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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: -St RECEIPT: 6 PERMIT NO: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SCANAIE APPLICATION FOR STORM SHUTTER PERMITst, 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT: 4. TYPE OF STRUCTURE: SFR: _� ? 3o zy►sA,„s, , .1 - � O H . �L^��-I "1 • Ova MOBILE HOME: OTHER: 5. OWNERS INFORMAT^ION NAME: twe'1104-I A,'s " ADDRESS: 7 30 L rKocy &, 1—AR.Ic CITY: ''f L STATE: r--I. ZIP CODE: 3-07,9 & PHONE: ZA12 , IO 37 EMAIL: AIJ LA Type of Surface attachment: Wood Frame BY D Lucie County 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: C QC t>`S-8011 = COUNTY CERT #: BUSINESS NAME: G, ( oft - PHONE NUMBER: 4, 7 -ia`'i -7 (o EMAIL: Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS too ACCORDION ROLL —UP FABRIC OTHER 1) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. VALUE OF CONSTRUCTION: $ 65 S < PERMIT FEE: $ ' 0'td OWNER'S AFFIDAVIT: I certify that all of the information contained i is application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. ** PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI ATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF cp��v"t ACKNOWLEDGED BEFORE ME THIS V)4*6- DAY OF �vSY , 20 L BY, `7f&-J L WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. I'L SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER KENNETH R. KING �t�y OMMISSION # EE 213883 ES: November 3, 2016 Bonded Thru Notary Public Underwriters NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. SLCPDSD Revised 4/10/2012 JC JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LuCIE COUNTY FILE # 3858901 OR 'K 3542 PAGE 850, Recorded 07, -4/2013 at 11:56 7 Gul s ream um a luttteer Corp. 3001 SE Gran Palk Way Stuarl, FL 34997 772-287.6476 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice flint Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, die following information is provided in this Notice cfCommencement.3.37t _ 13V,4 • dVN 7 • 00Q • 4 1. DESCRIPTION OF PROPERTV(Lagal desmiption crone prupeny & street address. ifevoilable) TAX FOLIO NO.: SUBDIVISION r" ^ LI -%;-1 ` BLOCK TRACT LOT L(d ULDO UNR %&Aocr t h 1 ­-1 m v —.L— -LA-9 luau✓!- JVk ca£.. I Lor 4W s. GENERAL DESCRIPTION OF IMPROVEMENT: / L, mid co,4tia. --s { +(erS s. OWNER 1•4FORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR TILE IMPROVEMENT; .. N.mr.nd.edrns jMj",,4_1 /-. Z)tlr—Ss 73oZ y?rr.l:e i%s•a. YSL YL �E'fQ�1O b. Imemn In pm",ty. t4IA C. Name,8W Arms offm.impte lidtl�mldrer(IfdiRrreni rsom OunaMan! above): 0 1 A e. e.CONTRACFOR'SNAME: t7u1{•'Sii.enrov A11411,,-%-. A n 0 5)1u'�T it CnrA. �1).5h&,,.i PL '172 Z87 fOMllpCanuactw's.ddren:30. 3H997 s. SURLTv(irapptinble,ampyofihcr. ymembwAlsamehtdr. .. N.... rd Wd,esr. N � A b. Plane number: e. Amount orbmod. s 6. a. LENDER'S NAME: IA Lmdei'uddress: b. Phone number. 7. Persons within the State of Florlda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: .. Name and address' Vj % b Pt.me numbers ofdesianmed Wsuns N 1A 8. a. hl addition to himself or herself. Owner designates 14 (A or to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number orpero. or eo9,ydn1an1ed by 0r .. F11x_ 9. Expiration date orno ice ofcommencement (the expiration date tnoy not be before the completion of construction and final payment to the contractor, but will be I year 9om the dale of recording unless a different date is specified): , 20„ Under penalty ofperjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the bet of my knowledge an ell X x (Signor r 11.19fee, arOwnees or Lessee's (Print Name and Provide Signatory's Mtie/Otflee) Authorised Ofilear/Direclor/Pariner/Manager) Staleof r1oraioA County of c5k— . Arai. The foregoing instrument was acknowledged before fire (his 4% day of —3—1. 20 IS by /i'1! pAnw ei! L. .'ryrs —as O (name of person) (type of authority,... e.g. officer, trustee, attorney in fact) for (name of party on behalf orwhom Instrument was executed) Personally Known Tor Produced Identification_ Type of Identification Produced KENNETH R. KING / r(' bt. (Signature or Notary Public) r EXPIRESWCOW: Nov N 8 er 3, 2088 ( fit, Type, or Stamp Commissioned Name of Notary Public) t EXPIRES: Nave l bar 3, 2016 Rev.l0d1•II (S.Recwdinll t Bonded 7lw Notary Pubfa Undennder i. } STATE OF FLORIDA ST_ LUCIE COUNTY THIS I CERTITCi TPNDCORRECOYH LT�1. n °ef( tar Clrb Date ----J—IJL Property Appraiser - St.Lucie County, FL http://www.paslc-org/paslc/prc.asp?prclid=332180400470004 A V I Eleanora Dorsi Record:1 of 1 Property Identification Site Address: 7302 MARSH TERR Sec/Town/Range: 21 :36S :39E Map ID: 33/21 N Zoning: PUD Ownership and Mailing Owner: Address: PROPERTY RECORD CARD —Prev Next» Spec.Assmnt Eleanora Dorsi Michael L Dorsi 7302 Marsh Ter Port St Lucie FL 34986-3233 Taxes Exemptions Permits Home Print �1CIE C ParcellD: 3321-804-0047-000-4 `c Account #: 132766 y Use Type: SF Res City/Cnty: St'LuceCty ',� Legal Description MARSH LANDING AT THE RESERVE -PHASE ONE- LOT 40 (MAP 33/21N) (OR 3390-1840) Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 162100 Land Value: 27000 Acres: 0.28 3/6/2012 157000 0001 WD 3390 / 1840 Assessed: 162100 Building Value: 135100 2/25/1999 100 01 WD 1205 / 2365 Ag.Credit: 0 Finished Area: 2460 SgFt 12/17/1997 100 01 WD 1117 / 0232 Exempt: 2/10/1992 150000 00 WD 0776 / 0259 Taxable: Taxes: 3279.5 BUILDING INFORMATION Exterior Features Yew: 3100 - Lakefront-SM RoofCover: CS - Conc Shingle RoofStruct: HP - Hip ExtType: HB - HB YearBlt: 1991 Frame: - Grade: B - B EffYrBlt: 1991 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWaIL Interior Features BedRooms: 3 Electric: MX- MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA- FrcdHotAir AvgHtlFI: 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 0 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth 1 0100-SF Res LFI -Front Ft 48.57 198.99 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. 1 of 1 7/5/2013 9:49 AM ALUMINUM &SHUTTER CORP. Do It Once. Do It Right. Since 1979 Signature [ 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail; jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Date Salesperson Page of Key Storm Panels - SP Rollups - RU . Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date (.o 144113 `v C pi �I®ODE MIAMI-DADECOUNTY : ". PRODUCTCONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26•Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-?590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.e�eiarnldade.aov/economy Gulfstream Aluminum and Shutter Corporation 3001 S.E. Gran Park Way Stuart, Florida 34997 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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.Buildin C(��_e, } , ,J K ""-xn� a7Jb'�'�i''ai�i :n�ufi�i�y j,�=�T'}7M Q. DESCRIPTION: B idv�Aluliuni�'m Accard�t Shti ter'System ,� APPROVAL DOCUMENT. Drawing No. 12-085, titled `° Bertha Accordion Shutter System ", sheets 1 through 28 of 28, and sheet 28A, prepared by Tilteco, Inc., dated March 15, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on March 16, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance numbef and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMl?ACT DATING: Large and Small Missile Impact Resistant: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, 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 and renews NOA # 07-0108.03 and consists of this page 1, evidence submitted pages E- I & E- . 2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. h11AM1DADIEcouNTr ? NOA No. 12- 230 n 1 ! r- T ""� l►� E' ipir atior� DrsLe: G ' Approval Date: te: 10 18/2012 10�l $�Zo / Z Page I ; Gulfstreamn Aluminum and Shutter Corporation - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0108.03 A. DRAWINGS 1. Drawing No. 06-314, titled " Bertha HV Accordion Shutter System ", sheets I through 26 of 26, prepared by Tilteco, Inc., dated December 26, 2006, signed and sealed by Walter A. Tillit Jr., P. E., on January 03, 2007. B. TESTS 1. See Association's generic approval under 06-0130. C. CALCULATIONS 1., See Association's generic approval under 06-0130. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 06-0130. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated December 21, 2006, cert jying this product to meet the criteria of product tested and approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 06-0130, signed by Legny Santana. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated December 07, 2006, signed by Mr. John L. O'Brien. 3. Letter by Tilteco Inc., dated December 26, 2006, certifying that the drawing (No. 06-314) prepared for Gulfstream Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05-363). 4. Acceptance Letter issued to Mr. John L. O'Brien on May 26, 2007, and returned signed by Mr. John L. O'Brien on May 29, 2007, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed. H 1 y A. Makar, P.E., M.S. Product Control Unit Supervisor NOA. No. 12-0323.01 Expiration Date: 05/29/2017 Approval Bate: 10AS/2012 E-1 Gulfstream Aluminum and Shutter Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-085, titled " Bertha HV Accordion Shutter System ", sheets I through 28.of 28, and sheet 28A, prepared by Tilteco, Inc., dated March 1.5, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on March 16, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676 D. QUALIT'Y ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 19, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Gulfstream Aluminum and Shutter Corporation to use the test results approved under Miami -Dade County Approval No. 11-1676, signed by Legny Rodriguez. 2. Acknowledgment letter by Gulfstream Aluminum and Shutter Corporation, dated March 20, 2012, signed by Mr. John L. O'Brien. 3. Letter by Tilteco Inc., dated March 19, 2012, certifying that the drawing (No. 12- 085) prepared for Gulfstream Aluminum and Shutter Corporation, signed and sealed by Mr. Walter A. Tillit Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 11-111). y A. Makar, P.E., N1.S. Product Control Unit Supervisor NOA. No. 12-0323.01 Expiration Date: 05/29/2017 Approval Date: 10/1812012 E-2 ULNILKAL NU I t�i: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FEIC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25. 26, 28 & 28A. IN ORDER TO VFF&Y THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN YANG LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INOMTED ON SHEETS 12 71IGU 17 & 25. 28. 2E & 28A IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D.. AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. BERTHA H,V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS: -HV BLADE 10 #0214.01-03, #0715.01-03. #1004.01-05, #1214.01-05 0317.02-06 AND (E0609.01-10 AS PER TAS 201. TAS 7.02 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE OJA #0505.01-08 AS PER TAS 201. 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL -HV SLADEO2 #0422.01-05 AS PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE 1Q AND HV BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6. OF ASCE 7-05 STANDARD (FBC 2007) & ASCE 7-10 (FBC 2010). ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1Q &O2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPUED FOR. . HV BLADE(Z) AND HV WINDOW BLADE ® ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS. AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION -TO TRACKS SHALL BE # 14X2.75 AND (I 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 WI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR .THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND J. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN. YIELD STRENGTH AND 90 ksi MIN, .TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH: 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 13, 14, 15, 16, 17 AND 28A HV BLADED 26. HV BLADE (D & ® WORKING IN UNISON: 13, 14 & 16. S. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 1)6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. -CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY .4" BELOW THE FOLLOWS: TOP OF SUCH RAIL LABEL SHALL READ AS GULFSTREAM ALUMINUM AND SHUTTER CORPORAMON. STUART, FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (.) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. N. TILE f"- PRODUCT RF.VLSID `A7�P;:\�GENSF•,,,+Q Building Cod. Amplanm T? 2-03Z .oI Expi Goa Date o J7 By v .t Control Ai0 '•�'/� r [� MIAMI-DADE COUNTY IP.E. 11LIEC0eNc. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 3elh. St. Ste. 303. VLUN A GWZ NS. FLoFG A 33 Phone : (305)871-1530 . Fox : (305)871-1531 o-m.k: tilte.0000l.0mn ES-0006712 WALTER A TILUT J, P. E. FLORIDA U.. Q 44167 TABLE OF CONTENTS AREA 1: HV BLADES (1 1% & 0 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2: HV BLADE M AND HV WINDOW SHEET 4 B AD (1n (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/SLOCK SHEET 6 INSTALLATION DETAILS F=L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET B CENTERMATE DETAILS HD SHEET 1D END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR. SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE= WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 IJSTALLATIONDETAILS S-X, WOOD SHEET 19 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 20 AREA 3: HV BLADE PIT ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X. CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 AREA 4: HV WINDOW BLADE C1Al ONLY TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 AREA 5: HV WINDOW BLADE 1 ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FLORIDA BUILDING CODE (High Vaiocity Hurricone CFT 2012 EASTERN METAL SUPPLY, INC. GULFSTRIEAM ALUMINUM I 13ERTMA HV TM Accordion Shutter S st AND SHUTTER CORPORATION Y (AsSA 16) H.V. BLADE #I VJ/ OR W/O H.V. WINDOW BLADE & H_V_ 3001 S.E. GRAN PARK WAY STUART. FL 34997 PH (800) 244-4143 FAX (772) 287-9740 DRAWING No 12-085 l C7"0 FOR WINDOW 9fADE 1v tW \ o c 4.377 e'S54� 'LAN oJJq" �,ASq. o • o� _a,as7 s- 1 F�Y�SQLI�6L�DE� COVERED�INDUS PATENT 5458179-HY BLADE 1 A HV WINDOW BLADE* COVERED UNDER US PATENT # 5458179 LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 0 1.917' rDa3" oa3• m .060" �A L`P 6.7001 1.686' p 1 T HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE 11) & IOA SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER MN %MA YMNt 1 L3 SIDE ANIGLES QUALIFIED FOR USE W1 HV BLADE D , [ & 2 6063-T6 ALLOY AND TEMPER 3�226" 1.500" 085" 7nl (TYPJ n 4.897" I 1 7 HV' ADJADAPTER`w/iP 1)Afi(_F1E03iF'ORuUSEk Wf�"H�/ BLADE (D ,© &U4 6063-TS ALLOY AND TEMPER 5063-T6 ALLOY AND TEMPER T11 I ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE 6063-T6 ALLOY AND TEMPER PRODIIG7 RRVISF.n as complying with the FloFida Building Code Acceptmce No) Z- 0323. o! . bonvatoo /7 F • CAOROI MIAMI-DADE COUNTY IP.E, �6. o 4.385' 4.999° �3 HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1Q & 0 6005-TS ALLOY AND TEMPER I 072' N O o� { .815" 2.092' O I 4.436' (8)HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE(a)&(2 6053-T6 ALLOY AND TEMPER �I 1936,. . i o .093" o n 670 e tl 1 3.529" 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 0 & (fA� SEE SECTIONS FOR-VAUDITY 6063-T6 ALLOY AND TEMPER COMPONENT A B TI T2 UABLADEUFl EC 17 I 2" 5° MAX. ,/8• 1/8' HV tO 16 2" 5" MAX. 0.192" 0.192" HVO 19 2.5" 7" MAX. 0.190" 0.190" HVO7 /iG /v * ST, OF ; 0- IILIEQ:0 8NC. TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 361h. St.. St.. 305, WRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1S30 . Fax : (305)871-1531 e-mail: Olteoo®aol.aom ES-0006711 WALTER A TILUT Jr. P. E FLORIDA Lic. B A4, 67 VARIES 1.919' o Max. ;n 4 .090 `V u N .375' N ' ® HY DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE, ,@ &Q 6063-T6 ALLOY AND TEMPER 2.670" *"_ O9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE() ONLY. 6063-TG ALLOY AND TEMPER t Aal" 1.20D' o I5 HV 90-j180' STARTER QUALIFIED FOR USE W/ HV BLADE @ &(<^l_ 60G3-T6 ALLOY AND TEA�a,PER (10 NV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2, VARIES 1.936" 6063-T6 ALLOY AND TEMPER ax. 2.gJS' m � w ,12 140' .td0" iv m m M 220' r 0 670 7a" 1 630 15 SHD CEILING H-DEVVIL 14 HO WALL HEADER /SILL QUALIFIED FOR USE HV QUALIFIED FOR USE W/ HV SLADELD,(9 &d BLADED & @ 6063-TG ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER El > 2' 2" 0.125" 3" I 3" 0.090" CORNER POSTS QUALIFIED FOR USE W HV BLADE -1Q,f(_Fh & 2 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING GULFSTRFpiM ALLLIMIN1IM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL. 34997 CODE (High Velocity Hum, 2012 EASTERN METAL SUPPLY, INC. I =nR% O 711Z r2 V TM I Accordion Shutter System H,V. BLADE J1 W/ OR W/O H,V. WINDOW BLADE & H.V. BLADE 41 PH (800) 244-4143 FAX (772) 287-9740 9 fi DRAWING No 12-085 0 0 QUALIFIED FOR USE W/ HV E 6063-TS ALLOY AND .745" 2.293" I 1/a'—ZOat/ ' 1/4'-20 IE GIST 0.334- FLAT HEAD THREADED HOUSING ENAAlEL A SSLLS BAKED PAINTED , G numi I n `N N o `m m 1 BRASS CYUNum u figA H iv�..IIQUALIFFED & KEYS (CHROME PLATEO) & 1 ONLY L HV F i 1n ne-a +� . �n .y�/ I6p 1.3 5 1r1(.C� QU IED FOR USE W/ HV BLADE 1 & to ONLY 3.023' FOR USE NI,/ H1` 6063-T6 ALLOY AND TEMPER 2 BLADE 01 & Q_y ONLY. T_ o + 1.000� 1 0' yC7<T ,•. I �r1�T 2.750 _,•� • I \� �_ Y.76o• I PLAN FRONT ELEVATION 27 LOCKER FOR "T" LOCK CENTRRMATF QUALIFIED FOR USE VV/ HV SLADE0ONLY 6063-TS ALLOY AND TEMPER 1.917 m f .063" ' .214' m 0 D QUALIFIED FOR USE W/ HV BLADE 1 & 2 6063-TG ALLOY AND TEMPER VARIES, 12' MIN. 1/4' 0-20 ES. OR 3/8-0-16 ACETAL THUMBSCREWS. (SEE DETAILS) t 15' 1'@tCKING ROD A UALIFIED FOR USE W/ HV BLADE (D ,@ & 2 6063-T6 ALLOY AND TENTPER Q ,05�INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT FAI I FOR USE W/ HV BLADE 1 ONLY 2.B74' 6063-T6 ALLOY AND TEMPER 1.75fi' .922' 4.045° j_ 2.07Z153". ti m - 0 061 c �em 2'y " " T QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 6063-76 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ill ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPEP W/HV BLADE 1Q ONLY 6063-TB ALLOY AND TEMPER 1.130" 64.375'0 HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Q& Q A. T14z7�. PRODUCT REVISED �eA : '�,\GENSF••% us complying With the Flurida Building Cndc Accepwn«No ct (•CaQ01 • , MIAMI-DADE COUNTY I P.E. T� QUALIFIED FOR USE W/ HV BLADE 1 Ig &O2 6063-TG ALLOY AND TEMPER t1/2' 1/4'0 %R0- 4 S FOSE W/ HV BLADE 1 & Q / IIL1EC0tN�. TILUT TESTING & ENGINEERING COMPANY 530 N.W. 3eU' St" 5% 305, VIRG,NIA CAROMS. FLORIDA 33 Phena : (305)871-1530 . Fav : (305)871-1531 o— ,L Otte. C..I.eom EB-0006719 WAITER A. 71LUT J, P. E FLORIDA U.. # 44167 1/4'-20 THREADED DIE CAST �HOUSIND ENAMEL m� 5.. "CUKH0RN CriINDER (CHROME PLATED) HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE (1 && @ ONLY. —250" O.D. 5is' PLASTIC HEAD c MOLDED SCREW ^I r Ilr-jIL 1 -J 36C' AFTER RNETING �8 S' ? 41 BEFORE RWETING 1 /4" ra-20 x 3/4 S.S. THUMBSCREW 1 /4230-20 RI NUT* #SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANCe THIN SHEET NUTSERT, PART 0 0820. AS MANUFACTURED BY AVOEL CHERRY TEXTORN. PARSiPPENY, NEW JERSEY 07054 OR EQUAL, �6 HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE tp ONLY, _7557 UAW j I I .545' m o n o 0o m m o Ni m 00 `THUMSTURN CYUNDER OR KEY CYLINDER 0.875' Min. 1 .125" Moa. uPi o *.57 �THUMSTl1RN CYUNDER OR KEY CYLINDER .78 Ma.. R HE) LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADEGi&0 FLORIDA BUILDING CODE (high Velocity hurricane Zone i © 2012 EASTERN METAL SUPPLY• INC. GULFSTREAM ALUMINUM ANO SHUTTER CORPORATION (ASSA # 16) 3001 S.E GRAN PARK WAY STUART, FL 34697 PH (800) 244-4143 FAX (772) 287-9740 =Cn 9 rJA nV TM AccorcLion mutter System I W/ HN. ME #1 OR W/O H.V. WINDOW BLADE & N.V. ME k DRAWING No 12-085 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV A AND HV BLADES. 0 HV BLADE 1 1A HV BLADE 1A O HV BLADE 2 3� HV LONG .RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188" 0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) Ful a, (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/'HV 1Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQE BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DO", SHEET 22, (3) HV PIN 0 OR ® W/ 1/2" 0.0. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. EXTERIOR or rNSEQUIREMENTS) 0 or SEE OTE FOR 1 Z Ga-Zy 38 p -P SHU•TiER ,4SSEl"�B� `�'"``�� SCALE: 3/8" = 1" 00.324" .048= TYP. .8j 0 5 ST E fRRI G FaTAIL N.T.S. EXTERIOR eIN®ORAT RIOR !E'S KNUCKLE. NOTE * FOR AREMENTS) FLORIDA BUILDING CODE (high Velocity Hurricane Zone Ct''`'lvv, A. Tj�_j�"<r— ©2012 EASTERN METAL SUPPLY, INC. PRODUCT (tEVISED e1�'��;:'�\�EN�S `�9 GULFSTREAM ALUMINUM BERTHA S"�d/ TM 8iu1daiBC°d° F Accordion Shutter System ^°°tn«� 2_0 Z3.o� CAI 11LIECO IINc. AND SHUTTER CORPORATION Y Pi ionDew a 2 �7 i (ASSA 16) H.V. BLADE J1 W/ OR W/O H.V. WINDOW BLADE & HX BLADE By i1 1 * TILLIT TESTING & ENGINEERING COMPANY REV. We DESCRIPTION oeiE Dawn b . F.P. Af.. Miami Dade CaI1W � A4t Uh .f�C' ��� Bliss N.W. JStIL SL• Ste. 305. NRGNIA GARDENS. FLORMA 3316 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 Phone : (305)871-1530 . Fax : (303)e71-1531 •..,ORI�... o,, tt', a—tna0; ulteooa-L.M STUART, FL 34997 3-0006719 J DRAWING No s`S�ONALE, �''� WALTEREA TITIWT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 12-085 MIAMI—DADE COUNTY P.E. S?t-13{SFI 14E/DATE Fl0R1d' ua p `°1e7 5 SHEET @3 -@- (Ftl' (p - r tl 6A) ag 7 11T-'3-,s u N © I — II v O ONN OSE�Ea v A SHE FULL HEIGHT. uNLwrt6D Q 06 �4 0R ©* OOR®OR 1 0 +Q OR U+ oa �•180a19*130R19*05 Ta ga eA'�C,1l Hb °B'L-�ADE SSHUTZE5WIt ELE iQT1Zg` MIME RR 0 OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES; 1. MANDATORY CONDITION ite ONE HV LOCK 0 or (al SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105', AND FOR INSTALLL,��TONS AT ANY ELEVATION. HV LOCK or � MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 211) OR CENTERMATES W/(2) 1/4'0-20 x 1/2- LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. F140 TWO HV LOCKS OR 12 OR ONE HV LOCK OR I W/ TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED F ANY SPAN AND INS ALLATTO AT ANY ELEVATION. HV LOCK 0 OR SHALL BE ATTACHED TO 1 OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF I OCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE J3 ON SHEET 12. 3. OFvnpkML P2141IMPO AT. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS q9 I q§ OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21 OR 0 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4.MANPMRY CONDITION Jl OR 42 IS USED W/TWO V. OCKSI• LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE, LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5, MANDATORY GONDRION i$; ONE HV LOCK f�q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Al. INSTALLAT10N5 AT ANY ELEVATION. HV LOCt2 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO BOTTOM CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S. EIRSF ALTERNATE TO MANDATORY CONDITION Y7 VAt In AMIY MD W I—,5A uri ev�.ure",.,., .......-.....� OF 1/4"O-20x3/4" S.S. THUMBSCREW TD ® OR CENTERMATES SHALL BE MADE W/ 1/4'0-20K3/4' ALUM.-� RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: ONE ALTERNATE HV 'T" LOCK d/ MAY BE INSTALLED IN UEU OF HV LOCKS '8 OR FOR ANY SPAN AND 1 STALlATION AT ANY ELEVATION. ALTERNATE LOCK Y BE USED AS AN INSIDE OR OU IDE LOCK. ATTACHMENT OF LOCK i� INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION R SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES AND W/ 1/4"0-20 z 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4°0x 5/8- RIVNUT. LOCK MAY BE OR AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND "TOM IS MANDATORY. *NOTES ON D LOCKS & CENTERMATES: 1. ONE ALTERNATE HO LOCK 0 MAYB,E USED IN LIEU OF HV LOCKS OR (�5) FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK e TO @ IS W/ 3 08 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® As SHOWN ON SECTIONS HOB—HV8 AND iDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS (33 IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE ([High Velocity Hurricane Ione eG� �. T/4 J'��r 02011Z EASTERN METAL SUPPLY, INC. PmREwVithIS lreppr �� �.•.•��'.:: ALUMINUM BERTHAMy 11e. [OODRrUpiCylFnpRlEEYDtr°riG.: , u f L E C ®arc. fAN� SFeUTTER COStPOR10T10N Accordion Shutter System A_q&'"°`°B`°°` Expo' tmceNo Z-o 2T.o� e Dfiteo z .7 pT lzN (ASSA # 16) H.V. BLADE #1 W1 OR W/O H.V. WINDOW BLADE & H.V. BLADE By �� TILLIT TESTING & ENGINEERING COMPANY EV, No DESCRIPTION DATE DnMn by: F.P./A.G. tMimN Dad et Co°u°I ? ?J '� ; 0355 N.W. 36th. SL, 5W. 305, VIRGPM OWENS• FLo1aD4 331e 3001 S.E. GRAM PARK WAY I OLD Ofi-314 03 15 12 DATE: 03/15/12 5v� �.,. �. `L Y; RI �j=• ;1 ' ' �x" Phone : (3D5)871-1530 . Fox : (305)871-1531 a-m°E 0006719 eom E8-0606719 .STUART. FL 34897 2 3 DRAWING No t° ONAtE'Nj1sp WALm1 A. purr dr. P. E. PH j Zr08� FLORIDA Uo. (800) 244-4143 FAX (772) 287-9740 MIAMI—DADE COUNTY P.E. SEAtf`31K1'd�tURE/DATE 44167 5 SHEET 6 ` 5 OF 26 POURED CONCRETE --T POURED POURED ,. OR CONCRETE BLOCK CONCRETE ''� CONCRETE REQUIRED 1/4'D-20x3/4" S.S. REOUIREO \ CONCRETE ANCHORS /-7`SEE SCHEDULE ON REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS FMACHINE SCREWS / / (SEE SCHEDULE ON SHEET 13) ( SHEET 13) / SHEEESCS, DOLE ON I NUTS/_ ®^12' Q.C. oR 14 / Min. 1/4"e-2Ox3/4" S.S. EO MACHINE SCREWS 17 OR@ ED / ___ -EQ•EQ 1 2" '--- - USING 1/4°-20 NUTS %1 12' O.C. D.* /.' .^.SO" Max. -- 13 oR i-.it .ax. Y �f 1 :v 1a ., 250" M Max,Maz OPTIONAL I I / I1 ' 1/ / ,� OPTIONAL � WIN. SEPARATION I � I I I ' I TO GLASS (SE i I MIN. SEPARATION —i SCHEI II I . TO GLASS 12 FUDTI OR I �� I ' (SEE SCHEDULE ON EXISTING ON SHEET 2a & FOR 1 1 1 i l l MIN. GLASS PARA EXISTING ON I �i I 1 J SHEET 12) GLASS —I O I I 1' '�—(SEE SCHEDULE ON I I EXISTING I SHEET 12) III 1 j c� ITV 1WA E!r E{ADER�INSTAL dT Q�N G�� O HV WALL HEADER INSTALLATION BO HV WALL HEenFR INSTALLATION EXISTING E STIGLAa� I I I� 1 GLASS—� MIN. SEPARATION MIN. SEPARATION 1 ��* I I TO GLASS I TO GALE O (SEE l i 1 DR \ y -- 1� EXISTING 1 � SCHEDULE ON SHEET I i I I � i i i GLASSY (SE SCHEDULE ON I t 12 FOR BLADE(.)." h i MIN. SEPARATION I I SHEET 12) ON SHEET 26 FOR H TO GLASS I r RfOES I & ® i I $ (SEE SCHEDULE ON — SHEET 12) I I�i tax. I � OPTIONAL I I I I �1/a" Max.E. D.'M /j i i i i ' iii 1 IOR. D. 19 ,/1/� r- 13 OR 15 EQ. 0-1 t" - -- 102 OR 1 4 --_ 1/4"0-20x3/4" S.S. Mina• EQ EO PHIWPS TRUSS HEAD I 1/4"0-20x3/4" S.S. PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS 1_ `CONCRETE ANCHORS j7 DR18 I 1' 1/4"-20 NUTS ® 12" O.C. `-(SEE SCHEDULE ON TRUSS HEAD MACHINE SCREWS (SEE SC®EDUL��ON SHEET 13) (-Min. POURED CONCRETE SHEET 13 / 20 NUTS ® 12" O.C. POURED CONCRETE J ,( ,..,y.,�_ OR CONCRETE BLOCK ) OR CONCRETE BLOCK - / WALL REQUIRED �M� LL SILLslNSTAL-L-ATION NCR mule o REQUIRED (: HV WALL SILL INSTALLATION POURED CONCRETE_/ OR CONCRETE BLOCK SHEET 14) Wt1 ALL REQUIRED O HV WALL SILL INSTALLATION INSTALLATION DETAILS W_Z ) HV BLADE & (NOTE FOR R COMBINATION OF SECTIONS; E. D. EDGE DISTANCE (I HV + 1A HV BLADES) AS APPLICABLE kSEE SHEET 4 FOR TYPICAL SHUTTER O SE LIMITATIONS OF USE FOR SEMBLY (SEE SPECIFICATIONS ON SHEET 1+) MOUNTING SECTIONS CAN BE COMBINED BLADE to ONSHEET 2B ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (High Velocity (Hurricane Zone /TT`` r` tt .,. �' ',� 02012 EASTERN METAL SUPPLY. INC. ol'�\,��� �' Ere`"-;. PRODUCT REVISED Alo "y 'H GULFSTREAM AI.. NIIIN IM BERTHA HV TM as eompl),dng lvith the Florida - r BcId Lonm �+ AND SHUTTER. CORPORATION Accordion Shutter System Acaptaslce No -O -3•oI ` 'L E C ® INC. Expi tionDmao 7.00 / (ASSA $ 16) H.V. BLADE #1 W/ OR W/O N.V. WINDOW BLADE & H.V. BLADE �� ✓ TILUT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DATE Drown h . F.P. A.G. BY aCnrtlsat _ S 6355 N.W. 36th. St. St.. 305, VIRDINLA GARDENS. FLORIDA 3318 3001 S.E. GRAN PARK WAY t OLD 06-314 03 15 12 DATE: 03/15/12 1 Phone ; (305)871-1530 . Fox : (J115)671-1531 STUARr, FL. 34997 2 DRAWING No °�� tr " °°. �•� 111 e-mail: Dlte..Goal— 3 �I ,s/ 6 11 EB-0006719 12-08. 0NAL EN�,It' WALTER A. TILLIT Jr. P. E. PH (800) 244-4143 FAX (772) 28779740 ° MIAMI-DADE' COUNTY P.E. iLIZ'Ki MA'iGRE/DATE FLORIDA Ue. 8 44167 5 SHEET 6 6 OF 2. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED EDGE OF - I SUB / / J APPLICABLE —11 OR 1 0. i EXISTING GL45S--� I - I IJIA ro mA55 (s<E I 1 I i52F� a pE(t �AAO ,M I I I av s+tET as 9�spmcrg I I I © 14V CEILING INSTALLATION I II wA sEnuunav I �—(SEE scNewtt cN EXISTING � 12) I yl I I GLASS 611 ! i E #14x3/4' HIX HEAD- TEK SCREWS 09' O.C. OR 1/4"0-20 S.S. M.S. W/ NUT 0 9" O.C. -- ;I' OR 1rj OR @° CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) / EDGE OF i SLAB IF APPLICABLE OPTIONAL) POURED CONCRETES REQUIRED u HV RAINGLIARD INSTALLATION t —� OR EXISTING ., I ' w 3/B NII �10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" O.C. —CONCRETEt CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF --I % SLAB IF j / APPUCABLE POURED / /�� J I I I j/ /1 1 -2 --1 1EDGE OF —SLABIF APPLICABLE 'ONCRETE REQUIRED . D. , p,+-_-J r.,?' '_=_ s: � xK=�:..,. ��c. cam. V LOpw- NW; TALI 1 * ` t EXISTING I MIN. SEPARATION �� TO GLASS I`(SEE SCHEDULE 0 SHEET 12) �#10x3/4" HEX WASHER HEAD TEK SCREWS 12' O.C. #14x3/e S.O.S. ® 9"O. C. �—CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 15) REQUIRED (S) HV WALL FLOOR INSTALLATION NOTE FOR COMBINATION OF SECTIONS- 1YCQT�•L. 1- SEE SHEET 4 FOR TYPICAL SHUTTER # E. D. - EDGE DISTANCE THIS INSTALLATION SHALL BE ASSEMBLY REMOVABLE WHEN PERFORMED 2- MOUNTING S=.CTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 14) ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. �' OR ENTRANCE BLADE to ON SHEET 28 �q1j1� P5. FE PRODUCT REVISED �!.>�. 6s complying with the Florid.. d 'ai �N.i'.6•� _ A nmla)ng coee c'- AcccpLm No 1 2-032301 Expi ioa Dme /7 � r • BY • '3� fil�o�/'I;il moim.t DCt Contre STATE of ; a 7................. rl 0NAL MIAMI-DADE COUNTY P.E SS�AlGAtl dRF/i f 11LIECOINC. r TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. SL, Ste 305. VIRMNIA GARDENS, RzmCA 331 Phone : (3051871-1530 . Fex : (305)871-1531 a-.014 Uft.00.01 om EB-0006719 WALTER A TILLR Jr. P. E. FLORIDA U4. g 44167 MN. $PIW0N � m •�• I G-(sce s I SxDr 1) EEr 12) i i ' I .II — EXISTING CLASS--' I I I (ITS' I OF IF "OUR ABLE r'�f POED CONCRETE / E. D.• REQUIRED `FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) 0 HV WALK —OVER INSTALLATION CONCRETE ANCHORS SHEET 5)DULE ON MIN. SEPARATIOH11 10 GLASSSEE SCHEDULESHEET 12.) II 1/4' Max. L 17 R18 �R14x5/4' F.H. S.D.S.� 09° O.C. SEE NOTE 1.3(h) POURED CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED O HV WALL WALK —OVER INSTALLATION ATION INSTALLATION DETAILS W f I HV BLADE & �Q HV + 0A) HV BLADES) AS APPLICABLE FLORIDA BUILDING CODE (High 1leI.-ity Hurricane Zone O 2012 EASTERN METAL SUPPLY, INC. OULFSTREAM ALUMINUM I�EBt'��1® HIV TM I►ND SHUTTER CORPORATION Accordion Shutter System (ASSA # 16) H.V. BLADE 01 W/ OR W 0 H.V. WINDOW BLADE & HV. BIADE # REV. N.1 DESCRIPTION PATE n— h , F.P./A.G. 3001 S.E. GRAN PARK WAY OLD 06-314 03 15 2 1 DATE: 03/15/12 STUART, FL 34997 s DRAWING No PH (800) 244-4143 FAX (772) 287-9740 12-085 SEE NOTES ON LOCKING RODS 33 , HV LOCKS(D or 23 Fo-071 T EXISTING GLASS INSTALLATIONS W/ (I HV ** AND ALTERNATE RV LCCK ® ON SHEET 5. BLADE SLACK DETAIL HVF IS VAUD FOR ALL eOOR +ta O BLADE W HV CENTERMATES CENTERMATES APFUCATION WITH BLADED t 0 + t 5 GR 1©+ @3 _& t© ,R OR EXISTING GLASS SEE END WALL CONNECTION ©aOj aQo®aO+®�-7 IF DETAILS ON SHEETS 11 SE 9A I---------------- ------------------------------ ----- 2"5,ALLO6).0'-1 I ®a ®OR Qa ODR 9 a 3 1/4" 7° 6 1/2" . E W/(Z) ALLOY ALUM. 7" ANGLE WHORS 1/4"m TAPCON i 1/2" J _ OPPOSING ' ANCHORS TO CONCRETE - SYMMETRYCAL 4 1 (TOP CONCRETE IE CENTERMATES CENTERMATES ( )z4 Oxt/2" S.N.O. iC TUBE 0x30C. FULL LENGHT. J W HV.LOCK 4 Or MIN. SEPARATION AT EACH ANGLE. (TYP) /� N W / HV LOCf(-2t�4 0 25 TO GLASS (SEE SHEET SCHED 2) ON 1— 1� 7 QI Q OR�gi®+OmR©mP tG a�mP O �'.J a'® OUT ®' to+ 51-1@-©mR©-g- HVA HV8 � HVC EXISTING GLASS r POURED CONCRETE -OR ,{� %� I CONCRETE BLOCK WALL l� ©+© O @ ------------ O @ @ / IXISTING 5 + 8) OR i + 7 OR � _ _ t � + 5 � + 3 °A 0° REOU ED �rcLASS a 8)-@s+©mRts-@5 �EXISTTN SYMMETRICAL ��* IN �6 `7�•0,�©�j r�OR--r------ — '— --I GLASS CENTERMATES ILb) MIN. SEPARATION a ,� T- O1 W HV LOCK 6* J `OPTIONAL +©-�+OmRO+O] OR (SEE SCHEDULE ON MIN. SEPARATION - I N * �� 8 + 8 at 19 + 3 a 19 + g SHEET 12) TO GLASS ®" 3 _ ----_ (INTERIOR) O O O © O �- -- SEE SCHEDULE Ofy OPTIONAL � I SHEET \ - (INTERIOR) I _-_—_—_ _---_—_-----__----_ o—O ' CONCRETE] --------- ----�C Xc 1 VARII S �(� /ANCHORS W 1 O2 * I % 16 O.C. R � 3 VARIES / 90, * Vf I% ® OUT 6 1/2" MAX. SLACK HVI� (EXTERIOR) HVE HVF** FLORIDA BUILDING CODE (High Velocity HUrricane Zone, IIIIIIFi� A.�TI(�� @ 2012 EASTERN METAL SUPPLY, INC. PRODUCT REVISED Buildin:..y-:.•.......:.:..::..•. �Q`: vnr�. '• ✓.� OItA RC3'pCAAA w�Es�iii�v,ae RtC�Q1!'M MHO111 ® m o ! &ceN .• VCItlJF'•• % _ Accordion Shutter System ae�myl®eDINo -0 2,.01 1 �. �,'. �' ®INe, \ AND SHUTTER CORPORATION EVI Dwe 17 a (ASSA 16) H.V. BLADE #1 W/ OR W/O H.V. WNDOV! BLADE & H.Y, BLADE ` * 's ��/��/'✓ TILLIT TESTING & ENGINEERING COMPANY Ev. N DcscRlPnoN DATE Gre« by: F.P./A.G. vaConlrol •o : STATF OF �� .355 NA 38th. SL. Ste. 303, VIRGINIA OARDENS. FIDRIDA 3316 3001 S.E. GRAN PARK WAY 1 OLD Ofi-374 03 i5 12 DATE: 03/75/12 �• a ^.'' tI Phone : (305)871-1530 . Fax 1 (306)671-1531 STUAI 34997 r;..'•• .FCUR1pA,: �L ,A4 a-mmil; tilt eeo®mel.eom 2 DRAWING No r `4 3 'SS%O• �`�IIIIL WALTER� TILL7 Jr. P. E. PH (BOO) 244-4143 FAX (772) 287-9740 4 I 12-085 MIAMI-DADE COUNTY P.E. 3E t nATF FLORIDA Lie. h 4.4167 5 ^„��� . 0 V T I g�� I N O•� EXISTING GLASS . f i BLADE (1] SLACK DETAIL HVF. INDICATED ON SHEET 8, AS Wes- AS UNIVERSAL FLOATING BLADE 3Q DETAIL HDD-HVO 1 INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE i `1 D,•, ©5 oR ©+ 1 3 y+©.©� INSiALL4TI0N DETAIL HVG SHOWN IN THIS SHEET. i O+O � ©eftO4O i 18 CP ©•©°ft0'®�"®�`�'P SEE ENA CONN rrineJ nFreuc nw cuccre „ & 20 2"x2•xl/S"x0,— '� I ®" ®CP 19 t ©CRIl 41aQ ANGLE W/(2)61/4 0 TAPCON `J ANCHORS TO CONCRETE (TOP/BOTTOM) & I L _ (4)�10x1/2• S.M.S. TO TUBE N10x3/4• S.M.S. ® 12• — — — — — — — — — — — — — — — — — — — — — —' — — — — .- ——— _-- -- — — — — — ---1 AT EACH ANGLE. (A I i O.C. FULL LENGHT, H I N * �. MIN. SEP TION LOWT(INSIDE) 1 37 30 LOCK (INSI (BEETcHGIASS DULE ON SHE 12) - — - — - — - — - — - - -' ---Ak_ 1 J2 z- 1j25-� 28---i 29 1 28 h- -i 29 35 35 OUT]5 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 27 NYLON SCREW HEAD W/ 7/8"0 x 3/32 WINGNUT, * SEE NOTE 6 FOR HV LOCK 3� , 30 HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S. "T" LOCK. ON SHEET 5. W/1/4"O x 5/8" RIVNUT j. @ HV "T" LOCK (OUTSIDE) 1 SERIES 9444 ALUMINUM t-1 VG * (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUrSERT• PART c4 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL FLORIDA BUILDING CODE (High VeIOCity Hurricane Zone 1 "'••., J "o m 2012 EASTERN METAL SUPPLY, INC. PRODUCT REVISED `71`.• �,>,GE�1S�c•'••;9 I!� •••-!,^r.G ri!h l±c Flnridx GULFSTREAM ®I.AIII,nl MfelM �E9S��� �� TM Boiklin8 L Axeptanca ND 2•032 .of N0. 44167 •`: / I'L ��C tiac pPlB SHUTTER -CORPORATION Accordion Shutter System Expi anllatua (ASSA # 16) H.V. BLADE #1 W/ OR WHO H.V. WINDOW BLADE & H.N, BLADE gy TIWT TESTING & ENGINEERING COMPANY REV. H DESCRIPTION DATE Drawn h : F.P./A.C, Mi®oi FOade aControl 'p F., F P,;' A� 6359 N.W. 38M. SL, St- M. VPiDiNU GARDENS, FlAR®A 3310 3001 S.E. GRAN PARK WAY + OLD 06-314 03 15 12 DATE: 03/75/12 ^err. > Phone : (305)871-1530 . Fox : (305)871-1531 STUART 34997 2 DRAWING No At ��a-mail: I taco®aoLcom 3 •''ii/dI-of1I1'' WALTER A. TILUT Jr. P. a 1 2-085 FLORIDA Uc. � 44157 PH (800) 244-4143 FAX {7721 287-974G MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE s ���R SEE_ END WALL Co NECTION DETAILS nu swEETS i I & 20 OUT 9Q IA1 -f EXISTING GLASS INSTALLATION 1 HV BLADE ©+R®�©}00�10 RQaR W/ HD CENTERMATES ©+Q +©aR©+ 7O+®aR SEE END WALLCONNECTION [—EXISTING GLASS RETAILS ON SHEETS 11 �Bt 2d—I 1 ---'--- 8 Boa 9+1 o91g+ g — ------------P--—--— -- — — —— 2'x2"x1/8"x0'-2' (6053-TG ALLOY) ALUM. _ .. ANGLE' W/ (2) 1/4'0 1/2 I I 3rJ * 3•5 * i 7APTE ANCHORS 70 CONCRETE (70P/BQITOM) I #10 x 3/4' S.M.S. 0 12' O.C, MIN. SEPARATION I (OPTIONAL) TO GLASS (4) H.V. �{d� �i, , (OPTIONAL) S (4)14XI/2" 5.M.5� io TUBE AT EACH I j (SEE SCHEDULE PINS (TYP.) ON SHEET 12 I I I N (4) H v. I 33 ANGLE (TYP) V �e t / / 4 5 8" I B 1/2" PINS (TYP.) —S Wffip J 0 HDA-HVA * SEE NOTES'ON LOCKING RODS(D & HD Q LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD-HVD IS VAL 1D FOR ALL CENTERMATES APPLICATIONS WITH BLADE D PRODUCTREVISIE I`AP as mnPUmg .vun ..- r.w..... 13ailding Cad. Aacopi'm No 2-o3Z3.o1 C Fapi lion Data 2 oJ7 �C py ct Cantrnt - MIAIMI-DADE COUNTY P.E. (Q NAL) HDB—HVB OUT SYMMETRICAL HD CENTERMATES W/ 2! LOCK (EXTERIOR,) HDD-HVD** / 11LIEC®IN.. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St., St.. 3a5, VIRGINIA C.ROENS, FLORIDA 33 Phan. (305)871-1530 . Fax : (305)871-1531 .- fl: tilt...aDaol.eam ES-0006719 WALTER A TILUT Jr. P. E. (1 4 FLORIDA U.. 4167 OULPSTRIF&M ALdIIM1111uM ANC SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART. FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 HDC-HVC ®OR Qom® OR 1 9 + UILDING CODE (High Velocity Hurricane Zone 02012 EASTERN METAL SUPPLY, INC, RERTMA 14V TM �Accordion Shutter System I HN. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & HY. BLADE 41 DRAWING No 12-085 ® 16" (LOCATE AT EITHER SIDE OF O) 1/2" MIN T _ #10x1/2" S.M.S,� ® 16" O.C. ANCHOR ® 16" / O.C. POURED CONCRETE OR / `V CONCRETE BLOCK WALL REQUIRE / /--IXISTING GLASS MIN. SEPARATION EO! TO MASS (SEE I SCHEDULE ON SHEET 1/16"x3" MAX. 12 FOR BLADE ON elseT 26 FOR (6063-T6) CONT. 6LAp� � & ALUM. CLOSER PLATE (LOCATE 1/2"T i AT EITHER MIN OF ) #1Dx1/2• S.M.S. •----� ® 16" O.C. OR l.o' SEE DETAIL X FOR SIDE CONNECTION 6 •O7 a 8� 10 •®0 TO TRACKS — — — — — z� EXIEXIST—INGi( GLASS /#11/2' UN. SEPARATION TO GLASS (SEESCHEDULE ON SHET 12 FOR BLADE OAND CONCRETE ON SHEET 28 FOR ANCHOR nl POURED CONCRETE POURED CONCRETE % OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED 1 -IXISTING GLASS ISTING GLASS _- - _� MIN. SEPARATIONTO GLASS / SCHEDULE OON(SEE SHEET NON, SEPAPATION 12 FOR BLADE OANO / TO CUSS (SEE I% ON SHEET 28 FOR I SCHEDULE ON SHEET BLADES (D& ® i 12 FOR BLADE RAND / ON SHEET 23. BLADE (D 1/2" Ll I � I - •%USE 1" OR 2" MAX. ----- ! (AS APPUCABLE)x2"xl/8"xO'-2' ALUMINUM CUP ANGLE I (6063-TS ALLOY) AT MIDHEIGHT O (1) #I Ox1/2" S.M.S. To©& ) (2)1/4"9 TAPCONS ANCHORS TO i i SEE DETAIL X FOR WALL AT i" O.C. (LOCATE AT / OR ®' SIDE CONNECTION NECTION TRACKS O OR ® OTHER SIDE OF p) 71 -T BLOCK WALL REQUIRED / -2" MIN TING GLASS MIN. SEPARATION TO CLASS (SEE SCFiEOUIE ON SHEET I ,� 12 FnR PLAD=OA1� CN SL7EEi 25 BLADE'S ,(FOOR (D& `7' OR a®°'©•O7 aO 0 •pu SEE DETAIL X FOBJ !'1 SIDE CONNECTION 4 °1LWp1©• 7O°"Q� f0 •®°' #• 7 ..8 0'ps' I 10•®®®•pw©•®°' TO TRACKS IO.pap•®a©,®q pia©•0•®a ®•p�®.®a0•®d •0.pap•p.®`" DETAIL 2 END CONNECTION DETAIL 4 —_9._ O AND CQNNEG4ITION DETAIL 03 O POURED CONCRETE OR + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" REQUIRED E BLOCK WALL � EXISTING LA G MIN. SUIARATION TSO'FD GGN(SHEEr D LSEE -----=5S /2"MIN. 12 FOR GLADE OAND L ON SHEET 28 FOR �� �Nlw-117211 / 0OR Qg' I a®v© TOa6Q 10.®� aac�l:wtL:Rn �-- POURED CONCRETE ORCONCRETE ®�©•pwp�p•®m 10'®°'©'®°°®'©�' END INSTALLATION REQUIRED BLOCK WALL 10ppa©•�©'®.. ©•O7 •®a©• 7O.®a ��©•O ©a© O•®a ®ap pap ®� (j1 HV BLADE 0__R_R HV WINDOW BLADE INTO END CONNECTION DETAIL 5 ®.�a�.®a© CONCRETE OR CONCRETE BLOCK WALL O ®0 0 ®a®`® CONNECTION DE 1 6 O FLORIDA BUILDING CODE (High Velocity Hurricane Zone T`T11�.(SGF� A. r�C( 02012 EASTERN METAL SUPPLY, INC. PRODUCT REVISL•D le �jii>=(11�'�'••, 'P Q:l_I A�FCTRFAM AN SIMIu�9M BEtTN®141 TM, 0 cd,.g ing++iththnFlatid: = Accordion Shutter System Acc.plu Code 1 E' C 6 , N,_ AND SPLUTTER CORPORATION Y Acccplxnce No Z -0 3 23.o I � ' H.V. BLADE #1 W/ OR W/D N. WINDOW BLADE & H.V. BLADE on: n DRte�11 */�v: ; (%SSA 16} .p b -TILLIT TESTING &ENGINEERING COMPANY REV. No DESCRIPTION DAZE D� ; By SLATE F ; ' c� �� e7ss N.W. setn. SL. St.. 303, VIRGIN% GARDENS, nORMA 331E 3001 S.E. GRAN PARK WAY + DIA 06-314 0.S 15 12 DATE: 03/15/12 Mimei Dadelum IV, Phona : (306)071-1570 . Fax : (305)871 -1531 y^T1JA�, FL 34997 2 1"n.•••.......•• '`C,•\",t�S a -mail: at...cow.— g DRA WING pNo �` lttl EB-0006719 L�005 !!,� WALTER A TILL.IT Jr. P. E PH (800) 244-4143 FAX (772) 287-9740 4 MIAMI—DADE COUNTY P.E. YSEALIS�fL�fNATURE/DATE FLORIDA Uc. # a4167 9 SHEET sr".1HFnlu F i1 MAXIMUM SHUTTER SPAN *1'L+" OR "L-" (ft.) FOR INSTALLATIONS W/ ® & ® or or W/ ONE HV LOCK or ® or db or HD LOCK W/ NO LOCKI RODS ® 00 CENTERMATES' & W/ ONE HV LOCK ® W/ TWO LOCKING RODS (5 TOP & BOTTOM . ♦ (SEE NOTE t) NA)OWUM AS.D CESGN LDAo n-) CONCRETE & WOOD INSTALLATIONS • WALL MOUNTING I FLOOR/CEILING MOUNTING L + (ft) I L - (IQ L + (n) L - (ft) 30 13'-2" 16'-0" 15-2' 16'-0' 35 12'-8" 14-10 12'-8' 14'-10° 40 12'-3" 73'-10" 12'-3" 13'-10' 45 11'-11" 13'-l" 1V-11" 13'-1" 50 1 V-7" 12'-5" 1l'-7" 12'-5" 55 11'-4" I V-10" 1l'-4' 11-10" 65 10'-10" 10'-10" 10'-7' 1 - 70 10'-6' 10'-6" 10'-2" 75 10'-l" 10-1- 9'-10" 80 9'-10" 1 9'-9" W-7" 9'-10. 85 9'-6" 9'-6` T-3' 90 9•-3" 1 9.-3. g,-0. 9,-3. 95 9'-0" 8'-g- 100 8'-9" 8'-4' 105 W-7" 7'-11" Ila W-4" 7'-7" 8'-2" 7'-11' 115 1'-2° 7'-3' 8'-0" 7'-7' 120 8'-0' W-11" 7'-10° 125 7'-10' 6'-8' F-8" 7'-0' 130 7'-8"0'-5" 7'-6" 6'-9" 135 T-7' 6'-2' 7,-4" 6'-6" 140 7'-5" 5'-11" 7'-3' 6'-3" 145 7'-3' 5'-g` 7'-l' 6'-1)' 150 7'-2" 5'-7' 7'-0' 5'-10' 155 7'-0° 5'-5" 6'-10" 5'-8. 160 6'-11" 5'-2° 6'-9" 5'-6' 1655 6'-10' 5'7" 6'-8" 5'-4" 170 6'-9" 4'-1'.' 5'-7" 175 6'-7' 4'-9" 6'-5" 5'-0' 180 6'-fi' 4'-8' 6'-4- 4'-10' 185 6'-5" 4'-6" 6'-3" 4'-9" 190 6'-4" 4'-5' 6'-2" 4'-7- 195 6'-3" 4'-S" 6'-1" 4'-6" 200 6'-2' 4'-2" 6'-0' 4'_5' 205 6'-D` 4'-1' SCHFOULF $9 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ CENTERMATES. 21 & ONE HV LOCK OR OR 6 W/ NO OCKING RODS *(SEE NOTE t) LQa. DESG' (+ OR -7 CONCRETE & WCOO INSTALLATIONS A ' WALL MOUNTINGS FLOOR/CVUNG MOUNTINGS L + (6) L - (fil 35 ll'-9" 13'-8` 40 45 50 10'-9" I V-5" 55 10'-6" 10'-11° 60 10'-3" 10'-5' 65 10'-O' 10'-O' 70 9'-8' W-B" 75 9'-4` 9'-4" 60 9'-0' 9'-0" 85 B'-g' 8'-9. 90 8'-6" 8'-8" 95 8'-3- 8'-3' 100 W-1" 8'-,. 105 7'-11' 7'-11' 110 1.-8" 7'-7" 115 7'-6" 7'-3- 120 7'-4- W-11" 125 7'-3" 6'-8` 130 7'-1. 6'-5" 135 W-11' 6'-2" 140 W-10' 5'-11" 145 6'-6. 5'-9' 150 6'-7" 5'-7" 155 6'-6" 5'-5" 160 6'-5' 5'-2' 165 fi'-3' 5'-1" 170 V-2- 4'-11- 175 6'-1' 1 4'-9° ISO 6'-0" 4'-8" 185 190 5'-10" 195 5'-9" 4'-3" 200 W-9" 4'-2' 2 55 5'-8" 4'-1` V, rift,"'"gip PRODUCT REv1s® ��41ya4 • apENSF`;'�P as wmelyina with the Florida Btdldin9 Cud- Acceprml-e No -o Z. •o( F_* ion Daft ,- T�vUmtMD D«C01WOT _ t .. ct�G;•II MIAMI—DADE COUNTY P.E. SEAL%M(W6RE/D SCHEDULE 03 AXIMUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS w/ & W/ TWO HV OR OR LOCKS OR 0 OCKING RODS ® TOP/BOTTOIv / ONE HV LOCK @ OR R ♦ SEE NOTE t) 1A10MUM O6 GN LOAD LOAD (i ORR-) -) CONCRETE a W000 INSTALLATIONS FLOOR/C�UNC MOUNTING 30 13,-1" 35 12'-7' 15'-7' 40 12'-2" 15'-2" 45 1 V-9" 14'-3" 50 ll'-6` 13'-7' 55 11'-3" 12'-11' 60 11'-0' 12'-4- 65 10'-9' 11'-11" 70 10'-7" 11'-5" 75 10'-4" BO 10'-O" 85 g'-g" 10,-5. 90 9-5' 10'-1" 95 9'-2" W-10' 100 9'-0. V-7• 105 110 8'-7° 9'-2• 115 8'-4- 120 8'-2" 125 8'-0° 130 7'-10" 8'-1` 135 7'-g- 140 7'-6° 145 7'-3' ISO M7--2- 7'-0' 155 6'-9° 160 6'-7"165 6'-4- 170 6'-11' W-2' 175 6'-9' 6'-0' 180 6'-8" 5'-10" 185 6'-7" 5'—B" 190 6'-6" 5'-6- 195 6'-5. 205 6'-3" * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.O. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+° AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG MOUNTINGS: i FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt+", °L2+', "Lt-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psT. A.S.D. DESIGN LOAD. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #S. SHEET 5. eI v* 11LIECOINC. TILLIT TESTING & ENGINEERING COMPANY } R365 N.W. 36th. 5L. 5W. 305, VRGINIA GAAOENS. FLCRIOA 33 �• Phone : (305)871-1530 . Fax : (305)871-1531 a -moll: 61tec00aol.eom EB-0006719 WALTE.R A TILLIr Jr, P, E. ATr FLORIDA Ua (I 44167 • SEPARATION TO CLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER, (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS c" MINIMUM SEPARATION TO GLASS -SCHEDULE, SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN SYAA� CENTERMATES OPPOCIN� CENTERMATES 105" OR LESS 3 5/16"� ` >105" TO MAX. 3 7/8"A 4" ALLOWED ♦USE 2 1/2' FOR HD LOCK OR ' USE INDICATED VALUES FOR C ERMA'TES,� MINIMUM SEPARATION TO GLASS SCHFD R w SHUTTER W/ ONE LOCK &TWO LO KIN- RODS OR WITH ONLY TWO LOCKS SHUTTER INSTALLATION W/ INSTALLATION W/ SPAN c_YL!A!ETRICAL CENTERMATES OPPOSING CENTERMATES 105' OR LESS 2 3/4" •" 3 3/16- >105" TO MAX ALLOWED 3 1/4° ... 3 1/4" USE 2 15/ 16- FOR HV 7" LOCK (O 'R/ CJ °�• USE 4 1/8" FOR HV "T" LOCK 30 W/ ®5 USE INDICATED VALUES FOR HV CENTEMMATES. f!'STA ATION L -EMD ETEu +ANSORY WOOD W L L!• G B. C, F,��Kpyy& 1. M. N. 0, P. 0. R. S &V. O /CEILING 1AouNnN - C. & J. T, U. W & X. 0 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane, Yon © 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL" 34997 PH (800) 244-4143 FAX (772) 287-9740 BERTHA HV TM Accordion Shutter System N. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 921 DRAWING No 12-085 2W Mlw. WOOD STUDS._ (AS APPLICABLE) WA' nNISH EXISTING GLASS `AL nON 10 (LASS (SEE \ E EO\\I 3 - ..... . END INSTALLATIONS C1 HV & d1 HV♦ BLADES INTO 2"x4" MIN WOOD STUDS 1 /4'e TAPCON OR TMCON ITHADVANCED THREADFORM TECHNOLOGY RW BU,LDEX ANCHORS 0 8' O.C. W/ 1 I/2' MIN. THREADED PENETRATION INTO ENDS OR W/ MIN. 1/2' THREADED PENS nOF NO SUDS C UDSEEXIST. 1/2' MIN. COX PLYWOOD. .. l ' _2'X4• MIN. WOOD / STUDS REO'O. i__,V�EXSNJTG GLASS T 1/2' UTN. PLYW( MK SaRAIRATION 10 GLA4 (BEE i (6ON SI 0fi3'T6)•CO14T W"�'L—AL'/2'uIN 12FOROR�MADE ® 2'X4' MIN. WOOD \ I \ /—EXISTING CLJ55 — T 70 GLASS (SEE 1/2' MN. COX / O ^'•"�_ SCHEME ON SHEET 12 FOR SLADE'O" PLYWOOD. Imo"` 1/2 MIN. PLATE (LOCAER TE 1/2 M15H PLYWOOD. Dim&® / HALA6�8� T AT ERHER SIDE F941SHIrca 1' ca 2' R•i. .._ .._ .0) / I t YMAL1M111Rya'_1, Ews:_te AUDO Ar Na cHr OR (W U V SEE DETAIL X FOR 1 OR SEE E DETAIL % FCR J 9,DCONNECTION TO 17NACN5 i 1 OR "�••(✓]. 7Q"© 10 •yl- SIDE CONNECTION TD TRACKS "®"©'V.�^C;t•®- •®"©•C?l"a0■®•O @'®-l'..`T•�"V•�(+- a ©.Oj •©>©,O.®" 08 END CONNECTION DETAIL Q END CONNECTION DETAIL ® END CONNECTION D_ ETAIL ( EXISTING CLASS 1/4'0 TAPCON OR TAPCON 1/4.0 TAPCON ON TAPCON ADVANCED THREADFORM WITH ADVANCED TNREADFO TECHNOLOGY TECHNOLOGY IIW BUILDEX TECHNOLOGY I(W BULDIX /-- E�XISTING / 2'X4' MIN. WOOD kwcNWATICN SN0S REO'D. ANCHORS 11 1 1/2• N. THRF . PENETRATION ANCHORS W/ 1 1/2• NRL TKRE400 PENETRATION f10r1/2' S.M.B. MN. SEPARATION INTO SUDS O 12' O.Q. INTO S?VOS ® 12. O.C. 018 O.C. 1L1 GLASS (ME ((��, I 3" — WALL FINISH WAWA 1D OR 12 SCHMULE 01 SHEEr 4 CON SNEET FOR 2-.4STUDsMIN W000.L cWN H-�'D•¢�J- ®• t-a $• 0-n• a" PLAN OR L OR3 VIEW Y o.Iq• sus m(q 1/•'• YlPtadi PAS N MIN AOMICEO Grow IcrA"almr Ron Ara21OR LL Ar 1•a.4 i D AT Drtm1 sat a11,1 I SEE DETAIL X FORJ 1D OR 12 SCHMULE 01 SHEEr 4 CON SNEET FOR 2-.4STUDsMIN W000.L cWN H-�'D•¢�J- ®• t-a $• 0-n• a" PLAN OR L OR3 VIEW Y o.Iq• sus m(q 1/•'• YlPtadi PAS N MIN AOMICEO Grow IcrA"almr Ron Ara21OR LL Ar 1•a.4 i D AT Drtm1 sat a11,1 I SEE DETAIL X FORJ 21.4' MIN. WOOD STUDS. (AS APPLICABLE) / ,^Y / :i /•WIASLIN. rA/FW \ �• EXISTING GLASS \ WN SEPARATION y" TO GLASS (ALE 12 FOR RAM ORM IN SHEET 20 FCR BLADES& �a M SIDE CONNECTIONTO TUCKS l:l— l�"C'P-©' Q" e A1•L� •r(�- END CONNECTION DETAIL f3Ol i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' ♦ SEE LIMITATIONS OF USE OF BLADE to ON SHEET 28 bORG011@ OR 1, 0R 13 DR90R_ly END CONNECTION DETAIL 9 END CONNECTION DETAIL DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone, ffff///INI/is - ©2012 EASTERN METAL SUPPLY, INC. PRODUCCREVISED o complytingwit6EhcFfOridR ,���Q�.••'�CFNS.wry'•',_ GULFSTREA►M ALUMINUM BERTHA 1'BV TM W p. "� S 1 �. E C ®� N , Accordion Shutter System ADceplionr NQ-0423.0 AND SHUTTER CORPORATION H1cpi Lion Date Z-/7 D. (ASSA j/ 16) H.V. BLADE #1 W/ OR W/O HAI. WINDOW BLADE & H.V. BLADE By �2A TIWT TESTING & ENGINEERING COMPANY REV. Ha DEecRIPnoN DATe Gra1m b : F.P./A.G. IMIDTAE r Cantrot 01• t1359 N.W. J6UL SL, Ala 3as, vwcww wRDos. ROflIDA 331e 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/75/12 Ph-- : (305)871-1530 . FAX ; (305)871-1531 STUART,F, 34997 2 Lpf!�CORIOPf ,0b� -.all: Ulte000 l.c m a DRAWING No `_1ss�pp....•• �,OOA WALT A. TIDLUT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 1 2�08`5 MIAMI-DADE COUNTY P.E. 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VIRGINIA GNiDE'NS FLOFIOA 731 Phano : (305)811-1530 . Fax : (305)871-1531 �.., . > �,+' r s .........`CS ,i S/ONAL �` a -mail: Ntec Go.I.— EB-000671E WALTER A TUB Jr. P. E. ,9i1' P.E. SEMf'-1 }Ah�TU4 ODATE FLORIDA Uc. 4a187 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 ♦ SEE UM ATIONS OF USE FOR BLADE 1A ON SHEET 28 HV BLADE OR O HV BLADE W/ 9 HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE ©2012 Ei CULFSTREAM ALUMINIUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 Velocity hurricane Zone METAL SUPPLY, INC. I DIMN II ®' A Inv TM i IAccordion Shutter System HN. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE #21 DRAWING No 12-085 3 0 R LEA 5'-0" 11'-0" _ (SEE MDUNRNGS E. G. & H ON SHEET.' TeWOONCFETE BLOCK I Pat SILL MOUNTING I ©CEILING MOUNTING :N MAA, 1M I I I< -FAINT. A.. . * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES OREIE OR CONCRETE BLOCK MS._ TA I ATt 1. ANCHORS 7) TO SUBSTRATE SHALL BE AS FOLLOWS: & I CONCRETE_. (A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 kei) 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. f'o 3 ksl) aO�F•LQO� R+MO NG - 1/4'm x 3/4" ALL. POINTS SOUO-T ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. (Min. t'e S koQ ASS:O7DESION-NEGATNE LOAD Def ANCHORS SPACING LEGEND - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min, Fo - 2 kel) 70 40 0 ['S 90 120 TAPCDN OR '/'v '_'ER? ANCHORS AS MkNUFA0uREu tlT YUWE6 FAST NERS, WU.. AND UISIRI611LU UT ALL PUINT5 5CREW, BULT & SPECIALTY TAPCDN WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. THREADF WI TECHNOLOGY(Min. (e = 3 kGl) ALL POINTS SOLID -SET NOTES: MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ BLUE TAP iV/ CAP ANCHORS IS 1 3/4'. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. 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TIC ,"`/o PRODUCT REVISED •'•••. ••••'• eS complying 1Eith the Flood& G 1°�' ; • J,L �c1CC r Building Cale nc«pTmC.-o3Z3.o) 13xpir ioDD 2 /i *'.��'�� �/�'•.. MLmDiD aCOtum �'�ti-�T��"C : �! MIAMI-DADE COUNTY I P.E. A.2) MINIMUM EMBEDMENT OF 114 0 x 3/4 ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8 INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"O-20 S.S. MACHNE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. • SEE UM8TIONS OF USE FOR A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, BLADE to ON SHEET 26 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL. STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDE(, - 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 11/2' LONG MINIMUM SHOULD STUCCO EXIST; AND 1' MINIMUM FOR WALLS WITH NO STUCCO, B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 82) ABOVE FOR, INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2BA (C) ANCHORS SHALT. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCNORS 1 V B DE OR 1 HV BLADE W 1 V WINDOW BLADE WORKING IN UNISON EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; MAXHAUM ANCHOR. SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. 0. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT -SE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE DICTANCE TAPCDN TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SCUD SET BLUE TAP 4!/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING o 3" MIN. SPACING - J' MIN. SPACING - 3 1/2" MIN. SPACING a 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK MAL Ef1.S �� CAME UK E0..3 1/2' CANOEiE B!%X MR EO.2 1/Y POURED CONCRETE & CONCRETE BLOCK MN E0..3 l/2' POURED CONCRETE & CONCRETE BLOCK MN. E0..3' POURED CONCREGE w EO.3 1/1 CONCRETE &OOC L!N E0..2 1/2' 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 0.81 1.0 0.67 1.0 0.71 0.31 - 1 t/2" 0.35 - - - -1 0.35 - FLORIDA I GULFSTREAM ALUMINUM I ` 11 L I E C 0 1 Nt:. AND SHUTTER CORPORATION (ASSA # 16) HA %T TILLIT TESTING & ENGINEERING COMPANY LEI N.W. 101h, SL, Ste. 305, M11=14 GARDENS. FLORA 331 3001 S.E.GRAN PARK WAY pA� r 4 Phone ; (305)871-1530 . Fax : (305)871-1531 e-mail: bit ... 00o1- STUART, FL 34987 EB-05719 �LLIT 111 WALTER A JF. P. E. PH (800) 244-4143 FAX (772) 287-9740 )ATE FLORIDA Uc, 111 44167 .DING CODE (High Velocity Hurricane Zone 02012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System BLADE #1 W/ OR W/O H.V. WINDOW BLADE & HN, BLADE I', '. N. DESCRIPTION DATE OM- tt. 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Jn �• �• ; ��i�uvJ� ••' .r - ` *c�/ • �v By etc • t MIAMI-DADE COUNTY P.E. n5f L5 NICG41WD / 11L1EC O LING. * TILLIT TESTING & ENGINEERING COMPANY 63SS N.W. 38N. St.. St.. 303. VIR01N1A GARDENS, FLORIDA 33 Phone : (306)071-1530 , Fox (305)871-1631 .—.oil: Loteee®aal.— ,tt ES-0006719 I WALTER A. nwT Jr. P. E 6TC FLORIDA U.. a 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 1O HV BLADE ONLY FLORIDA GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 mJ 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System LADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12-085 MAXIMUM ANCHOR' SPACING U) SCHEDULE FOR A GIVEN MAX SHUTTER` SPAN NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDIN MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) f=-� U FEB _-E;T F=;ZAT PH - MAXIMUM SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0,36 1 /2" MIN. CDX PLYWOOD SPAN (ft) WALL MOUNTINGS K. N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0& R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P';& Q NEGATIVE A.S.D. DESIGN LOAD (pafNEGATIVE A.S.D. DESIGN LOAD (p EGATNE A.S.D. DESIGN LOAD (pa EGATNE A.S.O. DESIGN LOAD( NEGATNE A.S.D. DESIGN LOAD (psf 14EGATIVE A.S.D. DESIGN LOAD (paF NEGATIVE A.S.D. DESIGN LOAD.(pa1 30 40 60 75 90 105 30140 160175 90 105 30 40 160175 90 105 30 40 60 75 90 105 30 40 160175 90 105 30 F4OT60 75 90 105 30 40 60 75 190 105 '-0" OR LESS 12 10 101 9 1 8 8 6 6 1 6 1 6 5 5 12 10 101 9 8 8 1 6 6 6 1 6 5 4 12 10 10 9 11 8 6 6 6 4.514 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 101 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 18 1 6 1 6 4.5 3.5 3 2.5 6 5 411 4 14 13 5'-0' 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 ' _O.' 7'-0' 8'-0" 12 12 12 10 10 10 10 10 10 9 9 7.5 B 6.5 4.5 6.5 4 3 6 6 6 6 5.5 5 4.5 4 3 3.5 3 2.5 3 2.5 2 2.5 2 2 12 12 12 10 10 10 10 10 10 9 9 5.5 8 4.5 3 4.5 3 - 6 6 5.5 5.5 5 4 3.5 3 2.5 3 2.5 2 2.5 2 2 2 - - 12 12 12 10 10 10 10 110 10 9 7 4 6 3 - 3 - - 6 5 4.5 4.5 4 3 3 2.5 2 2 2-- - 2 - - fi 6 6 5 5 5 4 4 4 4 4 - 3.5 -- - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 1 4 2.5 1- - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0' 12 10 15.5 - I- - 5 3.5 2 - - - 12110 1 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 - - 12 10 3 - - - 3.52.5 - - - - 1210 - - - - 3 2 - - - - 613-0" 12 10 - - - - 4 3 - - 12 10 - - - - 3,5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 414'-0" 12 104 3 12- - - 12 7 - - - - 32- - - - 12 5 - - - - 2.5 2 - - - - 6 315'-0" 12 - - - - - 3.5 - 1.5 - 612 3 - - - 12 - - - - - 2.5 - - - - - 11 - i NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES 1. ANCHORS TO WALL. FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON OR TAPCDN WITH ADVANCED THREAUFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. S. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.O.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -611N. 1/2' COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCE' REVISCD ____,���" ,,,E Building Code • L34 AeocTlf®ca No ,-D •oj ,ACC Eapim9ion Date o 17 oy k • Dodo •Control - - MIAMI-DADE COUNTY 1P.E. H�� 3LA_)E OR !�V BLADE W/ HV ','.':;vQQW BLADE WORKING IN UNISON* A SEE LIMITATIONS OF USE OF ELATE C; ON SHEET 28 -�- / 11L1EC0 _,,. ' i * TILUT TESTING & ENGINCERING COMPANY T� nF i : 6355 N.w. 361h. St.. st.. 305, VMP& GARDENS. FLORIDA 33 `ze 46A L0R1p , �.•''G,%, % Phone : (305)871-1530 . FOX : (305)871-1531 e- 11:8ileobol."n, t �� EB-0006719 WALTER A. TILUT ft. P. F iL VINIR�I I )e YnATC FLORIDA Ue. 1 44167 FLORIDA BUILD GUILFSTREAM ALUMINUM %ND SHUTTER CORPORATION (ASSA 111 16) 3001 S.E. GRAN PARK WAY STUART, FL, 34997 PH (500) 244-4143 FAX (772) 287-9740 ING CODE (High Velocity Hurricane Zone QD2012 EASTERN METAL SUPPLY, INC. BERTMA HV TM Accordion Shutter System LADE #1 W/ OR W/O HN. WINDOW BLADE & H.V. BLADE A DRAWING No 12-085 (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft.) :E�; t-_­J B = T FZZ T PH - SOUTHERN PINE No. 2 W1 MIN. G=0,55, OMING0.50W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL �MOVUNTINGS B.O. W SLL & V MOUNTINGS B.O. WALL V MOUNTINGS DATIVE A.S.D. DESIGN LOAD (PsI NEGATIVE A.S.D. DESIGN LOAD (pall NEGATIVE A.S.D. DESIGN LOAD (p 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0" OR LESS 12 12 12 12 112 12 12 12 12 112 112 112 12 12 12 12 12 12 4'-0" 12 12 12 12 112 12 '12 12 12 12 12 112 12 12 12 12 12 12 51_01• 12 12 12 12 112 12 12 12 12 12 12 12 12 12 12 12 11.510 6'-0" 12 12 12 12 112 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7'-0" 12 12 12 12 112 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 112 12 12 12 12 12 10.5 9 12 112111 8.5 7 7 9'-0" 12 12 12 12 112 IO.E 12 12 12 11 9 8 12 112 9.5 7.5 6.51 6 10'-0" 12 12 12 12 41.59.5 12 112 12 10 8 7 12 112. 8.5 7 6 5.5 11'-0" 12 12 12 12 110 8.5 12 12 11.51 9 7.5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 1.5 9.5 8 12 12 0. 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 10. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 A 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 5 12 12 8 6.5 5.5 3.5 11.5 8.5 6 4.5 4 3 16'-0" 12 12 10.5 8.5 6.5 4 1.5 12 8 1 6 4.5 3 11 8 5.5 4 3 - O HV BLADE ONLY + NOTES ON ANCHORS R 0 IREM NT WOOD SUQSTRATE5. 1. ANCHORS TO WALL, FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS, AS MANUFAGTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 1B & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0=0.55 (N.D.S) -DOUGLAS FIR W/ G-0,50 (N.D,S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 9-0.36 (N.O.S,) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCTREVISED �AAA,,VP.'�VE,uSF•'•.✓-{ui " cnm;J3+Rg with tht, Florida • x _ Building Coda Acceptance No Z-O 2.4. o) • N �• / IIL E C ® 141 C. Fxpi ton Datc o 2 o i•l By . J ;90�;'._FLARmP..:.L�.' TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 351h. SL. Stu. 303. MRGDIIA GARDENS, R.MDA 33 i ct Couuv • 'ss .......••• `C7• ttp G`` /ONAL E '161 Ph- : (305)871-1530 . For : (305)871-1531 a-M.P: URuc.Ycol.C- �iiii/ifffff ES-0006719 WALTER A TIWr Jr. P. E MIAMI-DADE COUNTY P.E. SEAUSIGNATURF/DATE FLORIDA U.. 1 44197 GULFSTREA1�f1 ALIJIL1111�111M kND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (500) 244-4143 FAX (772) 287-9740 ING CODE (High Velocity Hurricone © 20122 EASTERN METAL SUPPLY,, INC. BER p HA H_@TM Accordion Shutter Syst LADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. DRAWING No 12-085 INSTALLATION QUAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & 0& HV♦ BLADES (AS APPLICABLE f T1/4"O TAPCON OR a N QC JI -ry U h K SiIA 1 U WITH LA E & WORKING I/ TAPCON YATH ADVANC THREADFORM TECHNOLEDOGY 1/4°0 TAPCON OR W/ 1 1/2' Min. PENETRATION TAPCON WITH ADVANCED OF THREADED AREA TO �THREADFORM TECHNOLOGY I EXISTING W000 HEADER, I W/ I 1/2" Min. PENETRATION 1 OR ! OF AREA TO MIN. SEPARATION / I (SEE SCHEDULE ON SHEET 16) I L / EXISTI1 C�1400DOFR. TO GL4a (SEE I I (SEE SCHEDULE ON SHEET 16) �_ SCHEDULE ON S I I 12 FOR BLADE 11J AND I 1 OA 1 B I' Minh- 7/a"0-20x3/4" S.S. MACHINE SCREWS EXISTING I ON SHEEP 26 FOR I !T iry E W/ 1/4"-20 NUTS 0 12' O.C. GLASS—p BUIDESQI @ I I ! I OR 11J A WALL .I I /NI -4 p FlNISH / - WALL LOR FlNISH OPTIONAL IXISTNG MIN. WALL I (CO2'x4°WO'-FISHHEADER REQUIRED ® Y".IXISTING MIN. ti 1 2"x4' WOOD _ ',-1/4°0 TAPCON OR EXISTING I� &M SEPARATION I 's HEADER REQUIRED I 1 :1-.'O TAPCON WITH ADVANCED I 1 _ THREADFORM TECHNOLOGY MIN. SEPARATION I 1 2%4-" CONT. SILL I S TCH�ULE ONO MASS (S�JIcT l as (III 1 OF 1 1/2° Min. PENETRATION I� 12 07 BLADE 1 NdD I EXISTING I— TO GLASS PLATE REO'D. 1 OF THREADED AREA 0 li O&`DES&R OLASS—� (LE ON SHEETDI2) I MIDWIDTH OF WOOD PLATE. r (SEE SCHEDULE ON SHEET 161 HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION (0)HV WALL SILL INSTALLATION EXISTING -V— 1 MIN. SEPARATION I S ' I GLASS MIN. SEPARATION TO GLASS ' I III TO GLASS ON 2'z4' CONT. { TO CLASS I I 1 EXISTING GLAS EE. SCHEDULE II (SEE SCHEDULE ON SHEET 12) I <° EXISTING I ON SHEET 12) WOOD P O6 GLASS REG'0� 1/4`0-203/4' S.S11 1/4°0- 20x3/A' S.S. MACHINExCREWS W/ ' MACHINE SCREWS L -_ WALL 1/4"-20 NUTS a I I I v 1 USING 1/4"-20 NUTS I I' FINISH I I I I - +'12° D.C. - III i 'm 12"�j D.C. \ i \' +•I� _ 11 I 1 �I .�� .11.'J OR 18 I II n __�,-: \v OR@ non til.w 1� JLJI 2°x4" CONT.J WOOD PLATE{0 0-,1/40 TAPCON OR REO'D. I,.,i°Min.LTAPCON WITH ADVANCED';1�1 1/4'0 TAPCON OR �/THREADFORM TECHNOLOGY TAPCON WITH ADVANCED '1/2" Min. PENETRATION OF �'�' THREADFOPM TECHNOLOGY -THREADED AREA INTO PLYWOOD. 1.W/ 1/2Mln. PENETRATION OF 1-EE SHEET 4 FOR TYPICAL "SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 16) EXISTING MIN. 2"x4' STUDS THREADED AREA INTO PLYWOOD. 2-MOUNTING SECTIONS CAN BE IL (SEE SCHEDULE ON SHEET 16) COMBINED IN ANY WAY TO `-1/2' MIN. COX PLYWOOD REO'D. ® "GOD MAX. REO'D.— SUIT ANY INSTALLATION. PLYWOOD TO BE ATTACHED TO 1/2° MIN. CDX WALL FINISH L_IXISTING MIN. 2"x4" STUDS 0 16" O.C. MAX. REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. WITH SECTION 2322 OF THE F.B.C. ♦ SEE UM ATIONS OF USE OF HV WALL SILL INSTALLATION ®HV WALL SIL INSTAL CATION BLADE ION SHEEP 28 PRODUCT REVtSED p as compiying wild @e Y'lOrld. Building Code Aaeptanh NO]Z0.0 MIAMI-DADE COUNTY I P.E. INC. * TILUT TESTING & ENGINEERING COMPANY 1355 N.W. 361LL IL, Sle, 305, MRGMIA OARDE715, FLOWDA 33 r Q PhMe : (305)871-1530 . Fox : (305)871-1531 1 oil a-mOil: tnta..ft.lOom �11 ED-0006719 WALTER A. TILUrT Jr. P. E. ,n- FLORIDA U.. 8 14167 /4"0 TAPCON OR I I TAPCON WITH ADVANCED i' CONT. THRE'AOFORM TECHNOLOGY . PLATE � ;; W/ 1 1/2" Min. PENETRATION OF THREADED D- `, .: I ALL FINISH AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane aon GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 24-4-4143 FAX (772) 287-9740 © 2012 EASTERN METAL SUPPLY, INC, BERTHA W- ZILL; ViU1V11 011LILLOr 3YSLeln LADE $1 W/ OR WO H.V. WINDOW BLADE & H.V. BLADE DRAWING No 12-085 INS I ALLA I IUN DETAILSAYONuI EXISTINAG I WOOD BUILDINGST FOR L1) HV & HV* BLADES (AS APPLICABLE WALL FINISH _SPAN & 1/4"0 TAPCON OR TAPCON WITH ADVANCED ^% THREADFORM TECHNOLOGY W/ 1 1/2" Mln. PENETRATION OF THREADED AREA TO ° EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 17) I' Min. i !4" I `ll 'NIA. �. I.,•�I \-OPTIONAL I 1r, 9 �IN TING M2°xd" EXISTING—1 HEADER R N MIN. SEPARATION GLASS F TO GLASS " (SE SCHEDULE ON SHEET 12) Q HV WALL HEADER INSTALLATION 1�SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, 1 MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON LASHEET 12) GSS--3 1 FI 17 FlNISH� BY EER OR 1/4"-20 NUTS SHUTTETt INSTALLATION. 2. O.C. 1/4'0 TAPCON OR Ro TAPCON WITH ADVANCE 230" THREADFORM TECHNOLOGY Max. OOF THREADED IARFAP PENETRATION EXISTING WOOD SEMI E (SE SCHEDULE ON SHEET 16) I I I 1 III I r EXISTING i GLASS I FOR sTSWunaN -I XE(p T 10N 9 29 M OR© (IF APPLICABLE) EXISTING W000 TRUSSES OR RAFTER 0 24' O.C. REOUIREO EXISTING SOFFIT 3/4" Mox. THK. �14xs/4' ED EO-+ 1"x4"x1/B" CONT. ALUM. TUBE 0 S" D.C. rzI 11 (6063-16 ALLOY) W/ (3) 5/16"D LAG SCREWS TO or 3 or 15 O O or 13 or t5 EACH RAFTER OR TRUSS. OPEN HOLE AT EACH LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2' Min. NOMINAL WIDTH) STUD TO ACCEPT W/ 2' Min, PENETRATION OF 5/16'0 LAG SCREW AT CATER OF TUBE I I I i THREADED AREA, VALID FOR INSTALLATIONS WITH 72 of I T' Ll I ! H MAX. A.S.D. DESIGN LOAD AND V-O" MAX. SPAN. THIS INSTALLATION IS ONLY VALID EXISTING 1 aFOR WOOD W/ MIN, SPECIFIC cLAss12 mn 6VLELlI D GRAVITY OF 0.50 AS DOUGLAS 1 OR ®� I �5�&® I I '�1� IO OR l7� FIR OR SOUTHERN PINE No. 2, OR EQUAL. OT HV CEILING INSTALLATION OU HV CEILING INSTALLATION I sr�� �I 1 OR ®� I MIN, SEPARATION I I L_ EXISTING -j tot 23 %a - ' --I (SEES CHEDULE I 1 GLASS ' IiADE6 tQe ® i I ON SHEET 12) I ER I i I I I I I ANCHORT )I I 'pi I I \ I LOCATION E>tiSnNG - L 1/4'J 6 + #IOx3/4' HEX GLASS 2'x6" MIN. WOODMax. O 7 ]/8 WN. I 3/8 eA WASHER HEAD TQf I DEC�(NOKFIN SOH (RED ALLOWED) 2"x6" MIN. WOOD SCREWS ® 12° o.c DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK --1/4'0 TAPCON OR L 1° PHIWPS TRUSS HE -1 TAPCON WITH ADVANCED Min. MACHINE SCREWS THREADFORM. TECHNOLOGY W/ 1/4"-20 NUTS W/ i 1/2" Min. PENETRATION 0 12' O.C. OF THREADED AREA 0 MIDWIDTHOF WOOD PLATE. (SE SCHEDULE ON SHEET 17) rO HV WALL SILL INSTALLATION PRODUCT REVISED m —Plying • Ub the Flnrkia Buildutg Cude , _ _ _ _ MIAMI—DADE COUNTY IP.E. EDGE OF DECK 1 2' 1' L IF APPLICABLE IF APPLICABLE 1/4'0 F.N. TAPCON OR F.H: TAPCON WITH ADVANCED 2' MIN. 2 IN. OF THREADFORM TECHNOLOGY DECK IF W/ 1 1/2" Min. PENETRATION 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE 2° MIN.- OF THREADED AREA 0 W/ 1/2' Min. PENETRATION OF THREADED AREA INTO WOOD DECK. MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET IS) ♦ SEE UM�i �ATIONS OF USE OF (SEE SCHEDULE ON SHEET IS) BLADE (& ON SHEET 28 ® HV WAX —OVER INSTALLATION ® WV FLOOR INSTALLATION erinN FLORIDA 8 ILDING CODE (High Velocity Hurricane Zor •` ', =° 0 2012 EASTERN METAL SUPPLY, INC c INC. OF • TILLIT TESTING & ENGINEERING COMPANY B.' A`� 6333 N.W. ]BN. St.. StL 305, VIRCUNU DAROENS. FLOPJDA 33 ' Phone : (305)871—f530 . Fox : (305)671-1531 a—me8: Ullaco®col.Eom EB-0005718 a miliIRF/mw WALTER A. Tn.uT jr. P. e. FLORIOAUe. $ 44,57 GULFSTREAM ALUMINUM I•Ae ✓ atnv ONGR YVRrVIZMI IV111 (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 13EFRTMA HVTM A_Crnrdinn ghIltj'e .Cvetr„�L V. BLADE 1 W OR W/0 H.V. WINDOW BLADE & H.V.�BLADF 8 _� DRAWING No 12-085 TYPICAL 2 HV BLADE SHUTTER ELEVATION N.T.S. PRODLICI'REV.ISED Huilaum,Code �. A=Ptan ce Nn Z-a Z.Y•0� FXF' ' Dnta /7 MDad Control MIAMI—DADE COUNTY I P.E. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1: ONE 3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAW DUTY SYMMETRICAL CENTERMATES, (31 OR 32)+(S3 AND AT ANY ELEVATION. (34 H.D. LOCK MAY BE USED AS AN INSID OR UTSIDE LOCK, ATTACHED tO' �� HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8a LONG FLAT HEAD S.S. M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF 3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SPUTTER SPANS UP TO 105". (3� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" A OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. '`_\Ot14s'c*%=?'%l ! GULFSTREAM ALUMINUM / 11 L I E C ®INC. AND SPLUTTER CORPORATION �v * (ASSA # 16) •� S TE OF '� � TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. Jath. 5L. St 305, vtawN% URDE . FLORDA 3316 3001 &1- GRAN PARK WAY '••...'.::.••' G\ l�0 Este'' Phone : (J0.9)871-1530 . Pox : (305)871-1531 e-ma0: llttecot9oaLmm 006719 EB-r�ONAI. OTRW STUART, FL 34997 �c�r,�Rilf4� ioe /rIATC WALTER A Jr. P. E FLORIDA U.. # 44167 PH (800) 244-4143 FAX (772) 287-9740 )ING CODE (High Velocity Hurricane Zone 02012 EASTERN METAL. SUPPLY, INC. BERTHA fly TM Accordion Shutter System BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE U DRAWING No 12-085 "r1 CONCRETE ANCHORS CONCRETE i SEE SCHEDULE ON 1 4 6 20x3 4 S.S. REQUIRED SHEET 26) ACHINE SCREWS USING `/ ! ! j� 1/4"-20 NUTS 0 6' O.C. CONCRETE IJ 11• REQUIRED OPTIONAL 11 11 l i i- / � 1 I 1 i MWm c aUL. SEPARATL ION 1 I �(SEE SCHEDULE ON SHEET +51 I E)fGIE� I I ® HD WALL HEADER INSTALLATION EXISTI NG HIM SEPARAnaN GLASS I TO Goss 1 I JAI 2 SCHEDULE ON SHEET 25)iRl I 1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) 1 EDGE OF p SLAB IF APPLICABLE E NIN. SEPARAl1ON t ro cuss (SEE SDNEEf 76J ON I I I � EDGE OF SLAB IF APPLICABLE POURED E_D.• CONCRETE) REQUIRED /LAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD WALK -OVER INSTALLATION — o 5 -f g141.3/4• HEX WASHER HEAD iEK SCREWS i a SCREWS ,8 CONCRETE ANCHORS dr m T i i 8 15 ®6' O.C. 6' O.C. c -- W a w IS ! 1 HEX HEAO� QED)+ 7 ; /-(SEE SCHEDULE ON 814x3/4" SHEET 26) TEK SCREWS 0 3' O.C. I j EO EO OR 1 4'0-20 S.S. M.S. ®3" O.C. CONCRETE ANCHORS aF / 1/2" EDGE OF /,JI / Mint i /-(SEE SCHEDULE ON N APPLICABLE EO" I/EO' A 1• /J STAB IF / \ 1/4'o-20x3/4" S.S. / SHEET 26) 1' �PHIWPS TRUSS HEAD ------'A ------ / / f� APPUCA9LE LP,ONCRETE ANCHORS MACHINE SCREWS I / I / POURED•""! / '��� USINC 1/4"-20 i/ CONCRETE I POURED CONCRETE (SEE SCHEDULE ON NUTS a 6' O.C. e' 1 /tIf EDGE OF REQUIRED E. D• E. D. WALL REO'D. SHEET 26) SLAB IF E .• APPLICABLE ©E HD MiALI_ SILL INSTALLATION E © HD FLOOR INSTALLATION POURED NOTE FOR COMBINATION OF SECTIONS, CONCRETE REQUIRED Q HD RAINGUARD INSTALLATION 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. • E. D. = EDGE DISTANCE 2- IN UNTING ANY WAY TOnSUI' ANY IONS CAN NSTALLATION.INSTALLATION(SEE SPECIFICATIONS ON SHEET 26) INSTALLATION DETAILS W/ O HV BLADE SCALE: 3/8"=l" w.� FLORIDA BUILDING CODE (High Velocity hurricane IQne' PRODUCT REVISED ,ORAL'/'@ `".�.••••••,•r�� _ ©2012 EASTERN METAL SUPPLY, INC. �:: JGEN$F •..� GULFSTREAM ALUMINUM BERTHA MV as complying with the Florid - Building Codc / ILL IE C 0 �N�.. \ AND SHUTTER CORPORATION ACCordlon Shutter System Aeesplance No [-03'Z?•pf Expi 'onDmoo .17 s V * (ASSA 16 H.V. BLADE 1 W1 OR W/0 H.V. WINDOW BLADE & H.V. BLADE -O S ATE OF ? �� TIWT TESTING &ENGINEERING COMPANY # ) N DEscRIPnDN DATE D von 6 . F,P. A.G. BiR�ni 11Ol control _ % (`� ARA 6355 N.W. 36th. SL. Ste. 305. VIRGINIA GARDENS. FLORIDA 3316 3001 S.E. GRAN PARK WAY + OLD 06-314 U6 15 12 DATE: 03/15/12 n_ Ri..�mA :'a Phone : (305)871-1530 . Fox : (305)871-1531 2 x-moo: Nteco®eol.com STUART. FL 34997 3 DRAWING No G` R 10NAL ,1F'L EB-D006718 12-085 WA TAT a RLLr a�• P. E PH (800) 244-4143 FAX (772) 287--740 ` MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Uo. 144167 5 SHEET -U IXISTINC i I ii ! EXISTING 11 GLASS —I it It I I I I 1 I 1 I MLR. SEPARATION m GLASS -1(SEE SCHEDULE ON SHcET 25) WI I 2 � I ® HD CEILING INSTALLATION YIN, SEPARATION I O TD CLASS I j 2 7(S6E SCHEDULE ON I SHEET 25) I I ' TING LASS ruuncu- FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) REQUIRED ® HD TRENCH INSTALLATION LAN. SEPARATION -GLASS -I(8EE SCHEDULE ON SHEET 25) EXI GSRN�G ALTERNATE 1 i #14x3/4HEX ANCHOR LOCATOR WASHER HEAD 1 JGC 1CNIJ WALL WNNrt;IIVN UGIAl" VN bHGL• 1 Y4 UF IN Tfr- R OR EXISTING GLASS INSTALLATION O0O O lO * SEE NOTES ON LOCKING RODS & HD g LOCKS ON SHEET 21 IN\2l tl B LA D E 9 $ 6 % OR 3® Q + 5 GR@ ©�SEE END WALL CONNECTION DETAILS ON SHEET 24 EXISTING GLASS IL— ---- -----------1---------------------------- I r0 I 2'x2"x,/8"xD'-2" (6053—T6 ALLOY) ALUM. i '1/2 35 * 35 , ANGLE W/ (2)- 1/4'e' TAPCON ANCHORS TO 1 MIN. SEPARATION (OPTIONAL) (OPTIONAL) CONCRETE (TOP/BOTTOMT f14 x 3/4" S.M.S. ® t2" 1 TO CLASS (4) H.V. & (4) yt4x,/2' s.Ms.1 I 1/f D.C. (SEE SCHEDULE PINS (TYP.) �N 33 i0 TUBE AT EACHON SHEET 25) (4) H.V.ANGLE. (TYP) 5 1 4 5/e' 6 1/2" PINS (TYP)j/ A K R_ I\ \"R 1/2„ \ t O HVA—HDA 20 OR ©+ OOR (—E%ISTING GLASS MIN. SEPARATION TO GLASS I N C (SEE SCHEDULE ON SHEET 25) 1 ANCHORS 16" O.C. OUT 6 1/2" MAX. SLACK HVD—HDD ---�7-_- KU' 33 DRU 4 35 * HVB—HDB (olxnoNAL} 0 UT SYMMETRICAL HD CENTERMATES W/ A* LOCK (EXTERIOR) HVE-HDE CONCRETE OR fE BLOCK WALL 1 )- � OR V 35 (oPTIONAU HVC—HDC SYMMETRICAL HD CENTERMATES W/ ice* LOCK (INTERIORI I+ OOR 1+ cc���•""""''- FLORIDA BUILDING CODE (High Velocity hurricane Zone it1L1L �y, • �'� a 02012 EASTERN METAL SUPPLY. INC. GULFSTREAM ALUMINUM BERTHA MV ss complymF with thamaridO a ' f L' E fpe• t AND SHUTTER CORPORATION Accordion Shutter System Building Cude ,y,� •!t / OR 1 H.V. BLADE #W W/O H. 0 Acceplancc No -0 2 .off � e^/l / (sJ�f'7,� a` - (ASSA # 16) V. WINDOW BLADE & H.V. BLADE � ERpt tan Ome /7 A S '� OF o� TIWT TESTING do ENGINEERING COMPANY tV• No DESCRIPTION DATE Drawn by: F.P./A.G. 6355 KW. 36tk SL, Sh. 305, MR(iNA GAR0FA5, FLOROA 7716 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: 03/15/12 4 Phena : (d05)871-1530 . Fax : (305)871-1531 Z hf®iD nCOn"°I ,.tSS(ONA`��i��It�L a —ma tiltt..OB®C.I. m STUARi. FL 34997 7 DRAWING No 1SEAL/SIGNATURE _�iiuiin//�I' WALTER A. nWT Jr. P. E. PH (800) 244-4143 FAX (772) 287-9740 4 1 2-085 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Ue. 8 44167 5 SHEET n — POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE r t CONCRETE BLOCK WALL / OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED f BLOCK WALL REQUIRED BLOCK WALL REQUIRED t �— BLOCK WALL REQUIRED •EXISTING GLASS / EXISTING GLASS C/ ETIEfi CO.C.1 / /—EXISTING GLASS / { — / — / /2' MIN EXISTING GLASS f 2" MIN. / / 1 / �' 1 I MIN. SEPARATION j' f f I MIN. SEPARATION EO I I EO// MIN. SEPARATION 7/16"x3" MAX. MIN. SEPARATION TO GLASS I TO GLASS / TO CLASS TO GLASS SEE SCHEDULE > 1 / ttt (SEE SCHEDULE (fi0ALUM6C CONT. (SEF_ SCHEDULE ( (SEE SHEET ) (LOCATE AT 6 ON SHEET 25) ON SHEET 25) / \ CN SHEET 25) Ij2 I ON SHEET 25) EITHER SIDE PLATE. (LOCATE 1/2' OF SQ) i AT EITHER SIDE MIN \ OF ) 1/2",MIN. I ♦USE I' OR 2" MAX. I #14x1/2' S.M.S`/ --- j14x1/2" S.M.S. I----- (AS APPUCABLE)x2"x1/8"xO'-2" `------.� ® 16' O.C. --� an 16" O.C. _—__ ALUMINUM CUP ANGLE 4 \ffl� (6063-TS ALLOY) AT MIDHEIGHT % 4 \ / (1) #14xl/2" S.M.S. TOQ4 & (2)1/4"0 TAPCONS ANCHORS TO SEE DETAIL X FORS I WALL AT 1" O.C. (LOCATE AT l$� SEE DETAIL XFOR--• SIDE CONNECTION OJ EITHER SIDE OF©) TO TRACKS SIDE CONNECTION © SEE DETAIL X FOR.] �/ O O O 4-1 TO TRACKS SIDE CONNECTION 9 OR a OR 6 + 7 OR 10 + ©OR�+ 15 END CONNECTION DETAIL �— POURED CONCRETE OR CONCRETE BLOCK WALL / REQUIRED EXISTING GLASS / MIN. SEPARATION TO GLASS CONCRETE-'/ (SEE SCHEDULE ANCHOR ON SHEET 25) jC, _ ____ 1/2" MIN. 2/ IN. /Ity -4 _—_-- 1 `O OR (8 1 OR J I C] 1+ OOR 1� +®GR®®+© END CONIVECTION DETAIL Q B + ® OR V+@OR ®+�R®OR®+©OR TO TRACKS Q+�R®ORW+ j�%OR O + END CONNECTION DETAIL Q _END CONNECTION DETAIL 0 END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR / CONCRETE BLOCK WALL i1 J REQUIRED /— EXISTING 1[_. GLASS ,7/#146/2"S.M.S MIN. SEPARATION 5 O OC. TO GLASS / ________-- __ _ F) OR $ OR (SEE SCHEDULE ----"" CONCRETE 1/2" MIN. Ora ANCHOR 12" O.C. EO 5 _ 1 ' MIN. EQ / 2' MIN. �1 \OOR®OR©+O,i PRODUcrREViSEO .�°aQ�'.4''.c.ENS�c' •.'P M c=*ym widl the r-1uriu: • �- BCoVainoding �ar�ro12—o3 •01 Fxp' n Daft a By STATE OF Miuvli Da aduct COMMI �'� ••• < ePo,� •. / OH .: - FSS ONA1.��,L�� MIAMI—DADE COUNTY P.E. SRE/I 1�1)011 ® OR Q L PLAN VIEW Y DETAIL X END INSTALLATION HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zon m 2012 EASTERN METAL SUPPLY, INC. =, I GULFSTREAM ALUMINUM 1 Bn UnA HV TM M E C O \ AND SHUTTER CORPORATION Accordion Shutter System * e m c. (Assa � 16) .V. BLADE #1 W/ OR V!/O H.V. WINDOW BLADE & H.V. BLADE TILLIT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DATE I Drawn by: F.P. A.G. di 0355 N.W. 36th. SL. Sta, 305. MRCD" GA EfM ELOMDA 331SE 3001 S.E. GRAN PARK WAY I OLD 06-314 03 15 12 DATE: 03/15/12 Phona : (305)871-1530 . Fox : (305)871-1531 a -mall: tilt...C. .— STUART, FL 34997 2 DRAWING No 3 FH-0006719 WALTER a TILUT Jr. P. E. PH (500) 244-4143 FAX (772) 287-9740 3 12-0�5 rr FLOMDA U. IF 44167 5 —1— MAXIMUM SHUTTER SPAN "L-a" OR "L—" (ft.) * INSTALLATIONS W/ SYMMETRICAL W/ ONE HD 4 LOCK & NO H� 31 OR NO LOCKING DS 35 9 MAXIMUM A.S.D.MAXIMUM DESIGN LOAD (P.s.f.) (+ OR -) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L + (t1) L - (6) 0 OR LESS 15'-5" 35 14'-10" 40 14'-4" 17'-10" 45 13'-11" 17'-6" 50 13,-6" 17'-0" 55 13'-3" 16'-10" 60 12'-11" 16 -2 65 12'-B" 15'-6" 70 12'-6' 14'-11" 75 12'-3' 14'-5' BO 12'-0' 14'-0' 85 11'-10" 13 -7 90 - 71'-fi' 13'-2" 95 11'-3' 12'-10" 100 10'-6" 12'-6' 105 10'-O' 110 9'-6' 115 120 125 - 11'-2' 130 - 70'-11' 135 - 10'-9' 140 - 145 - ISO - 155 - 10-0" 160 - I 9'-10" 165 - 9'-9" 170 175 1BO 185 190 195 REVISM g -t. ud",y„.' NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUMDETERMINED SPAN BETWEEN "L+' AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+m MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-m MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+ "L2+", 'L1-' AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (Z HV BLADE ONLY ✓9 STINtbF Y DUContr01 �� '•.FLOR ONA1 MIAM!—DADE COUNTY P.E. SEAL/SIGNATURE / 11LIECOm, \ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, St& 305. VIRGPM GARDENS. FLORIDA 33 Phom : (305)871-1530 . Fox : (305)671-1531 e-mail: t6teco®0ol.eom EB-0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. 111 44167 • SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3". INSTALLATION LEGEND SUBSTRATE POURED CONCRETE MOUNRNCS (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING BB, CC, DD, MOUNTING FF & GG FLORIDA BUILDING CODE (High Velocity Hurricane Yon 02012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM. I BERTHA HV TM AND SNU'tl'T SS CORPORATION (ASSA 16) 3001 S.E. GRAN PARK WAY stem H.V. BLAU 01 W/ OR W/O H.V. WINDOW BLADE Accordion Shutter S N.V. BLADE EV, N DESCRIPTION DATE OrGwn b . F.P. A.G. 1 OLD 06-314 03 15 12 DATE: 03/15/12 a DRAWING No 12-085 STUART, FL. 34997 PH (800) 244-4143 FAX (772) 287-9740 A a ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN 1/4"e TAPCON MAX. SHUTTER, SPAN, MAXIMUM A.S.D. DESIGN LOAD AND A 5i16-Q TAPCON XL CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) SPAN USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS (ft) 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8'-9" 8" 4 1/2" 3 1/2" - OR LESS 12" 8" 6" 4" 3 3/4" >8'—S" 6„ 3 1/2" 3" — - UP TO 12'-1" 10" 6" 4" 4" - >12'-1" 4" 3 1/2" - - — UP TO 18'-0" 7 1/2" 5 1/2" 4" - - } NOTE: VAUD ONLY FOR UP TO 10'-0' SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS-. POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. f'c = 3192 psi) 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY LT,W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A2) TO EXISTING POURED CONCRETE: (Min. f'c = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16" TAPCON XL ANCHORS IS 2 1/4', A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4.0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/16"0 TAPCON XL. O NV BLADE ONLY s' : '��=niSF ••..�' = PRODUCT REVISGD as With the FlDtidv Building Coda ,++ � / I I L I E C O I N C, \ Acccptancc No �2 - o3Z5'. 0 Ejqg 'on Dato 17 /- BY •et OF i Q ••, TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36t5. A11m1i IJad Central ��AQ— _ " ass/ONALE�6�+,t+ SL, St. 3DS. VIRGINIA GARDENS, I'TDRIDA 33 Pfwnv : (305)571-1530 . Fox : (305)871-1531 .com eLT EB-0006719 1V A. r Jr. P. E. MIAMI-DADS COUNTY P.E. SEAL/SIGNATURE/DATE FLOER R IL FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM 13ERTHA► HV TM 4ND SPLUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY Accordion Shutter stem Y H.V. BLADE i1 W/ OR W/O H.V. WINDO'N BLADE & H.V. BLADE REV. N. DESCRIPTION DATE j 0'.- py, F.P./AG. 1 OLD 06-314 03 15 12 1 DATE: 03/15/12 s DRAWING No 1 2-085 SMART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 ° (TYP) 2 7, 12" MIN. CLEARANCE TO BLADE TOT! EDGE I I I— 3"DC-�PEMNNG EO FLAT PORTION OF BLADE HV WINDOW BLADE .1875„ .0625 { I 44 HV WINDOW I _ — ON CENTERS MIN. I ± 2 1/4ION I CLEAR -:N I I BETWEEN TABS .0625" 16I 5------------- T�_______-7------------- T- I 1 1 VOLSI1.0625" 0625 t �f " EXTERIOR .0625 SECTION X—X SCALE: 1 " = 1 " DRI( GS I I — _ I I .—TLf,0625" I \�j SECTION Y-1 I SCALE: 1" = 1" Jh 12' MIN. CLEARANCE TO BLADE BOTTOM EDGE ;SCALE: 3/8"=1" EXTERIOR ELEVATION SCALE: 1" = 1" POLYCARBONATE IMPACT RESISTANT -II V WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD WEIR SA91C 014M ME REFERENCE VATEI t / soD+cE utAWRtOLWI 3103 mm LOUN 10 FWN HYSI SPECIFIC EFIC GRAVITY ASTM D792 0.043 Ib&' 0.043 lb/in' MECHANICAL• TENSILE YIELD STRENGTH ASTM D63B 2.400 p.s.i. 9,500 p..A. FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.&I. 13,4GO p.s.1. FLEXURAL MODULUS ASTM 0790 340.000 p,s.i. 345,000 p.s.i. IMPACT: NOTCHED IZOD ASTM D256 18 FT—lb/in 17 FT—Ib/in FIRE BURNING CHARACTERISTICS: ASTM D2843 47.2 °.G 64.5 % MAX SMOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CUSS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING; ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 63B 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 D.s.i. 8880 p.s.i, TYPICAL HV WINDOW BLADE 1�A AND a POLYCARBONATE HV WINDOW DETAIL BUILDING CODE (High Velocity Hurricane Zon 02012 EASTERN METAL SUPPLY, INC. I M ODUCTREVISED ��Rn1PlrpsA�DAa>sF1RFa.. Building cod. p�cptOncc NR Z-o3ZZ"oJ E Lon Date e+ I% BY 1AU 1,cTContt° MIAMI-DADE COUNTY j,�`3�: ' vGtN$F'ti-�' I ~; N _i J7 ti+, ,,r •�� ,!0 s%y`s�Q�{��.p41044o P F AAF P.E. SEAL%G�h11ATURE/DATE / I IL 0 E C. O m,, \ L GULFSTREAM ALUMINUM AND SHUTTER CORPORATION (ASSA # 16) 3001 S.E. GRAN PARK WAY STUART,SMARTFL 34997 PH (800) 244-4143 FAX (772) 287-9740 I WUIMTFf#k ITV TM Accordion Shutter System y H.V. BLADE #1 W1 OR W/0 H.V. WINDOW BLADE & H.V. BLADE TIWT TESTING do ENGINEERING COMPANY D355 N.W. 35M. SL. Ste. SOS, V0100NA GARDENS• FLORIOA 3316 Phcne : (305)871-1530 . Fax : (305)871-1531 a—me11: NRecROcRl.cam 19 WALTER a hurt J,. P. E, FLORIDA Ue. 8 44167 REV. Na OESCRPTION DATE or by F.P./A.G. 1 OLD 06-314 03 15 12 DATE: 03/15/12 DRAINING No 12-085 3 4 3 SHEET 27 OF 28 6 F t z O�C. TYP. EA END MAX. 9 WINDOWS ALLOWED AT HV WINDOW BLADE o f SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. � . a r L—L ��' `/ � 35 i 7 IM P I1 I IY � 9 1(SEE PLAN FOR RECUIREMENTS) J EXISTING GLASS ---------------------------- 1 ------ ' !/ !/ 4 5, e \ 2 SYM ICAL CENTERMATES 21 W/ 2 OR ®5 AND i W/O (SEE NOTE 4 ABOVE) PLAN J no�L)Cr ory(cc_n av cumPTYioR with the F1or(dr. Bmtding Code Z—c3Z3•ol Acceptmxe No 1w.. D Dale /7 BMtra' LD uG CoaDol MIAMI—DADE COUNTY i P.E. No. MIN. SEPARATION TO MASS SEE SCHIEDUE ON SHEET.12 FOR STAGE (D ------------ NiDOFISHEET --- FOR BLADES m&® ------------ \ I / IILIE C O mc. TILUT TESTING & ENGINEERING COMPANY OM3 N.W. 3aN. St- St& 305. W1GaaA GAMENS, FLORIDA 33 Phone : (305)871-1530 . Fax,: (305)571-1531 —cal: ultaeo0ael.oam ES-0006719 WALTER A TILLR Jr. P. E. FLORIDA U.. # 44167 ♦ $izLi�nA1 IMITATIONS AND CONDITIONS OF USE FOR BERTHA 1. MAX A.S.D. DESIGN PRESSURE RATING: +110, — 110 P.e.t. 2. mm SHUTTER SPAN; 96'. 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6. 7; AS WELL AS MOUNNGS M, 0, T. U & W- ON SHEETS 18 & 19. 4 OANRLRYAyC�ENTERMATES (2A�EiF8�2 (BOTH W/CAL OR OR P) ARE ALLOWED 'nTH (1 0(y OUT, p5)M UST BEINCLUDEp ONLY AT O�EXTERIORGACCESS IN SIDE OF E OF OPPOSING CENTERMA 5. (A) )IV WINDOW BLADE SHAL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BIADE AT SPACINGS SHOWN ON SHEET 27. (a) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE to OF ANY 3'0 HOLE FOR 44 SHALL BE 12'. (C) FIRST OR LW BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE fA (D) HV WINDOW BLADE IS MUST BE USED ALTERNATE TO A SOLID HV BLADE 1O THROUGHOUT SHUTTER'S WIDTH. MATES SNAIL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLUE 1 AT EITHER SIDE OF THEM. (F) PDLYCARBONATE HV WINDOW C444) SHALL BE INSTALLED 50 TH�j TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVID BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE' SHUTIER SPAN MINIMUM SEPARATION TO GLASS 96' Mas. 5' �llhl OR 20 (SEE NOTE 4 ABOVE) (aursmi FLORIDA BUILDING CODE (high Velocity hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. GULFSTREAM ALUMINUM \ND SHUTTER CORPORATION (ASSA h° 16) 3001 S.E. GRAN PARK WAY STUART, FL 34997 PH (800) 244-4143 FAX (772) 287-9740 15=K 1 nA nV TM lA-VVV1 UiV11 L711L.LLLN1 L7}'OL.A.+11-L H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE & H.V, BLADE #4 DRAWING No 12-085 i REQUIRED MINIMUMVARIE4:''.I 6"x 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 —.2�• ?x•: ' Min. G-60 GALV, STEEL METAL SPUDS AT 16' O.C. 1 c v I --'---- 1/z° -- w -::)::. r, 1 Mn43a EOUIRED MINIMUM I Min. 1 3/4 43C "x 6 1/4"x 0.035' THICK Min.l / 0 6" O.C. CONT. GALV. STEEL TRACK CHANNEL. I ASTM A-653 GRADE 40 Min. G-60 1 0 6' O.C. GALVANIZED FASTENED TO STUDS I IIXISUNG FINISH` W1 (2) #6x1/2' TEK SCREWS ON I AS APPUCAELE INTERIOR & EXTERIOR. FACE , i MIN. SEPARATION EXISTING GLfus �.,__ TO GLASS (SEE SCHEDULE) i I EXISTING FINISH REQUIRED MINIMUM I A5 APPLICABLE 1 3/4"x 6 1/4'. 0.035' THICK Min., CONT. DALY. STEEL TRACK CH4NNEL.I 435 43a ASTM A-653 OWE 40 Min. G-60 1 GALVANIZED FASTENED 70 SR1DsO.C. W/ (2) $6x1/2- TEK SCREWS ON INTERIOR & EXTERIOR FACE i 1° INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES 2l �2.000" M.X. 4� INTO METAL STUD WALLS * OyOc((+ii-0B3" EZ��_--__ 6 GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA ri HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 P.S.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY �NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 1 ARGED A S METRICAL LAYOUT. USE OF (2) t3, 5J (6' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ®1 f o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE MAX. SHUTTER MINIMUM SPAN L (In) SEPARATION TO GLASS 84" OR LESS Min. ** BLADE SLACK DETAIL HVF IS VALID FOR 1/2" 12 38 CENTERMATE 21 APPLICATION WITH BLADE 10 REQUIRED MINIMUM w "x 0.035' THICK I — ..:••VARIES. 43 b 6" C.C. Min. ASTM A-653 GRADE 40:: IRn. G-60 GALV_ STEEL .":.:I MS WALL HEADERfSILL INSTALLATION METAL STUDS AT lfi" O.C. EX1571NG FINISH AS APPLICABLE (TYP. TOP &BOTTOM) EXISTING GLASS SYMMETRYCAL :,. •: 430 43b 43c;..,..:: •: .I I; I: ::.,� .;. •>...:, I I_; CENTERMATE ACCESS INTERIOR IL SEPARATION TO GLASS INSIDE LOCK (SEE SILL :: 1 1;;...SYMMETRYCAL.....:, 1'.'CENTERMATES 1 Tel~ W/ ',EXTERIOR ACCESS SIDE JT uN. SEPAPATI@l TO LLC.LA4 I W/ OUTSIDE LOOK (SEE WIEDIM .MIN. SEPARATION;. VARII TO GLASS 2 (SEE SCHEDULE)''Jh, -i 43e LENGTH 4- 1" 1-- OX3" BOLT MUST PENETRATE 43. 1" -1.373"� s I .250" nT— 1/4'0-20 THREADS 43c 1 /4nO ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" t 3/4"x 6 1/4'x 0.035" THICK Min. " M. GALV. STEEL TRACK CHANNEL. /ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS I NY/ (.) #6x1/2" TEK SCREWS ON i I INTERIOR & EXTERIOR FACE (4 f I -------- Z'I / " �/ COCA AT IL E I -------- --- ---------------- - - -- - -- - - - -- - - -- --- --------- ------ --- --I--- ----- --- -- -- ----- HV McAD / ND V -- - ER s ' S IEW Y LTJ 2 3 1/4' (TyP) \113 (6" Min.) `Z4 SIDE CONNECTION TO TRACK (Cont.) 6 1/2" (TYP•) 7" 7" .J 6 1/2" MAX. SUCK **---1 �___..,_ dVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE (High Velocity Hurricane Zone 11 2012 EASTERN METAL SUPPLY, INC. PRODUC'1'REVTSFD 6aULFSTREAM ALUMINUM BERTHA HV TM asComplying ode"�1���� NO. 'I s7 `• Accordion Shutter S stem SMtlding Cale I I1 L I E C INc. \ AND SHATTER CORPORATION Y Aeaepinnee td0 Z`o3Z3'o @ H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE Fxpi aDe1e 20/7 ti i m (ASSA # 16) TILUT TESTING & ENGINEERING COMPANY REV. No OESCRIPnON DATE Drewn by.F.P./A.G. >h' D uctConuoi •�� '•• F1(1R10F`.:'..r�.••" 6355 N.W. 36th. St.. Ste. MS. 1ARGNIA GARDENS FLORIDA 3316 3001 S.E. GRAN PARK WAY 1 OLD 06-314 03 15 12 DATE: o3/ts/1z Phone : (305)871-1530 . Fox : (305)871-1531 2 _ "SS+� p� a-mnll: 0lteco®aol.com STUART, FL 34997 3 DRAWING No Ol�A1.� Till EB-0005719 �9�O�C ✓------A- WALTER A SIWT Jr, P. E PH (800) 244-4143 FAX (772) 287-9740 4 L J MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA UG. 1 44167 5 ^ SHEET __