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SHUTTERSPhone # Inspection Date'' > 11 Approved Correction ❑ Re- Insp'n Fee ❑ u� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4 305- 795 -2204 Building Inspection Request Date Insp'n J t r 5 Pis C) Permit No. S FO e 41S 1 Name A I's.,50 n J ra ;9D: rick) i t Address a4 N.G. S T Company g X X 1 4. Ve Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 5/20/2005 Building Permit Permit Number: BP2005 -681 Applicant: ALESSANDRA FRANCHINI Owner: FRANCHINI ALESSANDRA JOB ADDRESS: 249 NE 97 ST Contractor Local Phone: Parcel # 1132060134260 Signed: (INSPECTOR) Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 17 & 18 BLK 31 LOT SIZE Fees: Description Amount FEE2005 -6403 Building Fee $260.00 FEE2005 -6404 CCF $1.80 FEE2005 - 6405 Technology Fee $6.50 FEE2005 -6406 Training and Education Fee $0.60 FEE2005 -6407 Scanning Fee $6.00 FEE2005 -6408 Submittal Fee ($50.00) Total Fees: $224.90 Total Fees: $224.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/5/2005 Construction Value: $2,500.00 Work: ACCORDION AND BAHAMAS SHUTTERS 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • BUII PER FBC 2 Permit Owner's Owner's City Tenant/!_ 4 Contractor's Company Name Contractor's Address City Qualifier State Certificate or Registration No. (Continued on opposite side) 5/ Job Address (where the work is being done) City - Miami Shores Village Is Building Historically Designated YES Architect /Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration Total Fee Now Due $ Miami Shores Village a State Department le, Miami Shores, Florida 33138 a204 Fax: (305) 756.8972 Plumbing Iv t't Phone # County Miami -Dade NO 7ti' Phone # / Zip Certificate of Competency No. ew Describe Work: Zip / Permit No. Master Permit No. Phone # Phone # Zip Square Footage Of Work: J •* •* * •••* ••* * * * * * •* •* * * * * * ** F ees * * * * * * * * * ••* * •* ••* * * * * ** * * * * ** Mechanical Roofing ❑ Repair /Replace ❑ Demolition ' C Submittal Fee $ ,j °' Permit Fee $ *i-;° , CCF $ - � L CO /CC Notary $ Training /Education Fee $ ;, Technology Fee $ ; - e Scanning $ , Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ H C rviS c; C 1& ± 1 PC—) 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 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 Owner or Agent The foregoing instrument w.ackno ledgpd befo day of ), by r who has produced e this entification and who did take an oath. as identification and who did take an oath. NOTARY PLS3LIC: Sign: Pint My Commission Exp es: in **********************4,-;k * * * * * * * * * ** * * * * * * * * * * * * APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is _ sonally known to me or who has produced NOTARY PUBLIC: t1YPye, army k�.. `iortej' Sign: - - :r� -r i s .n ' 1D323870 �•. .6r, Expires: May 26, 2008 Print: Bonded Thni MO, Atlantic Bonding Co., Inc. My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT 114I -1J C - * i . being the legal property owner, for the property tio . (9- Located at: Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me to ibrk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument Was acknowledged before me this 0 day of Wi ' + 20 0 -C who has who did take an oath. Owner Owner tinny H. Gonell Commission #DD323870 . **E. - Expires: May 26, 2008 Bonded Thru Atlantic Bonding Co., Inc. C iiT _ LIiiIij ___F -*Q__:j LJ &1771--2yr -eznrY4-td ucsr1-712 S-1 No ■ 0,N X 0 0)4 BUIE ING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awaing Company, Inc. 6865 NW 36' Ave. Miami, FL 33147 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 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 productor 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: Aluminum Hinged Colonial Shutter APPROVAL DOCUMENT: Drawing No. 99 -055, titled "Hinged Colonial Shutter ", sheets 1 through 2 of 2, prepared by Knezevich & Associates, Inc., dated May 26, 1999, last revision #1 dated May 10, 2002, signed and sealed by V.J. Knezevich, P.E. on May 14, 2002, bearing the Miami -Dade County . Product Control Renewal stamp with the Notice of Acceptance number and expiration 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 renews NOA # 02- 0315.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 0624.03 Expiration Date: August 29, 2007 Approval Date: August 08, 2002 Page I TOP 1 BOT10M 21 -1 /2" MAX. 0 11 1- ) z 7 EXISTING CONC. OR MASONRY 05/10/02 14: 12 EXISTING WINDOW SHUTTER ASSEMBLY • 0.141 AL. SHEETING 13003 -H141 W/ 04 • 1/7'• TEK SCREWS p ti' O.C. EXCEPT WHERE HINGED SCALE . 3/1" . t -1' 3 /1'• POWERS TAPPER (SEE LOCKING BAR SCHEDULE) L•• TIIRU BOLT ITYP.1 H SEE TYPKAL SIDE PAN- TO 00110/1 RAIL DETAIL STORM BAR LENGT TYPICAL ELEVATION (TWO PANEL UNIT) SCALE . 3/r • r -r ()TOP L BOTTOM OF STORM , BARCI1TYP. p EACH STORM OARIr TWO PANEL UNIT (PLAN VIEW) 2" MIN. 3 -3/1" EXISTING STRUCTURE 1 /L -20 BOLT W/ MOLLY JACKNUT p INCH SIDE RAC SECTION A -A SCALI • 3" • r - • tl 4 -1/2 MIN. 0.040" ALUM SHEETING - ROUNDED' SHUTTER OPTIONAL ITYP.) 111R401 p 24 O.C. 0 SHUTTERS BEMINO ALUM. SHEETING ITYP.1 0.041' ALUM- SHEETING HINGE p 24 0.C. ` CLOSURE PIECE is 32" O.C. j / . ��l SHUTTER ASSEMBLY WINDOW /GLASS HINGE ASSEMBLY NOT SHOWN (SEE SECTION 0 - 01 TOP L B OTTOM I 37 MAX. • SCALE . 3 /O .T-4' @CONT. BEAM -•- --SEE SHEETING CONKCTION DETAIL STORM BAR IENGT11 TYPICAL ELEVATION (FOUR PANEL UNIT) SCALE • 3/1' EXISTING WINDOW •-E • \ \ • ,. FOUR PANEL UNIT (PLAN VIEW) WINDOW /GLASS SECTION B -B . SCALE • 3' • r - CLOSURE PIECE CI p 32- O.C. --� /‘( O O 0 1 /4 -20 BOLT L .047 AL. WASHER W/ JACKNUT IWINGNUT OPTIONAL) TYP. p EACH SIDE RAIL EXISTING STRUCTURE STRUCTURE TWO 3/14 "e STAINLESS STEEL POP RIVETS TYP. 0 SECTION C -C SCALE • 3 - r - CONCRETE FASTENERS CONCRETE SECTION 0 -0 0 FOR' TWO 121 PANEL UNITS ®OR FOUR (41 PANEL UNITS — SHUTTERS BEHIND ALUM. SHEETING )TYP.) TYPICAL SIDE RAIL TO TOP & BOTTOM RAIL CONNECTION SCALE • r • T-Y WINDOW /GLASS KALE . 3' • r -1 • i n•nLLii aILEL SECTION D -D 0 0 1/4 -20 BOLT I. .041"0 AL. WASHER W/ JACKNUT IWINGNUT OPTIONAl1 TYP. p EACH SIDE RAC • OS4SS(MOLY • 24 0.C. TWO 041 - SINS OHT(RNALLY) TWO 1/4 -10 POWERS CALK - IN W/ 1/1' EMBED. ANO 3" MIN. SPACING FOR SHUTTER WIDTHS LESS THAN OR EQUAL TO ST AND FOUR 1/4 -20 POWERS CALK -I1 WITH 1/0 EMBED. 3 SPA(540 FOR SHUTTER WIDTHS GREATER THAN ST AND LESS THAN OR EQUAL TO 114 XISTWG CONC. R MASONRY TWO vl"• 01U DEX MAXI SET TAPCON W/ 1 -1/4' EMBEDMENT IN CONCRETE OR MASONRY Ass(MeLY p 2L 0.C. u O 0 SCALE • r . 5 .1 r 1/2'• TEK SCREWS p 12' O.C. EXCEPT p HINGE 0.041' AL. SHEETING (3103 -H14) SEE PLAN VIEWS FOR LOCATION OF SHEETING IINTERIOR OR EXTERIOR) SHEETING DETAIL SCALE• - r SECTION E -E SCALE • r . r -1- Yisioa PRODUCT REVISED as complying old die Fluids BBldlat Code • Aeceptaace N. US • O S I r. Eiphrallos Date BY Division e O}. traded Cadtroi 1.041" AL. SHEETING (3003 -H141 W/ 00 X 1 /2"• TEK SCREWS p 12" 0.C. EXCEPT WHERE HINGED s 12" O.C. SHEETING CONNECTION DETAIL PRODUCT RENEWED u co.lplyl.i with Ik Florida aidlai Code Acctp4R.ce N. Di. - O 424,03 Eapintios to •1/1.‘171.467 C..trol VJ. PROM R Newt a• . i g' T 05/26/1999 drawn by MC •e•I• Al 1401(0 design by .n•.b•d e pr3 I VIN M` n 99 -055 (sheet 2 of 2 LOCKING BAR SCHEDULE ALUM. LOCKING BAR 0 SIZE MAX. SPACING "5" MAX. BAR LENGTH COMMENTS CONNECTION OPTIONS BRACKET CITY_ ANCHORS 2 x 2" x 1/8" 32" 75" - BRACKET 2 2" x 2" x 1 /8" 24" 87" - BRACKET 2 2" x 3" x 1/8" 24" 111" 3" SIDE HORIZONTAL BRACKET 2 2" x 3" x 1/8" 18" 127" 3" SIDE HORIZONTAL BRACKET 2 2 x 3" x 1/8 32 99- 3" SIDE HORIZONTAL BRACKET W/ STRAP 4 2' x 4" x 1/8" 29" 126• 4" SLOE HORIZONTAL BRACKET W/ STRAP 4 2" x 5" x 1/8" 32 142` 5" SIDE HORIZONTAL BRACKET W/ STRAP 4 CA 0 HALT SC ALE CLOSED POSITION. art POSITIVE DESIGN LOAD .55.0 PSF NEGATIVE DESIGN LOAD -15.0 PSF 0 TOP & BOTTOM RAIL 02 SIDE RAIL HALF SCAU MX' JIGS •• 4O LOUVER PLATE 3. 11415 SHUTTER SYSTEM HAS A MAXIMUM PERFORMANCE RATING OF. • .12S O 0 3O LOUVER BLADE E IIALF tCALL o. + C K01K 1101[5 HALF &CALL I 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOM BY O H URRIC ANE Z ON N�J IHV O F D T H E FLOR O CONTROL C TH HIGH VELOCITY N 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE o THE VAL DOC UMENTSIS 33X INCREASE IN ALLOWABLE STRESS WAS USED IN N N 1.. D TERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 1 -9S. x: o A DIRECTIONALITY FACTOR OF Kd •1.0 SHALL BE USED. t S. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION = FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. o 6. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61615 - 23 OF THE FLORIDA N ADMINISTRATIVE CODE. 7. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR ODES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES 1401 DEVIATE 111 EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES 0 DETAILED HEREIN. en e . ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE t. BUILDING OFFICIAL. MAY ELECT ONE OF THE FOLLOWING OPTIONS. it Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND / SEALED 8Y A LICENSED ENGINEER OR REGISTERED ARCHITECT 1JIOCH DETAIL h AND JUSTIFY THE DEVIATION. SAKI DOCUMENTS SHALL BE SUBFIITTEO TO THE O PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL I GRANTING HIS /HER APPROVAL. co co e) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND / SECURED FROM THE RtAM1 -DADE COUNTY PRODUCT CONTROL DIVISION • WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE n 20NE AREAS ONLY OPTION - B - SHALL BE ACCEPTED BY THE BUILDING OFFICIAL rn 10. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. '0 HURST AWNING CO MIAMI FLORIDA INC. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED o o 11. ALL EXTRUSIONS SHALL BE 6063 - T4 ALUMINUM ALLOY. U.O.N. 0 12. STORM BARS ARE NOT REQUIRED 1011 SHUTTERS LESS THAN OR EQUAL TO 32 - t IN HEIGHT, ONE STORM BAR IS REQUIRED FOR SHUTTER HEIGHTS GREATER THAN 6 32' ANO LESS THAN OR EQUAL TO 64 '. 13. WHERE Z -BAR CANNOT BE INSTALLED. A LOCKING BAR FROM THE SCHEDULE MAY BE SUBSTITUTED. 14. THIS SHUTTER SHALL BE PROVIDED WITH A PERMANENT LABEL INSTRUCTING THE OWNER OR TENANT TO - CLOSE THE SHUTTER AND INSTALL ALL REMOVABLE STORM BARS" AS DETAILED IN THIS DRAWING DURING PERIODS OF TIME AS ARE DESIGNATED By THE U.S. WEATHER BUREAU AS BEING A HURRICANE WARNING ALERT_ 15. A SINGLE PIKED PANEL WITHOUT AN ALUMINUM BACKING CAN BE ATTACHED ON EA((H SIDE OF THE OPENING FOR DECORATIVE PURPOSES ONLY USING 1/4 ITW out MAXISET TAPCONS WI 1 -1/4 HIM. EMBEDMENT (a EACH CORNER A1-10 32 0.C. MINIMUM SPACING. 11. ALL pQLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH cTr A HIM. r. Fy • 33 KSI OR 2024 - T4 ALUMINUM. POP RIVETS SHALL BE 3/16 - a STAINLESS 2.129 .310 L.O. ® FLAT HINGE HALF SCALE 0 ni -I2S KAU SCALE PULL SIZE VARIES HALE SCJLE 14 STRAP e 1• 1® LOCKING BAR 1® ALUMINUM ANGLE HINGE PIN HALF SCALE te-e STARFLESS STEEL .12S 2.000' I 2.500" 0 0 0 r 3 /e' • POWERS TP W/ 1 -v1. EMBED. AP 1SEE ER LOCKING BAR SCHtOULEI 1.000 T 1 SINGLE SIDE HINGE OS HALP DOUBLE SIDE HINGE HALF SCALL x_310 1.0_ rr -.100' T VP. 1. 0' 11 " Z " BAR t5o52 -ton HAt1 •KALE 3 -1/2 STRAP TO BRACKET CONNECTION HALF SCALE { 0.12S rsrave -.a_r SO43 -TB ALWL ANOL 212` MAX_ FROM EACE H 1/1. -20 MACHINE SCREW ANO MOLLY JACK NUT' 32 0_C. _ , _.....____ __ I /I. • BUILOEX MAXI SET 7 E" a i'ilFjF.-S7i J; 1 polo. ANO l" EDGE 01 ;T. ° 8• ` 4 .j • < • i I 1 ® CLOSURE ASSEMBLY • PRODUCT RENEWED as coal plying o Ile lie Florida BYWIaj Code Espleitloa Acceptance No • O 6'4 .03 MiuII • • e • • 4 • • • 4 3/8 • POWERS TAPPER W/ 1 -1/l' EMBED. (SEE LOCKING BAR SCHEDUIEI ,°) 41111111211111WIN x111111111 111 „ 4 1 4 1 -1 /l" PUN • 4 • 4 • 4 ,050 -q 31r _12S .13S 0 .i HAIL &CALF r '4 0 r 2.000 1© WALL MOUNT BRACKET PRODUCT REVISED a coosplyiog whit the Florida Biidiat Code Acceptance No ovr.oy Expire lloa D1 i 0 r 4 «t C. rol C a • • 4. • • N 6- e 9 4.1• 1i 0 0 OS/26/1999J r.(.1• lydr by l AI MO f(Oj( IK 4..IOn b MO v11 dr.rinl n•. 99 -055 sheet 1 of 2 Il 4 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date Ntunicipatity Job Address Since-rely, Aluminum World, Inc. 1767 West 37 Street tt18 Hialeah, Fl 33012 Phone: (305) 825 -1355 / (305) 485 -3464 / Fax: (305) 825 -1356 We are the Dade County Notice of Acceptance Holder for the ASSA/Ecoaomy Accordion Shutter undo; Number 03- 0423.01 and the 50mm Bertha Roll -Up Shutter under Number 01- 0522.01. This letter authorizes to use our ASSA/Economy Accordion Shutter approved under Number 03- 0423.01 at the above reference address. 0 This lec:_r authorizes to use cur 50rnm Bertha Roll -Up Shutter approved under ;.umber 01- 0522.01 a: the above reference address. Alumin rt World, l . Franc: o Rosado, President I) Thi; form mu ;: ac:o -;any the application for buil:in it and. shall bc:ome ;at of the permit documgats• 2) The authoriz:: Host ost ba: the raised eor, ara 3 —t scat of the eompan;• hol:in; the Oa:: County Nods:: of A:: =ponce N. /t,f. i 5127,/ z U BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Aluminum World, Inc. 1767 West 37 Street, (# 18) Hialeah, Florida 33012 MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: ASSA / Economy Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 - 087, titled " ASSA / Economy Accordion Shutter ", sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated April 21, 2003, last revision #1 dated April 21, 2003 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration 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 revises & renews NOA # 00 0327.06 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Helrny A. Makar, P.E. NOA No 03- 0423.01 Expiration Date: 05/10/2008 Approval Date: 05/22/2003 Page 1 MAXIMUM DESIGN LOAD W' (p.a.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9' 9 3' 9' 9' 9' 4 1/2' g' g• 8 9• 9' 3' 7' 7' 7' 5' 9' 7 . 5 " FROM 61.9 TO 75.3 g' g' 8 1/2' 9" 8" 2 1/2' g' 9' 7' 9• 9• 4 1/2" 9" 7' 3' 9' 5 1/2'4 1/2' 7 1/2 1/2' FROM 75.4 TO 91.4 9' 9' 58.6 6' 9' 3' - 9' 9'.5 0 1 20.0 9 4 1/214 1/2" e - - g' 5 1/215 1/2' ' 20.1 70 158.1 FROM 7 1/2 1/21 - 2 1/21 - - 7' 5 1/21 - 158.2 70 226.3 FROM 4 1/2' 4 1/2 - 2" • - - 5 1/2' 5 1/21 - MAXIMUM CESICN LOAD 'W** (pa.f.) MAXIMUM PANEL SPAN (ft) MINIMUM SEPARATION TO CLASS (In.) ° m • °. 45.1 12'-0' 13' -3' 4' 3' 47.8 12' 13' - I' 4' 3' 44.0 12' -0' 13'-0' 4' 3' 50.5 12' -0' 12' -11" 4' 3' 52.0 12' -0' 12' -I0' 4' 3' 5.2.4 12' -0' 12' -10' 4' 3' 53.0 12'-0 12' -7' 4' 3' 551 12' -0' 12' -7' 4' 3' 55.6 12'-O' 12' - 8' 4' 3' 57.2 12' -0' 12' -4' 4' 2 7/8' 58.6 12' -0' 12' -2' 4' 2 7/e' 58.8 12' -0' 12' -2' 4' 2 7 /e' 59.3 12' -0' 12' -1' 4' 2 7/8' 59.7 12'-0' 12'-1' 4' 2 7/8' 61.5 11' -11' 11' -11' 4' 2 3/4' 81.8 l i' - 10' 11' - l0" 4' 2 3/4' 61.9 11' -10' 11' -10' 4' 2 3/4' 83.4 11' -9' 11' -9' 4' 2 3/4' 816 11' -8' 11' -8' 4' 2 3/4' 6.17 11' - 11' -8' 4' 2 3/4' 88.9 11' -S' 11' -5" 4' 2 3/4' 67.0 11' -5' 11' -5' 4' 2 3/4' MAXIMUM O C� A LOAD MAXIMUM PANEL SPAN (tt.) MIN EMU I/ SEPARATION - O CLASS (In.) • °. • °. 91.4 67.5 11' - 4• 11' -4' 4' 2 1/2' 70.1 11' -2' 11' -2' 4' 2 1/2' 71.1 11' -1' 11' -1' 4' 2 1/2' 71.4 11' -0' 11' -0' 4' 2 1/2' 71.5 11' -0' 11' -0' 4' 2 1/2' 72.9 10' -11' 10' -11' 4' 2 1/2' 75.1 10' -9' 1C - 9' 4' 2 1/2' 75.2 10' - 9' 10' - g' 4' 2 1/2' 75.3 10' - 9' 10' -9' 4' 2 1/2' 77.0 10' -8' 10•-6' 4' 2 1/2' 77.5 1c7-7' 1C -7' 4' 2 3/8' 78.5 10' -8' 10' -6' 4' 2 3/8' 80.7 10' -5' 10' -5' 4' 2 3/8' 81.5 10' -4' 10' -4' 4' 2 3/5' 825 10' -3' 10' -3' 4' 2 3/5' 63.4 10' -3' 10' -3' 4' 2 3/8' 86.2 10' -0' 10' -0' 3 1/2" 2 3/8' 86.7 10' -0' 10' -O' 3 1/2' 2 3/8' 88.8 1 0' - 0' 10' - 0' 3 1/2' 2 3/8' 88.5 9' -11' 9' -11' 3 1/2' 2 1/4' 90.3 9' -10' 9' -10' 3 1/2' 2 1/4' 90.8 9' -10' 9' -10' 3 1/2' 2 1/4' MAXIMUM 0ESCPI LOAD 1r' (p.a.t.) MAX MUM PANEL SPAN (tt) MINIMUM SEPARATION TO GLASS (in.) • °. • °. 91.4 g' -g' 9' -9' 3 1/2' 2 1/4' 92.7 9' -6' 9' - 8' 3 1/2' 2 1/4' 93.8 9' -6' v-r 3 1/2' 2 1/4' 94.8 9' -7' 9' -7' 3 1/2' 2 1/4' 96.e 9' -6' 9' - 6' 3 1/2' 2 1/4' 98.8 9' -8' 9' -8' 3 1/2' 2 1/8' 97.7 9' - 5' 9' -5 3 1/2' 2 1/8' 100.5 9' -4' 9' -4' 3 1/2' 2 1 /e' 101.5 9' -3' 9' -3' 3 1/2' 2 1/8' 103.7 9' -2' 9' -2' 3 1/2' 2 1/8' 106.5 9' - 0' 9' - O' 2 1/2' 2 1/e' 108.8 8' -11' 8' -11' 2 1/2' 2 1/8' 110.6 8' -11' 8' -11' 2 1/2' 2 1/8' 111.0 8' -10' 8' -10' 2 1/2' 2' 114.1 8' -9' 8' - 9' 2 1/2' 2' 118.5 9' -7 8' -7 2 1/2' 2' 118.9 8' -8' 8' -8' 2 1/2' 2' 117.8 8' -6' 8' -e' 2 1/2' 2' 119.7 8 - 8 -4 2 1/2' 2' 120.0 8 - 8' - 4' 2 1/2' 2' 121.2 8' -3' 8' - 3' 2 1/2' 2' 122.5 8'-2' 8' -2' 2 1/2' 2' 1 ! MAXIMUM DESIGN LOAD lY (p.a.f.) MAXIMUM PANEL SPAN (ft) MINIMUM SEPARATION TO GLASS (in.) • M • .. 120.3 8' -0' 8'-0' 2 1/2' 2' 125.6 7-11' 7-11" 2 1/2' 2' 128.7 7' -11' T -11" 2 1/2' 2' 129.6 7-8' 7'-6' 2 1/2' 2' 130.9 T -e' 7' -e' 2 1/2' 2' 131.5 7-7' 7-7' 2 1/2' 2' 134.3 7-5' 7-5' 2 1/2' 2' 138.2 7.-4' 7' -4' 2 1/2' 2' 137.9 7-3' 7 2 1/2' 2' 140.7 7.-1' 7 2 1/2' 2' 142.8 7-0' 7'-0' 2 1/2' 2' 143.8 8' -11' 6' -11' 2 1/2' 2' 147.0 6' -10' 6' -10' 2 1/2" 2' 148.4 6' -9' 6' -9' 2 1/2' 2' 152.8 e' - 6' 6' - 6' 2 1/2' 2' 153.1 8' - 6' 6' - 6' 2 1/2" 2' 158.8 6' - 4' 6' - 4' 2 1/2" 2' 157.5 6' -4' 8' -4' 2 1/2' 2' 157.8 8'-4' 8' -4' 2 1/2' 2' 180.6 6' -2' 6' -2' 2 1/2' 2' 181.7 8' -2' 5' -2' 2 1/2' 2' 164.4 8' -1' 6' -1' 2 1/2' 2' MAXIMUM CESICN LOAD! 'W' (p.a. MAXIMUM PANEL SPAN (ft) - MINIMUM SEPARATION • TO CLASS (In.) • °. • .. 163.2 6' - 0' 8' 2 1/2' 2' 168.1 S' -11' 5' - 11' 2 1/2" 2' 168.7 5' -11' 5' -11' 2 1/2" 2' 170.0 5' - 10' 5' - l0' 2 1/2' 2' 175.8 5' - 5' - e' 2 1/2' 2' 176.8 5' -8' S' - e' 2 1/2' 2' 180.3 5' -6' 5' -6' 2 1/2" 2" 168.0 5' 5' - 4' 2 1/2' 2' 1951 5' -1' 5' -t' 2 1/2' 2' 197.2 5' -1 5' -t' 2 1/2' 2' 199.1 5' -0' 5' - 2 1/2' 2' 204.7 4' -11' 4' -11' 2 1/2' 2' 211.3 4' -9' 4' -9' 2 1/2' 2' 218.9 4' -7' 4 -7' 2 1/2" 2' 221.6 4' -6' 4' -8" 2 1/2' 2' 226.3 4' -5 4' -5 2 1/2' 2' ACTUAL E. D.= SHUTTER SPAN (ft.) MINIMUM SEPARATION (in.) LESS OR EQUAL THAN 9' -0' 2 1/2' > 9' -0" TO 10' -0" 3 1/2" > 10' -O" TO 12' -0" 4' ACTUAL E. D.= FACTOR EDGE DISTANCE 2 1/2' .75 2' .50 MAXIMUM DESIGN PRESSURE RATING • W" (RAJ.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS 8', 81', 82' & C1 ON SHEET 3 OF 9). * VALID FOR UP TO 3' -0' MAXIMUM SPAN. ANCHOR SPACING LEGEND ('; Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0" TO (1. Mnx ANCHfR SPCC; VAI Ifl F(lR CpANG nPFAT= Tt..1 AN A' -q' T() • •\ • t► 9s n (VAUD FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). NOTE: JESIGN PRESSURE RATING CORRESPONDS ONLY - 3 NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY W1TH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. 8' -6 ". Al nv Al 1 nwrn + USE TAPCON ANCHORS, ZAMAC NAIUN & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.a.f. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.a.f. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE. FOR E. 0. LESS THAN 3 ° , REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK - IN ANCHORS IS 2 1/2"). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3" O.C. TAPCON OR CALK -IN ZAMAC NAIUN TAPCON OR CAU< -IN > 75.3 p.s.f. TO 226.3 p.a.t. ANCHOR t T'GFN05 L'P TO 75.3 p.a.f. (` ?� �k✓ :1 OD 9 9 Inn•a TABLE 1 MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No03 -0 23 • 01 Ezpiratioe Date 7 O 05 By Mismi D9e1'rotivct Control " Division • F.B.C.(H.V.H.Z.) /MIAMI -OADE COUNTY /i it3M. \ TIWT TESTING & ENGINEERING COMPANY 5113 '4.W. 3011. St.. St• 217. •AMMA CMW&5. PUMA 31164 Phone : (303)671 -1170 . Fa. (303)2,71 -15.31 3 - 0008719 WALTER A. TILUT Jr., P. E. ASSA / ECONOMY ACCORDION SHUTTER Ir. 0 ALUMINUM WORLD, INC. (ASSA f 167) 1767 W. .37th STREET 118 HIALEAH. FL 33012 dn try. n. 4/21/02 acaC.4n.011 2,410 AS SHCWN SCAT_ 4/ DATE 03-0E7 DRAWING No SHEET 9 OF 9 MAXIMUM DESIGN LOAD HIV ' (p.i.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING IPS OR BOTTOM TOP O EM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 4 5.1 TO 61.8 9 9" 4a.0 9' 9' 9 4 1/2' g' 9' 8' 9' g' 52.0 7' 7 ' 7 ' 5 ' 9' 7" 5' FROM 51.9 TO 75.3 9 9' 8 1/2" 9' 8' }2 1/2' 9' 9' 7' g • 9' 4 1/2' 9' r 3' 9' 5 1/2' 4 1/2" FROM 75.4 TO 91.4 9' 9' 2 1/4 6' 9' 3' - 9' 7 1/2"6 1/2' FROM 31.5 70 120.0 9 ' 4 1/24 1/2" 8' - - 9" i5 1/2"5 1/2" II FROM 2 0.i 70 168.1 J 7 1/2'4 1/21 - J 2 1/21 - - 7' 5 1/21 - -QOM ' 58.2 7 0 226.3 4 1/2 "4 1/2" 2 1/8' - 2' • - - .5 1/2'5 1/2" - HAX:NUhl CESCN ICAO "\V" (p.i.f.) MAXIMUM PANEL. SPAN (ft.) M®NINUN SEPARATION TO CLASS (In.) • a. . 45.1 12'-0' 13' -0' 4' 2 1/2' 47.5 12'-0' 12' -8' 4' 2 1/2' 4a.0 12'-0" 12 -6' 4' 2 1/2' 50.5 12' -0' 12' -4' 4' 2 1/2' 52.0 12'-O' 12' -2' 4' 2 1/2' 52.4 12'-C' 12' -1' 4' 2 1/2' 55.0 11' - 10' 11' -10' 4' 2 1/4' 58.2 11' - 10' 11' - 10' 4' 2 1/4' 53.6 11'-4" 11' -9' 4' 2 1/4' 57.2 11' -4' 11' -7' 4' 2 1/4 58.6 11'-4' 11' -5' 4' 2 1/4' 58.8 11'-4' 11' -5' 4' 2 1/4' 593 11' -4' 11' -4' 4' 2 1/4' 59.7 11'-4' 11' -4' 4' 2 1 /8' 61.5 I t' -2' 11' -2' 4' 2 1/8' 61.8 11' -1' 11' -1' 4' 2 1/5' 61.9 11' -1 11' -1' 4' 2 1/8' 63.4 11'-0' 11 -0' 4' 2 1/5' 63.6 11' -0' 11' -0' 4' 2 1/8° 63.7 1 1' 1 1' -0' 4' 2 1/8" 88.9 10' - 8' 10' -8' 4' 2' 67.0 10'-8 10' - 4' 2' MAXIMUM DESGN LOAD ' (p a.t.) MAXIMUM PANEL SPAN (ft) HJN6YUN SEPARATION 10 GLASS (in.) • a. . .. 67.5 10' -8' I 10•-6' 4' 2' 70.1 10'-8' 10' -6' 4' 2' 71.1 10' -5' I0' - 5' 4' 2' 71.4 117-4' 10'-4' 4' 2' 71.5 10' 10' 4' 2' 72.9 10' -r 10' -3' 4' 2' 75.1 10•-1' 10' -1• 4' 2' 75.2 10' -1' 10' -1' 4' 2' 75.3 10' -1' 10' -1' 4' 2' 77.0 10' -0' 10'-0' 3 1/2' 2' 77.5 9' - 11' 9' - 11' 3 1/2' 2' 70.8 9' -10' 9' -10' 3 1/2' 2' 80.7 9' -9' 9' -9' 3 1/2' 2' 81.5 9'- 9 3 1/2' 2' 52.5 9'-8' 9' - 8' 3 1/2' 2' 8.3.4 9' -7' 9' -7' 3 1/2' 2' 56.2 9' -5' 9' -5 3 1/2' 2' 86.7 9' -5' 9' - 3 1/2' 2' 85.5 9' -5' 9' -5' 3 1/2' 2' 88.5 9'-4' 9'-4' 3 1/2' 2' 90.3 9' -3' 9' -3' 3 1/2" 2' 90.8 9' -2' 9' -2' 3 1/2' 2' MAXItM1 DESU N LCAO ' (p.s.f.) HAXINIAI PANEL SPMI (ft) IA IPIMLISI SEPARATION TO CLASS (in.) • a. . .. 91.4 9' -2" 9' -2' 3 1/2' 2' 92.7 9' - 1' 9' - 1' 3 1/2' 2' 934 9'-0' 9'-0' 2 7/8' 2' 94.8 9' -0' 9'-0' 2 7/8' 2' 96.5 6' -11' 8' - 11' 2 7/6' 2' 96.5 5 -11' 8' -11' 2 7/8' 2' 97.7 8' - 10' 8' -10' 2 7/8' 2' 100.5 5 -g' s' -9' 2 7/5' 2' 101.5 e' - 8' 5 2 7/8' 2' 107.7 6' -7' 8' -7' 2 7/8' 2' 106.5 8' -6' 8' -8' 2 7 /a' 2' 1 06.8 8' - 5' 8' - 5' 2 7/8' 2' 110.8 8' -4' 8'-4" 2 7/8' 2' 111.0 8' - 4' 8' 2 7/8' 2' 114.1 8' -2' 8' -2" 2 7/5' 2' 116.5 5' -2' 5' -2' 2 7/8' 2' 115.9 8' -1' 5• -1' 2 7/5' 2' 117.8 8' -1' a' -1' 2 7 /a' 2' 119.7 8' - 0' a• 2 7/8' 2' 120.0 9' -0' 8'-0' 2 7/8' 2' 121.2 7 -10' 7 -10' 2 7/8' 2" 122.5 7' -9• 7 -9' 2 7/8' 2' MAXIMUM 0ES:CN LCAO w' (p.s.f.) WAX ISM N PANEL SPAN (ft) MINIMUM SEPARATION TO CLASS (In.) 2 7/8' > 9' -0" TO 10' -0" 10.71 125.3 7 - 7' 7 -7' 2 7/8' 2" 125.8 7 -6' 7 -6' 2 7/8' 2' 126.7 7 -8" 7 -6' 2 7/8' 2' 129.6 7 -4' 7 -4' 2 7/8' 2' 130.9 7 -3' 7 -3' 2 7/8' 2' 131.8 7 -2' 7 -2' 2 7/8' 2' 134.3 7 -1' 7 -1' 2 7/8' 2' 138.2 6' -11• 6' - 11' 2 7/8' 2' 137.9 6' -10' 6' -10' 2 7/5' 2' 140.7 6' - 9' 6' - 9' 2 7/8' 2' 142.8 5' -7' 8' -7' 2 7/8' 2' 143.5 8' - 6' -7' 2 7/8' 2' 147.0 8 - 5' 6• 2 7/8' 2' 148.4 6' - 4' 6' 2 7/8' 2' 152.8 6' -2' 6' -2' 2 7/8' 2" 153.1 6' - 2' 6' - 2' 2 7/8' 2" 158.8 6' 6' 2 7/8' 2' 157.5 8' -0' 6' -0' 2 7/5' 2' 157.5 6'-0' 6• -0' 2 7/8' 2' 160.8 5' -11' 5' -11' 2 7/5' 2' 161.7 5 -10' 5' -10' 2 7/8" 2' 164.4 5' -9' 5' -9' 2 7/8' 2' HAXWUN DESIGN 1.0.40 iY (p.s.f.) NAXINUIS PANEL SPAN (R) HININUN/ SEPARATION TO CLASS (In.) 2 7/8' > 9' -0" TO 10' -0" 10.71 5' -9' S•_g• 2 7/8' 2' 188.1 5 -8' S'_a• 2 7/6' 2' 166.7 5' -7' 5 2 7/8' 2' 170.0 5' -7' S • -r 2 7/8' 2" 175.6 s' -5' 5•_5• 2 7/8' 2' 178.6 5' - 4' 5•_4• 2 7/8' 2' 160.3 5' - 3' 5•_3• 2 7/5' 2' 168.0 0' -0' 5•_0• 2 7/8' 2' 195.2 4' -10" 4•-10' 2 7/8' 2' 197.2 4' -10' 4' -10' 2 7/8' 2' 199.1 4' -9' 4•g• 2 7/8' 2' 204.7 4' -7' 4 2 7/5" 2' 211.3 4' -8' 4'8' 2 7/8" 2' 216.9 4' -4 4 •_4• 2 7/8' 2' 221.8 4' - 3' 4'_3• 2 7/8" 2' 226.3 4' - 2' 4' - 2' 2 7/8' 2' SHUTTER SPAN (ft.) MINIMUM SEPARATION (in.) LESS OR EQUAL THAN 9' -0' 2 7/8' > 9' -0" TO 10' -0" 3 1/2' > 10' -0" TO 12 -0' 4' ACTUAL E. 0.- FACTOR EDGE DISTANCE 2 1/2' .75 2" .50 OPENING. 0 RST 30' -0' ELEVATION TO GLASS FOR SPANS HOWN ON SCHEDULE. ELEVATION OF BUILDING, 1 o.D 00-56 4/21/0.3 PRU)U`r: REVISED as complying with the Fi, ^:•'IT 6eiding Code Acccptence NoO3 - G Z. • o Expiration Date 0 0 � / � � 0 0 By ((e/" :i1I'. /✓Lv . Miami D ff Product Ccntr;» Division F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD, INC. (ASSA 3 167) 1767 W. 37th STREET 318 HIALEAH. FL 33012 Illy. .0 o/sawnon at KY. 1. XIDONI/TIOw a1[ AS SHOWN SCALE 4/21/C3 DATE 03 -087 DRAWING No SHEET 8 OF 9 MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.). ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (1n.) SCHEDULE. + (VALID FOR SECTIONS A, Al, 8, 81, 82, C & 01 ON SHEET 2 OF 9). MI (VALID FOR SECTIONS A, Al, 8, 31, 82. C & C1 ON SHEET 2 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE ;SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 - 98 CRITERIA FOR A GIVEN IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR ir1E OPENING. THE POSITVE PRESSURE WILL AUTOMATICALLY CUAUFY AN NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NAIUN & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. 0. LESS THAN 3', REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Mtn. E. D. FOR CALK -IN ANCHORS IS 2 1 /2'). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3' 0.C. TAPCON CR CALK -IN ZAMAC NAIUN TAPCON OR CALK -IN > 75.3 p.s.f. TO 228-3 p.s.f. ANCHOR IFGENDS UP TO 75.3 p.s.f. 7 .4 n 'n n EDGE OF 3' max. 1/2' Inn. 5 1 5 -- - N (2) AN CHORS REQUIRED EACH ENO = ANCHOR SPACING GIVEN ')N SCHEDULE STAGGERED ANCHORS >x VALID FOR UP TO 3 - 0' MAXIMUM SPAN. ANCHOR SPACING I EGFNT) Mcx. ,ANCHOR SPCG. VAUD FOR SPANS OF 5' -0" OR LESS. ;2) Mcx. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6 ". ANCHORS USED W/TRACK "A" (TOP & BOTTOM) SHALL BE c - 11_., conrwrc Iun!rerFn ru cruCnl if FC% �_ -� �� • FOR SHUTTERS INSTALLED WITHIN THE Fl OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION SHORTER THAN THE MAXIMUM ALLOWED •• =0R SHUTTERS INSTALLED ABOVE 30' -0' MEASURED AT BOTTOM OF SHUTTER. TABLE 1; MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN, FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -O' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4OF9. I TIWT TESTING Ec ENGINEERING COMPANY 4965 N.6. 3616. St.. 5t. 217. VIRGIMA GlmotS. n.0610A 3.2165 P,.err : (305471 -1530 . Fax : (305)071 -1731 EH 0006719 WALTER A. TILLS( Jr.. P. E. ALTERNATIVELY TO C:NNECION AT TOP UP, ,USE #1043/4' 5.5. 5.11 S. OR 3/16' SC Num. POP RFVETS O 8' O.C. AT T185 L TICN. 11023/4' 5.5. S.N.S. OR 3/16'0 Mum. POP R IVETS 0 6' O.C. W000 STUO • 24 Q.C. WAX. REC4ARED. 1 1= 0 p tpppplggWeMOB MIN 'III • EX eST1NG GLASS 1 /4'0. I 1/2' LAC SCREWS • 8' O.C. ALTERNATIVELY TO CONNECTION AT TCP UP. USE #1O13/4" S.S. S. OR 3/113"41 Num. POP RIVETS 0 8' 0.C. AT TH15 LOCATION. EXISTING GLASS #14413/4 SS. &M.a. • e' G.C. ALTERNATIVE 1 #1013/4' 5.5. 5J+1.5. OR 3 /18'0 Num. POP RIVETS O6' O.C. ALTERNATIVE 2 500' 1/4•0 -20 5.3. BOLTS 0 12. 0.C. W/ NUT t WASHER _ 213' OR 44' OR 4Y 41/8' Nun. ANGLE (6043 -T6 MLOY. NEW P.T. 216 Cont. (2)1/4 ••40' L 0 SCREWS • EACH S1'1113 04I0WTTH OF STUD) MO W/ 2' PENETRATION INTO STUD 31 1/4 S.S. BOLTS 0 120.C. W /MJT WASHER 2',3' OR s4 OR s5' ,I/8' Alum. ANGLZ (8063 -T6 ALLOY. 1',4',1/8 (Mtn.) 6083 -TS Num. TUBE (Cont.) W/ (2)1/4'145' LAC SCREWS 0 EACH STUD ( WOW OTH OF STUD) MO W/ 2 Win. PENETRATION INTO EXISTING STUO. OR © 31043/4' SS OR 3/13'0 Alum. POP RIVETS 0 9 O.C. 11011.3" WAS. W/ 3/6'0.7/8' LANG NYLON BUSHING. (Typ. BOTTOM). ®OR© #10x3' 5.M.S. w/ 3/8'427/8' LONG NYLON BUSFONG. (Typ. BOTTOM). WALL MOUNTING INSTALLATION (OFFSET) — SECTION A' SCALE: N.T.S. #1043/4' 5S. S.M.S. OR 3/18 "0 Num. POP RIVETS • 8 0.C. W000 'RUSSES OR RAFTER 0 24' 0.0 RE GU FWD 414.3/4 3.5. SYS. • r D.C. paw 1.S. SJLS. i/3 /8'r..7/8' LONG NYLON BUSI1i+C 014) T113 I CE SCHEDULE R iOn. SEPARATION DOSING GLASS #1C43/4" 5S. S.M.S. OR 3/18 Num. POP RIVETS 0 6' 0.C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE •10x3/4' S.S. SJJ.S. OR 3/16'0 Alum. POP RIVETS 0 8' 0.C. AT THIS LOCATION. — SECTION 8' R_ 4PR '4 2 2o1 °: 1'..4 (Sin_) 60413 -T5 Muni TUBE W/ (2)S /1 ewe LAG 5CREYS 1O EACH RAFTER OR TRUSS LOCATE SCREWS AT NOW 0TH OF EXISTING W000 MEMBER. (2" Min. NOWMl W1 Tl) i/ r Yin. PENETRATION. flaw S.S. SAL S. W/ 3/8•.3/8' LONG NYLON BUSHING. (To. TOP). • 1043 S.M.S. W/ 3/8'h7/5' LONG NYLON BUSHING. (Typ. BOTTOM). �; —'' S.S. S.N.S. OR 3/18'• Num. POP RIVETS • 8' O.C. 2 W000 OECX REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SCALE: N.T.S. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r /i itEE3ic. TILUT TESTING & ENGINEERING COMPANY •343 kW. 34.. 2.. Us. 717. • IONA GIm053. FL1700A 34144 Plan. (303)671 -1570 . Fm : (] -1531 ES- 0006719 WALTER A. TILLfT Jr., P. E. ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD, INC. (ASSA 9 167) 1767 W. 3711, STREET 418 HIALEAH. FL 33012 OLD 00-00 MITT 4/21/0.1 Ky. w OA ft AS SHOWN SCALE 4/21/C3 GATE 03 - 0a 7 DRAWING No SHEET 7 OF 9 NOTES: 1. INSTALLATIONS ARE ONLY VNJO FOR BUILDINGS WR}l DESIGN LOAD UP TO 75.3 p .a.f. A140 9' -0' Moo. SHUTTER SPAN. 2. NEW 2" x 8' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 % M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL PRODUCT REVISED as complying with the Florida guiding Code Acceptance No O 3 - Expiration Date 23.o 08 By Miami Da Product Co:r; Division F.B.C.(H.V,H.Z.) /MIAMI —DAOE COUNTY .257" 3.812" FOR ( do 2.812" FOR 3.875' / I 1.812' 1.312 " - 1.812' 1 r (751' o ^ I rial• 0.582' \-- 0.452" '0 0 - -.120' N OO • T 0.582 © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" = 1" 0 COMPONENTS APR ! , p j~ --) 3.12 4' .812"- 1.312" C=NEPAL NOTES: 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS, 3�N DESIGN IN ACCCRCANC£ WITH THE 2001 EDmON OF THE FLORIDA BUILDING coos. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1819 OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO SPEED OF 146 m.O.D.. AND IN ACCORDANCE W/ ASCE 7 -38 STANDARD. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT ANC) FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE A8CVE MENTIONED COLE AS PER ATL REPORT Q 0201.01 -96 AND PA -201. PA -202 AND PA -203. 2. STNNLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 10 . 3', 410 -HT MINIMUM SERIES W/ 135.0 eel YIELD POINT de 180 kei TENSILE STRENGTH. SCREWS SHALL BE COATED WRH XYLAN 5000 SERIES TLUOROPOLYMR COATINGS AS MANUFACTURED BY WHITFORD Co. 80X 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL 80 8083 -T6 ALLOY (UNLESS OTHERWISE NOTED). 4 . ALL SCREWS TO BE STAINLESS STEM.. 304 OR 318 SERIES W/ 50 kei YIELD POINT ANC 90 kei TENSLE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 20018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 kei MINIMUM MINIMUM YIELD POINT. U NT. 7 . ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4' • TAPCON ANCHORS. AS MANUFACTURED 8Y I.T.W. BUILDER OR ELCO TEXTRON - 1/4" • ZAMAC NNUN ANCHORS. AS MANUFACTURED BY POWERS FASTENING, INC. - 1/4" • x 7/8" CALK -IN AS MANUFACTURED BY POWERS FASTENING. INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. MINIMUM EMBEDMENT OF ZAMAC NAIUN IS 1 1/2 ". A.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 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 EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH INC MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A.2) ABOVE (8) TO EJOST1146 CONCRETE BLOCK WALL: - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX OR ELCO TEXTRON - 1/4" 0 ZAMAC NNUN ANCHORS AS MANUFACTURED POWERS FASTENING, INC. - 1/4" 0 : 7/8' CALK -IN AS MANUFACTURED BY POWERS FASTENING. INC. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. AND ZMJAC NNUN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. 8.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. 140 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL 6 LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1 MANUFACTURER. 8. BLADE°, AND THE KNUCKLES FOR CENTERMATES HO & Q, de THE STARTERS ®& © ARE UNDER THE PATENT OF EASTERN METALS. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St, Sic 217. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)!71 -1330 . Fa. : (305)671 - 1531 EB- 0006719 WALTER A. TILLIT Jr., P. E. FLORIDA Uc. # 44167 ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD, INC. (ASSA # 167) 1767 W. 37th STREET #18 HIALEAH, FL 33012 PRY. NO S ORCRIP110N OLD 00 OAT[ 4/21/03 ASV. N. DESCRIPTION E AS SHOWN SCALE 4/21/03 DATE 03 -087 DRAWING No SHEET 1 OF 9 3 V 9. R SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY 11-10 SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT . ONE LABEL SHALL ) BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ALUMINUM WORLD, INC. H IALEAH, FL MIAMI -OADE COUNTY PRODUCT CONTROL APPROVED. 11. (o) THE PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND 00ES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDMONS DEWITE FROM INC PAD. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PROOUCT BASED ON THIS PROOUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONOMON5 DETAILED ON THIS DOCUMENT. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE PROFESSIONAL OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF 1140 PAD. PROFESSIONAL OF RECORD. ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED R. PROIJUC; REVISED as complying with the Florid..: Balding, Cec°_2 Acceptance No 03 - 04- L 0 % Ezp Date o 5/ / c/Z o By Hf �- � ?4 2lsl Nat `Pro .sz CciAtrc•1 Division, F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY