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Home My WebLink AboutSTORM SHUTTER (5) lorida Building Code Online https:/Nrww.floridabuilding.or/pVpr atop W aspr."rwn=w EVA... ��a9`��'c,?��-f,-'-�"`f a�.�s+'v.. �2.e� � 3' j a s b3�r" �rrn.�_, `..'�st t K-.rf y`�� •"e , 5,10 ��"-�•� ? fi.��lfi� 4�c��;�S c k,t��?� x�fir, a Fr�� .,F t•r. �� ;s.,k fi`t� �.- d � w� �.�,� �i F.•; �3ax'f -�,'��ass `ra� Kt� �-� r 7 r K-�`.'"T' �,aq-ss5.� .v. .,_.?:,s...,v.x,C,..,i },i max•:...Gr.....5....,.sr,' Y....rtd r_..s,.:.:u.b...v;F «�..a..�. y�-.A�i$`J-"r.E.#bctsA.s.�x.,'L&v......b.1$.,.�wE;fi GM......�.,/�L BCS Rome Login UserftPtratlon Hot Topks SIMMI artw9a SUft 8.fts wruxatiors cwtutUS 6CS5ft;IM tans Seattn bProduct y� Approval useac amteuw Ptoduo Approval Dien a or gng S, S_e ra ch Aaurcatr n Lb a AMI=Um Detaa FL;t FU89-119 Application Type Revision Code Version 2017 Application Status Approved Comments SEP 1 4 f` Archived ST. Lucie County, Permitting Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West P Beach,FL 33407 (561)20909-8263 bfeeley(@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com p Technical Representative (!`®� Address/Phone/Ematl Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion U. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Wafter A..TiIBt,Jr.P.E. Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management InsbU to Quality Assurance Contract Expiration Date 12/32/2018 Validated By John'Henry Kampmann Jr. Validation Chetidist-Hardcopy Received Certificate of independence FL389 RQCAI AMERICAN SHLITtER SYS TEM ASSOC..INC. DRAWING 17-7Q7 CERTIFi4ATE, QEIND Pi�NDENCiPD� fLS9 R9 COI AM@RICAN SHUTTER SYSTEMS ASSOC..INC. DR�NG 17-1Q(_ GRTIFIATIONQFV 3FPFNDENCE�.PDF ELM i.9—COER SYSTEMS D AnR wI I 4 CES FICAT QF I��ENP_��DF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 i i Equivalence of Product Standards Certified By s Sections from the Code ! Product Approval Method Method 1 Option D 1 of 2 7/9/2018,4:09 PMl lorida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspxYparam--wGEVX... Date Submitted 09/18/2017 ,Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL 7! 14ode2,Number or Noma 389.1 Bertha HV Accordion Shutter-Slade 3-(hon- Extruded aluminum Interlocking blades retained bytracks(hep and bottom)for i HVHZ)-Drwg 17-108 storm protection Limits of use Intonation Instructions Approved for use in HVHZ:No FL389 R9 n Am-r-R AN HI�Tr J�$Y`T�MS �Uj1�G�7-108 BERTHA HV Approved for use outside HVHZs Yes aC, OWON i�iTr_ Eg,� i POF Impact ResIs rib Yes Verified By.American Tea tab of South florida hm ;-Design Pressure:N/A Created by Irrdependent 11W Party:Yes Other,Large Missile Level'D°.Max span Is 12-3'fir 40 psfposltive ASD load Equation Report; and 13'-0"for 35 psi negative ASD load the HV3 blade w/o vrindow,blade,5-2" f 9 R9 AE a Eg AN SHUTPER SYS�Ef�S �RALyY41G i7-1(18 PRODUCT for 110 psf ASD load for HV3 blade w/o window blade and 8-11"for 62 psf, EVALUATION AMRT.PQF 9'41"for 55 psf HV3 blade w/window blade working In unlson.Max.span for HV3 Created by Independent Third Party:Yes blade w/o window blade for Installations into Metal Stud walls Is 79"for max. ASD pressure rating of+72,-72 and 84'for t64,-64 psf.See sheet 5 for other spans and ASD pressures. _.....-.._ ....._ __....._....._ ....._...-..._....._..._.. _....__...-.....- -- 389.2 Bertha HV Accordion Shutter-Biade 1 Only- Ektruded aluminum interlocidng blades retained by tracks(top and bottom)for (Non-HVHZ)_Drwg 17-107 storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No F1389 R9 n AMERICAN SHUTTER SYSTEM ASSQC..INC. DRANIINQ 17-107 Approved for use outside HVHZs Yes MEERTHA HY ACCORDION SHUTTER SYSTEM.13D� Impact Resistant*Yes VeriBeci By:American Test Lab of South Herida hm i Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile level`D:Max.Span is 16=0"for 30 p.s.f negative ASD Evaluation Reports load depending on centermates and rocking rod configuration for the HV1 blade, -FL389 R9 AEP ER AN UMR SYSTEM ASSOC INC. DRAWING 17-3 Z__ W-0^for+64,-72 p.s.f.A.S.D.load for HV blade for Keystone meetings T-W PRODUCE DF EVALUATION REPO}3�p�F p.s.f,for metals stud mountings and F-0"for 110 p.s E far HViA working In Created by Independent Third Party:Yes unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-CDMBG-(Non- 6cbuded aluminum interlocking blades retained by tracks(top and bottom)for I HVHZ)-Drwg 17-106 storm protection i Limits of Use 2nstaltation Instructions 1 Approved for use in HVHZ:No FL389 R9Ii AMERICAN SH,MgLI SYSTEMS ASSQC..INC. DRAWI�iG iZi96- Approved for use outside HVIM,Yes BERTHA HV ACC _QZV iiIQER YS�T PDF Impact ResistatrY.Yes Veriffed By:American Test Lab of South Florida Ire Design Pressures N/A Created by Independent Third Party:Yes } Other:Large missile.Max.16'-0"span at 30 p.s f ASD load for Blade 1 and Evaluation Belivoats 18=O"for Blade 2.See schedules on sheet 12,25 and 28 respectively F_43$9_B AES 7E �4N SHUTTER SYSTEi95 ASS, mc--pp.Amog 7_IDr pRQ-DLjQ EVpLQATIQ�1 REP(RT.pDF Created by Independent Thtrd.Party:Yes Mntatt Lc;;1601 89'raorra Raad Tapahassea fl 32_�9Q Piorre:SSOA87-1624 The state offbrW is an AAff D empbyec ConiffirR 2007-2413 Slate"RRd&:: Umiar Fbdda law,email-emm am Putdttemrdr.Ifyoudo a nu requst,do ratsad etmmdeacam amea tty nuteaAmamdtwofte by phone orby uaduom mad.Syou lave any qtlons,Plain ,ct 850.487,1395.-Pummut to Sxa�rnt 455,2751itj,riniEdaStatrII�effe te�cLotar 1.2932, r towarClapter455.Es.mot provide the Department with an emaiaddress v'they have am Ttm emags pmts may he ref for olacW mmmunb ton wMiam[Yeraeeitaneverenad adds are pubtrerwd_uyaa 41 rot wkly to supplya pmomladdress,pleaseprovYkdeVaparbnentwehaaema3aftmswhich can fifemadeamEdsbWtippawTodetetnhe6you ave ahaueemrda-Chapiar455,FS.,0—dick hve• Pmdu:t AppravalAoolpta ERW E9 Credit Card Safe of 2 7/9/2018,4:09 PM GENERAL 'NOTES: 1.BERM RV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(p, HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61A EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY H CANE ZONES; DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TAB;{E OF CONTENTS BE INSIAUEO WITH'A DIRECTIONALITY FACTOR Kd-0-86,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S,D.)DESIGN PRESSURE RATINGS INDICATED ON'SHEETS 11 IhIRU 15, 19&20. IN ORDER 7D VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER.ASCE 7-10 SHALL 89 FIRST REDUCED To A.S.D.DESIGN WIND LOADS AREA 1* W EILADES(D do IIIA BY MULTIPLYING IM4 BY 0.6 IN OROtRM COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS ii THRu is. 19&zo. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER STRESSED,'A 33 X INCREASE IN ALLOWABLE STRESS FOR lAIRD LOADS WAS 1 M USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO-1.00 WAS USED FOR VERIFICATION OF FASMERS IN WOOD. BERTHA N.V.ACCORDION SHUTTER SYSTEM'S-ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.'1.2 OF THE ABOVE MENTIONED CODE AS PER SY51EM,COMPONENTS 21-37 SHEET 3 ATL REPORTS; SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW MADE&WINDOW DETAIL -HV BLADE(D #0214.01-03.00715,01-03,#1004.01-05,#1214.01-05,00317.02-0&80809.0I-10 AND 80210.01-11 AS PER TAS-20I,TAS-202 AND TAS-203 PROTOCOLS AND ASTIA E-1886 PE CD AND W WINDOW SLADIt AW E-1946 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1.2&3).&#1220.01-10 AS PER TAS 201.203&103 PROTOCOLS LARGF.UWiLt (WERE APPLICA81.0 -KV.WINDOw BLADE @ 10505.01-08 AS PER ASTM E-1686 AND E-1996(MISSILE Lein D.WIND ZONES 1.2,3)BASIC PROTECTION ONLY AND f 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTkJATION.'DETAILS A-F,CONCRETE/BLOCK SHEET 5 11Y SLADE(DAND KV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON WITH.EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 iNsTALi.ATTbN DETAILS G-m, coNcRETEALOck SHEET 7 3.BERTHA,N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECr[ON'TO TRACKS SHALL BE 01410-75^AND#14XI.75'RESPECTIVELY,410-HT MINIMUM SERIESCENTERMATE DETAILS W SHEET a 'SHEET 9 STAINLESS STEEL SCREWS WM 135.0 W.YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH.PINS SK641 BE COATED WITH BERTHA HV DXROSHIRD COATING SYSTEM AS MANUFACTURED BY APPROVED CEIMMATE ALTERNATING DETAILS W COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD.. 4.ALL ALUMINUM EXTRUSIONS SHALL Be ALiJIMNUIU ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ktl AND 35.7-Mi FOR END.CONNECTION DETAILS-I-Sj CDNCRETE/eLOCK .SHEET tO fiOO5-T5 ALLOY. MAXIMUM SPAN TABLESSHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3114 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 PATH 60 k-I MIN-YIELD STRENGTH AND 90 11-i MIN.TENSILE-STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2417.3.3.4, ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 14 6,DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS-STEEL WITH 35 k,l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET is 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE.0 12,13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADE(1) WOR)eM IN UNISON:. t2. 13&16 INSTALLATION'DETAILS S-X.WOOD SHELT 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM SEARS A US.PATENT 06'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,INC. W WINDOW BLADE ONLY .9.IT SHALL BE THE RESPONSIBILITY.Or THE CONTRACTOR TO VERIFY THE'SOUNDNESS OF THE STRUCTURE WHERE SHUTTER is To BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR 70 sEAVOLAX Af2EA 3• ALL SHUTTER COMPONENT EDGES WHICH REMAIN,T14RU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT 0140/iWN INTRUSION- TYPICAL SHUTTER ELEVATION SHEET 19 10-EACH.UNIT.MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE-'DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CEASE ALL W AND HD CENTEIWTES A..ENGAGE OR I=ALL KV AND NO LOCKS. AREA 4: W Wl�DQW 13ME(1)ONLY It SHUTTER MANUFACTURER%LABEL SHALL BE LOCATED ON A READILY visteLE LOCATION AT ACCORDION sHunm IN ACCORDANCE WITH swpoN 1700.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHAH BE RWA4ATKIN DETAILS.METAL MD ilAiLS 9IMT 20 PLACED FOR AFYERY OPENING.LABELING TO COMPLY WITH SECTION 1709,92 OF THE FLORIDA BUILDING CODE. 12.sERTN&Rx.ACCORDION sHunER Smws INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 6Y'THE JURISDICTION WHERE PERMIT is APPLIED TO. 13.(o)This O.Eo..PREPARED BY THIS ENGINEER is GENE=AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P,I:.D..PROVIDED HE/SHE DOES NOT Demli:FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SUE IS THE CONTRACTOR-S-RESPONSIBILITY:, - (c)THIS P.E.O.WILL BE 009MDMM INVALID IF ALTERED 13Y ANY MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHUErT WHICH WILL BECOME THE ENGINEER OF RECORD(F-O.R.)FOR.THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENCINEER OF RECORD,ACTING AS A DaEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE.SP90FIC DRAWINGS FOR REVIEW. (a)ORIGINAL PZD.SHALL BEAR THE DATE AND OPirTNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Fr. FLORIDADA WIN CODE(Non High Vejocit Hurricone Zone 02017 TILIECO,INC. 02017 EASTERN METAL.SUPPLY,INC, UNS, BERTHA HYM Accordion Shutter System 7TTM�i Mo,--,m A.S.S.A. Kv. 7c \ WX#1 W1 OR W/O KV.W=#MAE American,Shutter Systems TIWT TESTING & ENGINEERING .COMPANY MY.No IIESCI�1171.*S OATC RAYN BY E6 '!BY L T� Association, no. % 38 1 . I 4268 Westrodds Drive 2 % =61 'w- M7111 Ph.n. (304)671-1530.Fa.:(M)871-1531 DRAWING NO a!UR*..ft6x.M I West Pa)m Beach, FL 33407 ......... EB-006719 1-7-107 L WAL78T A:riujr it.P.E. 4 RDMA Lk- 144167 5 SHEET P.E. WS) DATE 6 1. OF 2D " �" �• s, o + o MOx 1 1 0' A9 e < t f t✓ r 46 ff t EV "sQ } BLADE Q � m.. �'; �}�v_L0`/18(T'ST/A T£R �'� . � 3 Hy UNi1iERSAi fLdAT£R QUALIFIED oR use w/ COVERED UNDER US PATENT# 545817 flUAUfIED FOR USE Wj HV BLADE Ct, U� � EL' O Hv.B(ADE t 17 pl HV WINQ W BLADO S4y 6005-TS ALLOY AND TEMER �.• QUALIFIED FOR,,u E,W 6063-T6 ALLOY AND TEMPER • 'SEE UEa AT10NS OF USE OF BLADE(a ONRSH 13 "`G x60`$3 T6 ALLOY A TEMPER ,jp• L'c 6061-46 ALLOY AND TEMPER'''S'' �- -"0• o " 085• j Z670* m .000` H b42 .o 7. "� pt 9 n 0.07 0 2• ti J ADJ. ADAPTER f 11P j"o _ w 6• .226° QUAUFIED FOR.USE Wj HV. '- - �tltA(,K-.:(}}fER TRAGI{-;;.,.,_� � BLADE QUALIFIED FOR USE WJ HV N�TR�Ql�F� TRACK 66• , `✓HV ADJ. FLOOR TRACK 6063 T6 ALLOY AND TEMPER BLADE k QUALIFIED FOR USE W/ HV A R LNS�_ QUALIFIED FOR USE Wj HV - _ LOY•A OzTEMpE BLAOEfJONLY. 1 ' HV A UARD BLADEft7 —' $053-T6 ALLOY.AND TEMPER QUALIFIED FOR U-$E W/HV 6063-T6 At1:0Y A D TEMPER N VARIES + �"�`•� ti B(l1pE(1) ,r VARIES t.936• 606]-TB ALLOY A(HCDD TEMPER I� Maw '� 3✓'m _083° "" ..083. S; `Ir""-1," 0q3` o dD3• 0e3° ��' q 0 ' {C� '09J•p 0 i "�. `�s,. f 670of 5.606" 3.529 { tt FIV CEILING+FtEAD£R Ill� HY H£AD£RISILI '" rC G E St 70 QUALIFIED FOR USE W HV BLADE 1 LY �•� � Q F1ED FOR USE wj HV BLADE 1 ONLY.�\ 6063 Tb ALtO�AND TEMP Q i��FlEDvFORt?USEnW%HV'B EL:/ �1 HO WALL HEADR19ILL SEE SECTIONS FOR W In SEE"`S _FOR H QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER "'> .` r t, 6063 76 AHOY AND TEMPER.- 6LADE(DONLY. ' 6063-T6 ALLOY AND TEMPER T CO!dPONENTA D 71 T2 X. Y L [3tL X 69Z Y MN,L - yf 2' j Y i0.t25' .2' S'VAX.! 1/8` S j8" 3" J' 0.090' t t'S8 2' 5'MAX. 0.192' 6:492" . (f 6�j $IDE ANGLES COMER'POSTS QUALIFIED FOR USE W/HV ALUMINUM NG= i1�9 2.5 7 MAX "'SW�0:139' UAURED FOR USE Wj HV BLADE Q QUALIFIED FOR USE Wj HV BLADE Q 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 21 5'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 608346 ALLOY AND TEMPER rurorss FLORIDA BUILDING CODE(Nan High VelOcity Hurricane Zone i$ys��a'4�y",.r••p� �! 02017 OLTECO,INM 02017 EASTERN METAL SDPP4Y,RSC. ft'•;1C R1 ;•.,•':� ER HA TM AA Accordion Shutter System . . . e U.KADE.#,W!OR W10 H.V.WNM RAE IL TESTING& ENOINEERING-COMPANY American Shutter Systtems 61.N .OLs[9IPnaN 9Arc DRAWN W. L0. 1 r Ae$aalatlan, Ina. t OLD 15-065. 7j27Ji WTE 07j27 t7 av ; 7d7E'pF" r 8383 N.w.36tS.)SL,5)St.365.V.F..:(kS s..f-1330PBA 5716 / {7�•'•'b• "'�'�'i`q4 Phots:(3tl5)871^183tl.Faw:(30.8)371-iS31 426$ We.6troads Drive 2 DRAWING NO Sh>,r IC} .,••'b��t _04:wtee46eetwm West Palm Beach, FL 33407 a . , �, , E9-OOg6719 'I7-407 �y sj0' " '�SS1p 'FFLOWA tk•0 441 9 SHEET P.E:� '"�E/DATE 9 2 OF'20 l r 680' - R f//4 ?0x7/` '1"j4 2a., ^I'JaIE CAST "' ';i z •: ':•7NRG9ED HOUSwo fA NVOL t4 20^'' 93 '.745 Fa r °' SSAA9 7 BANEo AUti'tE0 - :,r (2 7YP Qi.•.•.. 71,RTAOEO. NfW9Ro EMaua. .`. : A b,Y o! 1• rt`t". { � "? Rk'S TURN osa^ rn s' tJ $ n I 75. .325" {m a"I • i n C? .j 1 0 1 j i 318 CWNDER 4 KM(CHROME tCnROuc P'�uim) :z,r •�A h " Ac f 21 },Y EENTERM TE,a cs. ( m 4'E �y V OCK QUALtFIE4 FOR USE W HV BLADE f& DAA ON � FLOATING p t3ti� / �. �✓ �r'I' 3 302• .6 s QUaUFIED"FQR SE,W/-".HV { QUAURED.FOR U y 6067 T6 ALLOY AND'TEMPER QU ED FOR USE W/HV BLADE 1 & 1 ONLY Qy }.,.]_...1 / HV 6063-T6 ALLOY AND TEMPER (2N BtAOEt & ONLY. i ONLY. QLAlIfIED FOR USE Wj NV BLADE 2 ONLY 2 ' 518' 6063-76 ALLOY AND TEMPER Mourm Ta-, �, N } 2.0 7 3' (-.1760• O6ZI of .825•,'. AFIER R�vE'DN^ BEFORE R •"'�� X '-3 4" 11r1:7tN6 • I " ," S.S. THUMRSCREW i j4"0-20 RIYNUT* m • m P' !' m, *SERIES:9444 A WNUM(2024-73 AU.OY)LARGE RANae THLY zTeo• ('T I 2.75o„_ 4 SWO NUtsERT..PART P.9820.As d4AN9FACTURE6 6Y AVDEL PLAN ' FRN1'EIIVAMON LE "T" E E E 4.56 f CHERRY 7E1(TORN,PARSPPENY,NEW XMEY 07054 OR EOTW. .27 L_O_C�KER FOR "T" �� R, MATE Cc77Q F1Eo FOR uS£w/Hv BLADE(DONLY H FEMALE "T»�LOCK CENTER � Hy �oCK Y LIFT 0�TIYE tOCiC 6063'-T6 ALLOY AND TEMPER QUAUFI FOR USE QUALIFIED F0 (}SE W/ HV QUALIFIED FOR USE W/HV BLADE 1)ONLY QUALIFIED FOR USE W/ HV BLADErl)ONLY YY HV BLADE I ONLY. I?(ADE 7 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T8 ALLOY AND TEMPEERR'' f � � � 3• I I n 7 U `-THUMBTURN . .062' a o CYLINDER aft 214'm� .063 NE✓CYUNOER .545' ICE 0.625-Ma,. .125' 3/ 0 CENMGKING ROD HD CENTEAMATE wl o OC i G Qop °0 a' ' 16 FLED FOR USE y!/' HV 8ERt & A QUALIFIED-FOR USE W1-HV BLADE T &. A 6063.=T6ALEuTAAN TEM P 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USEHV Wf fiSWE 1 &. t/4 4-26 S,S, 6063-T6 ALLOY"'40 TEMPER r, u TNWiagofl+ � rF;;� *1/2 "-;�. nO MSTURN[MME i KEY .57 Mut. CYLWER DCYLAZER .1 1 L_Isir pp, G L � R+1 4.0OD 1.78`Moa, -� a 375*0 t.� 1f d C QUALIFIED FOR USE W/ND. TPER HV BLgDE: 6065-T6 ALLOT Aj »td--•i 6 ACETALhiV i,/4„.!9-M00AISI 304. BYREGENT tiARtYkARE MORTISE LOOKS SPRUES 2333 HOOK 60L7 LOCK. 'EM ,LFL*._ , 5 INSTALLATION WILL REGIUIR 'pA 7/16” OL£ THUMBSEREWS �, �.S S•s'• THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE )& CA, D,[LLED AT TRACKS F`Q?�tPROPER EMBED ENT QUAUF!£D FOR ,L yyy HV BLADE rt ,QUAUFiED FOR USE v W GLAD£ FLORIDA BUILDING CODE(Non High Velocity Hu, cone none h:.,,�T, ,..:.r•' 02017 .INC. . . ..� 02017 EASTERN METAL SUPPLY,INC. `}t} h •' -----�"� BERTH HT� A S . .Accordion Shutter System' : 2 1 L E C V 1Nc. s !r ■ s. KV.9"#i w/OR W/O RV.Y+iNfXhY BLADE d" !'•' American Shuffer Sysfems Ev.Nn OFSCRIPOON DATE ORA{YN 8 LC. S I(' TILUT TESTING A ENGINEERING COMPANY 'b:. ; EA65 N.W.'A9s�.5t,5(e.:As,tiRmh4 cAtmaNs,rtD2AA 3316 Association, Inc. , OLD 15-085 127 T RUE 07/27/17 'Q' STATEPP 0 Phone i(3a5)elwisio.Fox:(3 871-1531 4268 Westroads Drive 2 �' ee 4-mmu 41L<cACnw.cw West Pdtnt Beach, FL 33407 s DRAWING N0 : .c n•..;�CQR1U�';.%'�; Ea-DoaeT,e 17--lOr� : 7A ja1/iT+'�(( \ 41} YIALTER A TILUT Jt,P.E. A P.E,�SEt9/I1t7NA RE'�DATE FLORIDA Lc 14057 3 SHUTTER ASSEMBLY SCHEDULE FOR HVM HV M 41y 12 TO t9�LE*AN DE. CE "til` I t GE _N 5" ITV BLADE t )) 1 .rs75' HV BLADE to f # T 1 Hv w1n ow suoE os2s• L� MRS .0625' a 8LAOE'Sta7S' Y HV LONG,RECESSED NYLON,BUSHING ; a I�I n KNUCKLE 0 OPENIN 0625 W SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER .1OOR ciol I I FIAT POR00N R1 �/ ( .HV WHEEL CARRIAGE AISI'302-303 SERIES ) //�'� qy4 40 0.8701)c3/16'THICI{ NYLON WHEEL 2 7/a'WWN-CLW 9. Hv 1nNDrnr i 0.188`0 AISI 3D2 SERIES SS- RNETS 3T5,'h SEPARARONt oa � BETelEE7F .0625' 7.7500' HV 1 3/4"ACCORDION PIN W/#6 HEAD * EXTERIOR j s) o OPENINGS -ON 3 sem• _ HV 2 3/4"ACCORDION PIN W/ #8 HEAD * 41I 4 ` 472 a 2 1J47°�7`O"°�v ct�AR TV^ G� ® POLYCARBONATE IMPACT RESISTANT HV WINDOWiROUVRE-IMENTS) s;PIC:AL HV WINDOW BLADE tifV AND iPOLYCARBONATE HV WINDOW DETAIL rO — or r N.T.S. EE NOTE fogR ? OOR I �cPOLYCARBONATE IMPACT RESIS?AC�j�j-V WINDow I j I 1 BAYER MAKROLON 3103 POLYCARBONATE I RESINS, UV-STA$IL12E0 GRADE OR $ASIC I 'To RIME son IaE INNOVATIVE PLASTIC LEXAN 103 RESIN * i a OR I'i t {SEE[VOTE "F ON SHEET 19}- 0 (1) HV PBJ (9 SHALL ALWAYS BE USED AT ALL EXTERIQR `` w I POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR l EXTERIOR HV.�BLADE. T„.ICAL. SHUTTER ASSEMBLY ' T��?"PaUZ9 S -0, N..s. HV PIN 47 OR AT FFiT90+cE Nusa/xaz. P+/� (2) BE USED IN LIEU OF® oo.32a'AND ONLY AT ExT�Ion BLADE's KNOCKLE. almm: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� 1 HV PIN ® MAY (SEE NOTE*FOR $Rpso M'm A 19 W92 -A3 rvW o443 ror BLADE WHEN CORRESPONDING TO INSTALLATION "11% SHEET 7. �� c. 3 REQUIREMENTS) : t -OTMMUME 1100 Sf,WMH ASW 00.19 SAW"L 9.600p.aR. I FIAXURAL STIi WIf AT TIM ASN 0790 12,500 Pat. IM00 FTC (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16'THICK S.S. WASHER m FMML Mpotws ASN 0720 310.ro0 pal 345,60o FaA SHALL 6E USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 848 I t N01CMT0 tjW Ai1N.0259 t8 FI-SDfn tT 37-$jm SHEET �D I I ! Effi9`��Nn r d+.r�rsnes• L 'CARRIAGE DETAI(, SMCXE Oats Tr - AM 02343 4`12z Eos MW Pt T s. f EMB,LY LAYOUT PAX of 6UMUG AM 06M o-t CLASS e-1 ws SRF==N ASM 01929 1040•F 990'r 'ilYli.�4+ ASN GTS T[:T'SIE SITQSTN A`TER'WUINEF9. ASTM 939 0.W2 I," a9W Na V BLADE SOLID & CAHV WINDOW BLADE DETAILS S4HSAEE sum lST'09E yarl TTiNa ASM M 8491 P,s,l e990 p..4 N-T.-s. alto,j1+k� :1 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zona 02017 T03ECQ INC. 04.2017 EASIEHN METAL SUPPLY,tNC.y'a. .•,41��A{��;.�� B RTHA HW A.S.S.A. � � Accordion Shutter System = _ Z �L ECO H.V.MADE 01 W/DR W/O H.V.tMNM BIADE American Shutter Systems Ey,N OESCeIFT'IOIT DATE ORAW BY: LC. TICCIT TESTING do ENGINEERING COMPANY d Association. In*. , OLD:is-oas 7/zTII DAX- 47/27/17 "` }•'`.. :. 0� W73 N.W.391 H.SL,Sig.303,11NQNIA'9AT10E09r it00AA 3359 9N DRAWING Phan$:(307)071-1530.For:(305)071-1531 4268 Westroads Driye • z f)RAWa A > t04 a- sOReae7 lsam West Palm bench, FL 33407 4 AWING N 7 •'•+re,rr�rear VTALTE4 A•TILLIT Jr.P.E. P.E. SEAL/§IGNATURE/DATE6R'°A LZ @.a+'a7 SHEET OF 20 * OR FS.. NOTES ON HV LOCKS AND c NIERMATES: .f.MMNDA7OffY G6raOiflON it:-.ONE HV LOCK `E7 or SHALL BE USED A7 1J2 OF 5HUT'fER SPAN FOR ANY SPAN OR 12'ABOVE OR I1 OW 2 OF:SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INST TIONS i ANY ELEVADON..HV LOCK or MAY If£USED AS AN INSIDE OR OUTSIDE LOCK,ATTACH£O TOi OR CENfERMATE$W/(2) 1/4"6-20 x 1/2"LONG FLAT HEAD S.S.M,S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. , 2. '(:• 1F DESIRED,FOR BETTER PERFORMANCE OR FOR SCURRY PURPOSES,UP TO TWD HV LOCKSS .. OR MAY BE USED AS AN INSIDE OR OMIDE LOCK,CONNECTION OF LOCKS TO CENTERMATES ORSHALL BE AS INpICAJELI ON NOTE(1)ASOW- �_y LOCA.4 OF LOCKS S}}ALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. liVS V 3. t •.LOCKING RODS ARE NOT REQUIRED AT URRICANE.POSITION, BUT MAY 4a 5 96oRor.( •E•x6° BE USED IF D REO 70 ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ARE OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POS91ON (NON HURRICANE POSITION). g 4.(S�AMR/C0N9"A-ONE FTV LOCK BE USE.AT CORNER CI.MRMATES FOR ANY SPAN AND INSTALLATIONS AT'ANY ELEVA,0 L HV LOCK SHALL BE USED AS AN OUTSIDE OR,INSIDE LOCK, ATTACHED TO 1@ CORNER CEN7£RMATE%(2) 1/4 0-20 X 1/2"LONG FLAT HEAD S.S.MS,TWO LOCKING RODS AT TDP&BO OM SHALL BE USED.LOCATION OF.LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MF a MAXS Noce_-N�c MAXIMUM SHUnER SPAN SHALL BE OETFRMNED AS PER SCHEDULES SHOWN'ON SHEET 12.eald FIM Al YERNAIE 10 MANDATOU RMnITION S1 VALID ONLY FOR MY LOCK SIONEfRICAL_ 9 ONE ALTERNATE.HY LOCK WAY BE USE IN LIEU OF HV LOCK or. FOR ANY SPAN AND gg�1R�112 j Y6 INST TIONS AT ANY ELEVATION.AL NATE LOCK MAY BE USED AS AN N51DE OR OUTSIDE LOCK,ATTACHMENT A S I •"i�„ OF 1/4"0-20x3/4"S.S.THUMBSCREW TO @ OR,0 CENTERMATES SHALL BE MADE W/ 1/4'0-20,x3/4 ALUM. tr Mog RIVNUT AS SHOWN ON SECTION ME,SHEET B.ONE LOCK SHALL BE USED AT 1/2'OF SHUTTER SPAN OR TWO i 1 t9 C i-ao �y C� LOCKS AT 1/3 OF 5HURER SPAN. .. is, 6, ONE HV LOCK®or(3 or @ SHALL 8E USED AT 1/2'OF TWO FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 86"•.AND FOR INSTALLATION$AT ANY ELEVATION-FIV LOCK q3 or 0 or @ MAY BE USED AS AN INSIDE OR .OUTSIDE LOCK,ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20.x 1/2"LgNO FLAT HEAD S.S. SEE ENO M.S:/,L�O�CATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ WJ CONNECTION OR(5 Top AND BOTTOM IS COMPLETELY MANDATORY. DETAI S ON D F E K i J K 1 11 P a R V W X SHEETS 10'& ieTp.FULL n *NOTES ON BY "Tf LOCKS AND OF CORNER {�' NTERMli7'ES; 1 CENTER41AT>= ONE AiTERFIAT£HY"i'LOCK MAY BE I, IN LIEU OF HV LOCKS,0 OR FOR ANY SPAN AtgD Qen�aR®+7�/c loi 1Q+ qt 1 STALTAIIgN A7 ANY ELEVATION.AL TE LOCKY BE USED A$AN INSIDE OR OUTSIDE LOCK.ATTACHMENT SLY' tiJ' _ OF LOCK 0 INCLUDES.U$136 REINFORC{NG LOCKED(7;AS SHOWN AN SECTION HVG.SHEET.9,WHICH MUST'BE 1 +'�)rx r-� CONNECTED TO CENTERMA7E5 @ AND t`!��}W/T/4'0-20`X.1 1/2"LONG S,S.THREADED BOLT W/7/8,74 X 3/32" f + @1-@- �.,+�+� WMGNUT OR Y!/1/4'0-20x1'S.S.M,&INTO A 1/4"Ox 5/8"RM&r. OCK MAY GE INSTALLED AT MIDSPAN OR 12" b +7 (� •J T a� MAXIMUM A$OVE AND GELOW MiDSPAN.USE OF TWO LOOKING RODS g TDP AND GOTOM IS MANDATORY, .�ORc . ORo+R/7 C9)..@)ORts•D� � + A *.NELES 0 H � CENTERMATES ,r BLADE , �1�1 IIS [�{� 1.Hb LOCK V7/HO C-ENTERMA7'SJUXR4 .. t ONE ALTERNATE HD LOCK(3 MAYBE USED IN LIEU OF TYPICAL HY Sr1VT ER ELEVATION HV LCCKS. -OR- 9 FOH ANY SPAN AND INSTALLATIONS AT ANY R£YATION.ALTERNATE HD LOCK18 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HOCpCK�i J 70 IS W/3 08 x 3J8'F.H.S.S.M.S..AND INCLUDES N. T.S. REINFORCEMENT INSERT I AS SHOWN ON SECDONS HOB-Ho AND HDC-HNC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAR OR 12'MAXIMUM BELOW OR ABOVE MtOSPAN.USE OF*LOCKING RODS 155115 COMPLETELY CONAL IYFFaFar✓aino,8�o RORIDA on igh Velocity NuericaTe ono L16 1T�\ ,1 m 02017 m1EOO.INC. 092017 EASTERN METAL SUPPLY,INC. A .'-'�,jGElV,,'••.,"'� --"-.."...---- BERMA,FFVTM �. ■�. Accordion Shutter System ■ " �.w eLonE#1 Wl'DR w/(2 KV.wiND17N .a l ,r�`- American Shutter Systems EV,N aescnip"ok DATE wwm 9r Lc: -;0 e TILLIT TESTING&ENGINEERING.COMPANY Association, Inc. I OLD 15-085 7j2Tjf DATE: 07/27/ — •.1... T ,�Y 8'!55 N.W.36th.51,V. W"VLWM WIDENS,FUd=3318 - S Phone:(3052871-1930 FOt:(309)971-1531 42813 we8trpgdS DTIt/e 2 DRAWING NO e-mere t3txecCao�m West Palm Beach, FL 33407 s �/BMAI��bt11g1 A. RE 1-7-107 FS, SEALj59�lfgef E/DATE FufRRfA L o.#441V6 SFi5 i OF 20 POURED rONCRETE ANCHORS POURED CONCRETE POUEG SEE SCHED R QUIRED�BLOCK CONCRETE-;CONCRHEETX1/4'0-20x3/4°8.5, REQUIRED REQUIRED CONCRETE ANCHORS rMCFI1NESCREI'6tCONCRETE:ANCH $ $.FDR... r+Y> !! _ SEE SCHEDULE ON W 14 20 T - (SEE SCHEDULE ON S 13 RE( E MDUMWc�oN -( / / I` i:'• • / SHEET 13) - NUTS® 12'O.C. �,.- __ •--�OR.1-,� T i .MJn. 1/;0'`-E:2.Ox3/4' ,/•.• 1. EO MACHINE SCREWS USING 1/41-20 N i19 j 012O.c�t •�/2+.�' I E�c 250.E m j l 13 dR 15 I ---- a E.1)" I 1 .J r I E.0• �`__�_ - 13 OR� 250' i rSS` I0. l N 250 M°, E J '•!! OPTIONAL ito fry '• ` §§ s �N I, iii 1 i\ ---t '•I, tDi SD�.YdVIDN vs - -�',- -OPTIONALTo GLASS F_11 IM RAIE sOmuex3vsEE1 N --R.�♦ I , ,, EXISTING IN SIM is Fittr t ENISTINCGLASS GLASS _j�- MIN.SEPARATION TO GLASS T GLF55-� 91M5®�Q N.SEPARATION TO J (SEE SCYEOtILE ON SHEET11) EXISTINSCHEDULE ON SHEET 11) I I G I I a GLAS WALL HEADER=INSTALLATION I ~I D HV WALL HEADER INSTALLATION HV �17 © VALEN R_INSTAL s . y KEYSTONE DUSTING - - - v i- - m?v`Y.f-• ) 2.,w I MIN.SEPARATION 7D GlASS Ir GLASS I a 9F1yAAlIQJ"r J (13' EXL5DNC i (SEE SCHEDULE ON SHEET 11)— r r 1 )p B` ? 1 .ORr AlIN.^ PARATION TD CLA55. 'Ki 11.Nis tem J .. (SEE-.CHEOULE ON SHEET 11) I I I I OI/SS �dl�cr tD FOA mciT' I EXISTING OPTIONAL GUSS—, E,D.V I N 1 1 iii iii T r a` E D• r \ 1 I i J.1�4• OPTIONAL 'F114.; 1/4.f rd t_: I S ii i E ii I= , - 13 OR 15 • •'a LLL . - -- 19 '.§,% (-EO I EQ 4 12 t. *D a I •' I 1/4 p,20x3/4' S. A �m. E PHILLIPS TRUS HEAD .\,•" Z t,V 1 r I f.IACHIYE SC WS USING i' •', n CONCRETE ANCHORS 1/4:C-2mr3/4'S.S.PHILLIPS 1: �.1J ••--CONCRETE ANCHORS .�A �91$ i ( TRUSS HEAD MACHINE SCREWS `I !, r 1 ! y/4'-20 6 12'O.C. t--•(SES SCHEDULE pN POURED FONCR �1J - (SEE SCHEDULE ON SHE 13) J ; Mnfa'�'" POURED CONCRETES SHEEr 13) VJ/7%4'-20 NUTS®12°0.C. OR CONCRETE BL ? =� �, OR:CONCRETE BLOCK WALL REQUIRED ' NCRET - 1''" REQUIRED S S / (SEESCHEOULE ON xi- POURED CONCRETE_ SHEET,a) •' FOHV WALL SILL INSTALLATION OR CONCR ItiALL EQU RIRIRED-BLOCK E HV WALL SILL INSTALLATION NOTE FOR COMBINATION SECTIONS T-SEE SHEET 4FOR TYPICAL SHURrER INSTALLATION DETAILS W/ _ E D,=EDGE DISTANCE ASSEMBLY ♦SEE LIMITATIONS EE USE FOR IN ANY WANG SUIT AN CAN AL COMBINED (SEE SPECInLA1TOrT5 )N'SHEET 13) BLADE IA ON SHEET 19 HV BLADE W ANY WAY TO SUR A11Y:INS.TALLATION- 10 si o0 A, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2017 TILTECO,INC. ®2017 FASTERN METAL SUPPLY,INC. BERTHA HVTM ML TE—C—0i N+_, A.S,S,Aw Accordion Shutter System KV MADE#1 w/ae wjo t�v 1MNODW etADE TILLIT TESTING d$ ENGINEERING.COMPANY Amerioan 5hUft®f Syet9mS •N OFSCRIPDOH DATE DRAWN By. Ec. �" d1"°'•.. T,��- 11 6755 N.W.95tH.3',EI4.305,VIRMU GARDENS;nDRWA M15 'Assoclotlgn, Inc. 1 aLD,5-085 - 7 27 1 DATE: 07 27 17 UNCI a�,." o- f / / C`x�lS•'-•�•�r^-T�p-�+- Phnne:(]05)871-1550.I'-:(305)871-1531 4268 Westroads Drive 2 - ,�°I �`00t 8719LCO1° West Polm Beach, FL 33407 y DRAWING No "aa n...,o,,••x WALTER A.nWr dr,P.E. 4 17-107 P..E. SEAL/SIGNATURE/DATE FLORIDA Uw 9 44167 5 SHEET ° 6 OF 20 f POURED CONCRETE ANCHORS I tNL SEPA'TAION 1 QR +('lt 1 uxl.s CLASS 1,i, )CONCRETE, (SEE SCHEDULE DN SNE.13) >vv�� ' EXISTINGt ¢""REQUIREp T BitGLA55-- ti t SLAEB i m s1ATs APPLICABLE EXISTING (D `\ 1 m It; GtASS '1 E�' /�-fi•'': ANCHOR 1 I Jr a `� �GtASS , . {- r : t` LOCATION a 1 .f,.'}''.�i I ffl as3l4'HEX WASHER ' 1OR 'J' 3/4' N. TEK SCREItIS 0 12"O.C. fl.^r. .'l1 �. r i EDGE OF 3/6 CONCRETE ANCHORS ' $ytIF©' 7. (SEE SCHmULE ON 5 13) � E. t APPLICABLE .EXI,S'RNG I 11 '1 EDGE OF—� ;f l' �.{ ,.jII: �'—•r .;.. SLAB I i /' rp GSL+SS--i t�J •7�2l!-+'+-7"-' OF •�:t. MPU LE ,� s1AB IF t �' I IF APFUCABIE -tE.O.,- - E0. t f POUREDFLAT HEAD I o MASS(� ' r � � :APP CARIE C!}PTCRETE ,D.* CONCRETE SIE SCNEDU(.E'OON SHEET 504} -(t o D&Alp POt}RED ^' '._,+,..�1 f�EQU1RE0 ,FLAT nEAO CONCRETE ANCHORS' REQUIRED 1 ON SHRT 111 iLGRR 1 DR g .CONCRETE F� ( ®ufsm�' REQUIRED •'0.• &"II.e~ "g (SEE.SCHEDULE ON SHEET 14) I Z TRENCH ISA 0 TRN� N NTL.L1 N `• VALID ONLY FOR UP TO+70. -75 PSF A.S.O. QI HV Fl DOR INSTALLATION t I H ER { ST I A { PESIGN PRESSURE RATING&FOR SPANS PER Q NV CHUNG INSTALIXION scHEpuLE ga.sHE>r 11 —f EIIXISFiN� WL 55.J+AAC.Y A CONCRETE ANCHORS 0 1 ro MAST IWu s r1 ,� Sk SCHEDULE ON alae Irk SU&M YA»co,wr ( �ua} ( Q I . I.-- 5mz V ¢HEFT t5) ADVANCED iNREA.L { 1 Mai ' EXf$DNG`^'{ ' i T EXISTING �___... 1e7D{MOTY"OR 1/Yv PGN.7+S , 1/4� t EXISTING�y i' GLASS -( Sa Ct y a„ �_, GLASS--4 TAS144*TM BL An'6tOR5 6, MAX GLASS I �✓ uv.s'sA*.ir.0v co ps 1 3/f PT Efr-4 SPA v 6' :( "'1'(sQ cammC ce scut at} t OS.FOR UP TO s'-tY SPMi Aim I j 4.O.C.FOR,V96 TOER 9wi i '1 .6`0"r u e.F#C�ERAHEAD/my� t I / i i I' �•'i:' 1 (tYPJ fi�E tcO1E T Ok 1/2• 1 SET n FOR"UlSTA'OO ® 38 3 ,OR 1© '� D.* i , WI04/4'HEX ASHER HEAD ,E'''L.i.' la CONT.SENA9T MAX ' .,} I f wN• I TEit SCREWS1. 1 �14x3f4' HEX HEAD✓ 71' a°---- �.1z t!��G 2S012S,US'/ CONCRETE AIJCHORS 3/ 9x3O4°CSp.S. / I _i"_ ) %" t a y.iJ.:•',?5 "I�SI1N23"1a/ n�2Cl ON Ntrts, YV NUT g 9'O.C. i (SEE SCHEDULE ON 3� fSf2 1%i' _ 1l2' I 11' t^. -^17 18 i j' ', 2.00 bo: �TIfl1u DomViArw IOPTIONA4L EDGE OF ' ' ` • E.D.. sdi) .) SAS. ' MIN. - { .; SLFB IF. _ \ ; �'" \ 'O "• POURED CONCRETE % t V117!' i 7f 8'' MPUABE i t_CONCRETE At,'CNOR55 SEE.NOTE 13(b) .,- ,' "r `r. POURED CONCRETE (SEE SCI{EDUCE ON ON SHEET 1 SEE NOTE 13(b) El POURED CONCR� ON SHEET t •- !+ •.` OR CONCRETE BLOCK SHEET14) REQUIRED OR CONCRETE BLOCKPouRED REQUIRED ®KEYSTONE SUNTING6+INz w ELATION GQND ( }#V WALL FLOOR INSTALLATION �1 WALL WALK—OVER INSTALLATION tA4XINUld SHITTIER:?MT B'-D" REQUIRED Q NAV AZINGUA-91) INSTALLATION 't NOTE Trig mMR1NAT30'OF sFCRONS: rt RDDHALL 9 ETdOVA6.E WHEO'NI PERFORMED E.D.=E60E DISTANCE ADJACENT TO AN OPERABLE EMI- + SEE LIMITATIONS OF USE FOR T-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS'ON SHEET 13) DR,ETURAPJCE BLADE lA ON.SHEET 19 INSTALLATION. DETAILS W/ M BY BLADE 2-MOUNTING SECTI!N ANY WAY TO SUITdNANY fNSTALLATiONCAN BE �NED _ +#D♦P, qy A FLOW BUILD] j CODE(Non High VelocityNUrricane Zone 01 7 a 02017 TILTEGO.INC. 02017 EASTERN METAL,SUPPLY,INC" BETA NVTIJ Q: / '"iG C O INc. A. A Accordion Shutter System 1 L ■ ■ ■ ■ KY 81"#1 w1 OR W/0#Lu WNDUN kAX a` TICCIT TESTING g.ENGINEI RIND COMPANY American Shutter. Systems Ev.N ESCM ION DATE DLO WN Rw L a ASS.oC#Gtton, Inc. T OLD 15-085 71271 DATE: 47f27 17 - 6359 NAY.3aft St..Ste.3OS,MOCNIA CAROBS,TIJORCA 33i �'• \L PWe:(30S)B71-1630,Foe;(305)071=1531 4265 Westroods.Drive 2 DRAWING Np e-moN-11-0 :ttWest PDIm Beach,'FL 33407 3 o`c�Ol1lA�ir � lA' N-11 e719 4 17-107 e��"rs idfi�AA4 WALTER A.TILER".P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA L . 44157 a SHEET. OF 20 SEE END WALL re LS ON SHEIML IQ 18 SEE NOTES ON LOCKING RM Hv WKS OUT IN EXISTWG GLASS ENS'TALLATIQNS IN�/ 1 HV ** AND'ALTERNATE HV LOCK 0 ON SHEET 6. BLADE StAL9f DETaL MVF I5 VALID FOR ALL BLADE HV CENTERMATES APPUCAT0DIWRH BtADE�i j �2��a+ 6+ �.8(��1 D•�3 C22OR E END WALL CQNNEQ0QN EXISTING GLASS DETAILS,QN SHEETS 10 18� 1 1 Il'YIY II 14]OA 11 JIY D�^}�{KOaf H 1Y fi//�1 Cq -.�.————....- L-.—_. ———W——_.——————_._.._.�.— ._ 2•x2•xl/8•:,0'-2 i +�e.oa'\I w+'+.'4p J)/ox Vt 9+`411•il% r 3 1/4" 7, 6 1/2' 7. 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I6.O.C. —1 VARIESAll Sir (� 6 t/2"MA}X�•SLACK V UT �" (EXTERIOR) H Y�)E �.1 '�VVJ H Y 7"** HVD A°�0"°Y° Av��,�es ROW BUILINNC1 CODE(Non #sigh Velocity Hurricane Zone ``1 Y p W017 TNTECO,111(- 0492017 EASTERN MEFAL SUPPLY,INC. =c a -Accordion Shutter System !i■ ■ ■ •n Ir a wG• ■ FLY.Mac#t W/OR W/o TLV.WNDW RIMA American Shutter 5 sterns $ TILLFT TESTING & ENGINEERING COMPANY y Ev.R DescRurc aN DATE ONATVu er. Lc .r'1;•. aaN;+.'.1° 6356 ILW,-M.5t,'SU.3I5,VIROIhTA P,ARppiS.fNG1A 33161Association. Eno, t ala ,5•-085 ti7lt DAT@ 07f27/t7 Phone:(705)871-:1530.F8x:(305)671-1531 4268 Westraads Drive zDRAWING'No -n,m1 . �+t'� ••• q1\ 1yt etate fm.L=- West Pa)m 8eoch« FL 33407 3 lyL• `v rN ED-0006710 17-1017 `""' - rrN1 WALTER A'TRlaf Jr.P.E. 4. p 0a FLORIDA uc.9 44167 5 SHEETS P.E. SEAZ7SiGNATURE/DATE 6 8 OF 20 ATERNAT _W8TALAT19N W./HV "T"i LOCK i V A�f FNALE "TEF LOCKS CENTER RTES & LOCKERS ktYt2 NY BLADE SEE END CONNIy,STA;LAT+ON�V BLADE A DE OUT _ !NEMnND nL� !iD CENTERMAIES I f V ADE QSLCK DImL hvr,610GTEa a,1 mw a, AS 1YF11 AS JNNE77S1L FLOAl7NG&ADE®DETAIL IiOD-MVD, n+(5a4TED ON 7M6 SMEET.MY BEUSED WIN nm ALT d�, pF�, wsTuunDn bra„r,IiJG$NDY.'N i L stE SrE FEND y(A11.CONNECnsN 1p`®m�•®"'�.J'�°i DETAILS ON y 10&1s ,fl�,•.,01•�mCs}.p-gym (F.0p8�1-g.T{B A{L{.�ALVM. u0 AkGDR31Ta*C. NN ,. roPDDNAI). * roPila!IAC) , s"TTDrveE } draYffRiaL�'coEnartt. * —^—^—^--- I --- — 0111 1 ♦� — 3 - --•--r-{ 37 EADN AN01L TNP) I :PIN N 30 HV "T” was PR $ 1 3 LOGK (INSIDE) 1 , 1 T ' _ 1 r 28 29 7X, Hzs Ste, 7 ® 5 Z J OUr 31 oa 31 Da 3�2 31 as 32 2 1/4" 4-20 x i,S/2 S.S.M.S, 4 3 * {oPnDN j SEE NOTE 5 FUR Nv 1naC®. * W/.7/8"o x 3/32" WINGNUT. 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FYO�'•�iI•„pj n 02017'TILTECO,INC. 02DI7 EASTERN NETAL SdPIOLY,INCE BERTHA 0• Aceordimi Shutter System A, ■S■A■ RV.BLADE#1 W/OR W/0 H.V.WNIM BLADE p 9• J t TILLIT TESTING & ENGINEERING COMPANY Americon Shutfer S stems y .N" DESCflIPTION DATE OFWVN.Dk L0. • �.,• J ' i4 6355,/LYL at .St.Ste.305.VWUM GUMENS,FUNWA 331M Assoctation, Inc. 1 OLD 15-085 /27J1 "naTE: 07/27/17 �� 'A,t, "••; i PeDDe:(305)571-1590.Fm:(305)571-1531 4268 Westroads Drive 7 -.Q �s/g � •�4 \'ia51! EO-000871Q xt+m West PalmBDoct1, FC 33407 s 0,7 FFi WALTER A.TR11r JG P.E. 4 P.E. SEAL/SIGNATURE/DATE I FLOPoDA uD.g 44167 5 SHEET 6 9 0E D �POl1REp,EONCRETE. �, POURED CONCRETE 0URE0 CONCRETE .- POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE ^� •� CONREQCRETE BLOCK HALL �' BLOCK WALL REQUIRED —� "y,; - BLOCK WALLREQUIRED- r""'-",.5•,t""- BLOCK WALL REQUIRED '.. ' •,, L. -DasANG GLASS i ,+-'E70SfWG GLASS f I CONCRETE ANCHOR.-q^ '( -•FXI$TING CLASS - ;� t� �� 2•.MIN} EXISTING.GLASS -r=--2",MIN..• 1- ^"`{j `i t.I, TO CLASS(SEE LCI.S t •. SCITEDUtE ON SHFEr MN,5 11pV EQ' EQ 70 C1Ar5(SEE T I FOR e.FUE Q1 r j r,:%{ S IDu QN ! !I. ` TO CLASS(SEE SCHEDULE ON SHEET I/16'.3'MAY OWSHEET 19 11.FOR 13tAJ)E;Q} .F •�Ti£puce.at SLEET IT FOR RAPE(DAtD (60636 CONT. BLADES4 de ..;l ;Ou sEE7':TT laj.FTN2 E/z^ :'oNFOra m ftk ON%M 19 FOR ALU-"CLOSER .,I% l (LOCATE AT i 8IAOF o&*o 'PLATE.,(LOCATE 1/2" '—"J 1 f k E eLADESQ)Ei QIQ -i2 BLADES D&a }SLOE i 1 AT EI711ER SIpE OF®} {f;J, 4 46 USE A' R 2"MAX. +. { pion/2"S.U.S , ___.-_�_...i' ALUMINUM LE}ARGUE9•.O•-r ' --- - . C9 16"O.C. `> ,1; _ ALUMINUM UP ANGLE 1ti O.C. 1 y; 4 l� Wes-'(6 OY)AT-10HEfGG 3 (1 100 ®& l j (2}'j/4 4 T CONS ANCHORS TO ' �44:�JJ/ l4NiL AT 1 O.C.(LOCATE A7 i SEE'`,DETAIL%Fp • ' ♦ Z Jff1' ^ORW j S10Ee,COkNECnON OR IEITHER St DF } �OR{� I OR �+ SEE DETAIL X FOR^ TOwSIDE CONNECDON t ?; �w®.+Q«® 0,{� .1 SEE DETAIL X FO � . «6•7 e.8 w�.�,w TO TRACKS w 6• 7 w 8«10+�m . � SIDE CONNECTION 66.M66 0°'� 10'®w G�, ��,,��qq��,, 1D• dam.�,.®�°° m.TRACKS 1$•Qw4 •®«> •®w 1 •@e�+L'-0-40.0- i0 '�' •17'm O`0'�°"Vf «r.qtr _ 6*7 + 6 m O'0•0-0 0'@ ©'0't w®'0•®« @•®w�.�g«O®q f Q «��'� o•�«�•��-d�w� o•®«�'�«®•®ate® �"�..�.., � �.® ®,��« '� p,®«�.�n�•�w®'® EN0 .CONNECTION DETAIL� END CONNECTION DETAIL a IND ECt,�(3 I fl -END CO NECTIONDETAIL LIMED ONLY FOR SP0N9.CREATER'THAN/Y-O' TOURED CONCRETE OR EXHSTING -EXISTING GLASS CONCRETE BLOCK WALL- GLASS +i s L. � j REQUIR£p .. ->< I - ' EM SEPARATION li`�Ox'If2"S.M. t fx ''- •.�' '_ • SCIHEEDU GLASS ON(SEE SSHM ®16".8'C. ` TO GLAASSSS{�J g'JJ ^- __ ------ @ OR ?OR i@OR ' S FOR eLAOE QANO CQNCRETE T/2'MIN. SCHtDULE ON SHEET ------------- II �"';- _____ __ „( ON.SHFET 10 FOR ANCHOR 9' 11 FOR MAFIE(DAND ,w. -L'" _ _ i JOR R i�OR t.7 CONCRETE ' FilADES O&Q� tz"o.c. 5 ON �1�s FOR 4 t 1 ----- - I ANCHOR� t :'EO •Es i ((( ""• 01 UA. 1/2-MIN. r LAIN. r� ;'� _ _-----•--�� ,:`4 �~ - -�L..".�.._..._ -.�y`� C� S OR S�OR�OR .^M 3. i Eq i MIN. y 2"MHN, • SEE UM�rIT�SQONS OF USE FOR I BLADE\.7 ON SHEET 19 i�OR i a OR 9OR i@OR@ VfEW 5 [ OR ♦ � FLAN h ' OR & l j Twp•7Uw®«p.�a �-POURED CONCRETE OR 4 «�«©`1'✓"lJ"'l'l•1L'la I0+«®«�•��•©« rt�L C.U.NCRETE'BLOCK WALL 1D•®«©,®m©•®« 5•7 • 8• - I VN 1 Y BLADE OR H. WINDOW BLADE INTO REED `�,1��f1•�wlc1•f.1•�a ®.Oa1�.�"8wU8•�« CONCRETE OR CONCRETE .BLOCK WALL. END CONNECTION DETA1L.5r� CTO DETAIL© wQ•p FLORIDA$U1111 COpENoo High Velocity Hurricane Zana +A1T'.,g�• •'Z�iLE',I ✓_ 04017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC, �•' d `. , % — -�,...,,r,=.6,,.1 BERTIM HV. sem ' I 1 L I E.0 4 ►,�. A. ■ ■A■ Accordion Shutter System —6 U MAX#t W/OR W/O ev WWOW WX .. Y American Shutter Systems LY.N 0 CRLPTION Doi BRAwn BY: L.C. TILLIT TESTING d ENGINEERING COMPANY Assooiotion, Inc. i OiD 1s-oBs Gat.•.ALI �,$t sass s;R.aw s s e.acs v Aeww sAROTi ,TLo 5aA cat Jzr/1 0kx 07/27/17 Phwo:(3DS)871-18:0.,re.:(306)871-1531 4268 Westroods Drive 2 DRAWING No T4 a-mall:Ut,cn®ool.cem West Palm Bench, FL 33407 s tl A `"it 03-000871$ ?L ", T WALTER A T LUT Jr.P.E. 4 ��"�"� 7 AI 7A FLOWDA Lk.p 44167 8 .SEI=T P.E. SEAL/SI NATURE/DATE 6 1o F 20 SCHEDULE #1 SCHEDULE #2 crHEtnRF. ex MAXIMUM SHUTTER SPAN "L+" OR"L MAXIMUM SHUTTER SPAN* "L+ XIMUM SHUTTER SPAN*"L+" s (#t.). FOR INSTALLATIONS�Wj ( OR "L-"{t#,} FOR R "L-"(ft.) INSTALLATIONS S �ATtON LEGEND ..-•]YQ CeNtERAtATES, & pr, or j INSTALLATIONS Wj y yy CAL CENTS 1 CONCRETE& WOOQ (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H V. LOCK or(�or or t�& - MANSORY POSMVE'A.S.D.DESIGN PRESSURE RATING: HD LOCk W NO LOCKING RODS or ONE HV LOCK ar or L MAX ALLOWABLE SPAN FOR A GIVEN NEGATIvE CENTERMA 2$ 29 W/ ONE W/ NO:LOCKING RODS OR W/ NO LOCTCiNG WALL T$, C, 9, M; N, 0, P. Q, DESIGN PRESSURE RATING. lX ODS MOUNTING K &-i,'� R. $, & V. A.S.D.' HCJ"T" LOCK 30 YrjnvO 101Q(NG (SEE NOTES t.1+) (VAUR FOR MOUNTING 0 (2)PROCEDURE.TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP& BOTTOM EE SHEET 7) FLOOR/CEILING G. H,91$111, J T. U, W& X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/CEIUNG: �A1 S 0/� CONCRETE&WOOD MOUNTING 'CONCR "&1�D0 INSTAl1ATI�NS V CONCRETE & M�' GAN A POSITIVE A.S.D.DESIGN PRESSURE RATING, ASA t.tegm ASum A vWO, As oma! INSTALtATI0N5 PRESwRE IYALL L10UNDN0 FLOOR//GELLING pffimm+E wAt1 u0UH0Nc lezLmime DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. 'EM ti0t3NDNG s mis & R+ZMD FLOOR/CDUNa MWeiDND GIVEN�A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (PAR(A:LT De+7) FLOWCDLIIG NOUN= (,a+.) oR )•.) (r OR-) FLODA Nl NOUNDNC DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE, ,t+(f) L-d) L t,(R) L-(ft) L+ (R) I--(R) L+ (0} L-(0} MAXIMUM SHUTTER SPAN 1t"OR"L-FOR 30 OR LES i6'-0' r6'-D" 16'-0" 16'-0" 30 16'-D' 16`-0• 30 16'-D" tfi'-9' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-W -15'-2" 16'-0' 35 .t4'-10' 14'-10` 35 15'-2" 16'-10' 105 psL AS.D.Df;SIGN PRESSURE RATING, 911CILMSLM DETERMINED SfjAN BETWEEN"L+"AND'L- 40, 13-10' 13'-10" 14'-2" 15'-2" 40 13'-10• '13'-10" 40 14'-2• is'-2" (3) PROCEDURE TO DE(ERMINE MAXIMUM SPAN FOR 13'-4" 14'-3' 45 13'-t" 13'-i" 45 13'-4" 14'-3' t W CORNER CENTERU TE#3 MAY BE USED AT ALL COMBINATIONS 1N BETWEEN WALL MOUNTINGS 50 12'-S" 12'-5" -0-8' 13'-7• 50 12'-5' 12'-5" 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNRNGS: ''r`T55- ftl too«'�3#t to,_s>`12 1 ,52.,:=;;?:'#;"+ 56 ii'-10" ir'-10" 55 11=1` II'-1l" SHALL BE AS INDICATED ON MANDATORY CONOFOO,N#2 FOR A GIVEN POSITIVE AS,D.DESIGN PRESSURE* 60 11'-4" 1 11'-t' 1l'-7- 12'-4' 60 11'-4" 11'-4" 60 10'-2" 1'0'-11" NOTE#5,SHEET 5. RATING: 65 10-10"1 1O'-l0" ll'-1" 1t'-n' 65 l0'-10` 10`-t0" 65 91-5" 10'-7'. -LI+ MAX.gA U+= SPAN FOR 14811 MOUNTING INSTAUATION5, 70 10'-6" 1 1'0'-6' 10'-9" 11'-5" 70 10'-6" 10'-6' 70 W-s" a-4' L2+=R%X.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-T` 10'-1" TO'-4' t)`-t' 75 10'-1" t0'-t' .75 - 8' 9' ft EXCEPT THAT MAXIMUM SWM INSTALLATIONS. 80 9'-10" 1 9'-10" f0'-0' 10'-9' 60 9'-10" 9'-10" SPAN 1+"OR'L- AND i% MUM ASD.DESING FOR A GMW NEGATIVE A.S.D.DESIGN PRESSURE 85 9=6' g=6' .9'-9' 10'-5' B5 9'-6" g'-66 PF)ESSURE RATING FDR INSTALLATIONS INTO CONCRETE RATING: 90 9'-3" 9'-3" 9'-5" 10'-1` 90 g'-3" g'-3" OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS. DETERMINE I- CONNECTIONS TO KEYST014E MOUNTING L,^=MAX..$PAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-O' W-9' 9'-2' 9'-10'- 95 91-0' 8'-9" LIMITED TO +64.-72 p.s•L AND B'-D"SPAN, SEE L2-=MAX. SPAN FOR FLOOR/CLILING MOUNTING 100 8'-9" 8'-4" 9'-O" 9'-;7' 100 8'-9' 6'-4" MOUNTING&ON SHEET 7. INSTALLATIONS. 105 B'-7" 7-11" 8'-9' 9:-4` t05 0'-7' 7'-11" 110 0'-4" 7'-7" 8'-7' 9'-2" 110 -S-4 - 7'-7• FINAL IA RAUM ALLOWABLE SPAN IS EQUAL TO THE "Ll115 B'-2' 7'-3' .6`-4" -11" 115 8!-2' 7'-3". SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN +', u+.�t--AND _. 120 W-0" 6'-11" s`-2" 8'-9' 120 8'-O" 6'-11" (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' W-8' 8'-0' W-5' .125 7'-10` S'-8' ALLOWABLE SPAN AND NEGATNE.A.S,O. DESIGN 130 7'-8" 6'-5" 7'-10" '8'-1" 130 7"-8' 6'-S z PRESSURE RATING TO DETERMINE MAXIMUM ANCHIOR f'35 7'-7" 6'z' 7`-9' 7'-9' 135 7-7' 6_z. WIND ZONE sMt �� ti SPACING. 140 r=s" s'-11" 7•-7 7-6' 140 r-s• 5'-1:• ASTM E-1996 SEPAR/Moll; 145 7'-3" 6'-9" 7'-5• 7'-3' 145 7'-3.' 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D Q1,, t k TILLIT TESTING.& ENGINEERING COMPANY !_ :•' ,ett s35s lLtr,3Ew$L.s,«M,ViROM cu+r21+S.nGVA 3316Association, Inc. 1 OLD 15-085 /27 1 DXTE 07/27/17 PAoOe r-,(305)871-1531 4268 Westroods Drive 2 1441 s- da,t4tv.-C`.01.— West Pcim Beach; FL 3340? 3 DRAWING No. ..........> ,F ge-00067t9 17"-'107 '" til WALTER A TILUT Jr.P.E. 4 <,*� .FLORIDA iia 9'44187 5 SHEET P.E. SR7/9G'TURE/DATE s 11 OF 20 :.. .a, .aa a•. �.� ii . . .r. + ••.:It! 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' 14 12 10 0 8 8 8 6 14 12 10 S a 8 6 55 14 12 10 9 8 8 6 45 �' A ON StffFT}9 5 0' 14 12 10 9 B 7 4 - 14 12 10 9 8 8,5 5 36 1A I2 70 0 15 5 SS 3 A3)IN GSE THAT PRECAST STONE,PRECAST CONCRETE PANELS,pAVERS'OR ANY V7lEER BE FOUND ON THE EXLSTING Nat OR FLOOR, 14 t2 1O 9 B 7.5 4.5 - 14. 12 10 9 8 a 5 45 14 12 t0 9 6 6 45 75 ANCHORS SHALL BE.LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE S)NM.L BE AS INCICATED-ON .14 12 95 7s e5 4.5 - -114% 12110 a 8' 7.5 55 4 14 12 10 9 0 s'45 3S NOTES AS)&A2}ABOVE.FOR INSTALLATIONS ON VINYL SIOMC OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'70` 14 12 10 9 B 5 b - 14 12 70 9 0 e 6 6 14_[12 IO 9' 8 65 5 3.5 - INSTALLATION INTO EIFS WITH,METAL STUDS SEE SHEET 20, 14 12 10 0 7,6 55 3 - 14 12110 8.5 7, 55 4- 3 14 12 a 05 SS 4 3 - 14 12 10. 9 e 6 - - 14 12110 9 6 8S S' 375 14 12 10 85 8 5 4 - .(8) 70 EXISTINo CONCRETE BLOCK:,IASDA C-90) ' .1/4'0 TAPCON.OR TAPCO14 WITH ADVANCED TTIREADFORM TECHNOIDGY ANCHORS,AS MANUFACTURED BY LTAW.SUILDEX. 14 f2 0 B5 SIf J - - t4 12110 9 8 5 4S JS 14 12 10 6 T 5 35 3 -140 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPAW, ' 14 12' 10 9 8 8 - 14 12 t0 4 9 7 5 4 14 12 10 8 75 5.5 -4 3 7-0 14 Y2 f0 0 05 4 - - 14 12 9 7S' 8 4S 35 - ti OS 7 55 4.5 J5' - - -1/4 P BLUE TAP'CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FlARIOA FASTENERS DIRECT.INC. }4 12 t0 8.5 T 4 - - fi 72 TO 9 7S 5.5 4 - 14 t2 9 7 7,514.5 - -1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASIEIIERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 1 F'>a~..55 4.5 74 12 10 9 7,5 55 4 14 12 9 7 6 45 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED'VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 9 to 05 - - 14 12 10 ,9 6 6 4 - $4 12 10 8 6.51 5 - NOTES: 14 12 8.5 7 55 3 - - 14 12 B 65 55 4 3 - 25 9.5 6 5 4' B.7)MINIMUM'EMBEDMENT INTO CQNCRME BLOCK OF TAPCON,BLUE TAP 1'//CAP ANCHORS AND TAPPER+ARCHORS�15 1 1/4"AND WCON 14 12.9.5 7-9 8 - 14 12' 85 0 05- 5. - - 14 12 B 6 6.5WRH ADVANCED THREADFORM TEGttNOCAGY ANCHORS S i. 13 9.S &5 5 3.5 - - 14 12 to a 8.5 9 - 14. 12 8 6.5 9'14 12 10 8 8 - - - 14 72 :10 9 75 .5 - - 14 12 es 7.55 B.2)MINIMUM EMBEOMENr OF 1/4.0 x 3/4"ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO its 73 6 4 - - - M 1t 7 SS 5 35 - - it 8 55 4.5 3.5 - EMBEDMENT INTO STUCCO$HALL BE PERMIRIED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE i 1/Y LONG MINIMUM SHOULD STUCCO165 4.5 - 14 12 85' 7 55 -4 - _ 14 10.51S.56 - EXIST,ANO t'MINIMUM FOR WALLS WITH NO'STUCCO. 1S 05 55 4 - 14 12 9 7 6 5 - - 14 ii 55 114 12 L0 9 7$ - - 74. t2 TO 8 85.5 - - 74 12 8 a 5 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS Oft ANY VENEER BE FOUNTS ON THE EXISTING WALL OR FLOOR, t41a5 7 5 3.5 - - 13 95 BS 5 4 370 75 5 4 3 ANCHORS SHALL 8E LONG ENOUGH 7D REACH AHE MON SIRIICNRE BEHIND SAID SWILL flNISHFS.ANCHORAGE SIVJ-L'8€AS lN4iCAED QN 14 Tt 75 55 - - - - 14 t1S 9 6 S 4 - - 25 45 6 S 4 - NOTES ILI)&8.2)'ABCVE.FOR AWAUJITIORS,ON VINYL SIBIW OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER BS 8 1,5 - - 14 12 :a 0,5 55 4 - - 13 l0 6S5 4 3 - FOR INSTALLATION INTO OFS WITH.METAL STUDS SEE SHEET'20. 14 t0 - - - - 14 72 .9 7 6 45 - - 14 10.57 5.5 3S - (C) ANCHORS SHALL BE tNSTALLED.FOLLOWING ALL OF THE RECOROAENDAitONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 25 9S 5 - '12 8 .8 45 4 3 - 1. 7 <5 3.5 3 3 14 t0 7 - - - 14 105 7 5.5 45 ^ - .. 1.5 85-f.5- .7S - - 95 7 4.5 - ^ 14 715 7.5 0 5 _ - t2 9 0 45 4 - _ _ {0} SEE SCHEDULE BELOYt,FOR EDGE DLSTANCE(E-D,)VERSUS SPACING;RELATIONSHIP FOR ANCHORS. 12'-0'14 12 10 - - - - N 12 0 65 S's - - 13 t0 65 5 4 _ - EDGE DISTANCE VERSUS SRAArJNG SCHEDULE FOR N CHOR9• ' 115 85 4S - - - - 11 8 SS 4 35 - 8 8 4 J - 7AAXNMUM ANCttOR SPACMX:S ARE YMtO'FOR tT1G€L>;5TANCEa^itaxwEO BELOW.FOR E.D.LESS niAN TH£INDICATED,REOUCE ANCHOR SPACING 35 9.5 8 - - 13 9.5 6.5 5 4 - - - faS 0 5 4 - - BY'lIULnPLYINO,SPACING SHOtiTI,ON SCHEDULE BY THE fD TOYING FACTORS, e 6.5 - - 14 10,6 7 0.5 4.5 - 11 a5 .5 4.5 35 - REDUCED SPACING'OBTAINED USING FACTOR SHALL NOT BE LESS THAWMINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, 13•_Q. 14 t2 - - - - - 14'115 75 6 6 ^ - 12 9 6 i:5 4 =7 ..FACTOR . 10.5 8 - - - 10 75 5 .4 3 - - ^- 7,5 85 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ 125 - - - - 12 s a 4.s 4 - - -.95 7 5 4 - - - �p ebm TAPCDN THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP 0 0 - - - - ^ 1 95 BS 5 - - - 0.5 ZS 5 A - OR OICTANCE MIN.SPACING r4 12 - - - - - 14 105 7 5s - - 11 8s 95 4.5 r - E.D. MIN.SPACING-3• MIN.SPACING-3' MIN.SPACING-3 112' MIN.SPACING w 3' 3 3/4' ¢' t0 T'S - - - - 9 7 45 35 - - - 7 5 3S 3 - - 1 V $ POURED COttCREtE&. , L'OV7a?E a0yt7g7€I4:WS POURED CONCRETE& PaiNRED CONCRETE do Pam 0 OSE ROOT CONCRETE BLOCK CONCRETE BIDCK CONCRETE BLOCK 115 a - - - - - 11 8 55 45 - - 9 0.5 4.5 - - LIDO &OL ER=s MR Eaa3 1/2`MN ED•2 1/2' .IEAa3 f ibtl M.S, MA Ea•3 1/Y HIR EOL-24/2' 7.5 - - - - - - 12 9 b - - - 95 7 45 - - - - 3` to p50 7.0 0.78 1.0 0.84 (.D 13'-0' 11 - - - - - - - 3S to 65 - - 05 a 5 - - - $ - . -, ,mow 2 T/2• 0.81 1.0 as7 1.D 9 - - - - - 85 63 4 - - 65 5 3 - fat r�+� ♦.. SD - - a8 a. 5 - - ♦35 8 4 - 1i1 2� 0.7T - - - 0.511 - iS 8 5.5 45 - - - 1 3/4'1 - O.-Sl - - - ie 7.5 - - - - .. 5 T 1 T 0.35 M43 a. - a 6 4 6 4.5 3D.35 9.5 - - - - 9 7 a - - - - a B 4 = -r- -pp _ FLORIDA.BUILDING CODE(Non^High {►e(acity Hurricane Zone . 4410! \ER F, 02017 TILTECO,INC. 2017 EASTERN METAL SUPPLY,ANC. _ Accordion Shutter System 8$_ 10 H.Y.WM#1 W/OR W/O KV.MMM SDE ,}� TILUT TESTING ENGINEERING COMPANY .American Shutter Systems LY. DESCRIPTION 'OATC DPAWII'W.'' L.C. & 6353 HSA.390,.51.,Ste.Wk VIRGINIA GAD9NS.FLCRiaA 3313 '268AssWesttoA} Inc. ! OLD 46-ORS JZ7/7 04Tf; 07/27/17 Phana.:(305)571^1530.Fox:(305)871-1531 4268 Westloa85 OriVe 2 Q..t��- 44 o-.09:Inax000U.c West Palm Beach, F�33407 3 DRAWING NO ^a,4��........... ••�' �tellfit WALTER�nLLrr Jr.P.E. 4 671 9 17-107 / j FLORIDA uG d 44107 6 SHEET OF 2a P.E.S'E7�4 {fiR DATE MAXIMUM ANGHORa SPADING ((n� WEDU E FOR A GIVEN MM �+,LITTER A' ASD DESIGN NEGATIVE PRECC R 4TNG AND A �-rZRRECPONDIN�MOUh'T'NG TYPF FaR GONGREtE OR GO%BETE BLOGI. IRCI'A I aTIOhC WEE MOONIRC9 1,J.K&L ON SHEET 7)' t Y1ALK OVER& TRENCH POUflED�N BLpCK ANCHORS 9 IND LEGEND MAXa6IM MDQ QJ RAWGUARD MOUNTING . WALL/ MOUNTING ©WALL/WALK OVER MOUNTING. III A OE5971,taL;11IVE eriESSuff R11PG(pM 0.OmBB 6QIODE PIBAUSE RAiC¢t Asn.oma+NCCA1Mi E1ES19tE C(p, OES'LTl tS6Atlf'E PRF511ME W.NIO .z'#�+"i�'TpPCdry:tOR,..,r"""r tzo 160 ios 30 40 eo 75 90 1zo Tso las 3D w so 7s5011120M0120! 30 4o so 75 90 1zo leo zas TT�IPCOTV 14tTHnpp�AP(CEO TNREAOFORMTFANNOIAGI; . 14 12 10 8 B B. 8 e 12 12 12 12 12111.518.5 .S 7 7 7 7 7 7 7 SA 5 15-18 S 5 5 5 6 ALL POINTS SOLID-SET 3'-0' I4 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 S 5 5 5 5' 5 9 5 R UFS 14 12 ,a 9 B a 8 6 12 12 12 3200.518 & 4S 7 7 7' 7 7 7 7 BS S 8 5 5 S 8 9. 6 BLUE TAP 14 12 10 9 8 8 B 6 12 12 12 12 12 10 7S 6 7 7 7 7 7 7 7 S 5 '5 5 5 5 S 5 TAPPER+ 14 I2 10. 9 B 8 8 8 12 12 12 12 41.518.5 " 5 7 7 7 7 7 7 S.9 4 5 5 '$ S 5 5 5 4 -0. 14 12 10- 8 8 8 8 6 12 12 12 11 f2 8.6 7 6S 7 7 7 7. 7. 7 7 7 9 5 I 5 S 5 5 5 14 12 10 9 8 8 6 5 12 12 12 85 B a 45 35 7 7 7 T 7 7 T5 5 S 5 6 5 6 5 5 5 14 12 10 8 0 8 B 8. 12 12 12 72 10 7.3 9S { 7 7 7 7 7 7 7 6S 6 5 5 S 5 5 5 5 14 12 ID 9 -4 8 B 6 12 12 12 11 9 7 S 4 7 7 7 7 7.5.5. 4 3 5 ! S 5 5 5 4 3 5'0. 14 12'10 9 8 8 6 6 12 12'12 12 f0 75 5.5 4 7 7 7 7 7 7 7 7 5. 5 5 6 5 6 14 12 10 8 B B '6 6 12 12 95 75 8 4.5 A6 - 7 '7 7 7 7 7 6 3S 5 5' S 5 5 55 4 14 12110 9 B 8 6 8 12.12'12 M 8 5 4.6 - 7 -7 7 7 7 J 55 { 9 S b' S. S 5 5 4 *SEE AN 14 12 10 B 8 8 6 8 12 12 1.5 8 75 5.5 4 3 7 7 7 7 7 45 ]S - 5 S 5 S 5 4.5 3,5 - SPECIFICATIONS 6-0' 14 12116 9. 8 e B8 12 12 t2 10 e 6.45 35 7 7 7 7 7 7 7 7 5 5 5 S '5 5 5 5 GN SHEET'13 14 12 10 9 8 8 B 6 12 12 8 0 5 4 3 - 7 7 7 7 '7 5.5 4 - 5 5 5' 5 5 5 4 3 14 12 10 B 8 8 8 6 12 f2 10 .8 BS 6 .75 - 7 7 7 7 7 6 A5 - 5 5 5 S S '5 4.5 - 14 12.11ati 8 8 0 8 8 12 -12 f0 8 IL5 6. 3S - 7- 7 7 6.b 53 4 5 5 5 5 5 4 3 � 14 12110 _9 9 B 6 8 12 12 12 0.5 7 5 4 3 7 7 7 7 7 7. 7 6 5 5 S a 5 5 5 5 ° /4 12 10 8 8 8 6 6 IT 10 0.5 6 4:5 3 - , 7 7 7 6.59 3 5 5 5 5 5 5 &5 7 14 fz fo 9' a 6 s a 12 12 8.5 7 ab'4 - 7 7 7 7 7 5 _ - s 5 5 5 5 .5 { - 0 VALID ONLY FOR UP TO +70, -75 14 12 Vas 9 B 8 6 - 12 12 a9 7 S.S 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 45 s5 - - PSF AS.D DESIGN PRESSURE e 8 - 12 12 OS 7S B 4S 35 - 7 7 7 7 7 7 7 4 .5 5 s 5 s s s s RATING & FOR SPANS PER 1z,# 11 12 10 9 8 8 6 - 12 8 e 4.5 { 3 _ - 7 7 7 7 5S 4 - - b 8 5 5 5 4 3 14 12 10 '9 B 8. 0' - 12 11 73 a S. 75 - - 7 7 7 7S 6 4.5 - - '5 5 y 5 s 45 - SCHEDULE #3, SHEET. 11 14 12 10 9 8 a - - 12 111.517.5 6 S 13.51- - 7 7 BS 5 4 5 S 5 8 4 3 9•-0. 14 12 10 9 8' 8 - - 12 12 9S 0.5 55 4 3 - 7 7 7 7 7 7 B 3 5 5- 5 S 5 S 5 5 14. 12 10 6 0 8 - - 0.5 S 5 4 Js - - - 7 7 7 8 6 3.5 - S. 5 9 5 5 4 3 14 t2 10 .9 0 8 - 12 10 8.5 5 4.5' - - - 7 7 7 6.5 B,5 - 5 5 5 .6 5 4 _ 14. 12 10 9 8 B - - 12 0,5 7 5.5 k5 35 - - 7 7 35 4.5 35 - 5 5 b 4S 39 - 10,-0.I4 12 10 9 +8 8 - - 12 ,1 85 6 '5 3.5 - - 7 7 7 . 7 7 4S - 5 5 5 5 5 5. 5 45 14 12 10 9 0 8 - - 95 7 45 35 3 - - - 7 7 7 $,5 45 _ 5 5 5 5 4.5 J.5 14 ,2-10 9 8 8 12. 9 6 5 4 - - - T 7 7 6 S S 5 S 45 5 14 12[10 8 88 - - IZ 95 8 y 4 3 - 7 7 5 4 3 5 5 5 4 JS - ' 11,-0"1 12 12 10 7 55 4.5 35 - - 7 7 7 7 7 7 35 - S 5 5 S S 5 5 4 14- 12 8' 8 73 - - 85 6S 4 3S 3 - - - '7 7 8 5 4 - - - 5 5 5 5 4 3 T4 12 9 8 8 - - 11 8 5.54 - - - - 7 7 7 5.5 4.5 - - - .5 5 5 5 45 _ A 4 72 9 s - - - ,5 BS b5 4S.J5 - - 7 , 4.5 3S - - - - ! 3 4S 35 3 - - - HVBLADE 0NLY14 12 9 8 - - - 12 9.5 8:5 5 4 3 - - 7 7: 7 7 7 6 J - 5 5 5 5 5 5 4.5 &S - 14 12 9 8 - - - 8 6 4 3 - - - 776S43 3.56 5 5 4.5 4 714 12 9 9 - - 10 75 5 4 - - - - 7 7 8 14 12 10 9 8 - - - 05 9 5 4 3S - - 7 6.5 45 3.5 - - 5 5 4.5 13'-0'14 12 10 9 0 - - 1S S.5 6 4.5 3S" 3 - - 7 7 7 7� 7 SS - - 5 5 5 5 5 5 65 35 14 12' 10 9 6 - - - 7 5.5 35 3 - - - - 7 .7 5 4 3 5S 5 4. 3 I4 12 10 8 8 - - - 9• 7 45 L75 - - - - 7 7 35 4S - S+., 5 4.5 4 14 12 10 -9 - - - - 10 7.5 9 4 3. - 7 6 .4 3 5 5 4 3 14'-0"14 12 10 B - - - - 03 a 33 '4 3.5 - - - 7 7 7 7 7 4 - - 5 S S S 1 5 5 4 3 14 12 ,0 9 - - - 5 5 -3 - - - - 7 7 5 3.5 - 5 5 5 4 14 12 10 8 - - - - &a 65 4 - - - - 7 7 5 { / 5 6 5 4 - 14 12 '10 _ - - 9 7 43 33 ] - - - 7 5S 3. - - 5 5 13.5 3 15,-0.14 12 10 - - - - - 10 75 9 4 3 - - - 7• 7 7 7 7 J5 - - 5 5 %S5 5 5 4 3 14 12 10 - - - - 6 4.5 .J - - - - - 7 7 4:S 3 5 5 iS 3S' 14 12 1. _ 8- 4 - - - 7. 7 . _ _ _ _ 5 5 5 4 - 1485 65 4 3.5 - - - 7 SS 35 - - - - S S 3! 7 4S 35 3 - - - 7 7 7 7 6 3 - -. 5 S 9 S 6 4S 3:5 •- 14 45 J - - - - 7 6.5 { -- 10 - 5 b 4 35 ,4• ,2 ,D _ 7 �, - _ g 45 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone T^ •, i/�.0 02017 TILTE6a.INC. ®2017 EASTERN METAL SUPPLY,INC. fieA ,r �CMSF,%" ;, BE TH/A HVTM IL E C O �No. �� ",��'®�� Accordion Shutter System $ ' H.v. #1 w/oR w/o H.v WINDOW BLADE American Shutter Systems �{ TILER TESTING & ENGINEERING COMPANY Y .N DESCRIPnam A. ORAYIII ft LC. I�s.• P v� ,Y eJss B.w.]sm.sa Sb.JOS NRODI IIV 0E76,FU AOA 331 A9SOClotlon, Ino,. t OLD 1$-085 7/z7/1 aAT�7-107 Phone:(305)871-1530.Fax:(305)B71-1531 4268 Westroads Drive 2 �tf'(+' ••.....• 1 t�°° m00:'<lleca®4ol.eom West Palm Beach, FL 33407 s DRA H/ON f�•��`•p.\� d EB-x008719 Z ONAL�[avj111L Y/ALTER A TOUT P,E 4 1P.E.&E4l:/iiG AIGE/DATE FLORIDA U�.y 44157 5 SHEET 5 14 OF•20 MAXIMuCQRRESPONDING GI N MAY SHZl SPkN tJ [}}(� k S D L1 sIGN EVMRE�j{.T]j�.G AND A'CQRREMNDIIlrz (s--e MOUNTINGS ON SHEETS16&17). l._J EE ZEE;T F� F-=- SOUTHERN-PIE • SPRUCE PINE S RUC. PIN SOUTHERN,PINE No. 2 W/MIN. G=0.55, SPRUCE PINE FIR'NORTH SPRUCE PINE FIR SOUTH 1/2"MIN, COX 02dWG/MIN.G-0.55, FIR NORTH FIR-SOUTH DOUGLAS FIR W/MIN.G=0.50 W/MIN. G=0.43 W/MIN, 0=0.39 PLYWOOD MINu d p W/ W/MIN. 0=0.43 W MIN, G=0.36 EPIµ(7O 1VALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CE UkG MOUNT T VIALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O.WAIL 1douN71NG5 B.O. WALL MOUNTINGS O.Q. PrALL MOUNTINGS M. N. O &'k FLOOR MOUNTINGS M. N, 0&R FLOOR,MOUNTINGS M, N, 0 &R FLOOR'MOUNTINGS WX W&X W & X P &q S,&V S k Y S&Y & Dam 1@]511H '4 F/�75(� (rt3QI NDEf ra am'6 f¢-'iISSROMm0warnow IS&G97f 06 E R90:(Fi) 631:!IEGLh6 Ft55FEFFtti(F61 1L➢71 kCO�EF7EflFE90Y..(�i0.050UeAlA£P.S.If.RtRs(P!j alawsmfmmmmm G97i LSUDE PFLLYfE EVIt7(p8 0.[@?I t�.0h IT1lMStWNiTp1) ' 30 40 60 75 90 05 30 40 60175 90 05 30 40['60175 90 105 30 40 60175 90 O5 30 40 60 75 90 O5 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 6D 75 90 05 30 40 60 76 90 05 JO 40 60 75 90 OS •-0"OR LES 12 110. 10 9 8 8 6 6. 6 6 6.6 12 10 10 9 8 8' 6 6' 616 6 8 12 70 10 9 6 ,8 6 6 6 6 6 6 6 S 4 4 4 3 12 12 12 12 12 12 12 12 12 12 92 12 12 12 12 12 12 12 4'-0' 12 10 10 9 B $ 6 6 6 6 8 6 12 10 10 9 8 8 6 6 6 6 6 .6 12 10 10 9 H 8 6 6. 6 0 6 6 6 is 414 4 3 12 12 12 12 12 12 12 T2 12 12 12 12 12 12 12 12 12 12 gL,q• 12110 10 9 8 B e B. 6 B 8 5.5 72 10 10 9 B 8 6 8 6 6 5 5' 12 10 10 9 8 7 8 6. 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EACH SECBON 4N SHEflS 1B&17. -SPRUCE PRE FIJI NOM t7/C-OA3 FxCEPHON:SEE NOTE 2'6DA'N. -SPRUCE PINE FIR.SOUTH W/CP11.36(NI -149 1/Y COX 78-YNODO(1986 APA) 2:ANCHORS TO HOU.d7i=50 SHALL 8E AS Nett 3AOUtatit�7TPE U,SHEET 17 AND SHALL CONSisf'OF. LAO SCREWS o PER NOS 2015 SPECIFI 710N6• 4Axf�t4oR'S yjryUNAFLt BES INSTALLED FOLLOWMG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE �ArNIP✓aJnre¢Dw FLORIDA 8 ltwh(NG CODE INorr High Velocity Hurricane Zone ¢2017 ALTECO,Ime. 02017 EASTERN METAL SUPPLY,INC. +,��-.�,�_.�`; q�� r�r► Ai ■ A Accordion Shutter System Kv.MADE#t W/OR W/0 ELY.WNW a" ,lT TILLIi TESTING !c ENGINEERING COMPANY American ShYtter Sy9femS Ev.x DESCR9�TION DATE DRawtT B,: 7.a. " 7 r ti• A$900t4f;op Inc. ! OLD 95-08s 6355 N.W.36U.st.514.305,t1RCR7U Otnval FLORIDA 331 t /27/1 nkle 07/27/97 Phone:(305)871-1530.FOk:(305)871-1531 4268 Westro0ds Drive 2 DRAWING go J 1 O-miG:talceOtloa c6m 17-107 o mss•//+f1"1F�"/'{"g".�a�1�dt' E9-DDBs71c. West Palm Beach, FL 334D? a .�/YtI/7L F 111 WALTER A TILUT Jr.P.E. 4 P.E. SEhCfSiFrtdA�'(1RE/DATE fLORd1A Lta'p 441sT s SHEET 6 5' OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 NV BLADESAS APPLICABLE MAX SHUTTER SCAN L+ OR L— FOR INSTALL A,TIOfJS INTO WOOD WITH HV 130M C1�ONLY S AL D 005.0 s S.D iGN PRESSURERATING. E S E Y-WALL nwsH Sp DESIGN GN LO D {l S O H D & O N fi U ISON APCON WITH ADVANCED 4'x8'CMin.)fOnSRNG +t E E1 " TNREAOFORM.TECHNOLOGY WOOD 1=1 REOUfflEb. A .1 ?r •--^- EDGE( APPLICABLE} /' k t,.iA" i W/ 1 1 2`Win.PENETRATION 1 4`p=20x3/4'S.S. URAL ADEQUACY + / OF EXISRHG WDOD BEAM y y i A:Rti OF EO MFA TO 1^ PHIU.iPS TRUSS HEAD To'BE CERTfRED'BY r+I J' —........,. (. J I EXL4PNG v7000 HEADER. 17.1n MACHINE SCREW$ REGISTERED ENGINEER OR :11.11 / ; k_(SEE SCHEDULE ON SHEET 75) W 1/47-20 NUTS E EQTRU OR Ill / / ART3{DECT;FRIOR 7t} 0 "- �- — 6 12'O.C. 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YAUO '^'t1it�#Y� ca t (,.Ar�aT0F1T % WOOD W/MIN.SPECIFIC I @E SHEEP 1D "" +• I ION SHEET 19 raid I j VI1Y OF 0.50 AS DOUGLAS DACE 2 F 0, i•`5FE 5fiFET 4 FOR TYi'#AL SNNRFR A55E),iaLY 4i 0}a:ig .•1 OR OR SOUTHERN PINE No.9. OR EQUAL. 2-UOUN11N6 5ECDDNa'GAI BE LATorL EO HV�.CEILING INST��.LATfiON . M ANY WAY 7Q 5llfr ANY MSTKATgN u , L` I NG IN X L ON j, 7 (SEE SCHEODULE ONTSHEET TI IXGLRASSSS\ 1 t°s� 0 1 OR `"!(SEE SCHEDULE 1 ! 5 ; TQ CWSS 1�ii 1 El=� 1 tti CiM;EstD@�1 I ',4ti I ON SHEET 11) I I ! 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TECHNOLOGY vi/1 t/2'Mia.PomRARON OF THREADED r ( OF T1TR ED AREA TO AREA TO EXISTING WOOD HEADER.(SEE .EXISTING WOOD HEADER. _ AREA TO E%ISTNG W000 HEADER.(SEE'.SCHEDULE ON SHEET 15) SCHEDOLE ON SHEET 15) � {SEE SCHEDULE ON SHEET �SEE LTM OF USE FOR `J'.FAV. WALK—OVER 1N57'IALLA710N V HV WALL SILL INSTALLATION B gA ,ts Wf�V_FLQQR INS {LATIQN RDRDA BUILDING CODE Hon High Vetocity Hurricone Zone 0 02017 EASTERN METAL,rS,UPPLY,d4c. .......... 02Q17 RLTECO.INC. .' ..._._ BERTHAV;m ■ i.,Q. Accordion Shutter SyStem H.V&ME#1 W/OR W/O KV.WbMW @LADE r American Shutter Systems CV,N O15CRIPOON DATEPRAWN BY LC ; (,�✓ TICCIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7f27f3� O- O7 27 17 CJ`s 4 �1ry4 a35&N.14.Sdyf.St.5U.iai NRb$L.4 1;enDFAS.12DAAEA 331 . ,Phena:(305)671-IS30.Fax:(30a)87t-1531 4268 Weatropds Drive 2 DRAWING No TMp f1j ••.......• 1� ti11 a-Ma1:O IWCQQ d.C.. Welt Palm Beach,'FL 33407 3 17-107 RAL A,r''N7 WALTER.l RMUT Jr.P.E. 4 FLORIDA U.t 44167 5 SHEET P.E. SEAL%O( ATURE/.DATE 6 17 0 2D END INSTALLATIONS i HV BLADE OR WINDOW BLADE WI0 2"x4" MIN. WOOD STUDS ra`tun.WOOD smar REWD. ala"Ona WOOD ew `10 stubs RTaa,.. i. 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West Palm Beach, FL 33407 3 _.�S ..... (''� EB-�bs7,a. 17- 107 •"'...�OI AI»��«?•• WALTER A TIILJT JG PZ P.E. SEAL/SIGNATURE/DATE bA d 44167 6 SH is-OF 2 A G 4.:!`"'�=,/"°'L+ •f E I..I:MtT'ATI( $,11fj CONDITIONS OF I all ffrm pm ^ Y �Y �cc fjfjLBEHiHA t.1W.A-SD.DESIGN PRESSURE RATm,-+110,-11Q pm. 2.I=.SHUTTER SPAN:66' T.ALLOWED MWMINGS:A.0,0&H ON SHEETS S.7;AS WELL At MOUNTINGS M.0.T.U&W®®ON SHEETS 16&17. y ONLY CENTtFMA, OR S ft, CJ( P GRiA Uf ti CASE DF ApP9 G UST rt1.F.l« iv 8E INCLUDED OOR OPNLY AT MMOR ACCESS SIDE OF �gVVs li:%0 (3'PA)W YINDOIN FOR BLADE-PER( SHALLONLY ALLOW SHOWN AMA)pN SHEET OPENINGS HGL DE AT MAK.5.WINDOWSJ (8)MIN.CLEARANCE FROLI TDP OR BOTTOM EDGE OF W WINDOW BLADE Q ALLOWED AT HY .°A • s rs ss OF ANt 3'4 HOLE FOR.(OSKA L BE 12'. WANDOW{BLADE{C„A (C)FIRSTOR�1§BLADE COMING OUT FROM StARTFRS AT ENDS MAY BE HY , , s, WINDOW 6LAD*'((s i WINDOW p1ADE MUST BE USED AlTc'RHA'{E TO A SOLi4 HY BLADE(D THROUGHOUT @1,� i THROUGtiaUr S7N7TER'S WusRL p �, , • , , , 6 � a s r - (Fa E URMATES ALWAYS BE LH5rAUED AAIACENr TA A SOLID HY BLAD iiJAT.94 SHALL SIDE OF THEM. m • SEE'END { (F)POL.YCAR80NATE HV WINDOW®SHALL BE INSTALLEQ SD TA86 FACE CONNECTION _ s , , , ► • $ rY THE MIEWOR•OF THE OPENING BEING PROTECTED.HV NIN o UUSf BE DETAILS ON SHEETS' I + r as ONLY MSfALlED THE USING A HY SETTING TOOL P�BY ASSA SO&T8 TYP. O; c' FULL HEIGHT. 3b� G.STP ANCHOR SPACING SCHEDULE FOR 04ULLATIONSINTO WOOD FRAME 1 11811 *'r' BUIIOWGS ON SHEET 15.AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES a P P 5 L 1&2 ROVE). s b�� C 7.SEE ANCHOR SPACING SCHEDULE FOR I115rALLATIONS INTO POURED CONSREIE OR CONCRETE BLOCK WALL ON '. 12&13 AS UNITED BY SPAN AND DESIGN I=(SEE NOTES 1&2 ARGVE). C541- (SEE PLAN FOR REQUIREMENTS) 8.LtMMUM SEPNWTION TO GLASS SCHEDULE PER ASTM E-tS96. 0 N TYP TOP&BOTTOM 'VMD ZONE MINIMUM SEPARAITON 7O GLASS NUMITED MDT! 1 THRU 3 1' MIN.SEPARATION TO CLAM —.•..'— . , ELEVATION ,,�...{{{LEE'sC outs:ON SHEET'11 F02 B�DE(i} 4 6.zp- EXISTING GLASS I J�oN THIS FR7 LD--- �A - � TP ! 2 2} z 4 TYP, sYM!ETRL cENTERRatEs.zi 2Q� ti '�,,,,• !f L+ � j \1 ttf 2 OR 5 AHO W/O ( NOTE 4 ABOVE) PLAN TYPICAL Q BY BLADE WORKING IN UNISON WITH HY WINDOW SLADE A -SHUTTER* FLORIDA BUILDING CODE{Non. High Velocity Hurricane Zone 111 ✓" 02017 RLTECO.INC. 02017 EASTERN METAL SUPPLY,Na Mc �± B RT HVTM 11 >,r,.. A®a7.s■ ■ Accordion Shutter System di H.Y.RADE#1 WJ OR W/0 FLY tM WN BLADE ¢^� T TICCIT TESTING k ENGINEERING COMPANY American Shufter Syafem4 Ev. DESCRIPMN DATE ORAW,ia Bw L.C. su.6Lm U. vLitGtHtA GaneWe.FLOM&sir AS90Cl'QflORs. Inc. t OLD 75-OB5 7/z7J1 DnTE:, 07j27/17 (300)871-}530.,Fm :(30.9)071-1531 4268 Westroads Drive 2 a-mm'.IDL«amaw.eom West Palm Beach, Ft 33407 3 DRAWING No EB-0006719 4 1��' o� WALTER A TW Jr.P.E. P.E. SEAT./SiGt+ ;&E/DATE, FLORIDA io.f 44167 6 6 �H19 OF 20 f ,6°x 1 ,Z*,0-035•THIpK INSTALLATIONS W j 9 HV BLADE & HV CENTERMATES � 12.000'MQ. - M6L M A-55]DFA➢E 40 VPRIES y� 2"Max. _ Wn.G-60 DALV.STEEL a METAL STUDS AT 16'D.C. W 43b INTO METAL STUD WALLS ` B ^ - --_-- t/z' 6 T@/-075"w [ONSSTONS OF USE iM g4•p9' NUM S VEL ...>�g o �' FO�• j HST B1.AQE ACCORDION 'SHUTTER 6083•-TS ALLOY 1.1/+"x 6 s/+<0.636'TwGK i6n. 430 — ' ° r SYST M INS]' I°TION T M A S-IUD WALLS S CONL GV,V.STEEL TRACK CTNNNEL, ®6"O.C. G$°p.C.n, c..` vbi 3 DOD• . ASTM A-653 crows+0 160-G-6p - �-'--' SEPARATION To %&S-S SCHMULE ��y F--- CA%1 2E0 FASICRED 10 SIUDS '` 1 W/(2)86x1/x'TEK gcRn s DN ; �pfI5nNG FINISH 3g s 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75• - 75 (psf) MOx• TNrET6oR a EXTERIOR FACE � As APP[ITn6LE 2. MAX.SHUTTER SPAN: 80-" WIND 20NE ' MINIMUM SEPARATION 43CfEEri�GttT+.1` EXISTING G[nss--.{ MIN.sEPaftanoN \_/'� w 3. ALLOWED MOUNTING: MS.ON THIS SHEEr.. ASTM E-1988 TO GLASS {g��'py� TD GHEDS 1 t THRU.3. 1= l"_.�/ 1f 4+'f3-'Io r- $0L'{' -(SEE SCHEDULE) 4, flNLY�ENFERMATE.�21}Wj 24 HV LOCK ARE ALLOWED (Iva) MUST PENETRATE 3c 1" i WITH 21 ARRANGED 1N A S MErRIIALC LAYOUT._ 1 o USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 1/+'x 0 1/4"x 0.035•THICK Mtn. EXISTING FINISH .1 INCLUDED AT�RIOR''OR INTERIOR ACCESS SIDE OF 1.373"-1 {'COM.CALV.STEEL TRACK CHANNEL. �AS APPLICABLE C I ASTM A-653 DRAPE a Mtn.0-60 ENTERMATE. 'GALVANIZED FAST04ED TO STUDSa:r.—___1 }J/(z)#6.Ir TEK SCREWS ON 430- 430- •t RMERIDR k 'EXTERIOR FACE' — -O.C. ®6'O.C. 'D 1 j4"4+-2G THREAD$ +::.0 ', BLADE SLACK w DETAIL (IVF IS ALSO VALID�FO^'�R. 43C 1/00 ELCO CONSTRUCTION Wy - 1.1z. 12 38 CENTERMATE APPLICATION WITH BLADE V P QUICTS FAB-(,OK HD 43� COMPONENTS 1 1/2X 653 G THICKO.C. M'm.ASTM A-6S3 GRADE+D :::y: '�k7�%,-,.' `.,, G-60 OXY.STEEL .� MS' N►ALL H ��, 5„LLL INSTALLAT�O�I —EXt521NG FMI5H A5 APPLICABLE 5Cq[,E;3/8"= 1" METAL STUDS AT 16"OC. in.:� {TYP.TOP&BOTTOlVA A) 1 /4"x 6 1/4'x 0.0075^THI_CCK.1Fin. GALVANIZED FASTENED r0 STUDS CAL ' the t 1.1 twl Cz)�sx1/z TEc scaets oNL. EXISTING GLASS AM _ 1 S fh1MTRYCAL SYivlMETRY j .•. huN.�s7�N VARIES 1 , ' T �, INTERIOR&EXTERIOR FACE CENTERMATES W/:,�'; {_'•, ` :., ,;"CENTERMATES W/' ; ! 'f. t. 1 (SEE SCHEDULE) Max. S T'-EXTERIOR ACC€S S d ! E:,'' ,.lNTERlO ACC€SS SIdE` 4 - --------=�;?______—. ___-- -- - ------------ ----- -- -ti~i--- - ----_---35(5"Min.) ------iN 4 --------- -I � __ -- - _ --_--__ - —__ --- -- -- -- --_---- --_ --- - =---= _—= -_-= - --_- - --- °=a 12 71 - -- -- --- -- - --- --- ----- -- -r - - --- --- - _-- ------ '_'_' 14 t r 42 - - i. --. 21 21 - * ,21 ! -� " i L0CA7 AT j•'A1 . ! ---__-__ _- - ---- __�. \ HV HEADER/SILL ENDS - -- -- ------------ - - -- --J --- -- ------ VIEW Y - ---- -- -24 SIDE CONNECTION TO TRACk __ 3-114' 6 tlz°{Typ.) -1_ 7 1 t Y 7" 6 1f2`MAX SEACK• {COnt} Fly H8 BLADE SLACK DETAIL HVE HVC FLORIDA BUILDING CODE{i70TT High Velocity HUFFiCOne Zone: { 02017 nLTECq,INC. @2b17 EASTERN METAL SUPPLY,INC. BETH' ,,�'+�••'��'�''�J� —co , rL� Accor R S te 1=7 g- dotte System h 4► Ma' A■ ■A■ H.V.BLADE#1 w/OR w/O KY.W11,00W B.AbE f!f$4> I TILUT TESTING & ENGINEERING COMPANY American Shaffer Sysfems EY.N 0E6CNPnoN DATE' DRAWN_M LC. !L _ 8354,LW.38Va,sl.,5ta.34%WICINH CMIXNS,FORA 3316 Association, Inc, t OLD 15-085 7jY7f7 DATE: D7127f17 �• '' k PAonc:f369).e71-1530.Fox:C30.5)B71 rS31 4268 Wesiropds E)rwe 2 l;61twV..L.om West Palm Bepoh', FL 33407 3 DRAWIN a-maG No +. .�C{� ►o •.��d11 E6-6006719 4 i 7-107 q Ca 11 WALTER A.TILUT d..PX SHEET P.E. SERL��A1 Ef DATE FLOROA U4.x'4+167 s 6 20 OF 20 I ' I I