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HomeMy WebLinkAboutPRODUCT APPROVALbrida Building Code Online https://www.floridabuilding.orWpr/pr_app dtl aspx?parana�wGE... % � ^ter 'x✓1' Nr t �y-,l }+� a a. as",a �,q 's. t - Ssk L Yt i a t � w 4 � t'+w,J'�'luy �r�v u5�'X��r ��1'S� �F��(c��-��,° '�S � rTML'•j•• ` �. KZ Nome L09In asa Pegtb2ftn MtTOP:S �S=hm S=&Fads Pk*6 Wns Cnetati us WZSan K* LUG Seam, d1bP d [I°' f' Product Approval @tl y� usm:P.Wuser goOtr�mi�> 9Onmr orA�Y '* RSs+1L> a.,�;y, > Appaptbp netaa rt n Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature lakf:'>'➢ C7 RECEIVED 0177 visien pproved JUN2019 ST. Lucie County, Permitting American Shutter Systems Association, IFILE COPY Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By REVIEWED FOR CODE CONlIPLIANCE ET LUCIE COUNTY 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com Shutters Accordion BOCC SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 4Va€ter A.. Td[k Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31AG19 John Henry Kampmanm In Validation Cheddist - Hardeupy Received Certificate of Independence R9 COI AMERIC}IN Sk!<rITER SYSTEM ASSDC.. £JJC. DRAW£Al=317=107 �ERTiFICATE OF TH13EPEfg_DENCc.POF FL389 R9 C.OY Af'ERICAN SHUTTER SYSTEMS ASSOC.. 114C. DRAWING I7_l0 CERTIFICATION OF INDEPEtJDEfJCE�,� -FF 389 R9 COI AMERICAN SHATTER SYSTEMS DRAWING 17-108 CERTIFICATE OF IPJDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code of 2 2/4/2019, 7:55 AM lorida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pilmmD wGE... t _ Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBCApprovai 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Desorption 3B9.1 Bertha HV Accordion Shutter - Blade 3 - 1 Extruded aluminum interlocking blades retained by backs (top and (Hon-HVHZ) - Drwg 17-108 , bottom) for storm protection Limits of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A Other, large Missile Level'D'.Max span is 12'-3' for 40 psf positive ASO load and IY-V for 35 psf negative ASO load the HV3 blade w/o window blade,5'-2' for 110 psf ASD load for HV3 blade w/o window blade and W-11' for 62 psf, 9'-11' for 55 psf HV3 blade w/window blade working In unlson.Maxspan for HV3 blade w/o window blade for installations Into Metal Stud wails is 79" for max. ASD pressure rating of +72, 72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressum Installation iltshnriions I FL389 R9 1I_AMERICAN SHUTTER SYSTEMS DRAWING 17-108_ BEfiTHA I(V A"QRDjQN SH_UTrEt.,$YSTEM.PQF Veerifed By: American Test lab of South Rorida Eac Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING SLy-108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes i 389.2 i ertha liV Accurdlon ShuttarvBlade 1 Only- (Ncn-HVHZ)- Dnvg 17-107 Extruded aluminum intedodking blades retained by tracks (top and bottom) for storm protection ! Approved for use in HVHZ: No _F1�89 R@ II AMERICAN 5(ilJ7TFR SYSTEM ASSgC., Approved for use outside HVI@ Yes IN DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant Yes SYSTEfi.PDF Design Pressure: N/A VenTied By: American Test Lab of Smith Rarida Inc < Other: Large missile level'D'. Max. Span is 16'-0' for 30 p•sf Created by Independent Third Party: Yes `. negative ASD load depending on cememrates and locking rod 1•'_vffivation Reports configuration for the HVS blade, 81-0' for +64, -72 p.s.f. A.S.D. FL3Q19 AAECAN5R�MAMS___L — 9;— load for HV blade for Keystone mountings 7'-0' pSf. for metals ' INC. DRAW1UQ i 7-107 PRODUCT OF EVALUATION P.EPORT.PDF stud mountings and 8'-0' for 110 ps.E for HVIA working in unison. Created by Independent Third Party: Yes See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter-ODMBO- Bdruded aluminum Interlocking blades retained by tracks (cop and I (Non-HVHZ)- Drwg 17-106 , bottom) for storm protection f Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant Yes i Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.sf ASD load for I Blade I and 18'-0" for Blade 2. See schedules on sheet 12, 25 and i.28 respectively In3tagation Instructions f=t389 R9 II AUIERTCRN SHIfTfE_�ETEPJS A550C.• INC• �. DRAWINMIM BERTHAHV�CORDION SHUTTF _SY.�T_PDE Verified By: American Test lab of South Honda Inc Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSrcMS ASS_0 ¢R�I,VdifdCT SL.1,Q5 e@O-9UCT EVALUAA Q',�i qE QW EDf Created by Independent Thud Party: Yes coS Us:; 2651 Ewrs ^"Rnadl9_Mts R-32399pham 85%487AWA The state or Fbrea b mAV® mpbyer Ce9vrht22krL-n1 M2A" RlFbriM.:: Rlmcv Statement:: Accemitfty..subanEd u Floedabw.analad&ereareou.mDW&Uwudorotarmthis aM�rricmrmnle F && ApprwalAooep> FtlEnM_ Credit Care! Safe Mal Z of 2 2/412019, 7:55 AM GENERAL NOTES: 0 BERTHA HV. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WfrH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 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 BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MMMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Pi THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER, TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS jg USED IN THEIR ANALYSIS. HOWEVER. A WIND DURATION FACTOR Co-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN W000. RA H.V_ ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD ATL HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER -HV BADE tD J02I4.01-03. #D715.01-03, 11004.011-05, J1214.01-05, a0317.02-06, #0609.01-10 AND �10.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS ANT ASTM E-1686 AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & J1220.01-10 AS PER TAS 2,01. 203 & 203 PROTOCOLS LARGE MISSILE -HV WINDOW BLADE I@-0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND 111 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV SLADEC .AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.-V. ACCORDION PINS (HV SCREI'IS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #i4x2.75" AND #14x1.75" RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PROS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING -SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE hV UARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 60D5-T5 ALLOY, 3. MINIMUMYIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi -MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.33.4. 6. BOLTS TO BE AS'M A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS .STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. SCANNED 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HY BLADE (D : 12.13,14.15 AND 20 BY HV BLADE QQ & 6 WORKING INUNISON: 72. 13 & 15 St. Lucie County 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A US. PATENT y^6'779.582. COMPONENTS OF THIS APPROVAL ARE COVEF;*..D. IN `WHOLE OR IN PART BY U.S. PATENT 85'458,179 ISSUED TO EASTERN SUPPLY, INC_ S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERirf THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT Vi%%tRAIN INTRUSION. TO. EACH UNIT RUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT; OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE_. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 170S.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V. ACCORDION SHUTTER S'STEM'S INSTALLATION SHAH COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BLKI.DiNG AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (c) THIS P.ED_ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. INHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING 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. (E) THIS P.E.D. WILL RE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SHE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGIN REVIEW.EER TO THE P-E-D. U40NEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR (a) ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Tr. JUN 17 2019 Lucie County, Permitting yam' ,......... " r\ � P.E. TABLE OF CONTENTS Ll j GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHUT .2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & IMNDOW DETAIL AREA 2' ±IM BLADE 0) AND HV WINDOW BLADE �iAl MERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS RV SHEET 8 CENTERMATE ALTEPNATING DETAILS HV SHEET 9 END. CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 AREA 3• HV WINDOW B AnF (Liu ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE j) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY B=DTROI OBTAIN PERMITS IN THE STAT FLORIDA BUILDING CODE (Won High Velocity Hurricane Zon 02017 TIUECO. INC. 0, N c. Z:T:I:U::E�C� A,SL.�■AL. American Shutter Systems Association, Inc. 4268 TYestroods Drive West Palm Beach, FL 33407 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 W/ OR W%O RV YT11WX BLADE TIWT TESTING & ENGINEERING COMPANY 6355 Im. 36th, 5L, Sl - 395. Vmw. GJd'MZ, FLOMA a31U Pha1e : CZ05WT-153G . Fax : (305)871-1531 e-mar tlLeeaeael.eern EB-6006719 WALTER A TILIJr it. P.E. FLORMA Lie. if 441,67 iIEV. N OESCROMON OAF DRMYN W. L.C. I OLD 15-085 7/27/11 DATE: 07/27/17 2 DRAWING No 1 /1` 107 3 4 x 4J Y� p Q 454• OI � S 4.857" {.999' OLID BLADE ,.=g (�)WV UNIVERSAL FLOATER US TE�T�,,x . QUALIFIED FOR USE W/ HV BLABE(11 6005-T5 ALLOY AND TEMPER LIMITATIONS OF USE OF BLADEiP ON SHEET 19 6063-T6 ALLOY AND TEMPER (! HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER ,11 HV CEILING HEADER QbiJFIED FOR USE W/ HV BLADE(I)ONLY SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER r• x J 7 i rl FY. (CN Y A1`J. t i 1' :062 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADED 6063-TS ALLOY AND TEMPER 3.226' 1.6C0' pes' 1 OYP-) i r a.89T 7 HV ADJ. ADAPTER W_AIP QUALIFIED FOR USE W/ HV BLADE tT 6063-T6 ALLOY AND TEMPER 22 HV HEAD/ER/SILL QUALIFIED FORTE ALLOY AND BEMDER1 )ONLY ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE01 ONLY, 6063=T6 ALLOY AND TEMPER N 1�04 DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE �(,! 6063-TS ALLOY ANO TEMPER SAW WALK —OVER TRACK QUALIFIED FOR USE Vff HV ID COMPOi�JENi A $ T1 72 2' �5' NAX.1 1/8' ! 1/8" ,98 11 2' i 5' MAX.' 0.192" 1 0.192- i @9 2.5' T MAX.' 0.1901 0.160" 1 2" 5" VAX.� 0.139" 10.131' 02017 OLTE00, INC. TILllT TESTING k ENGINEERING. COMPANY ']c `i fi355 N.w. 36th. St, Ste 303, VQ C044 134RDUM, RXIAMA 33 p---' ` Pharre : (30s�71-T53a . F= : (.`.[51871-/531 �� =-maA: tTteeoOad.com 06719 WALTER AEB-�TUff Jr. P.E �tA FLORIDA Lrc 5 44167 (9;HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE T ONLY. 6063-T6 ALLOY AND TEMPER (141 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1 ONLY. 6063-TG ALLOY AND TEMPER X Y t �-? 2' i 2' 0-!25' 3" I 3' jC_C90" (?0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE CI) 6063-T6 ALLOY AND TEMPER, FLORIDA, 1. A.S.S.A. American Shutter Systems Association, Inc. 4268 WestroI Drive West Palm Beach, FL 33407 110 HV RAINGUARD 'QUALIFIED FOR USE W/ ZAODE^ 'ADTEML CODr (Non High Velocity Hurrical (32017 EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. BADE #1 W/ OR W/0 KV. WNDW BLADE + I OLU 15-085 07/27/17 DATE: 07/27/17 a DRAWING No 4 17-107 �7 I- 4.66_ D___� .74� 2:293' 1 ; NLY fat HV FLOATING C E T s` QUACi FED FOR USE W/ HV BLADE 1 '& QA- ONLY 6063—T6 ALLOY AND TEMPER i I 2]`� I I P•]55- PLAN FRONT ELEVATOIN LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE( fIONLY 6063-T6 ALLOY AND TEMPER 23 HY CORNER CENTERMATE QUALIFIED FOR USE IN/ HV BLADELI'ONLY 6063—T6 ALLOY AND TEMPER :2$ HV MALE "T" LOCK CENTERMATE`14.s66" ! QUALIFIED FOR USE W/ h'V BLADE, 1 ONLY NY FEMALE "T" LOCK CENTERMATE o063=T6 ALLOY AND TEMPER QUALIFIED FOR USE Wj HV BLADEIONLY 6063—TS ALLOY AND TEMPEF' ;311 HDJAI CEIcIrnNTERMATE W/ NO LOCKING ROD 32= AND TEMPER LOCKING ROD d QUALIFIED FOR USE W/ HV BLAE 6063—T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE_,,iu� ILLED AT 1I ACKS FOR_PROPER f 6" 315' 6063—T6 ALOY AND TE)APER FOR I HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE; & ,, A 6063—T6 ALLOY aNO TEMPER 'Ell '3T HV 1/4" 0-20 AISI 304 SERIES_ S.S. THUMBSCREWS QUALIFIED FOR USE 8J/ HV BLADE 311517 T1LTc`C% IN:. d IL E C O �Nc. •I Y TiLLIT TESTING & ENGINEERING COMPANY sf,� '. ISTAI C" F • 6355 Mi. 3o; SL. %JI. 7A5, MRCWtA GARD3l5. FtOP9A 33 O �./ Phone : (305)871-1530 . Fm : (305)871-1531 ORIDT� ,•.yV �A e-ma�-0�^e19P9 .cram �s/n�•q••e t•••' �Wtl1; WELTER A. nQjT .ir. P.E P.E. 5Ef1LV/3[G[dA RP'%1)ATF rL01'OA Lim 0 44167 1/4—:' THREV do KEYS (CNRDR162 f1, PLATED) 1 HV LOCK QUALIFIED FOR USE W/ HV BLADE uI & @' ONLY. G EN*Af! PANTED F_­TI i BRASS rNNGER . (CRRW.IE ?LATED. ) HV EGRESS ,1 QUAUFIED FOR I °} BLADE 1 do 250' O.D. PLASTIC HERO - _32l MOLDED TOE. 0?1518` A'OLD 7— SCREA, r � f 111 111 .825' a oD" AFTER RNE IN.^. 1 /4"¢-20 x 3/4" BEFORE R r1NG THUMBSCREW 1/4"gi-20 RIVNUT* m m SERIES 9444 All1tA:iUM (4024—T3 .SD.DY) LARGE FLFNGE TNIY SHR Nk1;6ERf, PART # 0820, AS 'AANUFACPLIP.FD 6y AVDEL CHERRY TeBaORN. PARSIPPENY. NINI :E _r 07054 OR EOUAL Cg HV "T" LOCK tI ALTERNATIVE LOCK pUALFFIED FOP. USE QUALIFIED FOR USE 4J/ HV 1'J/HV BLADE -ONLY. BLADED ONLY. i N �� o� —' 0.875" Min. nn r of D - N. $ 1 .125" Ito,. m; 'oIi cEl O Q;r .604 CYLINDER 0 OR KE'/ CYLINDER I � 1 57 Min_ 34 HD LOCK 6Y REGENT HARDWARE MORTISE LOGS SERIES 2333 HOOK SOLT LOCK. QUALIFIED FOP, USE W/ FPJ SLADEIJ& A, FLORIDA BUILDING CODE (Non High Velocity Hurricane 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System RV. BLADE #1 W/ QR W/O RV. W NDONv BADE AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV O HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON_ BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0,870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ©3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'k ® POLYCARBONATE IMPACT RESISTANT HV WINDOW 10OR EXTERIOR or r@3 r y HV � r- (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR \'� o!ww BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR � HV 9 BLADE. TYPICAL SHUTTER ASSEMBLY N.i.s. (2) HV PIN' ® MAY BE USED IN LIEU OF © AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ij) 00.324' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. (3) HV PIN © OR }3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER TYP m y> SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 8> 5 SHEET i0 WHEEL CARRIAGE DETAIL N_Ts. P.E. BLADE'S KNUCKLE (Typ) Nl 2 7/8' MIN CLEAR SEPARATION 0 39 " I 1 12- MIN. C I TO BLADE Y (1) OR� Hv PIN ®2 OR EXT BLADE'S KNU( (SEE NOTE * REOUIREME ASS T.S.EMBLY LAYOUT N. ir2017 MTECO, 04c. IL ECO 11Nc. TILLIT TESTING & ENGINEERING COMPANY M5 N.W. MN SL. Ste. 308, N EMA WOU4% FLOQ. 33 PI]are : (30 )wi-1530 . Fan : (305167]-1531 e-mal: tlteeoawf.cam EB-0008719 WALTER A. TILLIr Jr. P.E. FLORMA tic j 44157 EXTERIOR liv + 5 ON a .1875' .062s BLADE .0623 Fs X x AE25' .0625• 9 TYPICAL HV WINDOW BLADE 61 AND POLYCARBONAIL HV WINDOW DETAIL F_QLYCARBQNATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 31C3 POLYCARBOiVATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE T" ON SHEET 19)_ POLYCARBONATE SOURCES FOR AAFLU,' r�LAr 11P1CIL FPOFcT,,rS STAf3U� r�au3a� ucwnmvr,la um ]a rti SFc1`}TC teZk/.rr u.-rvArorA1- ASTY C92 6/i,i TET.'nLE �� �iw-f11 ASY t>Z'3 9,4GO psi. 9,'_fJ) FLFYIIPAL ST'C-4v.H F :i3J ASM O]S� ]2,SC0 p.v. ,s;. 13,4Ga ruxvL M0, PO UIYlSL- f50/ 0790 J40.000 psi P.s: 345.CvM Psi. " T� RW !SM 025E is Fi-D/n 17 -yrn S'SCiCE OEtLWi ASPJ 172943 47.2 E44 Z WAX PAX OF 0U.�71111G ASM C635 C-1 CVS C-1 CL-^ ScZF IC1lP0N AMU 01929 1040 'F 4 'F 11-�TNEui _ As711 G155 TeMLE SMDD A`TER 1tulT!:FF7.'^ ASTY 538 9302 PvE em P _ TE7a Sra'"•+c (1.`' Y.FAiFamc AaT! az8 8<si Fri EPe'S nsi. FLORIDA BUILDING CODE (Von High 'Velocity Hurricane ©-2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Sysiems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System H.V. BLADE J1 W/ OR W/O RV_ WNIM BLADE AWING No 17-107 V SEE END CONNECTION DETAILS ON SHEETS 10 tc 16 TYP. FULL HEIGHT. . u+ r i 4? 5 96 CR��G2 �y O 1 u�'Oa�o� FF =vvy o` Z i I �I�Io�I .S. OR@OR'.O /1,/D GT CR(ri S-1 DIa;1ZI- 1Q'•.1 lox @. �`'tz(71%:3 l't7" 1 'cx (17 If8'.a,$oR'•1at f 1io++(,�'+�n5 *NOTES ON HV LOCKS AND CENTERMATES: .1. k�NDATORY CONDTAON #I. ONE HV LOCK I* or " SHALL HE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BwW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105"; AND FOR INSTALLATIONS AT ANY ELEVATION.. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @1 OR CENTERMATES W/(2) 1/4"4-20 x 1/2" LONG FLAT HEAD S.S. M,S: LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2- IF DESIRED, FOR BLTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS . U OR - 8 MY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENT€R!„tATES (Ell, OR 0SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL _CONDITION j2 MUD ONLY WHENM0.ND.eTORY CONDInOA' 1 G. IM Ati .irnRY cc ipR1pN 25 ;�2. TS UCFD yyJTWO H-V=. L99M; .LOCKING RODS .3 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY HE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ;5 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION)_ 4. MANDATORY CONDITION Y - ONE HV LOCK "�y+� SiLV1_ BE USED AT CORiiER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK (2$ or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ,L@3 CORNER CENTERMATE VII 1/4 D-20 x 1/2' LONG FLAT HEAD S.S. M.S. 7W0 LOCKING RODS C9 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER 7. MAXI ELEVATION. SPAN S1Wdl BE DETERMINED AS PER SCHEDULES SHOYJN ON SHEET 12. �cg 5 WS ONE ALTERNATE FTV LOCK MAY BE USED IN LIEU OF HV LOCK U or q� FOR ANY SPAN AND IN IATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. »=g oo- ATTACHMENT OF 1/4-0-20x3/4" S.S. THUMBSCREW TO @ OR @ CENTERMATES SHALL BE MADE W/ i/4'0-20z3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO �{{{" LOCKS AT 1/3 OF SHUTTER SPAN_ 6. MdIP1DATORY CONDITION 3 FOR KEYSTONE MOUN ti INST I l e i� TIO ONE fiY LOCK or or C6 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'. AND FOR INSTALLATIONS AT ANY ELEVATION, W LOCK @ or Ca or ZS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @.` or (—a SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. .� M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 8 W/ OR I@ TOP AND BOTTOM IS COMPLETELY LWIDATORY. OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES' CENTER,VATE I. cECOND ALTERNATE TO MANI'1STORif CONDITION I1 VAI ID ONLY FOR ITV ONE ALTERNATE HV "I' LOCK � MAY BE INSTALLED IN LIEU OF HV I CKS 1 OR '' FOR ANY SPAN AND 1 STALLATION A7 ANY ELEVATION. ALTERNATE LOCK'07) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK @ INCLUDES. USING REINFORCING COCKER � ; AS SHOWN ON SECTION HVG, SHEET 9, WHICH AIUST BE CONNECTED TO CE4TERMATES @8 AND @9 W/ 1/4"4-20 x 1 1/2" LONG S,S. THREADED BOLT W/ 7/B"4 z 3/32" YlINGNUI CR W/ 1/4'0-20x1" SS.M.S, INTO A 1/4'Ox 5/8" RWNUi_ LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS @- TOP AND BOTOM IS MANDATORY. *l�TES ON HD LOCKS &CENTERMATES• t_ HD LQCT(. W/ Hb CEHTFRMe - c(/ OR<32 W/( ONE ALTERNATE HD.LOCK 3 MAYBE USED IN LIEU OF HV LOCKS - ORR 5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK CC MAY 13E USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK R TO i�3 IS W/ 3 88 z 3/$' F.H. S.SAf.S., AND INCLUDES REINFORC©tEPlT i;JSERT AS SHOWN ON SECTIONS HUB-HVB AND HOC -MIT, SHEET 10. LOCK MAY 6E INSTALLED AT MIDSPAN OR f2" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 3S IS COMPLETELY OPTIONAL. urricane .........E52017 TILTECO, INC. -- c 201.7 EASTERN METAL SUPPLY, INC. L` i-•• ` BERTHA W.M. A.S.s.AT. IL E Ip �Tl�t. Accordion Shutter System nv- E3tADE #1 W/ OR W/O KV. t NOON MADE TILLTT TESTING & ENGINEERING COMPANY American Shutter Systems . N DESCnPT10i1 ogre CWA YN M LC. :�� •,• as `�A' 6355 N.N. `6,R SL, SFa :AS, y1,RE:0.xA CND"3S„ FtORDN J3T6 Associatlon� Inc. I OLD 15-085 /27/1DAM 07/27/17 V Fhone (305)871-1SW . Fos : (3D5)871-1531 4268 WestroadE Drive 2 { J�"' \�11:M a-m � rat" .C.In West P0IM Beach, FL 33407 a DRAWING No At Z elrrll WALTER A TlUJr Jr. P.F- i. 1 7-107 _ - P.E. SEAL751Gftll�TURE/DATE FLORmA Uo. 4+t 67 s cucrr n POURED, CONCRETE REQUIRED EXISTING M CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) I, HV WALL HEADER INSTALLATION EXISTING �L SEFe�Mi M CASS M1ON II FMM�OXE CjV OAS19 RA 9'+M C a E. D. Le L �-- 7 12 cvl,�4% --CONCRETE ANCHOPS POURED CONCRETE I (SEE SCHEDULE ON SHEET 13) OR CONCRETE BL&R- WALI REQUIRED (A-•; BY WALL SILL INSTALLATION POURED CONCRETE — REQUIRED N V f M= E.D. OR @* -CONCRETE ANCHORS (SEE SCHWULE ON SHEET 13) (SF, F1Ob?-7ING (9) CNI TAEU 7) I" F M71n. I/44-2N3/4" S.S. EQ MACHINE SCREWS USING 1/4--20 NM 0 12* O.C. , 1 3 s oR in OPTIONAL MIN, SEPARATION TO EXISTING � I `(SEE SCHEDULE ON SHrl-sll) 111 Max, HV WALL HEADER INSTALLATION + KEYSTONE -CI)OR NIN- SEPARATIONTO (SEE SCHEDULE ON SSrT'j) E)asms I GLASS----; OPTIONAL '1/4" Max. 3 o;t L PHILLJPS TRUSS HEAD 1@7 on 108 MACHINE SCREW$ USING 1. 1/4" -20 NUTS 0 12' O.C. min. 0M FOR COMBINATION OF SEMIONS- I- SEE SHEET 4 FOR TYPICAL SHUTTER # E. D. - EDGE DISTANCE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS Oil SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. A. M NCRE7E ANCHORS (SEE SCHEDULE ON SKEET 14) E) , �' HV WALL SILL INSTALLATION • SEE LIMITAZONS OF USE FOR BLAvE & ON SHEET 19 *2017 7ILTECO. INC /TNECOINC. � TILLIT TESTING & ENGINEERING COMPANY SMS W.W. 36zh- SL. Ste. 105. VIRCIM GA MS— FLOMDA 23 Phone : (305)87I-1= - Fax -- (305)871-1531 e—mog: Otecoczol.c,een ES-0006719 VIALTER A. TILUT Jr. P.E. 'r lne rr FLORIDA Lie. # 46167 POURED CONCRETE ,.7OR CONCRETE EILOC, REQUIRED —I/4'*-20x3/4' S.S. CONCRETE ANCHORS 1 MACHINE SCREWS (SEE SCHEDULE CN i VI/ 1z4 —20 SHEET 13) i NUTS 0 12" O.C. � j tlli.. �Ecf E 1@3 OR fIll', SEPARATION TO GLASS ;EE SCI-EDVLE ON SHEET 11 1,�;) HY WALL HEADER INSTALLATION MIN. SEPARATION To CLASS (SEE SCHEDULE ON SHEEP GLASS OPTIONAL 1/2 iL 19 ED 1/4" Wax. 13a., --\ Q-t)' Mox. Min. 1 CONCRETE ANCHORS 114"V-2Gx314' S.S. pHILL(pS L-(SFE SCHEDULE ON TRUSS HEAD k%ajiNE scpZVS POURED CONCRETEI SHEET 13) LIV 1/4"-20 NUTS 0 12' O.C. OR. CONCRETE BLOCK REQUIRED 0 HY WALL SILL INSTALLATION .INSTALLATION DETAILS WZ Tj HV BLADE FLORIDA BUILDING CODE(Kon High Velocity Hurricane 1 9)2017 EASTERN METAL SUPFLY• INC. AnS.S.A. American Shutter Systems Associcitloin, Inc. 4268 Westrocids Drive West Palm Beach, FL 33407 Accordion Shutter System H-Xw. BLADE #1 —W1 OR W/o ITV. W-NDOW MADE DESCROTICIN DATE F.4L.C. T OLD 15-085 7127/1DAM0�/27/ 17 5 AWING No 17-107 r , POURED CONCRETE REQUIRED r z.': ro MASS Ef J. sI FOR a sir 11 flit tr ig tFORJ r of ski 19 FOR CONCRETE ANCHORS i Lrv, gpyrjp�yy (SEE SCHEDULE ON SHEET 13) To QA (� EDGE OF 'I 11 ITR BIDE VAa SLAB IF i Q Si;F2,9 FM APPLICABLE EXISTINGLASS J H'mSH'�® ALTERNATE -\ANCHOR i LOCATION i c U 1, !1 EDGE OF r fjd/ STTAS IF T P + APPLICABLE '41k Y- - + POURED-- L' {? CONCRETE j REQUIRED I- �•tio° 110 OR C4* EXISTING GLASS— ! #10x314• HEX WASHER HEAD �x7E'F, SCREWS 9 T2" O.C. CONCRETE ANCHORS 1,�-(SEE SCHEDULE ON SHEET 13) -1 "--J EDGE OF SLAB IF AppLrAeu f i iti.J, SrFhWA:. � ro clAS 01 If it rr I r tl tr , J t E , Q rjy _ POURED / rr CGNCRETEJ HV FLOOR INSTALLATION t 1 y'L 6?AJW,GJ ' 1 d 6 To cuss I"(=EE s DrJ t t slcer xx} `I EXISTING 1 J f GJJ+SS 1 1 Jg, � rf JJt -EDGE OFSLAB IF APPLICABLE REQUIRED L FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 1 s HV WALK —OVER INSTALLATION CONCRETE FLAT HEAD CONCRETE PPICHORS REOUIRED (SEE SCHEDULE OW SHEET i4) it TRENCH INSTALLATION VA.ID ONLY FOR UP TO +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE J3, SHEET 11 OF lec sys;iii r - CONCRETE ANCHORS 6Jas? `: z_ J .' i..— s ' .-n '• ' r O J` (SEE SCHEDULE ONF7ECH6UTL5 SHEET 15) 7/4"E ,JW EIR.Dc'C Ll'-t0.4 V!/ tx) i O EXISTING <' ^"fir .� 3 EXISTING ' EXISTING J ); AtVA'J® THREADr"A i GLASS+'� CLASS J ux.:;pbscn.'rr ro aAs I Gc,'.M„= '—' y 'ILT-R+'fAoor pi t/a'e Fcxc y ie, sc irJnL C< e.-r t:},: I 1 J FASWAUZ5 TA-P7R+ AN,'HOR.S W/ ! UkX• I. rh' f N1 i , uxJ. n-'vhw:rN xo JX.ts' J 3/s" KK INEWY94T o E' 10 r r , t1 - (sue :a2,Jc� cr+ "` f tx) !rx I A 1 4' O.G. FOR SPANS LARGER THAN I Q j - J -114" I 6' 0' UP TO V-0' M A'FL1' I: 1 .y C yI r J ; MAX. f' I{, TIT At EYT3f! FAS,ENER F6iV: af. $ { r 3 OR 15,�df(GL'• ); 'O{ ,r , I '� $IOX3/4 HEY E. D> / I 7^Y sy.Fr i(Ftxz SeE u�inatTE TJ.aNsyf/ 3/3" -1/2• O WASHER HEAD , TEY, SCREWa ! i 1 CCNT SEa'l•NT - , 014 HE HEAR ':''7. ' T 3/8' I �0. 12" 00 !J ;® i ; i i i I TEK SCRESJ� ®Y' G C i /_ { ,./ 1 a3/8 ! I ,{ r r — 17i I i' t t Oft 1%"0-20 S.S. M S CONCRETE AJ4CHOR5; _ 6 ..O 3/- i4x3 i S.D.S. i t _ i i , 11/4"f ., I 1 r / /I 1 ! 1` 1/4 C-20x3 4 SS fAS LI --G N,, 4/4'^ 20 NMS .,11 NUr ® 9" O.C. (SCE SCP.ED•JLE ON v( i/ y , ®9" 0. C. } - Mox. ? e I I v JF. 1 SHEET 14) 1/2x - 9 tz' Oc rn'i`'7 Tom_ Z —/ 1 I - J ( �- •ns.LL T:zty siRUGJURAL 1 t , I, EDGE OF 12"_._1._{ ^ t ` 1 % R 1 S .'� S L 2.00' ON. &A.U.tr � (DECORATE Aa t r _ ✓ . , ° SLcb IF c', saL} t. lit 7A ' - `-?14x3/4' F.H. S.D.S. f MIN. „fPPLICABLE .T1� —_ l E 9" O.C. i'. .. 'OOfiED COaLRCTc CONCRETE ANCHORS -SEE NOTE 13(6)LymEo 1 .---t-0• ttl �r POURED CONCRETE (SEE SCHEDULE ON 0.4 SHEET i t -SEE NOTE 13(0)- }.I?_E.D., r l OR CONCRETE BLOCK SHEET 14) POURED C01CRE� ON SHEET 1 r • ' r.' - .(s)' jtlr REQUIRED OR CONCRETE BLOCK y+ c IQNAL—+' POURED / REQUIRE M1 KEYSTONE MOUNTING INSTALLATION ,M CONCRETE ��,• HV WALL FLOOR INSTALLATION HV WALL WALK —OVER INSTALLATION MA%WUU A.40. LESM' FRESSURE �� ^ REQL7RED .y�e` uni(INuer sJN7TER BAN g-D' IJ HV RAINGUARD INSTALLATION„t . ��roro�� NOTF FOR C'7MSINATION OF SECnONS�: y, y. �' t THIS INBLE MEN PER L BE E. Di•a- EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- 'SHEET 4 FOR T'IPICAL SHUTTER GAF SPECIRCAFONS ON SHEET 13) ADJACENT TO AN OPERABLE EXTi • SEE L74JTATIONS OF USE FOR ASSEdB _.- OR ENTRANCE BLADE i�A ON SHEET 79 INSTALLATION. DETAILS W f HV BLADE 2- MOUNTIP EEner e r .�I�,I�IEg"`' cg T- IN Nor WAY TO SUIT A>dY fNSTP1 ON. i111Y`' L71 3A! s�o C .. FLORIDA BUILDING CODE (Hon Nigh Velocity Hurricane Zone ; �r�, ;f Tj 62Oi7 7 LTECO, NC. 02017 EASTERN METAL,SUPPLY, INC- g BERTHA HVTL, 044' 3 ASSA • ITL E C_O tN�. Accordion Shutter System • _ H.V. BADE #1 W1 OR W10 H.V. WiNDCW BLADE TILI3T TESTING & ENGINEERING COMPANY American Shutter Systems R N DESMMON DATE I ORAIVN BY: L.C. °'S5 H.Y.'6". St. se..°g ^ xNa DARDEPIS. ILOFML 33,6 Association. Inc. 1 OLD is oas 7/z7/1 DATE 07/27/17 FYAne : (305)871-1530 . Fax : (305971 �s3i 4268 Westroads Drive z C�WL+41T1 a-m E9 at�i9 �m Nest Palm Beach, FL 33407 3 DP.AWING No AVAL E }a^J .....!../+A'° MITER A. RWT Jr. P.E. 4 ' ��' 07 P.E. SEAL/SIGNATURE/DATF FLORIDA L-c yT 44167 5 �HFFT , OUT S \ 7 ' 2'x2'x7/8* --2- !� ANGLE W/(2) '1/4"O TAFCOB AHCHOPS TO CO, --(E 1 (TO1 601 & 1 ;4)#10xt/2' S.M.S. TO AT FACkt PI•i0LE (YP) ! < �I t/z' ' u r• t/2 EXISTING ``% i GLASS �S +�80 19+©aa19+1 G1 MIN. SEPARATION,, TO GLASS (SEE SCHEDULE 1 N OPflOVAL ON SHEET 11) `i (INTERIOR) HVD ouT i )N HEETS 10 8r 18 IN `-^ ; /—EXISTING LASS INSTALLATIONS WZ I- V SEE NOTES ON LOCKING RODS Hv LOCKS ® °r AND ALTERNATE HV !OCR ON SHEEP 5. BLADE W HV CENTERMATES BLADE SLACK DETAIL W IS VAUD FOR ALL CENT'RNATES 0�®�®t�Q°'1°'�°' 1 OR APPUC4TION. Wre. BLADEQI ©'o ' oQ®'o' 18 —EXISTING GLASS DETAILS ON SH ETro S tO& I---------------- ---L------------- *Mae"1�9-©ox 19+@ 3 1/4te 7 6 7/2' 1/2 °x©=g ! OPPO5IN6 i CENTERMATES I 7' SYMMETRYCAL r f7px3/4' s.ais. e tz- / j j� O.C. FULL LENGLR. , W,/ HV LOCK 4 or 6bT CENTERMATES �--- — MIN. SEPARATION 3 S BY LOCK a f N} 3�— To GLASS (SEE SCHEDULE ON SHEET , u �f I 5 --T------� ---- ----- 11—`-- IN - , � OUT �4 HVA HVB HVC t9 ��q . '�`��© 7 u'® )� •3:'� -POURED G0.":CRE7E OR i CONCRETE BLOCK WALL --------------- SYMMETRICAL IN r� ���`�'®� ----- 1 -- CENTERMATES 6 MIN. SEPARATION JI * ( ; �+ ®cx 1©• ®°ca$ r c= TO GLASS W/ HV LOCK 26 OPTIONAL (SEE SCHEDULE (INTERIOR) ®+ ©<a ®♦ 13 19 a ON SHEET 11) 3 OUT ,------� ----------- —-------- % l � �LCO;ICRZE AAICf:OP,S @ �F i 16 D.C. 3 VARIES .. i OUT (EXTERIOR) 6 1/4- 'MAX. SLACK i f `I v . +�''syp,tJlsossa9��0 HVE HVF** ti :*Yv•....•.:"" 'vf�IDii BUILDING CODE{Non High Velocity Hurricane Zone ,zo,7TUTEcp, INC.A+c, 02017 EASTERN METAL SUPPLY, INC. � •' � BERTHA HVTM 3 3iL E C O �N�. A.SSA.�� Accordion Shutter System I-LV. MADE #t W/ OR W/O H,V. WNWW MADE •'; �� @. ! TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems , N DEscISPrwR DATE D7tAW7i sr. ,�, i ,c+ ' ., ; • 4r. ee� W55 HIM 21% R St. Ste. 305, vomIA GAS0137S FWImA 331 Association, Inc. t OLD 15-O8S 7DATE ❑ATa- 07/27/17 Fhom : (Z05)971-153G . F6r : (305�1-1531 4268 Westropds Drive P4. /���L � �t�1LiL a-^ �-0 M9-0O•" WesE ?plm Beoch, FL 33407 DRAWING No�7l//l /IJIN+ WFLTERORI A TILMT Jr. P.E. 7—O /P.E. SiZ IGNAT (IRF/DAT: FLDRIDA L �, i 44167 OUT S IN 11//�E105LJNG WE eIAUE /QSVSK DErNL hW. 6YOICATED UN SHM 6, WELL AS dNNERSL' FLOATING EUIDE e) DEWL HDD-NVO . 0.4 THIS SHEET. MAY BE USED WITH THIS FLT6c\A @dST/11ATON 0^AL TNG S40WW RJ THIS SHEET. I/a4 0�/TArmN S/A' pti.7' INSTALLATION M HV BLADE W/ HD CENTERMATES (D Pi (t0P/E0R05Q1 l i I m I---_--------------.--n n-------------- _ ) (CfTICNAi) ^1' S. s TO SUEE . fitD<3/4' SNS. 9 f2' -:---- FAt4 "M 0Yr) I ; x 0.0 FULL LEtJ�R. ; - - - - - - - - r IN (4) HY.QN kf �! 5 ni / 30 LOCK (INS1DEl �1� RN (T P.) sr� I PINS ((1i R SEE NOTE 5 FOR W LACK® -r LOCK, ON SHEET 5. f 9ERr�5 s4s6 ALUMMUN (2024-i3 ALLUA) IiRGE FLANGE iFON SHEET NII:SEJ2T, PADS � 09A, AS MAtNFA,^n1RED EY AVTIEL CFi762Y TFXTORN, PARJPfElY, tTEVI JERSEY 0]OSS OR EQLW-. 30 HV "T" LOCK (OUTSIDE)— .E. ,-0[oqfl 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. HVG* HDD—HVQs* srs����e4 FLOATING STACK iyF a 02017 TILTECO, INC. h O lr IL ECO=m�. TIWI' TESTING &ENGINEERING COMPANY 6355 tLYL 351h. St.. St. 305. MGM C4RDENS. FL -A" 33fr� Phone : (305)B71-1530 . Fuz n (3115}97,-153t e 951g L 1 a-mal: Cnteenpna.com E6-0oDs719 L. >e1I/IFl=I WALTER A. TXUT Jr. P.E. CfrhfATI IDE /TIATC FLOiWA Ue. 144167 (DPro :t) DN B—HVB OUT SYMMETRICAL HD CENTERMATES W/ LOCK EXTERIOR A.S. S.A. American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 M. (OPEONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/ "i LOCK (INTERIOR) x` sE: rms Gv Lx aNe a-cn5 c.�� Lew- On sHm S #'k IBC.'ECSAL FLOAnKG EV}'Q DETA'L HLD-Hi4 ii Va FG4 AS GF17UIMre ATiLY.1nLYS tFif: ENOE Q CDDE(Non High Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. v&-" a � " i7 v Tt1 Accordion Shutter System H,V, WM #1 W/ OR W/0 H.V. WM W BLARE VLM io-uao D//27Pj DATE: 07/27/17 3 DRAWING No 4 17-107 . CONCRETE ANCHOR—t ® 16O.C. i ,' " i (LOCATE AT EITHER, SIDE Cl( OF 5O) n t Ox1 /2" S-M.S. ® 16" O.C. �m r— POURED CONCRETE OR -" CONCRETE BLOCK WALL !' f REQUIRED I ; EXISTING GLASS 1 — - ' -2" 1AM.. J7 TO CLASS (SEE lEO SCHEDULE ON SHEET 1/16"x3- MAX 11 FOR aADE 0AND (6063-T6) CONT. ' ON SHEET 19 FOR ALUM. CLOSER BLADES tQ& ati PLATE (LOCATE 1/2 ' • AT EITHER SIDE MIN. ro 16" O.C. OR QY I SEE DETAIL X FOR SIDE CONNECTION as®m 6 7 �` 8 a 10 •©+ TO TRACKS END CONNECTION DETAIL n —EXISTING GLASS M.N. SEPARAMO.'I TO CLASS (SEE SCf-M5E ON SHM 11 FOR BLADE Oxv ON SLEET 19 FOR X i END CONNECTION DETAIL —POURED "CONCRETE OR CONCRETE �. BLOCK WALL REQUIRED /—EXISTING GLASS 1AN. SEPAPATKIN l TO GLASS (SEE �I SCHmULE ON SHE15- 11 MR ET ADE OAND ON'SHEET T9 FOR D-ADES 0 & Q X OR ®' r V *(Z) II � @-@1-4 @-I END CONNECTION �70zi/2" S.M. ' CONCRETE ANCHOR 0 12- O.C. r1 i EO 2" MIN. - NN 1$ , .E. DETAIL 20 POURED CONCRETE OR EXISTING BLOCK WALL J GLASS REQUIRED ^ _ — i MIN. SEPAoAitCil TO GLASS (SEE 1/2' MIN. SCHECULE ON SFIEtT 17 FOR EtADE ®AND ON SHEET i9 FOR r `l _ BLADES 0& Q RON DETAIL ,A 02017 DLTECO, INC. IL E C O ,N� POURED CONCRETE OR CONCRETE { BLOCK WALL REQURED r--EXISTING GLASS TO GLASS (SEE { SCHEDULE ; ULE SHEET 11 FOR BFADE (DAdOON SHEET 19 FOR 1ZZ ' eLwes0& & /� 46 USE 1" OR 2" MAX, I ------�% (AS APPUCABLE)x2"xI/8•xO'-2" I ALUMINUM CLIP ANGLE (6063-TS ALLOY) AT MDDHEtGHT (1) J10z.1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO WALL AT I- O.C. (LOCATE AT EITHER SIDE OF ®) I } �b�a lsl (l�Calnl.dla SEE DEraIL x F 4 ' 1 END CONNECTION DETAIL Q3 OR( PLAN ASSA WALL REQUIRED EXISTJING GLASS MIN, '-'EcARATICN TO GIASS (SAE SCH ULE ON SHE 1 FOR P _ Q/ ON SHEET 19 FIX VECTION �"Q9)aU'07 �® 70 •�3 TRACKS f ip.Om©• m END CONNECTION DETAIL 4a .b REQUIRED OAiLY FOR SPA.FIS GREATERTHAN 12'-O" OR L OR630R(p VIEW Y DETAIL X TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems S355 N.W. 3fit SL, Sta. JM NW&M GARDQ75, FLOWA 331AsscctattcnInc. Phcre : (305)871-1530 . Fax : (305871-1531 4268 Westroal Drive a-mmE1 tDtaeII-119 eem West Palm Beach, FL 33407 Y/ALTER A TILLIT Jr. P.E. FLORIDA Lie. !0 44167 © OR®Oft } } OR T�OR}'..1 R�OR� OR } 92017 EASTERN METAL SUPPLY, INC BERTw Accordion stem "H.V. BADE #1 W/ CR WBM DEWV7 N DESCRInON Y: LC.1 OLD 15-C85 7/27/172 3G No4 107 SCHEfULE 1 MAXIMUM SHUTTER SPAN' "L+" OR "L-- (ff.)" LATER INSTALLATIONS W/ or CE MATES. & or or W/ ONE H.V. LOCK ® or @ or or HD LOCK (9 W/ NO LOCKING RODS or CENTER_MA EO 280 29 W/ ONE 1-0'7" LOCK 30 W/PNO LOIO,K NG RODS 35 BOTTOM'IOSEE Ww x AS.D. om- m FRESSLrP RATI ro (pOR —OR T�7ft07P�C&t �5 CON.^RE11-& hod WSTPILATIONS V WALL MOUNTING FLOOR/CEILING MOUNIIIN,G TOLEST 16'-0" 16'-0' 16'-0" 16'-0" 35 7C'-10" T4'-10" 15-2' I Tfi'-0" 40 73-1 a" 13'-10" 45 13'-1" 50 12'-5" 112'-5' 12'-B' 1 13'-7' 55 11'-10" 1V-10" 12'-V 12'-11" 60 ii-4" 11'-4 1V-7' 12'-4" 65 10'-10" 10'-10" i V-1" I I'-t 1" 70 TO'-6" 70'-6" IO'-9" 11'-5" 80 85 9'-6" 9'-6" 9'-9" ;a'-5" 90 9'-3" 9'-3' 95 9'-0" 100 105 V-7" 7'-11' 110 8'-4" 7'-7" 8-7 9'-2" 9-2 115 V-2" j 7'-3" 8'-4" i 8'-11" 120 8'-C' E'-11" 8'-2" 8'-9' 125 7'-10' 6'-8" 8'-0" 8'-5- f 30 7'-8" 6'-5" 7'-10' '8'-1" 135 7'-7" 5' 140 7'-5" 5'-11" 7•-7" 7'-6' 145 7'-3' V-9' 7'-5" 7' 3- 150 7'-Z" 5' .7" 155 7'-0' 5'-5" 7'-2' 6'-9" 160 0 -i l ` 5'-2"tjE T-1' I 6'-7' 1701t2175 6-7" 4'-9'-9" 6'-0180 6-6 4-8"6'-8"-SO" 185 P""-5' 4'-0" 6'-7" 5'-8" 190 6'-4' 4'-5" 6'-6" 5'-6" 195 V-3" 4'-3 s'-5" 200 6'-2" 4'-2" 6'-4" 5'-3` 205 6'-1" SCHEDULE 42 MAXIMUM SHUliER SPAN` "L+' OR "L-" (it.) FOR INSTALLATIONS W/PPQ ONE HV LOCK or @ or W/ NO -LOCKING RODS (SEE NOTES t. tt) Nwmw T"l:SSUFE 1ramlc CONCRETE & WOOD NSTALLATIONS UILL 1,10UF{i1NG y MOP/CEILING MOUNIPMG C + (E) L - (3) 30 16'-D" t6'-0" j5 14'-10' 14'-10" 40 13' -10' 45 50 55 60 rt'-4' tV-4" 65 70 75 BO 9'-10" 9'-70" 85 9'-6" S'-6' 90 9'-3" 95 9'-0" 100 8'-9" 120 8'-O' C-11" 125 7'-iC" 6'-B" 130 7'-8" 6'-Y 135 7'-7" 6'-2" 140 7'-5' ]-11" 145 7'-3' 5'-9" 150 7'-i 5'-7' 155 7'—C" 160 6'-11" 5'-2' 165 6'-10' 5'-1" 170 6'-9" 175 6'-7' ISO 6'-5' 4'-8" 185 W 5' 4'-6" 190 6'-4" 4'-5' 195 6'-3' '-3" 200 6'-2' 4'-2- 205 6'-7" .t4`- re 5KHEDULE-- #3 AXINIUM SHUTTER SPAN* "L+" R "L-" (ft.) INSTALLATIONS (E-ERICAL CENMIRMATFS & V!/ ONE HV LOCKS OR W/ NO LOCKING ODS 01AU0 FOR P„OUNRNG 11 SHEET 7) r1A1",vNt r .a DERI PREi (+ c,. -) CONCRETE INSTALLATIONS FLOG<P/CEIL4:G NOU(iING OR FLCCR r4AL NOUN-;NG L + (ti) 1 L - (fl) 0" 35 15'-2" 16'-t0" 40 14'-2" 75'-2' 45 13'-4" 14'_3' 60 10'-2' 10'-1I" 65 9'-5" 10'-1- 70 75 _ 8,_9" Yi•r+�d$ V IfkVMUM SHUTTER SPAN "L+" OR "L-" FOP. INSTALLATIONS INTO Yi00D SHALL BE WITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. HV CORNER CENTEPMATE #3 MAY BE USED AT ALL MOUI1TNG INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE s5, SHEET 5. t• 1 EXCEPT THAT MAXIIAWA S SPAN `L+' OR "7_-" AND MAXWUfA AS.O. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNTTE0 AS FOLLOIYS: 1- CONNECTIONS TO KEYSTONE MOUNTTNG LIMITED TO .84,-72 Ps.f_ AND B'-D" SPAN, SEE MOUNTING ® ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THP,U 3 " 52017 11LTECO, INC. 0 HV BLADE i w � TILUT TESTING & ENGINEERING COMPANY (h"•'•. sal n GN5 t1.K. 3GWh St. 51e. 305. VGA CJRD_NS, FL.^RDA 331 -�--tt •..�ta1S5 Pticrte : (305)871-1530 , FaK : (305)671-1531 a-mm7: bTteco¢ceLeem • `�(1� i ,Ll ,jfol7l -CPLUTi9 YALTER A. crnf YfV�14n inr /n.r. FLORIDAFl Lice 44167 F.E. AL SCHEDULE - (t) L+: MA7(11AUtA ALLOWABLE SPAN FOR A GIVEN PMMA-t A.S.D. DESIGN PRESSURE RATING. t-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATNE A.5_D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE hAAXN,dUM SPAN FOR L•tALt 2.fOUP171NGS (TOP/BOTTOM) OR FLOOR/CFJUi7G Ott ci4 A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE A!AXIA!UtA SPAN "L+" FROM SCHEDULE. GIVERS .A NEGATIVE AS-D. DESIGN PRESSURE RATING, DETERMINE MAJ(IfAUM SPAN "L-" FROM +AAXIM.UM A.LLOVtABLE SPAN IS EQUAL TO THE MEN7MUM DETERMINED SPAN BEINEEN "L+" AND "L-", (3) PROCEDURE TO DDERI7INE hdAXIMUM SPAN FOR COMBINATIONS IN BETY;EEN WALL t/COtiTINGS V.'J FLOOR/CETUIJG MOU1v7(PJGS: FOR A G!V?l POSITIVE AS.D. DESIGN PRESSURE RATING: DETERMINE Lt+= MAX. SPAN FOR 1VA;J_ MOUNTING PJS7ALLATIONS, L2r= MAX. SPAN FOR. FLOOF./CEILIN'G MOUNTING INSTALLATIONS. FOR! A GIVEN NEGATE A.S.D. DESIGN PRESSURE RATING: DETERMINE' Lt-= MAX. SPAN FOR MALL MOUNTING INSTA! L'.TIOTJS. Lz-= VAX. SPAN FOR FLOOR/CEILING MOUNTING iNSTAL!ATIONS. ANAL h:,AX1t1U0.1 ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L7+", "Lz+", 'Ls= A,+10 "Lz-" (?) GO 7G ANCHOR SCHEDULE WITH FINAL !AX!tAUL! ALLOWABLE SPAN .AND NEGATIVE A.S.D- D=SIGN PRESSURE RATING TO DETERMINE MAXIMUM tiJ^.HOR BUILDING A.S.S.A. American Shaffer Sysfems Assoctaffon, Inc. 4268 OVestroads Drive West Palm Beach, FL 33407 FINAL L'u 2017 EASTERN MEGL # Hurricane 1 —#�] IPPLY. INS. .+x�.. ■ nN WE rf, Accordion Shutter System H.V. BL,>DE 1 w/ OR w/o H.v 1MNOON BLADE r 1xu I0-0255 7/27/I dt1E 07/27J77 a DRAWING No { _ t7-107 SPAN eft) -D. ® WALL HEADEri ROUN7FING 4�-O "%° o o c r t♦I 1s I Io I a I a I a I a Ia is l2 10 v e 6 61 6 14 1112 110 1 8 1 8 1 8 15.51 - 14 12 110 9 8 1 8 E 6 T4 12 1l0 1 9 8 8 j5. - 14 12 TO 9 8 8 6 4 14 12 10 9 6 6 1 fi 6 14 T2 I,(;9 8 H 1- - 14 t2 to 9 6 6 E - 14 1 110 9 8 E 6 4 14 12 TO 9 .8 f3 5 1 6 IS 12 _ 10 1 9 8 8 I fi 6 14 1 12 1 W 9 E b - 14 72 IO 9 E H 16 - 14 12 10 9 8 8 4.5 14 12 TO 9 8 8 6 35 74 12 t0 19 8 6 6 6 14 }2 t0 9 75 - - 14 12 t0 9 7.5 SS j - $,-O„ I4 f2 10I 9 8 8 4.5 - 14 1 12 1 70 1 5 1-8 1 8 1 E 1 3-5 14 112 fig 1 9 I 8 1 8 1.6 1 6 14 1121TO 0 8 7 - it 72 10 9 8 18 fi 14 112 1 SO 1 9 1 8 8 4.5 - 14 f 12 110 1 9 1 8 1 8 1 fi 1 5 14 12 `70 9 H 3 - i - 14- 14 T2 10 9 8 8 1 4 - 14 112 110 1 9 1 8 1 8 1 6 3.5 74 112 Ila I 9 I 8 1 b 1 6 1 6 14 12 ;Q e I fr 1 - - I - 14- 14 72 lO 9 8 5.5 3 1 - 14 112 1 FO 1 9 1 8 1 6 14.51 - 14 1 iZ Ila 1 9 1 8 1 8 1 6, 1 6 l4 12 95 7.5 4 - - (- 14 12 9S 175 6.5 35 - - 14 12 10 (9 6'-On 8 55 - I - 14 12 110 1 9 18 1 8 4$ 1 - ii 111 10 1 9 1 8 1 8 1 6 1 6 14 t2 10 9 6 S - - td 12 1D 1 9 8 8 4 14 112 10 9 8 3 - 1 - 14 112110 1 9 18 8 - - 14 12 10 1 4 1 8 1 8 15.513,5 i4 i2 10 9 4.5 - I - 14 t2 i0 9 75 ; 14 12 1D 9 8 5 - - ib 172 1 1C 1 9 1 8 8 4 - 11 1 12 110 1 9 1 8 1 8 1 6 15.5- fi - 14 112 110 1 9 1 b 6.51 - 14 12 10 9 8 8 , 6 - 74 12 8 i5 - - 14 t2 8 6.5 55 - I a 12 7 -Oe 10 9 8 + - - 14 12 10 1 9 E 6.5 3 - 14 112 170 1 9 1 8 1 8 1 6 1 - ld 12 70 9 6 - 1 - - 74 I4 12 SO 9 15 - - I - 14 112 110 1 9 1 8 4 1 - f - 14 112 110 1 9 1 8 1 7 1 4 1 - fi 72 1 i0 SS - - 14 12 110 1 9 75 .75 -1 - ti 112 1 10 1 9 1 E 1 6 i - I - 14 112 110 1 9 1 8 1 6 1 b f - 14 i2 110 6 - - - { - 14 12 10 8-5- 14 72 :0 1 9 5$ 3 -1 - 14 1 12 110 1 8 1 8 4.51 - I - 14 112 110 1 9 8 1 H 1 - I - 14 11 1 7- $.-O. it 12 lO 9 55 - I -I - 14 112 110 1 9 1 8 1 4,5- - 14 112 Ila 1 9 1 H I8 - -- 14 72 t0 9 B - 1 - 14 12 , t0 SS 3 - I - I - 14 12 10 1 9 8 - - 74 12 10 9 B 5.5 - - 14 i2 85 3 - t _ I _ 14 F2 SS 7 4 14 72 10 1 9 1 5 - -I - 14 1 12 110 1 9 1 8 1 { 1 - I - 14 112 1 SC 1 9 1 6 1 8 1 - - 14 12 9S - - - I - .- 14 12 14 -' - 1 9 7.5 - I - I - I4 112 170 1 9 1 8 1 - I - - 13 9.5 4 -1 - - - 13 19,5 6.5 5 - 1 - - I 14 172 10 1 9 75 - I - 11- 14 112 1 iQ 1 9 1 fr I - i - - 14 12 t6 5 - - I - 14 t 11 ID 9 5.5 - - 1 IS 112 1 TC 1 9 14.51 - I - I - 14 112 110 1 9 17.51 - I - 1 - T4 115 45 - f - 14 111.5 7S 6 t 14 112 IID 1 9 1 7 1 - I - I - 14 112 110 1 9 1 8 1 - I - I - 1 14 11 14 I2 1D 9 5.5 - - - 14 12 i0 9 8 - 1 _ - 1.5 8.5 - - - 1 - 1518.5 14 12 0 -D 4S 5 3.5 - - - 11, 12 10 9 5.5 - - - l4 12 TO 5 8 - - - 14 iZ 7 - - - - j - 11 12 10 7S 5 14 112 110 1 E 1 3 1 - I - - 14 1 12 1 iO 1 9 6 - I - - 14 105 3 - - - - ! - 11 ITO. 14 112 110 1 9 1 5 1 - I - I - 14 172 1 10 1 9 8 - - - /4 14 1f 75 - - 1 - 8 M 172 7 ' - I - - 1 - 1 _ 14 72 10 _ _ _ _ _ 14 12 f0 1 0.5 8 5 - - - - - 14 1 12 7 1 - - - - - 14 12 110 1 - - - - - 14 12 SO - - - - j - 14 12 5 _ _ _- - - I 9 74 12 4 1 - - - - F - 14 1Z fa - I - - - 14 12 iC - - - - - 2.5 9.5 - - - I - - B 14 12 tO - (- - I - - 14 112 110 1 - I - I -- 14 1 12 5.5 t - % - - - - 14 12 SC I - - 1 - ! - (- 14 12 l0 I - 14 2 -O' 72 SS i _ - - - - 74 12 I IC - I - i - 1 - - ti 12 110 - - - - 14 12 3 1 - - - - - 14 12 1 8 - - - 14 12 1 10 1 - 14. 12 5 1 - - - - - 14 /2 W j - - - - - 14 12 1G - - I H 14 12 _1_ _ f _ _ _ /4 12 12 - 1 - 14 }0 - 1 - 1! 12 - i - I - - - - 14 1 72 - I _ _ I _ - I _ 14 12 _ _ _ - I - _ iS 6 _ - I - - I - I - 1S PS 14 12 _(- -(- 14 iZ -1- - - - f4 12 - - - -j -(- B 3I- - -j-1� 8 6 - - -I- B 1i 12 _ _ _ _ _ _ 14 12 _ 1 _ I _ _ _ _ 14 12 - - - - j - - 14 9 - - - - _ I _ FL 12 - - 1 - : - - 1 - 8 14 J _ _ _ _ _ _ 74 112 1 _ I _ I _ 1_ _ _ 14 112 1 _ _ I _ _ _ _ 10 4 - _ _ _ _ _ 10 7S 1 g 14f1.5�-1- - - - - 1412 - - - - - - l412 - - -!-(- - 05d - - -_ i _ _ 0,5 H - - 1 1 - 1 - I - H 14 14 _ _ _ _ _ I _ 1 _ Sy _ _ _ - i - I - - 7.5 - _ _ _ - I - I - 7.5 - _ 75 i,_0s 74 - - - 1 ' - - - 74 - - - - - I - - 14 - _ _ _ 1 _ 1 _ _ 1y _ _ _ _ _ I _ _ }y 14 _ _ - - I - e 74 _ _ _ _ _ I _ _ i{ _ _ _ _ _ 7 1 14 14 _ _ _ _ _ _ I_ I4 - I- - I- .nf R131FH 5 _ _ _ I_ _ I- - 95I- l:1'•t�.%''......... 02017 111-T'cc0. INC. tv J IL ECO INC. I Y 1 TtLLIT TESTING k ENGINEERING COMPANY \1 6355 Mw- '_SVv at, St:. 305, 11RCM CAFZMS FIORIVA 33 .. � `- �41 Phcre : (505)871-1530 . Fax : (3O5)87f-t531 �7� •..• -_ l�,6 11 a-mm7: bRem000Lcom �u/0�ip�/�t `` 1 EB-0006719 lillL V IfFA 1 WALTA. TILIIT Jr. P.E 1 F11 P-E. SDTf3fI;WTURE/DATE FLOWOA Lie.j 44167 7.5 6 iS 5 4 3 8 8 6.5 fi 3 - 6S 5,5 4 4 - 4S 3.5 - B 8 7.5 4.5 - SS- 6 5 - 4- 8 8 7 35 - 3.5 3- 8 - 5 4- 35 3 H 8 451 - 4- 4.5- 3 - 4 - 3.5- 4 7.5 8 3 - - s,5 ANCHORS PAC'N F END M OROvANCEDFINOLOGYLID-SET * SEE ANCHOR SPEC1Fict5IONS ON SHEE' 13 ♦SEE U`ArT'ATfONS OF USE FOR GLADE (IA.) ON SHEEP 19 3) HV BLADE OR kj) HV BLADE W/ (1A- HV WINDOW BLADE WORKING iN UNISON BUILDING A.S.S.A. American Shutter Systems Assoctafion, inc. 4268 Westraads Drive West Palm Beach, FL 33407 CODE ;Han High Velocity Hurricane Zon Ci 2017 EASTERIH STETXL SUPPLY, INC. BERTHA HVT, Accordion Shutter System H.V, RADE #1 W/ OR W/O FILV. 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' 7Ait:Ai��FH'vi�r7Ct ' 64if,f(7'..140FrJa^F_i+TE,GEIPl01.,C.�' ALL POINTS SOLID -SET BLUE TAP W/ CAT' 7APPE?+ • SEE uU.'Ai:0i6 CF USE FOB SEE U APN SHEET 79 i. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (ml,. f'c = 3 k1l) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED '7HREAOFORAI TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. Fc = 3 ksi) - 1/4"0 x 3/4" ALL POINTS SCUD -SET ANCHORS, AS DEM18UTED BY ALL POINTS SCREE), BOLT & SPECIALTY COMPANY. (Maim ('a = 3 IsO - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED B7' FLORIDA FASTENERS DIRECT NO, (Min. 'f'r = 2 lai) - 1/400 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Vc = 3 ks,') NOTES: A1) 14 MUM EMBEDMENT INTO POURED CONCRETE OF-WCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TIPPER+ ANCHORS IS 1 3/4 AND FOR BLUE TAP W/ CAP ANCHORS LS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMO7ED. 1/4"0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 7' MNMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EMSTNG WALL OR FLOOR, ANCHORS SHALL BE. CONE ENOUGH 70 REACH THE MAW STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL 13E AS INDICATED ON NOTES A7) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR E1FS WITH OR WiTNOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO E1FS WITH METAL STUDS SEE SHEET 20. (8) 70 EXISTING CONCRETE BLOCK: (AS'DA C-90) - .1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX. - 1/4'0 x 3/4- ALL POINTS SOLLO-$ET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DRECT. INC. 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED VEDLICENSED FO POURS FASTENERS, INC., AND DISTRIBUTED 13Y ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER 'APPROVED UCENS[D Of: AUTHORIZED VENDOR REGISTERED WITH THE AIAERtCAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B-1) MNNUM OABEOMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP VI/ CAP ANCHORS AND TAPPER+ ANCHORS 1ST 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 % B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOL'0-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. AND 1- MINIMUM FOR WALLS WITH NO 'STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES BA) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR ETFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTAL.ATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLEU TOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. SEE SCHEDULE BELOW EDGE DISTANCE VERSI Li=MUM ANCHOR SPA.CIN� BY MULTI==LYING SPACING REDUCED SPACING OBTAIN ACTUAL EDGE TAPCON NCTANCE E.D. MIN. SPACING POURED CONCRT CONCRETE SL( 147. En. e3' S 1-0 2 1/2' - 2' - 1 3/4' - 1 1/2' 0 35 02017 TILTECO, INC. try T''••�1� cA�l�i ,i � o IL E C O Nc. o, 9 aT l� TILUT TESTING & ENGINEERING COMPANY FATE pc r 5555 N:1W, 35H1 SI" Ste. -0O , VRtl 0 fA ,EM. FLOQIM 33 /C�'-Sy 1 FFgne : (305)87171530 Fox : (365)H71 -1531 �ir., ,ARID �,: •' y}9 a-mea: G'RecoBcd.eom s V •• ` rct V 1E_Oa06719 ,1- V,tdTER A TILLR Jr. P.E �� F FLORIDA Uc. $ 44167 F:. 5rAL./ i,tJ t2F/nATF FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP e INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHCR SPACNG BY THE FOLLOYANG FACTORS. TAPCON WITH ADVANCED THRFA ALL P01NIT SOLID SET READF TECHNOLOGY BLUE TAP W CAP / TAPPER + MIN. SPACING 3 3/4- 4" = 3' IN. SP MIN. SPACING = 3" MIN. SPACING = 3 1/2' MN. SPACING = 3' "_EI(& POURED CONCRETE COWRETE ESOC POURED CONCRETE & POURED CONCRETE & .� Ct1vC1€'E ( MN ED. =3 qr LrN ED=2 1/2. CONCRETE BLOCK CONCRETE BLOCK E 1/TL Pn =3 1 /EN E0.=3" l01U ELL -a 1/2' 4J1L ED. =2 0.90 1.0 0.78 LO 0.84, 1.0 0.81 1.0 - - 0.67 1.0 0.7T -- 0.91 - - _ - - 0.+3 - - - 0.35 - A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West PDIm Beach, FL 33407 2017 EASTERN METAL SUPPLY, .INC. `7t w7■a"M "w TM Accordion Shutter System ITV. PJ" #1 W/ OR W/O H.V. WINDOW a,*E AWING No 17-107 j n [kYTALL UTHERN PiNE No. 2 W/ MIN. G=0.55 DOUGLAS FIR W/ MIN. G=0,50 vjlmtuln SCAN (H)MOUNTINGS CEILING MOUNT T , 0 & R FLOOR MOUNTINGS W & X S•2l urrz•.f FSEs4 FAJAS ( [°z,91<cS(CS B'S4F f fc' (S:E 6OUNHNGS 011 SHEETS16 & 17). LJ B :S3TF�TE SPRUCE PINE FIR "NORTH SPRUCE PINE FIR SOUTH %V/ MIN_ G=0.43 W/ MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, O & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS W & X W & X ,uvr nnc rve. SPRUCE PINE 1/2" MIN. COX 2 W/ S f�0.55, FIR NORTH ���PLYYf000 tMIN..C6 0M w/ W/ MIN. 0=0.43 WALL MOUNIjNGS 9.0. WALL HOUNTINGSf B.O. WALL MOUNTINGS 6.0. WALL MOUA77NGS P& Q S.& V II S& V S& V 30 - 40 60 7$ 90 D5 30 40 6 60 75 6 6 5005 G 30 6 12 40 10 60 75 1D 9 90 8 _.v-, �0540 8 6 6' 60175 �90 6 6 6 -�,icuvurw:i.rkw 05 30 6 40 EO 7590 p:A1 rrcae+'G4AF: 05 30 �40 b0 75 KC � rCtS'iiF2,f:.iT 930 7�3 ell ff�i N8fif 1`�FAOc'+ � D�I3AlfPoS•u FA62 s9 675 x Pz k121(02 405'-0. OR LES 726 4'-O' 12 70 10 9 B S 6 6 6 6 6 6 72 10 70 9 8 6 6 6 8 6 6 42 72 tD 10 9 o 44 4 3 12 12 7Z i2 72 72 12 72 72 }2 12 12 72 12 6'-0' 6'-Cr 12 12 70 1C 10 9 8 10 9 8 10 9 6.5 10 7.5 4.5 70 5 3.5 i.5 4 - 4.5 - - - - - - - - 8 6.5 e 3 - - - - - 6 6 6 6 6 6 6 6 6 6 6 6 6 6 b 6 6 5.5 6 6 6 55 6 6 5.5 4-5 6 ,5 4.$ 4 6 5 4 3.5 5.5 .5 3S 3 5 4 3 - 4 - - - - - - - - - - - 12 12 t2 12 12 1 2 12 72 12 12 7D 10 10 70 10 70 10 10 10 1`•5 10 9 /0 9 t0 5 70 6 9 4 6 3 4.5 - 3S - - - 8 8 $ 3S - - -� - - 8 5 3 - { - - - - 'a 6 6 6 6 6 6 6 6 6 6 6 6 5.5 6 6 4.5 1, b 6 6 -.5 6 5 5 5 4.5 4 4 .5 3.5 - - - - - 6 5 •} .5 3 3 �- - - .6 10 5 12 10 4.5 72 +10 3.5 12 70 3 12 iD 3 72 }D - 12 10 - 12 10 12 7 - 5 - 12 10 70 ip t0 10 4 3 - - 9 9 7 4 3 - - - b 6 6 3.5 - - - - - B 7 3.5 - - - _ - 6 6 6 E 6 6 6 6 6 6 6 6 6 6 6 5.5 6 4.5 6 6 0 6 6 6 6 5 j .5 4.5 4 4 .5 4 - - 6 6 5 4 .5 3 3 fi 5 4.$ 3.5 3 3 - 6 6 b 6 6 6 6 6 6 5 5 $ 5 5 j 5 5 4.5 4 j4 < < 4 4 4 4 a _ 3.5 - -i- - 4 ¢ 3.5 - 3 72 72 3 72 12 - 72 12 - 12 12 12 12 - 12 12 - 72 12 f2 12 12 12 12 12 12 12 72 12 72 12 12 10. 7Z f2 12 12 12 12 12 12 72 12 12 12 i� 12 12 10 12 10 8.512 8.5 7.5 12 i2 12 12 12 12 12 12 12 1272 12 12 ly 12 52 12 12 12 12 ' i • 12 9.5 10 8 12 t2 12 12 12 12 12 l2 }y 12 i0. IZ li 19S 12 9.5 8.5 12 8 7 12 6.5 5.5 i2 12 12 T2 12 12 72 12 73 12 0. 72 7y 7y 10 BS 32 12 .OS 8S 7,$ 12 1.5 5 7S o"a 12 10 8 6.5 55 72 8 +. 0.5 7 5.5 4,5 4 Y-0' 72 10 -0' 1 W 2 10 9'-12 10 12 10 -O' 12 79'r-a' 12'-O" 12 10 13'-O• 72 70 14'-0" t2 10 12 C ♦ SEE UWATIVX CF USE FM 0tA0'c 7A CA s IEET 19 + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES- I- ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 1/4 c TAPCON ANCHORS, AS MANUFACTURED BY I.T_W. BUILM W/ ARINLUUM nISEOMENT AS 1NOiCATm AT -000GUS-SOUTHERNFlPINS % No. 2 W/QJAS5 (N.DS) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W FXC(PRON: SEE NOTE 2 BELOW. -SPRUCE PINE FIR .SOUTH W/ G-0.36 (ND.S.) 2. ANCHORS 10 HOLUD'Ar CELING SHALL BE AS PER h10UNTING TYPE U. SHEEF 17 AND SHALL CONSIST OF -MIN. 1/2• COX PLYWOOD (1986 ARA) LAC SCREWS AS PER NOS 2015 SPECIFICATIONS. 4. ANCHORS SHALL BE visfALLED FOLLffWTNG ALL 'OF THE RECOSLLEttOAT:JNS AND SPEOFICATICNS THE AVNUFACTURER. °71'�'1"' ,.•' ••..,,�� . m 02017 TILTECO. INC. TILLTT TESTING k .0'• � � � � �` i, ENGINEERING COMPANY 0 •. F 4! 5355 7LN. 35N. s6, Ste- 105. VIR+4ti+A CARDDS. fl_ PM 33 Phone : (305)871-1530 . F" : (305)871-1531 (� •• '•........• '� °' a- 3: L21coftaLc �y ES-0006719 Slo p �` 114 /7� 1•���t,+11 WA RO SAL ILLFr 14 µ1- F. Fit AT P.E. SENAVJRF/DATE A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. 7�nxxnvi wswTH. Accordion Shutter System H.V_ BLADE #1 W/ OR W/0 RV. NIMM &A M 2 HAWING No 17-107 I 111.r t,-.]I_Lmrlf swell LL4FL-. I/-%# L—vi %JI'4 ILUINUZi t U` —96) LA ES . (AS APPLICARL L1_YY %JwU 0 L) b _JjLd V & HV* 8 MAX, SHUTTER SPAN L+ OR L- FOR INSTALLLTI INTO Woo - I-WAM FINISH BE LIMITEDWITH HV BLADE (1) ONLY SHALL 10- 105.0 Rsf. A.S.A.512, QES E.SPAN & 114'o TPFCON OR DESIG IhLSTALLATION WIT14 BLADE TAPCON WITH ADVANCED (1) A AA KING IN UNISON THREADFORM TECHNOLOGY W/ I 1/2-'Wm PENEMAMN �411TAKOR !/A CONWnC1141 ADVANCED THRFADFOW TECHNOLOGY' OF THREADED ARE A To EXISTING WOOD HEADERVI/ 1 1/1" On- PEAIETIRAITD�( OF THREMED AREA TO EXISTING WOW HEADER. .(SEE SCHEDULE 00 SHEET 7* I,. SMARCION (SEE SCHEDULE DPI SHEET TS) TO GLASS M 1/4020x3/4' S S. MACHENF R DNS T 1 OR 'IS --20 NUTS OR Scf�� W/ 11 FOR SLAVE w r 2 D., ON %M 19 FOR r DaSlING B MADES (D & (9 GLASS---{ 7 On =H7 f EXISTING MIN, FINISH 27W WOOD HEADER REQUIRED I OR (R* EXISTING Mim t­24X4 ' WOM EXISTING I HEADER REQUIRED 1/4-0 TAPCON 08 TAPCON WITH ADVANCED )IDL sEapIfiRFMqION TO GLASS R THREADFOFMTECHNOLOOY W� 1 1/2' GLASS---f WM PENETRATION OF THREADED AREA To L S�E ON SEPARATION TO GLASS EXISTING WOOD WADER. CN 71 FOR SHEET 19 6> EXISTING __(SM SCHEDULE ON SI HEEI: 11) SLADE Ff (SEE SCHEDULE ON SHEET 15) D'ADES (D W CONT 2A. SILL PLATE REWD. HY WALL HEAD E R O.N HY WALL HEADER INSTALLATION 00 14V WALL SILL INSTALLATIONN -INSTALLATION MIN. SEPARATION TO GLASS t I MIN. ION TO GLASS MIN. SEPARATION TO GLASS I POSTING (SEE SCHEDULE ON SHEET 11) Sw­IEDULE ON SH--FT 11'. 2'xe GLASS--" EXISTING WOOD (SEE SCHEDULE ON SHEET 11) Col"il GLASS --a PLAT RE4)' 1/4"O-20x3/4' S.S. 5 .9 S-S MACHINE WS N MACHINE SCRE',?wS US J/!�I% USING H WAILL O.C. LIS 2;iaf;1/4'-20 NITS @ I ref FINISH O'C_ OR 0 @ OR OR T_—Mn — 1 2-x4' CONT.: WOOD PLATEE E OR 6, 1/4-0 TAPCON OR TAPCON WITH ADVANCED /4 At, 0 THIREADFORM TECKNOLOGf VY/ 1 1/2" -1/4-0 TAPCON 43R TAPCON ;trFH ADVANCED 2 W"t PENETRATION OF THREADED AREA TO -LATE THREADFORM TECHNOLOGY W/ 112- 1/4-0 TAPCON OR SILL r E I '.. .1 EXISTING WOOD HisaiDER, R OD Min.PENETRATION OF THREADED AREA INTO PLItWOOD TAPCON WFrd ADVANCED (SEE SCHEDULE ON SyEET 15) (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2".4" IN. Crj�, THREADFORM TECHNOLOGY VIALL FINISH, STUDS 0 16, O.C. Mm REQ70. Y// 1/2' Wi;u PENETRATION OF •�-I/2_ MIN. COX PLYV-100D REO-0. REQ'O. PLWfOOD To SE� WALL THREADED AREA INTO PLYWOOD CO!d61NED IN ANY Vl4Y TO L-EXtSIING MIN. 2*x4* STUDS @ 1�3' o.c. Y.5X. REVO. ATTACHED 70 STUDS IN (SEE SCHEDULE ON SHEET 15) rf _3" HY WALL SILL INSTALLATION PLYWOOD TO eE ATrACKED To STUDS IN ACCORDANCE ACCORDANCE WTH kn/ WITH SECTION 23'aS OF THE 17,9.c. SECTION 2308 OF THE @) HY WALL SILL INSTALLATION ATTONS OF U! 41.SEE.Ut OONW VIE (�)Hi WALL S11_1_ iNSTAUATION EnS:LADE =WONSHM( OF 4.h®r FLORDA WILD1 CODE (Ron High Velocity Hurricane Zone @2017 EASTERKI METAL SUMLY, INC, .IS 1k 02017 TILTECO. INC.. . .......... ON A BEl3THA HVfm .. Accordion Shutter System A.SS KY. RME #1 W/ OR W10 H.V. WNDON RXE TILUT TESTING do ENGINEERING COMPANY American Shu.ffer Sysfems DATE OWN M- 1EV_ N, _69aw— L.C. 30. Sf� Ste. M, VIRGIRA GkROEIM. FLOROA 331K Assoclaffon, Inc. 07/27/1' DATE 07/27 'IS 17 (205)87.1-15.�o . Fox : WS)871_1537 4-268 Westroads Drive Phone 'IMIA rnm N E8-OOW19 West Polm Beach, FL*33407 31 —DRAWING No WALTER A. TILUr jr. P.E. 4. 17-107 i P InA= j AIIAWMU"' FLORIDA Uq III 44t611 NSTALLAT#ON DETAILS ON EXISTING WOOD 'BI MAX. SHUTTER SPAN L+ OR L— Fi SHALL .BE LIMITED TO 105 o usf A f- vrAll FINISH SPAN & DESIGN LOAD FOR INSI F1/1;13 TAPCON OR APCON WITH ADVANCED 4'xe' (Min.) ExIS71NG t THREADFORE/,. TECHNOLOGY WOOD 73EAfd REQU7ITED. ! W/ t t/2'f'ENERiA'10 ( OF THREADED AREA III 1/4'0=200/S•' S.S. pF WDEQUTAFJIFA (( �z EXISTING WOOD HEADER. iv \ (SEE SCHEDULE ON SHEET 15) 1^ Min. PHLLLIPS TR1155 BEAD MACHINE SCREW$ - TO'DE CERTIFIED BY REGISTERED- ENGINEER Of W/ 1/4%-20 NUTS ARCHITECT PRIOR TO 1--EQ 0- ® 12' O.C. SHUTTER INSTALLATION. M 1 UR 15 1 /4"0 TAPCON OR TAPCON WITH ADVANCED N .257' DiREADFQRM -TECHNOLOGY z, Max. W/ 3 1/2" K!in., PENETRATION OF �-OPTIONAL TING WOO AREA TO ISTNNO 910 IX0E 1 HEADER (Sit SCHEDULE ON SHED 75) • "17(ISDNG MIN 2"x4" EXISTING HEADER REO•D GLASS MTN. SEPARATION TO GLASS ( (SEE SCHEDULE ON -SHEEP 1 5O HV WALL HEADER INSTALLATION 1 SEA. SHEEP 4 FGR MI(J:L SHUTTER A;EEMSLY 2—fitOUNiI\G SECTKJNS'CtN BE COMBINED M ANY WAY TG SUTi ANY INSTALLATU' N, EXISTING GLASS--, Il t TO 1m it FO Uc 5 114-3/4' s.Ms. Ot 6' O,G I or0or 15 ; OPEN -HOLE AT EACH,_/ } STUD TO ACCEPT z 4� 5/1670 NAG SCREW AT CENTER OF TUBE. n EXISTING LAN ."rPA21 N I GLASS; OR & — I7�Faa rraa - CH s>1i:N' is I wuxcis.a -EDGE (IF APPLICABLE) EXISTING :MOOD TRUSSES OR RAFTER C 24' O.C. REOUIREO EXISTING SOFFIT 3/4' Max. THK. -1'-vXV8' COAU: ALUM or Q or 7•$ EACH 1RAFTER ORRTTRUS4.ro LOCATE LAG SCREWS AT KIi0WOTH OF EXISTING WOOD MEMBER. (2" .1Tin. NwHAL WIDTH) V+2^ %'.. PQNETF A& OF. THREADED AREA VALID FOR I1NSiAL' ATIONS WITH 72ps7 MAX. A.S.D. DESIGN LOAD ANC 9'=O' MAX. SPAN. THIS 114STX-AYION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVTFY OF 0.50 AS DOUGLAS OR al* FIR OP. SOUTHERN PINE No. 2, OR EQUAL E r TKO �s(� i t T 1' _ 0 OR �; v MIN, l 1 MIN. SEPARATION TO GLASS -I sMWt>LE a1 S z 1 SEPARATION I 1 1—(SFr SCHEDULE ON SHEET Tt) 1, I IXGLASS",, I aq11 uas FO TD .GLASS 1 IXGLASS�'. t ¢� - (SEE SCHEDULE : ! 1 1 t 1 ( ON SHEET 77) 1 I i ( LTERNAT - F : ANCHOR WALL i t. ' LOCATION 1 EXISMIG p { ' • . FlhRSI I { 1 4^ � i 3/8 LLtt�L HEX GLASS-- Max- ti/ ' 7 - \ 3/8 MN. WASHER HEAD TEY. 1 (' 1 { 1 J DECK MIN. Y:000 I SCREWS ® 12" o.c 1 DECK REQUIP.ED 11:W3R DECK xREQMUIIRREll (NO - {NO FINISH FINISH ALLOWED) ALLOWED) 1/2" � EDGE EDGE OF DECK- ' OF 1'-- `EDGE OF DECK IF APPLICABLE — ;Q- _ DECK IF IF APPLICA9' 20x3/4' S.S. APPLICABLE -E 1 1/4"0 7APCON OR �YI11PS. TRUSS HEAD2•,.� ' I f 2 x4 CONT ` T APCON 'WITH ADVANCED Win. MACHINE SCREWS 1/4^o TAPCDY OR TAPCDhI YJITH ADVANCED ' SILL PLATE THREADFOP.M TECHNOLOGY W/ 1/4^-20 NUTS 1 .4 C T THPESDFORM TECHNOLOGY 1V/ 1 1/2' Min, CJ/ 1 1/2" Min. PENETRATION t9 12' O.C. / APCON OR TAPCON WITH ADVANCED THREADFORM-' I 2' ON. REQ'D. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. F£NETRAT('iN OF THREADED Pr7NET.RATION OF THREADED 1 .EXISTING WOOD HEADER. AREA TO EXISTING WOOD SNEADER (SEE SCREWLE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE (SEE SCHEDULE ON SHEET 15) SEE I OF USE FOR SCHEDULE ON SHEET 15) S. (1 FiV WALK —OVER INSTALLATION CVO HV WALL SILL INSTALLATION °t> s,;�yas `W; HV FLOOR INSTALLATION FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zane t �C •••r ��T•• N72D17 71L7EC0, tNC; ©2017 EASTERN. METAL .SUPPLY, INC. BERTHA HVTM i L E C O TM� � �" A. S. S u A� Accordion Shutter System MV. ®.ADE #1 W/ OR W/U RV WNOOIN RAM # ' TlLlJT iESi1NG & ENGINEERING COMPANY American Shutter Systems - _. . n DESCRIPTION pATf DRAWN BY: LC. •• X` '}A u355 N.V. 3s,n, SL, Me. 305• w.-A C GrNmaS. FL^run 331 Assoctattonx 'Inc. I OLD 15-0$5 7/27/tOATS 07/27/17 {' s:' 7 •' .Phone : (3Q�)t37t-1530 , Fox : (305)1371-153f 4268 Westroads Drive 2 DP,AWIN� No l''••-•••••" ,•� }, a-mml: 171eyomaa'.com West Pafm Beach, .EZ 33407 3 Ee-DDD1719. 17-1.07 'SAL tWALTER A LUT Jr, P.E < P.E. SEAL%SIGNATURE/DATE FLORIDA u4 44IB7 5 SUF�r 2W AM ( RA.L1 PSfl91 Dist= auss— tj4e rAxav rAROiDR O 6- O.0 M/'7 TlT'11cF. Stuns rqW/un TO AI1aN m 1 /2' z- CD Dax i � '"10 DiF NO SIM E]aST. 1LN. COR Z:FDDD, ]JI6'F3' nau. (EC67rT6) CC:R. IlD4i CL05ER 1/2' W_1L AT tMiER D pmxij< SSLs. Ci6 O.C. 016 ]ax!m S,ee JDR �s •.�§'.ve1�w. �ivV • �la C»@-fS. @-a.(SS`:. END CONNECTION DETAIL t j END CONNECTION DETAIL Q' 2-w NDl, vM06 STUDS RED'a f/I �' 1j{ / 1 . ! t E) STM CAMS TO RA4 {$ 1t. FOR SAE®AND �1/2-M. CD% Q: '1�.ci' IS KR ".J' lgol'9" Z4'nJ.'L a END CONNECTION DETAIL 4Ki M1511w ' 114.0 TAFrnY A^C, 'j10>.]Jz'' S.1L5. -- —� 'N/ 1 1/2- M. Q O.a PEN'-"'�R4q o ,2• D.C. •, wt saF AMN Sntu1E tx s1+-a . 11 T4+ 9ftEVutO yl ryiS`N is ,� C:aR 1IN'Mg' 2-Fs• wN. vom SRas RED'D. - END CONNECTION DETAIL tit; 2- , k .1 END CONNECTION DETAIL 9 PLAN DE_ TAIL X $1 H.YFDDD. -n - 11 Ci! 2• Y.N. 03 ®Di1J2' S.tlS. fle 12)1/4•/ =r S XNL.R ]D M A DI6Rlt STc G 1' 0.G�tGc[[E FT 04 :r.r UU mom Sit= us APF( ) ENO CONNECTION DETAI • REAWRED ONLY Eoi SPANS 1, MA ]HAY 1Y-c' ♦ SEE LIMITAMONS OF (3 FOR BLADE }A ON SHEET 19 -'^ hLUKHJA [JUILUIN6 (ML (Non High Velocity Hurricane Zone o1E{..t� ..... , !/ ez017 7)LTECC, INC. ©2017 %• EASTERN META,_ SUPPLY, [NC. �A BERTHA MVTM IL -,W�. Accordion Shutter System a % EqoA.S.S.AKV. RILE it iN/.OR V4/0 KV V W O.ADE American Shutter S ms oEscReT,oN m �3F TILLIt TESTING do ENGINEiRING COMP .Duc uRAwrr gr: Lc p 6355 IM 3Eth, SL, Ste. 305, ygGM GAFM-NS, FLa" 331 Association, Inc. I OLD 15-085 7/27/1DATED 07/Y7/)7 Phone - (305)871-153a ..FOY : (30571-t$31 4268 Wesiroaclsrsve s DRAWING No • • i� `e-moa WDeco®od Dom S;'•••..•...-�'•.\�.' Ea-Gaos�ls. West Palm BeacR, FL 33T07 a (OVAL WALT�R x IILUT Jr. P.p 17-107 P.E. SEAL/SIGNATURE/DATE FLORDR ua 1 44167 5 curer 0 mC 016' +(`( 'RP. ''EA E MAX $ WUSDD .ALLOWED AT E WINDOW BLADE SEE END CONNECTION DETARS. ON SF 10 6& 18 TYP. FULL HEIGHT --7 M O F 1U r-. M TYP TOP & BOTTOM � NLIE9TED WIOTE4 - ------ EISDNG GLASS ------------ l------- Uri 51 J to (U� I 1 J-----= Ci TyP. SYMIdETRICAL C'cNTERMATE= . .3+ 'Al (`24� OR @V AND W/O%5i(SEE NOTE 4 ABOVE) .E. ELEVATION MR '� ARQION To aAss (�, .� SCHEDULE ON SFE'ET 71 FOR M&rk V A^D ON 7H5 --M FOR BIAM 0 & rn c,�� 1 \ PLAN : Y 1�•". L%tj v2D777 TILTTEECO, INC. ZT:l l"E ++T- .'JAZ TILLIT TESTING do ENGINEERING COMPANY i, 'fti 9755 iLW. _£th. 5L. St& 305. WRMNK GVG'EFIs. amnA 33 Phoi}e : 003)EI71-3530 . Fa : M5)871-1537 ?tyRF L11 rma:T. i]IecoSad.eam / kL O EB-00p6719 �.�� WLIL7ER A TRLIT Jr- P.E. .ere:•' AIATI IOC In A= FLORETS LTC• n 44767 1- MAX, AS.D. DESIGN PRESSURE RARNG- +110, - 110 psf. 7- WX SHUTTER SPAN: Be 3. ALLOWED MOLINRNGS: A. _ D. G & H ON SHETS 6. 7. AS WELL AS. MOUNTINGS M, O, L U & W ON SHEETS 16 & 17. 4- ONLY CENTERMATES 1 (BOOT W/ 4 OR ARE ALLOWED WTfH@(2� ® 1N A OR OPP G LA OUT IR CASE OF OPP035No LAYOUT,�1..IUgf BE 1NCLUDIED ONLY AT EXTERIOR ACCESS SIDE OF CENFER 1A 5- (A) HV W'NOOW BLADE 9 SHALL ONLY ALLOW A MADOMUM OF 5 CPMNGS 0-0 HOLES) FOR. ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (8) MIN- CLEAWWCE TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 310 HOLE FORS,V SHALL BE I:r. (C) FIRSf OR LET BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (0) HV WINDOW BLADE'S MUST BE USED ALTERNATE TO A SOLID HV BLAOEO THROUGHOUT SHUTTER S MDTFL OE) CRMATES SHALL ALWAYS LIE INSTALLED ADJACENT TO A SOLID HV SLAcf(7JAr.ETHER SIDE OF TH9,L (F) POLYCARBONATE EAI WINDOW ® SHILL BE INSTALLED SO THE INTERIOR,OF THE OPENING BEING PROTECTED. HV WINDOWV FACE MTABS UST FAFA ONLY INSrALLED AND'LOCK:D USING A HV SETTING TOOL PROVIDED BY ASSA, INC 6- SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONSWTO WOOD FRAME BUILDWGS ON SHEET 15. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES t &'2 ABOVE). 7. S'-..E.ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN70 POURED CONCRM OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LWI BY SPAN A DD SIGN LOAD (SEE NOTES I & 2 ABOVE). - 8. MINIMUM SEPARA¶ON TO GLASS SCHEDULE PER ASTM E-1996: VINO ZONE MINIMUM SIFARA730N 7O GfA55 - i 4 635' A.S.S.A. Amarican Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 M High Velacity Hurricane 2017 E45T9ZN METAL SUPPLY, INC. Accordion Shutter System RV. BLADE #1 W/ OR W/O FLV W$IWN BLADE AWING No 17-107 6'x 1 1/2 x 0.035' THICK I VARIES WA. ASTM A-653 GRADE 40 Win• Min. C-60 GAL. STEEL 2" max. METAL STUDS AT W D.C. R t_ 43a 1 43e i .3/4'x 6 I/4 i 0.035' 7t8CK COM, CAIV. STEEL TRACK-CHAMPAfwi a 61 O.G� ®6' Q.C. ASTM.A-653 GRADE 40 M0. G-60 T GALAMEQ FASTENED TO STUDS 'W/ (2) Jdxi/2' TEN SCRc'-WS a.m. N r'p(tSTTNG FIMSH INiFAOR & r.OA ,.FACE �AS A fCA6LE EXTSTPriG ''. 6 1/4'x 0.035" THICK GaLV. STEEL 1R_'K cHm �-653 GRADE 40 W.. G- 1Zm FASTENED TO MOE 06x1/2` TEK SCREWS t R & DUFMOR FACE W MIN. SEPARAnONTO CLASS r. w (SEE SCHEDULE) +f x V N r. O.C, i �_ 0 6- O.C. GENEW A_ _ � Lr_MifAT10NS AND CONDITIONS OF USE M R_I3E INS HV DLADE ACCORDION SHUTTER tut INSTAL 1ATION TO METAL STUD WALLS- I. MAX. A.S.0. DESIGN PRESSURE RATING 4-75, - 75 (psf) 2- MAX. SHUTTER SPAN: 84- 3- ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY. ENTERMAEE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A SY METRICAL LAYOUT_ USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED Xt YTERIOR'OR INTERIOR ACCESS SIDE OF CENTERMATE. :tg 13LADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE tO -12.000' fdgz. f- L ./4A0 NOMIN ,1 ALUMINUM .SLEEVE 6063-T5 AUOY SEPARATION To GLASS SCHEDULE E ti ,_ 3.OG0' .6 x I 1/2'x 0.035' THICK "' •Min- ASTM A-653 GRASIE W 1 - �'=`.'2v - 4'g4fE5 �� . !t '.-=..•"y. B 6" O.G. G-60 OALV. STEEL 1" METAL STUDS ATti6 a.c- 'tta;:.�` WALL HEADERISILL INSTALLATION _ExLsnNc FINISH AS APPLICAFLF - i (TYP. TOP & 20TTOIA) : - - - - ! EXISTING GLASS i .�..::r..'C:-_.'.i �: ;•:.. :.:. •.: :_]. �, 1. :�:`.: _:. :.,..:-:....;., .._,.:.:-..-, ..=.:.. .., 1 ; 43a 43b 43c I 1 �....�..._�-.. ..., :-. :., „_ ::i'.: :. s. :...-_.... .. . SYMMETRYCAL....`. , _.__._- ;. ,.:.S - SYMMETRYCAL j '. i ; , 3 `. E CENTERMATES W/. , , ::' _. , `..c CENT6RMATES W/., fi . , ._ MIN.:SERA TION VARIE c : ... i::EXTERIOR ACCESS SfDE: I I ':<...i ;" ; ' " .; g ACCESS SIDE GLASS 2' 1:: _ ' : SEE SCHEDULE) Max _ _.. :.INTERIOR • N€::.........: Min-) I IN 3 (6"Min.) 24 3 114' (TSP-) 6 1j2" (Tm.) 7 7 — .t - (Cant) HVA .HVB BLADE SLACK DETAIL HVF HVC 4t s 02017 1KTECO. MC_ iL TILUT TESTING & ENGINEERING COMPANY {f. 5355 KW. 36Tb.- St, Sh 30% VRGJid GARDENS FLORElA 33 Phrn : (3D5)871-153D . Fax : (3o5)671-i53T +l'�thee• e-m EIBOOp6a7/9 CAm { Jry,g' "•••....• �'•\ ,e ➢/'ALTER A T;LUT Jr. P.E P.E. SEAL�iA2E%DATEFLORDA Y "44763 1/2- WX. SLACK A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1/4"0-20X3w BOLT MUST PENETRATE @� I- I.373' i a I .250' � s • m `1/4"0-20 TH;iEADS c 1 /4"0 ELCO CONSTRUCTIO PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8-- 1' T 3/4Z 6 T/4'x 0.033' THICK Min. 'OM_ C-ALV. STEEL TRACK CHAIINEL, ASIM A6,653 GRADE SO ift. G-60 GALvANQED FASTENED To STUDS ei/ (2) gsxt/2" TEIC $CREVIS ON INTERIOR & EXI RIOR FACE HV HEAf1ER/SiI.L ENQS VIEW Y SIDE CONNECTION TO TRACK Gn'2017 EASTERN METAL SUPPLY, 3 ..mmr* ■ UPI n v T1.f Accordion Shutter System H.V. 'BLADE #1 =W/ OR W/O KV. WNDOW BLADE OLD 15-OW 7/27/2DAME 07/2i/n __j s JDRAttnNG Plo 17-107