'- 97 :rr . _ :'E 725.25 - -3t_0 i I NCA ONT.. SL =CZR SS•C'C CCnPAAATEvC ^• :'ST_5 t.0::. CLRv_S 9=5;7 c4 ..7L•t57:2 C: 5 TEST 5_?7 'so ,.:-t/- cx ;:l T_5T LOAD 62.Z PS7 - _XT. L -. MST _R TEST b.. q.1 PS" NO r't.:N71 1/2' .. 7/4 STEEL 3aa :v 7 A. . ZX'0 CLASS 7 /1s ANN_ =L_O _ \l 1_ 1 1 1 I 1 1 �N I Ill 1 1 1 1 r,I 1 N 1 1 1 I 0 0j 1 1 I I I 1 1 1 G IC 1 1 1 1 1 5J • Sig J �' 11 I 1 1 W al v 1 1 I 4 ICI iii 6 of 7 I I I 1 I I I 1 1 I I I i I ! I I ea 1 •I 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 60 io 80 4e tea t f 120. :,.,you t4.T07 - c xQ:c 5=Z1:5 ON LT &AIL Manu Per , P.E. Product Co tes Examiner Product ontrol Division 11/13/2000 14:07 5931544 American Window Corporation AMERICAN WINDOW CORP PAGE 08 ACCEPTANCE No.: 00-0605.08 AUG 3 12000 APPROVED EXPIRES June 30. 2001 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 documentation, 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. rze 9. This Notice of Acceptance consists of pages 1- 6 and this la page 7. Manuel 'e z, P.E. Product Co Product Control Division END OF THIS ACCEPTANCE 7of7 xaminer 11/13/2000 14:07 5931544 AMERICAN WINDOW CORP PAGE 09 0 METRO -DADE FLAMER BUILOINO PRODUCT CONTROL NOTICE OF ACCEPTANCE Doralum Corporation 7040 N. W. 77 Terrace Miami FL 33166 Your application for Product Approval of: Stria 100 OatswingAluminum Patio Doors with Sidelita under Chapter 1 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 Drawing No. W91- -S1, Sheets 1 Arm 4 of 4. 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 alter 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 manufacturers plant for quality control testing. If this product or material falls 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.:904611.03 Expires:09 /14/01 Approved: 10 /08/98 SUILDINO CODE COMPUANC• OFFICE MAETRO.OADE FRAOLEA BUILDING 140 WEST FLAoLsn STREET, eurre tens MIAMI, FLORIDA 33 130.15e3 (SOS) STS-21101 FAX (3011) 375=100 PRODUCT CONTROL 01V1a10N (305) 373.2102 FAX (305) 372.0335 au . 1 guez 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 by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be %,lied in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Interns% mall address: postmeelerObuildingcodoonllno .eom • Nonwpage hltp !/www,bulldingeodeonlrna.com 4 �4. 11/13/2000 14:07 5931544 poraluin Corporptlon NOTICE OUCCTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95. 0428.01, which was Issued on September 14, 1995. It approves an outswing aluminum patio door, 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 2.1 The Series 100 Outawing Aluminum Patio Doors with Sidelight, and lts components shaft be constructed in strict compliance with the following documents: Drawing No: W98 -58, titled "Series 100 Alum. Swing Door w/ Sidelites" Sheets 1 throe — lg - i 4 of 4, prepared by manufacturer, dated 07/31/98, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with, or without, sidelites, u shown in approved drawings. Single door units shall Include all components described In the active leaf of this approval. , 4. INSTALLATION 4.1 The outswing aluminum patio doors and its components shall be installed in strict :compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQU1R MENTS 6.1 Application for building permit shall be accompanied by copies of the following: tot 6.1.1 This Notice of Acceptance. 6,1.2 Duplicate copies of the approved drawings, u identified in Section 2 of this Notice of i.. Acceptance, clearly marked to show the components selected the South proposed d Installation. Code e;•. 6.1.3 Any other documents required by the Building Official or (SFBC) in order to properly evaluate the Installation of this system. fl - 2 - • ACCEPTANCE No.: • . 9$- 0¢11.03 APPROVED OCT 6 1998 EXPIRES : Sentember 14.2001 AMERICAN WINDOW CORP PAGE 10 Perez, P.E, Produ ntrol Examiner Control Division 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 u well as drawings and and shall available for ropection ) ob be to the user by the manufacturer or lts lsoribut at all time. The engineer need not reseal the copies. >i Failure to comply with any section of this Acceptance shall be cause for temtination and removal of Acceptance. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TEAS ACCEPTANCE 11/13/2000 14:07 5931544 D prtfum i orvorwtlon Renewal of this Acceptance (approval) shall be considered after a renewal applieation has been tiled and the original submitted documents, including test•suppotting data, engineering documents, are no older than eight (g)• 2. Any and ell approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: 'Miami -Dade County Product Control Approval', or as specifically stated in the specific conditions of this Acceptance. 1 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 coned installation of the product. . d. The engineer who originally prepared, signed end 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; rovlsion.application with appropriate fee) end 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. 1 . • - 3 - AMERICAN WINDOW CORP ACCEPTANCE No. : • 9B-0611.03 APPROVED : OCr 0 8 1998 EXPIRES : Sentember 14.2901 4i /, .. ..... Manu P P.E, Product • Examiner Produ ontrol Division PAGE 11 Iw A /.H•t( ,•UPRbIS .1 - 0 ee USLD /.// %/ 12311► • -•' i {T 7 • OATS " r 2 0 ( oxxo ) 3/ t1' 10411. CLASS 2s• of O C. }a Vie 8 71 3 /a mut lone • 3 /I{ 1 . MASS /. L c +u 6 COO= Al •a nc $w+4 1.1.01.1.060. 00► 6* ot Co , 1. CV? WOO 01 cowry. Tao Tale *INC La4os .s 1.01 Asa vac c e000a A ►aS a040S. rer s sass 10 rot s mum ra sass Pars sr S om mammy , 0 11141!0 1 . Ot{�rrCM► A W 4•T0m. L. .L st WK..° w, COMM OP STUCCO. • ••• stn w comet aW swamp. 0:1 t 6,71111 a7 rwrta oxo ) 0 30 1/Y ra 01 O. tYPrAL P 1VATIOI� ( XXOX ) TESTED Lair x 1 • (xXO) ,1311 0.r 4'14 lQArnNA 1 aLA1 1 SI i/4' M t lone ( Ox ) (xo) tae . Dea .a.01. nm 1r te M ello tea Pe SEP 1 4 ( 0 ) 0071 .(((MT LCAf VIOTM (3T. 131 z - 7I.a 17] TQt 4/s 2/40 452 07.1 Q ]/0 434 t9.{ C 7f 57.3 213 • a. Saa N3 p a • 00 4 VD 31• c1443 V e n v V ^- as.c c].a c • 0 e S g ;i sa SQL . /it 72 I M' (21L -123:1 OcRW 12 -21 -K ! 0 0:1204 4.0*00 • .M.c. -47.4 /ST = NiS7M110N tur - 10.1 PS! I 1T Ci/aa - 3 /;c tfl/'Om I oQACT I#ilISTAI t Salmi 1 IIQU11 m HEIGHTS: KIKOML Mart 4n 4/0 77/37=3: 1007141 V10111 a1 00 3n CO SA a0o U0 COD ( owe 1[SOi1: ILK 7 4T . mown OK. 711.7/0 1 77.1/0. 1 cs-vr 97 -7rir } 93 -31W ! h - 2/0. ?We VI3T11 LLW 117170 I ==nett 0/'G 71-1/0. I =9•11/14' I 20. 77 -0/1• I 34 -I1 /I4 I K 511-3/1 1 ES -1V1c 20. 71 -1.• 3a -11/1• . Zi 11/13/2000 14:07 AMERICAN WINDOW 2./11 ban 116.9 a %S* Iw A /.H•t( ,•UPRbIS .1 - 0 ee USLD /.// %/ 12311► • -•' i {T 7 • OATS " r 2 0 ( oxxo ) 3/ t1' 10411. CLASS 2s• of O C. }a Vie 8 71 3 /a mut lone • 3 /I{ 1 . MASS /. L c +u 6 COO= Al •a nc $w+4 1.1.01.1.060. 00► 6* ot Co , 1. CV? WOO 01 cowry. Tao Tale *INC La4os .s 1.01 Asa vac c e000a A ►aS a040S. rer s sass 10 rot s mum ra sass Pars sr S om mammy , 0 11141!0 1 . Ot{�rrCM► A W 4•T0m. L. .L st WK..° w, COMM OP STUCCO. • ••• stn w comet aW swamp. 0:1 t 6,71111 a7 rwrta oxo ) 0 30 1/Y ra 01 O. tYPrAL P 1VATIOI� ( XXOX ) TESTED Lair x 1 • (xXO) ,1311 0.r 4'14 lQArnNA 1 aLA1 1 SI i/4' M t lone ( Ox ) (xo) tae . Dea .a.01. nm 1r te M ello tea Pe SEP 1 4 ( 0 ) 0071 .(((MT LCAf VIOTM (3T. 131 z - 7I.a 17] TQt 4/s 2/40 452 07.1 Q ]/0 434 t9.{ C 7f 57.3 213 • a. Saa N3 p a • 00 4 VD 31• c1443 V e n v V ^- as.c c].a c • 0 e S g ;i sa SQL . /it 72 I M' (21L -123:1 OcRW 12 -21 -K ! 0 0:1204 4.0*00 • .M.c. -47.4 /ST = NiS7M110N tur - 10.1 PS! I 1T Ci/aa - 3 /;c tfl/'Om I oQACT I#ilISTAI t Salmi 1 IIQU11 m HEIGHTS: KIKOML Mart 4n 4/0 77/37=3: 1007141 V10111 a1 00 3n CO SA a0o U0 COD ( owe 1[SOi1: ILK 7 4T . mown OK. 711.7/0 1 77.1/0. 1 cs-vr 97 -7rir } 93 -31W ! h - 2/0. ?We VI3T11 LLW 117170 I ==nett 0/'G 71-1/0. I =9•11/14' I 20. 77 -0/1• I 34 -I1 /I4 I K 511-3/1 1 ES -1V1c 20. 71 -1.• 3a -11/1• . Zi 11/13/2000 14:07 AMERICAN WINDOW M ■ /13 I %-1/4•66 • ca OZ. 191. sa any. raft 1.40114 0V C i li Mt [Lay row 1.4•44 1• CIRCA 410.01 act CLO/ rat ssacac TYPICAL ANCAQRS; sa are. ma tPAOc A. 281'`1300 BUCKS OR 1000 .51RUCn7RC / 14 SMS. 1 - 1/2 ' MPt GIBED. B. 1N10 1BT IR000 BuOtS OR V00 UPS0IRT 1 /a• OIA TAPCONS MTN 1 -1 /4 w1. WED INTO MASOWRY SW ANTS; ERNA MW LEK CORNERS. IHSTM. SCREWS AT T U AN 3 A LL LIEUL.PARTS CONNECTIONS SEALED C UAW= L R 1.01. El' 14gge stANpMO STEC. 11. BOLT LOCK. KEY OPERAT[D ON 0111001 AA THUMB DAN ON NTEImt AT EACH ACTIVE LEAT LOOT STLE. 33' fA01s BOTTOM cc,*ocrossAl LOO[SCT roTa KNOB. KEY oPCRAT1a on alma Mb THINS TOM On N10110R AT EACH ACIM LEA" LOOt STU. or FTIOL BOTTOM C011CaMLD 114R0M BOLTS At TOP ! 00110M OF EACH n.CTIVE LEAT LOCX STILE IUMWLY OPERATED SLOE BAIT 3/4 x 1/•- K 12' LONG AT To► a BOTTOM Of EACH ACTNC LEAT LOO( STILL 1@!Sffi: 0fi4UOE'D ALITMMUM BUTT IKNGE 1 /B• 11CK ANO 7• LONG MM VILE S /IK'PTA= sae EA04 LEAF Awe L ONE DOT A ANO ONC Al MI0SPAN UrV.0 Al t :!.^•1 a 1K Ir. r a;, :j 4 LP arc.., It •. pry ;ria trace; :::: c,-JL ::1 414:1 .c:.r :xc ec. ' - ar14+y w W98 -58 1.4•41 2 M Po Pial MOM Cr - sa sic PM MAIO 0- SEP I we Arrunr-• a =:n.-T: Y! r Pi:. : • i .1 0 e 11 hill EIlihI rum NI! g I 03 ••■•••••0 was -5 • 8 8 2 3 0 ■-• _&s1 uJ 0/..u.ssia cr a. .1163 ADSPIER t ass TTP. c • mama • 3 • a a a 1• a es 1*.MIEP */ .011111111 tv-1110.111 SIV.111,1111 -11111. SV•4111.• SV -11111011 'won Pv-al SUMS P1.1.II 0.-1111 nor IMPS * SCRS VEIN PS III31Ik Litter LILL•ir MIS LOCII•elt SOISAI SCUM VW* Limit LISA, 11 INDIO PS SUS . * KIS PS COS 14 1/41. Pon VICA PICISISP all*PfS. WIC*** SOK 1.111 sLassc KAM NICK STILL MX au MIXT ssill alSCULT IT,, Jam ocae sorra, MINSK COME rarral *Pr SI 5 311• LOS TWIL*CS SoW 5 * WIT SAS° 5 fr ICS 1,14• SCITON ILLCs CLAMS WOOL SAS tesTNOSIIIPPINC P52 WG•1113111UPP*13 SLIM* CUM. MIS SMOLT PSSINGLI =WI Idas-Irs 16013.411 1101.1-74 slidor•PS 4•113-11 *SY TI SRO. sa*ID ran MUD VIM S OU= CONISIS CIS Cart. 10.3a 1111 01 TACO DI WSW= o f su. Marc .CW111 low. OS. mamas. hates italurfullS A* Pt f 'U37 SEP 1 4 69B /roa LEAF CORNCR 5111111i 8 4.3p0/98_ 58 ...on 4 .e 4 Test Test Load Design Load Air infiltration (d 1.57 psf (ASTM E283 per PA -202) Water resistance (per PA -202) Inswing Only Offi Only Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Positive Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA -202) Negative Forced En • • - Cha •. 36 SFBC & PA -202 passed 2.86 psf 7.60 psf 75.7 psf 75.7 psf passed passed 2.86 psf (Note 2) 7.60 psf 50.5 psf 50.5 psf passed DESIGN PRESSURE RATING Structural only see use section for limitations due to water Positive 50.5 psf Negative 50.5 psf TO 301:W S66909008T ih:ST 000E i0 Nflf ors ENGINEER'S NOTICE OF PRODUCT ACCEPTANCE #0497010 Premdor Entry Systems 911 East Jefferson Pittsburg. Kansas 66762 PRODUCT & APPUCATION ENGINEERING, INC. 1 16 W. Grontrsi ns ta Laka Mary. Florida 32746 Phone: 407 / 805 -0365 Fax: 407 / 805-0386 DESCRIPTION OF UNIT Model Designation: "Entergv" (Steel Edge) Outswing/InsWing Glazed Steel Entry Double Door w /SideLites. Maximum Overall Size: 148 -'/2" wide by 80- 11/16" high Usable Configurations: OXXO General Description: The door leaf consists of 26 gauge (0.017 ") steel skins filled,with rigid polyurethane foam. The stiles and rails were constructed of 20 gauge steel. Door panels employed full lites 118" tempered glass. Panel employed (3) 4" butt hinges, (1) 200 DL Series Kwilcset lock, and (1) 660 Kwikset dead bolt lock. Frame head & jambs were wood; threshold was extruded aluminum. The sidelites employed 1/8" thick tempered glass, and were constructed with 26 gauge steel skins with steel end rails at top and bottom Viewing area at each active leaf and sidelite is 21 %" x 65'/. ". - EVIDENCE SUBMITTED Data compiled from test reports in the iiNCTL 210 - 18974,5,6 testing battery, signed and sealed by Barry Portnoy, P.E. TESTS PERFORMED INSTALLATION AND ANCHORING: See revers side this page. Report Date: 05 -05 -97 Expiration Date: 12 -31 -01 USE 1. Approved for use where required loads do not exceed the design pressure ratings listed above, including but not limited to the Standard Building Code (wind zones of 110 mph or <), S.F.B.C., S.F.B.C. Broward Edition, and where the pressure requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures. 2. Where water resistance test requirement of 15% of design load applies, design loads for inswing doors will be limited, according to results indicated above. 3. Units equal to or smaller in size are approved under this acceptance. 4. Units employing heavier gage metal skins and thiclorr glass are approved under this acceptance. 5. Application for building permit shall be accompanied by a sealed copy of this approval. 6. Installations where the anchors extend through the sub -back, 3/16" diameter tapping type concrete screw anchors must be substituted. The length must be such that a minimum 1 - 1/4" engagement of the anchor into the masonry wall is obtained. 7. Where required by local ordinance, installation of unit requires impact protective system. 110. 2 -1:2' LG. e H! MBE JAMB 5) •' MACH ASTRAGAL !HMI Sal S1P1LE PLATE 10 7•E FRAM ION s8 . 2' LONG flAlrEA0 SCPEtS 4 l 1 I ► 1 11 1 A . • 4 .1 FINAL ANCHORING OF DOUBLE DOOR WITH SIDELITES IN WODD FRAME 1 •• 7r, ❑no_CC/ nor ¶o :b! nn Jnr Ln • Jf 1 I i 4 1 1 s!o . 2-1:r LG. zCPad • P€LOER ( 12 ) s10 . 2 -I,2' LG. SCREIIS a THRESHOLD (12 ) 1 1 I fl I 1 1 I 5 1 1 Y 5' —88 ■ 1' tC1G PAN •f AO SCREVS 114 ALL REMLIN!NG HOLES -18 ■ 1 3u' LOW = LATHEAD S.R3VS 1 I i 4' 4° r QITSAING ALL►9lM1 81IMPER cpTIoraL HA)✓71CAP MKS-CLO 1- 10 +10.2 -1.2' LG e HINGE :A012 (5 ) 711INAL AfaiS1A9LE INI: %1 G T4 -r12;0 `c86909Z009l `NOI'd0IHENd HOOG :A8 }uaS 09/21/93 16:19 METRO-DADE CD:jms c: /ofllcials/pagel6 '$`305 375 2903 CODE COMPLIANCE -•y-• MIAMI SHORES 001/001 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 TO: All Building Officials in Dade County FROM: Charles Danger, P.:E. DATE: September 21, 1993 SUBJECT: Board of Rules and Appeals' Decision Regarding Product Control Approval for French Doors On September 10, 1993, the Board of Rules and Appeals rendered the following decision. Any french door that was being installed as part of a job permitted prior to June 1, 1993, will be subject to approval by the Building Official without the need to have Product Approval. All french doors that were part of a job permitted after June 1, 1993, require Product Approval map prior to their acceptance by the Enforcing Authority. We want to point out that all doors that have 50% glazing shall have Product Approval prior to their installation. We also want to point out that any storm panel or shutter need to have product approval prior to their installation. We would appreciate if you notify your plans examiners and inspectors of this important information. — tee p )1 - 10 6 V/5 ofeifell sWiev r co tS6 4140( 09/05/2000 12:38 FAX 18884782254 PROBILT OF AL NC NEEER'S NOTICE OF PRODUCT ACCEPTANCE #0497012 Prtxndor Entry Systems 911 East Jefferson Pittsburg, Kansas 66762 EVIDENCE SUBMITTED TESTEURFORMED Air infiltration (ZS 1.57 psf (ASTM E2a3 per PA -202) Water resistance (per PA 202) Inswing Only Omni* Only Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA 202) Uniform Static; Air Pressure (per Chap. 2309 of $FBC & PA 202) Forced En I. Cha • 36 SFBC & PA 202) DESIGN PRFS�SZJRE lEt:A7'A�IGr �4S>nmctun1 oc]} e see rise seitiori fat iimit:rtimSas diidto wi-5tet•j °, .......: • . SEP 05 2000 13:45 PRODUCT A APPLICA7I0NENGINEERIN4 INC r tew Gotten Florida tt n lac. L ab Malori a 32140 Phone; 401 / 605-0355 Fax 40118054360 • Positive Negative Report Data 05 -05.97 Expiration Date; 12 -31 -01 1 • - •••° st G _ .: • ■• • tQ 002 DESCRUTION OF war Model Deslgnadon: MEvcrgretn/Cutlegate" Outswing/Inswing Glazed Steel Entry Doable Door w/SideLitcs. Maximum Overall Size: 148-W' wide by 80-11/16" high Usable Configuration.: OXXO General Description: The door leaf consists of 26 gauge (0. 017") steel skins filled with rigidpoiyartthane foam. Both the stiles and rails west constructed afwood Door panels employed full liter of 1/8" tempered glass, Panel employ (3) 4" butt hinges, (1) 2000 DL Seines Kwikset lock and (1) 660 Series Kwikset dead burdock. Frame bead at jambs were wood; thresboldwas extruded aluminum. The sidelites employed 1/8" thick tempered glus, and vet a constructed with 26 gauge steel skins with wood cad rails at top and bottom. Viewing area at each active leaf and 'Welke is 21 V." x 65'A ", Data compiled from test reports in the i/NCIL 210.1897- 10,11,12 testing battery, dgaed rind scaled by Barry Partnoy, P.E.' Test Load I Design Load paw 2,86 psf 7.60 psf 75.7 psf 75.7 psf passed pined 2.86 psf (Note 2) 7.60 psf 50.5 psf 50.5 psf cussed rNe 50.5:J INSTALLATION AND ANCHORING: See reverse side this pate. USE 1. Approved for use where: required loads do not exceed the design pressure ratings listed above, including bat not limited to the Standard Building Code (wind zones of 110 mph or c), S.PB.C., S.F.B.0 Bmaard Editian, and where the pressure requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures. 2. Where water resistance test requirement of 15% of design load applies, design loads for inswing doors xi11 be Iimitcd, according to results indicated above. 3. Units equal to or smaller in c are approved under this acceptance. 4. Units employing heavier gage metal skins nod thicker glass arc approved under this aoceptance. 5. Application for building permit shall be aaompcunied by a sealed copy of this approval. 6. Jne.11nm ;nn where the anchors extend through tlbc sub buck , 3/16" diameter tapping type condole screw anchors must be substituted The length must be such that a .minimum 1 - /." engagement of the anchor into the masonry wall is obtained. 7. WAemc required by local ordinance, installation of unit requires impact protective system. t. 18884782254 PAGE.02 V V/ V V. LVVV iL V - V 1 {i/y 1VVV•l2 VLLV7 1 fVNLLS Vi' !1l. W PRODUCT & APPUCA77OR ING!NEFRING, !NC 1 16 W Greentree tare UM Wry, Florida 32745 Pima: 401 /8054365 Far 407/ 801;.0366 ENGIN/EFi,'S NQTICE OF PRODUCT ACCEPTJ.NCE #1i9600S Prrmdor Eutny Systems P.O. Box 76 911 E. Jefferson Piusbtrg, Kansas 66762 DESCRIPr QNOFUNIT Model Designation: Evergreen Wood Edge Mating center hinged glazed double door unit (glazed doors arc missile impact approved and do not meet means of escape) Maximum Overall Sits': 6'0" x 6'8" Usable Co nfig: rations: OX, X General Description: The door leafs consist of two 24 ga. (0. 022 ") steel skins Stied with urethane foam, with wood stiles, and The wood titn bottom the rails. Active panel employed (3) 4 lam hinges. Threshold was exuded alrualcum with thermal battier. 'Megalite' by ODL , overall thickness is 1 consisting of one 3d8" laminated caerior lite and 1/6' thick tempered interior lite with 112' air space between the two. EVIDENCE SUBSITITED Data compiled from, tea reports in the tINCTL 210.16137 series testing battery signed and sealed by Barry' Portnoy, P.E. TBS1S PERFORMER SEP 05 2000 13:45 Ai infiltration @ 1.57 psf (ASTM E283 per PA 202) Water resistance (per PA-202) outswing only Uniform Static Air Pressure (per Chap. 2309 of SFBC & PA-202) Positive Uniform Static Air Pressure (per Chap. 2309 of SRC & PA -202) Negative Forced Entry (per Chap. 36 SFBC and PA -202) Large Missile Impact (per PA-201) Opaque doors Cyclic Wind Prime Loading 4500 total cyeles Positive clic Wind Pressure Loadin: 4300 total DESIGI PRESSURERXIINGGlareddo ODi: Megelr orvsiog tt: lared�oiritoecstaissilr'. 2 "''` :: • INSTALLATION AND 4NCEORDIG: See reverse side this page Reps Da 11 -19 -96 Expiration Date: 12 =31-99 tj V V Y c Tea Load lid 6.48 psf 64.8 psf 85.5 psf passed passed 50.0 psf 57.2 psi e Desi gn Load passed psf 43:2 psf 57.2 psi' per passed 50.0 psf 57.2 psf Posai ttvh'A3 :27 :p#t. N "* . '"" stn psi _ V 1. Approved for use where req'd Loads do not exceed the design pressure ratings listed above, Standard Building Code ( wind Zones of 110 mph or e), SF.B.C, S.PE.C. Broward Edi including but e he pressure to the requirements are determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures 2. 2. Units equal to or smaller in size are approved under this acceptance. 3. Application for building permit shall bc accompanied by a copy of this approval. 4. Installations where the anchors extend through the sob buck, sane diameter or > concrete screw anchors must be substituted. The length must bc such that a min. 1.1/4 • engagement of the anchor into the masonry wall is obtained 18884782254 PAGE.03 09/05/2000 12:39 FAX 18884782254 PROBILT OF AL •IC66L 'OH XU/LLJ 3T:9T aaa 98/92/90 SEP 05 2000 13:45 Table No. N- 308.5b Design Pressures In P5F For zegmna window V mph 70 15 17 19 60 20 23 25 90'd IITO' °N 89:91 .6.8Z 6 ntl Mesa RGer HelaIJt in Feet 15 25 35 1 Alternate pressures may be Determined by using NC Building Code Volume j, ASCE 7.93 or the 12211 Stamina eulldlna code,. 2 if a wj jdow or dQQC Is more than 4 ft_ ftnitlr an exterior corner me pressure from this table may be muttt Iled by .87. This adlustmenLfQQ ngt aDQIv Iris aareae dooa. 3 L• • . r • - .. . • • • 1.-r.1 L 1 • • •1 • • 0 11 4 For Maslow) and don In structures with a roof slope of 10 degrees or Tess from the horizontal the pressures Rom this table may be multiplied by .9. s Design pressure ratings based on the standards listed In Sections 608 or 609 are adequate documentation of apathy to resist pressures from this table. Section 1002 ojlappressures In P; To/ o9nrs and window v mph 90 25 29 32 100 31 35 30 .110 . 37 43 47 trALS Mann Roof HeIoP t In PAet 15 25 35 1 Alternate pressures may be determined by using NC Bulldlr a Code ygiume J, AsCE 743 or the jilt standard flulldina ;ode. 2 If a window or door k more than 4 ft. from an exterior confer the pressure from this table may be multiplied by .87, ]tjls aplustmen does _not aaoly to aaraa d oars" 3 For aaraae doors the pressure$ IQ ti11I table may De multiplied Dv .03. A For winclowcansLOOOrs In rtruetures with a roof slope of 1t1 degrees or less from the horizontal the pressures from this table m iy be multiplied by .9. Deslan pressure ratings based on the standard! listed In Sections Soy or 609 are adequate documentation of capatit.y ro resist pressures from this table Z004 14j6 - ££L- 616:731 "1d3Q 33Nd2lflSNI 18884782254 PAGE.04 PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 NW 22nd Street Pampano Beach, FL. 33069 Your application for Product Approval of 0.063 "Alw.uswmr Storm Pastel 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. [f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend he use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is ietermined BCCO that this product or material fails to meet the requirements of the South Florida Building :ode. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1110.04 Expiress:O5J08/2003 THIS IS THE COVERSHEET, SEE ADDTIIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Pproved :05120/1999 1 of 3 •L MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 373 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -25538 CONTRACTOR ENFORCEMENT SECTION (303) 373 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 skulk-Ks Raul Rodriguez Chief Product Control Division rancisco . • uintane, Director Miami -Dade County Building Code Compliance Office - APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Madden Manufacturine Co. ACCEPTANCE No.: 98- 1110.04 : MAY ? n lagq EXPIRES Mav 8.2003 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.03, which was issued on May 8, 1997. It approves an 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 Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -88, titled "0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #3 dated March 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 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 A.1 lakar, P.E. - Product Control Examiner Product Control Division Madden Manufacturing Co. 3 ACCEPTANCE Na 98- 1110.04 APPROVED EXPIRES • 4 14 • 14.E;��.: �_ ;..1.1!L: •iJ Mt• MAY 2 0 1999 Mav 8, 2003 Renewal of this Acceptance (approval) shall! be considered aver a renewal application has been filed and the original submitted documents, including test-supporting data, engineering documents, are no older than eight (8) Yew& 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". car_ as specifically stated in the specific conditions of this Ance. 3. Renewals of Acceptance will not be considered if evaluation of this product a. .'There has been a change in the South Florida Building Code affecting the 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 t correct installation of the product. d. The engineer, who originally prepared. std 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 per. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 2 and this last page 3. END OF THIS ACCEPTANCE Hetmy A. f i .: , P.E. - Product Control Examiner Product Control Division • 1.Sa- LABEL S37- LOCATION --. GENERAL NOTES. • • 1.0312 " 03/09/99 15:1 7151419' 090" (TYPI _e= = ALT. LEO 2 DIRECTION -I I ` - -^ : I - .eoo 11. 250 ' 12 00" COVERAGE 15.269 STORM PANEL 0 SCALE : 1/4 a 0' -1 -. 313 - ASS ., .090 = (TYPI 4 O "E" TRACK © "P' TRACK O SCALE : 1/4" . 0' -1" SCALE : 1/4" . (r-1" f„ ,1_1111: �25' 120 GA. OALV. STEEL OR 0.050 ALUM) KEYHOLE WASHER SCALE MALP SIZE - Oj 0• 0• 1.125 t THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED ANO TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOS 1994 EDITION. Z. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL BE PERFORMED FOR SPECIFK JOBS M ACCORDANCE WITH ASCE 7 -68 'MINIMUM DESIGN LOADS FCR BUILDINGS AND OTMIR STRICTURES.' TABLES SHALL 05 REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12' OF OK ENO OF THE PANEL WITH A MN. OP ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS= %woes kw co. POMANO SEACM. TL GAO! COUNTY PRODUCT APPROVED 4.. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE OAOE COUNTY PROTOCOLS PA 201. PA 202. & PA203. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No. 96 -013. WINGNUT 16 GAGE GALV. STEEL GRADE C - -563 "01 of 01 N• SCALE : HALF SIZE t 1.00 e S. STORM PANELS SHALL BE 5052 -14)2 ALUMINUM ALLOY. 0.063 THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL 0E 6063 ■TI. U.O.N. 6. ALL SCREWS ANO BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI MINRRUM YELD STRENGTH. 7. FOR INSTALLATIONS 30 PT. OR LESS ABOVE GRADE. AN OPTIONAL Y x Y x 18 °AGE STEEL BAR MAY BE USED TO CONTROL DEFLECTION OP STORM PANEL SYSTEM. STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS. AT MOSPAN. W/ 1/4 -20 • 4" BOLTS AND DIE CAST ALUM. WASNERED WNOIRITS. SEE Mel SEPARATION PROM GLASS SCMOULL. PAGE • OP S. POP RWUCED SEPARATIONS. 8. TOP AND SOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONCITIONS REOURE. PANELS NAY ALSO 81 MOUNTED WITH 'E' OR 'F' TRACK. STUO ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT MOLDER SMALL VERIFY THE ADEQUACY OF THE EXNST'NG STRUCTURE TO SUSTAN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS •T THE JOB SITE BEFORE CONMENGNG WITH THE WORK. 10. ANCHORS SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTLRER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. It AT LEAST ONE WARNING NOTE PER OPENING SHALL 8E PLACED IN A CONSPICUOUS LOCATION ON AMT OP THE COMPONENTS OP STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OPFER HURRICANE PROTECTION LNLLSS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WORN NEEDED. STEEL BAR SCALE : HALF SIZE 1/4 MAX. 1/4" MAX. - 077' 07 -- -R 250' • 062-, is .077' O r• ' 2.067_ 2.346' O "h" HEADER SCALE ' 1/4 a 0' -r r 2 O I 4 N Z 2 0 : 4 N 0: N 0 2 ▪ 0 0 Z u 0 I- 0 N W r N w • EXISTING STRUCTURE WIDTH UNLIMITED r- -r . (PERP. TO PANEL SPAN) • TYP. SECTIONS TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2 PAGE 8 OP 0. FOR REQUIRED MIN PANEL SEPARATION FROM GLASS. EXISTING STRUCTURE O WALL MOUNT © TRAP MOUNT 10 OPTIONAL 1 - - -- - - SCAL?• 1 -1/2' • 1' -0 2.250 e 062" • R=1 • rR .250 2.063" "U" HEADER O SCALE :VW a 0' -1 - TOP MOUNT 21 (3 : (4) .O!�i(?il) PLAN VIEW OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE NOTE 7 - 8O�T MOUNT 47'e‘;7)!7•; -o ® OPTIONAL TYPICAL CLOSURE DETAILS D • 4, 14 v 2 N 2 • 2 • N O. a N Z 2 0 0 . = O a H W N > W VI OPTIONAL - _- _J O 4a STUDDED ANGLE SCALE 1/4. - 0' -1" - 1/4 -20 MACHINE SCREW STUO (TYPI 5.00" MAX 5.00 MAX. ANGLE 061 -16 FOR DETAIL 'T' O SCALE :1/4 a 0' -1 WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION K a - 7. 7. 1 DIRECT MOUNT ELEVATION FOR ALL INSTALLA SEE TABLE 2. PAGE 6 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. SEE ANCHOR SCHEDULE POR ANY ACCEPTABLE ANCHOR a 12 O.C. 1 - 6,-- ' ! 1 1/2 MIN. OVERLAP ALUM. ANGLE CLOSURE plea- 2" .125 MIN. TO 2' x 5 x .125 MAX. TRAP MOUNT 0 FACE MOUNT .12S (TYPI PLAN VIEW L(1 OPTIONAL STEEL BAR - ON OUTSIDE OF PANELS SEE NOTE 7 .4- .••• EXISTING STRUCTURE r 63 OPTIONAL _L SEE NOTE 7 N 0 o• STUDDED ANGLE 0 SCALE : 1 /4 a 0' -1 SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS P- 'VERTICAL OR HORIZONTAL) OPTIONAL STEEL BAR ON OUTSIDE OP PANELS SEE NOT! 7- PLAN VIEW - '1 3 I� - - O0 (MAX.' ANGLE 0 SCALE : 1/4" a 0' 41" it 8 HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF 0. FOR REOUIRED MIN PANEL SEPARATION FROM GLASS. 12" 0.0 TYP .09)" TYP. I. • 1 /a -20 MACH•NE: SCREW STUD APPROVED AS COMPLYING WITH SOUTH ( F,�ORIDA BUILDING CODE DATE A 4 ZO 1 BY PRODUCT ION i R01 BIVIScON EOILDIIIC CODE COMPLIANCE OFFICE ACCEPTANCE NO C - R 161 • o SIDE MOUNT • 4,4).7.; 7iiOR DIRECT MOUNT . TYP)- THE TYPICAL BAR ATTACHMENT, IUSE ONLY WHEN IMPROVED DEFLECTION REOUIN' , ol�a 1(.1i:IC. yI Imo. 4 0 O U 0 cc U Z z LLI * IL KNIZEVKN 1 NGNEER Cr e. difOWN. n0. 96 -88 am*" 1 of 04 /22/6 •a0a . 'brawn by • A6 NOTE!) MC A 'meow' by .1 0 me" v/K •; vA[ -. .3.3.17•Iri - • 4.7 FROM GLASS SCHEO. SEE SEPARAT • I 4m„.0.9 GLASS OP DOOR FASTENER. SEE ANCHOR / SCHEDULE. REFERENCE / CONNECTION .1WIE 1• ANGLE TO EXISTING CONCRETE, HOLLOW BLOCK. OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE/ GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE e 03/09/99 1 5: 14 EMBED. ITYP./ EXISTING CONCRETE. HOLLOW MACK. OR W000 FOAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE/ FASTENER. SEE AMCNOR SCHEDULE. REFERENCE CONNECTION 'TYRE' I L (6"N WALL DETAIL PANEL TO ANGLE DETAIL re) WALL MOUNT SECTION % Z./ . SCALE : 3" . (TYP. TOP & BOTTOM EMIDED. TYP.) - 77 ° / **1 ' / •21 / • i ' i r e ./:; / OI / EXISTING CONCRETE. V HOLLOW BLOCK. OR W000 a l / A FRAMING MEE ANCHOR • / 7 /16 / , / SCHEDULE BASED ON TYPE , OF STRUCTURE/ / , @cow. EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCKOR SCHEDULE. REFERENCE CCNNECTION "TYPE e •14. TEK SCREWS OR 1/4-20 BOLT ANO NUT • 12 0.0 r ' STAGGERED (TYP. TOP ANO 3OTTOM) 1 =-1/4-20 MACHINE DOLT WINGNUT • 12 O.C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 ANO • 6 0.C. FOR PANEL LENGTHS GREATER THAN 104. SIDE CLOSURE REGD. (SEE PLAN VIEW/ ra BUILD-OUT MOUNT SECTION ‘IY SCALE : 3" a l'-0" -® CONT 1/4. MAX. 1 . 14 :0 • 10 • Z z I IL 0N -11 " a - Z ' 4!Z 43 8- , 6. X• 1 ez 0 3.4 1/4-20 MACHINE BOLT & WINGNUT • 12 0.C. FOR 9 ANEL LENGTHS LESS THAN OR EQUAL TO 104 ANO • 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 cow. 1/4 MAX. EMBED. ; 0 11 GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'Type GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHED. w000 FRAMING 1-1 SEE MIN. SEPARATION FROM GLASS SCHED.- WOOD CEILJNG/ INSIDE is MOUNT SECTION k.!.../ SCALE : 3" • v-0" ANGLE TO WALL DETAIL - FASTENER. SEE ANCHOR SCNEDULE. REFERENCE CONNECTION TYPE r ,-(Z) ONT. F•STENER, SEE ANCHOR / EMBED. SCHEDULE. REFERENCE ' (TV?.) w000 FRAMING CONNECTION •TYPE1. °CONT. WALL MOUNT SECTION 0 SCALE • 3" 1/4 MAX. 11111•1111111■111 1. PANEL TO ANGLE DETAIL 1/4" MAX. 4. 1/4-20 MACHINC BOLT WINONUT • 12 0.C. FOR 0 ANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO • 6 0.C. FOR PANEL LENGTHS GREATER THAN 104. EMBED. CONT. GLASS OR DOOR 1/4-20 MACHINE BOLT & WINONUT � 12'' 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 "' AND 0 (V 0.C. FOR PANEL LENGTHS GREATER THAN 1043. FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION TYPE?' EDGE DIST. .---. FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECT/ON 'TYPE 3• CEILING/INSIDE ® MOUNT SECTION SCALE : 3" - V-0" Wrath Ks EimilkyiNc WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO ROL DIVISION BUILDING CODE toMPLIANCE OFFICE 0ccf.ifrgoE O. 1'6 10 as+ A -EXISTING concarre. • HOLLOW BLOCK. OR W0013 FRAMING (SEE ANCHOR SCHEDULE BASED 014 TYPE OF STRUCTURE: SEE MIN SEPARATION FROM GLASS solo/ 0 1 1/4.'" MAX. EXISTING CONCRETE. 14OLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED 101 TYPE OF STRUCTURE: t• ; z ; I W i 1- • 0 o 0 I : co • : < : X i > N Z NC w rn Y 4 0 on - X II r • ; I E 2' t'5 IC 8 ± ! Q. < ! < z z co- :: et • < 0 103 Z eocal: 11 8 (2 orboww. no. 96-88 •ftest 2 •I VJ.KPIEZEVICN •04101EISSIONW.E r 'Oa scale • drawn by AS NOT 1E0 ; 17Fo vAt • At 129 04/22/t11; FROM GLASS SCHED. - GLASS OR DOOR — 03/09/99 15:15 1i , EMBED. CONT. 4" • .2S0" ALUM. PLATO OVER W000 MEMBERS T" • 4 . 0.055" OR 2- x 4 z 0.055' ALUM. • TUBE OR 2" z 4' OR 2' x 6' P.T. WOOD BLOCKING —'.J 4 W r CI' la Z I W 1/ 2 • 0. • �• cc z�W 4:Z ®CONT. .� W IM —FOR W000 BLOCKING JSE 1/4 "P S.S. LAG SCREW W/ 1 -1/2 PENETRATION INTO W000 SLOCKIIG • 12" O.C. FOR ALUM. TUBES USE 1/4"41 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED • 24 0.C. MAX. & ONE 1/4"16 THRU BOLT W/ ACCESS HOLE • MIDWAY BETWEEN STUDS. TWO-1/ 4'36► S.S. LAO SCREW • 26" 0.C. MAX. W/ 1-3/4" PENETRATION IN CENTER OF STUDS • THIS DETAIL MAY BE USED AT TOP OR BOTTOM 0P PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO • 72 PSP. WALL MOUNT SECTION (BOTTOM) SCALE : 3" - 1' -0" THREE 1/4 - 16 WOOD LAG SCREWS W/ 2 -1/4- MIL EMBED. • 24' O.C. MAX. • i \.• • • r' 1�1 -1/2" • CI CONT. W000 ROOF TRUSS OR PRAMINO MEMBER /- STUCCO FINISH OR • PLYWOOD SOFFIT 1/4 MAX. • — 011. SMS BETWEEN TRUSSES • 24" O.C• SOFFIT CONNECTION DETAIL N O SCALE : 3' - 1' -0 EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING ISE! ANCHOR SCHEDULE BASED ON TYPE OP STRUCTJREI GLASS OR 000R — "WI n• 0. SEE MIN. SEPARATION PROM GLASS SCHEO.- 1 THREE 1/4"16 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. • 24" 0.C. MAX - PLACE ONE FASTENER THRU HEADER rx4- OR1 - z6 - 062 - ONT. ALUM. TUBE,- 16063 -T61 1114 SMS • 12" 0.C. BETWEEN TRUSSES p u O.C. - - FASTENER, 511 •NCNOP SCHEOULL REFERENCE CONNECTOOP. "TYPE l• 1USE REMCVASLE ANCHORS FOR DIRECT MOUNT ONLY • 6' OR 12" O.C.. BUT 00 NOT EXCEED SCHEDULED SPACING. 1TYP. TOP 1 BOTTOM) SCALE : 3" . 1' -0 SCALE : 3" • 1' -0" J � 1MAX. DESIGN LOAD • 56 P.S./ J 0 W I Z u r Z t W• n J N Z W O G X z L o 11 N EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUURE/ (TYP.) co WALL MOUNT SECTION (DIRECT MOUNT) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2 . 1' -0" X' • S' • I /• ALUM. PLATE 16663 -T61 INSIDE EACH 510E. FASTEN W/ • • 12 S1S OR 3/16'• POP RIVETS EACH SIDE AS SHOWN • r C.C. r:14 ALUM. TUBE W000 ROOF TRUSS • K Y 2- OR FRAMING MEMBER L • STUCCO FINISH OR 7 . PLYWOOD SOFFIT ACCESS HOLE (TYP) — Q CONT. I /4" MAX. - ti J!'• 2111 a ' • L. X• ; W ALT. SOFFIT CONNECTION DETAIL EMBED. (TYP.1 — EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE/ — FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION °TYPED ..-00R © CONT. /4 -20 MACHINE BOLT t WINGNUT•12'0.. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND • 6 O.C. FOR PANEL LENGTHS GREATER THAN 104 SEE MM. SEPARATION FROM GLASS SCHEDULE NOTE THIS DETAIL MAY BE USED AT TOP OR 8011014 01 PANELS. WALL MOUNT DETAIL © SCALE : 3 - ZIa- rI W ZI J Z J WI W 4 JIZ W s.' 0. 400 a v rJ - CONT. W000 FRAMING REQUIRED FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPES' SOFFIT CONNECTION DETAIL ® SCALE . 3 - 1' -0 t VL) RS rCdMP LYiNG WtTN �DUTH rFI:1)RIDA BUILDIPIG 'COdE 'bA AA 3 _ 1 PRODUCT co OL'DMSION DuILD1AG `CODE . 0 APUAHCE 1 3tf1E I�LGFPTt;17C ft-r4/ • as 4 . i V co I W ► < 1 — 0 i V • I� 10 a •6 _ i V H I ' W 2 N \ o, I W Z Y ✓ O C9 Z 2 • (13LL . • uhm Z Z EO r r 01999 OA I 04/22/361 sc.l• - drawn by i •• AS MOTTO I MC: ■O•1l90 eT `CMc11.• t/1A VJX j Wig ; { drawing PO. 96-88 star 3.1 • SCALE = 3' . 1' -0" GLASS OR DOOR 2' x2 - x.013 ALUM. STUD ANGLE 3/4^ PLYWOOD IMAx. DES10N LOAD • 72 PSP) "PASS THRU" DETAIL 2' x 4" x 1/r CONT. ALUM. TUBE 16063 - 16) irt • V 2 J Ji 1 0. X' •: —MAX. 1/0 70_E x: FWISM MATERIAL 1/4 - • RAWL CALK- M 6" O.C. WITH 7/11" MIN. ENO. IN CONC. OR HOLLOW BLOCK OR 1/4". _AG SCREW • 12" O.C. W/ 1 -1/2 MIN. M. N W000. •— 1/2'• THRU ROL • 12" o.c. 1/4 "0 RAWL CALK - IN 0 12' 0 C WITH 7/0" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/ . S LAG SCREW 0 26' 0.C. W/ 1 -1/2" MIN. EMS. IN W000 — ® 2" it 2' • 1/0 CONT. ALUM. ANGLE 6063 - T6 MAX O WALL MOUNT R SCALE : 3" = 1•-0 1/4 - S.S. BOLTS W/ WINGNUTS 06 MIOSPAN OR Sr O.C. MAX. ITYP) NON- STRUCTURAL FINISH MATERIAL BRKK OR W000 FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION TAPE? ANGLE MAY VARY -1 J 'l © ALT. CORNER DETAIL SCALE . 3 - r -0 .S • 2' a 0.12S' CONT. TO 4' x 4'x 0.125' 6063 -T6 ALUMINUM ALLOY OR 10 GAG! G•LV. STEEL ANGLE 1/r 6 .I ui - _20 STUD 6" 1/2 INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1-1/r • r -o- 3 /8'4 MOLE FOR FASTENING PANEL ' -2" • 2' ALUM. SILO ANGLE FOUR 1/6 RAWL CALK -IN ANCHORS W/ ! "'"" 7 /S MIN. !NSW. IN CONC_ w 4' O.C. SCALE= N.T.S. PUNCH HOLES M ADJACENT PANELS TO RECEIVE THIS 010L1 PLACE 0 ANEL OVER EACH ADJACENT PANEL AND FASTEN WWGNUTS FROM THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE= 3 • 1 -0" 1 % ENS A ®2"x2'1.0!3' STUDDED ANGLE w/ 1/4 -20 STUDS & WINONUTS Ip 12 O.C. 1/ -20 MACHINE BOL ANO NUT • 12' 0.C. j4QIES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD • 72 PSF) O EDGE MOUNT DETAIL T SCALE 3" = 1' -0 6' x 3 x 1/4 ALUM. = I ANGLE 1/4' -20 STUD =n W/ NUT 0 6" O.C. - 2 x3 "x1/0 ' ALUMINUM ANGLE 1-1/2• INTERIOR FASTENING ANGLE ASSEMBLY - © 2' x S x 1/6" CONT ANGLE 6061 -16 ALUM. I PROVED AS L`OMPIYtIQt % H THE SOUTH FLdRIOA BUILDING CODE B !1�1 .w,I✓ PRODUCT CO / IL DIVISION BUILO'KG CODE COMPLIANCE OFFICE ACCEPTANCE NO % L LLQtD4.4 L ' n : - 1/4' • RAWL CALK- N 0 4" O.C. W/ 7 /B" MIN. EMS. INTO CONC. OR HOLLOW BLOCK. I U 1 Z co • t X 96 -88 0 . O= u FL Licon 6 co PE 00 04/22/••: ;c ;d r...n 0r AS NOTtO HC !design Oi cn.c►.i s11 VJK :( vwc ' s .LN10 VW). 030999 15:16 t; J EH SEC d FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 1• EXISTING CONCRETE. HOLLOW BOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE • OF STRUCTURE) sL r x 2 - _ 2 x 2 x 0.055' 6063 -T6 ALUM. TUBE 2 - 2' x S' HEADER MOUNT DETAIL O SCALE : 3" = 1' -0" b. - 1/4'• MACHINE SOL T p 6 O.C. FASTENER. SU ANCHOR SCHEOLLE 1.•2 MAX. 0 - 2'x2 r .093 STUDOED ANGLE J4OTE, THIS DETAIL MAY BE USED AT TOP OR BOTTCM OF PANEL. O 2" x 2• ALUM. TUBE BUILD -OUT SCALE • 3' - r -0 k s 2 ? 7 2 _ v _ x O.OSS 6063 -T6 ALUM TUBE 2' x5 - REFERENCE CONNECTION •TYPE2* m CONT. 1/4 MAX. 62 STUDDED ANGLE 12 3 z L' z 1/0 2 6063 -16 ANGLE — 1/4 -23 MACHINE BOLT i WINONUT p 12 O.C. OR p 1 0.0 FOR PANEL LENGTHS GREATER THAN )04'. ITYP TOP & BOTTOM) EMBED. L4 • 3/4 - Ex SCREWS OR 1/4 - 20 BOLT *NO NUT p 12 0.C. STAGGERED (T"P. TOP AND BOTTOM) - — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE r EXISTING CONCRETE, HOLLOW BLOCK. 3R WOOD FRAMNG ISEE.A►CMOR SCHEDULE BASSO ON TYPE OF STRUCTURE) r EMS! . , _ • 2 MIN. .- EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1 -1/2- — 1/4' -20 STUD S. WINGNUT. PANEL PANEL TO ANGLE • CONNECTION 0 12 O.C. - O ALT. TRAP MOUNT DETAIL SCALE 3" • T -O ® CONT. -. 2 -1/2' INIMIr 1 — 1014 STRUCTURAL J40T(i THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL STORM PANEL BUILD -OUT C SCALE • 3 • r-0' — 1/4 - 0 RAWL CALK -04 p 4' 0.C. W/ T/ - MIN. EMNEO. N CONC. OR HOLLOW BLOCK 1 L. 1/4 -20 MACHINE BCLT & WINONUT 10 12 0.C. 1 OR p 6' 0.0 FOR PANEL 1 LENGTHS GREATER THAN 104'. (TYP. TOP & BOTTOM) -® 2'z2'x.0113 STU3 ANGLE APPROVED AS COMPLYING writ, THE SOUTH FLORIDA BU;IOIN6 CODE OAT t1: PRODUCT CO � I L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 TS - t% I 0 Lt • ro I W Y 1± a 0, =L.Lic an PE 001 3 96-88 r L shoot S .1 No. 0 199 04/22/66• sew. • dr.•.n OV = s NOTE jL 5 a•Myn 6T 'Itn.CA.r 6/I VJK� _ VJII r ara,..IwE na FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING 1 STRUCTURE ANCHOR TYPE LOAD ('N/) PSF MAX. (SEE NOTE 1) MIN. 2e EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 . -6 .. (SEE NOTE 1) SPANS UP TO 7 ' -6 " (SEE NOTE 1) SPANS UP TO 11 -11 (SEE NOTE 1) SPANS UP TO 5 , -6 ., (SEE NOTE 1) SPANS UP TO 7'_6" (SEE NOTE 1) SPANS UP TO 11' -11.. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 S CCNNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE . 2' : 45 CONNECTION 1 2 TYPE 3 4S - CONNECTION 1 2 TYPE 3 4 5 CONNECTION • TYPE 2 34 5 CONCRETE ]]EMMEMED0 1 /4"o ITW TAPCON W/ 1 - 3/4" MIN. EMBEDMENT (IAN. 3.000 1 CONCRE1E) 48.0 12 12 12 12 12 12 12 12 12 11 12 8 4 .2 7 12 12 12 12 12 12 12 12 12 .12 12 9 12 12 8 62.0 12 12 12 12 1212 11 11 12 9 12 8 9 12 7 12 12 12 N 12 12 12 12 °10 12 912 12 8 72.0 12 12 12 '2 10 12 8 9 12 7 12 8 9 12 7 12 12 12 LJ 12 9 12 12 8 12 9:12 12 8 92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 10 12 12 9 12 9 12 12.8 12 12 9:12 9 12 12 8 200.0 12 8 9 12 7 12 8 9 12 7 12 8 9 1 2 7 12 9 12 12 E 12 9 12 12 8 12 8 * * I /4 "o ELCO MALE/ FEMALE - PANELMATE" WI 1 - 1/4 MIN. EMBEDMENT L 1/4 - 20 SIDEWALK BOLT (IAN. 3.000 P.S.L. CONCRETE) , 48.012 12 12 12 7 12 8 12 5 11 4 5 .1 3 12 12 12 12 8 12 12 10 12; 6 12 4 6 12 3 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12' 4 12 4 : 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 12 4 6 12 : 4 12 1 4' 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12: 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 ., 11 3 1 4 5 .1 3 12 4 6 12 L "' 12 4 6 12 3 12 4 6 12 3 * �j� ®`� 1/4 "o POWERS CALK - IN W/ 7/8" EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW (W/N. 3.000 PS.L CONCRETE) 48.0 12 12 12 1 2 12 12 12 12 12 12 1 2 8 8 12 7 12 12 12 r+ 12 12 12 12'12 12 10;12 12 9 62.0 12 12 12 12 12 12 11 9 12 9 12 8 8 r1 7 12 12 12 12 7 I r 12 12 12 12:11 12 10;12 12 9 72.0 12 12 11 12 11 12 8 8 12 8 12 8 8 12 7 12 12 12 12 12 12 10 12 12 ' 10 12 -- 10 112 --�- -- 12 9 92.0 12 9 9 12 8 12 8 8 12 7 12 8 8 12 7 12 r � 12 12 10 12 10 12 17 9 12 10:12 12 9 200.0 12 8 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 ' 12 10 12 12 : 9 12 10112 12 9 48.0 12 12 12 12 10 12 12 8 6 12 12 12 5 10 7 12 12 5 4 11 11 4 4 6 6 11 11 3 3 12 12 12 12 12 12 S 112 v■ r 12 12 6 1; 9 : 6 12 ' 5 12 12 4 ' 8 4 : 8 12 4 q � - � 62.0 12 12 1/4-• POWERS ZAMAC NAIL - IN W/ 1 - MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72,0 12 8 9 12 5 12 4 6 12 3 11 4 6 1 1 3 12 10 11 12 6 12 4 8 12 • 4 12 4 . 8 12 92.0 12 4 7 12 4 11 4 6 11 3 1' 4 6 11 3 12 5 8 12 4 12 4 8 12 ' 4 12 4: 8 12 200.0 11 4 6 11 3 11 4 6 11 3 11 4 6 11 RI 12 4 8 12 4 1 12 4 l 12 4 12 4 : °v 12 * 1 /4"o OYNA8OLTSLEEVE ANCHOR MIN. (MIN. 3.000 48.0 12 12 12 1 2 11 12 12 10 12 8 12 5 7 12 5 12 12 12 12 171 r 12 12 1; 12.10 12 7 ! 11 12 0131:3-1 �� ITW RED HEAD w /1 -1/e" EMBED. PAL CONCRETE)) 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12: 8 12 7. 11 7 11 12 12 72.0 12 12 . 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 7 11 12 i 7 12 92.0 12 6 7 12 6 12 5 7 12 5 .2 5 7 12 5 12 8 12 12 7 12 7 1' ' 6 12 7! 11 12 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 6 12 7 1' 16 12 7 ; 11 12 q . (MM. 48.0 12 12 12 12 7 12 10 9 12 5 10 3 6 1 0 3 12 12 12 Is 12 10 5 12 • 5 10 3 ; 6 10 :11111111111E1111111N 62.0 12 12 10 12 5 12 5 7 12 4 10 3 E ) 3 12 12 10 12 5 12 5 : 4 10 3 6 10 1/4 "0 ASHLEY QUICK - SET SCREW WIT') 1 - 1/4" MIN. EMBEDMENT 3.000 P.S.L CONCRETE) 72 12 7 8 1 2 4 10 3 6 10 3 10 3 E 10 3 12 7 8 12 4 10 3 E 10 3 , 10 3, 6 10 92,0 11 4 6 11 3 10 3 6 10 3 10 3 E 10 3 11 4 6 11 10 3 6 ' 3 10 3 6 10 200.0 10 3 6 10 3 10 3 6 10 3 10 3 E 10 3 10 3 6 10 1711 10 3 E ! 3 10 . 3 6 10 ' * 1/4 DROP SIDEWALK NEAP) MIN. (MIN. 3.000 - _� 48.0 12 12 12 12 12 12 12 12 12 17 12 10 5 2 10 12 12 12 12 N 12 12 1 ' 12 1212 ' 12 12 - 62.0 12 12 12 12 12 12 12 10 12 1. .2 10 5 Z 10 12 12 12 12 12 12 1; 12 12 12 112 12 POWERS - IN s 1/4 - 20 BOLT (3/4 O W/ 1 - 1/4 - EMBEDMENT P.S1 C0NCRET77 72.0 12 12 12 12 12 12 11 9 12 10 12 10 5 12 10 12 12 12 12 12 12 12 12.12 12 12;12 12 92.0 12 12 9 1 2 10 12 10 9 12 10 12 10 9 12 10 12 12 12 - N L 12 12 12 12 ' 12 12 12 12 12 200.0,12 10 9 1 2 10 12 10 9 12 10_12 10 9 12 12 12 12 12 12 12 12 12:12 12 12:12 12 0309 99 15:1: SOUTH FLORIDA BUILDING CODE 3 ; �� lino" 3; ■ � i J i PKO0ucT CO • • DIVISION QUILLING CODE CONPLIANCE OFFICE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Z CC N g Q c0 O O 3 ANCHOR TYPE 1 /4 "e W000 LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN rI 7/16' 0.0. BRASS BUSHING W/ 7/8" MIN. PENETRATION L 1/4 -20 MACHINE SCREW * Its * 1/4 "a ELCO MALE/ FEMALE - PANELMATE" W/ 1 -7/8" MIN. PENETRATION L 1/4 -20 SIDEWALK BOLT MIN. 3/4e EDGE DISTANCE (w)0 SPANS UP TO -6" PSF MAX (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) (SEE CONNECTION NOTE TYPE 1) CONNECTION TYPE 1 2 3 4 5 1 2 3 4 5 12 , • 12 8 12 12 • - 12 6 12 8 ' 12 5 12 4 12 4 11 4 11 3 11 48.0 12 62.0 12 72.0 12 92.0 12 200.0 12 12 1' 12 12 12 12 9 12 12 12 12 7 12 10 12 9 6 12 8 12 8 5 12 7 12 48.0 12 62.0 12 72.0 12 92.0 12 200.0 11 48.0 1 12 62.0 12 72.0 12 92.0 12 200.0 12 8 12 6 12 5 12 5 12 5 12 12 11 8 8 8 12 5 4 4 4 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 12 9 9 12 8 12 12 12 `/ 12 11 11 12 12 9 9 11 9 7 7 7 5 4 3 3 3 12 12 11 12 10 12 9 12 9 12 12 10 8 8 SPANS UP TO 11' - 11 (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4, 5 5 5 5 5 9 9 9 8 8 8 8 8 5 12 7 12 7 12 12 7 12 7 12 12 12 12 12 4 4 4 4 4 11 ' 3 11 11 11 3 3 3 11 3 11 11 11 11 11 12 12 12 12 12 9 9 9 S 9 9 12 8J 12 8 12 8 12 8 12 8 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. Z.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHCR SCHEDULE FOR PROPER ANCHOR TYPE BASED CN TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. S.MIN'MUM EMBEDMENT AND EDGE CISTANCE EXCLUDES WALL FINISH OR STUCCO. F. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. F'ELD VERIFY THAT = ASTENEP.S ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7 - WHERE LAG SCREWS FASTEN TO NARROW =ACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NCMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SI-ALL 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. CR WAFER - HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES .= *13.1DESIGNATES ANO-ORS WHICH ARE REMOVABLE 3Y REMOVING MACHINE SCREW.. NUT OR WASHERED WINGNUT REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT' - MOUNT (E 6" O.C. OR 12" O.C. MAX. SPAZING ONLY. SPACINGS SHALL NOT EXCEED . VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11.144-20 TRUSS HEAD BOLTS MAY SE USED IN LIEU OF 1/4 - 20 SICEWALK BOLT IF 1 90 KEYHOLE WASHERS ARE USED. °E are 3 N I Z w e Q W Al a 0 drawling .� ir 41 u N 0! I I.a : •J •O:v i•:=4 . .O : IT- �. . e' ' ... . e. . • '-:; ;= . .4.4:KN[23VICN ' Y49FESS$ 3A . GDEER • AL Lie No, ?E 00 . - - 3 01999 04/32/14t •c a '; drawn by . _s MOT[O• MC' aasiy.Oy : «well 04 vjg :: vwc : FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING l STRUCTURE ANCHOR TYPE LOAD 04) MA F (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -6•' (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) - SPANS UP TO 11 -11 (SEE NOTE 1) SPANS LP TO 5' -6" (SEE NOTE 1) - SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 11' -11" (SEE NOTE 1) CONNECTION 1 TYPE 2 1 3 4 5 CCNNECTION 1 TYPE 2 1 3 r 4 5 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 y 5 HOLLOW CONCRETE BLOCK : L 1/4"0 ITw TAPCON W/ 1 -1/ 4" MIN. EMBEDMENT 48.0 12 12 9 12 5 12 8 7 12 3 7 ' 4 7 12 rl 11 12 6 12 9 8 12 . 4 8 3 5 8 62.0 12 10 7 12 4 9 3 5 9 3 7 7 7 7 1111 ill 1. 4 r. 4 7 7 7 7 II U III 12 1: 9 12 4 10 4 6 10 3 8 3 5 7 2.0 11 5 6 5 11 8 3 8 7' 7 :. •'; ; •,• 4 4 4 8 7 7 . - 12 9 8 6 3 �umm 7 6 5 12 9 8 4 ; 1 r 7 9 8 3 3 5 5 9; •.! 8 . . 8 8 3 3 5 5 = ga 92,0 " 3 200.0 7 4 7 :. • • 8 3 5 8:• 8 3 5 = * 3sifjuicosna.t. 1/4"0 E o ALE/ FEMALE "PANELMATE" w/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 SIDEWALK BOLT 48.0 12 12 12 12 7 12 12 8 12 S 11 4 5 11 3 12 fJ 12 12 8 12 12 10 12 6 12 4 6 12 3 62.0 12 12 9 1 2 6 12 5 6 12 4 11 1. 5 11 3 12 LJ 10 12 6 12 5 8 12 ' 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 5 9 12 7 [YII 12 4 6 12 . 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 . 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 S 11 3 12 4 6 12 12 4 6 12: 3 12 4 6 12 3 1/4 "o POWERS W/ 7/8' & 1/4 STEEL -IN 48.0 12 12 10 12 6 12 10 12 5 10 3 4 10 3 12 12 12 12 8 12 12 11 12: 6 12 4 7 12 4 7 '. .`g• CALK EMBEDMENT -20 STAINLESS MACHINE SCREW 62.0 12 12 8 12 5 12 5 N 12 3 10 3 4 10 3 12 N 12 12 6 12 6 9 12 4 12 4 7 12 4 , 72.0 12 7 6 12 4 10 3 5 10 3 10 3 4 10 3 12 9 10 12 12 4 _ I YI 7 12 4 12 4 7 4 92.0 200.0 11 4 5 11 3 10 3 4 10 3 10 4 10 12 5 8 12 4 12 14 1 12 4 12 4 7 12 4 1 0 3 4 10 3 10 3 4 10 3 10 4 10 12 4 7 t2 4 12 4 7 12 4 12 1. 7 12 4 48.0 12 12 10 12 5 11 7 7 11 3 - 7 ' 7 12 12 12 12 8 YI 9 12 4 8 V- 5 8 : ' 62.0 12 9 7 12 4 9 3 5 9 ' 7 III 7 11 12 11 9 12 10 4 1 10 3 8' :. 5 8 gi gli v4'. POWERS 2AMAC NAIL-IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 1 0 5 6 10 3 7 ;. .' 4 7 •••" 7 7 al 11 6 8 11 8 3 6 8 j, 8 :•' 5 8 92.0 8 3 5 8 7 ;• 4 7• 7 El 4 7 ill 9 3 6 9 8 5 8 : -`. 8 ,,,. 5 8 200.0 7 4 7 7 % . 4 7 7 8 58 I e 5 8 81 5 ---., r 48.0 12 8 8 6 12 10 4 3 9 - 6 3 6 4 9 7 1 , . 6 6 I 6I12 6 a 12 10 I , 12 9 12 12 12 8 4 9 3 8 6 12; 4 8 '::- 5 8 si Ill /I * " _ 1/4'0 DYNABOLT ANCHOR MIN 62.0 '0 9 3 8; 5 8 ITW RED HEAD SLEEVE W/1 -1/8" EMBED. 72,0 9 4 5 9 - 4 5 '. • 6 S 6 11 6 8 11 8 n u 11 I I( 1 8 •• 8, : 5 8 i s 92.0 7 4 7' -- a --- - i b 6 3 6 6 S 8 LtiIJ 6 8 . 8 8 5 5 8 8 8 �;• .. �. 5 5 200.0 6' 3 6. 6 . 3 6 .. 6 6 5 6 _��. 1/4 ASHLEY QUICK -SET SCREW WITM 1 -1/4" MIN. EMBEDMENT 48.0 12 12 12 '2 7 12 10 9 12 5 10 6 10 12 12 12 12 7 12 10 9 12 5 10 3 6 62.0 12 12 10 1 2 5 12 5 7 12 4 10 3 6 10 3 IIC 10 12 12 5 N 1 12: 4 10 3 6 10 3 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 10 m A1I 11 �-- 6 11 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 1C 10 6 10 103 01 0 n1 6 10 3 10 3 6 10 3 • 03/09/99 15:1; ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO 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. :.EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. [...ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. F'ELD VERIFY THAT = ASTENEPS ARE INTO ADEQUATE 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" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVw PHILLIPS PAN HEAD OR HEX HEAD. 6.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. CR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT p 6" O.C. OR 12" O.C. MAX. SPACING 'ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF <EYHOLE SLOT OR KEYHOLE WASHER. 11. 4 -20 TRUSS HEAD BCLTS MAY BE USED IN LIEU OF 1/4 -20 SICEWALK BOLT IF 1 <EYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WITH 1}( f SOUTH FLORIDA BUILDING CODE DATE di PRODUCT COk1 DIVISION 8UILOING CODE COMPLIANCE OFFICE ACCEPTANCE N0. C r 1\ 1 D• D L1_ Id i 1 co 1 .< U - O: • al f0 z I< 1 = O :> I W W I ,]C -0• rn z z 1 O V Z ' < N ) ) Q N z ^� C 2 0 0 a_ 2 dimmomemom !r! [lc Or•rn sy : ` &$ ►into •cc v V,11 ' r tr•vnM n4 96 -88 04iss/•; •n••► 1 •• •- .. • • ..j a. ° 0 -' �► Y.I. :Nraxv KN - • te0PaprIssookit. ✓i'_ I 'FL Lics• No. t' I • • • . P • . . -"s O 1§99 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQLJAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH DOSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER' LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DETERMINE ALLOWABLE SPANS APPROVED AS COMPLYING wrist THE SOUTH FLORIDA BUILDING CODE DATE f1AH 2.0 PRODUCT CO 01 DIVISION eu$LOING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9 B- III C •04• I Z CO , � H U . o C9 ! CO c : ,_ z ; W z, .N 3 Z Y :2 W' Q C 0 0 co C7 2 2 o J �3� Q Q Z CC 0 :00)- o G Q R 2 - N w V PSZEV1 . !! N a�l' tic .1F/17. stio ,•s:: f �. • f -. �• • ' *att./1G r ..1 .w • dr...n by 71Z � •.+s NOTeo ..c e.•Vn er chat mod .p vpc ar•..W19 96 -88 01999 ebbet • of II MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN AC - UAL SHUTTER SPAN (L) (FT - IN/ MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE ;INCHES) I • LOAO(W) (PSF) BAR NO BAR NO BAR 30.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2 -3/4 1 -7/8 11 - 11 4 -1/4 _ 4 -1/4 .. 3 -5/8 . .- 40.0 3 - 0 2 -3/8 2 -3/4 f 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/8 5 -.0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 10 - 9 4 -1/4 4 -1/4 3 -1/4 50.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -1/4 9- 7 4 -1/4 4 -1/4 2 -7/8 60.0 3-0 2 -3/8 4 2 -3/4 - 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 i 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -3 /8 8- 9 4 -1/4 4 - 1 /4 4 3 -3/8 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 Z -3/8 2 -3/4 1 -1/4 70.0 6- 0 2 -3/8 2 -3/4 1 -5/8 7- 0 2 -3/8 2 -3/4 2 -3/4 7 - 10 4 - 1 / 4 4 -1/4 2 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQLJAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH DOSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER' LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DETERMINE ALLOWABLE SPANS APPROVED AS COMPLYING wrist THE SOUTH FLORIDA BUILDING CODE DATE f1AH 2.0 PRODUCT CO 01 DIVISION eu$LOING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9 B- III C •04• I Z CO , � H U . o C9 ! CO c : ,_ z ; W z, .N 3 Z Y :2 W' Q C 0 0 co C7 2 2 o J �3� Q Q Z CC 0 :00)- o G Q R 2 - N w V PSZEV1 . !! N a�l' tic .1F/17. stio ,•s:: f �. • f -. �• • ' *att./1G r ..1 .w • dr...n by 71Z � •.+s NOTeo ..c e.•Vn er chat mod .p vpc ar•..W19 96 -88 01999 ebbet • of II STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS (PSF) L MAX. (FT -IN) 30.0 11 - 11 35.0 11 - 5 40.0 10 - 9 45.0 10 - 1 50.0 9 - 7 55.0 9 - 2 60.0 8 - 9 65.0 8 - 5 70.0 7 - 10 75.0 7 -3 80.0 6 - 10 90.0 6 -1 100.0 5 - 6 110.0 5 - 0 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 03/09/99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQLJAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH DOSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER' LOAD OR LINEAR NTERPOLATICN MAY BE USED TO DETERMINE ALLOWABLE SPANS APPROVED AS COMPLYING wrist THE SOUTH FLORIDA BUILDING CODE DATE f1AH 2.0 PRODUCT CO 01 DIVISION eu$LOING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9 B- III C •04• I Z CO , � H U . o C9 ! CO c : ,_ z ; W z, .N 3 Z Y :2 W' Q C 0 0 co C7 2 2 o J �3� Q Q Z CC 0 :00)- o G Q R 2 - N w V PSZEV1 . !! N a�l' tic .1F/17. stio ,•s:: f �. • f -. �• • ' *att./1G r ..1 .w • dr...n by 71Z � •.+s NOTeo ..c e.•Vn er chat mod .p vpc ar•..W19 96 -88 01999 ebbet • of II MANUFACTURERS — DISTRIBUTORS of 'ALUMINUM AWNINGS CARPET WAREHOUSE and SALES CUSTOM �E DRAPERIES Miami Shore'Village Building 10050 . E. 2 Avenue Miam Shores, Florida. 741 N.W. 54th STREET MIAMI, FLORIDA 33127 Phone 754 -5561 Dear . Bradford: Ple .e consider Permit to insta Roger A. Carley 321 N. The value of this • our check in the amount of ;'2.50. GHH:hg ENCLS: (3) Thanking you for your kind operation, I am • truly February 5, 1969 this letter as Application for Building wnings on the home of Mr. E. 93 Street, Shores, Florida. .00 for which is enclosed Again I am using a letter as Application inasmuch as I note I am fresh out of your regul r forms. y urs, George H. Harvey and Other Home Improvement Products Opening No. Size Style Proj. Const. 1. 81 3/8 X 145 Catalina 42" Aluminum 2. 47 1/16X 45 n 42" n 3. 81 3/8 x 45 It 42n n Owner: r 1 . R E S I D E N C E 0 rsrS V Contractor: JALCO, INC. Roger A. Carley 321 N. E. 93 Street N Lami Shores, Florida. • 5fwe/ M ANCHOR SEE SCHEDULE ♦ 1 • 4; ANGLE 35" I X 25" X A90l ` AWNING CLOSED .06d EXTRUSIONS LITE tT�i1GI:D:. ST DRY LOCE PROJECTION A E SE 2E 32 - : 45'. - HEADER NINGE SUPPORT ARM BUTTON CAMEL BACK AWNING NG OPEN TO LOCK AWNING IN STORM POSITION, REMOVE CAMEL BACK PIN OR BOLT. RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT THRU VALANCE. S /8" 1 v4' ' • 351' . I -4/ 8 S.M. SCREW EA. SLAT •10 S.M. SCREW USE ONE FOR SPATS G:f OR GREAT71. :.'r ROR SEE SCRr"S10IE 1/9' x 3/ 4' ALUYIIICL' STRAP /ROL -L -- ROOF SLATS 2 SMS. EA. TUBE ( ^ .040 -GUSSET PLATE 4- "4 SMS. � TYPICAL PURLIN _ . 2 ANGLES (SEE PURLIN DETAIL ) 71 56' WING DETAI VALANCE z O X U z in CAMEL BACK DETAIL STRAP HINGE I" X .040" 4-"B SMS. 'ELM RwC�r•,� 5"-.A_.. 8E LY..CTE2 AS 4,' I E) PT AWNINGS P•y,IEZ T r+:c C. Aru 7N4A SE .NC MIDTHE GREATER T KAA 7: • 51 4. nA'5 2 ANCHORS.. K• LAa- ENO.. CL■J:X IX =o i PURLI IIS II : ^ ( ADJUSTMENT VIOL ES I/4' BUTTON L 1 O.D.TUBE 7/8 - TUBE .049' WALL ` CAMEL BACK .080' FOLDED PL. 1 /4'DIA. PIN OR BOLT TWO ANCHORS EA. CAMEL BACK I • WIDTH PLAN OF AWNING MAX. 91" ".�-- 5/8' SO BUTT JOINT TUBE .040' WALL USE "Ir7ERIEDIATE STORY LOOP.' 4 EACB ERD w:T AT L_DSPAR FOR WIDTHS • I, GFId:' -.P. ' AX 60'. `.040 GUSSET PLATE 4"4 SMS INSIDE SLAT ( EVERY 3RD SLAT ) 1/4" HOLE FOR CLOSED POSITION SECTION 'X - X' .049' WALL 7y16' BOLT` I/4-20 BOLTS ROOF SLATS r J 1 -F8 S M.SCREW EA. SLAT STAGGERED, ALL PURLI NS. 2- . 10S.M.SCREwS L- II /4 "XI'X 115 "X V2" PURLIN (SHOWING CONNECTION AT EA. END OF NOSE PURLIN) 4? I 3 16" SLAT DETAIL /1 VALENCE 6' SEE SCHEDULE — FOR THICKNESS ROOF SLATS PURLIN VALANCE SEE SCHEDULE FOR THICKNESS SECTION 'Y - Y' PJRLK 6 V■I=N : r+- ZU S7 IEDU,_E 'PROS i uAxl n�IM.. PJ21A S°f WG;TH IYr1Y -T.N 35. TO M'S( TD 1F.A3E TYPIGl1 36' 7E' .040' I 16• J I 19" 7I' 91' .040' .040" .063` .063' 16' 14" ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5005-4434 BOLTS 2024 -T4 VALANCES 3003 - H14 ARMS 3003 -H18 PURLINS 5005-HIP ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. 11" 13 12' THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. IC, 1960. BASED ON SO. FLA BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - JALCO iNC. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARNING OR ALERT. CONCRETE 1 /4' X I. I/4" DIAMOND HAMMER DRIVE NAL OR 1/4 " SUPER - GRIP XFOAN CB X V4 LAG. , ANCHOR SCHEDULE HOLLOW WALL 1/4" X 20 LONG 4 WING TOGGLE SCREW w000 NO. I+- In " LG. W000 SCREW _.. I -. 1 JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES 621 $.w. Z I A V L . • • MIAMI. ILO \ 1 p * C O N S U L T I N G E N G I N E E R• r.. 9-.41 1 e..,.. E.G.) c�c.G.K.T. •u.. AIMII• IMO OM, 71111X101.1 MALL •OMT ALL OM41M0" AV OM M.O■ IMOCLm.w 10714 WOW. 64139 I OF 4 SUN MASTER CATALINA 9 " - -y ■ AWNING CLOSED HEADER HINGE DETAIL MIME IMO .060" EXTRUSIONS 010 S.N. x333 2- ANCHORS EA. CARL BACK AWNING OPEN TO LOOK AWING 23 STORM POSITION, REMOVE CAMEL BACK PIE OR BOLT, hEL008TE ANTIS, IOW 811110 D011 AND REPLACE CAMEL BACK PIN ON 8010 TAW VALANC1. 4 S.N. SCREW EA. SLAT ROLLED ROOF SLATS 2 -611 S.F. SCREWS • EA. TU81 CAMEL BACK DETAIL - _SS_ __ATE 4-01 S.N. SCREWS TYPICAL PURLIN 2- ANGLES (SEE PURLIN DETAIL) .040 GUSSET PLATE 4 -24533 INSIDE EVERY 3rd I SLAT SEAM ANCHORS SHALL BE LOCATED as SHOWN. Y OVERHEAD ..RLJ 7/F" X 04•'" WITH 2" X 1/8" Z 2" CALELBACE CONVECTED BY }" - 20 COLT 'ADJUSTMENT ROLES .` .7/8 "0.D. TUBS .049 "WALL 3/4 "O.D. TUBE .044 "WALL CAMEL PACK .080" FOLDED PL. *'DIA. PIN OR POLT /8 "SG. BUTT JOINT TUBE .040 MALL 3 u SIMS 56" 0.821503 -+1 PLAN OF AWNING HOOP SLATS- 1 - S.P. SCRE'A EA. SLAT STA:GERID ALL PURLII3 \ \ , PUNLIR • }" HOLES POP CLOSED POSITION SECTION 'X-X' STRAP PINOE 1 "z.040" .°. c 4 5. r. SCREWS o .O • EA. 5/ 5C' TDEE DETAIL OF ROLLED ROOF SLAT PURLIN ROOF SLATS PURLIN SPACING SCHEDULE PROJECTION 4 16" 48' 56' 56' 71 " 16' 34' 71" ALONI301 ALLOY OP AWNING COMPONENTS OS AWN BUILDING MIENS. ROOF SLITS 5005 Bows 2024 AR MS 30 - PORLI13 5 -134 ALL AMINO SIZES SHORN ARE MIX. 1133ER SIZES USED. CONCRETE JORDAN 103 } "z 13 LAO xIm OR } " -20 SUPER ONIP 081" X 1 } D.B.L. OATS ■0 3 4022, ID 46' 56' 46' 56" 45 52" 5 6' NOSE 16• 1 6' � 16" ANCHOR =MULE HOLLOW WALL AMERM81 JOHNSON • -20 LONG WINO 10001E SCREW ANCHOR I000E0 0811 Dan: 3165I0ASR a3 IMO IUD BALL VERIFY ALL DIMENSIONS AT NYE BEFORE PROCEE OUS *ITN WORK. 13' 1 5" 18• 14" 17" 34' 15 " WIC SPACING TOOL PUR A 18" 12' WOOD REVISION FILE 110. 6522 u• 17" 13' 12' N0. 10 - 1>♦" 10. WOOD SCM JALCO, INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH S1 ASSOCIATES 6 2 7 SW E 7 1 R AVE.. MIAMI, 24.0340* C O N S U L T I N G E N G I N E E R S I of SUNMASTER CATALINA 56" Mitt AIR. 0 IVY BE THN JALCO SUNMASTER CAT8LIRA AWNINGS SERE D=SIGRID AND TESTED IN ACCORDANCE 12TH THE METROPOLITAN DADE C00NT! 80ILDIRO 81D ZONI10 MARINERS POLICY FOR PLANT PRODUCED PREFAERICATED RIGID AWNINGS, CAM. O('IU 8ND CANOPY SHUTTERS, DATED 001.10,1960. BAWD ON SOUTH FLORIDA BUILDING CODS. AWNING ARMS WAY BR MOUNTED OVERHEAD USING SAME FITTINGS AND DIW3IONS. THE FOLLOWING LABEL SMALL BE ATTACH= TO ALL AWNINGS, JALCO, INC. CERTIFIES TEAT THE ALLOY AND RUT TREASRE1T OF ALL METAL IN THIS PRODUCT CONFORMS TO THE SPSCDI0►T20W3 CONT5IM IN 216 PLANS 303111TE) POR PERMIT COVERING IRIS INSTALIASI01. THIS AWNIN0 MOST BR CLOSED AND SECURED TO TM WALL DURING • HURRICANE W►R1IN0 OR AL1?