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HomeMy WebLinkAboutPRODUCT EVALAUATION REPORTMERiE. ■ R'T■ 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 BY ManuracturerAddress: 400 West McNab Road St. Lucie Count Ft Lauderdale, FL 33309 y 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-M 3A05, 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. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #15-2338 titled 06.8 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 El886-05 & 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 Yamil G. Kuri, PE) by Constructs?,gT\estihgCarf)oration (CTC). • STRUCTURAL ENGINEERING CALCULATIONS �PQQ-}ilg rtt I Valid for Structural engineering calculations have been prepared which �C :.pages 1 - 2 evaluate the product based on comparative and/or rational = 'rr analysis to qualify the following design criteria: - Aat7' .Q 7 , 1. Maximum Allowable Spans = 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation rank£Tggfftfardp; W 12TH AVENUE SUITE 106, DEERFIELD BEAdbl; RAC PHONE: (954) 354-0660 - FAX: (954) 354- 3 EN GIN EERINGExPRESS.COM vwoe<,mwuamwe+vwmn.,u.woennm.i rmmuruaam mo1ao®,vwm.,auromumoruxmv.noc XPRESS®nJG August 4, 2017 'Town & Country Industries — 6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. Anchor Capacity No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities. An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. 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. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM .ww>Eceu�em,ercwmexvamw. ru.w.n wo'v., wxanaum,ammowuicm,mn rs uw.e,samnnaanumc TABLET ALLOWABLE FOR USE WITHIN SPAN SCHEDULE THE HUMS DES,GN W00 LOAD IMF) HVHZ 1N>srt1YE WWD IT IWA- WMNI U HVKE PusrtrvE WEm IN➢MAT COITG TE9 OT, 6 n DRO A IMQ HEIiATWB w Eplp MOUNTING WNDNIONS.- x}0 1%• 15V 1%• 36.E 1N• 1N• Teo• 304 IN• IE6• 16P as M 1TA• 16A• ion i3rr 14r - - laa•_ 4310 WE 13r Via=-�_37_ 141• _ _ 1>r_-_ 13 TSB' _-.15__ --"a-- WA_ mA ___tm_ _ LEI- Ttr ve 190 bo.o ns• laT 1>8- %A Ili Iw 125' WO Ila, 11C 121• 03A i HP 117, 113• 1%.a 103 for 1 IaT 11T _ llr.0 11T _ 1100 It34- _ Ra.O �� 1%• -IW- '_ _ _1: __ � . ._ I10' _ _ - I10' __ior _ f0l' _116A nu.o T}f�_I 101 IPA % M0.0 BT 160a BT 163.a 1604 _IB6A .- DOA_•._ %• or b1' IBOA ]I• BBO P 1%A -- __ -6B• x%A %• .v A wvvEwA.1 FOR USE WITHIN AND TABLES MINIMUM SEPARATION FROM GLASS FOR USE WITHIN TNEHVHZ- P09RIVE DealWl PPE99URE (PBM a1RRTER BP.w YNNIW SEPNNTICN FROMOIJAS NSTAUATIONS INSTAUATIONS ..ABGVE WADET& MFAE OWG (N) (W.) 38.3 law I O.T. 36• ev 3.0• i.r -- law--_ e.r _ '_ a3• __ W ea' a0• L1_ YY ib• 1%• w 30F tY ]T T 3 lar ]r 6T 3.P 1I6• e.T- se• CO JP o w xP I.r 1M•_ - ]IY r EP_ 1x0 ar ?8 fir Nr >a• % aP 3.0• I: EY 3P 1Y %' 3P 3.T TY eP 77 30• lr M'?0_ 1.3• W 3P xA' W BP 2A• S N' 1P 1.r AY }P x.Y Me• 3A• I.E. 110 m' xo• t r in BO' aP IA' u• ao• - to 16r-I-31' 11' •• FOR BUITDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 .� A THE HVHZ •• FOR BUIIDOUT MOUNTMN(IMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6113 TABLE4 - ALLOWABLE SPAN ECHEDULE _� A$TM ESSENTIAL FACIlJ71E90NLY =A PoartNE PPE HIRE (PBF1 � SHUTTER 1FWuuAeaEPAPATXN cF9uGuss OSTN1ATIb14 DESTN1ATIONS ]GAaova •3GABOYE GRACE GWE N) IN.) 30 OK- W __-a1'_ 1A' RP 3P 1Y 13a• w _ ]A• 40 EP BP 3.1• 311' 1.r_ �-13' TOW }r lar 1 3.1• Ar 3r1 Br 2r lee• es• 63' TO 60• s_I' I3• 1%'-- aV - -$A• 1F xS IaV a SA' 16P oz 32 W W W 1*14 BP TV }1• I4' IV 1%' 3.1' 3.r 120. 3.1' 2r HE' IEF 0.B' 50' To %• ar �,r A al' 3.P l3)' BL• I.B• PD BP 3T• IS N• 3r Le•- eP aT 3r 121• 33. I.E. 131' 6r ar Ila w }1' 1S W` IT. Ix W SP x5• 11P 3S ]] 1p EP 31• tS_ N' aT 1A• W` al. _ 2E' 1%• 3.1' 30• NO Y�YVAL TABLE I AND Z NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: COUNTY FIORIDA 1. NON-HVHZ: DEFINED AS AU. LOCATIONS OTHER THAN Z. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN O /ti MEAKTDADE COUNTY AND BROWARD MUM FLORIDA. SCHEDULE. ABOVE ARE MANMUM AUGWABLE DESIGN \1 IM 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE' ABOVE ARE MAGNUM ADDWABLE DESIGN 3. THE 6.0 SYSTEM MY BE MOUNTED WITH THE INSIDE AND /1 1 1 PRESSURES AT EACH RESPECTIVE EHUTIE & SPAN. OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPIE: tv( 3. NO SEPARATION FROM GU5515 REQUIRED FOR IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE O INSTAWTIONS IN WIND ZONE517HROUGN 4 OUTSIDE OF BEAM WITH THE BACK OF THE SIAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES THE HVHZ AND OUTSIDE OF ESSENTIAL FACHIT1ES, 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHATTER BEING REVERSED. FOR EKAMPIE: IT M057 STRUCTURE AND NEGATIVE ALLOWABLE DESIGN I �r 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH TICE BACK OF THE SLAT FACING OUIWARD, 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SNAIL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE Be USED. USED. a NNWa.YN: IPPE 5549 M4:' NoP 7 51- : EOD465p8 ': STATE Op ;' GENERAL NOTES: NAL EN\5\\ W(A NmWpp 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING SIXTH EDITION USE WITHIN AND THE HIGH VARIES - NO LIMITCODE LEVEL'D AMID NFOR CLUDES ESSENTIAL FSIDE (I(RC)E) TM S SYSTEM MEETSMISSILBUILDING C RESIDENTIAL AA.SACITY DEFINED IN ASTF1•E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. Z En m B 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DE��TEEpR��MINED PER SEPARATE ENGINEERING IN SECTION i5^9 m j ACCORDANCE WITH THE GOVERNING CODE. PRESSURE DETERMINEDWITH --- TOP TRACK POSITIVE OCHAPTER BUILDING CODE SHALL OR EDpDAL TO' NEGATIIV1609 DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. 4. TETINWAS CONDUCTED IN ACCORDANCE WITH TAB 20I/202/203 AND ASTM E18B%E1996/E330. NE -SIGN -PRESSURES S. NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVVIDED BY A LS SAFETY FACTOR. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALLWIND M ZONES IN ACCORDANCE WITH ASTM E1996-09. IT IS ACCEPTABLE BY CODE UHLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 PLAN y 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND a IA ¢ VIEW LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN. ✓� 5u d 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS 1N ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR u hV `o WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd -0.85 o F $ SHALL BE USED. 1- pE..7 ri gq$ B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC LI 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL m ONLY BE USED IN CON UNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x s S% PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER QP-. 614335-23 OF THE FLORIDA ADMINISTRATIVE CODE. ss:✓ 10. 4 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 N $ E II. VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING $ lv OFFICIAL MAYT SITE REGIST D ARCHITECT WHICH,D/ETAIL ANDATED JUSTIFY THE BOTTOM TRACK CO, ENGINEER OR REIC SHOWEION RS ASSEMBLY SHALL BE PERMANTHE ENG NTLY NTLLY LABELEDGWITH THE FOLLOWING MINIMUM 12. EACH INFORMATION: TOWN& COUNTRY INDUSTRIES LOCKING MECHANISM F FORT LAUDERDALE FL MISSILE LEVELD-ASTM61H E1996&E33D TYPICAL PLAN VIEWS B 5g e�C FLORIDA PRODDLf APPROVAL NUMBER sI �a SHALL 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION $a22aa� 13. 14. ALL EXTRUSIONS SHOWN BE K.S.I. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION d d d £gEE'i 8 i 15. MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 114°0 OR 3/16"0 5052 ALUM. ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR N.T.S. 16. BOX LOCK AT CENTER OR SIDE CLOSURE. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. ggg yyy a 5 17. f 18. FLOOR TRACKS MAY MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10.. jo S8 19. 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 2 mrivnnw�e,wmva 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 22. ABOVE -NOTED BUILDING CODE THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 1S-2338 ww p REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE FA4lPR4fAIFR9Ri A BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVEPRESSURES OF SLAACK�RE. 93. 23, Y BE INSTALLEDWITHWITH (2) ADDITIONAAL BLADES CJSILL SCALE HALF SRE MAX. WILD OUT WALL O HEAVY 2-LEG WALL LITE 2-LEG WALL O O HEAVY HEADER/SILL :(at E. HALF SIZE d SCALE HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE RE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON AV EXTRUSION`/ 0 SILL ADAPTER y EXTENDED SILL. LALE• HALF 512E L eb3" 3U.Z16 gv,• OL3'- {{ -0 130H �Lr 19T, ,U6U _ 15tlp,,. i�-.0.D55"_- 0. Z,. 1.721- .133' TYP. 8.8 SLAT/BLADE y 7 6.8 STARTER SCALE HALF SIZE SCALE. HALF SIZES ' 0" p0. 21 1q CEILING HEADER/SILL 7g 6.B STACI</CONECTOR SLAT/BLADE. SCALE,. HALF 'SIZE 105 SCALE. HALF SIZE i LIDS' I,YF m i n � 4.510• I y0 EXTENDED SILL ADAPTOR SCALE,HALF SIZE LITE HEADER/SILL SCALE HALF SIZE II 895- o-i 4 � 1L060'N � in _ M 621• R _� fll' 2.195' p MIO SILL 72 MID SILL ADAPTOR SCALE: HALF SIZE SCALE. HALF SIZE `� LI II a.tlflD•. v. j�}..L]D' 1 096If, PH 01,115- vI i6 RADIUS CEILING HEADER/SILL N 0.096' SCALE, HALF SIZE .10U• tl,OBU' 420• yg WALL SILL CLIP SCALE HALF- SIZE WALL SILL SCALE. HALF SIZE I Gi � 3Tsm 1f'125 201 R' NCO-Z4 THUMB Sc 062• � rc !2F; k(tECESS SILL FOR USE<<WRH SCALE: HALF SIZE @ AND V� ONLY 21 SIJDE ROD SCALE. HALF SIZE t (.250- _ _IJYLDN WASHER ON AT'" IIIIIIM IN YEDIV HUSHING 35]' R,g uPTON au 2]6' { p0 LINSCRTS SO ME m IIJ ip OATING IT uL.TUP B RO TOM) TRA[K IT YP TOP L BOTiUHI _. ..... .... ,.. ........�.. .154' .131• .1 .5• 2q BUSHING ASSEMBLY DETAIL SCALE, HALF SIZE DELTA IADDEL�1'12 INDUSTRIAL SY ELIS 35 BOX LOCK LALC HALF SIZE 26 BOX CENTER INSERT CAL&.HALF SIZE rr S TAINTLESS STEEL SEMbL.Y 3ZOP MOLE U' NYLON BO WHEEL fi1DU" ,940" 1'YP. AT EVERY OTHER INSIDE JOINT AT TOP CYLIIIDER-SOLID BRASS, NICK L PLATEN yg ROLLER ASSEMBLY HDUSB164INE DICASTFOWOER COATED SCALE,HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB TURN OPERATED INSIDE 23 BRASS PUSH LOCK SCALE HALF SIZE 4.000• 500. e ro 4 224' 'Sono• 2g DECORATIVE FLOOR TRACK C ALE HALF SIZE No PEOUGS49 ffi 33 OUTSIDE CENTER MATE 3q INSIDE CENTER MATE SCALE- HALF SIZE SCALE: HALF SIZE n LE VARIES 3g THUMB SCREW SCALE, FULL SIZE 1/4�ppOxl OR 5/I6—IBxI NACIIINE SCREW STAINLESS fiivlTP.<U •-•:,•�••�• /J T—SCREW INSERT POWDER COAIfD, AUL DIE-EASI 5C'ALE. FULL SIZE ;G T—LOCK ADAPTER (OPTIONAL) A 5CLf, HAL SIZE 3g 2X7 ANGLE SCALE: HALF SIZE MOTE: ATTACHMENT SCREWS TOR END STRIPS SHALL BE 910 IONN OR PHILLIPS DRIVE SCREWS, HAND-MI31HOIED ONLY. N inn, .254'N 000 40G 40c END S'ERIN 1" 2" & 3" E-XT SCALE, HALF SIZE 0 4 E XIS TING GL A AL OF TYPICAL. PLAN VIEW SCALE3" v 1'-0' I1lll". �Dm EDGE OIBL EXISTING OLA55z ` T L,. Y '32,?k N EDD _TERREt SILLS (INTERIOR) r-� 2i Tk �M 3, U.062" THICK.6063-T6 UM. ANGLE I" w 1" MIN. U 2" w 5" MAX. IANGLC LEG 3 !—� 4 2Yu l9U ry1 NAL AY BE REVf RS EOI '') 11 lull ASTENER La 1B" D C. IUSE ANY A 13 15 \Y ANCHOR SHOWN IN ANCHOR pl B 13 23 ®9 39N 13 SCHf OULE, 1" MIN, EDGE DI"ANCEI. TOP 5 012 x 1/2-GALVANIZED pOTTOM 1/A40 THUMBSCREW (EXTERIOR) OR S.S. SMS, 34%"0 ALUM. INTO CENTERMATES 1/3 1/1-20w1 THUMBSCREW INTO POP RIVET, OR VA-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE THREADED HOLE LOCA YEO La MACHINE BOLT N NUT SHALL BE 3/U' 1/3 SPAN TO 2/3 SPAN FROM 121 la O.0 MAX WIDTH UP DOT TOM OF SHUTTER FOR BLADES 101" HEIGHT. USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES > B'-3', ONE TIM 1/3 SPAN SLALE E' . I'-0" AND ONE AT 2/3 SPAN FROM SOTTOH LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LOCKING CENTER MATES \ SHUTTERS, A BRASS PUS LOCK C'I) SHOWIJ ON RANDOM MAY BE SUBSTITUTED. wUEN USED-w ITH DETAILS CENITERMATE a29 AS SHOWN, RECEIVING SfEENDSIDIP SMFOULf HOLE FOR THUMB SCREW MAY BE 7/16" FORMAM SPAN WHtlN 1iP (INSIDE) X` dST` ILLM _ v - �IYIS,$ III V�3 11 Y/ USE Ill BRASS PNSIILOCK INREARO NEE T THUMB SCREW IN10P 1 E T U0 AN TO AT N SPAN TO O T 1/3 SHUTTER. RECEIVING OF Y / I IDLE SHALL BE 3/B' MAX WIDTH, UP TO V 23� IEIGIIi TYPICAL OUTSIDE CORNER CLOSURE CC) DE IAILS WO/CORNER POST NIS TYPICAL INSIDG CORIJER CLOSURE CC2 DETAILS WO/CORNER POST N15 (OUTSIDE) — FOIIOEN9OR10W9 1N.W WOWN W ENO6TXIP scneouLE e, I.xD sw>s Ee W ae A a•xr ANYANDAM"R` WOSMN uanGAxrxxcxw ox Txe AMISV soleWLE E E TVvrEx scuw6x yxau eanO BID SIxV. i n USING Loa, 404 OR 40C g $we n Z 90 USE APPflOPRIAIE 9ARAp71. sTRIP 10 '1 YRO-C CLOSURE POR HD BIIILOING CONUINONS. �STFIP TO TRACK W/ �- '11' 100' SCREWS AT CORNER ALTERNATE END STRIP DETAIL WAND-11GUTEN ONLYI. SCALE: 3" = 1'-0" ANY TRACK W/SCREW BOSSES. EXIST ING GLASS -Y I� • la��� USE 11) BRASS PUSH LOCK OR In s/tn-1n THuMB INSERT iTOAT 1113 SPAN BOTIOM4F FROMSHUTTER --- (INSIDE) (INSIDE) SILL !/ 30 13O C0 O H= 31 2�,l (OUTSIDE) 15-2338 USE 11) BOX LOCK AT 1/3 (d9E➢LIDIlI SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY r-I SCALE: 3" c 1•-0•• 2 FASTENERS EACH ANGLE — 1.. + 2 . 1/C... OR T' . 2" . 11V ALUM ANGLE THREE 11W 0 ALUM POP RWFTS OR THREE N12 SMS, TABLE A (m) PRESSURE VS AL owmE LENGIM/ PSF 2 '.16r 3 6 63 IW0 IBC 72 IN' ITC 62 119• IA• si IN. 6B• IN IIV 166 IP a• ur HE sr M• 06 BC M• '3/16'. ALUM POP TI RIVET ON RI2 SM] ED III U.C. (TYP) .MAY USE MALE OR MEMALE LOCK -SLAT) C Re V. 2'I TA PRE_ct_U vse Wi 62 n 62 92 _ loi in Ib lll�ENS RIVET OR OR S4- Cd US O[ LT 1/4-2Y nU1YtlP], MTP.I. SIT RLUI1 POI ALUM. RIVfT pR M12 51Ill RVIT nOfi.]-i6 ALLUY� ALLOY [d Itl" pC. IT YPI SEE id a 2 FASTENERS FOR SIZE. EACH ANGLE. 2" . 11IFEE 3116"6 ALL ALUM 6063-16ALUM AIIf L[. TIP � PUP FP/ETS OR IT iHRFI: HIT 51'I S. i 13) OR 2" . 2.' . 0., ALUM. hROLE USE MALE OR FEMALE Lnul-ILA 1 I C.C4 TYPICAL CORNER CLOSURE. DETAILS NTI SIZE. CZ CONNECTION TYPE RCPEDUL EXISTING 11V113111111 OL`� SCHEDULE FOR MAXMA%. FOR STRUCTURE VC SPACING pa.;• p+ Cl CONNECTION TYPE i v<-2p P'22'.' E. kN1,t0066: PID REFERENCE ANCHOR W/NUT 772.';•O SCHEDULE FOR MAX SPACING 1/ 114 SME:(MY6:O.0 ITYP. T01'-p �OTTOER _ Tr ALTERNATE THEO BOLT pO •. STATE OF ��� ••:FCORION. C1 CONNECTION 1YPE r REFERENCE ANCHOR '^ �1 �'1 OF OR [8 `(j�'� y SCHEDULE FOR MAX, SPACING O VN Z�ONAL1 'F""p�ST��I�+}µOR OR 'f"YatilY TOR H0R EE INSIDE SILL MOUIJT SFCTION SCALE 3".V-0" 0. _ / 14 x3/A•' SMS (p 9" Od ANGLE TO TUS5OE COIJNEC iION 6063-T6 AIjUM. TUBE (;p ALTERNATE BUILD OUT MOUNI' SECTION SCALE 3'. 1'-0•• ACCORDION SHIJETER PE0. PRODUCT APPR VAL -1 I I I I U ANp 00. SORT % LL 1n•Mtx. k ypd� 2'A 3'•Y� % 2.1T5' CONTINUOUSONE OR 2' % 3'XH'-76 ALUMINUM 6061-T6 ALUMINUM 1 ANGLET 0.9^MIN. THICK OD61-76 SMp AWN TRACK FASTENED ANGLE PASTENEDTO .... „l TO ANGLE WITH 1/4-20 S EXISTING 3 X51 CONCRETE MOST MACHINE SCREWS AT 3' FROM EN­.­9. O.C. ®6pRTRW{LX 15-23 STRUCTURE WITH FOR THE BALANCE H'D OECD ULTMWM9 2-1/2•MIN. ' AT 3' FROM ENDS AND EXISTING CONCRETE 0. O.C. FOR BALANCE MOST STRUCTURE (3000 EA9BE{KBipl WITH IH^MIN PSI MIN) EMBEDMENT AND 2H• LEE TnptE [Foe Max SPnU pNP ME55UNE5 MIN EDGE DISTANCE, STAGGERED WITH 3• MIN, SPACING, TYPO BUILDOUT MOUNT SCALE.NTS p GLASS If [_ R ODOR ME TM E J k FOR IMII SEE 'ARE 2 Iw uM. 1/4-201HHU HDL1 W/ 9PNRAUM 10 U1 ss LUCK NOT Ca 12" O ( OR 412, V2'SMSl 12 O.0 E5 OR 3/1E"m ALUM. POP HIVE I O 1. e-U( LS -� ON 1/4'n ALL POP DIVE IS / P- C. 12 U.0 c.5 I G nqn m _ I'A ASSfMBLY— z� oe_ oeo ¢ow> GLASS UN DOOR — ?MiM utiwue KNN NI¢� Ht}O V"C P. OR 3/1b"0 ALUM.UP 2fFOR O.CN OC j 2 ATOM POPRIVETS 9)12' N 11 AND A. FROM AT. ASSEMBLY 1/}" IR" TTP EXISTING CONCRETE, BLOCK OR WOOD FRAMING / iC 3 CONNECTION TYPE V REVERENCE ANCHOR I//- �1i TE SCHEDULE FOR MAX / SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PIT. ON REFCAE14CE ANCHOR E ` SCHEDULE VON MAX BLOCK /—® l I/Y MAX FR0" PIN GUIDE TO +PACING. AL I FASTENER LOCATION FRONT AND BACK ANC HONE NOF REU'0 WITH THIS LOCATION I ,r J1 IV v 50SI111IG wASHIN II TP.I OINSIDE MOUNT SECTION A 1 SCALE 1 3.•e 1•_ 0•• / NOTE,AS TRADETCK MA,B THE BASE TRACK MAY B I \��/ I TYP BOTTOM 4/MIT 1/<- GAPS, O SETT ANIMM UOFiWOSET'- MINIMUn OF 12" LUNG. TI 1/4-110 5 $ MACHINE SCHfw K NUT La 12 UC ON 3" n D" n I/V' CONT L0f ALUM. A IMAM AY [IBE REVERSED[l As SIOJwN uAsnml— EXISTING CONCRETE, BLOCK OR WOOD FRAMING EMBED 1 CONNECTION TYPE E--I SCFERENCE OR MAN 7I SCHEDULE FOR MAX. SPACUJG AS SHOWN IIJ DIAGRAM DIJ PG 10) Y GINSIDE MOUNT SECTION SCALE .3 V-0" GLASS OR DOOR "r U. ON 3/1L"U /LLl Qp POP IVETSCtlI E"C O OR 1 U ALUM P �- nry SEP 12-c NW zm u� OANOG I^ ASSEMBL' wle JV CONNECTION TYPE OR D60R- REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 10) T IJER O N T e I ]LHEOULE FOR MAX. EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMING EMBED. Ca BUILD OUT MOUNT SECTION 4G SCALE.. 3". V- 0" w ;Rz4k Ui UE TO BUiTNG— W - 4 CONNECTION TYPE ASHER 0YP I EDGE REFERENCE ANCHOR EXISTING CONCRETE, OIS SCHEDULE FOR MAX. LUCK OR WOOD EXISTING CON CHE SPACING AS SHOWN RAMIIJG BLOCK OR W000 FRAMING < COIJNEC110N TYPE IN UTAGHAM OIV PG. 101 7. - - REFERENCE ANCHOR 4 CONNECTION TYPE N12. 1/2' SMS Cw 12" SCHEDULE FOR MAX EFf REFERENCE ANCHOR O.C. ON 3/16"b ALUM. SPACING.. PR FASTENER S[IIEOUL C' FOR MAX. POP RIVETS (O E" O,L LOCAI'IOW. FROIJT AND SPACING OR 1/L"0 AL Un, P BACK ANCHORS NOT Rf O'0 RIVETS LID 12. Dc WITH THIS LOCATION OWALL MOUNT SECTION O CFILING / INSIDF. MOUNT SECTION [ALE .3 I'- 0" SCALE 3'. 1'_ 0" N 111 ITYP W/ EXTRUSION a2 W/ EXTRUSION /1 IAL C2 CONNECTION IWE W EXTRUSION //2 5 CUNNEf.i101V TYPE YI/ EXIRUSION dI RLFERENCC ANCHOR SCHEDULE FOR MAX .R.U�RFt 15-2338 wun SPACING EXISTING CONCRETE FK�PeaDXVnQtli BLOCK OR WOOD FRAMING O WALL/BUILD OUT �I 93 SECTION SCALE . 3". V- 0" LI SS EXISTIN t3oSTRUCT o r Ou- j ¢ " POINT ALL SOLID 4 zwJ o SET AN WIT 1/0"MIS XwM 2 EMBEDMENT u u CONCRETE OR COCRETE4 y T OLOCh, 3" MIN SPACING ANU �i - 3' PIIN EDGE DISTANCE 11 J L - " MINN. ED. 0151 I/4' MAX. FROM PIN GUIDE D RUSHING WASHER ITYPI GLASS OR DOOR rI" T T1014 .. 3 MIN ED, 0157. �- olb "1 -I 1-Nit SNS C. MIDSPAN BETWEEN S1U05 FOB TNgEN TO \ PLYWOOD B TUBE CDNNEC IIUN 114"0 ALL SIUCEOPINISH-L POINT' SOLID I".I"..125" 6063-Tb ALUM. TUBE ET ALICIIURS WITH J/E" TIN. EMBEDMENT IN 1n15 Of T 100E USED W N SiUD SPACING CONCRETE DR HE LE f X[LEOS lnF MAX. ALL OWAbLE ANCHOO 5PAC11JG. OCOIX, Y 19N- SPALING AND 3 O WALL MOUNT SECTION TIIIs DETAIL HAY CASIMIN EADGE N E SCALE 3". T- 0" ALSO BE USED EXISTING AT TOP STBUCIURE -GLASS OR DUI CLASS OPASS THRU DETAIL SCALE - 3". 1'- 0" -ALT LED DIRECTION I21 6063-T6 ALUMINUM rANGLES PER UEAM ENO I SIZE PER SPAN I UbE SCHEDULE / ACCESS HOLE A ^y (sY1 i T 'B L` 1IK fARIN15 ELp4 6h µlfA MN12 YC L`r DA55S vr0 vmU BDLrs SEE BEAM SCHEDULE FOR 1/L_20 MACHINE BOLT W/NUT LT 12"0.0 OR - 014. 3Y4" SMS 6" O.C. SPAN TUBE PER DESIGN SCHEDULE _ 1E ePNJ TYRE 6CNF0ULE _ ALOWABLETUBE NWBEq OF IT ROF ((]] H,WyULG.TATB'O TUBE SINTER 9P/JI TH3UBClT9 ANC ANOLEm P SPAN U•E611RIDSUE TOP BUTTON TOP BMW TOP BTUDE TUBE TIRE TUBE TUBE IYBE TYKE /1/ 12]S iar 2 2 2 3 r r r.E1 DEW M• 101or .11.P 2 2 3 3 1' r 'Zr TOP 2 6r 110.1E 1 167.P 2 2 2 3 4' r T.BTI 0.12Y 1' 11.8EjWr 1241` 2 2 3 3 r r 1'R 1026E 15Y 2 2 . ) IP IV D.125` 1` 1=r NA.r 2 2 3 4 1. tV UW III.. 137.Y 2 B 4 B tY Ir 1• INA- 2411P 2 3 1 3 4 1' IV ri1PX 1• I4DO' 220.V 1 3 4_ B_ 10_ 1P O.IB)6• 12]' Mr- '1]1` 3 4�1 �5 _ T 19' _ _ IV j SPATUBE PER DESIGN L _ SNCIICOULP. "F.. B- lO<-10 MACHINE BOLT I^ 121606346 ALUnINUn w/ NUT 12" o.[ I'y ANGLES PIN Gf AMEND. Ufl N11 5M5 (N 1F. PER SPAN ILEE 6- O.C. 1 5(HFOULL `ALT LEG 'T ON ACCESS HOLE EMBED MAX, DESIGN LOAD • s 72 P5F OBEAM SPAN SECTION SCALE . 3". T- U" EXISTING WOOD TRUSS OR RAFTER 1/2' 3'— CID 24" MAX O.0 4/1; EXISTING FINISH MATERIAL - PAX. FROM PIER 1/8.. 6063-T6 U TO BUS 10 BUSHING WASHER ITYP.1 TY ALUM. TUBE W/ THREE i Ill' I_-71/4' TILE Il YP ) 1/4'0 WOOD LAG SCREWS WITH 2-3/4' Rggagg�gFNISNMAIERIAL `3/L-PC YWOOD MINIMUM 1NREADED / - I/I."T A325 GRADE THIRD FILL I & l- 0.0 PENETR 'I" INWODO (L( OR 5/16"T A325 GRADE THRU BOLT TO 12. U.0 EACH RAFTER OF TRUSS. -- ( ALV. OR S.S, 24" O.C. MAX. WHERE 1 THEE EXTENDS BEYOND _ 1/4"T ELCD ULTRACON TO CONCRETE/CMU LAST TRUSS MORE TMA 5" D.0 4//I-i/4" MIN. EMS 6". EXTEND TUBE TO OR 1/4"0 LAG SCREW LT 9' OC W/1-7/8" NEXT TRUSS \\ MIN. EMU, 1N WOOD 5G.4.42. 10 OS5. 2" • 5" • 1/0" CENT ALUM ANGLE(6063-T6) IMA% DESIGN LOAD . 72 P.s -F 1 (MAX DESIGN LOAD. 72 P.S.F.1 SPANTUBI SC- . NPBDULENOTESI 2 USE 2'i1lA OR-2v5014E ANGLES FOR 2'x5' BE 2'X6' BEAMS, 2. USE 2'.S'xl/4' ANGLES FOR 2'xS' 62'xIO' BEAMS. 3. USE BEAM SCHEDULE FDA DETAIL I. 4. TOP N BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS, WHERE USED TOGEIMEIT BEAM MUSTBELIMITEDTOTOPBEAMSPAN5. 5. SPAN TUBES IMY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SMALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS ANCHORS' ARGUES AND BDLTST: WITH THE SHUITERSPAN TARN AS THE SUM OF.THE SPANS ABUUVE AND BELOW THE BLIft 6. UIPBEAMSARENOTALLOWED. T. ALLBEAMSANDANGESTOBE606T-T6ALUMINUM. CL ( m Ir a�III 1 111/ z e 2' a 5" a 1/0- 6063-16 rt `wm ALUM ANGLE W/ THREE HTIOL/ 1/4'0 WOOD LAD O -19 IIZiy1 SCREWS WITH3/4" MINIMUM THREADED IA�D Nl PENETR."T'IN.WOOD@ X u 2 m EACH RAFTER OF TRUSS. 4� 44 �m~ 24- OX MAX WHERE L ANGLE EXTENDS HEYOMD 4 LAST TRUSS MORE THAN 6-, EXTEND ANGLE TO NEXI'TRUSS. MOUNT SECTION OTRUSS SCALE . 3"• 1'- 0" 15-2338 8 Rl ml OD // „t •m 1'APCON Lb 3' uL O.0 WITH I-., MIN c HEED 7; EXISTING CONCRETE OR \ BLO(K OtRY. WOOD / \ `\!01 ACCGPI ABLE ANCk10R5 L51 \ M RFCESS SILL DETAIL \� SCALE 3-. Y- O.• \ rrP,HG .TIT `—L- 1/P MAX. FRO N_(_� PM GUISE 1B BUSHING WASIICN ❑YP.I � � 1YP OOfIDM MOUNTING I-0IN OF 1 WO TYP. SECTION FOR SHUTTCRS PIS E: 3' - f-O' I 15-2338 am 9 x MCRO. LOAD52RLILTYPE (P#) 2.6• MIN EDW D1fEANEI CONN Cl C2 Cl " TYPE CA CS C6 SwnE UD CONN CL C2 C9 TO W-W' IT G CS C6 Utn wTal3'-0° CONN TYPE C1 C2 C1 G CS Cb Uq' I)Y2 TAPCIIN OR El CO ULTRACON WITH tap• EMBED (3191pv MEN COXC) H--� 1/1• MIUPNNM maiBST WITH 1-3]4' EMfED(3275pv MIX COXCR6TE) _iB 63 J2 160f 16.0" 6.0" I6.0" 16A" 16A" 16A" 11.S' 30.0" 16_0" 1]A" 9.5' 16.0" 16.0" 16.0" 16.0" 1q.5' 12.5" I6.0_' 16A" 15.5" 16_0" 16.0" I6.W 10.5" 8:0" 6.SW 1_ .0" 7.V 6.0" 16.P' 1].0" it lyD' 10.G" 9.0 ISS" 11.0" V.0" 10 �0" IO.U" B.0" 6.5" S.U" 6.5' 6.0" 1.0• 6.0• 9_Y 6.0° 9.0" 9A" 1.0" 9.55^ 115 _=00 !8 fit" ]t 14.5" ].5• 10.0. li.i05.0" 6.0 16.Y• 16.0" S.Y /J IS.D' B.S. % / 16_0" S.S." 5_01 16.00. 9.0' I'Al 16.Y' 7y`5" 6.0" I6.? 4.0^ %/G ILO" %� !0.5. 4.5° rye 16.0" -6.0" 5.0° 19.0. J_5" ).S^ 14.!' fi3O• 14.9. 16_0" 16.9. 16.0° 16.0' 33A° 10.5' 12.0' 9.B" I6A" IS.Y I3.S" 56;0" MS. IB.0" G.5' B_0" 0.5' ].0^ 6.0' I2A' 9A" 11.0" 9.S 10.0° B.Y 9A" JA" jigE 4.0-%O. 1.0' n 4.5" 1.5• 6.*! ELCO CRETEFLEE SS9 W/ Y EMBED(33SBDR MIN CON[) Q=111W9C` 110 9 '_ 3 110 33_0_ fi.S" 160 Ifi0160_ I60 16_0" 11.0" 55° 160"160 18:0"195 16.0' 5.0" /� 16,V%0160" 9.0° 5.5" r / 16.0160"160 t15160"I60 9.0" _16,.0• 0.0" r MV 9.0" 5,5• 16016816.0" U.O. B_0" b.d" 1fi0°18.0"160 16016.0". LLD' 9.0° S.A 10.W 4.0" 12 10 D- OA• % "I6.0"160180 OY 5.0- 4.S' 180°1001951]6'710 12.5_11T 6.0' 8.0° S.5" 9.0" 6.S' 5.5. Lt 0"lo ]O.0" S.5" 5.!• 16.0"100 S° 0.0' BS 65 fi9" S 5W IA' / 118 80011.0" 65' 5.3' M5" 9fiU 300 loll' 0.0" 1 S.0" 4.0' 5.0- S.W EO.M 8.0" 5.0° 4.0" SA° 8.0• 10.WI BA° S.Y 4.0' 5.0' B.M Bp' OW TAPCOM OR EICO ULTMCAX WITH I.N4• EMBED (929 PW MIN IN CONC)G) BED (]193pL MIN CONQ Hca� 1' MIN TOOL OIITANCl Cl C3 C3 G CS G Cl C2 C] CI CS U " CY C2. [3 G CS G 40 63 7] ILO IOD I6.0" Ifi O'16,0155 I60 14 0 7.0" 16.0• I6.0_ l60" 6:0" LS° 95 %/// %/ . LS" As,160" IS %/// I6.0" 16�0' 0.5" %M ]y5". fi0 SD %%' ir% I6.0• I60 l90 B 5 >.ou il.0� 16,D!// 15.Y ].5" 6.0" S.D' { f %'f 4.5" ////%125' i4j�f'n i V I6.0" 95' 5.5° 10 LSA" f05 15.5" BS° _9.5" 6.0" LV].O2 6:W 1/1'MILLENIUM MILLfASi 48 16.0^ 160" 13.0" 13.W 16.0" L3.5" 16.0" I6.0° B.0" 7.5" 16.0" 9.5" I1.Y�11.Y 4.5• 1.0' 7.0" 6.5" 6{- 73 I10L 200 16_0" 1fi.00 IO.S' 5.5' I6_0" 16.0" I_.P 1.5' 9.0" 7:5" I.S' /% 8.5" ].D° 4.0• //// 160. IbA• 6.W 1///% 10.5" U.0• I5.0" S.5• 5.0" 9.5" ].5^ 0.0" ).S" %/ LY S.0'I IL' IDy WITH 1-3/9' EMBED (31)$p51 qN CONCRETE) D_ 95_' 6.0' // 11.5. 6.5' 5.5• 11_5" S.5^ b5' 1.5" 9.0" },O° 6.5° 1.0° / 6.5• S.S. 5.5" 5.5' 1_5• 1.5° / /.5' 1/4'AM-MINTS S SET I-l/1 MI fO0 DYTANC. Cl C1 C3 G CS C6 Cl C1 Cl G C$ C6 CI C2 C3 C4 CS C6 3 ANCHOR W/J/B•EMBEDB 1/9.20 ES MACHINE SCIIEW (300Dp31 MIN CONC) 9B fi3 J3 110 ]00 0000 50 l6 0 90� 50• l30" 1 3565"BA" ; 7 eD5 5090 1, 1. /.0/9;0 IN 13/.0 . " 3.A5/° /3 1/9'ALL-POINTS SDLID3ET )• MEN IDOL DIIFLAMWE CI I C! I C3 I C4 I CS . C6 .i Cl I C2 1 C3 1 C4 1 CS C6 Cl C2 1 G G I [ G ANCHOR W/ ]/B' EMBED 6 114-20 S5 MACHINE SCREW (3000pM MIN [ONq • q8 16.0" Ifi.O' 16.0" 16.E 16.0' I6.0" 16.0" 16.D' 14.0" IJ.O" 16.0' 16.0" 16.0' I6A" BLS' 7.5' 11.0" 13.D' 62 ]3 If0 }Op I6.0" I60. Ifi0 B5 Ifi.O" 160"130 l60" ].0" 36.0" BO 10 35.0" I20 )0 JS° I6.0" 160"160 100 q.fi" 16.Y 110 B5 I6.0° 180 105 85" Ifi.o_ 160" BO_ 7.0' ]0_N° BS 50 90 9.0" >5 IS J5^ 15_0" IL0'330 5.5 __ I.Y fi5" BO 85 12:5• 105 BS B- 11.5" 6.0" 9.0" SO 7.04 4.0 ).0°�40 55• 35' 35 }_0° 4.5' _ 45• 9.0° 65' 8.5" 1/9' POW "55 DROP-IH 2-B/B• MIN COD. ... ]ANCC CI C3 C3 C. [5 U Cl CI C3 G CS C6 CI C2- C3. U C5 C6 W/1/4-10IS BOLTAND !• IMBED (]0DER MIX COUP LT- 4B Ifi.O" 16.0" 16.0" I6.0" I6.D' 16.0" 16.0' 16.0' 10.0" 9.Y 62 )1, 110 200 I6:0. IOU' IIVIL.r 16.0" 16A• 11.0" 9.5' 55 11.0" 9;0"_ 50° 16.0' 16.0" S.S II.Q• li_5' OS 15;0` 1].W 7_0" 160' ]j3. 1 ).3= 14.0' 6.!' S.5" ).S• 9.0" 60• 0' ].0" 5!' Sd' 8.0`� 6.D" // - ].0' 5;0" SA° 1/4' POWERS SS DROP-W W/)/4-20 IS DOLT AND P BE°D (YODW MIN 3-13 D Cl I C2 I C) U C5 Y6 Cl I C2 C3 I C4 I CS CB CL C3 G G CS C6 _60" ILO", 13.0 96..55"EM fi11t0_ I1_6.0" 10 11A 9. 5A _9CONQ 200 3 6O 0 S..94 //93- 65 6 6!A 6 1 6.5" S.S. 1• MIN EDGE DISTAMCC 1125MS W7 T EYEWALL Cl C] C3 CACS C6 ARMOR INSERT W/YFMBEO (200DPM MIN CONIC) (1��� - ✓d __✓_r/_ 48 16.0" 16.0" 13.0" I3.0" 16.0" 13.S° 62 13 100 00 lfi_0" l6D I6.0" 16.0 5_5" B0. 9.0" ]5 16,0'! 16.0" 10.5" 95 Id0° 115"150-0 16.0" B.0" 5.9" 45 13.5" 90" J..j: 65 105" BS 95' 7!" _3.5° 3.! 5S• 30" / IS_ 45" _ •125N5 W/2DS UMALL ARHOA WSEAT W/2.1- EMBED EUWDpv MIN CONC) -�'--4+- Ifi.O. 36.D' 16.0' 16.0" I6.0" 16.0" 18.0" 16.0° ILS• I1.0" 16.0" 14.0" 16.tl' 16.0' J.0° 6.5' 11.5' 9.Y _IB 62 1fi�P 16_0' 11Y 13.9. 1fi.0. 15.5' I6.0. 1fi.0' B b_ 8�0� I6.T lj.d• 1].Y t]. Y' $.5' 4.$• ).5• )S' R ILO 100 Ifi.O. 1fi.W 9.0' 16.0' Ifi.O" ).5° 11.0' 6.5_ ].5° IDS" 6.0° ).0" Ib_0° 10.5' 1.5^ 13.{° 9.0" 5.0" I6.0' lL0' 9.0" I6;0• 9;6_ ].9' ).0• 1.Y ].5" fi5° 1.0' ].O" 11;Y S.5' 9.Y 9_5' _6.0' S.0" 11.0" 9.0' 9.0° 9.S° ).5" ).5" 4.5• 1.0' fi.0° J.5' J.0' q.5• 3.5^ 3.0" 1.5 6.0" 5.0• 5.0• TOP TYP. \\1\II IIJJ�- 3 a S ETp� OUTSIDE TOP FLANGE SECTION (SEE 5Pp[INTi SECTION XI ? .••. N 0 : Qi'. UCEry6F �.. Na PEOag5g9 I. S TIP)TIP)l 1 R 5 INSIDE 3 OR 0NEAOER7 EL BUT. FLA14 E ANCHOR ISEE SPRUNG i�T '. SECTIDNX) •. , STATE up TAT EDF NOTE "5' INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR Cl CONNECTION TYPE: - Cl C014NECTION TYPE USING PIECE QI OR © ' i / B COMBINA TIDN 5 LVP. 1 / 1 COMBINATION 9 / 10 COMBINATION O YS TYp. .S ITIPI NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING_ DIAGRAM FOR C3 & C4 CONNECTION TYPE: C3 CONNEC(ION TYPE USING PIECE YP WITH OUTSIDE ANCHORS ONLY C4 CONNECTION TYPE USING PIECE IRS) OR ® 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 UNITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (P91). 2. ARMORR TYPE AND EDGE DISTANCE LE EASED SELECT DEESNG SIGGN LORD CRFAT THaANN EOUALT.O.NEGATNE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER TIWI OTO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENNFICATION OF CONNECTION TEE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER CONNECCTIIOON TYPE•SEE CONNECTION EXULTING STRUCTURE OR IDENi1FlCATIONPOFF CONNECTIONTPE. 5. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY. 6' IN ACCORDANCE NNCCEE WITH MANUFACTupfEsNRECOMMENDATIONS. EMBMEINSTALLED LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE 8FTST(NG 5 RUMRE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VMV.PIEWVERI THAT FASTENERS ARE IWO ADE UATE WOOD FRAMING ME ERSCLO§NOT UREPLYW OD. FASTENING TO PLYWOOD I ACCfiPTABLEONLYFOR B. WHERE LAD SCREWS FASTEN TO NARROW FACE OF S111D FRAMING PASiI�E/NNER EDGE DIUAICE IS ACCF ABLE FOR WOOD F UMUNOMIN�O SCORDEWS SHALL• HAVE PHIWPS PAN MEAD OR HEK HEAD. 9' MACHINE ASE µCHOREAAND SHAM. HA HAVE EITIHER A PAN HEERB,, TRUSS NE D, OF WAFTERS IN HEAD (SIDEWAMBOLT), MOM. IM DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHORS WHICH ME REMOVABLE BY REMOWNG MACHINE SCREW, NUT OR WASHER WINGNUT. 10 MINIMUM CONCRETE STRENG S ME AS INDICATED IN MMOR SCRED111E. 11. WHEN MOORING TO HOLLOW OWCK.SDS DRINS SHOULD NOT BE USED TO DRUM INTO HOLLOW TDMCILOWRSHO LO IMPACT DRILLS BE USED TO INSTALL ,nI LJ O ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT•)_ x ANCHOR WAD AD 2` MIN EDGE DISTANCE S. BMWIR5'-o° CONN Cl CJ TYPE C3 C. I C5 :9meY9Je� COHX .1 1 IM TYPE C3 a CS EESHILUDTR CONXTYPE C] I In 13W n IG C5 IW MOWERS UPPER^ W/ l-1H' EMBED .B 15.5' I5.5" 6.5" 6:5" I5.5" los 10.5" 10.6" 8.0" 6.0" fi3_ R R:0" 12.0. LOS IOr 0.5"_ l0" L5° i].G' 9.0" J.5" 60• B.0• 6A" / 5.0" So Lr // 1.0" /// ;m E125MSW rUEEWALL .S 16.0. 16P 8.5- 5.5. 16M I]rI3.W 5.0" SA' 12.3" ].5' ).S° ].0• ].0' 1.3' s ARMOR INSERT W/1-IN' EMBED 0 4:4 6] 11.5• l..r 6.0" 6.0" 14.5" 9.5. 10.0" 1.0" 3.5 6.01 SO' LS` 72 I ID JCO I2.Si12.5" >.0°i).0° 35T3M SA" ] D° 9.5° //// 11.0" 4 0 T.5" TV JO" 3. �/ i / 1.5" / / 9.5" J S. 55 ].T -J.0'i 3.0" / ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK .° M.. LDD! am"" 2os".U2126p S.,UP TP W--' Swna Un To 13-0• �n ANCHOR l 1 CDXN TP! [I n I. n I. C5 COHN Type Cl n 0 G 1 CS CONN TYPE C1 I C) q G. CS SAW GW TAPCON MC W/ IB 16.0" 16.0' 16_0" 16.0" 16.D" Ig.tl' 18.0" 16.0" 16.0' Ifi.O" 16.D" 16.0" 10.5" 9.5" I5.5" 2-iN' MIN. EMBED 63 16.0" 16.tl' 16.0" 16.0° 16.0" 16.0"_ I6.0", 12.5' lL5" 16.0" 1e.0" 16.0" 8.0" J3 160 160"Ig U"355 160' 16 U'I60 105 95"ISS US Ii5"63 Si 80' �yy-ST. 1. IIO 160160"IDO^9tl 1A01�5135 65 SS" 15 110-10053 IS IO^ �9f 200 120 100 55" 15 80 120` 100 55 15" 60 110 I00" 53 IS 60" I6'ELCOU/ NW IB 160160°135`I15160 Ifi0'16.0 80 )5°I60 5 1-41' MIN. EMBED 6] R- Ifi.O. 16.0" D.5" B.5^ Ifi.O. 12.0" 12.r 5.5' '// S.0• % .0• 6.5• e .0• 0 Iio I6.O�Ifi. a 5' !s• S• G/ ).D' 11_0' / s.O" 9.5• 9.5• / 6.0• / S.S. im 5•/// / 1' MIN IDOL DIRANC! Cl C2 C3 U C5 Cl 012INS W/2'EYEWALL �e 180 I60 305"IDS 160 16.0- 16.0' 65 fi5' Ifi0 125 13.5" 1.0' 35' >.5 ARMOR INSERT W/YEMBED 63 160 I6tl )5- 75 160 155"I60 50 1S' 105 90 'BO' ]0° /' Sy0_ R I60 160" 6.5' 60. 160 13.5•i135_ 10 15" )5_ )D •10° 110 ILS° ILS• IA° ].5").0" ).0" 6.0• %% 3.5• fi.4• _65_ S.r / 3.0_ 200 6.0• 5.0• %%/ ////. J.0• 6.0" 5.0° ./ . J.0" �6.0• 5.0' .� 3.0" ANCHOR SCHEDULE: WOOD (G=0.55) STATE OF s ANCM00. LOAD 1pp0 3/4 MIN EDGE DISTANCE �. Sww, COHN Cl n UDTob'A" tYPE O U CS Swna COXN Cl 0C3 Un TO B'-B• TYPE CAC5. CONN CI C2 - 1 TY 111E I n U CS 1/1' IAG SCREW WRH Id/1 MIN THREAD PENETRATION ' �T1:144r CE_ 63 Ifi D' V. I6.0" ____.___.__ 16.0" 11.5" B.5" IIS" B.5" I6.0" 16.0" 16;0" IBM' ISO" I6.0" ).5_ Sr )y0" __�__.. 5.5" I6.0" 16A" 16.0" 160- I6.0" _._..__... 15.5" L5" 3.5" 6 " __.. 3.5° is W 9.5" )2 110 I6.0" 18P is I60 )A" IS 7.0" A.91 16.0" 135 16.0" 11tl'130_ 16.0- I.S" 30 1.5" 25 ISO- )r 11.0" ll.r 12.r 9.S' 30" 2.r 3.0• 2D• 7.5" 6.0" 200 Ili^ Gr 15 20° 60 115 95 _3$ 26 60• 11.5. 9.5• 2.r 20• 6A• J/1r W00D BUSHING WRM -4191 60 95 Sr f60° 13.0 l3P Sr 50 130• ).5" ).r Syr JO' 1.5• u 1.23-MIN EMBED R IHQU 55 HACHIHe SCREW .� 44-15 014 WO0D9C66 vOv�2�VP OOWn0.la IHnp PENEIM�ION 62 11_5. 16s 6.3 60° 11_r 9.5 IO.0• 4.0- 3.5• 6.r 5.5• SA^ 2.5- l.0° Sw ]2 12.5. 11.5° 5.5" 5.0• I- J.5' ).5° l.r 3.0° 1.5° 1.5• 3.5" 2.0^ // 2.0" 110 100 IB 6] 70" 3 160°, 16.0°160 TO -i-o 160130 30 /✓ OS 25° �/ I30' 93_160160 10" w 160160 10 35 39 30[ IB 6"B5 160"'66 20 M / BO 60. 20 lZa I60"I60160 160'1]5 3S 30. 135 SDI 10' 50-If ].5" / 0' 1.5' 72 16.0 B.0 7.5° 16tl 18tl IS& 5.0 50' 12.0"115 100" 3.5° 30° 60 1Y® 110 16.0" 16 W 5.tl' A.5" 10.5" 11.0" 9.S ].0° ).0" 6.0° 9A" 7.5` 2.5° 2.r 1.5" 200 9.0• ].5• 3.5• 3.S° .,5• 9.0' ).5^ 2.5" 1.5• 1.5• 9.0° 7.5° 2.5" 2.5• I I.r ANCHOR SCHEDULE: WOOD G=0.42 _ 3/4' MIN EDGE DISTANCE S9mF�2T9.53 PIPE UD To B'B" spans Gn To ly.p� r WAD CDNN TYPE- CONK TYPE CONN TYPE & ANCHOR (Pal CI C] C] G C5 Cl. C> O. G CS CI C2 n G CS 1/1'IAG SCREW WITH I-l/1 IB Ifi.O' Ifi.O' 9.0• 9A" Ib.D' 160" 16.0. 60 5.5' Ifi.O° I60' Ifi.O" 35" 3.5. 10.0" MINTH0.FA0 PENETRATION gI 16.0'1fiP 65 65. 160. 160'I60'-Iy5` 1.0. 1J.5`11r 10r 25. 2.5. 6.0' R 72 16.0. 160. 55 55. 160•I60•l60• ]�5• l^5. 10.0" 95 BO Lr 2w B n IG4lLlRS✓ 110 Is.O• Its 3r 30 90 i0 BO-2.0• 2.r e0 20' �// LO" 100 )5• 60 10' //// 10 >r bY" 3io° lo• 75 g0 ]0' % A.a• .II SfE 110 WOOD SCREW 9g-16.0'I60 95 95'16016 D•I60"fi0 �55 I60"13P 115 3r 35 >0' bi 160"I60 >0 65" Ifi0 NO I50 AS 10 95" BD >0 35 1.r 15' S OR 114- WEfl$TAPPE0.Y WRNI-3/.'MINTHREAO )2 160J Ifi0 SS 55.,-I60 I10 115 35 35 70 65 55 30 3.0 3.5_ PENETMiION VILYI➢IDOmO• 110 IOS'f00 3r JA° 60 65 55_ 30 20 35' S0 f5_ 30' 3.5 260 5.0' 1.5 1.0° /// 2.5 S.0 Lr 2.OW //� 2.r 90 Lr 2.0• / 2.5^ ANCHOR NQIEy9i SEE SHEET ]0 POR ANCHOR NOTES. 15-2338 I o.°aa O.032' �i-0.125• I' 0,032'-}F y_ 'I 0.196� — -L 45° i/ `� i 03.250• (� LIGHT-N-VIEW WINDOW M N.T.S. SABIC PLASTICS SLK1431T-UL-99X5 / WIUAHGULAR SFMBLY El ACCORDION BLADES }-1.5•—f 3.5• MIN. TYPICAL - HOLE (TO RECEIVE WINDOW ASSEMBLY) WINDOW a BLADE W RECT. WINDOW \.13J N.T.S. EXTERIOR ELEV ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SMUTIER BLADES 2.8T5.0 HOLE TO RECEIVE ROUND WINDOW ASSEMBLY WINDOW BLADE W/ ROUND WINDOW I9 N.T.S. 1-2:210•-1 EXTERIOR ELEV TOP OR BOTTOM t-111 ll S17, BLADES11 ' * * ro. �Pn'•. SIgTE OF 3.5• ROUND %z1 LIGHT-N-VIEW WINDOW S3 N.T.S. EXTERIORELEV 12• MIN FROM EDGE OF TOP OR 181• .093' � 1�,030• T r 138' -TDIA D � L -- (EM,) 14T SECTION A -A /11 RECTANGULAR WINDOW 1w N.T.S. EXTERIORELEV 3 RECTANGULAR WINDOW 13 N.T.S. EKTFIUORElEV RECTANGULAR WINDOW NOTES: 1. THE RECTANGUWI WINDOW SHOWN IN 5/13 is MADE FROM GE XL10 LEAN 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) I4 SS SCREWS OR BOLTS WITH NUTS. L I �I ra(