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HomeMy WebLinkAboutProduct Approval �o aq �o o� a� I PAULMELCH INC. MECH-ELECT-CIVIL ENG. -19$4 BILTMORE ST.#114 --.-_-_._.--------------- —--__-_.___- . J PORT SAINT LUCIE,FL 34984 Hilly Shutter Installation -PAUL WELCH'R:E. FL)V EG NO.29945 9650 S. Ocean Dr. (4505) :u r; Jensen Beach,FL 34957 � � -- INSTALLATION SCHEDULE Unit Null Shutter Shutter Shutter Storm Anchor header Storm Mullion No. Pressure Width Leight Span Bars# Spacing Reinforce Panels Type Inter/End Yert/Horz Req'd Req'd Bolted .-—PSF YIN Y/N Tntai d i i t Y9�'t* R � CA kO \1G�A- /� Interior End Top + ottom Interior End ;40 tttOm Interior End Top + attom Interior End Top + Ottom Interior End Top + ZOOM Interior End Tap + DUM Interior End Top + ottom Interior End Top + ottom 71wwdo"End Top ottom Interior End Top zottom Interior End Tap m Interior End Top + OttOm 7Lnedor End Top + attain Interior End Top + attom ;i • .1 �,•4h��N 3 F+'���')r{�4�y ��'r���M.�'S-9�L�..-. A..'��� � ✓. � r-� +frx,7 G. �aFaE SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Pub9catbns FSC Stift 8W Me Map Unks Search I usines�jt, Professional i USER: kAU. pproval egulation ftALCt 6RpMV_a€taenu>Product or AootcaHon Search>Aontcation LHt>App9tatlon Detag FL# FL389-R7 Application Type Revision Code Version 2010 Application Status Approved Comments Archived i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeleY@easternmetal.com Authorized Signature BIII Feeley frodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..TIIIit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R7 COI ASSA INC CERT.IND. HV3 14-0428.02 DRWG13-031. df Referenced Standard and Year(of Standard) > Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R7 Eauiv LETTER CERTIFY ASTM.E 1996 odf Sections from the Code Product Approval Method Method 1 Option D r Date Submitted 05/05/2014 Date Validated 05/05/2014 Date Pending FBC Approval 05/06/2014 Date Approved 06/23/2014 Summary of Products j(FL# 1 Model,Number or Name {Description { 89.1— i Bertha HV Accordion Shutter- j Extruded aluminum Interlocking blades retained by tracks(top and bottom)for {Blade 3-(Non-HVHZ)-Drwg }storm protection — --- 113-031 — --- -- -------- - i {Limits of Use Installation Instructions Approved for use In HVHZ:No ; FL389 R7 II ASSA INC DRWG 13-031 HV3 NHVHZ odf Approved for use outside HVHZ:Yes { Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes j Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span Is 12'-7"for i FL389 R7 AE ASSA INC PROD EVAL REP. HV3 14-0428.02 DRWG13-031.odf i 35 psf positive ASD load and 13'-0"for 35 psf negative Created by Independent Third Party:Yes ASD load for one specific condition shown In span tables.Max span versus load varies with Blade 1 or Blade 1 and 1A working In unison,as well as existing I structure condition.See sheet 5 for schedules showing ! ;appropriate values. 389.2 i Bertha HV Accordion —i Extruded aluminum Interlocking blades retained by tracks(top and bottom)for I Shutter-Blade 1 Only- {storm protection { ;(Non-HVHZ)-Drwg 11-192 ;Limits of use ____-`---- ---rInstallatitin Instructions lApproved for use In HVHZ:No FL389 R7 H ASSA drwo 11-192.g_df Approved for use outside HVHZ;Yes { Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes I Created by Independent Third Party:Yes { j Design Pressure:N/A j Evaluation Reports Other:Large missile level"D",Max.Span is 16'-0"for j FL389_ R7 AE ASSA Productevaluationreaortdrwgi1192.odf 30 p.s.f negative ASD load depending on centermates Created by Independent Third Party.Yes and locking rod configuration for the HVi blade,8=O" { 1 i for+64,-72 p.s.f.load for HV blade for Keystone j II mountings 7'-0"for+75,-75 p.s.f.for metals stud i mountings and 8'-0"for 110 p.s.f.for HVi and HVSA i I working in unison.See sheets 7,11 and 20 respectively S j I of Installation drawings for other spans and pressures. 389.3 j Bertha HV Accordion Shutter- ;Extruded aluminum Interlocking blades retained by tracks(top and bottom)for j { COMBO-(Non-HVHZ)-Drwg storm protection I — {11-194 I { Limits of Use — --—— Installation Instructions Approved for use In HVHZ:No FL389 R7 II ASSA DRWG 11-194.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc i Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure:N/A i Evaluation Reports j Other:Large missile.Max.16'-0"span at 30 p.s.f ASD FL3a9 R7 AE ASSA Product evaluation report drwa 11-194 g-df load for Blade i and 18'-0"for Blade 2.See schedules j Created by Independent Third Party:Yes +on sheet 12,25 and 28 respectively baric Next I:entaCt Lb::1948 North MonMe9tMLtVQha19ee FL12199 Phone,890-487-IR74 The state of Florida Is an AVEEO employer,r pydM 2007.7013 state of cerwa-::Pmh1Gy EtaWM=;;Accessibility Statement::Refund statement Under Florida law,¢mall addresses are pubic records.if you do not want your a-mai address released is response to a pubirtecords request,do not send elacborde mall to this entity, Instead,contact the oMre by phone or by traditional mat,3you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,tffectke October 1, 2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address U they have one.The emab provided maybe used for official communication with the icensee.However emat addresses are pubic record.If you do not wish to supply a personal address,please provide de 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 dick bSL. Product Approval Accepts: El� sE?n 0 utiuritv.m rxrr>- GENERAL NOTES: I.SERA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT P.ED.)HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA 43UWINQ COOL THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONEL DESIGN WIND LOADS SHALL BE OETERMNED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHORE SHUTTER WILL TABLE OF CONTEI+ M BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd•C•OS,USING ASCE 7-10 FOR INSIALLATIONS UNDER 2010 FIC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, IZ 13, 14, 13. 19&20, IN ORDER TO VERIFY THE By MULTIPLYING THEA BY OA E�CONDITION. PARE TIM W/MAX,01-3,0)DEIN PRESSURS DETERIIMED PER E RATINGS INDICATED ON SHEETS 1 1% 13,7-10 SHALL BE FIRST"REDUCED TO 4,D&,0N WIND LOADS 19&2. AREA 1! FIV BLADE'S C�� �A GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND MOM ON THIS P.E.O.,AS TTSIED,WERE NOT OVER STRESSED,A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CO.1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM E1NTS 11-J7 BERTHA N.V.'ACCORDION SHUTTER SYSTEMB ADEQUACy FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1009.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER(C)IIPOEl'R ASSEMBLY 3a-44 ATL REPORTS( TYPICAL WINDOW BLADE h WINDOW DETAJL -HV GLADE a) 10214.01-0.10710.01-03,11004.01-05.11214.01-05,/0317.02-00,-/0809,01-10 MO 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-201 PROTOCOLS AND ASTM E-IW8 �FA�' HV AUK MAND FN VAN DQ>K BL AMC E-1998 SrANWM(MISSILE LEVEL D,WBC ZONES 1.2 8!3)8!11220.01-10 AS PER TAB 201. 203&203 PROTOCtLS LARGE WMIE NIM APA j L -HV WINDOW BLADE Q 10505.01=00 AS PER ASM E-taw AND E-192$-(MISSILE LEVEL D,HAND ZONES 1,2,3)BASIC PROTECTION ONLY AND/0728&1-88 AS PER TAS 202 PROTOCOL iTYPI�CrY,Y`=$HITTER ELEVATION dt NOTES ON LOCKS Z HV BLADE AND HV 1INOOW BLADE INSTALLATION DETAILS A-F.CONCRETE/BLOCK Q ARE ENGINEERED M WORK IN UNISON WITH EACH OTHER UNDER THE CENTRAL LIMITATIONS AND CONDTDONS OF USE INDICATED ON SHEET 19 INSTALLATION DETMLS D-M,CONCRETE/BLOCK 3.BERTHA H,V.Mx01OION FINS(EIV SCRETYS USED AT BLADES KNUCKLE AND FOR OIRECr MOUNT CONNECTION TO TRACKS SWILL BE#141d.75'AND 14111.75'RF5PEC11VELY,410-FLT WMNLIM.SERIES CENTERIMIXTE DETAILS W STAOILERS STET1 9CRE)AS W1T}I 135,0 kd STRENGTH AND Hp kW TENSILE STRENGTH.PONS SHALL BE COATED WITH BERii•N HV GAtJtMEL.D COA71W 5 TDI AS WNUFACMRFD BY APPROVED CE NTERMATE ALTERNATING DETAILS HV COATING APM11091 9,RE0ISIERE77 WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV WAKING ON THEIR HOD. 4.EALL 005A1 UYORRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TOM AS INDICATED ON SHEETS 3 AND J.MINIMUM YIELD Sn4MTH FOR 0083-TO ALLOY IS 30.0 kW AND 35.7 kN FOR END CONNECTION�SAILS 1-6.CONQAEM/BLOCK ANCHOR SCHEDULE-CONCRETE Bt BLACK S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AM SERIES OR CORROSION RESISTANT COATED CAOTDN STEEL AS PER DIN 50018 WITH 50 k.1 TIN.YIELD STRENGTH AND 90 kM MN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE A BLOCK AND SHALL COMPLY W/FLORIDA allLONG CODE SECTION 2411,13.4. ANCHOR SCHEDULE-CONCRETE a:BLOCK 0.BOLTS TO BE ASTM A-307 GALVANIZED SITII,OR NSI 3114 OR 310 SERIES STANUMS STEEL WITH 35 Lal MINIMUM YIELD SMEN01N. ANCHOR SCHEDULE-WOOD 7.SEE TIKE FGELbWING SFIEEI TOR ANCHOR SPECIFICA11OHM HV L9:1LOE O 1 12.13,14.43 AND 20 (NSU9.•ADO(4 DETAILS IM-R,WOOD- ! IN BLADE 1976 a JMKIM-N UNISON:42, 13 Ik ta.- WAU ATIN DETAILS S-Yr WOOD d a.THIS SERIN N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16779.082.COMPONENTS DF THIS APPROVAL ARE COVERED,),IN WHOLE OR IN PART BY U.S.PATENT/6'4sa779 155UE0 W'EASTFIaK END CONNECTION-DETAILS 7-12 OI X.WOOD METAL SUPPLY, INC. AREA 3• FN WINDOW-BLADE 0 ONI 9.IT.SHALL BE 1HE.RESPONSIIMLITY OF THE 7YYUNrRACTOR TD VERIFY THE MUNGNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE-ATTACKED TD INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CMAX ALL SHUTTER COMPONENT EDGMWNICH RDWAgN.THRU FASTENING IN COMUNUWNO S CONTACT WITH THE BUILDTO PREVENT WNO/RAN-INTRUSION. - TYPICAL&FLITTER ELEVATION `• Ia,EACH UINR MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING HOTS:OURINO PERIODS OF HURRICANE WARNINGS HOME OWNER;TENANT.OR OMUST PROPERLY CLOSE ALL HV AND HD CENTENNATES AID-ENGAGE OR LOCK ALL HV AND HD LACKS. THERS, AM 4., &WWMW MATH 6)ONL' IL SHUTTER MANUFACTURERS LABEL SWILL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WiTH SECTION 17158,3 OF FLORIN BUILDING COOL ONE LABEL SHAD.BE INSTALLATION DETAILS.META-STUD WALLS - r• PLACED FOR EVERY OPENING, 'Am NO TO COMPLY WITH SECTION 171&&2 OF THE FLORIDA R=N0 CODE 12.BERTHA H,V.ACCORDION SHUTTER SYSTEM'S INSrALUTION SHALL COMPLY WITH SPECS INDICATED IN THIS ORAWINO PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PEW 19 APPLIED TO, TS(a)THIS P-LD,PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRWECTG he.'&HERE THE SITE CONDITIONS OflM1E FROM THE P.E.D. (II)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUOING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. , (0)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (d)_SITE SPECIFIC PROIECM SHAT.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E,O.R.)FOR THE PROJECT AND)ILO WALL BE PONSIBLE FOR THE PROPER USE OF THE P.E.O.-ENGINEER OF RECORD,ACTING AS A OMMATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMUr To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGNEM OF RECORD THAT PREPARED R. FLORIDA MAG CODE(Aon High Velocity Hum( 1K,EEN'-,tR A. tit - ®2011•EASTERN METAL SUPPLY,I'. PBERTHA �'• �CErv'' :'may'; IM "'—� /� SsAccordion ShutterCCo � /y■ ■ ■ ■ H.V. MADE#1 W CR W/n KV,w j TICCIT TESTING A ENGINEERING COMPANY ALE1KfOAE1 Shuffsr.Sy�hmr, ` j ,*,� aw n.W.San.10.,n..xs.xAORu alooNs,Ra1RDA�1tb AnooldifOflR Inc. I OLD 11-063 11 11 OAC ` np N , Pl.a..:(305)871-1530.FaX 1(305)871-1531 4268 Westroads Drive 2 'cF '' �RIDPW. (0` R'"al'_�1i'O�CO" West Palm Baoch, FL 33407 3 D� WALT ss%'•...... G.y E1KE ER.AiJr.P.L 4 1 P.E.= O •I TIIt(C./DATE FLORIDA Lf�/44167 5 SHEE VARIES t_ -�`. MON. •.� �' ;h. r ' NkViL 1� `� O NV 30L1D BLADE 7 O 90• 1 SO• ARTER COVERED UNDER US PATENT Ja945B179 CHV_UNIVERSAL_ FLOATER `� � QUALIFIED m/ OR usEs—� '> E QUALIFIED FOR USE W/ HV BLADED O HV BLADET NDOW''�L!DE! 5005-T5 ALLOY AND TEMPER ILL.CLL FlE FO U HV 4053 TBA TOY AND TEMPER a *SEE UMRATIONS OF USE OF BADE®ON SHEET 19 BLADE t 37 , 6063-T6 ALLOY A TEMPER .- 4063-T4 ALLOY AND TEMPER 31220, r. rt . Am 994' 2 'i O O ' • • t r:� QUALIFIED FOR USE W HV O8 NV QJ CLeOR TIi•GK BLAflE 8 QQU IFlERu�vV Q FY. A - 40e3-Te ALLOY AND TEMPER BLADE QUALIRED FO�USE W HV QWUFlEDBLADE�)E W/ HV �x,4043 Te'=ALIOY�, TEMPER BLADE ONLY. ' C AR 8083-T6 ALLOY AND TEMPER VARIE9 _ _ 6043-76 ALLOY AND TEMPER N OLUILTFlED R U V 1At7• S1,• �.... •"' VASES 1.97e' -; 6043 T6 ALBIODYEAI T 053' OeJ' a .053• u.. no r 11 MV- _ 1 I 3,520t N . / •�a , ��raK4 QUALIFIED��RT6SMEIOY AND BLADTEME 1�9NLY Q�U IFQ �DERBiADI E 1 4 ' Q FlED FOR USE W/ HV BADE�j ONLY, / SEE SECTIONS FOR VALIORY`' '=SEE SEOi70NSFQI�•VALIDRY. O QUALIFIED F USE W HV 6053-T4 ALLOY AND TEMPER 8053-1B ALLOY AIiU TEMPER BIADE1 ONLY. 8063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 ffm tf1 X Y MH t 0 1• a•MAx. t/e• t/eI (14 5115E ANGLES ® 2• 5•MAx, 0.191. Q�GALIFIED FOR USE W/ HV ALUMINUM eHOLELS ® 2.5• 7'MAX. 0.190• 0.190• �GALIFlED FOR ©W HV BLADE() QUALIFIED FOaUSE W/ HV ® 6BLADE Q) -ALLOY AND TEMPER BADE ONLY. 2' 5.MAX. 0.139` 0.131' 6063-T8'ALLOY AND TEMPER- ,8003 -Te Au r AND TEMPERFLORIDA BUILDING CODE Non High Velocity Nuri 02011 EASTERN MEDAL SUPPLY. HUMNA HV A■Sm&AN Accordion Shutter S =1L C O i t:. KV. aaDE#1 W/CR W/O KV.WNtt /TVD( Am�rit:an Shwfhr ms / 67 i* TIWT TESTING &-ENGINEERING COMPANY M 61PtteN eAti am nM.aeln M.St-355,VMA WVEM L FUN10A 3nae Anooi0lfott, Inc. 1 OLD 11-063 tl 11 ure Q viRc vF �•J� phone I Woem71-1430,rw,(306)871-1531 4268 Weshaads Drive 2 - 't°taeoeaa`, Wast Palm Beach, FL 33407 5WALTER DRAW � f ttDATE nORQA uk/ Wa? 5 SHEI ear e >�wrAAcv .745" "X4'o ` S.S,M1,'tom eNRD r, , 01St p�'i awm�tre�inm `xy .71 ' eRAbe R411O[R .% 1• ".' __ , •KM{M10A,4Ea (tflQdX MAi10) PUiSO QUALIFIED FOR USE Wj NY HtADE ri do ONLYNAM� � egCd='T6 AuoY AMD TfiMPERJ ® QU ED FOR USE W/ FiV BLADE 1 1k ONLY QUAUFl E do ONLY �BLAQE yi(�dt Q 6063-•T6 ALLOY AND TEMP iHY (?1 " gUAl1Fl FOR W/ MY BLLAADE 1 ONLY no•p.p. I6. 6063-T6 ALLOY AND TEMPER PtAS110 HEAD 1• -fid THULIEReA etc{MOMMY(1014-13 A LOO TARN SJW N PMR/OM AS"WACIURM �.- M aaRRe TL nwA PMSS�Rotr.WN JwV o70S PIAN FROM`Ei.E\mN RV MALE "T 11 K GENURMA HV 3&�K�,�{,'�a " COCK �QUAUFlED FOR USE Wj HV BLADE ONLY � i IV I:" 1�1y C �»_LOCK GEt�7�Rt��y� ��i �`� QUALIFIED FOR USE W/HV BLADEdONLY 6063-is ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE PONLY W/NV-BLADE( ONLY. W Eti�ONLYN 6063-T6 ALLOY-AND TEMPER 6063-T6 ALLOY AND TEMP _ iAJ7 s.T61 412 CMNOM OR Aw' ' ItEY b sts" Iq 0.676"Min. (� 1 .115`Max. ILL^ IUI a0 QUALIFIED F<iRa:USE'W/''H1F,BLADE ni & A 4UAUFlED FDR USE W/HV WADE T & CIENTERMATEF ;48063 rA ALLOY AND TEMPER. t'aN- #� 6063-T6 ALLOY AND TEMPER QUALiFIED3� R.•ttSE W)HV BLADE i da r ON. _ X6063 6`A LOY AND�TEMPER r�• 1/ x�(eti U �S Y'� tTl1 "+4 TI!o (sfs 0FT jl{�? �0 OR t 4 i{f�K a ROtlL1 75"A 1 t 1-leo NQ � K QUALIFIED FOR USE Wf FAI 8L(DE{�} 8 � d•• AiLNSI 3a4 sY REOENT HARDWARE MOM LOW SERIES 1333 HOOK SOLS bp63-rb ALLOY AND TE'#0 .�HYD #--8 ACETAL " ZQ Q INS Al 3-10},W6 Y-ANOU1iiE A 7(16'HOLE _, QUALIFIED FOR USE W( HY BLADE 1(Jdt �A ILLED APTRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/ HV BLADE 10 Q�? �Fl FOR•USE W/ HV BLADE 1Q FLORIDA BUILAING CODE(Nom Ni h Vaiaai Mur 01011 EASTERN METAL SUPPLY. A. �` �c-3 it,e. A.S.S.A. Accordion Shutter s d - KV. BLADE#1 W/aR W/0 KV.w r4{�,67 Arnodoon Shutter Systeme Rim no OE gwrteN SATs oRA t lf'r ?A TILLiT TESTING & ENGINEERING COMPANY pQt�ton, Inc. I OLD 11-06'3 LI /1L DATE n 1. SIATE(LF i„_ eua IM aee.IA.ft.US.vue *umoam.FLOW1 37160 42fs8 Westraads Drive i PneAe:(30s}671-1530.raw:(303)871-1531 ORAWI �eP ;• Itt` r ESQ aw West Palm Beach, FL 33407 • �111FLIER A. WIT u +r.P.E. a SHE P.E.' fZ�jDATE + 9 'SR UTTETR AS Ei41B SCHEDULE F R a/e'rw WV Qa..HV-`a-rr.-- 41 t2TO euat PCE Q 1 tars• ® BLADE to Ww WN"6uDE U01 jw �xs• x a6ss . � t3unE's •� s HV LONG RECESSED NYLON BUSHING n KNUCKLE'E R.ae HV SHORT RECESSED NYLON BUSHING , ® HV NYLON HAT WASHER MOR 0 , HAAT g ' s 4 . HV WHEEL CARRIAGE AISI 302-303 SERIES 4 { f 1t.87D"x3/1Q" THICK NYLON WHEEL. - N 2 7/8"MM. +V'NWW 0.188"0 AISI 302 SERIES S.S. RIVETS 3t5 N BErWEEN •0626, as' E6' ® HV 1 3/4"ACCORDION PIN W/ /9 HEAD M F�f11rRIOR 4 a N ?soli ® HV 2 3/4"ACCORDION PIN W/ j8 HEAD * 4 4 22 11//4 POLYCARBONATE IMPACT RESISTANT' HV WINDOWE_ BEnVN EOLLYCARI Y wi no Q)OR t� or ptb N.T.S. Ittaelt nl s) aOR 0 �vreaanR IMPACT RF�ISTANT SAYER MAKROLON 3103 POLYCAR1K RESINS, TN-STABILIZED GRADE OR To•XADE INNOVATIVE-PLASTIC-LEXA$1 103 RE' (SEE NOTE "F' ON SHEET-19), my p, Ct3 oR (i1 tN TaiN CK EHAOL ALWAYS BE USED AT ALL EXTE(D OR I EXTERbR _ fOLYCARBANA -SOURCES FAR C BOTFOM KNUCKLES OF HSI ACCORDION SYSTEM Wj HV OR AWARX HV @ BLADE. Tom 20mum TRWIAlot's ®OR�_OATT u+wa ana w (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT ;Rg EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q p�+• NE V*Ci0.E. .uwe pwm iMnw om Rw�/ti' oAu BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. E��tiolTs) .O ' M memEm• lMI4 nnE 9,40 p,u aeon TYP. ns%UVL SIMM AT ma mu lira 47,em p.aL Moa (3) HV PIN @ OR @ W/ 1/2' O.D. 1/16" THICK S.S. WASHER ' nnvML mawE "81 UM S1 AN W. 34up SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER RETAIL X. d >No SHEET"(®. xosam m AM 0254 u tr-a1M v ft-, CAABL_BLTAIL ASS u9L LAYOUT' aac s iw,+a ,AM NO nod ai� 4-10 TAT mf I ffm mm aim 10007 Ea'P 1 Am aleE Toat OEM woI"as m Pei. Nei in Ftp/ •BLADE sow �c"�,1�Hy WFNDaw BLADE DETkt6� we"11;m Qum vow" ».n N41 w N,T,S FL.ORDA NA)t Mon Nigh Yatoci 1611 ........ iiri @2011 EASTERN Y&allPPLY, A. 1 P.•,,,•••••..•42�N, A■S■S �►■ AccordionW/ R Sh11tt�7 5' =1L CO INC. Is Hv aAnE#t aw/o Hv 1n�ad kn*rlaan Shu#er Spftw m Weg"rw pm ORM 1TLUT TESTING ec ENGINEERING COMPANY Astaalai an, [no. + OLD 11-063 11 1 a>e ..+a \ 6b!N.M.]Ene$L.SkC 3M•ANA WAM,MAMA Spee g �.i+t—=T�Ii' PEa,•,t305l871-15zo,As:t >atr-:ssi 4268 Weatraads Drive z CRAW! ���•`'r10RI0p.•' �+}���� •-te`ae-oscaftaal."m West Palm Beach, FL 33407 i ' ci'S�' , Co +►L ILIER viowt>A Ll�d T=Jr. u+ePi� s SHEE REQ' DATE E • aw °" *NOTES ON NV LOCKS AND „�}•'�;RMATE5: 7w K u ' n . 1. ONE NY LOCK or�f SktAIL BE USED AT 1/2 OF SHttT(FR SpAti f OLTEVAMONNPN LOCK OR �O of 62MAY BE D A4 At.INFOR SIDESPANS UP TO OUTS OE LOC,ATTACHED i AND FO 0 CENTERMAsHTEB W{(2) 20 a 1/2LONG FLAT HEAD M& M.S•LOCATION OF LOCK'SHALL.BE AS TYPfCAt. 2.� AS IF MIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,OF p LOfSp",0OR SE9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO C 0490 R SHAD.BE AS IND &IM ON NOTE(1)ASOM LOCA pN OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. H �! .L9 tY4Gll�r, Ntl t�Cidte LOOKING RODS ARE NOT REQUIREDAT-HURRICANE f'OSITIC BE USED IF DESIRED TO ENHANCE SHUTTER CE. LOOKING RODS Qp OR AN-ALTERNAT MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. STONE MY LOOK 0 �;Ua+t BE USED AT CORNER CENh7TMATES POf ^ AND t A1ATROM AT ANCK Y ELEVATION.NY LOai tt�SHALL BE USED AS AN OUTSiD£OR tNSiDE ATTACHED TO TOPTTO CORNER CENT£RMATE W/-(2) 1(0 20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCI N> AMAXIFMUM�SMUTTER SPAN SMAALL BE BE AINNEEDOFAS�9KALL HE SCHEDULLE AS INDICATED ON ON SHW 112AL SHUTTER }1 � a. 01~11 3R MOMM 4-1 © M $ 3 INET T10NS AT ANYOL ALS 'Ei EVATIDI4 u NAT LOCH USWL NAY BE USED ULU OF MY Li1S AN « DR OUTSIDE LOCK. / SAA ' YY9 OF 1/4'O-20xy/4'SS. THUMBSCREW TO 1�OR CENCERMILTES SHALL BE MADE W/ 1/4'g-204/R b I RNNUT AS SHOWN ON 9ECflON NYE SHEET b LOCK SFLALl BE 11S£D AT I/2 OF SHUTTER SPAN C`ir LACKS AT 1/3 OF SHUTTER SPAN. int gCNE HV..LOCK Q or�I or L35ED.AT 1/2 OF SHUTTER SPAN FCR-MY$PAN M 12'ABOE OW-BELOW 1 2-OF SHUTTER SPAN FOR TO ifG:NiO MR TNSTAtLAn"AT ANY FLEVAAON,PTV LOCK�or e6���ot �ALAY BE USED AS AN Of OUTSIDE LOCK,ATTACHED TO'®or®SyMMETRICAL,CEHTENMATES W/(2) i/4"-20 x 1/2.1ONO PUT SEF DO M.S.LOCATION OF LOCK SPIALL AS INtNCATED ON TYPICJtL SHUTTER awArON. USE OF LOOKING ROD CONNECmti�V QR ROP ANO•BOTTOM IS COMPLM'Y'MANDATORY. DETAILS ON ,.M Y l► R SHEETS 10✓k7 0200 AIYMWZ 10 low KV V IMS It-kW MM ice.FULL n •NOTn tM NV »Tw LOCKS AND CEJ�j EMAT - OF CORNER 1. CENTERMATE �:t ONE ALTERNATE HV LOCK MAY BE INSL4LED IN UEU OF HY LACKS OR FOR ANY 51 S)+ ]�` �ST?Ll/ r Y BE USED AS AN INSIDE ROU tOCft.At OF IpCK INCLUDES USING F 0 LACK AS'SHOWN ON SECTION HND,SHEET 0,WHICH 376 CONNECTED TO CENTERMATES 0-AAND W/ 1/4'0-20 x 1 1/2'LANG S.&THREADED BOLT W/T/O'+ ® Q O WINCNUT OR _W/ 1/4'A-20x1' S.M.S INTO A 1/4'Ox S/B' RNNUL K MAY BE INSTALLED AT MIOSP MAXIMUM ABOVE AND BELOW MIDSPAN. USE DF iwv LpCKINO RODS TDP AND BOTOM IS MANDATORY, ' �f•�at�a®al®r�al mimmk=„fit E ALTERNATE;NO LOCK(9W 11 I IN JXpICAL JI) HV BLADE SHMER ELEUTION HV LOCKS FOR MY SPAN AND INSTALLATIONS AT ANY.ELLVATION.ALTERNATE HO LOCM�NAY SE t AS AN INSIDE OR OUTSI LOCK.ATTACHMENT OF HD LOCK 0 TO IS W/3 1&x 3/11"FX S.&M.S..AND N.T.S. REWORCEMENT INSERT 0 AS SHOWN ON SECTIONS HOB- *ND DC-PVC,'SHEET 10.LOCK MAY SE DiSTiI: NWPAN OR 12'MAXIMUM BELOW OR ABOVE MOSP -USE OF LOCKING 0005 IS ODMWETELY OPT&#L MROA RM on lQh Wilocity ran ,LLlot"'- A.T/4i��! 02011 EASTERN MEDAL SUPPLY, •".�cEiu A ,�■S►■AL■ Accordion shutter S 1L C O 1qL:. ■ Ku RACE f1 w/OR w/iD me Wo 1 f�!r * TIWT TESTING do ENGINEERING COMPANY Amntcon ShUfta Sm>r rn Asmial)(on, gut 1 OLD 11-063 �? A OF �� atm MR.aft.St.Sh.30%naaM WAalxS,nOM 33166 4268 westroodS DrWe s Pham t(305P57f-1530.Fat t(3N)1171-1531 DRAW r V VhC06001•mm Wast POfm 8aoeh, FL 33407 ; -� •r, ,•••,•••LIE••• WALTER A.Titft+tn P.E.P.E+�EAfp E/DATE F'°w°"un a41ar 4 SHEI ' ANCHORS o 'R REDC u4C EFE FOUR POURED (SEE SCHEDULE ON REQUIRED BLOCK 1/4.0-900/4"S.S. CONCRETE � w 1J) CONCRETE ANCHORS SCRESY'S RECUR rD11 (SEE SCHEDLNLE ON W/4J4'-20 CONCRETE ANCHORS 81 �6md7E(»Ma MjDON ow n SHEET 13) tars 0/2'O.C. (SEE Sc1RDULE ON SHEET 13) ---- �© n 1/4'10-204/4" /4"S.S. Mtn. � USING 1I4'-20 NUTS 0 12'D.C. 2 E O.� /• ,450'Max. OR y 1) ,250•Max. D. i t OPttONAI " r �OPTIONAL i UK 1130FINXIN t a w, O ElosnNO MlN.SEPARAILON TO ODUS OR �' 1 S-f--(SEE SCHEDULE ON SHW 11) E fl� ■M�IDr 1 NN.SEPAPATAN TO GLASS �. i 'E a51IN0 f—(SEE SCHEDULE ON Sta 11) N t WALL NEAQE INSTALLATlQN �� WALL H�AdER tNSTALLATiON EX HVWALL N + KOME -- NIH.SEPAMPON TO GLASS C ASE)WNG =xQMltivl t 1 OR �*' N N 1 DOSTING� ��t�"E ON SHEET 117 N2(.SEPARATION TO GLASS GLASS t"1 j;. Np,. - -(SEE SCHEDULE ON*w it) t E705iiN0 � OPTIONAL rasO3r - _� � OPTIONAL 1 1/4'Max. E.D.+ AL174 _ � J2� 19 1/ ~ 3 OR 0 1• LD PHIWPS SCREW HEAD CONCRETE ANCHORS Tiitl59�FJD/4AUCtaIU MACHINE SCREWS t19N6 If ( ANCHGRS 1 g t" I/4'-2O NUTS 0 12'O.C. POURED CONCRETE SHEET513C3)) LE ON W/114'-20 NUTS 4 POURED CONCRETE (SEE SCHEDULE ON SFtFh7 13} LTm. OTC BLACK OR CONCRETE BLOCK WALL REdUMFO /Py1 y W� SILL INSTAI.I.A ON SCHEDULE DAN �NV WAIL,SILL IIJUA l AI ION.. l�J POURED CONCPETE HEEr u) OR CONCRETE BLOCK WALL REQUIRED NY WAtj_ siu..lNsT uxngm N � C !NAt1GN QE,_-MM=- V Ate' INSTALLATION DET-.ILS S W/ I-SEE SHEET 4 FOR MrAL.SHUTLER E D..EDGE DISTANCE ASSENOW ♦SEE UN TIONS OF USE FOR I Hy BLADE 2-WONTING SECTIONS CAN BE COMBATED (SEE SPECIFICATIONS ON SHEET 13) BLADE.a l ON SHEET i4 k"f-`*.S.G".. IN ANY WAY TO SLAT MY INSTALLATION. FLOW 9U}LDING CODE an Wgh Ve►o0( Runic Lit ok 1/j(lJ++«r 1@3d1t EASiERtN NErAt St1PPl� 'i� ' 'c +us'~ 7-co7i � AccordionSSy !R 1�I!IG C. A.S■ • FLV. BLADE#1 W/OR W/10 H.V.WN XM ` American Shutter Sylisme n n E r " ( * nLLR TESTING & ENGINEERING COMPANY Atsiwla"On. In 1 ' OLD 11-063 11 1 GTE • \ a17S N.Y.Vol S4 Sia,303.VIFt"OSMM,11GROA 3316a Pnm.:(3o5)a7t-law.Pox t(305)671-tut 4268 WeslrcDds Ort" 2 DRAWIN O �:. 4. ttt .—xwlt tAt.aoOaaLmm Wes! POIM BeOch, FL 33407 6 F� •• �3 it WALTER R TUNTUNJt.F.E. P. eS y' f pp'(E FLORIDA ue.111 4410 i 3HEEf POUR® ClikWiE AKHORs " 1w eORvwwR ♦ �"— , CONCRETE s's (SEE SCREOUIE ON STREET ts) yam 300"ON on 1 OR ExlsfiNa �1 t m Aw 1 gaga 'a am of eke° per^ u, �ts¢�11) i APKIC+BUE Ekl5nttO�, ttOR• "i 1'-'(�o " ' 9 f AL Milt Room E�OStRNG I LOCA1fON I i1Gx3j4•M WASHER HEAD i I i nTV SCRM m arotea oa i I . ' (SEE SC1imULE ON smar 13) , ET5 M111 I —'} EDOE OF Otn3" ° wx OF t MA 7 t SW IF , 1 J1. _! IM OF APPLICABLE ' APPLICABLE am 9 *DAN W . '0; APptJtbt PONRCQCONCRI 0, D FTAr W-0CONCRETE, wR��tt OR +GONGtiEfE lfmtf FLAT lim CONCRETE ANCIORS REOum ( scHmuLE am SN REQUIRED E 0. Q, (SEE SCREOULE ON SHEET 14) F 11 �? tt1L F...+�Q !AI AW d WALK-OVER _INSTALLAtION O ONLY FOR UP TO +70, -75i IIi� t OEM PRESSURE RATM At FOR SCHEDULE j3, SSW 11 Dow ctlNL2I L i0 t t S1�tt>':T 15mt AN tryli tiW OiM—" am °xsr'"° ;Cp falx I o m aa'�inr`"'n t I Itswio�is°"tw r:R nc w�R�uP 16 Y AAD 4.OWFOR SPnri INH501 ON I j ti4 i r-a'+r to e-a'Ww.•�cr ►TALL eT er9t1•► 'Hou 8t1N'd QEL di lira 11 i .�-.• 3 0x � ,s 1/4'� ,� eD:f7 SFtunt ur>an jt4xsc4. 1Ho! S tTEK 12"aG nkN;I >l owa O •O.C. Ti OR 1/4'r-20 S.s.M.S ONCRETC-ANCHORS yy { 4�7 -� it4raf43.05. _ 1//4" ';:,;•�r. ' WA'Wr 4 0.O.a (SEE SCHFLtu-60 1 Oft"a a ! _ tlolc. ;. S' ;•• '.: i tY -: $- SHEET 141 _snk ,.-._'• 1>A 1 j2• t' 'l.`J""� ..s.2.00"�RRFf WALL' EOE OF ••'.• �;0. SLAB IF 1t4r3/4"fH.S.OS ;'r,NM r 7 ,." APPLRCABL£ CONCRETE AHCHQRS SEE NOTE 13(b)OR S•O.a ..��~j'':`,+ter PFbt�fA OtACi ( SC1H4)E71ULE ON ON SHEET 1 POUREo CONCRETE QN'SRIMT 13(b) :•1',K•:"'',.i.••+'. -q . „ ;. OR CONCRETE 3tDKREOWREQ tlFROPOURED REWISED �( ffi WAS 10iNet� a uv WALL tc..OYBR iNSTA�„ATION +� RECZ „ (I BY,RAINGU f..IHMUAAM t l Nxrte FOR MILto rt`-t cxr�F sFenexs, t M INSTALLATION WU BE =n=U 6 M .EDGE OtSTANCE RUWASLE WHEN PERFQf2M I`­6EE SRIEET 4 FOR T1Pk:AL 9HUTRER (SEE SPECIF'ICASIONB ON ttHEEr 13) O E'U'R OPERABLE EXtT t1sE FORAssQIBLY' MAU SHEET 19 INSTALLATION �}���,�,r._Q) HV K 2-MORR1TiH0.sETmONs CAN Al ctluBSHm Q g `,(` Non 'Ni h Veloci# Nurrit tN ANY wAr ro 5UIT ANY tNSTALLAtwN. 11 1•��. A. tt 02011 EASTERN METAL SUPPLY,n A.S,S■A. Accordion Shutter yS KY.BADE/1 W/CR W/O KY.WHDffA 71LLIT TESTINGk ENOINEERINO COMPANY Amett can Shutter Systema x E ` rc Of :'Q•,�` Nx_1*,•g�y�JV&YROM GOOMa �t� �oolt�On. Inc. t OLD 11-003 11 1 a” Pbm4 I(305)071-1530.Faw 1(305)071-1531 4288 Westroaft Drive t ORARYIN --l�Si'..............`�\�1Rd1 w+noeQ�71 � West Palm Beach, F! 33447 s +ys/{�j�Al.�,j1111i WALTER A TRllr Jr.P.E i P.E._WXq'! 0TURE/DATE FLORIDA ue i 4+157 5 SHEET i SEE END WALL- to 18 o—uT (N r EWSTING aLASS MALLATHod.5W,( M { Y sec Hares AI aaas®.w Lpar AND xtEtauTE rc W HV Loalt 0 ON sHeEr e. *SIM W=oELVL M is vwo FM ALL. BLADE W/ MY CENJ MATES a'Htawrrs�wPuattoN wrH LsanE({i a�a s(}'Q°"�aQ'y(�a SEE,i•ND wALI C "Sn"CLASS ttQ ON 3NE�t tcoas-m uur)uw. - IHaU: QPP.O'C..,.v CENTERM AM Iva mv Low 5 a * * * aH ---------- - -------- I --_—_ - - ------I03 _ a ot POURED CONCK Q+�40a0+ + RIM I ty— — ___ TO awft OW a> a 6 3 °H.B}a®�> ia —paSttNO'GiAss �^ _1�C 1 �+�a��@-!T-0 a SEE SCHEDULE min . — * CP?ERIO ®+�a�• a +� ON SHEET 11) ORS 4 6.04 SEp • a + (`Y'E SCHEDULE N DPrlarw. _-._.___— „_...-_ CH SHEET 11) (INTERIOR) oUT ------- --_____-- CONCFM ANCHORS 4 ky", N, v Eti 3 a ,or a oUT a r/7•W.SL" ��/r� C}t!T iExrERIeR)11 EYE" •vFLOMRIDA BNWU . n 019h Velocity Numb 02011 ExsrE,m kVru SUPPLY,i MENTRX E ITL� C O i N C.EN accordion Shutter KV. > #i W OR w/o KV.W Tttlli TESTING * ENGINEERING COMPANY ShUlbr Syahms ,o ytrywiv pp �'cK; CaCC M.3M St.a.,aa www aNMM nava n4a Anoota8on. Inc. , aLa It W2111 are =(30)&71-is30,ra (Jaa)a71-1531 4268 Westroods Drive s �O '`"Pa' 1tOO80t " West Palm Beach. FL 33407 s ORAWif ss+...`....•�a LLrt SCQdER A 11Wr Jr.P.E 4 P.�' 0 S�EJOHTE rtnruw Lk--144187 3 SHEET ALTERNATE INSTALLATION W.41V "'T"' LOCK my "'T" h scat_cws comm m eetrm and y}n,to A 1a ��. ,.LATIQN in NY SLA OUT (N r},�-cxsrsa Dasa WXGU Ll WAL tar,MOM on Wast,L w/ HQ G�I7F.I3MATES� t [111 m wku m aattma►osm mic gmTAs.rno 1. If-.181: + r a 11; apNLA N MA atltT.Wa'Be Im m, /afOtlN s w • r tlak MAL tits . i • 1+® •Aa f'Sd'Lt/w5t1' n wu y t /�tett� ;aL•twwa) aaa 1<1 0 •ti—_ ______________-_—_—_______ _--------^___^_-- ---_ -----•-• --- --_ (gltov�un� � �,r1tit'alatart t 5 3 LOCK(INSI)E IN1 Owl) ' {M P'I va �, 5 i 1V Ap*� i OUT fie" — °w# 3{�°" Nn1E a itlll FN 4G4t�r t/�O >y"'2G %.i X12" S'S•M'S• � * (OM110MM,J r tam w agent•& ,�• W/ 7/8 M x 37'32" WINGNUT, falmahvl dUf t.'"J NV-"7" LOCK {G(lTSIDE) w_Wt1MEMICA Hfr- ENTERMATE>~ SYMMEtAIGAL ND�'EN7E Ala amu * KuwMr W f ULL08K•(EXTERIORSSIM LAW RNICK TW 33f (NTS aswra iwt aS3i "m 0 003A .S 1NCWIai01t4iFaY AeCLe PAVk;1H1f ENM f{ty(`�Jr�wR+Hs: Teat Q,Q EntUL VI tat eats ax Ladino mw*•no$Latif dt Indy *wrYO"MOM MAMA)w f.tfif-Me is rorJa roit xL.aatotw:u AIt7Jatttsr Ma tuOf d',1" PLOA STACK p p�p�y�{�+ CODE r p, g LL rLyRDA p41tW11R/ CODE not) wN Velocity d1A'TICG t`tt PL+ i j 92011 EASI M USX SUPPLY.IHC `.�, t\GENS fi`•' m�rtrt�iW ��TTM iL EKt:. Accordion Sp , C O�r ■ ■ ■ ■ kw elaaE/t w/IM W/O H.v WNW#I .`' TILUT TESTING & ENGINEERING COMPANY Amsrlaan Shutter Systems ' kr ,` wa 14A pan.8L,.311&yaw.VrAW W02A nawo.aa.a Af>laotattonw (na. t OLD t t-Des t t 2s t oars t t s Plmna:(Jasya»aSM,fax:{3as}a71-wat 4268 Westrcod>t thive f DRAWING ,'+,S,s! • '{y 1t anon:snt.enoaaean West Pairn Sexh, PL 33487' a ONA%L tt' m-I V Mile 1 t— rrrrriiiN//JNfit 4 4 tWIM 1.OF"A�Ua.#Tuff 44187 a SHEET P.E. SEAL/SIGNATURE/DATE e POURED CONCRETE OR POURED CONCRETE POURED CONCRETE ED BLOCK WALL OR CONCRETE OR CONCRETE REQUIR SLOGS WALL REQUIRED BLOCK WALL REQUIRED EXISTING CLASS !-"ExwnNG GLASS EXISTING CLASS' 2'MIN Cm ANCHOR L A 2'MIN, i" IL lLm— ED to WA(Sm ONTo ama(SEE SQ£DUE{NCE i i$ MNt. CON 9£ET I FOR SAE AND 11 FOR DON IIOEmAND it EOR 6L+CE AO (0ae3-T6)CONT. SRADBta3:Qq Ll \1m Cd mNERLoON SHEET 19 ON SHEET 19 GCATE- tmnt \ BRLAOMM QQdl tit—� o ) t/2'MI . CF 4} ' i ♦USE i'OR 2'MAX. t +toxt/2•S.M.S. --^_ Gs APPLICABLE)xx xt/,6'x0'-2' #100/2'S.M.! O is,Q.C. ALUMINUM CLIP ANGLE � _.^•�^ O t8'D.C. ^" 4 (6011la16 ALLOY)T t®GFR (2)i/'F•I TAPCONS ANCHORS TO WNL,AT 1'0.4, (LOCATE AT SM D�� OR fEITHER MME oF®) 8R 1� OR semi c�ONNECi oN GR To TRN2fS w,., S' .�w SEE DETAIL x • a .00 i0 7AACKS ■ +®■ (�w SIDE CCNN£CnON 4 w� 0w ♦ w TO TRACKS If • ery .,A •{N■ • •( w •�• D CON .CTION.DEUfi_ 3 Ekn�N1�F&TiQKIdlL p C7 PauRED CONCRETE nR' r Y /^-EN"G-GRASS BRAGt MWt � 4 gin, L -i�REDUIBED Y Fl 1/2- ..Iq IiA9S(S4E O t6• -MK 1 6C>EDtIEE aN�T V _ _ OROp R'' Y Lit IRElAVE�T NRD CON ETE t/2'MIN. 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F FLORMA us 0 44187 3 SHEE 9 i SCHEnuLy H' amu•+�Etlll 2 CMd• NSF /,7� MAXIMUM SHUTTER 'L4;-OR -L-" * " M UM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W MAXIMUM SHUTTER SPAN L+' "—` 1 OR 1- (ft.) FOR (ft.) INSTALLATIONS CEMMATES ' dt ar or tNSTALLATtONS WJ CONCRETE rr � (1)L+:MAXIMUM X.LOWABLE SPAN FOR W/ONE H.V. LOCK to or @ or Or 10114% yl f ONE HV LOCKS MANSORY Wap PoSRNE A,S.o,DESIGN.PRESSURE RATIN, HD LOCK Wf NO LOCKING RODS or ONE HV UDCK or or® L-: MAX.A EOWABLE SPAN FOR A dVEN CENTERMATES ik(�WJ ONE tN Wf NO LOCKING ROS Wf NO LOCKING WALL h a, C, p, E, M, N, 0, P, q, A S.D.DESIGN PRESSURE RATING. LACK W @I LOCKING RADS MOUNTING F, K A L R• S, &V. ® /two 40 TOP aL (SEE NOTES t,tt) WO FOR MOUNTING(D (2) PROCEDURE TO DETERMINE MAXIMUM BOTTOM SEE NOTES ttt SHEET 7) FLOOR/CEILING H. 1, ti. T, U, W h X WALL MOUNTINGS(TOP%8OTTOM)OR PLO( CONCRETE CONCRETE i WOW INSTALLATIONS GIVEN A POWN A.S.D. DESIGN PRESSUF iworw rtixwu AIM i WALL MOUNTING FLt10R___JCQUNO WLL MOUNONO tNSGW11 M DETERMINE MAXIMUM SPAN R+•FROM SI P !NG 4 1 A « MQUIRM GM A NECATNE A.SA.DEMON PRESSUi (r ai-y (a a-y WM DETERMINE MAXXNUN SPAN "L-'FROM S{ Lf L- L4 L- Lt t- L+ L- MAXIMUM SHUTTER SPAN'L+'OR'L-"FOR rO OR. 16'-0' Iw-O' 1f-0 16-0 30 16-0 16'-O 30 16-0 10'-0' INSTALLATIONS INTO WOOO.SHALL BE UMTtED.TO FINAL.MAXIMUM ALLOWABLE SPAN IS EOUA 35 14'-!tY 't4'-i0 !a-r t1}-0' 35 ti'-10' 141-TG• 3a i5'-2' i6'-10" 108 .ASND.DESIGN PRESSURE PA71N/. MINIMUM DETERMINED SPAN BETWEEN 'L+ 40 #31-10' T3=t8` 14'-2' .15-2 40 i1-10' 13'-10" -10 14'-2' 1a'=r ...rrr--.. 3{)PROCEDURE TO DETERMINE MAXiMUM 45 13'-1' #3'-t' #3'-4' t4- 45 Is'-1' 13'-1' 45 W'-4' t4'-3' t HV CORNER CENTEAMATE 13 MAY BE USED AT ALL O&SI QIN BETWEEUNG N MDLI M 50 i2'-a- i2'-5" 12-e' 13- 50 12'-a' 12'-5' a0 12'-3' is'-I' MOUNTING WSTAlATiONS.LOCKING SPECIFICATIONS 55 it'-10" ll'-10' 12'-1' 12'-11' 55 11'-t0' i1'-f0' 35 ti'-1• Li'-71• 54ALL BE AS IWXGATM ON LMNOAIORY CONDITION 02 FOR A GIVEN POSITIVE AS.D.DEMON PRE: 8p Aj, 4x §l':1 4 „,t_(;;r_7• IZ,-4. 60 11'- " 111-4' a0 101-2• i0'-1i• ATE P.'SW 8• RATNNOt 55 t0 f0' 101-101 11' wjn r W ox JqR } S O'_ pi �•1_" n oat c 93°}d < o 1 c $ !-Q a to #vin SCD KLU t_ Wage - � V � •.Nn ve. C? Z w ■ � n ■ f!f C t]M qq a $ e e i f R *+ w/i 1 i t+1 ! 1 1 1 1 ! 1 / i i i i l l l l ( l l l ! i t i 1 i ■ •� `+°I am ;. O t i11 g� $ .s+•.+«•o•,g<w o'�'.g i n♦ +e • Ke+ r+.n+y 1 1 nR 1 1«.17 1.1 1 S p ■ O W2 s* am. 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'i E 14 t2 a ! e aAoE a1DEt to 4 1 to R • '7 4 - 14 H flo I!- a ae0 45 14 to 10 a tLe aaa s A3)IN CASE THAT.FNIXAST BROKE PRECAST CONCRETE PANELS,PAWS OR ANY MM BE FOUND-011 THE EIMING WI 4 1 /a i 7s -• ti 1 1 ! i e 4 14 12 1 • a a a 7 ANCHORS-5HALL BE LONG E3NOUDH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL I t4 12 Ito a 7.a &1 4 14 I2 17 *0NptEB Ai}&A.2)AGM.FOR INSTALLATIONS ON VINYL SIOINO OR EIFS WITH OR WITMIT METAL STUDS CONSULT R, t4 it t D a 14 2 IQ as ' ae InwrXI T&INTO EiFS WITH METAL STUDS.SEE MW 20. 4 to ! Maid J - 14 12 t0 is 7 Aa 4 14 f2 • ES as 4 4 III o ! - 14 l2lid 0 a M eWIN 14 t2 0 ! D - (B) lO'E708TIN0 CONCRETE BLOCK:(A91M C-tt4) 14 14 1 ■ 44 13 14 U t0 a T aas - 1/4'!.tAPCON OR TAPCON 111M A0IMIIJ:FS1 THREADFORY 1ECltkOLDO`Y ANCHORS.AB MANUPNCRa1ED BW'I,7.W.BUi.OEX. 7'_0. t is t4 1 10 a i - 14 19 4 a a 14 ti 7.5 -1/t'a i 3/4'AL PDIi1S SOLO-SET ANGfORl,A9 QI811UBUIED eV ALL POaRS SCREW,BISIT$SFEWOIY ikMPANY is 7 i ea - 14 1a.e 7 all 0 30 - - fl4Y BLUE tAP CONpiEiE NN3{gR8 W/CAA!S NANUFACi1ktE0 BY FLORIDA FA97ENER8 DI( tT,INC 14 14 1 ! .7 JI 4, r - - f 4'11 TAPPER+ANJatORB AS MAtIti7ACR71tED iH POIYFIIS F7SIFttflE9,NG,ATA 11181RtBUTED BY ALL POINTS 9fAEW,GILT t^t 14 1 10 a 4 A 4 1 ANY OR ANY OTHER AfM+R04E0 LiCE>IkaEn OR AUTIiOR1ZEiT Tf1M10R 1WJ618TERE0 WIiH THE 1WERKiW RMJTiER 9YSiEM9 a ♦ } i ID i AD •. NOTE$: - 14 1 .a e. 4 ILI)MINMUM ENBEDMETR INTO CONCRECTE 9.Odt OF TAPCON,BLUE TAP W/GAP ANCHORS AND TAPPER+MOMS IS 1 1 • _ _ 1 - 1 1 aE 4 WITH AISVANCED 1HPFJOFOPAt 1EGiNCLOOY ANCHORS IS t', 14 I7 to a iA a - - 14 12 a a 4 - - B'-0- 4 I t0 ! - - 14 19 1 a 7 * - 14 1 7 6A 4 - 82)MINIMUM 04BMWW OF 1/4'0 1t 3/4"ALJ.P01KM SOLBI-SET AP04M SKA"Be ENTIMY ESBIEQGE0 INYD THE COE 4 - it. 7 6 - - it • ae - EMBEDMENT INTO STUCCO SIAL BE PMWfftM 1/4'6-20 SS,WAt1INC SCREA USED-SHALL BE t 1/2-LONG MDOD! 14 tL Tia T - I4 0 as D 4.D - E%IBT..AND i'MINIMUM FOR WALLS WITH NO STUCCO. .D 4 - - 14 II 4 7 • 43 •+ 11 J&541G'-G' t07 14 t t • !A - - 14 t 4 - B'.3)iN-CASE SHAT PRECASF SICK P�JG�CONCRETE PANELS.PAYERS OR-AKY VENEER BE FOUND ON THE COSTING'AAU - 1a 4 - l0 7 0 ^ ANCHORS SHAW.BE LOW-04MM TO-REAMTHE MAIN STRUCTURE BEHIND SND WALL FfaSNE3L ANCHORAGE SHALL BE - - - 14 is D - a.a NOTES ELI))r B.2)As=FCR MTA UT04 ON VMRL SIDING OR ETF!WITH ON WIiE1 M HETAL STUDS CONSULT THIS t4 i! • 4.6 - 1 'W 5- J - FUR INSTJAL ATION IWO MFS-WM MECO.STUDS SEE SFRET'20, 10 - - - t4 L2 7 i 4S - - 14 711 i 4A 4 - - i 7 4e - (C) ANCHORS SHALLIK INSTALED FOLLOWING ALL OF THE RECOMMENDAATIONS•NiO SPEmsCATIONS OF RHEWcHOR'S MANUF)w 1 7 - /A 0.6 - 14 ,0 a a -i - (0SEF 8J2iEOULE BELLOW FOR EDGE DISTANCE O. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-O' ! to - - - ^ 14 1 a 34 - - iJ to a - 11 OA 4 J,a - - ^ r a - - - MAXIMUM ANCHIM SPACOA9 ARE VALID FOR VOCE DWANCES INDICATED Gem,FOR E O.LESS THAN THENDICATEO.ROMAN 14 0 • - 1s ,0 .i 4 - 0 0 4 - - aY MULT�PLYINO OWN"PH"ON SCNlOUtE•r THE FO FACTORS, 1 *a - - 1 a a - - 4 - - - f4 ifs • i Ia a SH&"L pr". No INOICATED FOR EACH MOM TYPE, me a - - - - to 0 { J - 7A1 4.6 4 3 - - XEM 2 - - t 4a 4 - i 7 4 - - ,` PNIH. API ON 1i{T J0PpWIT 1EAWANtM ALL POW SQUG SET Mt TAP N/GA T� ,J t a Rl�b OR N 14 12 Qa 7 14'-D' 1 - ^ 14 s 7 - - 11 !A e.a.{A - - - - PApNO-J MIN.91ACNG J YN.SPAC NO 3 t 1"i o - - T - - - 1• - - - FOUIED t e 4A - - - 9 a3 4 H Bl,DC1J dt RCO ml'REtE 91=CONCRETEE O( CRETE'BI,OCN i 1 ' COM-2 Vr M ea `e ; - - - - - oa `' - - HLADE WORK .o milif ala 1A) a3 - _ �+ a J - _ - -Z. 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SHUTTER SPAN L+ OR L— FOR IN t I 10NI INTQ WQQ1 ALAQF(1) ONLY SHALL ES R " AAtiwtTi MAT°NOR DE IA3 WORKIRGAW UNISON N AADMCED THREAOFORM TECHNOLOGY �^ S 4#TAPCON OR L!' W 1 1/2'MM.PENEDULRON AMATH ADVANCED THREADFORM TECHNOLOGY ;� T1E#EADED,AREA TO :e Wf 1 I/2'ACn,PENERIATlON Cf St1RFl�DED MEA TO E7ASDN0 ;. EXISTING W000 HEADER• •;. WODO HEADER.(SEE SCHEDULE ON SFIEET t5) RI OLAS4{SEE I IT .R (SEE SCMULE ON SHW 13) ;�, 1/4'h40uJ/PSS•MACHINE �^SOf3AAE 01 SEta - � SCREWS Wj 1/+-1D NUTS t ifXt$IFFJ IA� ��' :i' � 1'Nfn. EXiStINO 1 EIAOES m t Q� 1minW4 CIA FINISH �t wAu t••^r s,ri E mom"MIN. +- + ORO E HEADER WOOD ' EIOSTNO MIN. ( 1 OR ( REAM ICED ~, Ij'!TAPCON OR TAPCON WD E103i►tD I LIt4I ( i 1 •: MnREfDTORN �nNE/D� CLAS" 10 DAA { MIN.SEAARARON TO GLASS cam WOOD PLEADER. Sam Q E7RSnNO 1--1sEF SCFiEEE1ULE ON SHAT s,) {�. (SEE fgt�tRE ON SHEET 16) ON GRIND to tat '"-'I 2'A4'CANT.$LL RASE ROO'0. g @N Inge mi HrorB, imaT �LAin0N E i�0 HV_WAI.L_S : � '� ,(' E,�j,�-I—AON �- MSN,SEPARATION To GLASS E VASS MIN.SEPARATION TO GLASS 1 1 '�"^-(SFE-SCHEDULE Dir SHEET i s) 1 ���., E1a � (SEE sD1tExDtE at stfEEr i1) 00�J . -- 1 IRM.SEPIAAl1DN- O1A55 1 1 j1100D PLATT (S� ON-SFMEEt'. 1 tf}'M+2 SCREIY3&4. ' ..a,;,ti:,a•L+•`•^ . USING Ile-2O NU{S MAcHIKE I t2'O.C. I 1 WALL I I Oj NVIS ::; E KNISHOl , . .. 10 1 �1 2'X4'CONT. ;* WOOD PLATE " Vii' REQ'D. ;�. 1'Min. JM1, f'MN. ; t/4't TAPCDN OR TAPCON W � �� THHFALTFORM TEOIiNOt.DDY Y 1/451 TAfACOEI OR TAPCON WITH AWANCEJ) K'%4CO�NT Mtn.ING WOW t OF TRRFADE 1/4 TFORM 7ECHNOLDGY W/1//4 1f4"i TAPCON Op nQj� EXISTING WDDD HEAOEN. ' Mil.PENE7WtiRiOEt OF THREADED AREA INTO,f'LYMbOD APCON WITH ADVANCED I-SEE SHEET 4 FOR 1 MrX (SEE SCHEDULE ON SHEEP 16) a 1/2 MIN.COI THREAOFORM TECHNOLOGY SHUTTER ASSEMIKY. WALL FINISH (SEE SCHEOLILE ON SHEET 15) EMSTING MIN.2'N4' •pLYyEppp REOb. ;6/1/2'MM.PENETRATION OF 1-MOUNONO SECTIONS CAN BE STUDS 4:111111,O.C. EADER AREA`INT0 PLYWOOD COLEINED IN ANY WAY TO 1/1'MN.COX PLYWOOD REO'D. REO'O.PLYWOOD TO BE (SEE SOALXU ON$MEET 15) SUIT ANY IMTALLTION, iZ W L! ;ILS MMULURN NLN.25:4'4Tftgs♦'15'O.C,MAX.REOb. ATTACHED TO SKIDS R1 PLYWOOD 1O RE ATTACIIE0 TO STUDS W ACCORDANCE ACCORDANCE YAitM WITH SECTION.2308 OF THE F.S.C. SECTiM 2396 OF THE @} WCL S'ii i (MST ♦SEB UNJT(I M OF U�OF t�LKA Wyt t >cii'i (���N FAM, eLt06 qN ON SHEIT 1py FC(lRRI'A BU CODE Kon Nigh VelocityHurl `' /lii..Rf�+�4.w owl I FJerm MEM SUPPLY 4t 11��t�N.Tr(t �R � �1/� S Shutter$D ��� mill L O M1C. ! ■ ! t M.VAccordion. BLADE�tT W/LRVNNk Amrioan Shutter System n TiLLT TEPG Y ENGINEERING COMPANY Aiaodaiion� InCi OLD 11-063 is OE o 'C es15 IU4 UM M 3W M%VAMW DAMNS,nGROA 3310 4268 Westroads'Drive 1 Pham:(305)871-15:10.FeN z tJ05}t17t-1537 DRAI ............ 4t .-�m7�, 9.oan West Palm Beach, FL 33407 2 1 <(Ss tt WLTER A.TILUT Jr.P" t P.2�. �f/Qqi� FLORIM Lk.144167 a E Ott IN ST LLAT N MAWS QN EXISTING OOD BUILDINGS ffl HV & ♦ BLARD S AS AP MAX SHUTTER SPAN L+ QR L FOR INSTALLATIONS IN WOOD WITH HV BUME n ONLY WALL AINISH SHALL BE UMITED IQ 105.0 120, AMOV DESIGN PRESSURE FF SHEEr 19 TOR MAX SPAN & DESIGN LOAD FOR INSTA N w BLADE 0) v, �1 4'�TAPCOH ON 2`MRt. AA WRH ADVANCED 4',16` KM. Emmo �DF Z^ THRFJATFDRM TECHNOLOGY Yt40D AOEOIJ CY 01 w 1 t Mth.PENETRATION tlt a 10;3/4`S.S. °F�N000 vt aF THREADED IKEA to 1• PfitLUPS TRil55 HEAD Ta Be OEATit1E0 Sy — ElOST1NG ;» EIcp1TNo WOOD HEADER• MACHINE SCREWS REGISTERED ENVGINkER OR — — iTLUSSEs (SFE SdiIDt2£ON SHEET is) W/1e4'-10 NUTS ARmTECT'PRIOR To Erl- O 11 O.C. SHUTIEP INSTAUTION. OR C REt 4 1141 TAPCON OR TYMIYIN WITH ADVANCED aj s 167' THRFADFVRM-TECHNOLOGY N '•i ',�i 'Mea. W/1 0e*Mn.PENEMIION 143f4' fl 1�61t OAt MNO WOOWOWD HEA0T6 L Se of O.C. I t or ar 3� 1nu (SFE WODOLE ON SHEET'16) t or or I © L I I MEMBER, HEADED GLASS ��!�i� FiEIIDE1i RFA'D Op t OPEN t EDA A�P'lEA `AL am ,i (SEE'St9nuLE amON�Inv i1) I 611!1 LAD St1aEW °�STNJA4n AT CENTER OF TUBE. WIT t MN.SOAWM EIOSrft i W 4IlIY Kw HV WALL HEAdER t�STAL1ATION Doss maampsFOR n,an aAa Alo ♦ samec w>Wea GRAVRfY 66 SMM& nR ON IX +SEE srRZT 4 FOR TYPICAL aAm ASSIM LY YWNLiNG sD:tlo�cAN x j Ar— OR EQUAL OhImtOs T �,L'CE(t1NG_1N51'AL1.A7lt]N U 'CEILING INSY nt ANI RAY 1q IMAT MK K41Nbow. t SNOW m a (sls 0RWIN SEPARArAW ®a Asm FWMWWO TO CLAN aN SHE 11) cCLASS °'iT\ E SHEET iAj i I } I-rl ALTUWf ANCHOR I E)GSONO 8 t t 1 WAtl + 7 L.00AIIrm �• IO%3 4''HEX 1/4' WASKER TO '' Mox• SCREWS O 11'0.e 1'X6'MIN.WOOD ti:,..sn•€..�. DECK RE'QUIREO FlNISH ALLOWED) 9 EDGE OF DECK 1' �' OF IF _ IF APPUOIBLE APPLICABLE - •'T � 1.. 1141-1DY3 4'9.& — �': IIf4'ra TAPOON OR HFJD 1'a4' NT. yS;, 1fAPCON PATH IdJVANCED M' RIE SCREWS !!41 TAPCLIN OR TAPCON WfTH AD%MgFD 2'MIN. SILL PWE / M CHNOLACY W/ le4'-14 NUTO t/4's TAPCON OR TMCON W41H ADVAMCED'THRBADFOAN `MN PFNETRAnOI OFEN WDEp Wl 1 Ij1'KM. iTHRFIJ�DE[IOAAEA 1 O t4 D.C. TECHNOLOGY W/1 1/2"Mtn.PENETRATION OF THREADED AREA TO EXISTiNO WOOD HEADER.(EEE OWNO"m HEADER. AREA TO EMUND WOOD HEADER. (SEE'StliEM9 ON SHEET 16) SOMOME ON SHEET 16) (SEE SCHEDULE ON SHEET 15) O kV_ WALK—OVE"STAUA'tOk • INVAll5EE U A- aF OSE FOR L NVWAWALLSILL INSTALIATII?N a�'+ GN SHEET &W I•J� r'LQa�' rnR7T= Ej•QW qJM ( (Non Nigh Velocity'KuI a 2011 EASTERN METN..SUPPLI ON 1L `� ••.��+= �""""" JLSmS.A. ,A�r ccordwih on Shutt�ver K Amerkan Shufbr Sydems GN 71LIJT TESTING ENGINEERING COMPANY Asmala"Ona Ina, t OLD 11-063 11 1 OAtt aav N.X xnx sL.mi.ma!wAam wcm F wow Shan 42DAA 'r &T�kf1:9f--- -+' Pna.,WDs)s�t-tsx.ra.,(aaste�L-tsat 118 Westroods Drive 2 W ��� .-moll:tntme 41.00m West Palm Beach, FL 33407 sWY�� WALTER A i°a•,a.€. s SH( P. DATE fLORIDA LA:/44467 4 END INSTALLATIONIM HV BLADE OR WINDOW BLADE INTO 2"x4" MIN, WQ0Q STUDS „�•NIL wm Gllm AEva 2U.WN.Wm MOm G110 t Y�waff SNOT KA'Q R4i'MN. W N�UCAett7 t` % a, t" e�i�m `{ / us 1 / tt�at W!W6x larav rasnv�nat EftW MAN �,pp No Fmm tawm �E7mm OLAW t [nsflq ohm "7 IN tra COX m auaa lie tat tA'0.1 1 leo dn; t/�"w�cap iW limn niai� K'+Maa�a: s tt�taua[ tuaa��e Wt�t.�G,pwpa�n[t RiWa umme �y vmmMf I M6 MINN i�iOFF / * t 4i I teat >rw ;ii s�stts _ _ 4 t ,eni1 _ar Ar Re at(� 4 �....� ss a>K. 9R®• Atha�a 1�wa��s m a� o� smm w a ,(��• SI tG nlwa .p. app•. •p• Q.t�•, �" moa 4�•t1`Q►•��• ®•Qn(i• ©� A• f©i�+m� M.02' ��fff••l►�f 4�(1• 1 1 (tD -DW MUMMIN 09TAL'SM CQNNECTION W=® INb:coNNECT K bEm 0 tGemeo •trousn o,ar to ttwte tiv«-ts'4 2101 W mm �.�1a�gen�+tlGtets tH+ Wi tA' `iist�a _ 1 4XffM 0 my a tr ae rosstr s^--�- a sY ne tin las M ♦SEE. ATtOTIS OF t3E FOR — - ' 4 4 GLee ON SHEET 12 t1 tet Aa ■+aomep D • — 4 •�Q" f�M MOLL f7MW} 251"IBL M'OGG WNl • (�1.�.p. �eh�:�7J�R`'�•f'OR� .i1MiL..I� MAIL EWD QNEf:'1't H MAI dQ.�NN�LftOti DEFAILDEFiiL RM W= CODE Hort-Nth Velocity Nt 11 +/tRA C•� 92011 EASTERN META SUPPI WRTM a' �`.•'�cEius'•':�'�►= L E C O f ,�. `,� .A„ Accordion ShUIW H.Y.BLAS/t W/oR Wfb H.Y.Yld _ Amodcan Shutter Systema ff * Tif t7T TESTING & ENGINEERING COMPANY v esss N.W.aha.SI."ata am.WaSYr GAaeats RAWA 3a1OO DAU OF l�taCQTattOite tnQ, f 0tiD 11-083 it 24 1 W Fhans:(30)871-1&W.Fax:(3Ob}471-15314268 WestrOads tDnlve : Of ': ,cF•.;�ZOR{OP.•' titt`' *-Mal adIt 7e .0 West palm Beach" FL 33407 3 ss..........`��11ti tOR41AA.TWT c44167 8 5 �. \tllkE/DATE . � 5 .1 . A a 0 T 0 m� i ml.u ' 10 � ft 1.HUM.A.S.D.OEM PRESMM FIATINGN+1W.—110 P.6t. 3.MAX SHUTTER SPANt 19' a ALLOWED MOUNTING&A 0.0 t N ON SHEETS E,71 AS WELL MOUNTINGS M,0,T.U A W ON SHEETS 1e t 17. ®aa�4 a tv S }�ONL�IIATE4��OR W/ Ofl_R1-_ARE I Qu1�ia_UT MUST 6E INCLUDED ONLY AT E%IE�QlttatwrACCESS 90E t TTP.EA ETNO • a 6.(AJ NV WINDOW �SHALL ONLY MUM A MA70MUM OF E (3'!HOLES)FDR MADE AT SPACOICS SHOWN OR SIM. LIAM WR4t10M9 (G)MIN.CLEARIWCH TOP-OR Rom EDGE OF IN WHOM- . ELAT N Qt� - • • • - OF ANY a'W EHOtE FM SWi 13E 12'. _ ftRST OR l bAWR COMING OUT FROM STAMM AT ENDS i • • • � Vn67WW a�EHE (0)NY WINDOW SL ADE®MUST BE USED ALMUTE TO A SOUR I }, THROUGHM SHUrIEN9 W ITA, TES EFIMY.ALWAYS BE INSM=AD�l4l'ERr 10'A Set AT E3AffR SIDE OF THEM. SEE ENO (Ih POE.YGNSONAtE MY WINDOW®SHAM DE WSTMIED SO. CONNECTION • • a 1FE GREFOOR OF TFE OPM O BEAY{6 tKtOtEGTED+tN WENDGW I Ll A�US18ON S SHEETS �Typy ! �Y MLSTIUED ATA L.00ICD WINO A NY SERUM TOCM. FULL HEIOINr. #'! L SEE ANCHOR SPACdtO SCHEDULE roe NSrALATI0N3 INPD WaoG 1GUGDW05 ON SHEET 1e.AS B1AITm NF SPAN AND LYEStONH LOAD t1 �.r MM A40400 SPAM SQfAlRE FOR21SPUATIOHS GRID POUR COOCJtETE OR CONCRQt ROCK WALL ON'SNFETS 15! 13 AS LIMi SPAN AMC DESIGN LOAD(SEE ROM t&E AHCNU ( E Q MOMSEWAFIATIOR TO BASS SCHEDULE PER AMU-E-1=1 l XIDP!BOTTOM �) D N W w®dt�b '+� WIND 21RE UAMUM SEPARATION f0 GINS MRFD 1 TIMM 3 ,..}: �1TION MN,SEPNMTION t0 taA'Ci EMGi11NG GLASS '^•+�+� StlEDIME W SFFF3T TI FOR RIDE@ 4 R.aS' . r,,. .r" TtES!!f T FOR BASES @ t Q r � W/ OR RHD \.,...�...�+'�•n' • WSfQ���„`NOTE 4 AH01+Ej MICAL.m Hv BL4' 9 WORKING L& UNISO WITR.tISL.ANDOW ALADE JA SHum* ICU. `\ FLORIDA BUItDlN6 CODE Mon 11( h Vejocity Nurri pIIldlii�i��. 02011 EWERN METAL SUPPLY 111 L11P��tiR A.rrt� i A HV 1 1 L E C O s N e. . A S.- ■A■ Accordion Shutter S; s tLY. BLADE#t W/DR W/o H.Y.WWO 1.67 Amorloutt Shutter Spnhms ON v iy/r 71LUT TESTING dt ENGINEERING CdMPANY Ass001Eton4 tro• OLD 11-063 HATEw" .W.=ft.M, mRGA 3T16M eAtHp Pham:(SW)e71-1570.Fat(]05 71-1531 4268 Westroads Drive a _ ItJ i,�,C ti Lr West Palm Beach, FL 33407 3 D I t' �FiP•.�0 I'D \�IL,SSt1 WALTER A.TUff Jr.P.E. 4 flr (,. 1 ti, � FLOPlOA Lia j 44167 5 SHEE e`, tAryt/y��y ome"tH.oN � i1 S-TALL.ATIONS W/ HY BLADE $t HV CENTERMATES $ -iso°°'" Nit'0-ee fW.V.STEf1E +� �t METAL siuos Ar te'ac; I.Tb INM METAL STUD" WALLS * ��'• _ era as 4 •09" •.}',,,J �• FOR R MADE ACCORDION SH 8083-TS 2 (6134!%a 1/4'h O.a36•THICK Hirt, GENEPAL AND CONE 3�t100' awa40 W.cwwxa o a" •5 O.C. � MEMM IN ���N Tt} I1�FTAl 5f!!D_WALLS SEPARATION TQGUIc"iS SCHEDULE i� ED TO uff.0-60 ' Nex. tttEfli�N`,t�ex f�ON IS i, MAX. A.S.D. DESIGN PRESSURE RATING; +75, - 75 (oaf) e 2. MAX. SHUTTER SPAN: 64" WINp ZONE MINRNM EttiSTlNti BASS � /� � MIN. GLASS ' 3. ALLOWED MOUNTING: MS ON THIS SHEET. A 9-102.8 TO am �LfPIOTM (SEE SCHWULE) ) ` 4. ONLY CENTERMATE 23 Wf 24 HV LOCK ARE ALLOWED I THRU 3 1" MST PENEW ,� aMITH 21 ARRANGED A ICAL LAYOUT. i' USE O (2) 3 {6" LONG, MINIMUM) MUST ALWAYS BE 4 4' .13/4%a 1/44 alW ttaac w. Ei aaSma FHSH f -+ INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF . 1'373• AaN 1AV.aTrtO.t Meta- AS APFUCABLE , CENTERMATE. !4 6M.tNMZEe FA m To sn>w t7 NIt7tlCN OOr7tld1FAME •M el a o.C. BLADE SUCKETAIL HVF IS ALSO VALID FOR QQ f�4"/ E{� CC t!3 CENTERMATE Lam!/APPLICATION WITH amE 1Q FAH- IR 1 s�tAt aaT6•nacN :•uti O 8 40 C �Ca of Mtn. A-e63 GRADE 40 •.;;Q'.;�i1)t�. �•, wn.a-eo r"ux-stts ';;•:.- i W HEA#!�p/� 'y SI& �T1Att1 g 3 METAL SNOB AT ti"`O.G nr•• •.'•.:i�.n• ilii lith l i g w-n�__--`- Fl9SFiNa41MMi AS APPEXAM 014.TDP 6:90TI M) r---——.,�. _.. — ——--—— —— — ————._,._._ — �. =_'.. t 3;:a//4'r a036`TtACK N➢+. Zpq�m GLASS _ — _ - OAE.Y.sim.twtcK 4NNN0, F A-433 GRADE 4o Nin.0-60 �'� .r',• 'w`,•.•a ����,.,t•, •'`:• •.��litE1R�•FiAI: 4 •` "Jt" SYtUME�T YCAL YtN. "i'° �i.. QALVAT1ttr'4 1t�lICPElf9-ON ►,:- 4 +F3b 43c, :;'' ;: =i ; 7 : ,, w ,�uziari;.- v.t TO XRJOS xt4rman s�xEr3aoa r7ce I.,:wt :.•,, :.,•. : - TE EN� RMATES W/' ,'_CENTERMATES�W/ ;; • - Ta aE, s ANTERIOR ACCESSSIlSE `•wg ""M""" y:`tI '� --- e•(TMP) '�"�'__...� IN _ s• _ - 12 mmAFvq 4Z 21 t21 21 -' 21 . LOC.ATEp AT ...... .�.:... HV H&VtER/S (JI2 s 1/4'QYP•} a t/2•(Tyr,) _ tS" •} 7• 24 6 1/1'MAX,SLACK tM* SIDE CONNECTION Ti {cent.) 7• g && SLUE SLACK DETAIL WE FkORDA BW 3 CODE lion Nigh relacIt Hu rttr {"GR A tr, g .o xat t EASEERPI KETAL SUPPI. rl Ct 4l1� = .e�� BERT14AFf IOW gic o mc. ■ ■ ■ Accordion Shu w ': = KV RAM#1 w/at w/0 KY 0 TILER TESTING do ENtiINEERING:COMPANY American Shufter Sywtem� *' .44167� sate xw M.St,et..3K Hxoru 4WOM t�atiee Aaa00tatlOn� IRO. t OLD t 1-063 it 1 tw ON OF `�� (3asi6 -etsao fit-salt 4266 W6stroods Drive a DR West Polm Beach, FL 33407 3 � m-aaa67t o 4 �;•F�ORIDp G� 111 WATER A.TAUT x PE P.�' 11�ttA OYDATE nawi,Ek /ate? s SI e