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SHUTTERS PERMIT`1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date CO $ -S - Job Address j 02S Al it 91 Sr Tax Folio / 1" 32 OS- 0LS"0 Z 00 Legal Description 66 /v t pt/lg &'k E ?Ft 0 F Lot 1 4 -- 4 Historically Designated: Yes No A!l Lot / dlK 3 Part /i — et towneXessee / Tenant /M PI of y /9'V �f , la Lz, ("2 rE ( Master Permit # % 7 /% Owner's Address / 0 L S N It Q Z 5 T Phone 3 0 - 7 SS/ - 7 Zo C o n t r a c $ n g Co. A l / 3 RP um R D )-4 wP K rC Am /T Qualifier J/,G// /%i . . :.� /0 State # CC, C- D 3 7S" Municipal # Architect/Engineer F/f/g Z f V/ G J/ 4 S S O G- Bonding Company Mortgagor Signature of o er and/or Condo President ate Notary to Owner and/or Condo President My Commission Expires: // - / Q - 03 Y Digna T. Perales MY COMMISSION # CC889306 EXPIRES November 18, 2003 BONDED THRU TROY FAIN INSURANCE, INC Building Address Address Competency # 3 5)01 4S w I/1l C Air/ o Al Fr- ist- t leR r G/ a ss# Pfione 975`- .'3 6 o Address / 2 t o N • W/vi vtKSl T, 9 . s jk; 1 St /er. L.4 ude( d4? ,t/. 3333 Z Address iv/ir Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION // L(K/C I C i4A 3 � � t-{ Tr S ,4 cc o IQ- Q l o /'V toc/ 4 s /, -7r, 11 Nl K- .G14ientT ,Qitoo f _(, ac Square Ft. 3-- 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 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signat{' Contractor or'er- Builder - ,5/34/oo Notary ate to Contractor or Owner - Builder Date My Commission Expires: //- / P - ° 3 ! '.Y ' ? . Digna T. Perales 2 R ' h? MY COMMISSION # CC889306 EXPIRES • • i' "" • ` November 18, 2003 %F' CONDED THRU TROY FAIN INSURANCE, INC RADON C.C.F. • ?- NOTARY 0 TOTAL DUE Electrical Ins. Co. ■1"1 Plumbing Engineering PANEL I N C . 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! BUILDING OFFICIAL Dear Sir: We are the Dade County Notice of Acceptance Holder for the following products: Rur ee P' a the number Accordion Hurricane Shutters under the number: C\ O -- \ \3C1 - C> L1 Impact Bahama Shutters under the number: \C\ - 0 - O This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: LeRoy eterson President » »> SHADES SHUT WSS • UP * 450 W McNab Road • Ft. Lauderdale, FL 33309 B HURRICANE PANEL. INC. CGC- 046375 t\Nkfkv kaU1 E'`r -,e O qa�C 5� Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 PANEL I N C. 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 A9 A N U F A C T U R E R MANUFACTURING, INSTALLING AND SERVICING HURRICANE SHUTTERS FOR THE RESIDENTIAL AND COMMERCIAL MARKET WORLDWIDE! BUILDING OFFICIAL Dear Sir: MOD SHADES & 450 W. McNab Road • Ft. Lauderdale, FL 33309 We are the Dade County Notice of Acceptance Holder for the following products: a__ -2 ouP 1 T wLe vier: c•s.. e Accordion Hurricane Shutters under the number: kc --\ \ -c• C P C Impact Bahama Shutters under the number: G\C\ _p.3- 0 This letter authorizes ALL BROWARD HURRICANE PANEL, INC. to use the above listed product approvals for the following job: t ‘e\ `fav a,3 \35 Sinc L LeRoy rson Preside HURRICANE PANEL. INC. CGC- 046375 Phone: 954 - 974 -3300 1-800-250-2182 Fax: 954 - 973 -3928 CGC#046375 DATE ,$-- CUSTOMER: To Whom It May Concern: PERMIT AUTHORIZATION 41 1-K grow Ito J /rtitrbl I hereby authorize ALL BROWARD HURRICANE PANEL, INC. to act as my agent for the purpose of securing a BUILDING PERMIT for the installation of the items specified in the attached contract. This authorization permits ALL BROWARD HURRICANE PANEL, INC. to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. I further understand that ALL BROWARD HURRICANE PANEL, INC. is responsible for payment of the direct costs associated with obtaining a BUILDING PERMIT for the work specified in the attached contract. )( -272 ,&./-70e42ei Customer Si Witness Lcv CidgcG' taY'P Digna T. Perales MY COMMISSION # CC889306 EXPIRES *' ICI November 18, 2003 j' ��r,;R, ?� ROi UCD f - & Ivo FAIN INSURANCR, INC 6 8 WORK ORDER # `Rae 1 DATE: CUSTOMER: PERMIT PLOT PLAN rgww «oc /l . e Rw 1— f 0 l og O,M (t 6 0w6+- 1 1 1 f AW c 2 0 (i(? 50(71• 1-4 �; 9S S v v T H 7`'o Ex ,titix q 0 R Itotnt -d 1 0 12 Directions: d 9° T �� r £ 6s 7 o ,ut /2' SHUTTER TYPE(S): /9(C -OX D i 0 w) Tre Top of openings above grade, all less than: l ft. Mean Roof Height / Z. ft. Roof Slope /S deg. Building Width 4 e Building Depth .S Prepared By: 1-0 60tec 0, 3gi ick `?612 -. PERMIT NO. TAX FOLIO NO. J 1 ^ 3 20 L 0 t S - O 20 STATE OF FLORIDA: • COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real propeny and in accordance with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 40 tr 1 a 46 7 I espy /d rb 10 L► art' ? z sr. maw; 540K1 , I • s s tTF 2. Description of improvement: /I V A/Lo CW010 04/ T79,e s 3. Owner(s) name and address: /u/»IGy /l iv i/ 1 6 z,r /Oit y 2 . sr' ogiA4ge 51t &I. 3 3 r Y Interest in property: I i> l yirwe..k Name and address of lee simple titleholder: btlth LY 1910&. e0.0 r,h•el L C 2.,3" YL sr. 0sidd4o _ sh4Ao P1. 3111c 4. Contractor's name and address: 41/1. ehr,ula�� 14 fAkei OC&h r &hr. [ Lth c. 'f50 i,t: • r'ie AJq 6. F d . E• 1-cw L. FL 3 - 5 i D7 S. Surety:(Payrnent bond required by owner from contractor, it any). Name and address: Amount of bond S 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.. Florida Statutes. Name and address: 8. In addition to himself. Owner designates the following person(s)-to-receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the dale of recording unless a different date is specified) x 7n ,6.-/-10e1 kInatw• or U.n.v Print Owners ame Mf/ 4I1/4/ &DA.A'EL Sworn to and subscribed before MO this day of 0/411 Nolary Public NOTICE OF COMMENCEMENT A RECORDED COPY MUST.BE•POSTED ON THE'JOB SITE AT TIME OF FIRST INSPECTION r �� Tvl NESS rn NARVE . BY Digna T. Perales .. !!� :r MY COMMISSION # CC889306 EXPIRES November 18, 2003 BONDEDTHRU TDU+FOi1 'rxtiCF. INC Z • CDUN1" of OAOE �A. opY of the S TATE Y CERTIFY + day of Y CERTIf� that this IS a tr 1 HEREBY his office on A 0 20 original filed A and t Sear. nd C ounty Court's K. of Circuit a .G^ 131k 3 Prepared by: Oti 4144 /�' .4 j.f.' M A;44 W Address: Pr a v IPA dm; 3o 4,114 BUILDING OFFICIAL /GLORIA E. OJAS VICE -PRES ENT AWNING SHUTTER APPROVAL AUTHORIZATION FORM DEAR MR. BUILDING OFFICIAL: WE ARE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR THE ALUMINUM SLATTED AWNING SHUTTER UNDER NUMBER999 -0 0623..003 THIS LETTER AUTHORIZES�C :- Fe0 e, / rurficane TO USE OUR ALUMINUM SLATTED AWNING SHUTTER APPOVED UNDER NUMBER 99- 0623 -03 TO BE USED AT THE FOLLOWING JOB: SINCERELY, G GROFF METALS M OF FLORIDA lair arm A'C}f'J 152 gaq --42g-L9e 1171aim bh0✓P5, 1'4 55/3f 1.THIS FORM MUST ACCOMPANY THE APPLICATION FOR BUILDING PERMIT AND SHALL BECOME PART OF THE PERMIT DOCUMENTS. 2.THE AUTHORIZED SIGNATURE MUST BEAR THE RAISED CORPORATE SEAL OF THE COMPANY HOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. 13140 N.W. 45th AVENUE, OPA- LOCKA, FLORIDA 33054 (305) 681 -9011 (305) 822 -7737 1 - 800 - 821 -0452 FAX (305) 681 -6613 BUILDING OFFICIAL AWNING SHUTTER APPROVAL AUTHORIZATION FORM DEAR MR. BUILDING OFFICIAL: WE ARE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR THE ALUMINUM SLATTED AWNING SHUTTER UNDER NUMBER 99-0623.03 THIS LETTER AUTHORIZESAL Ze1916i2 Xi/M(10/d, TO USE OUR ALUMINUM SLATTED AWNING SHUTTER APPOVED UNDER NUMBER 99- 0623 -03 TO BE USED AT THE FOLLOWING JOB: SINCERELY, ,,- ,ALORIA E. JAS VICE -PRES ENT G GROFF M ME OF FLORIDA 1170r ani) 1 /526 Ng go? 4) 57iree, - 5/701/e5_ f, 33/3e 1.THIS FORM MUST ACCOMPANY THE APPLICATION FOR BUILDING PERMIT AND SHXLL BECOME PART OF THE PERMIT DOCUMENTS. 2.THE AUTHORIZED SIGNATURE MUST BEAR THE RAISED CORPORATE SEAL OF THE COMPANY HOLDING THE DADE COUNTY NOTICE OF ACCEPTANCE. 13140 N.W. 45th AVENUE, OPA- LOCKA, FLORIDA 33054 (305) 681 -9011 (305) 822 -7737 1 - 800 - 821 -0452 FAX (305) 681 -6613 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 PRODUCT CONTROL NOTICE OF ACCEPTANC.E (305) 375 -2901 FAX (305) 375-290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 All Broward Hurricane Panel Inc. 450 West McNab Road F't.Lauderdale FL 33309 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 HT - 100 Premier Aluminum Accordion 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. If this product or material fails to perform in the approved manner, BCCO revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building. Code. The expense of such testing will be incurred by the manufacturer. .'acceptance No.:99- 1129.04 (Revises No.: 98- 0402.01) Expires:01/27/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01/21/2000 1 of3 Internet mail address: postmaster ®buildingcodeonline.com . MIAMI-DADS COUNTY, FLORIDA .METRO- DADE BUILDING Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director Miami -Dade County • Building Code Compliance Office Homepage: harp : / /www.buildingcodeou[ine.cua3 All Broward Hurricane Panel Inc. ACCEPTANCE No.: 99- 1129.04 APPROVED JAN 2 1 2060 EXPIRES 01/27/2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance, No. 98- 0402.01, which was issued on June 2, 1998. It approves an aluminum accordion type 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 accordion type shutter and its components shall be constructed in strict compliance with the following' documents: Drawing No. 99 -817, titled "Premier Accordion Shutter ", prepared by Knezevich R Associates, Inc., dated July 23, 1996, last revision 46 dated June 10, 1999, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance nurnber 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 accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". l.. 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 k. Makar, P.E.- Product Control Examiner Product Control Division 2 of . All Broward Hurricane Pane! Inc. ACCEPTANCE No.: 99- 1129.04 2. APPROVED 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE JAN 2 1 2000 EXPIRES • 01/27/2003 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 ( years. . Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and t:-.t following statement: . "Miami -Dade County Product Control Approved ", or as specifically stated in t== 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 prod::: and the product is not in cOinpliance 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 t1-.e correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initial:; 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 automatical' be cause for termination of this Acceptance, unless prior written approval has been requested (through tl_ 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 th 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 or Acceptance. i/e/ HeImy A. akar, P.E.- Product Control Examiner Product Control Division 3 of3 BUILDINGS GREATER THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D MEAN ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ROOF ELEV FEET 5 5 6 7 5,6,7 5 6 7 + - _ - - + - - - 10 35.5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 38.5 56.1 30.2 25 60.9 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. MEAN ZONE ZONE ZONE ZONE ZONE ZONE ROOF ELEV F 4& 5 4 5 4& 5 4 5 + - /_ __ + - - 15/ 4.5.9 57.2 39.6 42.0 52.1 20 46.9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 45.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. ,41P" h NOTES: Z WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 JUN 16 2000 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA -33174 (305) 264 -8100 a .f 1/494-01 483 .875 483 11..055 r2 = 075 .966 .875 .493 SCAL AL HALF SIZE .052— 9. TOP OETAILS MAY ALSO BE USED AS SILLS LE AT .060 — ALF SIZE SCALE HALF SIZE .16510. .285 0 D CENTER M 1 100 _ r 251 ROLLER ASSE LY 222_ 1.840 SCALE HA SIZE i• . 430 0.483 040 SCALE HALF 1/8 TMI 2.795 .945- . CENT;_= MAT 2 373^ LOCKING CUP ALE. HA' - .360 .550 0 505" R x.150 0 3t5 LOCKING ARM ALIGNMENT BUSHING (NYLON) 600 "..620" 214 322 214 1.533 NSIDE 2.110 FLAT END SLAT 1.840 01.8 TY TYPE 2 2.420 EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE O g TYP. SLATS ga ADAPTER SLAT SCALE: HALF SIZE SCALE. HALF 5 ZE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITM THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIo SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCOROAN WITH ASCE 7 - 88 'MINIMUM DESIGN LOAO5 FOR BUILOt ANO OTHER STRUCTURES ". TABLES SHALL BE REFERENC -AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIONS SHALL BE 6063 -76 ALUMIN ALLOY, U 0 N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTL LABELED AT THE BOTTOM ENO OF THE LOCKING CENTERMAT AS FOLLOWS ALL BROWARD HURRICANE PANEL CO. FT. LAUDERDALE FLORIDA MIAMI -OADE COUN PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE 2021. ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL WITM A'MIN: Fyy. 33 KSI POP RIVETS SMALL BE 3/16 - 0 5052 .'ACUM' 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIOE CLOSURE WITHIN 18• OF CENTER (VERT LOCKING MECHANISM SMALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TES7E0 FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI .040E COUNTY PROTOCOLS PA 201. 202. ANO 203. 8 0 IS BASED ON CONSTRUCTION TESTING CORPORATION ACKING LOCATIONS USE REMOVABLE AN • - ANCHORS • M AS CALK -IN 11 THE PERMIT HOLDER SMALL VERIFY THE AOEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SuPERIMPOSEO LOADS ANO TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITN THE WORK • 12 ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDA EMBEOMENTLENGIHS FINISHALL SHE B E AS NOTED ANO 00 NOT •NCLUOE $TUCCOOR OTHER 0.048 r 1 =.055 t2 • 076 t3 a 125 0 BUILD -OUT WALL HEADER SCALE. HALF SIZE 3 840 MAX. • SCALE HALF SIZE � l rii i 1 0 3261 0 520 1840 2.420" Lr2 1 752 { r1 _ 055 f2 a 076 r3 a 097 SILL -WALL n MOUNTED SCALE: HALF SIZE 4 2 0 O ADJ. SILL -TOP O ADJ. SILL -BOT: SCALE: HALF SIZE 248 060 1 • 17 • 076 • 3 049 e t•.r of • 6 0 11 ° LI_ 3 245 • .510 1 0. 630 0 0. O 1 .16510. .285 0.0. 0 .4-ro o •o .250 949 1.391 1891 O CENTER MATE 1 ga W/ LOCKING ROD SCALE. HALF SIZE 161: _ r2-I I r2 i rj 483 B7S 1 493. 1 - WALKOVER SILL _ 16 FLOOR MOUNTED, SCALE HALF SIZE 211 O. H IT 1 '1 SCALE HALF SIZE - O I 0 (.75 095J 1 L42:— i 942 O N • 3.1.65 .510 I D. 630 0 .165 10 ' .28500 0601 1.039 SCALE HALF SIZE SCALE: HALF SIZE 3.267 HANDLE SHIM (NYLON) S E HALF SIZE f . 1.250 . _90° END SLAT :060 ZE 345 CENTER MATE 2 W/ LOCKING ROD r • 020 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDti CODE OAT _ • 1 / 2 aooO BY . e j ../ .i PRODUCT CO • NOL DIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEPTLNCE NO. - 04 • i1 O. w I Z 0 0 O: 0 U O: w w 0. i6 2 U O al y ry o 5 • r 0 a1. 2 • w e t4 • g U N • H U_ o = J N IL 2 • 1- 2 o 3 •CFESS1oN FL L;c PE • 0 Z I 13 11 11 ' I; 8 2 yl� Y 0 11 m a w � CO N; O WI 01 0J ' 0 7 U 10983 GLNEEIfi se No 3.1999 07/23/96: sa.f� � a., o7 .. s .e r[co4 nC r' C•1 Qn 07 fnff4 <G O7tOlt { O - f •..•nQ" no . 99 -817 • • .nee' 1 n 6 a N 1 I ) t O - (1) Fate mromm• -- - -- z vl BOTTOM TRACK ION op- TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIOE LOCKING MECHANI CAN BE @ 16 - OR BELOW (SEE PLAN V . W V I'_11110107■ nu 0 • Wdew ler Ars E x :S T uvG GLASS (TYP 6 -1/2 • 1I 1 1 SINGLE ARM LOCK 2 -1/4 — • • — SNGLE ARM L KING MECHANISM A CENTER OR SIOE OF UTTER. LOCK MAY E u+STALLEO ON INSIDE OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM. LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. \,S OCK MAY BE INSTALLED ON ITItO OR OUTSIDE OF SHUTTER OP TIONAL ORIIt S it MOLE FRO BOTTOM OF EXTRUSION r i BEFORE ASSEMBLY FOR TRUSS.HCAO BOLT IT YPI - VARIES - NO".IMIT TYPIC EL VATION PLAN VIEW SCALE 3 r. 0 NYLON HANDLE 61 OVE TER (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE • 3/4 Mg SCE FASTENER SCMEDuLE / 1 -v2 MAX NYLON HANOLE (DOES NOT REPLACE SNGLE ARM LOCK) OPTIONAL CLOSER HANDLE FONT BETWEEN REMOVABLE AND FIXED SILL 2 L 1 Y 1 a 1/8" ALUM ANGLE w/ 3/16 - e POP RIVETS @ 6 O C. -- /TYP. ) SECTION . .REMOVABLE FLOOR TRACK. DETAIL FASTENER @ 24" C. (SEE ANCHOR SCNEOuLE FOR ANY ACCEPTABLE•ANCHORI ITYP 1 FASTENER @ 24" 0 C, (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. o ASSEMBLY OPTIONAL • ACCESS MOLE EXISTING STRUC ruRE FASTENER - TYPE A• SEE SECTION H ON SHEET 3 FOR (OMPLE TE NFORMA TION SINGLE ARM LOCKING .• MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE rNSTALLED ON INSIDE OR OUTSIDE OF SHUTTER f f ' t3 14 8 SINGLE ARM LOCKING (• MECHANISM AT CENTER OR SIDE OF SMUT TER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SMUT TER • INSIDE CLOSURE - T - HANDLE W/ HIM SCALE: 3 x T-0 INSIDE CLOSURE - T - HANDLE W/ HIM 0 71 MIN SHUTTER SEPARATION FROM 'LASS. (SEE SCHEDULE SHEET S1. OiSTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 10 17 TYPICAL PLAN VIEW MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK of SMUTTER'BLADE OR FROM MANOLE WHEN Mn�• 'PO INSIDE. OPTIONAL PLAN VIEW SCALE 3 • T•0 SCALE 3 • T.o- USE0 WITH PIEC 9A ANO 0® • LOCKING PIN FASTENER (EI 24 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCNORI. EXIST +NG GLASS O /TYP I • I FASTENER (d 2L" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/ 6.1/2 • 2 - MIN. 2 MIN. • CARRIER BUSHING „ 12 7/16 0.0. x 0.6 LONG NYLON TOP BUSHING 1110 x 2 SMS. MANUFACTURED FROM R41OHT OR B -B STAINLESS STEEL W/ XYLAN 5200. FLUOROCARBON COATING L .460'0 x .050 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM! -I M1 111111111111E111 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING SCALE: HALF SIZE M10 x 3 SMS. MANUFACTURED FROM ttI. 0HT STAINLESS STEEL W/ XYLAN S200 FLUOROCARBON COATING b .460 - 0 x .0S0" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY APPROVED AS COMPLYING WITH THE SOUTH F10.I0A BUILDING CODE OAT • • / ' Z/ PevO BY PRODUCT CON COL OIV!SION . BUILDING CODE COMPL!A1 CE OFFICE • A000J J CE NO. - //2 G# U n � 21 z _ 2 8I M U. tii j � 1 • Y < Y- O w �U G N ¢ 05 • . 1 0. a 2 m— w • uI cn o • fx 8 8 Q W >� 2 ▪ N N U 2 > M u+ 2 e • 3 Y — z • W W > ui 7 t o O W O 2 m y Y ° J`, .--` 2 " 2112ligamws5 cri LU t d U j -r I Z C g N a Q n O Z u CC .1 O Z Q '''.C. n o O .o rt O v U = a3= o U cr 0. Q 3 Q.. c 0 W D: 0 ly ` . Q 0. • M i 2 Cl CO CO CD CD 0) L• . CV r "v v rx - * ci ; _ (.9 e a . o v .41?. H o = 'w.f., '�: V:1. KNEZEVICH PROFESSIONAL E• INEER Ni C.1 0 z a t 0 0 Y FL L■ce/ e NO PE . 0 98 3 sneer 2 0+ 5 u C) = Z • d I- 0 _ U 0 O 0: co X( CI I 0 I U y 1 I } 0 ra 0 0 G J 1999j 07/23/96 1 Cae • . e .r. C^ AS l .0rf OIL a -Lj 99-817 WALL MOUNT SECTION O SCALE : 3 -_ V- 0' 11 CONT. I/2" —EMBED • • SCALE 3 1•- 0 • EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE- TYP. F ASTENER. SEE ANCHOR SCHEOULE REFERENCE C ••TYPE 5" BUT 00 NOT ExCEEO 6" SPACING EXI5TING'CONCRETE. MASONRY .., 000 STRUCTURE. SEE ANC •-' CHEOULE. TYP. - FASTENER: A MOR RE E t• K A 'f ' l7 0 N. SMUT TER PARATION F OM GLASS (SEE S EDULE SHEET S) GLA OR DO EMBED. 112" lry Ordi EMBED O .SCNEOULE. R CONNECTION ROLLER ASSEMBLI 0 TYP. EVERY OTNER PIN Ai r FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• C) CONT MIN. SHUTTER SEPARATION FROM GLASS (SEE _ < N SCHEDULE SHEET S) y v W GLASS 01.; O R DOOR a p N i 3/16"o POP RIVET CI<� OR w12 TEN SCREW @ 6 0 C ITYP ) GLASS OR'DOOR Two I /L -20 MACHINE BOLTS W/ NUT OR Alt TEK SCREW •Y 0C. ITYP.. TOP L BOT TCMI MIN $NUTTER SEPARATION FROM GLASS (SEE SCHEOULE SHEET S) 9 - 3/16 - MA ALT ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP ). FASTENER, SEE ANCHOR SCHEOuLE. REFERENCE C -TYPE 5• BUT DO NOT ExCEEO 6 SPACING 11/2 • It CONT • . 11 CONT . NOTE' • BOTTOM MOUNTOETAR • MAY BE USED AT TO ?.. O BUILD -OUT MOUNT SECTION E q ASSEMBLY . N 1" . 1" a 1/9- ALlJn ANGLE W/ 3/16 - 0 PCP RIVETS @ 6" 0.C. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 4' CEILING /INSIDE MOUNT SECTION 1 /L -20 MACHINE BOLT W/ NUT @ 12 O.C. ITYP., TOP L BOTTOM) ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN O 1/L - MAX 1 /L" MAX EXISTING CONCRETE. MASONRY OR WOOD STRUC - URE. SEE ANCHOR SCHEDULE. TYP _0 *. 0.__ SCALE 3 1'- 0 EDGE OI EDGE DIST. MIN SHUTTER. SEPARATION FROM GLASS SEE SCHEDuLE SHEET S GLASS OR 000R 1 FA$ SCH CON 3/ 6"o POP RIVET @ 6" 0 C. ITYP 1 •E XISTW . SSONR Y ANCHOR SCHEDULE. TYP O R w000 STRUCTUR SEE TENER, ANCHOR I - EQULE REFERENCE • CONNECTION 'TYPE 3• - SCALE 3°• )•• 0" I/ 2• 2 z < Cf. a 0. VI W 3Z W O N ► u < i x o VI < V. X a . Z rn 11L MAX. 1 /L MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGIER ANCHOR 1/L" OFF CENTER REFERENCE CONNECTION 'TYPE a- W H u Q GLASS OR 000R— EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCMEOuLE. TYP. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION TYPE 2• . TYP TOP L SOTTOM FASTENER. SEE ANCNOR SC -ECuLE REFERENCE CONNECTION •TYPE 2' MAX 1 /L MAX BUILD -BUT MOUNT SECTION ( MIN. SHUTTER SEPARATION FROM J CONE - FOR LARGER SPANS uSE Two 2 a 5" AL. ANGLES (SEE SCHEDULE : TYPE - CI • FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2 GLASS (SEE SCHEOLLE SHEET SI 3- 3 /L-MAx. — MBE ALT ANGLE LEG DIRECTION ITYP SC : 3 r_ 0" FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION -TYPE 2' 11 CONT - FOR LARGER SPANS USE TWO 2" a S" AL. ANGLES (SEE SCHEDULE 1 TYPE CI MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 1/L -20 MACHINE BOLT W/ N t UT BOTT OM) 17 0 C (TYP. TOP FASTENER - ' SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' - BUT DO NOT EXCEED 8.1/2" SPACING BUILD -OUT MOUNT SECTION. MAX. 1 /L MAX TOP L BOTTOM GLASS OR DOOR ID a GO FLOOR MOUNT SECTION SCALE • 3 0" pi SMUTTER SEPARATION FROM G LASS (SEE SCNEOULE SHEET SI 3-3/16" MAX. SCALE : 3" = 1'_0" FASTENER. SEE ANCHOR SCHEOULE REFERENCE CONNECTION - TYPE 3. ExISTwG CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP • • EXISTING CONCRETE. MASONRY • • OR W000 STRUCTURE. SEE • ANCHOR SCHEDULE. TYP. . 2 a 2 a .050" ALUM. • . TUBE TYP. TOP S. BOTTOM 1 /L MAX. 1/L MAX O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNEC 'TYPE 1• • BUT 00 NOT EXCEED 8 -I/2 . SPACING BUILD -OUT MOUNT SECTION APPROVED AS COMPLYING Wf(H THE SOUTH FLORIDA BUILDING CODE DAT v 4a 1J p f Oov 8Y , ��"7.'�L1 .c - .PRODUCT C''�OL• DIVISION BUILDING CODE COMPLIANCE OFFICE • ACCEPTANCE N0. 97 O¢ • cn 0 W32 Q Q O • a r 3 3 T; O 0 I P L I � I 1- IP T V.J. KNEZEV PROFESSIONAL EER FL L.ce PE 0 i No 83 1999, sh 3 oI 6 -I • ALUM BEAM & • SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" • 5" S' -0 9 -5 2.. 125 8' -0 8: -1 TT • 125 10'-0' 2 • 8- 5• -0 14'-0 - T..: 072 8'.0' 12'-O T 224 10' -0 11' -r 2 • 9- 5' -0' 15••S" T..: 072 8' -0' 13'-2 - 11. 224 10' -0' 12' -3' Ex1ShNG STRUCTURE GLASS . OR DOOR GLASS OR ODOR THREE 5/16 CALK -IN (0 3 -1/8' 0 C. W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK w/ 3 -3/4' MIN EOGE [HST 4 4 O THREE S /16 - o CALK -IN (a 3 -1/8 ° O.C. W/ 1 MIN. EMBED. IN CONC. a - -- OR HOLLOW BLOCK W/ 3-3/4 - MIN. EDGE DIST. EXISTING - J STRUCTURE °. f{ E-nI3 e ' 1 - -,+ a • -4 A_ LEG OIRECTICN 6063 - T6 ALUM. ANGLE MIN SHUTTER SEPARATION FRCM GLASS (SEE SCNEDULE SHEET SI TOP SUPPORT BEAM DETAIL SCALE • 3". r- 0 - MIN. SHUT TER SEPARATION FROM GLASS EMB ISEE SCHEOULE SHEET 51 a 1` - - 4 ° (MAX. DESIGN LOAD -!- 72 PSF) • 3/16'0 POP RIVET OR •12 TE.K SCREw (A6 =0C • D s Qs . ASSEMBLY • SCALE 3 - •. 1 0 2' >< 3 • •1 /4 • 0' -8 THREE -1/4 THRU BOLTS r MIN. • ACCESS MOLE T T- T T •-•■ T r MIN 2 3': 1/4 - : -8' 6063 -T6 ALUM ANGLE rr:REE - + /c'o THRU BOLTS ALT LEG DIRECTION O (MAX. DESIGN LOAD s 72 PSF) . BOTTOM SUPPORT BEAM DETAIL ALUM BEAM ISEE BEAM SCHEOUtE BELOW FOR BEAM DESCRIPTION 1 MAX. HORIZONTAL SPANSI 1/4 -20 5.5. MACHINE SCREW L NUT 12 0 C. USE THRU BOLT OR.ACCESS IjQLE AS SHOWN IN OETAIL 7 1/4' MAX. a 2 a N NOTE. 3/16 POP RIVET OR •12 TEK SCREW p6 AL BEAM )SEE BEAM SCMEOULE ABOVE FOR BEAN DESCRIPTION t MAX HORIZONTAL SPANS) 2/4.20 S 5 MACHINE SCREW 1. NuT p 12 - 0 C PROVIDE 1 - 4 ACCESS HOLE IN BOTTOM OF BEAM OR USE TMR BOLT AS SHOWN W DETAIL 1. USE BEA SCHEAULE FOR OE TAIL S JANO. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN in TABLE. SHEET 5 3 BEAM SPAN SHALL BE CONS{OEREO AS THE DISTANCE FROM (OF SUPPORT TO (OF SUPPORT. GLASS OR DOOR PLrw000 AND STUCCO FINISH r • 3 • 1/8" OR 1 • G • 1/8' • 6063 -T6 ALUM. TUBE GLASS OR 0008 1 PL V W000 ANO STUCCO FINISH SCALE 3 - . 1• 2 • 6"9T WOOD PLA '14)14. SHUTTER - SEPARATION FROM GLASS ISEE SCHEDULE SHEET S) MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) ( • - -- - 71/2" 0 1 /4 MAX. 1/4 -20 S.5 MACHINE SCREW E. NUT 12" O C. PROVIDE r� ACCESS NOLE p BACK S20E FOR FASTENING • Tw0 1/4'o S S. LAG SCREW (al • 24 0 C. MAX. W/ 1 -3 /L PENETRATION IN CENTER OF STuOS (MAX. DESIGN LOAD = 72 P.S.F.) WALL MOUNT SECTION — USING ALUM. TUBE O. SCALE • 3 - = Y- 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT G'U ' 2/ o leo(' • BY PRODUCT C1 • ROE DIVISION • BUILDING CODE q "C�OMPLIANCE OFFICE �1CCEPTAE►CE NO.7! - 11 Z9. 04 L 1/4 MAX. FOR '4000 PLATE USE 1/4 S.S. LAG SCREW W/ 1.3/L' PENETRATION INTO w000 PLATE p 12 - O.C. TWO 1/6 S 5 LAG SCREW (O . 2L - 0C MAX WI 1 -3 /( - PENETRATION °N CENTER OF STUDS (MAX. DESIGN LOAD = 72 P.S.F.) . WALL MOUNT SECTION — USING 2" x 6" WOOD PLATE - C 1 2 W 2 5I ocEmsznotemomos I 2 0 0 0 0 0 0 w I =1 • • MINIMUM SHUTTER SEPARATION FROM GLASS - QM E DESIGN LOAD tun (PSFf ACTUAL Spy (F T - 1741 TYPE 8 - DETAIL Q OR DETAIL ©w/ SINGLE ANGLE REQUIRED 3 - 3/1. • ' MAX. 8 O (FT - w1 )UN• SEPARATION FROM GLASS FOR IN5TACLAT10NSLESS THAN 30• ABOVE GRACE INCHES) 19 1404 SEPARATION FROM GLASS FOR INS TALLA TIONS 12/EA TER THAN 30• ABOVE GRADE !INCHES] 30.0 5 - 0 12 • 4 2 -7/8 12 - 7 1 -112 7 - 0 11 -0 . 2 -7/8 11 -2 1 -5/e 8 - 0 10 - 8 2 -7/8 10 - 11 1 -5/8 11 - 0 9 -9 3 10 - 2 -1/6 13 - 1 9 - 4 3 -3/ 9 -7 2 -3/4 LO.O r 11111 SO 0 5 - 0 2-7/8 if 61 ) 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 666 1 -5/8 11 - 0 8 - 3 3 61.5 2 -1/4 i2 -11 8- 3 _/ 112 3 W1�!♦ 8- 0 = TS0 1 - 1/2 -7/ 7 -8 1 -5/8 8- 0 8 - t t 2 -7/8 7 - 0 1 -3/4 • 11 - 0 I- 5 3 6- 7 2 - 1/2 12 - 2 8 . 0 3 -3/ 6- 3 3 . 60.0 5 - 0 5 -9 2 -7/8 6 -0 1 -1/2 7 - 0 3•- 2 2 -7/8 S- 5 1 -5/8 8 - 0 4 - 9 2-7/8 • 1 -3/4 11 - 0 4 -5 3 4 -7 1 -3/4 11 -8 . 4 - 1 3 -3/4 4 - 3 3 70 0 5 - 0 3 - 10 2 -7/6 16'00 1 -1/2 7 - 0 3- 7 2.7/3 1700 1 -5 /8 8= 0 3- 4 2 -7/5 1000 1 -7/8 • 9 - 6 3 3 190.0 2 -1 /4 10 - 3 0 3 2000 2 -5/8 80 0 5 - 0 2 - 0 2 -7/8 3- 5 1 -1/2 7 - 0 2 10 2 -7/8 1 -3/6 8- 0 2 -7/8 t -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90 0 5 - 0 2 -7/8 1 -1 /2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7/9 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8- 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPA SCACsOULE NEG. DESIGN • LOAO MU) • • TYPE A ALL MOUNTING CONOITION�S EXCEPT ©F�F /FT - 041 TYPE 8 - DETAIL Q OR DETAIL ©w/ SINGLE ANGLE REQUIRED 3 - 3/1. • ' MAX. 8 O (FT - w1 TYPE O DE TAtL DOUBLE ANGLE ' REQUIRED 3 -3 /1. MINX. B.O. 127 - INl TYPE 0 DETAIL pE 9 - 3/16 - MAX. B 0. • 1FT . W1 • 300 13 - 1 12 • 4 13 - 1 12 - 7 30.0 53 - I 11 -0 13- I 11 -2 40.0 12 - 71 10 - 8 12 - 3 10 - 11 48.0 12 - 9 -9 10-4 10 - 52.0 , 12 -1 9 - 4 1. - 9 -7 if 61 ) ¶E:1 666 8 - 3 8 - 3 8 0 61.5 10 - 9 8- 3 8- 3 8- 5 112 10 - 3 I- 0 8- 0 8- 2 TS0 9 -8 7 -8 7 -8 8 - au. 8 - t t 7 - 0 7 - 0 • 7- 4 066 I- 5 6- 7 6- 7 6- 10 91 4 8 . 0 6- 3 _ 6- 3 6- 6 1000 7 -3 5 -9 5 -9 6 -0 1100 6- 7 3•- 2 3- 2 S- 5 1700 6 - 1 4 - 9 4 - 9 5 - 0 - 1300 5 -7 4 -5 - 4 -5 4 -7 14.00 5 - 2 . 4 - 1 4 1 4 - 3 150 4 - 10 3 - 10 3 - 10 4 - 0 16'00 4 - 6 3- 7 3- 7 3- 9 1700 4- 3 . 3- 4 . 3- 4 3- 6 1000 4 -0 3 -2 3 3 - 4 190.0 3. 10 3 0 3 0 3 1 2000 3 - 7 ? - 10 2 - 10 2 - 0 210.0 3- 5 2- 8 2- 8 _ 2 10 1 OL ALT. CLOSURE DETAIL SCALE Y • r -0" 1 • 2 • 1/8 ALUM ANGLE 3 •10 TEK SCREWS OR 3- 3/16 A4uM POP RIVETS ITYPI - 2 r• 1'8 - ALUM TUBE 6063 -06 ALLOY 2 MIN. EITHER CONDITION MAY 000 81017(0 SIDE SCALE 3 • r -0 FASTENER (a 24- O.C. lUSE ANY ANCHOR IN ANCHOR SCHEDULE) I es. - BE TYPICAL O • CORNER CLOSURE DETAIL 1110 • 112 GALVANIZED S#IS OR 3/16 - m ALUM. POP RIVET CO 18"0C r • 1 • C55" • r • 2 • 055". 2" 3"s .055 ; - .L - • 055 - OR r • S • 125 AL ANGLE - .10 TEN SCREW OR 3/16 ALUM POP RIVET (I 24 0 C (tyP) Two 1 /1 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDUL( FOR ANY ACCEPTABLE ANCHOR) NOTES. • - A 1 M REFERENCE OUNTING CONDITION APPROPRIATE IN FIELD.' COLUMN 1N TABLE 1 BASED ON - L E 2. FOR DESIGN LOA05 BETWEEN TABULATED VALUES- USE 2 NEXT HIGHER LOAO OR LINEAR INTERPOLATION MAY BE U5E0 TO DETERMINE ALLOWABLE SPANS. 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO 0ETERMINE MAX SHUTTER SPAN L. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 0ETERM1NE MIN. SHUTTER SEPARATION FROM GLASS. OM ALT. CLOSURE DETAIL SCALE 3 • r -0 2" • Y - t25- ALUn ANGLE CON7 1/6 -20 TRUSS HEAD BOLTS L Nu TS W/ LOCK WASHERS (El 24 0 C. EXISTING STRUCTURE HALF OF u5E MALE 044 FEMALE AS REOu1RE0 ALT- CLOSURE DETAIL SCALE r • 1' -0" .10 • 1/2" GALVANIZED SMS OR 3/ - m awn POP RIVET (3 18 0.C. r • r • .055 ; r • 2" • 055"- 2" • 3" : 055 . 2" . 4 . 055 - OR " x 5" • .125" AL. ANGLE 11714 SHUTTER SEPARATION FROr. GLASS (SEE SCHEDutE SHEET 5) 0 062" THICK RECESSED SILL • 3105 -H32 OR 6063 -06 ALUM A1107 11/8" BELOW CONCRETE) 1 -1/67 SCALE 3". r- 0 i D 60 ALTERNATE FLOOR MOUNT DETAIL • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT CO 'OL DIVISI.ON BUILDING CODE COMPLIANCE OFFICE A416"E. PTANCE NO • ` �- //9 9 O¢ EXISTING STRUCTURE MIN 3.000 P'SI CONCRETE CONCRETE FASTENER (5 8 0 C ANY SCMEOULEO FASTENER IS ACCEPT U O Z2 N U) r W r U • 0 - O Uo: � a CD. CD It Q W 2 O 74 15 w= Z CC KNEZEVICH PIIOFESSI• / NGINEER FL LI Pc 50 No 10983 19991 07/23/96 L.- _ j �A 4.I: � ; °7 S 1401EO 17C) 77rvq;• 6P cMU• D 014...179 •0 - 99 -81 I • -•ee• 5 or 6 .1 .. . . ANCHOR SCHEDULE . - FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS OESIGN LOADS AND SPANS • I EXISTING STRUCTURE ANCHOR TYPE LOAD (WI MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE - • MIN. 3" EDGE DISTANCE SPANS UP 70 5 -8 -. (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 9' -0 (SEE NOTE 1) SPANS UP TO 13• (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0•' (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP,TO • 13•-1 - (SEE NOTE 1) CONNECTION TYPE 123 4 5 CONNECTION 1 TYPE 2 3 1. 5 CONNECTION TYPE 12 3 615 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION • TYPE 112 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE • B a1111111ZI to E> v1.. - m ITW TAPCON W/ 1 -1 /4 MIN EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 48.0 1 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 L. 12 12 12 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 3 5 9 12 7 3 4 4 11 5 A 3 12 12 12 6 8 12 12 10 L. 6 10 12 9 4 5 4 12 7 3 4 72.0 12 Em c 6 OM 7 '3 4 5 3 4 4 11 ITN 3 12 12 12 5 7 9 12 8 3 5 5. 12 7 3 4 4 12 7 3 5 92.0 11 12 7 3 5 4 11 5 2 3 el 11 5 ' 3 4 11 5 /A 3 12 12 9 4 5 4 12 7 3 4 4 12 7 3. 4 4 121 3 210 0 4 11 5 ' / 3 4 11 5 12 3 4 11 5 3 4 11 5 2.13 6 4 12 7 3 4 4 12 7 3 4 i. 12 7 3 4 4 12 12 l/ 6 �,,,,,, ,,,.,�,�,,,,.,,,, ' *- °" Q ELCO MALE/ 1/4 ELCO FEMALE - PANELMATE - w/ 1 -1 /L MIN EMBEDMENT L 1/t - 20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48:0 12 12 11 5 7 12 12 8 3 5 12 12 7 3 5 5 10 c A g 3 12 12 12 6 8 12 12 9 4 5 12 12 `8 3 5 5 10 62.0 12 12 3 4 6 IBM � 3 4 7 mO 3 -.3 8 � 12 12 10 4 6 12 12 7 '6. 9 1. 72.0 12 12 an y 12 5 � 4 3 11 8. 5 4/ 4 3 9 , � 8 4• 3 ,/ 3 3 8 8 4 % ', d � ' 12 12 8 4. 5 6 3 11 9 9 ,:711 a 3 5 3 1. cu p 3 9 c d 3' 3 - � - 4 c � 4 92.0 9 9 12 6 3 4 210.0 3 4 , 3 8 4 T /, 3 8 1. / 3 -8 4 3 9 4 3 9 4 r / 3 3 9 4 3 3 9 C r 3 * n 1 /4 POWERS CALK w/ 7/8 EMBEDMENT s 1 /t - 20 STAINLESS STEEL MACHINE (MIN. 3.000 P.S.I. CONCRETE) -IN SCREW 48.0 12 •2 9 12 12 12 11 6 11 22 12 10 6 10 10 12 7 4 7 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 12 12 8 62.0 12 12 7 12 12 12 S 9 12 8 4 8 7 12 6 3 6 12 12 12 10 12 12 12 12 7 ii 12 12 1210 12 12 11 5 8 9 9 12 12 10 10 5 7 72.0 12 12 11 6 11 12 12 7 4 7 9 7 4 6 7 12 6 3 6 12 9 12 12 12 12 6 9 92.0 12 12 8 5 8 7 12 6© 6 7 12 - 3 6 7 12 6 3 5 12 12 12 7 10 9 12 10 5 7 9 12 10 5 7 9 12 10 210 0 7 12 - 3 6 7 12 6 3 6 7 12 - 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 7 9 12 10 , 48.0 12 12 5 8 12 12 9 4 5 12 12 : 3 5 5 10 Ian • 3 12 12 12 7 9 12 12 11 4 6 12 12 10 4 5 5 11 6 62.0 1212 X 4 6 1212 � 4 7 11 6ri3 3 9 4 O 3 12127 1212 8 3 5 8 MI 7 3 4 3 10 5/J p 0 1 /4-0 ZAMAC NAIL-W MIN. EMBEDMENT (MIN. 3.000 ) POWERS 1 -1/0 P.S.L CONCRETE) .72.0 12 12 = 3 5 6 11 3 4 10 5 3 3 9 4 4 03121210 4 6 7 7 3 4 5 m 5 1% 3 3 10 5 92.0 9 12 6 3 4 3 9 13 ©9 4 � 3 3 9 4/ 3 10 12 8 3 4 3 5 3 1 10©' 3 3 10 210.0 3 9 4 • 3 3 9 4 3 3 9 c 3 3 9 4 // 3 3 10 5 % 3 3 10 5 : 110 5 3 3 10 HOLLOW CONCRETE BLOCK 48.0 12 12 9 4 5 11 11 6y 3 10 10 5 ( 3 3 A 6 5 S 5 3 Br 3; 12 12 11 4 6 12 12 7 3 1 11 6 3 3 7 4 a U � l l l l } 1 1 1 1 1 1 1 t l l l ll l ll l � t 1 1 . ' 1 1./4 ITW TAPCON W/ 1 -1 /t' MIN. EMBEDMENT 62.0 2 12 6 4 8 4 Fr 8 S 4 © or / � �r ' 4 r �rr 7 4 r // 6 We" 12 12 12 12 3 9 1. 6 5 r i 3 / S: 5 3 . 4 6 6 4 4 72 0 10 10 6 3 3 2.0 6 8 4/ r 2_ 5 + 3 4 / 6 r e 6 6 0O 4 NF 3 r / 5 3 r / / 5 3 r /, S 3- ', /// 6 6/ 6 .4 210 0 S +t " .. •. •» •" ,,,,. * 09® 1 /4 ELCO MALE / FEMALE 'PANELMATE" W/ 1-1/4 MIN. EMBEDMENT 3. 1/4-20 MACHINE '-SCREW WITH NUT 4 8.0 12 12 11 5 7 12 12 9 3 5 12 12 7 3 5 5 10 4 A 3 12 12 12 6 8 12 12 9 4 5 12 12 �mI�I 3 5 10 5 A 3 12 10 4 5 12 12 7 4 - 7 11 F 1 , 1 3 MO 3 62.0 12 12 8 4 5 11 12 5 3 4 7 11 02 3 3 8 4 12 72.0 12 12 7 5 6 11= rI 3 4 gm/ 3 3 8 4 12 12 8 4 5 6 11 5 r 3 3 4 10 5 7` f7 3 3 3 3 9 9 4 . 4 3 3 92 0 2100 9® 3 8 5 4 4 9 r / 3 3 8 8 W I 1/ � % / / 3 3 8 or I / / ��' 8 cr/X /'3 3 8 8 4r r/ 9 3 12 9 5 3 4 3 9 4 3 9 4 4 3 3 9 4 3 3 914 /3 3 9 /. r 3 * 1/4.'"0 POWERS W/ 7 /8 - L 1 /4 ST CALK EMBEDMENT MINE • -IN SCREW 48.0 12 12 9 4 6 12 12 6 3 4 12 12 6 3 4 4 8 / 3 12 12 12 6 8 12 12 10 4 6 12 7 12 � 9 7 4 3 5 4 5 3 11 9 6 4 r • 0 3 62.0 72.0 12 12 12 12 7 3 5 5 3 4 10 5 11 0 5 4' 3 3 6 4 101111 8 6 %r 3 .3 3 7 7 3 Mr/ / 12 12 1211 12 10 5 6 4 5 12 12 8 3 4 7127 311:15 / y 4 3 5 3 1143 5 3 3 3 9 082 92.0 8 10 5 3 3 3 7 3 2 3 7 3r 10 12 7 3 4 210.0 3 / 3 7 / 3 • 3 3 5 3 3 (n P r / 3 3 1112 3 3 9 5 r, ! 1 ; • 5 3 9 9 i 7 3 3 + L 1 2 1 1 4 5 ' 12 8 3 4 1010 7 V 3 3 7 4 11 // ©3 12 12 8 3 4 8 9 6 3 5 8 '5 %r �/ / 4 -I ° 4 62.0 11 11 7 3 4 : S g 4 7 4 u /4-m PowERS ZAMAC NAIL -IN W/ 1 -1 /B- MIN EMBEDMENT 11 7 3 3 4 8 5• i 3 7 4 4 /' . 5 3 r 11 72 0 10 10 6 3 I % • 5 Q ' • I\\1I I � ^ !^ I 1 / 6 *I I -1 I ', .0 37 4 !!! / /// J i ` .I. 4 / 7317.1 4 - r A 43 so 4 - I_ � r r , "T" I u�I u+ .Is 92 0 __ _.- . • FASTENER MAXIMUM SPACING ANCHOR SCHEDULE OESIGN ANO SPANS (INCHES) REQUIRED FOR VARIOUS • MIN. 3/4" EDGE DISTANCE . . LOAD SPANS UP TO SPANS UP TO . SPANS UP TO SPANS UP TO • (W) 5' -8" '8' -0" 9' -0" 13•-1" ST 1C� ANCHOR TYPE MA (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE • TYPE- TYPE -TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 112 3 4 5 OOOM 48.0 12 12 11 7 .121212 8 5 11.12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 51212 4 8 12 12 5 3 7 7`12 6 1 /tO W000 LA W/ I 1 - 3/1. - nIN. THRG EAD 72.0 12 12 7 5 10 12 5 3 7 9 12 4 3 6 7112 4 6 PENETRATION SHEAR PARALLE OR PERP 92 0 12 12 5 3 8 7 12'4 f 6 •7 12 4. 6 7112 4 6 TO W000 GRAIN 210 0 7 12 l/ 6 7 12 4 � 6 7 12 4 /7 7 12 4 • • I, 1 IRn nn. •-1 ANCHOR NOTES: . • • 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 5. . 2. ENTER ANCHOR SCHEDULE•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 wOOL FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON 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' RECOMMENDATIONS_ . • 5. MINIMUM EMBECMENT 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 ADEQUATE w000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4" (MIN.) W000 STUD 3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD 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). U.O.N 9. F DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 '* DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 - 1/2" O.C. 12 FOR BUILD - OUT MOUNT SECTiON°ANCHOR SPACING SHALL NOT EXCEED 5" OC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT gr.l a 2 ,7CJd 0 BY PRODUCT C L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - //2 D¢ ► z z 1' n p U - iL V • 0 N a La tu u o R, 0 5 . U a p m -' • { o w O ' Q w+ W 8 p W �- m z z 5- H n U 00 = x - ttt " l t W 5 • ■ Z Z ° 1U d [I U 3 W 0) 1 4 • <11 t- 0^ Z I Ill .. I ®m"O Q n 1- Qm { 8 i N o - 1 w. (L - il b...•/: 62951=222"2152=9 : EI : . r: v...I. KNEZEvi H i to87 E SIO GWE811 . ti MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Groff Metals of Florida 13140 N.W. -45 Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Slatted Awning Shutter under Chapter 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0623.03 Expires:08 /01/2002 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 Dade County, Florida under the conditions set forth above. Approved: 09 /09/1999 Internet mail address: postmaster @buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offic MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CO\IPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1.10 WEST FLAGLER STREET. SUITE 1603 vIIAa\'l1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Homepage: http : /fwww.buildingcodeonline.com • Groff Metals of Florida. Inc. 5. LABELING ACCEPTANCE No. : APPROVED EXPIRES 08/01/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0916.04, which was issued on September 17, 1998. It approves an aluminum slatted awning type 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 slatted awning type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 97 -212, titled "Hurricane Awning ". prepared by Tilteco Inc., dated August 4, 1997, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 slatted awning type shutter and its components shall be installed in strict compliance with the approved drawings. Each unit 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. 99- 0623.03 SEP 9 9 1999 Helmy A. i'6fakar, P.E.- Product Control Examiner Product Control Division 2 of 3 Groff Metals of Florida, Inc. APPROVED . SEP 0 9 1999 EXPIRES 08/01/2002 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 ei!*h. (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in th:: 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 produc: 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 initial(. 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 automatical!'. be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall 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 ACCEPTANCE No.: 99- 0623.03 Helmy A. 1akar, P.E.- Product Control Examiner Product Control Division 3 of3 L t EoR CASE •r-.1 1300 FOR CASE - U ANGLE BRACKETS (EX1RUSION) (6063 -T5 ALLOY) LONG FOR CASE - r i /4• LONG FOR CASE -Ir RMEDIATE STIFF (SHEET METAL) INSTALLED BETWEDI 3 Fw (SEE MEA REINFORCING INTERIO SKIN (SHEET METAL) /V i O - to CHANNEL (ExTRusoN) 7. TIE DOWN ID C/6 gyp. EACH SID 1 11 I j 1 11 II 1 = = = = c = = = = = = =E = =_ I ! 11 =====x===_ 11 Z= = =c = === == = = = =___ 11 11 ======s============ 11 11 I I 11 H 1 11 1 r 11 I 11 1 1 11 1 1 1 II 1 1 11 W= = =c= = = == = L = = = = == 1) SEE OCTAL I/6 11 II 11 11 I1 11 == R'_ = == = =E = == ___ 11 II 11 II -- ;-- = --- c- ==== IF c= =_ 11 11 II 11 _AIL._ = -J - -L - = =Z-== 11 11 II 11 . 11 II 1 I II II 1 c== w = = =___ = = = = = =r = = == = = FF II II 1 11 11 1 1 c == � = = = =_E_ = == 1 = r==te= =_ 1 1 1 1 It 1 =- TT-- 3 = == C = = = == == L= ="1C = =Fr I I 11 1 1 I I 11 I 1 = =Lt= _____E == = == x= =r= =x = =FC 11 I I I 1 II II I 1 -- tt- _-- -E - -_- i -- r-- == - - 11 11 1 1 II _IL 9.000 __1E_ = = = =_E-- -- =- _ _,T-c = = = = =x = =lo II 11 1 11 11 1 1 = =it = = = = = = E== ===tx = =r = === = 11 11 1 I 11 11 1 1 == #== _== =E= = ==1 ==r==== = =tr I1 11 1 1 IT II EI = =1 = = = == _E = = = == er pc = =r = =x == F ==#= _____E === =Z = =r== == = = & == M= __ =_= E = =====. = =r ===c= =c 11 11 WIXIJW WETTH ®I 8/2 REpuRED) EXTERIOR ELEVATION CASE "I" TOP FLANGE NOTCHED AREA OF DRIVE INLS O R 0. C. C/6 3/4' S. M. S. .0601 SIDE STIFFE (SHET MET TOP FUNGE NOTC►FD AT cUWIED AREA OF SHUTTER. .315 GENERAL NOTES: 1. FURREANE anima INS BEEN DE 1GNED 04 ACCOACNNCE W TH NE BADE comm. 1924 EOmON OF TIE SOUTH 0.0190A DANA CODE. AND NE 1994 BROWAD COUNTY EDTLDN or 111E scum Flom* BUILDING CooE WIND VELDCTT CONSUMED S 110 'A.A./a. ad FACTOR 6 145. COASTAL ZONE WM LDAOS 94A11. BE O EM/ NED FOR EXPOSURE '0 i0R INIENITS 1104 USW ROOF WIGHT OVER 00' ONLY. AIO FOR WORM FOR FOR BULDNGS WM NEAR ROOF HOUR EDIIIL OR LESS THAN 6Q ... . NON COASTAL ZONE MOW 1.11412S SHALL 8E WINDED FOR EXPOSURE 'C. AS WOWED EM ASC< 7 I4RRICAIIE nasal 5 MECIU•CH FOR DIANE AND FATIGUE RESIST/ACE WS RCN vamp U •cooRoANCE 'I1M =TONS 2315 • 7314 RESPWTh.U.Y OF DE AROSE MNDONED cooEs. 2. AU. ALLYNUY EXTRusONS SHALL BE 6083 - 15 NLOV (IMFSS O HEFTRISE NOTED). .3. ALL ALWWM SMILE! METAL TO BE 3105-H14 ALCT. 4. ALL SCREWS 10 BE SUNLESS STEEL 304 OR 316 SERIES. 5. BOLTS TO BE 2024 -T4 ALUIINUY AU.OV. cALvANCE3 OR =ALMS STEEL 11TH 36 kW Nla RRLD PORT. 6. ANCHORS TO M•.L SIMLL BE AS FOLLOWS: (L•4E3s 011ERR6E NOTED) (A) 10 Cosmic PORED CONCRETE: - 1/4- • • 1 1/4- OR 1/4 • a 1 3/4' RAM. ZAJAC WIN (DINE NALS). AS MANUFACTURED BY 1NE RNA PW<. 001PAM.. Pc - 1/e • • 7/5 £1V.. CAX-N ANCHORS AS HMNUFAC URED EN i1E RAML PLJ.0 COapNLT. A1) 1 1/e TANG WW1 ANOI073 SMALL ONLY 6E 9SIM FOR 1NSTNJA170NS IWO COO= CONCRETE wrni � HO SRICCO OR NW Rea USE 1 3/4- ZA K MAUI MANORS FOR CASES WHEN SMCCo .4.2) to DACDME$T INTO STUCCO 9.94. EE PENRNILTE3T f16ED0ED 8170 DE POURED COIHNI.TE. 1/t 6 - 20 SOWS USED SHALL E 1 1/Z tome IF... SHOULD STUCCO DOSE A.3) N CABS Na PRFrAST STCIE. PRECAST CONCRETE PANELS OR PAYERS BE RUC ON TIE EMSTNG R'LL OR RDOR. MOMS 5NLL BE LONG DOWN 10 REMOH U1E NN STBIFLTLRE 06110 SUCH I �ANNORM 514'111 61 1 1/4' MFR FOR ANCHORS M47NOOAED N A mason 1). • 7/Lr CI Ai). (6) 10 COSTING CQORITE ROSE RAIL - 1/4• • a 1 3/4 RAIL. woo NNLN GAME S). A5 IWIUFAC1UfE) BT T E M.WL PLUG COMPANY. INC. - 1/4 • • 7/VY ML CNX -N ANOWPS AS YWNUFICIULLED BY THE NANL PLUG OpYPANF. NOTES: 0.1) MAUI OEM OF RAIL ZAMMC KAMA MANORS NLO ifE CONCBEEE BLOCK UNIT 94 B2) 7/B Mak CALIC - 14 A CIVRS SHALL EE ENTIRELY PeComeo INTO CONCRETE EILOCE IRO. NO E?MBE9EIO 6410 STUCCO SHALL BE MAIMED. 1/4' 0 -70 SOON USED 9N4L BE 1 1/2' LONG EMHIM saw SRI= COST. EL3) N CASE THAT PRE A5T STONE OR PRECISE CONCRETE PANELS 51 atta10 ON DE DOTING mu_ ANCNORS 9941 BE LONG YNOMu4 10 REACH 1XE MAN STRUCTURE EHOO SUCH MI MS ANCHORAGE 94•11. EE 1 1/4- IY, FOR ANCHORS IENTI0MIC IN 6_1). NO 7/p FON ANOMIE MEARIOIIED N E.2)• (C) *AWNS F0LLDWNG ALL OF 1NE RELXO A11;!0411046 AND SAEC CAPONS OF (0) E X10 11000 FRAME BUEDNGS NOT MVO N TINS °NM>16NG SHALL BE DX RED ON A .00 R sou. BE THE RfSP01BBUll OF TH£ CONTRACTOR TO VERIFY 1HE SOWDtoETS OF THE S71aJC11MRE AARE SHUTTER LS TO BE ATTAOED To MIRE PROPER mamma E. THIS SMATTER *44 ECU DESGNED 10 !H•NI OPINED FOR IPA V8LC07ES EON GRUAIER DON 75 molt. EACH SHUTTER FRIYE KIST BE MAMMY LABELED Mt A MMND4IJG NOTE STATNG 1W7 TO SOME 9141TER FOR GREATER 9400 VEE.00TE5. N A CLOSED P091101. RE110oE ERE SUPPORTS. FOLD sums OOMTi. ANO FA51131 ANGLE MOWS AIO TE C0YMt SNAPS TO DDS1I4G 11N.. 9. OWNER 10 LE 11ESPOMSIBIF FOR PRDVC/IG A SUTTA9.E Furrow 0R ETAL0OIT A401 SELmA5 G or OURNG HURRICANE NAMAN495. 10. SHUTTER EVE 5 STAIN E ED EXPOSED SAKI_ PLACED ON THE SURFACE OF SCE SLiFENFR ( CPA LABEL Wu. 81 PLACED MR MR: >fy { VO1S _ WEPT t00 METALS NC C4DE COUNT, PBO1IALT CONTROL APPROVED. .4 .) AP D ACCEPTANCE No. �( 1,2.3 -03 ▪ EXP TION DATE Q 12oo7 - BY PRO CONTROL DIVISION BUILDJNO CODE COUPLANCE OFF!CE AFB: C 'ED ;,S COMPLYING Vrra TF SOUTJ DLO. !DA . ILDIP C COEEE DA ^r M ' NTROL DIVISION SUILD:IIS CODE C, LAS C OFFICE Q1 ACCEPTANCE NO -'f?1! •04' DADE COUNTY T1LUT TESTING G ENGINEERING COMPANY 6.125 N.1. 360% SL. RA 217. WON GROOM R 33106 .NOM • (303)071 . Far : (308)871 -1331 /1itFNC. WALTER A 'ELBE Jr. P. E FLORIDA Lic. # 44167 HURRICANE AWNING GROFF METALS OF FLORIDA, INC 13140 N. W. 45 Avp4UE CPA- LOCkA. FLORIDA 33054 • Lev. 10 No aiew -1. a SCALE 8/4/97 0 .471 97 - 212 DRAWING No SHEET 1 OF 6 • X/6 W IR/T t MASHER T • EA04 ® Trv. M F o p 8 :i TD S6 ctn.", V It t ° d 3 Nit s 7/ L V D A ppE ace, ->: ALEDT • ENE>:r SECTION A -A (OPEN POSITION) WIND VELOCITY EOUAL OR LESS THAN 75 m.p.h. ace 1 nc 1'• L0. = Mg. z.070 TO Aura LOCK MO W/ 1/4' • • 7 LONG mho DOLL (50S / 1' • O. D. x .03S war. 4PE 5061 -T6 ALLOY • EVERY( 1/4' W + ER SECTION B -B (OPEN POSITION) Moo 'a.oc TY EOUAL OR LESS THAN 75 m.p.A. 3/1r r 71 DO.TW /N T WA314D • (y LOCAIICN. EI�Ot TO 4v. ORNE P JLS • IF 0. C. 3/1C 0 it 5/V LC SOUS • DO, SLAT FULL MIDTIL =hoc s,T�ucTURE 90Nc cow 4r1 RED - 2 016VE *AS WINDOW CQST1N0 STRUCTURE POURED CONCRETE REOURED NONE NYLS • 0 • Y/6 / IL ECO INC. \ TAJJT TESTING ! E GINEERING COMPANY COBS V. 3a•. 5,.. •► 211. Ned•A OMcElrs. n. 33166 ptw • (306)611 -1130 . Tr : 006)671 -1131 WALTER A TAUT Jr. P. E. FLORIDA Lk. { 44167 X/6 POLAR C CONCRLTE WOWED --, OWE NMLS - •• 0.G oar= mums mem CO1 coots! 111.004 SECTION B -B (CLOSED POSITION) wimp VELOCtrr GREATER DION 76 ay.L v HURRICANE AWNING GROFF METALS OF FLORIDA, INC. 131.0 N. W. 43 AVENUE OPA -LOCKA . FLORIDA 33054 PRODUCT RENEW D AOCErr'ANCENo.9 -062 TrON DATE A,., � 1.4- 1 2170 By PRO ► • CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE AP'`.C` +EED COMPLYING V.'T? : .,- C!7L•' 7.0 ' ^" E' 1Dit1C CODE • Adi 199 1101311111101 PROW T •:;TOOL D V S:011 BiiLDING CODE COi4PUAi;C OFF! :E ACCEPTANCE NO OS •O DADE COUNTY SCALE 8/4/07 GATE 97 - 212 DRAWING No SHEET OF 6 C/6 •d 0. C. t IK0uRED) Can. BY Cant (11 ammo • 11" 0.C11ea) 4 r /s o 4 874 4 1 873 •3e'o.c.11W. PRODUCT RENEWED ACCEPTANCE No. % -Olon o3 MON DATE t?,S 1- loot- IL ECOI TIUJT TESTING k ENGINEERING COMPANY 6lOS far. Ma. Si. SW. 217. WOW 41006. rt 33161 $s...: (306)671 -1s33 . Fo : MOW/1- ISM WALTER A T1111T Jr. P. E. FLORIDA Lie. 4.'167 PRO ► CONTROL DIVISION ^ - .% O 7 V. fia OUT a T e C/6 HURRICANE AWNING A'14 IM MO BET>liEDI 3 Ik 6 flAT /PIA (SEE SECTIONS) 1 611 /r5. • L1IERf SAT r C000 76/C AIL SHUTTERS AM SEE OETAL 2/6 4: r/6 On. FICH sec) 41 GROFF METALS OF FLORIDA, INC. 13140 IL W. 45 AVENUE OPA- LOCKA, FLORIDA 33054 113011.m. i A74 41 A'/5 r/5 APPROVED AS COMPLYING WTi ir'F FLL S' !LDING CODE 1912 PROD' 'T ROL Dili S.OA BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 - D DADE COUNTY SCALE 5/4/97 DATE 97 -212 ORAMPO No SHEET 3 or 6 or Max. Ty,.) O O O NOTE : SHUTTER FRAMING SHOWN ON THIS SHEET FOR EXTERIOR ELEVATION CASE "If IS REQUIRED WHEN SHUTTER'S WIDTH OR PROJECTION EXCEEDS MAXIMUM ALLOWED DIMENSIONS FOR EXTERIOR ELEVATION CASE .r. SHOWN ON SHEET 1 OF 6. O •3tr0. 0.Max. O I I I I 11 11 11 11 11 11 I 1 11 it :== c==== ==m =x 1 - -z-- =-- mp-- =-- r-- =- a ==x- c z ra c r 7 = c== z = =7== - -s- -7 - - =- c-7 -_ I I II 11 II 11 11 II 11 I I II 11 11 11 II 11 II 11 = _= = = =_ =_= 1 �== = = = =z == ==_===== z= li =_ = = == =z = = =c = == = =7 ==x = = = == = =r = =7= = == &= ===c I I 11 11 11 11 II II II T 1 === = == =s== S r== === *== C= =r = = z= == "== r== z= •11� = = =C -- C = =7 R =- -.at—zr-- 4== r== 3=- z= ..�C = = =3 =c I II II R 11 11 11 1 1 11 11 II 11 II 11 II 21=======================c = ==== = == z == =__ == c== z= 3 r=== c- -z------ C--r- -3--- --,+r ^ =7 = = =c 11 II 11 11 11 11 II 11 II 11 j 1 11 n 11 4 c = - z s =r = =z = = : == c== z = =z = ==a= = =c- r- 4=b == =c = =c = =a "c = = x = =2 - - -- z ===-- z- 1 = -=- -=c I I -- - - 11 11 11 II II II II II _ - x = =c = = z =117= ==c = =r==7 a= == = =z = = = == 1 tt• = = 1 11 II _ _ _ 7=== c== z=== �1= x== === z== �1===c= =r= =z= =tt� -- tl � -- z 7 = = : -- 7 = = I I 11 11 11 11 11 11 11 11 11 11 11 I I I I 11 2J= = =c== x ==3 == z== z=== C== C== r== z= b== 7t c== z ======== =r==7_t= x== x= =s__"1 r = == = =l= t 1 11 iC =7= ==c 1 11 11 11 11 11 II 1 1 - --- x-- = m-s- - z - - z- - -- _= _ ___ __ _n7 ===c==r —_ 7 r =C- 1 1 11 It 11 11 It It 11 It 11 11 11 11 11 --- c-- x-- xm- s-- s--z-- RF== c== r== z= m? = =====c=- z_m7--- c--c-- 7RR =c_ -z- x RF r 3 'ac Rpc 7 - - - c - 1 I 11 I I 11 11 11 11 11 1 1 11 11 11 11 II 11 11 S == x = =z ==xd1 =====r= =z == = =c==r = =z= == == =c= =z = = 7===c==c==7 = x = =z= = = �t = t = = = ^' =7= = = == 1 I 1 11 • II II II 11 I I =====z-11-x========+======== 1 = z= 4 === = = =c ==z= a ===c ==r = =7 - rS = =z==2 == - =z==3 == == "IT` =7 = = = 1 I II 11 11 11 11 II II 1 1 I L 1__c_- r__=_g__3 L _ = _c__r 4 == c - -x =- 346= C=-z:__ x __4p•=- _r- _=_$� _7= C__2 -_2 -_ _r__3__ Y__7___C_ 11__ • -- - 111 - = I ml c- =z-- 7 z= =z= =* = =c= =r = = =- nS = == = = =c - =z 44 = =c = =c = = I =c= =z = == == I =r = = =: =- TTF= 7 = = =c= == = =x = =x4S == z ==z == " = =c = =z = =z= Pf = == = = =c= =z= = ==c = =c = = c== == 1 =======x= 1 = 7 = = =c= II1 11 1 III 111 1 _ - -_- _ I44.000 l4402KAI • 3r 0. C. 1461. O EXTERIOR ELEVATION CASE "II" MN( ma a.6 0 11 It" 11 11 - 11 0 11 II II II 11 11 II 11 11 11 II 11 11 11 II II --= c-_= =41.=.m.=-= C__C__ _x_JG== c-- {1-= 2= -7C.== c =w1-_ ==IC = P.T= p.C==L__ __c__Z- _L_'3.3= 11 11 11 11 11 11 I I 11 11 11 II 11 11 II = = =L = == = =r_xc_ t= 7Y c_ z= _ W== s= =c = '1s_ T == = ==2.12 =z = =c_ s== = =c_ z==7. =i == 11 11 11 II 11 11 11 === c== c= axcc = =c= fi x__= c__c__xT c z c s z - 11 11 11 11 11 11 11 II II 11 11 II 11 • 11 = i= == == =a = =awc=c== s == = = == =c = ==-- - RP=- x== c== == lix= :.c = === =ate= +c== = = =s == == === a== = = �pc =a = ==c I 11 11 11 11 11 11 II I I 11 11 11 11 11 11 11 I �.__ r _cz= z4 = r_ =ac_ z=-- iF_= t_s - cr mar - r - ==. = -iLr i Z- 0=za_s_ z- AI-- - .,.ac_ z_ -a --46.--- z_ 11 11 11 11 11 I i i 11 11 11 11 11 11 11 1 11 _ 1 _ _X__c__Z�_T __c__t__1= __c__c_ _ 11 11 11 11 11 11 11 II 11 II 11 11 11 II - z_4 : ===c=_=== =fix= =c== z == *== =z = = == __ 11 11 11 11 11 11 II It == =31x = = = = = = = =DR.F= c ==a = =a == = == = =a = =x: == =z 11 I I 11 11 11 II 11 11 z Lr_.s .mac. z-3J- r - -z - v --if- z a :c 11 11 11 11 II II 11 11 1 1 II II 11 11 1 1 11 11 11 11 1 1 _z_m='=-- c- -r__ c-- 31 - -7 _= = =z === = =s = FF z = =z == x = F 11 11 11 11 1 1 11 11 I I 11 1 1 =m=i1m===c==c==mMC=c========ME=============m=====e 11 11 11 11 I I 11 11 11 11 1 1 =z= �1== c== r ==7- IL =C == z = == = ='Rt r - _= - _x Wiz_ x - _S__ I I 11 11 11 1 I II 11 II II 1 = z===== =c= =r = =3 = = =c = =z= =3 == == == z = =x = == cis= =x = == = =F N 11 II 11 1 1 11 11 II 11 I 1 = z=41= == =c = =z= = =-- z - - - -- z- -s-- s= �r z - - 1 11 11 11 II 1 1 2 = 1 . 1 7 = =c == r =_3�t..- C_ -2 -_ 7 ___ I F__z __x__ x r__x__S__ 11 11 11 11 1 1 11 11 11 11 1 1 z= 3t== == c== z= ===- -c-- s-- 3-- =c-- z - = - -x r-z- -=--c 11 II It 11 1 1 11 11 11 11 1 1 = z= = = =c= =r ==34 __:__7__4__.__2__..1.__x__ =C_ -IF 11 11 11 1 1 z - -7F C = 3 mF : - 7 -' t 11 11 11 11 11 II 1 1 z- -mmc -c- x 7 Mt x --x ==s z c 11 II 11 1 I 11' 11 11 1 1 == c == r = =3 - c-- x-- 7-- *-- z - xis z - =c - - � I I LL 11 11 11 - _c__z__= mo_c__2__3__mv__2__=__7= __z__ =C_g = =c= =z = = =- 11=c = = =_ =3 == --z-- x- -x- LL--z --x- 1 .R == c== z= =3dN=c == x == 7 = =dk= =z==a = ==c rAk == z== x =±+L 111 111 111 111 1 h ==c===== =pp C 5 7 492 r 1.10004 =A1TAC/ S ro LL S 1 uta 7/13* • 0. 0.: 063 Nom. PIPE 11051 -re ALLOY • EY£RY( ) T • 1. 0. : 6/8» _ .o7Cf HOCK Awn. LOOK RING w/ 1/4" 1 LONG 1141NO BOLT (6067 -Ta s 6 • WTER�gR STIFFENER Y /1; +/4' •-20 114RU ROL x/ NIT & 114511134 a = 3/ S. Y. S. vim • EE,1r 1 L0N0.111S OQICMED OPL KRTICALLY 7,Y • 0. D. _ .ass NM,. PIP 6061-r6 ALLOr • 36* O 0. Mon. Z T . L O. it 6/+f x .07C THICK Alum LOCK RING N/ 1/4 .: 7 LONG MN0 BOLT (6063 -Ts 7 3 /1C :ram ear W/ NW • 111 R • Lt3C:tl+OK f•0.0.=J'L3» Nam PPE 6061 -11 ALLOY • 3f 0. 0. Mac X • EAC4 ®1yp. oats "a`".'w • 0. a s Ma ou s a =3 /j S. M. s.• LVEIertD tYERy 3 LOcA7 N SECTION A' —A' (OPEN POSITION) woo of .0C,llY EOIJAL OR LE55 IMAN 75 m.p.h. N /4 10=3/�SS. s. S. LA 10. 0°6 1°4341344 AT Rfit� x/ :J / t C S S 5A 0 I again 4 T8 ( ( tv ban rosiiritt SECTION B' —B' (OPEN POSITION) WIND VE1OCJTY EOUAL OR LESS THAN 75 m.p.h. 40' Sw� 1/4 flRU BOLT V/ Ntlf t 1NVER 1/4* T►RU 60LT w/ Nur * * 3PER 1 /7/ U ie :tirL • • m : r TO D . 1 /(• :DMK was •Ir0.c. vie• =w!r 60LT5 • SLOT FULL xo1N. OWING STRUCTURE POURED CptCRETE OR CONCRETE aLt>C1C REOURID 2 COME NAILS !POURED REOURED 1/4" • DRNE �w 2 O1tAE NAaS 0 § • Pott = CONCRETE � . DRIVE • 6• O. C cosmic SIRUCRIRE POURED CONCRETE OR CONCRETE saac REQUIRED SECTION B' —B' (CLOSED POSITION) 1Y00 VELOCITY GREATER TWN 73 m.p.A. 1 4 • r Tel R111L CALX -N A •11 0. C. (a wet 0 PRODUCT RENEWED ACCEPTANCE No. qI - 0 t72.3 03 EXPMATION DATE BY 140 '1911 RO OL DIVISION BUILDING CODE COMPLIANCE OFFICE APF.ROVIO AS CCMPL` ING WITH 11 Sa. ■ B'r PRO31.1 I T(OI CiV:S :ON BUILDING CODE CCMPLAANCE OF; ;CE ACCEPTANCE NO. Q t1o,1L•Ol_. DADE COUNTY / TIL LIT TESTING ! ENGINEERING COMPANY 6516 N.V. 3N1. 6L. A 217. MRfNM CxAOdi fl 331• (3m)Qt1 -1370 . ra : (305)571 - 1371 WALTER 4. TfLUr Jr. P. E PLDRIDA Lk. t 44167 HURRICANE AWNING GROFF METALS OF FLORIDA, INC 131.0 N. It 45 AVFNCIE OPA LDCICA. FLORIDA 33054 v. • 1 NIS ay. SCALE •/4/97 DATE 97 — 212 DRAWING No MEET 4 or 6 0 0 0 0 481144, �Jr 3- ®• CURVED AREA D 3- 1 3/18: • J ° :.3» LOCATION s. • EVERY (3) rr 1 ► a. 1 ► / ► IA - • Ti 1 0 1 0' 16. T6 1 e 33 au Si' s. sow T/C • 0. D. x .ass r , PPE �6 guar • EVERr f• Lass /s s .070 CX '11• .Lm. LOOT ROC wf ye • x 7 Laic .1“C BOLT • (6063 -T8 At10Y} 7 • 1• • 0. D. z .05S' Ahsx. PE 6 081 -78 ALLOY • EVERY IJ 0 5 r LONG fl•S LOCATION ONLY ORIENTED VERTICIUX 7/8' • 0. 0.z .05S Mow. PPE 8081 -T8 ALLOY • 3r 0. C Vas r•LO.s x .070' TICK Nom LOCK LONG IVING B OL 1 T ( 6063 - TTe 04107411" 7 1••0. I7.x.055Au,.PIPE °081 -18 ALLOY • 38 0. C. li1Q. WOOD NIVEA eV. wewzlr HURRICANE AWNING 13140 N. W. 45 AVENUE OPA- LOCKA,. FLORIDA 33054 M7f arc a. • GROFF METALS OF FLORIDA, INC SPITE 8/ DATE 97 — 212 DRAWING No K •-20 TI•lu eCL / NUR 4s MASHER .S0 • EACH pTrp. SECTION A' -A' (OPEN POSITION) WIND VELOCITY ECUAL OR LES DWI 75 m.p.h. 7000cr ! PUS S • 3.7 0. C. © �` AT MT ARfJ` 0 0 w // l z3 / ®s.w.s. 10 Mn ist Lj TD E1.(J3 TNRU MTEY/R ST1PTp�FSI 117"111 Ar► "11—*"1°1C/I1W 3/1 3• • : T TNRu DOLT Y/ N t si4sH R • LDCATI0w. 3.o0tr j / s .i r WASHER V/ / 10 z3 /4 S. Il S. TO G SECTION B' -B' (OPEN POSITION) WINO VELOCITY EOWL OR LESS Tim 75 m.p.h. r// 7/ l'-? 1/4 TNRU 8OLL' W/ NUT & WASHER (2) 1/4' 4 x 3• LAG SCREWS • EACH STUD M40. W/ 7' +sr. MORMON KM DOSING STUD. I/4 TNRU 801.7 1✓/ NUT * zwv1E• ye • r 4. tAC SCREWS al/ T 1•n PENETRATION. DOSRNC NNDO• UV F�1 s. y s. • lI..DD TO 1). 1/C • z 3' LAO SCREWS 1►/ ix:gi NA. PENETRATION TO WOOD STUD • II' aC. 3/t6' • z 5/8• LONG BOLTS • Fail SZAT FULL MDTN. WOOD STUD REQUIRED 1/4 • z 3' LAC scams w/ 1 1/2' bin. PLIETRAf ON 70 Dt6TINC IMOD SKID • 6' a G M/4 #10 s3/4' S. M. &ID EACH Lac BRASS r Qt19lMC IN/ 1/4' • z 2' S. S. 3. IL " 12' 0. (+� ) Cant. Y/8 SECTION B' -B' (CLOSED POSITION) WIND c.oarr GREATER THAN 75 m.p.h. / IL ECOINc.\ TTLLR TESTING ! ENGINEERING OOYrAifY N.M. 31111.>. VA 217. WON. c1I1pD4 rt 33166 hw (]123)•71 -1330 fe : (30 )•71 - 1531 WALTER A. TU.ur Jr. P. E: FLORIDA Lic. ; 44167 EXISTING WINDOW g z g Fs s 1 ••�. i'J f L jJV!? .1. :!' S3." : :'�;, jt�„ CODE to Fi1QO41 T �:�i:cL': QiVIS.O i - BUILDING CODE COt*:".:A,:;,E QF =:c ACCEPTANCE ;;Q. 1/4 • x LAC SCREWS w/ 1 1/7' Mtn. PENETRATION TD COSTING *000 SIG • 8' a C. PRODUCT RENEWED ACCEPTANCE No. —0 6.3 • EXPIRATION DATE By F .1( . .. PRO • CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE DADE COUNTY SIasT 3 or 6 MAXIMUM DESIGN LOAD w (p.L f) NAXiMUY SHUTTER UNDO/40HS — APPLICABLE ELEVATION CASE M D SUPPORTING COPmnlONS 111WMUJ REQUIRED SEPARATION 1T) GLASS J Max WIDTH - 4r I (SHEET 1 OF Q) • —k ♦30.0. -67.0 SHUTTER P6TALLE0 ONLY NONE REQUIRED Yos. ECTION - 38S PTTO E S w -- Max WIDTH - 144' I (SHEET 3 OF 6) SINUTTER +50.0. -55.5 INSTALLED INT0 C. B. S. NONE REQUIRED Max. PROJECT/ON - 70- OR WOOD FRAME BLDG. TILJJT TCSTINO * 0101NCIERN10 COMPANY 6315 NAL 3411. SL. >i 217. VII IA 0•00. FL 33114 pram (3Q$71 -13.10 . rt : p013)671 -t331 WALTER A. TIUJT Jr. P. E FLORIDA Lic. 4 44167 GROFF METALS OF FLORIDA, INC HURRICANE AWNING 8/4/97 97 -212 DRAWING No DETAIL 2 (VALID FOR / e >< ;/e S. M. S. • r O. C PLARLIN) SECTION Y —Y 3/1 r • x 1 1/? LONC 1)VU BOLT W/ NUT • PURLIN LOCATION. a4d ■ er-r eExr PLAYC •+riLE 3/1 r e BOLT • r 0 0. 0. ■ AIJAINW 3 /1C•:? 1OOC THRU BOLT W/ NUT • !A. PUMA L0C471011 MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN SCHEDULE Count (FLAT AEA O►l1) 0-47_9" & 1) CONCRETE RITE BLOCK CAUL -N ANCHOR C • 11•RV DOLT SECTION X —X 71r• ■sir Laic BRAS 01/94 VC V/ 1 /e• :r S. S. seas (2) 3/16 • MO/ SOLT 3 /1r • • 1 t LONG 'mu BOLT W/ NUr • r s r ■ FUME FROM) DETAIL 2' ff AS PRODUCT RENE CASE II (Xf.Y) SOLI IC? • • �' NS C ^DE J uI.1 h.",T • •, 1 ACCEPTANCENa /9 .o 3 sr //� 7�� L EXPIRATION DATE Au ST 1-2. PSOCUt •: .TROL DIV:S.O / BUILD!NC CODE COn1PLIANCE OFF;C: PRODUCT • OL DIVISION Na t 09 l lQ • 0 BUILDING CODE COMPLIANCE OFFICE DADE COUNTY 0 -CU `--) CoovD. \< V\--\ 2. \ `a,.-. S((2-3