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HomeMy WebLinkAboutProduct Approval Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspectionof the proposed-installation,opening,protective device or system) Address: 1409 Lancewood terrace, Palm City , F134990 Type of Structure: PERMIT#: Dev. Device Device Approval Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer Width Height Width Height Bars Req. Spacing Reinf.Req 1. Accordion ASSA FBC 72 60 82.25 66 10 No 2. Accordion ASSA FBC 70 144 79 150 10 No 3. Accordion ASSA FBC 70 115 79 121 10 No 4. Accordion ASSA FBC 72 48 82.25 54 10 No 5. Accordion ASSA FBC 84 72 95.25 78 10 No 6. Accordion ASSA FBC 60 90 60 90 10 No 7. Accordion ASSA FBC 204 - 90 .' 204 " 90 10 No 8. Accordion ASSA FBC 24 36 30.25 42 10 No 9. Accordion ASSA FBC 48 78 56.25 - 84 10 No 10. Accordion ASSA FBC 118 103 131 109 10 No 11. Accordion ASSA FBC 48 78 56.25 84 10 No 12. Accordion ASSA FBC 27 48 33:5 54 10 No 13. Accordion ASSA FBC 48 78 56.25 84 10 No 14. Accordion ASSA FBC 48 78 56.25 84 10 No 15. Accordion ASSA FBC 48 78 56.25 84 1 10 No 16. Accordion ASSA FBC 60 72 69.25 78 10 No 17. Accordion -ASSA - ---- --FBC..- __ -48 -- ._'_7_8____ __5.6.25- __-_84 _ _ . _ _ 10 9 No 18. Accordion ASSA FBC 36 48 43.25 54 10 No 19. -Accordion- - --ASSA-- - --FBC- - -- ---70-- - 115-- - -79- --12"1-- -10 -No- -- -- 20. Accordion ASSA FBC 48 48 56 58 10 No 21. Accordion ASSA FBC 48 , 48 56 58 10 No 22. Accordion ASSA FBC 48 48 56 58 10 No I Galul arca HURRICANE SHUTTERS, INC. PANELS - ACCORDIONS - BAHAMAS COLONIALS - ROLL UPS Property Information Building Information Owner: Donna King Wind Zone: 170 MPH. Address: 1409 Lancewood terrace Exposure Category: B Palm City,F134990 Minimum Building Dimension: 5 ft. Mean Roof Height: 25 ft. Risk Category: II Design Pressure-Calculations Openmg Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 82.25 66 7 28.5 -31.1 2 Int 79 150 7 26.9 -29.5 3 Int 79 121 7 27.3 -30.0 4 Int 82.25 54 7 28.9 -31.5 - 5 31.5 .5 Int 95.25 78 7 27.8 -30.5 6 Int 60 90 7 28.5 -31.1 7 Int 204 90 7 26.0 -28.7 8 Int 30.25 42 7 31.2 -33.8 9 Int 56.25 84 7 28.8 -31.4 10 Int 131 109 7 26.5 -29.2 11 Int 56.25 84 7 28.8 -31.4 12 Int 33.5 54 7 30.7 -33.3 13 Int 56.25 84 7 28.8 -31.4 14 Int 56.25 84 7 28.8 -31.4 15 Int 56.25 84 7 28.8 -31.4 16 Int 69.25 78 7 28.5 -31.1 17 Int 56.25 84 7 28.8 -31.4 18 Int 43.25 54 7 30.2 -32.8 19 Int 79 121 7 27.3 -30.0 20 Int 56 58 7 29.5 -32.2 21 Int 56 58 7 29.5 -32.2 22 Int 56 58 7 29.5 -32.2 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Florida Building Code Online Page 1 of 2 o Regu!46 irr Holida Depar nentd BCIS Home r Log In ' User Registration I Hot Topics Submit Surcharge Stats&Facts ( Publications FB a Staff I BQS Site Map Links Search I Busines� i Professi I ® rL:il Product Approval D USER:Public User Regulation Ii Product Approval Menu>Product or Application Search>Application List>Application Detail i I _ FL# FL1850-R10 • Application Type Revision Code Version 2014 Application Status Approved y i " Comments 1 1 Archived D + n I i ' Product Manufacturer American Shutter Systems Association,Inc. { Address/Phone/Email 4268 Westroads Drive i I West Palm Beach,FL'33407 .� (561)209-8263 bfeeley@easternmetal.com , Authorized Signature Bill Feeley Iroa riguez@easter nmetal l.ciim 5 ' i I Technical Representative i Address/Phone/Email Y li i Quality Assurance Representative Address/Phone/Email i r Category Shutters I ,l Subcategory Accordion w Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Recelved Florida Engineer.or Architect Name who developed Walter A.Tillit,Jr.,P.E. 16 j the Evaluation Report ;I 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 i Validation Checklist-Hardcopy Received I I j Certificate of Independence FL1850 R10 COI HV Accordion CI H1%1­1Z.odf I 1 Referenced Standard and Year(of Standard)' Standard +' �' Year TAS 201,202,203 ; 1994 I Equivalence of Product Standards Certified By Sections from the Code I ' i Product Approval Method Method 1 Option D I U I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9/o2f/.2ftCOhpJQ... 2/15/2016 Florida Building Code Online Page 2 of 2-, . r Date Submitted 04/26/2015 - Date Validated 04/28/2015 ti 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 RIO II 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 II 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 HV3 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 [080 rtha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks ade 1 Only(HVHZ)-Drwg#15- (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1850 RIO II A.S.S.A.INC. Drawing DRWG.15-080.odf 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 16'-0"and FL1850 R10 AE A.S.S.A.INC. P.E.R DRWG.15-080.pdf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuratlon for the HVI 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. Back 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 wan[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 mall.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 emaiis 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: IS '' eLhci securitvuLrumv https:Hfloridabuilding.org/pr/pr_app_dtl.aspi?param=wGEVXQwtDgs9°/p2t%2fLCOhPJQ... 2/15/2016 GENERAL NOTES: 1.BERTHA M.V.ACCORDION SMUTTTBR ST'SIEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH-THE 2014(BUT EDB10N) -TABLE_ OF CONT •� OF'DTE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. EN i DESIGN VAMP LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE�WMTONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TAB BE RMALLED WITH A DRMIXINALM FACTOR Kd-0.65,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAICIMUN(ASO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&26. _ AREA ,) LADES & IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SH ALL BE FIRST REDUCED TO AS.D.DESIGN WAND LOADS . BY MULTIPLYING THETA BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.")DESIGN PRFSS�RE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 - ---IN-O ER-TO SYSTEM COMPONENTS 1-20 SHEET 2 R0 VILIFY THAT ANCHORS,OWWIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33%INCREASE IN ALLOWABLE LOADS FDR WIND LAMS WAS I= USED IN THEIR ANALYSIS.BERTHA N.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VFRITFD IN ACCORDANCE WITH SECTION 1626 OF-THE ABOVE MENTIONED.CODE AS PER ATI, SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: - --- TYPICAL SHUTTER ASSEMBLY.-38-44 _.--- _ SHEET 4 -HV BLADE(D 00214.01-03,10715,01-03.#1004.01-05,111214.01-OD,X0317.02-06,#0609.01-10 AND 00210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS - &11220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSIM AREA 2. HV BADE Tn AND HV WINDOW 13An Q -HV WINDOW BLADE 0 10505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-06 AS PER TAS 202 PROTOCOL (MERE APPUC" 2.HV BLADE(;i AND HV WINDOW BLADE 0 ARE ENGINEERED M WORK IN UNISON WITH EACH OTHER UNDER THE GENERA.LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19, INSTALLCAL TIONSHUET ILS ATFO dR NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CDNCRETE/BIACK SHEEP 6 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3,BERTHA H.V.ACCORDION PINS(HHV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1 14)[7.75 AND 1 14X1.75 RESPECMELY.410-HT MINIMUM CENTERMATE DE1AILS HV SHEET 8 SERIES APPROVEDACOATING,APPLICNLESS STEEL ATORS.REGISTERED REGISTERED WITH AMERICAN EHUTIM WITH 135.0 ks,YIELD STRENGTH AND SYSTEMS ASSOCIATION.130$Mi TENSILE PI 5 MUST BEAR.THE HVS SHALL BE ATED W[W MARKING ON THATHE OSHRED COATING SYSTEM AS MANUFACTURES By OENiERMATE ALTERNATING DETAILS W SHEET 9 4.ALL ALUMINUM MRUSIDNS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MIMIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 W AND 35.7 kat END CONNECTION DETAILS 1-6,CONCRETE/$LACI( SHEET 10 FOR 6DD5-T5 ALLAY` MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE SINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Rai MIN,YIELD SIRFNGYH 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.SOLIS TO BE ASTM A-307 GALVANIZED STEEL.OR AS 3D4 OR 316 SERIES STAINLESS STEEL WITH 35 Eel MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHS 14A 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HTV BLADE 12,13,14.14AY15 AND 20 ANCHOR SCHEDUAE•-WOOD SHEET 15 ` HW L3»(D&m WORKING IN UNISON:I2,13&15 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA HV ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART'BY US.PATENT 5'458.179 ISSUED TTI END CONNECTION DETAILS 7-12&Y_WOOD SHEET 18 EASTERN METAL SUPPLY.INC. _ 9.IT SHALL BE THE RESPONSBELTIY'OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO , SEN./=LK ALL SVUIIER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT•WRH THE BUILDING TO PREVENT WIND/RAN INTRUSION, AREA ,3' HV WINDOW BLADE ONLY 10. EACH UNIT MUST BEAR PERMANENT LA6El.RN A VISIBLE PLACE WT}i WARNING NOWT::DURING PERIODS OF HURRICANE WARNINGS HOME OWNEi,TENANT,OR OTHERS,MUS[PROPERLY DOSE ALL FIV AND HD CEMERMA713 AND ENGAGE OR LOCK ALL HV'AND HO LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 It.SHUTTER MANUFACTURER'S LASR SHAT BE LOCATED ON A READILY VISIBLE LOCATION-AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING'COM ONE LABEL. SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710[8.2 OF THE FLORIDA BUILDING CODE H)J WINDOW BLWON Y 12,BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND zomNG REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. INSTALLATION DETAILS,METAL SLUE WAITS 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 DEVOTE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.,PROVIDED HE/SHE DOES NOT DEVIATE -FROM-THE-CONDITIONS-DETAILED ON-THIS-DOCUMENT._CONSTRUCTON-SAFETY AT_STIE 6 h1E CONTRACT'OR'S RESPONSBILIry. _ (a)THIS REO.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - T ---_- -�- -'Mi$-DRAWING-$HAI..(._ONCY_BE_USED TO-. OBTAIN PERMTS IN THE SLATE OF FLORIDA - (d)SITE ESPOK C PROJECTS TS E'HALL BE PREPARED BY A P.E.D.ENGINEER EE OF RE ENGINEER OR S A DEE WHICH WILL BECOME THE ENGINSER'OF EE RECORD SUBMIT FOR THE PROJECT AAIB WHO WILL _BE WINGS OR REVIEW.THE'PROPER USE OF THE D.ENGINEER OF RECORD,ACTING ASA 04ECA7ED ENGINEER TO THE REO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.-`_.`.." - _--•__ .._.� - (e)ORIGINAL PS-0-SHALL BEAR 714E DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF'RECORO THAT PREPARED 1T.- 111%1//ksh" i". FRO gh Velocity Hurricone Zone ♦s�1 1,,........., ` '•• ••.(A� _Q_2015.EAS7ERN.METAL SUPPLY, INC. a' BERTHA HVTM A■S■S.A7,. Accordion Shutter System Kv aADE#1 W/AIR W/0 KV.WI=W 9LAUE ,•'q Q American*Shutter Systems REV.110 DF FUMON DATE DRAWN V UJ_ TINT TESTING & ENGINEERING COMPANY N43sQN.l6tl4Rx Inc. 1 OD 1f-143 10/1 DATE 04/:0/15_ • =0 P.'' t alss aw.'3elA.sL.St.3dA V1RData GwDE1N5,11DRxW 331 ! Phmro:(305)871-1530.Tex:(305)871-1531 4268 West Roads Drive 2 DRAWING No a Ea-b10e o-Loom West Palm Beach, FL 33407 3 06 Phone: (800)432-2204 . Rax: (581)209-8380 4 WALTER A TRW Jr.P.P.E. 15-080 P.E.SEAL/SIGHATURE/DATE FLORIDA U.1 44167 5 SHEET 6 OF 20 ' 3' FOR'WHIM MADE� r VARIES 1.918• 1.491• 00 a 4•� � 'U '' f.454' � o ,O9 � o t� 4.371• a 4.385- o 4.657' 9' 4 �r. 1O HV SOLID BLADE HV UNIVERSAL FLOATER 375 N ` O HV 90'f 180' STARTER COVERED UNDER US PATENT# 5458179 � ° QUALIFIED OR USE W/ QUALIFIED FOR USE W/ FN BLADE 10. L:J.HV DIRECT MOUNT HV BLADE 1) HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR Ukf W/ HV 6063-T8 ALLOY AND TEMPER SEE LIMITATIONSUSE OF BLADE ER ON SHEET 19 6063-T6 ALLOY A BLADE 1 TEMFER ' 60606 3-Y-T 6 ALLOY AND TEMPER 3.2 8' 1.500• 124 1. 0 • 7 y' 2.670• 3.556' in OYP) .994' 1.0001 N .670• 2.228• 0 72 00 642 ,o ' \q_ 897• n o lam, NN n 4R� o .815• 09• n2.072o.m O HV ADJ. ADAPTER W/LIP ® 0 4 • C 12 1 5• 3.226• QUALIFIED FOR USE W/ HV HV�W _K OVE R TRA K BLADE 10 QUALIFIED FOR USE W/ HV O HV TRENCH TRACK ' 3.7 ©HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY �0 TEMPER BLADE pONLY.' (j§ HV RAINGUARD BLADED . 6063-76 ALLOY AND TEMPER QUALIFIED FOR UAE W/ HV 6063-T6 ALLOY AND TEMPER a VARIES B' BLADE R 1. 1-915• VARIES 1.936• 6063-T6 ALLOY A D TEMPER ax. 1917 'o 0 083• _08Y $ .083' W 093' .093• .100 n 1 a .060' m 870 .095• .093'•�20 670 1.686• , 670 3529'11 HV CEILING HEADER l'_5' HV HEADE SILL HD CEILI HEADERJSIo Q LIFlED FOR USE W/ W BLADE 1 ONLY, QUALIFIED FOR USE W� HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE t0 14 HD WALL HEADER/BILI 6063=T6 ALLO AND TEMPER SEE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6065-T6 ALLOY AND-TEMPER 6063-T6 ALLOY AND TEMPER BLADE1O ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 XMIN Y LPit I X Y L Q 2" 5•MAR 1/8' 1/8• 2' 2' 0.12.9' . 3' 3' 0.090' 16 2- 5•MAX 0.192• 0.192' 16 SfDE ANGLES X Q AUFiED FOR USE W/ HV ALUMINUM_ ANGLES +s 2-5' 7'MAX. 0.190' 0.190' 20 CORNER POSTS QUALIFIED FOR USE W FIV BILADEOi QUAUFlED FOR USE W/ HV BLADEUt / 6063-T6 ALLOY AND TEMPER BLADE 01 ONLY, ® 2• 5•MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMP ��„J'''' 6063-T6 ALLOY AND TEMPER ,u A BUILDING C High Velocity Hurricane Zone m 2015 EAS EIN METAL SUPPLY,INC. .•� c is 44' BERTHA HVTM A S S A Accordion Shutter System IL ECO �N�. Y Kv BL x f w/OR w/0 KV.WINDOW BLADE Amerl4srl Shufler Systems REV.Na DEeCRIPnoN DATE DRAWN BY: M.L. �0�; � TILUT TESTING do ENGINEERING COMPANY AsspclatIon. Inc. 1 OW 11-193 /10/1 owle 04/10/15 'p e-ss N.W.36a,.SL,SW.3a9,VIRGINIA CWWM6.FLORM 331 4268 West Roods Drive 2 _ >t Pheaa:(309)971-1930:Fax:(3as)fin-1931 3 DRAWING No o-rno.6TtacOOaal.Oom West Palm Beach, FL 33407 6 EB-MO719 Phone:(800)432-2204 .Fax: (561)209-8360 4 15-080 /OIVALS WALTER A TWT Jr.P.E. PE.SFitl/SIGNATURE/DATE RDRIDA lie.9 44167 5 SHEET e 2 OF 20 660 4.578' 7 3. ttAr 1/4-2 4x1 4-20 044Y ,745' XEJD tHRE D HOLISM IRWAL 1 4=2D c1sT (2 7M o � (2 YPt) . 6hID.D PA011FD tWtCM1C Qi+lIQ. • � o � c .5 m Lo a4xFU PA971ED .062" ky 675' HV CENT RMATE a xc s MEBTW)�� W /LATELY) QUAUf'IED FOR USE W/HV BLADE(D&®ONLY l HV FICIAIING 0.'P' ° - HY- � HVEGRESS LOCK 6063-T6 ALLOY AND TEMPER QU ED FpR USE W/HV BLADE 1 80. gNLY. _ 5' QUALIFIED FOR USE W/ HV QUAUFlEp OR USE W/ HV 6063-T6 ALLOY AND TEMPER FOR Lt-MBLl14EQ&: ONLY. "On BLADE 9)& ONLY. �4' 60FIED63-T6 t8" PLASTIC MEAD o 1.756' .922" ¢�045• 2• NO 'a Is n 2.079' 1.753' 0— SCREW q cy4 ° o 364'AFTER RIVETING '00. • 1/4"Q-20 x 3/4" 6ffoRE RrvERNc .*S4 TIMPSCAEN 1 4"95-20 RNNUT* * SOMS 9444 A WAMM(2024-T3 ALLOY)LAM RANGE 710" 622• sKw NUISET.PART f 0820.AS mwa:ACTURE,O BY AVDa PLAN `� FRONT n VATIOw HV MALE 'T' L C 566 CHERRY TEOORN.PAFtSFPW.FEW Ai MV 07054 OR EQUAL. 'LOCKER FOR 'j' LOCK CENTERMATE QUALIFIED FOR USE W HV BLADE � ONLY � HV FEMALE 'T° LOCK CENTER�tE � �fV pT" LOCK � HV ALTERNATIVE LOCK 6463-T6 ALLOY AND TEMPER QUALIFIED FOR USE gUAt.1Fi£D FOR USE Wj HV QUALIFIED FOR USE W/HV BLADE 1�ONLY QUALIFIED FOR USE W/ HV BLADE(1�ONLY yy UA FLEDBLAO ONLY. BLADE 1R ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE L917 t 917' RI- O tt 063" 9n Q TNUMBTUtN .214"- 3 ,452' " CYUNDER OR .214'tO • KEY CYLNDER .545' n Q3 !jp CENTERM 0.675'Mai TELA.W/NO LOCKI G ROD HD CENTERMATE /'LOCK QQ { •40 m 0°0 o a 7 .125 Max QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED FOR USE W/ HV BLADE 1 & 1 . 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER D x INSERT VARIES,12'WIN. QUALIFIED FOR USE W/HV BLADE(D&QB 1/4'r-20 u OR 3/e10. .130" 6063-T6 ALLOY AND TEMPER AMUL. OSORM *1/2' TF 7HUL 7FM =RN OCYUMDERR KEY CYLINDER ® LOCKING RODD NO LOCK -- -- - °QUALIFIED FDA-USE- W-HV BLADE TQ ---- HV`3i"8'56=18 ACETAL-- --' - 1/4' �--2d AI$ ,O Bt'REGENT NAREXYARE MORRSE LOCKS SEIilES 2333 tiQOK BOLT Loac. 6063-T6 ALLOY AND TEMPER -�• - -- -- - - -'_--�- ,CC�� (HUM ��({�$ - U "QUALIFIED_FOR U5E W/ HV BLADE A QINSTALLATION WILL REQUIRE A 7/16' HOLE QUALIFIED FOR USE W/ HV BLADEQ QUALIFIED FOR USE W/ HV BLADE(D - - - .DARILLED AT.TRACKS FOR PROPER EMBEDMENT— - FLOR11 IAHi h Velocity Hurricane Zone '"1r_ .VIR A. j `-- - -' -- -- - - -_- =-« - -- - -- ®2015 EASIFRN.METAL SUPPLY,INC. �,"............. aBERTHA HVTM 10LE 7—c O �N . A�S�S�A� Accordion ShuttCr System N.Y.BLaoE gi W/aI W/p FLV.wNDoW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems M.No Disal,Pim" DATE DRAWN BY: M.L ' • (�y. '* Association Inc. , 0lD 11-133 !1011 DATE: 04 10 Is G 0.755 N.W.36th St.Sta.1 Y.Fft G(305)3.FLORIDA 331 • / / Phono:(305)671-1530.Fox:(305)871-1531 4268 West Roads Drive t DRAWING No R OR;� r' s` e-nm1E 911eco0aoisom West Palm Beach, FL 33407 3 IS M i FB-00067Y9 Phone: (800)432-2204 . Fax: (561)209-8380 3 �,�J—�$I� �•"=• . WALTER A TIWT Jr.P.E. FLORIDA Ue p 44187 sSHEEP 6 3 OE 20 SHUTTER ASSEMBLY SCHEDULE FOR HVHV LADE P 41 3/8.0 12r0 E 1625 4 • O' 1A 1675• - ® HV BLADE 1A 3 FN m OOW BLADE. 0625' &ONON y_x .0825 .0625' O BLADE .1875• Y ® HV LONG RECESSED NYLON BUSHING ox KNUCKLE •0 OPENIN '0825 0.06 5' cy� 11 (TYP) ® ij HV SHORT RECESSED NYLON BUSHING �' 3 R1. ® HV NYLON HAT WASHER O OR ® FLnr PORnoN // 3 50• ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16'THICK NYLON WHEEL I i 3 a 2 7/6•MIN. Nv WINDOW fill 315.0 CtFAR 0.188"0 AISI 302 SERIES S.S. RIVETS sBETWEEN �' 3. - ® HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR I c OPENIBLADNGS ON c 3/46 9,(=YY ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 47�• �4 �^ C2�11//4 E J5OFl�Anan ® POLYCARBONATE IMPACT RESISTANT HV WINDOW F BETWEEN TYPICAL HV WINDOW BLADE AND I I 3s , 3 POLYCARBONATE W WINDOW DETAIL (D OR ® ( Q or N.T.S. REOufRE1�NEA I (D OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12•MIN.c CE RESINS, UV-STABILIZED GRADE OR SABIC >kff AT i I i TO BLADE B M (SEE NOTE PLASTIC SHEET 19).103 RESIN I � I QOR ® (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® N'4 11 IFOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1DORPOLYCARBONATE SOURCES FOREXTERIORHV ® BLADE. TYPICAL SHUTTER ASSEMBLY `pPj1�Trani vxoavrns SDmny+oR ATAT(2) HV PIN ® MAY BE USED IN LJEU OF®AND ONLY AT NV PLN®oE%TEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q oo324• BLADES KNUSPE rnaxrc ASTu a Ts aDu mnW oou mM(SEE NOTE BLADE WHEN CORRESPONDING TO INSTALLATION 11 SHEET 7. REQUIREM TIP. r Tot=Y01D STROCM ASN D= 9,400 P..L 9,900 P.J. F1EXUR&SI16710111 AT Y9Tn ASN 0790 12.500 P.I. '3.400 P.eL (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® F1ExUR&PmowD's AM Me MOM P"L 3/5.000 P. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, W> 9 nrlAcc SHEET OO NM04ED 120e ASM m36 15 FT-lb/i. 17 FT-A FSE MF&Vn WHEEL CARRIAGE DETAIL slow CNIs'r AS>w�3 i72 A 61S'MAX N. ASSEMBLY LAYOUT PATE OF WPANG ASTM 0.35 C-1 CL7ss o-1 CLASS TTT.S. SELF M"M ASPM DID" 1010'F M 7 Am 0155 WrAE STRMM AFFM MT1,033C ASPM®e 5302 Pa 8990 PaL MAY BLADE SOLID & HV WINDOW BLADE DETAILS ' ""`" '° �"'0° °181 P.L. ®°°'L N.T.S. FLi h Velocity Hurricane Zone ,�1 •• ,;2 ®2015 EASTERN METAL SUPPLY,INC. AZEEiirsF%% _ BERTHA HVTM A Accordion Shutter System L E .S.S.A. CO N�. tLv. BLADE#1 W/OR W/0 H.V_WINDOW BLADE American Shutter Systems RE". DESCRIPTION DATE DRAWN BY: M.L //• /�- 1TILL1T TESTING k ENGINEERING COMPANY TF OF -F Association, Inc. i OLD 11-197 /10/1 DATE 04/10/15 tLw.36th.St-Ste 305,VIRGINIA GARDENS,nOROA 331 Phone:(305)871-1630.Fax:(305)871-1531 4288 West Roads Drive 2 �T e- 1:tiff—a Loom West Palm Beach, FL 33407 3 .•• DRAWING No SJOq�`,E1 `FWALTER 19 P.E.' Phone: (800)432-2204 . Fax: (561)209-8380 4 15-080 P.E.SE!CJSKNiAA1R( Tf FLORIDA U.@ 44167 e 4 F 20 r' r J' �' NOTESI O LOCKS AND CENTERMATES• 01"+�a® -a- 1.UANj,Li;jf tY CONDITION ft ONE HV LOCK 0 or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN-0. +� OR 12'ABOVE OR W 2 OF$NUTTER SPAN FOR SPANS UP TO 105',AND FOR INS! TIONS T ANY A e tc t s T a vy°`�•� ELEVATION.tN LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED To OR CINTERMA'IFS W/(2) 1/4'6-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON -TY'PlCAL'SHURFR£LLYATION. 2. CDNDMON 12 FLQ4$(�3GJIM 6.11JAMPO LS. Two HV LACKS OR OR ONE HV LOCK ' OR W/TWO LOCKING RODS�5 AT TOP& BOTTOM SHAl1 BE SED F R ANY SPAN AND IN AL1d'RO AT ANY ELEVATION. tb a HV LOCKOR®SHALL BE ATTACHED 7O -OR 12? CENTEI MATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION fl.LOCATION OF LOCKLOCKS AS'APPLICABLE SHALL BE PS INDICATED ON TYPICAL. SHUM ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE J3 ON-SHEET 12. 3.�7 f! __, LOC OR RAY 1BEgUUSSED%SQA INSIDE. E. PERFORMANCEIDELOCK.FOR SECURITY PURPOSES4 Up To TWO HV CONNECTION O LOCKS To CENIERMATES r� I� 4 9-19.�` as OMIA�N OF BLOCKS SHALL BE AS INDICATON NOTE ED ON ABOVE. SHUTTER ELEVATION. 4. +Ir _MI/nyQ_H V LnrxS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE _ n \ MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). tYdp ; 5. •ONE HV LACK I& @ SHALL BE USED AT CORNER CENiERMATES FOR ANY SPAN 1sT b AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, 3' ATTACHED.Tt3 CORNER CENLEH'B.tATE w/(2} 1 Jj4 6-20 x 11r LONG FLAT HEAD B.S. M.S.TWO LOCKING RODS AT TOP &BOTTOM SHALL BE USED. LOCATION DIF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON MEET 12. IN!T TIONS AT ANY ELEVATION.. AL NATE LOCK��IAA Bf USED AS AN NSIDE OR oRiTTsTDE LAK AAT'fACHMENT OF 1/4'fe-20x3/4'SS.THUMBSCREW TO Oft®CENTFRMAIES SHALL.BE MADE'W/ 1/4'6-20x3/4'AWA. RVNUT AS SHOWN N SECTION HVE, SHEET 8..OhE LOCK SHALL.BE LHSED AT 1J2 OF 9tUL7ER SPAN QR TWO LOCKS AT 1/3 OF SHUTTER.SPAN. SEE END 7. Mi CONDITION jFOR KEY1S"TDMc' tnlno3 NST HAMA ONE HV LOCO or or®SHALL BE CONNECTION USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR '12'ABOVE O$BELOW 1/2 OF SHUIFER SPAN FOR SPANS UP DETPIL5 ON p p p N 1 J K L M P q x y w (x TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. IHV LOCK®or 0 or®MAY BE USED AS AN INSIDE OR SHEETS 10& OUTSIDE LOCK.ATTACHED TO @ or qp SYMMETRICAL CENTERMATES W/(2)1/*'-20 x 1/2'LONG FIAT HEAD S.S. 18 TTP.FULLH ,,,,,,,®.� M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION,ELEVATION, USE OF LOCKING RODS®W/ HEIGHT.' OF CORNER OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE * O C D ��®�®•O4e®°R 10+®aa 1. FU ". ED ALLA17ON AT ELEVATION.AL ATE LAClN5Tq!!ED IBEUUSED.FS AN INSIDE OR 0 LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCK AS SHOWN ON SECTION HW,SHEET 9, WHICH MUST BE +@_ CONNECTED TO CENTERMA7ES 41,ND!�Wj 1,34'18-2O x 1 1j2'LgNG 5.5.THR£AOFD BOLT WJ 718'4 x 3/32* ----- ------_---- -_------- +,�°R YJoP1;J'-©a?—...------- --- WINGNUT OR W/ 1/4'0-20x1' S.M.S. W'TO A 1/4'6x 5/8'RIVNUM LOCK MAY BI; NSTALLm AT MIDSPAN OR 12* +�gax�+w�l19J+�ax�ax�*� *NOTES ON HD LOCKS & CENTERMATES• `— -— ---- --- 1• • ONE ALTERNATE HD LOCK(3)MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION Hv yocKs aR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK(y MAY BE USED --- N.T.S.- --_-_,. -- -AS AN MSIDE OR OUTSIDE LOCK.ATTACNMENr OF HD LOCK(�j TO{',i�IS W/3#8 x 3/8'F.1L S_.s.AND INCLUDES -REINFORCEMENT NSERL(A.AS SHOWN O!!�CDONS HOB=FHryv�B""-AND`fi't>C-HVC.SHEET XIO.-LOCK MAY BE-iNSTALLED A7 -- - +�jllNiiiiri,�'+ MIOSPAN OR 12'MAXIMUM BELOW OR ABOVE M OSPAN.RISE OF LOCKING RODS IS-CoM n Eri OPTIONAL -- - -- - - - CJIFWRIA HUROING h Velocity Ifurricone one t�T -- - -e�-� --- - --- — -- - -- -- ,��.•�.•�t� �.,*�: ----—_—m_2015.FASIERN_METAL_SUPPLY. INC. - - ' •;lk =1L k1 Y. BERTHA 0 HHYV. TM COINC. Accordion SfiSystem BADE WOR � S A.S.S.A. WINDOW MADE V1 f American Shutter Systems pEr.No DESCRIPTION DATE pRAYm ar; M.L .�f S' ,Ly �R TILUT TESTING & ENGINEERING COMPANY +*' S ltw.3611 51t_Stn SOS,VRG M agw0s.nDPoM 33tai Assoa{afionr Inc. i OLD 11-183 /10/1 PATE: 04/10/18 •': Phone:(30.5)871-1530.Fax:(3p5)871-1531 4268 West Roads Drive p a man®ice ys um West Palm Beach, FL 33407 3 DRAWING No Phone: (800)432-2204 . Fax: (561)209-8,360 15-080 . "4!•rrrrvrH''rt, WALTER A.71L1lr Jr.P.E 4 P.E.SEALJSHGNATLIRE/DATE FLORIDA Ua.144167 5 SHEET 6 5 OF 20 POURED CONCRETE POURED OR CONCRETE BLOCK POURED CONCRETE REQUIRED 1/4'0-20x3/4'S.S. CONCRI REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS REQUIRED SEE SCHEDULE ON (SEE SCHEDULES ON W/1/4'-20 CONCRETE ULE ANCHORS SHEEP 13) SHEETS 13& 14A) NUTS 4D 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. I. --_ t 2 OR® O Min. 1/4.0-20x3/4'S.S. Min. -- 17 OR t$ EQ 0 MACHINE SCREWS EQ EQ USING 1/4'-20 NUTS _ _ t9 1 2' -- 0 12'O.C. t/ E.D.. /2. 250'Max. -' 13 OR 5 D• y 250• O , \ I .250'Max. � i Max. OPTIONAL I � I I I i i j OPTIONAL ED i MN.SEPARATION � f TO MASS MIN.SEPARATION ' I I TO CLASS �111fCRBIIDE(1�IEAENTDi (SEE SCHEDULE O --OOR ®* i N , t IXISTING I ON 9¢tT 19 FDR MIN.SEPARATION ANG--! SHEET 11) � i OUSS---i gO&® I I TO GLASS I• I' t GLASS ,. (SEE SCHEDULE SCHEDULE ON ExISTI SHEET 11) I f ©H BY WALL HEADER INSTALLATION V WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION MR EXISTINGEXISTINGTO CLASS(SERE I --0OR ®� G � I , t EXISTING MI TO EPS ON 1 1 FUR ON SFkfT Ii I . GLASS GLASS (SEE SCHEDULE 0 11 POR EON IF rh I MIN.SEPARATION , SHEET 11) ON SHEET 19 ' a` i (SEE SCHEDULE ON i 9MES lO& _ SHEET 11) f OPTIONAL ' E * Max. OPTIONAL �i 1/4'Max 13 15 D. __ 19 TEQQ_OR® — — 1/4'0-20x3/4'S.S.--- PHIWPS TRUSS HEAD 4'0-20x3/4'S.S.PHTLUPS NCRETE ANCHORS 1 1$ MACHINE SCREWS USING CONCRETE ANCHORSUSS HEAD MACHINE SCREWS 1' 1/4-20 NUTS®12'D.C. (SEE SCHEDULES ON W/1/47-20 NUTS 0 12'O.C. (SEE SCHEDULES ON Min, POURED CONCRETE SHEETS 13&14A) POURED CONCRETE SHEETS 13&14A) OR CONCRETE BLOCK OR CONCRETE BLACK CONCRETE ANCHORS REQUIRED WALL REQUIRED OD BY WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCR SHEETS 13&14A) OR CONCRETE BLOCK WALL REQUIRED EQ HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS, INSTALLATION D ETA I LS W/ ( 1-SEE SHEET 4 FOR TYPICAL SHUTTER * D. EDGE DISTANCE ASSEMBLY (SEE SPECIFlCATIONS ON SHEET 13) 4 SEE UM ATIONS OF USEFOR 2-MOUNTING SECTIONS CAN BE COMBINED BLADE ON SHEET 19 (1HV B LA D E IN ANY WAY TO SUR ANY INSTALLATION. 4T BUILDING igh Velocity Hurricane Zone 4 ®2015 EASTERN METAL SUPPLY, INC. cEN sE BERTHA HVTM =1L C 0 .11111C. Accordion Shutter System `. ASSAH.v MAX#t w/az w/o KV.N1NDOdV MAX i Amerleon TILLIT TESTING & ENGINEERING COMPANY Shaffer Sysfiems Rev.Na oEsavn aaN DATE DRAWN BY, N•L /p'•..• T�;' ` 6355 N.M.36fh.St.Ste.MO.VIRGINIA GARDENS,FLORIDA MIG AO�oClaflon. Inc. f an 11-103 14/10/15 DATE' 04/10/15 Phona:(30.5)471-1530.Fax:(305)871-1531 4268 West Roads Drive 2 —all:UTf weed.com West Palm Beach, FL 33407 3 L6O No Fs$10NAL�,,r WRIER AOD06713r.PE PhonD: (800)432-2204 . Fax: (561)209-8380 4 80 P.E]enySIGNATURE/DATE FLORIDA Ue.d 44167 5 6 20 POURED CONCRETE ANCHORS 1 CONCRETE (SEE SCHEDULE ON SHEET 13) � o"WM�1 i -•--•-I OR RIDUIRID J{ EDGE OF 11pNlE 1 i ._ _ -- _ �toaImE t , SLAB IF 1 W S1fEF 18 - ' APPLXAL11E E705R�NG' �1' tiAE4 - _ i EDN SFPNMTxN I G1AS5, 1 _ \ EXISTING i n? - h m SSS 1 '✓ i ALI AER?ANCHOR i I (}10+1,1'/4'NO( G•ASS -i I t11) tte I 1 1 LOCATION ` WASHER HEM i TE,SCREWS® ( 1OR �. 3/8 EaIL..• 12'Q.C. i i) t' EXISTINi iE 11 i c i 3/8 CONCRETE ANCHORS I G0 I ,I 1 11 + 7 (SEE SCHEDULE ON 1 SHEET 1 8 ="G EDGE OF 1/ t11 EDGE OF 1 I IF SLAB IF /1/2 1 EDGE OF I SLLABB OF 1 APPLICABLE. s7rouE APPLICABLE •ff,0. SLAB 9' APPUCABLE APPLICABLE 11 FOR SAM ILtn to t OR O 'RED-/" POUR® i ar+fs(Qs Qy CONCRETE _ - CONCRETE It ' REDUIRED D. D. REQUTRm FLAT HEAD CONCRETE ANCHORS CONCRETE FIAT HEM CONCRETE ANCHORS • (SEE SCHEDULE ON SHEET 14) REQUIRED ( SCHEDULE ON SHEET 14) 0 HV CEILING INSTA I ATION (D HY FLOOR INSTALLATI,gt ©HV WALF4-OVER ANSTALLATION. I1 RT ENCH INSTALLATION IAI1D ONLY FOR UP TO+70, -75 PtF AS.D. DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE J4,SHEET 11 . 1 --� 'CONCRETE ANCHORS , It'—LsazIy.RNG (SFE SCHEDULES 0 D(6DNG—i I G,,�,�i MIN.SEPARATION 1 I SHEETS 14&14A) 'l GLASS iTO GLASS EXISTING 'EXISTING WILL SUMARAM(SEE SCHEDULE 1 S GUESS--, MIN. SEPARATION O a CLASS ax SEB•11 ' 11 TO GLASS T i'—(SEE SCHEDU2E I I 7f4re uw 1 1 l I-MAX SHEET i l I 1 1 ) I Tf3TIL101DfY,aR I/4'0 FON77S 1 4• YT. - FASlBH76 TN'POtt AHQMf6 W/ I , 3 CR )g t 3/47 MDL EiOEDIAM O i " 1 H 10 J/4'H[Jf LLC.FOR UP TO C-O'5FM AND 1 bREt i 1 WASHER HEAD 4'a.C.FOR 9PA6 LARGER npW j14x3/4" HET(HEAD i i 1 8" TFX SCRENS C-0'UP APPLY TEK SCREWS O 9"O.C. 1 O 12"-D.C. _ I, ; SFNAMf AT.101=LEAD OR 1/4"p-ZO S.S.W.S. i - CONCRETE ANCHORS _ 6 +Aja 5f j14x3/4"S.D.S. 1 8" 8 )1 ")('�NOTE tt 3 1j2' W/NIJC O 9'O.C. i (SEE SCHEDULE ON- 1 '....11 O 9"•0.C. 1 j4 t MAX: SHETT'14) OR @m III 1' B' 1 7 8' 1 1 17 1 H 1 1/410- H NS t/�'r-20 Ntrts CONCRETE ANCHORS NOTE 13{b) 14x3/4,"F"H.S.D.S. O'12"MC. D POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 O B'O.C-. ;•'; OMM NON STRUCTURAL - .D OR CONCRETE BLOCK SHEETS 13& 14A) - SEE NOTE 13(b) - m' 2.00"MIN. WµL TRIM(DECOftA7NE _ — REQUIRED _ POURED CONCRETE ON SHEET t ... ;:'.1.,.• E:O; 9W OP770NALPOURED- ___ EDGE OF K_-.HV WALT. LOOR INSTAR I eTIA1J OR CONCRETE BLOCK - ` 2;C.;tAM•:: .; •�. CONCRETE"' _- --_ SLAB=IF= F REQUIRED •:, y., �OONO+RM REQUIRED __-__ APPLICABLE a HV RAINGUARO 1NST ILLAT(O,N t Q HV MALL WALK 'Q KEYSTONE MOU1RV INSTALATION ..�..-.___-�.,._. YAXYUY ASD.OE9C71 PFIFSSUI&:t64:72 por �4 DISTANCE __ "_ _ __ _ 'THIS'INSDII.IATION SHALL BE '� __ _ ___-,,,� _ __ _ _ _ _ uAx9tt7u SFATTLE7t SPAN e'-D' ID�YHEEf 4 FOR TYPICAL SHUTTER {SEE SPECIFLCARQNS ON SHEET t3} 'REIdOVA�E`WHEN PFTiFOlLE DOT BLADE AON$F{EETU 9 FOR � STALL.Ai'IC)N-�DETAIL-S 1Kf t-IN—'-BLADE - ADACENT TO AN OPERABLE EXIT 2-MOUNTING SECTIONS CIN BE COMBNED OR ENTRANCE - - __ N ANY WAY TO SUR AW INSTALATWN. Iliii��,• Hi It Y81aC(t Hurricane tone 4411 ti, 0.2015-EASTERN-METAL-SUPPLY,-1NC. v;:Ri ~. r BERTHA HVTm - -- IME CO.�__ING. A■ ■S■ Accordion.Shutter.System A■ H.Y.RADE#1 Wf 0R W/O KV.VAN70W%ADE T1WT TESTING& ENGINEERING COMPANY American S�hyutter Systems ay. -DESCRIPTION DATE DRAWN BY: M.L. 9733?M 3W1:St.Ste.Say,NRGIIM GARDENS.FL.ORRU 371 Asse6iationx lite._. 1- - CLD 11-193 fsa/1 DATE: o+/to/ts ......... Mon*:(305)871-1530.Fox 1(305)871-1531 4268 West Road$Drive " It, , EB-Of`DOst1s� West Palm Beach, FL 33407 3 DRAWING No. , Phone: (800)432-2'204 . Fax: (561)209-8380 15-080- Phone.�SSIOWALTER A TILUT Jr,P.E. 4 P.E�3PAkj4j;1tl4iE/DATE FLORIDA Lk Y 44tsT 3 6 5H 0 20 SEE END WALL CON ECTIO&M S EM 10 & Ift NOT T INSTALLATIONS W/ (I HV AN ALTERNATE AT LOOKINGLOO Roos©,Lr LOCKS®ar OUT 0' IN , �Ewsnnc ctlSs **E MACK D Nv LOCK IS On FOR s. .. - !�/ BLADE W HV CENTERMATES 11U1DE SLACK DETAIL ON WITH H BL FOR All. CE71>ERSV�TES APPUGiION W1iH BUOEQ7 ORSEE END WALL CONNECTION —— EXISTING;GLASS DETAILS. ON SHEEUS 10 I ©+O ——_—__— ——— ———————————————————— O ® © ® ® O 3 1/4• 7• 6 1/2• 7' 2•><211/8•x0'-2' $ + as 9+ a+1 + cJ a+ 9 (sos3-re 1V0 ACON I OPPOSING SYMMETRYCAL ANGLE w/(z) 1/4•m CONCRETE 1/z• aH®+® AHdtaRs To coNrxtE1E I CENTERMATES � CENTERMATES �-�yc Mw.SEPARATION a toil/z'OSop )� JIW/4's.M.s o 12• W/ HV LOCK IL o ¢5) HV OCK L or �1� (EEE scNmSS ON (4.)#10.1/2' )S AT EACH AN(iE(IYP) .I O.C.FULL LENGttr. - Z * SHEET„) 5 IN a� 60 5 1 90, * 1 I 1 --- ®�®� OUT. ® w * HVC HVA HVB ®aR®an©+/07�a @.(1j0�q«®°A EXISTING GLA55 POURED CONCRETE OR 10+®�! +-�+ t—— ———— REO ED BLOCK WALL ®°"� �°®`®" SYMMETRICAL T 6 © � Isnnc + 76. « 7 + GLASS®+®00.Q9+ O9 �IX,SIIN CENTERMATES IN ®+®°'+Q+®°A®+®`" MIN:sEPARnnoN �k ro CLASS rJ _ —J CLASS b 1 W/ HV LOCK ¢61 OPHONAI- EE SCHEDULE 12) ON Mw. -- — "°©+® * (INTEWOR) ®+®aR O+®01�+�a'O SHEEP 12) SEPARATION TO GLASS OPTIONAL (ONESHCEE�1� IN _ (INTERIOR) —UT] ----------- ------- ---"------ 0 U T CONCRETE Ij ANCHORS 1 1 VAR, 1 16'O.G _- 1----- --- - ®m 2 * 3 VARIES 9p' * ® v ®a 1•I•A Q U T 6 1/2•MAX SLACK cE>RERwR HVE HVF** HVD KOR11 A BUILD[% CODF(High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. G E BERTHA HVTM �� 44 s7 ••* 7T71L77EA S S A Accordion Shutter System C O INc. �[ H.V.QADE#1 W OR W/0 H.V.NINDOW RADE Z' American Shutter Systems REV.Na DESCRIFn0N DATE DRAWN BR M.L ••• Oa, �+ TIWT TESTING & ENGINEERING COMPANY Q :•Z' Association, Inc. 1 OLD n-193 /10/1 DATE: 04/Io/15 O 679e N.W.38th.SL Eta 703,vsnaw C•1RDF1L9,FLaRM 731 • 4268 West Roads Oriva 2 �Of1� Phone:(305)871-1530.Fax:(303)871-1331 DRAWING No f� a- 1 te a.— West Palm Beach, FL 33407 3 .yi.••r• EB-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 a 15-080 WALTER A.TRW Jr.P.E. P.E.SEAL/SIGNATURE/DATE - FLORIDA U.B 44167 8 SHEET 6 8 OF 20 ALTERNATE L O " " LE ALE "T" LQC S CENTER ES di OtMERS 1 Hsm Y D am MAUS CIM SHEETS"1 18 INSTALLATION nt HV SLADf OUT SIAM(D =QUM HW.+xaQum ON sreEr m, W� HD CENTERMATES Ear O O,b° •®� � A7 a mmd a ,� �, . aa7NiATED Ott 1,76 1#,,tYr.,mkY mss wDN THS Xt - __.. - .. �. 0:�a�• ©:�°" �FNNp l6rui cowt4eenoN SHEET, SEE mu .vxasAM U(2 i6vvaamTO CONCRM , - NN1 s rotua ; i,au/a'smsot� ----------------------------- ---- * (oPnomW ! F 34*HY »T» PM (+)N.V. .r cm,N aE D.C.tum.t0ma FIN (4)H.V. I N 3 5 3O GLASS LOCK (INSIDE} 1 ') a a as Ptt+S(TYP.) 1 - — — ----------- -- -- * — - — -- 5 1 2 1 a OOT 31 aR 3 31 0 31 at: 2 8 31- * _ SEE moire s F 2 1/4» 0-24 x 1 1/2" S.S.M.S. —HVCaR WEocx(3�. W/ 7/8»0 x 3/32» WINGNUT. (aPriaws.}HO8-F� Ol1T HOG r 9HV »T- LOCK (OUTSIDE) SYMMETRICAL.HD CENTERMATES SY(dMETRICAL HD GENT RI:IATES 4Y/ 0! /CK (EXTERIOR) 1j9! 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Fox: (561)209-8380 4 1 g-080 ' WALTER A.TILLIr Jr.P£ P.E.SEAI/S MTURE/DUE FLDRa1A Uo.d 44167 s SHEET 6 9 2 POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE, OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED �EXISONG GLASS �MSONG GLASS CONCRETE ANCHO fi O.C. �EXISNNC CLASS IAN.SEPARATION _ 2'MIN E70STING GLASS TO GLASS -F 1' — SEE MW.SEPARATION 2'MIN. MIN.SEPARATION SCHEDULE ONSHEETi MIN.SEPARATION ' ro GLASS(SEE 11 FOR FLAME®AND ro ' �(_ TO GLASS(SEE ED EQ ON SHEET 19 FOR 17 Bl SO4EDULE ON©LVA 1/16'x3' sCHEOULE ON SHEET MAX. 0&® i/�P�BLADE(D ' 11 FOR BLADE� W SLEET 19 FOR (6063-T6)CONT. ON 5FE77T 19 Fat (LOCATE AT ' 13PDE5 m& ALUM.CLOSER / BLADES m& 1/�• / BLADES O'& EITHER SIDE PLATE (LOCATE 1/2 1� AT ETH ER g") MIN - OF 5O) OF 4) 4-USE 1'OR 2'MAX. 1/2'MIN. $10s1/2'S.M.S. I INOR & (AS APPUCABLE)x2".1/8'x0'-2"#10x1/2'S.M.S. _—_—_ O 16'O.C. _— ALUMINUM CUP ANGLE 1 ' --- ` (6083-T6 ALLOY)AT MIDHEIGNT (1) 10x1/2S.MS.TO®& 4 ` (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X Fb EITHER SIDE OF®)CATS AT VOR & SIDE CONNECTION I OR & SEE DETAIL X FOR OR & TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION 6 7 m 8 0• m®m0 O QuO ®m ®m®m 6-Um a to.®m TO TRACKS m s. m a m o. ®'®'O O 0 s. m e 10 !�_ SIDE CONNECTION O ®" -®"©'®°©'®m TO TRACKS i •®m©'�©'®m 10•®°�®'®w®'®m t0'®m©'�©'®'� ©•7O•©m©•O7•®°' 6 7 • 6 7 ®•®mO ®m®-®mOm©•® Q•®a®:®m�.®m0®©•® END CONNECTION DETAIL END CONNECTION DETAIL(j) END CONNECTION DETAIL(g) END CONNECTION DETAIL POURED CONCRETE OR $REQUIRED ONLY FOR SPANS.GREATER 7HAN 12'-0' EXISTING GLASS CONCRETE BLOCK WALLFEXISTING 4 4. ---------- MW.SEPARATION g1 1/2'S.M. MOT.SEPAPXION TO SCHEDULE SHSEE SCHEDULE ON SFEEr ------------ B OR®OR�OR 1 MADE CONC ETE 1/2'MIN. 11 FOR RAM(OAND ______-____ON SHEET 19 FOR _ _ ON SHEET 1D FOR ANCHOR O HADES O&Q) 4 OR©OR�OR�OR� CONCRETE HADES 1)&® 12.O.C. ANCHOR 16' 1/2 MIN. It-L-1/2- 4 - MIN. --- Eq - --- B OR®OR0OR 2'MIN. 2"MIN. ♦ SEE UMATIONS OF USE FOR BLADE LA ON SHEET 28 �OR©OR(q0R(5 YIEW Y 5 i OR PLAN OR(j3 DR ®. ®mem©.gym© ,D•®m DETAIL POURED CONCRETE OR ©m®a©'OmOmO•®m 10'®m©'®°'®'®' END INSTALLATION CONCRETE BLOCK WALL 10 ©•Q7 .©m©•7O•®m REQUIRED Q•®0°®•®'�©•®m ©-O•©m©•O ®m •®m©•®m®.®m (1ZHV BLADE OR ff HV WINDOW BLADE INTO ® ®m®•®m0 ©m p.®m®•®mom.®mp CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 0 p-®m®•®mom ®mpm©���� 0 NECT O D 1 6 mom'® O CO E Hi h Velocity Hurricane Zone ,'IE • ' �� O 2015 EASTERN METAL SUPPLY, INC. ' ueFilis BERTHA HVT. ."V"T'rr. Ee o .. A.S.S.A. Accordion Shutter System i 6r N.v MADE#1 W/OR W/O KV.WNDDw MADE T1 IT TESTING $ ENGINEERING COMPANY American Shutter Systems REVY. DESORIPrION DATE DRAWN BY. M.L :•��� O Association, Inc. 1 OID 11-193 /1D/i DATE' O4/10/i5 eaa9 N.W.781(SL,S a.10.1,Y.F-.(-VS)9ktWEK%1-153WMA S71 �.�Q. Phone:(309)871-1530.Fax:(30S)B71-1631 Wast P West Roods 33 2 DRAWING No �-s� ...... • e--a:Uteca0ad.com West Paim Beach, FL 33407 3 �t EtiG ;••' vua7FlE A 719 P.E. Phone: (800)432-2204. Fax: (561)2°9-8380 4 15-080 P.E.SM /6 FLORIDA Uc.S 4x167 8 SHEET 6 10 Or 20 cr HED 4F k1, SCHEDULE L�2 SCHEDULE #3 SCHEDULE 14 ;NOTES: (1)L+: MAXIMUM ALLOWABLE SPAN FOR 4 �pRAT1ON TO GLOSS REQUIREEMENP5 MAXIMUM SHUTTI R SPAN OR "L-" (ft.) MAXIMUM SHUTTER SPAN'k AXIMUM.SHUTTER SPAN*`L+" (IMUM SHUTTER SPAN*"L+" GIVEN POSITIVE AS.D.DESIGN PRESSURE - RATING. FOR INSTALLATIONS W/ "L+" OR "L-" (ft.)-FOR R"L-" (ft.) INSTALLATIONS R 'L-" (ft.) INSTALLATIONS L_:MAX.ALLOWABLE SPAN FOR A CNQJ (1)SEE BELOW FOR MINIMUM SEPARATION TO ® QL®Or Or W ONE INSTALLATIONS W/ _ NEGATIVE A.S.D..DESIGN PRESSURE RATING GLASS-SCHEDULE FOR-SHUFIERS INSTALLED WITHIN ® &t�W/TWO HV OR dt W/ ONE HV LOCKS THE FIRST 30'-0'ELEVATION OF BUILDING HV LOCK or® or R or HD LOCK�W/ CENTERMATES` OR LOCKS OR TWO. " OR W NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED A7 BOTTOM OF SHUTTER. NO LOCKI ROD SS 0 CENTER & ONE HV LOCK. OR / SPAM FOR WALL-MOUNTINGS OR . W ONE HV LOCK W TWO LOCKING RODS OR® W/ NO OCKING OCKING RODS ®TOP/BOTTC ODS FLOOR/CEIUNG: -(2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS / ® / ® a� / ONE HV LOCK ®OR ® (VALID FOR MOUNTING Q]� INSTALLED ABOVE 30'-0'ELEVATION OF BUILDING, TOP & BOTTOM ♦SEE NOTES t,I� RODS *(SEE NOTES t,r,V SHEET 7) GIVEN A POSITIVE A.S.D.DESIGN PRESSU MEASURED AT.BOTTOM OF SHUTTER IS 3'. ® ( R ♦ SEE NOTES t, NC &WOOD maim CONCRETE&WOOD VAIMM CONCRETE FROM RATINGSCHEDULF_ MAXIMUM SPAN'L+" ° M �• INSTALLATIONS AYlJ7NYSD, CONCRETE'&WOOD INSTALLATIONS�.-.. - Asn-- 'INSTALLATIONS O 0 INSTALLATIONS O - oLSHN--- GIVEN A NEGATIVE A.S.D. DESIGN - WS M WALL MOUNIIH45 PR6SU(E PRESSURE FLDOR/(37UNG MOUt+ONG PRESSURE RATING,DETERMINE MAXIMUM 'MINIMUM SEPARATION TO 'ASS¢CHI-M1 F- _ FlDOR/CEIUNG ROOMESS PATH FJMNG OR SPAN'L-"FROM SCHEDULE. 6Anxo WALL Mot1NTINo MOUNTING (tea CFltdaa MOUNTINGS (P.nL) FLOOR/CFLUNc MOUNTING 1a - FLna MoONlula SUI TITER W/ ONE LOCK WTHOIJT LOCKING RODS (+as_) L+ (if) L-04 FIZ-3" L-( (+ -) L+ (6) L-(ft) L+ _) L t (6) L-(fl) L+ -) L+ (1Q L-(� FINAL MAXIMUM ALLOWABLE SPAN IS EO TO THE MINIMUM DETERMINED SPAN INSTALLATION W/ INSTALLATION W/ 30 13'-2' 18'-0' 16'-0' 30 12'-3' 14'-9' 30 13'-7' 16'-0' 30 13'-2" 16'-0' SHUTTER BETWEEN"L+•AND'L-'. c_YuuEmlr�� OPPOSING • 35 12'-8' 14'-10' l e-10' 35 11'-9' 13'-!3' 35 12'-7' 15'-7" 35 12'-8' 14'-10' SPAN CENTERMATES CENTERMATES 40 12'-3' IT-10' 13'-10' 40 11'-4' 12�-9° 40 12'-2' 15'-2' 40 12'-3' 13'-10' (3)PROCEDURE TO DETERMINE MAXIMUM 105' 45 11'-11' 13'-1' 13'-1" 45 71'-1' 12'-0' 45 11'-9' 14'-3' 45 11'-11' 13'-1' SPAN FOR COMBINATIONS IN BETWEEN 3 3/Be 4- WALL W/FLOOR/CEIUNG MOUNTINGS: OR LESS so 11'-T 12'-5' 12'-5" 5o 10'-9° 11'-5' ,50 11'-6' 13'-7" 50 11'-7' 12' 5', >105".TO MAX 55 11'-4" 11-10 IV-10' 55 10'-6' 10'-l1' 55 ]1'-3" 12-11 55 11'-2" 11'-10' FOR A GIVEN POSITIVE A.S.D.DE51GN ALLOWED 3 7/Be 4' 60 11'-1" 11'-4' 11'-4' 60 10'-3' 10'-5' •60 11-0 12'-4" BD 10'-2' 10-1 t' PRESSURE RATING:65 10'-lar la'-10" 10'-10' 65 10'-0" 10'-0' 65 10'-9' it'-11' 65 9'-5' 10'-1' DETERMINE a USE 2 1/Y FOR HD LOGIC OR 3��3+®. L7+=MNE:SPAN FOR WALL MOUNTING USE INDICATED1/2-FOR H�FOR 04%OR a 70 10'-6" 10'-6' 10'-2' 10'-6° 70 9'-8° 9'-8' 70 10'-7' 11'-5' 70 8'-9" 9-4' INSTALLATIONS, 75 10'-1" 10'-1" 9'-1D' 10'-S' 75 9'-4" 9'-4' 75 70'-4' IV-1" 75 - g•-g• L2+- MAX.SPAN FOR FLOOR/CEIUNG MINIMUM SEPARATION TO GLASS SCHEDULE. MOUNTING INSTALLATIONS. SHUTTER W/ONE LOCK do TWO LOCKNG RODS OR so 9'-10' 9'-9' 9'-7' K7'-i BD 9' 0" 9'-0' 80 lo'-O° 1o'-9' _. FOR A GIVEN NEGATIVE A.S.D.DESIGN WITH ONLY TWO LOCKS ; 85 W-6' 9'-6' 9'-3' "- 85 8'=9' 8'-9' 65 9'-9' 10'-5° PRESSURE RATING: g0 9'-3' 9'-3' 9'-0' 90 8'-6" 8'-6' 90 9'-5" 10'-1' DETERMINE $HIJTTER INSTALLATION W/ INSTALLATION W/ 95 9'-0' 8'-9' 8'-9' 95 8'-3° 8'-3° 95 9'-2' 9'-10' - Lt--MAX.SPAN FOR WALL MOUNTING SPAN N R QpF'OSING' loo 6l-s" 6'-4' 8'-6' 100 6'-1' 8'-t' laD s'-o° 9'-T INSTALLATIONS. CE TES CENTERMATES L2-•z MAX.SPAN FOR FLOOR/CEIIJNG 105 8'-7' •T-11' 8'-4' 105. 7'-11' 7'-11' 105 '8'-9" 9'-4' MOUNTING INSTALLATIONS. ,OR OI FSC 2 3/4' 110 -8'-4' T-7' 8-2 110 7'-8' 7'-7' 110 W-7" 9,-r MAXIMUM SHUTTER115 8'-2" 7'-3' 8'-0' 115 7'-6' 7'-3' 115 8'-4' 8'-.l 1' SPAN'L+'AOR"L-•FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQ ALLOW>105'TO MAX 3 1/4•'ss 3 1/4' 120 8'-0' 6'-11' 7'-10' 7'-4' 120 7'-4' 6'-11° 120 8'-2° B'-9' INSTALLATIONS INTO-WOOD 'Li THE MINIMUM BETWEEN 11+', "l2+", ALLOWED 125 7'-10° 6%_81 7'-8' T-0" 125. 7'-3" 6'-8' 125 8'-0° 6'-5' SHALL BE LIMITED TO 105 11-AND -• to USE 2 15/16'FOR FIV'T LOCK�®0 W/ 130 7'-8', 8'-5' 7'-8' 0'-9' 130 7'-1' 6'-5' 130 7'-10' 8'=1" Pte• DESIGN LOAD. (4)GO TO ANCHOR SCHEDULE WITH FINAL •w USE 4 1/8'FOR HV'T'LOCK Ea J W/ 135 7'-7' 8'-2' 7'-4' 6'-6' 135 6'-11" 6'-2' 135 7'-9' 7'-9' MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR LTV CENTERMATES. _ A.S.D.DESIGN PRESSURE RATING TO 140 V-5' V-11" 7'-3" 6'-3' 140 W-10" 5'-11 140 V-7" 7'-6- DETERMINE MAXIMUM ANCHOR SPACING. INSTALLATION LEGEND 145 T-3' 5'-9° T-i' 6'-0' 145 6'-8' 5'-9' 145 7'-5' 7'-3' 5'-7' 7'-0' S'-10' 150 6'-7' 5'-7' 150 7'-4' 7'-0' CONCRETE&MANSORY WOOD 6'-10• 5'-8' 155 ,8'-6' 5'-5' 155 7'-2° W-9,' ,•r •(..�•�/• CORNER""CENTERMATE#3 MAY BE ISO 8'-ll' 5'-2' 6'-9' S'-6' 160 W-5° 5'-2' 160 7'-1' 6'-7' USED Al'ALL MOUNTING•AMSTALIATIONS. LOCKING• WALL A,, C, D• E, M.N•O,P.Q,R,' ._.185_ _ 8_'-10' S'-1' W-8' 165 6'-3° 5'-1' 165 7'-0' 8'-4' SPECIFFlCATIONS SHALL BE AS INDICATED ON MOUNTING F, K& L S dU V. ----- 170 6'-9' -4'-11' -6'=7 5'=2'- -=170=_-=6'-2°===4'=11='=170=_6'-.1.1——8=2"_=MANDATORY_C0NWMON-$2-NILE-#5,_SHEET 5._ _ - --i FLOOR/_C�LIN_G_ 175 W-7' 4'-9" 6'-5' 5'-0- 175 6'-1°. 4'-9" 175 6'-9' W-0' MAXIMUM MOUNTING G;H;L-IT-+-J: T,-U,_W_&_X.c 180, 6'-6' 4'-8" V-4° 4'-10' ISO 6'-0" 4'-8° 180 6'-8' 5'-10' EXCEPT THAT MAXIMUM R INSTL SPAN'L+"IX2'L-'AND RCONCTE + M. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 185 6'-5' 4'-6' 6'-3' 4'-9' 185 5'-11" 4'-6' 185 6'-7' 5'-8' gpOK SHALL BE LIMITED AS FOLLOWS: -190 6'-4 "'4'-5' 6'=2'-"'--4'-T- —190-- -S'-10=--4 5"— ---190- 6'-V_ 5'-6' 1--.CONNECTIONS.TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.s.f. - _ 195 6'-3' 4'-3' -6'-1' 4'-6°_ "-�195— '-5'-9'- -4-3'-: -195— =V-5'= 5'-5' - ANt1..8'-D-_BPAN_ ._.-_ _ -- -- - - 1-._---H-V- Q L--A-D E- _ -. 200 6'-2' 4'-2' 8'-0' 4'-5' 200 5'-9' 4'-2' 200 6'-4' 5'-3' SEE MOUNTING WON SHEET 7. - �- _ - '- 205 6'-0° 4'-1' 6'-0' 4'�3' 205 5'-8' 4' 71�� ��� 8'-3 5'-1 h YeIDCI Hurricane Zone 't� _ -______�_�._____ _._ - - - _•_____��.�.__�__ _ -0.2O15.EASTERN..MErAL_SUPPLY. INC. �a�L •• vcElys• ��y: BERTHA HVTM *. IL EC O u,.. A■S■S■A■ Accordion Shutter System H.v. MAX#1 w/OR w/o H.v.NINDOW BADE •a 3q���;��-(L`_ 'i4 American Shutter Systems FwV.No DFsCMMG+ DA- DRAWN BY M.L uLAiE QFTILUT TESTING & ENGINEERING COMPANY AssocMionr Inc. 1 OLD 11-193 A110115I DATE 04/10/I5 S 0.6. :'Q em KW.36L6 SL.Ste.3W.VM"MAMENS,ROFUDA 33161 4268 West Roads Drive2 _ Phone:(3D8)871-1530.Fax:(305)871-1531 DRAWING No _ e-mctl:Nteco6aoLoorn West Palm Beach, FL 33407 3 ^S��NAL� � EB- 6719 Phone: (800)432-2204. Fax: (561)209-8380 4 __ 15-080 . WALTER A ILLI Jr.P.E. P.I-;E Uif A1'()42E ATE FLORIDA U.9 44167 a SHEET 20 :L ./:e ':y 1 7 .N. .111 21111111 kefil1 :11 1 F;wh/::a.U @1 1 F1 12 Im„/ ..11. kri;j A 1•:a si Z lli*41211111112 liz'1: :I•�b .a• p . -f . p O O L• p. sJl r;i] r.- .. r•l rl mil DDD©m���00�m�7�������m�mm��mm��mmm0�m��m00��®E7mmm mmmnoomo mmmmm000 mmmonoom mmmmnoon mmm000v©n00000®m .m®moomm©�ml�vv000mmm00000MI MIM...mmmmmoononoonon000 a�mmmnmmommmmmomommmmmmmommmmmmmnmma�nmmmm000nwx �mmmnommommmommmnmmmmmmmmmmmmm�annmmmmmv®n000000mm mmmomm®eaaammAmmmommmmmmmmmmmmmmnn®mmmmmmnmoonoomo a mmmnmmmommmomomommmmmmmmmmmmmmnnmmwl..."Mmonnnn. � mmmmmmmnmmimomommmmmmmmmmmmmmmnnnmmmmmmnnm000mmo©mmmon©nommmommmnmmmmomnommmomonnmmmomonol00000Ea©ol mmmOQmO�mmmODOm�mmOOOmmmmmQ]DOnnnmmmOp®OOKNEX OO �mmmmmm©n mm�noommn mmmmmmmm mmmmonnn mmu�eac�rmnn moomo®mn mmmmuvnnmmmommnnmmmmmmm©ImmmovnnommmmmonnolaoomoQo mmmmomnnmmmomoonmmmoomm©mmmmonnnmmmomm�n0000nomn mmmmovnnm®memo©nmmmmmmmnmmveannnnmmmmonnnmon000©n mmmo®nran mmmmoo®n mmmmmor�n a�lmmmnn�an mmmm rmnnn n00000®n mmmm®�neammmmmnnnmmmmmmmmmmmmnnet,nmmmoonnmm�nno©on mmmm©onnmmmnm®nnmmmmmmnnmmonnnnnmmo©onolnmoo©mmmo mmmm©nnnEMS mmnonnnmmmmnmonmmm©nnnnmmovonnn0000mo©n mmmm©onommmmmnnnmmmmmmnnmmmnnnolnmmmm®nnnnnomo®nn • �mmmo®nnolmmmmmnnnmmmmmnnn®monnnnn®mm©nnnmm�m©v®nn ,'p. - mmoonnnnmmmo<annnmmmmmnnnmvm®nnnnnm®mmnnnnnnmoo©no mmmmonnnmmmovnnnmmmmmnnnmmmnnnnnmmmmnnnnmoom®moo �mmm©onnnmmmn©nnnmmmmmnnnmonnnnnn�m©nnnnnmo©mmnoo mmm©nnnnmmmovnnnmmmmmnnom�©onnnn �o©nnnnmom©mono mmn®©nnnmmmo©nnnmmmmmnnnmmnnnnnnmmmnnnnnnomovono �mmonnnnnm®mnnnnnmmmnnnnnmmnnnnnnmo©nnnnnmo©omnno mmmnnnnnmmmnnnnommmnnnnnmlannnnnnmmmnnnnnmoo©o©no mmmnnnnnmmmnnnnnmmmnnnnnmmnnnnnnmmonnnnnmoo©mono �mmmnnnnnmmmnnnnnmmmnnnnnmonnnnnnmmmnnnnnno©a©nnn mmonnnnnmmmnnnnnmmmnnnnnmmnnnnnnmoonnnnnmo©monno mmonnnnnmmmnnnnnmmmnnnnmm��nnnnnnmmmnnnnnmonoannn mmnnsannnmmnnnnnnmmnnnnnnomnnnnnnmm�nnnnnoo®monnn mOnOOOnO mmnOOnnn mmnnnnnO7©Innnnnn�mnnnnnn OO©O�innn mmnnOnnO mmnnOOnO mmOOOOnO�]mnnnnnO�IDnOOOnO OOD®Onnn mmnnnnnn mmnnOOnO mmOnOOOO O©nnnnnO mOnnnnnO DDD©Onnn ' mOnnnnnnmmnnnnnRaml®nnnnnn�Onnnnnn0mnnnnnnom�o©nnn m®nnnnn�ammnnnnnnmmnnnnnnmonnnnnnmonnnnnnon©onnoln 0 . � � • 0 , � �mnnnnnnmm�nonnnmm�nnnnon�nnnnnnn®nnnnnnnmmn©noon mnnnnnnmm�nnnnnmm�nnnnnmm�nnnnnnannnnnnnm0®m©nnn � � � , � mnnnnonmm�nnnnnmm�nnnnnnmlonnnnnlomnnnnnnnom©onnnn mnonnnns�m0000nnmm�nnnnnovnnnnnnsononnnnno©©nnnon � . � moonnnnn mrannn nnn mnnnn�ano onninnonn onnnnnnn 000anonn mnnnnnnnmonnnnnnmlanninnnn�nnnnnon mnnnllmnnn oomnAvee /T,TLEc o inc. l 1 1 1 11 1 1 � m 3z�st,-1..215.wlnu MwJlvs.XIMA 311IT? 4268 West Roads Drive a © ��1o�� 1 / 1 A MAX. ER DBIGN NFC.�M LOAD AND AA O MMMM Mme, f0R m E RETAUADUNS *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MouNDNCS.C SHEETS 4.&H ON TS a&7) --- 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS' POMtRHx LroNaaTie _ MOMIN (A) TO EXISTING POURED CONCRETE(Min.fa-3 Imo MANUFACTURED AS SPAN QWALI.SIU.MOUNTING �CE{UNG MOUNTING H FLOOR MOUNTING � RS SP�t�f1 _ f/4'0 x�"ALL FOINTSS SOUO-SET ANCHHON WITH ADVANCED 7HREADFORM�ASO DISTRIBUTED BGY T ALL POINTS SCREW,SOLT&SPECIALTY WMPANY.(.f'c=3 tori) (10 A5.0.DESIGN NEOATR LOAD A.S.D.DESIGN NEGATIVE LOAD ASD.DESIGN NEGATIVE LOAD TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.MC(Min.Yo=2 Imo 30140160175190 120 150 205 30 40 60 75190112011601205 30 4D 160 175 190 1 t2D 150 205 THREADFORM TECHNOLOGY 1/410 TAPPER+-ANCHORS AS MANUFACTURED BY POWERS FASTFNIM INC.,AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 12 10 9 B 8 5.5114 12 10 9 8 a a 8 14 12 10 8 e 8_ 6- 6 COMPANY OR ANY OTHER APPROVED UCEMSED OR AUTHORRED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. _ _ _ _ _ _ _ _ - 14 12 10 9 8 '8 .6 6 ALL POINTS SOLID-SET (Min.fes 3 Ned) 14 12 10 e e 8 S 8 14 12 10 9 e 5 5 8 7a 12 10 e e 5 8 5 BLUE TAP W/CAP NOTES: /4 i2 t0 8 8 8 6 7 14 12 SO 9 .1_.I_ 8 8 14 12 YO 9 8 8 S 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 9 8 7 55 :5 74 12 10 9 6 8 B 8 14 12 iO 9 8 .B 6 5 7 3/4',AND FOR BELIE TAP W/CAP ANCHORS IS 11/2'. 4,-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. - 14' 12 410 9 8 9 -s SS T4 T2 t0 9 8 8 a 4 14 12 10 B 8 8 8 4b 74 12 70 -9 8 8 4 35 A2)MI4MUM ETd8FDM1?MT OF 1/4'0x 3/4'ALL POINTS SOUQ-SET ANCHORS SHALL BE 7/e'INTO THE POURED"CONCRETE NO EMBEDMENT 14 12 14 9 8 8 6 49 14 12 10 9 8 8 0 SS 14 Y2 10 B 8 8 8 45 INTO STUCCO.SHALL BE PERMTITED. i/4-0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND• 14 12 10 9 75 55 3.4 - i4 i2 10 9 8 8 8 5 fi t2 t0 9 8 7 S.5 4 •SER��OF U5E NIDA 1'MINIMUM FOR WADS WITH NO STUCCO. BLADE aN Sf4g 19 5'-0= - - 1 - - 7 - - - - - - - - - - 14 12 10 9 . 5 . 43 IN CASE THAT PRECW STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 8 9 7 4 - 14 12 14 8 816,515 3S 14 1 1 8 8.5 5 35 3 ANON{QRS SMALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAM WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1211019 8 75 45 - 14 12 10 B e B 4.5 4 12 10 9 8 8 4S 75 14 12 95.579 85 4.5 - 14 12 10 7S 55 4 1/4 12 10 9 NOTES AY)&A2)ABOVE.FOR 04STAUATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR - 9 8 8 6 45 35 b _ _ - - - - - - - - - - - - - 14 12 10 9 8 85 5 35 WSTgL1AD N INTO EFS WITH METAL STUDS SEE SHEET 28A. 14 12 1D 9 7b S5 3 - 14: 12 10.9.5 7 SS 4 _3 14 12 tl 89 55 + 3 - (B) TO EDOSTWG CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 8 6 - - 14 12 10 9 8 SS 5 &75 14 12 10 95 8 5 4 - - 1/40 TAPOON WITH ADVANCED TNREADFORM TECHNOLWY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDDL 14 12 8 6.5 55 3 - - 14 12. 10 9 8 85 45 35 14 12 10 8 7 6 35 3 -1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. - _ - - - - - - - - - - - - 14 12 10 9 75 85 4 3 - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MMUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 72 10 8 65 4 - -114.112 1 9 75 6 45 MS - 14 10.5 7. 55 45 1&5 - 1/$0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FAST043M INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECW.TY 14 12 10 E 5 7 4 1-114 112 110 9 75 S5 4 - 14 12 9 7 7.314.5 = - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SiSTEMS ASSOCIATION,INC. 14 11 7 55 45 - - 14112 YO 9 75 55 4 - 14 12 9 T 6 45 3 - 8'-0' 14 12 85 7 3 - - 1411218 65 65 4 3 - 125 12 Sb t 5 4 12 10 8 4 3 3- NOTES- - 7�MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 B5 79 8 - - 14 72 95 8 6S 5 - - 14 12 8 6 &S 4 ADVANCED THREADF{}RM TECHNOLOGY ANCHORS t5 i'. 13 S'S 85 S 35 - - - 14 12110 8 - 5 _ 14 12 89 7S EU5 4 - - a2)MINIMUM EMBEDMENT OF i/40 x 3/4'ALL POINTS SQUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOM NO 9'-O 14 B35 7S 8 4 - - 14 11 7 SS 5 35 - - 11 a M.45 3b - EMBEDMENT INTO STUCCO SHALL BE PERMIT=. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/T LONG MINIMUM SHOULD STUCCO 14 i2 8 ILS 45 - - 14 12 85 7 55 4 - - 14 SOS 7 5.5 8 4b - EXIST.AND 11'MINIMUM FOR WALLS WITH NO STUCCO. - S.6 -- 4 - - - - - 9 7 S - - = 14 ii 7 Al 5 4 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER TLE FOUND ON THE FXISIWG WALL OR FLOOR, - - _ - - - - - - - - - - - - ti 12 8 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINL%M.ANCHORAGE SNALL BE AS INDICATED ON 14 105 7 5 3.5 - - 13 85 55 5 4 3 - - 10 75 5 4 3 - - - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14. it 7.515.5 - - 14 115 9 6 5 4 - 2.5 95 6 5 4 4 - FOR INSTALLATION WTO DFS WITH META.SILOS SEE SHEET 28A &5 8 - 74 12 8 95 55 4 - - /3 10 65 5 4 3 11•-0• - _ - - _- _ - - _ - - - - - - 14 05 7 55 C5 35 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 S'S. 5 - 12 0 6 45 4 3' - 9 7 45 35 3 14 10 7 _ _ _ _ _ 14 105 7 SS 45 - - _ 15 85 55 4'S 75 - - - (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(CO.)VERSUS SPACING RELATIONSHIP FOR ANCHORS, 8.5 7 4.5 - - 14 115 75 8 5 - 12 B 6 45 4 12'-0' - - - - - -- - - - - - - 13 10 BS 5 + - - j�EQiSTANCE)MM SPACINGSSCHEDULE FOR ANCHORS: 15 85 45 - - - 11 B 55 4 &S - - 8 6 4 3 - - - MNOMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDMATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 35 9.5 5 - - - 13 9S 65 5 4 - - - 0S 8 5 4 - - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE 9Y THE FOLLOWING FACTORS. 9 8b - - 14 105 7 59 A5 - - 11 fl5 55 4.5 .5 - RET)tX;ED SPACING OBTAINED USING FACTOR SHAD-NOT BE LESS THAN MINIMUM SPADING INDICATED FOR EACH ANCHOR TYPE. 13'-0' - - - - - - - - - - - - - -- 12 9 6 4.4 4 - - .FACITM OS 8 - - - - 10 T5 6 4 3 - - - 7b 55 4 3 - - - - AL`IINAt WCDN 25 95 - - - - 12 9 6 4S 4 - - - 9b 7 5 4 - - - - EDGE W/'�ARQUID ALL POINT SOLID SET BLUE TAP W/CAP TN's N 8 a - - - - - - 13 95 65 5 - - - OS'7S 5 4 - - I'{Y BLADE OR DIC(AMCE MIN.SPACING MW.SPACING -- - _ - - - _ - _ _ - _ _ 11 8b 55 4S - - - _ ED. 3` 4' M3N.SPACING m 3 1/2' MW.SPACING=3' 3 3/4' 4' 10 75 _ _ _ _ 9 7 4S 35 _____ __._7_-5_3,5-_3_ _____-___-..� _ POILM COOME CQICRE E R= BRED CONCRETE& PCIRFD CONCRETE& FORM wam MwEIE am 15 e _ _ _ /t 5 65 45 - - 9 .d9 45 _ _ _ - _ O ---- -____EBL EIX-3-1/T-_MN.ED:•2.1/Y__ -MIX ECONCRR 3 itOCX _EDNt4fCI�E�D..B N MR En.31/Y MN.FS'.=2 1 75 - - - 12 9 a - - = os 'a s - - - - MADE WORKING 3` 0.BD 1.0 0.78 1.0 0.84 1.0 --_--_ 15'-0' e - k 65 y - - < ss 5 3 - - - F,T2 i/2` 0.81 1.0 - - 0.67 1.0 10 0.5 a .5- -- - 65._6__4_ _ - IN UNISON ♦ 2• 0.71 0517 - - 15 a5 5 - - - - -8'65 4S0.+Si6'-0' _ _ _ _ _ _ _ _ _ _ 10 75 5 _ _ _ _ _ - 1 f 435 4S _ - - - -4 - - High Velocity Hurricane Zone _'.-- ,1,1 ,.•�� �••J+ _. ___ _ ______._ _ _ _ _ _ 0 2015 EASTERN METAL SUPPLY.INC. �.�,, BERTHA HYTNI A S S A Accordion Shutter System �0.,Na. w ■ ■ ■ � * N.v. 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TAG SCREWS AS PER NDS 2012 SPECIFICATION& - 4.ANcmoRs SIULL BE RLSTAUM FOLLOWING ALL OF THE RECOMMEDNnARONS AID SPECIFICATIONS OF THE ANCHORS MANUFAMURER 1'-cVR FLOR11�A BUILDING CODE(High Velocity Hurricane Zone ,46 \ ,,t ®2015 EASTERN METAL SUPPLY,INC. r •v� 13ERTHA HVTM • S S Accordion Shutter System /7TI LECO 7N., ■ ■ ■ ■ KV. #{1 W/OR W/O MV.W(NDOW BLADE '9 _ •'* American Shutter Systems REV.No DESCRIPTION DATE DRAWN V. M.L (]� TI LUT TESTING & ENGINEERING COMPANY =0 .� Association. Inc. 1 OLD 11-193 /10/1 DATE 04/10/15 /�•'•. ;' 8330 N.W.36th.St.$ta.303.VROOM GARDENS.FIARDA Al Sf 4268 West Roods Drive 2 s Phare:(3os)671-1530.Fa::(sos)871-1531 DRAWING No ��A e-m 1 Nlec000d.com West Palm Beach, FL 33407 3 -.ANAL E 11' -®"0008719 Phone: (600)432-2204 . FOX: (561)209-8380 4 15-080 ,.�' WALTER A.RLLrr Jr.P.E. '''t FIARIDA Us.B 44167 5 SHEET P. ScAyS(GEdifIU�E/GATE. 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LUN.27i4'STUDS 0 16'O.C.-MAX.REQ'U.-- "-,STUDS-IN"ACCORDANCE WRH- -PLYWOOD,REO'D.-__ _ PLYWOOD TO BE ATTACHED'TO SCIDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. -- - -- - ---_ '- __ .~. _® 1NA11 SILL;�;"ITAIU►TIDN-- ------ - - - ----WITH SECTION 2322 OF THE F.B.C. ♦SEE ULLtfAiR1N5 OF U OF- _....__ .tS� 113=5/31• Tl4N i+000,A`Ct,(hY+' BADE 1A ON SHEET 1 - WA SI OWLINNG N h Velocity Hurricane Ione ' _•• ^ �•. -""« "'_. - - --_--- -----___�_. _ ..�___�.._—.,�- �._.®:2015.GASTmRN,METAL..SUPPLY,INC.- V ' �� BERTHA HVTM IL E C 4 ■�. Accordion Shutter S stem` A S- A yy �� ■ ■ ■ w KV.-B ADE Lit oR w/o Kv.w�rijoL�BLADE �/ OF 'TILLIT TESTING d ENGINEERING COMPANY AmerlCan Shutter. Sy3lenTs, Rum. DEMIPTION DALE PRAWN e/: N.L �'•.•i r'• Aw0clatlan, Inc. - t- OLD 11-193 /10/1GAM' 04/10/15 3 .OjlIDP,.•:• 8335 Kx.7aTR SL;Stu 309.vMM GiR0at5,nom 371 -- � 1+ Phona:(305)871-1530.Fox:(705)871-1531 . 4268 West Rooda DAve 2 Q '��`ylQy�1 /;++- e-nwl:Elt..4401— West Palm Beach. FL 334Q7 3 DRAWING No AL Fill 11 EB-0006719 Phone: (800)432-2204. Fax: (861J2oS-8380' 15-080 DAP • WALTER A TILLIT Jr.P.E. 4 .. - P.E.SEALL/SCRATURVaTE -FLORIDA Uo.f A4167 5 - SHEET 6 o as INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 8 HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE M ONLY SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING. E SHEET 19. FOR MAX SP WALL FINISH ASD DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4.6 TAPCON WITH ADVANCED THREADFORM pGE(IF APPUCABLE) = TECHNOLOGY W/1 1/2'Min. 4'x8•(Min.)EKISTING PENETRATION OF THREADED WOOD BEAM REQUIRED. AREA TO FROSTING WOOD STRUCTURAL ADEQUACY HEADER. 1/4.0-20x3/4•S.S. OF EXISTING WOOD BEAM EXISTING WOOD (SEE SCHEDULE ONSFr1 Min EET 15) " PHIWPS TRUSS HEAD TO BE CERTIFIED BY E TRUSSES OR INE SCREWS REGISTERED ENGINEER OR 1/2' 1/2' RAFTER 0 24' 19 EQ W/1/4•-20 NUTS SHUTARCHTER PRIOR TO O.C.REQUIRED SHUrfIIER t INSTALLATION. ® 12'O.C. 1/4.0 TAPOON WITH Q"i ADVANCED THREADFORM E05fING SOFFIT .257' TECHNOLOGY W/1 1/2"Min. 3/4'Max.T}IK PENNETRATIDN OF THREADED E1'.4'x1 8 CONT.ALUM.TUBE Max. AREA TO IXISRNG WOOD El >)14r3/4• /- i E 0 S.M.S. 6063-T8 ALLOI�W/ I (SEE SCHEDULE ON SHEET 15) PIKINAL ®6'D.C. 3)5/16.0 LAC SCREWS TO .•,,, ., I I 11 Or©or© ��{PAFTER OR TRUSS. I I 1 Of 1 Or O I LOCATE LAG NSCREWS DTH OF EXISTING WOOD 1I I MEM ER.(Y Min.NOMINAL WIDTH) -f]OSi1NG ACN 2•x4' 1 OPEN HOLE AT EACHW/B2'Min.PENEn7ATION OF EXISTING---1 HEADER REQ'D MIN.SEPARATION I CLASS EXISTING SND TO ACCEPT THREADED AREA VALID FOR GLASS IITO I 5/16"0 LAG SCREW INSTALLATIONS WITH 72 psf 1 (SEE SCHEDULE ON SHEET 11) GLASS--I AT CENTER OF TUBE MAX.AS.D.DESIGN LOAD AND 9'-0'MAX.SPAN.THIS I ux stTYmM T w slaw4a oN INSTALLATION IS ONLY VALID SHV WALL HEADER INSTALLATION Isamu w 941M I„ cFaavm°O o�so AAS DOUGLAS O 17 FSR„STM EXISTING . I FIR OR SOUTHERN PINE No.2, D"O&® ON s 19 M.�s 1 OR ®� I 111lg5 1ph 1 OR OR EQUAL 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY• 2 TMOUNTIYNG C ONSf CANANY w COMBINED � TOHV CEILING INSTALLATION OHV CEILING INSTALLATION I/NI TO o i OR �� I MIN.TO GLAD SEPARATION I I I MIN.SEPARATION I I I T��as[y�M (SEE SCHEDULE 1 EXIS�IT�N�G� � —(SEE SCHEDULEI ON SHEET 11) 1 �� G` I —(D&Q) II ON SHEET 11) I I GIASs----� �I I'�R I EC(ISnNG I 8 I I \ _ I WALL i LOCATION 3/8 Mw. � I I DECK REQUIRED° 1 FINISH I I 1/4" #t 0x3/4'HIX •.T1s., 19 D. 7 3/6 WASHER HEAD TEX (NOK ALLOWED) .t•Y, Max. SCREWS 8 12'a.c 2'x6•MIN.WOOD �•.:r:�.•.��, 1 OR DECK REONRED(NO �-� CE OF DECK © FINISH ALLOWED) IF APPLICABLE 2' 1' 1/4.%0x3/4"S.S. IF OF 1/4'0 F.H.TAPCON WITH 1/4'0 TAPCON WITH 1' PHIWPS SS HEAD ADVANCED THREADFORM ADVANCED THREADFORM Min. MACHINE SCREWSOF TECHNOLOGY W/1 1/2'Min. TECHNOLOGY W/1 1/2'Min. W/1/4"-20 NUTS 2'MIN. 2 MIN. DECK IF V PENETRATION OF THREADED 2" 2'z4'CONT. 'T• PFTIETPAMON OF THREADED a 12•G.C. APPUCABLE MIN. AREA 0 MLDWIDTH OF WOOD sly P1A1E AREA 0 MOMOTH OF WOOD 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY /%2 'E. PLATE. W/1 1/2'Min.PENETRATION OF THREADED AREA IWO WOOD DECK (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦EIBADE®o NSOF U79 OF O HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATIONWOHV FLOOR INSTALLATION FLORIII URi h Velocity Hurricane Zone i>.............. ©2015 EASTERN METAL SUPPLY.INC. ' �Q BERTHA HVTM iL 7C70 N�. A.S■S■A■ Accordion Shutter System FEV. RADE 01 W/OR W/0 H.V.WNNDON MADE *? /�,7�`•' American Shutter Systems M.N. DESCRIPTION DATE DRAWN BY: M.L. 4TE�F ••;� TIWT TESTING do ENGINEERING COMPANY ASsoalation, Inc. 1 OLD 11-193 /10/1 DATE 94/10/15 6999 N.W.36th.Se,Sta 303.HRGM GARDENS,FLORIDA MI 4268 West Roads Drive 2 Ph—:(30S)871-1530.Fax:(305)871-1531 DRAWING No ''' \ a-ma6:UNoco0001— West Palm Beach, FL 33407 3 : ......... ®-0006719 Phone: (800)432-2204 . Fox: (561)209-8380 4 15-080 A _ WALTETi TILUT Jr.P.E. PE�'SFAL/ REBATE FLORIDA Ua.9 44167 6 SHEET 6 17 OF 20 END INSTALLATIONS n HV & HV* BLADES 'INTO 2"x4" MIN. WOOD STUDS. 2W IDN. 1/4'0 TAPCON NTIFi [24.V .. �. _ 2'1e4'MDL (AS��STUM,) \ / XX MIN.WOOD WOOD STUDS vlwOED T 110HORN \ / TEFHNOLOGT DW SURDFX UDS REOD. 24x4'MN.WOOD \\ % (AS APPl1CABLW ANQIORS O e'O.0 STUDS Iwo. N/1 1/Y MDL THREADED \ / FINISH \ / PENETRA NO STUDS OR -' - I. \ . IN E)OSTNG GLASS {' PEN wEfRA7ION RI ITM�/2�•�X "16MG GUA 'I / ERSTDIG MASS E7DSING CIl59 tTI1/2'NN.Cox T PL 7 Lft SEPOPAINM m aAss(s¢ , 1/2•HON.ax -!aa greR�ala4 - ..m aA•s(sT>:- -- - -_ _ m aas(sg SLIEDLLE ON SNt33 - PLYWOOD. <+'.4: -4 •.. a ro GULS(5EE SCFEDLHIE W 9EET PLY2WOwOlN1:CD% SaEOIEE a.N sTEEr- 11 MR SIACE(DPlD 1/1543• .SO= ON 44T - °, ^. 11 FOR BLADEORO -'7/2 li fM SIDE®A`D ON SHEET 19 FOR '' (60&i-Te)COM. FDUS 1 1/r WK CDX 11 MR BLADE®AI0 SHEET 19 FEB ON SHHII l9 RR ON SIM 19 FOR aAOESO&O ALUM.CLOSER PUV=. aAo 0 WALL BADESO�0 BLnDEs©d� 1 2'MIN. PLATE(LOCATE 1/2 FTHSH a us:t•a awe AT E7(HER SNE YRI I PI.lna�I���AW-r - OF(D) - - 8f0.1/z'S.NS. -—'- - .. 07/ioery•sau ro1�1 10.1 2 S.M.S. •(f)1/4'1 TAIWX+ ote OIC. �1e as -—- 4 , as 1 a«oo'°wor M1 9alFI ANaI!!6 A WLR f'aG 5 4 IDrRD R L7�aDD o0.1 t OR®� 1 OR®� SEED DET/4 x 1 OR(0* - - SNE CONNECIION sFa DETAIL x POR. 1 OR®� ro TRACI6 _ 'SEE DETAIL xca'INE�P ®^(�-©•OHO-®•®' Aa®•©,Oati®,®� SNE WNNECTIQN ®-�•©•OO'•l'l-v,�•®� ro TRACKS - ®•®•®•®'©•®. TO TRAsxs ®a •OO'a0^�®� O®�� ®-©®' ©•O•©•©•70 ®• END CONNECTION DETAIL 90 END 'CONNECTION DETAIL SND CONNECTION DETAIL-© END CONNECTION DETAIL® E"snXo " *REautRm oNu FDR sw1+s GREATER Trow 12'-0' E785fWG GLAW 1/4'0 TAPCON WffH. 1/4.0 TAPCON WM. �GUSTa ADVAN=THREADFORM ADMAN Cm THREADFORM TECHMOLOGr RW BIRDfl( TECFINOLWY IfN Bud= 7 _ AN0015 w�1 1/24 MN. ANGLi0R5 Wd,,/2•mel ♦ SEE uMMATIONS OF USE OF 2'x41 Y1N. THREADED Dff7R/I10t1 THREADED FI�TRX- ADIL SFlA1fDOlON 810:fdz'sMs BLADE to ON SHEET 19 IOL SFP 511R75 RFA'0• O7f0 SPUDS O Ir O.C. 04IG STUDS O 12.O.C_ON 015 C. HE GL�(SH 4 O Mo ULASS(SEE 1/2•MW 7 SCHEDULHAADDE®ALO 4 1111 FOR BLADE F 5 OBL�A�06�@® ----- ON SKET 19 FOR ----'- LTIAff50@'Q� 1/2 1 - ----- -- - ®OR®DR(qOR( MIN. O R o 5 'MIN. 10 0R 4 4 G OR®OR(DOR -0•o-0 0.0®� .�u0s•7owep.®.®. �OR®OR(qOR1 WALL �_ VI Y _ 6 7•a 0• l FIN 2N•4'MN.W000 w.W_ �•®�®��©�®� STUDS FlEO'D. FlNSH •®•®•Q3�.©'©. ELM . O•®_®•®_®•® _ _ _ _ DETAIL END'CONNECTION DETAIL © D © li h VelocityHurricane lone -_--- - --_ --- -- ,�1 ✓-_—�.—. _ - -�_.�.�. _______—� --- -�� - - - ®-2015.EASfERN.WALSLIP,PLK_IN0.--- - ----_- $�,,��' BERTHA HVTM A S S A Accordion Shutter System /TILTE C O 17N,. ■ ■, ■ ■ .. F{V• g ADE�Ft OR WA HV.OWN MADE * �'� � Amencen Shutter S 611115 REV.N* DESCRIPTION DATE DRAWN Sr: M.L. TIWT TESTING do ENGINEERING COMPANY A73gOClOtIOn; Inc. -1 OLD 11-193 /10/7 DATE: 04/,0/15 9 ••.• Qr.�• 0.753 N.W.38th SL.Ste.30.5,VIRGINIA GARDE7S,FLORIDA 33161 4288 Wes( Roads Drive 2 o5)871 (s -153o.Fa■:(303)871-1531 DRAWING No . o-mail:totecomeoLco. West Palm Beach, FL 3307 3 SS�ONA�-� E8-D006719 Phone: (800)432-2204.. Fax: (581)209-8380 4 15-08P r•j111. WALTER A TILUr Jr.P.E 6 SHEET P.E.SFAL�SIGNASl1RE/DATE ��Uc•8 44187 s 18 OF 20 TTH HV SlAnE ACCMION SHOMW GIN A 0lJ 0 T1.1.MAIL AS.D.DESIGN PRESSURE RATING+110,—110 p f. 2.MAY.SHUTTER SPAN:'96'. 3.ALLOWED MO0.D,G H H ON SH 6,7;A3 WEIJ.AS MWN1TN05 0 T,u N,O,T,U h W ON SHEETS 18&17 17. _� ONLY=TESAQ OR O/ 4NG .�t)tti.M QP G 2 MUST BE INCLUDED}EDW_ONLY AT EXTERIOR ACCESS SIDE OF p�JR� TVP. EA END m `5.(A)HV WINDOW BLADE(g)SHALL ONLY ALLOW A MAODMUM OF 5 OPENINGS A {3 0 HOLES)FOR @ PER BLADE AT SPACINGS SHOWN ON MEET 4. (e)MIK CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1© MAX.D WINOWS OF ANY 3 0 HOLE FOR(E0SHAH BE 12'. AI.LOWID A7DL!V WINDOW BLADE (CNWW BLADE 16 ERADE COMING OUT FROM STARTERS AT ENDS NAY 8E MY • 313 , } 7HROUhV CWINDHOUr SHW BLADE(a MUST MIN. BE USED ALTERNATE TO A SOLID W BLADE 1T (E) TES SWVL ALWAYS BE INSTALLED ADJACENT TO A SOLID try ' BLADE I AT EITHER SIDE OF THEM. (F)POLYCARBONATE HV WINDOW SHALL BE P6TAllED SO LABS FACE C0f91ECigN ¢ THE INTERIOR OF 7HE OPENING BONG PROTECTED,W WINDOWTH( MUST BE DETAILS ON SHEETS SQ • ONLY tNSCALIID AND LOCKED USING A fiY SET7IHG TOOL PROV70ED 8Y A5� 10 k 18 TYR ty INC. FULL HEIGHT. ( g1j 6.SEE ANCHOR SPACING SCHEDULE FOR MTALUT10N5 INTO WOOD FRAME ( is NBUILDINGS ON SHEET 1S,AS LIMNED BY SPAN AND DESIGN LOAD(SEE NOTES S ,'{ t&2 ABOVE). S, Lw7.SEE ANCHOR SPACING SCHEDULE FOR UHSTAllk710N5 NMN POURED CWC2E7E,OR CONCRETE BLOCK WALL.ON SHEETS 12&13 AS LIMITED BY _ SHAH AND DE91GN UAD(SEE NOTES 1 k 2 A0040. (SEE PLAN FUR REQUIREMENTS) 8.MINIMUM WARA7WN TO MASS SCHEDULE- D H TYP TOP d:BOTTOMVI i f"1i�d'rlyfl� SHUTTER SPAN NDIDIUM SUWZAM014 TO GUSS tBIMDED ..�� ELEV"ON MN.SEPARATION TO cuss _-____EXISIING0_LASS { SEEMS ON SM 12 FOR BATE(D ----- +-- AND ON TSMET FOR BIOFS C6R --------- -- -- ------ 5 /1 TPP. 1 � 4 UO TPP. W/ DCAL cETHTETHiInTrs Wf0 (S�NOIE 4 ABOVE) PLANTYPICAL In ,` ! 4 / HV.,BLADE WORKING IN UN 4 V WINDOW BLADE SHUTTER* ;{ RM[} BUILDING CODE(High Velocity Hurricane Zone „r��`JV �••�';� 0 2015 EASTERN METAL SUPP)_Y,INC. BERTHA HVTM Accordion Shutter System ' xv wm#1 w/os w/o tcv.NlNOChN BLADE American Shutter Systems REV.No DESCMFnaN DATE DRAWN BY: M.L.TIWT TESTING do ENGINEERING COMPANY 0,�. F1 ORt �� 6385 N.M.36D SL Sta 303,VROIMA GNmOS,FLORIDA3376 Association, Inc. 1 OLD 11-193 /10/1 DATE 04/10/15 :(3D5)871-1 ......... Phone 530.FEDI:(302)871-1531 0.268 Wes} Roads Drive 2 e—MR-.tntesoCod,ccn, west Palm Beach. FL 33407 ortawtNG No ••c' ®'4008719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 5--ogn '•••••••r••• WALTER A MUST h.P.E P.E.SEAL/SGNATURE/DATE FLORIDA Lk.q 44167 8 SHEET 6 9 OF 20 11LIEC0, 1mc . TILLIT TESTING A ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tiltrco@aoI.com FL P.E.License No.44167 FL E.B.License No.M719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0415:02 DATE: April 15,.2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/or W/0 HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Flodda33407 1. PURPOSE OF EVALUATION: This is.a Product Evaluation.Report issued by Walter A. Tillit, Jr., P.E. (System Ib # 1906)as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc.. (A;S.S.A.), based on Rule Chapter No. 61G20-3, .Method 1D of the. Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth 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.D.):_ Drawing No. 15-080,titled `BERTHA H.V. ACCORDION SHUTTER SYSTEM",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 4/1$1BIfffi�►.�wing is an integral part of this Evaluation Report. soft P � /]' •''• s 52"i�e' . 3 6355 N.W. 36th Street, Suite 305, Miami,Florida.33166-Phone. fax: (3Q5) 871-1531 _ - i i, PRODUCT EVALUATION REPORT NO.15-0415.02 2 2.2. TEST REPORTS: For HV Blade 1 s Large missile impact and cyclic Loadings under ASTM E 1886;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.E.# 1.2114.01-1105 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 261,202,and 203 'completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and SealedPy William Mehner P.E. also per Protocols TAS 201,202 and 203. i ;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. 1!CM-223, dated 03104/2011, signed and sealed by Frank' E. Grate Jr.,P.E., per ASTM EL8,.as well as Reports.# 10FM-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 ` • � RI Additionally, Report No. 0210.01-11,'dated 02111/2011, 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 i Large missile impact and cyclic loading underASTM E-1886 land E 1;996,gas per section 1609.1.2 of the Florida'Building Code. Uniform Static Loads!in Accordance with ASTM E-330 per Section 1710.5.3 Test reports prepared by Ame I'can Te'stingtl Lab of South Florida, report#0505.01-08 signed and sealed by William R.� Mehrer, P.E. , and Henry Hatten- P.E: Testing for .polycarbonate Bayer Makrolon 310,3 forj fire burning 'characteristics,.per sections-2601, 2602, 2607 and 2614 theFlorida"Building Code, per .,ETC Laboratories report# ETC -07-1095-19015.'!, dated 12114/07,,'slgned and sealed by Joseph LaboraDoldan P.E. "I '! Testing for Polycarbonate Bayer Markrolon 3103 for Weathering;/(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile testas per QC metallurgical Report#8GM-693;dateid Julyr21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103; eguivalent'as per letter issued by Sabic, dated 7/17168, addressed to Eastern Metal Supply Inc. to approved #9034 sheet grade with Miami Dade County Approval addressing the-burning characteristics, weathering.and structural(mechanical) prope ipstllfl.�� tiff .�. — # 1:. TIryO W i PRODUCT EVALUATION REPORT NO.15-0415-02 3 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span-vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter sp"an,based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations-prepared by Tilteco, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010:Aprll 27, 2011 and August 8, 2011 -signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under-section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM t 1996, a's*well as Protocol TAS.201 (for Blade 1 and HV blade I qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM .E 1886 and E 1996 (for Blade 1A). 4. MUD LOADS RESISTANCE: Accordion Shutter System. has been verified to sustain wind pressures. Maximum Shutter. Span for HV Blade I ,shall be as' indicated, on sheet 11 of 20 of product Evaluation Document (P.E.D.),, Drawing No. 15-080 at detail "M" on Sheet (for Keystone Mounting OM"), 20 (for 'Metal's studs) and 12,13,14,15 of 20 of Product Evaluation Document(P,E.D.) , Drawing NO. 15-080. Maximum shutter Span and-anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of drawing No. 15-080. 5. INSTALLATION: For HV Blade I 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. 15-080., Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document '(P.E.D.), drawing No.15-080. Requirements for use of locks and/or locking rods shall be as indicated on Notes Sof 20 and note 10 on sheet I-of 20 of Product Evaluation Document(P.15.13.),' drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations' included. onsheet 19 of drawing No. 15480. Minimum separation to glass 'shall be as -indicated on sheet 196f drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall 66 strictly in'accordance with General Nates and Components indica,' ted on sheets .1 through 4 of 20 of Product Evaluation Dodurnent.(P.E.D.), drawing No. 15-080. 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�,jjf"na No. 15-080 L 1, ic J. ru . ! . / . . PRODUCT IRVALUAUON REPORT NO.1"415-02 | 4 | ' 7. LIMITATIONS AND CONDITIONS OF USE: / . / 7.1. Shall be strictly in compliance with General Notes | 13 Indicated ovsheet , of 20of Product Document�P.EA), drawing Jr.,No. 15-080 prepared by Tilteco, Inc. and signed and se'a'led by Walter A. Tillit, P.E._ ^ ~_ Product installed~~ ~ ..^.,.. ^^..~. . VELOCITY ' . defined U,, RRICANEI ZONES as on _ -_---- 1620.2 of the -__ Building Code. 7.3. Product shall only be installed into poured concretell, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HVI USED in unison with �Ilade O' VIA'shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A. tl,'illit, Or., PIIE. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). / . | � . i � . � ` ( . . / � | | . ' � . . . ! | . ; | ' �� i' ���' .���- �� ,--'"