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HomeMy WebLinkAboutProduct Approval lit RM MErAxamm DCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us i SCIS Site Map Links Search tj dT b"' ' 1 Product Approval -- USER;Public User PnNRrct Anrrtm.•pf Meitit>Pnrtur-a7Ap1Nirlti?p}y.;jie:Yrrf1>ArOficblion Lis F>Application Detail .. r' FL# FL13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived l Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com. Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E-1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. LRl Validation Checklist-Hardcopy Received Certificate of Independence FGi3757'RiG tOt, fhdepf::odF' Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect E 131, 75?_R��S3ui E4l1aL:�Sif X57 R6 Eal11v' entiiv? Lff Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 .Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi 1975' Q II DW41 o'slf• Approved for use outside HVHZ:Yes Verified By:Frank L Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable span/pressure :fl -3757 16 AE—E5a1'k:[lif combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:Yes fU3757 _RUT nwa7odf Approved for use outside HVHZ:Yes Verified ByCFrank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable span/pressure .fit 1.,3_5,7. R6 AE--'EUl Mrd. combinations and.additional limitations of use. Create'd`by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No ,FL1375Z_Rfi'it bStirri :DdF Approved for use outside HVHZ:Yes Verified By:Frank L.'Berinardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R8 'A[ 6lyia: anchora0e,etc. Created by Independent Third Party:Yes -H— Nckt S$hAct tk::760181a1r$w ard,laIlliassee kC'i3,M,ef]pno;A50+ge7:t8y4 The.State of Florida is an AA/EE0 employer.CdnvCnhl7007+70ji2o F Pd'-U.::,VfyA9:,4(,{tupi1t ,'� wsti}}Itikyfitittr;rtM.rit::Ri^hlncr S2'atement, Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic 4n4i).to this entity.fns(ead,contact oe office by_phone or by tradi4ianal mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,efroc jk',October 1,2012,IkenSaar licensed 6rufdr Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you area licensee under Chapter 455,F.S.,please dick hem. Product Approval Accepts: Credit Card Safe __ `ttttl !II1i FRV+,u.M3nnuco,v Et; 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ ��.�- GENERAL NOTES: ..__.................... No.P.Ep0466.1 1. THIS SYSTEM HAS BEEN.TESTED AND EVALUATED IN ACCORDANCE WITH;THE.FLORIDA BUILDING CODESIXTH cDTTION'{2017},FOR USE WITIiIN AND OUfSIDETH£HIGH V£LOCI7Y;HURRICANE ZONE�.AI4D 7HE-INTERNATT NAL BUILDING CODE'(IBQ AND INTEINATIONALRESIDENTIAL CODE UNLIMITED WIDTH b (SRC),THIS SYSTEwMEETS MISSILELEVEL"D"'Arx 7NCLUOES ESSENTIAL FACILITIES AS IJEFJNED IN O STATE OF �.V z aSTP1 E1996-09,SEE PROD'UCT=£VALUATION REPORT FOR MORE INFORMATION. �:.SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 1 FZ,ORIOP W mo o .DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING.CODE.PRESSURE - ',," "• """'��011l ii u 'RECTUIREMEPITS AS DETERMINED IN ACCORDANCE WITH ASCE 7"10 AND'CHAPTER 1609 OF THE +'J !C51x�nw Ch�,] 71,- -FC011224)A'BUILDINGCODESHALL-BELESSTHANOREppUAL.TOTHEPO5TINE.OR.NEGATIVE'DESIGN I .I : �I I I. j 7//tl;T yi t LiIN wN'�^ISu� PRESSURPCAPACITYVALUESLi5TEDHEREINPOR':ANYASSEFI8LYAS.SD' N. I ! # r j Z_� °�ui�;��15 3. TESTING'WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. n I m 11 Z �tg G 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION'FROM GLAZING RE RED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.1T`I5ACLEP'TABLESY CODE UNLESS OPTIONAL ' i II j '{ PLAN VIEW f u°"iw T CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. I II ,�t N 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 7 I LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a I # o ui w 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 w= I WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 t uv a SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC �.. SITE. N € L 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME 9 PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER • 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE S CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR fL VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM IE t: o H THE STRUCTURAL SUBSTRATES DETAILED HEREIN. i ? I i n'o�p x P It. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL - DOCUMENTS.. P CANQN L2. WHEN THESITE CONDITIONS DEVIkLTE 1R6*1 TH_SE APPROVALOOCUMHURRIE PROTECTI E&"THE BUILDING -. eorroM a OFFICIAL SY A LICENSED;ENG7NEER.O RAE-GISTEREUt4ENTS BE. TRACK D ARCFRTECT -PREPARED,DETAIL ANDATED ]US'T"lff THE G� DEVIATION:'AS A.CONDITION TO THE BUILDING OFFICIAL..GRAI< NG HISl/HER APPROVAL.: LOCKING MECHANISM,SEE 3 13. EACH SHITr`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE f_UpWING MINIMUM TYPICAL PLAN VIEWS c 5 INFORMATION: TOWN&COUNTRYINDUSTRIES v FORT LAUDERDALE,FL TYPICAL ACCORDION � MISSILE LEVEL D ASTM E1886,E1996&E330 1 SHUTTER ELEVATION d 'TAS 201.202&203' � a FLORIOARRODUCfAPPRgVAL,NUMBERTABLE 2' 1 NTS EXTEiIORELEV 14 K.S EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A -...MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR :NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACWTIES. aglkII¢ 4 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CON DTIIIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS it c 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN. p-a 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH --' S 30'ABOVE >30'ABOVE S 30'ABOVE >30''ABOVE t F. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL.6E PAINTEDORPLATED- GRADE GRADE GRADE GRADE a�'f.at F'�gp a 22. SHUTTER MAYBE INSTALLED WITH UP TO(2I ADDTTLONAL'BLADES OF SLACK. I °AAA .8 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS'MEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-618' 2-318" iS/8" 99" 3-IrT_ 1-718" 3-518' 1-718" ( I1 TABLE 1: II; tl� TABLE 1 NOTES: 120" 4118' 2 4.114" 2' IGN SHOWN IN ACCORDION SCHEDULE 1 SHUTTER SPAN SCHEDULE ABOVEARE 'ACCORDION TABLE 2NO DEFINED AS MIAMI-DADE COUNTY AND BROWARD CO r ' & " MAXIMUM ALLOWABLE DESIGN PRESSURESII! °� AT EACH RESPECTIVE SHUTTER SPAN. COUNTY FLORIDA. WFYAWIIAMxL WW;WfE 2. NMT-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F[oT�� 15-2339 SHUTTER, 'DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN ,.ARE. PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A BELE: - PSF - (PSFl DESIGN PRESSURES FORTHE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". P1t4�.P-4` :a`?I95F. SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>39 - ABOVE GRADE. 90" 7070 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE El ...120' 63' 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43 40. E1996-09. p� •,• � ... .. _. .. . \iii '' lill'FP+NIKt HEtiltaRJO":i.E .€ PRO3ECTION VARIES .}r 0.115"2.874' 4.874•MAX. Ia:oea" N°� Dd4ss4s 7SWa 7 , f o obi> o.asp^ ro 1:708'`. 0.300' �'-1:830' ^0,062' ' )l- �^ 1 708-�-t�-01�00pq v �^' . .00j, 8a 'Q.063' ' go d:Qsn'. 0:070: ;: .. -OTao� .?' a 1—M -----zszo•--- p"ra , � oF � A p 0.195' --1-- PaL rt U 0 63a �' .93 0 m N N 3'f 1 ,;630r�;�; r. .I Q 062 +a+, 0.630' 0.0w ,- 63Cg,,. b.14 r� o64'ef —}0.971 Al 0.143•. " i 1f�. .. �*i r+#Ir�Ir�+ W W •''. 'L C L.. .ry-,y„ i W" 3di7a'^j 0 :tut-1 Im •u I ,:.0:062' p0.. i 1�� QO6 ''. 0.630' y 630 v .+. �> d „ f-F(Q64'.'3 ti. t D062 t I �0 Q W ' ..SUPPORT LEG OPTIONAL.., g r7t D'3Q ^tip”. Q•Q6 21 zX �¢ Q f 745 MAX:.,.ei 4' r1�U89,-F, a.Q62 k'1069`-„ 4p 2,0 W v.�ll w � • ll } L'.45*MAX. ,�^� rr^^�� Lod w ;GUILD 001:`WALL O3 ST4 A' Lif9E GE€UtlG'TSeAC?r Oq STREAMLINE WALL TRACK t. €'HEADY HEADER/SILLt s i;LITE HEADER/SILL J oW w �.J SCAL .HALP S 2E r O 5GALk HA?'F•512G, 'OCAIE'HAVF S'iZE, SCALE:HALF-SIZE '+"-^✓ SCALE;HALF SIZE �✓'SCALE'+HALF 512E O .WHzRE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL +~tl ., ON ALL EXTRUSIONS 0 874'{- t 2 fi55' :e 2.195' _. 0.510 ( 21145' -1.230— n.�. 0 1.229•- 1 I. 'D 1Q5 .0.060• -7777 1 t---2.655" -A : a+ . �::z k a , g .1_ i U. F o.az5� t 1 :4o7s o 1 " I 4 a szo"----� .... . t: ,I i _1 10.494 ' D a44 a _w,. � .. ..• � .. NOTE:TESTED THICKNESS OF ¢' v 4.530' BARE METAL W/O PAINT IS 0.039• Y (7N11 SILL &'., SILL ADAPTER {rg/`EXTENDED SILL �30}EXTENDED SILL ADAPTOR �:; ADJUSTABLE SILLBOTTOM14 6.8 STREAMLINE SLAT/GLAD;. .r SCALE HALF SIZE 'CF�$CALE:HALF SIZE `.�?"$CALE HALF SIZE SCALE HALF:SIZE SCALE HALF SIZE ;F SCALE.HALF SIZE ;C qq 1r 0 060' 0 47T .570 0 Sx0 r`i'd 9 0.143.1 0,341 ' L ;C6. 0 070• .0,245' I tr I� F7Da`--��°.143• Q098"^f �t y (. SI��i.���Bg3 �. '-t �. !*,—T .:i' Uals• .; 0.080 4753" 0.090"ry .D 048`' ugh a 1,.eke• -r[ 4.510' ; G180° "I ...0.080".. { '¢. a;63b' 0 46ts'' 9 mvmrirPe++xL�wwoez Lf�� 0.04a, 0:227`• ... 157-2339. - p NOTE:THICKNESS OF BARE 2.822 - di METAL W/O PAINT IS 0.039" - '-C+145.P -11 S C 6,8 STREAMLINE STACK 16 R'4y 1 0G HEADER/'-':l fa �� n8-?�RTEh, €g "WALL Cliff' 18b HALL 5Lt "SCALE HALF SIZE O 5[>rtG5 HAt;F' e2 "`- O 52nE 7'+A f$tZE' SZALE HACF srZ_ O >: 'E �_1.950" i�l1 11 rrfr i Z�+asaoo Y� , K NYLON WASHER OR 0.12s" 510 -STAINLESS STEEL U ! �I 0.4 0 4Q ,f ASSEMBLY ALUMINUM 0.357 - 4C Ifs.,.. r P.320-0 HOLE ! DOSO` .. .. '�" hQ o ( p bw a. 111.310x2-3/4'410 HT S,S. 0,276 ' . c I OT9 t 'i. INSERTS SCREWW/TCULTRACOTE �—': 0591 ' •WHEEL .��, :0.120 a INTO COATING :M:. !! TOP&BOTTOM :°10.062. t'Tr 'f I,i00 ill}U.24h: _ TRACK / (T� n 1 1 (l1� $TI4 y r �! NYLCIN BUSHING W/WASHER: "P %tS1� {�R p tu m 8�N MAX. � w"�" "INSIDE JOINT AT TYP.AT EVERY OTHER Q,g 0.750' 7/16"0 x 1"0 INTERIOR)OI BOTTOM RIOR JOINT TOP 0.154°; 0.137' f� t:.'� Ur .E �v I V CYLINDER-SOLID BRASS,NICKEL PLATED " EITHER CAN BE USED ON EXTERIOR SfFltftlll}TilZ� 0 '=Ei� 18 ANGLE I HOUSING-ZINC DICAST,POWDER COATED �T wwu g .J(. LER ASSEMBLY { BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�Q g¢w � g :SCALE HALF SIZE y..-'{.SC AL E HALF SIZE NOTE MAY, KEY OPERATED OUTSIDE - .cCCALE-HALF SIZE O S•ALE'HALF SIZE V .0 OR:KEY/THUI•B TURN OPERATED INSIDE. - - �^ wW o".j f--0.250 ,. '' `7 J-SC`A ES HAL1F SIZESH ow„uN W =z ILI '^RO 155" ;w .� .. 1 978 2 125. O w .y RU:505'. 0236 0.286' 1 22.x, 1 6D! 0.26)' 4 ~ . 11 0 500'. 1 0.523` L710' I .. 0 b _ �0 53L" :{.0.790' (Q:0�10" (0314'' '3 :. 3 m o"zso^ I�t !` --rI , y a o a (n Gori T� D.6or. a ' S D118 224 0.239 1 ,ni31, o . . t: - 0D60-i OA96 A..- +L $ a 2.000---� .. % ., 1 0 240. I I ..... 1 I p m X2:750 s . .,1.758 i ry{'. PA 9 27 RS3AAINL:EGUHAAPL-3K-SI'ZE 1 O.D.$ECCp OER.A!'XTti1LF':51FLOOR TRACK 347s" 0.1w iE r . ' D.06Z 0x ... UJHIMAf LCI , 3i MALE BOX .CENTER 32 1 7 E L'CX £EN7� Exu SCALE HALF SIZE SCALE HALF 0;062' x3 g O ' G I S SDD*x 13/16"WIDE ....... 7/16'0 STAINLESS a� / 16T tSTEEL NUT' tt ` 0.188' 5/16 l6x 1 MACHINE SCREW c Typ•: I ! 5/16'01NTERN� STAINLESS STEEL 050.4 a ,j a 5Gaw I�J {~}0.689 POWDER COATED,ZINC DIE-CAST THREADS O � SECTION A xN LOCK.ADAPTER 7 SCR 1Y NSE 1 Tlilllvl CR \-- 1.DSo^� $ 6 DELTA MODEL 2022 _..... 37 38 ;�, Z OOO q¢WY� 8 INDUSTRIAL SYSTEMS •"._ OPTIONAL SLALE ?ISLE SI E.. 5 AT;1; FUt1;51ZE" o ".d. S4. 40c 40b 40c 2 S j. dd) LOCK SCALE:HALF SIZE ry •'�D319 g 35 1— END STRIP 1" It— SCALE xrns r suFSt. —z Doo•—f 12 & 3" EXT �Y 2" 1SCALE HALF SIZE 1,1ip L 0.125:.. �.. a 0.125" tLR,cwtGa3.WJCAiE ::.o.. .0.093' 7 15-2339 D.250 'o � �X7 ANGLE oO,ALT. 1.. Ell 'L...ENp...STRIF1 1,5"x3"x0,093" ANGLE 25'2"x3"x0.125" ANGLE 39 SCALE HALF SIZE �-f SCALE;HALF SIZE SCALE.HALF SIZE G� ;$ SCALE.HALF 512E —v3 ANY ANCHOR PER ANCHOR SCHEDULE @ 18"O.C. EXISTING DIST J 5 ;r GLAZING SEE END STRIiC: SCHEDULE FO',L;Ah6- No A ':ANGLE ,{. EMBEDi" ry SPAN WHEN LEG Q BECfiaaN —f�-I�I 20,40@r 40b tY LD EMBED. z (INTERIOR) e'•"L ., SgrAtG 1!4' OR 6.8"START, �.r S � .IT (MFX. WITH 21 OR Z .� 7, _I MIN.0.062'THICK 6063-T6 ALUM, F •, ^�F- S SX MAX. OGEL ;IC '� : (ANGLE LEG MAY 6ETREVERSED) DISI>. ....„ ... ..-..,:.,.._.; : ..:.. .. . .. .)r ANCHOR 2 FASTEN ANGLE TO TRACK W/ J'I R� Ah ANCHOR PER A f( ')AlUxl SCREWS AT' } c -SCHEDULE @ 18'O.C. a, CORNER T'OP B BOTTOM;AND $ 13 t3"+-•r .. '13 ATTACH ro 6.8 STARTER W/ ,o,D© .� *..+ c t3' 412 x 1/2."GALVANIZED OR S.S.SMS 1 #12 x 1/2'GALVANIZED OR O BE b'`. ..' ... S.S.SMS,3/16"0 ALUM.POP ITYP 1 3!16.0 ALUM_POP RIVET,OR 1/4 20 AL TERNATE END $TF;IP'DE Att RIVET OR 1/4-20 MACHINE o'L III .V E US'E,(1}BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ IB'O.C. BOLTS NUT 18'O,C. +y R1 rL (EXTERIOR) 5156-1E.'LiiUMa SCREW INTO THREADED WITL .6.8 STARTER .AND ANGI..E.',, v� INSERT( y,AT 1/3 SPAN TO 2/3 SPAN SCALE:3^-1'-G"- .-ANY TRACK W/ f o w TYPICAL PLAN VIEW FROM BD'T'fOM OF SHUTTER,RECEIVING END SnUP SCHEDULE ' SCREW BOSSES. J �p HOLE SHALL BE 3/8"MAX WIDTH,UP TO 7 SCALE.,3"=1'-G".. I"HEIGHT. 1'B10(277 "8 106' t15E$t dHASS p€tSt! LOCK .. .1 .. OR 01 SJ 6 1 r.j"S LL.. SCR WI;d�j TYR JL4' LOCKING DETAILS FOR g,.: e0 �',•: + j;SEE END STRIP N. y: T S.1;M,'J TION PA.v CENTER MATES .��+ S.. . .,°. I• '.SCHEDULE FOR MAX +yY . e SHOWN ON RANDOM -- BT ZUT P '- - - " ry SPAN WHEN USING fn- R CE+v)NG H lc SHa4t BE " DETAILS jM OF 5 3':HiO •� 318�t1.t:X.W+OT h UM T y* '' '; 72 I .114 I OR 6.8 STARTER N �$ o AL(2iC +-'--•••— .MAX wITT7 zl oR 2s. of` B' USE APPROPRIATE. u y"' S92 STARTER STRIP TO a _•2tP. FROV.DE CLOSURE �. Fop ,_.. .: BU'.DfN,CONDITIONS, 3� LJ FASTEN STARTER STRIP o S ' d (IN$IDE�p :� :r TO TRACK W1(2)µ10xl- "r SCREWS AT CORNER,TOP xo,2s' n ALTERNATE.END STRIP DETAIL. a BorroM - SCALE 3"=1'-0" aN1l TRACK w/SCREW `"+ , 6 Q.� G BOSSES, �"•", { 7 nC '.I Sj L L x V A L) FOR GREATER SPANS OR LOADS THAN. . SHOWN Itd END SMP SCHEDULE,END Lo LZ STRIPS REQUIRE A I'xl'.090 QIP ANGLE +r+Sa ; � ~ '\ MID SPAN USING ANTANCHORONTNFEXISTING �y tF J 4[r 7 ANCHOR SCHEDULE EXES ENG GLASS 12 SIR i SCREW OR 2/420 BOLT TO EMD SIRa°. Nc?,S, USF.(1)BRASS PUSH LOCH Si5 f11 liRA55?U5H ICIK K o OR 1 6/,6-6 TH MB (INSIDE} y"� DRE�y)Al96 18 ThI1t"xS I {1 l SCR rrl C"TrnFP^Cc0 '�+ ..:. }Ds 73 L{'^K -.•SCREE f G'ri•(RE�DEG A NSti .: y a- !t S£ T- A 1Jg:SP AN SILK 9($1 IcI $Y. e t 1.v5EPT;:t3T 1T)JR aRT.Ah ZD, 1 a 1'/ TO Y+'3 SF"AN RA R_ BOTTSII•R DF"'S'r'iUTTE# ' 'OUTSIDE) / �^a BOTTCM'Of 5-'UTO7ER g$ �LE FI"±itdi3 VIOL SK.»LL BC, _ gyp. fB All W,IOTH LP 7 .. .j`s dig TYPICA.. OUTSIDE CORNER CLOSURE ` •yR•. k DETAILS WO/CORNER POST ` A{ au; (OUTSIDE'... 15 2339:. ;e.511� I.1SE I1!BOX LOCK AT ./3 p '••".....".'c-._..."^'�•M--'^--=c =....,.. SPAN TO 2/3 SPAN FROM �._OE£0£O�T30NL.' k,H BOTTOM OF SHUTTER (9'.-ETA I��1(,AL. tI�SsDE CORi+ER .;P(SSURE; p.am }'d9 . C2. EEA(LS• "J/C�rfJ R PQST der MULTIPLE SHUTTER ASSEMBLY SCAlF,.3.: p .= _O.. NTS gN� i tR.,NK L KR tUPa0.1}i;.;. Cl CONNECTION TYNE �yG"Pf4214J1t)!%'- -.- REFERENCE ANCHOR ,�'`_XISTINC,HOST SCHEDULE FOR MAX / 5TaU[TURE tiN -••� 'xi , _ SPACIh J C1 C•ONNE TION TYRE u 1%4-20 MACHINE BOLT REFERENCE ANCHOR 1 1r1P2• W/NUT' cPi 12-0 C OR Y \ SCHED LL FOR MAX t #ta SMS(9 6'0 C SPACING— f]/2' (TYP,TOP&BOTTOM) -� IoM --- nLLM-'TUBE � J� � ' FASTENERS a :� dT D M - BffG:--T8 ALLOY �M•."J. EACH ANLL.`. SEE TART E L POR SIZE. y t* uU g t'x 2"x V8 I { ALTERNATE 7HRU BOl7 F OR 2"x 2"x t/8"- �. � �t �.__ �. Cl CONNECTION TYPE �� I�1�+��4 X` ALUM.ANCLE a ! �� REFERENCE ANCHOR r•EN CA.A55 ate. rrnn n� ,� SCHEDULE FOR MAX.: SEPARA pwU� a. ggz ;o 13 . I { SPACING ; RERTABCe} t v <t Q m. a. THREE 3/16"'7AL M .•, u ({,� pN9^ FOP RI VE f50 I,I+.. "t.ASB THREE 412 SMS,TYP P i'T' 'OR DOOR '¶I %v;.VI F •'3(L' y.. •Ti :3/16"m ALUM,POPNW�W vF 17 RIVET OR#12 SMS I:j�f q(,r 1-F r W I TABLEA(cc3) (ms*or. trrP) t ' ) PRESSURE VSALLOWA8I.E LFN67}1 MAY USE MALE OR SF 2N0•v 3No FEMALE.LOCK-SLAT D 810 ` M.0..fi r M , C5 C^\N°CT(0,. TYPE 1 CONNECTI,^,N TYPE / �`' 62 130• 388" SCHEDULE FOR MAX i * t lGU F3O Ihi:. t3 ALTERNATE ihiF,L BOLT'. ^� . 10:7.0 3U3Ha�:; 22. 324• 179' nCZ;T.YPiCAL.CORNER.CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR ..r WASHER(TY-) �l�T�a 2 B2 239 _. t)2' J NTS SCHEDULE FOR MAX - I. �y�� ��'a SPACING 92 114• 1 165- �i� a .. ,f yt4 x3rt"SMS[a1 9"0 C f911at 1`'a 102 110" 160' f.. ANGLE TO'TUBE f.ONNEC i IQN SYO': I 109• 1 147- 2"x 2"x 125" n F i 1S8 9T 133" TABLE B(CC4) Exis TING HOST G 6063-T6 ALUM TUSE S, m . �..'200 89' {_ 119• fi PRESiUREVS'NIIH810A�WITH 0 ... STRUCTURE LENGTH5�`'L"M1VJi Cnay -YK •,�. V T .. 2' 0' 31i3k18• -EDGE DISTANCE 3g F £.cKCE A1n`rtC1R m ¢ ' SCHEDULE F 4 MAX � 9a R ....- S?AClvfi i.'.� 6 62 113" 166' -� 3 0C s0 A TENER -,- (� . r -'r° ATE B T SECTION g 72 IDT "IST FUSE ANY ANCHOR SHC'NN ALTERNATE BUILD OUT MOUNT W j a m SCALE 3'-V-0' g 82 101 14T 'IN USE E) � -,„ Td 92 95" :.:'139• 122 90" ...132• tYl1 ,+� ®; _('� . S120 83• 122' /.:' ��'`""_'�i�� ''s r BST' M" 109' LL: " 200 64" 94• .. w`. 'r :n 3/tc RIVET OR q12 SMS s�//fyr� j OLU 60U� T6 (dt 18"OC„ OR t/L'2 i d I ( yzuw . ALUM TUBI TYP N `N MRAR><T1L!€ 3: NUT&BOLT(TYP . ( 4 ra €e..., FER.xf@tE. { .,.3/16"m ALUM PCP a p ALUM,.TUBE ;{ RIVET OR#12 SMS ¢�-; CL¢a �,,, u ¢. GLASS JC U Z m rg8 m18"OC ITYI>J aS OR DOOR -y" 6063-T6 ALLOY C x 5 119 .M m• 1 u M i�}1¢1! 7�S SEE L3LaL_:3.FOR SZE,. ( .2 FASTENERS x c x 'J.M' , O:15 p EACH ANGLE A,.tJMih UM AhCi.F. $'x 2"r. 093”6063 T6 I OPTIONAL ANGLE .INSIDE 3 ALUM ANGLE,TYF TMREE.3/16-0 ALUM 1q -� ORIENTATION TYP, �7 p 5 6• I F POR E#12 SMS, et `� ['. F j THREE#12 SMS.,TYF �--•(.. .. S, �' r, as "x 2".1/8" gNhEEz101i TYPE OR 2"x 2"x,/8•' _ 1 j 1� %IEFF.RENCE ANCHOR pp g$ . ALUM ANGLE 71SCHEfJUIE FOR MAX : IAr�I��a��0. \\ USE MALE OR FEMALE SPACING a9m2t{.,AwLtafti;WAE i; LOCX-SLAT - -- EX15T1NG CONCRETE, 15-2339 �t3. BLOCK OR WOOD FRAMING _ SCAM ( � INSIDE SILL MOUNT SECTION p"OED�=�ON: " (OLITSID_) cE #12 x t/z'GALVANIZE TYPICAL CORNER CLOSURE DETAILS OR S 5 SMS.3/16'©ALuM POP RrvET,OR 1/t20 SO SCALLEE .3"j•1''-0" A CLOSURE.OPTIONS . IDE IDE =U E NTS MACHINE BOLT& NUT (6)iv0C y. 4111 C5 CONNECTION TYPE IT�Iy REFERENCE ANCHOR XISTING SCHEDULE FOR MAX f STRUCTURE �, „21{�S SPACING. _. ,-+ /' S,..... �• ICJ301�.} GLASS ;,. W o GLASS W C1 CONNECT ION TYPE ,f/A-20 MACHINE REFERENCE ANCHOR .f W/NUT @ 12 OC > 1t, ORA - - cr"` OR DOOR j 14. N6 SCHEAULE FOR MAX #tA SMS @ 6 0 C -4 -- 1 =4 a MN =w SP7sLINCi:... t12. ITYP TDP 8 30TTBM) �+.,� Mr1 N d w: GLASS / '�:.1 ry m r....^/2 utm U ,y4 1/4"-20 THRU BOLT W/ GLl.55 4 la #14 x 1/2"SMS @ 12'O CX X 'z H LOCH NUT @ 12"O,C OR RP.d^iATf F F j ti OR 3/16"'0 ALUM POP T:$R� 44 a m vHi S R OA !,� / �. 12 x t/2"SMS @ 12"0 C E,S v F TASLEe Zi- RIVETS@fi`OC OR1/4"0 yI ❑ OR 6 r�+s OR 3/16"0 ALUM POP 4+. /�• '�- - IIX S, � RIVETS @ 6-O..0 E 5 r ALUM POP RIVETS @ 12 O C _ 1 //•� �L ¢.� "R 1/4"0 ALUM'POP RIVETS (I / y-- JN 11 AND 3O � I r - MN GLASS C w f --t" i+ }P4 P7A}E FREh2:d11i uX 'C. LLg..C �p 1/4'MAX F>✓OM PIN ASSEM BL':'— SEPARATION © I c /I': _ 1 :..l,dtZ'TYP' U Si[23G PER TABLE..7ie S ANO 0 u G,U?`yPa $.3115H1t.':. WASHER'(TYP) ❑ L✓+-ww ;�w mNpi ASSEMBLY WASHE•A(TYP 1zum a �I GLASS S/2 VV TYP EXISTING CONCRETE•. // 1-CONNECTION TYPE OR DOOR ,a y 1 . BLOCK OR WOO-+pa OD FRAMING •, CDGE�% REFERENCE ANCHOR I l- N Cp CONNECTION TYPE LxtS, SCHEDULE FOR MAX 2 Iail W w REFERENCE ANCHOR ., SPACING tom- ,y0 5C HEDULE FOR MAX {I SPACING AS SHOWN H C"S CONN CTICN TYPE IN DIAGRAM ON PG S N 'a0R rs OF m -2 REFERENCE ANCHOR EXISTINGCONCRLTC w ❑ .I 0 t; i SCHEDULE FOR MAX BLOCK OR WOOD FRAMING SPACING ALT,FASTENER Ct,CONNECTION TYPE i J2 "ti /^'E U 11rf LOCATION FRONT AND REFERENCES ANCHOR '1.+'""' WASHER T Ptj •' w R. 11/La MAX FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION SCHEDULE FOR MAX.. CES' WITH THIS LOCATION �J PIN GUIDE TO SCALE".3"='1"=0"` SPA NG 5 CONNECTION TYPE n BUSHING WASHER INSIDE MOUNT SECTION +. REFERENCE ANCHORa .o 4:I + (TYP 1 r.r"SCALE 3"=1'-0"` SCHEDULE FOR MAX ?S O m 1i I•. EXISTING CONCR TE. SPACING nb¢¢ 2 / BLOCK OR WOOD FRAMING-, MA><©- Is BUILD BUILD OUT MOUNT SECTION ' ~° [TYP BOT 70M. EXISTING CONCRETE, SCALP 3"-V-0*- -. BLOCK OR WOOD FRAMING o NOTE:.FOR DETAILS A,11,D.,AND E ON THIS SHEE .01 T,. rDGE,DS ,.y]CON,ECTION TYPE STRUCTURE IONS LL THE BASE TRACK MAY BE INSTALLED IN SECT .RErERPPjLE'aNCHOR EMBED 5 CONNECTION TYPE u`4 WITH 1/4"GAPS PROVIDED THAT EACH SECTION HAS w FO ., ;' SCHEDULE FOR MAX. f2EFERENCE ANCHOR o S A MINIMUM OF TWO SETS OF ANCHORS AND 15 A m �. :. SPACING SCHEDULE FOR MAX MINIMUM OF t2"LONG THE SILL OR CEILING TRACK >& ,q USED WITH THE BASE TRACK MUST BE CONTINUOUS PACING , w OVER THE GAPS BETWEEN SECTIONS. 3 tF• WY C L7 r z-..... OR DOOR C GLASS.: r w w 1.. I-w <11• h�2 f i 11W 012%1/2'SMS @ 12" .,tea+i&Tl. 2 u u 7 7 i cCpf. IH"+ OC OR 3/16`0 ALUM PES InoNm +11 .1� it ❑^ qbgqq€i p,Igi E++ w 7 POP RIVETS @ 6"O C 1I` = L'e 7. X o z r GLASS OR�IL h222 r''ASS L m OICi� iS{G. K H � W OR 1/LSO ALUM POP I 4- 4 0. DOOR--7,1.m.p/, ui,""CCC vui MN GLASS '`" o w m RIVETS @ 12"0 C L .my1c:Q r I SEPARATION 4,_ X.z❑z I- mm " 1/L-20 5 5 MACHINE .. _,�:C0 4 Q7 AND 8Q U 4;Fz. j ` . . SCREW 8NUT@ .� u,A ASSEMBLY /1' 1/ �,x.:ID�T.a1.B'S:T?31G; J, C `I d: 1J2y bs'ASH£R ITYPI w e p� € 12'O GLASS R*'� •- Q 'T� *� t1 MAX FF2t!'b7 PIN i I � ORDOOR.._.h .,11L MAX1-`70'M PIN' m: I3'.III_ I w ❑ tt, I dL5°s221G _ .4 CONNECTION TYPE +g + rtg€c k WAS�HERITYP'j1tuL`• fa �i!+E 4 WASHER ITYP I y I Ep�r REFERENCE ANCHOR D'.Ry,O(tRICNLfWM?P (STING CONCRETE, SCHEDULE FOR MAX D�> BLOCK OR WOOD - SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 I T EXISTING CONCRETE --C`i CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR ' FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX OR R x 3'"x 1/4'°CONT ONIJECT ts% TYPE #12 x 1/2"'SMS @ 12- SCHEDULE FOR MAX SPACING TrQG�"pa CilTTfale, O C DR 3/16"0 ALUM SPACING ALT FASTENER P63-T6 ALUM ANGLE •--+'" R fE3.ENCE ANCHOR EXISTING CONCRETE„ +! J LOCATION,FRONT ANO • �!AY BE REVERSED. F y y�'!' �i L� SCHEDULE FOR MAX POP RIVETS @ 6"OC BACK ANCHORS NOT REO'D -BLOCK OR WOOD FRAMING S SHOWN DASHED--t OR 1/4'"0 ALUM POP WITH THIS LOCATION ti c RIVETS @ t2' D C f^i { ViALL BUILD.OUT. 1kL:L t�CUNT _ ,�tvTltl: l CEILING / INSIDE MOUNT SECTION,; PCr,.I£ 1 1.''✓9 SCALE 3"=1°-ow C ION' MN GLASS w. oit jpJtlflC p bChlIA1W5,P.P;. GLASS SEPARATION /zq•f� OR OUR" " PER TABLE 2 Caw p. 1 _y_ GLASS OR u y. �DODR,. .BSO F' C p a Z GLASS OR ~ { N u, DOOR.• PYN GLASS (L .� ' •* (F In N - _ SEPARATION Q=C MN GLASS W W 4EI'i^S'l.. col'J N ( L H SEPARATION w Ir-m • N PTA'a ' �. �•' Z? ERTxC, V. 1 -.� •t JN N r NSA/� y.y v� ( � 1 •t' i;Lr'+— •V:.�o= L/ yD ;.aa.S' f N 1? yam �F3 ""vi V: Olt �da4r�Ci�.. Z Cl CONNECTION TYPE Q. M ^�mg t w "1/4"MAX.FROM PIN GUIDE 28 in ,. W G REFERENCE ANCHOR € Z ti9 TO BUSHING WASHER(TYP) <N SCHEDULE FOR MAX, < �W SPACING: a N ff ,WD 1/4"0 WOOD I i5'U. !1 ..... 3w 111 W : r ti)It a LAG SCREWS(1 24' CONNECTION TYPE ZA -"� I. 25q"J W 0 MAX WITH 2" W '"I i THREADED PENETRATION SEFERE SCHEDULEFORMAX ,. ( t Hp Q"INTO CENTER OF 2X STUDS SPACING CHEDU G 0. EMB "'T ---i3•:L SHS(d MIDSPAN BET WEEN STUDS FOR TRACK TO 1^"4" �=EXISTING HOST STRUCTURE 'f f f ' PLYWOOD 8. TUBE CONNECTION -•�° s STUCCO F N3 i :,, 6063`76 ALUM TUBE K I N`DECORATIVE FLOOR TRACK DETAIL 0. .WALL MOUNT:$itl DETAIL tWS g THIS DETAIL TO BE USED WHEN STUD SPACING 'SCALE 3"r 1'=0'"' SCALE 3'_1 Q` EXCEEOS"THE MAX.ALLOWABLE ANCHOR SPACING a WALL MOUNT SECTION " THIS DETAIL MAY y r5 I Q D. a A p I., SC AI EES 3,.1,-0` ALSO BE. USED p�'iA �. a! AT TOP _ •e44[d� m< Z N S5 E c' �Y E ; Pi ACCORDION SHUTTER 0 L'I PER PRODUCT APPROVAL - r o CLAS$ - d Qui w k r o ti I.e ."N rLASS SEPARATION-I`OR DOOR 13 .n m S In PER TABLE 2 _ EXISTING WOOD EG =0 62) +^. APPLICABLE AT TOP - Z V' • T U$ RAFTER OR A T R ANDR(OR BOTTOM !. Q.d X ,G @24"MAX OC 11127�1d2 ,.j. 2'OR 3; 0. L In EXISTING FINISH {j' (T j MATERIAL.., }I l 1/2'MIN. i- S 6 6"'MAX FROM PIN GUIDE Ii �" p j pp, 4:y TO BUSHING WASHER(TVP 1 2"x 5"x ANGLE 6063-T6 I I ( �i- '^`--2.175" ALUM ANGLE w/THREE 1�3Y�'j,g1:6C 2'x 3"x y"xCONTINUOUS OR ! 3 6 I 1/4"TILE(TYP) 1/4"o WOOD LAG "� F ' _ !g 2"X2'xie"XCONTINUOU$ I k —.. .;.;np�-, -�," gfrz/•,,�I •r-• 1 FINISH MATERIAL SCREWS WITH 2-3/4 I ' "•�I w Y gp$' 6061-T6 ALUMINUM ANGLEI I Ir ..a 1.. .• ♦ MINIMUM THREADED 3/V PLYWOOD f ,`, 31qqffIII�Cqq II aGE r e tp OiV"MIN.THICK 6061-T6 ALUM TRACK A325 GRADE THRU BOLT 7^'OC PENETR "T"IN WOOD " FASTENED TO ANGLE WITH I/4-20 n6 EACH RAFTER OF TRUSS I '+yQ a ANGLE FASTENED TO ' "s" �! OR 5/16'"w A325 GRADE THRU BOLT((9 12"0 C 24"0-C.MAX WHERE 'I d MACHINE SCREWS AT 3'FROM ENDS .. 1 x EXISTING 3 KSI CONCRETE /' t. GALV OR ANGLE EXTENDS BEYOND jf. 1ip, AND 9'O.C..FOR THE BALANCE ! HOST STRUCTURE WITH +,/4•:m EI CO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN S Ip S'0 ELCO ULTRACONS AT % `•;. 6-, EXTEND ANGLE TO W '88 I Ff EXISTING CONCRETE HOST .,".-:' 5"OC.W/1-1/4"MIN EMB ' 111 �arI 3'FROM ENDS AND 4"O.G 2-1A MIN STRUCTURE(3000 PSI MIN) OR 114"0 LAG SCREW(d 9"0 C W/1-7/8- FOR /1-7/8"' NEXT TRUSS; �ie D j EI FOR BALANCE WITH 13"a ----- �`�"- - �-'"• ^ MIN EMB IN WOOD SG=O 42 TO 0 55 r�r p' MIN EMBEDMENT'AND 2Xi .¢jA. gSIGN VEAD AT S O"MAX'5pAN i 7`?i w i g MIN EDGE DISTANCE, PS.F. EXISTING CONCRETE } STAGGERED WITH 3"MIN. ( HOLLOW BLOCK OR MAX.;DESIGN LOAD AT60'MAX$PAN:.I WOOD FRAMING SEE I 1?... Q d0P1YCN[ANVCL6LW1000F SPACING,TYP X52-P.S.F I, ANCHOR SCHED .1 ,�: ALUM.. x 1/B"'CON3-76) cr 15-2339 - BASED ON TYPE O •.;.: `Y" ALUM.ANGLE Ifi063-761 _ N )LDOU rsOUNT STRUCTUREF�•'.- HD SCALE NTS IMAX CESICN LOAD_72 P S F PASS THRU DETAIL Io` Hb TRUSS MOUNT SECTION L✓ SCALE 3,:=1"=0" o SCALE..3"='1'--0•. 99 ETRSTING HDSL• 'ALT.LEG DIRECTION i xoas n ,n STRUCTURE•• 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8 MIN C•/UUI!" 12"MIN FROM EDGE OF ACCORDION /• ' EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER,.. . SHUTTER BLADLS ! ASSEMBLY OW Sf?AQNG,AND 3'MINIMUM EDGE DISTANCE ! UND WIND 1 TOP OR BD"TOM I-` _ I _ 6063 T6 ALUMINUM + _ ... -. :_..........:.. 4: G R,BEW9NO,,STZEa a 5! C7 I. LES PE g 0 1/2' PER 1;)'nN T11B£SCHcDUIE� .. EMBED SFA N.TUBE PER {'. 'ACC{'S5:HOLE-•1 DESIGN SCHEDULE j ,^ EDGE OF ACCORDION z z V4-20:MACHINE DOLT W/NUT 0 M0,� �E F+:,M' SHUTTER BLADES f(3 12'O.0 OR t14 x 3/4'SMS fi O C, .yji r }'1• 3,5'MINT" IL TYPICAL MAX 6 .,�,• b 1;."„7: w !'/! G V_` a;.. -- ! 3'MINtttnt E� >¢, i EDGE OIL Q �d LLl � 2.875.0 HOLE CTD RECEIVE DISTANCE `y'i~ a.,�m ROUND WINDOW.ASSEMBLY) MIN.GLASS N z "` N O 'u MAXIMUM OF 3 WINDOWS EXISTING SEFARATIO� `�^'O> ww ,4 uj , PER EVERY OTHER BLADE ) GLASS DOOR g o W � s' p W N V,N N VMS: 1 LIGHT-N-VIEW WINDOW fo --� EDGE u2-Mr�t: Wa3'MIN Mo H: i N.T.S. EXTERIOR EL.N �_$ i ..ti -..� -�. DISTANCE zm $ 5 FOO L7 1" 9 153, 7 {: 11x.MhM€RD'•i':p1 Da.10%' N'_ .moi LW70 .. U ° .....- ..,, `S,:y,� o.B:USHW WASHER.3Y1 i. «L6 4 w~ 4 i 3 ACCESS s X1/4'2D MACHINE BOLT W/NUT @ ' +A s 11 -1/2' HOLE.• 1 `i2'O.0 OR 334 x 3/4'SMS 6'O.C. "q:1 2.875'W HOLE TO `��-SPAN TUBE PER - W RECEIVE ROUND EMBED r�Tt DESIGN SCHEDULE q W[NDOWASSEMBLY (2)6063-T6 ALUMINUM Iw'yAN : e U �T1AX. ANGLES PER BEAM END,SIZE =m- ,+�,.So i EXJSTING f PER SPAN TUBE SCHEDULE p d ..MOST 1/4 0 ULE BOLTS SEE BEAM �y113 :K a SMULTURE SCHEDULE FOR REQUIRED NUMBERS Z i/4•'ALL SDLTD SET ANCHORS WITH 718"MIN s .. EMBED TN£ONCRETE OR HOLL4W,BLOCK 3•MINIMUM o 0.125^ ,.{.Ltj,lZS° '. ( SPA.LING,,1±,ItlD.3'MINSMCUM•:EOGE DISTAIf[E s Ii a'E 0.032�-!)i - = 1 MAX.DESIGN LOAD-t 72 PST c r i 3 SPAN TUBE SECTION 0'.496� NTS VERT SECTION R t a - 't ; -• 8. SPAN TUBE SCHEDULE - /r .�•. € 3 ... ALLOWABLE TUBE NUMBER OF LPASER ANCHORS OF ( MINDAUMANq.E P ( 1 Z I ROUND TUBE SH'UrlrR SPAN THRU-BOLTS ANGLE LENGTH WINDOW 3¢E SPAN L_._ _.__..... j TOP BOTT061 TOP BOTTOM TOP BOTTOM' 'TOP BOTTOM ti u i ASSEMBLY 9 TUBE. TUBE. I.TUBE � TUEE TIKE TUBE d TUBE TUBE i m ,•. 00' : 12ZX i '13i7 2. i' * 2: 3' t 4^ 7" If' 2'x5Y BS 6 103 7CIB 2: S 2 1 3 3 1 r' r '1 g 1{ I o.1z6 123 I 41T 1 AmAr, .0 n 1 a 3 r r. ` pg rxB'x j ! l20.I X757 r I 2 ; 2 i 2 _3 4• _ 7' • _ - 0.128• D9" g Tt6a T':. 7°.:" w 123• 102.8• tU9.8�-2 2 4 4 s 10• tp• 6Y 1.8 ( qp[ 42.$7��1• z-{0.188" i( j i 0.725^ G&•�. t127' 135.T 2 2 3 4... r 10• IF.+ :'03.250• .. :.: 1 ;I 123• 116,1 1=rY �. 3 4 5, 1 1yiS 80 758.1 240.0 1, 2 l 2rxto " J 4 t T 10. 03 yCIyg4f} y.. _ �� / 0 87S '� 14097• Y.'4.9' 7 3.. ...t�,e._....( IO^ Z9 LIGHT-N-VIEW WIND01l41 ,°' to ' ia.s. ' ioai 3 `4 s 4x in, cparamrtr�Lsoa 00x[ N.T.S. SABIC PLASTICS SLX143IT-UL-94H8 "°^.�.�---✓-'. a SPAN TUBE SCHEDULE NOTES: 15-2339 ANGLES FOR 2'x5'&2•x6'BEAMS. 2... USE 2'xS'xl/4"ANGLES FOR 2'x8"&2'x10'BEAMS. ism: .. 3. USE BEAM SCHEDULE FOR DETAIL 3/8, p1793 0U4FaMQ99;.: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. q, S. SPAN TUBES MAY BE USED IN A MIO-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND t 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS).WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT A1IOWED. 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O m . F3i441GL D:)iY/M➢'J F kr ANCHOR SCHEDULE: CONCRETE_ .. 2.5'Hill EDGE-DISTANCE '. {1' Spans Up.To 6'-0" Spans Up To B 3" ,pnsV Til T•4" +• r{"f �j - tY frr� LOAD CONNTYPE CONN TYPE CON `TN PE: Q'p'• �` , 1.j. AMCHCR' ;(P'1 Cl 1 C2 :CS 1:,& .CS 'Ci-.i C2 C3.S C4 :Cs: C2.1 C2C•..C3 C-3' C5 i_..,, NOpEOD Q ' S,JA'ITW TAPCON OR ELCO ULTRACON WITH 1-3/4^, _530i 160"'T&0"Sq S'sii:5' Tb.O�is:O'•i12.a"ra"a los 16.01.5N 75'4S' 7.2 L9 «3 EMBED(3192PSY MIN CONC), 'b2. 16.0"11610 9S*112.5"1610"SGO" SIX SS" ILS 15:0".15 0'. 7S" :t 5" 7S!10:5' y 's 70 5610"230 70'31.2:0 160!5.5" 84' S;0" 75 13..5".150 7.5" '42 75.105' " /gtDM3lP;A71071-Q 100 35 0''T'f 4 S 7S 50.5"16:0"7 S 4.6^..:175' 10.5'15 U' 7.S•'A 5" 7.5'10.5" .5-isYsS 9.� t0 COHB134tTfOfrT�-':A'[ORtD LL 1/4"MILLENRIMMILFAST 43 !60'.;'1641150.'1160 16.0"....16,4" Td0" 91.6" 135" Sfr0:160" 6 ..'S5" 90 T3:5" ij'S�f ... ;'s W• gj MIN CONCRETE)B[;D,(3275�1 62. 160"250 85 70 lbA-fk D" 85 55 :140 132' 13 7G 45" T5'.,A3" `0 ' - C Q ',��+fOj a('1 urmu � ., E 7D : 60":13Zff 7D 110 36.4 140 7A i5. H0 105-13.5' 100 135'7.0 45'- 7:S 495 13.5" 70. .45" 2.5' 9 5•_13.5" 70 .a S-7.5':9:5" � ��lI 0: z? 7.1+1'..ELGO LRETERIX 554 43 E60160 25.0X16,0 16.4 15:f7 160 275:256150".16.4113:5 80 13.0".3ED- i' .. `^qy�,' i '4r$ITY kl S `••'P Y W M 2:EMBED(3350ps1 MIN 53 266364"(266-16:4 Zfi Q S6.D'Iib 0"SO�O:'.t 5 16:0'16.0" uj ?30 D" 6.5"11.0"Id:G" - GCHC) 62 360"360' 12 S':16:0 sT6 4.. 16:0" 12.5"8.0'::' 16 4 10:0", 65`11:0"x410" _ > 70 16:0"160 !O SS 16.0*56015:0' 109° S S. "Ir.16 SP.100" 6.5` 11:0"1410" Lq Ce 0 100 16:0"1G0 8.5<ILO"il4 .16;1Y !4141' 615",1510 14:0'.'164"110.0`.� G5' 11;6"14.0" oLu m 1 MIN EDGE DISTANCE _ - NOTE: "S"+INDICATES ANCHOR SCHEDULE SPACING Cl''.`CZ C3' 'C4 &5 CT' C2 C3`, Cd 15' CS CZ.. .C3 C4: C5 . 'i/4•iTYY ti�ApCON pRELLd•,': 43 760'•260" 7�• 8.0 160"1610 160" 5,0"f 55' 56+4"160" 90'. SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE; "30 4:0 Tax _ C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE .(1LTRACO YliTNS 3/y 53 A6 D'.1 tl°I5.5 is 164 16:0"120. A45 I6.6^.14,5' 7S' 24.0'. ANCHORS ONLY O EMBED{3743031`MSN COMC). 6 : 160. 155^:45 :.S.S" 1P0 16;0 90�� " 40 245'.'.14X7 TS'. >! 10;0:. - CL CONNECTION TYPE USING PIECE Q WITH 721 36.0$12^...' b0 3:9 ikt 150 7S" f' 170.'14°8' 7..5". f 10.0", OUTSIDE ANCHORS ONLY 14 S 7:5 _ m-:Ibq .: A,`v, ✓ lq0'2ir T.S" / Stl 0":14 7 5" Ird"F'3LLENIUM H[L7F>ST a1 1b.0 160 531.0 13:5'3d0 260 i13,C LS •915" T6'6"}3 0 7.0":i 0" 6510:5'. 'r`J .. 3.- WIIT1 S 314 ?'1B-'D{3 75P5I,53 SS,O;j26.q(&0 1.7:0"'1164 160 t 9p 5.0" 7 S 14.0"1615" 55 5 :,'1'S" ANCHOR NOTES: fie• Hrn COyCA$'El .82 366 rZY S'1 6 0 9 0 160 332 ?0" 4,4 6 S SL6".SO s` 55.' F S 6"'.7S". o' > , SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING leu a' ;p 70 16 4 '9x6 I S -8,.0 1 7., 212 S.S.S5 J 5 5 B'S 70 5" S.Sr"5 ! 5.51 TS, ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE W ^ g .100 10 S'<5.5"No///1•SS i 7 S'20.511 5:5". SS 715"'SD3" 55" r &S' X7.5. LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). A-114 MIN,II DISTANCE" _._ .: !d ALL PDIN75;ST1L6;5kTENTER2 m v AtiCHORWI?/B',EMSFCi S. CS 'C2 C3+ G CS -i:1 C2 Y3'% C4 Gs' C1 L.1_C31 C4' C51 AORNTTE AND EDGE DISTANCE SEL.EEC DESIGN LOAD GREATER THAN OR a� IW 20 SS11..tGHU7E5CREW 43 ]SA ib 0 8 S"71Q;5+'16.G`IBA>1X0 S:5" 7'S" !d0'12. 63;.3 V. S 0":14:4" UAL TO NEGATIVE DESIGN LOAD ON SHUTTERAND SELECT SPAN GREATER a: ffi 1f.1 Cap MIN 53 SSD:':Y5 65 f 9:0,,,-1,6�.Ss',260 8S j<:0"1 6.4 L4:S`16 4 S O°... q iN".'i;6".: THAN OR EQUALTO SHUTTER SPAN. 'z g �� :3 I b2 166 2l4 154 r7.0 164.12:5 B3i5": 5.0 iA:G'141.0^ S.O 7: 40. 7:0' x.. o'. uy 70 164'?..9,0 a 5'i L�0 16.0"10.5" SES'i 3.0^ 4 0 80 1D D^ 5'0..'. 44M, 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECRON TYPE. :100 10,07. .0'V '441 1 74"10:0 50 4.01 i 74" ItC' 5:0'fl'r4 4.0` 7;0"'- 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g 8 '.3°MIN EOGEDISrANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHORSCHEDULE FOR PROPER a�_ 113 ALL POINTS 542.10 SET' ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTIRE ANb APPROPRIATE A4CHOR" 7%B':EHBE03, Cl. C CS i-C4 I CS CY I G2. C3 C4 i CS' Cl C2.i:© U' CS'. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ' 1[4 2055 HACHTNE SCREkJ 43 160 lb 0"160�104,1261W 16:0 16 C 11.5"ib lY 16:0"164., 6 4"I}.0"t 7 D 12;0"35 q" CONNECTION TYPE. R 13000psk Miti'CONC) AT 16 D i1118,1=6 W l3 s 4166 16.0'16:0 la 4 6.5". 13 5 14:0': S.S`'.SS" .10.12:4" S. ALL CONCRETE ANCHORS SHALL 8E INSTALLED TO NON-CRACKED CONCRETE S 62 T6:05Sid0 10.5'16:0.,16.0'1611113101,7:41" 11.0"IBM" 8.2"11 S. AS"..22.0" ONLY. .7q 1fi11'"150 94 i14.01!I&V 160 0.11"E�B:O"'�.10-#"13;0" '.8.5" 5.5".;UP No: B ? - - 6. THE CONTRACTOR IS RESPONSIBLE TO S'RECOMMENDATIONS. ANCHORS ARE INSTALLED 100.lk:0"t�B:St.5.5^=:4.5"-.52.0°56:0" 8:5"-��'-S.S"--•9.S"".1210" B:S S:5" 9:5" IXL' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMEM 2-5/B MIN:EOGE 415 via - LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER L>t POWERSSS:DRDPIt .--- ---<. -�.. ---. FINISHES. W/U42ti 5'SB03, AtJD C1 C2 C3#:C4 C5 .CI: G2 F C3 C4 CSS' CI G2 !'C3 GL CS. . 2?EMBED(4000'4 HIN. .'43 160 ,360 U.- la 0"8.0" 225`140".I4O 75'/JA.W .?A� x2:5". 7, WHE((yySiDaSTINGiSTkUcrk RE:i.SW00ETF7AMING;.WOODFRANNGCONDITIQNSCOIJC) 45t146"Gi :0 9fr- 6A" 100 15:41"SIS' 60'. 8:0" VARY.flELOVERTEYTHATFA5TENER5 ARE7N70 A0EpUA_:WOOD20'�1 ,S7 50" B*'..11.5"11.3" 60"18:0" IDEBCIOUREOD.FASTENING 70.PCYNf0061�ACCF?TAHLEQh'LYWR4116 0 -4,414 7 5 B:0" 122 610"" 8.0"IOD 13 5 6 4 4 b 1;7 0 3 8 4" 14:5'60 '4:9°1 7 0 6.0'11.5'1 6.01, :9A' B.. ,WHERE f11G 5CREW5 FASTENYO NARR6V1 FACE OF 5T17D.)fit'AM(NG;FA57E)iEA ql I •! ' -1•r MlN EDGE DISTANCE _ P NPM FA SQOD SS SM::3/4° 1 .� 114 POWERS SS DROP-IN SHALL SE LOCATEDIIN.'CE TABLB AL 2°.1£4 MM: r.__ ',IpGE:DSSTANCE ISACCEFT'ABLE OD FRtiMII+ G AI.L I 'E 1,114 31'3:5$BOLT AND t2.. -0'2 0'3 -Ci 0'5' :Cl�F C3:•T'Cd .CS: 0'1 0'2 �._G3 4:4,. CS HAVEPHILLIPS PAN HEAD OR HEX'HEAD. '' - - 1 tI. MBB�13000psI MIN 43 26 D. 36 0*29,p iG4' }64.16:4"3 T4 5".r9.0 13 S 360. 1S 0" 7 S 'S D 9.q'"-12.0'1 g s ^' GONC) X53 150Sfr 0"1205'150 Y3E 0_Sb,9 266 k'S" 105"160.12.0 k0'44 7'§°' &6" 9. MACNfN£SGREV/5�SHALL'HAVE MINIMUM OF 1/2'ENGAGEMENT OFTHRFAbSW '.? "30 `�: ..i..... T BASE;ANCHOR A4R'MAVj}CAV£:EITHER A PAID HEAD,TRU55 HEAD,OR WAFER TTT i y- 8 0 12:5"T5T0"15.0 8 0"4.W 0 TS•'4.5" HFAD'CSI9EWALY.;4DIT)U,O,:ND• 1 � tllti--� 70 S6A 130 5 7 0 57:0 169. 12:5" 65 4 5.' 9 0 i 95" 'A ... 100 12.0 .�6:0' 40 7S' 35" 1X0 60 .4:0". T.5 8S 32.4. 610" 40 7„1 8:5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. gg,g� Y1 gas > "' "•"' "' %:MSN EDGEDSSTAlJCE - ® DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE S(AEIV, 512 5M5 W/2'FYEWAIl. .CI '..CZ..2.3:7 L-LS. .0'1..1 CO.: tl'4: C4. 0'5.'..Ci.,Ll I•C3 Co':. C5: NUT OR WASHER WINGNUT. DpPf'A'It;pU,�Yt:> AP3: ARMOR INSERT W/2 EMCEED q3 16 0"'116 0 Ti 5 ]4;0 160':'36A i16O 7:5" 10.0 15 4"16 0. 9:0^!4r5` :6:5'!"3312' 11: MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. . (2000ps1 Mrn CONI) .. 53 16 0'°<zs"6-&S f1i.O psis 0":6:p 511 5 :55"1&0 1160•. 4{Y'iq"..3S"S.s^I 16.0^ 15-2339 'kk S3 ib 015 41^17 0 i 9S" 16A' Sk,O"}A 0` 4S' b 5" 1.°0"14X." 7.4" S.5" 55`10:0" 17. WHEN�ANCHO$ING70"HOLL,OW6l:OCE1 SDS DRILLS SHOULD NOT BE USED TO 4tAt1U .. - !9 s DRII3:1NT0.MOLf.OW 61.6CK.YI,01 SHO ILD IMPACT DRILLS BE USED TO INSTALL oAOBa ON: 7q 26 0°412 ti' G 4 l�810 160' 145 i 7 5 4 D 6 0 S2D 5:S4 4 7 0 3�S't SS"•T4A" CONCRETE SCRlEWSTO•HO'OWELOCK< 1 � ':100 3a 0 70 ]5"I SS SD 0 14:0" 7 4 '3 5 j 5 S 10 0''Sa 4"l T D 3 9 MIME SG•mE - 412 SS W/2.7S°EYEWALL 43 SSA 116 0 '0 25`1.75:0;15,0.IOX 260 0 l0 . 1d D SS 0Y 160-11 S".:6 4 -a 4 :16A", y. r ARMORMINSERT W/25- ...53 160"115% !20"18:0 7610 76:0 120 75�I34'!bA"..160 94' S4 60":130". EMBED(3000T?U A'3 CONC)' 62 160 16'�-��9 1 95''13.5 516 4"16.6"Z 5 65' 9 HE,."I6 D 9,0'-30 &0 13.Gt' S 70 150'160 &0 117:5. 76l0'1b:0" 95' SS^' 8S la.Q"260 40" '50CI 8.0 13:6" 1 ... 10tl JI"'9.0 .5A' 9.0113. '15;0"•9A" 514":8.0"-11;611,I.fl 9.0' ';5:0. ANCHOR SCHEDULE ONCRETE(CONT. . Z-3/E6:. W.EOGE DIST KE 3,3 `MSN FAG&A15TANCE CC ENSF t -5 ao ns Uo To 6=0" Smas Up To.Wkl .S�aA6 alp To 12'-6"," Sozns UO Tab 0" a4 U Tdm_x Snaas Up 7b 12"' 1L 4 NO 549 Yn 312 Y0 CWN TYPE CONN TYPE CONN 1YFE CONN TYPE CONN TYPE CONN TYPE " -:: . CZ 1..C3.; Cd:1,CS Cl !.C2 C3 1.:04 'CS Cl: €3.I C3..i.C4 .C5 CS C2.1 C3 C4 [S !CS I-C2 C3 CA i C5. CI= C2 C3 !''Cd CS. E0046 5/16E 3TW TAPCON XL WITH :3] 16 96,01,I6:0"!16.0".22:0"16:0"16.0"-I6:0"..15 0'.7A"'.112,0:.16.0"i5G 26 0"'15.0 16.0"116.0"-: .Y6.0"Ib:O'�1125"16:0"?16:0 16,0 bll S" T:5 122:0 Sb:O" p N :.L3/4'EMBED(2099pd MIN ''SD'.16.4"136:6:1430"iG:O".16:0"16-0:.34:5't:9.G"'14.0"16.D'a 36_d'(9.0".G:O". 10.0"32:5`.16 Q SG.O"114.5!T6A°:Ifi:O'+IB 0:15:0 t 9.V!,14;57.,-64-.:1G:0"j,9 ST 6 D"'d10 I3;,_,•' ,� ,:C L =. Lu a s 'Co9cy. -62 36.6:'i18:D"jt7 5' 16.II"i&0 16:0 215" 7.5' 1+'.0":16:0'.'16U"i9--0 60,.1100 2.5'iCrvO,�D50"EIIli, 16,0'.'.i6. Ib.O'135' 75' 12:0':'160 16.0'k 95" 'G Ai W.m„Bo 70 ib 0_X1$.5"?:�J,5^-d.0"!160. t6.0 i 9S '6"D"'41Q:5�1$.S'26.0"€90' '6.0^1100"11.5'160" 6.0^`<1G0..25.p"i1G.0"76A".30.Q"1 6.3.30:5"Il'30-a4'.0":95. 5,C!j10 13A" i' 1W 36:0"'4.0"i 6:0"3:0'132.Y 16:4"19.0" 6,0":10.0 32$"I6:0':'f 9'0' X6:0^r10..T2.5. 16.6• .S'-s 6A I0:5"IT3.6"SG;O" 9i5" B:0"• 10.5"13A 16:0"€45" ".D a14S 13:0'. (� 9)36',E,lro ULTRACO N W2TH 'v47 76.0"116:D".16:0".36.0"..16A""L6S0"€1G.0^E13:5".:€16;0"'360"..16:0":12;6' BV L3.S"16,0'16.6"16.0:€36.0".75:0"136.0^IDA"16.0"1b:6' 16.0`116;c".16.0"i130.}90".%15:p'r 16:D� � r;�NA't;:�!�� i!! p�= W 1$1;!!%EMBED(3500ps1-MIN. 57 26.D".t16.0"116:0'"36:0"..16:b 16.0_'�.nms.jlaiW 16:0-Fi6:0"I5.0' 9.5" '.6S'.1L5"'33:5"Ifi0'16:0"136.0"E14:4"i1S.6"16'.0" 6:6!1.A"f6;U:'i66"i6:C IO S •7.5'E12S ISA" �� z CON 62:='ik 0"16 M}32 a^'.SGO 140 16 f7'i9.]1G SG":'140.160 168! 95" 45" t15"13S 16D 10.11 a240"16A•E„I,p8.0 1B 0,33S" 9Q Sf5:0;16.0 t8.0'•:YOx6 75".N 125.15;6, (€J4 g<LU D.a { �. z • ' _70;..1E.0!16.0"i105.16.0"f16.0^55,0°IY0.0^T4"'22 145"164" 95'�GS:.€!iS"I3=5".16.iY-160 11_S'1S0`:I6.tf'160:LS:G 75 X23:0 t160 iE0.1Y05 t5"•"12.5'1�15:Q' Z.,.of m Leve of $mss G yr ... dOk?d64? 95'65. 11tS"fI3S"16G'9:5 '6,5"ffa(13S 1518595" 11:9'.,33.'A'.I33s"16&iia.5".7S 12si:Z5.0 !6.6,.:10:5^ 75',31:5"150.160;IO.S.kS"'i32iS.15.4" ! i/d':30?5S POWERSSAaP`R A`j'. 1 -MSFT 90GC O15TANCE. _. Y _ 3:;MIN EDGE DISTANCE "f W/1-iia EMBED(3PDopd C2"T"t] u t{s cz';•ca: C3 ca. cs Cl t ct P."C3` ci'1"6s ca�(:cz ( c3 C4 .,Cs ct•,,C2• C4 SCa cs- Ci.i C2 cl ca- cs Mtt{LONC1 ,43: 16 0 x14 5^?6b" &S"F16:G 1.2,5'17:0 1 410" 6.0- 12.5".7: 3S".' ;4 d j'5:5'.163 A3S.0".13,5 16 0!15.Q1 16.O;lb',D 0 0 !13:0 160 Z4S`R", 7S a 5":Y 8 w 6 s w r J ow w 536.6^y3ATo , 17:6'{68 •3.0'9:fi5 B.57013.5 r 4.D 6D '60'. 3:6 36 Ia0300 130" 7 310160` 14 S'!7S 50' OAt!II20 3G34 !40 t80 I,16S,5,5 Id O'1160 125`x.65 4d 1.70,,,,,„90 52.0 64 40 •65" 65'_ d '20 iS.0"'r36 55-{�8.5 12"6TF.:6i0 0'-b.5" 6"S _2.Oi6C "40 X6:5 8:5 ANCHOR SCHEDULE: HOLLOW.CONCRETE BLOCK 1":M W EDGE DSSTANCe 2./Z':MON EDGE DISANCE:... SoantUp To 6':0" Sba€1a UR Yp B'!T' !S�DaOY Up DIM 6, SOaoS3Up TQ,G 4`. 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