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WS06-284Inspection Date: 05/23/2006 Inspector: Grande, Claudio Owner: GOLDBERG, GEOFREY Job Address: 79 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: STAINLESS METALWORKS INC Building Department Comments Monday, May 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP -8659 MAY 2 4 ENTt Permit Number: WS -2-06 -284 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)724 -6646 Parcel Number 1132060130130 Lot: Phone: 305 -685 -9000 Page 1 of 2 Passed 04 p,ip Inspector Comments Vi Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/23/2006 Inspector: Grande, Claudio Owner: GOLDBERG, GEOFREY Job Address: 79 91 Street NE Miami Shores Village, FL Project: <NONE> Contractor: STAINLESS METALWORKS INC Building Department Comments Monday, May 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP -8659 MAY 2 4 ENTt Permit Number: WS -2-06 -284 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)724 -6646 Parcel Number 1132060130130 Lot: Phone: 305 -685 -9000 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAY, FOLIO NO � /- 3a04,- d 1 3 '01 STATE OF FLORIDA: COUNTY OF MIAMI -DARE: THE UNDERSIGNED nereov gives notice tnat Improvements will oe maoe to certain real progeny. and in accorcance with Cnaoter 713, Fiorima Stature., the following information is orovioed in tnis Notice of Commencement. 1. Legal oescnption of properly and street'adoress: i� / fr't /�J / !t G .e 7,5' £ J +I- � � -� J ,- '1. Contractor's name and adaress /I) [ �J` L Y a Imo, 4- OP4"" « CFDP E Surety: (Payment bond reouired by owner from cont F FLO'�rUk, CCUPIT" o f t he r`� t EiPF FL 1-U that this Is a true�PY c a of 1 Name and adores: . n this o floe on Amount of bond S. 6. Lender's name and adaress: 111 CFN 20o 0680232693 OR Bk 24290 Ps 1184; (1ua) RECORDED 03/06 /2006 09:10 :09 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 2. Description of improvement: T—a./ S 7»1/ tf4.""/L!Z4 r fig- .Cv. ..( v77 /L..r / 4 C e - o , - Aim - 7 ' 0 . /� 3. Owner(s) name and address: T�. C9 fi 0-41 4 e,/1 75 ez f i d7-- �i ,4 l cSfe o "z-44 interest in property: Name and address of fee simple titleholder: 7. Persons within the state of Flonaa designated by Owner u om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: E. In addition to himself. Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(6). Florida Statutes. Name and address: 9. xolration date of this Notice of Commencement: (the expiration gate is 1 year from the date of recording unless a different date is specified' Siona . - of Owne- Print Owners Nam.. Sworn to and suosorioeo peTore me tnis n . I'.ozar Iv rr: exo!rs: oC..6I364- cay a" T/ 1/'. 2C. Precarec. hv Acores:: q ,VQ) �•- •,i 7 ,r,4 t2'C._ . 3.3 Total Fee Now Due $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax; (305) 756.8972 BUILDING PERMIT APPLICATIOI [ FE bar FBC 2001 Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name % /1 / wi/ s S /'' 1 ` � : e- <.'/C 5 Code Enforcement $ Structural Plan Review. $ (Continued on opposite side) Miami Shores Village Building Department 7 � '; e' County Miami -Dade NO Permit No. \, I Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 7> r= Cc- lo t_:t is c Phone # 3 C S /.7. / (.( e/ Owner's Address - / /, f .. C1 i ,S / l City ///,', 4 -; / . _C / "- . 4 (_; State Zip Tenant/Lessee Name Phone # Zip /. Phone # J S " ?Pt - t 0 ; Square Footage Of Work: Contractor's Address -i / 1C "' 2 (' f , .'�- 1:;f41 _ City ? ' ,/- State Zip ( -i( ' >�� � J�� State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition Alteration ❑New t ❑ Repair/Replace [I Demolition Describe Work: --2 4/ /Pc cr- r' 6 61/e. cg 1 S R * * * * * * * * * * * * * * * * * * * * * * * * * *** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Z G -7 0 (- - CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ (, • 7 Scanning $ Radon $ Zoning Bond $ 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 ELECTRICAL 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 .osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenc j Ii posted oti� the inspection will not be approved and a reinspection fee will be charged. Signature /`� Signatur Owner The foregoing instrument was acknowledged before day of `, tf/ ,20 q who is personally known to me or who has pro uced who is personally known e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Print: My Com • ".; .;•�xpis: iam.ary n, Zoo9 M C y ommissio As identification and who did take an oath. Contracto The foregoing instrument was acknowledged before me this / day of ' , 20 &4, by /z C C . APPLICATION APPROVED BY: chc 05/13/03 ce 0/0 Plans Examiner Engineer Zoning Miami Shores Building Department I _1 Product Approval Schedule / Comparison Chart Address: 7 tE qi S i , Permit No. 66 o. Zg 4 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Yes / No Impact Yes / No in or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF Pressure ( +) PSF ( -) PSF Size l'es / No 1 5 0i S ri 1 )1 x 3Z 117. )s �-- \jU �_1 - S 4 --5- ') aX Sri U 3 4 t 1 l' a 'X lc\ 9 / ..is t , t )(g6- UM OD [ --------- = 0 0 c � CD ca 3 X - / /i.X q 3 S y 7 „5Y;4 S'01- 38 X y /Ls /0 /ea /„17 /1 / xgo. / X �. /2 -7 5 J / P-1 . ?',Y 69,2 /f 303 / 7 ,K 29 / 9/ sT" 7 c - 'Il � / 1 7 /1/4--// 4 7 �'j /3 , a 6 ;/"- -7 6" 6 / - 6.4co 0 / Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the HPMA / Performance System 1" Aluminum Accordion Shutter under Product Approval number 01- 0328.02. This letter authorizes 9 �s /L'r��i � qS to use our HPMA / Performance System 1" Aluminum Accordion Shutter under number 01- 0328.02 to be used at the following job: 79 f/, tE. 9 i ,S77 Sincerely, ACCORDION SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Victor V. ' ruz President OR Enrique Revilla Vice - President 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. M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels and Accordions, Inc. 14475 N.W. 26 Avenue. Opalocka ,FL 33054 The expense of.such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0328.02 EXPIRES: 04/23/2006 APPROVED: 04/23/2001 \\ s04500011pc2000 \\templates\ notice acceptance cover page.dot MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: "HPMA / Performance System 1" 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 reconitnended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. • This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to ,perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately.. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to mq,et the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office s Lf 3. LIMITATIONS Florida Storm Panels & Accordions, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 01- 0328.02 04/23/2001 04/23/2006 1. SCOPE This approves an Aluminum 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 indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -069, titled " HPMA / Performance System 1 Accordion Shutter ", prepared by Tilteco, Inc., dated March 26, 2001, signed and sealed by Walter A. Tillit Jr., P.E., sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 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 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 ". 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. • Florida Storm Panels & Accordions, Inc. ACCEPTANCE No.: 01- 0328.02 APPROVED EXPIRES NOTICE OF _,CCEPTANCE: STANDARD CONDITIONS 04/23/2001 04/23/2006 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical, as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as . an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all 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 J 2 and this last page 3. END OF THIS ACCEPTANCE lit Helmy A a kar, P.E.- Product Control Examiner Product Control Division ( FLOOR SILL SCALE : >/V _ t • SCALD 4/r - 1' AO WALL HEADER 61t INVERTED) SOME :.)i/6' - I • © MALE /FEMALE BLADE 1 -5 • Ma. AS APPUiABLE --•+ ®ALUMINUM/ ANGLE scut 44r' _ ,• 2.000 **v. AS APPLICABLE Q1 ALUMINUM ANGLE SCAM JAY - r ,.338' 2.J62 - 1.043' ----2068'-- - .591' .066'-• TYPO 1727 - ,.19, 3.700' .068 117 © CEILING HEADER SCALE : 4/6' - I • a © MALE/MALE BLADE =Le 3/6' -/' JO BRASS NICKEL PLATED PUSH BUTTON LOCK i r ■-.060' • • t ® THRESHOLD TRACK 0 ADJUSTABLE SILL ADAPTOR STILE : ..vr 1 STILE : 3/8' - /' © WALL SILL sour : JIB' - 1• .060' 751' .149 -- 3.234' .430 $ Cr� L!i 5/16'1x1' S.S M.S. /PLASTIC KNOB LOCK .591 QF 90• STARTER 5C41 .M 3/11' { © FEMALE CENTERMATE BLADE Q H MALE CENTERAUTE BLADE scut 3/b• - 1• .BUMF vet' - 1' T -- OK LOCKING PIN (OPTIONAL) scut 4/r - 1' QO FLOOR SILL scat : ,>✓e• - ,' ©1 180' MALE STARTER SCALD 3/A• COMPONENTS Linn.) © INTERIOR HANDLE (OPTIONAL) STALE sir - ,• /1 TILL Y TESTING t ENGINEERING COMPANY SW KR no.. s.Se.� ma t/7. wow GU4Y1L; R JJft! Hear : 03III470-1 . : (M5.071 -I3J, E9- 0006719 WALTER A. TAUT Jr. P. E FLORIN Gc l 44167 Gf7MEla!IL Na1� 1. THIS ACCORDION SHUTTER HAS BEEN DESIGNED M ACCORDANCE WITH TAE MLAIN -D4DE COUNTY, 1994 EDITION OF THE SOUTH Romm BUILDING 000E. OES701 NOD LOADS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 -84, MATH 110 m.p.h. BASIC WINO SPEEA ACCORDION SHUTTER'S S ADEQUACY FOR IMPACT ANO FATIGUE RESISTANCE WS BEEN VERIFIED M ACCORDANCE M47H SECTIONS 2315 & 2314 RESPECTIVELY OF 774E ABOVE MENTIONED CODE 2. STALKLESS STEEL SHEET METAL SCREW' USED AT LOUVER PIN SHALL BE 14 x 31 410 -HT MINOAN SERIES W/ 735.0 ksi YIELD POINT & 180 ks' TENSILE STRENGTH. SCREWS SHALL BE COATED M17H MAN 5000 SERIES FLUORO OLYNER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. L ALL ALUMINUM EXTRUSIONS SHALL BE 6061 -r6 6005 -T5 OR 6105 -75 ALLOY WITH MINIMUM I1ETD STRENGTH OF F}' ■J50 bL 4. ALL SCREWS 10 BE S ANYESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD POINT ANO 90 ksi TULLE STtENGTIL S ALL ALUMINUM M POP RIMS TO BE 5092 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEIN DARN .35 kol MINIMUM MPNMAUM YEW PONT. 7. ANCHORS TO MALL °HALL BE A5 FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO DOSING POURED CONCRETE - 1/4' 0 TAPCON. .4S MANUFACTURED BY I.T.W. BAUD( OR ELCO ThXTRON, AND 1/4'0 144.19-SET TAPCON. AS MANUFACTURED BY L.T.W. SUILA - 1/4' • CRETE FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO IFJI7ROM - 1/4' 0 x 7/8' CALK-I4 ANCHORS AS MANUFACTURED BY POWERS RAMC FASTENING INC. NOTES: .4.1) MINN EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONLYE/E IS 1 3/4' A.2) 7/8' GILx -1N ANCHOR3 BE ENTR Y EMBEDDED INTO 17E POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMMTTEO. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE E7057TNG WALL 01? FLOOR, ANCHORS SHALL 8E LONG ENOUGH TO REACH 774E WIN STRUCTURE B E H I N D S U C H P N F L £ A N C I K X R A G £ S H A L L B E AS INDICATED O N N O T E S A 1 & A2 (8) TO FXISITNG CONCRETE BLOCK WALL: - 1/4' s TAPCON, AS MANUFACTURED BY I.T.W: BULDEX OR ELCO TEXTRON. AND I/4 , M4M -SET TAPCON, AS MANUFACTURED BY 1.T.l BUILDDL. - I /4' / CRETE FLDL SS4 ANCHORS .45 MANUFACTURED BY ELCO TEnRON. - 1/4' s x 7/8' CALK-LN ANCHORS .45 1.44NUFACIUPED BY POWERS RAWL FASTENING, INC. NOTES; 9.1) MINIMUM EAIBEDAIENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS 11470 THE • • • • • CONCRETE BLOCK UNIT SHALL BE 1 t /4' • . • • 9.2) 7/8' CALK-IN ANCHORS SHALL BE E]N7TRELY EMBEDDED INTO THE CONCRE7i EMOCK UNIT. NO E71BEDUENT INTO STUCCO SHALL 8E PERMITTED. . • • • • - I /4' 0-20 SCREWS USED SHALL 8E 1 1/2' LONG MINIMUM SHOULD S7UC�0 VET .44 • • 1' MINIMUM FOR MALLS WITH NO STUCCO • • • • • • • a3) IN CASE TAT PRECAST STONE OR PRECAST CONCRETE PANELS BE F08/0 ad !HE COSMO . MALL. ANCHORS SHALL BE LONG ENOUGH TO REACH 17E WIN B6t6NO HCH PANELS ANCHORAGE SMALL BE 1 1/4' IOWA M FOR AMC1ORS Yf� HIV Q 1.), St a 4 7/6 • .• • 0 FOR ANCHORS MENTIONED IN 82.). (• 3 3 3 3 • • • • (C) ANCHORS WALL 8E INSTALLED FOLLOWING ALL OF THE RECOMOIOA17ONS AND & ECARClRO, • • • . • OF 174E ANCHOR'S MANUFACTURER & SHUTTERS COMPOiNEMS ARE PATENT PENDING • • 9 IT SHALL LIE THE RESPONSIBILITY OF THE CON7RACIDR TD VERIFY THE SC 80 174t ....• STRUCTURE war SHUTTER 6 TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER • STALL ONLY 8E ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. • • •. •• • • lO A PERMANDVT SHUTTER MANUFACTURERS LIBEL RACED ACED ON THE EXPOSA)•SUR164CE OF • • • • • • THE FEMALE LS7NIERMATF BLADE (COMPONENT ONE LABEL SHALL 8E PLACED FOR EVERY • -' I LABEL SHALL 17040 AS FOLLOWS PERFOANCE S)S701 1 ACCORDION SHUTTER' FLORIDA 57011/4 PANELS .k ACCORDIONS. INC OPAL001G4, FL 33054 MAY -0400 COUNTY PRODUCT CONTROL APPROVFA Af%t M. 2 FLORIDA STORY PANELS & ACCORDION INC. 14475 NW 26 APE OPALOCKA. FL 33054 DAN A 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Z3 �� BY DATE ffirli ',��/ PRODUCT C ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Ot . nZ HPMA /PERFOMANCE SYSTEM 1 ACCORDION SHUTTER MIAMI -DADE COUNTY MIT AS SHOWN SCALE 3/28/07 DATE 01 -069 DRAWING No SHEET 1 OF 6 • . • • • • • • (rl•••• • • SEE Sa-EDULE ( -- -FOR Min. SEPAR117ON TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SCALE : J/8' s 1 PCKI ED CONCRETE OR CONCRETE BLOCK MALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION A 114xJ'££1M.S W/ 7/10- • x 7/8' LONG MtON BUSHING (Typ. TOP A BOTTOM) /14/2'11 © £ r-- MP Lr BOTTOM) I\ 1 II II II II ry I 'OPRONK 111 ir, j TOP /BOTTOM) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED POURED CONd4E/E REQUIRED rjerzA ,ir p / 14xJ•S£SM. ,... 0 ��� ONG 7 ' � I 1 (TYP` 1W A 9Qr1DM) l_sEr SCHEDULE FOR Min. SEPARATION TO GLASS © ki i i ..r l OPTIOVML I... b➢ /�) 14 x 3/4' S S L.. £M. S • 12 G • r Adt- CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 8 SCALE : J /8' - 1' APPROVED AS COMPLYING VUTH THE SOUTH FLORIDA BUI ' NG CODE DATE • 'Z • BY PRODUCT �' • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 01- 03 L Sr • Q Z EDGE OF SLAB IF APP.IG1BLE 4 14x1'1 £ £M.£(1). TOP a BOTTOM) 0 CONCRETE COYVCR ) FLOOR i TALLATIO 81 = 1' EDGE OF SLAB IF APPLMGBL£ / 14x1'1 S. £M.£ (7)µ TOP O BOTTOM) /1 77L1./T TESTTN9 t ENCIN(EMNG COMPANY MSS It NI 3S s., Stu 217. WOW CAROM IL 331U Maw : (300)871 . Far : (305)871 -1531 EB- 0000719 WALTER A T1UJT Jr. P. E. FLORIDA Lie. # 44187 CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS SCHEDULE) SEE SCHEDULE_ FOR Min. SUARATION 10 GLASS grit Ir r 000sn o POURED CONCRETE REQUIRED SCALE : 3/8' - 1' POURED CONCRETE REQUIRED LONG NYLON BUSHING & , 1 (r TOP & BOTTOM) II II II 11 LJ CEILING & FLOOR MOUNTING INSTALLATION SECTION 92 EDGE OF SLAB IF APPLICABLE /14x3'£££M S W/ 7/18' I x 7/8' 1 / 14x 1' 1S.S.IL1 (1112- BOTTOM) • • • • • •• • •••• • • •••• (per•• ! oP/BOr J s4 . • • • IM • • • •• • i EDGE OF SLAB IF APPLICABLE "HPMA/PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PANELS & ACCORDYIONS. NI. 14475 NW 28 AVE. OPALOCKA, fL 33054 air • • • MIAMI -DACE COUNTY •••• ••.• •• • • • • •. • • • • . • •• • • • • • • • •••• • •••• •••• • • •• AS SHOWN SCALE 3/28/01 0A1E 01 -069 DRAWING No SHEET 2 OF 0 EDQE OF SLAB 8 APPLICABLE SCHEDULE) REQUIRED E D i • / 14x3'£11 MLS ' W/ 7/18' I x 7/0' LONG 7.15.1k YLON BUSNG HI (7)µ TOP O N �� BDTfOM �•�- I I BNUxc 1..1 W W L sEE SCHEDULE FOR Mh. SEPARATION TO GLASS POURED CONCRETE CEILING & MOUNTING IN SECTION SCALE . J/D' MITRED CONCRETE "OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE ) II II Tr II II 4 1 (II POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 ._____FriR . SEPA X E SEE Min. SEPARATION TOG ASS CONCRETE ANCHORS (sEE saiEDUtE) 1/4' I -20 S. S BOLTS W/ NUT & WASHER O 9° O. ' C. OR /14x4/4'1 S S a 1 0 a 1' Min. t OPROMAL TOP/BOTTOM) 114xJ'S11 • x 1. 1 W/ 7/1r F 7 BUSHI Mgt 7103 O 1 B0770AI) 1/4' 0-20 1 1 BOLTS W/ NUT & 0 9 0. G OR /14 x J /4' S S S AL S 0 9'a G 8 BUILD —OUT INSTALLATION — SECTION C SCALE : J /8' w 1' j 14 x 2 S. 1 AL S (1» TLIA & BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE POURED CONCRt7E OR CON CRL7E BLOCK WALL REQUIRED ccvaser ANCHORS (SEE SCHEDUUL) L SEE SCHEDULE FOR Arm SEPARATION— TO GLASS a AL S. TOP O' Q 0 #00r @or 1 - ► • • /1 ifliINC. \ TILT TESTTNQ a ENGINEERING COMPANY 0565 Kit SO M. SGa 117, MGM CAROM FL 33161 Fl6mw : (305)671 -15MI , fu : (303)671 -1531 EB- 0006779 WU.TER A. 171117 Jr. P. E FLORICA Lic. 44167 � K 0 > $ >( > 1 3 ).C i t , I C> 1 -®cir® z — Oort) ► TOP % BOTTOM (OPTTOML) TYPICAL ELEVATION N. T. S HPAU/PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PARIS & AC1t;ORAVIA At 14475 NW 26 AVE OPALOCICA, FL 33054 mar act a■ 1 SEE NOTES ON SHEET 4SPEt7fXaT10 LS NG •••• • • • • •••• • • •• • • • • •• • •• • • •••• • •••• •••• • • • • •••• •••• •• • • • • • • • •• • •• • •• • • • • • • •••• • • • •••• • • • • •• • •• •• • • APPROVED AS COMPLYING VAIN THE SOUTH FLORIDA BUILDING CODE DATE 1 ! • BY `�i"' PRODUCT �' - OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 03 2.$ • Z MIAMI -DADE COUNTY •• AS SHOWN SCALE .3/26/01 LUTE • 01 -069 DRAWING No SHEET 3 OF 6 1/4' 0-20 1 S. BOLTS W / Nur a W • 9.0. G BUILD —OUT INSTALLAT ION — SECTION C1 S :J/1,' Cy I I I . I II II L1 / 14x2'1 1 AL 1 (1yp. & BOTTOM) ¢1r / 14x3'11 S 1 W 7/16' 0 x 7 LONG NYLON BUSHING (lip. TOP BOTTOM) n I I i I - E id { I I BU1H BUSHING TOP/BOTTOM) /14 x 3/4' 1 S SAL 1 0 12' 0. G MAL 1/4' 0-20 S 1 BOLTS W/ NUT & WASHER • 9' O C: OR 114 x 3/4' S S. 1AL10. G • • • CaNCRt.7E ANatoRS O 18" a a POURED CONCRETE REQUIRED SECTION e SCALE :J/8' = 1 ' 1TE : .71O.' rC710NS SHOWN CAN BE COMBINED SUIT ANY INSTALLATION. /14 x 3/4' 1 S SALSORJ /18'I Ali m. POP Rht7S 0 9' a a 0».) 2• x 2 ' x .125' ALUMINUM TUBE 2 "x2'x.125' ALUMINUM TUBE or (SEE NOTES) SCALE : 5/8' - 1' /14 x 3/4' S S £ALSOR3 /76'0 Alum POP RATS • 9' a a (T 1' x 1' x .062' Cont. Alum ANGLE (0 SECTION El SCALE : 3/8' = 1' 7• 1"x.062' Cont. AAun. ANG<E SECTION D SCALE : 3/8" * 1' SECTION 01 (dt MULTIPLE SHUTTERS) (OPTIONAL or() (SEE NOTES) 2'x2 °x.125° ALUMINUM OE SECTION E2 . SC•L.E : Vs" • r ' E0. POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED CONCRETE ANCHORS • rp' a a /14x3/4'1 M. S OR 5/18 0 ALUM POP RIVET • 9' a G 1111 OR 1 1r2' OR 1 r/2' x 1 1/2' OR 1 1 /2'z x2'OP2'x3'OR2'x4' OR 2' x 5' x .055' A6n. 1HICK Alum. Alu ANGLE CONCRETE ANCHORS ® ® © • 1 B' a c. /1 tTNC. \ TUT 11:17/NO & ENOINEEVIN0 COMPANY 8540 It* 3&. SL, S1•. 217. MOO CARDati IL .1.1/48 Phase (.1�)I71 -1170. 7 : 009)871 E8 - 0006719 WALTER A MLR Jr. P. E 04 FL0 Lie 44767 NOTES FOR LOCKING OF H & 1 -PUSH BOTTOM LOCK J MAY BE USED FOR INSTALLAT7ONS SECURED FROM TH OUTSIDE OR INSIDE OF SHUT tut. WHEN INSTALUNCQJ M 7HE OUTSIDE A 7/8 ° 0 HOLE ED SHALL BE DRILL AT H ANTI® MUST BE RNE7ED FROM 7HE BACK OF QH TO 7H FRONT W/ (2)3/16'0 ALUM. POP RIVET T S A 3 8 0 HOLE MUST THEN BE DRILLED AT © TO ALLOW FO J PI 70 PASS THRU. TA WHEN INS NG J FROM THE INSIDE QJ MUST BE RIVETED 70 T W/(2)3/76 • ALUM. PO R A 3/8 "a HOLE MUS THEN BE GRILLED THRU HAND ti TO ALLOW FOR 6 PIN 70 PASS THRU. 2- 5/16'x1' LOCK © MAY BE USED ALTERNA77VELLY TO J LOCK FOR NSTALLA770NS SECURED FROM THE OUTSIDE OR NSIDE BE OF SHUTTER. II TAPPED TO AC � 18 T HREADS / PER INCH CHINE SCREW. OW OR 11v2 OR 1 1/2' x 1 1/2' OR 1 1/2" x 2' OR 2' x2'OR2'x3'OR2'x4' OR 2' x 5' x .055' Min. THICK Alum. ANGLE • • •••• /14x.//4 "1IL S OR •••• 3/18 I ALUM. POP • • • RIVET • 9' a a • • • • • ALTERNATE CLOSURE DETAIL ::w / HPMA/PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PAAEYS k ACCORDION IM . 14475 NW 26 AVE OPALOCKA. FL 33054 ant •• 1 dlr SCALE : J/6' • 1' • • • • • •. • Art Ma 1 oa�IION • • •••• • .. • • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA � 7. o! BY PRODUCT • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C) 1 -O3Z$• 6Z MIAMI -D4DE COUNTY dre CONCRETE ANCHORS 0 9' a a • •••• • • •••• • • •••• •••• • • • •• • AS SMONAN SCALE 3/26/01 DATE 01 -069 DRAWING No SHEET 4 OF 6 _ ONE SIDED SECTION : END CONNECTION DETAIL (4) J Alum. /16' • A. POP M S. 1 o) 4xJ /4 �� ? ' x 2'X.125 "x © TUBES' SW / Ahrn ANGLE 1 ' x .062' 'i , Coat Hum ANGLE E DGE OF SLA8 14 x 5/4' S. S CONCRETE ANCHORS AL I OR J /16' / C4. ANGLE Alan. POP RIVETS 0 9'aC.(TAO r'- r' x 1' x .082• Cont. Alum. ANGLE SCALE : 3/8' • I' ISOMETRIC (CORNER POST) (Ty p. AT TOP & BOTTOM SLABS) • • • • • • •: • • • • MAXIMUM DESIGN LOAD "W (p.s.f.) MAXIMUM SHUTTER SPAN FOR SECTIONS 1' (R.) MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS B. 81. 82 C k C1 A • .• 40 14=1' 12-5' 3" J" . 45 1.3=8" 11=8' 3' 3' 50 13=0" 11' -1' 3' 3' 55 12=5" 10' -7' 2 3/4" 2 1/2' 60 11 ' -10' 10=1* - 2 3/4' 2 1/2' 65 11' -5" 9=9" 2 3/4" 2 1/2' 70 11' -0' 9=4" 2 3/4" 2 1/2' 75 10--r 9=1" 2 3/4' 2 1/2' 80 10' -3" 8=9' 2 3/4' 2 1/2' 85 10' -0' 8' -6' 2 J /4' 2 1/2' 90 9=8' 8' -3" 2 3/4' 2 1/2' 95 9=5 8=0" 2 J /4' 2 1/2" 100 9' -2" 7' -8" 2 3/4' 2 1/2" 105 9' -0" 7=4' 2 3/4' 2' 110 8=9" 7'-0' 2 3/4' 2" 115 8' -7' . 6=8" 2 3/4" 2' 120 8'-5' , 6=5" 2 3/4' 2' 125 8=3' 6=2" 2 J /4' 2' 130 8-1" 5-11' 2 3/4" 2' 135 ,7' -10' 5=8' 2 1/4" 2' 140 7=6' 5'-6" 2 1/4' 2' 145 7=3" 5'-4' 2 1/4" 2' 150 7' -0" 5=1" 2 1/4" 2' 155 6-10' 4-11" 2 1/4" 2' 160 6' -7' 4 2 1/4 2' 165 6' -5" 4' - -8" 2 1/4' 2' 170 6' -2" 4=6' 2 1/4' 2' 175 6'-0' 4' -5' 2 1/4' 2' 180 5' -10' 4=3" 2 1/4' 2' 185 5' -8" 4=2' 2 1/4" 2' 190 5-7' 4-1" 2 1/4' 2' 195 5-5' 3=11' 2 1/4' 2 200 5" -3" 3'-10' 2 1/4" 2' 205 5' -2' 3=9" 2 1/4' 2' 210 5=0' 3=8" 2 1/4' 2" 215 4=11* 3' - -7' 2 1/4' 2' 220 4' -9' 3=6' 2 1/4' 2' 225 4' -8' 3=5" 2 1/4" 2' 230 _ 4' -7' 3' -4' 2 1/4' 2' MAXIMUM DESIGN LOAD W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5'-0' OR LESS 5' -0' TO e• 8' -6' TO MAX. ALLOWED 5'-0' OR LESS 5-0• To o•-6' e' -6' To Mm. JLLOWED FROM 40.0 TO 80.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 g 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 4 3 9 9 9 9 5.5 5 9 9 9 9 8.5 6.5 FROM >75.0 TO 90.0 9 8.5 8.5 9 - - 9 8.5 8.5 9 4 4 9 9 9 9 5.5 5.5 FROM >90.0 TO 120.0 9 7.5 7.5 4.5 - - 9 7.5 7.5 6.5 3.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - 3.5 3.5 - 9 9 - 5 5 - FROM >170.0 TO 230.0 8 8 - - - - 8 8 - .35 .15 - 9 9 9 - 5 5 - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0' OR LESS 5'-0' TO 8' -6" 8' -6' TO MAX. ALLOWED 5 -0' OR LESS 5' -0' TO 8' -6• e' -5' TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5.5 9 9 9 9 9 8 9 9 9 9 9 9 FROM >90.0 TO 120.0 9 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9 FROM >120.0 TO 170.0 9 9 - 5 4.5 - 9 9 - 8 6.5 - 9 9 - 9 9 - FROM >170.0 TO 230.0 9 9 - 4.5 . 4.5. - ' 9 9 - 6.5 •8!5 ' - ' 9 9 - 9 90 ' 1 - MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALL TIOIS TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5 -0" OR LESS 5• -0' TO 5 -6' If-6' TO MAX. ALLOWED .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 9 9 8 7 FROM 9 8.5 7.5 >75.0 TO 90.0 8.5 9 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 9 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/21. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" MAXIMUM DESIGN LOAD "W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5 OR LESS 5 - 0' TO 5 -6' 1.11 m �� 5'-0' OR LESS 5'-0' To 5 -6" Ri FROM 40.0 TO 60.0 9 9 9 9 9 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 6 .15 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 FROM >75.0 TO 90.0 9 9 9 9 4 3 9 9 9 9 55 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120.0 9 7.5 7.5 7 - - 9 7.5 7.5 9 3.5 3.5 9 9 9 9 5 5 FROM >120.0 TO 170.0 9 7 - 3 - - 9 7 - , 4.5 3 9 9 - 6.5 4.5 - 7 7 - - - - FROM > 170.0 TO 230.0 7 7 - 3 3 - g 9 - 4.5 4.5 - -IMUM DESIGN PRESSURE RATING "W (p.s.f.) AND CORRESPONDINQ MAXIMUM SPAS' " SCHEDULE, ' FOR SECTIONS A , 82, C & C1 ON SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WrTH ASCE 7 - 88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. 81, 82 ON SHEET 2). /1 irNC. \ T1LLIT iTllflNG t ENGINEERING COMPANY ON Alt .SOYA St, 510 717. ARCM GAROOd. 11 .1.1100 Rums : (.70.1J479 -9510 . fa : (10.7)071 -9311 E8- 0006719 WALTER A. 11LUT Jr. P. E FLORIDA Lk. [ 44187 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (jn.) SCHEDULE.. + ANCHORS LEGEND HPMA/PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA STORM PANS & ACCt fVN5 INC 14475 NW 26 A. OPALOCKA. FL 35054 1 (VALID FOR SECTION C ON SHEET 3). 0111 SIX 9r i TAPCON' bg' • ; MAXI -SET TAPCONS CALK IM CRETE-FLEX 954 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • hZ L ± • BY .ire i. PRODUCT C ' OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0.t4 -�3 Z6. 0oamo. •••• • • •••• • • • • • • . • Our •••• •..• • • • • •• • •••• • • •••• •• • • • • • •• • •••• • • • •••• •••• • • • •• • MIAMI -DUDE COUNTY AS SHOWN SCALE 3/26/01 DATE 01 -069 DRAWING No SHEET 5 OF 6 MAXIMUM DESIGN PRESSURE RATING "W' (p -s.f.) ANQ 1 :I:a -.• .► ••: .. Lit. 514 (VALID FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING 'V (p.s.f.j ANQ CORRESPONDING MAXIMUM ANCHOR SPACING On.) SCHEDULE. + (VAUD FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSUR CORRESPONDING MAXIMUM ANCH (VALID FOR SECTIONS 8, 0-4/ - R J £.V i LAG SCREWS 0 8' a a In COSTING N000 HMO? R r. /14xr££ £ MA £ W/ 7/16' 0 x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) WOO HEWER REQUIRED SEE SCHEDULE FOR AM. ALTERNATIVE 1 2'y 0 0 `1! j ryt ''''' ''' " ! � ri1� . Ik ,... , it I ' EP � / 14 x J/4' £ £ • ML £ s 6a a ALTERNATIVE 2 • • WOOD HEADER REQUIRED t _ SEE SCHEDULE FOR Min. SEPARATION AL TERNA TI VE 5 / 14x!'££ £ M. S. (Typ. TOP & BOTTOM) tad OPTIONAL BUSH/AC (TOP /BOTTOM) WOOD, SKID O 1' x 4' x 1 E' (Wn.) 6063 -73 Nuns. 24 a G MIL _ NB£�Cant 7 12 ,,, 1/4 0 x 5• LAG REQUIRED. � � , , W / 2' 0' (ANDWIDIN OF PENETRATION {N/D EXISTING STUD. I /4 LAG SCREWS • 6' 0. G W/ 1 1/2' Min. PENETRATION 70 EXISTING NV00 HEADER I/4' 0-20 £ S. BOLTS W/ NUT & WASHER 0 9' 0.0 1141.7 W/ 7 /l6 0 x 7/8' LONG NYLON BUSHING FLq 0),. I()P .A' 9077014) ^/1412'££ & BOTTOM) 70P SCAR' 1/4=1' WOOD STUD 0 24 0. E MAX i ROOD HEADER ALTERNATIVE 4 SEE SCHEDULE FOR At SEPARATION /14x r££ S Al. £ W/ 7/16' • x7/8'LONG MOFr BUSHING 1/4' 0 x 3' LONG _LAG SCREWS 0 6' a C W/ 1 7/2' Min. PENETRATION TD DUSTING W000 HEADER ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A /14xJ/4' S.S. £M.£ 06'O.C. MM. pzq Y SEE SCHEDULE FOR Min. SEPARI RON ALTERNATIVE 3 1/4 0-20 £ £ BOLTS w/ NUT O WASHER 0 9' a aOR /14x .7/4 • £ £ £1 £09'00. 114:3'.1S118.1 W/ 7/16' 0 x 7/e• LONG NYLON BUSHING (Typ. TOP & BOTTOM) -/ 14 x2•£ £ £AlS. & BOTTOM) hLd OPTIONAL BUSHING j( /H 1 • MNn W/ NUT & WASHER 0 9' /14xJ/4£S aaOR /14x./4' SAL £ OB aC; ££ M.£09 • 0. a 1 0 f4 is ! i !p A 1 Y $a 0 • ALrt. / 14x2' ££ S. AL -�� j OPTIONAL BLtSHlNAG trL 2'4 x J /4 S.S. £M.£ • tr a a 7/4' 0 -20 £ S. BQL1S w/ NUT & WISHER • 9' 0.COR 114x3/4'£ £ £AL£09'a0 1''x• x 1 � (16n.) 6083-13 Alum M 0 & OI ( STL I J ((1 *10774 OF STUD) MHO w/ 2' 10,. PENt7R.4 INTO D3S1EMG S1U0. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS - 047/0/ 74 x 3/4' S . S . M . O B' a C. SEE SCHEDULE MR Ain. SEPARATION ALTERNATIVE 1 SEE SCHEDULE FOR Min. SEPARATION f, 1/4' 0 LAG SCREWS W/1 1/2' AGn. PENETRATION 0 9' a C ALTERNATIVE 2 WOOD TRUSSES 011 RAFTER O 24 0. a REQUIRED AL MOU INC I. S A 1 • x 4' x 1/6' (WO W/ (2) 6 0x4' LONG LAG SORE'S 10 EACH RAFTER OR TRUSS. LOCATE SCREWS AT WDWl0TH OF 2'-s - -- G WOOD MEMBER 2 Wm NOMINAL WIDTF1) 2' Min. PENETRATION /1413'£££M.£W/ 7/16' • • 7/e• LONG NYLON BUSHING (Dip. TOP & BOTTOM) /14x2 S ML£(70.TOP & BOTTOM) apnoNAL (TOP/Bu118M) /14 1 J /4' £ SEM£• �^ 12' 0. C. DECK REQUIRED (NO FINISH ALLOWED) I0 SECTIONS sake 1/4=1" /1 it1jNC. \ TILT TESTING & ENGINEERING COA0PANV 6595 KW. J1/6 3f, SIa 277, t1 94 CA•004 R. 31169 Mona : (]06)571 - 1716 . Fa : 00.5)671 -1771 EB- 0006719 WALTER A. MIT Jr. P. E 17-0R104 Lie ! 44167 1/4 LAG SCREWS W/1 1/2' Mn. PENETRATION 0 6• a a WALL/FLOOR/CEILING MOUNTING SEC71Oh5 CAN BE COMBINED PI ANY WAY 70 SLIT ANY ISTALLAITON. 2621E5 : 1. IVSTALIAT7ONS ARE ONLY YAW FOR INSTALLATIONS WITH OES7OF1 W7N0 LOADS LESS THAN OR £OLAL TO 75 pµ6.4. ANO 9' -0' Max. SHUTTER SPAN 2. FOR NEW 0000 FRAME CONSLRUC110N: W000 MEMBERS TO BE SOUTHERN PINE Na 2 W/ SPECIFIC OE1ISTTY OF 0.55 OR EQUAL. 0 FS ALTERNATIVE 3 • • • • • •• • HPUA /PERFOMANCE SYSTEM 1 ACCORDION SHUTTER FLORIDA stow PAMELS & AACAfArav4 tie 14475 NW 26 AVE OPALOCKA, FL 33054 DAN 1 4 0 BUBH64 r x 8' WOOD DECK REQUIRED NO fTNISH ALLOWED) • •• • • •• • • • • • • • • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATA 0 Z. co BY PRODUCT CO><f'fRO1 DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0.0 L$ . 0 Z OATS • • • •• •• •• • • • • • •• • •••• • • •••• •• • • • • • •• • • • • • • •••• • • • • • • • • •• • • • • • •• • M1AMh4t0£ COUNTY AS SHOWN SCALE 3/26/01 DATE 01 -069 DRAWING N• SHEET 8 OF 6 Issue Date: 2/8/2006 Owner's Name: GEOFREY GOLDBERG Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 79 91 Street N Additional Information Miami Shores Village, FL Contractor(s) Phone STAINLESS METALWORKS INC 305 - 685 -9000 Primary Contractor Yes Comments: INSTALL HURRICANE SHUTTERS ACCORDION Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/02/2007 Type of Work: ACCORDION SHUTTERS No of Openings: 17 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -2 -06 -284 Phone: (305)724 -6646 1132060130130 Lot: PB: Total Square Feet: 650 Total Valuation: $ 9,650.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $270.00 $9.00 $6.75 $293.75 Invoice Number WS - 2 - 06 - 23775 Total: NAR 0 6 PAID C Cl'S 1-4 Amt Due $293.75 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.