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HomeMy WebLinkAboutPRODUCT EVALUATION REPORT1 P. 11 ENGINEER G EXPRESS® E PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: FL13757.1-R6 SCANNED EX Project Number: 15-2338 BY St. Lucie County Product Manufacturer. Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida DeQartment of Business and Professional Regulation (Florida Building Commission) Rule Chapter 0020 3005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Reevaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled n6.8 Accordion Shutter°, sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s) #0353-1102-07 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-06 & E1996-05 and TAS 201 & 203 test standards per test report(s) #0353-1102-07. #0353- 0512-09 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. Kurt, PE) by ConstrucbcgTestihy CW,f)oration (CTC). • STRUCTURAL ENGINEERING CALCULATIONS .QQ�igirtgErq}I Valid for Structural engineering calculations have been prepared which tt :' gam _ jy� 2 evaluate the product based on comparative and/or rational = 't9r4 analysis to qualify the following design criteria: - Aat7' 0 7 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation ranks?BFxAiardp: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEAdail1 PHONE: (954) 354-0660 - FAX: (954) 354- ENGIN EERINGExPRESS.COM vwommwa u.aumoxv.mm.ru.owrett�w.i wnm�vAavaam wmosarnw�ecuwmnmcuamv.�me 13 CXr�Hc55� August 4, 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-cg. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this producL Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified In the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing)' as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEx PREss.CoH vu+euma�sm..aamaewavmn.vo.w.mawn..� wn w.wwaaomo+mEmwv.. es unm...me,vluann,..me TABLE 1 _ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE HVHZ 1NlQ POSRNE HJIIR POSRNEWWD HVHI DESKW wInOLDAD IaomTN]1,, NEanTIVE _ WRH UNI1MlE cENPEENNAA WNDLLLOAD L GGGFM Mj () ONOA0 01TMS Q� PANOITIONS•• _ Y3.0_ 159' t50• I Rx0 ISP 1%• 59 1N- 3.TiAr' lN' -iN• v _ .0 Mx- 1-A _ Io.o __ I 1ii•___ _ Is_ _ _ _ _t_5_B• __ t0.0 _ WIG 1m' 1N• 1.- 001E 12 • In• 701. Yw INS - ]B.0 11r 12P la3' e➢B Mr 1Rr iie-_ B5.0_t 113_ lro' 12E Do.O ilr ne'. �sl_ ewe-'ilG• u>-_ _ 11D• IN➢_ TOY 116' 1111, ID6ItMY _ llr _ 11Y _ _ 1100 1N• _ 110 _ IUY __._ _I .. 11x0 1N' __._____..-.-_. tOr 1_ to 0r' _ _ _ ,. 103 190A i 101' �_- _130➢ _. uxB. -_- -1- Da• IA5.O DY 1500 BY i63.0 1651 wita- two _ Ie90 _ EB_ 2000 .8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE Z MINIMUM SEPARATIOROM GLASS M USEWITNIRUMP - i MWJMMBEPAMTMW . POSRIVE 45HURER FRONG1.199 DESIGN P0.ESSOPE I BPNI `LSTAL ATION9 1, TANATIONB IP9F) I LROABGVE WABOVE GRADE GRAD OF) IN.1 20.3 IN- J. 36' 30 __WY_ _ 9_0'__ __td• __ 1.- m' 9_a ia• _ a 8.0.E 1AP imr ].0• 22' u 1 Sr R. _ _FO' 30. 1.1_ _ ev _ _3 ao• �R.O NI _ h TR8 1Re' 3P I3r S.r• 35• -' N• 30' Ix N• 3P tY W IN' 3.0• RT 131' fix 30' _BO 30 TO LI Im•.. 01 Do' W 1. SUS _ 1.r Do' 30• I.r 110' 36• 3d' n0 ; W Y- 110' 9.9 9A _ __to- 120 _ _ to- •• FOR BUILOOUT MOUNT MAKIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE I AND 2 NOTES: I. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAKIMUM ALLOWABLE DESIGN PRE55URES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6.8 SYSTEM MAY Be MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED, FOR E)I MPLE: IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ME AWAY FROM THE HOST STRUCTURE. 0. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NDT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEKT HIGHER SPAN SHALL BE USED. HURRICANE TABLE 3 ALLOV/ADLE SPAN SCHEDULE NON•HVHZ WAD NFOALL IKWr1D I ROAD LOADOARTV FeFI Ma CCIIDITWlS� •• FOR BUILDOUF MOUNT NAI(IMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6//3 TABLE < = ALLOWABLE SPAN SCHEDULE =T0 A9TM ESSENTIAATFACILITIES ONLY =p POSITIVE DESIGN PRESSURE (PSF) 9NIRER "m MWWUABEPAMTICN i F. Ti.AB4 WSTNIATMN] MYAUATIONI iwABOVE r9DABG2E BRADS GRADE (W) W) G _ BY_ _1dY_ 3.1• _11•_ 1X tA• _ _ 9.1 1Y 1M• Bd•.^3d_ 10 Sr 1X _ _aA' _ 1W R.r I]P It OA. R.r• N Y `Oer J_t' =xi� - 1.1' t_r ' _ teB• 31• 1P ],I• 1w 13T J &VB• Sr ISO• l B.B• or W W ].1^ 1.1• DY 3.1• 16' 1N• 3.1• 2.1. 3.1' R.r Im. 11a' al' 60' TO ED_ -�-lal• O.B• 1.0• fD Or B1- 31• I.Y SP - - l.e• Br J.l• R.r 19Y 3.7^ 3o• UP BH• xr' 110 OY ].1' IT Be 3.1' IV er 110• 11_ R.r 3T xY 120 Or 89' 3.1' all• N• 3P 3B mr", OF TABLE 3 AND A NOTES: 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MA)IMUM AVOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS 'IS REQUIRED FOR INSTALLATIONS IN WIND ZONES 1 THROUGH A OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES, D, THE 6,11 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR ERU MPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. S, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS I5'NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRE55URES FOR THE. NEKT HIGHER SPAN SHALL BE USED. I GENERAL NOTES: 1. 2. 3. 4. S. 6. 7. 8. 9. 10 11 12 13 14 IS 16. 17. 18. 19. 20. 21. 22 23, TOWN B, COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E186�, E1996 & E330 TAS 201 202 & 203 FLORIDA PROOUCf APPROVALNUMBER ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FY OF 2S CONSISTING OF THUMBSCREW, PUSH LOCK OR THE m LO1 VARIES - NO LIMIT TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. No PE0046S49 1� TRACK N W TTOM TRACK ON 7 SILL SCALE Ha Lr 517E 25V r Re9•• Cs) RS" 1UU WILD OUT WALL LITE 2-LEG WALL O HEAVY 2-LEG WALL O O HEAVY HEAD SILL O LITE HEADER/SILL :GALE: HALF SIZE '� SCALE HALF SIZE. SCALE: HALF SIZE SCALE: MAL ZE 5CALE. HALF SIZE RE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS �Cl/ III(• V 1 30 v 771} A SIU" C\/ SILL ADAPTER SCALE $'ALFF SF 3U. 2 2 5 f1�- A60 OL3'/ fly' n. Z.. cl 1 fi.11 57ARTER JJ SCALE' HALF S17E CG.8 STACK/CONECTDR SLAT FLNQC $LALL.. HALF SIZE 0yF%TFNDED SILL (ALE'. HALF SIZE L4 CEILNG HEADER/SILL SCALE' HALF SIZE L105' 'Ery nl I"•'I L 9.51U• L0 EXTENDED SILL ADAPTOR SCALP HALF SIZE .655- 2.365• .460- 085- in IIII 695' LL N 621- G ]fll' '. 95' � 04.510•--! ry MID SILL 72 MID SILL. ADAPTOR 'SCALE: HALF SITE SCALE; HALF SIZE 9.115- U 18 RADIUS CEILING HEADER/SILL N 0.096- SCALE:IIALF ALFSIZE .100' U.090- p 4F0' 78 WALL SILL CLIP SCALE I1ALF 512E WALL SILL SCALE: HALF SIZE 15-2338 L i 9 ANGLE SCALES HALP SIZE _NTLOW WASIlER DR ALUMINUM INYLON NUSHIfIC 'PI IOIJAL) -- '-1114 x 2-3/L' 410 HT 5i: IIVSERTS 5LREw W/ HI TO IC UL TRACOTE COATINO TRACK IT YP TOP 6 HOTTOMI T/16'W a I' (W INTERIOR JOINI BOTTOM EI THCR CAN DE U'lO DN EXIERION 24)BIISPIING ASSEMBLYDETAIL SCALF,IIALF SIZE 623' (-. >j)20CL3 68 CENTER MATE . :CALP. HALF' L,ZE r_ 5 SUO' IJ/16' VIIIE C7 ' A rl Too 4900- k I IFOA �A1OIBF.I 4pp+C' , 1400SrHI AL SYS1INS BOX LOCK SCALE HALF Wi [Rfi 20 RECESS SILL SCALE: HALF SIZE 375b 010-2, THIIMO 1u - SCREw�,1�1 =- ``EIVVII rc FOR USE WITH STAINLESS STEEL ASSEIxbLY o W 32.. nOLE 050'Aloo, NYLON WHEEL TYP. AT EVERY OTHER INSIDE JOINT AT TOP © AMID 0ONLY ROD 22 ROLLER ASSEMBLY (YOUIR-SOIIO BRASS, NICKEL PLATED PU.SW6-ZWCDIEASTFOWPERE.ATEO U21SLIDE SCALE. SCALE. HALF SIZE HDIT MAY BE KEY OPERATED OUTSIDE OR THUM SCALE. HALF SIZE OPERATED INSIDE —� 23 BRASS PUSH LUCK SCALE HALF SIZE [•i� BOX CENTFR INSERT `.• EALE. HALF 51ZE C3 MALE BOX CE.wER SCALE. HALF SIZE 27 RAINGUARD SCALE:. HALP SIZE (1 FEMALE BOX CENTFR •.� SCALE HALF LIZE 9 000• 500' 4 7 .229' x.nnn• 29 DECORATNE FLOOR TRACK C ALE HALF SIZE `S\\\\\11111111 )ll No PE0046599 STATE OF TI ONAL EN 3g OUTSIDE CENTER MATE 34 INSIDE CENTER MATE SCALE, HALF SIZE SCALE: HALF SIZE 9/16"m STAINLESS LO[1 xO.AITa[IIIIIIT SOUWS FOR $Cdd $ STEEL IF[NO L STRIPS SHALL BE BOB TOBY HFAO STYLE VARIES OR PNILLIPS DRIVE SCREWS, nAM1'U-r16HIDlEB ONLY L S8 THUMB SCREW SCALE, FULL SIZE .290't-{ L�I V 1 l/c E"ll OR 5//I6-IHNt MACHINE SEREW 5TNNLFSS s/6';W IIJTFRNAL� 51fEL -`,. —Tfe MlYI1FMlILO T n)IBAO o W IN.m15-23 3ry 7us' }--j .6R0' POWDER EWER, ZIN[ OR -CAS SCALC. — CREW 1SERT FULL SIZE r5 •�' IA !� �F�IFi�lfO SECTION A P �' ., g4. 40D 40G 90c ;g T-LOCK ADAPTER (OP BOIJAL') ,� ZDOD• ,� ryt END STRIP Y" SL ALES IIALP SIZE GX/ ANGLE 2" & 3" E%T 39 SCALE! HALF SIZE m 4; 1c5 SCALE: HALF SIZE 1" ] Ca I. GS AIJCMNR 1110W14 SCHEUULFI EXISTING GL EXISTING GLASS } SILL 7 / (INTERIOR) TAY ASTE C'R CM ERSEOI I�jy _ ASTEHER'U 1B"' A IUSE AIJY ANCHOH SIIUWN IIJ ANC DIS C 13 F� �3 13` R12 x 112, "'MIN. NI E DIST AHEEI. GOT c 1]0" ITYP.1 ]V Ut2 X 1/Y GALVANIZED pOT i Ofl S.S. ET, R 114_ gLN9. (EXTERIOR) 1/44Uv1 THIIMb$LFEW INTO PUP RIVET, OR t/4-20 THREACIEb MOLE LBCATEU IN ryAC HINE BCILT M NUT 1/3 SPAN TO 2/3 SPAN FRO11 [D 111 OC TYPICAL PLAN VIEW BOI I'OM OF SHUT'IEH FOH BLADES SCALE 3" = T-0" 6 W-3" USE TWO THUMBSCREWS ON BLADES > 9'-3", ONE [G t/3 SPAN LOCKING OE [AILS FOR AIJO ONE AT 2/3 SPAN FROM SO'I`FOm CEN TER MAl'F.5 OF BLADE, TYPICAL. FOR LOCKING SHOWN ON RANDOM SHUTTER$, A BRASS PUSH LOCK cl) DETAILS MAY BE SUBSTITUTED. WHEN USED WITH CENTERMAT'E U29 AS SHOWN, RECEIVING MOLE FOR THUMB SCREW FIAT BE Y/ib" ENO STRIP SCHEDULE t•B/olz,i•I ez —_� d—, S—1/4-2P THUMBSCREW 3m (EXTERIOR) INTO CE ES I/3 ;CC�O SHUTTER T02/35nUTTER SPAN RECEIVING IDLESHA _ MAXLWIDL BTH/UP TO 1" HLILHIT. MULTIPLE SHUTTER ASSEMBLY - SCALE :-3" . I'-U" (INSIDE) WIND( 6T3 $TRIP IU TRACK W/ ATICOP0VCWS \ J SC 1AN2' 3 ALTIIRINATE END SCALE 3- _ 1'-0" STRIP DETAIL IIIANO-urnTTN aNLn. ANY TRACK S C aI mor ANGLE r W/SCREW BOSSES. bl. I w p UI I I- u�dbl SILL �. T � I EXISTING GLASS an v i/� �) 0.12V MIOIE —� FrTt I:y USE Ill xRA55 PUSH 4111 11,1h WCK OH III S/11.-IH I-OCK / lu T y 13 � — i N G '�' 4� 3 S USE III BRA$5 P USHLUCK (INSIDE) UR MI 581A.tW THUMB SCRf Y/ O THREADED dttd II ' LpI R nfiCnOEO IIJSENC Y III 3 SPANSPAN TO 2/a- 3U 'Y i 2.119' Q Y0,12E' — — -f I L1� 'C E�LLEI- INSLRRi 3T AT'1/3 SPAN SILL TU 2L3'j7 lFROM b6YTOM OF SHUTTER @ SHUTTER RECFIRM, HOLE HALL BE 3/tl" MAX WU114UP TO 1" 23� I IEIGIiI (OUTSIDE) 'WOE ./ ejC 4 L7UTSID_E CORNER CLOSU12ki --_--` ---- fON 4R4llP 6YAXS O TIP 1H.W SNUWNWENP STPIY scnfouLX, LnP PTwwuRPIPSA 13 3U CU RCE i i k® 0 1011OIfMI23 C�1'TPICAL [:I cm) DCI MLS WO/CORNEk PO51" NI @) 5`X I'.HP CIIVM'GL.KIP SG.W URXCAxiencxPN9nTIa AMIIOX KIIfYNLE 111v1/A' 1LF t3 (N(J TS DE) IS"23 SCXCw UX"..2. 11 TPI 31 215 HyR� l�PEi�I SILL SINW. USE "I BO% LOCK AT 113 — SPAM TO 2/3 SPAN FROM ' BOTTOM OF SHUTTER r�I TYPICAL INSIW CDRIJER CLOSURE ; 'c CCl DETAILS WO CDRIJER P05T rj1E yL s� MULTIPLE SHUTTER A55I M©LY /[.i�Cl„ej u`:CALE: 3••=I•_U•• 1�� NIS 14EI 2 FAST ENERS EAI.M1 ANGLE - DR 11 aAN 1/tl WM " AGLE - I REE 311. ALUM POP RIVETS DR 1HREE .12 SMS, TABLE A (m) PNESSURE VS ALLOWABLE IF2W-111 - .. 212 IS 3•No W�B• P6F Ho W6 62 IBA _ IR- 22 R4 1)Y B3 119' 1R' 93 11Y' 16 f' 102 110' IW ___ GO w• 9Y -Tir "I• -IN 60' 111' _ C2 CONNE SIZE. G� �� REFERENT , SCMEDULI SPACING - 'I Cl CONDE REFERENT ERENI SCHEOULI SPACING - ALTERNATE THRU BOLT 3n6"2 ALUM POP L Cl CON14EC71ON IYPE 1T RIVET OR M12 ST9S REFERENCE ANCHOR V1(a in O.C. ITYP I SCHEDULE FOR MAX, I SPACING MAY USE 11ALE OR I 11 FEMALE LOCK SLAT') ~— III (;C¢` TYPICAL CORNER CLOSURE. Dn AILS XE %% 1415 BLEB (¢o VS AIlgYA9lE _ lFNGIIf ALTERNATE TI'IFN HOL M CIRINECNON TYP REFERENCE ANCHO 2'IO�Yi 6• •X3'AI SCHEDULE FOR MA: TA _YXE4_I / ,P6F 2 µ - 62 - 10' - �p �vrtn Wo �166• . 12 mY_ Mr' 92 IDS _ 95 9y 13V 13Y IN 6Y a Ib ZX• �1PY UO M• H- OC 3Nh NIVIt OR OR / -2Y IYJ1 Y JGL \{i l� . ITYV.L \� \\ILA 3/16"V-RLUH POP 1 ALUN. TUBE NIVET UN N'12 SKIS I uU5]-t6 ALLUY� 1L( LAI IJ- SIZE. ! FA TLNk NE IRN 'mil LALII Al LI'. /. i /I O U AU11.� TNNL[3/1u"mALUM C� (L[ 1 P I'll H ETS OF l'. E 1/ - YIHLL 12519S. T YR.. ". Y'v S 13 nrl2 ve.. 4 ALUM. ANGLE ULE - USE HAlf ON FEMALE Lnn. ] wu _ 1/2"GALVANIZE D\ (OI175DE) ON4.,S. SI'IS, 3111, A AL UH.'v (.0u1 TYPICAL CORNER CLOSURE DEEAN..S. POP RIVKr.OH 1/4-2u --- SIDE CLOSURE OPTIONS J NiS 1_I,ALHINE NOLI A ul SLAI.b3".1-11" v4.20 mOULEDpE. p, w/NUT (m E2 :0 f• X14 SMS:(AG:' O.0 IT YP. 1'Dl- )3OTt Z�) STATE OF 40,0N, ONAt n uWyA YJr; Shim X 9TwN 114X3/4" SMS & 9'. O.C. ANGLE TO TUBE C014NECTICN Y'62"k.125" EDG3-T6 ALUM. TUBE OCb ALTERNATE BUILD OUT MOUNT' SECj1011 SCALE:3'a V' U" ACCORDION SHARER PER PRODUCT APPROVAL APPOCABMAT TOP m AND D0. BOTTOM Y x ]' OR 3' LL 1/2• MIN. 2'K 3'KYi X-2.1)S' - 9li1NUO116 IUMS - - 2" Kd� -70 ALUMINUM 6061-T6 ALUMINUM ANGLE - 0.9• MIN, THICK 6061-T6 2' AWN TRACK FASTENED ANGLE FASTENED TO (, ./ TOANGLEWITH'dp-20 MISTING 3 KSI MACHINE SCREWS AT CONCRETE HOST FROM ENDS AND 9. O.C, STRUCTURE WITH FOR THEBALANCE %'OELCOULTRACONS 2.1/2'MIN . AT3-FROM ENDS AND EXISTING CONCRETE A' O.C. FOR BALANCE MOST STRUCTURE(3000 WITH INI MIN PSI MIN) EMSEOMENTAND 2H' SEE TABLE CFOR MAX SPAN AND PRESSURE`. MIN EWE DISTANCE, 61AGGERED IT. 3' MIN. SPACING, TYPO DUII_DDUT MOUNT INSIDE SILL MOIJ14T SECTION E SCALE, NTS l./ SCALE - V- 0" 6 C> CONNEGIIUN TYPE \II11 111W6%9 ),![t,-Ak FOR 651E REFERENCE ANCHOR XISTING \\\\ f' o u _ fog &SEE SCHEDULE FOR HA%. STRUCTURE \J\ GLA55 CSSCBI64. UUp CdCOpI[ R SPACING S"MA% •••'N'�S UI< DUDIt F&CWOEI- W o' W _ GLASS Y[ TAIAF R _ CI CONNEC110N TYPE 1/4-20 HA[EV�ilFFy� bbt SEE MILE 1 �_ u OR DOOR L FNI NET ww _ -Jvl REFERENCE ANCHOR W/NUT DR g'4Ye OR - s FOR NmIZ ;f w m 4i 1A01f 2 - M w SCHEDULE FOR MA%. ly p14 EMS QQ tµ Q.( NO PEN 6549 _ SEE 'INTEL2 zu I'�' UO SPACING iwa TON APN. 13 JL yt� _ ITYP 1QP7&0OTTOMI .k - %YiRA11141 13 N N O YYaAAIION U4 -2B IDR. 901.1 Wr %= I@ 10DAYS wozm p'6 IU GLASS a R w N12 x 112" SMS, 12" O.C. 1ULh NO �H 12 BE, S, £I- N 014 J/14"O ALUM, POP .%1�uLLF V 1' t 11 /I'SNS LAB 11'Of FS gIVF'TS E'O.0 UH1/q VAT UP J/16"0 ALUM POP 2 I IN wp AIUM POPHIVETS MIZ' OL. 11vE 1f'I oL RISE \ x ( q S y2 01 ALJII'1 PIP HIVE If / N 11 ANO 2 '� rofW/F ON O S 1 " u.0 c,L -. FIRE AI ¢ r III 11 I W p \ I 1/A"MAX f OM PIN ASSEMBLY 1/2'L _ lU' MAX.FUt PIN h �Q P - i/I,.TYP. I 0 HING ESSCLllAL 13 fw�OR GUIDE TO BUSHIIJG _ _ ASSEMBLY �t WASHER I T WASHER ITYPI II-�5C� N vI Z gppgfi / 1/Y' 1/I'IYP E%I]1WHCONCRETE fl - GLASS III y10`BH2 Z. 11l_ 4 CONNECTION TYPE UN DOUR �I YE IABq 2 C" U i6 0G W -/ BLOCK OR bIOfID FRAI�ING II n� EDGE REFERENCE ANCHOR 000 FOP MW SCHEDULE FOR MA%. APMAIION3 CONNFCTON HOPE GIT. - RLFEReNCEDULEFORANCHORMAX - IN DIAGRAM NPC.1IBL'lA5'iHOWN SCHEDIRF FDH MAX E CONNECTION TYPE IN DIAGRAM ON PG. 101DOT SPACINU AS SHOWN REFERENCE ANCHOR 3 CONNECTION TYPE IN OIAGNAM On f"G. 101 SPACINGC FUR MA%REFERENCE ANCHOR PACING Ali. Fg51EIDERpOfl o REXISTING CNICRETE LOCATION FROIJT AND 51:nkDOLE FOIT MAX BACK ANLNURS NOT REU'0 O.N. — C PALING AL1 FASTENtN BLfICK UR W(lU(I FRAHII � Li F _ WITH THIS LOCATION I" LOCATION FRONT' AIJD C1 CUNJECPUM TYPE -- - GUIDE TO RUSHING "kON WACIB A45 LOCATION RED D OE, INSIDE MOUNT=ECTION REFERENCE ANCHOR O WASHER ITYPI 1 SCHEDULE FOR MA% G CONNECTION TYPE 19 �w d PIN LIIIpF 1B SCALE 3 = 1'- 0" SPACING -y� bU9JRIG WASUITS C" INSIDE 90UNT SECTION _ REFERENCE ANCHOR l�Al w I Jll �ISV"' II YI•.1 SCHEDULE FOR MAX. yd, \ SCALE 3"= t'- 0" EXISTING CONCRETE, SPACING / NOTE. FOR DETAILS A. R, 0, AHU E ON TEOS SFIEEI. 9 OCK OR WOOD FRAMING EMBED. THE BASE TRACK MAY BE INS AI,LEU IN SECTIONS }p /_-PG _ WITH I/4"GAPS, PROVIDED THATEALnsff.rlonHAS BUILD OUT MOUNT 4'ECTION A FUNIMUM OF I WO SETS OF ANCHORS Af10 IS' A CG - �iYP OOTTOK� INNIMUI'1 OF 12" LUNG. THE SILL OR CEILIEIG TRACK EXISTING CONCRETE, SCALk'.3"= t'- 0" ' T USED WITH THE BASE TRACK MAST 5E CON Il U0 BLOCK OR WOOD FRAMING _ OVER THE GAPS BE T WEFN SECTIONS IEXISTIN'y EXISTING CONCRETE. STRUCTURE C 3a BLOCK UN WOOD FRAMING E 0 1ST: q COINECTION TYPE I:Z CONNECTION TYPE W/ EXTRUSION p2 a g g EMtlEU '1 C.UNNCC IAll TTPE REFERENCE A14CHOR fhtlEO. a CONNECTION] TYPE W/ EXTRUSION 11 -' 1<EFERE16E AkIC11OH w SCHEDULE FOR MAX REFERENCE ANCHOR L� SCH EMILE FOR MAX, W f SPACIIJO SC k1EVULE FOR MAX 1. a SPAC INS AS SHOWN 5 6 SPACING 41E11�'1 �c IN OIAORAM DN PO HR 11 IN 03 `+ / v2" 3 4 III BE T/Z.. 10]PQ / F s XJ G Ass I��IIIIIIetl y I, 55a w n q 01 UODR��Iy �. IIVX1 -13 N�O felt w L N1TXT/Z MS 12 SEE-JABL "N LUn .11Ya"Hn1IGH 1'qt Ipl I'Nipm PUP kVFTS fi'Ot X\p<NJ 6ASSOR 4,f[fl 11N11 H�N�W N o nRi/4'RAL +POP a'4 DOUR $aaadw, ,�I" U yt i RIVETS [a •. U.[."� £°F GI IN. -wm HIASS �At -- Vl ! N :FPA9AlIGN 3 w ¢ ,zj 4 qq I OR UUUR NnN SEE IIANJIu[2_.Fj.1'' I` %�3�ui to 0.ASS £-+ONI-dd d4� 1/4 2U]5 MACHINE SHfANA1MR'f10 III 'Lwoy>� vANDU r SLIDTFROM PIN ur - _ ,_ - - - �� SCREW d NUT (m UA]S I`'llLf1III'.—"- T" ` 1 1/2" SLID T MAX, SIM P J 12 11 UC ASSEMBLY 1/2" T P, wASHER(TYPE pgOqq pp■■app � 1 1Y4"IiA%, FROM PIN t/ M_A%FROM VTR_ Ili7j 'ktl BHF % it 9 CONNEC fIDN TYPE 1/Y GUIO' D BUSHIN[� _ GUILIE"FO 9U NING Qi UR 2O WASHER LTYP.1 REFERENCE ANCHOR P �y WASHER I1 fP 1 EDGE C[ F.XI51'INC CONCRETE, DIS SCHEDULE FOR MA%. C2 CONNECTION TYPE W/ EXTRUSION 2OLsrwoFa x /-q LOCK (IH WEBB EX157INU CONCNE SPACING AS SHOWN J h 5 CONNECTION TTPE W/ EXTRUSION �I ry _ FRAMING BLOCK OR WOOD FRAMING -C4 CONNECTON TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR 15-2338 REFERENCE ANCHOR SCHEDULE FOR J" . i" . 14" CI'Dr r/�G-�'->-�--C4 CONNECTION TYPE 1f 12 x VZ" SMS (b 11" 5[HEOUL- FOR MAX SPACING SU6T-T6 ALUM. AIVOLE / REFERENCE ANCHOR B.C. OR 3/1&"N ALUM. SPACING, . FASTENER EXISTING WOOD R 1&°F °�f^L&Tf0L11 ___�__ / //,tI LuLAI'IDId. hROIJI AND IPIAV BE REVERSED �L 1���.il. SC"COULC FOR MAX. POP RIVET5 (N 6" OS BACK ANCHORS NOT NE O'0 BLOCK off WOOD FRAMING AS SHOWN DASHER) SPACING OR 1/1"N ALUM P - WITH THIS LOCATION IIVETS( 13"O.0 9� CWALL MOUNT SECTIOIJ (� CFII INC / INSIDF MOUNT SFCTION FO WALL/BUILD D) SCALE -CALF ::i-+r-P' SCALE 3"=1'-0 SECTION L/1/ SCALE . 3'. V- 0- fu1 Ac1IC E1EWLL 1111 SICImar s NNNEIICE DUE W YIN 3[PAAIIW IO W EXISTING SIROCTU OR-111LIAf6 o.. A DOORr R`}u_ uvI 1 ALL �•`3iPaw POINr ESSOLIU SE INCOURS WIT A18-FlIEMBE OMEN I14 t7 T BLOCRETE OR Lv W SP AUNG A- q�4 f MIN SIEG% DISIANCf 3. IW]fll. U151 1/4" MA%. FN LIM PIN GUIDE T(1 b11SnING 1JASIIEN IiYP I GLASS Two v4-e wODD NDOOR- 111REAUED PLNETNAI'ION 1INTO CENTER OF STUDS l" MIN TO, DIST. LMS 'I - U14St"I C. MIOSPAIJ BETWEEN 41CUFOR TRACK TOO C' PLY WDDL1 6 ACES CIINNEC HON 1/4"Q AI I. -.IULl I1 FIHSII� 1'u4'n 1:.' POINT[. SOLIB I'1 'ET A14LItDHS e Bb i- Tu ALUM, ruHE v/ITII T/E" IN. 1 EHBEDMEIJT IN I HIS OE TAB 10 tlE USED WHEN STIIII SPACING CONCRETE UN FACF.f135111EMAX ALLDWnbLf ANCHOR SPACING. BCOC 3'MIN-� _ WALL MOUNT SECTION nn5 DETAIL HAY $PACING ANO 3" 11N ED I Dlsi ante SCALE 3""-1'-0'" ALSO OE USED E%ISTNG� AT TOP SiRUCI RE GLASS r ' o FOR fS$ AL A51MEC i11P [COON FdLDIILS SIABH I A- �\ 1,3 u� L fai111V11t Sff IA(Y[ f XI FW YIN. IY YAXAlILV1 U ULAS X V 4 0 3 yr T LED DIRECTION 111-20 (216063-T6 ALUMINUM 11 OLT .E/NUl ANGLES PER SLAM ENO, BOLT SIZE PER SPAN TUBE l 12'•'U,C OR SCHEDULE 014 v 3/4" SMS 6" D.C. -- SPAN TUBE ACCESS ROLE) 7IF SCHDESIGN EO ELE u. 16 6 ozm 1`i fAn�1 UTAR YE�JiIGI IINIT 'IL t3 -L;O fM1l_wf, SIPAkALu 100 TH Np'Ip SEEE'BEAM 1D-1 EAD BOLTS SCHEDULE PDR I,EOU115E�iY♦1�bER." •_ ul� — NO IF .PHI TUBE BOHEOUIE -_ NLOWABIEN9E NUNBEROF NIWBEROF ' ��(((TT]]]:""��. TM.*' " Ei TUBE SUE SMRTER SPN1NOLELTS11RIOP SAM TNRUBClT9 ANCHORS PFA y'" q.. TOP BOTItlA TOP BOTTpA TOP BOTT0L1 T6E TIRE TUOE T1BE TUBE TUBE TOBG/J / W 12HII 1MV x 2 2 3 4• r r.VX Olxs• Po• 101r 1N.B' x 2 3__2 r r_ 12]' EBY BL4' _.2 _ 3 3 —32 >' r W- 120.1- TAP 3 2 2 3 4• r TiBY 0.123• �• LU Ix�1' 2 x a_ 3 r r 1IS 102T 101w 2 4 4 17 10• BO• wr IN.T x 2 3 3 r ]• 2Te11 0.123• a- 122r 100.r 2 2 9 4 ]• 10' 12r 116.4- 131.6' 2 3 4 3 1P 1S 00• ""r 210.0- z z 4 ]- 10' T41r, 0dB]6' - Po tlU0' 2x00• 2 ] _3 _ —.a— 1P > SPAN TUBE PEN DESIGN - _ sC11mULE -}0 MACIJINE BOLT IF^ 1216061-76 ALUMINUM 1 GEAR W/ OUT P 12" O.0 UN pID X 3/4" SM5.[ro ES ANGLPER ENO. 1 AN 1 DB! 6'1 O.C. SCHEDULE ALT LEG DIRECTION ACCESS HOLE EMBED MAX. DESIGN LOAD. a 72 PSF Oj BEAM SPAN SMIDN SCALE . 3". i'- U" MAX, FROM PIN GUDI, 2' f0 BUSNII14G WASHER ITYP.I 11 CvI- TILE NYP 1 MATERIAL smaKNISH `3/4-PLYWOOD — 1/4"W A325 DRABS. THIRD BOLT C. T" 0.0 OF?5/li"m A325 GRAUE IHIiD BOLT IN lY- OX GALV. OR S.S. - •! ` ��-- 1/4"O ELCD ULTNACON TO CONCRETE/CMb 6'• u,C W/1-1/4" MIN. CMG IIyV. 0111/L-Y, LAG SCREW LD V" 0 C W/1-7/E" MI14. EMB, IN WOOD 50.0.43. 10 O.SS. "UL I. R ID 5EEl--4-V-AUFI ANGLE I60G1-T61 SCs I ED GA SEP if Of STRUCTURE IMAX. DESIGN LOAD a T2 P.SPDESIGN LIAR a I2 P.SP 1� (H PASS THRU DETAIL / SCALE - 3". 1'- U' EXISTING WOOD 1/2" TRUSS OR RAF I EH (a 24' NA, U.0 E %1RFINISH MATERIAL 1" . C' a 1/8'" 6063-16 ALUM. TUBE W/ THREE 111' 0 WOOD L.AU SCREWS WITH 2-3/4" MINIMUM THREADED / PENETR. "1" IN WOOD IDI EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE I TUBE EXTENDS BEYOND LAST TRUS5 MORE IRA FET 6. EXTEND TUBE TO 14E%1' THOSS �\ IMAX. DESIGN LOAD z 72 P.S.F,I SPASCHEDULl NOTE61 USDBE 2 x3'x1/1 OR 2'A5'x1/4' ANGLES FOR 2'x5' &2'x6-SEARS. 2 USE 2 x5'xl/4' ANGLES FOR 2'vB 82 x10' BEAMS. 3 USE BEAM SCHEDULE FORDETAILJ. 4. TOP B BOTTOM SEAMS MY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHRI MUST BE LIMITED TO TOP BEAM S 6. SPAIN.TUBES MAYBE PANS. USED IN A MID -SPAN CONDITION WHH SMINTERS SPANNING ABOVE AND BELOW THE BEAM. M ID -SPAN TUBES B11ALL HAVE TOP BEAM LIMITATIONS (INCLWING SPANS ANCHORS; ANGLES AND BOLTSI WITH THE SHUTTER SPAN Tmill ASTHESUM.OF.THESPANSAB {I EANDBELOWTHEBEAM. 6. TAPBEAMSARENDrA OWW. T. ALL BEAMS AND ANGLES TO BE fN163-T6 AWMINUM. N • \ IW I C +� I 2` • V 4 1/8- 6063.T6 Y jw.JW ALUM. ANGLE W/ THREE ml ]Gb t/4"P WOOD LAG D SCREWS WIT it 2-3/4" -13 ZZ2 IIIN114UM THREADED 'MUnw� PENETR."T"IN�WOOD fry geD�m EACH RAFTER OF TRUSS. u W rc 4'r 24" 0 C MAX WHERE }'J�vN1 ANGLE EXTENDS HEY014D 4 LAST TRUSS MORE THAN 6-. EXTEND ANGLE TO NCXT TRUSS. OTRUSS MOU147 SECTION S SALE 31". T- 0" 8 �1 / j jY / —VPr. iAYCIIN lm =4 C6 CONNECTION TYPE t� 11,♦ u� / 7f_ GC Ilill l-t/G" MIIJ L NBF EPENCE ANCHOR 0�11/iF/lijPJll// A EMN[O SCn F.OULE FOH MAX n- f�� tl O SPACING ID �_EX'TIN G"'NCRETC OP EXISTING \ FLOC% ONLY. WOOD STRUCTURE \FR I AcC d Wnt1O AN[PImiS / j j4XISTING nOST STRUCTURE W ~ q I A[[[p1 AUL[ O WALL MOUNT SILL DETAILEXIsrING PI —I.. 'ELFM1-fi4,. \ MATERIAL— \ 'L 1/A" MAX.FROM PIN \ GCALC�3'a l-01-0 _ GUIOE�o DU5 DR6 a DI$l \ (J DECORATIVE FLOOR TRACK DETAIL 5�10CIF-UT1T IN L"INIERVALS WASHERfiYP.) (M�kk CFSS SILL OFI AIL SCALE e'•1'-0" DF,TAIL(P�UPi EFORADOITIONAL FOR LALh.3 - I' U' \ INF01 TVR i0P6 BOiiOM 1 _ `a I17♦I'O. s (� / I `•X FASTENER �ry EACM /' [UT >:x ^moo4 1 ON SEE ANC ILS CONKECTIONRIYpCRTOSEO _I n G F C��00I�.d 1/C"MAX FROM _(_� - VERIFY ANCHOR SPACING II` „4 ya \iIII�,yJ m t PIN GUIDE IU 1 I IS ALCEPTAOLE 13 5� vF 'C g B1I5111NG W4511[F ( V 99 U rPd yb 1//MAX.FROM PIN GIIIOF n'P nnTTGM - - — vr' Lei, �� ... 1n nuslirTr, wAsi�cR'R'ra7 CQ � MOUNTING HIN. OF IWO C)TYP. SFCTIO14 FOR SHUTTERS SCFL6 3' = V-O' 9 Y. s: ANCHOR LOAD (of) 2.6• HIM [DOE DISTANCE SWIIELPS6�.A TYPE Cl C2 C3 . G C5 U $uanc OO CONN C1 C3 C3 TO O'-B" TY G CS 1 CB Soana OO To 0" CONN UPS 1 C1 I C} O 1 U I CS 1 C6 114' OW TAPCONOR EICO ULTRACON WITH 1-3N' EMBED (3192pN MIN CONE) H� _ _ _ 1/q'MiLlEN1UM WIlFpST ,_, it- 62 )} 160'. ISO" Tp I6.0" 16_0" 16.0' 16.0" IMP" 100 I6XC 12.0" -95" 16.0" 16.0" H_-T 16,0" MY' UIE ISO' 16,d' i5oP IOD" 16.0" 1601, 10,5" BA" 65" 10:0' >A" 6.0 16.0_' 1J.0" 9. 13.d' 10.0" 9W 15.5" ILA" 00- IB.d' 10.0" BO 6.5" fi.0" 5.0" -40' 40' 7 ,/j�/ 6960 9.5" 6.0' S.D" 90' 9A" 7.6'" 60" -9.6" 95" ID 200 40 145 )5 Ibtl p15" 60" l60' 60 / i60 55" // I60 8.5" %/ I60"I6d'lbd 0_5" 50 90 ]5 J.5' 60,_/%/ 160"IIO <O 105 15' %��� 160 60' 50 UO"N5 )5 )3 fi0 66 19Y WITH IJ/4'EMBED E3275pW NW CONCRETE) ELCO McTEF66 551 W/ 2• EMBED(33$UpN MIN 62 110 200 63 160 Ibtl 130 fi5 160 60 1g0"t]O I60 130,60 55. liE 1E 0, 705 r 160 lOd 95 55 ///l/ 160 l80 I60"I35 BP' 160' 1fi0"16 90 SY I60 d' BO 65 160 I6d US" ]D SS 16d' I. 80 6.5 {OT% /// 160 @ J0' 60 OYTO 120!110 9.0' Ti 160 95 80 55 16 d'160 180 100 0.5-).9^ 65 6! 145 9050 55 55,W141 16W 1l 5" 40 i.0 %///, 180 85 70' 65 55 .1,5" / 123 00 65' 55` 55" 110 CONE) fl=iTpyyy ]3 110 300 I60 160 10 0' I6,0 I6.0 B.0' 155 90- S 0 17.5 BU' 4 0' l6 D' 11.5" S.0. Ifid 1]W B 0' 16Y 12AF 10.0" (60100' 10:V tl.0' 6W S 0 So..6.0" q 0 11!_ 9.0" 1S_1I' 90' B 0 IAA, 10.W' 10.0 16.5116C Eo" 8.0" � 90 10 SA9 0" 65_,96'7 56_ 3.0" ep_ 8.0" ULTRAC TAPCON OR EICO OLTMCON WRX 1-3/4' BED EMBED CONC)IN C) I]I93pL MIN CONCI f• NtM [DDe DI[iAN[[ Cl U Cl U C5 U Cl C2 C3 U CS C6' Cl C3 �C3 U -�[5 C6 IB_ 62 )3 10 I6 d' 160 160 9p I6:0" 160 L6A 14.0 ).S" 55 q5 �/ ], 5" 55 4S // I6.0_ 160 Ib 8.5" ).5". 6.0 �// :0" W'//%/%///BED S•hf/ry 5" 5,0" 6i��f1/4-MIUENWM 0.5" 16.0" 5.5" IS.B" 15.5' B.5" MILUAST l-]/q" EMBFD (3PSpN CONCRETE) {B 16..' 16.0" 13.0" 13.0" 16.0" 13.5" .0" B.C., ).5" I6.0" 9d• IL5"U1.5" 4.5" {.0" ).0"WITH 63 72 16.0" 1fi0"16_O" LOS)105'4.5" S.5" 16.0" 4.5" 9:0" ).5" // B.5"- )0' i0" ///G 16,.d' I6.O° 60 %//. 10.6" D.- 5.S° 5.0" 9.5" ).5^ 8,0" ).5" / 45"IN 9.5' 60' //:i 5' ;5' .9'1/4' 4.5"130 /200 US ALL -POINTS SOI SET ANCHOR W/ 7/0• EMBED 8 114-205SM 1UNCESCREW 4 [DO DIRANCC Cl I C3 I C3 I C4 I CS IU Cf C2 T3 U [5 Cfi Cl C2 C3 ' U CS U 48 16.0" I6.0" 9.5" 9.5" Ib_0" 10.0" I6.0" Ifi.O" 6.0" (3000psI MIST CONE) •�` fit R 130100 2M 160 160 SO" lfi 0' I60' 100' 4.0" >0 S5 35 // 65 55 30 !%//. Ib p" 160" 60 /// 80135 )0 {5 %// "' 60 SW 19 $' Iltl' 50"%1,%// q.0' 45 35 % {0' 35" % /// 9.0' fi5" 55 45 15 60 10" 55- 4:0 / 4.0" 3.d' J5_ 30" 1/4°ALL-MINTS SOLID -SET ANCH ANCHOR W/)/B'FMBEOR 3 MIN[DO[D19TAFLCE CI C} C3 C9 CS U Cl C2 C3 G CS C6 Cl C2 C3 C4 CS U 4B Ifi.tl' 1fi.0" 1fi.0" 16.0" 16d' Ifi.O" I6.0" 16.tl' 19.0" I1.0" 16.0" I6.d 16.0" I6.0" 8.5` ).5" 11.0, 12,0" 551MCNINE fiCR6W (30w,Hi MIN CENC) •F{J E2 JS 110 }p0 I60. 160 Ifi0 BS 16.0"160'I5.0160'160 t8.0' 16.0' ).0" UO 80 4.0 130 ]0 3.5 160'IDO 100"I10 4.5' 85" I6p 160 105 85 160f, i0O"U"130 90" 7.0- 100 5D 40 90 -IS )5 I50"l35 55'_ IS° BO 85 125 115"60 5$ Ip5 90_ 50 {5 BS -].0- 4.0 3Y BS )0�90 3.5 70' 55" 4.5" 1,5• 0.0' 65" 6'6' 1/i• POWERS 55 'A*""] .1 v. 20 SS WlT AND 1' EMBED (3000pN MIN CONC) • -!/A• MEH e000 DIeTAHt! CI C3 C3 Y9 IS Cl Cl CI C3 U. CS C6 Cl C2. C3. C4 CS C6 qB 16.0" IbA" I6.0" 16.0" 18.0" 16.0" 16,0" 16.d' 10,0' 63 72 I10 206 LBO I60 110'31.0' 55 1fi 0; 160' // ///%/// 130110160'LI$ISd 96 S5 ///"'/ 90, 90 /r f6 D, 6,5" ///.- 125 BS 50 1]0 >0" 55 u/- d'JS 16SO 1;,5, B4O"/ /// 00 61 55 f 19:oA ).5" O io s°e5' 90 fi0" 7U" 9K. DO. 6.0' / //J.O"' //v / SA" 1/4-POWERS SS DROP -IN W/114.20 SS BOLT AND I• EMBED (3000, MIN CONC) •l��El�"'-�...,,�1 5-1 ]• I EDO[ E ANC[ Cl I C2 I C) I C4 I CS I C8 I CI C2 C3 C4 CS I C6 Cl C2 C3 G ON ' C6 218 63 1l0 11l62.00" " 1161.00 I I6fi,.60O""'-- " ' I>96].!000 1$e83.032 n 1)0B./90 �1B110 /150,5/0 S.B. ]• MtH [DO! DISTANCE •125MS W/2•ETEWALL Cl C2 C3 G C5 C6 I Cl IU CJ C4 C5. U Cl. C2 C3. G CS C6 ARMOR INSERT W/ 2-EMBED (200DpD MIN [ONE) W/2)5°EYEWALL DMSEpT W/2.5' MIN CONC) 4B 167W: 16.0" 1],0" 0" 3_5" 18.0" 16.0' DW 7.5" 16.d' 9.5" 14, " ISO' 5.0" 4,5" 9.0" E.5" bl ]2 40 16.0" 160 MA 16_0" SHOT 15,5. 160"160.0"16016d/80"1I5110 Oy5" BO 45 0., 0 " 6"35 J79 ]0.5" 95 60 16.0" 145 B5 )D 15.0" 150" )6" 55"/�/lG]5 8A" SO 00 5.5" 45 //// 1},5" 90' {5" ISP' ),5" 65 40 35 b0160. IDS" 85 >0 JO 9.5" 76, 55% 59'35'-_35"•12SM5 160"]p 3.5" 30 3.5 Al" I5 / J5 6.5 115"95"ARMOR Nt 95135 l200 62 )3 _ Ifi.O" 1fi0 160 Ifi.O" I60"l10 Ifi D' I],5" 65 0'• 0 5 15.5` 135 90 I6__0" 160 1f0 �B.O" I6.0"JO"65 95_"{0 B.5 B.0 Ifi.d 11.5"9.5 5.5" I1.0. 60r 1]A' 11.0 8.0" me 9.5 ]5" 5.5 95 3.5' Li,].5° 40' 60" ]0° 9.5" ]5•EMBEDR000pD 6.0"IlD 5�0r. _._._ 9.0" __..._200 ].5" 3.5" 5" 5.0" 9.0°, J.5° ).5" 3.0" 4.5" 5.0". 9.0" ),5" 3.5" ].M 4.5" 5,0" TOP FLANGE 2 x S m OUT510E SECTION XI EPhCING O ++`Qi;• LICEryye1 Q; O O O _♦:: ND PEpp465g9 'B5 iVPI -9 1 R S ((�� INSIDE 3 Op HEAUER7 LL BOi. FLAN E ANCHOq IEEE SPACNG '"�.N3-'. STq SEC i ION XI FE '...att •. o. OP NOTE. "S" INDICATES ANCHOR SCHEDULE SPACING. •III41111Pp)" 099mE SPACING DIAGRAM FOR Cl CONNECTION TYPE: S3 555y$j Cl CONNECTION TYPE USING PIECE (-N OR 4) Z �3Sf lu UfiN 5iP5 ] / 8 COMBINATION 2CE ]"`' YP It /COMBINATION 9 / 10 COMNINATION n 1 TYP. 3 v S 1YP NOTE: "5" INDICATES ANCHOR SCHEDULE SPACING. y91 SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: I C3 C014NECTION TYPE USING PIECE WITH OUTSIDE ��Q�i C4CONNECI19IY14I TYPE USING PIECE (fO OR @WITH �0:Fp6y OUTSIDE. ANCIiORS ONLY(3§ ANCHOR NOTES: .� 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LEADS MUST BE C LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPUCA E (Pp 1). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, TYPE ANDSELECTDESIGN WAD ANUPETEWTVPEEGOSN GREATER ETHAORO EQUAL TO SHOTTER.SPAN, 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O 4. BLOCK OR STRUCTUREC-90 OOD FRAMING. REFERENRCE CONCRETE, PROPENE FOR APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILSSFFOR IDENTTIIFIICATION CONNECTION TYPE. 5, ALLCCONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRBTE a i�� 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED - -' OTMEB NT OTED AND DO NOT INCLUDE STUCCO OEMBEDMENT LTN(CTNS SMALL BE AS MANUFACTURERS' LENISHHES. ' d d8g EU f�l!I Z VARY FIELD VERIFY THAT PAST19 E FASTENERS ARE IIWO FRAMING, TBWOOD FPMINGONS MEMBERS O PLYWOOD. FASTENING TO PLYWOOD %) ACCEPTABLE ONLY FORSIDE A 8. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER q8 I Yp SMALL BE LOCATED IN CENTER OF NOMINAL 3• A 4•'1MINJGWOOD9 NRL/14u DISTANCEOD FMMLrvtt, tl ¢G [ �I HAVE NEAO OR MBX NEAR 9, MACHINE SCREWS SHALL HAVE MINIMUM OF I/Y ENGAGEMENT OFTMREADS IN OR WAFER 6f,M,ItNML164x BASE ANCHOR AND MAY HAVE EITHER A PAN ,TRUSS HEAD, HEAD (SIDEWALK. DOLT), U,D,N. 15-233E 0 DESIGNATES ANCHOR CONDITIONS WHICH ME NOT ACCEPTABLE USES. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHER WINGNUT, 10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 7(lD 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TOCGRID. INTO HOLLO BLOCKLD IMPACT DRILLS BE USED TO INSTALL ONCRETE HOLLOW BLOCK 2":MIN EDGE DISTANCE rrG SEen.NNN To60" £P9COLNNVS'B £e3CONNTe.12;:4': 2i s ANCHOR 1pli1 CORN CI I C2 TYYEy C3 'G I C5 CONN C1. C3' TYPE C3 .G C5 CONN TYPE 'CI C3 C3 G C5, 1/4' POWERS TAPPER+ W/ J9 ISS I55 6.5 fi5 155 lOS 105 J.0 '.4.0 105 6'0 fi0' 1-IH'EMtlEO 62 R 120 126 105 105 45 1.0 IS /% 120 90 60. v ISO �m 1125M5 W/3'EYEWALL Itl_160' 162 1.3" B.5 160'1]0 130 S.0' p ARMOR INSERT W/1-1M' 63 145145 60 60 U59.5 100 90 ]2 125 135 50 45 75 30 ]0 o EMtlED S_ ]00 9 5 IUD 3.3 35 // � (ANCHOR SCHEDULE: GROUT-FILLED'CONCRETE BLOCK- 1'. MIN 9.0. DIDEANCC EDAp AD £PPnf0YjE6'A'_ ^*Ro"..pjo B':.tl"" Bwnl llo To 13'10" MiCNpR CONN TYPE Cl Ci .C3Y1 C4 CS[116tq" CONN i C2 TYPE C3 G I C5 CONNIYPE CI I Q C3 C4 CS 5/16' ITW TAPCON XL W/ 48 160 160 160 160 0-o 16p I-6 16.0 I60 180 I60' 105 95 155 3-1/4'MIN. EMBED bt 160 Ifi0 I60 160. 160 16 d7155 ]60 16D I6O 160 160 1]5186 IBID.-95 I55 180 115 160 12.5�' BO fi5 TO 55 ]00 BO' -.»y. _>] If0 160 160 100 90 19d 115 65 55' 75 I30 IO.d SS 15 60' qqq 300 130 100 SS 45 60 100�55 4.5 60 Ild 10.0 55 45 80 5/Ifi' ELCO OLTMCON W/ EMBED -<0 6E I60 1fi0 Ifi0 160 13.5 93 135. 1fi0 BS 18'O Ifi0 125 tl0 SS T.5 4.0 160 95 69� ,%/:02-1/4'MIN. GO /�� %/)] 1fi0160 >.5 ]0 110 OS i�.///60 BD 55�// / /% %// 50 /G'/ /3 // O UB 3 MIN EDGE. DISEANCE C1 CI C3 C9. CS Cl C3 [3' C9 1 CSJ CI I C2 I-C3 C4 I CS 1125M5 W/2'EYEWA1 ARMOR INBERTW/2'EMBFO 1B 62 I60 160 16 16 D"]5 OS 105 1fi0 ]5 160 Ifi0 15.51160 ��I60 fi5 50 6S 1.5 160 105 135 90 125" BO" 4D 30 ]5 ]5' I6D 160 65 60 160 13.5 iII5 4D f.5" ]5 70 1 i0. 115 115 4.0 35 )0 )0 fio //�/ ]5 Be 50 30' i0o 6.0 55ttNuuu �p�' C10E NO PEpO4fi ANCHOR SCHEDULE: WOOD G=0.55 ��'• STATE GF ._ ,.3N Mm mce'DTSTANce ) 1r, 4A1RNA0) £PBDIL9 TX''Y_(. sPz�3uP_Ta4`_£" T )lit t H AN CONN TIPS CONN TYPE CONN IY .CI " C3 'G [3 Cl' .C3 I C3 I C4 I C5 CI I C3 I C3 G CS '1/4' LAG: SCREW WITH13/4 41 IE.II ]00 115 315 I60' 16.0 JGV 75 70 16.0"Ifi0 160 4.5' JS 15.0" MIN THREAD PENETRATION'61.. 16:0. 160 'B 5' 6.5' 160' I60 16.M 55 55' 16F 160 155" 3:5" 35 9.5" R IK I8d )0: >0 IbD 160 16C 15 45 Is 01 I40 125 ]0 ]0 >5 (j_3tLARW'� 11D r 160 45 AD'_ 1S19013M. 30 ES )5.115 95 30 60 FqIY] BUSHING WITH 200 IL�,SS 0 95 Ifi0 5 20 95160 60 13060S 2 5]/16-WOD 60 1 25 20 025 1.13-MIN EMBED&11420 SS MACHINE SCREW 62 14:5 111 6 10 -]Sw 1]0' S- 15 50 35'30 35_ 20 IS1 30^ )j If0' 125 ]U 12 ]0 5.30' ]0 43T 110 10 >i 40 ].5". '33� 2d 30 j/ 45" 20" 1S' 35 3S ]0 Y.0" /J / ll0" Ip5M5 /.f."'m r� 35 30_7zn. 1C139 )0 / YII WOOD 6[R!W OR1/4'SOWERS TAPPER 18 b3_ 16.01b0130. 1600160 95.9.5" 13.0160160160^B5 160 1fi0' 16.0" 603 BO 60. 16651607a 16.d' 1]5 i" 56" SOf ii:" W rtN L9 4' MIN TIMEAO PENETRATION. 72 16;0 160 BO S" A& Ifi mo 36i0' S0 0. 5'115 12.d l3 100 4.0" 3.5^ 35)5'" 30 60" 40y00iypvoy. 11Y 16.6"16O 5.OT 200 9.0" ].5" 2.1" 3.5" 4.5" 9,0" i.5" 2.5"- 3.5° J.5" 9.0" ].5" 3.5" 2.5" 4.5" ANCHORSCHEDULE: WOODL•{G=0.42)_ 3/1 MIN EDGE DISTANCE £9 PYuS.1Qj 0' - fip'LG2I9.� 5P11 V� O r 'ANCHOR LOAD ON1. . CONN TYPE CONN TYPE CONN TYPE i Cl 1 C2 C3 I C4 CS CI" Ci I C3j CO I CS CI I C C3 I CA I CS' IZ IAG SCREW WITHI3/4 40 16.0 160 90 90. I60 160 160 ED...55 160 I60' 160 ]5 ]5 100". MIN THREAD PENETRATION fie 16W Ifi 0" 65 65' 180 180 )60' 95 40 133' INS 305 25 35 60' R 72 160 160" 54 55' Ifi0 160 I60' 35 35 10d, 95 BO 25 i0 50• 1{-tRL1114'Y 1I0 I50 115 351 30' 90 p1145M5 48. Ifi0 I60 9'S 95. 16D 160 lfid 60 55 I15 35" 35 >0" 62 I60 160 ]0. 65' 160 110 t50' 45 10 T6"Y10' 95" Qj- WERSTADER. WITH L-o0WE0.5 THREAD WRHRA J'MIN THREAD ]3.160 110 ]Y.5'100 Ifi0 55 35. 55" ]0" 160' 60 Ilp fiS 11 ¢" 55! 35 30 35 20 70'. 35" fi5 50 55, IS 20" 20',� 30 35' 3T' � PENETM�ION IIYPOW100m. A]1CH00 N_IE51 SEE SHEET 10 FOR ANCHOR NOTES. o.12s 0.032' 0.031' -{�0.135' -tr 95• 0753-1 2.0.188' .0' LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASTICS S"143IT-UL-B NB r RECIANGUV6t / WINDOW ASSEMBLY e GE OF OFACCORDION HUTTER BLADES 1-1.5--{ HOLE (TO RECEIVE WINDOW ASSEMBLY) RECTANGULAR WINDOW a BLADE W RECT. WINDOW \�LV N.T.S. EXTERIOREIEV ROUND WINDOW ASSEMBLY �EDGE OF ACCOMION SHUTTERBIADES BLADE W/ ROUND WINDOW 13 N.TS. EXTEIUON EIEV r-2:210'-_� 161• 083• -( i41.020' T - Ili- 9� D- 'T TOP OR BOTTOM 2.875'0 HOLE (TO RKEIVE ROUND WINDOWASSEMBLY) MAXIMUM OF 3 WINDOWS LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIORELEV 3 RECTANGULAR WINDOW 13 N.T.S. EMERIOREIEV (INT.) RECTANGULAR WINDOW NOTES: (EAT.) 19T 1. THE RECTANGULAR WINDOW SHOWN IN 511315 MADE FROM GE XLSO IEXAH WITH 0.07S'MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCAR ZONATE WTRI A i MINIMUM THICKNESS OF M161. AITACH '.355• TO BLADE WITH (6) F4 55 SCREWS OR BOLTS WITH NUTS. SECTTON A -A RECTANGULAR WINDOW S3 N.TS, EXTERIOR EIEV is STATE OF