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170 NE 94 St (3)Legal Description Historically Designated: Yes No O w n e r / L e s s e e / T e n a n t i f /4V L / t 4 / ( of Master Permit # 4 / 9 , 3 7 Owner's Address / 70 iU .'E• W / Phone 3`< 7 — 6 9:3 - .5 - , ///' 6/1(/ ss# /b t�/!0 o /ff ,d7 Contracting Co. � w/e}� , k. '5A 041-6t, A ddress 1 .. Qualifier �c36 7 - // Gt),0 -.b 578 - To� -s� YdoPhone ` 5 0Igot State # Architect/Engineer AS" Address Bonding Company N/A- Address Mortgagor N /fe' Address Permit Type (cfinelle one): C.U1IL,llD]INC d LIECTRIICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIIGN WORK DESCRIPTION d usor}"/L- Ti0/t� D 1 7 f eC� n�/19/1) .511v 7��;2.3 Square Ft. 93 WARNING TO OWNER: YOU MUST RECORD A NOTI[C]E OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE IFOR IMPROVEMENTS TO YOUR PROPERTY (if YOU UNTENIID TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNIEY BEFORE RECORDING YOUR NOTI[C]E OIF COMMIENCIEMIENT.) 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. f 61 /( e 07/ Signature of owner and/or Condo President Date � , 4- N, it as to Owner and/or Condo President My Commission Expires: ip•••., Dianne B. Hoist MY COMMISSION # CC684431 EXPIRES .rte r' September 29, 2001 BONDED THRU TROY FAIN INSURANCE, INC FEES: PERMIT APPROVED: Zoning Mechanical PERMIT AIFIFILICATEON FOR MI[AMI[ SHORES VI[ LILAG E D I )b Address / 7 A ' /'J` *7 Tax Folio // 3o� O 7 3 ,a9 J— 7 Municipal # Building ate Competency # Ins. Co. Estimated Cost (value 4011111e /- gnature d7A6 ontractor or Not y as to Contractor or Owner Builder My Commission Expires: Dianne a Hoist i M••4, MY COMMISSION 0 CC684431 EXPIRES 1 <' i i • - September 29, 2001 ,Rt b BONDED MU MY FAIN INSURE INC RADON C.C.F. 1 _ NOTARY — 0 Electrical er Buil: er Date -9A4)- ate BOND go TOTAL DUE Plumbing Engineering ,9 SHUTTER P "' ODUCT APPROVAL AUTHORIZATION FORM July 10 2001 Building Official Department To Whom it May Concern: SERENE LAKE INVESTMENTS, INC. IU is A HOWARD SHUTTER COMPANY 10816 SW 188 STREET MIAMI, FLORIDA 33157 PHONE: 305 -235 -0182 FAX: 305 -235 -1423 We are the Dade County Notice of Acceptance Holder for RESIDENTIAL BERTHA ACCORDION SHUTTERS under 99- 0322.04. This letter authorizes HOWARD SHUTTER COMPANY to use our RESIDENTIAL BERTHA ACCORDION SHUTTERS approved under 99- 0322.04 to be used at the following jobsite : Paul Reinholm 170 N. E. 94 Street Miami Shores, Florida 33138 Square feet: ��� Number Of Openings: "i Sincerely, H WARD SHUITER COMPANY Dianne B. Holst This form must accompany the application for the building permit and shall become part of the permit documents. The authorized signature must bear the raised seal of the company. RAISED SEAL 2e i J n•G q y-0-. IY1 \ r -�►�i, Fc—. FMS � x � rime_ X 3 $' /z Pis w -� 3p "lax (4-o F Is .'IIA`(I -D. \DE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING ©CILD(vG CODE CONIPLIAYCE OFFICE MIETRO -DADS FLAGLER BUILDING l�0 WEST FLAGLER STREET. SUITE 1603 PRODUCT CONTROL r.\ OTICE OF ACCEPTANCE ,MIAMI. FLORIDA 33130.1563 (305) 373.2901 FAX (303) 375•:909 }toward Shutter Compatxy CONTRACTOR LICENSING SECTION 10316 S.W. 133 St (305) 375 -25 :7 FAX (305) 375.:.5f3 • Miami FL 33157-6730 CONTRACTOR ENFORCEMENT SECTION (305) 373 -2966 FAX (303) 375 -2908 . PRODUCT CONTROL DIVISION (305) 375 -290: FAX (305) 372.6339 under Chapter 3 of the Code of Miami -Dade County governing . � ,the use or Alternate Materials an Tyres of Construction, and completely described herein, has been recommended for acceptance b the Miami - Dace 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 ecu�e •' producz'or material at anytime from a jocsite or manufacturer's plant for quality control testing. s.._. this Ib this product or material fails to perform in the approved m -+ner, BCCO may revol modify, or su , d the use of such produc: or.macerial immediately. BCCO reserves the right to revok this approval, if it s • .determined BCCO that this product or material fails to meet the requirements of the South Florida BuiicLqg Code. i ne expense of such testing will be incured by the manufacture:. Acceptance No.:99 / / 1 � /" Your application for Product Approval of: ,SSA /Residential Bertha Accordion Shutter Expires:04 /30/2002 'Raul Rocrisuez U Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sc PRODUCT REVIEW CONLNMITTEE This application for Product Approval has been reviewed by the BCCOa.,-td approved by the Building Code and Product Review. Cor..nittee to be used in Dade County, Florida under tl-ie conditions f s.., torch above. .Approved: 04/30/1999 t -' r ncisco I Quircana, R..-.. Direr :or 1 of 3 Coer.t-- Beildir.q Code Cor..ci :� .c_ Of ice 1^ a • B 1 . n' f ' 1b P / �: 1 I Serene Luke Investments. Inc. ACCEPTANCE t io. : 99- 0322.01 , D/t3 /, liowurd Shutter Conmoanv 1. SCOPE Tais approves an Aluminum Extruded Residential Bertha Accordion 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 in in the approved drawings. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PRODUCT DESCRIPTION This Alu.binucx Extuded Residential Bertha Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -35, titled "ASSA / Residential Bertha Accordion. Shutter ", prepared by Tiltcco Inc., dated January 29, 1999, sheets 1 through 10 of 10, bearing the Miarni -Dade County Product Control Approval stamp with the Notice of Acceptance nurnbc: and approval date by the Miami -Dade Counr. Produc: Conwol Division. T documents shall he :einai e: be referred to as the accrcved drawings. . . 3. LIMITATIONS All permanent set components, included but not limited to e: ;bedded' anchor bolts, thrtaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Exe..tded Residential Bertha Accordion Snut:er and its components shall be 1 installed in strict compliance with the approved' drawings. 5. LABELS G Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following s;aternent: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of ale following: 6.1.1 This Notice of Aeceptscc. 6.1.2 Duplicate copies of the approve' d,awir.Es, as identified in Scctior. 2 of this Notice Of ACCeptall.Ce, Cle`.aly Marked t0 sow the Compor:e:115 se ected for the prcCosed . ir'sal !alit r.. 6.1.3 Any othe: docurner :es recuired by the Building Official or the Sarah Fioroda 8t:ilcirg Ccde (SFBC) in Crz to :roCC ::y e'%alt:ate the In szallat :on. of this s yszen E:clr..y A.`Ktaka., P.E. Product Con::oi Produce Control Division 2 of 3 iU'PROVED APR 3 0 1999 EXPIRES . APR 3 0 2002 Serene Lake Investments, Inc. D/B /A Howard Shutter Cornpanv ..7. ACCEPTANCE Nu. 99- 0322.0 -1 APPROVED APR 3 0 1929 EXPIRES NOTICE OF ACCEPTANCE: STAYDARD CONDITIONS ( Renewal of this Acceptance (approval) shall be ccnside; ed after a rene'.val application has been Fled and the original submitted documents, including test -sup :crtir.g data engineering documents. are no older than eight (3) years. 2. Any and all approved products shall be pe.;nane n :!y labeled with the manufac :urer's name, city, state, and the following statement: 'Miami -Dade County P::duc: Control Approved ", or as specifically ' stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered i:: a. There has been a change in the South Flc :ida Building Code ar;ec ;ino the evaluation of this product and the product is net in compliance with tie code changes. b. Tae product is no longer the same product ;identical) as the one originally a;.crcved. c. If the Acceptance holder has not complied with a :( the requirements of this acceptance, including the carrcc< installation of the product. • d. The engineer, who originally prepared. signed and sealed the required documentation initially submitted, is no longer prat :icing the enzin!tring profession. 4. Any revision or change in the materials, use, and.' :r mar:ufac:urs of the produce or process shall automatically be cause for termination of this Acceptance, ur.:ess prier w;ir_n approval has been requested (thrcuLth the filing of a revision application with appropriate ►se) and `;anted by this office. Any of the following shall also be grounds for re- oval cf this Acceptance: 'a. Unsatisfactory pe or:nance of this prcduc:. :r process. b. Misuse of this Acceptance as an enders iment cf any product, for sales, adve.;ising cr any oche: purposes. 6. The Notice of Acceptance number preceded by ;e words ;Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertisir.z liter at::: e. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approve:: .::rawir.zs and other documents. .where k applies, shall be provided to the use by the manufacturer or ics d: bet rs and shall be available for ins;,ec :ion ac the job site at all time. The engineer needs not reseal the Zs. 3. Failure to comply with any section of this A:c_ccar.ce shall be cause fcr termination and removal of Acceptance. 9. This Notice of Acce: car.ce consists of pages 1, - z is !as: Fag 3 END OF T::"_ ACCFPTA CE APR 3 0 2■ it ' • r, , ,1. / ?'C ✓� :._ir y A. _.<a_ P.E. Prodec: Control Exam::. °: Product Control Division : of3 Date Legal Description Historically Designated: (Own�e'/Lessee / Tenant f (. I / frS . ThuI R y1hDJntiasterpernnt# 4 10,.3 flb Owr�.er's Address .1 1 D i" r � Nam J ) W 1 lJ Jio / W, Rhone 75 - g-1 ' • dd Amour& L OD t Address libio Qi . !� g SF � �lug' ( J meS `S- Ql- SS# Ao- n -1 Phone 5— 01 Municipal # `I Q 1D ';.[..Competency #D()?. State # PERMT1l' APPLICATION FOR S k ORES VIIILILAGE 90 Address I I D NE Tax Folio r YlPa Architect/Engineer r--1 / ()— Bonding Company fl O Mortgagor fl Square Ft. 1-0 4 ,e-e 4)&4, Signature of owner and/or Condo President Date Address Address Address Permit Type (circle one). BU](Z,D 1► '!; ELECT.': ! CAL (PLUMBING MECHANICAL ROOFING (PAVING FENCE SIGN WORK DESCRIPTION i r)Sf 2J /a t v! o f s' k S . WARNING TO OWNS: YOU MUST RECO:' w A NOTICE OF COMMENCEMENT AND YOUR IFAIILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN (FINANCING, CONSULT WITH YOUR LENDE OR AN ATTORNEY BEFORE RECORDING YOU 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 -n. . con actor to do the work stated. Signs 1 ..r Pres a_ Date OI:FiCIAL NOTARY SEAL EDITH M FUOG NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO CC566695 MY COMMISSION EXP. UNE 26,2000 '9 ' liJ Notary as to I'..•-ran.i.rCon My Commission Expires: W IFS: PERMIT APROVED• Zoning Mechanical s 67 RADON 8 C.C.F. Building • /b/ NOTARY I' 32- 0 2g5 Estimated Cost (value) A500 S ontractor or Owner- Buillier OFFICIAL NOTARY SEAL EDITH M FUOG NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC566695 MY COMMISSION EXP. UNE 26,2000 Notary as to Contractor or Owner- Builder My Commission Expires: (/ '1 Electrical Yes No o. TOTAL DUE &W' Date 'A Date Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 3Z° d i 7 29 5 4 STATE OF FLORIDA: COUN -"Y OF DADE: THE UNDERSIGNED hereby gives notice that improvements 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. r pr / 1. Legal description of property and street address: 1 I l .J IV E "I'7 k� - cc 2. Description of improvement: 3. Owner(s) name and address: 4. Contractor's name a 6. Lender's name and addre 9. Expiration date of this Notary Public Print Notary's Name My Commission Expires: dress: ryL Interest in property: [� Name and address of fee simple titleholder: n 1 ijm,ir Kframenefflumisermat 5. Surety:(Payment bond requjred by owner from contractor, If any) Name and address: Amount of bond $ 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 addres r /' 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. •i Name and address I otice of Commencement: (the expiration date Is 1 year from the date of recording unless a date is specified) fliAav ge,„ 44, p Owners Name Pat.. h0 signature of Owner Sworn to and subscribed before me this pl -- 113 - y of i,ugu, 19A1. ,J • , ./ L ela„ OFFICIAL » if • • — EDITH M FUOG IOTARY PUBLIC STATE. OF FLORIDA MY COM MISSION EXP. JUNE 26,20001 STATE OF FLORIDA, COUNTY OF DADE ' ogC24tl CIS1t1177 than this is a greet py of f :o al ass. pd in t: •!lice on L ff A C. 19 cr.d OGllcial Seal. rcuit and County Cot9rilO t^J DR1ESS HARVE Dy Addres Prepared by: Ed 123.01 -52 2/93 10816 S.W. 188th Street Miami, Florida 33157 ' 1 , /w Building Official fy)l k'lk S e_S To Whom it May Concern: We are the Dade County Notice of Acceptance Holder for FOLDING SHUTTERS under number 95- 0511.06. This letter authorizes HOWARD SHUTTER COMPANY to use our FOLDING SHUTTERS approved under number 95- 0511.06 to be use at the following jobsite: fl nt 9y S4 mtAniisnd 1c 33 3; Sincerely, HOWARD SHUTTER COMPANY Albert E. Hdward President AEH:emf Product Excellence & Dependability Since 1981 CC -16307 Phone: (305) 235 -0182 Fax: (305) 235 -1423 Toll Free: 1- 800 - 551 -0583 DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Mean Roof Height (ft) °C° Kz POSITIVE P Zone 4 & 5 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 12.5 0.801 45.1 -47.9 -61.5 KNEZE1gC l ASSOCIATES, INC. CLIENT ENGINEERS AND PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 20- Aug -96 C: \CLIENTS \DESIGN \LOADS \LOADCALC. W01 q= (0.00256) * (Kz) ° ((I °V)"2) p (psf) = gl(GCp) Positive (psf) : Negative- Interior (psf) : Negative -End (psf) : 45.1 -47.9 -61.5 5. End zones for this installation are those areas within ASCE 7 -88 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES Importance Factor (I) = 1.05 Velocity (V) = 110 m.p.h. Eave Height = 10.00 feet Peak of Roof Height = 15.00 feet Mean Roof Height = 12.50 feet Smallest Side of Building = 75.00 feet Opening Height = 3.33 feet Use max loads below for all openings Tributary Area = 3.70 sq.ft. ( < =10 sq.ft provides max loads) Rise /12° of Run = 4.00 inches Rf Slope = 19.84 degrees (<= 10 reduces load) GCpi = 0.25 Internal Pressure (.25, .75 or 0) Pos GCp 4,5 = 1.40 Neg GCp (4) = -1.50 Neg GCp (5) _ -2.00 BUILDINGS LESS THAN OR EQUAL TO 60 FEET HOWARD SHUTTER COMPANY STRUCTURE REINHOLD RESIDENCE 170 N.E. 94 STREET MIAMI SHORES, FL 1. Wind loads are determined in accordance with the 1994 South Florida Building Code and ASCE 7 -88. 2. Wind load calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. 4. This document shall be used for determination of wind loads only. Component installations shall be in accordance with component design drawings. Component installations at any elevation below roof are acceptable. 5.0 feet of the exterior corners of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal V. J. Knezevich, P.E. or John W. Knezevich, P.E. 1996 FP g -e(1 , i Lak, 170 ,JE cc( sal- - z_ f----il 2 113Yttu 117)(i-to 1 1(7 0( ° METRO•OAQE PRODUCT CONTROL NOTICE OF ACCEPTANCE Howard Shutter Company 10816 S.V. 188 St Miami FL 33157 -6780 Your application for Product Approval of: Aluminum Accordion Type Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 94 -143, Sheet 1 thru 5 of 5. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0511.06 (Revises No.: 94- 0926.07) Expires:04 /11/97 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:10 /05 /95 CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor s anger, Director Building Code Compliance Dept. Metropolitan Dade County Blade Height or Span Installations up to 30' -0" above grade Installations above 30' -0" above grade Up to 8' -0" 2 1/8" See "Minimum Separation from Glass (inches)" Table on Sheet 5 of 5, Dwg. No.94 -143. Over 8' -0" and up to 10' -0" 4 3/8" Howard Shutter Co. 1. DESCRIPTION 1.1 ACCEPTANCE NO.: 95- 0511.06 APPROVED OCT 0 5 1995 EXPIRES April 11, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.00" x .062" thick, constructed as indicated on approved drawing No. 94 -143, Sheet 1 of 5, bearing the testing lab stamp, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" SMS Hex Head Screws made of #410 stainless "steel w /fluorocarbon coating. Use 3" screw if bushing is used on outside. 2.3 Tested specimens: Dimensions: (Blade Length) Ceiling/Inside Mount = 120 ", 64 ", 96 ", 96 ", 120" Wall/Builtout Mount = 98" Inside Mount = 92 3/4" 3. LIMITATIONS 3.1 Maximum blade height or span: In accordance to "Maximum Allowable Span Schedule" on Sheet 5 of 5 of Drawing No. 94 -143; Not to Exceed 120 ". 3.2 Minimurn separation between glass to be protected and shutter: 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount: Every other blade hangs from a set of double nylon rollers mounted in an aluminum roller housing that glides on the track of the Header -Wall Mounted Part 2), every blade has a pin at the top and bottom consisting of a #I4 x 3" (ins e pins) and a #x 3" (outside pins) Man11- Perez. P.T. Pia xaminer I1 Product Corrirc1 Howard Shutter Co. ACCEPTANCE NO.: 95 -051 1.06 - 2a - APPROVED t1tT 0 5 1995 EXPIRES April 11. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS stainless steel screw and a 1/2" diam. x 3/4" long nylon bushing that slides inside the Header which is anchored directly to the wall; the sill section is basically the same arrangement turned upside down, as shown in Sections A or F "Wall Mount Section" on Drawing No. 94 -143 Sheet 3 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling & Floor Mount: In this mounting arrangement, the Header -CIg. Mounted (Part 1) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, consisting of the Adj. Sill -Bot. (Part 4) and Adj. Sill -Top (Part 5) riveted together, is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling/Inside Mount Section" on Dwg. No. 94 -143 Sheet 3 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Condition: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is fastened, using 1/4 " -20 machine bolt w /wingnut at 12" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle (Part 12) that is anchored to the wall and provides the build out; the sill section consists of the same arrangement turned upside down, as shown in Sections A or F "Build Out Mount Section" on Drawing No. 94 -143, Sheet 3 of 5, bearing the Dade County Product Control approval stamp. 4.1.4 Any Combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -143, Sheets 1 thru 5 of 5. Substitution of anchor type, embedment, edge distance or indicated spacing is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -143, Sheets 1 thru 5 of 5, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet - the pressure requirement of the opening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0926.07 dated 11/10/94. Manu 'etez, P.E. Plans miner 11 Product Control Division TEST TEST LOAD . DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CENTER MATE SATISFACTORY CRL-S1032B Max. 2.06" / 2.00" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +119.0 PSF CRL- SI032B +91.5 PSF CRL- S1032B CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -119.0 PSF CRL- S1032B -91.5 PSF CRL- SI032B 'UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +137.3 PSF CRL- S1032B +91.5 PSF CRL- S1032B @ Design 0.53" UNIFORM STATION AIR PRESSURE TEST {SFBC PA 202 -94 NEGATIVE -137.3 PSF CRL- S1032B -91.5 PSF CRL- S1032B 'UNIFORM STATIC AIR PRESSURE TEST ;SFBC PA 202 -94 NEG. (120" SPAN) -176.8 PSF CTC 94006 -A -117.9 PSF CTC 94006 -A @ Design 1.72" UNIFORM STATIC AIR PRESSURE TEST ,SFBC PA 202 -94 NEG. (64" SPAN) E -416.0 PSF CTC 94006 -A -278.0 PSF CTC 94006 -A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) -286.0 PSF CTC 94006 -A -190.0 PSF CTC 94006 -A UNIFORM STATIC AIR PRESSURE TEST 'SFBC PA 202 -94 NEG. (96" SPAN) -286.0 PSF CTC 94006 -A -190.0 PSF CTC 94006 -A 'UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (120" SPAN) -221.0 PSF CTC 94006 -A -147.0 PSF CTC 94006 -A DESIGN PRESSURE RATING For Design Load vs. Slat Span . See Chart on Dwg. 94 - 143, (sheet 1 of 5 thru 5 of 5 +91.5 PSF - 91.5 PSF Howard Shutter Co. ACCEPTANCE NO.: 95- 0511.06 7. TESTS PERFORMED TESTS: APPROVED EXPIRES April 11. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2b- ET 0 5 1995 ma;w 1- Perez, P.E. Plans Iaminer 11 Pr ciu Ccai of Division Howard Shutter Co. ACCEPTANCE NO.: 95- 0511.06 APPROVED : OCT 0 5 1995 EXPIRES April 11. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1, Test report on (1) Uniform Static Air Pressure Test Loading, per PA 202 -94 (2) Large Missile Impact Test, per PA 201 -94, and (3) Cyclic Loading Wind Pressure Test per PA 203 -94 of an aluminum accordion shutter, prepared by Construction Research Laboratory, Inc., Report No. CRL-S1032B, dated 9/13/94, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test "Accordion" prepared by Construction Testing Corporation, Report No. CTC -94- 006 -A, dated January 21, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -143, "Accordion Shutter" Sheets 1 thru 5 of 5, prepared by Knezevich & Associates, Inc., dated 08/31/94, revised on 4/20/95, signed and sealed by V.J. Knezevich, P.E. 8.2.2 Die Drawing No. 838735 Blade prepared by Easco Aluminum dated 11/14/93. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Easco Aluminum dated 09/01/94 with chemical composition and mechanical properties of the Blade, Part No. (Die No. 838735) using aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. 70 -02 -94 -220, prepared by ATEC Associates, Inc., dated 08/29/94, for specimen S 1032, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report No. OCM, Job No. 4LM -3150 prepared by QC Metallurgical Inc., dated January 4, 1995 for 5 samples CTC - 94013/10/12, CTC 94 -002, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Anchor analysis and calculations dated 12/01/93, pages 1 to 11 of 11 prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Comparative analysis and anchor calculations dated 4/26/95, pages 1 to 24 of 24 prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. -2c- Manual 'erez, P.E. Plans Product Control Division miner II .1 _ Howard Shutter Co. NOTICE OF ACCEPTANCE STANDARD CONDITIONS APPROVED CE No.: - 5b1 b 1995 EXPIRES : April 11. 1997 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(e) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener 01211 be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Man 1 Perez, P.E.Plans iner II Product Control Division