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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTP. ENGINEERING EXPRESS® ■ , \ ��■ PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: FL13757.1-R6 EX Project Number: 15-2338 SCANNED Product Manufacturer. Town & Country Industries St. Luce COunt Manufacturer Address: 400 West McNab Road y 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 Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 03220 90. FAC., for statewide acceptance per Method 1(d). The product noted above has been tested 7.1 and/or evaluated as summarized herein to show compliance with the Florida Building Code Stith Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Revaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled 46.8 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 E1886-05 & E1996-05 and TAS 201 & 203 test standards per test reports) #0353-1102-07, #0353- 0512-09 (signed and sealed by gnu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. Kuri, PE) by ConstrucbcrtTestihb' Corporation (CTC). • STRUCTURAL ENGINEERING CALCULATIONS �QQQ-Yigirt l BgI Valid for Structural engineering calculations have been prepared which 'gam 1 jy 2 evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: _ AUQ 0 ry a 1. Maximum Allowable Spans = .1 2. Maximum Allowable Design Pressures - 3. Minimum Glass Separation = rankf.T4ffrQIhW9. 160 SW 12TH AVENUE SUITE 106, DEERFIELD BE PHONE: (954) 354-0660 - FAX: (954) ENGINEERINGEx PRESS.COM .waacrn,�vu.wwo+aunw.ru.owie name w,mw„mo,•m woamaa+rwm„ec u,am„�evuamv.ux EXPRESS G August 4, 2017 Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 6. 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 1996-09. 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 product. 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 specked 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 product's 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 12T8 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM rwu�mu+,m,a,ccmowvumn-vr. w.+enonu wmm�,iuvaveocmao�c�wnm,esu,mm�moevrannr.,mc TABLE I ALLOWABLE SPAN SCHE0ULE FOR USE WITHIN THE HVHZ MVMZ P64NIYE INHL PDETIVEWND NWM DESXW wMDLWD WIIM LMD WGMAA CEHTFHMATEB NZGAFN _ WMAiE G WNDUAND •yy LUAD IMF) U O�ROA CI'OUNTING 2Jn_ tbV I law150• Ie.b 1M� tsa• )CB• 32n t12 150• 13V IN WA IN. ; lAY 15S .SD_y' lA l' 150' _ =eeB I__ '� __ __-tom• _ _ _=�_ _ BnA 124• _131• VW 8.5.0 121• � 12P _ lAT _-'- _...__12V_- Ie1' ifio 750 nr lN• -15 BOA Hs• lar 1ae- Bsn Mr DP 12w loop.. �lr nr 12). _on ltr ltr _ 11Y _11B• _ IIV leeA I IM 1030 ' for 11r __ _ llY 11V 1IV _ 120.6 1 lw• 1as• 1W 125n OT _ INS _ WD e M6D or MO Br I3 A BB' - i)e.o _ _A7_ _Bh.o__- is A _ 180.0 Tr IP10 w_ 2000 fir 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM BEPARATON FROM GLASS FOR USE WITHIN THE NVH2 uwFAL SEPARATION! PDSNNE FADLIO1A9e DESGN PRESSURE (Pa.) 5"U EA sp.]pABDIE NSTAILATONSI bL4TAUATtlN9 WABpE GRADE V l (FL) 2Be Ma• fi.r 1a• 6'30 Pr 2P 1_ __ iP _ _ SA• 1V 1. 130' _ 20' fir 1V V r Pi' 2P 1A. lOB' ]A• lY 12r 30' IV »r 5.1. Sr 10' 6.7- Da• fib Sr 1.1. -Or- Sr .r 1SY SP ]S iar Br w• W 10' )T PP OB' xP 1r 70 GI' 1.6' 1w O.r IV ar Sr 1T w xP I l r SO BP ]V SY 10' 3V Sr "a BP 7___10•__..__ W •.-]V __ .-.. _ _I.6•__ 11P. 1P Br SV IT 120 =er Sr 105• •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABU C ON SHEET 6113 TABLE 1 MU 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SAM. 3. THE 6.8 SYSTEM FLAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. TOR EXAMPLE: 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 STRUC RE AND NEGATIVE ALLDWAME DESIGN PRESSURES ARE AWAY FROM THE HDST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN FRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. TABLE 3 ALLOWABLE SPAN NON-HULE NON-HY16 DESIGN PMI)IVEAI, WWO NEDATNEWHD LOAD LDADNL (PaM MOI°IINO C(NDT� •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLEA ALLOWABLE SPAR BCNEBULE CI ABTM ESSENTIAL FAC1lh1EE0NLV =� POSTNE DESIGN PIIES511RE HIM SHUTTER aPM1 uwuulMaliPARATnN PRAuraAss W1TALL/.iRYA WITALLATKNJ L]OASME ]DABOVE GRADE GRADE (N) (N) 30 RI'T ]_1' lA• Iw tm• BY III all, 40 m lr P I xr 2V . I2Vxl• 3.1' I 2.r 1Jr Zr 1 IRA• V O.B' & AY w Nf a.i• 1.1• IN' lr 1.r ioe� ar im- r a.r 2Y r 6.r lP x• fie- BT M 00' 31- M- N St• IV Ur xP 2.1' TAY aP I.r lw &W O.P TO NP N• lr ie- W SP BP ].1' 1r IA' w lY PO w Be ].1• IV IT Ir BY 3.1• 2.Y 14- Sr 3V 131' BV Sr Ila W 1+• IT IV w ar� 2V IIY 1 xY 3Y I" w or 11_ xl' IT IV w P 11' ae- 1w xr xr No PEPoIi stp OF TABLE 3 AND 4 NOTES; 1. MON.HVHZ: DEFINED AS ALL UOUVONS OTHERTHAN MUU,H-DADE CAUNIY AND BROWARD MUM FLORIDA. ]. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER EARN SCHEDULE• ABOVE ARE MAXIMUM ALLDWABIE DESIGN PRESSURES AT EACH RESPIRMlE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IN57ALLATI0NSIN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES, 4. THE 6.8 SYSTEM MAY BE MOUNTED WITn:THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR ENAMME: IT IS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE SEMI WITH THE BACK OFTHE SLATFAONG OUTWARD. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICTED ABOVE. THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. IIETI'. �```\K L. Be /��� IPFOW6H9 MML �,•4Ef lw 1 dLr A9rR. 7 NoP =vi W _ F ::`io Fi 3 P1Y1 �X QQp z GENERAL NOTES: 7. ;i 1 EN ]. BEEN TM155YSTEM HAS BEEN TESTED ANTI EVAWATED JNgI 111111111\\ (� CHLLq i IN ACCORDANCE WITH THE FLORIDA URRICANE CODE SIXTH EDITION ((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE IMERNATIOHAL BUILDING CODE (IBC)AND INTERNATIONAL VARIES - NO LIMIT z�l(tl �>uc L�4 a<9 �S RESIDENTIAL CODE 1RC). THIS SYSTEM MEETS MISSILE IEVEL'D° AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN pp p 2. M E399fi-09. SEE PRODUCT EVALUATION REPORT FORMORE INFORMATION. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION I7U( W a"� 0 H DETERMINED PER SEPARATE ENGINEERING 1N ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REOUIREMEMS AS DETERMINED 1N ACCORDANCE WITH HAS 7 AND CHAPTER 1609 OF THE FLORIDA BUIILDDING TOP TRACK /�� )/,�� CODE SHALL BE 1E55 THAN OR EOUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HE0.EIN FOR ANY ASSEMBLY AS SHOWN. Cl/jf(()/+/ - 3. 4. TESTING WAS IN ACCORDANCE WITH TAS 201/2D2/203 AND ASTM EI8B6/E1996/E33D. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVIDED BY A 1.5 _ F SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WI7H NO SEPARATION FROM GLAZING REpUIRED FOR ALL WIND m 20NE5 IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY COOS UNLESS OPTIONAL CRITEIt1A IS INADOPTED BY THE AUTHORITY HAVING JURISDICTION. ' J PLAN i 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND aw VIEW A LOAD DURATION FACTOR CA . 1.6 WAS USED FOR WOOD ANCHOR DESIGN, vl a Y 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0,85 O N8 $$ $ B. SMALL BE USED. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x ¢ PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. t ` 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w W "z S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTOFFICIAL S THE BUILDING Y SEALED BY MAY RE ENGINEER ORSPECIFIC REGISTERED ARCHITECT WHICHBE ,DE ATIL ANDJUSS IFNY THE DEVIATION BOTTOM TRACK CO_ 12. AS A CONDITION TO THE BUILDING OFFICIAL GRAMTING HIS HER APPROVAL EACH SHUT4ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM L. a INFORMATION: f TOWN& COUNTRY INDUSTRIES LOCKING MECHANISM S_F FORT LAUDERDALE FL MISSILE LEVELD- ASTM E188�, E1996&E330 TYPICAL PLAN VIEWS R'8 �p TAS 201 202 & 203 FLORIDA PRODUCE APPROVAL NUMBER aA 6 13. ALL EXTRUSIONS SHOWN SHALL BE6063-T6ALUMINUM ALLOY, U.O.N.,WITH AMINIMUM FyOF2S TYPICAL ACCORDION �a�2d• 14. K.S.I. ALL BOLTS AND WASHERS (E%OF 60 G INSTALLATION) SHALL BE STAINLESS STEEL WITH S MINIMUM TENSILE STRENGTH OF fi0 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4°0 O0. 3/16'0 5052 SHUTTER ELEVATION ALL N.T.S. B I5. q SHUTTOY.ERS MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR ALLSHUTTERSESMALL TER HAVER CLOSURE. LOCK AT CENTER OR SIDE CLOSURE. r TOP TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS CONDITIONS REQUIRE. E 17: 17. 19. LFIELDOCATIONS. FLUOR TRACKS MAY BE REMOVABLE AT NON-RM A CUR LOCATIONS. USE REMOVABLE ANCHORS. EXTRUSIONS MAYBE BENT TO FORMA CURVE WITH A MIN. RADIUS OF 30'. 1 g 19. ALL DIMENSIONS FINISH. ALL OWNUSED INCLUDEANCHORSPOWDERTRACK 21. SFALAM SHALL BEUSEDIT ANCHORSOR TRACKS IS POSSIBLE. ANT SHAl_LBE WHEREVER mvaonmwalerwmrt METOWATER PLATED AS 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 22. ABOVE-NOTED HE 6 8 SYYSTEM BUILDING BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE tewui BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN FABEPiRLFDVXI PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. S3 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK gg 8 m, BUILD OUT WALL HEAVY 2—LEG WALL LITE 2—LEG WALL O HEAVY HEADER L O5 O LITEEADER/SILL SCALE. HALF SIZE O SCALE HALF 512E SCALE: HALF 512E SCALE, HALF SIZ SCALE. HALF SIZE p --RE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL RUSIONS — 3 " L71 �Z, U. YO• n 106 2 1730" Xl5 TYV �M13S' 4510" Og SILL ADAPTER ' LE HALF SIZE EXTENDED SILL �✓ CALL HALF SIZE rDSILL SCALf, HAIF SIZE 1 S) 1q CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALD HALF SIZE SCALE HALF S1ZE Lilllli! l �asln• J �p EXTENDED SILL ADAPTOR SCALE, HALF SIZE I7 'MID SILL 72 MID SILT. ADAPTOR SCALE, HALF SIZE SCALEt HALF SIZE ��II OOBU'� v .Lp2' I� b30' 09G' 2A22' p.115' ul �g RADIUS CEILING HEADER/SILL p,p96• SCALE HALF SJZE .IDO' a,opo• P, 420• �g WALL SILL CLIP SCALE HALF SIZE WALL SILL SCALE: HALF SIZE _ i1.125' 19 ANGLE SCALE, HALF SIZE NYLON WASHER _OH A, UFN IUM 11llL0 N BNS.1116 OP110N LL IIG x Y-3/L" 4lb HT S.S. `—INSCFTS SCIEW W, INTO 1 C IIL 1 N.C., C COAT INU TRACK I T Y P T OP 6'01 TOM; NYLON UUSHING W/ V/A511(N, 7/I6"0 x VZ" p INTERIOR JOII4T TOP T/IB"m s I- h INTERIOR JOINT BD TI OM Ell HER CAN BE USEO IN E%T'ERIOR 2q BUSHING ASSEMDLY DETAIL .623- 09 _7003 6.8 CENTER MA l/3O UNIMAI'E LOCK SCALE: r1ALF SIZE v Si ALP HALF 5RE 5.500- +. 13/16- WIDE f--f.4U0' to 1 YP. o[nn MonEl npe SECTION A INOUSINIAL $YtIEI-IS 83y BOX LOCK SCALE HALF SILL 40 RECESS SILL SCALE: HALF SIZE 375m p10-21 THUMB J FOR USE WITH 357' 276' y N.062•fiJ n ,154'Y T37 //////------STAINLESS STEEL %-- YLE UNYLON WMEEL 0" .240•• 1'YP. AT EVERY OTHER INSIDE JOINT AT TOP AND ®OIILY 22 ROLLER ASSEMBLY CY1x10ER-S01R1 BRASS, RKBE PLATER M1WSM16-ZINC UILASIPOWDER 1047E0 OSLIDE ROD 21 E. SCALHALF SIZE NOTE MAY BE KEY OPERATED OIIISIDF OR Tit"SCALE. HALF SIZE IURNWERAPOWSM f-T'250 23 BRASS PUSH LOCK 16�—T SCALE HALF S12E 2g BOX CENTER INSERT SCALE HALF SIZEy 3(;-,N MALE BOX CENTER SCALE. HALF SIZE RAINGUARD SCALE, HALF SIZE 32 FEMALE BOX CENTER SCALE HALF SIZE 4000- o ro .224- .ono' yg DECOfiATIVE FLOOR TRACK SCAT& Ilwl.f 512E NOPE0046549 Vim_ n♦♦ STATE OFAl 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE HALF SIZE SCALE: HALF SIZE T/16"m STAINLESS ST EEL NUT — NOTE: ATTAHYIENI STREWS FOR ENO SIRWS SHALL BE 010 WAX [!1 HEAD STYLE VARIES H BU 3g THUMB SCREW } SCALE, FUEL SIZE iB0'.f-j 716 CHINE SCREW 4 LOxI OR 5 STAINLETAINLE1 in MSS 5 Hit RCA INTERNAL M4AL STEEL I IIREAO INSERT N V 31 SCALE, VGWUEfI CURT T0. ZINC DIE- CAST �sLaLE. FULL SQe_ 3g T—LOCK ADAPTER (OPTIONAL] 1 'RDD_LL iwl.e HALF sac 39 2X7 ANGLE SCALEHALF SIZE u om •• rv; ^, L.S i .� ' F'� _ �— P, OR PnrtUPS DRIVE STREWS, HAND.TWnTOIfO OxLI °Ij• 1, InSn' �N N 400 4Ob 4OE END '.;TRIP 1" 2" & 3" EXT "'U"' SCALE- HALF SIZE YiB 96 •O a�l pTw}IIUWMLIWr 152338 �� fe91P6l�I04TL . d IW O c DGP- .OR IHOWN EXISTING GLASS EDGE GI ST. _ EXISTING GLASS nFOul.Fl—DIST. 1 ;`je PMBf ILL (INTERIOR) i. S'[d ISALT. DIR CYION y 1 % .- OF ANDL' LEG II u f (EXTERIOR) TYPICAL PLAN VIEW SCALE 3s V-U" `—M L 0, 062" THICK .6063-T6 A UM, ANGLE I" • 1" MIN. U 2" N 5" MAX. CANDLE LEGMow AY BE REVERSED) ASTENER IN OC IUSf ANYANCHOR SHDWN IN ANCHOR 13 SCHEDULE. I" MIN. EDGE DISTPRLEI. TD a 012 x 1/2" GALVANIZED BOTTOM OR S.S SMS, 3/16"0 ALUM 1/A_ 20A1 THUMBSCREW INTO POP RIVET, OR 1/1-20 THREADED HOLE LOCATED l MACHINE BOLT 6 NUT 1/3 SPAN TO 2/3 SPAN FROM (m Ib" 0.0 BOT I"OM OF SHUTTER FOR BLADES SS'-3" USE TWO T14UMBSCREWS ON BLADES -8'-3", ONE & I/3 SPAN LOCKING DETAILS FOR CENTER MATES AND ONE AT 2/3 SPAN FROM 00l'TUM LOCKING OF BLADE, TYPICAL. FOR LOCttwG SHUTTERS, A BRASS PUSH LOGE �SHOWN RANDOM .. N O MAY BE SUBSTITUTED WHEN USEI�WITH AILS CENTERMAI'E R25 AS SHOWN. RECEIVING MOLE FOR THUMB SCREW MAY BE 7/16' dam. END E TRID SCMEDWE SPAN FROM tl SPA14FR.Rf OITOMI El fl G OF 1 �rl• µDC TOLESHALL BE3/ MAX WIDTH, UP TO I" 1" ]IIEIGI❑r046[GR'flUd DN TOMS CC)TYPICAL OUTSIDE CORNER CLOSURE 4(OUTSIDE) lltw woven NVUSTUD exDETAILS /_________cew[e WO CORNER POSTNI:SILLscgew oxu4aY cOL1 Ta Wo Tw. TYPICAL INSIDE TCOR14ER CLOSURE �_ 3 F3 CC2 DETAILS WO/CORIJER POST S���d�S �u �R ii I/A-zO TTERMATES 1 (EXTERIOR) WWC� gpG� INTO 3 SHUTTER S AN \``R 7 H TD3/35HUTTER SPAN ECEIVINO HGLE U,-" SHALL BE 3/0" MAX WIDTH UP c l0 1" HEIGHT. � IPLE SHUTTER ASSEMBLY SfF fNU 51NY LFM(UULF �W;al i0N BAN. SFAH WHEN ��II 5L' dyq USWGLOa, too OH W[ �Ip-D-'" rrN'� I� =.EI SO 'N SSTARIER SIMP TO F l Hui I G�� PON,S ALIER14ATE END STRIP DETAIL \- VIAND -'I IGRTEN GIRL YI. SCALE, 3'.. T-0" ANT TRACK W/SCREW BOSSES. EXISTING GLASS (INSIDE) SILL (OUTSIDE) 1 1 15-2338 1 USE Ill BOX LOCK AT 1/5 EAu oeNulrt SPAN TO 213 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" • 1'-O" 2 rAST ENERS EACH ANGLE - OR 2" . 2" . 1/b" ALUM ANGLE 1 HREE 3116"B ALUM, POP RIVE IS OR 1 MREE N11EMS. TABLE A 1m) PRESSURE VS ALLOWABLE LENGTH 11111 B' 31G11 1��rb N4W�' Ba 137 NSr n nR• Zvi el 9 ] --!I—y ua• us• IOa 1>D I"- ur —ISO or nr or W II 3i to RIVET OR 1,12 "SO IB" V C UH 1/4-10 NU1 6 tlULL I1 YY.1. ALVN. 1VbC 6063-T6 4WY vE 1MIL ICH 'JIE 60>3-IE ALUH. ANDL[. IYY C2 CONNE REFERENT SCHEDULI SPACING- Cl \S CONNE E RE ENI SCHEDULI SPACING - ALTERNATE THRU BOLT —3/16"0 ALUM POP 19 RIVET ON M12 EMS (U 1B" U.C. ITVP 1 I I=. IL J i {_—F—Ct CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FUR MAX. D • •• I SPACING MAY USE MALE OR FEMALE LOCK-SLATI / II/ ` IL Q GLASS CC3 TYPICAL CORNER CLOSURE DETAILS � HTS BLE B(LCAS ALTERNATE TIIRU DOLT PRESSUA PSF �61 / WITH qO 1n' / WRIT ry0 �I&T _- n 4T >t N 101• Mr IN 93• l9 101 9T I3V in or Tar SO 7v 1Vl 1 H. W. 3f 10'n ALUM POP kIVET ON x12 SH1 La U"OC IT YPI 2 FASTENENS EACH ANGLE THREE 3/16"e ALUM POP ..VE1S ON O 1MNE( qla SN" 1 TP OR1". -. VB' ALUM. ANGLE USE MALE ON FEMALE LO[n-SLATI CC4 TYPICAL CORNER CLOSURE DETAILS O1 Yt NTE M. W OR DOOR EXISTING CONCRETE. BLOCK OR WOOD FRAM114G EE INSIDE SILL MOUNT SECTION SCALE -'3'. V- 0" 1, /NUT Hp11uTLUE AD E004554 W/NUT(RT j2".-O CryRIR 014 101-T6T Ii VP 1'm•-®)tOTTOMI [�'l_� SFEi Y4 . FOR NW7 T— �FOR 13 WLLum Y Y n Qgy �am ib a 6 CI u.N SEPARUIOI 10 MASS n �� % Nm $ pS h3� Erur4- a 4WAJ1 �\ ou x 1/4" MAX. FROM PIN � F IUIEF. 10 OIISHING n n nl i e:.. 2" ..IONS•• "063-T6 ALUM. TUBE OD ALTERNATE BUILD OUT MOUNT SECTION 83 GALE 3'.V-0" ACCORDION SHUTTER PER PRODUCT APPROVAL WJ AT P 55 �1 yAg ANDAPPL`ORBDTTOMLE xF ]'OR 3' 2 @2iS '��1` `. d22 3/2'MIN. ddd 2'z]'XY'X - �11T5' IF CONRNUWS OR 3'• -� lE 2•XS� X[ONRNUWS � 1 6061-16 AW IMM ANGLE ANGLE 2' ANGLEFASTENEOTO 0.9•MIN.THICX6061-T6 ALUM TRACK FASTENED e �j E%ISTING3X11 TO ANGLE WITH I/4-20 ®3 o oil I f CONCRETE NEST MACN'NE SCREWS AT 3• FROM ENDS AND 9.O.C, OAXPiRW.LB11LmFE STRUCTURE WITH FOR THE BALANCE 15.2338 AT 3!LCOULTNACEN9 2-1/2-MIN. — AT 3' FROM ENDS AND EXISTING CONCRETE AA9XDFACXIRIOAI 4' O.C. FOR BALANCE MOST STRUCTURE(3000 WITH 19.• MIN PSI MIN) EMBEDMENTAND23Y SEE TABLE C FOR MAX SFAN AND PRESSUNES MIN EDGE DISTANCE, 93 STAGGERED WITH 3' MIN. SPACING, TVP.O BUILDOUT MOUNT SCALE. NIS 0 z FOR AsfM - GLASS [55LBIIAL a w GLASS OFF DR DOUR— ETABLEi TABLE 1 aoMt Uli DOOR — A F SE FOR 'FACE �. Z f UML2 NwNO 1/4'-2U IROD BOLL W/ IN AN. SEPARATION 10 BASS -13 X✓I YI¢� 012. 1/2"SMS.(IJ 12"D. C. EOLK NUT OF 1T"U.(. DH trwp ORB/16"B ALUM. POP 412x 112-SMS&12-OS C:. 4 RIVETS(. 6-O.0 OR1/4"O DR 3/1E"0 ALUM. POP HIVEIDE.6-OC ES W I -I ALUM POP RIVETS 111 12- O.0 OR VA n ALUM POP(IIVETS / A 11 AND OF t2" a Er.5` ( / VL" MAX FROH PIN ASSEMBLY V ANO 10 I- UIDE TO BUSHING ASSEMBLY WASHER(TYPT .l 1/T"1'YP EXISTING CONCRETE. t BLOCK OR WOOD FRAMING 1. I / 3 CONNECTION TYPE FDfiF REFERENCE ANCHOR rI / Opt SCHEDULE FOR MAX AS SHOWN J CONNECTION TV[ IN IN DIAGRAM ON PG. 10I i REFERENCE ANCHOR EXISTING CUIJ /J SCHEDULE L( MA% BLOCK UR WOODFF SPACIIJU ULATION,FR FASTENER EUCA i1ON FRONT / I 1/L" MAX EROM BACI{ 1 RED NOT REO'B PIN LUIOF 10 WMII THIS LOCATION IIIS LOCATION I I +l (I v-1 GwgsuER J{Y"-NTI•A INSIDE MOUNT SECTION f SCALE . 3"= 1'- 0- 1 I NOTE• FOR TRACKS A, B.O. AIJO E OP THE BASE TRACK MAY E f YIIIFI 1/L" GAPS, PHOVIVEB THAT EA I D DRAT CA \� / � A MINIMUM OF TWO SETS OF ANCHOR j TYP BDTTOF RINIMUM OF 12- LUNG. THE SILL OR CE 6 FOR L I w w REf ERE1JCE ANCXOq l W/NUT CN,1E'Q/t, OR SEE FARE 2 I'm MIN. -w 1 SCHEDULE FOR MAX. 13 .1 00 SPACING /2 all SI4S rK A}.CNO PRO( ITYP TO{ ST(BOTTOMI SEPARATION N T- 10(ass :A '•., j J nw N �'./ �(�('�' i STAY, RM �S.,F I FOR A$]6( 1/4- MAX. FROM PIN Ut gU$XIIIG [SSEMT. 13 ia¢ ^t/Z'L! _ 1/Z'TYP WASHER ITYP.' PH Mto " GLASS 4 CONNECTION TYPE OR DOOR �_ Y fON AMU SEE ?AWE 2 m M o EDGE REFERENCE ANCHOR u FOR DIST SCHEDULE FOR MAX $UAR0.AIjN L DNH SPACING AS SHOWI4 4 CONNECTION TYPE IN DIAGRAM ON PG, 10) REFERENCE ANCHOR :TC, SCHEDULE FOR MAX SPACING,ALI FASIEIJER n _ LOCATION, FRONT AND � ORe R O At 11N BACK ANCHORS' NOT REU'D W I'DI 'I'NIS LOCAIIpN Cl CONNECTION TYPE 2"__" _ - 1/4" MA% FROM PIIJ GUIDE TO GUSHING INSIDE MOUNT SECTION REFERENCE ANCHOR B SCHEDULE FOR MAX WASHER ITYPI ty SPACING 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX EXISTING CONCRETE, SPACING MIS SnEEI, SECTIONS BLOCK OR WOOD FRAMING EMBED. CTIpN NA BUILD OUT MOUNT SECTION NIS �EIS !: TGAC CD EXISTING CONCRETE SCALE . 3"= 1'- 0" EXISTING CONCRETE, STRUCIURE BLOCK OFF WOOD FRAMING EDGE IST. 4 CON)11AX EMBED. C2 CONNECIIDN TYPE W/ EXTRUSION y2 EMBED 1 CONNI ITN TYPE REFERE 5 CONNECTION TYPE W/ CXTRUSION /1 REFERENCE ANCHOR W SCHEDU REFERENCE ANCHOR SCHEDULE FOR MAX, W, SPACIN SCHEDULE FOR MAX SPACING AS SHOWN - S 6'" SPACING//�V.. I14 DIAGRAM 014 PG 101 1416 //��� &RO 1/2^ L 3 4 A GLSEHu ¢R 1/T' OR 012 x 1/2" SM. 12" ION PAT SEE IAEIC O_f�C. OR 3110.0 AL fMPOP YPARAIHNf¢1iS�IN �✓'OoOR RNFTS 6"OC GLASS OR kf(W NNII N�zONj 13 I- 2� IwO ALUM POP RIvL'IS C.'2.0 .1 DOOM f¢I YW GLASS fA1�51y�1�'5hYf V FA Af'C,h CUP Ix'ON�' uh w z SPIAAIICH ,X{w �•1 OR 000R MIT Xzoy.l I00.A55 t�DOY 1/4-20 S S MACHINE ry41w�[yIAB[T ARAtuillD a O u �,+� (2)ANDG 1/L" MAX, FROM PIN V M SCREW A NUT OF QASS V'^ ASSEMBLY 1/2" GUIDE TD BUSHING = - IR OIL T_YP. WASHER(TYP.1 - 0 �' 1/4- MAX. FROM PIN 1/L" MAX. FROM PIT! rt GUIDE BUSS RING W - 4 CONNECTI011 TYPE 1/2'A GWD TO BUSHING Oj DRQ (TYP.1 G Lx WASHER (l YF I R i to IF REFERENCE ANCHOR WASHER B 6 EXISTING CONCRETE, u's SCNEOULf FOR MA%. CZ CONNEC110N TYPE W/ EXTRUSION %p2 /l Iv X O1 �HLUCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNEfTION TYPE YI/ EXIRUSMN pI - FRAM1146 BLOCK OR WOOD FRAMING -C4 C014NLCIION TYPE IN DIAGRAM ON PG, 10) REFERENCE ANCHOR OIL REFERENCE A14CHOR SCHEDULE FOR MAX 1/C' [Olui� / 4 CONNECTION TYPE p12 ° 1/Z" SMS (O 1T" O.C. OR 3/16"0 ALUM SCHEDULE FOR MAX SPACING. ALI FASTENER SPACING EXISTING' CONCRETE. 6D61-TE ALUM, ANGLE (MAY BE REVERSED REFERENCE ANCHOR �' SCHEDULE FOR MAX, - POP RIVETS FIB6" OX LOCATION. FRONT AND ANCHORS NOT BLOCK OR WOOD FRAMING AS SHUWN UASHEER SPACING DN CLUMP WITH THIS LOCATIONBACK WALL MOUNT SECTION OWALL RIVETS BB12' O.0 O CEILING /INSIDE. MOUNT SECTION O WALL/BUILD OUT SCALE . 3"- 1'- D" SCALE 3"• f- o" SECTION SCALE , 3-. 1'- 0" L GLASS — uuuR I , I I I I I 1 I TWO I/". W000 LAG SCREWS 21- OC MAX. WITH2' 3"MIN THNFACED PENETRAI'IOIJ fO, MST. "T" IILITO CEN1 I OF SIUpS [Mb "T' - 14 SMS (lu MIDSPAN BETWEEN STUDS FOR IRACk It) 1" A 4" PLY WOOD 6 I USE CONNEC 11014 S -i UCCO FIWSH- I".A"..125.' 6063-T6 ALUM TUBE 'HIS Of TAN TO BE USED WHEN >TUO SP AE'0 EXCEEDS THE MAX. ALLOWABLE ANCHOn SPACIIJG. OWALL MOUNT SECTION Tins DETAIL MAY SCALE 3"- I'- 0" ALSU AI BETOLEE EXISTING - STRUCTURE FON ASINLILYINVAl I,,, Es ]EE TABLE J k ON INN? SEf NEE 2 � � " ° EXISTING 1/4-lO IN AN APAHARON IU CLASS 1300 - o - 4Y+a N r STRUCTURE ALT LEG DIRECTION r A"1 d063- E6 ALNiINUM r ANGLES RER tlCwm END, SCE PER SPAN IUBE MACHINE DOLT W/NUT (O 12" D C OR .WTI., Nua p D POINTS SO SET TB SOLID SET ANCHORS WITH T/B"MIN _- A 5[MEpuLE C _ -� 1114 . 3/4" EMS fi" O.C. K m Dt InF z PJ EMBEDMENT CONCRETE OR BLO CK, 3" nIN -Y ACCESS HOLE) PERDESIGN PER bESIGN SCHEDULE SPAONG AND "' 3' MIN BIBB DIS fANCf. -- - '! ... X s. C F 5 6 ' 1 3" MIN. 14 16 0' 1 U. p151 (OR E$](��L52NILL(dUUll[i -SEE U N 1 W MAX. FROM PM GUIDE 'I 1AOLE I N ENI IINn Y( y WHER TO BW HnJG ASI TYP1 .GLP OR DOER --II P Am pLP55 VIA n 0 THRU BOLTS BEAM EDULf FOR T.. LEG DIRECTION * 6PNJT1BE 6CHEOULE NLDWPHIENBE NWBEROF ULS.U�30 TUBE SHUTTER SPNJ THRY00LTB ANCMD�PER ANGLE (T;4EN4tlnlOP EGGS SPAIN AfGPi TOP BOTTtlA TOP BOTTtlA TOP BOTTOM TUBE TUBE TYRE TUBE TUBE TUBE TIB�JIJ rXEk F— 1230• ljWT 2 S 2 3 1• r B.fu• �• mtr EOBe• ] __z `3_ 3 Y r Im BBT & 1' ] 3 3 3 i' r DO 1RB.1' 13].P 2 2 2 ] I• T 2•ARN 0.1R' 11•B_ 1M.1' 2 _ Y 3 3 T' r 19 f0]B' tDBB• 2 2 1 4 IB' iY M 130 D' 1RB.D' R 2 3 3 T' ]' MN 0.125• �^ izz.r 15e.r 2 2 3 4 i' 1P 123' 1fEA' 1D.6' R 3 A B 10' fY TalOy �, tBO.t' RJO.P 2 3 3 • ]• Ip' ] 19• _ it 1T (1/4•HAXFROMPIN GUIDE SPAN TYBE SCN bum NOTEBI fTe0 HI f vv, 3.-USE z•x7•vU/•-OR7.S5'xl%/•ANGLES FOR 2'a5•B3•a6'BEAMS. 2. USE 2'ES•X1/4' ANGLES FOR 2'N8' & 2•XIO' BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3. SPAN TUBE PER DESIGN 4. TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR IN SCRIBBLE COMBINATION WITH EITHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAMSPANS. 1/4-20 MACIIII42 BOLT S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH W/ NUT CB 12" D.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN OR Ni4. 3/1."SAS (N TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS ANCHORS, ANGLES AND 'BOLTSI WITH THE 6"O.C. SHUTTER SPAN TAKAN AS THE SUM OFTHE SPANS AB �E AND BELOW THE BEAM. ACCESS ROLE 6. UPS EAMSARENOTAMOWED. ]. ALL BEAMSANDANGLESTOBE6063-T6ALUMINUM. w BEAM SPAN SECTION -GLASS N o SCALE. 3'. 1'-U" FOR 61B.E5SUUTAG OR DOOR. ACUIIES SEE )ABLE J 4 13 ] u flUi INll? SEE TABLE [ (TIN YIN. lILY110 N u fX15 i1NG WOOD GLASSSE'AR X a TRUSS OR RAFTER N U (a 2V'4G 2' M FINISH FINISH 5g MATERIAL IHATERIAL� MAX. FROM PIN GUIDE TO iO BUSI111JG WASHER IiYP.I T" • c" . 1/tl" E063-16 vN TILE PYP.I ALUM. TUBE LA THREE HNISR MATERIAL SCREWS WITH 3-3/4" 3BUI MINIMUM T@17'PLYWOOD trt."w A325 GRADE THRU BOLT W ]" O.0 PENETR.'T'"IN WOOD (N OR 5/16"m A325 GRADE THOU BOLT (N 12" O.0 EACH RAFTER OF TRUS51, _ OALV. OR S,:i, 24" OC, MAX, WHERE I 1/4"G fLCO ULT14ACON TO <OIJCHfTE/(NU TUBE EXTENDS BE YONGI Ln5'1 FALSE MORE THATI 5" O.0 H/1-1/f.^ MIN. EME, U". EXTEND TUBE TO IIEV''. OR 1/4"P LAG SCREW CS 4" UC W/1A/B" NEXT TRUSS MIIJ. EMU: IN WOOD SG, 0.42. TO 0,55. °NAM 12 SEE l_ 2" A 5. 1/8" COAT 35CLrtD BASED ALUM ANGLE 16063-761 'E OF STRUCTURE PASS THIRD DETAIL IMAX DESIGN LOAD A 72 P.S F 1 1 H SCALE 3". 1'- 0" L11-1 (MAX DESIGN LOAD . 12 P.S.F.1 1 I I / I W_l, _6 w L 2" r 5"'. 1/8" oO63-T6 U I-mNI ALUM. ANW/ THREE o 0: 1/4"m W GOD LAG 1 itiuW SCREWS WI1'112-3/4" MINIMUM THI2f ADED vllj O✓,� PEHETR."I' (WOOD Q,1 XwttTa EACH RAFTER OF TRUSS, L ..O'4 24" O.0 MAX. WHERE M ANGLE EXTENDS BEYOND u LAST TRUSS MORE THAN _ 6-. EXTEND ANGLE TO NEXT TRUSS. MOU14T SECTION K OTRUSS SCALE .3". V. O" N w ti— 15-2338 8 M * No 1'q YCON LA 24' WITII I-1"" MIN -U L aMNfo ? /£ EXISTING CONCRETE ON BLOCK ONLY. WOOD / 'RA gNCNOflS \YaI ALCS L ACCEP ABLW.L 5tl TI' 'Elil'E/ a'(" \ S OKl \ \ a Id RECESS SILL DETAIL \\ f] 'SCALE 3"• 1' U" S 114•. MAII.FNOM_ S PIN DE 10 I J j BUSHING NGu ASIGN ITYR) � rrr BOT Tnn w ys I� I 11A f-TE ND M. PROVIDES CV OF CUT SHUTTER PROVIDE EX 91P OF CUT ND BAR , WHERE TRUI FRONT AFIO BASH. WHERE FNONI Up E%1ROSION IS CUNT IIVUOLISNEINFORCEM IS NOT RfUUIREU H(DC) �`— Ie -APPROVED MOUNTING PIECONDITION. MIN OF TWO I TYP. .SECTION FOR SHUTTERS PI SCW.E: J' = 1'-0' 9 sk"I i ANCHOR LOAD (PH) 3.6' MIN ¢DD9 DISTANCE Swn. U0 CONN CI [3 C3 To 6'.0" TYPE C4 'CS [6 $wn UO TU O'.B" CONK G Cl C] C3 CS C6 Snen)UP CONNTYPE Cl C3 C3 To 13'-0" I G 1 U 1 G 1/4.OW TAMMN OR EILO _18 MW lbq' 16_d' 16.0" 16_0" ME 16_P' 16A" 10,5" 10.0" 16.0" 13.d' ISS" 16.d. 6.5. 6.0.I 9.5" 9.d' ULTRACOx WrtN 1-3N' 63 16.0" 16.0" 12.5" 13.0" 16.0" 14.5' 16.0" I6&B" 0,0" 7.0" 13A" 10.0 1L0• MEW SA" 4.0" 6.0° 7.0" EMBED(3192y9 MIN CONC) 3-.........._ _ 1/1•MILLENIVM MILlFAST >2 160 ULW LOW 16,W 12.5" 15.5" 16A" 6.5• " 6,05 9, 9,0" 9.0" Co.. a.0" ,0" U/• 60 5. 90"9.9" 6.w S.W. S.0') 110 300 48 10.5" �.S" 1fitl IL5" b.C'_ 16 tl_l60']80 b.0" ///"/ _95" Ss" B.5" J/. Ifi0 B_5" 5.0" I60 9�p" ).5" I60"I8d'1L0'105'16.0 >_S" 6.0" 9,0" %/ 4.3" %� 6.0" S.0" U.0'14.5'Iq.!°6! ).S" ),Y' 6.0" 6.0" WITH 1.3/4'ENDED(327WI 62 I6tl 1500 1)0 1]0 I6 tl'I55 160"10.0" 80 JO 1]0'l10' 100 90" 50 10 55=]5 MINronCRETE) 72 l6 V f6.64 105 95 16.0"t35 115 IX.5" 65 60 0.0" 9.5 06m >Y" - a' / / 4.5" 6.5" It .. ___�.__.- _ f/1' EICO [RETFfIE% 110 100 9B I3D" 6.5" 16.0" 13_D" 5.5` 16.0" 6A" / 16.0" BS' 18.0" 9.0" /// 16.tl' 9." 5_5" 16.tl' 6,0" '6_5• 16.0" ]A" Syi" 18.0" 40 IbA" // 15.0" A.S.% 16.0" LO" 9 HLW 6.5" 6.!^ 16.0" 515• $.5• 16.0" / 10.0" / 8 V 12.!". 5.S. S.9 W/]•9M9ep QISBpIHIX CONIC) O�41R4> >} 110 16016:0"18d 1601fi.0"155 16.0 __ 16.d' 9.0' 160160'I601fi:0"l60° dS B.0" 1b,0"IB.p"16.0°NICE .._. 1LS' .J 13,0 _ 12_tl' f�0.0" 13tl lOV 6.0" 0 .. 5.0" 8tlT160"d61]5 115'110"L30106 _ _. fi.0" 9.0" _ _ 10.0" ,. _. 6.0" ]0 6tl !.0" b5 50 1.0"5,0" BOILW) a5_gs} 0.0" 200 IO.O" B.0" 5.0" 1.0" 5.0" B.0" 10.0" tl.0" 5,0" q.0". 9.0" B.0" 10.0 6.0 5.0" 4.0• _ S.0" B.0" 1/4' ITW TAPCON OR ELCO ULTMCDN WITH pg INN EMBED (3192px MIN CONIC) BED (3193p[I MIN CONq Dom••••-"-••- 1• MIN 9DOE DLTANCC Cl C3 C3 G CS G Cl C2 C3' C4 CS C6 CI Cl C] C4 C$ C6 9B 62 )} llo 16.0" 160 160 u o 16.0" IB 0" 160" l60" Li o" ).5" S. 4S IS %// ) 5" 55 45 ♦5 /// 36.0_36.d' I6 O" 19 U" 190" a S.s�i 5D 50 I50160 150 159' /' IC 95• s��Y E.5" 40 �� 15_0" 105 105 90 ] o 15_5' 95" 95" )5",/�90 )5", a o•�/ 9.5" 6A°00 6A° Tie MILLINIUM MILLFAST 40 16.0" 16.0" I].0" U.0" 16.0" 13.5" 16.0" 16.0" BA.' ).5" IS". 9.5" it II. 1.5" 1.0" >.W 6.5" WITH l-9/4` EMBED (33)Sp)I MIN CONCRETE) (j�++�-•-+- fii IfiyO" I6:0" 9.0" BS_ 16.0" ]OS" 11.0" 15.0" 5.5" 5.0" 9,5" ).5" 8.0" ).5"%'%iy/J LS' S.0" )2 110 IN 160. 105 5 5 1f15" 15° 45 /// )0 90 % 1fi.01 6.0" //// BS 60 %/ 115 5 5 11.5" 1:5'T 4.5' 1.0' /. 1.0' � 6.5" q.0' / 65" S5" S. 5.5" 4.5• OW IM' ALL -MINTS SOLID -SET 1-l/1 ¢DOE D ANCE 11.1 Ci CI C4 C5 C6 [1 C] C3 U CS C6 CI C2 C3 G CS C6 Ig ANCMORW/J/B'EMBED6 1/9.20 ES MACHINE SCREW IB 16.0" I6.0" 6.tl' 6.5" 16.0". ).0" IO. S' 1L0" 3.5•. ].5" 6.5" 9.5" (3000pu MIN [Onq •� 62 )2 llO 200 16.0" 0 60, 100 s.0 f6.0" I6.0" IO.U" XA" ].0" 55.55 35 %%/ 6.5" 30 16.a" ]6.0_ fi0" i 9.0" )0 IS %//. 13.5" 105 60 5.0• t4_5" ILO"]5 50 4.0" 9.5" j/ // 1.0" 15 % 9_0" 8.5" ).0" ////! 5.5" IS SO / i 7.5` 60 SD 5.0•' ]."' 4.0"_ 4,tl' 3.5" 1/4- ALL-POUITS SOLID-SEf 3' MIN 9DOE DISTANCE CI C2 C3 C4 Cs .Cfi Cl C3 C3 C. CS Cfi Cl .C3 C3 C4 CS C6 ANCHOR W/)/B'EMBED 6 1/930 SS MACHINE SCREW (3000p51 MIN CONC) q8 16.0" t6.0" :' 16.0" 16.0" 16.0" I6.0" I6.0" 16.0" 19.0" I).0" I6.0" 16.0" Ifi.O" I6.0" B.5" ).5" 62 16.0" A 16.0" I5.0" 16.0"15.0" I).5" 6.0" 5.5" ].9' 9.0" • 00 10519 U" 1 _ BS )li" 50 CO q5 35 55" 4-r BO" 6.5" )2 110 160'160"130 I60 16A" BO Otl'I60"180 __._ )O 100 110 I60300'2 105 __. BO" 85 1.1p.IS )5 u0"ISO __ Sd" 200 0,5" ).O" <.0" 3.5" V4' POWERS SS DROP -IN 1-5/E'MI EOOE DISTANCE Cl I C3 I C] I CA I CS I Cfi I CS C2 I"C3 C4. CS I C6 I Cl C2 1 C3 U C5 U W/1/4-20 SS BOLT AND V EMBED (10)DPR MIX CONIC( • IB 16.0" I6.0" 18.0" 16.0" Ifi.tl' 16.0" 16.tl' 16A" 10.0_ 9.5" 16.0" 13�0" 12.0" 12.5" 6A" B.5" 7.5" 9.0" 6i ]3 110 Ifi.O" Ifi0 110_ I6�0" I60" ILO" I3.0" 95 ;" 55 11.0" 90' SO' %///. 16.d' IB.d 6.5' ///, 1/.5' IIS B5 5 0 IS.d' qd ]0 SS" 16.U' 4.S 60" / ]LI" 0.0' 6.9" SST IOA" ).6" 10�5°B.0" 90 Sb )0" 5 5• 60' �/ i // 6.61 5.0" 1/4' POWERS SS DRUP-IN W/1/g3055 BOLT ANO EDO9 DLO' L1 Cl C2 C3- U CS C6 CI C} Ci [I [5. -C6 CI L2 [] LI [5 a3' IB I6_0" I6.0" EMBED (3000pN MIN CONIC) 63 16.0" 16.0" 1L0" 11.0" 16.0" 15.5' 18.0' 16a' 8.0" 710" •�l•-�W )} 110 200 16 O' lSd 60' 180' 115' S.0"%/////. IDS96 60 5! ]0' //// BO 55 JS fi.YH 13W 65 5.0" 69 /// / 95 �/ /_65 / SS 60 60 6!" 50" 5.0" 6.!•" 65T 5.5° i• MIN ED06 plsTANCa 112 SHE W/ 2• EYEWAM CI C2 C3 G CS C6 CI Q C0 CA CS Cfi C3 C} C] G CS [6 ARMOR INSERT W/ ]' __V (}OOOpp MEN CONt) L j 9a. Col. 16.0" 13.0" I3.O" 16.d' 13.5• I- 16.0" B.O" ].5" Ifi.O" 9.5" 14.9" L5.0" 6} 72 AGO- ---- Ifi.O" 180 13 >0 ]fi.tl' 16 a" S. 55 9.5 00 � // 9:0" )5 /�, 16.0 180" 95 - 10.5 95 35 Ib.O" 115 ]0 10.0" IS 0" 5_S' fi.tl' Stl ��{/'/ SS" IS Ii.S' 90" )5• ).5" 65 35 10.5" BS )O 9.9" )5� 55_, bR SMS W/ 3J5• EYEWALL ARMOR INSERT W/ 3.5' IB 16.0" f6.0" S6.O" 16.tl' I6.0" 16.0" I6.0" 18.0" 11.5 ILtl' I6.0" 14.0" 16.tl' I6.0" 62 26.O" 16.0" 13.5" II.P' 36A" 15.5` 36.0" 38.0" e.g. BA• 3L9• A.S. 31.burs.S EMBED (3000pN MIN CONIC) )2 300 16.0. 160'16.0" 9.0" 16.0" ].5" 11.0" 65 3.5" IDS" 60 ].0" Ifi.O" 10.5" 9.5" 13.5" 90 5.0" I6.0" 110 9.0" Ifi.O" B S' J.5" ).0" I.5" fi:5" •1.0 3.O" 55" 9.5" 60 5.0" 11.0" 90").5° B.5" 4.5" 35° TOP FLANGE ANCHSe, RP SEE (DE SPACING SECTION%1 ��pp�'•LICENS'ry O O O PCOO46549 . Yx s T VP.I I B S (1 INSIDE 3 OR © HEADEROy/{LL BUT. FLAN E ANCHOR ISF.E SPACING i\/V S)AT SEC 11U14 XI Z-d� °-, EOF NOTE. "5" INDICATES ANCHOR SCHEDULE SPACING.)4 SPACING DIAGRAM FOR C1 CONNECTION TYPE: - CI CONNECTION TYPE USING PI((HCCE Gil ON v 513 VP3 y / COMBINAATO 1' CDMBINION 9 / ID COMBINA71014 O 1x5 TYP. 2v5 ITYP NOTE. "S" INDICATES ANCHOR SCHEDULE SPAC1146 SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE 9 WITH OUTSIDE ANCHORS ONLY - C4 CONNECTIDIJ TYPE USING PIECE R(J OR (I�$ WITH OUTSIDE ANCHORS ONLY ANCHOR NOTES' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P91). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR WUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANOREQUALTOSHUTTERSPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION WE. 9. BLOCK OR STRUCTURE OOD FRAMING BREFERENRCEEW X R SCHEDULLEOFOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACXED CONCRETE ONLY. 6. ��TryryHE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED LEHGTH9 SMALL BETAS NOTED AND DO NORECOMMENDATIONS. INCLUDE STIT'ICOCO OR OTHER FINISHES. ). WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTEHINO TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9, SHALL BE OCATED INDENTER OF NOMINAL 2' n 4' MIN 3.W00DGMD. 3E/4FR EDGE DISTANCE iSACCEPTABLE FOR WOOD FRAMIN OSCREWE sm HAVE PHIWPS PAN HEAD OR HEX HEAD. y, 9. MACHINE ASE A„CHOREAND MA HAVE EITHER A PAN HEAD, TRUSS HE�OOR WAFER IN HEAD (SIDEWALK. DOLT), MO.N, ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. x DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. 10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ll' ORIILI„ITO HOLLOW OLOCKtRWOM EROLLDIMP�DRHLL50 USEDTOINNSTTAIL CONCRETE SCREWS TO HOLLOW BLOCK 10 ANCHOR SCHEDULE: CONCRETE (CONT.)_ R xNE N xBUD, P,E' NI PY EJ ON: Irs ZW F ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK F B dxx C 3 �99p} ANCfjOJi PlO�ES: SEF SHFET 10 FOR F�1(-OR NOTES, i �d m• -E ! a i CO �pqpg 5 [[aaada l , a�CS- Ndd4 �� C 15-2338 j lG I p� en9lel99e]mam 93 2-3 lb MIH lDOl DISTANCE 3-i/9"MIN EDGE S DI9TlNC! LORD �� Up To 6-0 999E uE-L@''B' San, Ue T013'-0 `49901.5�CONN 9panf llo To l3'-0" �` �G ANCHO0. (p91) TYPE CONH TYPE CONN TYPE CANN TYPE CONN TYPE � ' (L CONN ITPE t CI C2 q ( CL CS G Cl CI CJ G CS CB [] Ci G G. CS G Cl Ct U.l�[5 C6 [I []Blm��9�$-�L C5 [6 Cl Q C3 G S/lfi' IIW TAPCON %L WITH 1-3/0'EMBED (2899p61 MIN IB 62 16_0" 16.0"�IfiO 160 160' Ifi0 ]6.0" )I6.0"Ifi I6 D' O'116.0"Ifi0 160 16.0" 160 15 0 13;5" l6 Q' 16.0" 16.0" Ifi.O B.0' 0.0' I1.5' 12.5" Ifi.O" 16.0 1fi.0' 16.0" I6_._0�I6;0� 16:0" 16.0 15.0 14.0" . 16.0" I6.D" 16.0" 16.D" 9.0" B.0" C5. 12.0.1].tl' CONC 1 R 0 - lOS93" -"' 155 US 130"12�0' - - 6'S' S3• ).5'100"160 I6_0'Ifi3O"I60 16.0" Ifi 19 D' l].0" 16.0' 160" Ifi.O" Ifi.O' 9.0 0.0" 11.5' 1].S" 11.0" 9.5_ 51" 1,5" 5.5 0_5" 18_0! I6.0 11;5° 13.0' 16.0' t6.0 Ifi.O" 9.0° B.0" 13,0" 13.U" �> 1l0 I60"1fi0 e."-- 5 ]5' 105 130 W.V. 55 1.$• 55 85 90' 75 95 90' 1.5 70 180"I6.0 BS )5"I13:0 110]93. 5.5. 9.5" 6.0' 8.5. 9.0" 7.5' IS 40 1Y' ]00 9.0" ]5 13' OD' IS )0 90 ]5 9S' ID' OS 70. 90" 75 IS 90" 0.5 70 90' 7.5 d5 90' L5 75 90. 7.5 L5" 9.D 9.5 75 90 7.5' 15 90 4.5" 5/16'ELCO ULTMCON WRN 90 I60" __Ifi 0 160160"160160160(1601fi035.5"180'Ifi0"180'16010.tl 9012015.O1fi.0'16.01601fi0")601fi016016�tl'I60160'16 tl'I601601fi.0'II O'9.5'13.5"Ifi. 1- 9• EMBED 3500 MI 3/ 1 W N CONC) 63 Ib_0IfiO.160160'I6016U _ 160 150' I60 160 I60'160 160 IIO110'Ifi01601�0130)5 - 65•tlA. I1S I6016.0 I60 I60 iS01fi016016.0. 1]D 1.11 6.0"]6.0 ISA 19.0"BO TO 0.5"II.5"/ )• nln ep9e D1vHnce 2-1 2 w !Da! DUTu/u a 6 3001-1BI83�'9" CONN TYPE SA)01 .4ei9s:9. CONN IYPF 593p1YeI9.112 @eeeE.lfzi9 a,.o„ Sp[nl uoiB e'-B" 5psm up TO Y.D. 'l ANCHOR (�n CONN TYPE CONN TYPE CONN TYPE CORN TYPE CI C2 I C) G CS Cl Cl O G [9 Cl [3 [3 G C5' Cl [2 C] G [5 ..CI C3 I C3 G CS Cl G .C] U [9 1/4'rtW TAPCON WITH in/9•EMBED IB bt 7_5" 7.5' 60!%// 60 35 1.0 j/j/1S 105. 10:5 65 65 AO 10_S 80SO )0 ]0 'S S'% R 9.0' 9.0" 9 9 ) 0 3.0" 7.0 ].0 3.5 ) tl H G 10 10" / 1/IBFLCA IILTMCOH WRH- 18 11511.5 6.5 6.5"ll5'tl.D' B0' ).4�9.5° 9.3' 11.5"1�6D 60 115 B0 B0' 9.5" 1-Ip'FMBFp fit 90" 9.0 1.5" 9.0 YO 5.5_60' 10 ♦0 9A 5.5 S.D. � � / >2 ] 5' B.S.8 5 0.9" 9.9• /1 1 S• ].b / / 8 9] �.5' �.S" / MEN 1/1'MItIENNM MILIEAST ANCHOR W/14p'EMBFO 18 B1 IID"lID 105"10540 60 fi.0' 19,0 iD" 1033 9.5" 6.5' 95" >.3' / 1.5' 55150 0411511.5 ISM, 90 60 90 56 150"105 115 JS 10.5' 9.0" -60'50 G. j 60' �I///'// S3" 5.!• / / // 100 ID.tl 50 9.5" 9.0 60 60" / tl�' 110 55 /� x9D I/E�, 1/1' ALL-POIXTS SO110-SET 1" MIN !DO[ DIBTINCI. �u ANCX00. W/]/b'EMBEDb ClCI L) G Ci C6 ClCI C] [] U [5 G [2 U G C5. CI C] C] G CS' ClCI Ci G G [5 ClCI CI 'C3 U CS bi 10.5" 10.5" L0"6.9" Ib.tl' 1:5"4.65_6,�)2BO'B0)O"1BS]]Y 55.5"LP3.0"3100"5B3 8.5353.0.SIS"]]00//1.5. §4V 3.5%/'31.5"3,55/16• ffW iAPCON ML Wt)M 3" MIN EDO! pIBTHNC! HIM lDD! DISTANCE m t-3/1•EMBEp [1 C2 U "G CS Cl [i L3. U [5 .[I C] C3 G C5 CI C3 O G [5 CI :Ci 'C3 G <5 CI 16 tl 160' lL3"160' 11.0' 110 6.5' 6.D'. I15" fi.5 130"190'B 0' 7.5' 1)0 BS" 90' 9.5' 1.0". 55' 1,3 lA 1 nin lDDl OIQANC! 1.1 Pnln lWlDIBTANC! WIIMGCJ • G GS CI[5CI[3C]C9CIC3UUCiC3 C2 C] CI CSC]C2C][5 EMBED [116EI[OOLTPACDN 63 R BA" B.0" f.0" ].D" / 1" MIN EDGE DIOANCE iy T F ANCHOR LOAD IRgI =Ptlns-LIPS CONNE [I C) ttP C3 I' CA [! SPSID-92JO B_,B„ CONN]TPE Cl I C2 a G � Cs Soin3 CONNTYPE Upika-Q 1/4' POWERS TAPPFRS W/ IB 15.5' 15.5" 6.5" 6.5" 15.5" 10.5" 10.5. 9.0" 4.0" 10.5" 6.o"Ifi.O" w Gg �Xp 1-I/4'EMBED tll------ _63_ 73 110 200 130 I30 105-I105 SSW 15 5 / 4.5" Y.0. IS r r 120' 90" r 7.V 6.0" B.d' 6.0" r/ SO" NMI ;m 1135MS W/3'FYEWALL ARMOR INSERT W/1.3/9' 96 160 16O' 0.5° 63 115 14.5"'6.0" EMBED Q._. 72 110 ioD 12A13.5' LOL ]0 as" J.D S0' /.1// 45 1I0 .//// ).5" i-r'3.6' )5 3.0" 3�.0'• � 45 �/'3s• 4J5 SS' J.d^ I ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK 4". Mm EDGE DIMANCE rr LOAD SPan1 UP To 6'-tl' $,Mw v2 jo e'-e" 5.... UP 8 ANCHOR (PI) MR N TYPE <UNNTYPE CONNTYPE CI C2 O U C5 CI C3 C3 G Cfi [l I " 1 C3 G CS 5/16' RW TAPCON RL W/ 48 16.0" 16.0" 16.0" 16.tl' 18.0" 16.W IS W 16.9E 16.0E 16.W 16d' 16.0" 10.5" 9.5" 15.5" 2.1/4'MIN. EMBED Ifi0 I60116A' l6d 160 16.0" 160 135"_11.5" I60 I60" 16.0" BO' i.0' f00 _63_ 180 160 160 155 100 160' 160 105 9.5" IS.S IIS 115 65 55 BO' 9 _>2 110 16tl 160 10.0" 90 19d 115" 125 6S 55' ]S 12tl 100E S5 IS SO" 200 130 100 55" q5 60 120" 100 55 4S' 60 S5 43 00' 5/16' ELCO ULTRACON W/ 4B Ifi01fi013.5'1151601601b0 B0 )5'1fi02-1/4'MIN. EMBED 6]t30"135'S5"'S.0"'-B.0" % / MV20.,O." I20a D.5' 95 60' / 2' MIN EDGE ODIUM. C1 a a I C4 I CS I CI I a C3 I CA CS I Cl I C2 I C3 C4 ITS YIZSMSW/2'EYEWALL 4B 6E 160 160 160 ]6tl 105"l05 )5' )5 160 160 I60"I 155"�16D IfiO 65 50 65 IS" I60 105 135 90 135" 86' 40° i0°O/ 50' ARMOR INSERT W/3'EMBED T2 I6d 16 D" fi:5" fi0 l60_115"t12.5 40 1.Sy' ]5 )0 HS" Io" 110 11.5" 11.5" 4A" 3.5E ).0" -).0"6.0" / 3.5" 6.0" S.U" 9.0" 6.0" 3.0"5.6" 6.6" n 36" ANCHOR SCHEDULE: WOOD (G=0.5S) O '., STATE OF s.t �'•. F<o��o. 3/4 MIN eDGEa4)ANCe S .ANCHOR WAD ( 5oent U0 T06'-0" CONNTYPE CI C1 a G Cs Spas CoNN CI a Up To 9'-9" TYPE C)'I a I Cs- SnnCDNPo Cl I a Ntt ) 1I1j1 I a u c% 1/9' IAO SCREW WEIR 1.3/4 MINTHREAOPFNfTMTION,' _90 82 160" �__-..__._.._. 16.0" ISA" 16A" 11.5" 65" 11.5" 0.5" 16.0' _.B"S.S.-3__- 16,W lfi.tll 160" 16.tl' 16.d' 7.5" S.5" ).0" 5.5" 16.0" 16.W 16.0" I6:0' 16.0" 15.S" 9.5" 15° 9.5" 3,5'TV I5,0" 9,5" �IDlIW1s 1,18E W0BRIBED INOWRN 73 160 16tl )0 70' 164"1fitl 160" 43 45 I.5 190 IIS 30 -TV- ]5 110 200 dB 160 119„ Ifi 0' 16tl 95 I6tl 15 25 95 40�134 20 9s' Go- __115 180 Mtl Ild 120 5 9 130 JO ]5 65 25 30 50 )5 60 130' 115 1I3 75 95 95 75 2S' 25 35" Q0" 20, 30" 5:0 60 45' Y lP LU'NIN EMBED 61/420 55 MACHINE SCREW ^m 62 53 19S'195 i.5" 23P 65 65" 60" 50" 196 110 95 75 IMU' 75' 00 35 35 30. b5' 4y5" 65 95 'raw25" 35 38' ]o" / 30 l.0 120 x00 )0" 359 70 JO 10' /-�]g 23" 40 10 35 33 30 ]O % /VZ-Z 20 15 19 JO 30 / 2 0145MB Y14WOUD SCR! W / BOWERS TAPpE0.i WRN 1-19' MIN TMpFAD PEHETM�ION d6 62 16.d' 16.0 16d' 18.0E 13V 95" 1].0 O.S. 160 360 16tl 16tl 1G0' 16O^ BS 0_' 80 66. Ifi0 HIr 160 11'S 160 1]5 56" 40" 50 15° 12.0E 1.5E )3 60 160' 80" ],5° 16.d I6_d 16.0" 50 50 12_0" 115 1D.S i5" 30" o' {I1pI�. 110 16.0" I6.0" 5.0" 4.5^ t0.5" 11.0" 9.5• l.0" 3.0" 6.0" 9.0" O.5" 2.5" 2.5" 1.5" ANCHOR SCHEDULE: WOODG=0.42 _ 3/1^ MEN lD00 DURANCE ?PPN Up To 5P4n=UP T013_0• i1 AHCHo0. LOAD ( CONK -`'�P2I4�'9' CONNttPE CONNTYPE i CI CZ aTY9E G CS Cl C2 a CO a CI I a. C3 i I a 1/4' LAG SCREW WITH 1-- 4 49 Ifid' I60 90 O.W.160 160 160" So.55 160E I6d I60. 35 15' 100. MIN THREAD PENETRATION 63 16 tl,', 160 65 _5V 65 1J.60 160 160 4.5y 16 135 115 105 25 35 60' Q 72 160'360 W16tl 16016E )5 JS 300 95 80 25" 20 s: c f(_11Aotmo, 110 15U;115 35 30. 90 90 60 20 3tl 50' 75 60 20 v 1.0E 200E ]5' 60 xDT' %� 9a )s fio'iD / 46 7.5 6D 2A' F r '-• 9.545M5 WI4 WOOD SERE 46 ICU' 16.0" 9.5" 9.5" I6.0" 16.D' 16.0" SO" �5.5" 1fi.0" II.W' ILS" 3.5E 35" 7.0't @ IS U. ]0 fi5" 160 NO 150 45 10. 95' DO"70 35" 2.5" 4.5E D DR, /'DOWERS TAPPER WIT�1-3/4-MINTHREAD PENEEM ION )2 160"Ifi0 55 5.5I Ifi 0"110 115' 35 35 )0 35 20" 2d 3.5E 110 105E IOd 36 9.0" 60 65 56. 30 30 l.5" ,65 50 95 W. // 3.5'. 20D 5.0" 95 2.0^ /�� 2.5 504,5" 30. //// 3.5• 50 /, 2.5" ANCHOR NOJESI SEE SHEET 10 FOR ANCHOR MOTES._ a 3.5- TYP -•--- 0.032• 0.032'-}1 0.125• 0.196� -1 L 03.25p• it LIGHT-N-VIEW WINDOW N.T.S. BASIC PLASTICS S"143IT-UL-94H5 OIE(TO RECEIVE INDOWASSEMBLY) NOOW (a1 BLADE W/ RECT. WINDOW \.L3j N.T.S. ERTERIORELEV EDGBOFACCORDION WEy SHUTTER BLADES 2.675.0 HOLE TO RECEIVE ROUND WINDOWASSEMBLY ROUND WINDOW n ASSEMBLY W � WINDOW BLADE W/'ROUND WINDOW 13 N.T.S. DITERIOR ELEV t-2.210•--f 0.145' 0.500' 0.195 �1.210' o 0.145• c ++IIII 1� 0.500' b A .i (9) 0.355' �p b4 12' EDGE TOP 61. .093•� .{}�.o2a• I r iL e I uB• ou. (EM.I 145' 1.B56•— }-0.177- .355' A SECTION A -A i1 RECTANGULAR WINDOW 1� N.T.S. EK RIOR ELEV 12• MIN FROM SHMER BLADES -if 'I( j b �y{yD I�-_I�-I P".... SLATE OF ,T, .. z LIGHT-N-VIEW WINDOW 1'f N.T.S. EXTERIOR ELEV 3 RECTANGULAR WINDOW S9 N.T.S. EMERIOR ELEY RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5/13 IS MADE FROM GE NLIO LEKAN WITH 0.075- MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'. ATTACH TO BLADE WITH (6)14 5S SCREWS OR BOLTS WITH NUTS. 0 F� S ROUND ASSEMBLY