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HomeMy WebLinkAboutPRODUCT EVALUATION REPORT_ P ■ E ■ ■ o \ eTs 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 py Manufacturer Address: 400 West McNab Road 't. Lucie County 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 6 3 -ft F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and%r 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. Re•evaluatioh of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #16-2338 titled 26.8 Accordion Shutter, sheets 1-13, prepared by Engineering Express, signed & sealed by Frank L. Bernardo, 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 V lnu J. Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report #03-024 (signed and sealed by Yamil G. Kurt, PE) by ConstructiogTesftf Cw*ration (CTC). • STRUCTURAL ENGINEERING CALCULATIONS g3" �� �QQ- I Valid for Structural engineering calculations have been prepared which .•'Page � 2 evaluate -the product based on comparative and/or rational B �_ analysis to qualify the following design criteria: _ AM .Q % 1. Maximum Allowable Spans = 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation ranks?rAfardp; W 12TH AVENUE SUITE 106, DEERFIELD BEAdMyI AA% PHONE: (954) 354-0660 - FAX: (954) 354- ENGINEERINGEXPRESS.COM v'„p!c(nM1O�u�CWVm1aNnEN.M. WRNat1,.I,w1AHRmaaW li'PAII,S W\Iflli�ptV4AON.14Y 2017 Town &i 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 199"9. 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. 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 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 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 E N G IN EERINGEXP RES S. COM vwnsc+nnm„cemnioxwma.vu.ison,iurun wnmHrwm�aoomono.ecrswonrsuomsmstvnaanr.ux TABLE I ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE NVHZ M6 P05RNE HY Q POARNE NNID Ny1Q DESKtI WWDIMD U]Y)WHH6 WB W WRM CEMEPMATEIf WI�AILaD WE LWDIISFI InIWIE a(�i I G OgOAO oRp� A Q camrtxxT•• OW, :38 IY' too, IM• 25D 134• lw IN' a0.I 14r IN• 15V Au ur IoV 1N WA 1]r _ 14Y _ 45A lA• 141' _ _ - - Ar IN• IEB' _N1.0 - - _IF - si.o ta• ___ --. 1i4— _ _ _.IN _..._ W.0 1xr — i51-___48•.__ 0.0 ier - Ix 143. 75.0 TIN la• lA- N.D 115' 1>r 1 ' j lnlrr 12V ueoso "a. m tn• is:__ 115' --Bob woA 1 LOP 1A for 16' 11T lir- 1100� ._i20.o 110' 11P --1or ia•. __-iw� - iur _ _126D_-_ --_-_ _ -- - or - Ivo -13Bn _ _- _ 01• 14DD IY 146D Pr Iwo eP _155.0___ •. I RICO _ _ _______BD' FT 40D_. _ _.:. _.. .. T0• T _1T0A 1ND TV IBSD - - 71= Iwo TO Woo _ --_ —__ _ __ ro• mob T N• .8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPAMTION FROM OLABB —FOR LIBEWITHIHTHEiNNZ— YNW W BEPNUTIIXI P�1TNE FRpI BlH9 Df91Gf1 PRES9INE (P3F1 PNI Bpm a HSTAUATKXLS INSTALLATIONS .,DAoMB +WAXWE GRACE GRADE (N) IN) R.] 1 for ].r IV eP zP s A W w IN 1 ' oIr 1.P -1$. __.... or _ ae__. No: n' I, YY IV TV 40 low IV t3P J.O• 12' fir e,r xr 1b• e.T` le• I.A. ce �1G0' 30• tr ]P _ zP W imm 1P za— 13r 5.7- 16• m• IV I IY SP 1.P N fo8' IN 2Y r or e co.r e0' JP Iz lY Y 2 BY IN IY &' 3P tr PP 3P Zr 11B• IN IV W: - _3P •. 2D' lIP 1 33' --13' . SO' TV l.r •• FOR BUIIDOUT MOUNT MMIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE 1 ALLOWABLE ROAN BCIIEDULE — NON-HVNZ DES" Wm I PD]RNEAIA WILD NEDETNEWHO •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABLE4 - ALLOWABLE SPAN SCHEDULE = M ASTM ESSEMUL FACIl1ilE90NLY =A Moffm DESIGN POSSUM IPeFI SIMMER 5PNe 4WIW.IBFPNMTKH iRW fiAS9 SL4TALLAT9N9I W8D11ATOte JO'ABOVE ]DABWE cRACE GRADE INI I II11 30 5P 11- w 1ZI IY N• ON Sr 40 P I, }t• 1• YT 3.1' f3' fop- T 1N lr x.r tar se' zr IN• Ie• 4Y N eT 11' 1.1• BB 11' _ _ tf IN- 11— 2N 1'AT• Sr IN Ur 50 Sr 1N• S.B• 6Y Do N xf• LP RB lr IN 1N• }1• zt' b 11' zr N' S.B. IN TO NY 11_ Ll' BL- 11 1.P 0- - IW aBPr CO 1l' Y_ Sr _ 11 1.0 BY 1 3.1- 2.r Ir Lit• SS' ].r u0 SO' 11' lY ar is or i TO 110 3X ]Y ST IV aPT� aA• IN' 11• }P TABU 1 AND 2 NOTES: 1. NVHZ: DEFINED AS MIAMI-DARE COUNTYAND BROWARO TABLE O AND 4 NOTES: COUNTYFUIUDA 1. NON-NVHZ: DEFINED AHALL LOCATIONS OMERMAN 2. DESIGN PRESSURES SHOWN IN•ACMRDION SHUTTER SPAR O MNMPPADE MUM AND BROWARD MUM FIDRIDA. 'ACCORDION SCHEDUUF' MOVE ARE MAXIMUM ALLOWABLE DESIGN Z- DESIGN PRESSURES SHOWN IN SHUTTER SPNi PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, SCHEDUIV ABOVE ARE MAXIMUM ALLDWABLE DESIGN 3. THE 6.8 SYSTEM MY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTT0t SPAR. OUTSIDE OF THE SHUTTER BEING REVERSED. FOR RUMPLE: NO SEPARATION FROM GLASS )5 REQUIRED FOR IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE �\v T INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FO0. F� THE HVMZ AND OUTSIDE OF ESSENTIAL fACIlIT1ES, THIS COND910M POSITIVE ALLOWABIPDESIGN PRESSURES AS NOTED IN TABLE I ME IN THE DIRECTION MWMD5 THE �1r--) rY_ -' I �TR 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SMATTER BEING REVERSED, FOR ENARIME: R IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. ]]]MMMJt✓ti WITH THE BACK OF THE BUT FACING DUTWMD. 4. UNEM INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPARS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE E PRO�CT.I TOO N PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMED. THE DESIGN PRESSURES FOR THE NM HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE HEM HIGHER SPAR STALL BE BE USED. I USED. V. OF N E \\11 rfMN bKNMIAOO.RE�. UCEN • NT1 M �Q? ' sF N0 FE00a65T9 ? '❑ A9YQ.. % 5�-f1•'. STATE pF tiN 'Si�NL£NG\\ W ]� GENERAL NOTES: ALxxx y�Z 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT (CODE SIXTH EDITION 2017 FOR USE WITHIN ANAND THE INTER All ALBUILDINGCODE(pD OUTSIDE THE HIGH VELOCITY HURRICANE ASRIC'N!TH 6SYSTEM STE E MEETS MPRODUCT ISSILE LEVEL EEV ND-ANRTP LL DE ESND SENTIALFACMATIONILITIES AS DEATIONAL RESIDENTIAL FINED IN 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITHTHIS SYSTEM SHALL BE SECTIL7N 111��� Eti9R 8 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE �"E h jF BUILDING CODE SMALL. DETERMINED OR EDQUAL TO TTHHE POSITIIVE OR NEGATIV1609 DESIGN PRESSURE TOP TRACK a ' 7 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. �� / w . 4. DESIGN TESTING PRRESSURES NO ED IN HEREIN ARE BASED ON MAXIMUM TESTEDPRESA S IRES DIIVIDED 8Y A /5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REpUIRED FOR ALLWIND m ZONES 1N ACCORDANCE WITH ASTM E1996-09.1TIS ACCEPTABLE SY CODE UNLESS OPTIONAL CRITEIt1A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. -i J PLAN i 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND a r++ VIEW F LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEW�d DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR F$ $ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd .0.85 F o w SHALL BE USED. �y S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC S 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE VALUATION REPORT SUBMITTED FOR THE SAME i PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 6161S-23 OF THE FLORIDA ADMINISTRATIVE CODE. z �' • 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W EF CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CpONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING P SEALED BY N LICENSED ENGINEER SPECIFIC R REGICSTTEDOCUMENTS ED ARCHITECT WHICH DEAIL AND JUSTIFY THE BOTTOM TRACK CQ_ 12. EDACH SHUNI�TER ASSEMBLY SHALL BE PERMANENTLLY LABEL D WRH THE iULLOWING MINIMUM (_►I INFORMATION: TOWN& COUNTRY INDUSTRIES LOCKING MECHANISM SEE. FORT LAUDERDALE FL MISSILE LEVELD -ASTM E188� E1996&E330 TYPICAL PLAN VIEWS i�� TAS201 202&263 d"gg gg FLORIDA PRODUCE APPROVAL NUMBE0. 3 R S 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION g K.S.I. 122M `q 14. ALL BOLTS AND WASHERS(EXCLUDINGINSTALLATION) SHALL BESTAINLESS STEEL WITH A SHUTTER ELEVATION g 3 MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4.0 OR 3/16'0 5052 d d d_ 8 E "I ALUM. ALLOY. N.T.S. 7 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 11 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. OVA 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMBLE ANCHORS. y 5gx 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 30% 'E FFjj FTyy e S 20. EEALA DIMENSIONS SSLBE USED ON ANCHORINCLUDE S OR TRACOATING KS WHEREVER WATER SEEPAGE IS POSSIBLE. I' 3 B I✓ I� 21. ALL STEEL 1N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE �.111111W[EBNMIrE 22. THE 6 9 SYSTEM MAYIBE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 B REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE ' Anur, BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAPpPIFOR�DgXI NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROTOWARDS THE HOSTHE STRUCTUSTRUCTURE AND 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK 93 23DD•' .W- 250•' OSILL SCALL HALF SIZE +-1- 258 r no. / I 100- IUILD OUT WALL HEAVY 2—LEG WALL LITE 2—LEG WALL 8 LITE HEADER/SILL 5 O HEAVY HEADER/SILL O (CALE: HALF SIZE O SCALE HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE SCALE:: HALF SIZE RE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON AL EXTRUSIONS 0\..// SILL ADAPTER SCALE HALF SIZE 30 13) T7F_6'.8 SLAT/BLADE \ 07 6,8 5'fARTER SCALE HALF SIZE �- SCALE: HALF SIZE t.51D" tioa" f p29"I usv' i �5 6.8 STACK/C'DNECTOR SLAT/BLADE SCALE. HALF SIZE j EXTFIIDED SILL SCALE, HALF 512E lI'T�CEILING IIEADER/SILL SCALE: HALF SIZE n]5• IIAs- LI.105' 1 �IYH nl ml 4 51u• 10 EXTENDED SILL ADAPTOR 11 MID SILL SCALE, HALF SIZE SCALE HALF SIZE W YI O.O ul jR v. }�-630' D96' 1 N fl2?' 0.11$' 18 RADIUS CEILING HEADER/SILL N 0.096• SCALE, HALF SIZE .100• 0,08D• 420' ig WALL SILL CLIP SCALE HALF-SIZE 2.365• It AD (55'' .895' ,t ¢ 4,510• —i 72 MID SILL ADAPTOR SCALE: HALF SIZE WALL SILL SCALE: HALF SIZE a I 3'ISm _1T125' 201� Ut0-24 THWMB STAINLESS STEEL 1 flf Yl 3�I { L 4I ASZ.. 0N HOLE N Ml u.USO' \ NYLON �II JIR 062 WHEEL AY 11 I9 ANGLE SCALE. HALF SIZE �_ NYLON WASHER OR ALUMINUM INYLON PUSHING OVIIOHAII --'— ` 114 x P-3/c' 41D HT S.S. IMSCRTS SCREW W/ INTO TC LJLTRAC07E COATING TRACK 1T YP TOP L HOT TOM) 1!ISHING W/ WASHE.R'. + r 1/Z' P IIJTERIOF IOIFT TOP x I ICD INTERIOR JOINT NOT TOM i CAN BE USEV ON E%l ERIOR 623• OHU' U_>003 6.8 CENTER MA y) UNINATE LOCK SCALE. HALF SIZE SCALE'. HALF SIZE 5500• • 13/16• WIDE f'-f. ABU' A in n C — LUO' 4.50D• .y—j.EeS• SECTION A RELIA CRDEI 20?2 114OUSINIAL SYSTEMS 3� E30X LOCK SCALE HALF SITE 10 RECESS SILL SCALE: HALF SIZE FOR USE WITH 0 AND 9 ONLY Zt SLIDE ROD SCALE, HALF SIZE 1`1.2nD' 26 BOX CENTER INSERT CALE• HALF SIZL LL MALE BOX CENTER 31 SCALE. HALF SIZE TYP AT EVERY OTHER INSIDE JOINT AT TOP EYLIBIRR`SDLID BRASS, NICKEL PLATED •J ROLLER ASSEMBLY 'OUSINGIINC DICASTPOWDER COATED i SCALE, HALF SIZE NOTE. MAY BE KEYOPERATfD OUTSIDE OR THUMB TURN OPERATED INSIDE 23 BRASS PUSH LOCK SCALE HALF SIZE p% RAINGUARD SCALE, HALF SIZE 32 FEMALE BOX CENTER SCALE HALF SIZE 4,000- E500• I -,t .t � .22a• ! .POD• qg DECOkATIVE FLOOR TRACK SCALE, HALF SIZE `SY`\\111111pppp11����1L11--�-1��I L1LEN NO PE061E599 STATE OF 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE, HALF SIZE SCALE! HALF SIZE �E 9/16'051AINLE55 51eeL lout 1_40oI p01E 41L[IMfNI SCREWS P0N �1t 1Z -, [NO 51111PS SNAIL BE N1010N% nfADSTYLE VARIES U DRPIntLIPSDNW[SERE NS, �l 3p pp NAL'D-IIbNI[NED ONLY 38 THUMB SCREW S,N 4L.• $Q CT SCALES FULL SIZf .4'60' •" x IyE� tt pp 1//4-20x1 OR 5/T6-IBxI 5,w "''. R_ry B tl6 E MFCHINE S5'EICK 5TAINLESR 5/i6"m INTERNAL m 014AML®xIY TItRF.AL vrvi4 nj yv 3% T—SCREW lNISERI' $ 1DSD•• 15-2338 POWDER CUATCD, ZINC ON-CA57 SCALE FULL SIZE - 3E T-LOCK ADAPTER y, 254•• 40L 406 40c rrmau OPTIONAL)/ I now y A, .. m END S'ERIP 1, SCALE, HALF SIZE 1509LX% ANGLE 2„ & 3" EXT 39 %CALEHALF SIZE o• N.1v5' SCALD HALF SIZE L ] DIST. FASTENER Cm Re 0.0 -EDGE_ IUSE AIJY ANCHOR SHOWN EXISTING CLASS% EDGE DIST. EXISTING GLASS N ANCHOR SCHEOULEI DIST. _ fMBE £ILL (INTERIOR)F[^64i E ES i-�•'ya1 AI.T. DIM CTIDN II II yW L�yi�C'll: N jy'111A (INTERIOR) OF An1OL: LEG n TATE OF (EXTERIOR) TYPICAL PLAN VIEW SCALE. 3 = 1•-0 I� O 2" z 5" MAk. TANGLE LEG -- y—JT-"1'in=- 3 4 1Yu ]9L 11 \ IAT'BE RE Vf RSEUI / II11111 �ILC(-( YjV� 4 i) 6• ACHOR Co N O.0 IUSO AIJV 13 t5 ANCHOHSHUWNIIJ ANCHOR 2t y 13 23 Ig gb L.IEp gim L1 13 SCHEDULE, 1" MIN, EDGE GIST PHCFI' TOP 6 Li]•Yl[ I$[i Z a� —012 K 1/2" GALVANIZED BOTTOM 1/4-20 THU M1 5 CREW V (EXTERIOR) W ��q z OR RI SMS.3/14- ALUM TNT OCE SHUT TER \VTR I)1�� 31tW[fl F7 1/4-I0xI THUMBSCREW INTO POP RIVET. OR t/L-20 TO 2/3 SHUTTER SPAN EC EIV ING HOLE THREADED HOLE LOCATED IN MACHINE BOLT X NUT SHALL BE 3/B" 1/3 SPAN TO 2/3 SPAN FROM a 1F- O.0 MAX WIDTH UP O BOT1 OM OF SHUTTER FOR BLADES 10 l" FIIIGHT. HS - SB'-3" USE TWO TfWMOS[FEWS MULTIPLE SHUTTER ASSEMBLY ON BLADES > B'-3", ONE C. 1/3 SPAN LACKING DETAILS FUR SCALE-'3" = P-u' AIJV ONE AT 2/3 SPAN FROM BO'1 TOM CENTCR TAILS OF BLADE, TYPICAL. FOR LUCKING SHOWN R MATES F SHUTTERS, A BRASS PUSH LOCK 1�"•.1 DETAILS •I MAY BE SUBSTITUTED WHEN USE WITFI 6 CEWTERMATf N29 A55110 YJ[I, RECcIVING - IS END 51flIP SCHWIIL[ W d HOLE FOR THUMB SCREW MAY BE T/16' q� FOR MAX. SYpN WHEN 1V V 33 P m�y, / DEINLtOa, tOb OR 40[ I Ei .o$i I 13 1 w� 141�LR � S a X w Y p SILL W ul I n 1 0 3 v USE (1) BRASS PITS 1 i�f2 1 0� LOCK OR SCR[ 5/1E45ER y i1L �31 THUMB W INTO D 1TI ABED INSERT 3 SPAN FROM HOT TOM OF SHU TTER. RECEIVING HOES SMALL BE 3/11" MAX WROTE', OF- TO 1" 23 HEIGHT TYPICAL OUTSIDE CORNER CLOSURE CC7 DETAILS WO/CORNER POST- --- NiS (OUTSIDE) TK111maw, ... W 'AUKHAS 59 sm-.Qw ,CUTANU xsBUlsN .,,R A.KN,C AUE.sVYi .110. 0RIAlp onIA0 pNLIwp6CHEOL1u rJJup•TEN sT1uw RKllrluemrro Bm SIPY'. TYPICAL IEISIDE COR14ER CLOSURE 3� CC2 DETAILS WO/CORNER POST ���.p STARTER S TRIP N W/ i- SCREWS ATORN RANI�HTErvDJL rIALTERJATE CND STRP DAL .. SCALE. 3" = 1'-W^ ANY TRACK EXISTING GLASS (INSIDE) 215 vv- (OUTSIDE) USE 11) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE3'• = 1•-D.• I I O n .,u -It -A - 31V)s SIN -31V35 wuoN Mnov1 IIIS 0ISN13 MOM 1noall9O! 'da'ONIWSmill E HIIM 03N309vIs 9elwVd100on n0 x3010 ONV NVdS xvW NO3) 11tiv1335 "O0 G`102oal NOW 311U)NO) 3NIISIx3 (NIW OSd NIW .'RI HIIM Innis Isom 3]NViV9 NOJ'3'0.1 \ O ONtISlx3 ONV SONS WOxd .E 1V 9Nov4 't* 'NIW d/t-Z SNOOYV1l00T3,0.if %vw NUd 31NL13H)9 9VN3N1N0J IWIM 3tlp100V15 HOW)mN 33N3H3d3N SONS WONT ISOH 313VONOO 3dAl NOLLJ3NN00 IJ Io53NIHOVW ISx E ONII51x3 0L n 1l1 IM now 01 J - OI 09WLSVd now fY xW111 N01V Z --y IN1'NIW.6'0 319NV Tm^ i WnOnNUN 91-[909 r j. y {• fiSYn uuP `WnNTWLLN00%.WN.L rNzq -z MAT .L %.Z woswnNIMM '-rn talvl %oll .4 :.5 %.[ %.i I C Ily%1 'NOW .L/L fL Aj.{41dRL�` I xP .E NO.Z WOUM WO/OW dO11V 319VOIld" ..a -,I =.E' 31V)S N01133S .LNnoW 1n0 Enno 31tlNiIRIV u0 30n1 'Wn'1V 91-E909 .,SLI' x „2 v ,.L NOII)2NN03 3Un1 01 319NV ]'0..6 W) SWS..]/fxYtl d03AVIs %.—C) _ V. WOLIOF) 0461 dAll J'0 SWS v1N 19 yda��Id.J a;,. 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'WLlly .HI .E0 Wt .IEI ql __16_ Wit RI Al m Eat ZO[ All Wt t6 .ul sn is ALS .ILI LL MI litt Z9 .NIlIreLME 1001131313IAgl3I5A A9cg._t 311n553tld m1 V31m. 'SWS Z1n 33HNL No S13AId dOd Wnw 0..91/E 33NH1 91VNV WnIV .Z x ,.Z NO .a/L x..L `.A 319NV HJtl3 Sa31N3 LS V 3 Z GLASS ELGDLES- OR ❑uflN RE 1M E x FOR 1%; E ETAME 3 Fq(uM. 1/4"-201 HFU UDL1 W/ SEPMAIIFN L OCN NUT CT' I0 C, ON 10 CLASS NU V2"SIG H 12 Or ES. OR 3/U," ALUM, POP Nw ETs GA 0C ES UR 1/4"' ALUM, PUP RIVETS t Iz" u C. Es —� 1 A nrvo m SSf IibLY zJ O]_ °°p auu_ GLASS OR DOUR — jYA wu ° XNN J ZC, 412 x 1/2' SMS' & 12" O.C. EF. i I OR 3/1G'B ALUM. POP ZrY FIVEISC 6"O.C. ORIn."H w i ALUM POP RIVETS (01 12" O.0 Ll 11 AND 2 ME " LYP EXISTINGCONCHETE, `BLOCK Ofl WOOD FRP141NGC3 CONNECTION TYPEEDGiREFERENCE ANCHOR SCHEDULE FOR MAX 4 CONNECTON TYPE REFERENCE.A NCHOR S'I'ACING AS SHOWNSCHEDULE FOR Mq% TION TYPE IN CIIAGRAM ON PG, 101 SPACING. AL T: FASIf REFERENCE ANCHOR EXISTING CONCRETE, LOCAT TUN. FRONT AN SC MERULf, FUR MAX BLOCK OR W(10U FR-A BACKWHIM ANCHORS NUT PACING. ALI FASTENER WHIM THIS LOCAI ION I LOCATION FRONT A14D / v4-MAX. FROM BACK ANE11011S NOT REO'D OINSIDE MOUNT SECTION WITT IRIS LOCATION I PIN LNIDE TO SCALE . 3"c 1'- 0" BUSHINGWASHER OA INSIDE MOUNT SECTION \1 U I SCALE . 3"= t'- 0" \ Uri / / NOTE FO THE GAS IN 1/L 4 —� TTP BOTTOM MIN IMUI9 1/4-20 6 S. MACHINE SCREW A NUT IP 12"OC OR `... 3- . 11l., DO 3-T6 ALU6 OAAY BE REVF AS SHOWN DA EXISTING BLOCK ON EMBEDSCHECT 1 CUN RLFERE / SPCIAO XXX NT IAG OD WALL MOUNT SECTION SCALE. :1".. 1'- 0 014 PG 10) u;n GLASS J4 CONNECTION TYPE OR 000R- REFfRENCf ANCHOR SCH E DOLE FOR MAX SPACING AS SHOWN IN DIAGRAM ON PG. 10) NEE o EXISTING CONCRETE, ECHEOULE FOR MAX. SPACING �OCA WOOD FRAMING EMBED. Ca BUILD OUT MOUNT SECTION .I . TIN. CONCRETE, \\ SCALE. 3"= t'- O" BLGCX OR WOOD FRAMING "NUT(N j4k"QlPR IT FillS )[O PE006N (TYP TOP -III TTOMI .A. - STATE FSS.AIDS •, Jtp IL $$ ro/ SON. In ° 3 N 5� mN°O Z �59 ` w Nr°N� W IN .' LllM ' -�I rqn MY Plry GUIDE UITO GUSHING W A S.ER ITYP.1 SSA � r9i IECIRIN IYPE W/ EXTRUSION p2 IEC'TON TYPE W/ EXTRUSION kl ACE ANCHOR LE FOR MAX 0ORO W P GLASS SE 1 wL S 5 v _ Uli DOOR V` . 1112 . 1/2" SIZE ET 12" SEf GfLLE t O j N ry '-w UL. OR I/tS"O ALUN YPRAma I POP RNFTS(.6"O.C. -n¢m GLASS OR Uiri•- 1 •^T°o OR1/4"O ALUM PUP .L�UOGR 4, M11NR h�°mow LSN� RIVETS (N 12 '� "UC.E nV-LH iG1 NO, Xy-Em vl IA N. YP4AA11ON ,{ w J ,C •l XTOCm-LUS5a2L'Ua1- 1/4"MA%. FROM PIN N �U10 TO US$11JG ASSEMBLY H �I/2" r,,.� .... ., r. ... T.^ GUIO$0 BUSHING w — 4 CONNECTION TYPE WASHER IYYPI EDGE' REFERENCE ANCHOR EXISTING CONCRETE, GIST SCHEDULE FOR MAX. BLOCK OR WOOD EXISIING CONCRf SPACING AS SHOWN FRAMING BLOCK OR WOOD FRAMING -Cc CONNECTION TYPE IN DIAGRAM ON PG. 101 REFERENCE ANCHOR C4 CONNECTION TYPE 012. 1/'2" SHE (N 12" SCHEDULE FOR MAX REFERENCE ANCHOR O.C. OR 3/16"H ALUM. SPACING. ALI FASTENER LOCATION. FRDIJI AND SCHEDULE FOR MAX. POP RIVETS (N 6" D.C. BACK ANCHORS NOT REG'0 SPACING OR 1/4"0 ALUM P WITH THIS LOCATION RIVETS (9 II"A CEILING / INSIDE MOUNT SECTION SCALE 3".1' 0" CT CONNECTION TYPE W EXTRUSION aa2 l {{ 5 CONNECTOR TYPE E$TRU$ION bl �R REFERENCE OR MAX SCHEDULE FOR MAX SPACING EXISTING CONCRETE. BLOCK DR WOOD FRAMING FO WALL/BUILD OUT SECTION SCALE, 3"= t'- 0" Y I. ASIY "SINFAI IGulIITS SEE TABLE 4 b EST INHI III IAbLE I - b EXIS-TIN GLASS LW yIN SEYAHAIIUII IU 2 W S'IRULI' OR LASS 1300 C UUOR W ~iIN- 0 1/4"WALL I POINTS SOLID S W SET ANCHORS I / Nwul X✓, W w 2 U WITH 9/8"MIN— EMBEOMENT II4 - Afir y I- u 'I CONCRETE OR BLOCK, 3" MIN m g r I O SPACING AND 3" MIN EDGE DISTANCE. X CO. DIET I4"MAX. FROM PIN GUIDE II _ TIl BUSHING WASHER ITYP.I GLASS Two 1CLEW WOOD ON DOOR LAG SCREW8H UCMAX. WITHT- t I1READEOrPENE1RA TIOw 3"MIN E0. AT. SMS 1]6 MIDSPAN BETWEEN STUDS FOR INA"' it) PLYWOOD 6 TUBE CON14EC TUN 1/4'0 ALL .-\\1 STUtCU Pill I.. x 4" I'.. POINTS SOLID I ET ANCHOR, 60L3-T6 ALUM. TUBE WITH 7/8" MIN. IHISUETAIL IOBEUSED WnEN STUD SPACING EMBEDMENT N CONCRETE OR f xtf EDS THE INAX. ALLOW ABLE ANCHOR SPACING. DVOCK, 3" MIN- PACING PN0 3 G� WALL MOUNT SECTION C 7B5 DETAIL MAv "TIN EDGE DIST ANCE SCALE 3". 1, 0" ALSO BE USED EXISTING - AT TOP STRUCTURE -GLASS fW MIM PSSENIIM OR DUE FALWtIE$ SEE TABLE 4 A- GO INN SEE TARE 2 HM MIN. SEPARATILYI IU 0.ASS T `G C` PASS THRU DETAIL SCALE ,3 1'-0" T LEG DIRECTION 111-20 (216063- MACHINE T6 ALUMINUM BOLT W/NUT SIZE PE PER BEAM ENO, (N 12* 0 C OR SIZE PER SPAN TUBE 414 x 394" SCHEDULE SMS 6" O.C. SPAN TUBE PER DESIGN ACCESS HOLE SC IIEOULE C� 114-0 THRU BOL SEE BEAM SCHEDULE FOR w in NV Y W. C NO SRW TIIBE SCHEDILLE NUMBEROF NLOWPBLETIBE NUMBER OF TUB.LEE SHUTTER DEAN THHLSOLIS �'� NIOLE /sy}�WCTbRIDP TOP BOTTOM TOP BOTTOM TOP BOTTOM 5097'_ TUBE TUBE TUBE TUBE TUBE TUBE 1]]B IlAr 2 2 2 B A• r TaN beu• M 101 ' IIREV ] 2 3 3 __ r 1. 12t BBB BIM ] 2 3 ] ]' T' we Minn fEW I 2 2 2 3 4- 1' 2•I� D 12B'1. 1118'- 13I.1- ] 2 3 3 T' ]• 120 1025- 102.0' 2 2 4 4 IP fY BB IWO' NEW 2 2 3 3 r T• MN MDR` Pe- 122.r lees• 2 2 2 4 r m• 123- 11BM uvY 2 3 4 B 10' 13' W' 100.1- 3IO.P 2 2 B 4 3- IB- 2SIDS, Po f40.0'-,.P 3 0.1BTY IY3' - 13a.2' ]0]T _2 J 4 -... 6 —1 15' - ._. %F ._ j- SPAN TUDE PER DESIGN y�L SE ULU 1/4-20 MACHINE BOLT SE LE 131 6Ub3-16 ALUMINUM W/ NUT 12" O,C I� ANGLES PEH btAM ENO. OR N14 w .1/4" EMS (N \S(HE PIER I AN ILEE 6" O.C,. -ALT LEG DIRECTION ACCESS HOLE EMBED MAX. DESIGN LOAD • a 72 PSF Oj 13EAM SPAN SECTION SCALE. 3"• V- U" EXISTING WOOD 1l2" 3" v2" l RUSS GET RAF TER (m 24"MAX OC— I 4-1/2'1-, I R, .. MAX. FROM PIN GUIDE IJ TO BUSHING WASHER (TYP.) --1/4" TILE ITYP 1 FINI5H I P I CR1AL �` 3/4" PLYWOOD ."W A325 GRADE THEW BOLT P T" 0.0 OR 5/16"W A325 GRADE THRU BOLT ALL 12" OX UALV. OR S.S. �_ 114"2 CLCD ULTRACON TO CONCRETE-/CMII S" D.0 W/ 1-1/1:MIN. EMB OR 1/4"0 LAG SCREW (N 9" 0 C W/1-7/8" M114 EMB, IN WOOD SG.-0.42. TO 0.55 2' x 5" x 1/E" CONT ALUM ANGLE(606:1-'T6) (MAX DESIGN LOAO z 72 P.5 F 1 1" z I > 1/8 6063-T6 Y ALUMALUIN, TUBE W/ THREE WO(10 LAG SCREWS WITH 3-3/G" MINIMUM THREADED / -- PENETR. "1" IN W000 CEOI EACH RAFTER OF TRUSS 24" O.C. MAX, WHERE 1 TUBE EXTENDS BEYOND LAST TRUSS MORE 'IHA \ 6', EXTENO TUBE TO NEXT TRD55. MAX ,. DESIGN LOAD x 12 P.S fAI SPAN TUBE SCNBDULE MOTESI 1. USE 2'x3'm174' OR'2`x5'4L74' ANGLES FOR 2'x5' B 2'x6' BEAMS. 2. USE 3'xs'xl/4' ANGLES FOR 2'.8- 6 2'x10- BEAMS. 3, USE. SEAM SCHEDULE FOR DETAIL I. 4. TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE UNITED TO TOP BEAM SPANS. S. SPAN TUBES MY BE USED IN A MID -SPAN CONDITION WEIR SHUTTERS SPANNING ABOVE AND BELOW THE BP.AM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS ANCHORS, ANGLES AND 'BOLTSI WITH THE SHUTTER SPAN TAK19N AS IEW SUM OF THE SPANS AB �E AND BELOW THE BEAM. S, LAP BEAMS ARE NOT ALLOWED. ). ALL BEAMS AND ANGLES TO BE E063-TB ALUMINUM. IN WOOD Z EACH R TER OF TRU. WMAX FPEIIETRA;T' 24- WHERE OW ANGLE LA., IN S MORE N TO NEXT TRUSS. MOU14T SECTION OTRUSS SCALE : 3% 1'- 0" N i CS _. 8 O.0 WITII I -t/✓' MIIY -� E HdEO %t BLOCK K U LY, WOOD OR \ ' BLOCK GIJI. Y, O ODp \ ,0f ACCEPT Y WOOD ANCHORS / 'CIU! ACCEPI'AbLL \ GIST \ fYl) RFCFSS SILL DETAIL \ n ill MAX FROM_(_r —\ PIN GUIDE TO BUSHING WASIICR ' I ❑TP.I \ 1 � 1'VP pbT TpM + TYP. SECTION FOR SHUTTERS PI SCALE: J' = V-0• /y 61 M JU IOFI^T W o I 9 D O ANCHOR LOAD (pp) 2.5• MIN EDGE DISTANCE Soanp UOTQW.ol CORN CI I C2 I C3 TIME G CS I G 5wnl110 CONN Cl 0 C3 TO IIIV PE C4 CS I C6 S�a0E IL2TC COM Cl CI I U 13'-0'• FIVE I G I CS I U 1/4• OW TAPCON OR OLD ULTMCON WITH 1-SM• _16_ 61 lfi 00 16.G 16.0'.' I6.0" 16.0' R.B" 16.0" 16.0" . 16.0" .6GB"03.0" 16.0" 1&0" I0,F' ) 16.V 3.0 10.0' my 11.0' 0O 10.0" S"6 9.W 0-5 4.0- 6.0" 0" _ - EMBED (3192" MEN WNC) )2 16.G' 16.W 10, ' 9.5" 16.0" 13.5" 15.5" I6.O" 6.5• 6.0" 9.5- SkO O 8.0" 60" / 6.0" // 6.0• S.W. 110 14.5" 14.W 6.W S.5' B.P B.r 9.0" )8 60 % 4.5" 6.0" )S" 6.0" /// 1/P NILLFNIUM MIlIFAST WITH 1-3/4' EMBED (327W 300 _<B. 61 9.i_ I6.W 160" _BOW 16.0" 16.0" .e 16.0" 13.0" Z%A 16.0' 12.0" %// IfiyO" 16.G' 5.0" Ifi.O" 15.5° )_S" 16_S 16.0' 9.0" 18.0' 16.G' %/ 110" B.0° 10.5" )A" // Ifi.O" 1].0" 5.0" 14.0" 11.0° ).3" 14_5" 10.0" 6.0" 14. iW 9,0° 4.3• SD° 6.0' LO' 9.0" 5.5` 50" 95. 1.5° MIN CONCRETE) -- ---Ifi.O•I6.0"Ifi.G'16.0•I6.0'16.0"16.0•- )l 16.9' 16.0" f03. 9Y RAW lly5" 14.3' 193' 6.5' 6.V 90- 9.5' B.S` ).0' 4.P i'/ LS fi.5' 110 100 130' 10.0' . SO r% i 5.5• /A 9.0• 9.0• 5.5• 9.0• E.5• ].O• 5.5 T/ 60" % / 4.5° b.0' -_6 5• 6.5• 6. 5.3 / / 5.5• - 1/1• ElCO [RETEFIFII551 16. 16. 16_0' 6 1 .0" 1 " I6.0. ---- 16.0. 16.P f6.0. 10:0• B_5' li6. -� 14.0° W/ ]` EM6E0 (1150ry MW WNCI H�SL33111Rs 6] 6.0' I6.0• 16.0. I6_U' Id. 0 16.0' IE_Vf 15.5. 9.6. 160' 144.5_• 5.0' 16.Y 16.0- ILS' 16.0. 16.0' U.0' 16.p I6.0. 12.0' 16.0" 16.0" IO.G 11.0• IO;T 6.0" l0A• .! 6.0' 6.0" 13.5" O.U' 16.D" 14.0' 9.0' -OW IlSA 116' 16500 13.5• 16.5" EA• ).0' 6,U• IL 6.3• S.-I 1p 6.0' 6.5_ -5.0• ]I.O,' 9.5" 0.0- 72 110 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.G' B.0" 5.0" 4.0' 5.0" 8.0° SP 4,0° 5.0" 1BA" 1/4' RW TAPCON OR EICD EMBED (N WON 1-3/9• EMBED (J192DN ION COXC) BED II192p9 MIN CON[) 11 1° M)N ED06 pin"" CI C3 03 G I CS I G CI E2 U I G CS U CI C3 I C3 I (A I CS IULTRAU _qB 63 -p1 110140190"%%i//8.5 16.0. 1fi0 IeM 16.0" 160. 160' ].5" 55 q5 7.5" 55 45 16.0" l60" 16G ).5" 6G 50 16.0" I60 150 65 16.T 160!%�///%///]i5 I53"Y/ )5 50" Sf✓i(i��/)0 4.5" %9/{95 16.0" 5.5" 90 // I5.T f05 90 I5.5" 95' )5' 60'f�ft f5Y/9 9.5" 6.0" 1/4' MILLENIUM MILIFAST WITH1.3N' EMBED(31)54 48 16..0 16.0 I3.0 13.0' 16D 13.5 MW 16.0^ B0" 7.5- 16.0" 9.5" 61 I6_0 16_G 9.0• B.S" M WV 110 4.0" 15 5.0 9.5 ).5" B.0 J.5" 47.0S" MINCO Q^ 2 I10 200 10_5-- 5.5' 10 4.5• 95" / 7,0- 4 MIL ISO fi.°0 //// fi_0" // SW 5.S 11_5" 5.5" 15- 4.5• l/ i 4.0- /' /r 7.0" // •E 6.5 4.0" // . 5• 5.5" 5.S 5,5• 4'S' 4.S 656..550" ml g1/4'ALL-PoIHT5501165E( l4 ANCHOR W/>/6'EMBED 6 1-1/4-1 IN EDDIDIRTANR C1 I C1 IC3 Of I CS 1 05 [1 U I C3 G CS I C6 Cl C1 1 C3 I U CS Cb 40 16.0• ]fi.0" 9.5" 9.5" 16.0° 10.0• Ifi.O^ I8.0• b.0• 5.5" 16.0". >.0• IO.S 31.0. 3.5• 3.5° 6.5" 4.5• 114-20 SS MACHINE SCREW (30p01y HIM WNC) _fit J1 pD mo 16.0" I6.0" 10.0. s.o^ 16.0" 16.0" ULW aON ).0" 5.5• 1S %% 6.5• 5.5' 3.W %//7/ 16.0' B.0' I3.5' b.5. 4.S 4.0' 9.0•: 5.5' J.S J.0• 4.0' 3.5• 16.0' 6.0" //// ).0', 4.S° ///, MLI 6.P 11!(F SA' 3.5' 3.5' fi.S S. .0' 6.0' 6.0• S.5'J.0' 4:0` // /////�U 3.0' / / 1/4- M4FOIN35 SODO-SET 3- MIN EDGE DISTANCE CI. CZ 1 Cl I (A I CS 1,C6 I Cl I C2 I C3 Ci C5 [6 Cl CZ 1 Cl CO CS C6 M MORW/)/B'EMBEDB 9B I6.0" 16.0" Ifi.O" I6.0" Ifi.O" I6A" 16.0" Ib.G' 19.0" 13.0"116.p" I6.0" 1.5" ).5" I1.W I1.D' 1/4-30 SS MACHINE SCREW (3000p4 MIN WNC) 62 R 1101801fi0' 160160'160150160'160160160"100 160 160'130130160°160160 SO" >6 10,0"110105 IBO°65 BO 50 90 )5�110'130105 45 15 G'I351251IS 55 60 05 90' ]0 6.0 S.0 4.0 55 45 35 )0 39 46 9.0- B:0' ]66 IS" ].11' 4 0' 3.5' 4.5' fi 5 B.5° 7,0' 40" 5" J.0" 5 4.5' 6.S 1/4' POWERS 55 DROP -IN 2•!/S• MIN LDO! DISTANCE Cl C3 Cl CI CS -G Cl G Cl G U [6 Cl C2 .O G CS C6 Wl1/4-10 ES BOLT AND P EMBED (IWOpO MIN CONE q0 16.0" 36.0° 16.0" 16.G' I6.0" 16A° 16.YrI 0" 10.0" 9.5- 16.0" 1].G' 13.0" 12.5' 6.0" 5.5" ).5" 9.0' 63 13_ I6.0" I6.0" 16.0" I6.0" 12.6" 9.5° 11.0" _9A'_ 16.G' 16.6" 6.5' U.S• 12.5" B.S. 15.G'0" 110"]" ).0""// i3" 6.0" 9.!' 53• 10.T 7 5- /r 10.!" 9A- 6.0' S.Y 8.5' >.0" S.s% 5.6• 6.0• r //// 6.p 5.0' 1/4' POWERS 55 DACP-U W/114.2055 BOLT AND I' EMBED (T00DpM MIN 3- 3 IN IDOLO AM® Cl lal C3 G CS I CA I CI I Cl 1 0 G CS C6 Cl 1 C2 U U CS t U IB 16.0" 16.0. 16,0" 16.G' 16.G' 16.0" 16.0" 16.0" I1.0" 10.0. 16.G' 11.0' Q.D° f3A" 6.5• 5.5• 10.0• 9.5'• _ 62 R 11012.G'11.5°60 200 16.0' 16.0' TOW9.0" I6.0" 16.0" ILO" I05 ://% I],0` BS Si /,% 16.0' 16.0" ).U'90 //%/ 15.5. t3! S.5" 16.0" 150" )5 6.0'E I6G' I)G' 65'�////// 9D° B.0" OS / ).0" 55 �. 10.5" B.U' 11.0 95 65 9.6 9.0" )! 60 6.0" 0.0' 6.3• ED 5.0" S.0^ / 5.0' J.5• ' B.S. S.S. CONC) lyr�� 2• MIN RODE DUTANOM Hl SMS W/3•EYEWALL U Q C3 G C5 C6 Cl C3 C3 G CS U Cl. C3 C3. C4 CS C6 ARMOR INSENT W/ 1• EMBED (1000pM MIX WNC) - 48 16.0" 16.0" 13.D" 13.0" 35" 16.0" 16.0" 6Z 72 110 200 16.0" 160 195 )0 16.0" 160" 135. 9.5' 9.5" BD 45 M'm/ 9:0" 76 96 0.9" 5 0 35 1fi.0' 145 05 T)0 Ifi D" 150" 1D' S.S 6.0" S.S° 13.5" ).S" 10.5" 9.5" 9:5" 3.5" 5.4• 5:0" _ _ •12 SMS W/ 3.35• EYEWALL INSERT W/ AS' 45 16_D" 16.& 16.0. 160" JV 6.0.160" 16.G'ARMOR 62 I6.0. 16_0° 13.5" 13_0• 5.5'16_0^ 16.0'EMBED ]3 16.0° t6.b' MD. 11.0' 6.5" IONS 6.0^ 3.5° B_0_it.0. I6:0. 16.0"IIO16.0 9.5`300 (20000 MIN WNC) 9.0° ).5• ].P ].0• .0" 9D' '7.5• ].5" 3.0" 4.5' S.0' 9.0• ].5° 3.5• ].0" 4.5" 6.0" f2e3 x S OUTSIDE TOP FLAIJGE ANCH q ISEE SPACING \ \ YC )-• SECTION XICl C�.••" H LICE Nb. " O F PfOa6549 . T�s Trnl 1N5(D INSIDE 3 Op©HEADER] LR tlOT. FLAN E SE CHTIp SPACING •• SEClI01J X)%1 T4t(LL'. 9YATf OF SLOG CLOSE51 10 DPENING{LSn' :�on10A _. NOTE. "5- INDICATES ANCHOR SCHEDULE SPACING./11411111��1\\` SPACING DIAGRAM FOR Cl CONNECTION TYPE: W 9999 I� - Cl CONNECTION TYPE USING PIECE 0 OR (C) � E ] / 6 COMBATN 7.° TYP. t /D CDMDIINNATIIOON 19 YDFFII 1 ��E WI 0 / 10 COMBINATION „. / O tx5 ITYP.11 I .S TY NOTE, "S" INDICATES ANCHOR SCHEDULE lPACOJO. p E SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: W e - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY �� - CC CONNECTION TYPE USING PIECE ED OR WITH ® q p OUTSIDE ANCHORS ONLY eb f ANCHOR NOTES' 1. SPANS AND LOADS SHOWN HERE AE FOR DEIEE NGMCMOR SPACING ONLY. AlDWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABU£ 1 OR 3 AS APPUCABLE (P91). ]. ENTER MOOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �ANN�CHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LORD GREATER THAN OR THAN ON EQUAL TO RMIIREHL LOAD ON SHUTTER AND SELECT SPAR GREATER 3. SEE MOUNTING SECTION DETAILS FOR IDENRFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-9D HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENRFlCATION OF CONNECTION TYPE. S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6. IN PCCDOFIDRANCED WIT MANUFACB'TU MANUFACTURERS' RECOMMENDATIIONS. EMBEDMENT D LENGTHS SHRILL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. J• VARY FIELD VERIFl�THAI F�ENERS APEMO AOEOUAi EFRAMING WOOND FRAMING SIDEECLOSININFPLYWOOD.FASTENINGTOPLYWOODI ACCEPTABLEONLYFOR B. WHERE LAG SCREWS FASTEN TO NARROW PACE OF �FPAMINWS 5 NFR SMALL BE LOCATED IN CENTER OF NOMINAL 2"R 4" MIN. WOOD STID NE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . HAVE PHIWPS PAN HEAD OR HEX HEAD. •�W'7 E 9. MACHINE SCREWS SHALL HAVE MINIMUM OF I/2" ENGAGEMENT OF THREADS IN CHO pAND MA)I HAVE AO N EITHER A PAN NERD, TRUSS MEAD, OR WAFER HEAD ANCHOR ylAyp�yL�pp 15-233F ® DESIGNATES ANCHOR CONDMONS WHICH ARE NOT ACCEPTABLE USES. SCALES • DESIGNATES ANCHORS WHICH ME REMOVABLE BY REMOVING MACHINE SCREW, PA4SSN01�92 NUT OR WASHER WINGNUT. 10, MINIMUM CONCRETE SRIENGMS ARE AS INDICATED IN MOOR SCHEDULE. 11. WHEN MOTORING 70 HOLLOW BLOCK( SOS DRILLS SHOULD NOT BE USED TO CONCRETE SCREWS TO HOLLOW BUCK LL IMPACT DRILLS BE USED TO INSTALL CTuI ANCHOR SCHEDULE: CONCRETE (CONT.) ((, Al, PEOG� EJ W pN: FI Dp' m 3 S/ �C _. WL9 a� 82,56T 0 01 n ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK P�� B PNcgoRJloTEs: see sxEET.o gM 5 fO FON R Cry NOTES. d f d R G aqC 5 $61. tldsl ��1 Qp e dC6 1Ii IN II O1IYNIIwrILHMUAm1! 15-2338 .G a pA9e belt"mbar ,3 as Ib xtn loge DlsrA1L[e a-s/e^xm ebbe DlerAxce F"� LOAD ����• ��"-O�TB_£�"8• Seam Uo )o 13r.0„ snE4eT4-9'_4:'. £E80iy2i4�'-@ @¢PPAIr .u•-o•' EE ANCHOR CONNTYPF CONN TYPE CONN TYPE CONX lYP6 4 1• HLH enoe DinAxce 2-1/2- MI ebD! DmANc! $QEOI,LIQSP 65�. Sp3P142iQ @:@: $�E.@C(0.1]'=9� $wm U. Ta e'-B" Spew UO To 13'-B" D ANCHOR w9 CONN TYPE CONN TYP! COHN TYPE CONN TYPE CONN TYPE CORN TYPE >• C1 C2 I C3 CI OR -SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.)_ 2' MIN EDGE F� IOAO 32^^s OL'T..E SPPN.VeS DISTANCE e_-B'. SOEn OSLI33" ANCHOR IpNI CONN)YPE CONST ft COrvn TYPE s� G C2 I CJ G I CS CI I Q Q G I CS CI I Q n IG! G l/4' MWERS TAPPER* W/ IB I5.5' IS.S 6.5" fi.5° 15.5^ 10.5" 10.5. 4.0• t 4.0" 10.5" 6.0" 6.0• p 1-1/4' EMBED 63 Iz.O" IT.O. 4.5" 4.5. 13.0" ).5" E.0• �/ n i.0• l3• 4.0• 6� p TG isTss• // / , % , / � Z HISMS W/3'EYEWpLL 48 1fi 0" 16V' B.S• 6.5• l6A" 13.0" 13.0" 5..' I.0' AIIMOR INSEPT W/la/a• 63 14.5" 14.5" 6.0" 6.0" 11.5" 9.5" 10.0" 4.0" 3.' 5.0" 1dEMBEDT 13.5` lx_5" 5y0" A,P 11.0" ).5" ).0 ).0" 161 LS' 1.54=: tItl 7.0^ ].0 3.0° // 10 _).s" 9.0" 3.5' ] 0"WW", 5. 3.0" I 95 ].0" /. ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK rr fi S ANCHOR LOAD IMN 1" MIN COG! DIVAN" Swn4 CpNN C. n Up To 6'-D" TYPE l o l u cs Snsn. Up-jo B'-B". CONM TTCC n i n Q u cs 5e418 Uo To 13'-0" CO lYPt n! n C3 C4 a 5/I6' RW TAICON XL W/ 48 16.0" 16.0' 16.0" 16.0. 16.0" 16.0' 16A" 16.0. MW 16.0" Ifi.D' 16.0" 10.5" 9.5" 15.5" z-1/4" MIN. FY.BFp 62 16.0' 16.0' i6.0. 16.0' 16.0" 16.0. @.5. 11.5" 16.0• 13 16.0' Ba' T.0" IO.O' _ )3 16A" 16.0" 16A• 10.0" 16.UT5.9' ID.0' 16.0° 16.0. 16A° 10.5' -1.5. 15:6' 14.5. 12.P 6_S^ _SS• 9.0" B�f 200 200 1].0' 10.0" 5.6" S• MF 12.0. 10.0• I.E" 1.5" 6.0- 12A° 10.0' SA- 4.5' 6.0" 3g Gm 5 5/16' E. ULTRACON W/ 3aH"MIN. ENDED 4B 63 )2 16.0' 16_0" Ifi.O�16.0" 16.0" lfi_0" 13.5" 9.5" > S" 13.5. 16.0" B.Y 16.0" ).0' 110" MR 16,U" 13.0° 9.5• ON 111. 12.5" 9.5" 8.0" 5.5' '/� J.5. 5.0" I 16.0" '6.0" 6.0" 9.5` 6.3` 5.5' 9.5" 6.0- r/ / - r / 6.0• j/ 3' MIOGC DISTANCE Cl Q Q C9 C5 CI C2 C2 n C4 CS Ll Q C) G [5 l>l30 200 1 I16fiL0S fi0 1 5_ 1 69 160 135"f1125 .INSEPT 4fiO50 635 16 I)I5O )600 35 5_ 0.)fi•125MSW/3•EYFWALLO4B 0 _40' 15' n O ' ..050"' 30" ARMOR M ANCHOR SCHEDULE: WOOD (G=0.55) '� STATEpp :F :AfO bGrp F .ANCHOR l 3/4. MIN EDGE DISTANCELOAD $oma Up To V-0" CONN CI TYPE Q Q 'G CS 5,6,Up To 6'-B" INN TYPE CI Q Q G I C5. COUNTY Il CI cz I Q G 6 Ip• IAG SLEW WITH 1-3/1 MIN THREAD PENETRATION IB 62 16.0" 16.W I6A" 16.0' 3I.V 8.5' II.S. B.9' Ifi_A9 16.0" I6.&' 16.0" 16a' U.0' ).5" 5.5' >A" S.S. I6_P' 16_0" 16A" 16.V I6.p` I5.5. IS' 3.5° l5' 3.5' IS.V' 9.5• lr-llA1Db'N' )2 16.0- I6.0" 3A" >.0" 16.0" I6.0. 16.0" 4.5• 4.5' 15.0' 11.G- 125' 9.0' ].0' 7.5- ]f0 I60' 16.W LS" 1.0• IJ_5' ILO' 12.0" 3.0• JS• 7.5. 11.5" 9.5• J.5' 3.0' 6.0' q 7/16'WOOD BUSMIXG W[TN Ll]•MIX IM3E06I/1-20 sS MACHINE SCREW 300 -4eC 63 ILS• I6W ]1.5'11y5' 95 160 ]5 95 6.3' ].0• 9.5°1601J 6 60 14.5" 115" 0°I3.0"SS 9.5" 95' 10.0" 35 0_0° 29 50 3.5° fi.Ol 130 6y5' 115 75 5.5_ 95 >i" 5.G" 35• 3.5" ].5" 20" 2.0` 660 3.0' )] ]3.5"13.5" 5,5" 6.0"11.0° J.5" -J.S"l.5" ]B. 4_5" 0.5" 3.5" ].0• ¢ .H 110 7 0" 7 0 3.0 3 9" 10 1 O' 3.57 2 0 / 2 0 %i Y I4I48M9%14 WOOD SCNE OR IFI" 40WERSTHA. wrtM 1.3I Mlx TnREAp PEN"a ION ICO]0 i9 62 160°160' 16A.6 16.0 //./���! 130 9.5' 330"160 9.A 16y0' 35 160 I6.O' 30" ISO: ]6_0" BS 6.9'- AO 6.0". 160 16.Y" Ifi U'16.0 13.5' 13.5 60' 40 S0 ]s" 1211 >.6'T ]2 I60° 16.0" 0A° 7.5" 16.0 160' MV TV' SA" 12$; 11.5" 10.0" 3.S• 3.0" 6.0" R0 1610' 16.0" S.0" 4.5. 10.5" 11.0' Vs, ]A" 3B" 6A" 9A" ).5. 4.5" TF LS" 200 9,0• ).5" 2.5" 2.5' 4.5° 9.0• >.5• 2.5• 2.s' 4.S° 9.0" 7.5• 2.5- 2.5" 4.5" ANCHOR SCHEDULE: WOOD (G=0.42)_ 3/4• MIN LOGE DISTANCE EUp T66'-0". 5�u DE.e" Swn. UO Ta IT-0" rr 3 ANCHOR LOAD (� CONN TYPE CONN TYPE CDNN TYPE CI Q I C3 G. CS Cl Q C) G CS Cl Q Q G I CS 1/4" UG SCREW WRM 1-)H 48 16.0• I6.0' 9.0• 9.D" I6.D' 16.0" 16.0' 6.0". 5.5" Ifi.Y 16.D' 16.0• ).5" ).5" 10.G' MIN THREAD PENETMTION 63 16.0. 1fi 0" 65 66" 180"180 160' �5 10 1J5 ]I S'105. 35. x.5• 60' p J2160'160 55 55" 160•I60 160' ]5 )5 100 95 AO 2S 3.0• $A" o [(-�11114AT1' 10 I5.0"115 ]S ]0" 90 90 8I ]0 z0 50 )S 80. 20 xao )gam. so' 2i'%p :4a )s so= zD // 4d" -i s• fio atl•%�'e.a .A. .14 5MS .14 WOOD SCREW _48 16.9" I6.0" 9.5" 9s" 16.0" 16.0° 1610" 6.0" .5.5" 3.5" ].5° ).4" 62 16, 160 TO 65' 1fi0 140 I5.0 45 40 9.5" O,W ).0' 3.5" 3.5' 4.5' 8 OPI/4'bOWEPS TAPPE0.F W rtN l-3/P MIN THREAD )2 160"180 55 55 _Ifi0 I30 115' ]5 35., )0` 653.0' - J.5' 3 PENE)MiION N!1E�9P 110 105100 36 3P' 60 M.S.S.S. 30 36 ]5 90 IS 30• // ]S_ 200 5.0" 4s 2.0• %%/ ].5 39 Ls• 2.0 //// 2.5' 60. ♦5 2.0• / 35• ANCHOR NOTE51 SEE SHEET 10 FOR ANCHOR NOTES. 111 0.125• {-D.125- 0.032' 0.032'�F 1 _ I 0.1%•Z 95° i, •``I I 1 02.B25•-{r0.1BB• 03.25V n LIGHT—N-VIEW WINDOW N.T.S. SABIC PLASTICS SLX1931T-UL' MB RECTANGULNR ( WINDOWASSEMBLY EDGE OP—OF1rACCORDION 1 SHUTTER BLADES /11 BLADE W/ RECT. WINDOW S3 H.T.S. EMERIORELEV ROUND WINDOW ASSEMBLY EDGE OFACOORDION SMUTTERBLADES Ll 12• MI EDGE OF TOP OR 2.1175.0 MOLE TO RECEWE ROUND �i�BLADE W/ ROUND WINDOW 13 N.T.S. t-2:330•—{ EXTERIORELEV } 61•-{ n r -- n1e• I MANIMUM OF 3 WINDOWS I PER EVERY OTHER BLADE J '21 LIGHT—N—VIEW WINDOW 13 N.T.S. EXTERIORELEV 3 RECTANGULAR WINDOW 13 N.TS. EMERIORELEV RERANGUTAR WINDOW NOTES: 195• 1. THE RECTANGULAR WINDOW SMOWNIN 5/1315 MADE FROM GE XUO LEXAN WITH 0.075• MINIMUM THICKNESS, 2. FMME FOR RECTANGULAR WINDOW MAY BB NYLON 6 OR POLYCARSDNAW WITH A / i MINIMUM THICKNESS OF 0,161•, pTTACM TO BLADE WITH (6) F9 55 SCREWS OR .355' BOLTS WITH NUTS. SECTION A -A 5 RECTANGULAR WINDOW S3 N.T.S. EXTERIORELEV No STATEOF �l5a! w F(OR\0��Cn 15-2338 13