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HomeMy WebLinkAboutPRODUCT EVALUATION REPORT1 + ENGINEERING EXPRESS® R, E M R wTn PRODUCT EVALUATION REPORT ENGINEERING EXPRrLeO EXPERT PRODUCT EVALUATION REPORT August 4, 2017 Application Number: FL13757.1-R6 EX Project Number. 15-2338 SCANNED Product Manufacturer. Town & Country Industries BY Manufacturer Address: 400 West McNab Road St. Lucie County FL 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 6-20'$ 3003, FAC., 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 °6.8 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 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 Yam!] G. Kuri, PE) by Construction ,TAstihtJ (,omration (CTC1. • STRUCTURAL ENGINEERING CALCULATIONS - �� �QQ ��tE.�� Aql Valid for Structural engineering calculations have been prepared which : �C: �g �y 2 evaluate the product based on comparative and/or rational 84 analysis to qualify the following design criteria: ' 1. Maximum Allowable Spans _ AUG .0ry - / 2. Maximum Allowable Design Pressures = 3. Minimum Glass Separation r:tnkl:T4%gffirdp; 0ts48849'.•'' �1R9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEA a,I . V(�A\ 3442 PHONE: (954) 354-0660 -FAX: (954) 354- 3 EN GIN EERINGExPRESS.COM V,i11C6CIP1iL1YKfAlLLyyp111FV.MVYEIERY,I,IIg1IDNRW WID[O ttDNY(YIID'PA„iSYLiflNLAEV4AdYamC EXPRESS®HIV Aug ust 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 glaring 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 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. Al 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 product's 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 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 EN GIN EERINGEXPRESS.COM vwwrmanm„suwmwwunw.ra.wunwewv wnm.n m®oomwarcmmnrsmnm.•motvra.+w.,noe TABLE ALLOWABLE 1 SPAN SCHEDULE FOR QSE WITHIN THE MVN2 DES" WIND INn(PaF) IfYTR PosrtNE mNA L11AA WRN OIItlHrE IIL4Q rosrtNEwwD uvnmrH{ cBNFANATFB L1ALL R,4G iNFarrvE wLGp IAOUHTWG CONDITIONS•• R3.B Far I 156• 25.0 1. Im• 15B• ma I4r 1m• 156• 400 13L FY� I _ _ tm• ._. F9A mD 13T 1A' 111' _ 3r - Im• _ i5e• _0!0D0 -]P IA- -_1 ___ fy__ 1N _A _3ub- do _. - 1]1' - VY'___ vr.__ 1'AY IRb• L3- __.die --I 11T B0A Sir 1Zl 1]6' 115.0 Sir 1w 125' WA 11T "V BAO 110' 11T 11]• 11B• -- 115' for iaK 060 IOr Sir 11D0 1190 1 QUA 139-0 -f6• _ _ 1m' 1N•05•__ _ 11P 1W' 117 _ I1P _ 10]' _TOT iwL Or 14U or 1•A0 OP 155A �I - m• _ _1300_... 116A _ _ 'B- i6• 10UA - N' 1D50 _ T 1600 P 195.0 _.__-__ 311D0 f6• .8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR UDE{VITHINTHEINIL2- PWRNE DfdXN PRE99URE IFaFI : SHUTTER VAN YWMIMI[III FRp4GLASS tlAgE NSTAIIATGN9 NBT.WArKK18 WABOY£ CAUSE GRADE IN.1 IEa) 29.3 Im• or 3.6' SOcc w taP- 166. - ar 3e•--- SO1m' t0' W 3G' 10' tltr 13r e.r ]P IRA'• e.]• xP Sa fA SP SAN W SP tr tm' ]IY RP_ 11Y SP Y,5 3T e.r 3d• FB SD• IT or W SP 1Y m' 5.P RT 1]1` B.r ].e' Ta eo- a4• - Ir 61• ePT--iv aP _t_P _ OrIr __sn_ aP m e0' J.0• 1.Y &' 3.0• f.r BP SP J.r 110• ]d• 15• mB m a5• s a__ • YY 11D' - _ SP 3wv -13' _ 21• __.Ir ID e0 N• Jr S xP 1A -9.1• --- •• FOR BUILDOUT MOUNT MMIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE I AND 2 NOTES: 1. NVHZ: DEFINED AS MIAMI-DADE COUMY AND BROWARD COUNTY f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•• FOR BUIIDOUT MOUNT NAKIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE4 W ALLOWABLE SPAN BCIIEGULE ] TI A$TN ES7fENMTFAtIEl71E90NLY =� POSITIVE DES PRE85UIIE IPaFI BHDfIEfl 9PN1 uwwul9EPARATXN FPOY GLASS WarALLATpX9 aL4TAWT10lL9 i]PADOVE >1IABOVE DRADE GNWDE 30 IX _ W tAY 11• ---� 11' IA� I tp fm' aY � I 15' 4Y aP PS' tm' lI_ `3.1• xf�^�� yr I - b'-! 12p 3.1' ]T wr er 2.r 15P If 4.r M m• Sl ]A tA' R.P 5EW ISWIDr B• 5w 5 z ISO1CP OP r 11• 1. PP 11• I LB' 11• 2.1' 1M• 30im ].r Iu• e.a.0• e.P e aP 1r tr N• 1r a- _P Sr r Go- 9d• 1 ]A•_ 1T• 6e• _ 40• w BO i 11• IT -e • v 1' - as 1r aT tar a.T' 1w 19• Bd• 1r LO eP x1' IT M BP xt• 2S 110' 3r ST tM EO• ai' 11• 11-_- 1T 1Si W 11' 29• 1m• ar xP TABLE 3 MD 4 NOTES: 1. NON-HVHZI DEFINED AS ALL LOGTIONS OTHER THAN NINTH -DADS COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE' ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS 15 REQUIRED MR INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE MINE AND OUTSIDE OF ESSENTIAL FACILITIES. 4, THE CIS SYS19M MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE MIX OF THE SLAT FACING OUTWARD. 5. UNEM INTERPOLATION BETWEEN SHUTTER SPMS IS NOT PERMITTED, FOR SPANS BETWEEN THOSE INOIGTEO ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. \\\I L "1", % E KL N q rR. 3-k PE0046549 A9YR 7 ��-{\••'. dT^TES �QyN ��lss/O�ORIDP,...G\a� Q(�(DD Wmp 8 GENERAL NOTES: dTITINAI;IENI\\\ IW TA ANC E'AQ 1. THIS SYSTEM HAS BEDITIONE(N TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT } LU uCODE WU pq ZONE AND THE NTTERNATIOCJAOLBIIRDINGCODEN(IBQ AND INTERNATIONALFLEE51DENIIAL CODE I A� 0,1 (IRO). THIS SYSTEM MEETS MISSILE LEVEL'D' ND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN I Z1101 = ASTA E1996-09. SEE PRODUCT EVALUATION REPORT FOR MOREINFORMATION. SECTION 111 8.9q DO 2. POSITIVE NL B D NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALE ,L w 6 B g DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE III ;i'y pU TOP TRACK BUILDING CODE SHALL BE LLESS IN OR EDOLAIAL TO WITH POSITIVE OR NEGATIVE DESIGN PRESSURE a B CAPACITY VALUES LISTED HEREIN FOR NY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN'ACCORDNCE WITH TAB 201/202P03 AND ASTM E188%E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DI HIED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REppUIRED FOR ALL WIND M ZONES IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY CODE UNLESS O TIONAL CRREIEIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ' PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND w VIEW LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN. Ina P+ Y 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEwtd v DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w w N8 $ WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. o eT 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NO i P0.0WDE INFORMATION FOR A SPECIFIC •' 9. TH SE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL In ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x a t PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER THESE61G15-23 Of THE DFLORIDAOCUMENTS ADMINISTRATIVE CODE. y �� e 10. CONTRACTOR APPROVAL D S NOT DEVIATE TE FROM THE CO DITIONBE LED BY THE HERCONTRACTORNDTHE VIDEDCONTRACTOR THE UI CO IFIEST THAT DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N $ g VERIFIES EXISTING STRUCTURE GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURALCTURAL SUBSTRATES DETAILED HEREIN. k 11. WHEN OFFICIAL MAY REN IRE IONSTHAT SITESDEVIATE SPECROMIFIC DOCUMHESE ENTS PREPARED, 51 THE BUILDING A OFFICIALMAYREQUIRE THAT SITE SPECIFIC DOCUMENTSTE PREPARED, EAILADATEDAND BOTTOM TRACK [O SEALED BYALICENSED ENGINEER OR RETHE GISTERED FICAL GiU WHICH DETAIL NDII�AL THE 12. EACH SH5* R ASSEMBDEVIATION ASA LY SHALL BE PERMANIENGTLLY LABELED WITH THE FOLLO NG MINIMUM d INFORMATION: TOWN& COUNTRY INDUSTRIES LOCKING MECHANISM F FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D - ASTM E18B6, E1996 & P330 ¢¢ i FLORIDA PRODUCE APPROVAL NUMBER a 0_E ill 6 13. ALL EXTRUSIONS SHOWN SHALL BE 6053-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FY OF 25 TYPICAL ACCORDION § 14. ALL BOLTS LLSHUTTER ELEVATION 6 AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH { Y MINIMUM TENSILE STRENGTH OF 60 K.S.LS, U.O.N. POP RIVETS SHALL BE 1/4"0 00. 3/l6'O 052 ALL ALLOY. N.T.S. ShUTTEI�! 15. ALL B SHALL HAVE A LOCKING MECHANISM CONSISTING Of THUMBSCREW, PUSH LOCK OR LOCK AT9 1p! BOX LOCK AT CENTER OR SIDE CLOSURE, yyy 17: TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS MO ABLE N F R 18. FLOOR TRACKS MAY BE MAY B BE AT NON -STACKING CUR LOCATIONS. USE REMOVABLE ANCHORS. B = E 19. MOUNTING EXTRUSIONS MAYBE BENT TO FORMA CURVE WITH A MIN. RADIUS OF 10°. i8 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL SHALL N USED IT ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. Il. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THEABOVE-minortwx�erwmrc NG CODE 22. THE 6.8 SYSTEM MED A Y IBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 S REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE Puu, BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PA4FNKAIIRPtlI PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOSE STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUC URE. E 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES Of SLACK 93 OSILL SCALE HALF SIZE > OUT WALL O HEAVY 2—LEG WALL O LITE 2—LEG WALL HALF SIZE S SCALE HALF SIZE 5[aLE: HALF 512E SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON 655' LB24• eIS• lea O SILL ADAPTER SCALE HALF SIZE •Lai' 301'l5___.. 251 _ 4 14 n^ 043"� RS.. 35d" 2Y.1..1 A6U2 IF 150 �030H .054" 0 2' 1G1$" 06e" 13 TYP. 6.8 SLAT/BLADE SCALE HALF SIZE L Bm" G IDT' 1Tl" 6.8 STACK/CONECTOR SLAT/BLADE 105 SCALE. HALF SIZE SFL➢ C) EXTENDED SILL SCALE. HALF SIZE 133' Iq CEILING HEADER/SILL SCALE, HALF SIZE � L n I ISEXTENDED SILL ADAPTOR SCALE, HALF SIZE - OHEAVY HEADER/SILL SCALE, HALF SIZE 'L,-EXTRUSIONF� 71 'MID SILL SCALES HALF SIZE 9 ^ 0.080' II— o Mo. 096' o 2APP' u.u5• m 16 RADIUS CEILING HEADER/SILL N 0.096• SCALE: IIAL( 512E .IBE' 0.080• e, .420' Ig WALL SILL CLIP SCALE HALF SIZE LITE HEADER/SILL SCALE: HALF SIZE 2.365• OBS' H� N 04,510•� 72 MID SILL ADAPTOR SCALE: HALF SIZE ISb WALL SILL SCALE: HALF SIZE rl*A I 91 IS ANGLE SCALE: HALF SIZE _NYLON WASHER I, ALUMINUM INVLON 0U8MIIIr, OYI IUIJ ALI 114 . 2-3/L" 410 HT S.S `—INSf k Ti SCREW Wi IHFO T I, LILT kAC OT E COATING TRACW II VP TOP E DOC TOMI NYLON'USHI" W/ WASHED. 7116' 0 n 1/2- (m 114100// JOINT TOP 7/16.0 • I" II" INTERIOR JOINT BOTTOM EITMER CAN BC USED ON LXIURIOR 2q RUSHING ASSEMBLY DETAIL Ar el r. Wnr P cor ovo� it �• 29 2003 6.8 CENTER MATE SCALE. HALF SIZE ///375m 2019' N10-4 THUMB I�I � SEgEW�IIIV\911j11-LrydElll-B> STAINLESS STEEL �1 1 Z ASSEMtlLY FyY i 320m MOLE m� ¢ �.050' NYLON .062' WHEEL 1.100- ,Z40. 20 RECESS SILL FOR USE WITH SCALE: HALF 512E ® AND © ONLY 21 SLIDE ROD SCALE. HALF SIZE 357, 276' USE, N' 11 �Ir L.I59' 3T 26 BOX CENTER INSERT SCALE: HALF SIZE NO PEOO46519 STATE OF TYP Al EVERY OTHER ONSIDE JOINT AT TOP EYEUIOLR-SULIOURASS.NCKEL PLATED ROLLER ASSEMBLY HIJUSIN631NC DCAS1pOWVER COATED 22 SCALE, HALF 512E NOTE MAY OPERATED NSIOERA1t0001510f OR IINHO TURN OPERATED WSlpf 23 BRASS PUSH LOCK T SCALE HALF SIZE 4.000- 500- F. b1s^ r 224' nno� 28 DECORATIVE FLOOR TRACK 5[ALF•11ALF 512E 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE, HALF SIZE SCALE: HALF SIZE 1116"m 51 AINLf55 '1-` xDIL A[IAOWYNT SCREWS FOR �ddd STEEL HUT 950P 1!/16' WIDE .1—T A00' �-'} r. LNO SIxIP55NAlL 0[AtO iBXK HfA051YLf VARIES w BR PIIILLIPS DRIVE SCREWS, Rq 30 39 THUMB SCREW �, mxu-n0n¢v[o oxlr. 1 y / CALE,FULLSIZE .250' yu CP n� in r v ` \ MA CHINE XSC�RiEW05TAILLESS � ��;� N 5/IL"m INTERNAL J 51ELL m = � �wOnwlrlLr :100' THREADA V TYP• s7 T—SCREW INSERT 15-23 4 tiU0' .j—}.659- POWDER CV.7(D, ZINCINC-CAST SCALE FULL SIZE �I� LDSp• nRTA NooEl 36 T—LOCK ADAPTER a N UIDUSIRIAL SY�WAS SECTION A O 7.Dou;�i a `�' z54'T 40n 40b 40c (OPTIOIJALj ` n END S'fRIP 1" 3y BOX LOCK $PALE: HALF SIZE SCALE HALF SIZE 3g 2X7 ANGLE 7 2" & 3' EXT SCALE HALF SIZE 6• N'1iS SCALE: HALF SIZE d EXISTING GL Al. OF 0062 THICK.6063-T6 H. ANGLE 1" x 1" MIN. " 5"MAX, (ANGLE LEG BE REVERSED) EWER LB 16- 0.0 IUSE A14Y OR SHOWN IIJ ANCHOR DOLE, 1" Mill, EDGE DISTANCE). EXI51ING GLASS -.' :Iy.�gMk N E001G SILL (INTERIOR) j. STATE 0 tapl0l 3 1 29 TOL NAI S 1 UI' A, BOTTOM (EXTERIOR) `I/A-2UX1 IHUMHSGREW INTO POP RIVET, OR 1/A-20 THflEADEO MULE LOCATED (m MACHINE BOLT 6 NUT 1/3 SPAN TO 2/3 SPAN FROM Lm 1B" O.0 TYPICAL PI.AN VIEW BOTTOM OF SHUTTER FOR BLADES SALE 3". T-0" SB'-3" USE TWO THUMBSCREWS ON BLADES > e'-3", ONE Cm 1/3 SPAN A140 ONE AT 213 SPAN FROM BOT TOH LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LUCKING CENTER MAT ES SHUTTERS, A BRASS PUSH LOCK �3 MAY BE SUBSTITUTED W11EIJ USE, SHOWN ON RANDOM DETAILS CENTERMATE R29 AS SHOWN, RECEIVING _ HOLE FOR THUMB SCREW MAY BE T/16" (INSIDE) � 1I 13 1I W SILL 0 In I n I I- � C V / V 1 USE Ill BRASS PUSH '--\elll LL�II 1y1.11 LOCK ON 1NTO THUMB SCREW IJ INTO THfT[AD[ INSERT 3 / AT SPANN TO TO L SPAFROM BOTTOM OF Tf RECEIVING SHUTTER. I SHALL BE MAX WIDTH, UP TO t " Q I If IGl11 TYPICAL OUTSIDE CORNER CLOSURE _- CCl DETAILS WO/CORNER POST NIS SILL END STRIP 5CNEDUIl I i)i-i 114- iW OW.1RR 6V.W9OR lOXDS - -I 1. ..IN IXO SIRV sallouLe, LNP \1X V 0 upme A 1z .NFMIM.,Bf YSIM4 RYe RMCAU %.M NCIWR YNLVA!\INW1-M INIA xIN 3UXWTrofXP 91NV. OTYPICAL INSIDE COR14ER CLOSURE ; DERIJ TAILS WO/COER CO SST SegRsN I d \-1/4-20 THUMBSCREW (EXTERIOR) INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN ECEIVING HOLE SHALL BE 3/0" 1 O 11"LHCIGHTUP MULTIPLE SHUTTER ASSEMBLY SCALE 3" . 1'-0" EEC EMU SImP SMIOULE N MA FOX. SFXN WKW YSING 10i, 100 UR Wt ALTERNATE END STRIP DETAIL \- IIIAND-TIGHTEN ONLY). SCALE; 3-. 1'-0" ANY TRACK W/SCREW BOSSES. EXISTING GLASS — WtR 6 . y >- 1 f >f'"Kac ORE III BRASS PUSH LOCK OR III I BRAS1 PUSH SCpE W O TNREAOEO INSERfT 3 AT 1/3 SPAN (INSIDE) INSIDE SILL' 5 3U 13 /� _ 16 13 � to mnranl-T r cP uSE I11 BOX LOCK AT 1/3 SPAN TO 213 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE3" . 1'-0"' NCI 0 H'. 5 14eI 2 fASIENERS EACH ANGLE — 1 •.. }_ . vn.. OR2..T'.Va- ALUM ANGLE THREE 3/Ib"0 ALUM POP RIVETS OR THREE AI] SMS. TABLE A (m) PRE551111E VSAlI1M'ABLE LfNGM a} 13v Im• n n4• 1TY N UB' m• 93 IN• 163' IN ITV PIT 126 OY NT 0 9T 131• 3N BC 1M• ALUM. TUBE 6OB3-TG ALLOY C2 CONNECTION TYPE SEE IABLEH FOR SIZE, `\ REFERENCE ANCHOR SCHEDULE FOR MAX. ` SPACING _ CI AN TYPE REFERENCE RENC ANCHOR 13 SCHEDULE SCHEDULE FOR MAX. _ SPA[InG ALTERNATE THflU BOLT 3/16-s awn POP 1] RIVET ON nl} SMS J Cl CONIJECTION RUFF REFERfNCE ANCHOR Im IF U.C. (TYP i SCHEDULE FOR MAX. �O SPACING .MAY USE MALE OR FEMALE LOCK -SLAT) J. / CC3 TYPICAL CORNER CLOSURE DETAILS _ \�RA GLASS DOOR MC is low l[?NA)f MIESSU PEP W. 6i n AS 91 LOU _ 130 1!d 3/¢HI VEI OR NR SMS (a UL Ok UI 11G-$Y NUI Y UULI \ 13YP.1. i all* 'w.ALUM PDf NI6 iU6C k OR S) I d06]-16 4LOY Lb lu" OC ITYP 1 .. IT !FL 1`1LLI E. EON SITE I FAS TENFRS 1 1• n I" . 093" —� EACI1 ANGLL b0b3-16 ALUM HIRE[ 3116'. ALL ANGLL. TIP POP NIVBTS OR tT THAfE .12 S.S. I L vB" OR2ALUM IJ ALUM. ANGLE AN' USE MALE ON FEMALE LD[n-SLAu C 4 TYPICAL CORNER CLOSURE DETAILS NT`. STRUCTURE M14 SMS:CAT6:' OC �. (TYP. 1'OV-® BOTTOM) -)3 :, %O_•. STATE OF WASHER IT E I 1 14.3/4" SMS (A 9" OC ANGLE TO TUBE C014NECTION }... 2" ..125.. 6063-76 ALUM. TUBE Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE 3". 1'- U.. JB In. I+o.a n/ PE0. PRODUCTPROVAL W —LBW.%J9.S PU tv }}W. •.33.SFSF r/3]BPSF APPIICA N TORL 6B W,- r/S5.4 PST AND 00.It x �661N_ i/5].UYY u OR 3' 1/(11N1 M.` 2'.3'X%'X_OR 1411 4eq v �I oulw � CONTINUW9 OR 2-XL }.24 XY' It MNIINUWS i'oi6061-16 ALUMINUMJANGLE0.9' MIN. THIOt 60E ANGLE FASTENED TO/ ALUM TUCK FASTEI TO ANGLE WITH I/4 EXISTING 3 K51MACHINESCREWSA 5 b C4 CONNECIION 1TPE CONCRETE HOSTFROM ENDSAND9' RFERtNCf ANEHON STRUCTURE WITHFORTHEmmm SCMCDULE FOR MA%. Y'O ELW ULTRACORSIN•_5PACING AT 3' FROM ENDS ANDEXISTING CONCRE 4'O.0 FOR UTANCE HOSTSTRUUURE WITH TV.. MIN PSI MIN) EXISTING CONCRETE, EMBEDMENT AND DISTANCE, 6fE TABLE C FOR IIA. SPAN AND PRESS HTAGNN GEREDWITH BLOC* OR WOOD FRAMING STAGGEREDNG, J' MIN. SPACING, TYPO EE INSIDE SILL MOUNT SECTION SC LEE 'ITS SCALE • 3'. Y- 0" I`Ei 1 f0P d51k ��- GLASS SWW C"I'm �DG AI GLASS OR DOIIH YE lA&C 1 W �YMnI - OR DOOR — kFO.YHYNZ ]EE'MIIE Z I. II N. 13 Nwu Ro Vt'-20]MIND ball W( LOCK NUT C. 12"Ot OR UPOUTIN IO MASS JIrt� 012x 1/2"'SMS.(N 12"O.C. N 12. VY SMS Lb R"UC FS. £;wN OR3/16-0 ALUM. POP OR 3/16"0 ALUM PDP W j f RIVETS Lb h" O.0 OR 1/4"N NIVk I, DI, a kS 'X uT ALUM POP NIVETS CD I2' O.0 ON N4 n ALUH. POP HIVE IS /' 11 AND (d 12"0. C. GS I - / 1/4" MAX FROM PIN ASSEI'IbLY C) ANO Iu - GUID TD BUSHING A55lM5LY I --- WASHER TYP.] wj 1/2" 1/2- TYP EXISTING CONCRETE, W Il' BLOCK OR WOOD FRAMING sL 3 CONNECTION TIPE ] L REFERENCE ANCHOR N51 SCHEDULE FOR MAX SPAEIIJG AS SHOWN �/ 3 CONNECTION 1YPCDJ pIAGRFM ON PG. 101 " REFERENCE ANCHOR R3R3R3 SCHEDULE FOR MAX SPACING, AL FASTENER BE LUCATION FRONT A140FPGM BACK ANCHORS NO REDO IN t0 WONTHIS LOCATION I � BusxwG w4zl IER INSIDE MOUNT SECTION A \ � SCALE 3". t'- 0" NOTE. F01 Tn1 BAST WITH 1/4 -� TYP BOTiO AMWIMU HI NIMUM uw :WM REFERENCE ANCHOI 7>0. w_O SCHEDULE FOR MA) SPACING M NZ 2£w %W Z0 J dr £ O O GLASS CI CONNECTION TYPE OR DOOR - REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) NET w l R a OINSIDE MOUNT SECTION SCALE . 3". 1'_ 0" EXISTING CONCRETE, BLOCK OR WOOD FRAMING STRUCTURE Nt UT SW I�C¢11C.0 PEOf1 6543 � (TYP TOP=309TTOMI y ` b�Hli �reA FE IIAE2 FOR AT Xzazmw Wg$�pl C3G TO E yr IO GIAL' DIM � N p J � �R 6 R O ct': 1/4" FIA% FROM PIN GUIDE TU OUSHWG WASHER ITYP.] rn 1 -t5 CONNECTION TYPE IF SCH EDULEREFERENCEF ANCHOR (� M�= OR MAX. SPACING S n ee T� J -2_Ja d1L EXISTING CONCRETE, BLOCK OR WOOD FRAMIIJG fOfi IST- q CONNECTOR TYPE STRUCTURE.(/ C2 CONNECTION is f 13BED 'I CONNEL'II ON TYPE d REFERENCE A14CHLIR TYPE W EXTRUSION pp! EMBED. 5 CONNECTION TYPE W/ EXTRUSION ]I REFERENCE ANCHOR SCHEDULE FUR MAX REFERENCE ANCHON SCHEDULE FOR MAX, sc EDCG FOR MAX, SPACING SPACING FOR M4k w 5 6 SPACING IF`w,l ///• IN DIAGRAM ON PG 10) 1416 LYIN� 112- -L 112 GLASS IE Rl$ psS ii wL DR DOOR FOX .7 2DN 1/2' n NN 13 MwU TOR imiw wm i.w <YI/1 SMS Cm 12'• i,AyE i » rc wwr� 1_¢pJR IDV A'µ�I4{1 u.C. OR 311". ALUM YPµA]IUI POP RIVETS (N 6"O.0 it VIL GPI wj GL ASS ON :n 13 ZOR t,(OFI»II - !! j'/'Nm0 13 OH VL'v ALUIa PO ._Xj"mQJ �nF DOOR H�o_wI" CLASS UN DOOR F `AL SZ. I.• Luw f (pk- Ylmplrl� xV111(Tp[gIIHN[ Y l D RIVEIS[ll"U.L •(W RN, ,LPA9AlIg1 •Cw(1J•I Iu L1A55 Cpaaada' (I-QQqy■■ ! MACHINE X L -'S(VADUNS J wC I, E �J "_. t/P' MAX. FROM PIN CwoN.4 J SCREW&S. SCREW 6 NUT (a 12 u.0 DA65 .1 ASSEMBLY 1/i'. 1/2" GUIDE TO BUSHING T R WASHER Il YPA -- _ �� 1 _ DjrI� X v4 MAX FRAM VIJ - q CONNECTION TYPE w n DL a 124"MAX FROM 1/Y GUTTY-O BUSHING C44 tltl lk!!{g!! �� E� J tTUE.HING - 1 R2 WASHER (TYP.I U WASHER WASHER TTYPI 6 REFERENCE ANCHOR SCHEDULE FOR MAX. W111WITION C2 CONNECTION TYPE EXTRUSION y �� LaWmFa ry n EXISTING CONCRETE, W/ (2 /-CLOCK OR WOOD EXISTING CONCRESPACING AS SHOWN '� 5 CONNECTION TYPE W/ EXTRUSION /1 (erTj Olt - T FRAMING BLOCK OR WOOD FkAMING N DIAGRAM ON PG, 101 REFERENCE AIJCNOR REFERENCE ANCHOR SCHEDULE FOR MAX 15-2338 3" . 3" . vc' COwi 4 CONNECTION TYPE 412 A 112' EMS (b 12' SCHEDULE FOR MAX SPACING _ INA1L ' !APl PuaDRlhn 6U63- T6 AIUM. PnGtE REFERENCE ANCHOR SPACING. AL]'. FASTENER O.C. OR 3/16"B ALUM EXISTING CONCRETE. LOCATION. FRONT AND [MAY RE REVERSED SCHEDULE FOR MAX. POP RIVETS Lb 6" CC BACK ANCHORS NOT REO'0 BLOCK ON WOOD FRAMING AS SHOWN UASHEDI SPACING OR 1/4"0 ALUM P WITII THIS LOCATION 9� RIVETS P 12" O.0 p WALL MOUNT SECTION O CFILING / INSIDE MOUNT SECTION O WALL/DUILD OUT SCALE , 3". V- 0- SCALE 3". V- O" SECTION SCALE . 3'. V- 0" L�J/ NA, ASIA I\•FIIIAL FBJIF_S SEE TAME 4 IF FOR HVIR YEE )ARE 2 EX IS TIN GLA55 petal XPAHA0m 16 OF 130o A' STAUCT QASf WOR R'W wou _ •:\; ( 1 y a 2 a 1/4"P ALL PORTIS SOLID I. Mwn A SET ANCHORS WITH EONEMEDM— )c Nw z SB" IN llII ^ u CONCRETE OR CONCRETE j T' OLBCX, 3" MIN SPACING 3' MIN GANT E I �N a DIS 1'ANCE R. EU, UI511 �i /n U4"MAX. PROM PM IE BIISrnNG \VASIIfRGUIitlYPI GLASS I !I TWO Vc"n wOp00 ODOOR THREApEp PFNf IRATIOIJ "T"URG [f NlEO OF SI WS l" MIN fO. OIST. ellb "T 14 MS OR MIDSPAN BETWEEN STUBS FOR TRACK TO 1" A 4- PLT WOOD Y TUBE CONNEC HOD 1/4"P AT 1. Sl DCCII FINISH T- a 4" a -125" POINTS SOLID SET CH AS 606i-TL AIUM.TUDE E1IBWITIEOMENTIIN. IN THIS DE JAIL I D BE USED WHEN STUD SPACING [UNfRETE OR EXCEEDS THE MAX. ALLOWABLE ANCURR SPAC114G. 9UOCK. 3" MIN - PAC AND 3 O WALL MOUNT SECTION nns oETAR nnv MIN EDGE 01ST ANCE SCALE 3"_ t'- D" ALSU BE uSEO E%ISTIIJG AT TOP St RUCTURE T LEG DIRECTION IYI 6063-76 ALUMINUM ANGLES PER BCAM eND. SIIE PER SPAN TUBE SCHEDULE ACCESS 1/4'0 THRU SOL SEE BEAM SCHEDULE FOR 1/<-2U MACHINE BOLT W/NUl SO 12" O C OR 011 , 3/<" SMS 6" O.C. SPAN TUBE 6PNJTUBEfiGHEDULE - IBE N<ONABIETDBE SPAN NUIBEROF 1H2UBOLT9 (]'.� 7p(OTRIP.UT$f] (L�,• .".• S¢E TE BPNJ TERM __ _.__ ANOIE qS1�'•.. RIBA TSP BOTTOM TOP 001TLVA TOP BOTTOM .!l Say TUBE TUBE TUBE TUBE TD9E TIRE TL9L//I1 121r tUr 2 2 2 3 4• 1 r 7.5N B.t26• STIr _IOO.P —2 —2 B 3 r r 12r BB.r BI4- 2 2 a 3 r r ao• t2e.r IavO• 2 x 2 3 a• r 2•� O.lip' �• 111A' I211• 2 2 3 6 _ T• 1• i2r 1%C 1Wr 2 2 • 4 Ir ID' ,2,�y LO• Ib.r IM.P 2 2 3 f Y r O.fib' �• 120A' REEr 2 2 3 4 T' lr 1YJ• 115.4• 131A• 2 3 4 5 10• Ir ]'YIR W IEB.1^i 240.r 2 2 3 4 1- lr O.IBlb• �• 140.8' _2N.P 2 3_ B 1P IV > SPAN TUBE PER DESIGN _ _ SCIfEOULF. J(_.. �. 1/4-20 MACHINC BOLT I� 1216043-TL LVMINUM W/NUT (b 12" O.0 1^ ANGLES PFH BEAM END. OR R1< n 3/4" SMS tiro 3E PFB SPAN IUbe 6" D.C. \ HEOULC `-ALT LEG OIREC'TNN ACCESS HOLE EMBED MAX DESIGN LOAD • a 72 PSF Oj BEAM SPAN SECTION SCALE . 3". T- U" 5 T I��` 1/4" MAX. FROM PIN GUIDE ID -2 TO BUSHING WASHER(TYP.J �111- TILE ITYP I FINISH MATERIAL Moe- `3/4" PEYW000 — 1/4"P A325 GRADE THRU BOL 1 011 T" O.0 OR 5/16"P A325 BRACE THRU BOLT EN 12" O.0 GAL V. DR 5.S, 1/4"U ELCD ULTRACON TD CONCRC]E/CMU 5" U.L Y//1-1/A" MIN. EMB IIyV,. OR v4`W LAG SCREW CIO 4" U C W/in/B" MIN. EMB, IN WOOD SG.0.42. 10 0,65 CONE 'ryNAIaNG 6EF 2"' S" A Vb" N SCHED BASED ALUM ANGLE 16063-T61 •E OF STRUCTURE OH PASS THRU DETAIL I (MAX. DESIGN LOAD a 72 F.S.F I SCALE 3-. T- 0" EXISTING WOOD THUS OR RAF TER LN 24" PIAX. CEC — EXISTING FINISH 1" . <" . 1/8" 6063-16 ALUM. TUBE W/ THREE 1/4-0 WOOD LAG SCREWS WITH 2-3/4" MINIMUM THREADED FENCER. "I - IN WOOD O EACH RAFTER OF iRUS$ � 2<^ aL MAX. WHERE I (MAX. DESIGN LOAD . 72 P.5.El SG(�M NOE SC EDULE MOTE61 f. USE2'E3'xlP'OR'2'.S'.lU4• ANGLES FOR 2.115' R 2.26• BEAMS. 2. USE 2'X5'X1/4' ANGLES FOR 2'28• D 2'.10- BEAMS. 3. USE BEAM SCHEDULE FOR OEEAIL J. 4. TOP B BOTTOM BEAMS MY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEM( SPANS, S. SPAN TUBES MAY Be USED 1N A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID-SPML NBES SHALL WIVE TOP BEAM LIMITATIONS (INCLUDING SPANS ARMORS, ANGLES AND BOLTB) WITH THE S. LECTER SPAN TAKEN AS THE SUM OKIPIE SPANS ABODE AND BELOW THE BEAM. 6, LAP BEAMS ARE NOT ALLOWED. 2. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. • � 2• Bxl/B ALUM /I I ANGLE W/ THREE 114"0 WOOD LAG tea SCREWS WITH 2-3/4" -13 I22 V W MINIMUM THREADED nl�olnw PENETR."T"INWOODW XwoTTO EACH RAFTER OF TRUSS. Door 24"O.0 MAX WHERE m ANGLE EXTENDS BEYOND 4 LAST TRUSS MORE THAN 6-• EXTEND ANGLE TO NeXT TRUSS. 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' 1-31• EMBFD ]500 Mt / N 1 I 63 Ifi.0" tfi 0 I6 0. 16 0" ]fi 0 .. 1 U 8 1 a' b Ifi 0 13 D 11 0" Ifi 0 Ib 0 11 0� 13.0 > 8 6 5 0.0 ]1 s Ib 0' 16.tl Ifi 0 I6 0" fbY Ifi 0 16 0 Ib 0" I] 0" l3 0 1fi.0" 160 IS 5 14 0') B O0 > 0 B 5" 11.5" COXC R I6.Y"160160150'1601601fi tlIfi0100"40_120150. 1t510.0 65 SS 6.0100160"Ifi d IfiO IB O'Ib Y�l6 d'I80160'1I.W 8.5'1].Y 1601]0°110"�OfiU I10 I6.0" Ib 0 9.5 0 0' IL0 11 0 11.5' 10 0 6 0 5 0 6.0 10 0 9 5 _e Y 5 U° // 5_0 B 5 15.0° 10 5 9.0° 13.v IS 5 33 Y 11 0_ 8.5° 5.5• ]0 Y 10.5 B.5 fi.5 / 5.0' 9.D' I00 9.5• B.0" 5.0" O/ 9.v^ 0.d 5.0° // 5.0 " �' S.0 B.5 t0.5° BA• 10.Y B.5' S.5• S.D. 9.0• 1/4• PoWFA9 TAPPEB° W/ 1-1/1• MM llWl DIRA11[1 ]' M2N EDGB DIfTIXCE 1.3/9'FMBED 13WOpI NIN U1XL) C1 Q [l G CS Cb CI Q [3 U CS G Cl C2 Q. U. CS Cb C] CI Cl G CS C6 CI [3 Q G (5 Cb . Cl Q C3 G CS G 90 fil I6.0"10.5' Ifi.O" IB 0- 0 ).0 160 160' B D• I6.0" 14J5" Ib.0"I6.0" U 3 1.5 1 D B 0" 6 5" ].5 > 0" B D' I6.0° IfiT! Ifi 0 Ifi.0" B 0 ) 0 I].S' 10 0 11 6 IO S^ 6 0 0" I10 I6.0* Ifi 0" fi 0' S.5' > 0" I1.0"/ bd"8.Y 90'�13 5 18 D IE.0" b 5 fi0 100" 9 0 9 40 fi.0" ]00 IO.o' 5.0• ]0 0• // %% 6.0" 4.5• BO" 6.P 5 S ; / %/ � 5 0• 40" r j/. �).5• 5 S" 9.0" 8 5 9.5" BO° 0 0 / 5 0° 8 0• ) 5 AS / 1 0 5.0_, 1.0` 1.0 / 5.0• 1.0' r / 6d• /// %// 1.0° S.M )�5' // � LD• 6.0• P MIX eD0! DIITAMC! b /] MI lDOI OLTAHQ 1; `ram PoAD $P80L118.783•_R:' $p20lVQS49:4: $eEp1�IpS9J7•_4" $pe'LLYe.70.4_� SunE UO To b'-B" Fp[m UO � ANCHOR �� CONN TYPE CONN ME CONN ME CONN TYP! CONN ME CORNME t CI Q � [] CI I [5 [1 Q Q G Cs CI Q [] G C5 CI Q Q G C9 C1 C3 Q CI [5 C1 Q Q U [5 Iq•rtW TADCON WON IB LS" ).5• 3.0" l.050 µ xG AN TOAD (DLl 2" HIM INNER DISTANCE COXNTYPE Ci Q Q I G I CS iPIUMjOa_-9" COHX Cl I Q TYPE C'J I G I CS SP.n. lrEl9_i� CORN TYPE Cl Q 1 Q I c4 I C5 1/4• POWERS TAPPER+ W/ AB 15.5' 15.5" 6.5" 6 5" 155 10.5" 10.5" 4.0" 4.0" 10.5" 6.0' 6.0" 1.1/A' EMBED -..- 62_ )2 Ito 13.0" I10" 105 l05 S. S:s TO" 65" / 12.0" 90" %//. /, ).5° B.0` fi0• 6.0" //// // r , / /. r. 5.0" ///,. . r 4.5• r 1.p" o o RAMONS W/ 2• ETEWALL ENDED WSFRT W/lap• EMBED fib_ IB I60 I8.0' 6.3" B.5 1 O' 1].0" 13.M ' S,0" 1).S J.6• ).S" 3.0" ].tl' 9.5" 62 11.5" 14.5" 6.0" 11.5" 9.5" 10.0" 4.0" LS` 6.0'1 S.0" 4.5• //// /// ].0' J? 11. I3_5"i13.5" 7.0. .0• 5.0" 5.0' 9.0" 0.5° / // 11.0° 4.0" ].5" ).5" /.0' ].5" 3.0 2.0" %/ / 1.5" /// I.S• ].S' r /// ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK 4• HIM EDGE DISTANCE r F b ANCHOR LOAD (OM( 5139L2I461 CONNTYPE Cl Q CA C5 SvPiP14910$:' coNXT WE CL I C2 t o G I CS So.n. CORN CI Q NO To 1J'.0•• TYPE Q G I C5 5/lW ITW TAPCON 3L W/ 2-1/4- MIN. EMBED 48 63 l60"I60160°I160 160"160"360 I35 11.5'180100 100'_B U" ]0 10 tl' 93 380"Ib0160'I55 IbQ 160' 16V10.5 95"159 145125"65 55 SO" 13am' -110 160160 100 90 140 1454125 65 55. ]5 Iltl 100" 53 <5 60" 5 4.5 %9g �m $o 16- Gip' MIN. EMBEOH OW/ bB_• II Ib 0�100" 00" 65' 6.0' )0" 140', ILY" p5• I3.5. D.S" 5.9• f//� 0.0" 0.0" 6.0" 6.5 55" 6.0 / � 20 a• eo0e OIrtAMCE [1 ClQ U C5 Cl 1 Q C) U CS [1 C3 Q G CS il25MS W/2'EVEWALL ARMORINSERT W/3•fMBED 4B fit 1605'R I.USE' 5"l05 160 Ifi:O"160 OS d5" l60 I35 I3.S"_40 160,5_110 I1.50•6.0/// ///� 3.0" 6.0" 5.0" / /i 3.0" B.Y" 5.D- r / � 3.0" NO PCO046 lF ANCHOR SCHEDULE: WOOD (G=0.55) 0 '. STATE OF 3 L MIN EDGE DISTANCE p iF AXCMO0. LOAD ( Soon. CONN CI Q UO T06'-D" TYPE 1 cS I G I CS CIO., CONN C3 I Q UOTO B'-9° TYPE I O G C5. fDNN)T 111 11 In I[2 Q G CS 1/1' UG SCREW WrtN I.314 _iB 16y0° 16.0 I1.5" 1L5" IR V law 166.w 7.V ),0" 16.0" Ib.O" 16.0" IS° 15.D" MIX THREAD PENETRATION - "82 16.0' 16.0" IVS.5" 1GO" to.tl' 16.0' S.5" 5.5" 15.0" 16.0" 15.5" 3.5" _4-P 3.5° 9.5" 72 16.0" 16.0" ).0" 7.0" 16.0' 1fi.0' 16.U° 4.5" 4.5" I5.0' T4.0" 12.5' 9D' 10 ).5• D110 ae i ([7✓'1ROWSr 7/16"WOOD BUSHING WITH M MIN EMBEDS 1/4.30 MACHINE SCIIEW ___ f�'A OR 1/4' WERSTADER. ORI/9•IfOWERS UPPER+ WfIM 1.3 Y MIN THREAD PEXETRA�ION 110 200 C8 bI '' 100.160 11.5. HOW 115 95 I60 11 S" 45 -25° 95 6.5" 40 20 95 '60" 135 60 160 b5" 315 14Y•1]0'1;3F.SW 130 9_5" 95,5 13 O'50 10_0"�.0" ]0 15 20 )5 60 130 fi.5' � II_5.9.5' ILS' ).5 SA' 9.5" ).5" 5.0" 3.S 3;A l.5° 3.5_ 1P 3__0• 30" 2.0• 6P 6_6" 1.5"SS 3.Y"SS j] I15" 1]_S 5.5" . 11_0" J.S" T.5" 10' 0.5" 4.5• 3.5• 2.0• / 2.0- 200 98 63 )0• 35• 16.O�, 16.0" 70 ]0'/ IfiO I-,o 30• 130 9.5^ 0.3' ����� U.tl: 9.5" 40 160 15.0 40' ]5 160 18_0 JS• 30_� 180_' 16D"'6.9 30 BS / BO 6.01. 2.0" / / 16.0 tfi_P' JS' JS' 160'360° WS"S' JO' 115" S.D. 4.O S.0- 15" 130' -isi J] 16_0° 16A" B.0" 1.5• 16a'. 16.0" 16y0" S.0• 5.0" I3.0" 11.5" f0.0" 3.5' 3.D' 6.0" 110 16.0" 16.0" 50 4.5• 10.5" 11.W 9.5• 1W 3O• E.0" 9.0- 7.5• 2.5" 2.5• 4.5" 200 9.0- 7.5" 2.5• 1 2.5° AS- 9.0" 7.5• 2.5' 2.5• 14.5" 9.0" J.5• 2.5" 2.5• i 4S- ANCHOR SCHEDULE: WOOD.(G=0.42) 3/4• HIM EDGE D35TAMC6 y F3 x ANCHOR LOAD (py) i99NE CONN CI cl u934S'a TYPE Cl G G sm. 0PT4a'e CONN TYPE CI Q O. G CS CONN SZES�2I913J10 CI Q TYPE C) 1/4' TAG SCREW WRM 1-3/4 46 16.9' Ib.O' 9.0' 9.0` Ifi.G' 16YI6.0• fi.0'. 5.5" 16.0" 16.D' 160" 3 5' 3."MIN THREAD PENETRATION 63 160'lb 0' 65 66 160160 ]60 49 40 13 115'I05 L 2.160"160 200 IBeIW.V ).5• 60 59 ]$ 2D" 55 3.0"_90 160 4.0 AD 90 ).5 1 'BO 6.0' )5 �]0 I.O 39 EO // 100 Stl 40 95 )5 )5' BO 60 60 35" 20" 4.0•45M5 2.130 114WODDS TAPPE0. ION160" 4B� 16.0. 16.0° 9.5• 9.5' 16.0" 16.D' 16.0° 6.0• S.5° 16.0° Ila' ILS' l.9• 1OR11'pOWf0.5 62 160"16Y ]0 65•I60 14WIS.%45 40 95• Btl' ).0- 2.5• 2.WD01-3�4'MINTHREADPENETRA CBS-100 SD" Ifi0 35 l5 2.0• 55' ]0" /� I80 60 2.5 Il0• fi5 50 S15_ 55_ 4.5• 35 30 2.0 35 20 ./ TO' ]5•50 6.5_ 55° 1.5' 2.0" 29• 2.110 /'200 ANCHOR NOIE51 SEE SHEET 18 FOR ANCHOR NOTES. II V� f0.032- 0.032•-4I 0.125• 0.196� _ _ 'I 95° i, `I I I I I �� I m2.e7s• it-0.188' 03.250' n LIGHT-N-VIEW WINDOW N.T.S. SABIC PLASnG55"1431T-UL-99HB CTANGULAR / WINDOW ASSEMBLY EDGE OF/E O`FF ACCORDION SHUTTER BIADES I— ' HOLE (TO RECEIVE WINDOW ASSEMBLY) 3.5- MIN. TYPICAL n BLADE W RECT. WINDOW 13 N.T.S. EXTERIOR EIEV r°4V 2.875.0 HOLE TO RECEIVE ROUND WINOOWASSEMBLY i BLADE W/ ROUND WINDOW 13 N.T.S. EXTERIORELEV t-2:210'—j 181' .020' F OIA. I �p 1 IFXTJ p5' .355' SECTION A -A i1 RECTANGULAR WINDOW 1v N.T.S. EXTERIORELEV 12- MIN FROM EDGE OF SHUTTER. r EDGE OF ACCORDION TOPORBOTTOM / SHUTTER BLADES z LIGHT-N-VIEW WINDOW 13 N.T.S. EXTERIOR ELEV 12- MIN FROM EDGE TOP 3 RECTANGULAR WINDOW 13 N,T.S. EXTERIOR ELEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGULAR WINDOW SHOWN IN 5/131S MADE FROM GE XLIO LEKAN WITH 0.075- MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY BE NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0d63•, ATTACH TO BLADE WITH (6) I9 55 SCREWS OR BOLTS WITH NUT'S. 1T BE/V �� °Ploo.i'sisxr No PEO01fi54 �w`5°91 it STATE OF N lI