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WS-12-743Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172789 Permit Number: WS -4 -12 -743 Scheduled Inspection Date: May 09, 2012 Inspector: Bruhn, Norman Owner: MICHEAL, MAVIS Job Address: 113 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: COASTAL EXTERIOR AND DESIGN INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1121360090180 Phone: (386)462 -3493 Building Department Comments INSTALLATION OF 7 OPENINGS ACCORDION SHUTTERS PassV0139-kz Failed Inspector Comments aL Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 08, 2012 For Inspections please call: (305)762 -4949 Page 15 of 25 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B I DING PERMIT APPLICATION FBC 20 Cl© ET la 41.0,)2- !' BYe--- - - - - -- Permit No. 1-14b Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 1111`41 F(r �a� Phone#: Address: (Z TJ• E /o & City: /i' r Alt( rl State: Zip: gr3 / ( , Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: ? , £' 1 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: sr1A-1-• �> -1236R t j C- l3 TA/C. Address: 7966 d ia City: RM-0104- NO Flood Zone: e L>� Phone 36' Zip: 304 /5 Qualifier Name: TON C1/ CP. State Certification or Registration #: 3 $'�v� Email Address: Riiinsi51.1 Kd Vivicso ' CZ) Phone#: State: !� 4 //�� ,l Phone#: l�� C 37 83 Certificate of Competency #: Contact Phone# DESIGNER: Architect/Engineer: Value of Work for thi$ Permit: $ '43 f Square/Linear Footage of Work: Type of Descrip era 417410eP stole! t-04 3i. W1 yogi! emolition t'aF��.S53\ Submittal Fee $ Permit Fee $ 1-7 /d " CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $-� 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature `Y l(Tt°U C/A Owner or Agent Contr or The foregoing instrument was acknowledged before me this ? The foregoing instrument was acknowledged before me this 0 day of f 'p ! ,20/1 , by II ,e.J' s v'e I e f , day of Ar' i f , 20/z by %79'a4. lei . w JJ, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex NOTARY PUBLIC: * * * * * * * * **********b * ********* ********$************************************** ** *** *** ********** *** ** ** ****** i����l APPROVED BY 4/e9—./■ Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOP PERMIT NO. TAX FOLIO NO. 111111111111111111111111111111111111111111111 CFN 2012RO311687 OR Bk 28095 F's 11004 (1Ps) RECORDED 05/02/2012 12:18:17 HARVEY R:UVIHr CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA, QTY Of D DE STATE OF FLORIDA I HEREBY CERTIFY thtt Otis is e kw el' of II* COUNTY OF MIAMI -DADE origilat4 a 4 tai j�"j A D 200 (�-- WITNESS ay I d and Or. SSeef HARVEY RU if, CLERK a" j.a .' Comfy (mss By ..I- D.G. THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, 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:k /i3 v& 11) J , ttorkl ieS , a3 /6/ 2. General description of improvement' lh -.k 1 q (, ,;; d �,�• , ji,; 3. Owner(s) name and address: ;r'((AviS A-B 1e -14c [ 11 ichej 113 #dE to ; -JI 14 iorA 5kci e5 PL 3 3i 6/ . Interest in property: Name and address of fee simple titleholder (if other than owner): 4. Contractor's name, address, and phone number i! •5',:21 E>r4evibt r i . 1 ,l114! /77 /9,)e . A Lc hdc■ 326/ 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name, address, and phone number. 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(I)(a)7„ Florida Statutes: Name, address, and phone number 8. In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), Florida Statutes: Name, address, and phone number 9. Expiration date of the Notice of Commencement (the expiration date is I year from the date of recording unless a different date is specified): WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIO.. IF YOU INTEND O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO - • MMEN O R RECORDING YOUR NOTICE OF COMMENCEMENT. Si_ . re of Ownefor Owner's A orized Officer /Director /Partner /Manager Signatory's Title/Office 33012 . gi-tfLC l' ll4iA.4 Print Name ,t The foregoing instrument was acknowledged before me this ./6- day day of , 20 ✓2 , by as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification Type of Identification Produced rte, Public — State of Florida VERIFICATION PURSUANT TO SECTIO 92.525. FLORIDA STATUTES. Under pe . of perj Print, Type, or S Commissioned of Notary Publ have read the foregoing and that the facts stated in it ar Sig re of Natural Person Sign' ' Above Turn Over for Instructions ' ,.' CERTIFICATE OF LIABILITY INSURANCE yn 4/24/2012 TIES CaERUFICATE 18 A MA OF DEFORMATION ONLY AND CO 1X8 #IFON THE CATS R. THIS CERTIFICATE DOES NOT AFFERNATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTS OE BY POLICIES BELOW. TIES CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN$URER(84, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOWER- D ORTANT: N the cardlicato holder Is an ADDm0NAL INSiuRED. the (Ies) must he endorsed. N SUBROGATION I8 WAIVED, subject to the terns and conditions of t s policy, cadain sondes may require an endorsement. A shrtemera on this certificate doss not ceder rights to the corncob ttatder Inlay of nth ae swot Scarborough Insurance 2811 of 41st Street Suite A -1 OISUBERM 32606 tM RA autbesn Otroers I�nsuraaefe Co. otmsoBridaefield Employers Ins Comp Coastal Exterior and Design, Inc. 7,7960 NW 177 Avenue 352) 377 -20I3 a . COm Gainesville ENSURED 10190 9178 IS TO CERTIFY THAT HAVE TO THE INSURED FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT YI1TH RESPECT TO WHICH THIS CfRTfRCATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN t8 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UNITS SHOWN MAY HAVE BEEN REDUCED EIY PAID CARES. MW eV fMy ) f r RSG ALItArA, URY COURICPAGO 1,000,00., 5,000 1,000,00 1,000,00 1,000,000 1.000,000 1 000 !0; SHOIRD ANY OF THE BE BEFORE THE EXPIRATION DOE 4MU, IN ACXXIEWANCE TIM NURIORWIRta WATIIe Arran mamma anti tars^ ass CMS -b .- .u..s�+ ...yesauv...•/ !0 ACRD CORPORATION AU resorted. marina Atxsttn BROWARC COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, Ft. 33301 -1 • ' 5 - 954- 831 -4000 YALE OCTOBER 1 2011 THROUGH SEPTEMBER 30, 2012 Business 9!n@: COASTAL EXTERIOR Owns Nave: mow WILLW4 DICK Baste Lncstion: 17960. NW 177 AVE OUT OF STATE Bus(ne98 Phone: Rooms DESIGN INC Receipt #:280-2284 Business Type; C NTRACT uSineSS Opened:02 /01/1996 ateiCountyICOIVRep:CRC 0 2 8 4 8 3 Exemption Code:NONEX.EMPT For Vending { Tax Amount Y Cotissxion Cast Total Paid 27.00 0. i6 0.00 0.00 0.00 0.00 27.00 FEcTEV la APR? BY: .. `.1 1 S'Y VG) :0( 3 37 / if y // 6'3 s /if 63 tz. 1/2 SZ 1 )itzec: F&•(,..4 Pi( faoA Io io4 1 - . Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ofiri Of_ SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COL 1NTY RULES AND REDIRATIONS 6) IFCMgV/riD llt APR 1 7 2 J 612 AL 0"Q CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WILSTEMC: WjNALQAPIS, firCI 9-5(0) MOP _ASICE140.M129111.EPTILQN (Based on data supplied by client) H471- cii.t zoj-whiv .)-10-rreft:a 2. Project Name - cri C, LA L 3. Project Address 4. County 5. Building Height 6. Building Dimensions : Length — PT. Width — FT. 7. Building Roof Slope : 0 Flat (it-Slope ( See Figure 1 below) li. Risk Category ; 0 1 4:44f 0 111 & IV Risk cakrny 1° applies for non essential buildings. e.g. storage facilities vie. Risk category 11' applies far all commercial and residential buildings, e.g, homes, oppt, offices eic Risk categoly Ill & 1r applies or aysential buildings. e.g. schools, hospitals, police Aitions„ fire statiom etc vti 11045 CITT ° tt.i0kg- 3 sr .ti STATE ZIP 9. Attach floor plan with shutter/ window, sizes and types. (Note: If MaXillittni load used tot all openings. floor plan is not required) L2° .211402 !hoot kepresentaifve Pmyy Figure 1: Hat roof Sloped roof APR I 1 2012 iAVAD AHMAD, P.E. - IA, r; 741592-- 0 C.A,N. V353 1235SW 87'''Awntie I Miami, Ft 33174 j T 305.264,8100 r:305,262,697E AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :ALL PROTECTION SHUTTERS PROJECT :MAVIS 0 & ANNETTE L. MICHEAL WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V RISK CATEGORY FCT. I EXPOSURE CATEGORY MEAN ROOF ELEVATION H TRIBUTARY LOAD AREA A Kh = 0.85 Kd = 0.85 Kzt= 1.0 : 175 MPH : 2 (Table 1.5 -1, p2) : C ( Sct. 26.7.3, p251) : 15 FT. : 10 FT""2 04 -09 -2012 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"2 = 56.64 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 ZONE 4 = + 40.1 PSF - 43.5 PSF ZONE 5 = + 40.1 PSF - 53.7 PSF (AS PER FBC 1609.1.5) APR 1 1 2012 t r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) All Protection Shutter, Inc. 866 W 45th Place Hialeah, FL 33012 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by . the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT- 100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 08 -194, titled " HT -100 Accordion Shutter ", sheets 1 through 12 of 12, prepared by EngCo, Inc., dated July 09, 2008, signed and sealed by Pedro De Figueiredo, A.E., on October 06, 2008 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed Eby Helmy A. Makar,�P.E .,, M.S. )f/1 /9. 1'4 ' . %- .. - NOA No. 08- 1014.04 Expiration Date: 11/24/2013 Approval Date: 11/24/2008 Page 1 11 /z 4 /.-o0 8 All Protection Shutter, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -194, titled " HT -100 Accordion Shutter ", sheets 1 through 12 of 12, prepared by EngCo, Inc., dated July 09, 2008, signed and sealed by Pedro De Figueiredo, P.E., on October 06, 2008. B. TESTS 1. See Association's generic approval under 08 -1006. C. CALCULATIONS 1. See Association's generic approval under 08 -1006. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 08 -1006. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated October 07, 2008, certifying this product to meet the criteria of product tested and approved, and allowing All Protection Shutter, Inc. to use the test results approved under Miami - Dade County Approval No. 08 -1006, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by All Protection Shutter, Inc., dated October 01, 2008, signed by Mr. Oscar Pupo. 3. Letter by EngCo Inc., dated October 04, 2008, certifying that the drawing (No. 08 -194) prepared for All Protection Shutter, Inc., signed and sealed by Mr. Pedro De Figueiredo, P.E., is engineering wise identical to Hi- Tech's generic drawing. 4. Acceptance letter issued to Mr. Oscar Pupo on November 22, 2008 and returned signed by Mr. Oscar Pupo on November 24, 2008, indicating to please issue the. proposed Notice of Acceptance as submitted and reviewed. E -1 ti /Vvip elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1014.04 Expiration Date: 11/24/2013 Approval Date: 11/24/2008 INDICES, SHEET 1 -INDICES, GENERAL NOTES, TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE 1 AND GLASS SEPARATION TABLE 2 SHEET 2 - SHUTTER COMPONENTS SHEET 3 - SHUTTER COMPONENTS, BLADE ASSEMBLY, ANCHOR SCHEDULE SHEET 4 - HORIZONTAL LOCK SECTIONS LOCK SHEET 5 - VERTICAL SECTIONS A, A1, D, D1 SHEET 6 - VERTICAL SECTIONS B, B1, 82, B3 SHEET 7 - VERTICAL SECTIONS C, C1, E, El SHEET 8 - VERTICAL SECTIONS F, H, G SHEET 9 - VERTICAL SECTIONS L, L1 SHEET 10- VERTICAL SECTIONS I, R SHEET 11- HORIZONTAL SECTIONS J, J1, K, K1 SHEET 12- SPAN TUBE OPTION GENERAL NOTES 1- DEFINITION+ THIS PRODUCT IS AN ACCORDION TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN OPENING, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 8 SMALL MISSILES) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE, THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE UNDER TAS 201, 202 AND 203. 3- POSTING, AT LEAST ONE PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING, 'ALL PROTECTION SHUTTER INC. MIAMI - FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' 4- LOADS, THE DESIGNED LOAD (BASED ON ASCE 7) MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL, ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERS, ASSEMBLY SCREWS. AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS, INSTALLATION AND LOADS AS PER THIS APPROVAL, 7- USE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING, 7.1- THE STABILITY OF THE STRUCTURE WHERE T1IE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE, 7. 2- THE SITE SPECIFIC PROJECT CRITERIA SUCH AS BUT NOT LIMITED TO WINIILOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. •8- WIND LOAD CALCULATION MUST BE IN COMPLIANCE WITH THE CURRENT ASCE 7 STANDARD. A DIRECTIONALITY FACTOR K(1=.85 SHALL BE USED. TABLE 1 MAXIMUM ALLOWABLE SHUTTER SPAN SCHEDULE CASES PD 2 3 4 30.0 157 148 157 151 38. 0 157 132 157 40. 0 155 128 149 134 131 48. 0 148 117 124 120 52. 0 56. 0 61.5 145 143 139 112 108 103 115 108 103 115 111 106 63. 3 138 102 102 104 66.8 131 99 99 101 67. 5 129 99 99 101 71. 2 123 96 96 98 75. 0 116 92 92 96 81. 4 107 84 84 88 86.8 101 79 79 82 91.4 96 75 75 78 100. 0 87 69 69 72 110. 0 79 62 62 65 120.0 73 57 57 60 130.0 67 53 53 55 140. 0 62 49 49 1,50. 0 160. 0 58 46 46 51 48' 54 43 43 45 170.0 51 40 40 42 TABLE I NOTES 1- CASE 1- ACCORDION SHUTTER SPAN CINCHES) SCHEDULE FOR ALL CONDITIONS EXCEPT C, E AND F MUNTS 2- CASE P- ACCORDION SHUTTER SPIN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE F OR TYPE C WITH SINGLE ANGLE <MAX. 3 -3/4' BUILT -WT) 3- CASE 3- ACCORDION MUTTER SPAN CINCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE C WITF1 DOUBLE 1/8' ANGLES W SINGLE 1/4' ANGLE,(MAX 3 -3/4' BUILT -OUT). 4- CASE 4- ACCORDION SHUTTER SPAN (1021425) SCHEDULE FOR MOUNTING CONDITIONS TYPE E.(MAO.' 9 -3/16' BUILT -OUT) 5- PD- DESIGN WIND LOAD <PSF) 6- FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS TYPICAL ELEVATION (A, D. C, C 1. D. E. E 1, F, I, L LOCK A A , B, 81, 02, 83, C 61, D, DI, ,/ E. E,F, G. Ll.R SHUTTER WIDTH (SW)^ NO LIMITATION TABLE2 MINIMUM SHUTTER SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGNED LOAD (PSF) ACTUAL SPAN (INCHES) INSTALLATION LESS THAN OR EQUAL TO 30' ABOVE GRADE INSTALLATION GREATER THAN 30' ABOVE GRADE 84 2 -7/8' 1 -5/8' 30 96 2 -7/8' 1 -5/8' 132 3' 2 -1/8' 157 3 -3/4' 2 -3/4' 84 2 -7/8' 1 -5/8' 40 96 2 -7/8' 1 -5/8' 132 3' 2-1/4' 155 3 -3/4' 3' 84 2 -7/8' 1-5/8' 50 96 2 -7/8' 1 -3/4' 132 3' 2 -1/2' 146 3 -3/4' 3 84 2 -7/8' 1 -5/8' 60 96 2 -7/8' 1 -3/4' 132 3' 2 -3/4' 140 3 -3/4' 3' 1 -5/8' 70 1 -7/8' 11 3' 2 -1/4' 124 3' 2 -5/8' 84 2 -7/8' 1-3/4' 80 96 2 -7/8' - 1 -7/0' 132 3 -1/8' 3 -1/8' 84 2 -1/8' 1 -3/4' 90 96 2 -7/8' 2' 84 2 -7/8' 1 -3/4' 100 96 2 -7/8' 2' TABLE 2 NOTE, I- ENTER ON TABLE 2 THE POSITIVE DESIGN WIND LOAD AND THE ACTUAL SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. MANUFACTURER: All Protection Shutter Inc. 668 W 45 PLACE HIALEAH.FLORIDA33012 TEL.: (305) 370.8305 FAX.: (305) 219.88.10 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: iEug(ala , ztc. CA 8118 6971W. Sunrise Bivd.104 Plantation, F1.33313 ENGCO@AOLGOM OCT 0 6 2888 En0hmor Seal Pedro De Flguelredo. PE 62889 PNORII DRAFTING' TING8,MORE Dale: 07/09/08 Scale: NA Design by: PPMF Drawing Number . 08 -194 Sheet 1 of 12 1. 840-- 076 .055 600 1- HEADER -CLG MOUNTED I-, 50 I 02 7- FLAT END SLAT 2- HEADER -WALL MOUNTED m I-1. 497- 5- ADJ. SILL -BUT 8- TYPICAL SLATS 3. 993 . 56 8A- ADAPTER SLAT SHUTTER COMPONENTS 2A- BUILD -OUT WALL HEADER 1-1. 533— - r. Tr° . 055 0 -1. 250-1 3. 283 ' 5A- ALTERNATIVE ADJ. SILL-BAT j>l •f o at in 11A- ANGLES iz063 -T6 0--I 1.391 —I 1.891 9- CENTER MATE 1 3. 000 55 - 724 6- RECESS TRACK 10- CENTER MATE 2 24' OPTIONAL HANDLE —1. 840-1 16- WALKOVER SILL TRACK 9A- CENTER MATE 1 10A- CENTER MATE 2 MANUFACTURER All Protection Shutter Inc. 666 W 45 PLACE HIALEAH, FLORIDA 33012 TEL: 005137043W FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: Eii (ffii Jnr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCOi A0L.COM OCT 0 6.1000 EF4MmerSael Peden De Rguetrerb, PE 52609 DRAFTIN PK OINMIMKG a MORE MIAMI -BADE 11CCUZ pQlNdpprae v e l r om 1g8 � NA Mmi 0 0Astor., lilhon Date: 07/09108 Seate>NA Design by: PPMF Drawing Number 08 -194 Sheet 2 of 12 TYPICAL BLADE ASSEMBLY 60 4300 3(51 48 0 3750 -11 .23 H MAX I'i{ XZ� H H . 3000 . 0300 .2300 MAX MAX 12A- CARRIER 128 -T0P 12C- BUTTON 12- BUSHINGS NYLON TYP. AT EVERY OTHER INSIDE JOINT AT TOP I2D- ROLLER ASSEMBLY ---2. 000-- 600 1. 0 104 3. 000 1. 600 -1-1. 0- 23A- 2' LONG 238- 3' LONG 3- 814 SCREW WITH 810 HEAD HT STAINLESS STEEL (11/ .'1!CARBON COATED) STEEL . 788 1 . 375 188 _L^ b °a I^ 13- LOCK INSERT 15- STACK LUCKING CLIP 6063 -T6 SHUTTER COMPONENTS - --2. 812- 688 —1. 74 14- LOCK NG ARM 1/8' THICK STAINLESS STEEL VARIES IR12' MIN) - 1. 000 14A- LOCKIN P N COPTIUNAL) 6063 -T6 W/ 86 THUMB SCREW USED WITH PIECES 9A & 10A 18- HANDLE SHIM < NYLON) . 630 0 7- LOCKING ARM AL ISMENT BUSHING (NYLON) ANCHOR SCHEDULE TY DESCRIPTION EMB E. D. 1/4' ITN TAPCON INTO 3000 PSI CONCRETE 1. 75 3, 0 1/4' ELCO ULTRACUN INTO 2700 PSI CGNCRETE 1.75 2.5 Al 1/4' ITW TAPCON INTO CONCRETE BLOCK 1.00 2.0 1/4' ELCO ULTRACUN INTO CONCRETE BLOCK 1.25 2.0 B 1/4 -20X1 ALL POINTS INTO 3.0 KSI CONCRETE 0. 875 3, 0 BI 1/4-20X1 ALL POINTS INTO - CONCRETE BLOCK 0.875 3.0 C . 5/16' ELCO ULTRACUN INTO 3. 5 KSI CONCRETE 1. 75 1.25 3.0 3.0 CL 5/16' ELCO ULTRACUN INTO CONCRETE BLOCK E 1/4' WOOD LAG SCREW INTO G =.55 WOOD 1. 50 0. 75 NOTES, ED, EDGE DISTANCE SHALL BE BEYOND WALL DRESSING EM& EMBEDMENT SHALL BE BEYOND VALL DRESSING 1/4' TAPCON CAN BE USED IN REPLACE OF 1/4' LAG SCREWS MANUFACTURER: All Protection Shutter Inca 666 W 45 PLACE HIALEAH. FLORIDA 33012 TEL: (305) 3708305 FAX.: (305) 219-8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: _ 4En To .tnr. CA8118 8971 W. Sunrise Blvd. 184 Plantation, FL 33313 ENGCO@AOL.COM Engineer Seal Peden De Fl9uelredo. PE 52609 DRAFTING, PK DRAFIMHG & MORE MIAMI -DADE DCCD, Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -194 Sheet 3 of 12 OPTIONAL USED FOR STACKING TYPICAL ALTERNATE INSIDE LOCK . SECTION LOCK OPTIONS FOR LOCK BLADE ASSEMBLY TONAL =REV USED FOR STACKING TYPICAL 17 OPTIONAL 14 14 ALTERNATE INSIDE LOCK HANDLE ��. 2. -l� I---1 CK HANDLE 14A OPTIONAL OPTIONAL WED FOR STACKING TYPICAL 9 TRIAL SCREW USED FIR STACKING 7 TYPICAL 10A OCK HANDLE 1 /4X1 1/2 PULL PIN 1/4 -20X1 THUMB SCREW INSIDE OR OUTSIDE G INSIDE OR OUTSIDE f 1- ■ 0 ACH SHUTTER UN T TO USE A MINIMUM ONE LOCK. LOCKING MECHANISM CAN BE LOCATED 18' ABOVE OR BELOW BLADE MID POINT AND AT ANY HORIZONTAL LOCATION. LOCKING MECHANISM SHALL BE PLACED IN THE LOCKED POSITION TO PROVIDE HURRICANE PROTECTION MANUFACTURER All Protection Shutter Inc. 666 W45 PLACE HIALEAH, FLORIDA33042_ TEL.: (305) 370 -8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Englneedng: E1tiJ (533 .!lift. CA8116 6971 W. Sunrise Stet 104 Plantation, Fl. 33313 ENGCO@AOL OCT 0'6 2008 Engineer Seel Pedro De TTgeunedo, PE 52609 DRAFTING' PH URAMING 8, MORE MIAMI -DADE ICCO Date: 07/09108 Scala: NA Design by: PPMF Drawing Number 08 -194 Sheet 4of12 SECTION A WALL ?CUNT SECTION (HEADER OR SILL) ANCHORS SPACED AS PER TABLE BELO x.11. zs,T SECTION Al SILL MOUNT SECTION (SILL) ANCHORS SPACED AS PER TABLE BELO MAX. BLADE SPAN IN INCHE DESIGNED MB� .05 -2X1 AND .05 -202 6063 -T6 ALUMINUM TUBE ANCHORS SPACED AS PER TABLE DELON SECTION O TUBE WALL MOUNT SECTION (HEADER OR SILL) — EMB.—I eq SECTION 01 TUBE WALL MOUNT SECTION (SILL) ANCHORS SPACED AS PER TABLE BELO 1/8 -2x1 AND I/8 -2X2 6063-T6 ALUMINUM TUBE -- `••"'- "• - ?RESSURES IN PSP MAXIMUM ANCHOR SPACING IN INC S ON CENTER 157 108 96 COP LIIEIIIIII +I�[»:ti a ILIUM MIIILIII V1!.yI[IJIAIII[BICUM;ituntill c SECTIONS: 45 © 0 ®m�Q7mC'1,0mm+ fa®©DIrF>•�r.L"�fll® 7 12 ®ERMN ©IIM112111111WICWI©EMI ire lE BAII 7ElNIMIII tAMImlaITA 6 r A- SILL! HEAOER Al -SILL ilrilaNI a ®ov©orWao IeloclMilleiMIII ..00v[Il - 8 105 - - - -. - - - 3 - 3 - - - 3 - - 4 3 5 - 4 5 - 6 4 7 - 5 170 - - - - - - - - - - - - - 2 3 - - - 3 SECTIONS: Ei1FI0[ 7tMD00FNI70E711111EIL0EML •i0iL1MIIIMIIMI<7M0[FARTil aian l 0 -SILL/ HEADER D1 -SILL [!♦ IOEIIIN NIIIIdENImmIEMIMIIlsMINIMIOME1111111111oi 1011117ii1111I7EFIl[illE[7 gmE1111121111111MINISIZEIMINIIIIENIFillIFIIIIIMENIEINIMISIIIFINIEKVIIIICEIFIIIIMENIFIIISIIMME111161111 170 3 3- - - - 3 4 - 5 3 6 - 4 ti MANUFACTURER: All Protection Shutter Inc. 666 W 45 PLACE HULLEAH, FLORIDA 33012 TEL.: (305) 370 -8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: ltgQit 3nr. CA8116 6971 W. Sunrise Blvd. 104 Plantation, P1.33313 EdGCOQAOL. OM OCT 6 2008 Engineer seal Pedro DO Flgue5edo. PE 52609 DRA TTNG+ RFIT AFTING&MORE MIAMI -DADE BCCN Approved ascamPlYlug with Om Florida Date NOM • :1I7L�.. Mud Ohio ..� Dale: 07/09/08 Scale: NA Design by. PPMF Drawing Number 08 -194 Sheet 5of12 SECTION B INSET MOUNT (HEAD OR SILL) A ANCHORS SPACED AS PER TABLE BELOW Iz. 8w a U SEE TABLE 2 FOR GLASS -- 4� 1 f LA y 0 3/16" 5052 ALUM. ALLOY POP RIVETS OR 012 TER SCREWS AT 6' DC FRONT AND BACK ANCHORS SPACED AS PER TABLE BELOW (ED) EDGE DISTANCE SECTION 83 FRONT ANCHOR ADJUSTABLE FLOOR MOUNT C SILL ONLY) SEE TABLE 2 FOR SASS - SEPAR TI6Y ANCHORS SPACED AS PER TABLE BELOW SECTION B1 ADJUSTABLE FLOOR MOUNT (SILL ONLY) MAX. BLADE SPAN IN INCHES -\ SEE ANCHOR SCHEDULE ON SHEET 3 F DESIGNED I (ED) EDGE DISTANCE /56 3116" 569 AIX 8101 RP VETS B2IRIIX 08,6 AT 6' WWI AD Be TIONAL LOCATION ANCHORS SPACED AS PER TABLE BELOW SECTION 82 REAR ANCHOR ADJUSTABLE FLOOR MOUNT (SILL UNL.Y) SEE TABLE 2 OR GLASS - SEPARATION /5 Zr •rt YIC' 5252 BD( DWI RP RIMS B: IR DK I� OAFS AI 6' moan 1/8 -IX1 6063 -T6 ALUMINUM ANGLE (ED EDGE DISTANCE ANCHORS SPACED AS PER TABLE BELOW PRESSURES IN PSF MAXIMUM ANCHOR SPACING IN INCHES ON CENTER 157 108 96 __ ____ _M68 ___ SECTION 8 BILL/ HEADER r10E711MI:IFMIFINIEiMtIIIIf ITOIM IIII[FAMOW1111lEf11[111111U INIIIM MI[iiiPalla F11111711[11Wit7ICIME(>t i6F-fSOL7 170 7170[ 7L1111 •i11dF7E•?ilsL1ii711f1MICIIIi11 1MiTr7ifAii[•7 6 4 7 - 3 F'i•dAFIL7F7tlFI•L511M111Si•11[71 FIMeIMUIr0E>1F7fiE>1MIM 3 - 5 - - - - 4 3 5 - - 5 - SECTIONS 8I OR B3 SILL 45 5 - 6 4 8 - 4 8 - 9 6 12 5 6 9 - 10 7 12 5 7 12 4 12 11 12 8 10 57 4 - 5 3 6 - 3 6 - 7 5 9- 5 7 - 8 6 10 - 5- 10 - 12 0 12 6 8 73 - - 4 - 3 - - 5 - 5 4 7 - 5 - 6 4 8 - 4 8 - 9 6 12 5 6 105 - 4 S - 4 3 5 - 3 5 - 6 4 8 - 4 170 - - - - - - - SECTION B2 SILL 45 4 - 4 3 6 - 3 6 - 7 5 8 - 5 6 - 5 10 - 5 9 - 11 8 12 6 8 57 - - 3 - - - - g - 5 4 7 - 4 5 - 6 4 7 - 4 7 - 8 6 11 - 6 73 - - 3 - - - - - - 4 3 5 - 3 4 - 4 3 6 - 3 5 - 7 5 8 - 5 - - - - 3 - - - - 4 - 4 3 6 - 3 170 - - - - - - - - - - - - - - - - - - MANUFACTURER: All Protection Shutter Inc. 666 W 45 PLACE HIALEAH, FLORIDA33012 TEL.: (305) 370.8305 FAX,: (305) 210 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: +FngTrf CA 8116 6071 W. Sunrise 800.104 Plantation, Fl. 33313 ENGCO(QAOL.COM Enghreer Seal Pedro De Flguefedo, PE 62600 DRAFTING1 PK DRAFTING &NUDE MIAMI-DADE BCCO Approved as comIl7MY ei16 0)0 Data I : ,... Cad Zoog NOM . _ t- ,.. 1141101 ;"48Coaho! MAP r Dale: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -194 Sheet 6 of 12 SECTION C ANGLE BUILT -OUT IDIGNT (HEAD OR SILL) 14 -20 HHMS V/ NUT @ 12'QC 11, 118 <2X) 11-..„ ANCHORS SPACED AS PER TABLE BELOW '•�4 EMBED: SEE TABLE 2 FOR GLASS SEPARATION 8 C 11, !1 (2X>11 SECTION Cl REVERSED ANGLE BUILT -DUT MINT (READ DR SILL) acraaTvw'.;nmmrm> MAX. BLADE SPAN 'IN INCHES SEE ANCHOR SCHEDULE ON SHEET 3 F DESIGNED 14 -20 HHMS V/ NUT @ 12'13C SECTION E DOME ANGLE BUILT -IT MINT ( OR SILL) TVD RDVS 1/4 -20 HHMS DR 814 TEKS SPACED AT 12'CE 1/4 -20 MS V/ NUT SPACED AT 12'11C CHOIRS SPACED AS PER TABLE BELOW SECTION E1 REVERSED DOUBLE ANGLE DUILT -OUT lWUNT (HEAD OR SILO 11, 11A� (2X)11 ANCHORS SPACED AS PER TABLE BELOW 1\--EMBED.-1 SEE TALE 2 FOR GLASS SEPARATION TVO ROWS 1/4 -20 HHMS DR 014 TEKS SPACED -,/11 AT 12'0C V V ANCHORS SPACED AS PER TABLE BEL - -_'. PRESSURES IN PSF MAXIMUM ANCHOR SPACING 1 N INCHES ON CENTER 157 108 96 68 SECTION C 801 / REAPER ti1111U111m11MEi EF111141111:111112111111LIN1C 105 - ]AIiIELi77[f30f)11R311111111111111111121•111111m_ME 7ICEI[INICIIIIMIi71116•1Ei> 0['•[� ©1101111101111:111=Il111111111E110[E1I1UpF1[7 INEMENIE©EL112 flr7df.1NF7 12 - 3 - 5 3I6)♦t� 5 5 4 7 10 - 8- 170 - 3 - - - 3 - - 3 - - - 3 4 - 5 3 6 - 5 SECTION Cl Slu / HEADER 45 10 - 11 8 12 6 10 12 4 12 12 12 8 12 12 5 . 12 12 -12 9 12 12 7 12 12 12 12 12 57 6 11 - 8 11 - 1' 9 2 6 7 (EFT© 4 12 1. 012 : 7 12 2 5 2 12 12 11 , ItratfillIFAI 8 12 12 FE"Z [iZ1 5 - • 9 - 1 1 6 10 12 3 - 4 6 - '7 O11111E1111,11111:1111 : 5 - 4 4 - 5 3 9 6 - - 7 10 - EiiIIMIIM • 10 170 - - 3 - - - - - - 4 3 4 6 - 7 5 8- 6 SECTION E SILL / HEADER 45 5 - 6 4 7 - 6 8 - 9 6 11 - 8 9 - 10 7 12 5 9 12 4 12 10 12 7 12 57 4 - 5 3 6 - 5 6 - 7 5 9 - 7 - 8 6 10 - 8 10 - 12 12 6 11 73 - - 4 3 5 - 4 5- 6 4 7 - 6 6 - 7 5 8 - 6 8 - 10 7 12 5 9 105 - - 3 - - - - 4 - 4 3 5 - 4 4 - 5 3 6 - 5 6 - 7 5 9 - 7 - - 3 4 - 4 3 5 - 4 SECTION El SILL 1 HEADER 45 6 - 7 5 9 - 6 9 - 11 8 12 5 r10 10 - 12 9 12 6 11 l2 4 12 2 12 9 12 7 5 - 6 4 7 - 5 7 - 8 6 0- 8 8 9 7 II 5 9 12 -. 1: 0 12 7 3 1l! 11»} 7 12 9 0 0' 170 1111 - - - '3 - En - 3 4 - 4 3 - 4 MANUFACTURER: All Protection Shutter Inc. 688 W 45 PLACE HIALEAH. FLORIDA 33012 _.. _. TEL.:2305)370-8305 FAX :2305)219-8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: iEngato Jnr. CA8116 6971 W. Sundae Blvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM Engineer Seal Pedro 0e Figuelredo, PE 59609 DRAFTINCv PK DRAFTING & MORE MIAMI -DADE BCCD App h0000aplY�dwlt Om EFIalt 'W ' 0: O • 80A9 11,11.7[S[. Dk: „ „)' / l L.. Date: 07109108 Scale: NA Design by PPMF Drawing Number 08 -194 Sheet 7 of 12 SEE TABLE 2 RR GLASS SEPARATION 914 - 14x3 /4'SS MS AT 12•0C SECTION H SILL ANGLE AMIABLE SILL MINT ANCHORS SPACED AS PER TABLE BEL 11 (ED) EDGE ' DISTANCE MAX. BLADE SPAN IN INCFIE SEE ANCHOR SCHEDULE ON SHEET 3 F DESIGNED SECTION F BUILT -OUT TRACK VALL MOUNT SECTION (HEADER OR SILL) WHEEL ASSEMBLY APPLICABLE ONLY FOR HEADER -_ ANCHORS SPACED AS PER TABLE. BELOW CHB. a: SECTION G WALKOVER TRACK MOUNT (SILL ONLY) (ED) LBW r—DISTANCE ry,w.—.... °RESSURES IN PS F MAXIMUM ANCHOR SPACING IN INCHES ON CENTER 157 108 .96 68 il7il3IEMOiMI0IIME3REAMi [1111141IE11.111i141ff3INIMMICIF1NFAIMIiTAtII[a MEIIIIIRIEF3ERIIIE1 0111[E11[ #Ei•3 ®iE11t131MI ®MI[F3mENI SECTION 0 SILL CallfflIUME EY1111MI MICIIfY3ILIN[ a� Q1AFivI11QE70IMI I�L� IIMIMEM�0�L11t7 ®L�[�ifld�ELMEM 170 - - 4 - 5 - - 4 - 5 4 0 2 5 - 6 4 9 3 3 7 - 9 6 12 5 4 SECTION F HEADER /SILL 45 9 - 9 7 11 5 8 12 - 12 10 1 7 12 12 4 12 (1 12 0 12 12 6 12 12 12 11 12 57 6 - 7 5 9 - 7 9 - 11 8 13 5 10 10 - 12 9 12 6 It 12 4 12 12 12 9 12 73 5 - 6 4 7 - 5 7 - 9 10 8 6 6 - 9 7 11 5 9 12 - 12 IO 12 7 12 9 $ 105 - - 4 3 5 - 3 5 - 6 7 - 0 - 6 4 8 - 6 8 - 9 T , 7 4 I1 7- 5 170 - 2 3 - - - 3 - - 4 3 5 - 4 - SECTION H 879111. 45 - - 3 - - - 4 - 5 3 6 - 4 5 - 5 4 7 - 4 7 - 8 6 10 - 6 57 - - - - - - - - - 4 3 5 - 3 4 - 4 3 5 - 3 5 - 6 4 9 - 5 73 - - - -_ - - - - 105 - - - - - - - - - - - - _ - � I70- - - _ - - - - - - - - - - - - - - - - - - SECTION H 3. SILL �iE-i�lE7E�CMa��iME�i�[!E fiFI[>iA�VE l�d[��IOi�EVIOlI<i E4Mill l�IG/ r1��11 v ©rll�EitL)r11iE� t --- ��O�Q 0x00 OVaQV000�00vO MANUFACTURER: All Protection Shutter Inc. 668 W 45 PLACE HIALEAH, FLORIDA 33012 TEL.: (305) 370 -8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: 'lElt JQQ CA8116 8871 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AO OCT 0 6 2009 Erenesr Seal Pedro 0e Rguehedo. PE 52809 IIRAFTIN0) PI(ORAJTING 8 MORE MIAMI -DADE BCCO. - Append e°1 °B60ko Blsrlda NOABl{ $ 6 MIemI Oa Wadm9Con;w1 DivNian 87__ O w�jjQa� Date: 07/09/08 Scale: NA Design by PPMF Drawing Number 08 -194 Sheet 8of12 SECTION WALL MOUNT SECTION OVER STUD WALL (HEAD OR SILL) (3 PER WOOD TRUSS) 1/4' WORD LAG SCREWS OR 1/4' TAPCONS 8/ 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'0C 1/8 -1X3 OR 1/8 -1X4 6063 -T6 ALUMINUM TUBE 1/8 -1X3 DR 1/8 -1X4 6063 —T6 ALUMINUM TUBE 14 -20X1 GRADE 5 HHSDS @ 3'OC BETWEEN EACH TRUSS 14 -20X1 GRADE 5 HHSDS @ 3.00 BETWEEN EACH TRUSS SECTION BETWEEN WALL STUDS �,Ii ;�} Iltlltttttlt11,1„„„„t> H, ,� •11 EP1B 'LIMO SECTION BETWEEN WALL STUDS SECTION L1 WALL MOUNT SECTION OVER STUD WALL (SILL) SEE TABLE 2 FOR GASS SEPARATION SECTION AT WALL STUD LOCATION SEE TABLE 2 FIN_ GLASS SEPARATION 2X6 PT WOOD SG) =. 5 (3 PER WORD TRUSS) 1/4' 60110 LAG SCREWS OR 1/4' TAPCONS W/ 2'. PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'0C SIIN OMAI l,Ilrrtrrrar+rrrrr: iWRM4tiU11\10!':' iiPo.11111MMI1'_ DESIGN ON THIS SHEET LIMITED BY: MAX. DESIGN PRESSURE = ± 72 PSF MAX. BLADE = 102° 7I�II.Ilq / / /r! // 11111 � 711711 •11n11M111111MI1n> u EE SECTION A ANCHOR TYPE E FOR ANCHOR SPACING IN BETWEEN STUDS r OPTIONAL INSTALLATION WITH 2X6 PT WOOD (SG> =.55) SECTION AT WALL STUD LOCATION 1 /8- 1X3 6063 —T6 ALUMINUM TUBE OPTIONAL INSTALLATION WITH 2 %6 PT WORD (SG) =.55) SECTION AT WALL STUD LOCATION (3 PER COD TRUSS) • 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS V/ 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'00 (3 PER WOOD TRUSS) 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS 8/ 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'00 flit 2' EMB rlw�Ilr�l a mmuxnca:t:au1l:;muamitlanra: .akil�r�r 2X6 PT WOOD SG) =. 5 0 W V 61112)02)2) 0)11D SEE SECTION Al ANCHOR TYPE E FOR ANCHOR SPACING IN BETWEEN STUDS - MANUFACTURER All Protection Shutter Inc. 555 W 45 PLACE HIALEAH, FLORIDA 330I2 TEL.: (305) 370.8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: Engao Jnr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FT.3 13 ENGCO@AOL. •M OCT 0 2009 ErglneerSeal Pedro De Fleuehedo, PE 62609 DRAFTING PK DRAFTING a MORE MIAMI —DADE BCCO1 AgPmadgeoz legs fb)6e Morels Zoo NOM Misml Paneled Con ;ar „ar_ • By_ Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -194 Sheet 9 of 12 SECTION R (R ALTERNATE) RECESSED FLOOR MOUNT (SILL ONLY) SECTION R RECESSED FLOOR MOUNT (SILL DNLY) 3/16' TAPCON @ 24'OC WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY, CONCRETE OR WOOD CUT 3/4X1 1/4' GRIME INTO EXISTING CONCRETE FLOOR STRUCTURE TO FIT PART 86 SEE TABLE 2 FIR @.ASS — SEPARATION 2 1/2' EDGE DISTANCE CUT 3/4X1 1/4' GROOVE INTD EXISTING CONCRETE FLOUR STRUCTURE TO FIT PART 86 \\,1/4' TAP N. CON @ 12'12'131C WITH 1 1/4' MI EMBEDMENT INTO MASONRY, CONCRETE OR WOOD, (4 PER 8111]» .TRUSS) 1/4'X3' WOOD LAG SCREWS W/ MIN. 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'OC 1.50 ONTINUDUS I /8x6 6063 -T6 ALUMINUM PLATE 1.50 SECTION I TRUSS MOUNT (FIEAD MILD OPTIONAL SECTION 1 TRUSS MOUNT (HEAD ONLY) (3 PER WOOD TRUSS) 1/4 X3' WDDD LAG SCREWS 8/ MIN. 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'OC TABLE 4 BLADE SPAN J.02' 96' • 92' PRESSURE 368 . 372 SEE TARE 2 FIR GLASS — SEPARATIDN DNTINUOUS 1/8x4 6063 -T6 ALUMINUM PLATE (5 SCREWS IN BETWEEN TRUSSES) 14 -20X1 GRADE 5 HHSDS @ 4'0C INTO 1/8' 6063 -T6 PLATE ONTINUDUS 1 /8x 6063 -T6 ALUMINUM PLATE MANUFACTURER. All Protection Shutter Inc. 668 W 45 PLACE HIALEAH.FLORIDA33012 TEL.: (305) 370 -8305. FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: TEn.garr ifnt. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F1.33313 ENOCO@AOL. OCT tl 6'2808 Engineer Seal Pedro De F 9ueSedo. PE 52809 DRAFTING+ PQ D6AFi1NG & MORE MIAMI -DADE BCCO Approved 90 remP3,Aagaltlz /hrs Florida • or NOM r :Mliit Tlr' ' • NEM 8)25959 uy 'i :• l< 1- Date: 07/09/08 Scale: NA Design by PPMF Drawing Number 08 -194 Sheet 10 of 12 SECTION J JAMB CLOSURE INSET MOUNT -:il AlRWlriIllfiff�8,il gg aq ASTENER AT 18'0C USE ANY ANCHOR IN ANCHOR SCHEDULE 1/4 -20 THMS W/ NUT & LOCK WASHERS SPACED AT 24'0C 1/8 -2X2 ALUM. ANGLE SECTION J7 JAMB CLOSURE WALL MOUNT ASTENER AT 24'UC USE ANY ANCHOR IN ANCHOR SCHEDULE 910X3/4' SS SMS OR E #10X3/4' SS SMS OR 3/16' POP RIVETS (ED) EDGE 3/16' POP RIVETS (ED) EDGE SPACED AT 18'0C DISTANCE SPACED AT 18'0C DISTANCE ASTENER AT 24'0C USE ANY ANCHOR IN ANCHOR SCHEDULE SECTION K1 CORNER CLOSURE (3) 910 TEK SCREWS OR 3/16'5052 ALUM. POP RIVETS 2X2X1/8 6063-T6 ALUMINUM TUBE 1X2X1 /8'X2' 6063 -T6 ALUM ANGLE CLI (2 PER CLIP) 1/4' FASTENERS SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANC 4IN, 0.055' THICK ALUMINUM CLOSURE ANGLES VARIES SIZES ANGLE 6063 -T6 SECTION K CORNER CLOSURE 910X3/4' SS SMS OR 3/16' POP RIVETS SPACED AT 24'0C NOTE, EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE MANUFACTURER: All Protection Shutter Inc. 866 W 45 PLACE HIALEAH, FLORIDA 33012_. TEL.: (305) 370 -8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: EngT o 3nr. CA 8118 6971 W. Sunrise Bird. 104 Piantallon, FL 33313 ENGCO@ACL.COM Enghceer Seal Pedro Do Figuetredo, PE 62609 DRAFTING, PN DRAFTING & MORE MIAMI -DADE BCCO, Date: 07/09/08 Scale: NA Design by PPMF Drawing Number 08 -194 Sheet 11 of 12 SPAN TUBES SECURING INSET MOUNT SECTION OPTION MAX. PRESSURE 72 PSF TYPICAL TOP & 8OTTOM 1/4' ALL POINTS SOLID SET ANCHORS SEE TABLE 3 FOR SELECTION OF E CONNECTION CON I OR CON 2 MIN 1.0 1STING CONCRETE OR HOLLOW BLOCK w 1/4' -20 PHMSS BOLTS & NUTS AT 12'0C TOP BEAM SEE TABLE 3 FOR SELECTION 1/4' -20 PHMSS TS & NUTS AT l2'20 1 -L -L _ _ .L _ LL 1409 END ACCESS HOLE TYPICAL TOP & BOTTOM (3) 1/4' PHMSS BOLTS & NUTS SEE TABLE 3 FOR SELECTION OF ANGLE CONNECTION CON 1 OR CON 2 BOTTOM BEAM SEE TABLE 3 FOR SELECTION ANGLE CONNECTION 1 (CON1) 1. 500- 3. ANGLE CONNECTION 2 (CON2) L I 1. 500--1 3. 000 -1. 250- 1, 75D -4-1. 750 - -1. 2501 000 0 0 r II I[ ll o �1. 000 3000 1. 500 ANGLE NOTE' 2X3X1/4 6063 -16 ALUMINUM ALLAY ANGLE TOP & 8111'TOM CAN 1- USE 6' LONG ANGLES WHEN TWO ANCHORS ARE REQUIRED CON 2- USE 9' LONG ANGLES WHEN THREE ANCHORS ARE REQUIRED TABLE3 TOP BEAM BOTTOM BEAM BEAM SIZE (IN) SHUTTER SPAN (IN) BEAM LENGTH (IN) CON TYPE BEAM LENGTH (IN) CON TYPE 2X5 60 98 CON 1 113 CON 1 96 87 CON 1 97 CON 1 120 82 CON 1 90 CON 1 2X8 60 100 CON 1 168 CON 1 96 89 CON 1 138 CON .2 120 84 CON 1 124 CON 2 2X9 60 100 CON 1 185. CON 1 96 91 CON 1 148 CON 2_ 120 86 CON 2 133 CON 2 TABLE 3 NOTES 1- TOP AND BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER MOUNTING CONDITIONS THE LESSER DESIGN PRESSURE AND SPAN WILL GOVERN. 2- WHERE IF USED TOGETHER BEAM LENGTH MUST BE LIMITED BY 140 TOP BEAM LENGTH DESIGN ON THIS SHEET LIMITED BY: MAX. DESIGN PRESSURE = ± 72 PSF MAX. BLADE =120" 0. 006 2X6 TUBE 000 - L224 2X8 TUBE ). 000 -r t 2X9 TUBE _224 cu O MANUFACTURER All Protection Shutter Inc. 666 W 45 PLACE HIALEAH, FLORIOA012 TEL.: (305) 370-8305 FAX.: (305) 219 -8810 PRODUCT: HT -100 ACCORDION SHUTTER EnOinee)InO: TEng(O.0 Jnr. CA 8116 6971 W. Sendse Blvd. 104 Plantation, 21. 33313 ENGCO@AOL M OCT 0 6 2000 Engineer Seal Pedro 0e Figaefredo, PE 62609 DRAFTIN' PNU®AGfTINGaMORE MIAMI -DADE BCCO Apd eave 1asvontdig with Om • 1M m;.. .0, 8066 . :emir 04v&ro to_ Date: 07(09109 Sam NA Design by: PPMF Drawing Number 08 -194. Sheet 12of12