Loading...
HomeMy WebLinkAboutEngineering ILECO TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLU,M,P.E. PRODUCT' EVALUATION REPORT FL tRE=ft1-4C401M67 FL E.E.License Na 0006719 L 1, LC REPORTINO.: 15-0413.07 JUN .0 3 ,2(qE; DATE: April 13, 2015 P E F! I SL Luci( CCL1n- PRODUCT CATEGORY: Hurricane Shutters fa 4'- v PRODUCT SUB-CATEGORY: Roll-Up Shutters ( Vt� U PRODUCT NAME: 40mm End Retention Slat Bertha Roll Up Hurricane Shutter SUBMITTED BY: American Shutter Systems Association, Inc 4268 West Roads Drive West Palm Beach, FL.33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida* Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.): Revised Drawing No. 15-090, titied."40mm End Retentio'9#91*641itaha Roll Up Hurricane Shutter", sheets I thru 29 of 29, prepay ea Ao*c 'c•.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0 g is an integral part of this Evaluation Report. J-7 % -o��' ••••. IDN 6355 N.W. 36th Stree�Suite 305,Miami, Florida 33166-Phone: - -. .- -.0 (.3 03TB1-1531 PRODUCT EVALUATION'REPORT NO.15-0413.07 2 2.2.TEST REPORTS: Large missile impact and cyclic loading under ASTM E-1996 and E-1886 Standards, and TAS 201 and 203 Protocols, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with ASTM E 330, and per Protocol TAS 202 of the Florida Building Code. Test Reports prepared. by American Test Lab of South Florida, Report No. 0730.01-13, signed and sealed by Stephen W. Warter, P.E. dated 01/21/14, with addendum #1 dated 8/5/14, signed and sealed by Mr. Stephen W. Warter, P.E. Report No. 0612.01- 14, signed and sealed by Mr. Stephen W. Warter, P.E., dated 6/24/14, and new Report # 0530.01-14, dated 7/13/14, signed and sealed by Mr. Stephen W. Waiter, P.E. Impact Test of Mullions per TAS 201, per American Test Lab of South Florida, Report No. 0404.01-08, signed and sealed by Henry Hattem, P.E., dated 04/04/08. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On "40mm End Retention Slat Bertha Roll Up Hurricane Shutter" for shutter span vs. design wind load, as well as anchor spacing vs. design wind load and shutter span including mullions, based on rational and comparative analysis, and in accordance with sections 1604 and 2002 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 02120/14, 06/25/14 and 7/15/14 signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1996 and E-1886 Standards with missile level D (basic protection) and per TAS 201 High Velocity Hurricane Zones Protocol, per Section 1626 of the Florida Building Code. 4. WIND LOADS RESISTANCE: "40mm End Retention Slat Bertha Roll Up Hurricane Shutter" has been verified to sustain wind pressures corresponding to wind zones 1 thru 4, per ASTM E-1996 Standard. Slat Span shall be as indicated on sheets 17, 18 and 19 of Product Evaluation Document (P.E.D.), drawing No. 15-090. Maximum Anchor Spacing shall be as indicated on sheets 20 thru 23 of Product Evaluation Document (P.E.D.), drawing No. 15-090. Mullion span shall be as indicated on sheets 24 thru 29 of Product Evaluation Document(P.E.D.), dfr�rgtp,•15-090. ll 110 k 5. INSTALLATION: `' �' ••' Shall be strictly performed in accordance with the d4ils,1'di ell �•set&5 and 7 thm 15 of Product Evaluation Document (F)1D.)? dfjuM 14-098. •. r, • ONAL.t77,,. PRODUCT EVALUATION REPORT NO.15-0413.07 3 Minimum separation to glass shall be as indicated on sheets 17 thea 19 of Product Evaluation Document(P.E.D.), drawing No. 15-090. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 3 and 4.6f Product Evaluation Document(P.E.D.), drawing No. 15.090. Anchor specifications shall be as indicated on sheets 1, 12 thru 15 of Product Evaluation Document(P.E.D.), drawing No. 15-090. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1 and 7 thru 12, indicated on sheet 1, Product Evaluation Document(P.E.D.), drawing No. 15-090 prepared by Tilteco, Inc. and signed and sealed by Walter A.Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, grouted filled concrete block, and wood frame structures, as limited and defined on Product Evaluation Document No. 15-090. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc.(Florida EB-0006719). i No. 44167 MA GENERAL NOTES:(SEE INDEX OF SHEETS ON SHEET 2) ANQiM NOTM 1 NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 1. BERTHA ROLL.-UP HURRICANE SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HASBEEN VERIFIED FOR COMPLIANCE N 23 EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. ACCORDANCE WITH THE 2014(ft EDITION)OF THE FLORIDA BUILDING CODE DeS pRODUCT MAY BE INSTALLED AT ZONES OUT OF THE HIGH 3 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHDR'S VELOCITY HURRICANE ZONES. MANUFACTURER. DESIGN NAND LOADS SMALL BE DETERMINED AS PER SECTION 1800 OF THE ABOVE MENTIONED CODE.USING ASCE 7-10 AND SMALL NOT EXCEED THE MA)®NM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7,17 THRU 20. 6.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 12 THRU 15. ORDER TO VERFY THE ABOVE OOTDIDON,LL7111L11E DESIGN WIND EAAOB DETERAONED PER ASCE 7-10 SHALL BE FIRST REDUCED TO UMIAK BOLT 7Z F]D'ANSKIN ANCHOR MANUFACTURED BY HILT1,PIC. ASD.D�90N WIND WADS By 41L7PLYN0 71EIA BY O.0 N ORDER 70 WMIPARE 71ESE W/YAK.(p M)DMIGN PTESSU E RUM -KWlK HUS-H SCREW ANCHOR ANCHOR MANUFACTURED BY HIBy INC. NOICAIED ON SHEETS 7.17 111811?Ji. -WEDGE-BOLT ANCHOR MMUFALTURED BY POWER FASIEIIERS,INC IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS 7FSIm,WERE NOT OVER STRESSED.A 3371 INCREASE IN MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENITONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE NJDWABLE STRESS FOR WIND LOADS WAS H E USED M THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE W0D1 N.Da 2012 MOJDONED_SHEETS.EDGE DISTANCE AND EMBEDMFNIS ARE BEYOND ANY FINISH MATERIAL. BEEN VERIFIED N HACCO MME EWITH SECTunries ION 11609.QUACY 1.or THE IMPACT ABOVE MENTIONED ic CODDE ROPER. �AND FATIGUE RESISTANCE FT0.S - EMBEDMENT O 1007E -AMERICAN TESTING LAB OF SOUTH FLORIDA REPORTS/073MOI-13 WITH ADDENDUM}1, DATED 8/5/14,0904.01-08, ANCHOR SPACING O 1003 EDGE DISTANCE O 100% CONCRETE CONCRETE B 0612.01-14,0530.01-14 WITH ADDENDUM/1, DATED 10/12/14,0917.01-14&1211.01-14. 3/4'0 KWIK BOLT TZ 27- 9• 4 3/4"(3000 psi) NOT ALLOWED Z ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIA71ON 6083-T6 ALLOY Ak TEMPER(UNLESS OTHERWISE NOTED). 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2- 3 1/4"(3000 pal) NOT ALLOW& 3.ALL SELF DRILL SCREWS(EXCEPT COMPONENT®)TO BE CORROSION RESISTANT STEEL AS PER DIN 50018 AND SHALL COMPLY W/ 3/80 KWIK BOLT TZ 6' 43/8- 2"(X000 NOT ALLOW�f9�1.,'D FLORIDA BUILDING CODE SECTION 2411.3.3.4.TER SCREWS SHALL BE AS MANUFACTURED BY ITN/BUILDER.ALL SCREWS SHALL BE HEX HD 3/BV KWIK MUS-H SCREW 4' S. 2-(3000 pal NOT ALL��O�^L�, HWH. 1/Z.. WE KAK ITIS-13OLT OR OED6E 46/2- 461/2' 2 132"(3000 psi) NOT AL1.0wff (3000 Pel) NOT ALLOWED 4. BOLTS TO BE ASTM A-307,GALVANIZED OR ASI 304 OR 316 SERIES STAINLESS STETS WITH 35 kai MINIMUM YIELD STRENGTH. 5 8'/ KWIK HUS-H SCREW 7 1 2' 7 1 2' 2 1 2' 3000 1 NOT 5.ANCHORS TO WALL FOR®LA®SIDE RAILS SHALL BE AS FOLLOWS:SEF NOTE 8 FAR SUBSTRATE LIYTATIONS. 7.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EOGFS WHICH REMAIN IN CONTINUOUS CW*F END RETENTION SYSTEM STATS WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. SLOSTIVITE de B.IT SHALL BG E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT mpg POUREDCONCRETE BE ATTACHED TO INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,GROUT FILLED C ( ) CONCRETE BLOCK OR WOOD FRAME BUILDINGS SEE SHEETS 7 THRU 13 FOR LIMITATIONS FOR SUBSTRATE ANCHOR TYPE R VANIIFACTURER ANCHOR TYPEt 3/8'4 WEDGE BOLT/ 511W Y S/Iro RlpE1t 9.PRODUCTS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING POWER FASTENERS.RIC ITN (LDDC ROM4R FAS1�61C 6//1 F 1 4�rf IX REGULATIONS PROVIDED BY THE JURISD=ON WHERE PERMT IS APPLIED TO. MIN. YN. 1W. LWT. YIN. MK YIN. YIN, YIN, MN. M6R. kML MIN MIN, 10. PRODUCT-UFnNG MECHANISM NOT PART OF THIS APPROVAL EA. ElYBFD. fa E0. pIF#D. fn E0. EMBED. fo E.D. EMBED. fo ED. f718E0. 11. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 1/2"3 1/Y 3 W 1/2 2 1/4' 3 kd 6/18 2 1/2' 3 kit 3 1/6' 2" 33 kal 2 1/4" 2 3/4" PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. �k THIS ANgWR SHALL NOT BE USED W SLAT (b) CONTRACTOR BASE RESPONSIBLE FOR THE SELECI D ON THIS PZO..PROVIDED HE/SHE NDOES NOT DEVIATE PROM THE COSTALLATION NDITIONS DETAILED ON THIS OING LIFE SAFETY OF ISiiS S1I8SItM GROUIFD CANMITE B� DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (ASTM C-90) (n)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. ANCHOR TYPE O:YAA471CP ER (d)SITE SPECIFIC PROJECTS SHAW.BE PREPARED BY A REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE 3/8'0 KBAN HUS Bal' 5/16v-r /18'0 TAPPER+MREME/ 6/18'�WraCaN/ * ENGINEER OF RECORD (EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE p.E�,E,,.D. 1LL7t.INC. FrIN M114R l9SIfNF36.PLC. ETl•A GOtLST.Pit0011C13 ENGNEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER. SHALL SUSLUT TO THIS LATTER INE "'E MN. MAN. MIN. ANL MN. MIR. MIN. MIN. SITE SPECIFIC DRAWINGS FOR REVIEW. ED. EMBED. I E.D. EMEI .• ..ED. EMBED. •ED. EMSM. (e)ORIGINAL P.E.D. SHALL BEAR THE*DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECO%PRO 4" 3 1/4' 4' 2 1/4' 4" 2 1/2- 2 1/2' 2 1/4- THAT PREPARED R. 12. SHUTTER MANUFACTURER'S LABEL SHALT.BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT *THIS ANCHOR SHALL NOT BE USED W/SLAT © ` I CCORDANCE WITH SECTION 1710.0.3 OF FUDRDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.NO. 11915 DRAIMIMKI SHALL ONLY BE USED 70 `````�" AT'0 COMPLY WITH SECTION 1710.62 OF THE FLORIDA BUILDING CODE OBTAIN PERMITS IN 7liEE OF iD ENDuI vCENFLORIDA BUILDING CODE (Non High Velocity Hurricane 2%r* e) No.44167 = 02015 1ILTM W- 40mm ER SLAT BERTHA ROLL.-UP M, M L * HURRICANE SHUTTER pasty ='O• Q s I�LEC O INC. AMERICAN SHUTTER SYSTEMS ASSOC..INC. 'lea TEs TUJR 71'1iN10 t 0001IM 010 CMWAW 42M WO RMN9 OWE .,.� �ii arty a4 O a -� 6,m4 n o,r WSr PAW 6tAOL FL J.1 W7 9 G\\���� vi..,paaJ Plnrc(�noazm Tw (sa1)mo esm 1:5-�9[9 �� o-moA:YhaoOaolewn OT u;i N TB•-0ODe119 - aoo.m, a„[ amr tas,n on< ` WAL7DI A:Ile.A,w.P.L a . r aiAnA 44rs11 4aae r 101- SHEET # INDEX OF SHEETS DESCRIPTION 1 GENERAL NOTES AND ANCHORS SPECIFICATIONS- 2 INDEX OF SHEETS 3 COMPONENTS 4 BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAILS 5 ELEVATIONS FOR INSTALLATION INTO CONCRETE AND GROUTED CONCRETE BLOCK 6 Vx & Vy FORCES SCHEDULES FOR SLATS10&03 7 INSTALLATION INTO WOOD FRAME STRUCTURES W/ SLATS(1),&0 & SLAT SCREW 11 8 INSTALLATION INTO WOOD FRAME STRUCTURES W/ SLATS10&Q & SLAT SCREW 1 i SECTIONS D, E, D', E' 9 VERTICAL SECTIONS A. B. C FOR SLAT D 10 VERTICAL SECTIONS A', B', C' FOR SLAT30 11 SIDE RAIL CONNECTIONS INTO EXISTING POURED CONCRETE OR GROUTED CONCRETE BLOCK & INTO MULLIONS 12 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION FOR ALL LOADS & SPANS 13 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION W/ LOADS & SPANS LIMITATIONS 14 END & INTERIOR WALL MOUNTED MULLION INSTALLATION FOR ALL LOADS & SPANS 15 END & INTERIOR WALL MOUNTED MULLION INSTALLATION W/ LOADS & SPANS LIMITATIONS 16 MANDATORY PROCEDURE TO VERIFY PRODUCT CODE COMPLIANCE FOR INSTALLATION INTO CONCRETE OR GROUTED CONCRETE BLOCK 17 SLAT10 PERFORMANCE CHART FOR INSTALLATION INTO CONCRETE 18 SLAT(1)PERFORMANCE CHART FOR INSTALLATION INTO GROUTED CONCRETE BLOCK 19 SLAT 03 PERFORMANCE CHART FOR INSTALLATION INTO CONCRETE & GROUTED CONCRETE BLOCK 20 SLAT(!)ANCHORS SCHEDULES INTO POURED CONCRETE, SCHEDULE Ila 21 SLAT D ANCHORS SCHEDULES INTO GROUTED BLOCK WALL, SCHEDULE Ilb 22 SLAT Q ANCHORS SCHEDULES INTO POURED CONCRETE, SCHEDULE Ila 23 SLAT 03 ANCHORS SCHEDULES INTO GROUTED BLOCK WALL, SCHEDULE Ilb 24 SLAT10 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES 1a & 2a 25 SLAT D MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES 1c & 2c. 26 SLAT 1 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES lb & 2b 27 SLAT 1 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES -1 b' & 2b' 28 SLAT(3)MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES 1a, 2a, 1c & 2c 29 SLAT 03 MULLION SCHEDULES, FLOOR TO CEILING & WALL MOUNTING, SCHEDULES•:• 41 2b' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ®2015 TLYMO W. 40mm ER SLAT BERTHA ROLL—UP M.t e HURRICANE MUTTER mare W. IL EC 01Ne. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 4/t3/15 �' •* T%W 79711 t OIaNEIMM COWAM 4488 W 55 81VO ORK WE =0 ���' tYti Ili JM R i]p0-1qA\ORUt.rt atA NEST PAU4 BEAM R 334M . 15-090 '.'�''•. (p P .; e-mOB:Nte 0000l cont Wart tergoBo-un rAx tSeusBo eam Y EO-00067ro rcr warl ru rar asu ac ORArBro No �na7°lf u 4rtiei tw trau : MW Z Or n #hm111111 361' .944' .706' .912' n .766' .slz' 11r at gar .1tr ao6 ta• 1.9 .0509 1 9• T- 15• 1 -t 12' .367• atY t.0or .300' 1.002• ,7T' ..351• .OB'Y StT ♦ �� 3.213' 010' ,uY 146• 1875• t1x' nr 1.660• .oet• t.t .fir nr � O1 CjQ�ED SLAT ®�►r X/o= 74mm a= O BASE SLAT ter ® SIDE RAIL TYPESCAM 1 ©SIDE RAIL TYPE 2 71 Aum 6083-r9 tuuMelUY Aum awt0 3turnr hum a68• WW-TB AUM WM AUM 6063-76 AUm SCALE 1 1/2•=1• 3LL14 S 200•a0. 1.8771• .1mlt .140• 165'I.D. 1,063• T" r 062' ALMS 250.O.D. �.t4x• 185'IA. n I- 07 -i�-.718' I 385• � � 1.878'--4� 1.078• /8-32%1.994•ASI 470 55.SCREW W/0.31•f HV 191RRED HPAD a L.aoe4�1'ae2o•f MONWJfHIC wa97ER W naTIHA O7 SNAP CAP ® END CAP W/I�iONOLITHIC SCREW 9�EX ENDED SCREW SLEEVE H.V.PPROVOMAIRDSK °COMING Ao UCATSYSEws GMnTM"'m so63-Ts ALunNUM Aum � Au�R0Y0Di6riw�`nan"mEw:soc � SLEEVE (LEFT SNOWN.TIGHT IS AIIRROR) W/O END CAP 11 SCREW Q EVERY =7WAHER Ml=SLAL INCLUDING RW NYIAN•76-76 TYPE 571aRE HARDNESS�"" WD NYLON,76-7e TYPE b•MIM HARDNESS - BASE SLAT FOR POURED CONCRETE. GROUTED BLOCK Ac WOOD INSTALLATIONS • rs.g00' . r 7 rc�a B.O TUBES b h t ® 3" MAX- 0.125 s.oloo 3000 x50• L ' ® 3" MAX. 0.125 ® euTcic 4 0.25 BUILDOUT YQUNTED TIMESNAX. 13 TRAPPED ANGLE O OPTIONAL TR!PPE�OUNTED TUBE TO 6063-1ti M AUDY �-' uuwCOMPONENTS oHs b hJ.2 ® N.T.S. 4�lauurnlau�q 4" 6" �A%%jZjER A. +�`1�:•' ' "'•��/��'i� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •No• • 02015 Tc7E00 ea. 40mm ER SLAT BERTHA ROLL-UP M.L HURRICANE SNUi1ER DPAM en muwoms 6063-76vm ---,yore.�,.+ �L c4 C 0 1Mc. AMERICAN SHUTTER SYSTEMS ASSOC..INC. Nts/ts iQ •�y`J r; TOM TE31M0 a F719i1CHONe c010•AMP 4x66 W6SnOM DFM -�Cz66 sm Ma atm R Bet-twmr.o�t�t4 to atw WFST PAN 60p4 FL 33107 ��i(�s• R p •��`+ t1.":�tnm0ik mWlac OaVI0tt1 m-trot PIWRL•(6T N-2M PAC(561)xf19-6160 15-090 AWMM EB-0006719 na� tms. �a et• mmr wt ORAWIMO Ib ��i •11� IN=A 1WP ir..P.E t MW 3 Q 29 71D10M Ik. 4411W 2 TM'Ep.1. I 'E a, o• L}E2.hA 1. A �1p.y 2 to 9:f A a. a e• 45& 45/S HOUSINGS ,S°'"'�1! 4 90 HOUSING STRUCTURAL COMPONENTS FOR OPERATING SYSTEM iQ—SIDE/END CAP(CAST AUAIINUM) • . Q2 — HOUSING, 0.040'THfCK SHEET METAL $ (3105—H14 OR,STRONGER) 5 @—SIDE RAIL i bj cegrcucag G)—C3/16'ALUMINUM POP RN IETS(6 REWD EA. SIDE AP) : 2 O TOP,2 O REAR, 20 BOTTOM vAPoES o�� 45' CHAMFER M: SHALL BE CAPABLE TO SUSTAIN SLATS AS APPLICABLE WEIGHT AND ASSURE UFIING MECHANISM ' 1Q END CAPS: (SEE NOTES 10/1 &11(b)/1) � . �' EN$ �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) p,44167 *= 02015 TV=W- 40n1m ER SLAT BERTHA ROLL—UP M.L. BOX STRUCTURAL COMPONENTS AND ASSEMBLY DETAIL : - HURRMAHE oRA�1 * LL E C O INc. AMERICAN SHUTTER SYSTEMSASSOC.,INC. 4/�n�s (SEE NOTES 10 & 11(b) ON SHEET 1) %A'. $' TV=TERM a DulNua 110'co11rM11r sate W6SMM-M DFM y x+ar.w r m-aclw Duma n aw ww PIM SEWK R.3�wr ,. M DW m-loo.ti,09 M"'L 15-080 .-man:muao04.1 Roe(en)"Q-am rm(nelp"am rg.ODaMV an M. awr ®Ir DRAW"a No WWW A 4,.P$. m laau ■ 511W 4 ADMA Ilo. N7a7 OF 29 ry9 ...8/£) jUi j 3 t�A���i� MIX.MULLION SPACING (sEE sCFimULE oN W1/12 or W1/13 or ,/, SNS z4 Hutu 29) HOUSING 4 W2/14 or W2/15 HOUSING A 10 8:�0 I TING END CAP C710 St.LU69 County)FL. � - !ENR CAP Vo or (I or I M r� (Typ) cv (Typ.) a N .—� - N !I ' !i P/11 — P/11 o ® I j 5 OR aORII it & (TYP. EA. END) (TYP. EA. END) ! f t II R tt I A/9 4 C 4 4 W1/12 or W1/13 or A'/i0 8'%10 MAX,star SPAN W2 14 or W2/15 MANNIUM SLAT SPAN C'/10 (SEE SCHWULE SHIMFS 17.as 19) L(Sm Scl*DULE ON SHEETS 17.1S k "l)- TYPICAL SINGL 9)TYPICALSINGL EUNIT ELEVATION W0 MULUON TYPICAL CONTE IUTIVE SINGLE UNIT ELO WION W/ MULLIONS NOTE: SEE SHEETS 3 & 4 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEET 3 & 4 FOR COMPONENTS NOMENCLATURE. END RETENTION SYSTEM INSTALLATION INTO CONCRETE/GROUTED CONCRETE BLOCK BUILDINGS \\.\ �,,.•• •., /�'',4 FLORIDA 13UItAiNG CODE (Non ffigh Vetocify Hurricanes Zone) . $Z61511uero 3a 40mm OR.4t'AT BERTHA ROLL–UP MIL No.44167 �.. HURTTr—W SHUTTER � DRAM Fir. ^ qq�• IL ECOANC. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 4DAU wTc 2�0; � 7ltlir R4i�io 1t IMOMemRIQ GWlANr 13/15 t2e6 tt GREE '1 qy FII.>Sr w.Itfl-ntwn o�00t416 asiM NEST FAW 9rM9.Fl.]3107 1,5-090 ttu..9tlW at-tato mom.Carom-zm FA(38100"m I IC'••.. \\ -11tG9t U!t♦WQa01AWH OW/NiXO . \ F8-OOp471B o.�. ®ra, ns ac,r t0WrwA A an 1n s4 a�,r Hibl- t t Eli1T S IX'29