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Home My WebLink AboutSUBMITTED PAPERSu ALL APPLICABLE INFO MUST BE COMPLETED FO P P IVNED LICATION TO BE ACCEPTED �A Date: BY Permit Number: 0 W)0 St. Lucie County Ongm- unt Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Shutter PROPOSED II "R. UEMENT L-51 OCATION ;A { Address: 8425 Muirfield Way Legal Description: POD 27 AT THE RESERVE MUIRFIELD REPLACT LOT 16 Property Tax ID #: 3328-802-0019-000-4 Site Plan Name: Project Name: Setbacks Front Back: DETA Right Side: Left Side: Installation of Accordion Shutters on (p 1) openings Lot No. Block No. iumonai worKto oe errormea unaertnis permit—cnecK all �HVAC _ Gas Tank ❑Gas Piping Electric 0 Plumbing Sprinklers apply: Shutters Windows/Doors Generator Roof Total Sq. Ft of Construction: Cost of Construction: $ q Snn A S Ft. of First Floor: _ Utilities: Sewer Septic If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. Building Height: SU'PP DESIGNER/ENGINEER: _ Not Ap Name: Address: City: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: State Not Applicable )RMATION 4 Ey; MORTGAGE COMPANY: _ Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before Vu� I II I ICI lldl lg VVUI R UI I t.WI Wf 19 yUUr IVULIGe Of UQM S gnature of Owner/ Agent/ Lessee mencement. Sig ature of Contractor/LicenseYlolder STATE OF FLORIDA STATE OF FLORIDA L vcie COUNTY OF St • L ucie COUNTY OF S The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 2to day of AruG U St , 20 14 by this 2 today of Av5W S i- , 2014 by Mi r-h1 mc 1 O'bonne,) I kt r,hae I O' Donh e l l (Name of person acknowledging) (Name of person acknowledging) (Signature o Nota ublic- State of Florida ) Personally Known OR Produced Identification Type of IdentificaticA Produced Commission No. Elrl�I5�T03a�s;;B�%#MYZWIRNER * *PSMISSION#EE145903 EXPIRES: March 11, 2016 Revised 07/15/2014 (Signature of toory 16VIic- State of Florida ) Personally Known ?y OR Produced Identification Type of Identification Produced Commission No.£ I4970.3 oAyP�4c (SealyiulYZWIHNER MY COMMISSION # EE 145903 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3989622 OR B<,"—'�3666 PAGE 2927, Recorded 08/28/2014V01:03 PM t Permit No. State of Florida County of St. Lude NOTICE OF COMMENCEMENT Tax Folio The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. Le al Desaiptlon of Property: (and street address If avallable): eD 2-f Q4 •4�'1--��tiorr/o F1lL►`rTl{S Qn(?� � IlQ General description of improvement:I AC,+h i � apfnr ion Sh s +frS Owner Information or Lessee Information Hthe Lessee contracted for the Improvement: Name ��I z G-1 L Address �yZ4 iY1„ LY�jr d (a�O-k 44 Lug I Interest in property: OL%304l ✓ Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address:1rna -<u3 in^SCko up nr-Ar + f ti(fL Phone Number -i-ta- 02Ob Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(2) (a)7., Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penaltyof perjury eclare hat I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and be itNZ Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Tide/Office) 11 The foregoing Instrument was acknowledged before me this�lQ day ol` U� , 20Lq By as_njA3 l!_li for Na a of Per aP Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed Personally known Vof�r produced Identification_ nature of Notary b c - State of Flo da (Print, Type, or Stamp Commissioned a _ to u c Type of Identification produced �I1CH L C ODONNELL MY COMMISSION#FF100209 '= r '�aIF� EXPIRES March 10, 2018 396e143 F wWallotaryServltt.com ✓' fir( ) . F FLORIDA ST. LUWIF COUNITY TIiIS IS "fO CFF{TIFYTR-lF�TTR�I3 Is A TRUE AI0CORRECT COE:YOFTHE ORIGINAL. JOSEPH V�q,;yIITU, 9AE K D avldf �CU6'2 T2014 L)al;�: - Opening I Size (W x H) 1. Accordion Shutter 56 1/2 x 72 2. Accordion Shutter 33 3/4 x 72 3. Accordion Shutter 33 3/4 x 72 4. Accordion Shutter 54 3/4 x 113 5. Accordion Shutter 294 x 113 6. Accordion Shutter 106 1/2 x 113 7. Accordion Shutter 111 314 x 81 8. Accordion Shutter 82 1/2 x 104 9. Accordion Shutter 63 x 72 10. Accordion Shutter 43 1/2 x 47 11. Accordion Shutter 74 x 71 314 12. Accordion Shutter 76 314 x 149 5 egress 8 egress 9 10 W �00 cB rn M �LL m � � N (A ';t tC M O a - NOT TO SCALE ATE: Aug 28, 2014 AGE DESCRIPTION: Site Plan AGE: OF 1 1 L 1V11Ua LJt111t11116 %—uuc 1-i1111i ly %J I 6 d Page 1 of 2 1 }fit x_ 1 f 1, h t l p3 3 r r ! Fr >> ( r - i' .�...+.. -.. -�- -.f 4. S ;'i-; - ' BQS Mome l.oq IUser Regsttfn Hot Topics Submit Surcharge Stan d Facn Business,/, 1- �f� Professional UselitdPucicuser Approval Prod ct AnorovaI Meng > Product or Aoolicatlon Search > A22lIQtj2n t lst > AppBcdn D.UW FL f FL389-R6 Application Type vls n Code Version 2010 Application Status Approved Comments Archived i MUM Publicatbrri FBC Staff i BCIS Site Map Unks i Search I )t4FaOpy Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodrlguez,Deastern metal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Aaordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `/I Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. 4 Validation Checklist - Hardcopy Received Certificate of Independence FI.3B9 R6 COI A.S.S.A.INC CERTIF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certdled By Florida Ucensed Professional Engineer or Architect FILM R5 EDuiv EOUIVALEI'IT LETTER ORIGINAL.Ddf Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuiIding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/13/2014 1, w11ua ounuing t-oae unit-qA Page 2 of 2 Date Submitted 06/28/2013 Date validated 07/25/2013 Date Pending FBC Approval 08/26/2013 Date Approved 10/18/2013 Summary of Product FIL a Rode Number or Name 89.1 Desuf tlon Bertha HV Accordion Shutter - Blade 3 - Non-HVHZ - oreig 13-031 Extruded aluminum interlocking blades retained by tracts (top and Alps of Use bottom) for storm protection Approved for use In HVHZ: No Installatlon InstructionsFL389 Approved for use outside HVHZS Yes R6 Il A S A INC DRW 13+ na Impact Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Pressure: Created by Independent Third Party: Yes Other: Large Missile Level -D'. Max span Is 13'-0' for 40 p.S.f. ASD Evaluation Report era R6 AE A 5 c e IN PROD cvel 000no3 s egative load the HV3 blade w/o window blade, 5'-6' for 110 p.s.f ASO oad for HV3 blade w/o window blade and 9'.6' for 62 for Created by Independent Third Party: Yes p.s.f HV3 blade / window blade working in unison and 84' for 72 ps.f. ASD load for f V3 blade w/o window blade installed Into metal studs. See sheet I —installation drawm s for other s 1389.2 Bertha HV Accordion Shu•.ter-Blade 1 Only- I Non-HVHZ - Drw SI-192 xtruded aluminum interlocking blades retained by tr cks (top and Llmlts of Use -- — - bottom for storm rotection Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ.• Yes Impact Resistant: Yes FL389 R6 If AS A'drwa 11-197 odf Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other. Large missile level 'D'. Max. Span Is 16'-0' for 30 p.s.f negative Evaluation Reports FL389 R6 AE ASSA Prod„naval, D load depending an centermates and locking rod configuration far the 1 blade, 8'-0' far +64, -72 p.s.f. load for HV blade for Keystone N Created by Independent Third Pa ^emu Party: Ye,9 u ountings 7'-0' for +75, -75 p.s.f. for metals stud mountlngs and 8'-0' or 110 p.s.f. for HV1 and HVIA working In unison. See sheets 7, 11 and 20 respectIv2bL2LLrLstalIatlon drawings for others ans and pressures. 89.3 Bertha HV Accordion Shutter -COMBO- Nan-HVHZ)- Orw 11-194 Extruded aluminum interlocking blades retained by tracks (tap and Limits of Use bottom for storm rotectidn Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes EL389 R6 If Acee noon; 11-19e pdr Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile. Max. I6'-0' span at 30psASD load for Blade 1 Evaluation Reports.f FL389 R5 AE ASCA and 18'-0' for Blade 2. See schedules on sheet 12, 25 and 28 respectively Prodt[t evaluation re -rt dr.+a 11 Io4 fiat Created Dy Independent Third Party: Yes Back N�tR Contact Us :: 1940 North Monroe 9tmet Tallahassee FIL 32399 Phone: 850.4e7-1824 The State of Florida Is an AA/EE0 employer. Coovdoht 2007.2013 State 9f Florida :: Pdvaty 5tatM= :: Acce6zibility 9tat m fits :: Under Florida law, email addresses am public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questlons, please contact 850.487.1395. 'Pursuant to Section 45S.27S (1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hem. Product Approval Accepts i tcrRta titttrityuI ruit, MIM htti)://�vww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQivtDgvYYHH2vJvx5... 3/13/2014 1. EENMA IfN. ACCORDION SHUTTER SYSTEM SnOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE WITH THE 2010 EDITION OF THE FLOWDA 1AMOING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DEYL41WED AS PER SECTION 1620 Or THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED RCOUIRED BY ME JURISDICTION WHERE SHUTTER WILL BE INSTALLED WIM A DIRECIIONALITY FACTOR K4-0.115, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FDC AND SMALL NOT EXCEED THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDIGIED ON SHEETS 11. 12. I.S. 14. 15. 19 t 20. IN ORDER TO VERIFT ME ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SMALL BE FIRST REDUCED TO A.SD. DESIGN WINO LOADS BY MULTIPLYING THEM By 0 6 IN ORDL90 COMPARE THESE W/ WAA. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11. 12. 13. 14. 15, 19 At 20. IN OROER TO VERIFY THAT COMPGNLNTS AND MCnORS ON TnIS F ED.. AS TESTED. WERE NOT OVER STRESSED. A 33 i INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. HOWEVER, A mNU OURATION FACTOR CO-1.50 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. EIERIHA KV, ACCORDION SHUTTER SYSIE111'5 AOEOt3NCY FOR WHO AND LARGE MISSILE IMPACT LOW HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609A.2 OF THE ABOVE ULIM71ONED CODE AS PER AIL REPORTS: -Kv tLADEG #0214.01-0.1. /0715.01-03, J1004.01-05. #1214.01-05. #0317.02-03; 10609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-IaM AND E-I%e. STANDARDS (MISSILE LEVEL D. YANG ZONES 1. 2 t 3) t J122001-10 AS PER TAS 201. 203 At 203 PROTOCOLS LARGE MISSILE. -nV WNO:AY BLADE 8 10505.01-011 AS PCR ASIR E-I1166 AND E-1995-(MISSLE LEVEL D, VANO ZONES I, 2, 3) BASIC PROTECTION ONLY AND 1 072501-BB AS PER TAS 202 PROTOCOL. 2 HV BLADE C) AND KV WINDOW ULAUE ® ME ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS ANO CONDITIONS OF USE INDICATED ON SHEET 19 3. EEHTHA mv. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT wo-NIT CONNECTION TO TRACKS SMALL. BE 114.2.75• AND /1 s�1.75• RESPECTIVELY, 4:0-IR MINWUU SERIES StANLESS STLT'L SCREWS IN 135.0 XJ YIELD SINENOTH AND In0 k9l TENSILE SIRENOTH. PENS SMALL BE COATED WITH BERTHA HV DACROSMELD COFLTBIG SYSTEgI AS MANUFACTURED BY APPROVED COATING APPLICATORS. HEOSTERED MTN AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEM THE NV MARKING ON THEIR HEAD. ♦. ALL AWNI,VM EKTRUSIOn5 SMALL BE ALUMINUM ASSOCIAIION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6053-T6 ALLOY IS 30.0 kW AND 35.7 k41 FOR 6005-15 ALLOr, 5 AIL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES Oil CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 kW MIN. YIELD STRENGTH AND 90 k.1 WN. TENSILE STRENGTH. AND SMALL COMPLY W/ FLORIDA, BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 CALYAi1ZE0 STEEL. ON NISI 304 ON J16 SERIES STAINLESS STEEL WITH 35 Mat MMWUN YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: FIV BLADE (1) 12.1_3.14.15 AND 20 HV BLADE (D t Q WORKING N UNISON: 12. 13 t 14- B. THb IIERRHA M.Y. ACCORDION SNurIER SYSTEM BEANS A U.S. PATENT J6'779,5B2. COLVORENTS OF TARS APPROVAL AKE COVERED, IN MULE ON IN PART BY U.S. PATENT 15'458.179 ISSUED TD EASTERN NLTAL SUPPLY. INC. 9. Il SIULL BE ME RESMONSIBKUrY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIMLICTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAILX ALL SM UTTER COMPONENT CDCES WH.CH REMAIN. THRU FASTENING IN CONTINUOUS CONTACT YAM THE BUILDING TO PREVENT WUID/RAN-INTRUSION. TO. EACH UNoT MUST OEM PERMANENT LABEL IN A VISIBLE MICE WITH WARNING NOTE: DURING PERIODS OF HAiRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND ND- CENTERMATES AND -ENGAGE OR LOCK ALL NV AND NO LOCKS, 11. SnUIIER MAMJFAC(LRER'9 LABEL SNAIL BE LOCATED ON A NEAOILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE NTH SECTION 1715.11Z OF FLORIDA BUILDING ::DOE. ONE L44EL SHALL BE PLACED rDR EVERY OPENING LAIMUNG TO COMPLY WIM SECTION 1715.6.2 OF THE I'LORIDA BUILDING CODE. 12. BERTHA M.V. ACCORDION SHUTTER SYSTEM'S IN5l,WAIION SMALL COMPLY WIM SPECS INDICATED IN THIS DRAWING PLUS MY BUILDING AND ZONING REGULATIONS PROVIDED BY IKE JURISDICTION WHERE PERMIT 15 APPLIED TU, 13. (u) TINS P.E.D. PREPARED BY TnIS ENGINEER 15 GENETIC AMU DOES NOT PROAOE INFORMATION FOR A STE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (o) CONRRACTCR TO HE RESPONSIBLE FOR ME SELECTION, PURCHASE AND INSTALLATION INCLUDING LINT SAFETY OF INS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TH15 DODUUENT. CONSTRUCTION SAFETY' AT SITE 15 THE CONTRACTOR'S RE8P0t451IIUTY. (C) MIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY MT MEANS, (a) SITE SPECIFIC PHOIECTS SMALL BE PREPARED BY A FLORIDA REGISIEHED ENGINEER OR ARCHITECT WWICH WILL BECOME ME ENGINEER OF RECORD (EA.RJ FOR THE PROJECT ,MID Wn0 WILL BE AEL'ONSIBLE FOR ME PROPER USE OF THC P.LD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PLO. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OMW24GS FOR NMEW (•) i,IS P.E.O. SMALL BEM THE LATE AND ORICINAL SEAL AND SIGNATURE OF THE PROrE590NAL ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS AREA 1: HV BLADES_m At GENERA. NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38--44 TYPICAL WINDOW BEAT£ t WINDOW DETAIL eoEA o• Hd IL♦QE (1) AND HV W QQW SHEET I SHEET 2 SIIEET 3 SHEET 4 13L&E_!n_ (WHERE APPLIGBLEI TYPICAL SHUTTER ELEVATION t NOTES ON LOCKS SHEET 5 INSTA LATION DETAILS A-F, CONCRETE/BLOCK SHEET 5 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 CENTERMATE OETAIS HV SHEET B CENTERMATE ALTERNATING DETAILS HV SHEET 9 CND CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE t BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE t BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE ♦ BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALCATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X; WOOD SHEET 17 LAID CONNECTION DETAILS 7-12 t X, WOOD SHEET 18 AREA 3• HV WINDOW BI_♦pE 1i PIPICAL SHUTTER ELEVATION ONLY SHEET 19 AR ♦ 4., HV WINDOW_ R1 ♦DE ONLY INSTALLATION DETAILS. METAL STUD WALLS . SHEET 20 FLORIDA BUILDING CODE Nan High Velocity H.uricone Zcnn L A. m 2011�rWT�ERN METALSUPPL�Y� C. � GAYf7A TM </p �_ '� ••' �,\DEN••' �.5,'S�p, Accordion Shutter System t- ND A - ,T67 ? American Shutter S sums RV. IBUCLE #t w/ OR w/o Kv. wINDVAT aACE w. N saHHI GATE W. _ A.e. * ; y .1 STATF nL: TILLIT TESTING h ENGINEERING COMPANY i AsaontaHQn, Inc. 1 DLO I1-D6J 11/29 11 INTEs I 1 29 11 6= n.a M4N IL. M-. 3a M101A u4AIacL nau:A J3IN Pncn4 : (30.A)e71-1530 , Fa, ; (3p51671_1531 •- M 42(i8 WL!SITOOd9 Drive West Palm Beach, FL 33407 �,• /. �-� `fir ��RIDF.•LLIL 2 DRAWING No J __ ,' • ••.....Nr,\ io i92 - s/NN/dl�\�' 'Hyy D r nor, An.T,- _ ILnORIDA t�j 44167 6 SHEET - FM rroa. kmg � I ! y�_ GOVLHGU UhOEh U5' FA: LNT S4tol%3 ' c0A) HY WINDOW BAD ■ E UMIUIIONS OF USE OF BLADE QAq ON SHEET 16 6063-T6 ALLOY AND TEMPEF 065� ,�� jjV AnJ. ACAPTER W/LIP ' � OUAUFlED FOH USE w/ HV BLADE 1 o063-T6 wll(1Y AND IEUPER QUAUf1EU rAD T) 1Y/ r1v� BLADE LI) 6Ud]-i6 ALLOY ANU IEv P[H r-.ces' �—Dc3• • 070' I bah' - (11� HV I ING H ADEp 1JALIFIED FOR USE W/ HV BLADE(1)ONLY SEE SECTIONS FOR VALIDITY' 6063-16 ALLOT AND TEMPER 4N % h, Y IAit 1 1• 1' .0a2' ;1 tk Ylj� AN . Fc QUALIFIED FOR USE W/ HV BLADE U 5053-76 ALLOY AND TEMPER Bpi_• i] Y - �.fll2_LoL' QUAL�E. ORR USE W/ HV BLADE I. 6005-T5 ALLOY AND TEMPER VACS 1• S q.;, HV HEADER/SILL T' QUAL.UILC FOR USE '::/ I14 Ei!AOE 1.1)ON Y 6063-I15 ALLOY .NO TEWER— QUALIFIED F0� USE W/ W BLADE I ONLY. 6063-76 ALLOT AND TEMPER A. Tic�;r' �` ''• F�ORIOP•• 6063-16 ALLOT ANb TEMPER 4 HD CEIUNIQ H ADFR/,III QUALIFIED FOR USE W/ HV BLADE V SEE SECTIONS FOR VALIDITY. 6003-16 ALLOY AND TEMPER COMPONLNI A B Ti T2 2' 5' YAK. 1/8' I/B' 2- 5• MAX. 0.192' 0.192' 19 2.5- 7' MAX. 0.190' 0.190- 8 2' S' MAX. 0.139- 0.131- 91• t �� Hii0• STARTERRUSE W/T ANC TEMPER 0Y1' 617 '8 12 ' _ .D20 9\Jiy TRENCH TRACK GUALIFIED FOR USE *7 HV BLADE (D ONLY. 6065-TO ALLOY AND TEMPER VARfs 1.63a• aA L4)HD WAL HEADER/SI I OUAUFlED FOR USE W/ W BLADE 10 ONLY. 6063-76 ALLAY AND TEMPER 110 % Y 1 V 2- .125- 3' 3' .090' CORNER POSTS UAUFIED FOR USE W/ HV BLADE Q 6065-T6 ALLOT AND TEMPER �= IL ECO1N�. TILUT TESTING 8 ENGINEERING COMPANY 63a1 hn 30a1. &I i 3W. YRpIM WA0Eu5. HLAO. 331U Pia..: (303)01-1630 . F..: (3051871-1531 M0"712<an EB-OOE71. i11 M,KW:R A IWT Jr. P.E.DATE fL0fMA Uc / +4, 67 AsS.S.A. American Shutter Systems Association] in*. 4268 Westroods Drive West Palm Beach, FL 33407 10• HV RAINGUARD QUALIFIED FOR (AE W/ HV BLADE 1 6063-16 ALLOY Alt TEMPER CODE (Man Nigh Velocity Hurricane 1 02011 CISTERN METAL SUPPLY. INC. Accordion Shutter Systen KV. BLADE #1 W/ DR W/o ILV. WtWN BLADE OLD 11-063 AWING No 11-192 (21) HV CENTFRMATE `GJALIr ILU FOR USE W/ HV BLADE-1)0, I� ONLY — 60E3-TO ALLOY ANU IEMPEM T •b r' 'R.,CLLvAT10N L.00KER FORT '" O K CE:NTERMATE QJALI ILO FOR USE W/ HV BLADE 0ONLY 6063-T6 ALLOT .AND TENFER .214 C11 HD CFNT;rRMATE W.' '(INr pn^ QUALIFIED FOR USE W/ HV BLAOE`1 k 0` a ROD 60d3-T5 ALLOY AND TEMPER r _ VARILS 17• uW 1 - "' A-20 a a. Bq ]/.-F- 16 I �sMEAL IIRIVI.CRCK (sa uTAAs) LOCKING ROO Z�' QUALIFIED FOR USE W/ HV BLADE0 6Ob3-T6 ALLOY ANU TEMPER :3a INSTALLATION WILL REQUIRE A 7/16- MOLE DRILLLU AT TRACKS FOR PROPER EMBEDMENT h 1( A) ONLY -- 6063-76 ALLOY AND TENPEr ��1�//� _-- MY QUALIFIED FOR USE W/ HV BLADE 1 ONLY 'B7aIfI 1.7 12' 6063-T6 ALLOY AND TEMPER — o ' 79• 7 `Zg }jam MALE 'T' I nrK CENIERMATL_ ^ QUALIFIED FOR USE W/ HV BLADE I ONLY I� by FEMALE "T`• LOCK CENTFRMATE 6063-76 ALLOY AND TEMPER -- QUALIFIED FOR USE W/ HV BLADE (I)ONLY 6063-16 ALLOY AND TEMPE1R- 6063-T6 ALLOY AND TEMPER L.376'r %G HV 3/8'0-16 Al FOR USE W/ HV BLADE LL OR IA_ TlZ! 11 t•% QUALIFIED FOR USE W/ Hv BLADE 1 & G 5063-76 ALLOY ND TEMPER N 1/:r UHV 1 /4' 0-20 Alsl .and RI .- G S TFILIM9CTMRF'LL:G OUALIFIED FOR USE W/ HV BLADE ) I�-Oi TILLIT TESTING B ENGINEERING COMPANY 13 KW- 3.a, W- SM. = MRB.M GARRNS ADInL MI PArO.: 03OV171-I570 . Fa.: (305)a71-I631 r--il: Ow.00a— ED-0008719 WALTER A. TILLLT Ur. P.E. FLORIDA Uc 111 44 1 67 OL CAST TMRL.s6 'T ' I 6"°„vm .Sam I/'• '0 IMRGp(D BK CAaI %-nousvc INAIr(L • 6Arm PANTED 1 9RAa CTLwOCR �D'Wa crLaolR _• .EYs (ww.c ILNRB.E Pun9 LOCK Hj( EGRESS LOCK (OHV UAUFIED FOR 11SE W/ HV QUALIFIED OR USE W/ HV ADE n & ONLY. RUDE EI ONLY. —1 r.2�a• o.D. 16. PAST'C.#AQLD META SUTfW � � h M76• AFTER RIVETING 1 /4'0--20 x 3/4' �rDRE R1vEre+c S.S. THUMBSCREW 1/4'0-20 RIVNUTO AffNE3 t.H AILMNW (2024-13 AUDY) INIGE FINYOE ROW wdLT Nwmcm. PMT / 6024. As UWAACTURED Or AVOLL CIQRRY TWORK. PMSrPENY. NE71 4RMV 07034 OR EQUAL, HV "T' � ®�„OCK V �L QUALIFlETS FOR USE OUAUfIED F0 USE W HV W/HV BLAOEQt ONLY. BLADE 1�ONLY. TNUYOTURN. CYLAIDek ON KEY C UNDER 0.07t' W0. TMYMBIYNY CYLINDER OR KEY 16 Yin CYUr40LN 1.75" M6.. BY REGENT HMDW®MOR SERIES 7333 NO�O.`K' BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE(Dh YJ FLORIDA BUILDING CODE (Mon high VeloCity Hurricane Zone 2011 EASTERN METAL SUPPLY, INC. A/ Su SSA■ Ame►ican Shutter Systems Association. Inc. 4268 Westroods. Drive West Palm Beach. FL 33407 wft"■"s" nw TM Accordion Shutter System M. BLADE 01 W/ OR W/O H.V. VahOOW BLADE VIWING No 11-192 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV (D Iry 8LADE I HV BLADE IA Nv LUVG RECESSED NYLON BUSKING to SHORT RrCFSSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES Io.B:O".J/lE• '.HICK NYLON WHEEL 0.Ie8"o AISI 302 SERIES S.S. RIVETS HV 1 3/4- ACCORDION PIN W/ 18 HEAD 'F 47 © hV 2 3/4• ACCORDION PIN W/ S8 HEAL) © POLYCARBONATE IMPACT RESISTMT HV WINDOW N3 EXTERIOR /-4®or® VEC NOTE FOR OUIN DENTS) K 11V 1_ HV NA (1) hV PIN j SHA,.L ALWAYS BE USED AT ALL EXTERIOR ® = I�R BOTTOM KNUCKLES OF I ACCORDION SYSTEM W/ HV lO OR HV 3 BLADE' • APICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTCM KNUCKLES OF (V ACCORDION SYSTEM W/ HV(D BLADE WHEN CORRESPONDING TO INSTALLATION -IT-, SHEET'7. 04 (- ` 0 aA �r (3) HV PIN @ OR 03 W/ I/2" O.D. 1/16" THICK S.S. 'HASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET 0 WHEEL CARRIAGE DETAIL 11• KU— �J.•_ KNUCKLE t\'\ FLIT 7 7/0- NIN.< EXTERIOR (-l) HV Q , BLADE RAS�J.EYBLY LAYpUT SOLID & CAS HV WINDOW BLADE DETAILS N.T.S. . 4--�rTl `"_Nq, 44167 LTEC 0 INc. TILUT TESTING dt ENGINEERING COMPANY •' STATE ni: ' '' I ,.,,. 11.0. SOo. S.. s1.. xS MPo.w aAaotla, nuuor. L1w Prerw (3M)871-1930 . Fos : (309)871-1931 ti0RI0P.• �Fi�`S/•••••.1••••��j� ®oo�oB`eYo4dsm W�ITCR A OwT Jr. P.E. 1,1` E l U11�/DATE FLONIOA U, If 4.197 CC G67]• P II Iry MINOOW BIRD[ .0679' .OB7S .0879' HV *"*W t 9 3/4" 1-1 ON IOUs S .7mal 7'1/4':I FAR :N TYPICAL HV WINDOW BLADE (IA' AND Llin POLYCARBONAM HV WINDOW DETAIL NTS. Sic �Y(•aRBONAT I PACT RESISTANT-�_�jj$ I BAYER MAKROLON 3103 POLYCARBONAIE E RESINS. UV -STABILIZED GRADE OR SA81C INNOVATIVE- PLASTIC 1EXAN 103 RESIN (SEE NOTE 'F" ON SHEET-19). POLYCARBONATE'SOURCES FOR 4 WYmai.tiL Ptalxr Y.4..•.�. ITACLL MONP11r1 SLVOMO w�.wa ... r1¢�1Fiu m7Tp/C O4.Nr1' an Oru oa.3 •/. ow3 ./n' m1LPt ma trwctn 4tilr ow 4..W N: ti.Wo w. RSsLow F1POWm At rti30 Nn DSw 1130o P.1 IS•Wo ..s4 Z. SGUuI . roman wS1Y Ono 3WAW -1 3. A. rreG Po1D.fD um Kn 033. Ir rt-r/w 11 n-./N 10, U4" OOr30 .tin on-3 .74 S ..J A.r[ w w's'-" ws, Ca33 C-1 pKl C-1 CWf SDI GLOP KlY 41271 mw T titi0 T /YIY Mu rodU MKKTN M tiY KW 43A OM RNMA &M we.[ "AND /t M"AND" 471r W Ma P.L UPI1 Nr. A.,S■S.A American Shutter Systems Association. Inc. 4268 Westroods Drive West Po1m Beoch, FL 33407 CODE Man Nigh Velocity Hurricane Zone' 02011'�C-MEE'RRNNfME�TALL SUPPLY, INC. 13 ■ 1M Accordion Shutter System H.V. BLADE p W/ OR W/O N.V. WNDON BIADE AWING No 11-192 SEE E• 0, -J CONNECTION DEWS CN SHEETS 10 K 1e TrP. FULL heiGr I. VP33.o ' I V 1 c V� UtA-CO. ' V L1 �7 909Y e ii� �o «�«�• 07«C1-10.0« 10 mi .b HE M OF CORNER CENTERMATE • MOTES ON HV LOCKS AND CENTERMATES: 1. uANU=wf CONONOR pI1ON JU ONE HV LOCK a or 0 SMALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN OR 12" ELEVATION. MV LOCK �70 or 62MAY BE SHUTTER AS ANFI�HSIDE OR OUTSIDE SPANS UP TO �OCKµ TTACHFORE0 114STO ORSTIONS�f ANY CENTERMATES W/(2) 1/4.0-20 . 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2, IF DESIRED. FOR BETTER PERFORMANCE OR FQN SECURITY PUfiPO5E5, UP TER 1W T 1N _ LOCKS OR WY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONhECRON OF LOCKS TO CENTERMATES OR 9 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVA11014. 3. u� + �fY'Ke\• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY USED IF DESIRED0 ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 1p OR AN ALTERNATIVE DEMCE IMY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4• ONE MV LOCK D� 0' M L BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT AN ELEVATION. FTV LDCk or SHALL BE USED AS NV OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/ -20 K 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Q� AT TOP h BOTTOM SHALL BE USED. LOCATION OF LOCK 91 LLLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSi TIONS AT ANY ELEVATION. AL. MATE LOCK MAY BE USED AS AN•TNSIDCOR OUTSIDE LOCK. ATTAGhMLNt OF 1/4*0-20.3/4' S.S. THUMBSCREW TO � OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20.3/4' ALUM. RNNUT AS SHOWN ON ONE SECTION HVE. SHEET S. OLOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. 'yANQATOW C&MMN AIL Fop K2N'IONf yOL}]DNG WSW I Arms_ ONE HV LOCK (!� or 0 M 0 SHALL BE USED -AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR. 12' A8OX OR BELOW 1/2-OF SHUTTER SPAN FOR SPANS UP TO W. AND FOR INSTILLATIONS AT ANY ELEVATION. Hy LOCK 49 or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or g SYMMETRICAL CENTERmAITES W/ (2) 1/4•-20 ■ 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON_TWICAL SHUTTER ELEVATION, USE OF LOCKING RODS 0 W/ Q� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. •NOTES ON HV 'T' LOCKS AND CENTERMATES: I. fONE ALTERNAATE F1V 'T' LOCK MAT DE INST IN LIEU OF MV LOCKS OR FOR ANY SPAN AND STAWTION AT ANY ELEVATION. ALTERNATE LOCK AT BE USED AS AN INSIDE OR OU IOC LOCK. ATTACHMENT Or LOCK 0 INCLUDES USING RENIDRgl LO , As SHOWN ON SECTION HVG, SHEET Y. WHICH MUST BE CONNECTED TO CENTERMATES AND W/ 1/4'0-20 . 1 1/2' LONG S.S. THREADED BOLT W/ T/B'r ■ 3/32' WINGNUT CR W[ 1/4'Y-20A1' S.S.y.S. INTO A I/4'/. 5/9' RIVNUT._LOCK MAY BE INSTALLED AT "SPAN OR 12' MAKIMLIM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0 TOP AND BOTOM IS MANDATORY. .NOTES _ _ I. I ONE ALTERNATE HD LOCK Q}I WAYtiE USED IN UEU OF hV LOIXS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALIFNNATE NO LOCK 04 MAY BE USED AS AN INSIDE OR OUTSIOf LOCK. ATTACLNYENT Oi MD IDCr( TO ��C7y' IS N/ ] �e . ]/e' F.N. S.S.y.S.. AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDa- AND HDC-HVC• SHEET Ia. LOCK MAY BE MSTALED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE NIOSPAN. USE OF LOCKING RODS d3 IS COMPLETELY OPTIONAL. AQ BUILDING COUE Non Ki h velocitynurrlcane &one ` Vo d ' 7`';- 1/tF✓% ° * ; STATE OF 9 '•, r T—[7mAccordion EC O F t1 c . . S N S.N . American ShutterSystems Association, lac. 4268 Westroads Drive West Palm Beach, FL 33407 02011 METK SUPPLr, INC. �ErAS�TE�RN Shutter System FLU. BLADE r1 W/ OR wja Kv. WNWW &Am TILLIT TESTING & ENGINEERING COMPANY 4]s! KK. >�. a aK.. ]m vwce. rnAQ O. F ] ■M 1114/ Pllon.: (305)a71-1!!O . Fa.: .-: uua.o.a.c.m vLrE®A IIW6TI4'. P.C. FLOMDA U. 0 MI67 n 0=1111,119M pmf Kr Ao. I OLD i 1-oe3 11/2S 1 O.TE 11 28 1 1 a DRAWING No 11,�192 K ••• ORIO �F I``` -_Fsr N�\�LL'L /�fVAL � V,,1t P.E �SY_A1cjE)GNMURE/DATE a S SHEET r Pfu,NfG CONCNEIE ANCHORS POURED CONCRETE POURED CCONCRETEI (SEE SCHEDULE ON OR CONCRETE OLOCK CON..PETE 1 REQUIRED / I/4'-2U.]/4• S.S. REGUIRSHE. IJFa HEQUIREO� I ) CONCHF.IE ANCHORS 1 MACHINE SCREWS -T`- CONCRETE µCH00.5 \ fnN (SEE SCHEDULE ON ` W/ 1//'-7O CON ETE ANCHORS ON Snf [r IJ) i ' / ` Q18 11TONE (YF.otr TiKa as SHM 7) / � � (SEESHEET IJ) HurS O 17' O.C. I h. /_•.._ _,L• _ _� .-`2�oN 14 j �i,�,' r' M;,, 1 /4i-20.3/4' S.S. / // • / �/ �'uln rEO-IIt''Ea / MACHINE SCREWS 0 /' I ,. I •r 1 Y___ I 1 % US 12 1/ti -TG RUTSlay_r r 19 Ot ON Ow r/ , DPnONAi' l 1 \ / i i I / r / ' OPTIONAL " 013 E. n Ii1sw.WV o Mnr lMa laewr a wu , 'I' I 1 EXISTING ` "'1'LL ° I ,J OR {� ; E%ISTWG-- -..__ MIN. SEPARATION TO GLASS Qj CLASS—' R�bai� I WIN. SEPARATION TO CLASS I 1 GLASS (SEE SCHIYxn F. ON SHEET 11) -(SCC SCHEDULE ON SHEET 113'- — tkISTING � I GLASS—' HV WALL HEADER INSTALLATION �,A, HV WALL HEADER INSTALI eTION -�— (� HV WALL HEADES INSTALL®TION + KU§TONE f.x,5TIN0 ' MIN. SEPARATION 70 GLASS _ GLASS �' ^ e♦ —(SEE SCHEDULE ON SHEET 4wi5 I v DR 6) NON. SEPARATION l0 cU55 I I 1 ExLSTINc . r, wttr.At a Mm I I GLASS 1� f04 nAL ERG- rh `(SEE SCHEDULE ON SHEET II) I nT Y/Lrlr fM ' W."u m• lA - EMSTINO ' / ' OPTIONAL / GL6S ITI t/7 / % l b • / /___ _ y 19 / 2�w�14 j4:�3' A / LEp EO PNWPS iRU55 t1GO / ,� / 1 t•.-2O.3i4• 5.5, PI ALUM �.` ©� MACHINE SCREWS USING �/ X CONCRETE ANCHORS iRu55 HEM MACHINE SCREWS CONCRC,r ANC„CNS ! 1 I8 YYY POLACO CONCRLTE J (SCi t;C1 EUULE ON SHEET :3) // / 1' 1/4•-10 NUTS O 12' O.C. (SEE SCHEDULE ON W/ 1//'-70 NU15. • 17' O.C. OR CONC14LTE 6LOC i / 1 16n. POURED CONCRETE RTEEi 13) OR CONCRETE 9LOCK WALL REQUIRED \ TGONCREIE ANCHORS REDUCED }'IY WA ill I INSTAL L ATION:,• / (SEE SCHEDULE ON I KEO CONCRETE) SHEET 14) F HV WALL SILL INSTA LATION ON CONCRETE BLOCK HALL REQUIRED CE, HV WALL SILL INSTALLATION ROTE E S SHEET 4 FOR Df• cr TII �. NSTALLATION DETAILS, W/ 1- SCE SHEET / FOR hPKAL SIIUIICR • E. 0. - EDGE DIVAN ASSEMBLY .SEE UMj�TATIONS OF USE FOR H V B LA D E 7- MOAN r:XG SCCTI' Cµ tlG CUMtliNED (SEE SPCCIFICAIN)NS ON SHEET 13) BLADE ON SHEET 16 IN µY WAY 10 SUIT µY IHSTAIAILON. FLORIDA BUILDING CM[ Yon Hieh Velocity Hurricone Zone 11j11'' � A. tf(020111EEAASTTEERN METAL SUPPLY. INC. Accordion Shutter System Liv. auoE jl1 w/ DR w/o N.v. VdIiYhM BLADE ' American Shutter Systems n. 0[scRl.noN O.Tr DRAWNr A.G. TR11T TESTING AL ENGINEERING COMPANY O STATE nP ` '� N••• JM X. m. 3ai WAnr« 6.ALCkL ROAM, 251a Association. Inc. I OLD 11-063n 1 OAM- 1 t 20/11 Pnonr : C305)871-1530 . F..: (305)Y71-I5]I 4268 Westroods Drlve E DRAWING No 0 ['�:F(ORIOP :'fir`' I,1 "°� � Ip71p7 West Palm Beach. FL 33407 E ' 1 —' 9,Z ss/• •• ••• G 111 nM U[ /f 44167L 1 SHEET P.E.. //jQ a SikR IMTE r i PCUNCO CONCRETE ANLULORS CONCRETE c— (±EE SCNEOVLE ON SHEET 13) To o Luxx NEO',nHLJ a 'U x a a4n -•—T_ CF _. SLAB ( ; ON VW It FOR - / �-;.�r 5. t1 • - APPLICABLE E)USTMG eua� CLASS ALTERNATE '/ //� : J• )1/;: ANCHOR .� i LOCATION / CATION , 11wr.3GAl5o EASTINU , ---' GLASS + WCE CF- SLAB W vIwTAIa APPUCABLE 10 aAu car ..1 :IN.L�aal�ira " 01 OR QePOURED- w KASul ruL --ti7 UD 4 CONCRETENEOURED (t)-dy-FII ING-INS L'.TAI L OTION -- — IQ OR 791♦ EnSTI RASSSS- /IOA3/4' ItCX WISHER READ 'TEN SCREWS a 12' D.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) POLE OF SLAB E / APPLICABLE —_.E. D.•'_'J L..._—E. D,•_-- -) F EET ,14) ' HY FLOOR INSTALLATION t CL' HV WALK —OVER wares eTInN L9 ruin O —far TONm.x---L--- a EIJSTI•NG -� EXISnNG^{ GLASGLASSS OlASS T� I g E 3 a 1G5 TEO SCHETYS o 9. O.C. OR 1/4'0-70 S.S. M.S. i CONCRETE ANCHORS IT/ NUT D 9' O.C. r (SEE SCHEDULE ON S ___. _... �3.1______• SHEET UI CONCRETE A (SEE 5CHEO. SHEET IS)- Ex15TTNG GLASS—i t 10.3 4' HEX R HEAD ;-TEA SCREWS a I]' D.C. /14.3/4•"S.OS. O9'O. C. OF I / SLAB IF % ,.,�,, 7/a4-7.�/ APPLICABLE CON �. /14.3/4' F.N. S.D.S. O 0. O.C. �SeE POURED CONCRETE—, (SEE SCHEDULE ON ON CONCRETE BLOCK SHEET 14) pN yrET 13(a) POURED CONCRETE ROTE 13(0) ON SXEEF 1 REQUIRED OPTIGNALJ COTNN�CREVE _ I K i HV WALL FLOOR INST LABOR OR CONCRETE BLOCK RHV " NEOUNPO WALL WALK —OVER et4(�u INSTALLATION QHV RAINGLlAR STAI � ertnN t ,� NQTF FOR rC •NiNATV1N OF Cirnn -.. 'r IRIS INSTALLATION SHALL BE I- SEE SNCET 4 FOR TYPICAL SHUTTER • C. D. - EDGE DISTANCE (SEE SPECIFICADONS ON SHEET 131 REMOVABLE WHEN QERFONMED ACAIACENr TO AN CPERABLEEE]iIT ♦ SEE uM ANIONS OF USE FOR ..o"Ass u Nrf IT) i EXISTING,; (LASS - F Oi 3a LLABIE OF _i n 6 APPU'CAISLE POUNTE ' FLAT NEAR CONCHLIE ANCHORS CONCRETE RCOUWFD (SEE SCHEDULE ON SHELL 14) 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF A.S.O. DESIGN PRESSURE RArING • FOR SPANS PER SCHEDULE #J. SHEET II I/49 Xr a niu fNCLN r/ " ow 111 EONOIOGr a 1/49 IC1400 HOOTS TNT•@. OCR" n/ FOR UP TO r-0• svr Mm 1/4• MAX. ' 25 Ms VII40 1/•'0-10 NUR ' • 19' G.C. ••].DO' WN. " — EWING NON SrN.cIUKAL YYLL IVY (Dfm14tat • , ... E.D. NUN.: • • : rw rouxen co c trr NrouMW U KEYSTONE MQ1IMING INSTALLATION IIA.AAIK A50. ouucoi F!! llu rN •M.-rl Ad MAW" SKUTRR PAIN I'-0• ASSEMBLY OR E'°R""` SL"°E U°" SHEEr ]INSTALLLATION DETAILS W f M) HV BLADE - MOUNTING SECTIONS CAN BE COUBiNEO - IN ANY WAY TO SUIT ANY LNSIA.LAnoN. FLONVIA 6UILOING CODE Yon High Velocity Hurricane Zone ' •' * ` SfiATE OF :' '\ LV :4�5 '••/.....1..•C"`'`Ca\ H 1 S/01'AL Lam` 1N+N P.E'S C%91G1Vi{iURE/DATE �.�■�■ Amedcan Shutter Systems Assoclattan. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 02011 EASTERN .METAL SUPPLY. INC. BEIRTRA HV;— Accordion Shutter System Kv MADE pt w/ OR w/o H.v. wrmNv eulIE TILLII TESTING h ENGINEERING COMPANY wr, ,N ,a, GAmar. /LAG »I 4 PNo ; (3Lu)aTt-n3a , ro.: (3G5)In-t»t • "r a •w�o .o. FALTER A TILUT A. P.E. 1LORVA UL 4.1aR N 1L DNA.N AG. I DtD t I OB] DOE I t 29 t, r DRAWING No 11 Q �� "� 3 3 SHEET SEE END WAI I AILS ON SHEETS 10 18 If Sa NZES ON LOCKING RDos ®, NV LOCKS ®ar IN 7 ,EXISTING GLASS INSTALLATIONS W/ Cl:) HV * AND wT�NTE IN LOCK ® ON SHEET S. j / BIAOE SLACK DETAIL HVr 15 VNdI FOR ouT YET 1 ALL BLADE W CLNTER"TES APPLICATION MTN DLAGEI]1 Q U SEE END WALL CONNECTION EXISTING WJ55 pEiAll-S ON SHEETS \ I O.O • ©°�O.O • ®� } O — — — — -- -- -- — — — — — — — — — — — — — — -'- — — 8a8 a 7--' - - - - - - - - - - - - - - - - - TQ-=-y)AI-a (eoa3-la aLor) AwM. / I O• ®na 6.a• ©°w 1®• ® J 1/4• _ 7• 6 1/7• 7• 1/7- a , . ® OPPOSING C SYMMETRYCAL t ARG t M/(7) 1 +'. TAPCON AI.CHORS �G CONCRETE I (IC'/0orTOW) m_ (UY1a1/a' S.YS. r0 neC At F.•Ct1 ANGLE. (TTP) llG•!/+ S.Y.S. 0 la I O.C. fuLL Id7K;NT. E E WIN. SEPARATION i GLASS 5 I ` `I I ®q 'E�� 3 * I N 3 * �/ I (SEE. SCREWLC ON SnIEET ) v � I Immms>eT tlt• ar®a©• OgOa•� •®a ©'Q'©a"�•Q7 I�"dl GLAW WIN. SEI ARA110N GA ©• ® ® " ®* TO CUSS (SEE SIFULE I N OPTIONAL ON SnCET 11) INTERIOR) OUT _- 1 1� ,JHVA OUT * �r �q© (EXTERIOR) "®. 3 ®"'EX IN Oq - OUT ®q hyl CCNCHEIE ON BLOCK WNl REOU •®� EX15TLNG GLASS01/ SYMMETRICAL CENTERMAT S. r01NTERIORI _ _ _ IN _ _�a®a_©•O�©al',y 6�•�.• ©°"�. 7 . ®°' ®• ® WIN. SEPARATION _ DULE lsJ • a- n9 . a -A • 0 71 (ONESO I ) — —F 0 I A I�E C O mc. TILIJT TESTING k ENGINEERING COMPANY >J .....1AeI. w- Ma .an vxmNu GMIQAS. nla A ,U14 PNqu : (303)871-1530 . Fm I (306)871-1331 .-mGI: UI1KGOoolcgA ® GTILLIT WALILi A IX1JT Jr. P.r FLORIDA Uc f 44157 Sa o c. • ® `� OUT B ,/a• WEAK. SLACK 114 LIVE" FLOWDA BUILD WO CODE Yon High Yeiocity Hurricane Zo 02011 EASTERN METAL SUPPLY, INC. W— �� S s �� NAccordion Shutter System V. I'l /1 W/ CR w/o KV. wNim axx American Shutter Systems K WE DRAAII AG Assoolation. Inc. OLD „-oas n ( DATE n 70 11 4268 Westroods Drive r DRAWING No West PGIm Beach, FL 33407 T. 11 —192 ALTERNATE INSTALLATION WjHV_ M M M 11 SEE ENO CONNECTION DET I c ON cN [15 10 h 1s OUT r TIz IN "N't1"'1" aA I/ IA01(Dw" W_ 11N. 1•WN11D m 1'IICEI 1, �a O. Or��•®^ AS VUL AS v104R5 t i101111q O.NE�DO. 1"-tfA , [� 6A ) ll8j e1�a iwGGiN OF IMp 4f11, uY O[ YSfD .rtn IhB KIt)anl IL 4��'0ll�YlPl1 /l.. �lr �" JMNI 01 I I 1'A• ` l•Ipa.p• 1r.1 W. (—I h r 1AW —C. (—I 1_ 11L t.UT1 D ryt N. toot T Lou. o st.ELT a. t was 11M "W rMY cio7.-u .:,ml wtcc rtM.0 inw a.11t Ml15(AI, rYtt I m1o, Al tW4/rLNA(o 0. A.KL CI1G11T IC:fiCJtN. P/aGMall', NlV i1AS1Y �7r.'.• m 14NL ©- er ®• ®r®. ®O HV -T- LOCK (OUTSIDE) •► . 1 ■� ► 1 .. S � G/ L 1, t • , . N 14 7� ID V vr OUT 1/4' 0-20 x 1 1/2" S.S•M.S. W/ 7/8"o x 3/32" WINGNUT. roa cal B—HVB OUT conuwl HDC HYc sYMMETRICaL HD -C NT RMA S SYMMETRICAL HD_SENTERMATES W/ ( LOOK 4XTERIOR1 W/ ( _4P LOCK jINTERIORi HOD-HVDii FLO��G STACK a + ru IWO w tau.a ,m10 . la o L4 " a wwo 1 et► rMAW 11OW4 pA01 QDa.A IOI-Inc p .KO /p. All ®npOWp 1N1xNY0 uo. YAOL Q _ It '"rf, _ 11 ........ ✓ =- SI y�P:'��GENS f'••..9 - ' �'•,: XAiEOf !� �Q .. 'F ' nwnV- ��` t•' c`sS/0NALt1 , o.E SEAL /SIGNA.TURE/DATE �_EM �N�. TIWT TESTING h ENGINEERING COMPANY aa�7 ".•. 11.. 1•. S. 1m, vaom awf". na.w ul" Fran : (305)871-1S7a . F.. ; (]Dy)a71-IS)1 •-"°k Dtt...wa.m .YLrz® M7712 Jr.Pd. FLORIDA lm r i107 FLORIDA BUILDING A.�.�.A.► American Shutter Systems Association. Inc. 4268 We9lroada Drive West Palm Beach. FL 33407 CODE (Yon High YelaCity Hurricane Zane' 0201I EASTERN METAL suaH.r. INC. T4 Accortii'on Shutter System KV. aADE /1 W/ OR W/0 KV. W"W a" N scAsnox arc Ao. I OLD I I-DBS 11/22/I oaG 1 i 2Y 11 2 DRAWING No 1-192 1 1 a SHEET 9 OF 20 _ — PauNEo concnt;L LAN /7 -/ —�- REQUIRED � r CONCRETE ANCHOR'-' S, Ia, D.C. •' /' F%15TIhG C �� CLASS •.�1 r / 1,Y,._x- MIN. • I � I I Wn. SCRAAW)CH /r. EC EO to GLASS SEE %CHEDULE ON 91LL1 7/I6'.!' A'A%. r I I FOR BADE (D (eoe3-TO) CONT. (LOCATE AT �(5 510E `7• ON SHEET 19 FOR IL'D6 V ® ALUM. CLOSER[IT (LOCATE I OF OF ) L WN AT EITHEA SIDE LAN AT EIT 1/2' YIN. of O) / /10.1/2• S,Y.S_ /10.1 /2' s.4.S. J • 16. O.C. -�---""�� O T6' O.C. ---__ / 4 � POURED CONCRETE OR CONCRETE POURED CONCRETE J ' /— CR CONCRETE BLOCK W.U. REOLARED i - /—E%ISRTiG GLASS I Il BLOCK WALL REGUNEo GLASS L ----- %/ / /%�EMSTNG MN. MPAMIKIN TO OAST (SEE I I FOR BLADE AAD/ StrfbAE ON SHEETt4� �j / J._ _ 7 / YN. StiNVJION TO GLASS (SE ON 9tEr 19 Barn, r CN SHM % HAGS I FOR BLAOE (D ADO 0_4=(DLN SHEE11 19 FOR I/2.♦ USE I' OR 2' NA%. (AS AIFPLICA8LE).2'%1/5'ALU4NW CU' ANGLE I (6063-76 ALLOY) AT WIDHEIGH� (1) /10.1/2' S.M.& TOQAt 1 (2)1/00 TAPCONS ANCHORS TO / �•OLINED CONCRETE OR CONCRETE / BLOCK WALL REaUIREE 2� % STING GLASS r___rA r W1L SEPNU.iION j / 10 CIASS (SEE 50dD£ Eli YSHEET 1 I FOR BUOE aAI.O BLADES ID&a -•�-- r SEE DETAIL K F WALL AT 1 O.C. (LOCATE AT O OR �� SEE DETAIL z FOR I OR ®. S DE C oNNE S OR fIiNFA SIDE Of 9) 1 6 OR SIDE CONNECTION l ,(�L (� G ®-©' 7 -� •®- 6 7 fi PSEE SIDED CONNECTION) p��. 1191•®-©''127- - Q'�- 7 ®. IQ TRACKS--O-O ®' `/ ® ©• r - o 1 d- 0. (END 04D.0-6- 8-0. .@-©•®- �°, �p Q�•®'Q•Cil-©•©- TO TRACKS ®•6.p O O•®-©'O•d- B m ®-0 ®- O®� ® ®-d•®-O•©- &0-0-0-6.0-0•6 O ®-® ©-®•®-®� () O ON E�®L O2) ` —NO CONNECTION DETAI 3 END CONNECTION DETAIL Q END CONNECTION DETAI 1 END CONNECTI D TAI 2 POURED CONCRETE OR c i aE Z, ONLY FOR SPANS GREATER THAN 12'-0' EXISTINGi CLASS REONCRETE BLOCK WALL— I^EXISTICLASS N0 40 I a / LOL SEPARATION r / r to ¢ASS (SEE • % SON 91 DTI FOR / UK SWARATIGN 31------ •---- II FW BADE(DMID CONCRETE I/2'- 41N. TO (LASS (� ------- ON ON B ON OR I)M sI.EET le FW ANcnoa o ON 9�1[ET �------------ _ _ % colvcRETt� / 1VOFS�Y ® 12' o.c. 1a�91FETi9 FOR 4 -_ -- - OR OR 1 0a0 ANCHOR • 16-D.C. Y �• \:'EO 5 fAA0E9 mY� L • / /r / / I 2 /% • SEEI s OgOOR�OR _ ---- _ MIN 2WIN. ED 2' WN// GLADEU�OONSiU1EOVIEW Q OR � pLAfi AIPOURED CONCRETE DEJAIL ETE BLOCK w®©` PEOUI•®'©®- kin ILICTAI Y ) RE0 _ END CONNECTION DETAII 5 0 ®-®•®�•®-®.® END CONNECTION DETAIL© ®-®•��®® FLORIDA BUILDING CODE Non High Velocity Hurricane ZGne, 111L� RAA T��'- �2oL1 EASTERN W"AL SUPPLY, NC. Accordion Shutter System KV. BLADE #1 W/ OR W/O KV. WNmW BLADE * l ,�. •: * TILLIT TESTING & ENGINEERING COMPANY ARI•flCCxl $IIUttef $Y•t•51Ts n N oaeAvn6N wrr LSHEET -Q •• STA* OF aa5 n... >�, • w.. Am. rwolw Qwwo ,Maur y1m A••OOIOtion. Inc. 1 OID 1I-063 I I /1I P1m.: ODS11V1-1530 . F . 1 (3051871-1531 4268 Westrood9 Drive 2 F(pRIDP•` `��11 r m'm u�ooaxl'~a1i- West Palm Beach, Fl. 33407 3 P�r's '•••-......• tV�F'-%DnrE RF` �"lK J *4L ! MAXIMUM SHUTTER SPAN "L+' OR "L-" (ft.) FOR INSTALLATIONSW/ SYMMETRIrk CFNnTFRMATES ® & C� of QD of VJ/ ONE M.Y. LOCK or © or or HD LOCK ® OC W/ NO LKING BOOS or CENTnE�RMATES 3 k 0 W/ ONE MV "T LOCK W/TWO LOCATING RODS ® TOP bt (Y ' BOTTOM SEE NOTES ) rK1I.Rr a14a: CONCRETE A, W000 INSTNIAIIJNS O WALL MOUNTING FLOOR/CEILING MOUNTING (NI .L I 30 OR LESS I W-O' 16'-0' 16 -0 16 -0 35 14•-10• 14'-_I O'- 1]'-7• _ 40 13'-10' ILA'-10' 14'-"— -15'-2' _ SS _ _ _ A Io,-,O' to•-Io• 11 . 1 11 - 1 _ 75 10'-1' 10'-1' 10'-4' 11•-1' SO 9'-10' 9'-10' 10'-o' 10'-9' 85 9'-a' 9'-a' 9,-9' l0'-5' fl5 9'-0' B•_9• _ _ 6'_2' G'-Io• __ 100 a'-0. a•-+' 9'-O' 9'-7- 105 8'-7• -T-11' S -9' 9'-: —110 6'-4" 7'-7- B'-7' 9'-2' 120 125 __ t3O 7,-10' W-a 8-0' 1 e-] r-a 6'=5. 7•-10- a' -I" ISO 7'-2• 5'-7' 7'-4' 7'-0' _ ISO e'-11' W-2' 7•-t' a'-7' _ 165 e'-IO' 5-1' 7'-0• 6•-4' 170 175 W_9• 4'-11" 6'-t 1" W-2- 6'-7- 4'-91e'-0- u ISO 6-6' 1'-13 a' -a 5-10, If15 W-5' 4'-a- a'-T Y-B' l90 e'-+' 4'-S' e'-6• 5'-6' 195 Is' - 3, 4'-3' 6'-S' 200 6'-2' 4'-2' 6 -4' 207 6'-•1 4'=t a-3' s'-1 MAXIMUM SHUTTER SPAN* "L+' OR "L-" (It.) FOR INSTALLATIONS W/ rENTERU ONE YN LOCK or or 1V/ NO LOCKING RODS (SEE NOTES T.tT) Asa GROA wuiya MfoIG CONCRETE It WOOD FTM I M,nm WAU. .IOIXn9.G At FLOOR/CrJLNG MWNTWG 35 1i -10• 14'-10' 40 1Y.-10' IS-IW 45 --13'-I' 13,-1' 50 11'-5• 7'-5' S5 60 11'-4' ES 60 9•-lo- 65 9'-0• 9'-6' 90 OS 9'-0' B'-0' IOC 6'-9' . a -4 105 a'-7' 7'-11' 110 W-4' 7'-7- 115 W-2- _ 120 W-0• V-10- e'-e 7'-7' 7'-5' S'-I t' 7'-3•7'-2- _ Y-7- 7'-0' S'-9'6'-ll• W-2' [;20 V-10'4'-11' 6'-7• 4,-9' 6'-6'4'-B' _ 9'-5' V-a' 6'-4- a'-]' 4'-3' V-2• 4'-2- d'-1• 4'-1' Wei". 21 r i AAXIMUM SHUTTER SPAN* "L+" R 'L-' (ft.) INSTALLATIONS RMAIES k W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR M.."NOm SHEET 7) Co. A, INSTALLATIONS XM,q nDOR/CE07NG MOUNTING Ipal.l OR nDOR MOUNTING I . (IQ I - (11) 30 I6-0, IW-0' 35 I5-2- Ifi'-10' .40 14'-2' tS'-2' 45 13'-4' ' 14._j- So 12'-3' TV-)" . 55 1V-1' a0 t0•-2' I 10'-1I' 65 e'-s 1o•-I- 70 9-4' nto, i ENSF'.. 9 7� • 0 .STATE OF L .c RI --sSiONAL tivG 0'f P.E.Stt j618NTSf ORE/1 INSTld I ATION 1 G . ND CONCRETE k WOOD M.WSORY LL A. B. C, D. E. M. N. 0, P. C. TING [FLCW;,ORjrEIUNG F. IT do L R. S. & V, G, H. I, It. J T, U, W @ X TING * M LA MAXIMUM SNUTTER_SPAN 'L+' OR *L-*FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. AS.D. OESICN PRESSURE RATING. 1' 14V CORNER CENTERMATE. I] MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPEGFICATIQNS SHALL DE AS INDICATED ON MANDATORY CONDITION 02 NOTE #5, SHEET S. ttEXCEPT THAT MAXIMUM SHUTTER SPAN 'Lt' OR t-' AND MA"M A.S.D. OESING PRESSURE RATING FOR INSTALLAT06 INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMTE D AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO 454,-72 p.a.f. AND W-O' SPAN, SEE MOUNTING @ON SHEET 7. MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" (D HV BLADE - - __-7— f7il R C _0a w *; TILLIT TESTING h ENGINEERING COMPANY ,; p./1Y M.I. 3uN 1l- 1'4. ]9!, vplma autoo.s. AOIaa y1 DO � weA.: (ws)n71-ts3o . ro.: (7oa>o7�-1531 TT 11 .-maN: Uuco6on.rnm al-0 WrLTFA A TILUT TIWT Jr. A.4. -- ADRI" Ur_ ! 441E7 A,S.S.A, American Shutter Systems Association, Inc. 4268 Westrocds Drive West Polm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWA6LE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO CETERMI14E MAXIMUM SPAN FOH WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.U. DESIGN PHESSUNE HALING, DETERMINE MAXIMUM SPAN T_+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. COMBINATIONS IN T BETWEEN WALL o DETERMINE AMOUNTING IMUM � FOR W/ FLOOR/CDUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.O. DESICN PRESSURE RATING: DETERMINE: L1+- MAX. SP/W FOR WALL MOUNTING INSTALLATIONS. L7+• MAX. SPAN FOR FLOOR/CETTAG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D, DESIGN PRESSURE RATING: DETERMINE: LI-. MAX. SPAN FOR WALL -MOUNTING INSTALLATIONS. LX MAX. SPAN FOR FLOOR/CEILING -MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWAU{F SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+. 'L2+', 'LI-' AND l7 (4) Go 10 ANGKOR SCHEDULE WtFH FINAL MAXIMUM ALLOWA13LESPAN AND NEGATIVE A.S.D. DESIGN - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Non High Velocity Hurricane Zone 0 2011 EASTERN METAL SUPPLY. INC. ar.n I nA nV TM Accordion Shutter System ITV. a" #1 W/ OR W/O ITV. WTaONV BADE AWING No 11-192 MOMffFM 0m� m D O0p mII�000p® [061� �7l�7 0mmm �'pOp�OpOom mm1InmQ" m�yl�� CHEED �1'ta1� pp® O� �ppllI��jj��pp®gip®p p �0 • f�0fEl�j � ' ODp��®�O�D�Q71>FfoE�Od - moo p��mt07O t[� t7 �eeED" F�l�� 4ml �l� [�700 DOm 0 O' � o mrl�iINI m la opv®�i ir�0"'KAp� son, �1�EE] BOO o o® oppop O�lO � 0 Owe O tiF10pp OOO 11121 m ®®pp m �0®� mp0©0 IN oio�ilm0[�pQ ©O ®DOtata N v MUM In000ialpe mQAOO p Op�QO Moov�5g� g0 oho r�l �IOIEMS1�mtaal008 tpa1110�p ®®s pp OE�s�aOp000 OOppOppq O. ® aOp�®�10��0 po p0 ppm� mp0p o1°ill��oa 00 pp®OOfipO Opts pp0p� �� ['/ ppOT�mppppppp am TAPCON OR TAPCON WITH ADVANCED r.EADFORN TECHNOLOGY rnjL_ POINTS SCLI—SET BLUE TAP 'Al CAP TAPPER. - SEE -V'r NS of Ua FAN mxc ON soar .1 AA� NVA14W •; 1G LI•I A A • L Ls�P. �yC4ENSF''.,`�9 t= ;46.7:'4at6T�' .=x F a '• ' STATE OF j '�C,n f 1 u V/0NAL `�GnILLE P. �SPrt ia&WA6E/DATE I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. (A) TO EXISTING POURED CONCRETE (Min, Cc - J E,i) 1/4'• TAPCON OR TAPCOH WITH ADVANCED 'INEADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILOEX. (Mh, I'O - 1 A,i) 1/4.0 . 3/4• ALL WINS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINIS SCREW, BOLT 6 SPECIALTY COMPANY. (Yin. I'c - J L,I) 1/4', BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLGRIO4 FASTENERS DIRECT, INC. (W, f c - 2 M.I) - 1/4'0 TAPPER. ANCHORS AS N,NUFACYTWO BY POWDNS FASTENERS. INC., ANC DISTROUTED IfY ALL POINTS SCREW, DOLT k SPECIALTY (Mi 'OMPAM' OR ANY OTHER APPROVED LICENSED DR AL'TNOR12ED VENDOR WIN IN THE AMERrAn SHUTTER SYSTEMS ASSOCIATION. INC NOTES: Al) MINIMUM EMBEDMENT INTO POURED CONCRETE Or TAPCON OR JA'CON 11011H ADVANCED IHREAOrORM TECHNOLOGY ANCHORS AND TAPPER, ANCHORS IS 1 3/4', NO FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. . A.2) MINIMUM EMBEDMENT OF 1/4'• , 1/4' ALL POINTS SrA10-SET ANCHORS SHALL BE 7/8- ;NTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/,•.-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EAST, AND I' MINIMUM FOR WALLS MrH NO STUCCO. AJ) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VC14ECH BE FOUND'UN THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL F:NSNES. ANCHORAGE SHALL BE AS INDICATED C 1 NOTES AI) III A2) ABOVE. FOR INSTALLATIONS CM VINYL SONG OR ELFS MI" ON WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO OTS VIM META. STUDS. SEE SHEET 20, (a) TO EXISTING CONCRETE BLOCK: (ASTM C-00) 1/4.0 TAPCON OR TAPCON WITH ADVANCED MREAOFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.I.W. BUDDER, 1/4'• II 3/4' ALL POINTS •SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT A, 5PECIHLIT COMFANY. 1/4Y BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. 1/4'• TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTWULRED Or ALL 'PONIS SCREW, BOLT M SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED ON AUTHORIZED VU1100 REGISI}AED VAIN THE AMERICAN SHIER SYSTEMS ASSOCATION, INC. NOTES: B.I) MINIMUM EMBEDMENT INTO CONCRETE RLOCK OF TAPCON, OWE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS 15 1 1/4" AND TAPCON MTH ADVANCED TNRFAOFORM TECHN04CIT ANCHORS 5 1'. B.2) MINIMUM DABIZUENT OF 1/4'0 , 3/4' ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMB(DUD INTO THE CONCRETE BLOCK. NO EMBEDMENT NIO STUCCO SMALL BE PERMITTED. 1/4' I-20 S.S. MACHINE SCREW USED SrIALL BE 1 1/2' LONG MIWMLIM"SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STU000- B.])-BN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE. FOUND ON THE EYRIUNG WALL CR EL". ANCHORS SWILL BE LONC'EHD" To REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL SE AS INCIGIIED ON NOTES B.1) K 0.2) ABOVE FOR INSTALLATIONS ON VNTL SONG OR En WITH OR WITHOUT META. STUDS CONSULT THIS ENGINEER. FOR NSTALLAM4 INTO EIFS YATH METAL STUDS SEE SHEET 20. (C) ANCHORS SIIALL-6E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S NANUFACTLAER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (C.0.1 VERSUS SPKING RFIATLONSHIP FOR r�GE DIS7AN VERc Ic cP1 IRO c N D Il r CnR AN- •^^- - ��_--��-�-_�_ ._.-._.._ NAIGMUM 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 INE EoaOMNG FACTORS. R SPACING C13TNNED 1,SINC, FACT0 W T BE I F. S THAN IuIIM SFIA:INN Wnf Trn FrH F N AMr-MN TYPE FACTOR HEDGE TAPCONTHREJOFOF3A TAPCON VTTN ADVAAO£O TEf1WOLD0Y NL POW SOLID SET OWE TAP W/ W MIN. sP + No E.D. WIN. SPACING - J' MIN. SPACING . J. MN. SPACING - J 1/2' MIN. SPACING - J' J 3/4' 4' Pf CWF 4 P0� =QED MN M •! 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WfT 17 FNO SIWL CONSIST Or 'SCHEwS -MIN. 1/2- COX PLYWOOD (IBM MU) LAG AS PEN NOS 2CO3 SPECWICAIIONS. A ANChOR$ SIOt1 ,. WSTAL:EO FOUAWNG ALL OF THE RECOMIIER04TIONS AND SPECIFICATIONS OF THE ANCMORS IUNI&ACTRFR. = IL RECO TILLIT TESTING & ENGINEERING COMPANY •• ATE OF M. 2L, U. 301, MRG.A Gk4g) . 01.0f" .E11N P6m.: (SW)871-IS]O . Fa.: (305)e71-1531 :' J '• F . rAP •'••�ORIU P,.••' �.d`'p` .-mad: 1FW.aw- f9-00067.9 «ALTER GLUT C sn')IA,. %Hruafr r.1lnA-r A. J,. PE FLORIDA LIG. / N•67 A,S,S,A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 CODE (Non H;gn Velocity Hurricane 7 ® 2011 �EAASSnTWA "MEETAL SUPPLY, INC. WEEINA H VTM Accordion Shutter Systen KV. BLADE y1 W/ OR W/O KV. W bWW BUDS DRAWING No I 11-192 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR I) HV & Q HV♦ -BLADES AS APPLICABLE /- MALL FIRM. MAX, SHUTTER SPAN L+ QR — FOR INSTALLATIONS INTO WOOD WITH HV i�UQE J�QNLY -SHALL ( ( /~ TAPCON WITH ADVANCED A. S. Q. DESIGN RESSURE RATING FOR INSTALLATION WITH SLADE 1/4-0 IAPCOR ON DE LIMITED TO 105.0 psf. A.S.-D. DESIGN PRESSURE RATING, SEE §HEEI 19 FOR -MAX SEAN & (1) & 1A) WORKING IN UNISON thREADFOR.I TECHNOLOGY I//'P TMCON OR w/ 1 1/7' Wn P[NE�RATgN TAPCON VOWS ADVANCED Tr1HEA0FDRN TECHNOLOGY —i— \-/-_— fl.tEMED AREA 10 v/ 1 1/2' Alin. PENETRATION OF W. EADM AREA TO EIUSINC EXISTING MOOD READER. �- IF WOOD HCADCR. SEE SCHEDULE ON SHEET IS) 1 M"' sPnRAI1OR ' 1 OF �r i ( TO QASs (SEE / / 1 (SCE SCRLDuIE ON SRFtf 15) I � � \ \ I /�,,,, �� -• 1/A'A-20 ]/P S.S. MACHINE I— SO�IEP ON StL"cT 1 I /• ` V"l9' / SCREWS W/ 1/+'-20 Nuts I FOR IE t NA I rn 9m lu rw LMSTNG I Bt,.OFS M&Q�( GLASS --I n `sn 17,77" 1 IE11571MO MIN nN15N I OR 1 nu17E1t•NEOuIaEc 1 OR (1�/• LIJ1 —7 �I� � � waoa I ` EXISTNG I YpNWItr1 I 2 HEADER REDUIRED I 1 1�'o TAPCON OR TAPCOWITH ADVANCED N I 1-THREAOFORu TECHNOLOGY W/ 1 1/2- cus+--I ID a.�va f9L I I I I i 1I1 Min. PCNETRA1gN OF THREAOEa AREA 70 L. uDR DLaE ON 511E-7 _ �_ wN. SEPARAMIN TO CUSS 1 1� ` EIGSTING WOOD READER. II FOR BAN.IE (L A.Q'-- I I EXISHHO (SEE SCHEDULE ON SHEET I I) 1 y (SEE $CJIEAui OR SHUT 15) OI a.1 19 FO7 J OIASS--1 4A06 �IY XI i_H � TH' CONY. SILL. PLATE REG'D. ��HV WALL HEADER INSTA' vTlON ON WALL HEADER INSTALLATION - 1 CO cT(ISTInG _ _ _ 1 1 I� MIN: SCPANATION TO GLASS i -r--- -.- —_r-- I WN. SEPNNTLON 10 GLASS ) ) (SEE•SCHEDUE ONSircr 11) EXISTING ~( SCHLDU E ON SHEET 11) ' I EXIS11110 2'.+' C'Nf.y MIN, SEPANAr1an tc cuss -� OtASs� aUSS—� MOOD KATC LSEE 5UIC0.:Lt UN.SHLEI 11)�� I I i I REO'D.-. I 1 1/+'0-20.3/4' 1/1i-20A2/4- S.S. I MACHI & SCREWS 1 I •••MACKNE SCREWS W/ ,I I I USING 1/s'-20 NUTS I� ^ W'� - • • I/P-20 NUTS 'Y 12-A I O 12' DO. �'.,:.... 11 WOOD PLATE 1 I 1 I I IEO'D. 1 \ 1ON (9 I ,, �/ ` {I � l•1 II I/+'. FORIN ONTAPCOMADVANCED TNREADFORN TECHNOLOGY M/ I/7' 11 um. PENETRATION OF THREAnEO AREA INTO PLYWOOD J (SEE SCREWLE ON SWEET 15) UOSTINC YIN. 7'N' 1 MIN CDA PLYH000 REO'0. STUDS O 16' O.C. AWL. '-FXISTING MIN a-.i SIUOS O 16. OD. YA%, RCO'0. RILWO. PLYWOOD 10 BE ATTACHED TO STUDS IN 'LTY.(p00 f0 Bt +TTAQIEO f0 SNOS N ACCCfl0A11CI- ACCORDANCE WITH l SAWS SE.CnON-LdOi.Ot)EfC,,,,(.11,L,r••'��, ' )� V Vi AI I SII 1 161CTA1 I ATIAu 1 SECTIM 2308 OF THE FD.C. i 'M. � I//1'F UPCON OH APCON Wtni ACVAHCED I -SEE SHEET 4 FOR TYPICAL 1/2' YIN. CDX� TMREAOFOHY SECRND." SHUTTER ASSEMBLY. 'LYM000 REO'a W/ 1/2' Yin. PENEtRATION OF 2-MOUNTING SECTIONS CAN BE WALL FINI THREADED AREA INTO PLYWOOD COMONE0 IN ANY WAY TO (SEE SCHEDULE ON SHEET IS) SUIT ANY INSTALLATION. @ HV WALL ♦ 5FE Lwypnaa OF ut DF [Y.IDE l!/�' ON SHEET 9 iE : +Y/ STATE OF :.c� Z�_: IL ECo.MT:. T1WT TESTING h ENGINEERING COMPANY fl]S! KM. i Q. W. -X M WA900. 1,40" 171N PI— 1 (]05)971-15]0 . F..: (]0S)671-15]1 r ": MI.AoOoa.c ID-0006719 WALTER A TWIN L. 1., TE NOBSA U: j +4167 ` 4._'4-1' Yin. 11 - \ \ \ ^ I/+'fl fAPCON OR TAPCON YATRn/ ADVANCED I 11 HNOLOGY iNREAUFORM TEC1 1/2' �� CAM• . PLATE Yin, PENETRATION DF THREADED ANEJ1 TO INSTWG WOOD READER. I'D. • ` (SEE SCHEDULE ON SHEET 15) 1 �®HV MUL FINISH WALLWALL SI IC)h A, S S ,Aa American Shutter System Assoalatlon, Inc. 4268 Westrooas Drive West Palm Beach, FL 33407 CODE (Yon High Velocity Horricone Zo 02011 EASTERN META SUPPLY. INC. BERTHA H R ru Accordion Shutter System HV. BLADE y1 W/ OR W/O KV. WINXIN BLADE AWING No 11--192 �wAu rNIS11 rNFAW'NEhD WITH ADVANCtO M OF:Y 1ECNNOtLOGY 1 1/2• win. PE„ETNATION I+ W/ OF 1,,H ADED AREA TO EXISING WOOD HEADER. I . (SEE SC.UHILE ON SNECT 15) ►Fi ,'.a' (un.) EXISTING _. WOOD BEAN REWIRED. / SIRUCTURti ADEWACY 1/CA-20.3/i S.S. OF EwSTNG WOOD DEAM ,. pNILLIPS iRt155 -EAU SCRCYIS TO HE CERTMED BY RECISTFRED ENGIMEER OR - �- YACiUNE W/ 1/ wfs To SSHHUTTTIER INSTTALLATION. O.C. (0 �. O 12. D.C. / 1 DR 1 257' I/ TApCCN ax 'a, w" A .-CO THREADFORY TECHNOLOGY W/ 1 1/1• Min. PENETRATION / T ti T•' OF THREADED AREA TO EXISIINO WD00 NC SLEET 19) s \' \-OPTIGNAL I (SEE SCHEDULE ON _ EXISTING NN 7"d' I CxISIIH ---1 HEADER KfO'D YIt,. SEPARATION TO GLASS EXISTING GLA55 0� (SLE SMEDULi ON SHEEY It) GLASS—� 1 I I TO . ( _ — ro O t�fl 1 -StT SnIR ICA1 IYIKX YWnEA ASSWFAY 2-wuNnx6 sitvana cw Nc cOrm.EO In ANY LAY TO.�NI Ant ..atAOA1XW. I YN. SEPARATION TO C4A5S t'— (SEE SCHEDULE ON SHU' It)- -ALL I I I FIHISII/ 0A �1'W `,�j( 1'.a"CON' 1 y-5aL "LATE \\ NEQ'D. � MADE 11 FDA MADEI CxtSTW.G Oo A� is cuss\ I e,6am. f� ALTERHATC- ANCHOR ANOR CH ATION 1/4 © CI'_ Y P.. 1•.6" NW WOOD DECK REWIRED FINISH ALLOWED)ED) �� EDGE DF DECK IF APPLICADLE 1�— /.. tApcoN ON - I' MACH PS TRUSS HEAD TAPCON WITH ADvANCED Yk MACH SCREWS TMr7CADFORu iECNnoLOGY N/ 1/i-20 NUTS I/1"6 TAPCON IR TAPCON WITH ADVAHCED THREADFUFW W/ 1 1//2' u.n. PINCIMIION • 12' D.C. TECNNOLOCr W/ I 1/2" ID PENETE SM OF TaE� 15) `t OF fWl(AOEO AREA fD AREA TD DUSTING WOOD NEAp3i. (SEE ,Ct1EErv°—r — cxlsnNo WocD HEADER. � (SEE SO.EDULE ON %H1E� 15) sLE uulwwNs a' InE FON `J uv F) AOR INSTA e lVi HV WALL SILL INSTALL oTiQN n.oE RSA Dn sHFEr ,,, J 1/2- 53A.5. O e• O.C. I or © or 15 I I DpEN HOLE AT EACH) STUD I()ACCEPT 5/16's LAG SCREW AT CENTER Of FUSE. E OIASS I musAc D I 0 1 OR & I ISAr✓<5 m __-01 OR ®* J HEX WASHfA MEAD TER SCREWS O 12' ..� I LIE: 167 TIWT TESTING k ENGINEERING COMPANY i alga N.W. Tun, st. s SIX WWmtw QVZEN11 JU)" 33166 •. •• '� ; Pnme : (!0!)671Qa!atu_�a-c 5)e71-t571 `\ ' FCOREDP• ' m E6-000aTla L. P E. . ��' dN WALTER A. Tullr 0 2- NIN. I EDGE (IF APPUCAULE) �— LAISING WUUO _ TNu55E5 ON NAiIER o 24' O.C. REWIRED EXISTING SOFFIT INK. paa .1/e• CONT. KOY. FLOE ;Q4 I Ta ALLOY) W/ ])5/t6'. LAG SCRCWS l0 I or ©or © N RAFTER DN rwas. LACAIE LAO $CHI ' AT WOY,sOTN OF EXISOIIG MOOD Np rj (Z' Yin. NOW INAL WIDTH) W/ 2" Yi^• PENETRATION OF THREADED AREA. vALD a Ni&N ON% WITH TP.1 11A11. A.5.0. DESSPAIGN Idb AND )` 6'-0• RNA. N. THS "� INSTKLA11aN 6 L VALID 5PECIRC FOR WOOD W/ GRAVITY OF D.SD AS OOUGIAS ®� FOq U(HERN PINE Na I OR. I SEPARAi10N I I I(a+ESHEET Ln) I 1 I VT EQUAL - EXISTING ( 1 2'.6- MIN. WOUI GLASS--)j I I (�•j( REOuxiCD FNISFI ALLOWED) -EDGE 'ram OF DECK IFAPPuMuE . IAPCON OR TAPf.ON WA INREADPoRY TECHNOLOGY W/ 1 1/2' Min. P1DIETRATION OF THPEADEe AREA W EXISTING W000 HEADER. (SEE SCHEDULE ON SHEET 151 1 I..l WAl W A.S.S.A. American Shutter Systems Assoclatlon. Inc. 4268 westroads Drive West Palm Beach, FL 33407 .EDGE OF DECK IF APPLIUBIE �� CODE (Non Nigh Velocity Hurricone r FASTEFIN PETAL y)PPLY. INC TM Accordion Shutter System Kv. B cE fI w/ GN w/o -t wNDCaN B1" AWING No 11-192 y -END INSTALLATIONS (1) HV BLADE OR c1A WINDOW BLADE INTO 2"x4" MIN WOOD STUDS • AE°b. Wtl sI1M 7A u ro � tlYtw �{ ro I: \ \ •� I'hl oow t I / \ / \ V1 trust. .—d17ta 6u61 i'Y51u° Luis w I aawe lrt •.• '/]' •w cos - _ __ — _= ♦ .fr'- To WD ^a°c\ uQ I- :: nAwula _ n.nut ta11.31 O• 4TI rirt'V +Y ✓••.� �� /,C-•S• ( • •'+•:\ Hall 'n" Isu ta.uu d II rW LL/ ,V" `=•l:%• to aA•t C>i' ,/t' SM, CU `. ,I lot w.oc l%.•o ft� L'. t!i L_ �' ••'' ,u.ue _ .�i inn wi rn w1.00° g��mY .w�v RI i1fQ III r,os0,Y Q1 I I / I. O.C.os _ _,,,+ � lino-w r,on a ss.cw•r �• ca �• ' ro (1)oa (y 1j-lf-ri>•tn.ID•'i'Y.l3,• / �cw:.r`cna- ° °"� Loa tat rn ri,aY to 111/Ot6 �t-(►-iV- I�•49"CY- 'a oomw ic`nmIi'1 ro novae 4F•B-U• 19•ii-fD•CS- -(3. �• •tl •l "�b l%• d9 ®-(D•LfJ Cb• y'(D' (D-'i1'@I • io- lb -lb• di•IL'�•@• ;l�,C� , l')-J•;�, CC• C!U•t9J • 3+ _ woo stuns. (AS wR4P.ltj f— wAsy- i4 (f-a) ta-t9•o• @•T•-6- 4-0-6-U•t*- �•14.1)•t,)-6-01 d i4-aT•(ia-G) QI.Q.�. .Qy. (0 4-0 END CONNECTION DETAIL (7) END CONNECTION DETAIL'S ND CONNECTION DETAIL ND CONNECTION DETAIL So�� F (9 N°i iaa'o] ' �'�.. a� ••ocm .�:. I,rcal w.oa•a� t.°.. /�- •xs —} i L tcsn.c ow°-� I I ,i.tl • la• o: •/ , n' IYa , u ac •S.Ln.•ipu • 11' 6L ` GA.Y•W ,�„, /'- •--— \ � aAa W>: • sEE uw,(Anon5 of USE FON M .rA. w vu a fnr. lJ �++ _ II rtw woc m 1� BLADE `A) ON SHEET 19 a, art•. —t / dy HA - .-'✓^lY•V- '.- -WL iDr,Lr ]'..• W, •n°� , --ll,j 1 �•li'-l.%'lV-I!'-V'}'U'- p� �t,� v v s•l$'(j•1`Yf�fl•(4- srlasxc6•o. .x.- 44'•�'-lb.li,•(lJ.('•• �.aci7 (3•CrRi•lsvtyU• i9.iy,p•fyw,.Cr- J•Cf-il•i)-�9•l3 •O•(4-Cb•(L-V9•C9 DETAIL �( END CONDETAIL 0 END CONNECTION DETAIII C% FLORIDA BUILDING CODE Mon High Velocity H.,r6corle Zcne .I(t tct/•^�tA I��+-+ 4020111 EASTERN METAL SUPPLY, INC. Accordion Shutter System ... . KV. M" #1 W/ OR W/o Kv. WNM# MADE TlLL1T TESTING k ENGINEERING COMPANY ry. A of ,P7171N 6.iC uvAwY W: C. AIi1t71ICOfl $hU}tff Systems I OLD 11-063 . 11 29 11 n\te 11/79/11 .'•. STATf Df ' o- .,•• n.• �6a, st. %w Ma. hA .004. nowt 3t,65 AffoClotlon. Inc. Westroods 7 DRAWING No 1 1 12 •' F Q, • (t. \\\ •�\(,'••• �DRID •.•' �� Pam.: (505)071-15M . Fo.: (ws)471-1SL •--l: Mlewaa.wm Ea-00.7071a 4268 4Mve West POIM Beach, f L 33407 1 4 t\\ �Y:- tiTtfRE/DATE rER9 i H167L 5 SaEET TYP, EA. END NN(. 5 *,"DOSS ALLOWED Al IN AN I, GLADE Q.ti V SLE DID l CONNECTION •_ DETAILS ON SHEETS TO 6' T6 rYP. r "ULL HEIGHT. sW.4- -0 �3 A D 1 J�w> 2 2 L!� I l EAI5TIHG GLASS ELEVATION ---------- - - - - ----------- Sr"Lj:IWCAL CENIERYAIES a/Q(ORR�AND a/a ( NOTE AUUYL) WE SEPARATION 10 OAS Lai sofriAE a AfiT UA06 H I Ii7R BADE LL Aro on I E SI 2T FaR (D ............at!/�" 47 ry°zg'; TILLIT TESTING 8 ENGINEERING COMPANY a1?5 WM. 311ei St. iHw. ]0.5, vgGyy DAROrN3. R410OA MIN tIml C Ur Ph— : (305)571-15L1 Fa.: (305)671-1531 pAL1L11 A. OfLTLIr. P.E. FL08WA Lie E M167 1. LAX. ASD. DESIGN PRESSURE BATING: • I ID. - 110 2. M". SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G d N ON SHEETS 6. 1; AS WELL AS YDUNRNTS Y, 0. T. U Y 'W ON SHEETS 16 t 11. r1 [77J YU5'AUESINCLUDED( ONLY AT L "-�I.�5 5" OF 1 5. (A) µ1 V IAINDOW OLADE O SHALL ONLY ALLOW A LARWUL OF 5 OPENINGS (3'0 HOLES) FOR © PER MADE AT SPACINGS SHOWN ON SHEET ♦. (0) M. CLfAAAHc 109 ON UOITOY EDGE OF HV WY/00W-SLAOf AN OF Y 3'. HOLE FOR SRVaL UE 12'. '(CC„„� MADE4§ LINAGE CONING OUT FROM STARTERS AT ENDS WY HE HV (0) NII aWODW GLADE TO MUST UE USED ALTERNATE 10 A SOLID HV OLAOE(I) THROUGHOUT SHUTTER'S VDIH. (E) CE AFT VIES SHALE ALWAYS RE INSTALLED AD' NT TO A SOLID HV BLADE JtEITHER SIDE OF THE /Y (n POLYCAROGNArr NV WINDOW LTI SMALL BE INSTALLED SO R TAUS FACE THE NrERION OF THE OPO4NO OEM PRECTED. OTIN WWDOa YUSi (1E ONLY INSTALLED AND IDCRED USING A HV SETTING TOOL PI ASSA. INC. 6. SEE ANCHOR SPACWO SCHEDULL MIT OL5TAUAnONS INTO WOOD "VALE BUILDINGS ON SHEET 13. AS UWTED B1 SPAN AND DESIGN LOAD (5Ei NOTES I ■ 2 FDOvE) 1. SEE ANCHOR SPACING %"BLLL F064'INSTALLAIIONS IN10 POURED CONCRETE OR CONCRETE OLDEN WALL ON %HELTS 2 • 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 • 2 I1WK;. A WNWY SEPARATION TO GLASS SCHEDULE. PER AS1Y E-IBBB: WU+O 20NE .JNNILUY SEPARATION TO CLASS I THOU 3 1' 6.25, AH rrOalANr nHaOACIUAH nPuwoLI — n "TIT w A R(/ICY}COLno nw VN A.S.S.a. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hiah Velocity Hurricane Zone: TiEASTERN PETAL SUPPLY. INC. I RTWA�T. Accordion Shutter Syster H.V. ME N1 W/ 4(.W/0 FLV. w9m BLADE AWING No 11-192 r I � M^ 1/2•.10M,[„ VARIES, I INSTALLATIONS W/ HV BLADE & HV CENTERMATES 51, ... an.OL •0 2• NOA. �- Y'A `-`° SR`D YCiu_ STUDS AIa O.C. � 4Jb INTO METAL STUD WALLS IVC a a o.c.r 'To , <I o1 o u TI 1 T _s E !/.: a T/.•, D.JJS' :..cX wA.I W l -i4J coral :As WILL —CK C.E , ASiµ-A-aa3 GUOE w Y.n. c-aD 76 Fw.fr"[D / i0 SRUS +/ (]) b. i /•AI.1 rh ill iAIEF10P IIIEXILmf•..; OR C I FACE 'AS APPtPIIFABLE EXISTING f MIN. SEPARATION GLASS — TO GLASS ) (SEE SCHEDULE) E !(.'. I/1•. 0015' i C4 .- f c.,./ ,:"" tree:. TNw A L. a.nll, j 1-LXISINQ FINISH \ AS APPLCAR,E AitY A-•!J 1 i iCALVAN7CD fASFZNI:N[D TO SitAS M/ h) 0.1/2' TEA S[ Cttb 0. I C 4Je `WTEREON w IATLI.IDN FACE I �Q a• , 1 a a• oc .475• N a�IMIT�QNSANDCOND�ON��f�� FORFOR BER�(��13LADE000RDION MRR �EM INON TO MWA I i. MAX. A.S.D. DESIGN PRESSURE RATING: T75, - 75 (pso 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLYENTRMATE 2.1 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A S METRICAL LAYOUT. USE a (2)(A (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT TERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL hVF IS ALSO VALIO FOR CENTERMATE 21 APPLICATION WITH BLADE O • 1 1/7•. C.C35• 1.1" u Yr, AUA A-633 GRADE 40 - VARICS 0.G Ta a-TU SALA•, nTa 2• NOR. METAL SN05 AT le• J.C, PEl�in, .I MS WALL HEADER/SILL INSTALLATION L _ =A - --- C — — 7 ` —CI — — — C) r — T — LEASTWG GLASS j 43a :136 43c ' I MMETR'YCAL J C NIERMAT W/ -- -------------------------- I EXTERIOR ACCESS SIDE j j- ---a• fTYP.A ------- ----------------------------- ---- r aO iE- -I 9 L �35 1 /4'm NOMINAL ALUMINUM 6063-75 ALLOY SEPARATION TO GIASS SCH D 1 F H s.a00 Y0. L 4]c LENGM ♦ 1 1/47/4p-20X3' BOLT-20X3' BOLT MUST PENETRATE 43c 1- .vo• r mo• ,+ 1 T-- 1/4•P-20 T11RDADS 43 1 /4'0 ELCO CONSTRUCTION PRODUCTS FAR— OL K HO COMPONENTS —EXISTING FINISII AS APPLICABLE SCALE: 3/8•- 1• ( (IYP• TOP a: BOTTOM) 1 3/4'. a 1/4-9 0.035" THICK MITI. 1 - �C TM -653 GRADE 40 Wn.hO-6c CALVANIIED FASTENED TO STUDS MW. SE ARUION YAR1E5 W/ (2) #&1/2• TEK SCREWS ON JAR-11. TO GLASS 2• ' j I INTERIOR M ERTER7R. FACE (SEE S'hEOULE)...Ma, iwe MINIMUM WINO ZONE ASIM E-1998 EPARAGL/TIOSN I THRU 3 1. 4 4• y 21 21 :21 \ 3 (6• MIS.) I 24 1/2• (TYPJ 7 -- -7• a 1/2• MAX, SLACK -'kIM }jyg BLADE SLACK DETAIL HVF HYQ FLORIDA BUIL[ .�P A..r AI��lyl A;�GEN;R:_9 IM�-co, .�. A.:S.S.A■ '- NQ. Q1167 American Shutter $yet.. TIL TESTING & ENGINEERING COMPANY * A`•` X.r !•m. St. a.. +m. Enec••n aE.a[N>; «DIrAE .Ulm AD/OCICflon. Inc. PI.. : (306)871-1no . F,.: (3os)on-i5]l 4268 Westroads Drive i��,o''•F�ORIOP::�a`�A`A m•:wt.. cam West Palm .Beach. FL 33407 1111 NITER A DLLIT Y. Pi. P.C.' AAA e/DA.TE FLORIDA Lk. ..Ia7 A 0 LOCATED AT Q HV HEADER/SILL ENDS L VIEW Y SIDE CONNECTION TO TRACK CODE (Hon Nigh VcIacily Hurricane Zo 0 2011 EASTERN METAL SUPPLY. INC. �TM Accordion Shutter System H.V. BLADE yT W/ OR W/O KV. WIND& R" AWING No 11-192 1 L E C-O iN TILLIT TESTING G ENGINEERING COMPANY WALFER A. FILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: PRODUCT NAME: 11-1205.07 December 5, 2011 Hurricane Shutters Accordions Bertha H.V. Accordion Shutter System HV Blade 1 W/ or W/O HV Window Blade tilteco@aol.com FL P.E. License No. 44167 FL E.B. Liccnse No. 0006719 SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 I. PURPOSE OF EVALUATION: `Phis is a Product Evaluation Report -issued by Walter A. Tillie, Jr., P.E. (System ID # 1906) to the American Shutter Systems Association, Inc. (A.S.S.A.), based on,Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building, Commission. This product is being issued. an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2010 edition of the Florida Building Code; and to verify that the product is for the purpose intended at least equivalent to `that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2: EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.DJ.: ' Drawing No. 11-192, titled "BERTHA H.V. ACCORDION'S NUTTER' SYSTENI",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 11<4942.0j). This drawing is an integral part of this Evaluation Report. �1'��r� A. TI/�`" MnNop d d i S.Z 6355 NAV. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3d 7'ri-1530 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.11-1205.07 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 18M and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed .and sealed by William R. Mehner, P.E1 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report it 0317.02-06, dated 05123/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202_and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 'I ICM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # l OFM-718, dated June 22, 2010, and Report # 11 CM-233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E: Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section I609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per ,Section 1715.5.3 Test reports prepared by American Testing Lab of South Florida, report# 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatte P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per. sections 2601, 2602, 2607 and 2612 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015:1,'dated 12114/07, signed and sealed by Joseph Labora Doldan P.E. Testing for 'Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2612 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated IV14/07, signed and sealed by Joseph Labora Doldan P.E. Tensile test as per QC metallurgical Report # 8GN1-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E., as per ASTM E 8 Qualifications for Sabic Innovative Plastic Polycarbonate Tth' 'esin, r03.�.equivalent as per letter issued by Sabic, dated 7/17/08, addressed to\ m' CW4''Sf'Rly Inc. to approved # 9034 sheet grade with NOA# 08-0165.•''at(lioes%,�iri ' .: burning characteristics, weathering and structural (mechanical) ropgirie�s/ u z STD `E P'� j�f�! PRODUCT EVALUATION REPORT NO 11-1205 07 3 23. STRUCTURAL. ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as nmaxunum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, hie., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE DIPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting) And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WM LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet II of 20 of product Evaluation Document (P.E.D.), Drawing # 11-192 at detail "W, ' on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 11-192. Maximum shutter Span and anchor spacing for Window Blade IA shall be as indicated on sheet 19 of drawing #11-192. Accordion Shutter System with HV Blades 1 and IA has been verified for code compliance to work as a non -porous storm shutter assembly, as per section 3.3.2.7 od ASTM E 1996 Standard. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 11-192. Minimum separation to glass shall be as ' indicated can sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No11-192. Requiremcnts for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.I 1- 192. The FIV Blade Working in unison with Hv Blade IA, shall be performed strictly in accordance with limitations included on sheet 19 of drawing # 11-192. Minimum separation to glass shall be as indicated on sheet 19of drawin431"11�.2,,,�, 3� �`�--- � '•;r O PRODUCT EVALUATION REPORT NO. 11-1205.07 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.11-192. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 11-192. 7. LEV11TATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing. No. 1I- 192 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame structures, and Metal stud was.. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). +J.Vo•, f' +ENS'•'•: -a ST TE F �• �l0NA"0 040 1+1'''