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HomeMy WebLinkAboutPRODUCT APPROVAL'londa tiundmg Lode Unlme littps://wwwtloridabutiding.org/pr/pr app !ZLaspx:.Iparam=Wt bVA .. t S 3 Lei„ aQ�1 i . �'".� �"�' � i� t^'4 -ras y���*c �t`�•' a� F 1�4. - � n ia. y _ y' a'r" �,a?�fi:. �a r,,; Sz:''y, d �� �l�l ��� 1 SM Home Log In User RegisMODn Hot Topics Submit Swdwiga gals & Fads Pub5caeons FECStaA � e •� � Product Approval 160 awsitepup uift Seam" �. -... i ,• � I0.SER: Pdik User RECEIVED Eldyn Aoaoval Menu>Product orAou7catbr�,,SVed�4a ApQ,9r tMn Lk>Ap npe,lg F,�, A P R 1 2018 " FL �r F! 389-R9 applirdtionType Revision Code Version 2017 Lucie Count Permitting County, Application Status Approved Comments Ardilved Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209.8263 bfeeley@eastern metal.com Authorized Signature Bill Feeley Irodrlguez@eastommetal.com Technical Representative 1v Address/Phone/Emall FILE C01, Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evacuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Evaluation Walter A.. Tapt, Jr. P.E. Report Florida License PE-44167 Quality Assurance Entity tdational Acau:df lilon and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checidist- Hardcopy Received Certificate of Independence Fa.1W, lt.) IrIPL.AMERKf K GiiUl?iFR y-4T W: op:k" ji1 7,1.7 1.>Z?.. f_ERrRZATE Q 31iDE?E MN FL389 R9 C. J_AMER SEER Sy MS AASS0 1C. DRAW Iw G 17-106 .CjRrt1=LCAA 7QSy,,QF_WP PE D �ICF_ 3.?DF 11�k3EU fci�tE.Pi7f 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 Seetlons from the Code Product Approval Method Method 1 Option D A 1J4IMS. 5:19 PM Florida Building Code Onlinelittps://www.tloridabuilding.org/pr/pi app_dtl.aspx'lparam=w(iEVX... ! -� I Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary_of Products FL* Kodel, Rfumber or Naerte - - Desvdpttion i 389.1 Bertha HV Acordion Shutter - Blade 3 - (icon- Extruded aluminum intro ioci tg blades matted by tracks (top and bottom) for 1 HVHZ) - Drwg 17-108 storm protection 1 Limits of Use Installation Instrrtstlans Approved for use In HVHZ: No F!$x�?I_!3Mkl?1.G!M SH�;ii �%Y7ra_.11kAYJtlti ,1.�u,�j{j1iJ�j1_r( ! Approved for use outside HVHZ: Yes ACQQR N_ HkIM.5MTE±1.PDF Impact RwIstant: Yes Wined By., Aw atcan Ibst Lab of Smith Flores Ira; Design Pressure: N/A Cleated by IdependentThird Party: Yes Other, Large Missile Level °D".Max span is 12'-3' fbr 40 psf positive ASD load Evaluation Reports and ASD load the M fofor62 SHtmER 5)fSi �Q Q j�V1Ni3 17-209 PRODUCT AN for 1 0 psffASO load for HV3 blade w/o window blative ade and 8'-ii psf, VALUATIQ REPORT, Df 941" for 55 psf HV3 blade w/window blade working in unlsmn.Max.span for M Created by Independent Third Party: Yes blade w/o window blade for installations into Meal Stud walls Is 79" for max, ASD pressure rating of +72, 72 and 8V for +64,-64 psf. See sheet 5 for other ! -, spans and ASO pressures. 389.2 Bertha HV Accordion Shutter -Blade 1 Only- Extruded aluminum hitedoddng blades retained by tracks (top and bottom) for j (Non-HVHZ)- Dtwg 17-107 storm protection Limits of Use Installation Instruicuons Approved for use in HVIM No c3 ��fi�Sb Ar�Er�ICAN SH Sj3LEj�ttS Cs^� i;YC. UR 4F yC�fL1� Approved for use. outside HVHZ: Yes BERTHA HV ACCORN SHUTfED SYST;:-' I Impact Resistant: Yes Yedifled By: American Test Lab of South Florida Ina Design Pressure: N/A Created by Independent Tftird Party: Yes i Other. Large missile level "D: Max. Span is 16'-0" for 30 psf negative ASO Evaheatioa Reports i load depending on centermates and tacking rod configuration fortheHVS blade, FL3119,B_AE AM M_CAN S_HUTiER SYSTEM ASSOC -tlVC._pRa f& 17-i0 , 8'-0" for +64, -72 p.s.Y A.S.D. load for HV blade for Keystone mountings 7 0" pR9P31CT OF EVALU?LT1ON RE2DRT.PDf p.s.f. for metals stud mountings and B'-0" for 110 p.s.f. for HV1A working in Created by Independent Third Party: Yes unison. See sheets 7, it and 20 respectively of Installation dravAngs for other i spans and pressures. 389.3 Bertha HV Accordion Shutter -COMBO- (Non- EQruded aluminum interlocking blades reWlniad by trad s (top and bottom)) for HVHZ)- Drwg 17-106 storm protection Limits of Use i�taNationis�stryr-t3s Approved for use In HVHZ: No F1.3.4tL,R9 r Apt' }tH:Am'i"M 'f�k SY5ia p�5 A55i31=lA(::._ URA}Ni?ty, Il-�Qti _ 1 Approved for use outside HVHZ: Yes DkRTHA HVAC-QO$( tON SHUTTER 5YST PDF i Impact Resistant: Yes Verified By: American Test Lab of South Florida iris. Design Pressure; N/A Created by Independent Third Party: Yes Other: Large missile. Max. 16'-0" span at 30 p s f ASD load for Blade 1 and Evaluation Reports 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Fk3_V R9 AE AMERICAN SHER Sy C NIf DRAWING i .1.7--Iffi—MPiJ.UIEVALl19LION REFDU22F Created by Rndependent Third Patty: Yes ��� - n�.: . ..: .. .. :.. .._ �� ., [Lf.+Y ary. .. 4)__ :4.C. : ..+t�� 7�c ::•-..x Fnb. '_c,n�u.-i. ! .IciA:.rwr.+. 3W::+l V.dti ImderflDMa law,ema➢addreses are to a gutL-wom&. reqaesLda notesc m�tou enhlK Dc f, aortae tAa a0be by phone or by trdd;ionil mai. It You have any questions, pie aorrtst 1150s1W-MS.+PmtZMttD Sudbn45537RI), F TM Rzhitsis,effetum'Detobar 1, 2012, owisaas tatnsa tatd:r Cbayler45% P.S. must provide the Department with an ema8address ltthey laveacre.iheemafs Xtritf d may Camsse. HoLvenreniWa areprmt;M0110. FTau do rotwish to supplya personal address,p7m= provide the Department avNan emWaddress wifthcan be made ava%bh to tiepobvr To d3termis 0youare a toanme urder Qgd1!r45!4 M please dck 11M. ftoQ��r���u�.l�t;t—�r A�pprialAampts: ,2 of 2 1 /4/2018, 5:19 PM e NED GENERAL NOTES: tAlIIry BERTHA H.Y. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E,D,) HAS BEEN VERIFIED FQk COMPLIANCE IN ACCORDANCE WITH THE 2017 (6fh 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 1.620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALIT`! FACTOR Kd=0.85, USING ASC£ 7- i O AND SHALL NOT EXCEED THE hiAIOMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ,ULTIMATE DESIGN WIND LOADS DETERMINED PER .ASCE. 7-10. SHALL 8E FIRST REDUCED TO A.S,D. DESIGN WIND LOADS BY MULTIPLYING THEki BY 0.6' IN ORDER TO COMPARE THESE W/ MAX- (A-S-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 fM USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1:60 WAS USED FOR VERIFfCATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER 'SYSTEM'S .ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS B ATL REPORTS-EEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER —HV BLADED #0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, ,#0317,02-06, #0609.0:1-10 AND #0210.01-11 AS pER TA5-201, TAS-202 AND TAS-203 PROTOCOLS 41vD ASTId E -1886 AND' E-1996 STANDARDS (MISSILE LEVEL 0; ►YIND ZONES 1, 2 & 3) .& #122D.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE. —14V .WINDOW BLADE 0 #0505.01-08 As PER ASTM E-1886 AND E—.1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725,07-88 AS PER TAS 202 PROTOCOL 2, HV BLADE- .AND HV WINDOW. BLADE Q ARE ENGINEERED TO WOO. IN UNISON WITH. 'EACH TITHER UNDER T`HE GENERAL LIMITATIONS. AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA. FLV. ACCORDION PINS (HV SCREWS}, USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT .CONNECiioN T6 TRhrKc CSJhI F oc tt..h n yr^ A4,h x.._.. •.wjmr_v mt7t in KMA flV VACKOSHILW .COATING 'SYSTEM AS MANUFACTURED BY REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST . :BEAR THE 'HV MARKING ON THEIR HEAD.. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER. AS INDICATED ON. SHEETS' 2 AND 3. MINIMUM YIELD STRENGTH. FOR 6063—T6 ALLOY IS 30.0 ksi AND 35-7'ksi 'FOR 6bO5—T5.ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001$ WITH 50 ksi .fA1N. YIELD 5TRENGiT1 AND 90 ksi .fdRJ. TENSILE STRENGTH.AND SHALL COMPLY V// FLORIDA BUILDING CODE SECTION 2411.3.3,4, 6.. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A1SI 304 OR 316 SERIES STAINLESS .STEEL WITH 35 ksi MINIMUM 'GELD STRENGTH 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 0-. 12,13,14,15 AND 20 HV BLADE & WORKING IN UNISON: 12, 13 & 15 i 8. THIS BERTHA H.v ACCORDION SHUTTER SYSTEM BEARS A US. PATENT 16'779,582., COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 5'458 179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY .OF` THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER A^tCHORAGE CONTRACTOR TO SEAL/CAULK CAUE K ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THP.0 FASTENING IN CONTINUOUS .CONTACT WITH THE BUILDING TO. PREVENT WIND/RAIN INTRUSION_ 10- EACH UNIT MUST BEAR PERMANENT LABEL .1N A VISIBLE PLACE %WM WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENIkWi OR OTHERS, MUST PROPERLY CLOSE ALL HV' AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS_ 1 i. 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 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL SE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEh1'S INSTALLATION SHALL. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE RERM(f IS APPLIED TO. 13. (0) THIS P.E.D_ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE 17RCW1 THE P-E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE 'AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/$HE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUhIENt- CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S' RESPONSIBILITY (a) THIS P.E.Q. W U BE CONSIDERED INVALID IF ALTERED BY ANY DEANS, (d) SITE ,SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE' ENGINEER OF RECORD (E.O.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 ENGINEER TO THE P.E.D. ENGINEER SHALL -SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL. P.E.D. SHALL BEAR THE .DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. RECEIVED APR 13 2013 i a � dF3 C� a a r� ..ti . RE, 02017 TILTECO, INC. 11L1EC01-1M_C_. TINT TESTING & ENGINEERING COMPANY 5355 &W. 36tb. 'SL, Ste, 305. YIRGWA GARDENS. FLORIDA 33 Phone : (3tl5)871=1530 . Fax : (105)871-1531 e—moil; Lilteco0aal.com ES—G006719 WALTIN A. TILLR Jr- P.E_ FLORIDA laic. j 44157 TABLE OF CONTENTS _ _ t GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET SYSTEM.COMPONEWS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET' 4 TYPICAL IWNDO�V BLADE & WINDOW DETAIL AREA 2' ITV .B �[}. . � AKIn HV vothipOW BLA ?E .0 N>�HEAE APPLICQ.BLEI TYPICAL. 'SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INST•AIAATION DETAILS A--F, CONCRETE/BLOCK SHEET 6 .INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE ALTERNATING DETAILS HV 9 END. CONNECTION DETAILS 1-6; CONCRETE/BLOCK SHEET 10 WIMUM -SPAN TABLES SHEET 1 i ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHE 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 . -I HV WINDOW BLADE C1 10NLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW GLAD a) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAINING SHALL ONLY BE USED TO OBTAIN PERMITS .IN THE STATE OF FLORIDA ArxSwS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, R 33407 Ron H gh Velocity Hurricane © 2017 EASTERN METAL SUPPLY, INC. i/ BIZ 1 t p%. " r TM Accordion Shutter System H.V. #1 W/ OR w/0 'H.V(. 'W NDW BI.AM EV N DESCRIPTION —T-34-T-c-1 DRZYN Eh': L, OLD 18-085 7/27/i GATE: O7/27f 17 DRAWING No 17`107 SHEET 4' HV SOLID BLADE COVERED UNDEfi US PATENT.# 5 ,� HV WiNDow SLA OF USE O E. i@ ON SHEET 19 L9 AND TEfdRER QUALIFIED FOR USE W/ HV BLADE f1) 6063-T6 ALLOY AMD TEMPER ,t i _14V CEILING H AQER, QFLIFIED FOR USE W/ HV BL.ADEC;ONLY, SEE SECTIONS FOR VALIDITY. 6063-T6 ALLO* y AND TEMPER r( MN.- X N. Y 1 Gft t I 7' 1° fl:aS2" !j E t 6 S QE AtdGLES QUALIFIED -FOR USE W/ HV BLADE V 6063-T6 ALLOY AND TEMPER. U D�'tsi a 0.454' ci 4365' (�3��, HY UNIVERSAL FLQATER oVALInto FOR USE W/ HV BLADE rl 6005-T5 ALLOY AND TEMPER 3.226" i -k00- .065" I (TYP-) M. r:1 4.897' i 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLE QUALIFIED FOR USE 4,Vf HV BLADE @ ONLY. 6063=T6 ALLOY AND TEMPER '` J HV DIRECT QUALIFIED FOR BLADE 6063-T6 ALLOY l FOR MPER ILY I'S Fes' R CEILING-AtEADERLSILL QUALIFIED FOR USE W/ HV'BLADE(D .SEE SECTIONS FOR VALIDITY- 6063-T6 AI-L:OY AND TChiPE12 CGMPOIlENT. A 8 Ti T2 j17 i 2" f 5' &4AX.I Ile ! 1/8" ;tv8! i 2" 15' MAX. � O. i 92" 0.192' i 2 4` t 7' MAX-1 0.190" 0:180" Y I i 2" . # 5" MAX- 0.139" i fl-131 " y�Oil 11Z 2017 nLltCa, 1Nc: xr o + j ! 11LIECOMc. TILLIT TESTING & , ENGINEERING -COMPANY 6355 N-W- 36th. Ste, Ste- ftXRDA a r � ay 305, tMRMNiA GAbpl; 331 Phone : (305)877-T530 . Fax : (305)871- '531 ol.coirs e49®ee9 6;3�..f!if;I0t0 n kb WALTER A, TUJT Jr. P.E. E/DATE FLORIDA Ijr_ t# 44167 'Q pp '005� HIV �0' f.;,! 8�' STARTER QUALIFIED FOR USI_ W/ HV BLADE .01 HV 6063-T6 ALLOY AND TEMe0- (9HV TRENCH TRACK QUALIFIED FOR USE V!/ HV BLADE 01 ONLY. 6063-T& ALLOY -Ail]) TEMPER ('f ') HD WALL H AQ fSFi L QUALIFIED FOR USE W/ HV BL,DE'O ONLY. % 063-T6 ALLOY AND TEMP. 1 X. Y t i- s; 2' Fi 2" 10,125" 3' i 3" l0-090" X r0` CORNER POSTS QUALIFIED 'FOR USE W/ HV BLADE C) 6063-T6 ALLOY AND TEMPER, AnSmS.A. American Shutter Systems Association, Inc. 4268 Westeoads Drive West Balm Beach, FL 33407 (1 HV RAINGUARDT QUALIFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY A D TEMPER CODE(Non High Velocity Ifurricone 02017 EASTERN ffEFAL SUPPLY, INC. �w f ■ ■ now ",w TM Accordion Shutter System H.V RADE #1 VJ/ OR W/O H.V. W NM BLADE 1 1 ! OLD 15-085 (7/27/17f' DATE: 07/z7/17 4 5 AWING No 17--107 (311 _ 4.660" .745" 2:293^ 'i ni j I t ; • VLI�..Ti.. ,� HV FLOATING C �E� BLADE4 I & �1& ONLY TE T6 ALLOY AND �iEMPER QUXRIED FOR USE.W/ HV BLADE t gc lk ONLY 6063—T6 ALLOY AND TEMPER @ ; . HV CORNER CENTERMATE QUALIFIED FOR USE %V/ HV BLADE 1 J ONLY e063—T6 ALLOY AND TEMPER 1 /4'-20 THRE4DED i BRASS CYLINDER" do KEYS (CHROME PLATED) � Hv 0CK QUALIFIED FOR USE W/ HV BLADE. C & @ ONLY. t PLA:l ^i ' PROFIT ELEVATION HV MALE "T" LOCK. -GEi<tTEt2MATE--- LOCKER FOR "T LOCKEt�TERMATE QuaLIIED FOR USE w/ Hv BLADE�i jONLY �` HV FEMALE "T" LOCK CENTERI+�IATE HV "T" laCK �6063=76 ALLOY AND TEMPER ` QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE Cf ONLY 4UALIFfED FOR USE W/ HV BLADE ' t -10MLY � HV BLADE �. pIVLI 6063—TS ALLOY AND TEMPER 6063—TS ALLOY AND TEM E� % OR i6 * 1.5' LOCKING ROD A QUALIFIED FOR USE W/ HV BLADE11 6063-T6 ALLOY AND TEMPER _ �WSTALLATIOh WILL REQUfRE AA AV `GOLF SLED AT ►RACKS FOR �Ia 1 ~EMBEDty' g D CENTER W LOCKING ROD QUALIFIED FOR, USE W/ -HV BLADE T & 1A 6063-T6 ALLOY AP D TEMPER .1A30" a I i+r g 1. N m� HV 3,LF"O--16 ACETAL THUMBSCREWS QUALIFIED FOR _�r�yj� HV BLADE PL M g y rr. 6i'�'' • tie i' vim•'•'• d.��R��3�' ''�`� .E...SEACJ$( tNgJIJWJDATE 3.161 HQ CENTERMATE'S INSERT QUALIFIED FOR USE WZ HV .9LADE C.-& . A.. 6063—T6' ALLOY RAND TEMPER �' Iv QUALIFIED FOR USE W,, WOr7 F1 L FEC TILUT TESTING & ENGINEERING COMPANY f355 MAY. '36th. 5L, Ste. _65, MRGM' GARDENS,-FLOFMIA 331 Phone : (305)871=1830 . Fax : (305)87.1-1531 e-mail: ulteeogco).com WALTER A. Ti JT Jr. P.F_ FLORIDA Lic. # 44167 1/4"_Pa -- THREADED f-DNE CASr HOUSING ENAMEL cok RAKED P„ iN1ED `�' EGRESS TURN itNOB_ 1 �HRASS CYLINDER .(CHROME PLATED) HV E R locK QUALIEfF�OR USE Vil HV e3e ONLY. m - n ca :360" AFTER RNFTI 1 /4129 .20 x 31. or r unc. rNmr-i nwo S.S. THUMBSCRE r 1./4"1i--2"IVNUT* SERIES 8444 AL 4 (2024-T3 XLOY) LARGE FLANGE THIN- SHEU NUTSERT,. .0820, AS -MANUFACTURED 6Y AVDEL CHERRY ARSIPPENY, NEW :4i1_Y 07054 OR EQUAL ' - V ALTERNATIVE LOCK QUALIFIED' FOR USE W/HV BLADED ONLY. IA4` • 1 i 545' i n, N; is 1 _125" max, d ' S, o4pl _I 1 I THUMBTURN I CYLINDER V OR KEY, 1.57 rdirL � CYi.NNbEFC -i 7fi Max. 34 HO LOCK 8Y. REGENT HARDWARE MORTISE "LOCKS SERIES 2333:HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADEi Ad FLORIDA BUILDING GUDL (.Non High Velocity Hurricane Zone 02017 EASTERN METAL SUPPLY, INC. AwmSysSwAs. American Shutter Systems Association, Inc, 4263 Westroads Drive Vilest Po1NTi Beach, F1. 33467 Misr" ■ "Oft " W Tit Accordion Shutter System H.V. BLADE #1 W/ OR W/o H,V. 1MNUw BADE [EV. td DESC!; IRVON I DATC JDAAWN BY: LC. 1 _ OLD 15-085 7/27/17N DATE: 07/27/1; z DRAWING No 3 d 17--107 5 SHEET ,e 3 OF 10 SHUTTER ASSEMBLY .SCHEDULE FOR HV M HV t� HV BLADE 1 HV BLADE 1A HV LONG RECESSED NYLON. BUSHING 39 HV SHORT RECESSED NYLON BUSHING 4t�3 HV NYLON HAT WASHER d1 Hir WHEEL CARRIAGE AISI-302-303 SERIES 0 870 x3/16" THICK NYLON WHEEL 0488"0 Ai53i 3b2 SERIES SS. RIVETS �9 HV 1 3/4" ACCORDION PIN VV/ #8 HEAD HV 2 3/4- ACCORDION PIN lN/ p8 NERD 'k POLYCARBONATE _IMPACT RESISTANT HV 'WINDOW ai (1) HV PIN (p SHALL ALWAYS BE USED ,,T ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV@ OR. HV .(3 BLADE. I J � t i .Q 1) OR EXTERIOR 11(f)OR or . TYPICAL SHUTTER ASSEMBLY Ill. f S (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D 20.324e' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEEET 7. (3) HV PIN OR 3 W. / 1�'� O.D. 1/16's THICK S.�8WASHER P. SHALL BE USED FOR DIRECT AMOUNT INSTALLATION PER DETAIL X, SHEEP 00 N_T.-S. WHEEL CARRIAGE IJIETAH N_T.S. 4Am u P.E. SEE y I t OR. EN 14V PIN � 1 OR Q AT EX ERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) AgEMILY L,4YOUT N_I-s. 02617 TlLTECO, INC. I rlL I'E C 0 Y f K TILLIT TESTING do ENGINEERING COMPANY 6355 N.Y(. 36"N St, Ste. -�W. YRv" GUIDE'S. FLAROA 331 -��- Pincre : (305)871-1530 . Fox : (305)871-T531 S1{� a -moil: Glte-@00I.Com ES-000671g WALTER A. TILLIT Jr. P.E. RF /fih 1 P FLORDA Ur~ # 44167 i 12" 6ttN_ it CE I TO BLADE EDGE T P �_.Ob25a 1 .1875" IHV WINDOW BLADE 1TTMUR OS2a' SEC TSON X�-X 0625' .. en" ' 1876" Y KNUCKLE T ~ OPENIS i .0625 (TYP) 1 tit! t1-nFvl�" r )• .\ / { v�gl YIIKIl�UN R1.75Cpf . { f X-/�2.87,5 X NI 2 7/8" 1AIN.} _ fiv WINMIl C. R 1 SEPARATION 1 03.0 BE71 Ett _0625'--i4 03.7500': BLADE------; _ OPENINGS ( � y 5 3/4" SECrroN0 - f. � r 11 ON CENT6R-S :rs —_ ' J' 1 2 1/4"I iXFIOR r Amoy CLEAR s s TEEN =TYPICAL HV WINDOW BLADE ..RHp T s f ? POL.YCARBONATE HV 1N1ND06"! QETAIL ' �-SJ i I \.1 i i i- i _POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER. NIAKROLON 3103. POLYCARBONATE I I I 3 12' ►dtN. CLE0:12{,�OCE RESINS, UV—STA(3JLIZ'EO GRADE OR SABIC t TO BLADE BOTrpM INNOVATIVE PLASTIC LEXAN 103 RESIN_ ( SEE NOTE F" ON SHEET 1g)_ II EXTERIOR POLYCARBONATE SOURCES FOR 44 A' fESMT TYPICAL MOPERnLS STANVAO !iE akvE m cues / s�RMC U-wa om 3103 Imti 103 Fsv Eta: AST9 D792 GA63 1b/in' fYA43 (bJ(r� 7MSILE YIELD Sr,---r 6TN ASLT 0b38 SAGO psi. 9,550 p-Si: FtJ7cuRAL STRM-Tri AT YIF1D ASO/ p74O 72.SGO p.s1. 13,4t:D p.g.L FLEXURAL Upmt't1S IF�L AMA 0790 340.000 psL 345.11'0U P +�. NOTCwtz ASM 0256 18 Fr-As/in 17 FT-H( /in RY c ELANINO [3 MU15T SMOKE Oi;TZMY ASRA 02343 47.2 : E4.5 ". MAX FATE OF sulwlm ASTM C-635 C-t CLASS C=i CLASS. SELF 1Gt:RTON V;FAATN AMU 01929 1040 T 9M 'F ASTAt G:55 TEhnEE S(kazIrH A�rm:wEAT EFT ASTLt 838 9302 psi_ 284b P IDM-E STRESS ErtrOFE YTEATHr�L`CvG ASTi3 B36 8465 p.^..r. 8880 p.s.i_ ss AnSmS.A. American Shutter Systems Association, Inc. 4-268 Westroads Drive West Palm ®each, FL 33407 IG CODE {Pori High Velocity Hurricane. Zane ©2017 Ok4 ERN METAL SUPPLY, INC. BEW.4 Accordion Shutter System I.V. BLME #1 W/ OR W/o KV. WNM RAGE 1 0: D 15-085 2/27/1> we 07/27/ t7 2 DRAWING No 4 4 y 4 3, . 0 OR 0+0 f J 5 + 4'a 16 .,L2( j t ` i SCONNECTIO EE END SHEETS 10Na DETAILS ON FULL H tt } HEIGHT.GHT. '— — salrxrrrD xnoil� 13 1 i..5. 2.0f4 - . r r Hva j J4o'& cR. 0IOR.54 r Hngc-tt�vc— V az �K�C�R]�aKax t am vmQN � �J I J i oR 9 OR 100 E& 1$ 04+ @ 4R (1'91 r U 5)D7 J� 4 TYPICAL ij HV BLADE SHUTTER ELEVATION N_T.S. a i • % �� ; fGL J RE, SEAL.%S1CWTURE/DATE *NOTES ON HV COCKS .NO CENTERMATES: 1 - .ONE HV LOCK i:F5 or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN .FOR ANY SPAN OR 12° ABOVE OR BELO1Y 1 2 OF SHUTTER SPAN. FOR SPANS UP TO 105 ANb FOR INSTALLATIONS AT ANY ELEVATION.. HV LOCK (� or Z MA`if W USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Z{�1 OR 0 CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT BEAD S.S_ AI.S: LOGATtON OF LOCK SHALL BE A5 INDICATED ON s TYPICAL. SHUTTER ELEVATION. 3 .� 2 !F DESIRED; FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, TIP TO TWO HV LACKS OR MAY BE USED AS M INSIDE .OR OUTSIDE LOCK, CONNECTION OF LOCKS' TO CEN9 ERMATES � 1, OR 0? SHALL 9E AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS S#i' BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. . IS 19SE0 W f 7V10 fi X ,• ,LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE. POSITION; BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE. POSITION). 4. iORY CON©[ilOI�I !l9- ONE HV LOCK ' y+ or SHALL BE USED AT CORNER CENTERMATES FOR ANY 'lN5TALLATIONS - - - A1d15SPAN AT ANY ELEVATION. HV LOCK �� or � SHALL BE USI A=AS At OUTSfD>r QR -INSIDE-_LbCK,_ _ _ -- _ - - ATTACHED=-TO@CORNER C V! RMATE 2 1 4°la-2O x 1 2 LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOC T(N F.LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM 5HUTTER SPAN SHALL BE DETERMINED AS PER. SCHEDULES SHOWN 'Oltf SHEET 12, yam 50 icy 5 ONE ALTERNATE .HV LOOK MAY BE USED IN Lf€U OF HV LOCff `or FOR ANY SPAN AND IN-7 CATIONS Al AfVY ELEVATION. ALTERNATE LOCK t<U1Y BE USED AS AN .INSIDE OR OUTSIDE COCK. N z^ ATTACHMENT 1/4"�-20x3j4" S.S. THUMBSCREW TQ f�-i OR ® CENATES S1iALL BE MADE Vr/ 1/4"�-20x3 f }" A( UIN. NUTON SECTIONHVEtSH8.ONLOCKL HE USED AT 1/2 OF SHUTTER SPAN OR TV70 KS .AT 1/3 OF SHATTER SPAN. 6. MAIYL►AT'ORY COONE HV LOCK (8 or -0 or @ SHALL 8E 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- HV LOCK 0 or �5 or @. MAY BE USED AS AN, INSIDE OR .OUTSIDE LOCK, ATTACHED TO @r or 0 SYMMETRICAL. CENTERMATES W/ (2) 1 /4"-20 x 1/2" LONG rLA7 HEAD S.S. M-S; LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS 0i W/ OR 6, TOP AND BOTTOM IS COMPLETELY MANDATORY. NQTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 'I- SECOND ALTERi�M sO CEtVI EI2EvIATE � C ONDITION ?VALID ONLY w HV 'T" 1 ME ONE ALTERNATE HV "i' LOCK MAY BE. INSTALLED. IN LIEU OF HV LOCKS C� OR @ .FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES. USING REINFORCING LOCKER 0% ; AS SHOI'1N: ON SECTION HVG, SHEET .9, WHICH MUST' 6E CONNECTED TO CENTERmA"f E5 @B AND @ W1 1 /4"4-20 x 1 1/2" LONG S.S. TFIREADED BOLT W/ 7/8. x 3/32" WINGNUT OR. -W/ 1/eO--20xl' S.S.M:S, INTO A 1/4"mx .5/8" RWf4UT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ,ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 4?i TOP AND BbTOM IS '1`1ANOhTORY. *NOTES t?N NQ �t}CKS & CENTERMATES: 1. Hb f,1ylD�p S'• A E OR " --- - ..�� / i� :ONE RLTERNATE HD .i_OCi< (Y MAYBE USED IN LIEU OF HV LOCKS.. 22 OR , 'c FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE .HD LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACI•IMENT OF HD LOCK i34I TQ IS W/ 38 x 3/$" F.H. M:S., A1110 INCLUDES REINFORCEMENT INSERT 33 AS SHOWN ON SECT16ms HOB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPM, USE OF LOCKING RODS ;3 '. is COMPLETELY OPTIONAL_ 1 >r fwr► LjViLun+iu vuuc. knon rugtl .1felOCity nUrr_lCane 02017 TILTECO, INC. G.2017 EASTERN A!EFAL SUPPLY, ING, /31DECOIN TILLIT TESTING ,& ENGINEERING .COMPANY r35 N.W. 36th. SL, Ste. ZW. VIRMNIA CARDEW, FLoawA 33 Phone : (305)877,-1330 ,.Fo)c . (305)871-1531 e—mail: tilteeggae.com EB-0006719 W7 UER A. 9LLFT Jr. P.E. ' FLORPA Lic. # 44167 AnS.S.A. American Shutter Systems Assoctaiion, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 �.. - ■ ■ Ors ! i 7 TN, Accordion Shutter System H_V BLADE #1 W/ OR W10 Kv WNDOW BLADE 1 OLD 15-085 7/27/1 DATE: 07/27/17 2 3 DRAWING No 17-107 5 SHEET POURED — 'CONCRETE REQUIRED Mli SEPAMOt4 TO QAM (SEE L 3 wwa%ml EXISTING f mi SFM Va fix GLASS—,' WALL i EAST NiG GLASS av s' air IRADE 0) T 19 fal E. D.... POURED ET, OU COC'O 0 CO, 'R BLOCK R CONCR WALL REQU, (q) HY AA_( I- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTfOUS CAN BE CqMBII IN ANY WAY TO SUIT ANY :INSTALLATION'. POURED 13) X V., -7 --CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) R, YS D18 RWE TOIE (7SEE 0MUN2ING (g) ON - SHM 7) 1" - OPTIONAL MIN. SEPARATION TO -GLASS r_-(SEE. SCHEDULE ON SHED I EXISTING a GLASS----,' 1/44-2 - 0x3/4!* S.S. MACHINE SCREV� USING 1/4"-20 NUTS Q 12' O.C. ;) OR nVII Max, 14V WALL 14FAnFR INSTALLATION + KEYSTONE 1 OR WN_ SEPARATION To GLASS. —(SEE SCHEDULE ON SHEET 11 EXISTING GLASS----i OPTIONAL Cv J ORO CONCRETE ANCHORS O7 DR@ (SEE SCHEDULE ON SHE .3) POURED CONCRETE __7 OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) M 2 IN \-OPTIONAL EXISTING GLASS MIN. SEPARATION_ To GLASS EE SCHEDULE ON SHEET'li MIN. SEFARADON To CLASS EXISTING _CSEE SCHEDULE ON SHEET ii CLASS OPTIONAL f D Max. cl) (D5.1.3 Ok I V EQ PHILLIPS TRUSS HEAD V, NIACHINE SCREWS' USING CONCRETE ANCHORS 1. 1/4" 20 NUTS 01 1.2" C.C.�iuyk-.(SEc. SCHEDULE ON Ain.- POURED CONCRETE SHEET 13) a0NCRETE ANCHORS (SEE SCHEDULE ON. POU , RED c-oN,_RqE_/ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED _HV_WALL SILL INSTALLATION E. D, = EDGE DISTANCE SEE LIMITATIONS OF USE FOR (SEE SPECIFICATIONS ON 'SHEET 13) 13WE 6k 0,14 SHEET 19 lot V EIVS ;p P.E. 'D2017 TILTECO. INC. 11-LIECOiNc. TILLIT TESTING A. ENGINEERING, COMPANY 6355 N.W. 36%h. St , , Ste. ,PO; VVVIkIA CARD34S. FI_0RirAA 31, Phone(305)871-1530 - Fox ' (305)87t-1531 e-mail: OteccQaol.cam ES-000671S WALTER A. -nLLIT Jr. P.E. TF FLORIDA lic. 44167 1/470-26X3/4- S,S. MACHINE SCREWS 111 1/4"-20 NUTS 0 12' O.C, - 1. OR trJ Max. 1/4-0�20_X3/4" S.S. PHILLIPS —TRUSS HEAD MACHINE SCREWS V11 -1/4';-20 NU -IS ry 12, O.C. OR: CONCRETE BLOCK (F)HY WALL jlLL_ INSTALLATION INSTALLATION DETAILS W*/ .J21)" HV BLADE ' Am S. S.A. American Shuffer Syrferns -AssociefloP, Inc. 4268 Westroads Drive West Palm Beach,. FL n407 CODE (Nan High Velocity Hurricane Zoni @2017 EASTERN METAL SUPPLINC. BERTHA -NVTj Accordion Shutter System fi-V. MPX #1 W/ OR W/O KV. WWW MAX' t OLD 15-085 0712711-d DATE_07/27/77 2 N DRAWING No w k4 f 17-107 POURED CONCRETE, t1 REQUIRED i Es i \yi!•. .EXISTING GLA55 r 1 t: L SEPARATION 10 mxA s (SM �j 5X€DULE CN 9iEEL 11 FOR.EUDEI Ah"J 1 CAI •S-w 19 F062 CONCRETE ANCHORs , Mt SFPAt=ai (SEE SCHEDOLE ON SHEET 13) TO Q/w (SM nj -411) oR 63)0R t EXISTING GLASS o it lei ! 1 b ! 1� 7514W4" HEX HEAD____it ; TEK SCREWS Q. 9" O.C. i OR 1/4"4-20 S.S. M.S. Vl/ NUT 0 9" O.C_ t14= 1 7/8' -1-,7 7/8'- POURED r sri�u;>: av Stilt EDGE OF 11 Fug 9 Fi t 9Aw ON SRx7T 19 FCR — SLAB IF' APPUCABL"E EXISTING RjDES(V-* GLASS--' i ALTERNATES ANCHOR x i LOCATION i a EDGE OF---a-a SLAB IF APPLICABLE .. + POURED ._` OR .(i1 .CONCRETE I REQUIRED : •1 0 1 � t t! s CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) O HV RA.INGUARD . INSTALLATION .t 0 0 n ----Cl) OR GO — i EXISTING GLASS--{ uit3, S�Iyc7A1'A4. t TO Cum #10x3%4" HEX WASHER HEAD. 1UP, 3/8 {!��• TEK SCREII S 0 12- O.C. +� 3/8 , Id11V. CONCRETE ANCHORS (SEE SCHEDULE ON S i' =EQ EQ j S BI (B; HV. FLOOR INSTALLATION I- 1 EXISTING --^ GLASS max• AuirLvi tat MASS �(s� 5cr�prtEO:c sti•�r tt} _ AM, D1= IF i A CONCRETE ANCHOR? .{SEE SCHEDULE %i SHEET 15) EXISTING i i " - - CONCRETE ANCHORS SEE .� TE 13(b) ~V: POURED CONCRETE--� (SEE SCHEDULE ON ON SIN 1Y + OR CONCRETE 13LOCK SHEET 14) POURED CONCRETE•-= REQUIRED DR CONCRETE BLOCK HV WALL FLOOR 1NSTALLAPON VR WALE. W# NOTE FOR COMBINATION OF SECTIONS-, E. D_ = EDGE DISTANCE 1- SEE SHEET 4 IOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY wsTA.LLKnON1_ EQ-EQ L rt-1111' MIN.SeARATiON I.rIY TO CVw SCKEOWSHEET99AEXISTING GLASS-' I---------------- E. 'D FLAT HEAD CONCRETE ANC, (SEE SCHEDULE ON SHEET 8 O.C. `SEE NOT ON SH ' :V :. EDGE OF APPLICASL EDGE. OF 1 ED SLAB IF APPLICABLE POURED, *. m CONCRETE FLAT HEAD CONCRETE ANCHORS. REQUIRED (SEE SCHEDULE ON'SHEET 14) 101 TRENCH INSTALLATION VAIM ONLY FOR UP TO +70, —75 PSF kS..D_ DESIGN PRESSURE RATING & FOR SPANS PER 1/4'E TLvt SUL= TAPCOY Vt/ `cv mmr 1.1) > 1 AIVAWM THRc 170% 0' a TVCHNr.�t:OGY ioR 1/4-10 F9'or s FluiFf4f's TA=Pfi.R+ ANCHORS V// 1 EMSEDIAUff a 6° 1 I ..'i/4"LN MAX. pMK O.C. FOR Ito 6'-Cr SPAN AND 4' O.0 FOR SPANS LARGER THAN V-0' UP T0.8'-0' A,7X. APPLY " i 1 SFAIAYT AT ViUff FAStt-NER WAD 11 (IYP.) (Sst- NOTE t Ci%,/35 ik6 _f SHEET 11 Fp':Ut&TATtaV 3/8" r1/2 CONT. SEALANT 1 r MAX. .t.� Lt. =t 1 / I/j70-20x3/4' SS PAS' 1 Max. a —USING 1/40=20 NUTS t3 0" 12" O.C. EXISTING VON STR1JC_jUrAL 1 = E_D.. :PALL TRIM (DECOR.ATIVE SILL) MIN. i` POURED CONCRETE REWIRED CI KEYSTONE Mir, UNTING INSFALi�4T10N MNAMUA{ A.S_0. CESIGN PRESSURE.. +6s 72 psf MAyItdUM SHUTTER SPAN 6'-0" THIS INSTAL LATION SHALL BE _ REMOVABLE W14EN PERFORMED ADJACENT TO A -OPERABLE M<ri- SEE LIMITATI-DNS OF USE FOR 6R ENTRANCE BLADE (1`A ON. SHEET 19 INSTALLATION, DETAILS W/ � T) HV BLS ElA. _ FLONDA BUILDING CODE (Non High Velocity Hurricane Zone Q2017 TILTF.CO, (NC. ©2017 EASTERN MOAL._SLIPT'LY, INC. b FBEFRTHi H VTV,, A.S.S.A. Accordion, Shutter S s�e�n IE T O INC. RV �1 wl op w/o RV. WNDOW BLADE '�{�Rc"y� } 3E ",• � e 43 .>....... t� MaN" ' ee" a. ?1I ��''�'drsSGisrdi P.E. SEAL/SIGNATURE/DATE TILLIT TESTING &_ ENGINEERING COMPANY fi355 N"W. 36th. St.,'Ste..05, I&P-NW GARDENS. FLOR.MA 3316 Phone _- (305)871-1530 . Fox : (305)'671=1531 a -moll- tiftecpaacF-Com Eii=0006719 WALTER A. TILLTT Jr. P.E. FLORw, Tr-. # 44167 . a can Shutter. SY 3. Systems yS AssQciQtionno• 4268 Westroads. Driver West Palm Beach 'FL 334G7 + __1 EV. N DESCRIPTION, DATE DRAWN BY; L t- I OLD 15-055 7/2711 DATE_ 07,/27/1' 2 DRAWINGtJo 7— 7J �� 3 4 .. SHEET `T AC' HA 8 e �!` SFE NOTES ON LOCKING RODS 0 HV LOCKS o nc A INSTALLATIONS W AND'ALTERIIATE ttv LOCK ON. SHEET S. O c i T g_0 ! N--EXWNG GLASS y�-�{ ��.yp *� Q � j BLADE SLACK DETAIL HVF IS VAUD FOR ALL r "' L s e V C E 1\ T E I\ 1 V! AT E S CEN"i ERMATES APPLtC4TIOk WITH BLADE �7 k 10 + 5 3 OR 1 + Q 1 OR SEE END} WALL C �y �� 1 EXISTING GLASS DETAILS. OWN ./1 \$ �� --7 r - - - - OR 2"x2'x1f8"z0'-2" i ! ~F3J *8a3•\�S T CJ�\1J + L/ / 3 1/4" — — — — -- — — — — _ — — — — — -- — — — - j6063-t6 ALLOT-ALtjh. � � � � � � ?- 7" 6 1/2' ANGLE ANCHORS ':/4"i TAPco I 1 2" OR 2 s OPPOSING SYMMETRYCAL ANCFIORs. TO corLeRaTE I � (TOP/6OTrpn:; & j GENTERMATES 1cXs/�� s_ .s: s 12- 3 CENTERMATES j�) �0Xa/s^ S.M.S. To 3 i r r W/ Hy LOQK 4 or — ILL. SEPARATION t ; G.c, FULL LENcfiT. _ /% HV' LOCK 2Q c r � TO GLASS AT FACR .ANGLE. e r `I 1 * jh't (SEE SCHEDULE i �' oR .� i I N C,3s ON Si lEEF 11). 1 rt l j o I @OR(9ORO+( Q io t GlJ , , , HVA HVB Eo uT ta ^ y Q ( �' 'STIN �7 +i oRfi+ + ca _ -- 7 1 1 ':EX?STING GLASS. POUficD CONCRETE OR CONCRETE BLOCK MALL .GiG`�j{Q°O+.{8oz®� j7 cxr r------------- i0 5t �'GR(j/Iti �eR— f— — —_ ' — yJ EzecuED SYMMETRICAL�: — — EXISTING [ MIN. SEPARATION -� t GLASS CENTERMATES — c3 1 1 � .+ j@$ GR .j©.t �Oi;®w 0 c� ID' GLASS GR*' } OPTIONAL (SEE .SCH£DUL.E r * d1I W HY LOCK (26 MIN. � ARATIONi:� — — � � % (INTERIOR) � �� ®� ®'+ �3 oR.19 + � Oro SHEET 11) i TO' GLASS t i �-' r (SEE 'SCHEDULE EKI OPTLONAL i 3 OR �+ _�j ON SHEET 11) >< (INTERIOR) �.; ��- D. , aeO' - - r ; •�'t . 3 ' VARIES 4 3 r I t •, (.J �` 'DI `� (� l O U T 1 6 t /2' MAX. SLACK y OUT' EXTERIOR) HVE �J �}* �/ ��gif9J�r0�no�HV'l� ��Q FLORIDA BUILDING CODE (NOn High Velocity � Hurricane Zom ei Qtiy,• iS 0g6 ; • :,fig-4 tt��a, y', q. Q2017 TILT.ECO; INC.. EASTERN k4ETAL SUPPLY, IN C. BERTHA HV-Tm ` r Al ccoxdion Sh S j i M G . AwS.S.A. H.V. BLADE i Vt� OR W (}� ►3 stem ` # 1 / F.V.HWhl.1+1� W 81ADE A :_ .American Shutter Systems �4 TILLIT TESTING & ENGINEERING COMPANY y REV. N DESCfilPriort BATE aLu+��v 6Y: ••' t �.•� �yt 6355 m7f. 36ih. St., Ste. 305, MRMNLA GAR€tENS. FL,GEAA 3316Assooiatien, Inc.. t GLD 15-C8� 7%i%%1 DATE; U7/27�i7 .,,••,,;,,.• �; s Phone : (305)871-:153G . Fax : (305)871-1531 4268 Westroads Drive Z a -moil: tiitecc@ool.com West Palm Beach, FL 33407 DRAWING 'No A042* WALTER A. 'TILUsT Jr. P.E. 4. 17— i A7 _---- P.E..SEALSIGNATURE/DATE FLORIDA Mc. # 44167 5 e-r,rr o SEE END . CONHWTI+. N DUAU ON .SHEFrl-12 a t8 t% r-fXISTIkG eLADEQsLACK DETAIL rr,�. tNrn AtEo or1 SHEET e, AS W'ELt. AS MVERSAL FLOATING BLADE ® DETAIL HiM VD INSTALLATION) HV BLADE W HD CENTERMATES (D � OUT 9� }N INMC W ON THIS SHEET, MAY BE USED WITH TriS ALjaj-,g 3 ifl "�°��t rot hat RJSTAL�TION DETAIL HV41SWJv14 IN 7r1IS SHEET. $ * ca 6 7 C (kw T6 ALILO j ALIN& '� M. PStGLE W/(2) '1f4 s� TA?L:ON o �klA&2S TO COr1.METE L--.---------------- --------------------------- _---_—s— - j (4)cro=t!2• SWS. TO TUF,j /j scx3/4' srs 0.12{a noNru) AT ERCN.m4Gm TI I i 7 � �'/ G.C. rULL LWW. j� ' — — — T — - — --- { il�t t 30 .HV t,T» IN :;�H, �I`- ------------ ,. g�. SEE * SEE NOTE 8 FOR W LOCK , 'LOCK, ON SHEET 5. fi -SERIES 9444 ALUMINUM 2024-T3 ALLQY) LARGE TIAKE THIN SKEET NU SfRT, PART 0820. AS M MUFACTURED 13Y AVDEI_ CHERRY TEXTORN. PARSFFeV, NEVI. JF�,SEY 07054 OR EQUAL. 343 HV "T" LOCK (OUTSIDE) P.E. OUT 1/4" 0--20 x 1 1/2" -S.S.M.S. W/ .7/8" f3 X. 3/32" 1NINGNUT. HVG* HDD—NVD** FLOATING STACK 02617 'TILTECa, INC, 110-E-Colm TILUIT TESTING & ENGINEERING COMPANY 6355,11M. 3kh. St.. Ste. 305. VIRGRVA - D'eNS. ADPWA 33 Phon? :. (305)B71-1530 , f'ax : (21W)871-153I e-maii: tiitece39aw'xorn Ee-0006710 WALTER A. TILLIT Jr. P.E. RORIDA L•ec. j 44167 .(4) H.V. _-- _-SINS {7YF vTO Mass _ _—urLslu+rrc I 0?4 SHFET I; I/ F' [ fQ� L� DI.� B-HVB OUT SYMMETRICAL. 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St., Ste. 305, VFRG!tiA 6AROENS, FLQ'.ti7A 331E AssoC�#Lan, fnC. f QLf1 15-08$ 3�2T/i bA'te: L17`27/17 ,......... ,h PhCNr ; (305)871-1530.. Fox : (306j871-1531 4268 Westrobds Drive y e-mail: tiltecosaol.eorim West Palm 8eoch, FL 33407 a DRAWING No Ea-GG06718 . tVALTi R A TIlLlF Jr. P.E. 4 17�-1 07 P.E. EAR%SIRE/DATE FLORIbA LK. g 44167 5I SHEET SCHEDULE 41 SCHEDULE ;92 MAXIMUM SHUTTER SPAN "L+" OR "'L-" (f-Q_ FOR INSTALLATIONS W/ GEj ��i�t►�TES. & >� or W -or W/ ONE H V. LOCK .or @ or or HD Lock (9 INI NO LOCKING RODS or CENTERMAT@ 280.29 W/ ONE FO-T" LOCK 30 W/TWO. LOIONG ROILS 35 TOP & BOTTOM ifbEE t+�xll�s et A.S.4, f1ESIGN �c E (+ OR -) nn CONAEfi= I it10 INSTAU-ATIONS V WALL MOUNTING FLOOR/CEtUNG OUN T 1NG MOUNTING L + (R) 1 L - (f) 1 } (Q) L - (It) 30 OR LESS 35 14'-107" 14!. ia" . 15'-2" } Tfi'-0" 40 73'-10" 13'-10" 14'-2" 15'-2" 45 IS 1"` 13,-1" 13'-4" 14'-3" 50 #2'-5" t2'-5" _12'-8" 13'-7" 55 60 # 1'L4" 1 t'-4" 1 V -7" 12"-4 .65 IV-10" 14'-10" I I'-}" I V-11" 70 10'-6" 10'-6" 10'-9" 1 IV-75" -75 80 9'-10" V-10" 10'-0" 10.'-9" 85 9'--6" W-6" W--9" 10'-5' 90 9'-3" 9'-3" 9'-5" TO'-1" 100 f3'-g. 8'-4" 91.-0" 9'77". 105 110 120 8`-0" fi'- i 1" 8'-2" EV-9' 125 7'-1a" 6'-a" a'-o" 8'-5" 1:35 7._7" 5'-2- 7._9" 7'-9" 140 7'-5" 5'-i1" 7'-7" 7'-6" 145 150 7'-2" I 5-7' 7'-4" =0" 1.55 7'-0" 5'.-5" 7'-;r 160 b'-11" 5'-2" 7'-1'" -7165 j6'-4-7 Fr'-10" 5'-1." 7' Q" 170 6'-9" 4'-11" W-11" 6'-2" 175 6'-7- 4'-9" 6'-9" s'=o" 180 6'-6" 4'-8" 8'-8" 5'-10" 185 6'-9' 4'-6" $'--7" 6'-8, 190 6'=4' 4'-5" 6'-6" 5'-6" 195 6'-3" 4- 3" '6'-5" 200 6'-2" 4'-2" 6'-4" 5'-3" MAXIMUM SHUT 1 ER- SPAN* "L+" OR "L-" (ft..) FOR INSTALLATIONS W/ OPP EEN7ERIcAAT 1 & ONE HV LOCK or � or V!f NO -LOCKING ROBS (SEE NOTES t it). A_5;o. cESC-U FRfSSURE RFJING fPs'f.) (t OR.-) CONCRETE & WOOD INSTALLATIONS N54Li )XUtMN-- FLOOR/CEILING MOUNTING L + (ft" 30 16'-D" - 35 .14-10' ,. 14'-40" 40 '13'-10" 45 13'=1" 13'-1" 50 12'-5" 12'-5" 65 70 1O'-V111 75 TO'-1" 80 3'-10" 90 9'-3" 95100 8'-9 105 8'-7" 110 8' -4" 115 8'-2" 120 175 1 130 i 35 -2" 140 a7'-2=7- -1 }" 145 -9" 150 4.55-5" 7'-0" 5'-5" 160 V-11" 5'-2'- 165 170 6'-s" 4'-11 " 175 6'-7" 4'-9" 1.80 18.5 190 6'-4" 4'-5" 195 200 61 -2' 4'^2" 205 s'_i" �T = a� r: SCHEDULE #3 AXNIIJ A SHUTTER SPAN* "L+" R "L--" (ft.) iNSTALLAtIONS W I L CENJERMATES i & W/ ONE 14V LOCKS ().R W/ NO LOCKING ODS (VALID FOR MOUNTING it SHEET 7) ��AXitfUht CONCREW aSPRa Dmo INSTALLATIONS RASING FLOOR/CpLING LIDufiTING (P.ci.) OR (+ OR ;j FL QOH ALL NOUN T iNG L+ 30 16'-0" 16'-0" 35 40 14'-2" 45 13'-4" 50 72'-3"fl3.'- 60 10'-2" 65 W-5"70 8`^9" 75 - g'-9" . y»((;$ ' t, P.E. SEALM4ATURE/DATE 1RUALATION f,F—GEND CONCRETE & MANSOI Y WOOD. WALL MOUNTING 1 8, C. E. F, K & M, N, 0, P. Q, R, S. & V. FLOOR/CE1t-ING G, H. ® t1..J ]VOUNT(NG T. U, W & .X & M V AiAXfMUM SHUTTER SPAN "i.+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTEP.FIATE �3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS NOTE 25. SHEET 5. ttEXCEPT THAT .WXIMUp4 S'-fUtTER SPAN 2+" OR 1-" AND !d IMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIIO�iNS INTO CONCRETE 'OR CONCRETE BLOCK ,SHALL BE LIMITED AS FOLLOWV3: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P-S.f- AND B'--O" 'SPAN, SEE MOUNT114G O ON SHEET .7. WIND ZONE _0M 19 � ASTM E— 1 996IFO "EPARATION. GLASS 1 THRU 3 1k 1'. 0-2017 TILTEC0, INC. /YLIEC-0intic. TILLIT TESTING_ & ENGINEERING COMPANY 6355 f7.1Y. 36th: St., Ste. 305, Vrf G A GR.ROENS, rLORMA 331 Phone : (305)871-1530 . Fox : (305)371-153t e-,t au, tift9coc OI.com EB-00067 (9 WALTER A., T ILUT Jr. P.E. FLORIDA Lid. # -44167 FLORIDA A.S.S..A. Americcln -Shuttefr .Systems. Association, Inc. 4258 Westroads Drive West Palm Reach; FL 33407 (1) Li-: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSt' IVE - A.S.D. DEIGN PRESSURE RATING. L-: MAX, ALLOWABLE SPAN. FOR A. GIVEN NEGATIVE A.S_D. DESIGN PRESSURE RATING. (2) PROCEDURE TO RETERMINE MAXIMUM .SPAN FOR WALL MOUNTINGS (TOP/BOTTO;A) .OR FLOOR/CEILING: 'GIVEN A POSITIVE A:S.D• DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S_D. DESIGN PRESSURE RATING. DI=TERMINE WXIMUm SPAN "L-'; FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAR BETWEEN "L+" AND "L-", (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS iN BETWEEN WALL MOUNTINGS W! FLOOR/CEILING MOUNTING& _ FOR A GIVEN POSITIVE A-S,D. DESIGN PRESSURE RATING: DETERMINE- Ll+- MAX. SPAN. FOR WALL MOUNTING INSTALLATIONS. L2+= :MAX. 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SRE DATE 02017 TiLTECO, INC. TILLIT 'TESTING Bc ENGINEERING COMPANY 6355 NX y6th. St.. Ste. 305, VIRGINIA GARDENS, FLORMA; 33 Phone. (303)871--1530 _ For: (3M)871-1531 e—aidil: tifteco0coLcom EB-00%1i9 WALTER A: MLL1T Jr. P.E. FLORIDA Lie. # 4$167 TAPPER-! * SEE ANCHOR SPECIFICATIONS ON SHEET 13 4 SEE LI-MMATIONS OF USE FOR BLADE (1A ON. SHEET 14 IQ HHof BLADE OR 1 HV BLADE W/ 1 HV WINDOW BLADE WORKING IN . UNISON A.SaSuAll American Shutter 'Systems Asso ati6n, Inc. 4268 Westruads Drive West Palm Beach, FL 33407 CODE (Non High velocity Hurricane $oqe O 2017 EAST ERN METAL SUPPLY, INC- BE RTKI .HVy Accordion, Shutter System H.Y. MADE #1 W/ OR 1N/4 H.V. VWNDON WDE 1 OLD 95-085 0117/17 DAm.. 07j27117 2 DRAWING No 3 17-107 (SEE. MOUNTINGS -E, GI -& H ON. SHEETS. 6 & POLM CONCREWCO{IOWTE SLOCK ?OCJREO CO=WE MAXIIA SPAU 0 WALL SILL 1 ulO FING @ CEILING MOUNTING Q FLOOR MOUNTIN6 (ft) OLSA DMGM NgUr-k PRMSLJIYE Ia0.1JNG ) A OtZEM I ECAThG PRESSURE f ATNG. 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AS MANUFACTURED BY LT.W. BUILDEX; (Min, f'c 3 ks;} - 1/4"8 x 3/4" ALL POINTS SOLID --SET ANCHORS. A$ DISTRIBUTED t3l` ALL POINTS .SCR�!l, BOLT &' SPECIALTY COMPANY. (Mn. f'c = 3 Is0 1/4`4 BLUE TAP CONCRETE ANCHORS Ml/ CAP AS MANUFACTURED BY FLORIDA FA5TE{JERS DIRECT, INC, (MILL. f'c = 2 iCsi) 1/4"0 TAPPER+ ANC1iOR5 AS IdMtUFACTURED BY POWERS FASTENERS, WC:. AND DISTRIBUTED 13Y ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED -LICENSED OR AUTHORIZED VLNDOR REGISTERED WITH THE AMERTCAN SHUTi£J? SYSTEMS ASSOCiATtOfl, INC. (Olin. VC = 3 tisi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF-TAPCON OR TAPCON WITH ADVANCED T}iREADFORM TECt1NOLDGY All RS AND . TAPPER+ ANCHORS 'IS 1 3/4", AND FOP, BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED coNcRM. NO EMBEDMENT INTO SiUCl:O SHALL BE' PERM ITTED_ 9f4"m-20 S.S. MACH SCREW USED SHALL BE. { 1/2" LONG MINIMUM SNOULp 5TliCCO EXIST, MO 1" tANIMUAt FOR WALLS WjTEi NO' STUCCO. A.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 SMIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED- 014 NOTES- A_1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WIT HOLET METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EfFS wITH METAL_ STUDS SEE SHEET 20: .(B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) - =-t%ta4"-fiAPCON-OR-TAPCON -«}J A iDVANCED T►iREAD-FORM TECHNOLOGY ANCJiOf2S, AS MANUFACTURED BY I.T.YI. BUILDEIC. - 1/4.0 x 3/4" ALL POINTS' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PODS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.91 BLUE TAP 'CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTPdBUTED 8Y ALL POINTS $CREW, BOLT & SPECJRLIY COMPANY OR ANY OTHER 'APPROVED LICENSED OR AUTHORIZED ' VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEM ASSOCIA170J1, INC, NOTES: B-1) MINIMUM EMBEDMENT INTO CONCRETE MOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS' AND TAPPER+ ANCHORS' is t 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. &2) MINIMUM EMBEDMENT OF 1/4"C x 3/4" ALL POINTS SOLID=SET ANCHORS SHALL 13E ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK_ NO EMBEDMFSNT INTO STUCCO SHALT. BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG M1N%4UM SHOULD 'STUCCO EXIST, AND 1' MINIMUM FOR Ma..LL5 VATH NO 'STUCCO. B_3) IN CASE THAT PRECAST STONE, -PRECAST CONCRETE PANELS,. PAVERS oR ANY `!CHEER BE FOUNt) ON THE EXISTING MALL OR FLO;?R, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID NOTES 13-1) & B.2)' ABOVE MR INiitALL FINISHES- ANCHORAGE SHALL BE AS INDICATED ON STALLATIONS. ON VINYL SIDING OR EFS 'WITH OR WITHOUT .METAL STUDS CONSULT THIS ENGINEER. FOR 114STALLATION INTO EIFS WITH METAL STUDS SEE SHEET '20. (C) ANCHORS SHALL BE INSTALLED .FOLLOWING ALL OF THE RECOMMENDATIONS AND .SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR Fnr.F nr .mm rc n 1 ­­,.,.,:. _._ _.._...- -__ . -- - �� �., •"• ter. ML7 Rcvusvir�rtir tvH ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VALID' FOR EDGE DISTANCES INDICATED 6ELOW. FOR E. D. LESS THAN THE INDICATt3, REDUCE ANCHOR SPACING BY MULTI°LYIACSPACING SHOiyN ON SCHEDULE BY THE FOLLOWNG FACTORS. 'OBTAINED 1. REDUCED SPACING USING FACTOR SHALL NOT BE LESS .TWA MINIMUM S:'ACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL FACTOR EDGE DICTANCETHREADFORM TAPCON WrM ADVANCED . TECHNOLt3Gi` ALL 'POINT SOLED SET BLUE TAP W CAP / TAPPER + MIN. SPACING- E.D. 3" [POEURE ZCONORVE & MJN. SPACING = 3" -CaWEEt4.00K MIN. SPACING = 3 112' MIN. SPACING K P01M kQ3 E0. = 3 i/2" Lri4 EQ = 2 1/2° POURED CONCRETE& CONCRETE BLOCK POURED CONCRETE & CONCRETE 13LOCK OQ iE 9LOLiC OANT=D.=3 1 2' 1£N E D = 3" N;N0.90 2 1/2- - 1.0 0,81 0.78 1.0 0.84, 1.1.0 2" - 1.D O.7T - - _ _ 017 1 3/4' - 0.91 - - 0.51 0.35 - - 0.43 r, - nron., 0.35 - @� +,...•.,._•`�+ Q2G17 TILTECO, INC. ye .hhq' 's I p6 Qb' Y •� YV IECOINC- `r TILLIT TESTING & ENGINEERING COMPANY bi a c ' e 6355 [J:W. 361h, St„ Std. 305, VIRGIV..A GQ D4% FLORIDA 331 e °o Qs Phone.: (3O5)871 -1530 . Fox : (305)871-1531 Amp,",. '• �y 1S e-mdT i3tecofaot.com � p ••�.....,- q � ,k EE-OD06719 ao-o-,9�� f13t W:�TER A. TILLfr dr. P.E. P.E. 98NL PVDATE FLORIDA Lic. 11 4-6167 rLUiCIUA 1JUILUM UUUE (Won Nigh V6106ty Hurricarle .Zane AwSwSwAw American Shutter Systems Association, [plc. 4268 Westroads Drive West Poim $eoch, FL 33407 0 2017 EASTERN FETAL 'SUPPLY, INC. swf a ■ ■llst ■ it V TM Accordion Shutter System H.Y..SLADE #1 W/ OR W/O H.V. Wtt w MICE VLV 17-,Ursa 0712711T DATE: 07/27/17 3 DRAWING No t 1i-107 SHEET (SEE.li10t)ONGS 1. J. K & L ON SHEET PwRED CONCRIM FOUR@ CONSEgE CMi MiiEM W=K lfA7t11rittlA SPAN {ftj K r li TRENCH J � D. DFS1;li. P um RAMG W dQMNGUARD MOUNTING .QV�WLLJFLDOR, MOUNTING i44 �L � YYAiK a Us11}d1P D. UMMI RLGRi X MM!E RAT= � y W AID.. CSi MW, RAiiTiC (p. OES:C-tl i�Qli11'E PRFSSORe` RAtiY.G (v� 30 1401 NEW 1 90 120 1'60 265 36.40 60175 190 120 160 205 30 40 60 75 90112011601705 •30 40 75 90. 120 164 205 1+ 12 10 9 8 S. _ 6 s 12 12 12 12 12 1.5 8.5 6,5 7 7_ 7 7 7 7 7 5.5 5' S 5 5 5 5 5 3 -O" 14 12 10 9 8 8 6 6 12 .12 12 12: 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5. 5 fj CESS 14 12 10 9 8 8 8 6 12 t2 i2 ]2 0.5 8 6, 45 7 7 7' J 7 7 Z' 6.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 -7.5 8 7 7 7 7 7 7 7 7 5 5 �5 5 9 .5 5- 5 14 12 .10 9 8 8 6 6 12 •12 12 12 15 8.5 &S. 5 7 7 7 7 7 7 5.5 4 5 5. S. 5' S 5_ 5 4 ,TQe 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5S 7 7. 7 ?. 7- 7 7 7 5 5 5 5 5 5 5 8 14 ,12 10 9 8 8 -6 6 12 .12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6,5 5 5 5 .5. 5. 5 14 12 ID 9 8 8 6 G. 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7' 7 7 5.5 5, 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 '7 7 5.5 4 3 5 .5 5 5. 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D 6 C O BNc. TILLIT TtST1141G & ENGINEERING COMPANY 6355 NX 35th, St„ Ste. 305 1RRMWA 'GARDENS; FLOFtiOA 331 Phone : (305)871-1530 . Fox : (305)87t-1531 e-moil; 171,ecoiD6oLconn EB_0006719 WALTE R A. TILLIT Jr. R.E. FLORIDA Lie, n 44167 ,��,,,'�` � a' `-�s`� a 1;1. �•� 3. CON.OR TAPCON WITH ADVANCED THREADF•ORM TECHNOLOGY ,t -- SAE i P-0INTS__S011 TAP TAPPER+ =SEEANCHOR HOSPECIFICATIONS N SHEET Q VALID ONLY POR UP TO +70. -75 PSF A.S.D DESIGN PRESSURE RATING & FOR .SPANS PER SCHEDULE #3, SHEE!. 11 j) HV BLADE ONLY FLORIDA AwSwSuAs American Shutter Systems Assocletlon, Inc. .268 Westr0a8s Drive West Palm Beach, l-L 33407 CODE (Non High Velocity Hurricane Zone 0 2017 EASTERN METAL SUPPLY, INC. nwoww 7 a a aI% 'R f TM Accordion Shutter System FIN. RAX #1 VI/ OR WHO H.V. W MW Eii.AX OLD 10-088 ?RAI ANG No 17-1qQ7 SHEET 1 :SOUTHERid PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=O.50 VS, mum SPAN {�) WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS W. & X E--3 T Fz;;�! SPRUCE PINE FIR -NORTH SPRUCE PINE FIR SOUl-H W/ MIN. G=0.43 W/ MIN. 0-0-36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGSIFLOOR 7NGMOUNT T M, N, O & R FLOOR MOUNTINGS M, N O & .RINGS W & X !_ l dlai e c erg (�#) E.PF P 1C (p } F+ 91diAnS tFF T 18M mw WE 19 1/2" MIN, COX PLYWOOD 1R NORTHFIR- MIN. 0=0.43 ILQ / kill WAIL MOUNTINGS g,0, .�yALL MOUNTINGS B.O. WALL MOUNTINGS BA. WALL Ai0UNT1INGS P c S .& V s&V S&V [t?R FB,Ii�: P SS'+c .FAQ (p fi i tWk JE E f FAT:i~, (lsf) T 11 9f PP xf PaTGr ( S2 i�fa'tl 1�69tE _-- FJ7a>"id 1 ' i • o �Y3�QI�pL]y/MOM �ii�E�iri®QQ�®����Li�©�Q���®® MINEE QQQ�i�Q M0 r...aris•it Q 3�Ba ��Qi�QQ �QQ�QQ�iQ�i QQ t��0 a�QQt:s L Q�iovQ��QQ�QQQ WAIAZWJ' ��3®®6�E!©l ����©Q���� ��iQ -- erzi C�c�r®Qve�Q - Q=01MM rA �=_=_-0 �®UNM� Q©�i�l�i'� UNISIE mame 01100 O�Qi� 6�Ji �a'QQiQ®��Qr.��Q �Q �QQIIQ�QQi • HV. BLADE OR (!� HV BLADE i�{.... �V !/iNDQ�IU BLADE 1NGRKI-MG iN UNISON* 4 SEE UMItATIONIS OF USE Fr,R BLADE iK W.1 SHEET 19 1L 1L 1Y_ 12 12 12 0, i2 t2 42 d.5 8.5 7.,' 12 12- 12 12 12 *1 9 5 12 T2 L5 9. 7-5 6.5 10_ 12 12 .12 T1, 9.5 8.5 12 12 10 8 6.5 5_5 9.5 12 12 72 td. 8.5 7 5 12 5 3:5 12 12 12 9.5 8 7 12 12 8 5 5.5 4.: 8 12 12. 11 8.5 7 6. 12 141 7..5 6 5 4 12 10 8 6.5 5.5 .12 0.5 7 5.5 4,5 4 6 12 12 9.5 7.5 6 a.S 12 9,5 6.5 5 ¢ 3 5 12. 12 8.5 7 6 4 1 9 6 5 4- 4 12 i2. 8 6.5 5 3 1.58.5]5.514,5 3.5 - # NOTES ON ANCHORS REQUIREMENTS: -W{]OQ SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOU4 WOOD SOFFIT SHALL. 13E AS FOLLOWS. 3. SUBSTRATE SHALL CONSIST OF T+ E FOLLOWING: -SOUTHERN PINE' No. 2 VI/ G=0.55 (N.D.S) 1%4¢ TAPCON ANCHORS,AS tAAN1IFACfURED BY LT.W. BUILDEX' WJ AT1NIMUM EMSEDAIENF AS !.4MCATEO AT EXCEPTION: SEE NOTE 2 'BELOiV. -0OUGLAS EACH SECTION ON SHEETS 16. ,T7. -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR .SOUTH 19/ G=Q.36 (N.0 S ) 2. ANCHORS TO HOLLQi'V CEILING SHALL BE AS PER MUNTING TYPE U, SHEET 17 AND SHALL 'CQiJS1ST 'OF -MIN, f J2' CDt PLYWOOD {1986 APA) LAG SCREWS AS PER NOS 205 SPECIFICATIONS: 4' ANCHORS SHALL BE INSTALLED FOLLOYIING ALL 'OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S IJANUFACTURER, btoll ' G � .•'a,'e`°�"•, � �r'j����C�� 02017 TICTEGO, INC. � �e••Y'��1a,��� may., ;. C�_lp O T11LCO#twSwSwAn ftar S American Shustems TILLIT TESTING a •eyx�' , G & ENGINEERING COMPANY}' 6355 N.W. 35th-st., 5te. 305, iRR,i;IfA GhRDENS. FLORDA 33.1 AstOcidfion, Inc. • ti { r l i .�;• @n 0 Phone (305)871_1530 . Fax : (345)871-1531 4268 WeStroads thrive 'o���•''•�+se.• • ''� �C,. a-mo,1: kateno�aa.com ' g Ea-000s7ls West P01n1 Beach, FL 334.D7 •'R $ & L j8$¢ WALTER A. TILLIT Jr. 1=_E. E. SE�4L% # f1`'�1RE/DATE flQRfDA lie. # 44167 CODE (Horn High Velocity Kttrriccne Zan @2017 EASTERN, t11ErpL SUPPLY; INC. Accordion Shutter System Kv MAUE #1 Wf OR W/O N,V. WNWW MAX i3.41i--- 117/27/ 1 DRAWING No 17-107 IN WALL FINISH 1/4" COTAPCON OR .0N WITH ADVANCED { T HREADFORM TECHNOLOGY W/ i ,1/2" • Min. PENETRATION OF THREADED' AREA TO EXISTING YtObU HEADER. (SEE SCHEDULE Oy SHEET 15) 1 i -17 J OR { 1 Q} �i �{11 t. . .2lfllt C EXISTING MIN, 2"x4" WOOD ; _�---�SfJ�l3ER=REQUIRED— .- ExtsnW t }may SI PAR TICN GLASS-;, TO GLASS (SM - SCHMJLEON S'1EET. 11 FOR BLADE i(�iANO 5 ON SHEET 18 FOR 9ADES 1(�i'. & (IAA BUILDINGS FnP I ITV �c HV �► I! — 9;_f10 IAICTAI I •'so.A.►rw y "0 TAPCON OR. u era nv�t�tt�u .l rTAPCON i`!lTi- ADVANCED THR.EADFORm TECHNOLOGY W/ 1 1/2' bon- PENETRATION. OF THREADED AREA TO EXISTING -` h ; f WOOD HEADV..(SEE SCHEDULE ON SHEET 15), I INN .�RRA71gd} 1/4 0-20x3/4" S.S. MACHINE C TO G:.M (SEE- ! SCREWS Vt/ 1/4'-20 NUTS LE ON SHE] 11 FOR BLADE � 1" Min_ ® 12" Q:b_ f 'ON P~`W 19 FOF EXIST ING P BLADES © & ` �• , `I. � ` j is GLASS----�' VIALL- 44- Nam,. i t5 c, t .{L P110 1 � i rTI •4 . FINISH ` I �#si i'i _ ------- k - '• i h, I - '-2 x4" WOOD HEADER REQUIRED If EXISTING -MIN- SEPARATION TO GLASS�---- GLASS- , (SEE SCHEDULE ON SHEET .11 HV VYALL14EADER EXISTING ANSTALLATION GLASS j 2"x4" CONT-? MIN. SEPARATION T4 rj ASS +(SEE SCHEDULE ON SHEET 11) I 1.006 PLATE ( REO'D. I ' YlALL FINISH 1i i Ii! ON STALLATION MIN. SEPARATON TO GLASS t .EXISTING (SEE SCHEDULE ON SHEET 11) 2"x4" CONT_/ WOOD PLATE REQ'D_ I I • Y' ; '- ` ' .� - � i%40 TAPCON OR TAPCON WITH ADVANCED —'THREADFORri. TECHNOLOGY Wf 1 1/2' Min. PENErRAnoN OF THREADED AREA- TO i i 1 EXISTING tvOOD HEADER. +' (SEE SCHEDULE ON- SHEET 15) 2^x4" C014T_ SILL PLATE REQZ. 9 00 NV WALL SILL INSTALLATIION i . MIN, SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET -11) , EXISTING x o GLASS-- 4 f ' o 20x3/4' S.S. \ MACHIN t E SCREWS fit S G USING 1/4"-2G NUTS 12' 'O.C. OR.(H i. OR � Min, 1/4'0 TAPCON OR'TAPCON WITH ADVANCED l 2'x4" CONT. THRFADFORtl. TECHNOLOG'j, W/ 1 1/2" t/4"0 TAPCON OR T SILL PLATE i 1 I -in. PENETRATION Or THREADED AREA TO TAPGON Wfrki ADVAwCED REQ'D_ > EXISTiNG.4'JpOD HEADER. 1-SEE SHEET 4 FOR T PiCAl (SEE SCHEDULE ON SHEET 15) THREADFORh4 TECHNOLOGY `~HOTTER ASSDJSLY. YI/ 1/2' MITI. PENETRATION OF 2-1�IOUNTIhG SECTIONS CAN 8E s 1 - � WALL FINISH. THREADED AREA INTO PLYWOOD CO h1BINL, IN ANY WAY TO (SEE SCHEDULE Oro SHEET 15) SUIT ANY INSTALLATION. (R�) HV MAIL SILL INSTALLATION WTH SECTION 2308 OF THE F9.C_ SECTION 23081OF THE �� (�HY WALL. SILL INSTALLATION F.G.C. ®HV WALL SIL INSTALLATiOI�I o SEE LIMA OF use of -�, 1/4"0-20x3/4" S-S. h'ACHINE SCREi`/S W 1/4"-20 NUTS @ 1L` OR t• 1 P.: -TAPCON OR TAPCON VVITH ADV1ANCE0 k �I THREADFORPd TECHNOLOG)' 4 Min_ PENETRATION OF THREADED AREA INTO PL(iJOOD \ 1 (SEE SCHEDULE ON SHEET 151 4 ' + EXISTING' LAIN_ 2"x4" 1/2 }�1N. CDX� PLY„rOGG i2E0'D_ i -1/2" MIN. COX PLY4.1003J R5Q'D. SPUDS 0 16' O.C. MAX.REQ'D. PLYWOOD TO BE WALL I ``EXISTING MIN. 2"x4" STUDS a 16° O_C_ MAX. REQ'0. A, IACHED TO STUBS IN P1.:fWOOD'T6 BE ATTACHED TO STUDS tN ACCORDANCE ACCORLIANCE YTTH . " RE. Q2017 TJLTECO, INC.. C INC. TIUJT TESTING & ENGINEEfZING COMPANY 055 tS.l'i. Wth. St.. Ste. 305; MRG-,MA OAAOENS. ho;ZOA 33 Phone : (305)87.1-1530 , Fox ; (SG5)871-t531 &- na l: tlitec000d-corn ES-0006719 WALTER A. TIU.IT Jr. P.E. FLORIDA Lic. f 44t67 EI.P.CJE �'ON SHEET Ce n nnrn. A.SuS.A. American Shutter Systems Association, Inc.. 4268 Westroods Drive Vest Palm Beach, FL 33407 CODE (Ron High Velocity Hurricane Zon 02017 EASTERiw MU& SUPPLY, INC_ 13E.T�IA HiVTIt Accordion Shiner System RV, RAM #1 W/ OR W/0 N.V: 1MMX�If .8l�4DE 1 OLD 15-085 7/27/1 DATE 07/27/1• 2 3 DPAWING NO. 4 17--14% ai�rrrurtr: AEl1CUltII V ON DETAILS CAN EXISTI46 WOOD -BUItDiNGS FOR I H-� R& HV 4_BLADES CAS_APPL bAV CLLl1 LT7•rb e-M A ►i 1 . �� /_MALL FINISH f 1 /4"4 TAPCON OR j TAPCOO @JITH ADVANCED i T1-iREADFORN TECHNOLOGY I Vt/ 1 1/2" Min- PENETRATION OF THREADED AREA TO. EXISTING VIOOD HEADER. f (SEE SCHEDULE ON SHEET 15) F N r �-OPTIONAL I EXISTING HEADER REQ°O GLASS MIN. SEPARATION TO GLASS L.. (SE} SCHEDULE 'ON SHEET 11 4"x8" (Min_) EXISTING WOOD 8F1Uf REQUIRED. 1 /4`0=20X3/4' S.S. STRUCTURAL ADEQUACY - _ t" PHILLIPS TRUSS HEAD OF EXISTING WOOD BEAM To -at CERTIFIED BY I Min. MACHINE SCREW$ N/ 1 /4= -20 WUTS REGISTERED ENGINEER OF O 12" O.C. ARCHITECT PRIOR TO SHUTTER INSTA.LuTjo, _ fi oR 15 1 /4 0 TAPCON OR rAPCON 1VITH ADVANCED 257' THREADFORM TECHNOLOGY Max. W/ .1 1/2" Min.. PENETRAMW OF THREADED AREA TO I EXISTING MOOD HEADER. (SEE SCHEDULE ON SHEEP 15) BY. WiLALL HEADER INSTALLATION E SE( SHEET 4 fAR WPIC•AL SHUFTFR ASSEMSCr 2-MOJNTI\G SECTION$ .CAN BE COMBINED IN ANY YfAY TO SIJT ANY INSFALIATION- MIN. SEPARATION TO GLOSS (SEE SCHEDULE ON SHEET 11 N EXISTING GLASS---�,' f WALL - FINISH. i II 1-•=-� L11� T. It 2 x4" CONT -SILL : PLATE i.• RE(}'U. s �. 1 /4'". Max. L O G 1/4'0 TAPCON OR Min. � P.I•I1LIlPS. TRUSS HEAD' TAPCON WITH ADVANCED MACHINE SCREWS i \ THRtADFOP.M TECHNOLOGY Vl/ 1/4"-20 NUTS 4Y/ 1 1/2" Mir,_ PENETRATION0 72" O.C. 1 OF THREADED AREA To EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SEE LIMITAF N HV WALL SILL_ INSTALLATION 1/2 #14x3/4" 1- E' S.bI.S. t e s" O.C. or 13 or 15 OPEN }HOLE AT EACH---f EXISTING STUD TO ACCEPT GLASS a S/16`0 {AG SCREW AT CENTER OF TUBE. h°.a`7. SEPF,Ft4Ttty Ii� -� s I TO OASS (Sm , : ' ExtSRNG rnN .s rgatl a T SCHM= ON 9=EEL7 !lf cv. GLASS-�--' TG C�A�S {SEE I MRE S�pTaT SCTC LE 0, ON S� 19 fm Q QR �. ; 11 FOR RARE Lim E � S Q I CN Ste• 19 Fa,- siADEMST,,Y.0 I 9_HV A;LILIN INSTALLATION --EO�'• EQ-- FEQ.�EQ r rl. ii hm. SEPiFA TO OASS (! MiMifEE 0,; EXISTING 11 FQR &-QE GLASS``•.• 1 V11 ,Z•Eu is DADM ALTERMTE ANCHOR 'LOCATION " it 3/'8 Gt 2"x6' MIN. CVOOD DECI< REQUIRED (tvO FINISH ALLOVIED) _i ----' EDGE OF DECK IF APPLICABLE 1/4'4 TAPCON OR TAPCON V'1ITH ADVANCED THREADrORNl=' TECHNOLOGY 19/ 1 1/2" .Min. PENETRATION OF THREADED AREA TO EXISTING, WOOD .jfFADER. (SEE SCH-,-DllLE ON SHEET 15) > 9 US FOR �; HIl FLOOR INSTALLATION f, J_'•.d? q 02017 TLLTFCO. INC, • Ax C 0 � o r t11QC.. >� ?• TiLLIT TESTING a4t ENGINEERING COMPANY a � • �° •a"fi i ^ ¢r,' 6355 ttYY. 36f1(. 5L, Ste. 305, VIRGMA GARDENS.. FLORIDA 33 •�.4' Phbne : (365)87171530 . Fox : (305)871-153t, ;• e-mail. 's a�s oo pa"` EB-GOlSB719. ,.a WALTER A fur dr. P.E. P.E. SEAL%SIGfV�4T�URF/F)ATF FLORNA L;c. tr 44167 u (IF APPLICABLE) - EXISTIN$ WOOD -` TRUSSES OR RARER 0 24" Ot. REQUIRED EXISTING SOFFIT - j-- 3/4" Max. THK. V-4"x:/8" CONT: ALUM. TUBE (6063-T6 ALLOY) W/ Or 13 Or 15 (3)5/16"o LAG SCREWS TO EACH RAFTER OR TRUSS: — LOCATE -=-SC . EYES Al t4PIV I)TH OF EXISTING WOOD MEMBER- Q" -Min. NOMMIAL 'i :VIDTH) VI/ 2" Mir}. PENETRATION OF. THREADED AREA VAUD ,FOR INSTAL_ATIONS WITH "Zps1 MAX.' A.S.D.. DESIGN LOAD ANC � 9a-6" MAX. SPAN. THIS tNSFAt AT1Otd IS ONLY VAUD FOR WOOD W/ LiIN. SPECIFIC GRAVITY OF 0.50 AS DOUGtAS - n O � f ,,O FIR OR SOUTHERN PINE No. <, LJ L' 9r OR EQUAL: 1 OR (Rg- x � A11N. { f • SEPARATION { 3 T�TO .GLASS (SEE SCHEDULE `11 ION SHEET it) 4 g10x3/4" HEX CLASS-� ` WASHER Ft1 A1) TEK I � � � 2"x6" MIN. WOO SCRE11S ® 12" ox I DECK REQUIRED r (NO FINISH EDGE ALLOYlED) 1�- -`--- OF - - - DECK IF - -� - 4 - EDGE OF DECK ------ - APPLICABLE -- -� �_- IF APPLICABLE ` -- 1/4"0 TAPCON -OR TAPCON. WITH ADVANCED 2" MIN j THREADFORM TECHNOLOGY w/ 1 1/2" Min, PENETRATION OF THREADED , AREA TO EXISTING MOOT HEADER. (SEE --- ---r SCHEDULE ON SHEET f 5) HV WALK —OVER INSrALL�TtaN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) O 2017 EASTERN METAL SUI?PLY, INC. AwSuS.A. Amedean Shutter Systems ssoctdtlops Irtc. 42E8 Westroads Drive West PCII'm Beadh, 'FL 33407 Room" ■ "H "V Tm .A.eeord on Shutter System Ry. &AM #1 W/ OR W/4 RV WWW gib AWIN'y No 17-107 QH R&WINDOW BLADE INTO 2.45 x4's MIN- WOOD STUDS F2iN. WOOD SiuDs K010. IAN. iMOD wow STUDS' IACO TAPCON F REO'D. ViCHOR 9 6- O.C. MIN. ly wwo STUDS- f STUDS DR' W/ via Rtll I / (S AFFJ"SLE) EXWWG CIASS� 70 1/2- COX PLywop IF NO V=STUDS EXST. EXSM, GLSSFe V, F EQ ��W CLASS Ex 1/2- WN. CDR I SMARUMN emidga-- TO GL45S (---t 1/2--min..Cox 10 Q'M PLY"Now, SaiMULE 40M Spfff 111151W fAU. Sti-MmE o" SHE; SEF'IwfvA 11 FCR ELAX 0AW r- It FOR S : TO MASS (E-Z -Ab- Cox (eft-63-T16) Cola. 1/2- Mill. CDY IS W 11qiMT TO GLASS (SM i AWN; CLOSM 11L SC�� ON MADES PLYMPM. MArES11>& 11 FOR ELADF ONO PLATE (LOCATE 1/2 L- 'ArO L/4", WAt ON &�EET IS FOR I SA SLAM T, x '2 1 ..K. AT MEA:SZE MIN- all 9im to MR &M.S. 4 ale P.C. 2* MU. COO-% kLG�) AT XM?MG?.T LM-CLiP AUM < C41-j 1 (71 N' (2) 1ro TA?='T AkicizflTo I OR WAU At t' DLQ fLOZATE AT. -TAJL X Top W ME CFTj) SEE Vc m.2 $113i: NJFE=i4 I OR OR f&:6 07 08-@0'-f_2§ 09� S---- VEIKIL Y FOP slot UC-201� -j TU TPACKS v VsrCkSTOTM@ -END CO NEC110H DETAIL -END -CONK-00-NDETAI END CONNECTION D£TAirt. 9j F-80 CONN 'CTION 11 C GLASS • MAM6 ONLY FoR SPANS G1';TAXR THAN IV- Vx4" MM WOOD -1/410 T,*CqZ A:,--KORS STUDS n-0103 W� 2 1/2- h9j. TAPCON A=KaS� 110x1/2"'SV.S. DasnNG G -%V/ I I;; W-4. CIG O.C. LASS�-� FF A, UIEMMN 0 12'AD.C. 6 12- D.C. TO QA�-b I�SM ON 4, TO GLASS (-qr 1 11 MR ETAXT-Am 'SEE UWFATIONS OF USE FOR BiAOE (DA ON SHEET 19 M IS FOR 1: FCR RIM 4DAtO C4 SEE ATI j3t LIZ C -ADE A Y. ON ViFl:t Is Ew aw col -yx 01 I1R Cl,'OR cr, WALL 0-4). co"C-A-- TOO ViAll. •Mfi-tf :exe Mia WOOD fg C14 C kC5 YJfVL Y S%lbs ?7- PLAN ). ,fS- . -Ca- 0, aw - 08 - IC-91 CS-- rmn P^kIJjrf-Tf^K1 nrT 4-411 Ell L- I DETAIL A7i 026117 111-TECO, INC, FLORIDA BUILDI CODE (Nan High VelocilLy Hurricane ZC)n 2017 EkSTERR METAL SUPPLY, INC. BE TM A,aS■S.A. Accordion Shutter System TILLIT TESTINO & ENGINEt RiNG COMPANY American Shuffer SyOems H.V. IKADE #1 W/ �oR w/o �I.V. WNDCYW ELADE FtEV. NC DESCRIPTION DAZE '061 6355 NAV. 36th,.St., Ste. 305, VfkGiFi;LA GARD-rig, FLM DA ;�3ta� Phone (305)871-1530 ..Fox : (3CIS)871-15:5f Assoplako*n, Inc. 4268 Weptroads bGWve I OLD 15- 5 07/27/ 1 � DRAWN 6Y: LC. DATE 07/27/17 e-mcg. tilteco@ool.com West Palm Beach, FL 33407 2 .3 -4 DRAWING No AL WALIVR A. TiLur Jr.P.E. 17-107 P.E. SEAL /SIGNATURE/DKF FLORbA Uc. # 44167 SHEET TYP. EA_ END MAX. 5 WINDOWS •Z ALLOWED W1 HV � VANDOV.1 BLADE 1A w s 0 SEE - END CONNECTION DETAILS, DIN SHEETS . 10 & 113 TYP.. FULL HEIGHT. i M l a a s e e ;^ `(SEE PLAN FOR REOUIREM.13NTS) }I> TYP TOP & BOTTOM ) � D U7 ! GLASS ELEVATION MIN, SWARoMON -ra GLAss r-CEXISTING - Sri SCHEDULE ON SHEET 11 FOR BLADE' V ------------------- ---- rND ON THIS SHEET POOR TYP. loop Cam' TYP. SYMMETRICAL CENTERMATES .�D, :(g: W/ �24` OR Q AND i'Z'E.���i t` (SEE NQTE 4 ABOVE) ^- PLAN 4C4RW. r P.E. SEAL/SIGNATURE/DATE -52017 TiLTECO. INC. IL ECOmc. TILI.IT TESTING & ENGINEERING IrOMFANY 6355 H.w. 36th, 51.. $te. Z05. Y(R61Nt4 GARDENS, FLCRMA 331 Phone (305)871-1530 . FOX (05)871-T531 e-ma;l: ' iTlteco�aoi.00m ES-0006719 WALTER A. TILLTT Jr_ P.E. FLORIDA tic. R A4167 1, MAX. A.S.D. DESIGN PRESSURE WNG: +110. 2. W. SHUTTER SPAN: 96" 3. ALLOWED MOUNTINGS: A. D, G & H ON ,SHEETS S. 7; AS WELL AS "OUNTINGS M, 6. T. U &. W ON SHEETS 166 -& 177.. ONLY ¢ ARRANGED A �E AtOR 0 POSfIV6R1AYOl(f. I 1 CAST: OF WITH POSING YOUT. g_ MUST 'BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF MAAiE CEN . 5. '(A) HV W1NDO + BLADE (S SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"¢ HOLES) FOR ® 'PER -BLADE AT SPACINGS SHOWN ON SHEET 4. (a) uIN- CLEARANCE 1 TOP OR BOTTOM EDGE OF HV IANDOVl BLADE 1�j1 OF ANY 3'0 HOLE FOR, k& SHALL BE 12". (C) FIRST OR LPT, BLADE COMING OUT FROM STARTERS A7.ENDS MAY se HV WINDOW BLADE 1 (D) HV WINDOW 01LADE'11N MUST BE USED ALTERNATE TO A SOLID HV BLADEO THROUGHOUT 5HUTTEWS WIDTH. (E) C RMATES SHALL ALWAYS BE INSTALLED ADJACENT 70 A SOLID HV BIJIGEWAT.ETTHER SIDE OF THEM, (F) POLYCARBO ATE HV WINDOW SHALL BE fNSTALLED' _O TtW TABS FACE THE INTERIOR. OF' THE OPENING BEING PROTECTED. HV VITNY]OWMUST BE ONLY' INSTALLED AND 'LOCKED USING' A LTV SETTING TOOL PROVIDED BY ASSA, TNG 6. SEE ANCHOR $PACING 'SCHEDULE FOR INSTALLATIONS' INTO WOOD FRAI.IE BUILDINGS ON 'SHEET 15. AS LIMITED. BY SPAN AND DESIGN LOAD (SEE NOTES' 1 & 2 A$QVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTD POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 AI30VE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: ffAND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6,25" Q CENTER: (SEE NOTE-A-ADD-W r FLORIDA BUILDING CODE (Non High Vefocity Hurricane Zone AwSwSwAffil Amertcan ShUtfer Systems Assoaction, Inc, 4268 Westroads DT1ve West Palm $each, FL S3407 O 2017 EASTERN META! SUABLY; INC. aff0 " ■ "A% " V TM Accordion Shutter System KV. RME #1 W/ OR W/O H V 1NtM> w aAX I I 1 OLD 15-085 7/271fi DATE:. 07/27/17 AWING No f 7—.107 6% 1 i/z x 0.635" THICK -{ ttFn VARIES - Min. ASTh4 A-653 GRADE 40 !Ain. G-60 GRAMSTEELI �2" Max. t L4ETAL SWDS AT 16' O.C. ;a - . o: C, / .1 3/4'x 6 1 /4 z 0.035' THICK kin. i 43e 3a o CONT, C-A'LV. STEEL. TRACK CFG1MEL. 4, p &" O.C: - 0 8" Q.C. ASTM A-653 GRADE 40 Min. G-6o i ^-- GALVANIZED FASTE14ED TO STUDS S W/ (?) #6x1/2' TEK-5CRE1-jS ON i 'EXISTING F1MSH 9 INTERSOR. 4 EX EMOR. FACE LAS APPLICABLE I EXISTING GLASS M1N. SEPARATION TO GLASS -(SEE SCHEDULE) r 1 3/4'x 6 1/4`x 0A35" THICK Min. i EXISTING MjISFl CONT. CAM STEEL_ TRACK CHANNEL_ AS APPLICABLE ASTM 'A--65 3 GRADE 40 Mir,. G-60 t EXTERfOR FACE --- ► t �- � i � � 0 I s j 6" O.C, -tj 6"x i 1/2 " 0.035" THICK Min- ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL ASETAL STUDS AT 16" O.C. 1 /4" HYA .475" "ENERAI_ LIMITATIONS AND CONDITIONS -OFF USr- X TOM- R.�iA �HV BLADE ACCORDION SHUTTEP -i SYSTFM INSTALLATION TO METAL STUD WALLS z j . MAX. A.S.D. DESIGN PRESSURE RATING: 4-75, — 75 (psf) 2. MAX. SHUTTER `SPAN_ 64" w 3- ALLOWED MOUNTING; M5 ON THIS SHEET.. v,. 4. ONLY. ENTERMAT-E. 21 W/ 24 HV LOCK ARE ALLOWED co WITH 21. ARRANGED A SY METRICAL LAYOUT. I( USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS 8E �! I INCLUDED AT XTERIQR''OR INTERIQR ACCESS SIRE OF GENTERMATE. BLADE SLACK DETAIL NVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE O MS WALL HEADER /SILL INSTALLATION 1/2" (Tyn•) 7" .HV8 BLADE SLACK DETAIL HVF i a p P.E. ff1ft1A7WYDATfE HVC 02017 TILTECO, INC. ICE eO INC_ TILLIT TESTING & ENGINEERING COMPANY 6355 t1X 36th,.5t Ste, 305, MRGI§M GARDENS, FLORbA 33 Phone : (30*571-}530 . Fox : (305)971-1531 e-mail: tilteco9eot.com EB-0006719- WALTER A. TILLrt Jr. P.E. FLOR!DA tic. $ 44167 -; 2.000" Max. { s ..083" v�oi � "® NQ 1i L AL@!i►tL NUM SLEEVE 6063—T5 ALLOY SEPAi ATlON T{) GLASS SCHE ULE 3.000" N Max WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 T.HRU. 3. 1 " L_ 4 ��= k AISIING FINISH AS APPLICAELE (TYP. TOP & 801101,1) 4.3e . LENGTH 43 i 14"O-20X3" BOLT MUST PENETRATE @c 1" °-1.373" { 050" - - m `i/4"o-20 THREADS @Dc 1/'4 " 0 ELCO CONSTRUCTIO �Ronucr� I•A�:-�Iti� �n COMPONENTS SCALE: 1, 1 3/4 z ii 1/4"x 0.035" THICK PAin. CONT_ GALV. STEEL TRACK CHAINNEL, ASTM A-653 GRADE 40 Min. G�60 GALVAN:ZED FASTEmED TO STUDS W/ (2) gxt/2" 7Ek scREVr, ON 114MP.IOR & EXTERIOR FACE FrV HEADER/Si EMPS V1EV4f i SIDE CONNECTION TO TRACK BUILDING CODE (ton High Velocity H1lrricor ©-2017 EASTERN METAL SUPPLY, !NC_ A.S.Sn's American Shutter Systems Association, Inc. 4268 Westroods Drive West Palrn Beach-, FL 33407 —'mow ■■■=ww NR>wTM Accordion Shutter System H.V. '&AM #1 W/ OR W/O KY. W9Ni3W BLADE il 3 DRAWING No 4 1 •/ --107 .5 SHEET