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HomeMy WebLinkAboutPRODUCT EVALAUTION REPORT�,. ��■ ENGINEERI91 EXPRESS® h PRODUCT EVALUATION REPORT ENGINEERING EXPRE-90 EXPERT PRODUCT EVALUAT113H REPORT August 4, 2017 Application Number: FL13757.1-R6 SCANNED EX Project Number: 15-2338 BY Product Manufacturer. Town & Country Industries St. Lucie County Manufacturer Address: 406 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter WO0= 3ba5, 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 CodeSixth 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 °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 Dolzler) 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 Yamii G. Kuri, PE) by Construction TAs1h!Y Corporation (CTC). • STRUCTURAL ENGINEERINGCALCULATIONS -QPt girl i tE I Valid for Structural engineering calculations have been prepared which2 evaluate the product based on comparative and/or rational 'rn analysis to qualify the fallowing design criteria: _ �iCIK7 O ry 1. Maximum Allowable Spans - .1 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation ranks?4rt(fardq; SW 12TH AVENUE SUITE 106, DEERFIELD BEA N PHONE: (954) 354-0660 - FAX: (954) 35 ENGINEERINGEx PRESS.COM Vl1LLRL1148f Y/0.VRd9YRFl,.M. V WIIRiNi.1/p1ID1�NY,G91II�(i.'IWPWI/,61R�iflM1CLFY0.Y1rt.�A% A c>crr-rc�SG 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 he in strict accordance with the Product Evaluation Document (i.e. engineering draWng)'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 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM YMGSRo�,.m,YaCP6gNyY,IY.fY. W1.1, F.OM1LIpgA�.MN19Pl Wpgp.[CIR<,fYIOC.IpWid(V4A 91,EIbF TABLE 1 ALLOWABLE SPAN SCHEDULE FOR USE WITHIN THE NVHZ ' nvnz D nv]a POSXIVE WWD XV/R LOAD DESIGN WINDITH WITH LDSp WITX'�AA CFNIFA]MTES WHO W1uMlF TOM 11 WIXDLWO INDMIN uy lP6F1{ �J mO ¢ C/ MOWITWD OA lAQ� COM IONS•• RJ.S_•___IW' Ra0I 161• _166•_ -135 156' _ loom _ 950 _ 142' _]P IN. _ Tar:.. _ No ,- _ 1o' -eo.d li 165' so: Gl_ -..6.__ I _ ...l _ mNtiP- _ ....._.. �_ 750 Il]' 121 193' 60.0 lIS Ur law— _O50 11J' d9:o -i' 112— IA' 115— 125' lID'__ _tll' _ 100.0I_ i00' 10]' 115' _115• 11Y _ 112- 1100 T. IN- _ _ _ Ito- -- _ ;1P �_- i 105- 101• _.._. .. loom 121no 1W 100 _ . _1210 i 1l: Ima Bar Bar M6.0 or i 6o0 eB` _ 165.0 .. —9 _ 1004 .. _ .. 0r _ 76'___ 1W.0 ]P ._ _I650 •. �: 2ooA R6 ACCORDION SHUTT FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPAgAFO I FROM GLASS FGIfOIE WITHIN TNk'-H17{ji--- MW W W b¢PNUTICM POSITIVE FROMGV,B6 DESIGN SHUTTER N¢TAOATIONS W¢TRUATI N6 PRESSURE ( SPAN ¢Rp AGOV¢ JUABOYE (PSF) 1 ryMOE GRADE (w) (W.) 25.3 l6S' 63. 36' M• aa _. _. or eG' a m• 3D' S 30• 3R• I3Y a_r 2S la• ai— se-- m' 3.0• 1.1' 60 _!N = r 2e_—__ 120' __ 2.6' - 1ST _—Rom 0.a 35• ¢0• 3.0' l.Y W w 3V IV Ioa' 30• 2.Y 131• e.)• 3.6• .1 TO IV _BP _ aY 3.e• Bar m aw i.r N• s.o• 2rV He^ Se' u• Jo _..... 13_.__. 110 G 3P 1B _ GP -AA.,_ Re' 110' ST 3.3• aom __ 3D- __ 3:0' __ ___ FOR BUIIAOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 TABIE I AND 2 NOTESI 1. NVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY fRESIDA. Q - 2. DESIGN LE' ABOVE SHOWN IN 'ACCORDION DESIGN SPAN PRESSURE• ABOVE ARE MAXIMUMRESPECTIVE ALLOWABLE DESIGN r\] PRESSURES AT EACH RESPECTIVE SHUTTER SPAN INSIDE 3. THE ID SYSTEM SLY BE MO EING WITHREVER THE FOR EIAMID RAPT IT 1510E U THE SHUTTER BEING TO REVERSED, O. FOR CONCRETE P: (T IT IS PERMISSIBLE TO MOUNT TO A WOOD O CONCRETE `\vNJ TEAM WITHOND THEBACKP05 OF VE AU_OAT FACING DESIGN PRESSURES RE S FOR fe, THIS NOTED INTO TABLE 11VE N THE DIRECTION IRE TI ON TOWARDS TH a�a A5 NOTED C TABLE 1 ARE A THE pIR WABLE DESIGN P THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST TER SPANS I A. LINEARINTERPRSPANSBETWEEN THOSEINDHAAITDAOT HURRICANE PERMITTED. FOR SPANS BETWEEN THOSE IGHER SPA ABOVE, THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL BE USED. TABLE 4 � ' ; ALLOWABLE SPAN, SCHEDULE -'O [ M. ASTM EIDENNiIATFACIL171E801iLY =71 : SaATC OF YWYWdbFAM/•ryY/ i P0.9RNE fROY Glass :� s •: �ORIOR 68HPI21R W6TFl1ATIw/B W9Tu1wl1GNS '.2A0]yAl ... 'RES6URE. F9bABOVE WASOVE I El ///1/11111 IP6F) GMGE BRAD E (a) Iw.l W 91• _ tA'_ � Po f^ FOR BUIMOUT MOUNT MAXIMUM I ,l0 SPANS AND PRESSURES, SEE FI TABLE C ON SHEET 6/13 1p I 1 m� ].1• 1 7:� TABIE AND 0 NOTES: 1. NO -HVHZ; DEFINED AS ALL LOGTIONS OTHER THAN MIAMI-DAQE COUNTY AND BROWARD COUNTY HORIDA, Z. DESIGN PRESSURES SHOWN IN•ACCORDIQN SHUTTER SPIT SCHEDULE' MOVE ME MAXIMUM ALLOWABLE DESIGN P SSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IN ALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF TH HVNZ AND OUTSIDE OF EPSENTIAL FACILITIES, A. THE 6.8 SYSTEM MY BE MOUNTED WITH THE INSIDE AND 5. I t1 N N NObmVq V' A W 3 `m T W O y mp2 ow sAin �o�cp DN�m� o3A< 5Nm0.. D1Pm�2 �q0.•�C ZWmr� � m 3 P v v P m W O N O b m J q UI A4l N NAX. SHUTTER SPAN SEE TABLE 1 OR. TABLE 3 r 0 yn K�+ VZ l7� 1(n - r : { � -0 rD In D Z M!> <3 a l £ A m <O . `o o D 70 — -4Ip r �I� a I. m o �r Ez ti o II]IIOdl,uq _a:2 a ry��ti. m • • � � oMert�xeimo in IB�e i 1ON11 � �� TA ' 6NGINEERIk16, �.E7CPRESS 1II UI OBIfRBmS RY♦ID11m� R RB IYE'b ,'- D601110 /. iVV _ V Y` CORVOMTE OiFt`,E: {NIl r-M if � iNOUSTHIES ;5W 12th "E. SUITE 106 w Wh01E5dIe /JIIIIINUIII dtltl d[Iy�PlWilds - MELD BEACH. FL 33491 iF +t ¢ THOVAB ROM etmtmelm .mn f6I.Oku IT.LAl1DB1OIlE 0.93309 R19Tfi7.1 ENvxEEPWGL9AE55.®x ` SC BUILD OUT WALL LLE- HALF SL \J SCPL E+ HALF SIZk O HEAVY 2—LEG WALL LITE 2—LEG WALL O SCALE: HALF S1ZE SCALE HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON 5 ' v II] .910• f ^' 14 b2P I110, �U N .Ins^ t 113{ 0 9 dUS' z Jj} n V SILL \✓ SILL ADAPTER (� EXTENDED SILL ADAPTOR SCALE HALF SIZE `✓ 1� EXTENDED c1l LL c SCALE: HALF SIZE SCALE HALFSIZE SCALE HALF SIZE .. nne' 3u.azs 1511R T V:4" ✓ .61 CLSj TYF_. _SLA BLADE_ \/7 6,8 -TAR II R SCALE HALF SIZE `� SCALE HAIP SIZE 510- _I 10, f LE%^1 @j 8.8 STACK CONECTOR SLAT RI_ADF. SLALL HALF SIZE 310- .13.3• Iq CQUNG HEADER/SILL SCPLL: HALF SIZE L9 'TYP n �J4.91u• HEAVY HEADER/sly3 8 LITE HEADER/SILL n SCALE. HALF SIZE SCALE: HALF SIZE EXTRUSIO .460- 7� MID SILT. ADAPTOR GALE: HALF SIZE 99 7a= - .143' _% 1�� rli —1 m � m 39(03 • LSJU• 910 m in Y•L ' �y �. .341' R V o oeo•� C I b II1 CAN.�oamr lY.O6U' l'J RADIUS CEILING HEADER/SILL J cALe. HALF s¢E (e, 9 WALL SILL ` SCALE: HALF SRE 1 1911 41 OYIO.LI PL 15-2338 FAO 0ewumUlO n� I9 ANGLE SCALE, HALF SIZE / _�_ NYLON WASHER pR ALUMINUM (NYLON BUSHING 1 UPIIOIJAL) 1-3/1' 41D M S.S. INSERTS SCREW Wi "to TC ULTRACOTE COA FIND TRACK IT VP TOP I BOTTOM) 1 514NING W/ WASIHR, , t 1/Z" L" INT CINCH JOINT TOP 625' OYO'. P'• T 443- 375. 019' 010-21 THUMB yL- tR Ai SCREW I( 41! 062' IVJ 20 RECESS SILL A,FOR USE WITH SCALF. MgLF' 512E @ AND © ONLY 21 SLIDE_ ROD SCALE, HALF SIZE 3S]• 276' M MA62' J v I'I/I .194' ` .137' 26 13OX CEN7I7R INSERT SCALE. HALF SIZE W W �STAINLESS STEEL A$$f IHbL,Y �u� 320P HOLE .05u' NYLON WHEEL 4100" ,240" 1'YP AT EVERY OTHER INSIDE JOINT AT TOP 22 ROLLER ASSEMBLY SCALE. HALF SIZE 27 RAINGUARD SCALE. HALF SIZE No PE0046549 MI R-SIXU BRASS, NCKEL REACH) IBIG-ZRR DCA5IPOWDER EOA1EO ,Y BE BEY OPERATE° OUTSIDE OR 1MUMB 'RAIEDDHEM p3 BRASS PUSH LOCK SCALE HALF SIZE (pU)20U3 6.8 CENTER M JE 3C0)UNIMATF LOCK 31 MALE BOX CF.PITER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER OCALi. HALF'SIZESCALE HALF SIZE SCALE. HALF SIZE SCALE HALF SIZE SCALE HALF 5Rf STEEL NUT STAINLF55� STEEL 5r _ 59UP IJ/16' vlpE 1-'-I A00• rI MFAp STYLE VAXIfS A 3g THUMB SCREW O SCALES FOIL SIZE .290' 1 1/4-10x1 OR 5/I6-180 MAONINE SCREW TAINLtSS 5/1@JV INTERNAL SIELL �.IOO' fIJNeAIi Z. n.5U6 Irn. O T-SCREW INSERT } � T—}.E09' POWDER COATED, 3111(DIE•CAST 3/ SCALC, BULL SIZE u SECTION A DELTA MODEI ems 3g T-LOCK AOAPIER IHOUSIRIAL SY 11LI5 (OP TIONAC) yg) bG?j LOCK SCALES HgLF SIZE 2X% AN�E S(ALC HALF SILL 39 224' 34 INSIDE CENTER MATE SCALE. HALF SIZE A62' NOIC A1TAHNENISCREWSHAR LINSIRIPSSHALL BE eN 1°RX DR PHILLIPS DRIVE SCREWS, "'No-1GNII&D ONLY inn. I N �, .254' 40 406 40c p1 END S'fRIP Y 2" & 3" EXT P lL125' SCALE; HALF SIZE 4 dl IWN E%6TIIJG OLA EXIST ING GLAISS 7. SILL) (INTERIOR) VM. ANGLE I"- t" MIIV. _ L" x S" MAX, IANCtLE LEG 3 L 29 e94ll NAL 3Y AY BE REVERSED) II I1111 30 FASTENER Z. 1B 0.[.IUEE ANY 13 55 ��' 13 ANCNON SHOWN I1 MIN, EDGE D15TANCEI. N ANLHOP 2 b 13 3 ©9a 194 1' 13 SCHEDULE, od0"ITVPI 2Y—N12xt/Y'GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) OR S.S. 3/id•'N ALUM, INTO CE14TERMATES 1/3 EXTERIOR (EXTERIOR) t/�.'-20a'l l'HlIMdSCREW INTO POP RIVET', OR t/A-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE I HREADED RULE, LOCH 1'EO up MACHINE BOLT x NUT SHAL BE 3/8" 1/3 SPAN TO Y/3 SPAN FHUM PIE, O.0 YAK WIDTH UP TYPICAL, PLAID VIEW BOTTOM OP SHUTTER FOR BLADES SCALE 3^ r-a" s B'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES' > B'-3" ONE LNI 1/3 SFAN SLALC' AIJD ONE AT 2/3 SPAN FROM BO"1 TOM ED DETAILS FOR OF BLADE, 1"YPICAL. GUN LOCKING TER MA I'ES SHUTTERS, q BRASS FUSII LOON (2 f) SHOWN ON RANDOM MAY BE SUBSTITUTED WHEN USED WITH ETAILS CE 14T L RMA I M 29 AS SHU,WN, RE LEI V ING 5ff fNU Slllu' SOIFDUtC /, IWILL FOR THUMB SCREW MAY BE 7/1, FDx SY HAx. Px WHEN \.--_1^p,},iy usw6 wa, <ob UxLUC — L-- END STRIP SGBBUULE CC3'. �I 1fl0(2A'I 2 }USIAERAIEFqPRSOTPRRPU 10 f0ioQ CLOSURI, LL— 1 D�OUIEWHL IONUIIIINS. rP��I'1� SNIP 1STARTER 01RACK W/ 0 BlO(4.l") _ 2/IM0xISCREWS � @: ALTERNAT'. CND STRIP DETAIL AT CORNER Y / I y VIAND-11 GHTEN ONLY). l3 \I1 ff (} IAA 16Y0' SLALk: 3" '�U" ANY YRACK 0003• W/SCREW BOSSES, _aBbT.Y�•. �`�. ��. ANGLE p SILL CI 1 x0.126' E%ISTIN GLAS5 1 / 13 ANGLE I U:.E Ill HPgS PUSH / lx _ iI w,I��' R" USE Iq BRASS PUSH LOCK ]yl LOCKUP (115/14-In 13 nLL�L'Ic�SF. f1R Itl 5/ie-18 THUMB (INSIDE) IIi� I4�I TINI1G SCRE IJ IN10 30 �% 2• 1 HREADfb INSER 13 xD. AT N SPANO) TOM OF (OUTSIDE) SPAN HII ITEM IMTECEIVMf OF AN RULE SHALL BE 3/1V" I MAX W1011l, UP TU I- 23� 1106 IT ex m \ 'I'IPIC.AI. OUTSIDE CORNER CLOSURE SONA' OE I AILS WO/CORNER PUS I' �� M scneL Y 1•xn. NI' VLNG xrulu SILL 6 Ux n1xP. FTYPICAL INSIfiE COR14ER_CLOSURE OC' DETAILS WO/CORNER POST hGoL O IJ rs ¢f rT el�l�.. w 1*0 32 J' `-� (OUTSIDE)1 5-23313 USE (t) BOX LOCK AT 1/3SPANTO 2/3 SPAN FROM BOTTOM OF SHUTTER rg MULTIPLE SHUTTER ASSEMBLYSCALE: 3•• c 1•-0•• ]FASTENERS EAC.1 ANGLE - L.j..pvn.. AI.M'NGL ve.. ALUry g1JGLf i HREE 3/le'O ALUM . . F RIV El S OR 1 HREE 012 SMS, SIZE. l �� REFERENT SCHEDUL SPACING C CONNE REFERENT SCHEOUL SPACING - ALTERNATE THRU BOLT — 3/T6-m ALUM POP I I C1 CONNECTION TYPE FIVY.I OR x1] SMS REFERt NCE A14LHOR LA TB` U.L. IT'YF'.1 IC'� L[ 111• _ SCHCOOLE FOR MAX, I SPACING -MAY USE MALE OR F. hl—i— 11 FEMALL LOCK-AATI :all III / c.} BLEB I PF V$ illll -3Y1Y1 TA GXFS511 '.15f -_WUHq I 61 110' R IV R I01' 9l BS' 102 qy In ar 30 7v 1 a. 3no RW El OR n 12 " I. I6" U C. ON Tn n BBL 1 II TY.I. 3nd'Y• ALUM PUY FIA, TUBE T,IVOT ON x13 SHS 6.6J-T6 ALLOT l M''S1 SLI IN1l'L'll r [ PACE VRI FM WE. -- LACIi AHGLC eU65-1G ALuh1 AUGLL fYY - IIINEC 3CTSO ALUH F•01` firy 1/ VYS N1 EI. x Ilnl3 �, TYP '.N 1/tl' II ALOM ALUM. ANGtt'tl AN USE HALE ON TEMPLE. LYC N-SL.A 11 In'[ (LA) TYPICAL CORNER CLOSUIRE MrAIIS FOV EE INSIDE SILL MOUNT SECTION SCALE 'V.V-0" TRUCTURE W /NUT P !"; O C Qi 014 SMSZLK: Be ITYP. TW'p I10770M -' OSTATE OF AL.E o •Zq GILT} �: uNum D � I IN m ax rca LLLLLYDI�I [ 1/4" MA%. rHOM FIN GSIOE Tp OU..l�f W{'�1 wASHEP Il YP.1 d ANGLE TO TUBE CONNECTION 6063-T6 ALUM.TUBE ALTERNATE BUILD OUT MOUNT SEC110N SCALE 13'= 1'- 0" AV_V BIEATTOP AND/OR BOTTOM Z' OR I/Z' MIN.- 2- . 3- A V.- X 1_ CO MMS OR 2'. - 1'.IIg a CONTINUOUS I 3-T6ALUMINUM ANGLE LIL P51 MIN) $EE TABLE C FOR MA% SPAN AND PRESSUNES LT MOUNT SC J SCALEE. NTS DUN Oil 2 � IGt 6918 REFERENCE; Nk lOF EXISTING 9�_ SCHEDULE FOR TAX. S'IRUCIURE A SS C.3ENIIAL 4 w a -IL IIJG ON DDIRt r&M w�u� GLASS FCI (E� W u Cl CONNECTION YPE 5"MA% 3f LOU ( OR DOUR 6 cut IIN12 W REFERENCE ANC DR x fOfl nN12 N) m ' n SCHEDULE FOR AX. IY� SfE'IAWL2 �a2q Yf1A01F2 O,NiON O 31 W a D xN. PACING Iqt NINgYnXA11W I/4-(n HIND UOLI W/ SfYINAIIM X`tl ✓r` to LOSS N�ONW ' IOU NUII 12"U'l. OR IU CLASS 1Iq j N12a1/2'EMS : (N 12"'O.C. XW IN i xl/. /Y"SMS LN '2. Us [S i!'WplI ORB/1C'"L' ALUM, POP o•1 `T BI OIt 3/11"0ALUn6 POP W�f RIVETSOR 6' LC OR1/A"B i'u�IM HIVE 1]�e'UC ET. '\ Wy ALLIIq POP RIVETS (N tY'p,L a WJ UN 11 W ALUM YUY NIVkiS / 'A 11 ANO� l ti ux S --_ � - .. _. /c X P fl h51W \ 1 / 1/4"FjAI FROEt PIN ASSEMBLY t/1 _. _ i/2"TYP. 1U FBT HITGIN MA [SYHIIIEL (-) AND h� GWDE TO BUSNIIJG Wi_ � WAS ERLTYP.1 AS"'EMbLY 12 WASHER II YP.1 - GLASS I Xi0X nN12 / I/[" I/2 1 YP E%15 K O CONCRETE.. i q CONNECTION TYPE ON 00 R SEE ;A IT 2 J BLOCK OR WOOD FRAHING EDGE REFERENCE ANCHOR FOR MIN, C3 CONNECTION TYPE' GIST. 1MEOULE FOR MAX. E[P4BIIW1 r I, REFERENCE ANCHOR - SPACING A5 SHDWIJ ID LlA>i SCHEDULE FOR MAX 4 CONNECTION) TYPE uJ DIAGRAM ON PG. 10) SPACING AS SHOWN REFERENCE ANCIII SCHEDULE FOR MAX � - 3 LO EINCC TAN TYPE IN DIAGRAM ON PG. lDl u P _ �� REPERC VLC ANCHOR SPACINH ALI. ROOT AND vl nkDOE'UR MAX fXIR WOOD CRAf4 WCj Al FRONT O (X ALIIJG ALI FASTENER BLOCK OR WL1UD FRAMIN UACK AIJC HORS NOT RED'D _� WHN IFIIS LOCATION YION j LULAIIUFL FRUIT AIVG C1 REFERENCE AN TYP klAX I`kDOI BACK ANLMOIIS NOT REO'0 INSIDE MOUNT SECTION REFERfNfE AIJCHO - 1—� WILT THIS LOCATION �H f SLHEOULf FOR MA PIN LBIDE Iu---is-- SPACING I SCALE .3 1'- 0" 0Un11NG WASHER O INSIDE- MOUNT SECTION 5 CONNECTION TYPE IIVY.I A/ SCALE. 3"a I'-0' - - SCHEDULEEFORCMAX EXISTING CONCRETE SPACING / F FORDETAILA, 0, 0, AHO ON THIS SHEET. ODf0.AMIN EMOED.SE TRALG FIAY BE INSI'ALLEO IN L LT10N5/r-GAPS, PRoy1DEn rMAT EAEH £ECYION 1BUILD OL1T MOUNT SECTION UM Of TWO SF IS OF''pNCNDR5 wND 15wCU SCALE. 3"a T- H OF 12" LONG.THE sRL OR CEILING T K E%6 TANG COICRETE. 0" ITIi TIIE bp5E TRACK MUST Rk C0 NO /— GLOCK OR W000 FRAMING I/1,-'2D S S. MACHINE ]CHEW 6 NUT 12" Ili --Ir rvl ,E ON J"'n 11x 1.11 (111JY NIAI Tc ALUM ANGLE AIq RF NEV SHED A] ]110WW DASHED) — EXISTING CONCRETE, BLOCK UR WOOD FRAM114G t1 U/1--C1 CUNNEC IIDN TYPE I (ifF CREN(E ANCHOR SCHEDULE f011 Mq%. SPACTIJG AS SHOWN IN DIAGRAM ON PO 101 112' 2 tl GLASS �If[f OR UOOR Ul IIIIVMT V1 13 1-b ]M yUo / 112 a 112" SMS 1 12" SfP AfIC _.. U I,. W C. 3/ltl-0 ALUM 5F AI16N NL ONj YOF Ild 1 651Lf) n 1 MTO" tr�� OAR P RIVFTSEb6"O.C. 0 /A-0 ALUM POP R £Cry t2"OC.'� xu p. 1 LLh _! ✓1 .aM X1IO BE E IAGIT 2 a —SFFIAXi:Ir(Nl TO— L�oyl- O/ AND® ��-J-1/4"MAX. FROMPL O6' ASSEMBLY 1/2" I/Y' : WASHER T_YP. wASMfR 1T'f P.) y�7 GUIDE A%: FROM P H_ lb BUSHING IN wf� 9 CONNECTOR 1'YPI 1 WASHER ITYPI DOE REFERENCE ANCHOI L�. 1'LOCKO CONCRETE, 41T SCHEDULE FOIX MA. ° �-9LUCK OR WUUO f%ISTINO CONCNE sPAONG AS SHOW yT(--- / 1 - FRAM114U BLOCK OR WOOD FRAMING 'RE CONNECTOR TYPE IN DIAGRAM ON PG. REFERENCE ANCHOR 4 CONNECTION TYPE SCHEDULECK. EFUR P�A X. 012 a 1/1" 6Ms (u 11" RIV C SEH'IIOLE FOR MAX LOLA I`kOINI AND ANCHOR$ ODR ALUM P BACK 140 NEWD C�LTWALL II SECTION RIVETS (a 12" Od l/E\1 CEILING / INSIDE MOUNITNIT SECTION SCAL6 . 3"- I' - U' � SCALE 3'= V- 0" NO. 5M5 IQ J IT'YP TOP_RI W/ EXTRUSION N1 @ I W/ EXTRUSION g1 f } Q" -112 CONNECTION TYPE EXTRUSION d2 h 5 CONNECTION TYPE Z EXTRUSION dl ¢�loirnw�xlic 15-23 REFERENCE ARTHUR s CHEOULE FOR MAX SPACING EXISTINGCONCRETE IANuuru� BLOCK ON WDUD FRAMING O WALL/BUILD OUT SECTION �L!/ SCALE 1 3"> 1'- 0" N,I (d11111L 5(E�IABIlC6J k fox IVIII SIT CLASS uN MIN, XPWIAIiW FAKE 2 - 'I f %ISTIN IU , STlxllC l' upua A I -al I �/4 'CALL pit 2 i J d SET ANCHORS lT I,.- MIN MDGDMEIJT IIv - a IDNCNETE OR / STu u� 1" ULOCN 3"MNI SPACING AWp I 1 ._{ / Ci i MIIV EIIUF DIE) nNCE. - 1 U j D, MITI: - c I' - I C,) f U. US I. / FRO" WA pillGUIDErY III BUSHING IY BILHRIG WASHER I IYP.1 GLASS -Two W000 OR GUGH SCREWS SANEWSL 24" _I 0C UC EAx IIH2" Y 11 RLw[LDAICH NA S IU "i" pll CI Ck NICIY OF 5 fUIIS 3"MBJ ED, 0151.� i-N1 SM ( MIDSPAN BETWEEN ]1U[ S FOd TNACN TO 1' PLYWOOD LYWOOD I LEE CUNNEC flow 1/4 -0 Al I. .IUICUPIIJ HPDIfITS SOLID 60 3 i /U UM. TUBE E T ANCHOR VIITII T/tl" FIIFI 1MS UEABE LISE[ WHEN E11D 5PA0714 hIJ FDMell W CONCRETE OR EXCEFI lllf l+rg6. AL I. UWAULE ANCHOR SPgCIIJG NLOCR, 3"MIN _ SPACING ANO 3 !o )WALL MOUNT SECTION 1,,js DETAIL 1'CIAY IN q.I AIJ[E SLAtt 3"-1'-B" ALSO BE u5E0 EXIT fING' AT IDP STHUCTURE -GLASS flLulS.E Riac14 nR noon. fFUR 5sF rNIU1n__ ' PoB yNll 9f IAFIF I 13 L m 1. YI11. yIAKAIIDI IU M 6IA]l X V' a B 1' a T LEG DIRECTION 1/4 20 T6 ALUMINUM MACHINE BOLT W/NUI ANUC3- SIZE ES PER N I UEAM E STYE PER SPAN TUBE LN 12"0 C OR SCHEDULE N14 3/4" SHE6" O C. - "- SPAN TUEE PER DESIGN BCCF.55110LE SCHEDULE BOLTS fiPNI lUfiE 6DHE018E � ALLOWAELETIISE NUIBEROF NUYfiEq OF o�, TUBE e¢F F WAN SPN1 SPAN WiYB T0.TB ANGLE YAG.lMBL \`,.y1 TOP BOTTOM TOP BORtlA TOP BOTTgA /Al•FN�IIRID KE9SA TUBS TURF TUBE TUBE TUBE TUBE TUB�F a YABS' 123.8' 101 1}1Y _R 2 Y 3 O.IaS' - 11T 50�� 811. 104 - 2 2 -3-� ] T'- T- 12 V ICV 2 2 2 YAOY �0.11T Po 111-�- -_. 12AP 2 3 3 3 T' T ia3 1Ba fobB^ § 2 i 10^ IV 2NIIA W 1>e 1PoT 2 R 3 3 T T^ O.I26' 1RR. • 1EB.T 2 2 y a• Ip• 1R] 118. • 101.6^ R 3 4 _A B 1T 13 TA1V11 tE0.1' R10.T 2 2 1 )• 1B' Built �Ip]'W _3 TV 1aa.R'_. "�].l• -3u �� 6 1�- 1Y 10" - --- - — NU WAtIIeD 1111.1 Se.-ILIJ 14-OR2h5'x1F1' ANGLES FOR 2'2S-&2-x6•BEAMS. 2. USE,2'xS xl/4• ANGUS FOR 2'v6• & 2.2L0• BEAMS. 3. USE. BEAM SCHEDULE FOR DETAIL 3, -SPAN TUBE PFR DESIGN 9. TOP&BOTTOM BEAMS MAYBEUSED TOGETHER ORIN = _ SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER BEAM MOST -BE: LIMITED T(3 TOP BEAM SPANS, I14-20 MACHINE BOLT S. SWW.TUBeSMAYBEUSEDINA MID.SPANCONDITIONWIIH Y� MI 1063_l ALUHINUM W/NUT Cry 12'D.0 SHUTTERS SPANNINGABOVE AND BELOW THMITATIONSE BEAM..MID,SPAN '1 IN&'ER 6" NIF ENO, 4 D.C. 3/4"5M5, Bp AANOES S ALL HAVE MR BEAM NCHORS�ANGLES AND'.BOLTSU WITH THE SMNCLUDING SAME IrtTE0. SPAN TAKEN SC.PERSPAN IuyE 0 D.C. s(H[u LL AS THE SUM OF HE SPANS AB I E AND BELOWTHE BSAM. AI.T.. LED DIRECTION ACCESS HOLE j ALL BE AM EMBED AM AND ARE GLASS TOEBE 6063.1`6 ALUMINUM. MAX.. LIESIGIJ Ll1gU - a T2 PSF 013EAM SPAN SECI'IOIV SCALE 3 1'- 0" ] RUSSTING W000 1/2'• 3.' 1/2, It w I RUS'S ON RAFTER CBI 24"Mn%0.C-1-V2"I-V]' 1W MATERIAL G fwlSFl 1/4' MAX, FROM PIIJ GUIDE , I 1 L14 `�� __ - 3 —' 1 10 BU'SHIN4 WAb HtR I' YP.1 1"'A 4 I/tl' 6063 i6 i I r• -� w I ALUM TUBE W/ THREE —U4 TILEIIYP I W I L a /- 1/L 0 WUl1U LAf II �,: I I'I I ^} I / - `FINISH IIAIEgIAI SCREWS WITH23/4 l.T'�( \ A�!1-�-��-1 1 VrI/ / - R 3/4 I Lm 7 ID MINIMUM TI RIN W D OR 11tj 63 CRAGS THRU HOL1 "/"A 1 CACH R.'"T" W WOOD Cut I _ Illl OR 5/ti"0 A32S GRADE THOU dGLI EACH RAFTER Of TRUs 12" U.0 yC" D.L. MAX. WHERE I 6 6 I \ CALvI BH 5 S, TORE TRUE ID BEYOND x 1/4"a FLCO 1UL /4- ACON 1'D COWCH¢TE/EIJU LAST MUSS MORf i1Vw �_ 1 / .: V' D.f. Y//I-1/e" MIN: EMH e', EXTEND RIHH TO OLE W0L3•TL OR 1/4"0 LAG SL'RL W W Y" O C W/1-T/0" NEXT TRUSB. \ - �Im NLI1M. AN[iLE / THREE j MIN. EMU, IN WOOD SGa0.43. 10 055. / 4 i o N 1/4a'WOOD LAC F• ,n SCREWS WITH 2-3/4" 1/WLB b I•IwCMIIJC SUIEW 1N t y 1 V w MINIMUM THREADED JG COFIPHETE, / - 12 U.0 Ilu Ht TY/eGIJ TNUSEES M Bf(3Cv DR / WIT.f 112 O ACCESS 110LE.Oil rj N J FLPIETR, "T"'IN WOOD Cp kAlanJG EE 2" x 5" x t/ti" ❑HJT BA[ICSIOE OF RUBE' UR R In 51•IS 11 z O z m EACH RAFTER Of TRUSS. h xr SI FUCIUk wL W4 ANIiL C' 160N3-T61 (&6" C MAX. INBET WEEIJ a�o�NF, ANOLECE MAX- EXTENDS k 11F S1RU(iURE 1 LAST TRUSS MORE THAN IMAX DESIGN LOAD a 72 PSF I 6", EXTEND ANGLE TO ( PASS _THRU Dt_TAIL --.T MUSS. SCALE . 3•- r_ po MAXIMgx. RESIGN Lugn: T2 Ps.P.I O TRUSS M U14T SECTION L EI UN w nn F IITi i IT KI'JI jI M� \ J✓r x _ Lnv / —O C TgY(ON Iry 14' WITIII-VC" MIN _ [MtlLO EXISTING CONCRETE ON FRAMING A WOOD ANCHORS Y \JUH ALCCPTAOLL k � DISH' \ GRECESS SILL OE.I AIL SCALE : 3 v V- U' Ill- MAX. FFOM_(_� PIN GUIDE TO / I _I5R9uN6 NASNFH IIYP.1 I Tl I_I,GI f1 J_ i 8TYP. SECTION FOR SHUTTERS PI SCAUE; 3' - 1'-0' -GLASS ON IIRON m 0 EF � iWl O I' r W IDI 10 r Hh, S x 2ZH. r ~00 13 X w CI CONNECTION 71 �o REFERENCE ANCH 1 SCHEDULE FOR FII _ u SPACI O n —RC CONNECTION AN TYPE REFERENCE FORNOR SCHEDULE FOR MAX SPACING /i r EXISTING MOST STRUCTURE O 0 N DECORATIVE FLOOR TRACK UCTNL SCALE X" 1'- 0" I I�IJD OF I W O TYP. ALTERNATE SECTION FOR SHUTTERS OR EXISTING STRUCTURE INFO). TYIC TOP L BOTTOM — FASTENEN r EACH 4- CUT SEE ANCHOR SCHEDULE RASED GOT C4 CONNECTION TYPO TO VERIFY ANCHOR SPACING IS ACCEPTABLE O RADIUS HEADER MOUNTED PARTIAL ELEVATION SCLLE: 3' . V-0- .WASHER r � arrv�ve d 1: wI, Z. u 8 vrr�v CUT AT INTERVALS I M CURVE [SEE OFTAIL (P 11 R 1 9 tI iG ANCHOR LWD (W/) ].0• MIN EDGE DISTANCE $DEm Uo CONN [1 Ci C] To 6'-0" TYPE C. CS Cfi Swm UO TO B'-B" CORN CI C2 C3 G C9 [6 N.... UO Te 13'A" CONN TYPE CI [3 Cl I G G C6 1/0• ITS TAYCDN OR EICA ULTMCOM WITH 1-3/4• Eneeo (33WD9 MAN mxq Q_ _ __ _ SN• MILLEXIUM IHLLEAST 4B fit )2' 1ImA- 11 i6.a" Ifi.O" 36A" I6.0" 16.0" 12.0 10.0" 16.0' 13;0" 9.5" 111 16.0" 16.0" l6A" 14.3` 1],5" 18A' 36.0" 15.5" 16.0" I6p' As& 10.5" B U" 5_i5• 10. --_P' 6,0" I6,0" 13.0" 9.5'T 13.G' IO.M 9 15.5" 11.0" 9.WT 16.9' IO.M B.0" 65" fi.0" A.0" �// liL4ll.%L 6�!' V 60" 6.0" 9.5" 60" 6.0" !/ 910" 9.W ).O" 6.0" 9.0" V. 9s° _ILO ]BO_ 45 l45^ ).S' I6.W l4_5" 60_ 16.0• fi.0" //'! IR, 5.5• %� I U,.0 B,5" % 16yY B.5" 5.0" Ifi.O" B.0" ].5• 16.0` ].5" E;0" 16_0^ 9A" �i/g 11.0 . 10^5' 1.!' % l6_0" 6.0^ S.M 1�.M ]_5" ).5• 115" fi0^ 6.p 11d2 WITH 1.3/4' EMBED (323510 MIN CONC9FIE) _62 T2 16.0" 160. 16.0° 36.0. 13A" 105 12A" 99' MAY, 36.0' 1515" l]5 16.0" i43• 16_0" d.5. 5A° OS LO' fi0 I2,0" 9.0" 1L4' 95 IO.tl' OS^ S.0' EO" -SLr"�1,6'. 4.0•6.5' 5.5" ] S _ 1/P FICD CRETEfIE%551 110 300 130 6.5' 16�0" 13.(P S.S 16A^ 60 %! 16.0" 55• 16y0^ 8.0" / 16.W 90^ 5.5• Sao 80" '6.5" 15.0. 7.0" $.S• 16.0E 4U 16.0" r r r r 15.0' I,f' %/ 1fi.0. 80 5_9• MAP 6.!• 6d• 16.0" 5.6° SA' IO.W / 10.0' S.A. R.!` 5.5` W/2• EMSEO(33SHS, MAN COxC) 63 6 V 16P 16.0. 16A" 16.W I6.0' 16A' Ifi.O' 1]. .0" 11.l� I0.0' u.D1 11.5" 13.0• 1].5• f0.6" '75W 6.0' 0.5' 0.0' ILO' 72 16;0" 15.0" 153° 11.5. 16.0. 16.0' 16_0• J,6.0" 10„Tr 'e.9! fl�tB1RR+ _ 110 300 O. 10.0" 16.0' B.0' 9.0" S.0" B.0" 4.0• 11.5. 9.0" 13.P B.0• li_0' IRA' 10A" BA" 6(P SA" S.Y 4.0" .0• 5,01 9:0' 10.0 9.D' ILAP 4.0' 0.0" co. TAKOAOR 9I IpVTW NWITH ;,31C4 WRH 1-]H° (LA,I. MIN [ONC) BfD (3192p9 MIN [ONCj MIN E G C2ffS CI G C6 C3 [3 A G I C4 I CSl C5- Cb' -[I C3 .G G 'CS C6ULTMCON IB '"bl. 200 I6:0" 16.0' 160 0 ) 0 I6.0".5" 16:0".5" 160"46 1f 0"%/� 6 0"// 16.Y 16.M 15.0" B.5• /%/ ].5" fi.0" 50 /// / 6.0" 6A' 59` 5" 6A'T 5.0" I //// a.5" 16.0" 13.5" 9.9_ 4.Sn ! SS_ �A"10.5° P90 ""4 F I5.0EMBfp ) O ) D 1/4" MILLENIUM MILLFAET 4B 1fi.0" 16.0"3.W' 16.0' 13.5" 6.0` 1�4..15.0 B.0" ].5° Ifi.O" 9.5"11,5"WITH 1-3/4' EMBED(33)5pe! [OXCXEfEj 62 )2 - 200/r 16A" ULV ADS" 16.0"AIX 16.0".W 10.5".0" 16.M 10.5" S_0" S.5" -5.0" B.S" ).5" BA"MIN 16.0" 6.0" %/// 9.5" �6A" /// 15".4.5" 5.5" .5" // 4.0" ! � ).0". // 6.5•b.6°I10 4.0" %/.1/4•A1L-POINTS SCL SEf 4 0D SARAH" Ci C3 Cl CS CS G CS U C3 G f3 C6 Cl [3 O C4 CS C6 Qi ANCHOR W/ )/B• EMBED A. Ip3055 MACHINE SCREW 48 16.0" 1fi.0" 9.5" 9.5" I6.0" 30.0" 16.0" 16.0" 6.0' 6.5" I6.0". ).0" IO.S I1.0" 3.5" l.5• 6.1" 4.5` (30001111 MIN COHQ •� fit R I30 160 36.0" 160 100 s.o 16.0"16.0' Ifi 0" IOM 4.B^ 55 35 /// 55 l0 !%h 160° 60• .:% B_W' )0 IS %// l].S 105 6O s a 11.5' 110' 50` La" 9.5° l5 �% /%. 4.0" 35 // 9,0_ BS^ 1.0" /// Z. }5 JA / / .5' 60 50 50 ).0' 55' Op"PA Cfl•- /Gr / ]p• AIL -POINTS SOLN-SET ]" M]N EDGE DISTANCE CA C2 C3 C4 CS .C6 CI C3 C3 C9 CS C6 -CA S2 Cl CA CS U AMCM00. W/)/B'EM.EDN I/a-3055 MACHINE SCREW MIN COMC) 4B 16.0" 16.0" 16.0" 16.0" 1B.0" 1fi.0" 16.0" 16.tl' b.0" IJ.O" I6.0" 16.0" Ifi.tl' I6.0" Bjl§ IL.W' 13(3000psl 63 Ifi.O"160160150'1601160160160"100 90 150"1)525.5M 8]0 .R Ifi0 160 85 I60 Ifi.D_ ].0" 80 40S )fl1HI10550 161860 45 55_ BO OS300 9110 5/1• POWERS 55 DROY-IN -! S• MIN EDYS DIE)ANCO CA C2 C3 CA Cs CIA CI C] C] G CS CIA CI C3 C3 G CS G W/1/4-2055BOLTAND 1• fNBED (300ppM MIN CONC) µRy, •151� IB 16.D' 16.0" 16.0" 16.0" IBA" 16A" 16.0" 16.0" IO.W' 9.5" I6.0" ilA^ 13.0" II.5" 0.0" 5.5 ).5• 9.0" 62 >3 110 300 10.d' l80"16.0"95 I1.M 5.5' I6.0" L.W D//!� 12.0" S.!" /%//. 1L0' 90 5.0" %%!L 1b;W' 16.IY 6.5• %! 14;!" 1251]0"12.5°0.0 _8.9" 5.0° IS.W' ).0" 5.5' 16_0" fi.0" ! );S° " _6_S' Ss' / 30.M IDyS_ N YD / O.a° 5.0" 9,S' >A' Its- 5.!" B.0" .9 l % / 7.0" /�6;, sA" r 5.0• 1/4• POWERS as DRUP-IN W/3/42055 BOLT AND 3-3/2- 1 nTVAUUSI CI I al G U CS I C6 CI G G C4 OR C6 CI C3 G G CS G 4B ILO. 10_0" 16.0" 16.W' Ib.W' 16.0" I6.W 16.0" 11.0° 10.0 16.0 11.W' Ill P EMBED (IDOOPE MIN CONC) •11'^----"' 63 110 -300 I6.0' 120°315° 6 B" 36.0. 16y0 5 0" 15.0" ]0.5" 6.0' r/i%/ 13.0.16.0" 5_5• Sd• ////, 16_._0" l.o" ///% 1);f` po" 5.5" l);U' j6•,6,6° 6 0• Ifi.O° 1]`CS 9 0° 8.0° 6.9T j� ).0" 5.5" / IO.S' 11.W 6.0'_ Y.5• j 615° / i.!" 9,0" )_!• 60F 6 0" 0.0 6y!• 5.0' 5 U" 5. / 5. .5 6IS O 5.1J 3• MM ewe DISTANCE 112 EMS W/3'MISSAL Cl CA C6 CS _CI Cl G CS C6 Cl C2 Cl G C5 C6ARNOH INSERT W/ 2'..... CONq 18 160" I6.0" .0" 3.5" IB.O" 16.0' B.O"25" 36.0.S.A.Ills"15.0' 5.0.4.5.910.0.5"(200ppuMIN 62 16.0" 16.0" 9.0" p.S' Ib.O" 16.0' 6.0" 5.5' 12.5 ].¢" ID.9' 9.5" 9.5" 3.5 59'S0"]2 110 160 135 7.0 160" 135`B 5.5" JC31U 5 %. 95 60� 3 5 395 OS" ] 0 ffoXV 15.0" )0" 59' SW ]0 / 45 / � 90" i!" ] Y 65 10 ],5 BS JO�55T j 0 )5• 55/� 30 i,. %5 ]5' 3.4B 4.5° 3.5"200 W/ 3.5• 16W 16A• 6.0" 6A° IB.O" 10.0" 11.5' 11.0" Ifi.O" 1�.w 16. " 16.0• J.0° 6.S 11.5'9.5"lNSE0.T 6] 8"]O° 5.5" 36.0. 18.0' 0.5^ 9A" 1I0' 11.0` O]• 1].0"'6.51].0•'6.5 4.1 ).5..5.EMBED R 16.0" 16.0" 0S° 3.5" 16A° 16.0" =.0:: 6.A 31.5" 9.5" ILO" 9.5" 4.5' 4.0"0"i10 (2000pN MIq CONC) 16.0" IRV .0' 9.0" I1.0' 9.A_ A..S" 4.0_ 5.5• 8.0' S.U• ].5" 3.5• 3.0° d5°260 9.5• ].5" .0• .0" DW ->.5• 3.6^ l.0" IS' 5.0" 0.0^ >.5- 3.5• 3.0" 4.5° 5.0° NOTE. -S" SPACING CT CONNC 2M Se OUTSIDE Yv3tI1N1(1y y� Sf CTION%LEE SPACING "YYY �K sL.�p. O _p' N'06F,(iV D O O >Vj ND PL-ON6549 =L: f INSIDE 3 OR Q4 HEAOER2 LL R I%F.E SPACINGI�T •, STATE OF YIOE CLOSEST TO OPFNING{SS' :•zIoNIOF.• / ANCHOR SCHEDULE SPACING. '//"I, IqL, E�G, i ]) "II OMBINATION ]�S TYP. 1 COMBINATION 9 / COMBINATION I G I I,, TYP, P SITYPI NOTE. "S" INDICATES ANC11OR SCHEDULE SPACING. SPACING DIAGRAM FOR C} & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY ^� - C4 CONNECTIQ'N TYPE USING PIECE (ID OR @ WITH OUTSIDE ANCI ORS ONLY ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHOTTEA SPANS FOR SPECIFIC LOAD 3) UST BE LBMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE 2. ENTER ANCHOR SCIIEpULE BASED ON THE EXISTING STRULTIRE MATERIAL, 3. SEE MOUNTING 4. EXISTING STRI BLOCK OR WO' ANCHOR TYPE CONNECTION I C... ECTIONI S. ALLCCONCRETE 6. INACCOADANA LENGTHS SHAL FINISHES. ]. WHERE EXAM VARY. FIELD W MEMBERS IDE NOT 9, WI B"a OCF HAVE PMIW PS 9, BAH IN HEAD(51DEWA DESIGNATESAI • DESIGNATES AI NUT OR WASHE 10. MINIMUM CONE 11. WHEN ANCHOR DET/ULS FOR IDENTIFICATION OF CORRECTION TYPE, INSTALLED TO NON{RACKED CONCRETE ARE NOT ACCEPTABLE USES. ABLE BY REMOVING MACHINE SCREW 1:r 10 �I M ANCHOR SCHEDULE- CONCRETE LCONT•)_ rz COHN TYPE CORN TYPF "M /� ^' �•"Y ANCHOR lP p CO3 TYPE CON TYPE CON; TYPE' NI PEON CI C] [] [1 C5 [6 GI C2 Cl' U CS C5. CI Ci C] G [5 'Cfi C. [2 Cl .0 .6 C6 Cl 'C1. CJ. C4 C5 Cfi C1. Ci Cl.. u CS' Di i/16'pW TAPCON iL WI)N GB 160" I60 160 I6.0" I60 NNE, 60 160" 16U 150 135" /60 160 60 l60 BO BO" 115 125 160" 160 1fi0 Ifi 0'. 1610 l60 160 16.0 IOU 140 16.tl 16.0" Ifi0 16.0' 9A„ B.0 �O CIEMBED RBY9p. Mlry '_ �fi.4" ISO 140113.0" if U' 1fi0 I6.0" 1fiU 90lo BO° 115 135 310° �95 55 95 55 BS 160' 160 145. UO I6.0 V160 160. 16.G 00 B.0". It:O° 13.0 11.5 l00" 65 6.0 )3 0 LJ ONE II 5 OD 60 J I y! IIO 1fi.0"16 U�B.5" 10.5"I3.0"10,5^ BO' s.5. 4.5°SS BS"'9.0" ).4 4.5" 4.0. 1.5^ ).V 16A"160 65' S.6•i0.5111Yai 3 L'n•9s sn cc 1.5 •n• oc° ANCHOR SCHEDULE_ HOLLOW CONCRETE BLOCK I MIN[OUl p!lrANCF 1.1 ] ME !p0[pIrtANCl LOAD Ii2anU094-4' SY#R1 VP i9L FveIU VPT917 Q. awl YPSv.9-10' SP[w.lR124-L 5pPj%VaT9J2L0 o ARCNOR IpcN G CONN C2 TYPE ! Cl C4 [5 CI CONNTYPE I. C2 CON. TYPE CONNTYPE COXX TYPE LONNTYPE 1/4•ITW TAPLON WITH 40 LS" ]5 JO 30'i15 'S0 SO CI G CS Cl u [3 G Cs Cl C2 0B C) G G.S. C9 1B0.0! C, U C3 d 5 310R [5 JO [i C3 ,Q /4-k.ko 50 4 3 S70O . L0" 4�0/ / >0' ]!O"'Q.040 4S003 I P FnBFD 1L5•Il5 65 65" 115 BO" BO / )5- 45 •6 ,,%�f,' 113"IIS 60" b0 11,5 BO -BO r �/% )5 '4.!' @ 90" 90 45 40" 90 65 60 /////// %% /// 90• q0 40 ♦0' DO" 93 6Y ]3 ]5' )5 %//i//r / ) 5 // 6.5 ♦5- 4i 1/4 MILLENIUM MILLTAST ANCHOR W/1-Ip'ENBFD 4B @ 14.W140 I05"105 60 40 1.0.. �0 105 65 !.• 90 Y45 5! 40 55 ' ,,,, 150 115i 1 U 1�5 90 60 90 56 I6.tl L5 lO S. )5 105 BO 5D y%// 50 100 50-I�0' '60" 6'0 40 //i // % /// / I15 15 6 0 r //// ' 310 S.O' S 0 % / v / v 5 I ISTANCE 1 MBN epOeolpAx[e /A' ALL -POINTS SOLID W ANCHOR W/)/B•EMBED 6 Cl. U 1 Cl G CS i [I C] [l G [5 I Cl. C2 [3 G Cl I CI'. 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EMBED 48 fit 16e 160 160 IOX 160 �160 16.0 160 Ibp 160 Ifi0 Ifi0 I60' 105 95 I55' 180 160 160 160�fQp' I60 125 11.5 I60 l60 10.0'- BO )0 100' )2 Ifi0 Ifi 0•I6,0 �155 160 ISD 160 ip5 9;9° 155 115 t)5° fi5 55 BO �Cx�RD- 310 I60 Ib�j0.09D I901i5115 65 55' ]5 13tl 10D 55 4360- qq��ff q]5%Ifi'fw-ULTAACONW/ I00 4B 130 I60 100 55 45 6e 160"13,; 135 Ifi0 12.0 160 IOo I60' �55" b.0 45 ).5 60 1fi0 12D B5. 100" 55 45 fi0 22 3V.- I.. EMBED -62 .i 160 I60.---).5 I60" 9.5 . l6e )0 140 -2B 95 136 55 50 BO 65 6.0" e I'D 85 ES %/%///i50 55 vn 47 1' MLX [en[ DHPTAMCB CI C2 C3 C1 CS CI C3 C3 C9. CS CI C3 C3' G C5 s125M5W/2•EYEWAIL 18 Ifi0 I60 10.5 160 16.0 ItiO 65 65 Ifi0 115 I35' IO 3i )5 ABHOR ].BeNT W/3 EMBED �, 62 �3 I60 Ifi0 Ibll T.5 lbe fi.5 [T.TI60 60 160 I5.5 12.5 160 �f35 50 40 15' 105 35' )5 90 >0 'B D' fi5' 30 % S0" D2-�- 110 1t5115 '9.0 35 )0 VO'/ KF 30' !6.0' \ti\\111111 3Y��.UO 4,. 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Ib0 169 160" 60 55 IfiA41fi0 100 :].5" 35 IeA�' MIN THREAD PENETRATION 6i 150' 16e 65 ¢5 lbe I6tl I60 IS 10T U9. 11S 105 251. 35 60' (. 72 16'0 1fi0 55 5 A 1§OT!160' 35 95 100' 95 tl0 25 20 50' d f(�1RffiLs 110 15,.TY 35 0'T 9p 90 00" 20 20 50. 75 80 20 %/ 4D• -Ij 30B ]5 60 2p �� 40 )5 fi0" 20 /// 16 ]5•' 60 30 / 40_. Y195M5 ili WC009[IIEW dOWFgS IB' I6.0'ISO 95 9�5' I6tl I60 16'P' 60 55 I6P'110 I15 ]5^ 35 70Y 62: 16.R Ifi0 )0 85' Y80 40 150" q5 10 9r 60 ]0 35' 35 lS p'WI 51 l/P TAPPER WR 1.3/1'MIN THREAp 72, 16.0 l60 55 5' 160 I30^I15' 35 35- )0"' QS 53 30" 30 3.5' PEREIRA 1DN 1 o®E 110 10.5 !00 l5 Y" fi0 6.V 55_ 20 20 155- 50 4.V 2U" / 9.5 2W' 5, 15 20" /,/� A5 50 4.5" 20 W111 3.5" 50 4.5" 2.0• 2.5^ ANCHOR NOTESI SEE SHEET 10 PoR ANCMOTfNOIES. �F�O.125' 0 LIGMT-N-VIEWWINDOW N.T.5. SABIC PLASTICS SLX1431T- uo-sann r RECTANGUTAR / WINOOWA55EMBLY rEDGE OF ACCORDION SHUTTER BLADES D RECEIVE ASSEMBLY) BLADE W/ RECT. WINDOW I3 N.T.S. EMERIOR ELEV ROUND WINDOW ASSEMBLY EDGE OF ACCORDION 5nUTTER BLADES 10 ROUND (1) BLADE W/'ROUND WINDOW 13 N.T.S. EXTERIOR EIEV 12• MIN TOP OR J .003°�— I81• -{ ---v�-- - PER EV .020• 3 13 RY OTNER BLADE-� RECTANGULAR WIN N.T.6. EMEI T-. n -� Y SIB• .L— -- (INT.) (SAM ... RE 195' 1. ANGULAR WINDOW NOTES: THE RECTANGULAR WINDOW SHOWN IN 5(131S MADE FROM GE XL10 LEXAN WITH 015• MINIMUM THICKNESS,W 2. j MME FOR RECTANGUL WINDOW MAY NYLON 6 OR POLYCAR60NATE WITH A NIMUM MICXNESS OF 0.161'. ATTACH BLADE WITH (6) IN 55 SCREWS 09 P LTS WITH NUTS. SECTION A -A s RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV %Pn STATE OF 13