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HomeMy WebLinkAboutProduct Approval 4 BCIS Home } Log In User Registration ; Hot Topics f Submit Surcharge ; Stats&Facts I Publications FBC Staff BCIS Site Map t Links Search Floridv a Product Approval bty;� a USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail +' P FL# FL13757-115 Application Type Revision Code Version 2014 .Application Status Approved Comments Archived C 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@engexp.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/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C 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. CSI Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeo 2.odf FL13757 R5 COI Indep 3.odf FL13757 R5 COI Indep.pdf 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 FL13757 R5 Eauiv Eauiv 2.1)df FL13757 R5 Eauiv E uiv 3.Ddf FL13757 R5 Eauiv Equiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 of Products f- - :1 �.. .. 'FL4#<F';' Model,Number or Name Description 18757:1 -w 1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System c\�•: tmlts of Us Installation Instructions A r or use in HVHZ:Yes FL13757 R5 I1 Dwg.pdf 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 FL13757 R5 AE Eval.ndf span/pressure 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 FL13757 R5 II Dwa 2.pdf 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 FL13757 R5 AE Eval 2.Ddf span/pressure combinations and additional limitations of use. Created 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 FL13757 R5 II Dwo 3.)d Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo 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 R5 AE Eva[3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M ON EEik Credit Card Safe 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE *� _ TABLE T TABLE 2 ALLOWABLE SPAR SCHEDULE 'a TA OF i ALLOWABOWISM SCHEDULE MINIMUM SEPARATOW FROM GLASS TABLET A ESSENTIAL FACILITIES ON Y 9 FOTTOsEWITFi01firTfz FOR SE TNIN THE V Z ALLS A- AB�9�PAN l;moi[`• O �'���10 wa IM1x WtlSStRA SEpgq,ATIDN NWML'M SEPARARON POSITIVE POSITIVE_. HVHL FR GLASS FROM GLl53 `� DESIGN WNDLOAD LAADWM 11G11VE POS.TNE POSITIVE VAIN C TES WRIDLOAD DE6tu SHUTTERDESIGN SHUTTER f Q WL•ID LIAR EMIFA^4A WMALUDONS�,�..UM.NSSTALPOSTIVEAND INSTALLATIONS IH6 AGAVE, w _ y LOAD ry6G) V ALL PRESSURE SPAN t)0•ABOJE DESIGN NEMTWEVAND PRESSURE 6PAN tw'AROVE >aOAGOVE IZ =• XYei ORO e Q MOUNTWG (FSG) ON# ORADE VAND LOADALI. �S'7 GRADE GRADE r1l Q V V o ORQ S© CONOIRON9" OtL) ON.) �� MOUNTING ON.) ON.) Y m$W E 33, CANDIBONS•' 00' it' 1.1• fLLJSI F3j . x4B IY-_ 165' 1So' xBA 15p' . ._..._._._ er it i.l• SO.O 139• n 25A ISC t65 t5r __._...._._...____. JO lxr 6.1' f.r 3 w^3 --- BB' it 35' SSA 133• ^ J0.0 'Ir He 150• JO _........_-___ ___ _......._...__ 3: J I lar 150' 135 1x5 w 1.9• eGA 140' Ile SA' ^U __...._____ I65 ¢T 3A• 040 MY..- 1 11 6r ].0' 1.1' -.I4G fa7' Or a.1' _•I.6• < 454 Ileisr 1)T 155 4r aA- 1A' 740 1J)' .. 4V ....103' a.1' 1.r _aoo____.____.___txr fce• ).r tr ._.eb;u txr IJr Ess• 4! um 4r 2r n3.o MA t7A• ur ur _........... 1xs• lir 4 zr a. Ii+%__.---Ile 14Y tJr sr xs eoo 1x1• fc5 as 9s TOA 11r 136' 1]T 145 5.r s.e OS.O..................t1M ¢0'. 41' 1.+' _.. _...._ A _15.0 11r 124' _ i)3' o5 it 1.1• loco tt5• --6i''" 1+• V' _._._...._ -t y eD.O lls• 112' IxB' or it 1.r /o40 ttr.'_ 108' il' x.4• till, r` _... so Or M ...........i.4?.___.0 1f0.O_.._.._11C� 1x5 41• 36• K 11r Ile 1x5• Ile 0d 3.5' ' 115A lOr__ _ISY _ S.r 11' OD nr lir Ileiolo -. r 1 f Lso_ "w Mr +tr +»' ar as• _Ixaoa f9s• or ¢r Lr y �1 100A IDD• 115 11.^ ._. ...........a-r._.__ t.r [�YI1xEAtP]` a 65 31' f.i' p rc toS.O 10r ttr IIT.._,__ e0 Or ¢r 1.r JO.GY.R•�14f•.�! 05 if• __f.e' x: ""4aaa --job 105_ T15_ Ile fO6' 10' 1.Y 1)S.O 00• fix 106' J.1• 1.1• ._.........._......_.__ { 11lA tA5• ler-� TOY f)1' 4T a.5`-� 140.0 05• Ixr lt'���� �].9' 1x0A 101' +05• 1G5'- 60' _ir_ t.r 1440 ...._BT__ y �15A lo]• L1• 1Y t3' 1%0 t0' _ 65 _.... 8 _.___._ '+1 130A - 101` !a' Sr 2.r IMP e5 . Be is• leao ar To Lr a+• t.9• ...........� 125 4r 1950 91• 1M�_....._. 11' it 1LOD as' ...__90'., it 1.Y _1NU0 7e• Ms.o or u' av_ +.r p 160.0 .` er or aA• zr i7sx 155.0 - - 66' 115 45' aS 100.0 /0 t• 41. 1.6' 10..0 er eo• it 1A• iesA _,_ Tr w er it xr __._.._.__.. �_.__......____ IoOA TD' i� aT 10' . 1e6.0 - - el' 94• 4r 1.9' ....._7r PD' J.r z5' 121. !.6' xr ..... xo4o 'Ura• 90• it u• II6A _ 76' r 52' 1Y -.._ ea it for _ 1t00 - T4' 93' it 1.J' ••FSPANS NDVTMWNTS,SEEM 11D __.._. a +eso TY 1xo e•• _ it --tir SPANSAWNPRESSURES,SEE _ ].t• IA• _ E �` .-. �lq1 100.0 - M` I4!• 11• I. TA&.EGON SHEET S/13 lIO• 0.J' ].J• IPSO BL' er .__.it• 1.r t "-'^'^'^"'-- ••FOR BUIl000i MOUNT MAXIMUM SPANS AND PRESSURES,SEE DDA �• TABLE C ON SHEET 0/13 120 or a,r 29' ¢sA _....._....._.................._. F gg i 105' it• J.0• TABLE 1 AND 2 NOTES: _ TA LE 3 AND 4 NOTES; A 1, COUNTY FLORID AS MIAMI.OADE COUNTY AND BR01'fAIiD 1, NDN-HVHZ:DEFINED AS ALL LOCATIONS OTH tTHAN x �T p COUNTY FLORIDA. F •T d A DO TOM AD COU PRESSURES AND SHOWN IN'ACC'ACCORDION FLORIDA. [{ •YITS 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN TM x, DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN E SCHEDULE•ABOVE ARE MAXIMUM ALLOWABLE DESIGN g PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE`ABOVEARE MAXIMUM ALLOWABLEDESIGN y 3, THE 6.0 SYSTEM MAY DEMOUNTED WITHTILE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTLER SPA N. 'B Gip OUTSIDE OF THE SHUTTER DUNG REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALUTIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF FAPMeefIAWfLSOXIWIt BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR CL THEFNSYSTEMHZ AND UTSIDEVOLIKOF ED WITHIAL THE)ACHI IFS. SS^2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES `'. � 4. THE 6.B SYSTEM MAY DE MOUMEO WITH THE INSIDE AND scn6e• _ A AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEMG REVERSED,FOR EXAMPLE:IT PA O HOST STRUCRIRE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNTTO A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE POST STRUCTURE. WITH THE DACES OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FRNITTFD.FORSPARSUTWEENTHOSELNOICATEDABOVE, HURRICANE PROTECTION PERMITTED.PREOR SURESFPANS FOR WEEN NWTHOSINDICATEDABOVE.SHALL y',§ TH DESIGN PRESSURES FOR ME NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FDR 1HE NEXT 111GNE0.SPAN SHALL BE ��11 �. USED.BE USED. I L+1 I � u I i 4/12¢ 'kryF' OF a GENERAL NOTES: �hI,� 1, 3 1, THIS SYSTEI4 HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NO LIMITS w : CODE,FOR USE WITHIN AND OUTSIDE THE HIGH 11 CITY HURRICANE ZONE,AND THE UI ¢w O INTERNATIONAL BUILDING CODE IIBCI AND INTERNATIONAL RESIDENTIAL CODE IRC.THIS SYSTEM a 6$ MEETS MISSILE LEVEL"D'allo INCLUDES ESSENTIAL FACILITIES AS DEFINED IN E1996-09. Z 2. POSITIVE AND CT NEGATIVE DEON SIGN DI1E65URE5 CALCULATED FOR USE WITH THIS SYSTEM SHALL BESEE SECTION W DETERMINED PER SEPARAIE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK '" a' REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA i �- BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE J p g CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONbUCIEb IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3866/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1S 5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 'n ZONES,IN ACCORDANCE WITH ASTM E3996.09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING IURISDICTION. Z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OFTHESE PRODUCTS.WIND a VIEW LOAD DURATION FACTOR Cl o 1,6 WAS USED FOR WOOD ANCHOR DESIGN, vJ w 7, DETERMINETHE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE O DO MENIS iN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY.FOR z WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALTTY FACTOR OF Kd-0.85 o y , ..XX SHALL BE USED. F. i B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC 4 SITE. g 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL X¢ ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME -a PRODUCTAPPROVhL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 1 w TH 15-23 OF THE FLORIDA ADMINISTRATIVE CODE. f~ �,�•( 30. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED 8Y THE CDNTRACTOR PROVIDED THE W IJJ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 0g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R Il. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REpUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,pATED AND 3 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WNICH DETAIL AND JUSTIFY THE BOTTOM TRACK R DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. R" 12, EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F�LLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS S .FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E18B�,E1996&E330 TAS 201,202&203 C FLORIDA BUILDING CODE APPROVED 33. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 TYPICAL ACCORDION @@ K.S.I. 14. ALL BOLTS AND WASHERS((EXCLUDING INSTALLATION SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POPRIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ?I= g$1 ALUM.ALLOY. N.T.S. Ad€ A 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR dY 0 BOX LOCK AT CENTER OR SIDE CLOSURE. fi 16, TOP AND BOTTOM DETAILS MAYBEINTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLODR TRACKS MAY BE REMOVABLE ATNON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. L " 18, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". pg 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL 0E USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. & d § A S° 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE a,PVRartmxa�eauttoc ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING _ 55-2338 c REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED 7N TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 93 2.874• PROJECTION VARIES 3 • 1.994' 90•' 115' 4,074'MAXI .068• 2.762 7• 125• 1825` 1.�6I25' 1.706' �{ t .700^ 1.7 6' 100" 96 .100" iNi 8" .100' f43"tt .195"{{-,143 m .099' 9 .143 1.7195' 143' 1001 1.70195' *' L 795^ I I f.1L3 195" 1b3' TAI s a a •• 62. 62' ,6 2.63 •200 L069 'a• 41i�W`,�Q 1.5 0' S80' J .062' 62" 200^ .062 30` 62' 200' 630 .20 1�. 600 630 1.250^ 9i1^ 6� j '!w •• 169• .971' .97• m .09 .095' W 1.0691 2,622• 2.728' 5 ¢6"17.0 z 1.2 0• 1. 0- 1.850• 200' .095` .971^ ,030• 2.748' '$W 6� 5.745-M X. 5,745' 3.610- 3:° @WALL @BUILD OUT WALL HEAVY 2-LEG WALL O LITE 2-LEG WALL OHEAVY HEADER/SILL @LITE HEADER/SILL �� 3 8 SCALE,HALF SI 2 SCALE.HALF SIZE O SCALE.HALF SIZE SCAL&HALF 512E SCALE,HALF SIZE SCALE,HALF SIZE ' WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS gg� g655'2,65' 27• ..l 5• L2 '1.583• • 2. ' 2,365'568 0 _ �r1 g8.570• II `9' ' .460' .009' NG 1. I Iy400" DI IOS' I HN A95• 1, nz k 7.ve 105a•N1 I'TYP i5 S 060'. ri� f3}Y g 1.985• g 2.300' ,250` 5 + .195' { 4St0' E.19S• 4510' Q� 'R Oj SILL@ SILL ADAPTER �p EXTENDED SILL ADAPTOR 11 MID SILL �2 MID SILL ADAPTOR P SCALE.HALF SIZE @ EXTENDED SILL SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE P N 1.994' 4.603- 1. .143' 143` 30.22 314^ 1' 0.. .06 .043. 25 a 1. .250" .297" .15o 3.963' -0..7, J .030R ,054 • 0 2' ` L 7' 510' `y. ffi Q¢ I,{ki�g .341 n N .133• 0,080' }0,, aCa OO 1.721' (Logo' 0117'N �3 TYP. 6.8 SLAT/BLADE �� 6.8 STARTER ARE, .630• 96• p 9 SCALE.HALF SIZE SCALE,HALF SIZE ,130' q A h n �� g ✓�4 ��� ={ E.022' 0113'm I P D. r 16 RADIUS CEILING HEADER/SILL ag96• I •®8 WALL SILLppe&® .310• 'v SCALE.HALF SRE •100' ,OgO' SCALE.HALF SIZE IS tl 1° .227' 630' ,Ogo, 0.080'c mnxxrrPavu:vw99rE 0s4^ 15-2338 A20' �¢ CEILING HEADER/SILL lg 6.8 STACK/CONECTOR SLAT/BLADE SCALE.HALF SIZEt8 WALL SILL CLIP 18 SCALE,HALF SIZE SCALES HALF SIZE /� AE q�E. 37SP 1.950• arm ' Nq9 4 125• 2A1B• 010-2L THUMB STAINLESS STEEL .2817 =�', T{• 10 SCREW Z ASSEMBLY IIl l.7. R g o .320m HOLE :m NYLON o o o :'D•'. TA •,:Oe L A62' 8 A50" WHEEL 0" .240" Hl-� 11 5.14AX L TYP.AT EVERY OTHER •iq t 4 mp 'r 2p RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. ' �1tay O ANGLE SCALE,HALF SIZE ®AND®ONLY CYLWER-SOLID CRASS.NKNEI PLATED j u 6 W 19 22 ROLLER ASSEMBLY NODSOW'201C DXASTy0W0E11 COATED $CALE�HALP 512E ¢ 15�3 ppp p SCALE.HALF SIZE z7 SROD SCALE,HALF SIZE N.T6 NAY DEKET OPERATED OVIRDEOR TNUNB 10 2 G AITURN OPERATED PISICE o S p t-{.250, 23 BRASS PUSH LOCK g NYLON WASHER SCALE,HALF SIZE VI 5 7t 6 R NALUYLON THUM ,357' /E/ .mi ax F PTRAIK YLON BUSHING 276• 'e•�y�` 4.0 ' 3fi OPTIONAL) �`�• ,gam• 4 a 2-3/4'4W HT S.S, b REW W/ A62' cl n i ULTRACOTE COATING 2250• e ~ P TOP i BOTTOM)ASHER, 154' 137' '1 5• 91 W9 7/16-0 X 1/2^P INTERIOR JOINT TOP "I y 224' g1 7/16"0 X 1" NTERIOA JOINT BOTTOM EA EITHER CAN BE USED ON EXTERIOR 46 BOX CENTER INSERT 2.750• .OQV Z$ 24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE RAINGo'er SCALE,HALF SIZE 27 SCALE, ALFARD 2g DEALEt HALF FLOOR TRACK RA l 1978' SCALE,HALF SIZE SCALE:HALF 512E 2.25• d•F p ,623' 236' 2BG• 7.702" 2.642' g 1.110' 267' 2.465' 2.40 \/ W A 1• •443' .443 m $ A90• y 4 R � 26' m D9^ 2.216• <ri m 7 Im`, RF 284 L- i s 7.200" oo^ Jr Q � mL6� 1100` ' ,Y 239• P ul m 7 .190^ .250•.250 .25 5 5 3A43• A96' •750' m N @ -� N� 3.476• • .12S" .125^ in 160'• Ate, x, 222'kt A62• .7 If! .t90 .125" g zg 200 6.8 F SIZE MATE 30 UNIMATE HALF SORE 31 MALE BOF SIZE TER ;4d 32 FEMALE B0512EENTER 33 OUTSIDE HALF ER MATE 34 INSIDE CENTER MATE B �SY }mf O SCALE.HALF SIZE Y .062' gy I y 7/16 LO STAINLESS Cpl a 3 1 5.500• r 13/16'V ",400• STEEL NUT NOT O ATTAOtENTSCREWS FOR ee ENDSTR®SSHALL6E/101M A 30 HEAD STYLE VARIES G DAMLIPTEIRIVE SCREWS, $„„ IOIV C '” 3g TI'IUMB SCREW SCALES FULL SIZE .250'{-{ rlgg M1�CHINE SCOREW 5TAINlBE4S r.,4Y.; 1 I l• 3�1 tt I.Un . �a THNEADNTERNAL STEEL •r^ �,4 m [vrrXXHAmaNNuuovA — Ty, 37 T—SCREW INSERT 15-2338 4.500• *—• . ER -CASE SCALE,FULL SIZE 689' POWDER COATEO,ZINC DIE �� 6CP1f• SECTION A Ace—mi., b�Fr � Y 3g T—LOCK ADAPTER v �, 254• @@@ 40 _ 5 OPTIONAL G 7.000• �, ' 35 BOX LOCK SCALE.HALF SIZE O 2X7 ANGLE 22" STRIP "& 3" 93 EXT SCALE,HALF SIZE 39 N125' d SCALE,HALF SIZE o. SCALE, HALF SIZE NN FASTENER 78"O.C. EDGE DIST, EXISTING GLASS 6 q9��4 (USE ANY ANCHOR SHOWN EXISTING GLASS •_ ` IN ANCHOR SCHEDULE). DIST• .••, -. " 1 3yj slL (INTERIOR) � � ��R z7�*: ; 11 � O ALT, F ANGl CLEON I I EMBE j EMBED. (INTERIOR) 17 f %, ,t• 0.062"THICK 6063-T6 P EOGE� - 0, M 2M K S-MAX.(ANGLIE LEG 3 9 29 ///1 �� xa. DISE. AY BE REVERSED) rr1n1 )U °1 9 ASTENER 9)16"D.C.IUSE ANY IS ANCHOR SHOWN IN ANCHOR 6 9 9 13 13 13 13 SCHEDULE,1"MIN.EOGE DISTANEEI. T p t, Z w Ej 7 6.80"ITYP.1 29 —1412 x 1/2"GALVANIZED BOTTOM jNTp CENTERMATES 7/3 (EXTERIOR} W 3 '" " OR S.S.SMS,3/16"0 ALUM. TO 2/3 SHUTTER SPAN ECEIVING HOLE S�' U (EXTERIOR) i/6-20.1 THUMBSCREW INTO POP RIVET,OR 1/6-20 SHALL BE 3/B" I � THREADED HOLE.LOCATED 03 MACHINE BOLT L NUT MAX WITH UP / 5 113 SPAN TO 2/3 SPAN FROM (P iB-O.C. TO t'MEIGH4. 0 jg TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE,3".1'-0" SB'-3".USE TWO THUMBSCR EWS < ON BLADES s W-3",ONE(I0 1/3 SPAN LOCKING DETAILS FOR SCALE,3'.1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE`'t(ii BRA557PHU(1SHg¢LOCK OF BLADE,TYPICAL.FOR LOCKINGA BRA S PUSH LOCK_ SHOWN ON RANDOM NSERT t6'`OAT RE3y5PAN MAYSHUBE SUBSTITUTED.WHEN U EIF WITH DETAILS pp gg yYpq F M CENTERMATE 029 AS SHOWN,RECEIVING SEE ERO SiPoF SCf6DULE W OTTOH OF SMUTTE 3C HOLE FOR THUMB SCREW MAY BE 7/16" FORNAX SPIN NiN F/CEIYINO E SHALL BE B"MA%W IHOLDT,UP T 13 �� f2 •,2 �s HEIGHT. 0 I END STRIP SCHEOUI,E - F 0 USE TER S RIATE S 1.WO 0.77 2 ` STAR1Gt 51RIP TO aFR nom,-''JIRI' OVDE Q0 -FOR y 3 2'D!0(ily FASTEN STARTER GC i (INSIDE) ® ii010 1"SCREWHS/ r a,w� 6 6 AT CORNER i p ALTERNATE END STRIP DETAIL HANDEN ONLY). p[1 e3 SCA...3".1'-0^ ANY TRACK 6 13 y I AAmrNGLE W/SCREW BOSSES. j t I ANGLE i W SILL �P N � I S U I2w il' D-d S yygAq G j fn AE x0.126• EXISTING GLASS s+•F ggg C)v Z t3 'NOU, v 7. pUSE714 Ip 3 $ I I}U�OHCpKgispBRASS r1PUSQ�N3�j v 30 roul - { SCEE�WBS}�tp6'A0RASS H 16CK (INSIDE)T 7/3 SPANOIY 2'"1' is 145' "'lNaqTM OF SHUAT I AN SILL T s16.}P N p Tz0.t26' fSHUTTENflVY SOF IDE) ANGLE -. e x 1M1.N1OLE SMALL E 3�B i rs �; HEIGMTIOTH,UVV TO 1' C CCCS wsru awlsalMOs { OTYPICAL OUTSIDE CORNER CLOSURE -—' '—- .sa'°`�Oie 6c0""'";q"n'''° 5 D Z a d•7 pe ' DETAILS WO/CORNER POST e.2xos rslagnite CCI IK�INONttNC1t00.IE HIOSMN 13 30 OA°MsnrY.WLW.1Y.m0Y£ I NTS 13 cxa"scxmuls iili+Ve•na 15 13 3 s"nswnxv..>o xmrroxHo 3 (OUTSIDE) 15-2338 SILL Srae. USE 111 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL.INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST, MULTIPLE SHUTTER ASSEMBLY 9� NTS �r���£ SCALE,3".1'-0' 2 FASTENERS ALUM.TUBE tPOF_ EACH ANGLE 6063-TB ALLOY ��—��SEE T6BLEAFOR SIZE C2 CONNECTION TWEREFERENCE ANCHOR TRUCTG SCEfEDULEORMA%. TRUCTUREY x- x 1/6• SPACING fOR Y x 2'x 1/B' CI CONNECTION TYPE1/4-2o MACHINE BOLAALUM.ANGLE REFERENCE ANCHOR W/NUT P 12O.CTHREE 3/16.0 13 2SCHEDULE FOR MA Pi4SMS6.0 }ALUM. SPACIN ITYP.TOP L BOTTOMt�L, ia POP RIVETSOR iALTERNATE THRU DOLT TNREE RI2 SMS, 3/16-m ALUM.POP Ci Cp1NE'CTION TWE /�,,it RIVET OR 012 SMS REFERENCE ANCHOR }a^,^}9(D�TABLEA(m) P 18^O.C.ITYP.) SPA[ONGEFOR NAX. OR PPESSIOU:VSAMO'XMIEIFNGIHf � ' Z / MAY USE MALE OR RSF FEMALE LOCH-SLAT! t / • 13 f 74 N w lm' les 13 O '• / GLASS AogN 'x aW IfLt iW.l � �; TYPICAL CORNER CLOSURE DETAILS ro GAffi x m H 72 IN 1I9' \ ! OR DOOR SEPARAVON N• „J E m Nr Or CC3 NTS — �� _ x Wa m tie ter lg_£ wz Hs t66• uNEOU�ronNq/2\� (y��,, 6 R a 9 1 Iw• 12, TABLE B(m) ALTERNATE THRU BOLT eu(D—.uTNDUNT \NI/OR 9r 'A CS CONNECTION TYPE —113 _ l OT' PPESSUREV5NID14MIE 3MC REFERENCE ANCHOR PSFV2 n2H11/B' >� '" wsl/e' SCHEDULE FOR MAX. nH E2. 'Iv BSMM Iro `'SER A /4'MAX.FROM PIN sDAlr ea6ssuae ClCI CONNECTION TWE REFERENCE ANCHOR 1 G USHING 63 WHA- Nsin.H3n.1 D35 SCHEDULE FOR MAX. r- --1 — WASHER ITYP) _{6 r` ' R lOT tsr u1 M.•.31.1 t6f SPACING d Bi f01' Mr 1f61N.•1-SL9D6P II AN II (� TO Ma g' m 9S i39' t191N'b3]']3! j G L E TU6E CONNECTION tm 96' Or t v]IN.•A3L6 PSE EXISTING o'a� I30 Br lir 1101N•/•J12 P51 2^Y.12•a" IOTIN V 35295P CONCRETE, EMBED. 063-Tb ALUM.TUBE ss 1q' lm' 169 iw.��is_9 rs BLDCK OR CONNECTION TYPE u222 6P 91' lm lw.•/163 Dst WOOD FRAMWG REFERENCE ANCHOR \\J d f /2 �6KPOq /413Ds1SPACWGHEOULE FOR MA%.B1.D[K ANO 3/4'HIN. .WOOD995IN •/•19.6DSF. I. KALTERNATE BUILD OUT MOUNT SECTION STANER N H O.C, SCALE13-.1'-0'E ANY ANCHOR SHOWN 691X. •/4i>sfNCHOR SCNEDVLEI. e6IN. '/+ESPYACCORDION SHUTTER PER PROOUCTAPPROVAL•�5 3m3/16 RIVET OR 012 063-T6 SMS(A IB-""00.1/4-]0 NUT L BOLT 1 TUDE TYP.ITYP". 3/16.0 ALUM.POP ALUI4 NBE RIVET OR X12 SMS %3�O cir 2`00.3` =6083-T6 ALLOY (A IB•O.C.(TYP.) - zee sEE 76BLE$ x ve- c F011 yiy 2 PASTENERSINUOUS �,:y,� iJ F. s o t/z'NLN.EACH ANGLEUM ANGLE 3-x]'XYA'%AL ANGLE INSIDE n NS CONTIPUOUS OR 2'x3.115'6063-T6 ALUM. TNREE 3/160 ALUM. / o 'A TtON TYP. 1 GLA65 - m 2'X16•xCOtRiN00ANGLE,TYP POP RIVETS OR )L O ' 9 OR 000 6 ¢aQ 6051-76 ALUMINUM 11 THREE I.SMS,TYP, ro OA99 L o E• 8$$ V x Z^x I. ANGLE 3' 0.9'MIN.THICK 6061-T6 OR 2-*T x 1/6^ ALUN TRACK FASTENED I qq t3 6 . ALUM,ANGLC ANGLE FASTENED 10 _ 3TA t1U511NG 3X51 MANGLE VBTH U4-20 AA USE NALE OR FEMALE .�PSJ _ HACHINE SCREsv0 AT 3' LOCK-SLATI t3 p PEFERCNCLE ANCHOR STTRRNIICTUAE WITH MOSTFROM ENDS AND 9'D,C. eF uLe`vu°''nv/- 13 u"�1 SCHEDULE FOR MAX. Ya'OELOOULTRAC0N5 2.1/2'MIN. FOR THEBAUIICE IS-2338 PACING AT 3'FROMEXDSAND EXISTING CONCRETE 8 (OUTSIDE) 4'0.C.FOR BAUNCE Pfrosi MIFNUCVRE t30D0 PAaeb[6cnID1 012 x 1/2•GALVANIZED 1VITH 1�^MIN OR S.S.SMS,3/16"0 ALUM. cca TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMSEDNENTAND2YI SEB TABLECFOR MA%SPAN AND PPESSR ES HTS MACHINE BOLT 6 NUT SCALE,3".1'-0" EXISTING CONCRETE, INN EDGE DISTANCE; BLOCK OR WOOD FRAMWG STAGGERED WITH 3- EE INSIDE SILL MOUNT SECTION MIN.SPACING.IYP.O BUILDOUT SMOUNT SCALE.3-.1'-0' C5 CONNECTION TYPE ��' ,,,.4',..,,/ • REFERENCE ANCHOR XISTING Oz�_ FIRM SCHEDULE FOR MAX. STRUCTUREFOR&UL a`T BOO ESSLIIL ¢ SPACIN 5•MAX. 1/4-20 MACHINE D T / ? GLASS ¢01°> GLASS w Of CONNECTION TYPE ! OR DOOR .g T�4 OR DOOR i; M1Q ww REFERENCE ANCHOR f9 W/NUT(0 12^D.C. .^{ FOR a m SCHEDULE FOR MAX 014 SMS(�6'O.C. Tk d HMR j 6 TIME 2 13 !'10 o SPACING y (TYP.TDP b BOTT L�• 1 OF ME TARE 2 f0T IDL i w n o^ MPARATON . f/L•-20 THRU BOLT W/ X w w TO TO= 4�¢� 012x1/2`SMS LA I2"D.C. 1(w Zmm `�• 1� G\ LOCK NUT @72.D.C. £F-'�m OR 3/16" ALUM.POP Qw <a N QOR�OJ /dj Ot xxr` 0f2x V2•SMS 12.O.C.E.S. 0.4 £ 4r w ff�� / �!i Y= OR 3/16"0 ALUM.POP W r r RIVETS Le 6.O.C.OR 1/4"0 uH C) OR // U m ALUM.POP RIVETS 6012"O.C. < M1i1�.X C d RIVETS 60 6"O.C.E.S. \ r N m OR 1/L•0 ALUM,POP RIVETS / 11 ANO FOR 6SM ¢ F m ?U w Cm 12"O.C.E.S. f/4•MAX.FROM PIN 1/6"MAX.FROM PIN ASSEMBLY ESMIPAL 13 ¢ �1 <yg l7 I / 1 1/2•TYP.G I E- G OO tm wu Q9 AND G'DE TO BV HI G WASHER(TYP.I m °1 ASSEMBLY WASHER ITYP,1 GLASS d FVfl HNR vti F Z u W I/Y VY TYP. EXISTING CONCRETE, m 4 CONNECTION TYPE OR DOOR ME 1A=4 )( H. 39 S W / BLOCK OR WOOD FRAMING El G REFERENCE ANCHOR FOR 4C7. < ¢Q< N / SCHEDULE FOR MAX. SIFAMICK £ r ' CONNECTION TYPE OS. uai ,ow �i SPACING AS SHOWN TO D,4g yy REFERENCE ANCHOR .a O E E / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.101 / SPACING AS SHOWN REFERENCE ANCHOR SCHEDULE FOR MAX. H= / CONNECTION TOPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER m N 6 R REFERENCE ANCHOR o g EXISTING CONCRETE, LOCATION.FRONT AND SCHEDULE FOR MAX. BACK ANCHORS NOT REQ-0 1/4"MAX.FROM PIN quq / BLOCK OR W000 FRAMI SPACING.ALT.FASTENER 3 �\ WITH 7X15 LOCATION Ci CONNECTION TYPE Y" GUIDE TO SUSHI 3 / LOCATION.FRONT AND � REFERENCE ANCHOR WASHER ITYP.) LL / f/i`MAX.FROM BACK ANCHORS TIO REO'D O INSIDE MOUNT SECTION SCHEOULE FOR MAX. 1 2 WITH THIS LOCATION w_ PIN GUIDE TO SCALE,3"•1'-0" SPACING ' .I ' BUSHING WASHER OINSIDE MOUNT SECTION REFEERRIENCEnANCHOR ¢ �ITYP2 A SCALE.3".1'-0` SCHEDULE FOR MAX. yrj / NOTEi FOq DETAILS A,B,D ANp E ON THIS SHEET EXISTING CONCRETE, SPACING THE BASE TRACK MAY BE INSTALLED IN SECTIONS BLOCK OR W000 PRAMWG EMBED. WITH 1/4^GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION ` A INIMUM OF T WO SETS OF ANCHORS AND ISA CO -- TYP.B0TT0 MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE•3'•V-0^ USED WITH THE BASE TRACH MVST OE CONTINUOUS BLOCK OR WOOD FRAMING •�. F OVER THE GAPS BETWEEN SECTIONS, EXISTING EXISTING CONCRETE, +' STRUCTURE F• 3 BLOCK OR WOOD FRAMING EOG IS EHBED. 1 CONNECTION TYPE 4 CONNECTION TYPE EMOED. ..�,C2(COITNEL"RON TYPE W��EXTRUSION REFERENCE ANCHOR REFERENCE ANCHOR COYXECIiON TWE 1Y/EXIRU51gY/1 -P, SCHEDULE FOR MAX. e'9 - REFERENCE ANCHOR 3 $CHEDVLE FOR MAX. SPACING it'SCHEDULFjFOR MAX. SPACING AS SHOWN w 6 SP ACING(' ('`�r.�/• R IN DIAGRAM ON PG.10) 1616 g 34 w I-J w O g GLASS OR DOOR— A FOR: 13 u yl w o W �e _ 1/2' w 012 x 1/2^SIMS(A 12" ME TADt Z O w >¢ a T$s y w ¢ rwm O.[,OR 3116"B ALUM. ,a yI� 1 jN wO a8F POP RIVETS LD 6"D.C. p GLASS DR x QQ ;T „wo OR 114"0 ALUM.POP Q ¢4< DOOR N�2 br ZH� adv4U 2 I gGLASS 3 S=o.i+f RIVETS(d 12"O.C. £ uNr FOR 1 OR DOOR M.10 2 'Au-w� RO 41/SS a•+ NF 6d;i s1� � r:o�m 1/L-20 5.5.MACWHE H f O7 AND OB 1/4^MAX.FROM PIN Q SCREW b NUT(e] CUSS w 1/2" GUIDE T B HI a 12"O.C. ASSEMBLYm 1/2" P.WASHER fTYP.) w F " w t/4"MAX.FROM PIN ' ggg 1/L•MAX.FROM PIN % 4 CONNECTION TYPE 1/2" GUIDE TOBUSHING = G HOE R BUSHING E G 1Q]P 2O WASHER(TYP.) yy WASHER ITYP.1 REFERENCE ANCHOR D d d 5 i 5 6 EXISTING CONCRETE, DI SCHEDULE FOR MAX. C2 CONNECTION TWE W/EX1RUStON 2 W tdWPKNtfVA LBG1V.90]E LOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TWE /EXTRUSION I FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TWE IN DIAGRAM ON vG.10) REFERENCE ANCHOR 6G115-2338 ®OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3`x 1/c"CONI. 4 CONNECTION TWE 012 X 1/2"SMS CO 4^ SCHEDULE FOR MAX. SPACING T 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"O ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, Face oeunlF IM, BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6^0.[, LOCATION.FRONT AND BLOCK OR W000 FRAMING E AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REQ-1) a RIVETS({0 12"O.C. WITH THIS LOCATIONWALL 9� O SCALE 30UNT 0SECTTON O CEISCA`E.3.11NSOIDE MOUNT SECTION O WALL,NUILD CUT F� "� SCALE,3".V-0" �Lf/ FOR ISMFsaRnu. �• IYA/Ei.. EAOD"W BE DEtE L k ry Fol NSHI BE 1.10£I H EXISTING MACHINE I^, i GLASS IBL SEPMROI TO z STRUCTURE ALT.LEG DIRECTION MACHINE 0 Il 49`, _ OR OA6 1300. ry (2)6063-T6 ALUMINVM BOLT W/NUT _ ANGLES PER BEAM ENO, DOOR v r (¢12'O.0 OR x w§b x I SIZE PER SPAN TU BE 1/4"O ALL I SCHEDULE N1 4 x 3/G' _ SM56„QC. SPAN7UBESCNEDUIE - POINTS SOLID 5 S W< 0 SET ANC/TORS _ SPAN TUBE MINBEjRl OF WITH 7/B'MIM. AILOWASLE TUBE NUMNEROF WNO.NefAN 1nN EMBEDMENTIN PER DESIGN WAN TNRIABOI.Ta ANC,lORLENGTH m�l I43!. V CONCRETE OR �+ ACCESS HOLE SCHEDULE aeE ER µER MOQ w BLOCK.3”MIN,'„ •pP00TTdA TOP BOU061 TOP 70D BOTTOMPACING ANO 3"MINEDGEITUBE TUBE TVOETUBE TUBE NwDISTANCE. - z� a0' 121.W USS 2 2 2 1• Y U101r los. —2 - 2 a T r ED.01ST. b o ays• "A 2 2 a Z rc ra6X eS ,]c,• ,a1V 2 m 3 —_._. _13 UO.1Rs' +u.a• 12%.+' ]..._. _ ] r r W5FE TJBE h FEN NkIL SII a z .".'Y_....loxa• fOBa• x 2//4'MAX FROM PIN GUIDE • w aw 70 BUSHING WASHER(TYP.1 GLASSR 1 N$POU Ka eD J6P ,i80 2 2 2—_..._TNO t/4'0 WOOD 0 w 1nm 0.0 fees 2 ] a r +a' w1/4„G TNRU BOLTS 1a7.J• 3 J %LAG SCREWS 24' SEE BEAMOC.MAX.WIT 2” 3'MIN. SCHEDULE FOR 'THREADED PENETRATION 2 ,P f6• d T'INTO CENTER OF STUDS ED.DIST. EQUIRE 5 6M8ER N a18T6' �2Y' 1J}.x• ZOJ f' EMS.'T 14 SMS @ MIDSPAN BETWEEN 1 16 114•MAX.FROM PIN 01n0 SPAN TUBE SOHEDU LE NOTES+ STLOS FOR TRACK TO 1'R 4' N A TYP. • % % 'ANGLES FOR 2Y5'6 2'x6'BEAMS. PLYWOODL TUBE CONNECTION 2. USE 2•x5'%1/9'ANGLES FOIL 2'x8'62•x10'BEAMS. STUCCO FINISH 1 4'x 1 5" POINTS SOLID in Fr 3. USE DEAM TOM BEAM FOR DETAtL]. 6 63- SET ANCHORS ? SPAN TUBE PER DESIGN 4, TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR W 5 D T6 ALUM.TUBE WITH 7/8'MW. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED a EMBEOMENT IN TOGETHER,BEAM MUST BE UMTED TO TOP BEAN SPANS, IU-� R iHiS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAYBE USED IN A MID-SPAN CONDITION WITH N �m S EXCEEDS TME MAX.ALLOWABLE ANC MOR SPACING. BLOCK,3"MIN W/NUT(d 12•D C SHUTTERS SPANNING ABOVE AND BELOW TWO BEAM.MID-SPAN SPACING AND 3" �' (216869-T6 ALUMWUM OR NU x 12-SMS TUBES SIJALL HAVE TOP BEAM UMITATIONS(INCLUDING SPANS, z Y W c WALL MouP1r sEcnoN THIS DETAIL MAY MIN EDGE ANGLES PER BEAM END, ANCHORS,AHCLES AND BO ,WITH BELCAVSHUTTERBSPANEAM.TAKEN y DISTANCE. SI2e PER SPAN TUBE 6^O.C. AST{E SUH OF THE SPANSLAM VE ANO BELOW THE BEAM. W 'O OSCALE,3'.V-D' ALSO BE USED SCHEDULE 6. IAP BEAMS ARE NOT ALLOWED. 2 S AT TOP EXISTING ACCESS HOLE Y 8 STRUCTURE ALT.LEG DIRECTION Y. ALL BEAMS AND TO HE 6063-T6AWNINUM. CHO § MAX.DESIGN LOAD.:72 PSF / o g 8 O w BEAM SPAN SECTION d < U k —GLASS 'o SCALE,3"•11-D' FEfIl1BS SfE iA0C6 OR ODOR I o FOR WL��IM0 N EXISTING WOOD 1/2 3" 1/2^ 0 Z TRUSS OR RAFTER <c (Pl 24^MAX.D.C. W = w EXISTING FINISH MATERIAL gg 311 1/4'MAX.FROM PIN GUIDE 1'x 4'x 1/B"6063-T6 0 P g TO BUSHING WASHER(TYP.) ^I q 1/4'TRE(TYP3 ALUM.TUBE W/THREE I 1 . C 1/4"D WOOD LAG w T1s TBp FUIISM MATERIAL SCREWS WITH 2-3/4" 'r, / }E •p5f 3/4'PLYWOOD MIMN.UI.THREADED / r• S d ti Il @._f'Byg@@e ^ —"A'0 A325 GRADE THRU BOLT Col 7.O.C. PENETR.'7'IN WOOD .1 I q OR 5/16'0 A325 GRADE TNRU BOLT 1Z`O.C. EACH RAFTER OF TRUSS - I \\_ j ED a GALV,OR S.S. 24'O.C.MAX,WHERE C 5 6 1 .v - TUBE TRU.S BEYOND , �—i/G'0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA \ y 5'O.C.W/1-1/4" IN.EMB. 6',EXTEND TUBE TO A x. x ANGLE 6063-T6 g NEXT TRUSS, 4�j �m ALUM.ANGLE W/THREEgSSe OR 1/L'O LAG SCREW @ 9-O.C.W/1-7/0- �\ 1.w ¢ 1/4-O WOOD LAG MIN.EMB.IN WOOD SG.O.42.TO 0.55. SCREWS WITH Z-3/A" m:lN�ralwteD,AaaP.t 1/4-20 5.5.MACHINE SCREW fd 13 �t �.- MINIMUM THREADED EXISTING CONCRETE, h WITH M. 2 0 ACCESS HUIU,E E wu w j PEN ETR,'T-IN WOOD Ca 15-2338 HOLLOW BLOCK DR 2'%S.X f/B^CONT. BACKSIDE OF TUBE OR M14 SMS aj z z m EACH RAFTER OF TRUSS, srAte, WOOD FRAMING.SEE ALUM.ANGLE(5063-T61 (A 6-0.G MA%.IN BETWEEN a a a 24'O.C.MAX WHERE ANCHOR SCHED.RASED _ = 0.1' ON TYPE OF STRUCTURE IA ANGLE EXTENDS BEYOND € LAST TRUSS MORE THAN Q IMAX.DESIGN LOAD s 72 P,S.F.1 6",EXTEND ANGLE TO :�•� PASSTNRU DETAIL IMA%.DESIGN LOAD x 72 P.S,F.1 NEXT TRUSS, SCALE,3'.i'-0" OH O T..-SS MOUNT SECTION K SCALE.3'.V-0- O G ASS CIA DOOR 2- 4J, ap 's LCR AS LOWLTIN, : EMM SEE TABLE i DOORS OR p j GOONS OR n t NNI I@C w J I I *^ ( .7 -DWT Fw ¢c SCPM70 TO GABS y F Q �^. .'•�{1 J MR �<zaT � PUT Wim Fod� I aEpp SD>MD TDmm % N? 97947 W '=ZN<', 13 20�' c^nIN. W=E:4 A sa°1 C-2_d o� 13 CI CONNECTION TYPE L+C HEA M NTED Z 3: �Q <� �A�4YL E w 1 2i~ J�H REFERENCE AN[NOR SGLLE:3 .1'-D' ma R 20 N 20 = SCHEDULE FOR 250 I' 9 8 3 3 r << SPACING 'I) y X A. o w 3 b 0 TAPCON(dl 24- C. CO CONNECTION TYPE '- A. WITIt t-t/4' MIN. REFERENCE ANCHOR a U 'O.O fi R GEDP" J SPACINGE FOR MAX, IQU jjj I e =E%ISTING LOtICRETE OR EXISTING I' \ BLOCK ONLY.WOOD STRUCTURE '! \FRAMING b WOOD ANCHORS EXISTING HOST STRUCTURE u �10T ACCEPTABLE / O WALL MOUNT SILL OETAI Em7fpITT A FINISH GU D MAX.F OM PIN l L,(- I• \ SCALE.3".Y-D- Al Fu GU DE T e IN S \ (-<4'��. WASHEp(TYP.) I { DISY•= \ DECORATIVE FLOOR TRACK DETAIL 5 R@CUT IN 4'INTERVALS ECES5-SILL-`DETAIL SCALE 13^.T-0^ O FORty[Upy YAM= ISEE \ DETAIl O'1J Wa FOR A001710NAL J € S3Pv � INFO).TV T b BOTTOM. FASTENER[�EACH 4'CUT SEE ANCHOR SCHEDULE OASED R�T�q�q�$ � O2_md�� T 1/4•NAX.FROM VEa1 FYANCM.ROSPACyIENCO PIN GUIDE TO IS ACCEPTABLE BUSHING WASHER ITYP.1 I a vvvry t' 3 1/4^MAX FROM PIN GUIRE O R ' EI 1/2" i000SNING WAS ER TYP 9 TYP.BOT70H EX tSTiNG ! 1/4-20 MACHINE BOLT p 'rt W/NUT @2^D.C. STRUCTURE eIn CUT AT INTERVALS T I EXISTING FINISH RM CURVE ISEE DETAIL ®I i 8 MATERIAL ^ I 3 REFEEREN[LE CONNECTION OR SCHEDULE FOR MAX. $LIR 9 R �Z1L SPACING(FASTENER W 7 1'Nt/B^b @EACH 6^PIECE Q Le0 6063-46 A UM.ANGLE UT TO 4\41ORF 1"1/e^ 1/B" 9 3 9 MATT ANkTPROVIDES SPPOR �06 H6 A�IILp �I�cgLe cuS Tho Op CURVED TRACK SECTION DETAIL pORO AND BACKEWHERelOti6UT UTT A EXTRUSONTSCALE.3"•1'-0P2F0.0NTIOIFES%TRQpUSIONtN STA K WRiERE IS NOT QEQUIREDwFOR�EMENTIS N04NPEQUIRED�FOROEMENT PT jd! ® v 1 Z / ..A PP ROVED MOUNTING OO �MB CONDITION. IN.OF TWO PERppPROV EO MOUNiLNG W+wclnruaLNrbYm.t PIEF �EjCQEp yp QUI EBL F1 CI ffittTI�ONN,,MW.OF TrytNW¢O PER 15-2338 b PIECE ASE7!'NERS PNE RMCUTOF FF PCCFQEFASET�NERS FEH C TOF lice ocscatmoN, OTYP.SECTION FOR SHUTTERS P2 ALTERNATE BECKON FOR SHUTTERS P1 S�3 _V-0, P2 SCALL 3._I_D. _,� ANCHOR SCHEDULE:CONCRETE 2 x 5 TYP. 2 x 5 0117510E ��'• 1.5•MIN EDGE DISTANCE TOP PLANGE SECH R WEE SPACING • r �� $9en!UD To W-O' SEa UOTo S- Span]UD TO I7W" )f Q • • /Il G 'q 3 CONNTrPE COtIM IT COHNIYPE :t ANOI00. (�) Cl C3 G U IS, C6 L1 G G CTI C6 G CI C3 U CS C6 i 1/4'I7W TA7CON OR EIID' -18 16.0"16.0"3G.0"16.0'16.0"16.D'16.0:'1E.-10.5'I0. Y4,d 1].D"15.5"14.0"fi.5" 6.0' 9.5" 9.0_ O O O W.7RACON WITH 1-LI' L X611 16.0"l6.U"33.5"]2A'16.0"14.5^t6.0'16.0"B.0' ).0.3},0 iG0'11.0"10.0"5.0" 4.0" 6.0" T.0' QILA. 3 Op 4 HEADER/SILL aEHBFD(3I93psINWGICt0.0'9.6'I6.0`13.5'15.5'I6A"G.S" 6.0 9.0" 9.0'_B:0' 4.0^ S.0" 6.0" x S INSIDEQ,5•14.5"6.0' S.5• 9.0" 7.S' 4,0° 4.5" 6.0" ].S' 6.0` 5.0" SECTION XIEE SPACING W •�, 100 IS 6.0" 5.0" ].5" 6.0 M.I. 5" G.0" 5.0' SIDE CLOSEST TO OPENINGj- ..L_._.. ......... ..T. . E 1/4'NIILELNUH HIl1FA5f 4A I6.0 16.0'16.0"36.0'16.0'16.0"16.0"16.0"11.0'10.5^16.0'1-0-01,14.51,34.5"fi.5' 6_0': 9.0_AS" E .�...16..._..._.._._ _ WITH 1.3/4'EMBED(327Sps1 W_16_D"16.0"1).6"I2.0"16,0"15.5"16.0"16.0"A,O^ ].0'11.0"11.0 10.0"9.0" 5.0" 6.0" 5.5" 7.5' MIN CONCRETE) n 16.0"36.0^10.5'93.16.0"1].S"14.5•'14.5'6.5'6.0E AO" 9.5" GS"i.0" 4.0^7: 1.S" 6.5' NOTE,"5"INDICATES ANCHOR SCHEDULE SPACING. 14- uD 1L0`33,0•is_6.01 S.S. 8.0• 9.0- 6.0" 7A" Z " ,.a.I6.0"1G.D"16-01,1D.D^� S.5' SPACING DIAGRAM FOR C1 CONNECTION TYPE: W/3'EMOED(3]SOps1 NIH 61 t 0"6A'1G.o-16.0"IGD" 0'160':6a'12.0"IO.S'160- S.. 65" 5.5' o. 5.5' -[T CONNECTION TYPE USING PIECE©OR Q p ......... _........ .._ 1(Wy _ / BS"13.5"19.0" N 3t //4'ELCO CREIEFLE%654 w 9 >3 N --- -- .0"16.0"245'13V].0- 6.5'6.D"11;0' 3 I CONO) )2 IGD"SS;O'35S"11.5"16.0"16-01,16.0"16.0"10.o, 8.5°IS.S'MW 12.0"10.5 GO" S.0" 6.5" 9.5" 7 /B COMBINATION Ot D[w 3 110 16.0"16.0"9.0^ 6A'315'I1.0"32.0 10.0 GO" S.0• G.0` 9.0"10.0"8.0' SA" 4,0 S.0" B.O• I 5 TYP. 1 /1 COMBINATION Too 30A"8.0' 3.0" 4.0• S.0' 8.0'10.0'GO' S.0` •.0" 5.0` GO"IDA"B.0• 5.0' 4.0' S.D" B.0" 9/ 0 COMBINATION ]^MIN EDGE DISTANCE 1/4.-TApCONORELED G tl G 1 U I CS C6 ,, G.I al I U I Cs G CI G 1 tl 1 04 1 C5 IIIG 0 ULTRACON WITH 1.3/4' qB SG.D"IGD").5' ],5' 16.0" e ENB..(3192pN MIN CONC) ......_.....-. ... ... 62 I6.0'16.0"5.5• GS'16,0^6.0'16.0"16.0^ 11.5"4,0"IOX 9.5' 6.0` BED 13192pW MW CON47 .__._..... _... U: > 7Z tG0"164'4.5' 4.5.16.0"5.0'15.0"15.5" 9.5'Pop9.0' 7.5' 95" 1,. '-' 1x5 TYP SxS TYP. l2 MIT-1dA' 6, 0.5^ 7..S 4.5' )!1" Soo ]A" 6.0' );D• 6.0' // i,D^ 6.o^ NOTE,"S"INDICATES ANCHOR SCHEDULE SPACING. Y ...._........._. _._... 1I•NILLENIBM MWAST 4B.16A"36.0"13.0^1]A'16_0 IJ.S'16.0^16.0'R.0' ].5'ICO"9.5"1L5'11.5^ W A WITH 1-31,1*EMBED(J2]5PW az iGo"16.0"'9.0"1. .36.o•iDs^i4.o•154••ss" s.o• 9s• zs" 0.0' )s= 4s^ s.o^ SPACING DIAGRAM FOR C3& C4 CONNECTION TYPE. NW CONCRETE) n 16.0"16.0"'!.S'7.E'16.0"9.5•IIS"Its 45' 4.0- 7.0" 6.S' W.S.V 43' -C3 CONNECTION TYPE USING PIECE 09 WITH OUTSIDE 110 IDs 10. 9.5 d.0' 6.0 6.0 6.5 SS" 4.0" 5.5' 4.5' ANCHORS ONLY N q,lf n 46"5" 4.5" 6.5^ C4 CONNECTION TYPE USING PIECE®OR®WITH •Ore OUTSIDE ANCHORS ONLY D_ g t-1/4`MIN EDGE DISTANCE A¢4. 3 x A1CHOA W 7/9*S000•SET - . g s ANCHOR W/]/!'EM6EDfl CI C1 CJ G CS C6 C1 C2 C3 U CS C6 Cl G C] C4 I CS C6 ANCHOR NOTES: q33q ]/4-3055 NMtilNC SCREW 'F' £ p (JDODPW HIN OJYC) 62 IGD"16.0"1.01, 6.5'36.0`40'I].5.14.5't5^ 9.0' 9.0" 5.5" >.1'_7.0' a.0' J.5• 1. SPANS AND{AADS SHOWN MERE ARE FOR DETERMINING ANCHOR SPACING 8 _...._..................____-._._...._..__.. ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 72 16.D"16,0"5.5" 5.5•16.0">.0^l0,5^1L0"]S• 3.5" 6.5',4;5" 6.0' S.5' ].0" 3A" LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(P91). C� 6.0" 2. ENTER ANCHOR BASCO ON THE EXISTING STRUCTURE MATERIAL. 5 200 5.0' 4.D• 5.0' 4.0" GO' 9.n" o 3'NIN EOG!DISTANCE AN HIM IYPE AND EDGE DTSTANCE SELECT DESIGN LAAO CREATETSPAN GREATER OR e • I/4•ALL-POINTSSOUD3Ei EpVAL 70 NEGATIVE DESIGN l0A0 ON SHUTTER AND SELECTSPAN GREATER ^L, AHCNOR W/7/W EMM T, C/ G tl G CS C6 G tl C] U CS C6 Cl C3 G C4 I G C6 THAN OR EQU"LT.SHUTTER SPAN. p 1/4.20 SS MACHINE SCREW 48 16.0'16.0"16.0"IS.D"16.0'•1_6_,0 I6,D"16A'II.D"I1.0 16A'•16.0'16.0"I6A`,8_5' ].5"11,0"13.0" }, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3000 MW COY �" l m CI 63 15.0"16.0"160'ILD-1164-11-1 LD-164.16.0'10.0^16A 's' _)3_16.0"16.0' 11.0'IGD"]6.0"16.0'16A'B.5' ).5^11.0"13.0"10,3"9.0' S.0" 4.5' GS• 8.0' 4. EXISTING STRUURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCR TE """" OIAC%ORWDOC.T. .REFERENCE A(4Cf10R SCHEDULE FOR PRUPE0. u •� 110_16.0'f60"B4O' 7.0'10.0"]1.0'I0.5"9.0" 5.0_4,5'.S.S'_8.0' GS" 7A'.4,0' l.5' 4.5" 6.T ANCHOR 717'EB/SEO ON IYDE OF E%ISTING STRUCTURE AND APP0.0PRUTE r� ]06 B.Y l.D• 4.0' 3s 4.5• G5' B.5" 7.0' 4.0' ).5' 1.51, 6.5' &5" 1.0' 4.0` ].5' q.S' 6.5" CONNECTfUN TYPE.SEE CONNEGTHIS DETAILS MR IDENThTCATION OF 3ry 1/4'POWERS SS DRUMM 1.5/B'NIN FDDE DESTANCE CONNECTION TYPE. 3Y/1/4.20 SS BOLTANO CI I CS IG G CS C6 Cl G 1 G G CS C6 Ll C3 tl C4 C5 Cfi 5. RETE ANCHORS SHALL BE INGTALIEO TO NON-CRACKED CONCRETE 1•EMBED(mopa MIT. ONLY.98 16.0"tG0'16.0"16.0"IG.O'16-01,36,0^36-01,10.0"9.5'16.0"I3.0"12.0"I3.5"6.0' S.5" ].5" 9A'.. ONLY. WIIC) 61 IGD'3G0"11A'11A'IGD"165.15.0^IGD-].5' 6S 30.0"30,5'&5' B.0'� 7.0" 6, 7HECONTRACTORIS RESPONSIOLE TOENSURE TNEANCHORS ARE INSTALLED 71 �M--�..M .............._.._ ._._ pppp •4 ii"� ]2 I6.0"16.01,9.5' 9.0'16.0"12.5^12.0^12.5'6.0- 15' T.5^ 9.0' ].0' 6.0' 6.0" 1N ACCORDANCE WITH MANUFAGNRERS'RECOMMENDATIONS.EMOEDMENT 9 110 11.0 ll.d'S.5' S.0' 6S B.5' 1.0" 6.0'• GO" 5.5' S.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER y I's $ 200 S'S" 5.0" 5.5` S.0" 5.5` 5.0" FINISHES, 1/4'POWERS SS OAOP-IN J-1/1'H[N EDGE DISTANCE 7, WHERE E)(ISTING STRUCNRE IS W00D FRAMING WOOD F WOO CONDlT10NS lost 0 6 §� W/1(4-S05SBOLTAND C1 Cl C] C9 Ls C6 Ci C2 G d CS C6 Cl C3 CJ C4 CS U VARY.FIELDVERLFY THAT FASTENERS ARE INTO�OEpVATEWOOILEONL F y `d MEMBERS NUT PLYWOOD.FAST ENING TO PLYW00015 ACCEPTABLE ONLY FOR y pp 1•EMDED(3000PWMItI 4B I6.0"16.0'ICO"ICO`I6.0'16.0"16.0"16-01,.li_0"10.0'16.0"11.0't]_d' 6.5' 9.5' SIDE CLOSURE PIECES. M1 _....._._ Ti - F�--� )3„16.0.16.0'10.5"9.S'16.0"13.5"13.0" 5.5" GO" 9.5" ].5" 6.5' 6.S" R. WHERE TAG SCREWS FASTEN W NARROW FACE 4 SKID FRAMING,FASTENER + •q'�-�• 110110.11,5'GO' SS' I.0" 9.0' ).5" 6.5 6.0" S.0' S.5". SHALL BE LOCATED IN CENTER OF NONINALEMMIN MIN�W000 SSSW3 ' -w 'p 6'S.. EDGE DISTANCE IS ACCEPTABLE FOR WOOD GEMMING. &SCREWS SHALL .a) 200 6.0' S.0' 5.5" L.0" S.D' 6.5' 6.0• 5.0" 5.5" HAVE PHIi11PS PAN HEAD OR IFEX MEAD. X16 y 1 y 1"N IN ED Gl DISTANCE 9. MA[f I1NE SCREYfS SHALL NAPE MINIMUM OF I/2'FNGAGEMENT OFiHR[AD51N � A�FLppA A13.SHS W/3'EttY/ALL Ci C] tl G CS C6 C1 C2 C] U CS C6 C3 CS [3 U CS C6 BASE ANOIOR ANO MAY HAVE EITHER A PAN MEAD,MIS HEAD.OR WAFER ARMOR INSERT W/2EMBED 48 16.0"16.0"17.0"II.O"16.0"IJ.S"16.0"16-01,6.0" >.5"16.0"B.5"I4,5"I5.0"5.0" 1.5 9.0' 6,5" HEAD(SIDEWALK BOLT),U.O.N. 1S'Z33H (2000pW MIN COHC) ..............._..........._..____ _._._ 52 I6_0"i6_0;'9.S 9.0'16.01,30.5"16.0"16.0^40" S.5'U.S.].5"10.3"9.5' J.0. ).5' S. 5,0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, ¢ce1e1 i ...... •.r' 4.5• ]2 ICO'16.0'6.D° )S'16.0'9.5'16.5"15.0'S.0' 0.5' 9.0" G.5" B.5" ].5' ].0• pass DOscAIpnOHi Il0 U.S"t].5`1.S LO'�0.0` 6.O• B.5"7.D' 3.0" 4.5" 4.0• 7,0' S.5' 7.5" ].T • DC SIG NATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, - .._......................._,__ 200 7.0-.,.5.5'._ '.15"l.5' >.0" GS` 3.5° 15" 7.0• O.5" HUT OR WASHER WINGHUT. P]25N6 W/1T5•FYEWALL _4-1616.0.16.0"16.0.36.0"]G.0"16.0"16_01,11.5"I1.0'16.0"14.0"16.0" 6.0'].0" 6.5'115"9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. A ARM OR INSERTW/2.5- 62 16.0"I6.0"13.5^13.0'16.0"1S.5"16.0'16.0"GS- GD"36_0"11.0^1/.5'I.S.'SS" 4.5` 7.5• l.S' a� ENOEO(ZOOOpsi HI COHC) R 16.0"I6A"11.0'103"16.0'13.5"16.0"16.0^7A' 6.5'11.5"9.S'If.O°9.5' 0.5" 4.0" 6.0- G,0° ll. WHEN ANCHORING TO HOLLOW DLACK SDS DRILLS SHOULD NOT BEOSEO IO �O no ICO.16.0`GS' 6.0'105.9_0"11.0'9.5° {.S 4.0' S.5' 6,D' 9.0•' 7s 15•' 10• 4.5' S;0" DRILL WTO HOLLOW o HO(NOR 5H0(IID IMPACT ORILlS BE USED TD INSTALL $ _ CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 10^ 1.S'_5_F 9.0" 73' 3.5' ].0` 4.5" GO'• 9.0" 7.5' 15' 10- 4,5' 5.0' ®teaMMMM ME � m®KEWMMM : � MIM MUM r ;,.� mm;;/,, ®� �� �,/,,Mulfm® mow �moommc�mommmmmm©m®mmmmv©c+�mmm©momm®mme ggg ® :� M 02��ir%�i//��/��iz ��® PM � HMiiiaivam MEMO m�®,}iii/„/ %% . ,•,�'iii%� �i y�%m����,• ' ��ia/�r/�ii.��j� .� mm ®MMIm m® - ., i/i/ ai�ixraiaiaiioii/iiaa�ia a iii �iyiiii ai•��iiiii��iiaiiiiiiaiii %%� j��%aii/�a/i/iii ■m000©0D®m©m©m[3!©0©mmm m©m©mmD©0© Em MEp Mum N MEE � �/.ailii� i/iii/iiiiaa,��� �®� ���%"'"" ■®©m0©0©0O©0DO0©0OD0©00O©m®�©00 ���� � '�iae��/�i'i' Vii' y// ��'.✓moi E./ / m OWNER'. '/'�� ii,,�'/'' '/�„G/'��,a„au,,,,yIm /oa, , ,,o,a,,,,/„a/„/ ,a, Oiioaaioii,//�m/W/ 11 ® i IWMI, AGE a; b i A OF 90 WMR10ANCHOR SCHEDULE:HOLLOW CONCRETE BLOCK(CONT.) ANCHOR SCHEDULE:WOOD(G=0.55)3/4"N2N EDGE DISTANCE2"MEN EDGE DISTANCE 1'. ScE Un To6�d' S € i So,,Up TD 6•-6" 5-UD To 0•-0` Soenv V2To 13'-D' 11,iSa two WNN TY,'F CONNm MNTYPE xE if ANC1100. ( CONN TYPE CONN TYPE CONMTYDE bG NIQI00. 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