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HomeMy WebLinkAboutSET UP-INSTALLATIONm TABLE 2 SPAN SCHEDULE _ALLOWABLE FOR UBE WITHIN NE HVHZ HVIQ HVIN POsrtnE PosrtlVEwWD nvt¢ WIND LOAD 11NDW1iNp, HEOATWE DE6XaN WNH CEMEHIMTES WWOLOLD WHO UN.7E 2.) Aly LOADIPSFI U -0:0!'� TIC(iG. �0) B l-•1 LOH 2" tm• IEB• 1Y' _ 2B0 _ �81 IBB' 1M' ]0.0 -T Ill' TEE• 1s0• 132' 12= 15Ty- _100 -WA 1'A' 13]' Ipp'_. Bia _ 12B _ _ 130 I mri _123 thtHOWix• 66.0 _ 121 _ 12B' 113' -in_ TO.B +ta I2Y _ ___1m• 2fiA ur tar m.p us• In- 12V N.0 TIT 11W w0 Ilr 11B' Ur 121' es.B _L_nD'__ i1r MB• _05A i IOr 110- 11T 1100.-� 106' 110_'_ _ _11.0 t03 ns0 I05 10I• 1264 '. 1oi. -'-i6e. 35A m• two- -TNia m• 1G5.0 pr I00 by 6B0 N' r lir 2e 6_ 1i06 1B0 r- IB50 TY 1mD -- Ta tP00 99• 3NA N' .8 ACCORDION SHUTTI FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 2 MINIMUM SEPARATION FROM GLASS FOR USE WITHIN THE NV - POSITIVE FROMOtAsb MIGH PRB33LWE IPBFI 6RUfTEq SPAN N:TANATJONS WIIB STAHATIO NyABOVE WASOVE GLACE GMOE Iw.l IN) N.3 Im, 1 fi.T• 16' Fm 3A• T,r -.. ea a.3• r m f00 AV td 130• 1r AV tY 6.T• 28 IRA' fi.T' 16• 60' 10• t.t• BB' 39' -I t.r 13B• aw ]A• m 12V 1P 1 AV 1%, 1 6r AV m' AV I.r W 1P IV m 1N' AV 2.7 131- W' AV 63' 30 tr 20 M' BP; AV I V 30- P0' - 136=� m' I W BI' -rU' AV 0 LT' W 3A• 2.r . 116' 1 AV AV 1P IV iflVV _ 111Y ].3 30• Pff 10 3_ LL- 120 •• FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABU C ON SHEET 6113 TABLE 1 AND Z NOTESt 1. HVHZ: DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN 'ACCORDION SHUTTER SPAN SCHEDULE- ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, 3. THE 6.5 SYSTEM MY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED, FOR EXAMPLE: IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE L ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE MOST STRUCTURE. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. MR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SMALL BE USED. •• FOR BURDOUT MOUNT MAXIMUM SPANS AND PRESSURES, SEE TABLE C ON SHEET 6/13 SCANNED BY St. Lucie County TABLE4 z ALLOWABLESPAN SCHEDULE CT3 A9F M ESIENTUTFACIUTiE3 ONi.Y =A P091TNE DESIGN PP[%UNE IPBFI S�PN1R NINWUABEPANATCN i FfWYGLA}N WSTAILATMIN9 IROTALLATI@A3 i]YAROVE wABIWE GRADE GRADE IN.1 IN.1 Em.. fie• IA1A' '- 16 3.1- I iw ]U' 1 2r tar Be• xr 1N• fiA' 3a m 6V tI• -pp_ _ar AV Lr_ iN• Sr zm 12T Al. AV t32• 6A' SI' 1N• fi.B' or w Br 11• 1.P w 11' 1A. 10 A1• 2.1' w' ].I' Zr AB• fiB' 60• ]0 p0 21' N• 3r 31• fir=_.-' _0P 13Y 3.1• _ 3.V 1T'AV 0. lY pB tY E6" 31• _ BB 1r AV 1r iw• 1>• m• aa• Ar ar 110 m• zr ix &' 1r 1d' AV 110' A2' 3.r 120 e]• 1r ig _ w _ St' ] B• TABLE 3 AND 4 1. NON-HVHZ M"I-DAL ]. DESIGN PR SCHEDULE PRESSURE! 3. NOiSEPAW INSTALLAT THE HVHZ 4. THE 6.5 BY OUTSIDE C IS FERMIS! WITHTHE S. UNEAR IRA IN 'ACCORDION SHUTTER SPAN MUM A11DWA6lE DESIGN TIVE SHUTTER SPAN. i IS REQUIRED MR 4ES'1 THROUGH A OUTSIDE OF TO MOUNT TO OF THE SLAT f SHIMERSIMS IS GENERAL NOTES: 1. THIS SYSTE 2. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330, 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALLWIND ZONES IN ACCORDANCE WITH ASTM E1996.09. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITEIEIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd . 1.6 WAS USED FOR WOOD ANCHOR DESIGN, 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY, FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd o0.65 SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9, ONLY BE USED INSTALLATION WITH THEPEVALUATION REPORT APPROVAL FOR THE SAME SHALL PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 10. THESE APPROVAL DOCUMENTS ARE ADMINISTRATIVE BE APPLIED BY THE CONTRACTOR PROVIDED THE 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. 21. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE. THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEATED BY A LICE SED ENGINEER OR REGISTERED ARCHITECT WHICH DETAILAND JUSTIFY THE DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRAWING HIS/HER APPROVAL. 12. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FISLLOWING MINIMUM TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 203 202 & 203 FLORIDA PRODUCE APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 14. ALL BOLTS AND WASHERS EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE SIREN H OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 S052 ALUM. ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LACK OR BOX LOCK AT CENTER OR SIDE CLOSURE, 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE DIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REMO ABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10°. 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE yaml ION * No PE004654P TOP TRACK PLAN II N illVIEW LOCKING MECHANI: TYPICAL PLAN TYPIC SHUT N.T.S, BOTTOM TRACK 23. SHUTTER MAYBE INSTALLED WITH UP TO (2)AD DITIONAL BLADES OF SLACK %^/ L7 OHEAVY 2—LEG WALL LITE 2—LEG WALL S SCALE HALF SIZE O SCALE:MALF 512E ISSES & FELT GROVES ARE OPTIONAL ON 655' .Il 1025• .875' 2.195• 1230' K2195"—� ,µ.oryo } O. Vo -- .eJl• 10s• 1 : If 1U5" 2W 06 15U..1 .HJS"± TYV i615" 4510,. .Y 111119• t LO `, 1 L105" � I '1YF ml m 4.510• 7 ILL (� g SILL ADAPTER EXTENDED EXTENDED SILL ADAPTOR SCAL E+HA L F' SIZE D EXTENDED SILL SCALE -HALF SIZE SCALE HALF SIZE SCALE HALF S12E 994. a Uu3" 30225 314" .1a3• J03' %0 }F I in 414 V" i2Y. y AEV .043"� rr_I'^-^III 9UR :US4r Y 0.2,. m 1b25" 069" gem 7 S)TYR 6.8 SLAT/DLADE SCALE HALF SIZE 4 slr U6.8 STACK CONECTOR SLAT/flLADF SCALE.. HALF SIZE 14 CE11.1140, HEADER/SILL SCALE: HALF SIZE 16 RADIOS CEILIIJG HEADER/SILL cALL. HALr saE ;m. O.H5' ME HEAVY HEADER/SILL/LITE HEADER/SILL SCALE. HALF SIZE SCALE: HALF SIZE 621• A60' 12 MID SILL ADAPTOR GALE: HALF SIZE I6b WALL SILL SCALE: HALF SIZE 3 m I �I if'125- \ j S. MAX. \ q SCALANGLE E: HFLF 512V _ _NYLUIJ WASHEN NR ALUI`IIIILIM UIYLUN Husllulr OPTIOIJALI JII14 k R-3/4" IIS Hl S.S� INSERTS 6EHEW W/ INC. TCLH-1 ACO TE COATING IRA- IIYF TOP L SOl TOM) NYLOPI buSNINC W/ Y/A`vI1ER: MW0 x 1/1" (N INTERIOR JOINT TOP T/1b.z x 1" 10 TNT ER TOR JOINT NO IUM EI1NLI, CAI4 bL USED ON E.XI ERIOR 24 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE (29 2003 6.8 CENTER MATE SCALE. HALF SIZE 3TSv� Z ORN, 010-24 TliuMb �� 7 SCfl EYI� YVIIL W 3 �+ Lc L n n62' p� In p IrVjl J —III 020 RECESS SILL FOR USE Wild SCALE: HALF SIZE AND 9 ONLY 21 SLIDE ROD SCALE. HALF SIZE rr'290- 35]' 2]6' d N D6t' �L I!ILJJ .137' 2g BOX CENTER INSERT [ALE'. HALF SIZE 1978.. R36' IS u .284 Nor .16U• IJIDI• .O62' :o Oyl MALE BOX CENTER SCALE. HALF SIZE STAINLESS STEEL \ ASSEMHUL.Y 3xOP OLE �050' NYLON WHEEL 1.100" ,Z40" 1 YP. AT EVERY OTHER INSIDE JOINT AT TOP - ROLLER ASSEMBLY Y 22 SCALE: HALF SIZE NDIE @RAINGUARD 2g SCALE, HALF SIZE {— ( m lf E�] ind1 ^; K., 41 oV1 222'hI 062' 176' y2 FEMALE BOX CENTER yy SCALE. HALF SIZE STEEL 5I AINLE56� 5500' x 13/16' WIUE.4R0• STf[Li uT -� HEAD S1 YLE VARIES 3U J 38 SCALER FULL SIZE _�__ SCREW x. : _ 1 4-2OK1 OR 5L/I6-16.1 IA�CFIINE SCREW OTMNLESS n ( /1E"Q' INTfiRHAI. STEEL 'SLUHf.Ab 'y fYr}.6R9• PDwDEN mAIEu, xlNr mau;* C/JT-SCREW IPISERT' i SCALE. FULL SIZE — SECTION A neua uonEl oO e yg T-LOCK ADAPTER zouR• NOUSINIAL MlbjS (OPTIONAL) C3g) AOX LOCK s[ALE: HALF SIZE -� SCALE HALF SIZE yq 2XJ AN SCALE' �IEYg6iW� YY\\\\IIIIIIIIfI 09 No PE'0046649 :_ __ .•' •I P I O_ •. STATE OF BE KEY OPERATOR OUTSIDE OR THUM UEO INSIDE. I, BRASS PUSH LOCK V✓ SCALEHALF SIZE y4 INSIDE CENTER MATE SCALE: HALF SIZC END STRIPS SHALL BE 910 IORX u OR PHILLLIPS DRIVE SCREWS, HANU414HIRIED ONLY. K �• 8 I - LDsn' • ti p54• 40u 406 40c END STRIP 1" _ 2" & 3" EXT SIZE 125' SCALE: HALF SIZE 4 7 FASTENER R 18" O.0 IUSE AI4Y ANCHOR SHOWN IN ANCHOR SCHEDUI.EI EXISTING GLA AI. OF TYPICAL PLAN VIEW SCALE 3" . 1'-0' — dl EXISTING —MI V, 0.062'• THIC.KS063-T6 .UM. ANGLE I" x 1" Mlry. - O 2" A 5" MAX, IANGLE LEG 3 IAY BE NE V ERSEOI ASTENER CO IF -O.0 IUSE ANY 13 ANCHON SHOWN IN ANCHOR f1 13 SCHEOULC, 1" MIIV, EUGE GIST PHCf 1„ TO S N12 x I/2'• GALVANIZED BOTTOM OR S.S. SMS. 3/16' 0 ALUM 1/4-2Oxl THUMBSCREW INTO POP RIVET. OR /4-20 THREADED HOLE LOLA fEU (N MACHINE BOLT N NUT 1/3 SPAN TO 2/3 SPAN FROM LO Itl, O.0 BOTTOM OF SHUTTER FOR BLADES 5B'-3" USE TWO THUMBSCREWS ON BLADES > B'-3-, ONE Lm 1/3 SPAN EDETAIL G DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM NTER MATES OF" BLADE, T YP¢AL. FOR LDCBING SHOWN ON RANDOM SHUTTERS, A BRASS PU51'I LOCK C3 $ MAY BE SUBSTITUTED WHEN USE WITH CEw YERMAI'E P24 AS SHOWN, RECEIVING HOLE FOR THUMB SCREW MAY Be 7/16" END STRIP SCHEDULE / (INSIDE) p SILL 1 I 1 I � p N 1 USE W BRASS PUSH 'LLLI,J LOCK OR III s/I>-,n TFIUMB SCREW IN10 THREADED INSERT AT A1/3 SPAN TO SPN FROM BOTTOM OF SHUTTER RECEIVING ,IDLE SHALL BE MAXX WIDTH. OF' TOTU 1" Q HEIGHT OUTSIDE CORNER CLOSURE CTYPICAL CC) DETAILS WO/CORNER POST — NIS �f�FTffd]TSI �Sar.cta ® (OUTSIDE) — etD•wYxYABP R uNRoPl N oR Rem r•NioI fD e Ln V o Y INAMOIN In. STRIP scneOULBDnwNAwWwu HORON4HE SURNORSCHEDW! a YWPR .x NIE �- 22'' N E009659 (INTERIOR) gg�`g�dlt GI DJI`et� : .W71I �Pn . TATE OF z W4 —l/4-2C THUMBSCREW (EXTERIOR) INTO CENTERMAT ES 1/3 WUJ a�;,ai u Ca TO7/3 SHUT TER SPAN RECEIVING HOLE y�V: SHALL dE H U3/tl" MAX WIDTP w w Dye :J 10 "' HEIGHy. MULTIPLE SHUTTER ASSEMBLY HC I / sf[FnO 5101Y :[HFDUIf�E FOR FAX SPAN WREN''eQQ6 / / 1I51ML t0a, tOD UH 40c �`�'t p IS TO END STRIP DETAIL \ IHAND-IIOHI'ENONLYI. Na^ j5 '' 0' ANY TRACK 1`L_�RIRj,L F' .'SCREW BOSSES. IN GLA65 �[ UBE 111 BRASS PUSH LOCK yy!k D1y Ill 5/I.-Itl THUMB Yv S[REVI Iq;O THREADED { (j INSERi IiTI AT t/35PgN SILL,iINaB -j y 11TIOM OF SHUTT1ER" (OUTSIDE) TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS- WO CORNER POSIryfJs MULTIPLE SHUTTER ASSEMBLY I� NTS /.=1��� SCALE: J•• l•_U•' I� 2 FASTENERS EACM ANGLE - OR 2- Ln" ALUM NI/B" A LUM ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE xl: SMS, TABLE A Iml VPESSVREV5 AlLOWAELE IENGRI' E3 INY IBr n nY nr °2 11r In• 93 II9• BF, 102 Ilr IQa' 120 IN- _ T1T 10 —9T ll• - 200 Br Y C2 CONNED REFERENE SCHEDULE SPACIN6- Cl II III 1 EDH REENC SCHEDULE SPACING - ALTERNATE THRU BOLT 13/16"9. ALUM POP Vol RIVET OR xl2 SmS �!VQ �INFIAT �} CI CON14ECIION TYPE REFERE[Nltl"OL.ITYP) USE MALE OR FEMALE LUCK-SLATT L--. IT/ L-' GLASS CC(73 TYPICAL CORNER CLOSURE. DETAILS N T S TA PSF RN-1 WB/O H WIWOTH EY R IOT ISTT B3 101- N 93 I S lr 101 9r 10Y in 0- In - IN 21• IOr °Y 91• 3"S RIVFI OR "LV ON 11A-20 LOTx BUL I I YY.1. 311. 1 ALUM POP ALUM. TUBE RIVET OR x12 SHE I.. uL,"';,, uOtiJ-- ALLUY� `S L IEl1LL"U � , FOR VIE. 9 FASTENERS EACH ANGLL 1" .2 � .93 6U6a-IE aL1IM. -THREE 3/16'0 ALUM AII6I. L. I I P PRI FIVEIS OH ly WHET; R I2 SMS, TYR. VV2"V 118 GR 2" - I" • 13 ALUM, aNGLC USE MALE OR FEMALE x1: C1:4 YP TICAL CORNER CLOSURE DETAILS FO i MA (OUTSIDE) SIDE CLOSURE OPTIONS SCALE. 3"+I' 0" OR DOOR EXISTING CONCRETE; BLOCK OR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE. IT v V- 0' STRUCTURE W,/NUT (eT 112"; D f'YIR`owua BA BMS:[dFfi:' D.0 ITYP TOP-0 OOTTOMI* O: %O •._ STATE OF j" ANGLE TO TUBE CONNECTION 2" . 2" z .12S" 6063-T6 ALUM. TUBE ALTERNATE BUILD OUT MOUNT SECTION SCALE . 3". f- B" ACCORDION 511 ER PER PRODUCT APPROVALfl WI; APPLICABLE AT TOPm u AND10� X v FOR BALANCE nDal', WITH I% MIN PSI MI HENTAND2W SEE TABLE C FOR MAX SPAI1 GE Pla"CF, iERED WITH 3• SPACING, TYPO BUILDOUT MOUNT SCALE TITS 6 FOR 6SE, LSLBINL :PACT— run il•ni �� OR Fl�ila p0 p W o l''i Y GLASS fC 11A� u Cl CONNECTION TYPI f)R DOOR -- DO qF Tau L OR DOOR 8 FOR GYNL w In REFERENCE ANC ~>If Of Y fOR Ilvn} SEIAOtE 1 I-W SCHEDULE FOR MA) SPACING SHAAHIL2 TOO,Nih Iw,F ([ - 33 0 1'TO YiN. YPMAIIW 13 7M.MW0 4 10; A55 '.XA(I�.On SPu DOLT L(UTl12"OC. ON CLASS a H12x1/[ 2P wN XNYIn V ,UPARAIIM Y12n1/2'SMS12"0 ECi (P1'Li" £"I . UP3/M rtl- G. vi 11R 3/16"W ALUM. POP RIVETS Lw fi" OA. UP 1/L W vuI HIVE IS(N 6"U( ES ALUM POP RIVETS OR I? O,C, OR I/A "0 ALUPI. PUP RIVETS /` M 11 AND 2 (til 12OL E.5 / 1/4' MAX. FROM PIN AS'SEMbL Y 1/4" MAX, FROM PIN LAND IU- ASSEMBLY GLIIOE T6 BUSHIIJG WASHER II YP,) m� 1/2E 112" _ TYP. DO - T WASHER MI IG ITYP.) GLASS / /2 v2 TYI EXISTING CONCREIE £ _ - - 4 CONNECTION TYPE OR DOCk- '"J T' BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX, / FDGE REFERENCE ANCHOR SPACING AS SHOWN SCHEDULE FOR MAX 4 CON14ECTIO14 TYPE IN DIAGRAM ON PG. 10) / DIST. SiEFERENCE ANCHOR P6. 1 / - SCHEDULE FOR MAX w 3 CONNECTION TYPE INPDACING AS IgGRAM ON PG. 01 SPACING, . FH NA51ID W W REFERENCE OR BOX EXISTING CONCRETE, B CK AINC FR S N T R o .� SPACINGS FOR MAX RACK AIVC HORS NOT REU'0 'SPACING ALTFASTENER BLOCK DR WOOD FRAI4II i ® LOCK ANC FRONT T R WITH I'InS LO[MIDN Cl CONNECTION TYP / 1j 'BACIt ANUIOIib NOT TIED'U /'� c REFERENCE ANCHO I/L"MAX fRGM I p I N.,IDE MOUNT SECTION SCHEDULE FOR MA i PIN GUIDE I WITH t]l15 LOCATION \J SCALE„ 3". 1'_ U" SPACING ( BUSHING WASHER O INSIDE MOUNT SECTION I\IJJ HYV1 A SCALE , 3"a V- 0"l\NOTE.FOR DETAILS A,B,D, AI DEON THIS SHEE THE BASE TRACKNIA'( UE INSIAIT,LEpDIN SECTION '� AIMINIMUM OFPTWO SETS OF AINCHOiAS AND ISCT AN TYP. BOT iOFI MINIMUM OF 12' LUNG. THE SILL OR CEILING TRACI EXISTING BLOCK On EMBED / CUP STRUCTURE S" MAX 1/4-20 MAT IY W/NUT Ca I NIS SHE IW TYP TOP_. ITYP.) EXISTING CONCRETE , j 4 SpgpNG B WOOD FRAMIN({ EMBED. _CT BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE. 3'. V-0" BLOCK 0R WOOD FRAMING EXISTING T STRUCTURE 4 CDIJNECTION TYPE C,2 CUNNECTON TYPE W/ EXTRUSION 2 DEFERENCE A14CHOR EM�IE O. �5 CONNECTION TYPE W/ E%1RUSIUN �1 IL SCMEUIJLE FDR MA%, W,L SPACING r SPACING AS SWN - S 6 IIJ DIAGRAM ONHOPG 101 4 16 I 3 4 1 W - l i GL 55 E / OR 000 S`F IAbIE } 13 M W fi I' ••I On x 1/Y SIT EL 12' IT C, DR 31 TO 'UM YPpAiflAIIHON t V• Lo O W W "7 DO,, POP RIVETS &6- l X/IN 0..� 55yy r�(CDI[R1i�AyIJT dL OIy00 13 ii `�^ ORI/4"O ALUM POP RIVETS C. 12"UIC £ rt LASS fIR IJOEIN--� fABICrG Lfl2 ROD SO 1A(II X',SS Ill.-2U 6S. MACHINE —SF�IGLASS b— y oLL4 VAND U 6FROM pJN 12 LW i NUT ( (LASS N ABGEMBLY 1/2".. 112, GUIDE GUIDE 12" )t __ J R (TYP.ilIJG TyP. WASHER ITYP.1 O % M_AM FnOM PIN GuIDF TO BUSHING T 4 CONNECTION TYPI y' G WASHER 0 YP I EGG' REFERENCE ANCHOI •n �' 6 ? EXISTING CONCRETE, US SCHEDULE FOR MA, BLOCK OR WOOD EXISTING CONCHS SPACING AS SHOW of,J _ _ _ _ FRAM114G RLDCK DR WDOD PRAIaIF '4 CONNECTION TYPE IN DIAGRAM ON PG. REFERENCE ANCHOR 3" . 3" x 1/4" CONT' / .� 4 CONNECTION TYPE 012 Y 1/2" SMS 0 12" SCHEDULE FOH MA% 6UY3-T6 AWM. ANGLE REFERENCE ANCHOR U.C. OIV 3/16"0 ALUM. POP 6' O.C. SPACING, ALI. FASTENER LOCA'I'1014. FRONT AND (MAY BE REVFRSCD SCHEDULE FOR MAX, SPACING RIVETS W OR 1/4"e gLUM P BACK ANCHORS IJOT REO-D AS SHOWN UASHEO)-- p WALL MOUNT SECTION RIVETS Col 12" O.0 O CEILING WITH THIS LOCATION / INSIDE MOUNT SECTION SCALE . 5"+ 1' 0 SCALE . 3". V- 0" oX N xx U L L2 CONNECTION TYPE W/ EXTRUSION 2 i 5 CONNECTION TYPE W/ EXTRUSION 41 REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING OE WALL/BUILD OUT SECTION SCALE . 3". 1'- 0" m FUN &B, EINIIAL FqI II1rFS SEE MCI A A FOR INRI set IA6EE 2 EXIST111 ULASS 4WR MrN: YEhARANLW IO STRUCE UR UMI 13op._ n. UDUR N w u 1/4"0 ALL PAIN r SOLID iw•1] w'UiN \~�� SET ANCHORS WITH T/B" MIN — Y EMBE EMBE DMENT IN '- UT L2 [UNCRETE OR ' 1 BLOCH, 3" MIN ' SPACING ANU J DISTANCE. p12 MIN01 - ED olsi, 1 Fl.'A�X . FkOM PIN GUINf j R+G WASHER ITYP.1 GLASS rl TWO V4"m WOOD OR DOOR NIL LAG SCREWS, 24 MAX WON T ON2 1MREA THREADED RgiIOIJ e•3. M.IN, "T" INTO CENTER OF SINGS EMH "114 SM5 (01 MID SPAN BE We EN 51 U05 PON TRACK TO 1"a 4" PLYWOOD& IUBE CON14EC1014 STUCCO FINISH n 12 1/4"p AI.L 55 F;OINTS SOLID ET ANLIIUNS 60c 3-TL At bM TUBE WITH %'E. HIN EMBEDMENT IN Im5 OC HAIL 10 BE U5EU WHEN STUD SPACING LUNC.RETE DN f %CEFDS 1NE IRAX. nLLOW ABLE ANCHOR SPP C ING. DODCK, 3" MIN SPACING ANp 3 WALL MOUNT SECTION THIS DETALL MAY piy TEaIG[E >4ALE 3". I'- 0' ALSU BE USED E%6TMG Al TOP SI RUCIURE T LEG DIRECTION 111-20 1216063-Tb ALUMINUM MACHINE BOLT W/NUT ANGLES PER BEAM END, LN Ir 0.1 OR SI2E PER SPAN TUBE SCHEDULE 414' 3/4" SMS 6" O.C. -- SPAN BE /IrSCHEDULE PER DESIGN ACCESS HOLE o w 6 1) j 16 Dim �UI 611A t3 M [ 1 WA Itl -,,�Yo W aJ J BOLTS y, FOR ) W 1 J11MbFRu HIE ) ' O 'N NO SPANTNBESCHEOULE ALLO'WABIENBE NUMBFAOF HLVUtFA� �(�]W�ULRTAT$D /.NCµH f�T TUBSIZEE SHSV µIA 8PAM THRUBOL S . Tl:1Ci1QbR10A 12 - T BOTTp1A TOP BOITpM TCrP BOTTOM (�y TUBE TUBE TUBE . TUBE TUBE TUBE TUBA ) B0 12&V 185Y 3 1 2 2 8 r )• YASY. 0.12n• - 90 3BE ,IOB_P 2 _2 B 3 T' )� In BBB' BI A' 2 2 a 3 ]' )• 00 150.1- 17.0' x 2 2 3 A' IN TiB1 0126• W 11l 1261• 2 x B 3 Y r 1R] 102$ NUT R 2 4 A IP 1C 60 138. 18&OF 2 2 3 O Y >• VEB•8 0.126' 08' ' 13&Y 2 3 3 8 r 10' 123' 11BII& A• 181.8' x 3 N B 10• IY 168. NOW 2 1 3 4 Y IVa.1W6' r.IVF Po• �. 2AJY 2 ] "lli.P 3 J _ B IV t33• 182.Y Cur - [ _ is v `YTeTI n31FGtii FSfi(IT`96� ., } SPAN ILI PER DESIGN -'"- SOCCULT / _ .1{"� 1/4-20 MACHINE BOLT 11 1216ubi-T4 ALUMINA& W/NUT UR 12'O.0 1•' arv4LES VCH UEAM CND. OR 014F 3/4"SMS Ai aE PER BI'aN TUBE 6"4C. I\ SCHEDULE ACCESS HOLE ..J `-ALT LEG DIRECTIUN f.-UBIZ'iYx17/'00.3 a3'if/�' ANGLES MR 2'x5-&216-BEAMS. 2. USE 2'US'Xl/4' ANGLES FOR 2'N8' & 2'A10' BEAMS. 3. USE. BEAM SCHEDULE FOR DETAIL 3. 4. TOP III BOTTOM MINE MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBS MAY 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 ANCHDRS� ANGLES AND BOLTS WITN THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABt�DE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOTALLOWED. T. ALL BEAM AND ANGLES TO BE 606346 ALUMINUM. EMBED MAX, DESIGN LONO. a 71 PSF rj BEAM SPAN SECTION p -ULASSj f o SCALE 3"• T- U- IOR ASIM MTNIA OR DOOR EALLUf5 SEC Late I A 13 D N FOIL INO2 SEC FACT[ 3 M " EXISTING WOOD HERNIl1. YPAHAlIM1 IU Y TRUSS OR RAFTER 1/f" 3" 1/!" uLuse55 % EU 21 MAX O.0 1' 'A EXISTING FINISH MAX. FROM PIN GUIDE 19ATERIHL 11 TO BU5111NG WASHER (iYP.I T' 4" n w Ill" TILE MYPJ U BE / IN FEE ALUM. TUBE W/ IN FEE I, W INISH MATERIAL 1/L•'B WOOD LAG SCREWS WITH I-3/4" 3/4"PLYWOOD MINIMUM I HREAOED — 1116 l A325 GRACE THRU BOLT Cry %" 0 [ PFNFTR. "T" IN WOOD (ptI L_ OR 511E"m A325 GRADE THRU BOLT EB IV' OX EACH RAFTER OF TRUSS, DAILY. OR S.B. 24" O.C. MAX, WHERE 5 6 TUBE EXTENDS BEYOND 3 1/4"N ELCO ULTRACON TO C014LRET E/LMU LAST 1R155110RE 1 HA ` 5" nE W/1-1/4" MIN. EMU 6". EXTEND It BE TO ON 1/4"0 LAG SCREW 9"1) C W/b)/B" NEXT TRUSS rJ JG COHEREIE, s BLOCI\ OR 'RAMING SEf R SCRD BASED MIN, EMB. -IN WOOD SG- 0,42 10 0.5% / .', 2" • 5" • 1/b" CONT AEON ANGLE 16061-T6) 1/4-20 S.S. MACHIIJE 5CN E W 12' OX.N BETWEEN TRUSSES WITH 11/'a ACCESS MOLE ON BACKSIDE OF TUBE OR M14 SMS (N 6" B.C. MAX. IN BETWEEN 'E OF S1 RUL TURE IMP% DESIGN LtlPG. T2 P.SF 1 PASS TNRL1 DETAIL IS IMAX DESIGN LOAD a T( P.S.F.I 0 I 1 2" F , • ANGLE 6063-TIE ALUM WOOD W/ THREE SCREWS WOODLAO S[NE W B WITH 2-3/4" MINIMUM "I" IN WO EACHP9JNETR. FTE IN WOOD QB EACH RAFTER OF TRUSS. 24 •GLEEXTE WHERE LASTT TRUSS MORE BEYOND THAN LAST TEND MORE THAN 6". EXTEND ANGLE TO NEXT TRUSS. ti 8 GR "' -on apir rKim u� h ✓'ul E Tea zv _ ,Ix \ m 210 /C'0 IAPCON (It24' y O.0 WIT11 1-1/4" MIN \ YNA MIN. 6 WO04 ANCHORS �OI ALCEPTABLE k ` GIST ` CIRECESS SILL DETAIL V 4" NAG. FSOH—f_� PoN GUIDE 10 t 1 GUSHING WASHER I D YPI T t TYP D01IBM PI IYP. SECTION FOR SHUTTERS SCALE: J _ 1'-0' OR 1- 'atK LNf "ao wnAJ OyN OR /£ EXISTING EXISTING HOST STRUCTURE OO STRUCTURE WALL MOUNT SILL DETAIIM%ISTING FINISH SCa LE O N 0" AiERIwL ODECORATIVE FLOOR TRACK DETAIL 4-INTERVALS _ SCALE SCALE 3'. 1'- 0" .1196'.1IN U e IRM U yqf SEE DETAIL �I J' FOR ADDITIONAL INF01. 1T TOP 6 BOTTOM - - FA57ENE'R 1N EACH 4" CUT SEE ANCHOq SCHEDULE BASED ON C4 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE MOUNTING 14114. OF Iwo 1,1 TYP, ALTERNATE SECTION FOR SHUTTERS SCND 31 - I'-0' O RADIUS H AppER MOUNTED PARTIAL LEVATION SCALE: 3' = V-O' WASHER IT' u"k. E38. 5 vw BFU^ rvvYY VYYVV V' T AT INTERVALS T EukvE LEE UCl au. F a, 9 I iA t ANCHD0. ICN) 2.5`Mlx EDGE DISTIL. SWNYD CONN C) LZ U o6'0" TYPE G {5 U soeA4 uo CONK U. C3 Gl TO B'-e" G CS [6 Sp2R4 uo CONN Cl CI I C) To Il'-0" TYPE U 1 C! U U4' OW TA CON OR EIfA ULTRACON WITH I.3/4' EMBED(3192PN MIN CORR) IT MRLEXIVN MIl1FA5T _15 62 72 1BA: 360' 160 16A" 160' 16.0' 16,W 125120' f00" !By 95' "1.0. 16A"1g5160160"6.0 16.0" 16A" 125 I6.d' 5' f51604 mw- 10.5" 65^ IO.d' 7.0" 1.0 Low13.d' 13.0100'11.0"I0.0"SO 95" 9,0" 15.5 VA" lb.d' 9.0 B. S" 4.0 6.0 40"BO / 60 p 5' SO % 90 9.9i 7.0_, 6.0" 5A" SAY1/P 9S" 110 I00 4B 105 )5 i6d N_5" 6tl 160'16.0180•IbM 60 53 ��/f// B.S., B6 50 Ifi O"1BM B9 T5. 7.5" 60 160"&ID 4X- / / , 105 4.5" IOd 6.0" 5W 110•M51g5 7.5--6.W )S fi0 / 65 WITH 1.3/4EMBED(J2)5p0 62 16d 164.'1l0"12.0'16.9'15S 1B0"160"BO 70 12011,0100"90 50. 10 56 75" MIN CONCRETE) 1/4• ElCO CRfiEilEXS w/2'fMBED(3350pR MIX pONC) 6�tUL0Ds 71 f6M 160"1Y5 95"16.0"fJS q.5. 11.5' 6.5 6.0 9O.4. 6.5- -. ]0"IA-///4.5 __. 6.5" I10 300 A6 6 )2 110 IStl 85 56.W' IfiWI&V lfi 0 16.0 I1.0 5.5" 16;0" I6 0' 16.0' 601, r 16.d' 1601fi016 I56 9.0' S.S. Yf 16.0" 14 5 0.0" BO' / 16.0" 1B0 11.3" 90 56 18.d' 16,W Ifi 0. IS,O" BO 6S N.G. 180"16.0°13.0 Ifi 0" 12Jd' )5" 56• 16.0" Ifi.tl' fO.M 4.0' // 16.d' 10 0' 6.0' M 1 " IBA 0 S.0" 4.5" / 18.0 i6d-M.Y 12.V 6.0' b.0 5.5° 16.d' 14.p _ 9.0" 65- 16.0" M31J l2 0 ]0.0' 59" 16.0� 5').0 10 S' ... 0A° / IO.d' 810 _..r___. i0' B.l,•IIh BS S 0 4.W BD 0.5 9.0" 3--5' 11A•' 9 6' 6.0" 200 10.0" B.0•' S.0" 1.0" B.G. B.0" IO.tl' e.0" 9A" 4.0" 5.0" fl,0" 10.d' B.0" 9.W 4.0" 5.0" 8.0" MIN voile DUTA 1/4'1• IT N -3 ELCO ULT IT CII WITH EMBED( 192PW MI3/1' � EMBED (31W MIN ONC) BEO (3193Id MIN [ONCI f(�- CI R C3 U [5 [6 Cl C2 T] G CS CS U Cl R C] G CS Cfi 4B -62 R 110 10,W 16.0" 16R' 14.0" 16.V MW 16A" 14 CV LS" 45" 9.5' %%/. ).5. S.5" 1.5" %/// 16A_' 16.0",6.0" 16.0•' ).5" S,U" 160" 16_0" I5.0. _8.5" 16.0" 16.Y 15.4• =.5" S.D" /%%/ ih'S' /: 4.5" I� nj' 16.0" 13.5" 9.5" 4.5" 5.5" 0.0" 9.0" ).S" 4.5° 1H' MIIlENNM MILLFAST 4B 16.0" 16.0" IJ:O" U.0" I6.0" 13.5" 16.0" I6.0" B.0" ].5" 16.0" 9.5" I1,5^ 11.5" 1.5" J.0" ).0" 6.5" WITH 1-3M" EMBED (32)50 MIN CONCRETE) �_mzam- 63 73 116 300 16.0" DID.- 10 5 55 16,V' 160•' WAS.-. 45. 9.0" 8.51 I6,W 10.5" 11.0" 15.0" 5.5" 3.0" B.5" ').6" 7.5- 4 5 // ) 0 1 0 /// Ifi W 6 0" / -_9=' 6.0•' /%/ 11.5" 6 5' 55' li 5 S 6" LS" 4.5" / r 4.0" / r/ ).0 6.5" 4.0" / 6 5° S.5• 55• 5 5 1.5^ 1.5' r 4.!• LOi 1/4'AWPOIXTS SOLID -SET ANCHOR W/)/0'EMBED B 1'34 E E000 DYlANC[ CI Q I Cl G CS'I U I Cl 1 C2 C3 fA CS C6 Q C2 I C3, CA CS U 1/4.20 SS MACHINE SCREW I I (3000P mtm COXq fit 16.0" 16.0" 6,0" 13.5. 11.5" 1.5• 40" 9.0" S.5" ).5" ).0" 1.0" 3.S" •� J1 110 IGO Ifi.O" Ifl_0" 16A.- I0.0' 9.5" 3 5" 5.5'_ 3.0' I8.0" 6.0" ].0" 0 5" 10.5 6.0" sF I1.0" 5 0 ].S' �/ L5° / B.5" 3 0" 1.5" i.0° 6.0'; So. 5.5° 3.0" 3.0• 1/4-ALL-POINTS SOLID -SET 3° Him EDGE DISTANCE C1. C2 C2 U CS .Cfi C1: C] C3 C4 I CS C6 Cl. C2 1 C3 G C5 G ANCHOR W)7/tl'EMBED6 40 16.0" 16.0" 1fi.0" 16.0" 16.tl' 16.0" I6.0" 16.0" 14.0" 11.0"116.d' 16.0" Ifi.O" 16.0" B.5" ).5• 14.0" 42.d' 114 205E MACHINESCREW (30Wpsl MIN COHC) 62 16d' 160' 160150'160'16tl 1fi0160"100 90 15 d'13.5135115 6.0 55 ]0 90' •� 73 ILO 160'160 1fi0"16.0 130130 BO 70 160'16M IDA"1l0 I801SD 10, 90 6.5 5y0 )5 T110 65 F55" 12,; B.0 90 5.0 B5�90' i.0 IS 55 ]6 65 BO'' 65" 700 6.5" >.6` 4,0" ].5" 4.5" 6.5" B.5^ 3.5" 4.5" 6.5" �8.5" ).O" 4.5" ].S" �d• 6.5° Hop -IN 3-5/S' m. E EDGeDISTANCE N E Cl C2 G CI CS U Cl CI Cl G C9 .Cfi Cl C3 C3, U CS C6 wl1/4O20 SS BOLT AND v EMBEDOSSBOLT 1' EMBED (IOOOgI MIN CONC) qB fit _72 110 ]60 Ifi.O" 16 O 110" ..5.5• 16.0 I6,P' ILU" r///// 12.0" 9 5 95 //,%l/ 9 0 50 To 0:I5�0" IE 0" 8.5" /// 12 5 e3 9.0" 11 0' ]OT 5,5° 16y'! R.5" 60" / LS" 6.0. fi5=° S.S• 19,0. 10�!" O _Y.0' 5.6" E.5• S.S• B_d' >.0" 3.M 1/4-POWERS 55 DROP-m W/1/9Q055 BOLT AND - 2 t SLM2E DI AMCE Cl C2 G U CS Cfi I CI 1 C2 n C4 .CS I C6 I ClI C3 1 Cl T C4C5 C6 IB I6.0" 16.0" I6.0" I0.tl' I6.0" Ib.tl' 16.0" 16.0" Il.tl' t0.0' Ifi. M. ' I].0' 19.0" 6.5" 5,5"I BD0 9.5` I- EMBED(300D, MIN CONC) 62 111.0" 16.0" 13.0" 1].0" Ifi.O' I3.5" 18.0° Mltl' B4O" ).0" 10.3. 11,0" 9.0' BA^ 5.0• 5.0^ 7.5. ^ Iy�•� = -R 11O Ib0160'105 R0 115"60 GS 55 I!0"1]S ]0 90 130'INA )5 65 SAW 6.5 r// / 9S // / B0 / Y.S S.S S.S ]! BO_SO" 60 6S' 5.0'T 6.!" B.S" 661 2• MIN EDGE DISTANCE •12 SMS W/2•EYEWAM OFT C2 C3 G CS C6 Cl CI C3 U CS C6 C3. CI C3 G CS C6 ARNOR NSERT W/ ]' EMBED (2000Iw MIN CONCI qB 16,0•' 16.0" D.0" tl.0" 16.0•' 3.5" I6.0•' 10.0' IN; BP' >.5" I6.IW 9.9 1a.9' 15.0" $A' 4.5" 9R' 6.5'• fil J3 110 2D0 16.0" 16 0 135 )U 1fi.0" 1fi 0' 135`<6 55% 9.5" 9 0 9:0" 7 5 90 Ifi.O" 16.0' B0 -96° 10.5" S.5 60 3.5 IfiA" 19 5 BS ]0 ISO"5.0' JO 55" fi.0" JA 5.5" I S / 12,5" 9 0 4! 33 ].5" 6.5 �0 3.! I0.5" B S ]0 >0 9.5" ) 6 55 5, 6' 315" 3.0 J,5" % / j 6.5' I S 3S ]S 6.9' 1 S" JS" 35_, 4lD SMS W/ 2J5' EYfWALL IB Ifi.O" ]6.d' 16.0" I6.d' I6.0" 16O` 16. " 16.0" 11.5. 11.0" 16.d' N1.0" lb.d'. 16.0" J,O" 6.5• II.V 9,5" ARMOR INSERT W/3.5- I6.0" I6.O" 13.5" 13.0° I6.0" 15.5• 16.0" 16.0" B.5• B.0` I6A" 11:0` 1].5" 11.0" S.ST 9.5" 7.5" 7.5" EMBED(2000pN MINCONC) - - _62 )3 110 16IT ]fi 0 160"11010516.tl'135160160"_)d lfi 0" _._ 6 5 6 0 10 5" 9.0 __ 4 I d 9.v __. �:5 65 9 0 ITS 5 5' 9.5"11.0 6.0" _ 9.0' B.5 ].5" a5". 3 5" 40'6.0 ] 0" 9 5" 6.0" 5.0" _.._ f00 9.0 7.6" 31" 3.6 4.5" 5.0' 9.0' 7S" l.5" 3.0' 4.5" 5.0" 9.0" 7.5" 3.5" 3.0' 4.5• 5.0" *.; NO P4F0w6S09 TO f OR © HEAOER7:8LL T'. STATE OF NOTE. "5" INDIIfATES ANCHOR SCHEDULE SPACING / Q6 COMBINATION / 1' COMBINATION 7 10 COMBINATION NOTE: "S" INDI�ATES ANCHOR SCHEDULE SPAC1146 SPACING DIA RAM FOR C3 & C4 CONNECTION TYPE: C3 CONNECI'ICTYPE USING PIECE US WITH OUTSIDE ANCHORS ONLY �4CONNECTION TYPE U5114G PIECE (0) OR ® WITH i 4rvoe ...n e ANCHOR NOTES, i ON�SALUE) 'LIMITED TO 2. ENTER ANCI 3. SEE MOUNTING SECT5�1N DETAILS MR IDENTIFICATION OF CONNECTION WE. 4. EXISTING STRURURE MAY BE CONCRETE, ASIM C-90 HOLLOW CONCRETE 7. B. 9. BASE ANCHOR AANDI HEAD (SIDEWAUK 00 ® DESIGNATESANCHO S DESIGNATES ANCHO NUT OR WASHER WII 10. MINIMUM CONCRETE IL WHENANCHOPINGT SHALL CONCRETE DNS WHICH ARE NOT ACCEPTABLE USES. ARE REMOVABLE BYREMOWNG MACHINE SCREW, 15 ARE AS INDICATED IN ANCHOR SCHEDULE. 10 11 ANCHOR SCHEDULE: CONCRETE (CONT.) G rr LOAD $PoOl i�o CCA To 6,-0„ -3 I MIN EDGE DISTANCE BwnP UO Tg B,B,• CONry TYPE" 5pana UO To 13'-0" ns.9eiv-4:'O: 3.1/0" MIN EDGE ,99n9-ge79,@:-B•• DISTANCE spao. uN u•-n•• S ANCHOR Ip111 ITYPE G CI CON X TYPE CONNTYMB CONN TYPE ON TYPE = (( l. [i C3 U CS [6 Cl C3 U G [5 Cb C1 C3 C3. G CS' C6 C1 'Ci CA G CS CA CI Q CA G .CS 5/16" IEM EMBED (289RL WITH 1-3/A°EMBED (iB99pN MIN 63 62 160" 16.tl• 16.0" ]fi.0"160'I60 AS.& 16.0" 16.0" (16.0 160 Ifi0 16.04 160" 15_0' l3S' 16;W' 16A" 160 Ifi.O 105 95 15.4 Iq 5. I1SW 16_0" 9A" B.0" I1.5" U.5" 130"13.0"65 55 ).S'30016016,0"16016016.0"�360 16_0" I6_D' 16_0' I6.0" 16;0" 160" I5,0' 1q.0_' I6_tl' 16.0" 16.0" I6.0" 9.0" BA" 12. 1 W CONCIq- >i I6.0"360 1gOT3.0"ifi0 f6016tl 18.0 90 00 )1.513P Ill- 9.5 SS 95 5.5 BS 160 I6N'IA513016.0"160 160 16.0"I10"95'Ifi.O"150 US 13.5°'6.5" 6.0" ).S 0 O! 119 16.0" 160 8.5 i].S" 105' 12,0" 10,5" 9.tl 5,5" q.5° 5.5 B.5" 9.0" J.5" q.5" q.0' q,5" ).0' 16.0" 16.tl' B.5" ).SY 10.Y' 13.0' 16016.0"90 I1.0" 9.5• 5.5" 8.0"lia'13A q.5" 6.0" B.5" 11510.0"55" 5.0" 6. 9.0" ).5" L5" V.0' V.5" 300 9 ].5" q.5" 9.0" q.5" J.0" 9.0•• J.5" q.5" 4.V 9S° ).tl' 9:0" ),5" q.5" q.0" A.5•' ].0" 9.0" ?.5° L5" 9.0" L5° ].5" 9.0" ).5" 9.5" q.0" 9.5" J.S° 9.0" J.5" 4.W 1 V '4.5" 5/IY ElCO ULTMCON Wrtx _q8 I6;0" Ifi.O" 1fiA" 0 16.0" Ifi.M' 16.0" I6y0" 16_0" 16;M ISS" 1fiA° 16A' I610" I6.01].O" IS.tl' IByO" 160 16y0" I6.0. 16.0" 16.0" 16.0" I6.0' I6,0" I6.0" 16.0" Ifi.O" 16.0" Ifi.O" 11.0" 9S I3,5" 16. 1.3/4'EMBFO (350ppil MlN Coup fit ]] 160"160 Ifi 0' _ -- I60"1601fi01S0'160160 Ifi4"160' I60 - -_ 160"16.0 130 110 Ifi.O tfi0 ". _ MO 13;Q )5 65 BQ'. 11_5"Ifi.O 16.0"160°16.0"1fi 0"16.0^16.0•I6.0 -_. _ 13_0"I3.0"16.0'I60 t55 110" BO•. )A" 0.5' 13.5" 110 16.0"100° 95' .8.0' 110 UO I6 W'16.0 I00'9013A 150115 115 IO.M 60 50 6.0]00 IOA 85 55 6.p•'100"16016.W'ibO BS' B.Y 50 5.0" B6 160' 16-,V l6 N'l60"I6D"160 90 13.0°155 12S'11,0" A-0"110'9.5`IJ.S"18p t5p 11.0")p 80 ).tl't1.0" 200 9.5' BA 5.0 -'re, 5.0' B.5' 9.Y. B.0' S.0• // 5.p 05° 9.5" B.0 5.0 /. 5.0" 4.5 10.5 9.5• 5:5 /�/ S.U" 9.0 20.6 B.S.- t/<• PoWENS TAPPER! W/ 1q/Y MW !DO! DYtANq 3' MIN EDO! DISTANCE 1-3/ MIN [I C2 C3 G CS Cfi Cl C2 C3 G C5 fb CI C3 C3 G CS G Cl C2 C3' G` C5. C6 Cl G )EMBF0(3..L. CONCI qB 16.0" I6.0" 10.0' ]0.0" 16.tl 10.5" 16.0" Ifi.O" 6.0" fi.0" 16.0" ].0" Il,tl• 11,B" � / 6.5" �� iP' M 1fi.0" 160"1 1 .0"lolvu�L O'12tl 10,0" 1" 16 tl'lg5 16A 180 " 160' q Ij4b)9 BSi4•IOU G [5 16A"1N G Cl Ci C3 " 6yS' 50 G 6.0" CS 10.0" C6 90>0 " 6455" ' - q5 65" 50 q0" ipSS 9,0" BS ". 4Y6 % " >d• 6.S' /// q.0' 5.0 J,S' B.5" q.0° 5.0 /.p". ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ANCHOR Ile ITW TAPCON WITH 1-1/1• EMBED I%P UcoULTMCON WRN 1.1/1• EMBED /V MIf1EN1UM MIWAST ENCHOR W/l-1/1'EMBED /q• ALL -MINTS SOLID SET LNCNOR W/ ]/B' EMBED 6 pQ0 SS MACHINE SCREW •-0 /Ifi° ITW TAPCON AL WITH -3/4" EMBED /Ifi• EICO ULTRACON WITH -1/9• AHEAD Il� ES: SEE RRE . CMON IO ONO SMEET 11 BLOCK 2' MIN EDGE DISTANCE 6_-0:' 596XE4e.To 6_-6" 591➢14E7¢31'_4� t� ANCHOR AD WAD COME, TYPE CONN TYPE CONNlTP6 s•� CI p p G [5 Cl I p p G p p 1 q 1 q G I C5. 1/4• MWERS TAPPER* W/ 65 15.5"15" N'S' 1.0• 1 ...P506S"'' EME us4.5. sa•Ls'L ) _110 10.5• 10.5 " /.]3"° /!L6)3 ID oo s �)/s./0•" �e)/s_0/•" /O1J/.0/"" I133N5W/3'ETEWLL IB Ifi.'16.P OW Bd• 0.5. ../0'10_I. SP1i1-u1 1]./P5/•/.D 5S0P/S'•'"r AMOR INSERT W/1-I/4' 63 II.PI 5 0" 4]6P 72 12.P 12_5 5.0• 4.5' E. [NERO //,r ,,%% OO 0]0 ➢.5� ]A' rl'// ANCHOR SCHEDULE: GROUT -FILLED CONCRETE BLOCK F" C AN.R LOAD f�N A^ MIN eD96 DISTANCE S�Syo MNNTYPE CI C] TV 6-4 . M I G CS iEB'L}SP-121-B-' COMNTYPB CI C3 IM G q $pips Up To 13'-0" M.MuPE CI 1 q 1 q 1 CI . '[5 5/I6' OW TAPCDN ML W/ 2.1/4'MIN. EMBED 48 16.0" 16A" 16.0" 16.P 16.P 16.0" Ifi.O" Ifi.P 16.0" I6.P ID.P I6.0" las. 9.5" iss, 62 15.6" 16.J' 16.0 I60' 16.W" 16.P 15.0" 13.5° II.S" Ifi.P 16.P 16.0" B.P ].P IO.P g� _ )1 16.0" 16.0° 16.PT�5.5' 16_P 18.0° 16:0• I0.5° 9.5' I55_ I65' 12.0 t35' 6_5' S qqq �%yj 200 1].0' IO.P 13'TSp' 60 I3.0' I0.0. 5.5• 4.5" 6.0^ 12.P 30.P S.Y 4.5• 6.0" 9 5/16' Fl[0 ULTMCOM W/ 1B 16.0° 16.P 13.P 13.5. 16.P 16.0" 16.0° B.0" ).P 16.P 9.5• 9.5^ /// 2-1/4'HIM. EMBED 63 73 16.0"Ifi.O. 160 �I60" 9.5^ ].P B.5" t6.P ].P p0' I].0. Y.5' 11.3" 9.5• S.P / S.0". B.P 6.0• 6.55- 5.33 �� 6.0` ,� / �" j 3^MM 6006 [E CI C3 q G C5 CI 1 C3 C3- i C4 I G C5 I C1 I C2 ICY G CS 4B 13 LO 160 160 160"160 115 160 160 115 IO So )5' 65__60 4p" 105 ]5 ]5 160 Ifi0 16013.5'135 ]0 I80"160 I55"I60 ]0" fi0' 65 50 40 65" 160 15"-105 125 90 135 '80 10" 3.0% l.5" ]5 56' r'3.0' ARMORS W/2'EYEWML ARMOP INSERT W/3'EMBED-63 Nam=✓./ -mo- t ANCHOR SCHEDULE: W004 (G=0.42)_ 3/4' MIN EDGE DISTANCE `+PPll �ES9.43. S"n, Up To 5'-". 5' 33 UP113W LOAD MNNTTP6 CONNTYPE WNN TYPE ANCHOR ( CI tl tl . Gq CI. q q G M ClI q.m 1 C1 la 1/4' IAG SCREW WITH 1.3/1 jL 16.0- Ifi.O' 9.0" 9.0' Ifi.P 16.0" 16.0" 6.P 5.5" 16.0- 16.0" Ifi.P 3.5" T.S• 10.0" MIN THREAD PENETMRON 62 16,0` 16.0' 6.54 6.5' 16A" 16.0 16A• 4.5" 13.5- 11.V IO.S 2.5•. 2.P 6.0" p )T Ifi0 16P $5 SS__IfiW 160 160. 3.P -4.P 35 100 9.5 80 25• Z.G. 5.0- N--4491A'+ IIO IS D• 145 3P JO 9.0 90 BO 4.0 30 SP )S 60 TO"// 1.0' V200']560 iP VA 0.0 -TV TA ).P 60 30•/ ; 0 E14SMS 14WOODSCREW 48 I6V 16.0" 9.6" 9.5" 16.P 16.0" 16.W' 6.0" 1.5" 16.0" IIA" ILS" YS` 3.5" LO" D Q ORI/4' MWERS TAPPEA+ WITH 1.3/4-MIN THREAD 6T- 18P 16.0.70 6S 160 11 I50 4.5 10 9.5' 80' 70 35 2.5 4.5' 72 IbP IDP 55 5, 5° 160 110 1I5 )_5 JS )0" 65 55 Z0_ 3.0, 3.5' PENETM ION D®. L10-mr-o0 25 JO° 8A 65 5$-2. 30 35" S4 IS TO_/% T.5' 2D0 5.6 45 3.0" /�� 3.5 5.0 4.5" 25" 5,0 4.5 3.0• //. 2.5" ANCMOP NORMS: 5EE SHEET 10 FOE, ANCNOfl NOTES, e-�Caq� V IN .ow W „C I (LT-N-VIEW WINDOW N:L N.T.S. SABICPIASTIS SL%1431T-U~8 RECTANGULAR INUOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 1.560' R 6.600• WINDOW BLADE W/ RECT. WINDOW 13 N.T.5. EX ERIORELEV ROUND i BLADE W/ ROUND WINDOW k.L3j N.T.S. EXTERIOR EIEV f-2:210'-j 12• EDGE TOP 1�.020• P T-- yj rvo � 1 LIB• VIC i -- PNr.7 (EAT.) RE 145• 1. 2. .355' SECTION A -A RECTANGULAR WINDOW %QY N.T.S. E%TERIORELEV BLADE - IT-N N.T.S. NYLON 6OR POLYCARBONATE WMH A NMUM THICKNESS OF 0.161'. ATTACH BLADE WITH (6) 04 55 SCREWS OR STATE OF HIM