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Home My WebLink AboutProduct Approval Co l=' -716) . 0Itis, Home Depot Contractor License Numbers: FL:EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642,22640, CAC 1818831, CCC1331113, CCC1331130 Salesperson Name and Registration Number: Paul Stahl : R-1-128533-13-00348 Home Improvement Agreement Home Depot U.S.A., Inc. ("Home Depot") or Service Provider named below will furnish, install and/or service the equipment listed below at the price, terms and conditions as outlined on this form. Customer Information: terry whyte Miami 10354863 First Name Last Name Branch Name Lead# 5363 Montego Circle FORT PIERCE FL _ 34949 Customer Address City State Zip (772) 559-1059 --7] F(561) 289-8712 Home Phone# Work Phone# Cell Phone# tpwhyte@gmaii.com Customer E-mail Address ' NOTICE OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT: 6500 NW 12TH AVE SUITE 110 FT.LAUDERDALE FL 33309 Address City State Zip or Email CustomerCancellationSouth@homedepot.com BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES A different CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENT(S) WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR PROFESSIONAL, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU. OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT HOME DEPOT'S EXPENSE. THE LAW REQUIRES THAT THE CONTRACTOR GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE SIGN BELOW TO ACKNOWLEDGE THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE-OF YOUR RIGHT TO CANCEL. Acknowledged by: X 09/21/2017 Customer's signature Date 1 Contract Price and Payment Schedule: Payment of the Contract Price is due upon completion unless a different payment schedule is specified in the State Supplement. 4733.00 Includes all applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges.* Minimum 10 %deposit$ 473.30 Due Immediately Remaining balance $ 4259.50 Due upon completion, Finance Charges *Any interest payments or other finance charges will be determined by;-P-ustomer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will ❑will not -1 be used to pay some or all of the total amount of sale. Description of Work to be Performed: Installation of Storm Protection A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date / Installation Schedule Approximate Start Date: 11/16/2017 Approximate Finish Date: 12/14/2017 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. By initialing this paragraph, I consent to receive only electronic records related to this transaction. tpw Initial Acceptance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or(b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and Conditions and State Supplement, if any. You further acknowledge receiving a complete copy of this Agreement,,Keep it.to protect your legal rights. 09/21/2017 Customer's Signature Date A> X CoSignerd{ir it cable) Date X 09/21/2017 k.r Sales Consultant's Signature— - Date License number(s) held by or on behalf of the Home Depot: 2 FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work Job#: (Intemal Reference) Products: Spec Sheet(s)M Project Amount ❑ Roofing Siding ❑ Windows Insulation 10354863 ❑ Gutters/Covers ❑ Entry Doors . Storm Prote. 10354863 $4733.00 ❑ Roofing Siding ❑ Windows Insulation ❑ Gutters/Covers ❑ Entry Doors ❑0 $ ❑ Roofing ❑ Siding LJ Windows ❑ Insulation $ ❑ Gutters/Covers ❑ Entry Doors ❑0 Roofing Siding Windows Insulation ❑ Gutters/Covers ❑ Entry Doors ❑0 $ - SubTotal $4733.00 Sales Tax $0.00 rot l Contract $4733.00 ount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: Warranty Name(s): 3 AHL 7726008099 P. 6PAUL ST Sep 22 2017 7: 05 . a o All 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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S r STORM PROTECTION PANELS,FABRIC,AND SHUTTERS SPECIFICATION SHEET SFBC SHEET#:-193 ]� �t/ DATE: I�� CUSTOMER: h/f.y T JOE,#: CONSULTANT: i•` t Finished Size of Barrier Extrusions i0 UI Total(UQ OR ~ W Square Fool Total Style Color Location Floor Width Inchec Height Inches SQFT Header Track LF SIII Track Build out Depth L-An le LF 2 2 a a v 1 ?.S' O M 4 �. O O 5 s Jy.r 6VIP . T ,R " 10 11 12 13 J 14 2 fL 15 f!1 ' 113 J Cr a_ SPECIAL CONSIDERATIONS: Spec Sheet Components: UI Total UI)/Square Foot Total(SQFT)-provide the UI for panels,Bahamas and colonial shutters.and SQFT for Accordions and Hurricane Fabric.Square footage Is calculated as finished width Inches x finished height Inches divided by 144 Inches _ Header Track-Add 6'to the finished width of the barrier for panels and shutters and 4"for fabric. SIII Track-Add 6°to Ute finished width of thu baniur for panels and shutters and 4'for fabric. O Build out depth -distance from the exterior wall of the house required to avoid obstacles. Keep a minumum of 3"of space between the glass of the window and'ihe Storm Protection. L-an le measurement-Add 3°to the height on the left and right side of the barrier.Matarial Is used to cap sides of the panels. O N I have re a I all t job s cl ation a and the Special Terms and Conditions. N N CUSTOMER SIGNATURE IL aI N 6:L.11 WIJ1°-Tlmlku'-M. A Wk -Cu -, THO-IM Florida Building Code Online Page 1 of 2 r . ME, 6A VIM ffilal 0 - am y5 {# Abilid.Depcnr1>?nt< BCIS Home ; Log In i User Registration x Hot Topics. Submit Surcharge Stats&Facts E Publications ; FBC Staff BCIS Site Map { Links Search i Busines Profiessirkaf'� l pal.Product Approval USER:Public User Regulation. Product Approval Menu>Product or Aoolication Search>Application List>Application Detail f FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfee ley@eastern metal.com Authorized Signature Bill Feeley I rodrig uez@eastern metal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.odf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgs9%2f/`2ftCOhpJQ... 7/10/2015 Florida Bbilding Code Online Page 2 of 2 I -Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ)Drawing#15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A. INC. drawing DRWG.15-081.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D". Max span is 12'-7"for 35 FL1850 R10 AE A'S.S A INC P.E.R DRWG.15-081.pdf psf positive ASD load and 13'-0"for 35 psf negative ASD Created by Independent Third Party: Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)- HVHZ-Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A. INC. DRWG.15-079.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max.span is 13'-2"for 30 FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.pdf psf positive ASD load w/o window blade, 16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule#1,sheet 12.And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12,25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 1 Only(HVHZ) -Drwg#15- (top and bottom)for storm protection 080 Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 11 A.S.S.A. INC. Drawing DRWG.15-080.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes eslgn Pressure. Evaluation Reports Other:Large missile level"D".Max.span is 16'-0"and FL1850 R10-AE—A.S.S.A. INC. P.E.R DRWG.15-OBO.pdf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party: Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0"for 110 psf.for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Baric Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1).Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 here. Product Approval Accepts: MeCCrI M dt`CitcIL"4I tAl[is, https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9`/`2f%2ftCOhpJQ... 7/10/2015 GENERAL NOTES: i_BERM H.Y,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT[VALUATION DOCUMENT(P.E.D.)HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) !� C� OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS DESIGN WIMP LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WAND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-DJIS,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHIFTS 11 THRU 15, 19&26. AREA 1: Hy BLADES C7$t QN IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL SC FIRST REDUCED TO A.S.D.DESIGN WAND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 IN ORDER TO VERIFY THAT ANCHORS ON THS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS k= USED IN THEIR ANALYSIS.BERnW SYSTEM COMPONENTS 21-37 SHEET 3 N.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 CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSE14BLY 38-44 SHEET 4 -HV BLADE(D J0214.01-03,JD715.01-03.X100+.01-05, 11214.01-05,{0317.02=06,80609.61-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS &51220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. (WHERE 2: HV BLADE 6?AND HY WINDOW BLADE t�A -W WINDOW BLADE 10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS ZD2 PROTOCOL. )-WHERE APPLICABLE) 2.tiV BLADE(DAND FTY WINDOW BLADE TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 d a ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19, INSTALLATION DETAILS A-F,CONCRETEfBtOCK SHEET 6 INSTALLATION DETAILS G-M,CONCRETE/BLUCK SHEET 7 3.BERTHA H.Y.ACCORDION PINS(11V SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND$ 101.75 RESPECTIVELY,410-HT MINIMUM CENTERMATE DETAILS NY SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL HE COATED WITH BERTHA FIV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVID COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHAD.SE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIFJ.D STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET TO FOR 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJ$I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksT MIN..YIELD STRENGTH AND 90 ksi MIN.TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 12 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411,3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 13 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE-CONCRETE BLOCK SHEET 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHORSPECIFICATIONS:HV BLADE(D 12.13,14,14.0,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE d&✓D WORKING IN UNISON: 12.13& 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA N.V.ACCORDION SHUITTER SYSTEM BEARS A US.PATENT 16'779,582.COMPONEERS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9.R SUALL BE THE RESPONSIBILITY_OF THE CONTRACTOR TD VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THAU FASTENING IN CONTINUOUS CONTACT-WITII THE BUILDING TO PREVENT WIMD/RAIN INTRUSION. AREA 3. HV WINDOW RI ADF A ONLY 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DUHPNG PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTTERS.MUST PROPERLY CLOSE ALL FN AND HO CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. , TYPICAL SHUTTER ELEVATION SHEET 19 111 11,SHUTTER MANUF'ACTURER'S LABII SMALL.BE LOCATED ON A READILY VISIBLE LOCATION.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIN BUILDING'CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 of THE FLORIDA BUILDING CODE _ _. ., _ (TEA 4. HV WINDOW BLADE n1 DISILY 12,BERTHA HV.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 APPUED TO, INSTALLATION DETAILS, METAL SND WALLS SHEET 20 13. (a)THIS P.E.D.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.E.D. (a)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,WED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION,SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a)THIS PXD.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. OTHIS DRAVANG BTAIN PERMITS IN SHALL ONLY BE STATE OF�TO RDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERM ENGINEER OR ARCHITECT W1110II WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIRLE FOR THE PROPER USE OF THE RE0.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW, (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,14��igiarrrrr High Voocit Hurricane Zone \\\I,OleV'� 0 2075 EASTERN METAL SVPPLY, INC. BERTHA HVTM tL E C O �N�. A.S.S.A. Accordion Shutter System ' H.V.MADE#1 W/OR W/O H.V. W1,10OW RADE � "?mac- J f" AmeLiCon Stter Systems REV.M. OE5CRtmoN DATE DRAWN B.. M.L. RINCOMPANY ha ' � � '+,royl TILIJT TESTING & ENGINEERING OM < Association, Inc. 1 OLA 11-193 W/10/19 635:KW.'J60,3L.9Ra 303,NR(�P.A Lam.FLGASiL 33Y3 4/10/1 DATE: Ph...t(305)971-1530.Fac:(303)871-1531 4265 West Roads Drive 2 t7tf� -op:lift-000l- West Palm Beach, FL 33407 3 DRAWING No r NAL"T4 ED-CM719 Mena: (800)432-2204 .FIX: (561)209-8380 4 15-080 WALTER A TILLR Jr.P.E F.E.SEALfSld"RE/DATE FLORIDA Uc.¢44167 8 _ SHEET 20 • -3*0 FOR MOM BLADE VARIES .09 6'7,}x. a v i 0.4 4' —._.�4 L__. Max. -.. • 0, I 4.371' 2 - 1 HV SQLID BLADE 4 375 Nv �HV 90'/180' STARTER �HV UNIVERSAL FLOATER COVERED UNDER US PATENT # 5458179 QUALIFIED bOR USE WJ QUALIFIED FOR USE WJ HV BLADE tO 04 W DIRECT MOUNT HV BLADE I 600S-T5 ALLOY AND TEMPER QUALIFIED FOR IJAE WJ HV 5063-TG ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 1, 6063-T6 ALLOY A O TEMPER ' 6063-T6 ALLOY AND TEMPER 3.228 1.00 ( 065' o 7 3.656' 'vv OYP.j n i 0" .670" N22A, •994• 67 .000` n 72 o e42 bo n n { NV ADJ. ADAPTER WjLIP 4�6' 12o N 7.37 o. z D.D7' QUALIFIED FOR USE WJ HV ( yyA —OVER 'TOCK 6�HV ADJ. FLOOR TRACK BLADE N QUALIFIED FOR USE W/ HV ( HV DRENCH TRACK +1-55'G063-Ts ALLOY AND TEMPER BLADE(�1 QUALIFIED FOR USE W HV � QUAIIFiEq FOR USE WJ HV 6063-T6 ALLOY ARD TEMPER BLADE 1 ONLY./ (i. MV RAINGUARD BLADE 6063-76 ALLOY AND TEMPER QUALJFIED FOR U,5E W HV 6063-Tfi ALLOY D TEMPER " VARIES / 1.938' i' 1.91 ' � BLADE 1 7 917, ax. •" 'VARIES 7.936 6063-T6 ALLOY A 0 TEMPER ow. 083' m_ .083' .083' ox. .1510' 093, .093'o to ev .XPi. .125' m .060' x' a 4 . w 060" .060'm - a rho. 670 1.666 0.2'14 V 670 3.5 q 5.529' 11 HV CEILING HEADER }yY HEADERZSILL ��( � AD f5! 3,52 Q UFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1(JONLY (� 6063=T6 ALLOf AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. SEE SECTIONS FOR VALIDITY. O O QUAUFIED FOR USE W HV 6063—T0 ALLOY AND-TEMPER 6063—T6 A).LOY AND TEMPER BLADE(D ONLY.J 6063—T6 ALLOY AND TEMPER MN.XMNYMNt COMPONENT A B T7 T2 X Y t 7" 1' A62' Q 2" 5'MAX. 1/8" 1/8' 2- 2- 3' J' 0.090' ® 2' .192 0.192' SIDE ANGLES QUALIFIED FOR USE WJ HV t1M G 2.5' 7'M!JC. 0.190" 0.790" (� CORNER POSTS BLADE 1O QUALIFIED FOR USE WJ HV QUAUFIED FOR USE W/ FIV 6063-TS ALLOY AND TEMPER BLADE t ONLY. 2' 5-MAX• D.139" 0.131" BLADE(i 063-T6 ALLOY AND TEMP 6063-T6 ALLOY AND TEMPER FLORI A HULDING CODE(High Velocity Hurricane Zone �1t1` -• /�• 0 2015 EASTERN METAL SUPPLY, INC. ' cEi�;�F'.'��►-: BERTHA HVTM �L,$■��'■A■ Accordion Shutter System H V.MADE#1 W/OR W/0 KV. WISWN MADE 2'S,T.:�ir * American Shutter Systems REY.Nu OESCRIPRON DATE DRAWN 13y. M.L. Rlt TILUT TESTING do ENGINEERING COMPANY �• 0373 N.W.766,.St,St..303.VIRGM GIRDERS.f1010di 33tat Associations Inc. i OLD 11-193 4/10/1 DATE 04/70/15 Ph-.: Jos an-is3o Fcx 4268 West Roads grive DRAWING No y7E�y ........... �}.... •-r�.Lv- ( ) (J05)071-1531 2 S�-st�f�`/A:'�:•�-�\�Y" a-m4E0t00067197-m Phone: (00)32 2204Pal ac Fax-33407 3(56 209-8380 4 1 -�$♦ n WALTER A TLlIf h.P.E P.E.'SEF&.jSIGNATURE/DATE FLORIDA U.,¢44167 5 SHEET e 2 OF 20 4.576' 4.6-60"b ,9Y9• .7 " '293' _ 1/4-20x/' 1/4''20 IE COST .745" MT FM T6 D HOUSIN EMAUM PAWM s.S.N.S, 8MW1/T191EADFD E.CAST A C" (a mm.) KUSH t74ueTs. 1JeJ o a O C" m {3 8 SWED pA1N1ED " 0 wRTURN xve. n 1 3 5• y .318 .2� O ....�{a BRASS CYUN ER mgrs Vs-NUM OME he 21 HY CENTERMATE %A1ED) S` 1.325 OUAUT'IED FOR USE W/ HV BLADE i(Jac 9 ONLY 2 V FLOATING CE , 6• HY LOCK - EGRESS LOCK 6053-T8 ALLOY AND TEMPER QU�ED FOR USE W/HV BL�1 & ONLY JA23875' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND T2 BLADE Cjj & ®ONLY. BLADE 1D& ONLY. 1UFIED FOR USE W/ HV BLADE01 ONLY 250"O.D. 2.874' 6063-T6 ALLOY AND TEMPER PIASRC HEAD o 1.756" .9 4.045" 2- MOtD�� 2.079" 1.53" n b pp). "P Y rt S5 .366'A FTER RIVETING G 'aQ " BEFORE RIVETING/ 1f4P^20 X 3j4 S : THUMBSCREW 11470-20 RIVNUT* L- q *SORES 9444 ALUMNUM(2024-T3 ALLOY)LARGE FLANGE THIN SHM KOSER,PART/0820,AS MWUFACNRm BY AVDEC PLAN FRORT EIEVAnON 1 HY MALE "T" L��K CENTERMATE _ 4686 CNEW TOTORN,PARSIPPENY,NEW JUSEY 07054 OR EQUAL 27 LOCKER FOR "T" LOCK CENTERMATE QUAURED FOR USE W/FIV BLADE tOONLY HV'FEMALE "T" LOCK CENTERMATE HY "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ 14V QUALIFIED FOR USE W/ HV BLADE 1DONLY QUALIFIED FOR USE W/ HV BLADE(7�ONLY W/).)y BLADE 1Q ONLY. BLADE 70 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ACLOY AND TEMPS 1.9 7 1.91T 5• v> 3.161 ". a _ a 2 TFIUMBRIRN a63" .214`1p .063 .052" in �NCDFRORR �m .214" .545" adv 0.875"Min. o C " R ' .4o m ^n �aa o t .125'Max. 31 L C G 0 0 ' QUALIFIED FOR USE W/ HV BLADE(g&& 1 QUALIFIED FOR USE W/ HV BLADE(!)& 1 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I-✓ HD CENTERMATE'S INSERTe QUALIFIED FOR USE W/ HV BLADE(g&& g) n o VARIESj20rs. 12"WIN. 1.130• 6063-TO ALLOY AND TEMPER 1/14� 3/6 -1sAS. .._ ttj2"( DER OR KEY t.57 Mtn. LYUNOER __ 1.78 Max.® R,,O�D,.� , 1/4.0AHD NOCKQUAUF(EDHV BLADE ) W 3/8"R)-1 F ACETA HV�4" 0-24 A►SI 304 BY REGENT HARDWARE MORTSE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,CC�� 6063-76 ALLOY AND TEMPER THUMBSCREWS E S S BSCR S QUALIFIED FOR USE W/ HV BLADE D& OA /.� Ga/INSTALLATION WILL REQUIRE A 7/16-HOLE QUALIFIED FOR USE W/ HV BLADE(3) QUALIFIED FOR USE W/ HV BLADE 1 D ILLED AT TRACKS FOR PROPER EMBEDMENT BUILDING Hi h Velocity Hurricane Zone !a!+{!I'�i•t' ,R A.lrj 4r, ©2015 EASTERN METAL SUPPLY, INC. �l`p3 ........... BERTHA HVTM A ' A Accordion Shutter System p. ■ ■ ■ w 1LV.RADE W/OR W/0 H V.WINDOW MADE 7 American Shutfer S stems RVIN. OESMMON OETE DRAWN Bl: :.p? TILLIT TESTING & ENGINEERING COMPANY Y M'L 8355 N.W.361,St,Ste.305,VIRGM GAROOJ5.f101ma9 3316 AssOCiation, Ind. 1 OU)I1-193 4/10/15 GATE: 04/10/15 ,r.•.-•�� ` Ph—,:(305)871-1530.Fox:(305)871-1531 4268 West Roads Drive S DRAWING No - fi • RIpA C011;Olte.9-1sam West Palm Beach, FL 33407 0 _ss �� t EB-MOS719 Phone: (800)432-2204 . Fax: (56t)209-8380, 4 15-080 / WALTER A YLUT Jr.P.E. Pi£ Gt�1 DATE FLORIDA U.1 44167 5 SHEET 6 3 0F 20 Contract Price and Payment Schedule: Payment of the Contract Price is due upon completion unless a different payment schedule is specified.in the State Supplement. 4733.00 Includes all applicable discounts, rebates, and , taxes. Contract Price $ Excludes finance charges.* Minimum 10 %deposit$ 473.30 Due Immediately Remaining balance $ 4259.50 - Due upon completion, Finance Charges *Any interest payments or other finance charges will be determined by�Gustomer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payment(s) made payable to The Home Depot. Insurance proceeds will ❑will not -1 be used to pay some or all of the total amount of sale. Description of Work to be Performed:, Installation of Storm Protection A more detailed description of the work to be performed is included in the section entitled Scope of Work which appears on page 3 of this Agreement. Anticipated Delivery Date / Installation Schedule Approximate Start Date: 11/16/2017 Approximate Finish Date: 12/14/2017 All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. Electronic Records Authorization: You are entitled to a paper copy of this Agreement if you choose.. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this agreement. By contacting your Service Provider, you may update your email address,withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. By initialing this paragraph, I consent to receive only electronic records related to this transaction. tpw Initial Acceptance and Authorization: By signing below, you authorize Home Depot to (a) arrange for Service Provider to perform Installation and/or(b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. (Service Provider's/permitting information may need to be provided to You later.) By signing, you acknowledge that you have read, understand, and accept this Agreement in its entirety, including the General Terms and Conditions and State Supplement, if any. You further acknowledge k receiving a complete copy of this Agreement;:Keep it to protect your legal rights. t09/21/2017 X _. � Al � -. a Customer's Signature , — Date X CoSigner,(if applicable) Date X - < � r, 109/21/2017 Sales Consultant's Signature`" `""'� Date License number(s) held by or on behalf of the Home Depot: 2 FL: EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130 License numbers are subject to change in accordance with local or state government processes. For the most current listing of license numbers held by or on behalf of the Home Depot, please visit www.homedepot.com/ licensenumbers. Scope of Work Job#: (Intemai Reference) Products: Spec Sheet(s)M Project Amount Roofing Siding ❑ Windows F1 Insulation 10354863 ❑ Gutters/Covers ❑ Entry Doors . Storm Prote. 10354863 $4733.00 ❑ Roofing ❑ Siding ❑ Windows ❑ Insulation ❑ Gutters/Covers ❑ Entry Doors ❑0 $ Roofing U Siding F1 Windows ❑ Insulation $ ❑ Gutters/Covers ❑ Entry Doors ❑0 Roofing Siding Windows Insulation ❑ Gutters/Covers ❑ Entry Doors ❑0 $ SubTotal $4733.00 Sales Tax $0.00 Total Contract $4733.00 Amount Warranty: The warranty on the work identified above is listed in the General Terms and Conditions, or if applicable, specified in the following documents: Warranty Name(s): 3 NOTES ON HY LDCKS AND CEN[ERMATES: �•®a I ��°n 1.MA('I7:IATORY CONDITION i1;ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE Oft OW 2 OF$HUTTEft SPAN FOR SPANS UP TO 105",AHD FOR INST T10NS AT ANY U �" ELEVATION.FA/L1OCK or 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR •�"�� TYP SH Sui'iEk(LIAn40N.20 x 1/2"LONG FLAT HEAD SS.M.S.LOCATION OF LOCK SHALT.BE AS INDICATED ON 2. �� F1Q96,CG.EWNI I All t^, 'TWO HV LOCKS OR OR ONE FIV LOCk OR W/TWO l:Ja+®a LOCKING RODS AT TOP do BOTTOM SHALL BE SED F ANY SPAN AND IN ALLA(Tl A7'ANY ELEVATION. HV LOCK @ OR®SHALL BE ATTACHED TO @'OR Q CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1_LOCATION OF LOCK LOCKS AS APPLICABLE SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. -+ r _ P TO TWO W LOCKS ORMAY IBEDUSED A-REDSEAN WSDE OR ER ROl1TSIDECLOCK.CONFIEOR FOR GTIO OF LOGKS1'O CURITY PURPOSES, UCENTERMATES IF � 9 OR SHALL.BE AS INDICATED ON NOTE (1)ABOVE I! 4o�0,hg""'�.— '� LOCA�ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. a = — � 4. 12 ISLAS W4= H K LOCA_ LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS�OR AN ALTERNATIVE DEVICE xoc-xvc s s I +y MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ® C7 5.MANDAXORY CON=Q8 its ONE HV LOCK®�®SHALL..BE USED AT CORNER CENTERMATES FOR ANY SPAN ks> DEg oil INSTALLATIONS AT ANY ELEVATION. HY LOCK or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED.TD n CORNER CEMTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP&BOTTOM$HALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHATTER ELEVATION. N7fc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. t 5 3; � ! 6 ALTERNATE TO MANDATORY p,0MON CA rFWTFRUATFS •ONE ALTERNATE KV LOCK MAY BE ED IN LIEU OF FW LOCK or FOR ANY SPAN AND Mg ' INST T10N5 AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN-INSIDE OR OUTSIDE LOCK.ATTACHMENT �1 OF 1/4'0-2Ox3/4`S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE'W/ 1/4"0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. 7.tMND.4TiJRY CONDDION 13 FOR KEYSTONE MOUNVh2 INSTAL A e• ONE HV LOCK®or®or @ SHALL BE SEE END J CONNECTION USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE Olt BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP DETAILS ON TO 06',AND FOR INSTALLATONS AT ANY ELEVATION. FIV LOCK®dr or MAY 9E USED AS AN INSIDE OR SHEETS 10& ++ OUTSIDE LOCK, ATTACHED TODO or @ SYMMETRICAL CENTERMATES W/(2)1/4'-20x 1/2' LONG FLAT HEAD S.S. FULL HEIGHT M.S. LOCATION OF LOCK SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY, CENTERMATF *N O ES ON HV -T" LOCKS AND CEIRTERMATEs: ^"T 0 *O3 r++ ' 1. ONE ALTERNATE W'T'LOCK®MAY BE INSTALLED IN LIEU OF NV LOCKSOR FOR ANY SPAN AND IO+�,•+/°A�+ (, -&(Dae --'} IF] ILLATION AT ANY ELEVATION.ALTERNATE LOCK� Y BE USED AS AN INSIDE OR 0 IDE LOCK.ATTACHMENT l'lt/}©� } •�� OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @ AND @ W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-200`S.S.M.S. INTO A 1/4'0x 5/8'RIVNLIT. LOCKTop MAY BE INSTALLED AT MID$PAN OR 12' ME AND RFI OW MIOSRANI USE OF TWO I QCKlHG_BQn_q ROTO)dv v �SJOan@}@ *NOTES ON HD LOCKS do CENTERMATES: 1. NO_LDCK_fU HID 15 ONE ALTERNATE HD LOCK MAYBE USED M LIEU OF TYPICAL l HV BLADE SHUTTER ELEVATION LTV LOCKS OR FOR AH1 SPAN AND INSTALIA7 ONS A ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF(iD LOCK 0T @ G Wj 3{8 x 3j8"F.H.SS.M.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB.AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MiDSPAH OR 11'MMMUM BELOW OR ABOVE MI05PAN.USE OF LOCfeNG RODS @'' tS ODMPLEMY OPTIONAL. 41 T11 HQR110A WILDING (High Verocity Hurricone ane Tt� �• ✓ 0 2015 EASTERN METAL SUPPLY, INC. Nsi BERTHA HVTM * tL E C d �N�. A. .$�,A� ACCOrdzan Shutter System l H.Y.13LACE#1 W/OR W10 FLY.NE=W SLICE American Shutter Systems REr.Nr DESCRIPTION DIRE Or0.NN or: mLDF " YILLIT TESTING & ENGINEERING COMPANY ?��''.•,F( (}P:' . e353 N.N.30M St,Stn 305,VRGM GIRO NS,n.ORZ 3316 Association, Inc. + OW 7 t-+93 a/ID/+ DATE- 04/10/15 4266 Wast Roads Drive DRAWING No ''^•.....• Phone;(305)571-1530.For (3e5)571-1531 2 _ o-md1:tateco®aoLwm West palm Beach, FL 33407 �J0 �1•�,•'� WALTER 0.RLLrr E8-000sPhone: (800)432-2204 . Fox; (561)209-8380 4 15-0$0 ��"�••rrfrrrr•' R Jr.P.E. P.E.SEAL/SIGNATURE/DATE EtORIDA LM.P 44+67 s SHEET e 5 OF 20 POURED CONCRETE POURED POURED OR CONCRETE BLACK CONCRETE CO,NCREIE REQUIRED 1/4'0-20x3/4'S.S. REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS SEE SCHEDULE ON (SEE SCHEDULES ON W///4'-28 (SEE SCHEDULE ON SHEET 13) SHEET 13) SHEETS 13& 14A) NUTS a 12'O.C. 1' 1. ----- 1 OFt Min. �-1/4"0-20x3/4"S.S. Min. ___ 1 OR 1$ E O MACHINE SCREWS 1 2' USING 1/4"-20 NUTS 1/ _ 19 J2- 0 12'O.C. - E.D.• .250'Max. (- 13 OR 15 13 15 .200'Max l I 1 j �\ r 1 Max. 1 i OPTIONAL i t li il-{ ) OPTIONAL OR SEPARA71ON TO GLASS SEE r MIN.SEPARATION 1 SCHEA/1E ON�N�T i j_ TO GLASS I OR If (SEE `(SEE SCHEDULE ON �T 1 EXISTING I ON 19-i`OR r j t MN.SEPAPATION —.1 SHEET 11) GLASS. ! BLADES 1�&(() I i TO GLASS I• 1 GLA55 i. �`—(SEE SCHEDULE 4N t k EGLISS—ti SHEET 11) I I l OA HV WALL WEADER INSTAL&e7InNC BY WALL HEADER INSTALLATION a HV WALL HEADER INSTALLATION EXISTING E10SONG it GtA55—'" MIN.SEPlAA7Kk1 GLASS--- MIN.SEPARATION I 10 GLASS(sEE --QOR @ i i 1 —� Exisrm TO GLASS . 1 1-!.O .E ON SHEET G1A55 (SEE SCHEDULE ON it FOR RACECt7ANLT MIN,SEPARATION SHEET 11) ON SHEET 19}`TORR i ,{ 70 GLASS I } BLADES 1("�& i I (SEE SCHEDULE ON i ) OP17ONAL SHEET 11} - - r I 1/4' D' t i1i i+I it 1l4'Max * Max. 1EETS OPTIONAL F - 'E.D.4r} ii 15D. l2"T/ 3 QRED Q 1/4'0-20x3/4'S.S. MinE EO PHILLIPS TRUSS HEAD 4' 20x3/4'S.S.PHILLIPSMACHINE SCREWS USING CONCRETE ANCHORS 1' if4'-2D NUTS d0 72'O.C. t--(SEE SCHEDULES ON SS HEAD MACHINE SCREWSEDULES ON Wf 7/4'-20 NUTS O 12'O.C. POURED CONCRETE Min. POURED CONCRETE SHEETS 13&14A)OR CONCRETE BLOCK ORCONCRETE BLOCK WALL REQUIRED (�) HV WALL SILL INSTALLATION iSEESCHEDULEoON REa'1REoHY WALL SILL INSTALLATION POURED CONCRETE 13& 14A) OR CONCRETE BLOCK WALL REQUIRED (K) HV WALL SILL INSTALLATION NOTE FOR COMSHEET 4 FOR PI SECTIONS, --- iNSTA_.LATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER 0 E.D.=EDGE DISTANCE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) SEE LIMITATIONS pF U5E FOR t/�� 2-MOUNTING SECT70NS CAN BE COMBINED MADE 0 ON SHEET 19 HT1. HV B LA D E IN ANY WAY TO SUR ANY INSTALLATION. T}, —_ Hi h VelocityHumcone Zone n '{ �` ®2015 EASTERN METAL SUPPLY, INC. `.�' S BERTHA HVTM . ,N�. A.S.S.A. Accordion Shutter System �TILFECo H.V.BLJOE#1 1Y/cR W/o RV.V,INDCNV BLADE American Shutter Systems REY.N. DESCRIPTION DATE DRAWN eY: N.L. I. TILLIT TESTING ENGINEERING COMPANY P �vdo J 6355 N.W.36th.St.Sto.305,VIRGINIA WAMS,FLORDA 33169 Association, Inc. i OLD 11-193 D4/10/15 DATE 04/10/15 '"• . Pb...:(305)871-1530.Fox o(305)971-15312 4268 West Roads Drive r` a-nxaT:tlTtecoOaoi.eom West Palm Beach, FL 33407 DRAWING No s$ION",,,,1' WALTERES-000671Jr.P.E. Phone: (800)432-2204 . Fox: (561)209-8380 A.TU4 15-080 P.E.��EhC/STIGNA7URE/DATE FLORIDA Ua.f 44167 5 - SHEET 6 6—OF 20 POURED CONCRETE ANCHORS I .. S SCHEDULE ON SHEET 13) I ��A�M5(��E 1 OR SOmEDIlE Q1 ." �* CONCRETE (SEE REQUIRED I I � _ .... .._ EDGE OF n fYTT 9.AJE t 1 I LAB IF S� ' ro awls y APPLICABLE D(ISTING I HMSUhtTA i v r(seC SN + i EAtt SII'NNixW I 1 M MASS GiJ1"SS�I I i+ +i \ EXLASF I i I-(5F.E ScRawl ON �AANNCH ++ ° - //tOx3f4'HEXGLU"�-I I \ I i s+EET til I t WASHER HEAD MIN. I iii I I i 9 I I i LOCAitON i i I IZSCREWS O 1 OR 13 15 i 3/6 . 12"D.C. " I I i ASS I III _ + 3/8 xa CONCRETE ANCHORS I + IXISTNG ©♦ 7 I /�-(SEE SCHEDULE ON i I tt I SHEET 13) $ 11 I,STING I I n III I E + EDGE of C.•��----I I+ EDGE OF I II _StAEI IF EDGE OF I APPLICABLE Tea sAAm" i APPLICABLE E X1(2 1 EDGE OF SLAB APPB i TO CLASS(SEE :Q. Q. STAB B APPLICABLE 1 safP45 ON APPLICABLE 'n,FOR scEx ioTiR ' 1 OR ®� ca�� POURED I- CONCRETE D. ftEQUtR€D D. .0. REQUIRED FLAT CCONCRETE ANCHORS CONCRETE ftAT HEAD CONCRETE ANCHORSS (SEE CH POUREDmULE ON SHEET 74) REQUIRED (SEE SCHEDULE ON SHEET 14) CC0 HV CEILING INSTALLATION (IHV WALK-OVER INSTALLATION. 11 TRENCH INSTALLATION AUD ONLY FOR UP TO+7o. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR,SPANS PER SCHEDULE 14.SHEET 11 'CONCRETE ANCHORS . I'-'fprr 9oPDUE EXISTING (SEE SCHEDULES O IXISTING S�eEr 111 CLAS S-•-� MIN.SEPARATION I I i SHEETS 14& 14A) TO GLASS GLASS p )`(SEE SCHEDULE ON i 11 1 ExiSNHG 1. ... IXO -r WX spwurw I II "'"T MIN. 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FJaSTINp NON SiRt1CTUFW. .0 OR CONCRETE BLOCK SHEETS 13& 14A) SEE NOTE 1 3(b) 2.00" MIN.S: WAll.DVA1(OECORADVE REQUIRED POURED CONCRETE ON SHEET i ,.7•1::• E:D. C' Sit!) OPTONM POURED EDGE OF (� V WAt FLOOR INSTALL TIO RE CONCRETE BLOCK '�,.MIM „p,ie' POURED CONOREM CONCRETE - SLAB IF Lj REQUIRED •�';::.'::• REQUIRED REQUIkED APPLICABLE L HV WALL WALK—OVER INSTALLATION HV ZINGUARD INSTALLATION t _ O d KEYSTONE M_OUN11" INSTALLATION NI�FOR COMBINATION a--?��CTTM�; �DIST- MAY Ai SS�BESSURr_•Mea,�2,Pel *E. �;; TMS INSTALLATION SHALL BE 1-SEE SHEET 4 FOR TY1'lCA1 SHUTTERREMOVABLE WHEN PERFORMED SEE UM,L�ATWNS OF USE FOR INSTALLATION DETAILS W f .HV BLADE ASSEMBLYN (SEADJACENT TO AN OPERABLE EXIT $LADE 7A ON 5T Is2-MOUMING SECTIONS CAN BE COMBINEDCEIN ANY WAY TO SUR Mil'iNSTAAtATIOM QA 81DINGHigh Velocity Hurricane Zone yyytE�4A•••".......•••.: 0 2015 EASTERN METAL.SUPPLY,INC. . SE .,�, BERTHA HVTM ` A.S.!S.A. iC p INS" Accordion Shutter System RAM W/OR W/0 H.Y.WINDOW 6tADE Z American Shutter Systems REV.N. DESCRIFTION DATE DRAWN ER: u.L, TICCIT TESTING & ENGINEERING COMPANY ` "}C••: Dµ �(" `` 6355 R.W.36th.St.,Stm Jab.ARCIMA GARDENS,FLORm 3wer Association, Inc. } OLD 11-103 4/10/: OAM£ 04110/SS Phone:(305)071-1530.F x;(305)87}-}S31 426$ West Roads Drive y ..= �'••........�•t•�y�, dl:V!tvo.V..Ixom West Palm Beach, Fl.33407 3 DRAWING NO �FLtSSIONP.• WALTER A.000 Jr,P.E Phone; (800)432-2204 . Fax: (561)209-$380 4 15-080 P.'SPtlj$¢9tATNtEjOATE FL.OR.DA UC.p 44167 5 SHE 6 7 0F 20 SEE END WALL Q ON SHEETS 19 & III ..{� SEE NOTES ON LOCKLNG RODS 3©,HV'LOCILS©w OUT RU IN I EXISTING GLASS INSTALLATIONS W.1 1 HV **ND ALTERNATE HV LOCK E)ON SHEET 5. j MADE SLACK WrAfl."W¢VAUD FOR ALL BLADE Wj HV CENTERMATES EE,JLM.A,a APPUCAnDN WITH BLADEo @3 at t�7 (Dan �R SEE END WCONNECTION EXISTING CLASS SHE v 2'xZ"z,/&-N-z- 3 1/4' 7- 61/2- 7x SEPARATION(�. /4'0 A SYMMETRYCAL ANGLE W/(2) TO C NCRETE ' 1/2• ort 0•® OPPOSING LNG ANCttORs TO eoNcllEtE ' Y� CENTERMATES /71TI)E , CENTERMATES {4��tOzT/P2�H.M7E0 ) i tP OY3�C.Fl711.LENGtiT. W/ HV LOCK o aF {c'�) Locy �.y, MINT"GLASS ON m * * (N 3 *v K 3��^ { ESHEET 11I)ON 35 5 0'12 vo- S > > HVB ouT HVC )o+o 0 @_6 9- 0 0 o o HVA o OR POURED CONCRETE OR 6 } w 6 I /—EXISTING GLASS } I CONCRETE BLOCK WALL ISRNG S 0 rISTI.NG SYMMETRICAL * 6 7 .p 6 7�g aR�+®ac(�*�DR�g IXiSTIN INo+� +�y� MIN.SEPARATION �✓ CENTERMATES 6D © Q o TO Cuss+ 8-1 . 8 w $ + oR (SEE SCHEDULE ON MIN, oa + 1 H><7LQ�� OPTIONAL ®+�$npQ+�pe tea+��( SHEET 12) ARATION o, (INTERfOR 0vCHEOULE OPnONALHEET'i,) (INTERIOR) ----- - --- ------- --LL--- j- ouT -�- t(-CONCRETE VAI S ANCH"Rs o 307 VARIES our 6 1/2-MAX.SLACK HYD OUT 'piTlL,�ip`--_ HVE HVF** C Q U Hi h VelocityHurricane Zone ,44�,�1P;•'=\GG �• C4h 2015 EASTERN METAL SUPPLY,INC. $' No441671a4 167 :.* BERTHA HVTM LTIL ECOw A Accordion Shutter System ■S■S■A■ H u RJAM g1 W/ w/o H v. vnN xnv etA�E TILLR TESTING k ENGINEERING COMPANY American Shutter Systems RICKH. DESCRIPTION DATE DRAWN BY: M.L. O� Association, Inc. 1 an 1_I93 04/10/11 DATE 04/10/15 e3S4 N.W.36$11.6L.Ste.306,YlRCMLt ri.•JL9aJs,FLOtS[M 33iet �QNAPhone:(305)071-1530.Fo::(305)871-1531 4268 W.St Roads Drive 2 ..•� e-mdt:teteco0aol.a.m Wast Palm 9each, FL 33407 3 DRAWING NO ........ EM-0906719 Phone: (800)432-2204 . Fax: (561)209-8380 4 15-D80 WADER A.TIUJT Jr.P.E. P.E.SE4/90NATURE/DATE FLOROA U.9 44157 5 SHEET a 8 OF 20 ALTERNATE INSTAL TIO W/HV "T" LOCK-& H MALE ZIFEMALE ."T" LOCKS CENTERMA _(_� & OC ERS 1TES 2 HV BLADE ;sEE END CONNECTION DEIAILS ON SHEEIS 10 & IR INSTALLATION (1) HV BLADE Eq] -v-Dlmnw Nqfl MAM 0 SVCMK 0 NnV,INDICATED 014 SHEET 0, WZ HD CENTERIVIATES AS WMI AS UNNUISAI,FLOARNO MAEODUAIL INDicAnaD m ms sl�Err,tuy uE trco wa"niis= INSIALLATION DEPA.HNt RILNVN INJHIS sl4rFr. SEE END WhSIL CONNECTION- 0 35, (-)J/2'_.IoiuEa JIW/4'S.M.S.0 Ir ----.----•--~--.--- 5 ————————————— - (op,.,&) I_————————————————————————————————————————————————�!i . I --- AT VxH o'Q FLU tme. F1 N__1 (4)N.V. IN 44 HIV. (4) V'HV "T" "s s(rm.) Is QAsS LOCK (INSIDE) _xn- 61 'AQ�—-—-—-—-—-—--- 4p 5 1 z( 5 3 OUT 3 oR@_j 2 1/4" 0-20 X 1 1/2" S.S.M.S. .3 W/ 7/8"0 x 3/32" WINGNUT. (uprouL)HI)B-HV10LITI HpC_w (OHV "T- LOCK (OUTSIDE) 31MMETEICAL.NO CENTERMATES SYMMETRICAL HD C-ENTERMATES @ wi • LOCK (EXTERIOR) W/ LOCK (INTERIOR) tsus"4"AMMINUU (= TJ AWY)w0c n.ANW SH NIRSEWPAR I 111 0620, AS UMWACrURW W AVDEL DMIRY TIEMRN•FAR�FVMNY.NOW XtSEY 07054 OR EQLIAL 3 SM 11016 ONR@W )A o Loca W swtr 5 UXhVIW nOMW 81-0=OVAIL—4M 6 tOx10 EOR ALL U.MmNeui of HOD-HVD FLOATINO'STACK FLOW A BUILDING A CODE(High VelocitX Hurricane Zone, a 2016 izwrtm METAL suppLy,INC. BERTHA HVTm Accordion Shutter System A.S.S.A. FLV. BtAM#1 W/OR W/O N.V. WNDOW RADE /VWOF American IL TILU TESTING ENGINEERING COMPANY Shutter Systems iiEXII, DESCRIPMR DATE DRAWN Of., U.L Association, Inc. I OLD 11-193 04/10/1& DATE 04/10/15 ZORVDI� MI,St,St..3=MPG^04RDENS,FIDRDA 3316f 4268 West Roads Drive PI.. (305)871-ISM.F—:(305)871-1531 2 DRAWING No Dltea*qv0.VM West Palm Beach, FL 33407 3 ED-0008719 Phone:(800)432-2204 . Fox; (361)209-5,380 —4 15-080 ...... WALTER A.TILUT J"P.E P.E.SEA./SGNVURE/DATE FLORIDA Uc 111 44 1 67 5 SHEET A- 8 9 OF 20 POURED CONCRETE OR AOR URED CONCRETE POURED CONCRETE OUREO CONCRETE CONCRETE BLOCK WALLF CONCRETE. OR CONCRETE OR CONCRETE REQUIRED CK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLAS_SEXISTING GLASS CONCR'TE ANCHOR EXISTING CLASS -) 2"MIN EXISTING CLASS O.C. i2" MIN. �`( } ON MASS(SEEMN.SEPNN710NEDILE ON SHEET MIN.SEPARATIONE EQ ATION TO MASS(SEE FAR BLADE O)AND TO MASS(SEE + MTO M. LASS(SEE SCHEDULE ON SHEET 1/16'x3"MAX. ON SHEET 19 FAR SO4EMLE ON SHEET t SOHDULE ONSHEET1I FOn BADE IDA1A E(ADES(T}$ A 11 FOR BADE([)AND I11 FOR MADE ._ ON SHEET 19 FAR (6063-TS) CONT. ON ' 19 FOR ON SMELT 19 M� (LOCATE A7 HADES(j)h P) ALUM,CLOSER / ` iLWF.S©$�1 1/?" 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(LOCATE AT ♦ • SIDE CONNECTIONQiHER SLOE OFQ) OR OR SEE DETAIL X FOR iOR TO TRACKS SIDE CONNCC71ON Ow® .®w SEE DETAIL X FO 4 6 r� 6.0.8 w,R1�0.�w TO TRACKS e,6• 7 w 8 w 0• .SIDE CONNECTION 10•�S wQ,�• " '®w S0°" w O �w ®•GwQ •�'"®•�"' TO TRACKS 1 •�w®.�w©.((+ 6.7 w s Q•O pwC7•p`�w 0.O.®w�.p.ryw s, O �•®w(:�•d�®•®w �.�w,,.®w®.®w �.�w�•6.��0 �w9 w Q�•®wQ•�w�•Q�w O ®w�•Q�w�'®w0 (�•� ®-®w�•4�aC�•Q�w�s w�•� d�a4�•+f�w(�•®w0 �•� END 0 ECTION DETAIL END CONNE TON DETAIL 1Z,1 END CONNECTION DETAIL END CONNECTION DETAIL POURED CONCRETE OR _ +E•REOD—ONLY FOR SPANS.GREATER THAN 12'-O• —_ ',/-1 EXISTING GLASS REQNCRETE UIRED BLOCK WALL /'- � NG �'`� 4. -7-'-•—T ___.__.. -�j,4_'+..,.SSI �J i ___ ____ _ MN.SEPAWON #1 1/2'S.M. MIN.SEPARATION TO CRASS(SEE R!// 0 16" C. TO OLASS(SLE I T_y -b_.-__—_ _--�-�'�'-- OR SC4EOtLE ON SHEET 5CIEAAE Al SFEET V 11 FOR BLADE QNlD CONG ETE 1/2"MIN, 11 FOR RADE DAN1 ------- -- ------- ON SHEET 19 FOR ANCHOR a ON SHEET 19 FOR ------'--'- . CONCRETE RAM(D&0 12"O.C. RAVES(() QORQOR�OR(f�ORI0 ANCHOR Q ----- _ D.C. ____ 1/2"MIN. _ '^ .. 2"MIN. EQORaORQ OR 2"MIN. ♦SEE I W ATIONS OF USE FOR FJ BLADE 10 ON SHEET 28 � Q OROR(9OR� VIEW Y oR $�' PLAN GRID U R (w �w�w©.C77wapwlo.®w DETAIL X POURED CONCRETE OR �w©.OwOw1O.�w 1�9t•�w�•�w�.©w END IINNSTALLA 10 CONCRETE BLOCK WALL REQUIREDt0+,?�••�•�wQ.1(yw t✓6l•Q7 •©w©•7�•�w © O ©w© O �w ®wC� Q�w®•ow V BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5 �w®,®w�.®wpwQ��„ 0 NECTION DETAIL OWORDA BUILDING CODEHi h VefOcjty Hurricone Zone 11t1 ©2015 EASTERN METAL SUPPLY, INC. � •' - ,__„_ i?�3°•rs7i3 ' sr BERTHA HVO 1N . Accordion Shutter System IL EC �A, PLV. aADE f1 w/CR w/o RV.WNDDW.ei.ADE TICCIT TESTING do ENGINEERING COMPANY American Shufler Systems REXH. OESCRIPNOK DATE DRAWN B., My I �F 6335 N.N.36K SE,Std Ms.V4RCNA tMWM,RPRIDA 33t Association, Inc. 1 oLD 11-ts3 s/Loh DATE a/10116 • 4268 West Roads Orive DRAWING No Pironc:(3O5X rn.11: 30.Fax:(305)871-1531 2 •••......... ti•, a-malt:wteco9wl.wm West Palm Beach, FT.33407 3 ''.ANAL EN��' •' WALTER -0A.00 719 P.E Phone: (800)432-2204 . Fax: (581)209-8380 4 15-"08O P.E.SE;'jSfE KA#t7R /bdT'E FLORIDA Lfc.j+4167 a SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE 12 aCEED4 MIM (1)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO Ca ASa REQUIREMENTS MAXIMUM SHUTTER SPAN OR "L—' (ft.) MAXIMUM SHUTTER SPAN* (IMUM SHUTTER SPAN*'L+' AXIMUM SHUTTER SPAN*-L+- GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING. FOR INSTALLATIONS W/ "Lt" OR "L—' (ft.) FOR R "L—" (ft.) INSTALLATIONS R 'L—" (ft.) INSTALLATIONS L_;MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION To ® ® SYMMEMCAL CENTERMATES NEGATIVE A.S.D.DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN AD or or W ONE INSTALLATIONS W/ G W/ W THE FIRST 30'-0'ELEVATION OF BUILDING CENTERMATES 1 & & W/ TWO FIV OR & W/ ONE HV LOCKS Z PR06MURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. HV LOCK or 2(� or 9 or HD LOCK W/ OR LOCKS OR 0 OR�W NO LOCKING () NO LOCKI ROD SS® 0 CENTERMATES% & ONE HV LOCK. OR / SPAN FOR WALL MOUNTINGS OR W ONE HV LOCK W TWO LOCKING RODS OR Q W/ NO OCKING TICKING RODS®TOP/SOTTO ODS FLOOR/cBUNc: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS / ® / INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, / ONE HV LOCK® OR® (VALID FOR MOUNTING Q RODS *(SEE NOTES t.1 B GIVEN, POSITIVE A.S.D. UM S PRESSOR • ®TOP & BOTTOM ♦(SEE NOTES t.1'6 ( R ♦ SEE NOTES t,'� SHEET 7) MEASURED AT BOTTOM OF SHIJiTFA IS 3-- CONCRETE&WOOD NOMA CONCRETE&WOOD LLU0MIR1 CONCRETE RATING,DETERMINE MAXIMUM SPAN'L+" Y Y CONCRETE&WOOD INSTALLATIONS O 1 W INSTALLATIONS O A&D' INSTALLATIONS O AS.O. INSTALLATIONSASA C�(VFN OM SCHEDULE. A.S.D.DESIGN DLQN eLSTciI Oma DESIGN PRESSURE RATING,DETERMINE MAXIMUM c FLOOR/CEIUNG M E WALL MOUNTINGS P "C njoOR/� MOU�NO SPAN •L_•FROM SCHEDULE. MINIMUM I)M SEPARATION TO CLASS SCHEDULE RAV.0 WALL MOUNTING MOUNTING (PdF.) (paL) BOOR/CETUNG MOUNTING (Part FLOOR ALL NWNRNC SHUTTER W/ONE LOCK WITHOUT I OCKIN (p..l.) FLOOR/CDUNC MOUNTINGS l+ (ft) L-(ft) L i (A) L-( L+ L-0)OR l+ (N l-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQU AJ 70 THE MINIMUM DETERMINED SPAN INSTALLATION INSTALLATION W/ 30 13'-2' I6'-0' 13'-2' 16'-0' 30 12'-3' 14'79" 30 13'-1'� 16'-0' 30 13'-2" 115'-0" BETWEEN"L+'AND-L-"l-".. SHUTTER SWMETRICAL OPPOSING 35 12'-8' 14'-10" 12'-8' 14'-10' 35 111-9"'--- 13'-9` 35 12'-7" 15'-7' 35 12'-8' 14'-10' SPAN CENTERMATES CENTERMATES 40 12'-Y 13'-10' 12'-3" 13'-10' 40 11'-4' 12'-9' 40 12'-2" 1V-2' 40 12'-3• 13'-10• (3)PROCEDURE TO DETERMINE MAXIMUM 105• SPAN FOR COMBINATIONS IN BETWEEN 45 11'-11" 13'-1' t1'-11' 1J'-1" 45 11'-1' 1Z'-O• 45 11'-9" 14'-3• 45 11'-11" 13'-1" 3 J/a'e 4 WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 50 11'-7' 12'-5' 11'-7" 12'-5' S0 t0'-9' 11'-5' 50 it'-a' t3'-7' S0 i1'-7' 212'-5". >105"TO MAX 3 7/8e4" 10'-11" 55 11'-3' 12'-11" 55 11'-2' 0' FOR A GIVEN POSITIVE&S.D.DESIGN ALLOWED 60 ti'-111-411-O11-4tp-J10'-5' '60 11'-O' 12'-4' 60 10'-2' 1" PRESSURE RATING: DETERMINE s USE 2 1/2'FOR HD LOCK SC�L OR IS'A+®. 65 - - 65 10'-0" 10'-0" 65 10'-9' 11'-11" 65 9-5 ' Lt+- MAX.SPAN FOR WALL MOUNTING USE INDICATED VALUESFOR Mj' �`70 10'-6' 10'-6' 10'-2" 10'-6' 70 9'-8" 9'-8" 70 10'-7'+ 1 I'-5' 70 8'-9 ' INSTALLATIONS. 1.2+� MAX.SPAN FOR FLOOR/CEILING uIAFMI Iu cFDeRATnN Tn CI ASC SCHEDULE75 10'-1" 10'-1' W-10" 10'-1" 75 9'-4' 9-4 75 10'-4" 11'-1' 75 - e MOUNTING INSTALLATIONS. 80 9'-10' 9'-9' 9'-7' 9'-10' 80 9'-0' 9'-0' 80 10'-0" 10'-9• SHUTTER"'r ONE LOC"& TWO LOCKING RODc OR 85 9'-6' 9'-6' 9'-3 9'-6• BS 8'-9' B'-9' 85 9'-9• 10'-5' rOR A GIVEN NEGATIVE A.S.D. DESIGN � WITI1( ONLY TWO LOCKS PRESSURE RATING: INSTALLATION W INSTAL ATION W 90 9'-J' 9'-J" 9'-0" 9'-3' 90 9'-6' 8'-6" 90 9'-5' 10'-1' DETERMINE, SHUTTER / / W-9' 8'-9' 9'.-O' 95 8'-3' W-3' 95 9'-2• W-10' Lt-= MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL OPPOSING 100 8'.-9' 8'-4' B'-6' 8'-9' 100 e'-1' 8'-1' 100 9'-O' 9'-7' INSTALLATIONS. RTES 105 8'-7• 7'-11' 8'-4' 8'-4' 105 7'-,1 l' 7'-11" 105 B'-9' 9'-4' M. MAX.SPAN FOR FLOOR/CEILING 105' 2 3/4' •' 3.3/16' ' MOUNTING INSTALLATIONS. LESS 110 8'-4' 7'-7" 8'-2' 7'-11" 110 7'-8' 7'-7' 110 8'-7' 9'-2' () MAXIMUM SHUTTER 115 8'-2' 7'-3" 8'-0' 7'-7' 115 7'-6" 7'-3' 115 8'-4' 8'-11' SPAN 'L+'OR"L-"FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQ ALLOWED 120 8'-0" 6'-11' 7'-10' 7'-4' 120 7'-4' 6'-11" 120 W-2' B'-9" INSTALLATIONS INTO WOOD TO,THE MINIMUM BETWEEN Z1+', Rz+', ALLOWED 125 7'-10• 6•-8" 7'-8" 7'-0' 125 7'-3• 6'-8" 125 W-0' 6'-5' ��;J SHALL BE LIMITED 70 105 'Lt 'AND'L2-" x• USE 2 15/16"FOR HV'T'LOCK®0 W/ 1J0 7'-8' W-5' 7'-0' 8'-9' IJO T-1' 6'-5' iJ0 7'-10' B'-1' Paf. DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL salt USE 4 1/8'FOR HV'T'LOCK W/®5 135 7'-7' 6'-2' 7'-4' W-6' 735 6'-11• 6'-2• 135 7'-9' 7'-9' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERMATES. AS.D. DESIGN PRESSURE RATING TO 140 7'-5' 5'-I 1' 7'-3' W-3' 140 6'-10' 5'-11' 140 7'-7' 7'-6' DETERMINE MAXIMUM ANCHOR SPACING. INsTAI I AnON I FOEND 145 7'-3" W-9" 7'-1' 6'-0• 145 W-8' S'-9" 145 7'-5' 7'-3' 150 7'-2' 5'-7" 7'-0' 5'_ICr ___150 6'-7' 5'-7' 150 7'-4' 7'-0' CONCRETE&MANSORr WOOD 155 7'-0' 5'-5' 6'-10' 5'-0' 155 13'-6" S'-5' 155 7'-2' 8'-9. t 'H•I/. CORNER CENTERMATE �3 MAY BE 160 6'-it' 5'-2" 6'-9" 5'-6' 160 6'-5' 5'-2" 160 7'-1' 6'-7' USED AT ALL MOUNTING INSTALLATIONS. LOCKING WAIL A, R, C. D, E, M.N'S&V. R. 165 6'-10" 5'-1" 6'-8' 5'-4' 165 6'-3' 5--1" 165 7'-0' 6'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F. K & L. 170 V_9" 4'-11' 6-7' 3-2' 170 8-2" 4'-11 170 V-11' 6'-2' MANDATORY CONDITION #2 NOTE/)5, SHEET 5. FLOOR/CEILING G. H, 1. 11 + J. T, U, W & X. 175 e'-7' 4'-9' 6'-5' 5'-0' 175 6'-1' 4'-9' 175 6'- 6'-0 9' ' MOUNTING 160 6'-6' a'-8' 6'-4' a'-1 D. 160 s'-o" 4'-e' 180 6'-a' 6'-0' tt EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR'L-'AND MAXIMUM A.S.D. + M. DESIGN PRESSURE RAIING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-6' 6'-3" 4'-9' 185 T-11' 4'-6' 185 6'-7' S'-8' BLOCK SWMl BE UMFTED AS FOLLOWS: 190 .6'-4' 4'-5" 6'-2' 4'-7' _ 190 5'-10" 4'-5' 190 1 6'-6" 5'-6• 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P..-f. O �"I v B LA D E 195 6'-J' 4'-Y 6'-1' 4'-6' 195 5'-9' 4'-3' 195 6'-5' S'-5' AND 8'-0' SPAN 1 200 6'-2' 4'-2" 6'-0' 4'-5' 200 5'-9" 4'-2 200 6'-4' S'-3' SEE MOUNTING 8M ON SHEET 7. 205 6'-0' 4'-1' B'-0" 4'-3' 1 205 1 5-8' 4'-111 / P 1 '-3" W-1" R IA BUILDING COp xi h Velocity. urricane ZOnB 1 8 2015 EASTERN METAL SUPPLY, INC. : c4n; BERTHA HVTM IL ECO 7N(:. A.S.S.A. Accordion Shutter System H V. BLADE#1 W/OR W/0 FEV.WiHIxrW BADE American Shutter Systems REY.N. DESCRuna DATE DRAWN Dr: M.L p _ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-193 4/10/I DATE: 04/10/15 Q : 6305 N.W.Jath.SL,Ste.30.1,VIRGIMC GYADIS.FLORIDA 3316 Z .t�•'•. 4268 West Rdada Driva a _ Pno11e:(305)871-1530.FO::(3o5)e71-1531 DRAWING No _ m 1:Otero®a.I.com West Palm Beach, FL 33407 3 EB-0008719 Phone: (800)432-2204. Fa.: (561)209-8380 4 15-080 WALTER n TILUT a�.P.E. s SHEEP P.E.SEACJ$GRAfORE/DATE FLORIDA U`•d 44167 e 1 OF 20 :r .•• r i •q• •: Ila. _ ...___-_ _ :r .•' ':hMI .7 :111 •a :r• •• h•:1:�'•ra : ,.• JI: 11' •.L •• :al •7: :1l�!.'� -.m Q f 1 Q aa- • O • • •r •r O .cr O Q ` ra- MOKIWOMEMEMEME300MOMmommm�ia��oc+m►�m� mmommo�a� ooiomm� � M. mM"U"11uoInmm0000vmmaa��ou��moovoo ®mooa000n00000 mmQ7�000O0mm D mmm000O00mfi700000iL1m¢100000��000�0� �m10110 M ommmovnoommmv0000mmmo oommmonv®0000000®o mmm000®a al>m�ADODO mm0000m oo1nm0��oo wmm�D000 On000ME© 0m011111" mmnonoommmv0000mmm00000mmmooiovon000000® mrnmmmm000moomoeaC®lIMmm3onoo=as mmmo �B9mEoommvo ®®��i�ooaFam mmmonooa mmmoonom mmmn0000 mm00000 0mmovmoeILE! mo 0mm00m©f9mmm000®O0mm00000Vlmmm0av0m11HIMMM ME mm0�DE7if0a!f©000000mm�DOOm®�M "I"I �r7HAMMO10OVOO��O®m mm0vo©mommmvu000mmm0000mmmmov000mMmoosa000noonomo �mmmnovoommmoom©ommmoonoo®mo®0000mmomm000nonmm000 mmQ70®000mmm0oo�o0mmlFa[10ilO��mlm00v0EmmOm0v000O�m©®D mmmmm�oommmoovoommmov000m m000caommmmv000 . KulM"©o0 mmmom©om®mmoomAommmoovooa�w000000mmommvv0000mmmoo �mm0®000eammmv0000mmmosamom1a01310m oodommolv0000000mo©� a mmmo©000 mmmov000 mmmv0000 mmm00000 mmmmm000 0000 z mmmmm000 mmmom000 mmm00000®m000000oo mmm©aove oomoo®am � •• a iLlmm0000� ®�0®IgOO82m00�vOi� " mmmmmlmmmmmn0m®moo©©®omoEoa000vor0oooa11ooeormmmmmmmmmmonoo©v®©000 000�v000m®�mmmmmmoov000voooooo��®om��o�®a®®o®o�o®dogv �0000 0®®®D"mMooO000a00000000mO Mal mm mm0000000mmm oopoopo 0m® EoMMH M39EIS UZI0000o0 ®mAma000a�mmveeeommm00000mm000000 mmm000�ommm0000Ammmvv000mm000voomm�®®®®®��om®000 ® ®©0000v�mmoo®oo�mm000vo�mooeevo�m®0000000®m0000 mm000ia0000 o�mmmmv000v0000000m®mmp00000mv®000v� oomoooDO©00000mmvo01ppM== 00000mn00000moaoo11111momooE mm�a000voa�®olol:aovomm000000vvoo�o�oom®00000EH�©00000 0 • � • � • � ayvoA0000 mm000000 mmo�v000 moo m®v00000mm000000mm00000om©000moomMMM ov000v ®�ovo��oo�000000o�000voAom�0000l��00000000®©00000 �• Lv0Av00o®�pppppppQ�ppMMMMUMMMM an"genes ammmmalem m000000am0000000mooQa000�0000000m�000000nomoA�oe - 0 • • • n• a American Shutter Systems • Association, Inc. e-mail:kiftecovael."m Weak Palm Beach, FL 33407 WALTER A. nLLfr Jn P.E. SHEET FLOROA UC. "167 © DRAWING No = ED-0006719 Ph.ne: (800)432-2204 F--: (561)209-8380 15-080 ' -� • r SPACING NJ SCHEDULE FOR A GM *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFS UMNONS,E,C,&N ON 5kE , R h I.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED WNLTET£ ODNCRET£:(Min.re-3 k99 MAmm @WALL SILL MOUNTING G@CEIUNG MOUNTING @FLOOR MOUNTING � � ,)� 1 4'9 TAPOON WITH ARCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.('Mio, rc-3 w) SFANAS,R DLSIGN NDGNI7V£1.1140 Psi A4,D.0610N NEGATIVE i.DfD pcf ASD. NEGATIVE LOAD ps NTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.i'c-3 1.0 30140160175190 Y20 160 205 & ). SI 75 80 120 160 f) A 40 W 90 120 160 205 TAPCON WITH ADVANCED - ij4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.rc=2 k93) iHREADFORM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY i+ )Z 70 9 8 8 6 55 14 i2 10 9 8 e B e 14 12 9 8 8 s 6 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTH THE ANF321CAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0'#�4 - - - - - - - - - - - 14 12 10 9 8 8 6 6 - (Min.re-3 k4Q DR LEM 0 9 8 8 0 0 14 11110 9 6 8 8 6 14 12 10 9 8 8 6' 5 BLUE TAP W CAP NOTES: 0 9 8 0 6 7 14 12 10 9 8 8 8 8 14 12 10 9 a 8 6 B TAPPER{: A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON Writ ADVANCED TiHREADFTRM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS 15 0 @ 8 7 8.6 35 74 12110 9 8 8 8 8 14 12 10 9 8 8 6 5 1 3/4',AND FOR 13WE TAP W1 CAP ANCHORS IS 1 1/2'. 4'-0" - - - - - - 14 12 10 8 a 8 6 5.5 A2)MINIMUM EMBEDMENT OF t / 0 9 8 6 0 4 14 12 10 9 8 8 6 4,5 14 12 10 9 8 5 4 35 /4.0 x 3 4'1V.1.POINTS$DUD-SET ANCHORS SHALL BE 7j8'INTO THE POURED CONCRETE NO EMBEDMENT 9 8 8 6 45 14 12 10 9 8 8 8 6.5 14 12 ID a 8 8 6 4.5 -} INTO STUCCO.SHALL 13C PEtMBTED, 1/4"8-20 S.S.MACHINE SCREW USED SHAD.BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 0 9 7S 5.5 35, - 14 12 10 9 8 8 e 5 14 12 10 9 8 7 55 4. •�LIMi�jATi0N5 OF ti19 inti t'MINIMUM FOR WALLS WITH NO STUCCO. - - _ _ - _ _ _ _ 14 12 10 9 8 8 6 45 BLADE ALT t9 .._II 5-04 B 8 7 4 - i< 12 10 9 8 65 9 35 14 i ip 8 6.S 5 7.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON 714E EXISTING WALL OR FLOOR. 9 8 75 4.6 - 14 12 14 9 8 6 5 4.5 14 12 t4 9 . 0 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FMISMES.ANCHORAGE SHALL BE AS INDICATED ON is 12 D.6 75 65 4.5 . - 14 t2 10 9 8 T5 55 { t4 12 t0 9 8 0 4,5 35 NOTES At)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDINC OR ELF'S WITH OR WITHOUT MELD.STIES CONSULT THIS ENGINEER.FOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INSTALLATION IWO EFS WITH METAL STUDS SEE SHEET 28A 6'-0" 14 22 10 9 75 Cas 3 - 14 12 10 &S 7 55 4 3 14 12 8 5 55 4S J5 14 12 10 B 0 6 - - 14 12 10 9 8 85 5 .75 14 12 10 85 8 5 4 - (B) 4*EXISTING CONCRETE BLOCK.(ASTM C-HO) - I j4.9 TAPCON WITH ADVANCED THRFADFBRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUTtDEX. 14 12 8 65 Sb 3 - - 14 12 10 9 8 65 45 35 14 12 10 B 7 S 35 ALL POINTS- I/4'p x 3/4'APOINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7_0• - - - _ - 14 12 10 9 TO 5.5 4 3 - 1/oro BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 t2 IO 8 05 4 - - 14. 12 9 7.5 a 45 35 1- 14 163 7, 5.5 45 3.5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECKTY 1412 10 SS 7 4 - - 14 12 10 9 75 55 4 - 14 12 @ 7 75 4.5 _ COMPANY OR ANY OTHER APPA04D LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5.5 4S + - 14 12. 1q 9 7.5 65 4 - 14 12 1 4 1 7 1 8 45 3 8'-0' - _ .. - - :: - _ - _ _ - _ - _ 14 12 10 1 8 10,5 5 35 - NOTES: 14 t2 8.8 7 S 3 - - 14 12 a 65 5.5 1 4 3 12.5 8,58 5 4 3 - 8.1)MINIMUM EMBEDMENT IWO CONCRETE BL.OM OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 9.5 ZS e - 14 12 9,5 a 0.5 9 - to 12 0 8 B.S 4 ADVANCED THRFAOFORM TECHNOLOGY ANCHORS IS 1S , L3_9.5 6.3 S 3.3 - - - 14 72 10 8 83 5 - - 14 12 8 6.6 5 4 - - y�• - - - - - - - - - - - - - - 14 12 65-7_1_5 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4*0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO'WE CONCRETE BLOCK.NO 14 11.5 7.3 8 { - - 14 it 7 55 5 3.5 - - 'T t 8 5.5 45 3S - _ _ EUBEDMEM'INTO STUCCO SFW1 BE PERMITTED, 1/4"9-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - 14 12 8.5 7 35 4 - 14 105 7 5.5 0 4,S - _ EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.6 &6 6.6 4 - - - 14 12 9 7 8 45 - - 14 it 7 5.5 45 &S - - 8.3)IN DISE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 10'-O' - - - - - - - - 14 12 8 8 3 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWVi BE AS INDICATED ON 14 10.5 7 5 3S - - - 73 95 65 s 4 3 - - l0 75 5 a 3 - - - NOTES B.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT META.'SIUDS CONSULT THIS ENGINEER T47 it T.5 55 - - - f4 ifs 4 8 5 4 - 2.5 9S 8 5 4 4 - - FOR INSTALLAT3ON INTO EFS WITH METAL STUDS SEE SHEET 2BA. 0.5 8 3 - 14 12 8 6.5 55 4 77 13 10 63 5 4 3 - - - - - - - - 14 10.51 7 15.514,513.5 - - (C) ANCHORS SHALL BE INSTALLEDFOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 12.59.5 S - i2N. 9 B a.6 4 3 9 7 4.613.5 3 N 10 7 - - - - - 105 7 55 4.5 - - - 15 85 SS 43 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E0.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - 14 1 t.5 7.5 6 5 - - 12 8 8 45 4 12'-0' _ - - - - - - - - - - i3 to 65 5 4 - - - EDGE DISTANCE VERSUS RACING SCHEDULE FOR AZ(HG OR& IS 8.5 45 - - - - - 11 8 55 4 3.5 - - - 8 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE 1NWATEDr REDUCE JS 9.5 6 - - - 13 HS &6 S 4 - - - 0.5 8 5 4 - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 55 4.5 - - It 8.5 5.6 4.5 3.5 - RE6110E0 SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - _ - - - _ - - _ _ - - _ 12 9 6 4.5 4 _ _ _ FACTOR OS 8 - - - - - 10 7S 5 4 3 - - 7.5 55 4 3 - - - PI /4 N W/ADVANCED TRgEApFpiry.7ECJ1 TAPPER + z5 6.5 - - - - - tz 9 6 45 4 - 9.5 7 s 4 - _ - _ POINT SODA SET BLUE TAP W/CAP 8 e - - - 13 95 6.5 5 - - - O5 75 5 4 - - - - V fl OR MtN.SPACING MIN.SPACING _ - 11 &S 55 4.5 - _ 3' 4 MIN.SPACING m 3 1/2' MIN.SPACMC 3' 3 314' 4" 14'-O" 10 75 -^ - - 9 T 4.6 35 - - - 7 5 3.3 J - - - POL48D CA STE CONC ETE HDC( POURED CONCRETE& POURED CONCRETE& ppm lE OTCJ£lE HOCK15 6 - - - 11 B 5.6 45 - - - e .65 45 - - - - MR EA a 3 11Y MR ED,e2//2' CONCRETE 9t.IXM CONCRETEMN FAA•J i/2' A/K ER-2 tQ MT F:0.e31 ARL E0.=3'7S - - - - _ ti. 9 e - - - 95 7 45 - - - - �di= WORKING 0.90 i.D D.?8 T.0 0.64 1,0 15-0 - - e 5 - - - - - o.Bt i.G - as7 1.0 9 - - - - 8.6 &6 4. - - - - 65 5 3 - _ ITN UNISON _ _ 10 - - 0.5 8 5 - - 8.5 6 4 - - - O.T7 OSt7 _ _ 15 85 5. - _ _ _ 9 4b _ _ _ _ - - - 0.4316'-0" - - _ _ _ _ _ _ _ _ _ _ _ _ io T5 s - _ _ _ _ 0.35 0 B B 4 5 4.5 J 85 - - - - 7 s - - - = e' '6 4 - - - {_Q High Velocity NurTicane Zone C4 2013 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.,S,S.AIr Accordion Shutter System * TLV_ BADE#1 W/OR W/O H.V. WIDOW BLADE / `�: American Shuffar Systems REV.NA DESCRIPTION DATE DRAWN BY: M.L o STAIE OF Qt TILLIT TESTING k ENGINEERING COMPANY �,, AC• ,��W 4r 6355 N.W.30m St.Ste.305.WRGINA GARDEN',HaM1.14 331 4268 est oad Inc. 1 OTD 11-193 4/10/1 DATE; 44/10/13 •(�+A.��1 4268 West ROOdS Drive 2 -�'1T Phone:(3051971-1330,Fax:(309)871-1577 DRAWING NO t e-nwl1:t81eco9ad.c9m West Palm Beach, FL 33407 y 'S- 8� S%AL 00 ED-°006719 Phone: (800)432-2204 . Fox: (56})209-8380 4 (TTI WALTER A TILLUT 1,P.E. P.E sM?3Lr t7RE/DATE FlOROA lie,g 44167 8 SHEET' 20 uexI ANr.�HOR_!�PAING (10)SMIED4 QR LvFN MAX SHUTTER SPAN,&S D DESIGN NEGATIVE LOAD AND A GORRESPOh{(}JN,^7�1'QUhR1NG TYPE FOR CONCRETE INSTAL t ATiONS (SEE MOUNTENOS t,J.K 4:L ON SHEET 7) 1 WALK ovEn A t TRENCH POURED CONCREIE ANCHORS CHORS SPACING LEGEND QRAINGUARO MOUNDNGIQWALL/FLOOR MOUNTING ©WALL/WALK OVER MOU G (ft) S.D.DESIGN NEGATIVE LOAD (p6f) as.o.OESK.14 NEG47NE LOAD TAPCON Willi ADVANCED (R) (pst) AS.40160 NEGATIVE LOM (psq As.D.DESICN NEGATIVE THREADFORM TECHNOLOGY 30 i0 80 7519011201160 los 30 40 60 7519 120 160 205 30 40 s0 T5 90 120 160 703 30 40 a0 751901601160 los 14 / 10 B 8 II @ 6 12 12 12 12 12 S 8$ 5.5 ] 7 7 7 7 7 7 Ss s 5 s s s 5 s ALL POINTS 50L10-SET 12 B b e 6 6 12 12 12 12 12 12 9,5 7 7 7 7 7 7 7 7 7 s 8 5 s s 5 5 9 BLUE TAP R IfSS ib. 72 1 9 8 8 6 8 12 12 tx 12 OS 8 8 4.5 7 7 7 7 7 7 7 8.5 5 5 5 5 S 5 5 TAPPEF2+ 14 12 10 6 B B 6 12 12 12 12 12 10 7$ 8 7 7 7 7 7 7 7 7 5 5 3 5 5 6 5 5 14 12 10 918 8 a 8 12 f2 f7 12 7S e,a.55 5 7 7 7 7 7 7 5.5 4 5 3 5 S 5 5 4 14 12 10 B B @ 6 12 12 12 12 12 9.5 7 SS 7 7 7 7 7-7- 7 7 5 5 3 6 5 S 5 24 12 itl 9 8 @ D @ iZ 12 to 8$ 8 8 4.5 3.8 7 7 7 7 7 7 6S 5 6 5 5 is 3 5 5 14 12 10 9 9 kIS @ 12 12 t2 72 10 7.S 55 4 7 7 7 7 7 7 T 5S 5 5 5 5 5 5 S 5 14 12 10 8 8 0 8 12 12 12 it 8 7 4 4 7 7 7 7 7 58 4 J 5 5 5 5 g 4 J 5._d« 14 12 10 9 @ 8 8 12 12 12 12110 7.5 5.5 4 7 7 7 T 7 7 7 T S 5 5 5 5 5 S 5 14 12 10 9 6 8 8 12 12 9.3 7.5 6 4S 3.5 - 7 7 7 7 7 7 5 S .5 n S 5 5 5 5 4 14 SZ t0 9 8 B 6 12 i2 12 9.5 8 6 4$ - 7 7 7 7 7 7 5 4 8 5 3 5 5 5 5 4 * SEE ANCHOR 14 12 Ia @ e 8 6 a iz 14 9 7S 5.5 4 3 7 7 7 7 7 4S ,S _ 5 S b S 6 4,5 3.5 - SPECIFICATIONS 6,_0. 14 12 10 9 8 8 8 6 12 12 1x 10 @ 8 4S 3.5 7 7 7 7 7 7 7 5 5 5 S 5 5 5 5 ON SHEET 13 14 12 10 8 6 $ 8 6 12 @ 6 5 4 3 7 7 7 7 7 5 4 5 5 5 5.,5 5 43 14 12 10 8 a fl @ E 12 12 10 6 6.0 3 .75 - 7 7 7 7 @ 4.9 - 5 5 a 5 5 5 4.3 - tb 12 10 9 B_ 6 0 8 12 t2 8 65 a Ss _ 7 7 7 8. S 4 3 S a S S 4, 3 14 12. 10 e 8 8 8 S 12 12 12 5 7 5 4 3; 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 t4 12 10 9 8 $ 6 $ 12 10 a6 4$ 3 7 7 7 7 8$ 5 3 5 5 5 5 5 5 3S 3 IL 12- 10 9 9 a@@ 12 a 65 7 4 - - 7 7 7 7 s - 5 5 3 5 5 5 a - 0 VALID ONLY FOR UP TO +70, -75 74 12 ip 9 e n 8 - 12 12 8.5 7 5 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 s s 4s ss - - P,SF A.S.D. DESIGN PRESSURE 8._O. 14 1z 10 s a n s - u fz @s 7.5 6 s$ - 7 7 ] 7 7 7 + s. $ 3 5 5 5 5 a RATING & FOR SPANS PER 14 to 10 9 e B a - 72 B a 45 4 3,,= - 7 7 . 5s 4 - - s s s s 5 4 3 SCHEDULE {�4, SHEET 11 14 12 S0 8 8 8 8 - 1T 1I 7S $ b .75 7 7 7 7.5 B 45 - 5 5 5 5 5 4.5 - S4 12 10 9 8 8 - - 12 5 7.5 6 5 3.5 - 7 7 6.5 5 4 5 3 3 5 4 3 W-0• 14 I2 10 B 8 @ - 12 12 9.5 BS 5.5 4 3 7 7 7 7 7 7 6 3 3 5 3 5 5 5 5 5 14 12 10 9 8 II - - 0.5 0 5 4 3.5 - 7 T 7 6 5 3.5 - 5 5 5 S 5 4 3 14 12 10 9 8 0 - - 12 10 6S 5 43 - - - 7 7 6S 3S - 5 5' S 5 3 4 14 12 10 D 8 tl - - 12 06 7 5.5 45 7 7 5S 4,5 35 - 5 s S 43 35 N 12 t0 4 a B, - /2 ii 8.5 6 5 3.5 - - 7 7 7 7 7 4s - 5 b S 3 5 S 5 45 14 f2 1p 9 8 n - 9,5 7 4.5 3.5 7 7 5.5 4S - 5 8 9 5 4,5 3.5 - 14 12 t0 8 12 9 8 4 - - 7 7 6 S 5 S S 4.5. 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N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS MFLOOR MOUNTINGS WALL MOUNTINGS B.C.WALL MOUNTINGS S.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X , N. 0 & R W & X p ap Q, S&v S&v S &V AM WO KUK IRDSH KID 6d ASS.OM WWK 0=0 Mw W Lu ma am aqoGK om W&M RM WM RIWX WK W US Va MOM p0M WN W,US OW WORK FRWK RM W LUL CIM JFWK KIRK RUNt W LU MSIX SOAK WK W,ASA ma WK_w=wor w UA Mv tow Raw ME(A - 30ZT6.F75 9 - - _ _T 0 r_5 9-0QdS- 30 40 60175 f9O 05 4GT--T7p F S-YA3G 40 60 75 90 IDS 30 40 60 75 90 1051 40 607-5 90 05130 40 60 75 90 05130 40 60 90 OS 30 46 60 75 90 05 T -0-FO5 30T0T6T 3'-0"OR LM IZ to 101 9 16 ]a 6 0 6[66 01 6' 12 10 10 9 0 G 6 6 16 16 6 112 0 to 9 a a 6 -----L L_ 6 1 6 16.16 1 6 16 5 4 4 13 112 12 12 112 12 12 12 12 IZ .12 12 12 112 12 12 1 12 6 6 6 6 5 6 12 10 10 9 8 8 6" 5 6 6 16 6 11 10 10 T Y 8 6 4!-0' 2 TO 1019 18 18 5 � - _L 6 6- 6 6 6 5 4 4 3 12 12 12 It2 12 12 12 12 ;2 12 12 12 112 Q 12 12 JIZ 121 12 10 10 9 8 8 6 6 6 16 5.5 12 10 10 9 8 8 - - 6 6 6 6_ 6 5 112 jt� !q 9 0 7 6 6 6 6L 6 5 6 5 4 4. 4 3, 12 12 12 112 _12 12 12 12 17. 12 12'12 12 12 12 12.112 110.5 61-0* 12 10 10 9, a 5.5_L 6 6 115 4.5 12 10 10 9 a 5 6 6 5 5.5 5 4.5112 10 10 9 6 3Z 6 6 6 6 5 4.5 6 5 4 4- 2 12'12 12 12 12 12 22 1 12 12 12 12 12 12 12 10 8.5 6-5 4 7'.112-1. 12 .5 12 L_ - 9.5 12 12 IL5 9 7.5 6.5 o. 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Nb.S:) 2.ANCHORS To HOLLDW CEILING SW&BE,AS PER MM OFING TYPE U.SHEET 17 AND SHAH.CONSIST OF -MIN-1/2-COX PLYWOOD(loss APA) LAO SCREWS AS PER NOS 21312 SPECIFICATIONS, L�" RS UAV FACrR RE7ALLED FOLIID�MG ALL OF THE REG.OMMENDAT t PHS AND SPECIFICATIONS OF THE A- FLOR11 A BULWNG CODE(High Velocit' Hurricane Zone ql4wN. ......... 0)2015 ISAMERN METAL SUPPLY, INC. 13ERTHA HVTM Shutter System CCOrdion S /7TI L71 E C A,S,S■A AV. %ADE#1 W1 CR W/O H.V.VAMM BADE American Shutter System. REV.11. DESCRIPTION DATE' DRAWN By," M,L ILLIT-TESTING & ENGINEERING COMPANY OF Mictoltafiton. Inc. I PLO 11-103 04/10/1S DATE, 04/10/15 350.St.Ne 303.VRGM CAROM.FLORIDA 3315( ........ .. ........... .. Ph a (303)371-1530.Fax:(305)571"1531 4268 West Road. Dfl.e 2 W --I:till-ave.. West Pairs Beach, FL 33407 3 DRAWING No EEI-ON0719 15-080 L ra�W.,"" Phone; (800)432-2204 Fax: (561)209-8380 -4 WALTER A.TlUJT Jr,P.E. P.E.S E/DATE FLORDA U.1 44167 5 SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ QR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY'SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 9 FOR MAX SPAN k A. .D i. 1/4.0 TAPCON WITH ADVANCED DESIGN P ESSU E RATING FOR INSTALLATION 'WITH BLADE 1UNISON T14AUDFORM TECHNOLOGY )i W 1 1/2'Min.PENETRATION 1/4'0 TAPCON WITH ADVANCED OF THREADED AREA TO THk'ADFORM TECHNOLOGY _ EXISTING WOOD HEADER W/1 1/2`Min.PENETRATION �- :< (SEE SCHEDULE ON SHEET 15) OF THREADED AREA TO I 1 I t i OR & ` EXISTING WOOD HEADER. 1 M•SET'�T I i (SEE SCHEDULE ON SHEET IS) I 10 GLASS TMAIDE il1'tfn 1f4"0-20x3f4`S.S.MACHINE SCREWS E1pSRNG 1 ON STIE'ET 19(iYA1p Wf 1f4"-20 NUTS 0 12'O.C. CLASS---i '�t'® 1 OR 15 WAIL. 1 I FINISHWALL iI FINISH E N ~ ROFW. _ µ'ms- .? Ex mNc NTN. r wAu i S: IDR 9 S 2".4"WOOD FINISH c>t HEADER REWIRED ---QOR(!# EXISTING MIN. Cl M 1 2'x4'WOOD / i f4'0 TMCON WITH.ADVANCED EXISTING &M SEPAPATION i i HEADER REQUIRED _ THREADAPC TECHNOLOGY SCHEDULETOGLA S(SM��7. 17( MiN.SEPARATION ( I 1 2"x4'COW.SILL Wf t 1f2-ML,*PENETRATION 11�BLADE(i1M>a ( I EXISTING F'�(SEE SCLASS CHEOU PLATE REO'U. s OF THREADED AREA O BIALES I i�UR i �S�M ON SHEET 11) (EE SC OF W000 SHEET SEE SCHEDULE ON SHEET'75) Q WY,WALL HEADER INSTAILI.ATION HY WAIL HEADER INSTALLATION OUHY WALL SILL INSTALLAjION E7n5TRNG -T----- I MiN.SEPARATION I MIH SEPARATION r�pG�,, MIN.SEPARATITO ON 70 CHER —O - -( SEE SCHEDULE E .... 2'x4'GDM. TO GtFSS r ; � �r1 (SEE SCHEDULET.- CR i WOOD PLATE (SEE SCHEDULE I E70571NG1J16V ON SHEET 11) M IXLSnF1LY�� ON SHEET ttj REO'D ON SHEET ii) I : 1 11 = t T{4'0-2Gif4"p-20x3f4SS.MACHINE ea MACHINE SCRE1 a'-zo USING1/4"-20 NUTS I IWALL t i` FINISH I I 'f 12'O.C. 1 a 12'O.C. I i OR 1 OR(� 2"x4'CONT. 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F SEE LtM6AifOHS OF USE OF YBTH 5ECTION 2322 OF THE F.B` ��A�� P Y WALL SiLL INSTALLATION 11.✓t BLADE to ON SHEET 19 BUILDINGILORIA Hi h Yslocit HLBI-jecne Zone yE v 0 2015 EASTERN METAL SUPPLY, INC. ?yyy ��7 No, BERTHA HVTM r 1 L E C O N A.S. ©� Accordion Shutter System _ — �� Nv.9ADE#1 W1 OR W/O HN.1NMM MADE plfpF American Shutter Systems REY,Ne DESCRIPTION DATE DRAWN e: M.L. iC TILLIT TESTING & ENGINEERING COMPANY ! Association, Inc. 1 G0 n-1s3 4{loh oATe 04{10f15 ••`•.,V 83SS N.M.360. 6(,St..Ste.133 V.F.. C(ITIE)S.FLORD4 331 -�• 4268 West Roads prive 11 panne:(305)071-1330.Faa (305)B7i-1571 2 Qh{�L� � F44 a-mol:tat006719t.cam West Palm Beach, FL 33407 3 DRAWING NO ..xil/tt�j4t WALTER AED-sTLLF1Jr•P.E. Phone: (800)432-2204 . Fax: (861)209-8380 4 15-0$0 P .SEAL/S[GNATURE/DATE FLORIDA LT.#44167 5 SHEET 6 is OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INT6-WOOD WITH -HV BLADE a) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19. FOR MAX SPAN & WALL FINISH A.S.D. OESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q)& W WORKING IN UNISON � IgO TAPCON WITH AR�.THREADFORM 4x8* tr----EQ EQ--i—f MIN.- 4'z6' IN�/�,EDGE(IF APPLICABLE) TECHNOLOGY W/I I/f Min, M EXISTING— PENETRATION OF T14READW WOOD(99 REQUIRED. AREA TO EXISTING WOOD STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM HEADER. 1/4"0-20X3/4'S.S. TO BE S ERTIFIED BY 00 EXISTING WO PHEUPS TRUSS READ 'ED 0 SEE SCHEDULE ON SHEET 15) REGISTER ENGINEER E E TRUSSES R HINE SCREWS OR 0 RED Q W/1/4-�-2IcHrr=PRIOR TO 1/2 O.C.REQUIRED r 0 2 1 D.C.0 NUTS SHUTTER ITISrALLATION. 1/4"0 TAPCON WITH— z I OR ADVANCED 11-IREADFORM COSTING SOFFIT 25,• TECHNOLOGY W/I 1/f Min 31e M—THK- PENETRATION OF THREADED AREA TO EXISTING WOOD 0 E IT 1'x4"xl/B'COAL ALUM. TUBE '\-:OPT10NAL (SEE SCHEDULE ON SHEET 5 1 or or (3 5/16'0 TAGS EWS TO or or @ LOCATE LAO SCREWS AT COSTING M�27.4* MIDMOTM OF ENSTITIC WOOD EX SnN T MEMBER.(f Min,NOMINAL WIDTH) 0 MIN.SEPARATION or 2-Am.PENETRATION OF To GLASS STUD 70 1 EACH W/ EXISTING ACCEPT THREADED AREA.VALID FOR (SEE SCHEDULE ON SHEET t1) 5/16-0 LAG SCREW INSTALLATIONS wrtm 72 psi GLASS AT CENTER OF-11 MAX.A.S.D.DEMON LOAD AND MAX.SPAN.THIS INSTALLATION 15 ONLY VALID In am ISM SCHUXLE ON FDR WOOD Wd OSO HY WALL HEADER INSTALLATION It 10?ULADE EXISTING -11 20F.Ow'Re"a I SO AS SPECIFIC GRAVITY OF AS DOUGLAS GLASS-----i I OR (W FIR OR SOUrHERN PINE Na.2, MADESQ)A,(Eq I ON NOTES T4 -----TOR(W I OR EQUAL III--SEE SHEET 4 FOR t;�Lj SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS BE COMBINED IN ANY WAY TO SUI`r ANY INSTALLATION. 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(SEE SCHEDULE:ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ouDE )ATT.NS- E OF (SEE SCHEDULE ON SHEEP 15) F+SEE tj SHEET'. HY MA (�)HV FLOOR INSTALLATION HV LKLOVER INSTAUATION ciE�U- SILL INSTALLATION FARLOR BUILDING CODE(High Volocity urricone Zone', 0 2015 EASTERN Max SUPPLY, INC. ENS, BERTHA HVT. 11LIECo imc A.S.S.A. Accordion Shutter System H.V. BLASE#1 W/ RV WINM BLADE American W/o Shutter Systems REV.". DESCRIPTION DATE DRAWN BY: M.G. T TESTING & ENGINEERING COMPANY FATE 0� in: Assoclation, Inc. I OLD 17-103 D4/1 0/15 DATE 04/10/13 F . 63M N.W.30k St.St¢=,VRGM ONMINS,FUXeeA 3316C % Ph (30r)871-1530.Fax:(305)87I-153I 4268 West Reeds Drive 2 West Palm Beech, FL 3340 — DRAWING No .......... tiftewowl.. 7 EB-0006719 Phare: (8(JU)432-2204 Fox: (561)k9_8380 — 15-080 ' 81 WALTER A.TILLfT Jr.P.F RC/DATE FLORIDA tic.j 44161 — SHEET 17 OF 20 END fNSTALLATfONS (1� HV & 1C-HV! BLADES INTO 2"x4" MIN WOOD STUDS. 2 4•MIN. WOOD SPUDS. - 1!4.4 TAFOON WITH • '- 2'x4•NM_ (AS APPLIcQLE) \ / CFD THRFJDFCRM 214•MIN.WOOD v ; \ /1 TE4HNo.NYL DUIIDEN STUDS REq•D. .� WOOD STUDS. \ / McNORs O r O.C. _ 2•x4•MN.WOOD \ / (AS APPUCJDUU INNN151{ \ / W/r I/z•LDH.7NRKAOED .� 1, STUDS ILEO`D. \ / _ PENEIINMIN INTO STUDS OR \ j EXISTING GLASSW/DIN.//2•THWADEO S'1 I \ / ry FINIS{ h / \ PLIF I/2•COX PLYWOOD IF NO STUDS EXIST. �'•-\ ExISNC CLASS �iZ:F15Tx1GLASS � / . EaSONG C1A95 / \ T Mot$EPARAr1d4 4 ! I/2'MN.CDx J• / \ �. TU G1A15(SE ;�•, 1/2•MIN.COX . OWL s°avesim PCYW4f0. MN.SPNIAIION __ ., 14F1 SEiWt417d{ SON SH W FOR - PLYWOOD. x. amu'•+�"«�=^•.=j.1�:''�"-'}'w.., m dr"Z 'Ya�(SEE r�z•TION.cOz s, '•'E' i'•' SCHEDULE ON SHMT 1t FOR 19,V-E�At21 •~ i 16•x3• 31RAAE ON 5L$ET .`:•`}. ,� SOEDLAE ON SFEEr TWOpp, L'- „''�" ">'''''A W SFEEF 19 iGN (6083-TB)CONT.' w F Nom{ t/2•MN.Cox 1f iGR BLADE(�LY.D .W�~:. 11 FOR BADE OANO 1/2 1 »POR D{ASE QA`N BLADES ALUM.CLCS APLYWOOD. CN SHEET 19 FOR ON SF#ET 19 FOR Ot SHEET 19 EOR 1/2-MR. 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Fax: (561)209-8380 4 15-080 P.E.SSIGNATURE/DATE FLORIDA ,c.,44157 5 SHEET 0 18 OF 20 AND CDNDRIDy„OF USE,EQR BFIRM UlbM ACCORDION q8t WORKING IN M T 1.WAX.AS.D.DESIGN PRESSURE RtTING+110,- 110 PAJ. 5 ' �" 2 MAX.SHUTTER SPAN:96'. _ J.Al1DWiD)NOUNTINGS:A,D,0&HON SHEETS 6,7;AS Wl1L A5 MOUMING5 M,0,T,U&WON SfiEETS/6&17. ` (¢HOF—" �ONLY CENTERMATES(2I pOOR O1RH OPPOSING tAQ IN CASE OF PoO LAYOUT�AtUSf BE INCLUDED ONLY AT DITERIOR ACCESS SIDE OF 05 'E1° 5 CENTER E. ©+t 5.(A)HV WINDOW BLADE Q SHALL ONLY ALLOW A MATOLIUM OF 5 OPENINGS TYP.FA ENO (3'0 HOLES)FOR(9 PER BLADE AT SPACLHCS SHOWN ON SHEET 4. (B)MIN,CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE MAX,5 WINDOWS OF ANY 3'6 HOLE FOR(a SHALL BE 12'. ALLOWED AT NV m A WINDOWOLAS, (C)FIRST OR BLADE COMING OUT FROM STARTERS AT EROS MAY BE HV WINDOW BLADE T (D)Hv WINDOW BLADERE l`7 MUST BE USED ALTERNATE TO A SOLID ETV SLADEQ THRal1GH01JT SHUTT 'S WIDTH. (E}C TES SHALL ALWAYS BE INSTALLED AAEACENT TO A SOLED NV BLADE 1 AT ERHER SIDE OF THEM. SO T SEE FNqq I Jill THEINNTERIOR�OF THE OPENNG A.PROTECTED. ISHVLL BE N WINDOW(44)MLEST BES CONNECTgN ON.Y NSEALLED AND LOCKED USING A W SETTING TOOL PROIA fLY ASSA, DETAILS ON SHEETS '15; INC. 10&18 TYR FULL HEIGHT. ATS R O.SEE ANCHOR SPACING SCHEDULE FOR INSTALLA71ONS INTO WOOD FRAME 1 L I 1599 BUILDINGS ON SHEET 15.AS UMNTD 13Y SPAN AND DESIGN LOAD(SEE NOTES P a 'q" 1&2 ABOR<I. k+ s 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALIATIOHS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 8.MINIMUM SEPARATION TO CLASS SCHEDULE- (SEE PLAN FOR REQUIREMENTS) ' p H EYP TOP&BOTTOMTV t'��f`,{}�:F'C1 alY^t� SHUTTER SPAN MINIMUM SEPARATION TO GLASS NUAOTED WI -_._ 96'Max.x5' ELEVATION MK SEPAMIN TO GLASS COMING GLASS - SEE SCHIPUfE ON SHOU 12 FOR ellA(D Arm ON THIS BEET FIXE RAGES Q& ----------------- --------f��------- .� ----------'----- 5 1 T P. ----------1 \ O D 1YP. SYNM OR 5/WEND 2NATES i�1, \� ref""-•-- f lama ar. \ W T.R NQtE 4A80Vp -----�'� —PLAN �� J TYPICAL HV BLADE WORKING IN VN1S& ' V WINDOW BLADE SHUTTER- /1, H ER* -- r1 2% FLOR1111QBUILDING Q Hi h VOiCeity Hurricane zone 1 �'ENSEr ®2015 EASTERN METAL SUPPLY, INC. BERTHA HV,M A.S.S.A. Accordion Shutter System KV. BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shuffer Systems RN.Na DEScmvnaN DATE nRA N sYBy'. M.L TILLIT TESTING & ENGINEERING COMPANY FCORiq ` ` BSGY N.x,36th.$1,St.3W,VRGIMA WtDOS,FLORIDA 33,6 Association, Inc. 1 OD 11-163 4/10/1 DATE 04/10/15 —• Ph...:(305)871-1530.F. (300}871-1531 4268 West Roads OrWe 2 a—It:Uttecceaol.eom West Polm Beach, FL DRAWING No 33407 3 DRAWING a3-0OW719 Phone: (800)432-2204 .Fax: (561)209-8380 y WALTER A T1LUT Jr.P.E. 80 P.E.SEAL./SIGNATUREfOATE FLORIDA Lk.(44167 0SHEET E4UIRED MINIMUM ;.:YAItiE$;'( INSTALLATIONS W/(j„HV BLADE & HV CENTERMATES 21Max. 2.000"Mer.-. 8'x 1 1 f2 x 0.035•THICK Min.AS1,A A-653 GRADE 40 ( -' 2;,,Moir.• Mtn.C_60GALv.S,'EEL ,� - 436 INTO METAL STUD WALLS * tza 0B3' 'T METAL STUDS A7 16"O.C. �. I . — - a 6'O.C. 40 47 opo• � W o — -- V2' a7s' * 1f4"m OMINAL GENERAL LIM QNS AND CONUMONS QE USEAIILIIiiNUM SLEEVE I M n• 43o N t2 n ACCORDION S 6063-T5 ALLAY EOUIRED MINIMUM A SYSTEM INSTALLATION TO METAL STUD WALL 3f4'z 6//4'z 0.035'Tmo<Min.I 43C ca4r.Gvv.srEEL TTUCK CILWNFS I 1— SEPARATION TO GLASS SCHEDULE 3.000' ASTM A-657 CRAM 40 MM.G-60 I 6"O.C. I I M�+ 11- To GALYAMFO FASTENED TO STUDS 3B z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.l'. W (2)66X,/2-TEN SCREWS aN I E)OSTINC FlNISN, t G IIOR h EMERDR FACE } AS APPLICABLE y MINIMUM 43a LEN2. MAX. SHUTTER SPAN: 84" SEPARATIONMIN.SEPARATION EXISTING GLASS---I TO Gl/+55 GLASS {SEE SCHEDULE) ,� 3. ALLOWED MOUNTING: M ON THIS SHEET. 0 43 1/4"Iii-20X3" BOLT 3 1/4" I EXISTING FINISH �•) m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1" REQUIRED MINIMUM I 6 6"O.C. �ARPDG101.E ; 1 WITH 21 ARRA GED A SWMEt'RICAL LAYOUt, ,/4:oou'MCK Mn.; { USE O {2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE CCN7. -65 STEEL 1RACrt CHANNEL I 43a INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF a I 25D•. I' °6°' ASTM A-653 GRADE 40 Min.C-6U T—" �— CALVAN12E0 FA.1- m STUDS i 0 5'D.C. r i i i CENTERMATE. W/(2)J6.//2'lEX SCREWS _ IMERioR&E'ximoit FACE i 1 I 1 Min. 'Cl i 1/4.0-20 THREADS BLADE SLACK DETAIL HVF IS VAUD ALSO FOR t12' 12 8 CENTERMATE @ APPLICATION WITH BLADE PRODUCTS FAB—LOK HD REGWf;£D MNMUM I -.'----'' `�.43(7 . 6'., 1/2'x D.D35"THIaK =Y%' ` ® s" D.C. COMPONENTS Min.ASTM A-653 OMWE 40 :.rr2'�/'t(tb"N;•.,. - Min.06 GALY.S1EEC ,-) MS WALL HEADERAS LI L INSTALLATION METAL STUDS A7,6'O.C. EXISTING FINISH AS APPLICABLE SCALE:3/$"= 1` —_ TOP.k BOTTOM) —— 1.3/47.6 1/4"x 0.035'THICK We. LIXISMNG GiASS _ C��- :� n---„.,—„•.,�-t..�,..... ASTM. 6A°�53 STEN AD Mi”' G-60 } ..- ^.,,':^•:,.::I r.:.:�.._.� .;i .. �., :,I I::: GALVANIZED FASTENED TO STUDS 1 1....•..+. ..,,I ,;: SYMMETRYCAL SYMMETRYCAL `} }: .I i:..�-,e,. .,,i _I.,., }:, '..,. .. i.: '::.�.::;; I W (2)#Bx1/2 TEK SCREWS ON t: •; I 43a 43b 43c; .r I. MIN:,SEFARAtit7Ft VARIES:.._; ",t trrllTiraR�EXTERIOR FACE }.,..`.t;: : CENTE T I t s TO GLASS z RMA ES W , I '•<'CENTERMATES W/ i .I SEE SCHEDULE 'Nox '.i (moi'•:. '.:i i::"=; ,. !! { ) •,._ , EXTERIQR ACCESS SIDE:: � ...••:: i�; I .;:.}N,TERIOR ACCESS SIDE';; 6`(EYP.) MN.SDVRATKN TO GAss 70 C4ASS w w (sIN ------ 4• W/rNaoE L - i ac. wE s7i9xxq 6” m, /aumDE Ina(SEE 83EnuFa _ 24 ---- ------- _ _ __ --------- ----- - --------------- — ------ ------ _ — -- -- - -----------f_�- - - — --- --- ---- ----_-__ v 42 21 - 21 2 j � t 2 1LOCA DAT 12 HEADFft/SILL ENDS Yew Y 4 12 — 3 tj4'{Typ.}' - -- 3 (6"Min.) _ — 2[I— — I SIDE CONNECTION TO TRACK (Cont.) liyA 5 1/2 (Typ.) 7^ T 8 1/2"MAX. SLACK HVQ �,��"""'�- pE SLACK ETAI VF C �� FLORIDA BUILDING CODE(High Velocity Hurricane Zone' • •✓9 m 2015 EASTERN METAL SUPPLY, INC. ' EtasBERTHA HVTM r Z��S, A�� '� AAccordion Shutter System . ■ FLY. RADE#1 W/OR W/O RV.WIWDW R-ADE ,*•z %Y America Shutter Systems UY.N. OEsct8P7RIN DATE DRAWN BY IML do T 1�( t• TILUT TESTING ENGINEERING COMPANY :, "•�� •.?�. AT35 KN.366t sL,510.305.MR6RM r+V6lRis,FSS7�iz 33t Association, Inc. I OLD 11-193 /10/1 O47E 04/10/15 Phone:(305)871-1530•Fax:(3°5)871-1531 4268 West Roods Drive 2 —11:hTt-0aol.com west Palm Beach, FI.33407 3 DRAWING No F.•'..,...,....•• EB-ODD6719 5�'O[aV Phone: (80°)432-2204 . Fax:{561)209-8380 4 SI{�^f3 WALTER A TILLR Jn P.E. P,E SEAi./5KiN4TUIfE/DAZE FLORIDA U0.0 44157 6 SHEET s za OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV qj HV 3/8"O 1 HV BLADE 1 41 4 I 72-TOIBLADE T 0N. CE 1 i�625' I E CE to 1� HV BLADE 1A \I HV WINDOW BLADE .082G' x_x 0825 ,0625' --� I .5875' R11 HV LONG RECESSED NYLON BUSHING n KNUCKLE '0 OPENIN Y 1 0� FIV SHORT RECESSED NYLON BUSHING, 3 �+ (TYP) 0.36 ' i W NYLON HAT WASHER ©OR E o i ! TTAT POAt10N Ri.> jY HV WHEEL CARRIAGE AISI 302-','3"03" SERIES I ® i N N n 4. f/ 363 f/oz. so^ X 0.870"x3/18" THICK NYLON WH££L. 2 7/5'Mgr. 14V WINDOW 0.188"0 AIS! 302 SERIES S_S. RIVETS 315"0 CLEAR 03. SEPARATION BETWEEN 3J500' '0625 0625' 44 HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR 1 OPENINGS SC'3/44" Sxrsplrix r_r . ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 a7�" 47p" 2'1/4 j T■ sw «M ® POLYCARBONATE IMPACT RESISTANT HV WINDpW 'r r BOLLEN �" I I a I T $ TYPICAL HV WINDOW BLADE AND 1 I Q OR QA /� 3 POLYCARBONATE HV WINDOW DE(AAIL ' (( or � N.T.S.RNOTE FOR EQUIREMENTS) ! (DOR *POLYCARBONATE IMPACT RE5IS18N7; HV WINDOW { BAYER MAKROLON 3103 POLYCARBONATE u^MIN.c CE RESINS, UV—STABILIZED GRADE OR SABIC # EQUIREMEHIS AT EXFERIOR BLADE KNUCKLE FOR s I To BLADE M INNOVATIVE PLASTIC LEXAN 103 RESIN ©OR ! ! (SEE NOTE "F" ON SHEET 19). � r I ! (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR ® 1 I. POLYCARBONATE SOURCES FOR HV TO BLADE. EXTERIOR TYPICAL SHUTTER SEMBL1( N,T.S. t7V PIN 4 CExTAT Tfp LL PROPMES ftV OAW rww a (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT IaR A°°°E Mares m� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D w324 BLADE'S KNUCKLE. pMe i1. BLADE WHEN CORRESPONDING TO INSTALLATION "I I", SHEET 7. 3 (SEE NOTE* FGR S?�c 9�»REQUIREMENTS) ASTM 0792 ..013 n� aws,afi .048=TI- 4 ' TEI{y[E YF3D STRa#GDI ASTM 0858 9.440 PSl 9.340 pest TTP I R.OM ML SIRAIDTN AT YIELD AM 0]90 1230{1 P..4 13,400 pat (3) HV PIN 0 OR ® W/ 1/2" O.D_ 1/16" THICK S.S. WASHER 0 ! RCKWIlL MouADs ASM.r9. s4oDob P+t 343,O.D aaL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, AMUL. SHEET "UrOND¢4D AM Dace 7e Fr-mM 17 FT-le/. WHEEL CARRIAGE DETAIL SMOKE SENS" ASTM Oz873 47.2 z 64A,x MW N.r.s. REMBLY LAYOUT NATE OF SWUM ASM DOM- c-1 CASs o-1 CLM .T. SELF-.14N ASTM.1920 1D -F See'F 3WA'WEBOK." ASTM 0155 184U'S"'CTfi Ai1ER ATAi}{ER ASTM e30 9302 PSL my PSL 1V BAB SOLID HV INDOW BLADE DETAILS / FLORDA BQDHj h velocity Hurricane Zone f ' ,st1�il �..••• �v t�2015 EASTERN METAL SUPPLY, INC. ��CE % BERTHA HVTM = 1 L E C Q N A.�.S■A■ Accordion Shutter System H Y. BADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REZNa DtFlION ATE DRAWN Br; N. vs N. 30tH.St,,Sk Association, Inc_' 3w.Y1��y �s �3,T7 f OLD 11-193 /'10/7 DATE 37/10/15 • Ph—:(305)071-1630,Fax (305)871-1631 4268 West Roods Drive 2 sem''•..... •,'1� 74 o-mail:61te4oOam.com West Polm Beech, FL 33407 3 DRAWING No `YxONALee7e7 WALTER A.TILUTIJ.P.E Phone: (600)432-2204. Fox: (561)20H-8380 4 15-0$0 P.E.SFAI'j'tGNkTURC1(3�tE FLORIDA Lk.!44167 5 SHEET 6 4 O 20 I v