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HomeMy WebLinkAboutProduct approval i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats fi Facts Publications I Contact Us 1 BCIS Site Map I Links Search j, Nrprdifuct Approval o �{ USER;Public User .�•�rvcsr... AP sniO C�1`F C- n > rt"ar R 7 r i i x.7i61i>A.61i atioh It-P>A lication Detail 0n� ('L54h�_IfLLiL2l�;S.r., _ .. _ PP FL# FL13757-R6 Application Type Revision Code Version 2017 0 Oj Application Status Approved Comments Archived 171 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@englneeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com ,I Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Ili Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida) Professional Engineer ( f Evaluation Report-Hardcopy Received I , 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. t� Validation Checklist-Hardcopy Received i Certificate of Independence FL13757-R6 COI. frid661.6tif' 3157.._';.�7COi.__jog-R7.;k_4=�f L1.7,375.7_�B�GQI_..Lndell�pt�f 4 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 i EL13757 R6Equiv EtIOivi.pdf FL 1 f5 {j{ rc�liy Lau PA I Sections from the Code Product Approval Method Method 1 Option D �I 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 I _ 13757.1 6.8 Accordion Shutter Large.Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes Ff 13757 A6,Ii Dv141 Ctdf.' 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 , i Other:See Installation drawings for allowable span/pressure :�L13757 136. F�F,Yal.t.`i7r1 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 [-U3 757 R6 ]IT Dwa7: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 span/pressure ,fLQ757.R6 AE_F,yil?:D{�j; .combinations and additional limitations of use. CreaEed 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. Installation Instructions I Limits of Use I Approved for use in HVHZ:No .FL13757:-.R6 abyg3sndf 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, rciy57 R6`AE FylIJ3r-pff anchora0e,etc. Created by Independent Third Party:Yes Stick .Mcxt� ntxt.[t;:t zBIafytlq;,rjg�T.lRahacSee.F't A239y elunc;?i;j,}-487-i$JS The State of Florida is an AA/EW employer.Capvrinhi V074-61 T ate of F7ondt ::, iPf yRCY.Sthtement;,:dr, e55tIt111tvvStntcrtfrrit::Word State kni 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 inail.to this entity.Instead;contact the office by pllprle or by traditional mall.If you have any questions,please contact 850,487.1395.-pursuant to Section 455.275{I), Florida Statutes,effCah4October 1,2012,Iicorso licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis 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 Cetermine if you are a licensee under Chapter 455,F.S.,please dirk here. product ,Appr�joval Accepts: Credit Card Safe I 6.8 STREAMLINE SHUTTER `,,''�11L' " 54"tyncQ PE .. GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ k f�79 ..._..... Ftb:PE00S�4 1. THIS SYSTEM HAS BEEN.TESTED AND EVALUATED IN ACCORDANCE.WITH THE FLORIDA BUILDING �` ! CODE SDfTH.ED)-- (2Q17),FOR USE WITItIN AND OUTSIDE THE.HIGH VFLOCi1Y HURRiC1NE n ZONEi,ANDTHE-INTERNATIONAL BUILDING*CODE(IHC)AND INTERNA-i]ONALRE5IDEMIAL CODE . -uNUMITED WIDTH (IAC).THIS .-M MEETS MISSILE LEVEL"D"'AND INCLUDES ESSENTIAL FACiLTTIES AS DEFINEO:IN O sraTE OF ASTh1:Ei996=09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATI014. sErnoN 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED-FOR USE Wmi THIS SYSTEM SHALL BE /i FIORIDP cmn.. o -DETERMINED PER SEPARATE ENGINEERING IN.ACCORDANCE WITH.THE GOVERNING.CODE.PRESSURE S u1H u 'REQUIREMENTS AS DETERMINED IN ACCORDANCE WM. ASCE 7.10 AND:CHAPTER-1609 OF THE FLORIDA BUILDING CODE SHALL.BELESS THAN OREOUAL,TOTHEPOSITIVE•OR.NEGATIVPDESIGN I z �M, j ! ,1iii�� PRESSURE-CAPACITY VALUES LISTED HEREIN FOWAN ASSEMBLY.AS SHOWN; I � I Z� 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 TESTED PRESSURES DIVIDED BY A 1.5 I i. ! f of q o SAFETY FACTOR. -' !� I +'. . .:.. Z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATIDN;FROMGLA2Ti4G RE QUI FOR ALL WIND - k ZONES,IN ACCORDANCE WITH ASTM 1996-09.ITIS`ACCEPTABLE'BY CODE UN SS OPTIONAL i� PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N d=W 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND �J LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR DESIGN. a o i s i �I ( IY, UJ 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m . SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. i 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 PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER - $ 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. ! it - ' ':S 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ,o m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0;gj x P, 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL s DOCUMENTS. c , CU - HURRICANE PROTECTION ' ` �3. I ' 12. WHEN THESTTE CONDITIONS DEVIATE TROM T14M APPROVA_DOCUMENTS THE BUILDING -BOTTOM e OFFICIAL MAY.REQU1RE'T14AT,SIT£•SP£CIFIC DOCUMENTS 9P PREPARED,SIGNED,DATED AND TRACKr SEALED SY A.EIC£LASED.ENGINEER.OR REGISTERED ARCHITECT WHICH DETAIL'AND)USTIFY:THE r W o DEVIATION:.AS A CONDITION70 THE BUILDINGOFFICIAL.GiZMNG HIS//HER APFROVAL: LOCKING MECHANISM,SEE 3? 13. EACH SHUftR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE,FO,LLOWING MINIMUM TYPICAL PLAN VIEWS 5 INFORMATION: TOWN&COUNTRY INDUSTRIES v FORT LAUDERDALE Fc TYPICAL ACC MISSILE-LEVEL D ASTM:E1886,E1996&E330 1 SHUTTER.ELEVATION ' FLORIDA:?R DUOCt P,FP[OVAL NUMBER1 TABLE 2• N.T.S. EXTERIOR ELEY .ry 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 2 MINIMUM TENSILE STRENGTH OF 6D 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 ORHVHZ :NON HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. - FACILITIES 99 SHUTTER 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS USE REMOVABLE ANCHORS. b: ,E PAN. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE 4g: 21. ALLSTEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED, - GRADE GRADE GRADE GRADE a� S 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL'.BLADES OF SLACK. a 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE.IS POSSIBLE. 72" ... 2-114" 1-5/8' 2-318' t . 99" .. 3.12' _: 1-7 __._.. 3S18' 1-71B' I 8 ---TABLE 1: g rr a - 120" 4-1l8' 2' 4-114 2' TABLE 1 NOTES: � -.. 1. DESIGN PRESSURES SHOWN IN'ACCORDION .. 144".. - 4-78" - 2'.- `5: 2. & ' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ: NOTES: FLORIDA,� "� �91 SPAN SCHEDULE 1. HVHZ:DEFINED N DASA ALL COUNTY AND RTHAN DCOUNTY F AT EACH RESPECTIVE SHUTTER SPAN. 2, ROAIiVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNN AND BROWARD COUNTY �^"��xl le/WSUPP POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER PTOTQb7� 15-2339 SHUTTER.- DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN, BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A BU11£i - PRESSURE I: PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Yhfl-. S= Ted PSF PS 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 1-518'WHEN>30' ABOVE GRADE. 09" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE .120' 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. R 6. SEPARATION FOR GLASS OUTSIDE OF PIE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43. 40. E1996-09. ,. (� PRO3ECTION VARIES '2.874' 3 4.874"MAX. .jL 0.115' .,_. w! �z �', 0.062' ,y 0.450" .QABO' ivo k46�48••;.� r--1.830' i I 0.052' • a 0 •-1'.708"" 0.100" 1 -17ae -5 0100 o.o -4 o aso' aoea a 10.195' U".050 - I 0 b2- oA p `� �--��^ s t , 0 125:• 0!tlOa w n� a �( ij�!QI. u... 0 I 90 0 67D r+3 0.630' t '-f �✓? '+�. 0 143'' j y4z:'Y06�!'-� 0.971' �;1i.3 VS1.T0.971`.{ 0143 �" _ Z tls �tl,- Itis W LLw w~m E - .6*7 la'170'-t _ ! 3 0.630. sc. Z rt- o w U 'x 5 k� 0Q62 „0200• ( ,.0062• 1p200. r o060`^ 0.630 .+. g> •c -1 069^-i ': i �--.t•;o69'.. = -..:... co . 0. t* .-z SURPORT LEG OPTIONAL'" 3.0 0.200; -1A69"-f 00.. 0,2b9' �W N 0 c-5.745'MAXA,--� ,..�. 0.062'. . ... s'a w gg°z .5.745"MAX. 1 (,WALLg '.` O BUILD OL T`ti�fALL O3 crSFAiL?WG GEILIfG TRAC t .O STREAFdLINE WAIL TRACK HEAVY.HEADER/SILL.. °,:LITE HEADER/SILL o t �J SCALE HALF Sf2E SCALE HALF S12E: SCALE,HAL -:5,..6> SCALE:nALF S12E SCALE.HALF SIZE �✓ SCALE"HALF 512c I N} WHEM SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL , ON ALL EXTRUSIONS T'f - -`'- - -.0 W4",{- 1 _.37551 -;n 2.195'" {j-0.510 1=2,145' 1.230- a 1.229 �{ i o±as 0.060 �, j tw c 6 _ F� 1 t----•^:2.655',�:}, ..f+>: ��7 �..' ..�; I '..��•i ,� s 1 � !. i I � ' '7rwi.Q� m� I LO. 4.510 dg -(^„(��( •z .. � 3.Q69' a:1.Qi" ry i � G,x 3 .l Y' + •; O.ios^+�• � i I ''J �!,�., �, E IJ ...,,;.... m I -1' M. .� m. .. ,. 0.07 •l BARE TESTED THICKNESS OF 0:781 - 4.510"" 3cSlid� BARE METAL W 0 PAINT IS 0.039' p SILL ( j, SILL ADAPTER c EXTENDED SILL i{ '.EXTENDED SILL ADAPTORj j ADJUSTABLE SILL BOTTOM 1;3 6.8 STREAMLINE SLAT/BLADE IL�� .h SCALE HALF SIZE' �� .SCALE;HALF SIZE- SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZED" M�t, S' SCALE HALF SIZE 4 I G' o.oso^ l,s7o^ 0 5iq• ������� �°� 0.143" D E33/.�.� -_ 0.599` 0,341,t��I. L }.�. ;BY, I F 708�1r.0.143' D 096��' i F.. gd ' 'r -1.510' �, .� •re. .'0Q46'' ,° $ �..� ��� t ar eV � I �'• � g e��q1�a I 0.044' '0;227• 0.682 �_„ry� � y'� CP�'AcfuuLlG'IIN,A+L 1 - 15-2339 *� NOTE:THICKNESS OF BARE S"'2.822"-"-`t;' ...1 .+0:420` scull ii METAL W/o PAINT IS 0.039" Pts {pMa..' 6.8 STREAMLINE STACK RAG1U5 C !1 H G HEADER S'L_ o':&.S;ART'ER b7A!_L ILL CUP% WAU SL 16 17 18 18b SCALE HALF SIZE SC_.:P.?r NALF:.�7Z:. S£tiLE HA':F SIZE' SC r,LE HALF 5lT.` cC ALE tmtL SffE IS Q0.125' 0.610',rSTAINLESS;STEEL ,280--. 0• - p UMIUMHER OR ` tVASSEMBLY S50,357 �., If'.._ r D 0 0! . '(j•' ( '`��.` 0..320 0 HOLE �,, .' }�-, 0,276 IAD x 2-3/4'410 HT S,S. o 8gg0DD++++"^^--- �J��•+ ,'T� ? ^`ij `S. :0 -4C �f INSERTS SCREW W/TC ULTRACOTE rti✓� 0591' a I 6.8 .•.Q_D;ib 111 -WHEEL INTO ATOP 062 -i1 u oa,. n 131 w0. 1120 a:, �. b 0 240' � TRACK / ITYP &BOTTOM) g f BUSHING W/WASHER: 1 TYP.AT EVERY OTHER ,0,750• 7/16.0 x 1/2'@ INTERIOR JOINT TOP D.8Xi1 0.154��y .0.137' .r ( •-\�. _ --- INSIDE JOINT AT TOP, - 7/16"0 x 1•@ INTERIOR JOINT BOTTOM 'r7"t 'EN g� �.tn CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR f1f:l'11_i111w1v .G D U d ,19 ANGLE HOUSING-ZINC DICAST,POWDER COATED H> s < .,ROLLER ASSEMBLY , DUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�(Z SCALE HALF SIZE .SCALE HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE I5 SCALE HALF SIZE- SCALE.HALF SIZE ♦/ z - OR KEY/THUMO TURN OPERATED INSIDE. ZX, °g D x un w 6 HI:LZ50' d°€ASS PUSH LOCK pi:yw^ w 4 SCALE,HALF SIZE 1 R0.155• F 1 978' 125. b p •. ry .'.90,500. �4• 0236" 1742• 0.286', '-•{--•3 0.500" ::! 0 623" 1 710' ' I 1 224 0.267" 3 t` •.,�,. � t 0 531' ` z.as 112111" 3 3+ �- " d D� o °607 I I i .607• ,i m r Mir }0 224 0.239 «•• jII �--2.000• Q060' 0.496 •0.240" I R-13 �r,^, � �o'm W A aN^0 �«...� N L . ✓-2:750"--t ,£ ... 1,758° 1" I'?f. ( ... _..� �.1:y m.� � O �_. � c z= 27 4AINGUrRO 3 2B DE ORAT1'lE.FLOOR 'TRACK 3.476• - > t zm'e Q C' O 5LALE HALP F,SIcE 0160'_ YL001 k'0.06 0.222'-}Y.,0240' I g SCa E HAt . I 0.062" Q 062..f.0 176' u t: - 3p U NIMATE. LOOM �T MALE BOX CENTER 32 F9_ L� BGX,CEWTE?' EA ••z<„i...,,„ Tt,<.F SCF,r..£ HALF SIZE; SCALE HALF 512E $CALF HALF SIZ,£, 3� ` 5;500'x 13/16"WIDE 'z oc c 7/16.0 STAINLESS A ... .. - ........ - `m^ r ,167' I I3: STEEL NllT 1111 I ...yyyuuu 0.188' 1 /iG IBxl MACHINE SCREW t s«3 ' 7YP.._ STAIN ESS STEEL �u7 aR0:121` d 3 �.: 5/16 0 INTERNAL ;N- 4 500 1 �j 1-}0.689 POWDER COATED,ZINC DIE-CAST THREAD ^I }IEAp''TYI.E VARIE$ "t 1 OE'lTA MCDEI 20 7. SECTION 1.05° „A ,x -LOCK.ADAPTER 37 T SCn 1'J lNSER?. 38 `Htdtrt GRI EVv,,... g INDUSTRIAL SYSTEMS '�•'-''/(OPTIONAL) O SCiL�E�ULi51 E� �O AL-E FULLSIZE: 0254• 40c 40b 40c ����?IJ� � g 3S tbX LOCK- .. SCALE.HALF SIZE �� .. I_ 9 END STRIP 1" ¢ �� .Af:c NALF'SfZE Iz m �-2 Doo•� 2":& 3" EXT -t-}---1.625•- }-1.500'-{ _1- ••(T-0.125"SCALE HALF 512E 3 pp4 •3s 'I 0 050' 1 0.085•a R' I o 0.125" pyFM9rtFAyKtLB.WtGOic L $ 0.093• t4 15-2339.. ri !� Ma=_; (Do 1".:.END STRIP aj 1 S x3"x0.093" ANGLE 25 2"x3"x0.125".ANGLE ,3 2X7 ANGLE SCALE HALF SIZE SCALE;HALF SIZE SCALE HALF SIZE G� SCALE:HALF S12E -vS� n I ' 1 I�EW1518ENNaRDOi PES, .('ANY ANCHOR PER ANCHOR .. .._ EDGE DIST dXl1t�.�i I SCHEDULE�18"O.C. /^EXISTING Dist' .�! t 7 rJ .t GLAZING SEE END SiR1 SCHEDULE FDZ : No EI3. i J f/ US 3 T,ANGL£. EMBEC:f. N 20A40t H A. ,40b . 1 1 LEG `� to . D: z ~ (INTERIOR) ' .i 1/X (OR 6.8 ST EMB . .�.+ �h:K t7 t. � �f' (ftAX, i WITH 220d` O "I;V W !IO -(•r. l ANGLE 016 x 1T''MIN, O 2'x S`UMAX. 'J���sv/, _A 'EDG ... j' �. =t. \ (ANGLE LEG MAY BE REVERSED) .'�' � KW /Tat.t. t "Z0 § . tz DISI. -- -' - -' l AhY ANCHOR PER ANCHOR 2 f2)R 10x1 SCREWS AT O OFASTEN ANGLE TO TRACK •AND S u;P4J SCHEDULE @ 38'O.C. CO ER TO M, H ATTACH 4'0 6.8 STARTER W/ t{t!12 x 1/2'GALVANIZED OR S.S.SMS, Al2 x 1/2"GALVANIZED ORA S.S.SMS 3/16'0 ALUM.POP 0 a.. 3/160 ALUM.POP RIVET,OR 1/4 20 * '�-�-r RNET OR 1/4-20 MACHINE � 6 8O"(TYP S i A.i';:kNAT'E: k.Nil ST;P F✓ DF. r,.' yr US£(l)BRASS PUSH LACK OR(1) MACHINE BOLT B.NUT 18'O.C. BOLT NUT®16'O.C. �" . (EXTERIOR) .5/46-IST uHB SCREW INTO THREADED `•STH. 6.8 STARTER AND,ANG,LF INSERT'(3 AT1/35Phy T02/35PAN STALE:3'=1'-G" 'ANY TRACK W/ p� w TYPICAL PLAN VIEW FROM BD.tOM OF SHUTTER,RECEIVING END STRIP SCHEDULE SCREW BOSSES. 7. /' p W HOLE SHALL BE 3/8'MAX WIDTH,UP TO F: y r.J SCALE 3">T'-0" 1"HEIGFTT' 'PB10(2.T)"'S 0d1 i SE(t dPAss i415 6 LOCK ,1»2.-_I_ 0,^01 5/6-T mUMS r - _ LOCKING DETAILS FOR 2-;g�D r _ �. i'._SEE END STRIP S P b.I x aF)IR '!C-d1 t... tPT EtZy7j A 7s^ ,'$!'Av CENTER MATES _ I�SCHEDULE FOR MATO �j T T SIPAN RO SHOWN ON RANDOM 2 >"yL BJ 7+`(30^7 OF Sti3T R-� 29, DETAILS 3':870(47) .,6 ry SPAN WHEN USING ftPC@I tNG HOtc$11ALi.B ;/J 20,40a,40D 6HS.wrDTH,URI 1 ,�tY !-:i;:l f Y'}-�V. .1' !.6 -Y16'• max f OWITH 21 TOR ZSR �, sm ALT.1'810. i . MAX. o O� J Ed .a 40�4'04 USE APPRGPRIATE 1J g IE W. fIj r. l,'.• TAR CR HIP TO EU~ w T}. ...... .. T", ,.MNG CONDITIONS, , p 3 S kr FASTEN STARTER STRIP .d c (INSIDE) ` TO TRACKWa(21410.1 {{{ j � SCREWS AT C 2, c6 ORNER,TOP R BOTTOM x0125" ` 2 ALTERNATE END STkIP [iETAI! fj I Si 3;~ a SCALE 3'a t'-0" NY TRACK W/SC RF.W S 1}! t s � ys BUSSES., SILL u�" i FOR GREATER SPANS OR LOADS THAN (7 r Q I I, f.`� SHOWN IN @1D STRIPI'X1CMEOUIC END 4 PMOZ nMID STRIPS �c ANY ANCHOR oNTn EXISTING GLASS 7 b r_ ('fIl// ANCHOR SCHEDULE a 0140/A'T[x , � I ■. 4 i v _ t3 SCREW OR 1/1-20 BOLT TO MD STRIP. t,i U$£ 71 QRA S rUSYT ICIK I -¢ 'A � USE(II BRASS PUSH t.00K (( '� (INSIDE) F U9 t 7 5116 t0 7hYJP t < t 1 S,I 8 rruMB RCfiE��ty tU:C HP l DED SCR 1 D THR-;" D F3' -'•r ,.�",(��}' ' �_ F E 7 3 7'1I'}'SP AN Sll l..7 ]t 7y 7j�K ty PT.( A7 TJ ih -., F z 1 w O X>t-S P Pft Dnt T 2P.11R RO: t � e 80 7 MOF>�.+UT TER � BOT O .RE FIs ta0OWOl£ r8 MA.X WICTtt-.. I TYPICAL OUTSIDE CORNER CLOSURE' n` Y �g .•,� �'. DETAILS WO/CORNER POST NTS ` —I 3A T•. .,.. - ;�±' 1 30 WV17i OtfiR4atLIa° ?.E 3\ aursn�E) 15 2339. 1 F b,BOX..U_K AT t!3 "Am 1: .__:._...... ....___.._.._. PAGE DFgflh.�^ .._ .___._._. SRAN' X: SPAN 113 INSIDE + vko BOT TCM OF SHUTTER TYPICAL. f SID CORNER,, Q• CC2 GEIAIL$.`d,� /C'D.um PGt�T'' Ua. MULTIPLE SHUTTER ASSEMBLY $� ' NT> z o.m SCALE B"'-l'-0- d e �U Cl CONNECTION TYPE REFERENCE ANCqOp �XISTIINIG HOST —i.� N. SCHED LEE FOR MAX RUCTURE 70 VAY, SPACINUG Cl CONNEC'TnN TYPE V, MACHINE BOLT )/ "..;N 6 1 a 12-,.0 L 'OR 'k',' CHOR REFERENCE'ANC, (5)6 SPACING A OP BOT SCHEDULE FOR MAX� (T YP.T TOM) C,r4. ALUM. TUBE C mW 2 FASTENERS �c m�?, 0063 76 ALLOY EACH.ANGLE A rOR SIZE. SEE :��BU 6 0 I C3.. I DR. 414 1 ", p �I AL.TERNA7 r 2: 1/8- E THPU BOLT 1- Cl CONNECTON TYPE ON p IANCHOR 2' x2 /all REFERENCE MN,OLASI� ALUM.ANGLE HEDIULE PC ,A iQN. SC R HAX� PACING I fug 103 THREE 3/1 ALUM Xf POP RIVETS.- L i GL A S FRI! THREE q OR DOD 12 sms�.7 0 1 3 16"-ALUM POP R rL I R 1112 SMS (WIVEI OR V� is 01 (TYP 1 0 TABLE A(cc3) b. PRE5SUREVSALLOWABLE LENGTH USE MALE OR ir 2,.Z,x PSF 3,Wf FEMALE LOCK-SLAT SOLT U, 62 13T 18tr ALTERNATE THR.0 Cl CojNb4ECTlJN TYPE C5 CONNECTIONCTYPE- "I ., 6, . O� -0 72 171� CORNER CLOSURE DETAILS REFERENCE AN HOR REFER N E ANCHOR W;kSHER IT YP) 119, SCHEDULE FOR MAX SCHEDULE FO. ez 172' NTS SPACING 92 16r SMS P 9'0 C 102 120, '60" ANGLE TO TueE CONNECT ION —Izo lir 1 2� TABLE B(co) EXISTIN( HO'T6 1. 97' 131' S TRUCT RE v 6, LUM TUBE REVS AWMA&E LENGTH 200 114, iit T I 'GE DIST . . - I 7-s xl ED ANCE E UUAN� PSP rVrarHV� M IVO Eouk.F.FOR MAX c�s7lj,:s MI-I 7 R SPACING 62 113* 166, STENER',?b 18" C �72 7-irr- tsr ALTERNATE BUILD OUT MOUNT SECTION 5 =11 (LASE ANY ANCNOR SH WN -0 SCALE 3* 11. 02 101, 14r IN ANCHOR SCHEDULE) 92.. 9.7. .132' V Q 120 83' 1� log, -71 �/16 RIVCT OR 412 SMS 11-2.13-TI lz DO, OR 26, ALUM TUBE TYP TI 18 rl NV T L B OL piq�4 r 3/16"m ALUM POP �2. - I GLASS 7.M 05* RIVET OR 0 12 SM S x ALUIA. TUBE T OR DOOR il BE Wit TU 606 -76 ALLOY 18.,0 c ITYP,I SEE Q.rOR SIZE, 5"1 2 FAST ENERS EACH ANGLE NTINUOUS A!UMINUM ANOLE 0'�TIONAL ANGLE :-,INSIDE 'P 'It ALUM A"x 2" 093-6063-T6 THREE �lli6 17' ALUM ANGLE,TY . : I ORI�NTATION TYP,, A #12 SMS,TYP POP RIVETS OR rA I 2".1/8- TYPE L DR 2"x 2'x 1/8" FFRENC as I - ALUM ANGLE N �E A NC v %CHEDULEFFOR MHAOX USE MALL'OR FEMALE SPACING LOC i<-SLAT "1—05 EXISTING CONCRETE, BLOCK OP WOOD FRAMING 15-2339 (OUTSIDE) _E INSIDE SILL MOUN.T SECTION #12 1/2`GALVANIZE @ SCALE 3-.,V-:V on s S TYPICAL CORNER CLOSURE DETAILS !E CLOSURE OPTIONS POP R.— SCAL� T-0` NITS MACHIN�BOL7 9 NUT .. .. FP,AN2 L BEyN:{,RYr C5 CONNECTION TYPE REFERENCE ANCHORra.15 TING z w` SCHEDULE FOR MAX STRUCTURE �l ❑CJt •. SPACING_ �.1 � "MAIC �,-=4/c- 0 MACHINE 80CT P '•.'!- GLASS w¢4+—x GLASS �4 ui C1 CONNECTION TYPE 2 ;< OR DDDR ` ❑y7a• OR DOOR w / _ REFERENCE ANCHOR -'}�. jaz.1 {{ r�1;w" SSR lsty E,;FOR MxX 1MIN f2✓. f, TIYR TOP&50TT9'- r�µI�. ID `*^.. i SA. L�L,,.x� _'-0 C'. GLASS - .x Vl uai m 4�ATi+BTSDa Ui".In a B_]/2' I :ZQ 1/L"-20 THRU BOLT W/ fFARAT(3" ,q q14 x SMS 12"O C 'fiER: X X p:2 *r .E „ %'0 T A aim nO / �� �,c �• LOCK NUT Cal 12"D.0 OR ,. E F•'W I- OR 3/16-0 ALUM POP ,n 4 RIS OR.I Fp+f 'J^•' "' 112 v 1/2"'SMS Cal 12"0 C E,S, o-p : T/.A:.....'? : E YJ'a ❑ �� "J....11 (L` .'zlj(' $ TA5LE. -,I- RIVETS Cal 6"'0 C OR 114"0 N OR 3/16"0 ALUM POP -,7 I �- ❑ /- ' w ALUM POP RIVETS Col 12"0 C s� RIVETS Co)6-O,C E S k o i _ w V/p J' ¢FV'. 'R 1/4-m ALUM POP RIVETS N. (al 12"0 C E S. / °... 11 ANO 30 I _ ," T}{ Ci € FREM' )K MN GLASS z Qd w LL (?�f, �} I I1/4`MAX FROM..P1N ASSEMBL°.*— ti SePARATI0.� 7.7 T�� V p _Z1yF�{ 0 r_�6. ItS'TYpcNG' PER TABLt2 ❑ LUW L S ANO 0 II dU)OE :0�4SHt:C- ,�,r ,.,. WASHER'ITYP I = #ur V w roti O c >x WASHER ITvP 1 `, ❑N ASSEMBLY rt f l GLASS N> m 1'2 /2'"TYP -EXISTING CONCRETE.. w.. ,+ ,F' 3,CONNECIIUN TYPE OR DOOR, XL"❑zH +0-y z' esi- BL DCK OR WOOD FRAMING r' !' ,f REFERENCE ANCHOR E ¢jam'¢ N W s� d.` V •/ -„ -, COG SCHEDULE FOR MAX t oa ow W CONNECTION TYPE OI REFERENCE ANCHOR .�� SPACING SCHEDULE FOR MAX 1�I7�// Op¢ -.•:[ SPACING AS SHOWN1. II,•„ -O'3 CONNECTION TYPE IN DIAGRAM ON PG SO7?. YLLY J.J :REFERENCE ANCHOR EXISTING CONCRETC, w ❑ lr -,i 0��+ ' „D _ y r SCHEU ULE FOR MAX BLOCK OR WOOD FRAMING 1 ,E--- i P41'!d k zROht Y�lh •EiY ' ✓. - f SPACING ALT.FASTENER I + -J'�E-' IOUQE TO EUSHINO Cl CONNECTION TYPE LOCATION FRONT AND REFERENCE ANCHOR 'tr-' WASHER(TYP) 5. \ !1/4 MAX FROM BACK ANCHORS NOT REO'0 I a�j INSIDE MOUNT SECTION SCHEDULE FOR MAX WITH THIS LOCATION °`•l 1 PIN GUIDE TO SCALE 3"_1'-0 SPACINGTYPE rril BUSHING WASHER 'E CONNECTION F c INSIDE MOUNT SECTION REFERENCE ANCHOR ep;�y2 0 W (TY?1 � !' - SCHEDULE FOR MAX 'fit M SCALE 3"c 1'-0"- EXISTING CONCRETE„ / SPACING :pv0.� BLOCK OR WOOD FRAMI!. m. L4 BUILD OUT MOUNT SECTION 't�a �'-.-.r•" 'TYP BOTTOM EXISTING CONCRETE, SCAIr 3"e 1'-0-" ,�q•,c a�>•�— KOCK OR WOOD FRAMING �t„✓�„ '$.'� G'o. w t 1 TOGS'0 ST =XISTING I Q NOTE..FOR•DETAILS A.B,D'.ANDS DN THIS SHEET, F r�Ly`jECTICW TYPE STRUCTURE d THE SASE TRACK MAY BE INST ALLEO IN SECTIONS ',f'� /' RE ERBF).E'ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EA CH SECTION HAS ul O _D.y f SCHEDULE FOR MAX, �'. PREFERENCE ANCHOR o A MINIMUM OF TWO SETS OF ANCHORS AND IS A ml SPACING SCHEDULE FOR MAX r .MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W 7._ SPACING ,¢ USED WITH THE BASE TRACK MUST BE CONTINUOUS It`-"_, './. 3 16'. ` 7 ti.. OVER THE GAPS BETWEEN SECTIONS, 1 / &R 2 w. �u :aF GLASS Mx � �y ] v 6 �t OR DOOR .IL,i55 Sa r 41 S❑W • �� �'S a S arl^tj� t1w 012x1/ "SMS( 1 " FF:^.AT12 . I ' +uww❑ 16"B ALUM 5'E? j O 0 COC R POPRIV3TS d 6t-o-t� 7Ig1i4{€ppp X 2 O z r GLASS OR MN 'ASS 0'7:C OR 1/4"O AWM POP �4 DOOR L+m f;'3 7. Nim RIVETS 12"OC ❑a as J a"apNa UfG , MN GLASS i�"/ �. Z u m Cal - W N I Af T' LE•2 C:2 %I� 7 .n ,r. 40Owa _ �¢ ..t I. SEPARATION " 'm 1 ksAg'E^ .i rz..e=~ OT AND OB T„S' r �w uai g• @p1 e 1/L-20 S S MACHINE ..._ =-+O p ,fF' GUI Yi Ch SCREW E NUT uN ASSEMBLY 1. t �,e,,,! i7 a/ ".CL;IDz T Ei 3,t..yl3�:f,L' ! g _._. 12'0 C.:.. t. ¢. o ,• ,3r' ta:.5`+.ER ITYP I w I _ ..; �a •'S GLASS - ,.r .l ❑ t 1!L".MAX FitCrI PIN g OR DOUR---Ht I I'. -1! '1:.i FR. a.,.PIN m Y IS✓ `"'. {-' vIC ' b "gyp X -- - i F x. >t ,+' - 4 CONNECTION TYPE :" •u!0:=.TL`BU.SHyNL s 1. S J 'aU F £7��Jtt5°iliefi 9. WASHER(TYP) iYrR .![' Re WASHER IT YPI / o p r REFERENCE ANCHOR ✓s - (XISTING CONCRETE. SCHEDULE FOR MAX \` 0.tP:flcTrtilWKL»iwf✓<U?t + -� '�-""•'•-•�- SPACING AS SHOWN 2 CONNECTION TYPE FROCK OR WOOD EXISTING CONCRETE -1 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339. L FRAMING BLOCK OR WOOD FRAMING REFERENCEANCHOR SCHEDULE FOR MAX x03"x 1/L" CONT ,! �I.e + Z COP{1EC`116N TYPE 012 x 1/2'SMS Cd 12 SPACING EAL TR FASTENER MAX SPACING E¢�C_aS.00R]PTIOt11, 963-T6 ALUM ANGLE 9, f,-�.. R fE�Et84E ANCHOR 0 C OR 3/16''6 ALUM _.EXISTING CONCRETE, /; - 0/� �24 LOCATION_FRONT AND tAY BE REVERSED SCHEDULE FOR MAX PCP RIVETS 6"D C BLOCK OR WOOD FRAMING '1 SPACING BACK ANCHORS NOT REO'D .. 5 SHOWN DASHED)'; OR t/4^0 ALUM POO. WITH THIS LOCATION RIVETS 12-DC , l;ALL/E iLD.OUT 'co!-YAi.) 'aTc011NT SECIIOy: n° CEILING / INSIDE MOUNT SECTION.: ?` 1 GALE 3'5.9� SCALE 3 1^-0� �:,'LCTION MN GLASS -"ottl �"96rl4PA0 Pg. GLASS SEPARATION OR ODOR PER TABLE 2 tiir0 O.I •��,,/'��1{,,�,f` m C=G GLASS OR "A P vl Lzi�Jtl - u R^' DOOR ; C w Z rGLASS OR = 4 DOOR MN GLASS SEPARATION 7: X { I ¢ K ": { MN GLASS w W a''Ek,T-.A.I:�y7 •¢i SEPARATION 'w m ! PTAE' Z. Wj 11ve�rABE2 Da wf �Q. �g »m. w''m °Z Cl CONNECTION TYPE 1 t w ✓� rm `ti+rr� 1/4"MAX FROM PIN GUIDE a REFERENCE ANCHOR '' Q OJ TO BUSHING WASHER lTYP 1 20 ,meq Q N SCHEDULE FOR MAX wILI : { {1! II, '•e W0 1/L"m WOOD -- t5a.4.� SPACING: c I J a N " :'. I t LAG SCREwS(�l 24:` ,.,r -Q4 CONNECTION TYPE - t� 25C L( 01 Q O.0 MAX WITH 2' REFERENCE ANCHOR I 0 W D� AE �T HREADED PENETRATION ✓� I T"INTO CENTER OF 2X STUDS € SPACING FOR MAX 1 EMB'T '^"'. 414 SHS(nl MIOSPAN BETWEEN let.; - STUDS FOR TRACK TO "e 4" ' PLYWOOD b TUBE CONNECTION 1" EXISTING HOST STRUCTURE f S T UCCO FH<S:� 6063-T6 ALUM TUBE yt;yY THIS DETAIL TO BE USED WHEN STUD SPACING DECORATIVE FLOOR TRACK DETAIL WALL MOUNT.iI?!- DETAIL w;� "' SCALE 3"=t'-0" t•/ SCALE 3.-t`-Q` >: EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING I ,)WALL MOUNT SECTION THIS DETAIL MAYm� a m C P SCALE 3 1'-0'• ALSO BE USED ., --AT TOP CO � 01 T :E Pj ACCORDION SHUTTER PER PRODUCT APPROVAL —GLASS \ ' MN GLASS : m 'a SEPARATION DO 73 Z)'u` — OR OR N " PER TABLE 2 - NEXISTINGW G ) E RAFTER 000 fR=O 2 f' APPLICABLEATTOP { Z T US OR A T. y F ANDlOR BOTTOM g I Q a X Q (al 24"MAX 0 Cit � i 1T2.TaP? 1, '1 o MAITSTING ERIAL'FINISH r' 1 I 1/2 MIN w !! 5 6 t ; � ._.='""�l/4"MAX FROM PIN GUIDE 2"x 5"s 5 TO BUSHING WASHER(7YP€ 4 2'x 3"x y"x CONI7N0005 OR { >�.. •i 8 8 Y ALUM ANGLE w/THREE e ' II -^x•2.175" 3 fi 1/4' TILEITYP) 1/L"m WOOD LAG '� i✓ _� _�w n .,�+s 2'x2"x36"xCON71N0005MATERIAL SCREWS WITH 2-3/4' �-. 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 333 •.�•• 3/4"PLYWOOD PENETR "T"IN WOOD C✓0 g .` .s 0.9"MIN.THICX 6061-T6 ,'% --1/4 m A325 GRADE THRU BOLT Cal 7"OC EACH RAFTER OF TRUSS, 2,/. FASTENED TO ANGLE WITH 1/4-20 OR 5/16"m A325 GRADE THRU BOLT(A 12' 0 C ANGLE FASTENED TO MACHINE SCREWS AT 3"FROM ENDS ;F 24"O:C MAX WHERE i , EXISTING 3 KSI CONCRETE�,/ +° AND 9`O.C.FOR THE BALANCE GALV ORS 5 ANGLE EXTENDS BEYOND x HOST STRUCTURE WITH r LAST TRUSS MORE THAN EICO ULTRACON 70 CONCRETE/CMU I tt 33 3y0 ELCO ULTRACONS AT "b' 6", EXTEND ANGLE TO f'r! s IXISRNG CONCRETE HOST t.. 5"0 C.W/t-1/4'MIN EMB = 3'FROM ENDS AND 4'O.G 2.�y MIN. STROCTIIRE(3000 P51 MIN) OR 1/4'°0 LAG SCREW(d 9-0 C W/1-7/8'' N-XT TRUSS, FOR BALANCE WITH 13: - 7 MIN EMB IN WOOD SG=O 42 TO O 55 t°" 'MAX.OESIG L D 7 EXIS TING CON 1R1 E, =..y'�� �EI M[N EMBEDMENT AND 2 N. Q9 A 5'-0"MAX SPAN: T MIN EDGE DISTANCE t 62 PS F. HOLLOW BLOCK OR STAGGERED WfI1i 3-Him MAX DESIGN LOAD AT 6'-0`MAX SPAN: WOOD FRAMING SEE 2'x S"x vB"'CONT XXw 11 SPACING,TYP t52 PS.F: ANCHOR SCHEO X15 2339> .:-1. A LUM..ANGLE 16063-T61 _ BASED ON TYPE Or Q~ a STRUCTURE HO SC.AtE NTS IMA% DESIGN LOAD_72 P S F).1 ,meg.? 2145 enn"r. PASS THRU DETAIL o. Hb SCALE 3"=T=o- /'¢`i TRUSS MOUNT SECTION 99 L:.i SCALE:3"a 1'-0". e EXISTING HOSE �.ALT.LEG DIRECTION d1mG�t6N71 STRUCTURE.. 1/4'ALL POINTS SOLID SETANCHORS WITH 7/8"MIN JrJ�i 12"MIN FROM ^EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, ! SHUTTER BLADES ASSEMBLYWNDOW 1SPACING, TOP O0.BOTTOM ' ' ,{2')6063 T6 ALUMINUM EDGE DISTANCE - :ANGIES.PER.BEAM END,517r: 4, 4 {� SfZ' PERSAhN TtIBESCFtEDt)!:E- S4 ✓. ..._._._.__. 6 4., EMBED _ t SPAN TUBE PER =•O - to ' t �"I 'KCCESS�HOLE DESIGN SCHEDULE I^ EDGE OF ACCORDION Z Z O.MACMINE T W NUT QS - F 1;;.' SHUTTER BLADES O.0 OR 414 X 3 4"SMS 6'O:C. -�s•. t�: �.-. 3.5 MIN .ti', 414' E TYPICAL l2" P<t 3'MIN m EDGE !s F tp xEi 2.875.0 HOLE(TO RECEIVE DISTANCE '.,Z� '�•� �'^:gr' ROUND WINDOW ASSEMBLY) € (" MIN.GLASS MAXIMUM OF 3 WINDOWS i. EXISTING I f SEPARATION o� yf(() JJJ PER EVERY OTHER BLADE" f GLASS DOOR P O= 3 r' i 3*MIN LIGHT-N-VIEW WINDOW ado EDGE - ]YZ�MAXuga N� . 8 N.T.S. EXTERIOR ELN _-. _ .D1STANCEi- i1 •3✓r' `.q 11.°}At4X E6TCi_ "fr:'JIS0.!�Ya :. � . 4p • u P, i..i `�' t BUS�ve wrtSMf:R 2G C7 0 '' n ia ACCESS rT„`;.u4-2D MACHINE BOLT VJ/NUT �. A - t 1/2" 12'O.0 OR*14 x 3/4'SB 6'D.C. 2.075'0 HOLE TO `.-1t E3- HOLE_ .I SPAN TUBE PER RECEIVE ROUND EMBED '`. DESIGN SCHEDULE WINDOW ASSEMBLY 1/2' _ '(2)6063T6 ALUMINUM ¢ ,Fr€!' M �' '`-MAX. ANGLES PER BEAM END,SIZE =.11. �0 €� PER SPAN TUBE SCHEDULE Tei p R HO'TTING , 1!4'0 THRU BOLTS SEE BEAM C STRUCTURE EXISTING SCHEDULE FOR REQUIRED NUMBERS a:..._ 1/4 r,LLPt3IPrM SO LTD SET ANCHORS WITH 7/8"MIN .m E EHBED IN CQONCRETE ORMDII:CW BLOCK 3'MINIMUM )_ D.125"- �. „i-0.125° SPACING AND,3 M NSMf1M':EC!GE DLSTANICE 3 j 0.032"-!H MAX.DESIGN LOAD t72 PSF 3 SPAN TUBE SECTION N.T.S. VERT SECTION y a” B a !sd' 'N SPAN TUBE SCHEDULE ,. .._. ALLOWABLE TUBE NUMBEROF ANCHORS PER MWUAUM ANGLE NUMBER OF I' I SPPN THRU-BOLTS LENGTH TUBE SHLTMR ANGLE I (!E z ROUND SIZE SPAN i-_ € : WINDOW r -TOP 'BOTTOM TOP' €BOTTOM TOPBOTTOf.1 "TOP' B01TOM �..3 1 sp ASSEMBLY' TUBE-� TUBE TUBE TUBE TLAW ( TUBE TUBE ly^TUBE . ' i Bo' 1 223.8 J 'la&2 2' z' 1 2 8 r 7' d $ B6- i sat 7' tCe9 Z 2 ! G p¢q7{ q 77 4 0.126' U CIS Gt i 123- C37 2a i 7... r .: (a. \: ,a:. �*': ••� i C3 d 12&Y t57 B' 2 2 2 3" J 2•x8`A .€ .."-- '° • '�.,. r/ 0.12ti _ 7 -SS Y Zr S 102.8' 1897 I. 2...., 2 _1. 4 4 10 10 i @ — lj & 1 t ut saga i.Ttin 1 z z a s. r._ 1- 4 lit 1 rxak ¢¢ rr '0.188" ,,5•. �ii22.T• 1557- 2 2 1 a T 10• -43.250' i)'- I i! o.t2s 1 7 1' 146.4 iJTS 1 2 3 i 8Bh I� B0 1 168.1 40.0' 1- 2 i' 2 a 4 T '1 7 2tgtp ) !j 01k 4• I ta0,r 2..^9.7 X .a 1 's. - LO' t6' iyi[4 7 5[• } LIGHT-N-VIEW WINDOtiN sTs 'ts2a ` ioal I 3,_._. a _..._._s i.� i� io" rzmrisoasvmo,e .�_ �/f ( SPAN TUBE SCHEDULE NOTES- "4" OTES- SABIC PLASTICS SLX1431T-UL-94H6 ' - 'ANGLES FOR 2•x5•&z'x6'BEAMS. 25-2339 2. USE 2"xS"xl/4"ANGLES FOR 2'x8"&2'x10'BEAMS. SCAM -. 3. USE BEAM SCHEDULE FOR.DETAIL 3j8. p�CM pgol. 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. 2 BLADE W/ ROUND WINDOW S. SPAN BELOTUBESMAM. USED IN TUBES SHALL HAVE CONDITION WITH LIMITATIONS SPANNING CLUDIN SPVE AND S, $I BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, E ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS a N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.6. LAP BEAMS ARE O 7, ALL BEAMS AND ANGLES 70 T0 E 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE 2.5'MIN EDGE DISTANCE Not ars U To 6'-0" Soars Uo To 9-3" �Spp_nUp C SZ-0"LOADCONN TYPE CONN TYPECONN"YP£(0$0 61.1-C2 C3 l"GS .CS 'Ci.1 C2C3 , C4 C5. Cl j czC3 C{ CS IIA".TTWTAPCON ORELCO I., 16.6 4160 15016p 3160 16,D 1160 '9'0"lA30"36:0. 160 9S SS 85`. 14,-;,v,5" "'; ULTRACON WITH1.3/4^ : 36tC°''16 D 14 S"SS{:5 16A-15.0 122.0" 7:G"!1105':16�A".]S 7 T5^"{5• 7S 16.5", -p EMBED(3192PSi MIN C'ONC). Ib_0"116V"1 9S"'SFIS"136.8"16:0 9 5- SS" 8S^.25_:._SS D'• 7S 4,v 7 S".10,5" 7.3 z r� x 16,0"113,0 ;4111:0,(,160115,5"80 5:0" 75' 1T.s* S. 7�.5' 45" 7S' 10;5' '� 7 t3 CpM31Ni%T10 _ 150--75 4'S 1 T� 5 ISQS"15:0 7 6^ 4.5"11.7S 1115*150'17:5^'65 75^'75.51. 1.1'1`"'1 y 9Y/ 10 CON9tN4 i)OCu1/4'MILLENIUM MILLFAST 260".1b0"150 16A 164,16,0 2ba '9.0'IT33` 16:0"260" B5" S5 9.p"'13:5WTf1i1-3/4"EMBED 3275 I60"I60 116..15'.0"160.}6,0 230 70''10a 16.0"135 47,0" 4S 7.5` •95" �/ �MIN'CONCREIE) ( t66.'150 B.S 130 14A.14.4 85 55 90 13S"13 70 45 75 95" i3" 1 C .. O '�111l�Vr0L� �w,z 9, Ud Sb '20 70 4.1.0 IdA 1 0 7L5 4 :a5'.ttti�t33 5 1.7.0 a 5 7;S' 9 v 13.5 7 0 4.51, 7.5' 9 5"53,5 7'0 :3 5 7,5,z}5" 1 :µ. pF m 114''.ELCO CRETEFLEX S54 43 S6 Q: 180 i6�IG.B SG-0 15:0'10.0!175'I2EQ Sdp"140"125'80 13.0"160" gr.S ITY'F.7i 7xS ISP' t ( x130%gg}� u� W/2'EMBED(335099 MIN 53 !&0 1frA I 0 16;0 160^16,0'.360"l0 a, S� 26.a^160"s1D0' 6.5 11.0"14A." - .. W �•1 W s � COHCj 62 14.0"1ff.0' lI S IbiO 316 0.16 0 12 S 8A 113.0 18,0 16 0 10 0' 6's" 11.,0"14.0' ?0: 36 0"16 9 I EO S 14.0 c1b 0 pb'0 30 5"T:0.22 5 15 0.184"1010 65'11.4_1 14;0' N Q"`s w 100 36:0"�16n 6:5 12:6^.34.0"36E0 10.0 '6;5" 110"14:"1G ICO :dS 11-t1:'14:0" ouWj 1 MINEDGE DISTANCENOTE, -S'-INDICATES ANCHOR SCHEDULE SPACING r�i0 C7'I C2: 'C3 C4 CS" Cl 1 C2 C3. GS F GS' Cl Ci-j_1:3 t4. C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 2IL4 TPN TAP[Op OR E3L0 43 16.0"1160' 7S' 8.05 16D ]6A 14 Q"'Stl' 55 200' 16090: 30 4.0".14.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE UCTBACCt I WI7M 1311* S] A60'1P6 0' .SS: 6:5 160 Sb.b"512.0 !/ 111{5' M150.I45" 75 ED:D" ANCHORS ONLY 1 J .EM4ED?3292p �H.Td COh1C) 02 169'ggZS S" 45.:.v,M,•,S" 160 160 90 t 40 245"14.5^ 9 S. '14 D`. - CL CONNECTION TYPE USING PIECE(�WITH c�II Ir TO 1dA¢!15' d0 5.0 160 15'0 S" 11`0'145 75. 1C.0": OUTSIDE ANCHORS ONLY ^I 14 5 1:7.5 /' ! 10 0 51:5 7S" ✓pj,/SO O'.14 5" 7 1/Y FIILSENIUM ML1FA5'f a7 16.0 0 LOD LO 13.x"S6 6 16:0 113 0' bS" 9y5"''16 0'13 D 7 0. '1 0 6.5.305" .x.. WTTN 414.EY..B.D_(2275P'•3._53 1601Ib.0 &0 -St;O'16416:0 00 5.0" 7S IG,6':SOS 551 54. :7.5" ANCHOR NOTES: MIN CONC'R"_ 62 16.O.riLS"160',8A 26.0'13.5 175"-A:0" &5 210"105-5:S' S;S". 7S" o. r 70 SE O-9.b 3 5.5'CS-B.0 116.0"11'.5 S.S y? 5 5 B 5" EO S 5.5"'�'/ 5.S«. 75a- 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING +�•y `o 2 5 .100 IDA"I 5.5"z S:S 7.5^ 10.5" 5.5"- ! 5.5 7:5"'10 5" 545"1 /� 5^:17.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC(AADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). G ;1-174 MIN EDGE 025TANCE... '� z 1{.} ALL POIT(TS�SOLSD-.SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERSAL, tp:< y u ANCHORW/7/B'i'EF36EO s CE C7 Cl C4 t C5 Ct S C2 C3'r fli C5' Cl CZ I Cl T Cd"' t•S`.� ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR Q, 13 IbA 16D IILS`k10;5 t46.D":1Ci0 77.D 55' 75 260;12 G5.�3'0` 50":10:0'.' EQUALTO NEGATNE DESIGN LOAD-ON SHUTTERAND SELECT SPAN GREATER k (3,bObpa MIli:WJFCI: 53 }6 0 1S 0";6-.,5 1 6:0 16:D".16.0 &5 .4µd" 4(Y': AN OR EQUAL TO SHUTTER SPAN. �. yrs 62 16.0 :.10 56 ?'.0 26 TY 12:.^ 65 3.5"150 10-0".185' !rw- 40 7.4": w o. z2 70 IG.O^ .9 0 1 4 5 .'G:8 I6.6"10.5 5 5^ 3 0. 4 0 1 ti 0 Sp 0 S 0^',ri% 4 0:;7.0:' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATSON OF CONNECTION TYPE. t 12 3 g 100 10 M,!S.Q v 'a:0 I 6'•10.0 S 0 / 4 0.(7 4 16.0` S:II'{' 4.0"- 7.0"' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3.HIN.EDCE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ►r,,, G e $ 1/4-ALL-POINTS SOUD'SEf - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ^3" ANCHOR W)7/01,EMBERS Cl. C2 C3+'C4 I C5 .Cl C2 C3'i C4 (CS, CI C2 1 C3 C4: Cs. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF i/4 2055 MACHtNE SCREW 43 16 D lfi 0"16 4'Ifi^O j16 0"115 1G0�11 5"16 D?16:0•`28 0,II'.0"11 340" CONNECTION TYPE. (3000ps(MR1:CO:1C) 5; 1G 0 114 0"73 5 10.0(IGD Sb:O'.14 fl d.8 r 13 S 16 d"T4 0 65''S 5' '9:5' 22;0":' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE G2 168;160 }0.5",16:0'116.0".16:0 SLD 7.0" 110.16.Q"36$ 8:5"155- 9.5".'32A" ONLY. •�1w 701610"Y*0 9 Aa:O°116.0":46:0 90 X6.0" 10 4"23:6".18 0 B,5"X3 5 9;S":11,0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 16.0',B,S 5.5'i.9.S,.12.0"SGO 8.s"�1.5.5"19.5' tzo,16,0" ox,P 5' 9:6'�1?"'75 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT MWEDGE DIS"ANCE LENGTHS NHSHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER :m 3/4 POLiEtLS 55:OROP•IN' -. '.. 1Y(.1/4_0 SS DLT AND C1 C2 C3:s CA 1 CS CS C2:€ G3' C4. GS.' CS C2 7 q I L: C5:' _ ••I� sE --- it i.EM8E0(3000(6 HCI;' 43 16$y16 GIl<0 I16:0,y 16.G"16:0 14.p" 8.0" 12:5"14 0".24 0' 7S'15 0 8-0. 22.5'. 7. WHERE'EXISTING, IS WOOD:FRAMING_WOOD FRAMINUCDNDITTONS p s1 I CONCj 53 16 0",1160 9 5',1{40 2I 0.ld.t1 -9'S: 6.0" 10.0 Ib:O"it 5 6:0" 4 0 7 0":'pi0" -VARY,'FIELD'VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD,FRAMIK(S - 62 150"4.t25".AS 1'2.0 116:0"2T S:0" 0 ti.5"313" bA" {Ot 70•'BA" MEMBERS NOT PL\WOOD::FASTEMNGTORLIIVOO6Ib AC(:,EATA9LEONLYFOR IgI' 9 70 16,0"110 0" 6.5" 10:5"26.8'12.D 6 D" 4,0" 7.V, 9.6" 12S S.0" 4 0 YG 1 13:0" SIDE:ISO�(JREPIECCfs c{,I1q a . TDO 41.5 t'6 q 4.$..'.1 7 b 69 ii 5" 6.0 1'4;0'?17.01 6;0"'22 60 W. 7A.:-:B;O". 9„ WHESHALL�B£LCtCATEDSN CR OF NTo pMxNAL 2 4F`t•SMb):p015 SIUps'3 R gE 1 I i- sit _m '1/4 POWERS SS DROP-IN .... .3_3/ MIN�EDCiEDISTANCEy. ..EDC'E.DTSTANCEISACCEPTk81E:FORW(70pPRAM7NG, LSGSCx'EIVSSIi(.Ly., ffiI3/gilIl,!..I7 Wj114:7.0:55 BOLT AND CZ CI C3 1'C4 CS C2 CZ C3.T C4"CC5 CS C2 q�CF C5` HAVE'PHILLIPS PAN HEAD OR HEX HEAD. Pik R.. 1:EMBED(3000ps11IIN 13 18D 140'150.160 160' 6YL"115�':9II'' 735"160 258' 7.5 5tl 90.. 12.0'.,. I 7'� n. - 9. MACRE SCREV155HALL""HAVE MINIMUM OF 1/2'ENGAGEMENT OF7HREADS IN 3 s 6 _. CONC) 53 26 0.250"10 7 150 3w 16'0 ID q 8 5^,IO S"16:0 12.6 6 0; 4_ 75':8 5'' BASE: SCHOJR MAY HAVE:EITMER A PAID HEAD,TRUSS HEAD,OR VIAFFR - 62 160:7317' D 0-112:5`26:_55-9 8 C 9 0 9 0 12 0"22 0 6 0'"-4 0 7S�'8 5" HEAD'(SIDEWAt14 BpCT},U.O.N. '� 70Sb0!205" ?0 14:0 a16p lt5 I8S 45 IDD -95"3ZC 8A" 'i 01 75•::B5- � i i ••p • - 1M 1L0!i S Ir 4 0 75 B 5" 320 i 6.01' 4:0 7S 85"112.0"1 6:0" 4.0" 7.S' 0.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �ImS�p;�> e�T 9 .•MSN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, B16�pI3t14iY 612 SMS W/2'EYEWALLCE�.CL..t3..1:C4 65 .:C}' C.1 C3': C4'. CS. C2 C2 1 C3. C{' CS`. NUT OR WASHER WINGNUT. aMaO, OgVhX4A"ti�nPOPL ARMOR INSERT W/2 mEmnD '--. - - .. 13 14:06416 fl 12 5"1$q gip' 8,_116'0.. 7:510 0 1b:It" 6 0 9.0", 4 S SS',;.13:5;1 Al: MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (zootlPsl MIN cont) s3 I6.G"^; $ B 5. l:a 16,0 i6:L 113 5 S;S.f 60 334 q:`14,V' 7.4' 3 s" 5 S"We 15-2339 62}6A"25 5I 7 D'LBS -16.0"3G.4"1 f 8` 45: 6 5 I+0.'24 tY 7.0'. -3.5 S S".:SO'-G" 17. VJt{ENANff10R1NG TD HOLLOW©tAC!4,SDS DRILLS SHOULD NOT BE USED TO SGies - 6 0 ILD S::S4_:70:3 S S S',::34.0" "ORS4T..3NTO HOLCOWBLOCiC.f1OR5H@ULD IMPACT DRILLS BE USED TO INSTALL pA¢t p6CRpyTppR 70, 160.1X8"149SA 16:0"145 7540. + CONCRETE SCREWS TO,HOLLOWBLOCK< 160 14.0,76 3R 15:5 lA4"14:0"'170 3S« 55 ,.-. L';' 70 35„S5^-9D:1T' 612 SMS W/2.75'EYEWALL' 13 TS016.D SG 0"35;0 Sb.Q"54.0 26.$ 10.0"11.4D�1b 0"24.0�11S:6D.T 9.S":16:6" ARMOR INSERT W12.5" .38:71:13.16" 41� C_ EMBED(20Wpsf YOi CONL). 62 16,0"}frA A5" I.}.5]60"I6.1V'll. 5 6.5" 9.5" 1d:0"•16 it 0- A 7D 16:0°3dA 1L0.-i ILLS;14:0.".16:8>Y45 5S" 8S"14;0"368 90" �S91' EFT13.0"-. 3.0" 6:6" 1]:6"56.0.9.0" S.p 6.0.-1107: - _ +tt17,1 T7117Y tPEC046N9 {.. ANCHOR SCHEDULE:'CONCRETE CONT.) ,��''� e• ,(� ({tuft : �.qL '1111 ITDDE,PISTANCE 3 318'M.N EDOE OISTRNCE .. t- F / 1'� Spans Up To 6-0" spons UO To B'-1"' ,,Spans Up M6}•2'-0",' Spans Up To G-0" in TIb76 81.5' ",4pans U,"Cg 72-0 <L N p 6549 ^ LENS Yis tSfAD CONN TYPE CONN TYPE CONNTn ., .CONN. E ..CONN TYPE .. CONNTYPE - No EOOd •�'^ , o, ANCHOR ;.( Ci C2. !CS i G+;{.C5 Cl C2 C3 �''.Cs.I..�. Ct: C2 [3- C4.j.CS C C2'1 6.1Ca...:f6 Ci I t? `: R C4 1 CT.. -C3. C2. 5716;.ITW TAPCON XL WITH ;43 1&0;k6.U"pl&D';I6:(rls;a 160:16.a"22:01'116A 16A"16:Q`+32.0:7� :0'"..1?-4;}6.0'26'O.e_6:0.b}8.9 16.0 160 36.0"9I6:ay1X.S'16:016 g'16�q^€115 75 !}2HE 6' 1-3/i'-EMBED(2899ps1 MIN '-53 36:D";26:0"6f4:4"16:a".16:0=26=0",!la3'•9iQ".14:0 1507 16.07 9.a'i 6.0?:10.0"125"26.4" O'i43d i T6.0°y 20 A'+10,A"15.4719,a,133 S6A,26:9„95' i�-D:i .0 `'�4::,. gTA,,,E CANC): 'S2 1b0 Yfi4 t5f :Z5-,.imp 46.0-16.6'90�60.,_3g0 t.s„S6.D M16.O.µ13 S' }6 D"i1.60 56+"115':75_ !D i60-16.O.i9S 70160 155€95^ 1:o'!46.0 1s.0�'9S" 6.0"'10iS�23 S'16.D`i90'�6.0":10.0"12.5^169 .b.0"yI00 ISD°•116,0 Sb�♦7.O.M�6.5J03!1d 0^14sA" 9ST6..ab:D".16'EICOULTRACON WITH °'A7 16.1•'p :0"16:0"36:Q^:36.'D"16:0:',16.0"13;5116.0 ,36.6?.id:@'12,0' 8.0".€13:5"26.0"1lll . :@�: ; NALT � W o -:x �/4TEMBED(3500ps7 MIN 53 I60i16:0"316:0"2S:a71Y5:0:'Ifi:O'155. 00"16:0 16:0"35.0" 9.5" 16:5"�i1S'y5"3.355".lb:a"Y6.0360"Sfi9"tf6 Q'36:0"1670.-1L.0"€16;4. iGQ .i6ia:.lg5 .7.5'P32:5"!15.0' - Z( �I>aC��.a COrtC). 62;. lk,a"I6.0'E32 5.36 4',f S6e0-14.0'124 1.$0":td:0".S6:D" 16.0 26 4+24 0 1&:0,`ISr 6,•.G"•16:0"113_5' 9 Q"::SSS.D 1&0' !8.4'µ1D S}7__S".12.5"15.0" �4 SLQ OI i.o it 70 r.SE:O"rk6:0"ISD-5'16.0'1`360"56.0".1}00" 7A-IX_:O 14.5"26:0 95" 6S":.I1:S'175"18,0 ,5.0'.!11.5"16.0'"36a 164"11:4 75'24.0i1176:0 I5:0"iY@St'75`;22.5�'.�15.0' Z oym °u`° •4tXG'1G.0?'-9.5"'S:5"'11'.5"'13.5`16.0'aS".`6:5":f1S:5".1]3.S".16:0"19.5".•6:5"'71.5"�{13S'16.W'-1a:5"".,73"12.5'%5.a".1sA"!:[D:T;7:5'!'..12.5°35,0.16.010.5��k5'�E}x;S)TSA^ .�� ory� W w� 1.112 M1ia:EDGE_O15TRYCE'. 3':MIN EDGE DISTANCE . •, ,,.» U4"30d5S POWERSTApPERs -- °~w ^ .. _..,.. WI 1 3Ja EMBED(30003vY ,,; CS ra"Gi 1Da € C5 CI.,.•,Q.•' p Ca CS"I CI ( C2 I'C3':j Cd C5 Cf �-C'' C3 Cd L•C5 CIC. C3 3-C4 CS CI'� C2 C3 i.C4 CS " �+ ••_z M)N CONC) .43 16 0 114.5".;bS 8:5'E16L .25'1 7:0 :410" 6.a l25"_7: +3S"' i' 4 D 5:S' :164 xlbm"-t],S 16 @.'16,0"16:a'Id,4 4 4 +1X:0 YG 0^ld 5`4 7 5 aS:w 8 0i4 5_ %1. .0 W o w 53.1a 0 &S'i•1.3" 6.5'+;Sd-0 9.0'id:5 P3.Q"I:R.S ?0 6.D:' ]A'. 30: 4.0 160 3s0 X95 I3S 126,0 16.419:5 60 -.9S' 16:0. 12.6' 68 -G 65 85 -..--" - `- 62 315"16.5':133"5.6:. 1X.0" T.0"I3.5� 4.D -60-b4"I3:0.1 r3G 'MO i44 33Os'7 210'SSD'14 S17S 5'08.@. ei2'0 12`0 60" 44..: OS 65 rt 70 95 .5.0-130 5A":100. 6D )3.0 / >bS'}a5 66 30 % 7,0"i 4:0 150 SDS r65 1D0 160 IZS}6,5 t 0 �7 a' 40 Z-L0'�4D '10•�65 d5- n 1 %`/1 l•3.0. 4'.D" 6.0` 3'0 3' ,i'•r`3.0 4t0"22a#6.0".c4 G 6'S"G8.5 1 0 bt0 44':.16.5• 8:S 12.0" 6 tY' A O-: 6 5 8:5"' ANCHOR SCHEDULE: HOLLOW CONCRETE-BLOCK . - - - .. .. -. •1^MIN EDGE DISTANCE ' Spans Up To 6'-0`' pa[fe Up id'8'_]"� nsll Yp l2 A" K anz�U T H O 5 ars U67c C=3 3 Tp 1X •1�a� �9 �i ;CONN TYPE :. CONN7YPE CONNTYPE CONN TYPE , CONN TYPE CONNTYPE wyr-fN m ;ANCHOR' (Ps`) C} E c2:.'.i L1 I C4. CS Ct,1 C2 C31 C4 �.CS Cl:1 C2 I C3:. c4.1 CS''. Ct € C2 I,C3 I Ct:::CS Cl.>::0 ' C3 "C4 CS Cl, 1 II4'ITwT.:PGOt1 WSTN .d3. 85 70^.:!/ 1.5"'&S 4,G't 3:5"l fr,�n 6,0 3:5" /!' r r,/ r'Si4 1@b .S9 ,6.5.I3.S' 85 "a:5 A30 4.5 85 4.5'0✓ %'3Q.. 46" 001 / 4 S:1J1%'E ED... 53' 1�•0'G.6ry- J r J 0 dS'r:r �,'( %4,5^ ;l// f /-' l" . 9 5 6 0"s 3 5 1 3 0:9 5 5 0 .3:fl�•!T'.3:5"r 6 0:4:0" 17/f y �.? � m Tip. 3,SV*. dL * / fF P P AS"::.94 5.D // /<S.0' 1AC .70. 30..'% err / - ss Ao ?%�/. r f rr-.. F 1: / r .�,�..�a ^' 4 a �• r 7,l` .�-1»D;/ /., l° 1/i,'E4CD;OLIIIACAN W"TH 4,3� 13.D�7a5"✓s ,6�5"-S'*YY 90: .�/ aQa" /r 'ri'` /-/.236.11D.5?d 5"160 'ii3p 90 5:0 3.0 +:0 90 ts'0" -4.A" -•! 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