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HomeMy WebLinkAboutProduct Approval 4 "�{? .•^ `x3 'fir F,TO- ,s BCIS Home Log In i User Registration Hot Topics I Submit Surcharge j Stats&Facts Publications FBC Staff BCIS Site Map Links j Search !. [[ _; Product Approval USER:Public User U�F:2i;Y-ahs ' Product Approval Meme>Product or Application Search>Application List>Application Detail k sz FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. ;J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeoi.ndf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Inden3.ndf 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 R6 Ecuiv Egtlivl.ndf FL13757 R6 Enuiv Eguiv2.odf FL13757 R6 Eouiv Enuiv3.Ddf 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 FL13757 R6 II Dwol.Ddf 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 R6 AE Evall.Ddf span/pressure combinati an ditional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Ye FL13757 R6 II Dwa2.Ddf 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 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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 R6 II Dwo3.odf 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 R6 AE Eval3.odf 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 mall 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 emaits 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 are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M W®99 E Credit Card IRMXLB9'ARTOP.E. 6.8 STREAMLINE SHUTTER 4 ° `) GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - - ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH [IJ c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O'•. srATE OF + ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION r•,- �� w m 8E 2. POSITIVE PER SEPARATE ENGINEERRING IN ACCORDANCE WITH THE GOVERNING CODE PRESSURE �' `S'S �RI C uM LL # RE IE AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAFFER 1609 OF THE '1101111.110 N '�� �In FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN LU € PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, ow 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 5x �Q 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z o m� ' TISAFETY STEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W oN w ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND U@(Jp w LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ,� DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m SHALL BE USED. z �n B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME + PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE oNwma'- a! F$ o 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 5.5 a 0 m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ° 1% 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ' =m 12. WHEN DOCUMTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING S. HURRICANE PROTECTION BorroM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 0 DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HI5 ER APPROVAL LOCKING MECHANISM,SEE 13. EACH SH ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g zz INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 a R FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV ry 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND MINIMUM TENSILE STRENGOF 60(EXCLUDING INSTALLATION) NSU L AT OP)SHARIVETS SHALLINLBE E/4""m R 3/WITH 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. NON-HVHZ ESSENTIAL R o x $ 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ a ' BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES B 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1S- FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHATTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SpAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE p 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s st & 22. SHUTTER MAYBE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. LE. 72" 2-1/4" 1-518" 2- CE 23. SEALANT SHALL 8E USED ON ANCHORS OR 7TR99" 3.112' 1-718' 3-6518,ACKS WHEREVER WATER SEEPAGE IS POSSIB0• 1-518' 1-78' !p TABLE 1 NOTES: 120• 4.119' 2' TABLE 1: 4-1/4" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5' 2" ACCORDION SHUTTER SHUTTERSPAN SCHEDULE"ABOVE ARE g 9 TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES IR SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. Z. HVHZ: DEFINED AS ALL LOCATIONS OWER RTHAN MIAMI-DDAADE FLORIDA. AND BROWARD COUNTY R O PE POSTM NEGATIVE2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPANpREssuRE PRESSURE BtTWEENTHOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". i P8F PS SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL g 72• EIS' 100 100 HAVE 2-7/8•MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. i 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 63 63 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 1 40 E1996-09. I IPMKILBENNARDrO P A PED046549 L PROJECTION VARIES 11 4.874'MAX. 0.115, 41 2.874' 1�11 qy-���, Pi� T- z • NO 23 0.080, PE004654j 0.0�62r" --f.0.450' 705" -0.100, f--I.83Dw' 0.06r ;u 1.708W' -0.100, N m: 1 0.080" .063' 0 C4 0.195" 0 H�7 2.820" "T' ro.195" [0.096' 0.060" 0.07 4 0.060* 0.062"N- 1.9 t 0 0.063. -.062 0 L U.125-1 U 0.60;. 0.530, 0.062 0.062' 10.143' �0.97J.j 0.630' 0.630 69 1137--L I r0.09&',,,VA FF w 1-----40.971- 00 0.971"1 0.143- 11], 00, (�*60' ,, '1--070"4 0.630" w 410. ,Oil L O.Oc?. i I I I I I """ P,V 0. J.069- 0.200' 0,630" 0.062" 4- �1.069" Z D62'T.-. SUPPORT LEG OPTIONAL-/ }-1.069 1.069" 0 w -:r -5.745'MAX. : ":�g Oj02 qL�iw ou r WALL STREAMLINE CEILING TRACK 04 STREAMLINE WALL TRACK 5 HEAVY HEADER/S LITE HEADER SILL w Iwi WALL j.LL 6 otu SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 0 SCALE:HALF SIZE SCALE:HALF SIZE M 13 WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"F2.65.5" 0.875' F- �, i - 1,219- rio 51 roo*1 S" r f 09 o .0.725. pr b 2.655' II N 2.362" 4.84* 5co Q-x 1.069"1 7&!� - a 0.105" 0.075" -110.994"1 4.510' 0. 3.831, @ ;E is 6 : Z,>z 0.075' NOTE:TESTED THICKNESS OF BARE METAL W/O PAINT IS 0.039- 0.1.1 4.510' 3.506" SILL Og SILL ADAPTER O EXTENDED SILL 1p EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/ LADE SCALE.HALF:SIZE SCALE:HALF SIZE SCALE:HALF SIZE G SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE D.477' -1.570'--�"O SIG" 0.060' D.590" 0.341'tq .06 0.143" 0.143" 71 �.015 U.070' _j_0.245- LAM 1.709�� 0.143' 0.0% -- ; - 0.060'-11 -0.115" • 0.080,0.090"ry p 4.510' 0.096" U.044"I 0.2Z7"' 0.682' 0.630' iTOT-T 0.693-J 15-2339 NOTE:THICKNESS OF BARE 22' 0.420' METAL W/O PAINT IS 0.039- ffigumgNum 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6,8 STARTER WALL SILL CLIP OQ WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ' FPANK L EENNAK00.'7.E. ``llllllll 1111/ /PITxM6$19 'Y i}•0.125" 0.610" STAINLESS STEEL _ .2801.1--I" - NYLON WASHER ORNK_LI' - In 4 0ff=ALUMINUM �� a ASSEMBLY 0.357' - •� - 0.320.0 HOLE 0.50" - * No F •• T N 0.276 Fap4 :71 •� <p o w N A10 x 2-3/4"410 HT S.S. _,�: 6549 c O.BBO NYLON •j u e a w INSERTS SCREW W/TC ULTRACOTE T--• 0.591" ri 0.05 WHEEL o rO.120'6 INTO COATING 1.100•-}}-0.240° �� r �- TRACK (TYP TOP 4BOTTOM) x0.062"- - _q TRACK .µ1m 8_ 1 0.750' NYLON BUSHING W/WASHER: • /O--. IDA• U G M$$$$ S �_5, � TYP.A7 EVERY OTHER 0.870" 7/16"0x1/2' INTERIOR IDP 0.154' 0.137' 1/ N,q •• \� -ai p TOP, 7/16"0 x 1'Q INTERIOR JOINT BOTTOM 711 C ENG l "LLl 0 7�55 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /1 t 11 t 11 t 111 7 UZ OANGLE HOUSING-ZINC DICAST,POWDER COATED c 19 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (9 Ng b SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAYBE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE:HALF SIZE Z gM m q OR KEY/THUMB W OH9_ O t}0,250• 23 BRASS PUSH LOCK 53w �� SCALE:HALF SIZE N W 6xu� '�R0.155" 1.978° 2.125' w O m .y RD.500• 4.0�� 0.236• --3.742 0,286• 1.603" 0.267° 0.500` -1.710• -1.224"- _ 0.623' 0.531• F " 0.09D" 0.319" �, 0.531• n 0.064• 0.2 _ '26' o 2.250 0.09 �` Y' ♦-r°m TT o.zso I 10 -1 dO.790; o a `26 0.607 FI `' 0.607• m lwl 0.118• .1 T-0.224" , 0.239' } r I; uQi n m m v u�i• N f 2 m 0.060" 0.496" 0.240" .0' X2.750" z.000"- 1.7sa" I:_ 1 Z o A gL 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" 0.240' ry+I?mi �T SCALE:HALF S12E SCALE.HALF SIZE 0.160" 0.222"1 Y F 1.003 0.062"0,062• 0.062 0.176` 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER A x� 8 SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE C y' $ -4-O.D62' ... C J L 5.500'x 13/16"WIDE ' -_7, 7/16"0 STAINLESS � r rLlh � STEEL NUT -1 ��y/_ p � �_ v 1 FOE. Lr:•11i 3 30 �, 2 2 o.lzs• o to 4' .+ I 0.188" 5/16-18x1 MACHINE SCREW 0,438" ^ ti .toa 1- TYP• 5/1610 INTERNAL STAINLESS STEEL n I� N 0.121• a g S 1 �t 0.689• POWDER COATED,ZINC DIE-CAST THREAD 6) f3B Q$J X4.500• SECTION A HEAD STYLE VARIES �^ �- 1.050' e OF TA MODEL 2022 36 T-LOCK ADAPTER 3'7 T-SCREW INSERT 38 THUMB SCREW a1 4U0 406 40c 9$ W e9 INbUSTRIAL SYSTEMS O(OPTIONAL) O SCALE-FULL SIZE SCALE:FULL SIZE �0O €" 35 BOX LOCK SCALE:HALF SIZE '110.319 END STRIP 1" 15195111 1 •••YYY�i� SCALE:HALF SIZE f----2.000'----f 2" & 3• EXT �--1.625" -I-� -T .125" HALF SIZE a 093'7 0.125' 0.050' 0. 0.125" � 2414 S 0.085" c a c 0 -0.125• WPNlQRFA911L®/WODPE $ 0,093• H 15-2339 oaso• 0.085" " � � �C!DEBCpl IL10Ni ,I 7.000• ---� 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2°x3 x0.125" ANGLE 39 SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE 65) SCALE:HALF S1ZE •`•1J1 ANY ANCHOR PER ANCHOR EDGE,j DIST' \ SCHEDULE @ 18.O.C. EXISTING pIST•I - 1•. GLAZING SEE END E FOR SCHEDULE FOR FUtl(i No E004 N A ANGLE EMBED 20A4 8 WHEN aOb� • 17 LEG D RECITON II II °d f 1/4• OR 6.0 START�R� o N EMBED. g (INTERIOR) 17 17 - "� 1M�(• WITH21 OR 2S'Q D0 MIN.0.062"THICK 6063-T6 ALUM. 4 30 ANGLE 1°x I'MIN.TO 2"x S"MAX. 21 25 EDGE c - -._-- --_ — (ANGLE LEG MAYBE REVERSED) "— /I ail DIST. — FASTEN ANGLE TO TRACK W/ 1TLTI VI U 0 ANY ANCHOR PER ANCHOR (2 *10x1'SCREWS AT SCHEDULE @ 18'O.C. CORNER,TOP A BOTTOM;AND UI Sq 4 W �` ATTACH TO 6.8 STARTER W/ 13 13 ) 13 *I2x 1/2'GALVANIZED OR Z 13 *12 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16'0 ALUM.POP (jJ DIN 9 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET O1 1/4-20 MACHINE D i1 W'" _ 6.e0'crvP.1 USEti)BRASS PUSH LOCK OR(1) MACHINE BOLT IN NUT @18"D.C. ALTERNATE END STRIP DETAIL BOLT&6 (EXTERIOR) 5/16-18�1 UMB SCREW INTO THREADED WITH 6.8 S)ARIER AND ANGLE I8 W m INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0- ANY TRACK W/ ow w TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. NO HOLE SHALL BE 3/8'MAX WIDTH,UP TO p6F SPAN SCALE 3"=T-0" 1"HEIGHT. 1'BIO(2.77 62 OB' ri 72 USE f11 GRASS PUSH LOCK 182 BO 32 75" OR 11)5/16-18 THUMB LOCKING DETAILS FOR 162 95' SEE END STRIP SCREW I 0 THREADED Z-WD(3.7') 1� J, INSERT 37 AIT. T 1/3 SPAN CENTER MATES ® SCHEDULE FOR MAX. TO 2/3 AN FROM SHOWN ON RANDOM B2 " BOTTOM OF SHUTTER, W 86- �^' SPANWHEN USING K a RECEIVING HOLE SHALL BE 30 DETAILS 3'810(4.7') (g� 20,40a,40b OR 4_' F, 3/8"h1AX WIDTH.UP TO 13 ® T g G I/4" OR 6.BSTARTER N��l� 1"HEIGHT. 30 ALT.V 13tO 2_ 0 �� /UC. WITH 21 OR 25. av°a 62 LISn - tD 112 B1 - \ 4D a0 USE APPROPRIATE ; g -f4 132 75' ` STARTER STRIP TO = ^ 45 93- 40 20 FORRVIOC CLOSURE em7 ■0.093' Lu 13 _ 83' OUILOING CONDITIONS 9 I 23 2I 131, 804 FASTEN STARTER STRIP c (INSIDE) 0 TO TRACK W/(2)H10x1" 5i v I 73 1111 1 SCREWS AT CORNER.TOP �( I xp X25• 42 1129 ALTERNATE END STRIP DETAIL 8 BOTTOM „� ar 13l ,�ilow 'C i Su 60 • SCALE.3"=V-0" ANY TRACK W/SCREW \I�yu,/ BOSSES. V, 70 111' R 2t u1T ri SILL S: n FOR GREATER SPANS DR LOADS THAN F O S110WN 1N END STwp sCPwnF'END STRIPS REQUIRE A 1'xl•.090'CUP ANGLE �Ttl{ V) HID SPAN USING ANY ANCIIDR 01711E EXISTING GLASS a d �& O I v I ANCIIDRSCNCWlES E1�U//'TEG E� ,3 SCREW OR IN-20 BOLT70 END STRIP, aI W oggaq USE 11)BRASS PUSH LOCK 3U a ow USE(11 BRASS PUSH LOCK (INSIDE) ¢d OR 111 5/t6-18 THUMB am OR 11).5/16-18 THUMB i SCREW I O THRE ADEO 30 � uDcr SCREW I 0 THREADED 1� INSERT Np.7 AT 1/3 SPAN zng INSERT 37 AT t/3 SPAN SILT. Y TO 2/3 SPAN FROM F IYi q BOTTOM OF SMIUTT[R BOTTOM OF SHUTTER (OUTSIDE) e , RECEIVING HOLE SHALL BE 3/B"MAX WIDTH,UP T� - S 1"HEIGHT. 23 •y�. - TYPICAL OUTSIDE CORNER CLOSURE s 3D J i m ~ CC1 DETAILS WO/CORNER POST = = �R NTS .13 CO COPOWRIANILE10W00PE 13 \ 31 215 ,3 3 (OUTSIDE) 15-2339 F` SILL USE(1)BOX LOCI*AT 1/3 FApppPRONI ly7 SPAI4 T002/3 SPAN FROM ttw BOTTOM OF SHUTTER i TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POSTg MULTIPLE SHUTTER ASSEMBLY NTS ia,z SCALE.3"=1'-0" Awa LLl7 I I FMKK L OFNNNI00"P.E. RICONNECTION TYPE REFERENCE EXISTING 11057 % SCHEDULE FOR MAX. STRUCTURE �- SPACING 7' MAX. -' i' C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE OR 1/2" W/14UT Cot 12"O C OR /.d \ SCHEUULE A.C.FOR INA fl74 SMS(al 6"O.0 SPACING 1J2"FvzITYP.TOP&BOTTOM) _� 1pM 2 FASTENERS ALUM. TUBE `I _ J ��0�-. ~m 6063-T6 ALLOY wF Ai 0 EACH ANGLE- uw 5 OR 6 OR SEE 7nR a FOR 512E. 1" ALTERNATE TILRU BOLT wo OR Tub Zo j // �r OR 2"x 2"x 1/B" I CI CONNECTION TYPE 1�I o ( REFERENCE ANCHOR M`!GLASS Row 53 tai gQ� p ALUM ANGLE 13 I -- -'--"�`� SCHEDULE FOR MAX SEPARATION 13 ` U Uu• i,..... .��� �'I SPACING PER TABLE ❑"✓'" Zx odN p THREE 3/16"0 ALUM, r I i III 7:d a m w(V PDP RIVETS OR I p I GLASS 1 N 'I C $ti�_az THREE OP SMS,TYP. o 17 OR DOOR—11 X IA VI f. ?V 3IVET ALUM POP ❑IIKWI �w 17 (R all 181 D.C.IT YPI012 S )�� _ SO`R OR w❑ �O TABLE A(w) ..._.-_.. e � M J= PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR `- v~i \�JO m 2'x21t1/B� 3`No 816 w _ ___ \ f5F No B/0 FEMALE LOCK-SLAT ❑ 13 ALTERNATE THRU BOLT 1/4"MAX FR011 PIN ' 62 130' IBB' C5 CONNECTION TYPE CI CONNFCT1014 TYPE GUIDE TO BUSHING 72 124• 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '-: '' WASHER ITYP.1 rn � 62 119' 177 CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX �✓ggI 91 114' 165, SPACING - ilii 14x3/1"SMS(al 9"0 C. F 3 0 102 110' 160" / ANGLE TO TUBE CONNECTION m 1NT 2'x 2"x.12 S" 20 104` ❑' TABLE 0(CC4) EXISTING HOST EMBED. 6063-76 ALUM TUBE Zm'�m 150 9T 131' STRUCTURE ($35 20p 11q. PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE fE— WrTH 2 ,k 0 `3y(bTry 1 O EDGE DISTANCE REFERENCE ANCHORPSF SPACIiNGEFOR MAX 62 113' 166" T+g FASTENER(ol IS"O C. O ALTERNATE BUILD OUT MOUNT SECTION. $ 72 201" 1ST (USE ANY ANCHOR SHOWN Cb SCALE 3"=1'-0" - m B2 101` l4T rzr IN ANCHOR SCHEDULEI. 92 13 w 9' L m R 101 90" 13Y B 120 83" 127 R FryF 150 74' n - 100 fie yr FRw- I-?m fA _ 13 =w0 _ 3/16 RIVET OR 012 SMS 3-T6 1'ON GLASS 'o @t 1B"O.C. OR I/L-2Q 77 BE TYP u� J ::PAR NUT&BOLT(TYP.1. G PER TABLE 'AL DNS 3/16"m ALUM.POP d o GLASS 2 K u O Z m ////��--RIVET OR NI2 SMS d� ALUM. TUBE / Cm IB"O.C.(TYP,) Y a� OR DOOR - £ 6065-TES ALLOY / to ' a o SEE TABI F R FOR SIZE. Q 2 FASTENERS UOUS ��� EACH ANGLE M ANGLE p� S 1-x 2"x 093"6063-76 L ANGLE INSIDE 3 6ALUM.ANGLE.TYP THREE 3/t6"mALUM. TION TYP. 17 - w 5 65 dq o POP RIVETS OR m Ea E �Q 17 THREE R12 SMS,TYP. w fC o 0 VxI"x1 OR 2"x 2"x 7/B'• D 4 CONNECTION TYPE , ANCHOR 13 ALUM.ANGLE ."�' SCHEDULE EFOR MAX USE MALE OR FEMALE SPACING p1P1(RSTRWI(L®lWmO�E LOCK-SLAT —EXISTING CONCRETE. 1JT-2 39 13 13 BLOCK OR WOOD FRAMING afi (OUTSIDE) EE INSIDE SILL MOUNT SECTION tf12 x 1/2"GALVANIZED SCALE:3 1'-0" OR S.S.SMS,3/16"m ALUM CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BDLT&NUT SCALE:3"=V-O" i @1 18"O.0 o I FRANK L BH1NM00P.E 6549C5 CONNECTION TYPE • 1 y� °� REFERENCE ANCHOR EXISTING z;j SCHEDULE FOR MAX STRUCTURE GLASS O; w"T GLASS ACING tt w Cl CONNECTION TYPE 5"MAX. 114_20 MACHINE BOIY QQ./•• '.Q O ¢ �W/NUT @)12"O.0 L7�2 L4 j .:.. OR DOOR 0u y OR DOOR-- ww REFERENCE ANCHOR 19_ No - „ SCHEDULE FOR MAX. O ft14 SMS(nl 6"O C. �1-�1� _ �aZ~ MN 13 �NN�w SPACING 1/2" (TYP TOP&BOTTBh11 � oN�7A'_ MIN. 13 �!N N J CLASS N H o N m /2­ MIN. 1/4"-20 THRU BOLT W/ G.ASS X m EPARAT[ON - a 0••• T W M q= q 014 X 1/2"SMS p 12"O.C. PER X Z Z I- w .- : ,p ui t0 LOCK NUT({a 12"0 C OR EP PER f H r OR 3116"0 ALUM POP TABLE 2 q a o w [S)OR�6]OR1 i 12 x 1/2'Sh15 @ 12"O.C.E.S. H RIVETS(ul 6"O.0 OR 1/I.^0 z w o OR 11 J ��S' uugfJ! OR 3/16"0 ALUM.POP rn0LG2 J 0 ALUM,POP RIVETS(B 12"0C. RIVETS @ 6"D.C. E.S. IR 1/4'•m ALUM.POP RIVETS /, M 11 AND 3O 1/4"MAX.FROM PIIJ 'MN Glnss w ,~-1t 4 9a 0�8 Ra 12"O.C.E.S. -- 1/4"MAX.FROM PIN ASSEMBLY GUIDE TO BUSHING SEPARATION 73 r VMS- �M Q 21 112"TYP. PER TABLE 2 .J O ANO 10 GUIDE TO BUSHING WASHER ITYP 1 = ASSEMBLY WASHER ITYP.I m GLASS 1=nroNQ / 1/2" 1/2"TYP EXIS LING CONCRETE, w 3 CONNECTION T'fPE OR DOOR�]1I1 _ X Z p Z I- N tii� W BUCK OR WOOD FRAMING REFERENCE ANCHOR umti / CONNECTION TYPE p�7 SCHEDULE FOR MAX — 1E 0,N �O REFERENCE ANCHOR SPACING q / w—C." SCHEDULE FOR MAX SPACING AS SHOWN w _ •-C3 CONNECTION TYPE 114 DIAGRAM ON PG.9 a VI CSQDR 6 OR 111LL�JJJ REFERENCE ANCHOR EXISTING CONCRETE, w U U9 O 6 ^ SCHEDULE FOR MAX. j1/4"MAX.FROM PIN �1 BLOCK OR WOOD FRAMING ry / SPAC114G.ALT.FASTENER /2" GUIDE TO BUSHING 1� \ Cl CONNECTION TYPE p LOCATION.FRONT AND REFERENCE ANCHOR 1/2" WASHER(TYP.) W g Y ill;7MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FUR MAX / 19 \ WITH T HIS LOCATION r $ PIIJ GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR ITYP'1SCALE:3-=7'-0'. SCHEDULE FOR MAX `.D,.co n p0 In EXISTING CONCRETE, SPACING O� BLOCK OR WOOD FRAMI EMBED. Zm CD BUILD OUT MOUNT SECTION @ g / f5 EXISTING CONCRETE, SCALE•3"=1'-0" E BLOCK OR WOOD FRAMING G 7 EXISTING a NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE 57 RUC TURE °1 THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR E EO 5 CONNECT1ON TYPE �xp� WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS m SCHEDULE FOR MAX. REFERENCE ANCHOR 1 73 X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m ED E SPACING SCHEDULE FOR MAX MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK W 5 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 15 /�,� OVER THE GAPS BETWEEN SECTIONS. 112,• &RO w R w p r! K F W w El GLASS �IIII OR DOOR MIN r 7 O a GLASS 13 H M041 wl.Ir� a � w N12 r.1/2-SMS L6)12" PARATIO =J lJ J 7 w w O.C.OR 3/16"0 ALUM, PER w wUM POP RIVETS 6"O.0 TAOLEx nzq 13 oum ~MN�w 6� ID 1- CU X ❑z F- GLASS OR MN.GLA ==Z U-I g p@ D N W w OR 1/4"0 ALUM.POP a o a DOOR P R I m t3 D m q i h 13 M M z M RIVETS @ 12"O C. F �N PER TABLE 2 ��� E MIN GLASS a H m W A PER TION ZozF _ LL EJoa FER TABLE 2 q J d OT AND OB 1/4"MAX FROM PIN w 114-20 S.S.MACHINE 0 a a SCREW 814UT @ E 11N ASSEMBLY 112" 1/2" GUIDE TD BUSHING 12"OC. _ a TYP. WASHER(TYP.) a GLASS w w m _ 1/4 ROM PIN E OR DOOR 1/4"MAX.FROM PIN m o x W 4 CONNECTION TYPE 1/ GUIDE TOB SHING , GUIDE 1 U BUSTLING O zz R E WASHER(TYP I EDGE REFERENCE AI4CHOR WASHER(TYP.) I] TYPE S 6, SCHEDULE FOR MAX CORSEOIRRWKLB3KVODPE a EXISTING CONCRETE, DIST. cI s BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE NPDIAGR MACINGS ON i PG 19 RE ERE1 CETI ANCHOR ON 1S-Z339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. sr.L. OR SCHEDULE FOR MAX SPACING �4me pK1G1[PRONI "x 3`x 114••CONT. - 3 CONNECTION TYPE 1112 x 1/2"SMS @ 12" SPACING ALT.FASTENER NCRET E, 063-76.1 1.ANLL[ REFERENCE ANCHOR O C.OR 3/16"0 ALUM. LOCATION FRONT AND BLOCK OR WD El FRAM JG 4AY BE REVERSED • SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'U °f 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION �9 RIVETS O @ 12"O C.WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL OUT SCALE:3"=V-0" SCALE:3"=1'-0" SECTION 0 SCALE+3 1'-C" ' - �p6NK L BENNMDO,P.E PIN GLASS GLASS SEPARATION 2 a - OR 00011 PER TABLE 2 13 o] •' _ a w QS: •1 �• t , OGLASS OR _ Fwm DOOR _ NoP 004.66 '� ]Q Z GLASS OR =w.4 OU OR MW GLASS rn XN I SEPARATION Q=tt MN CLASS w w PER TABLE 2 - ST .1 PER TABLE n q J Z r PER TABLE 2_ W w:'d N ' s•-�A,O I �- • V �ow = FZW //lull Ow(C=j YIII^� ', 13 Qwa� 13 X WON Cl CONNECTION TYPE a L gf.p 1/4"MAX.FROM PIN GUIDE 26 a REFERENCE ANCHOR T_ J Ow C W ot'19 TO BUSHING WASHER(TYP I d w SCHEDULE FOR MAX. TWO 1/1. 0 WOOD .250" SPACING w LAG SCREWS(d 21..• C4 CONNECTION TYPE 2-50" O.0 MAX WITH 2" REFERENCE ANCHOR F b p m THREADED PENETRATION _ - Q gg "T"INTO CENTER OF 2X STUDS O SCHEDULE FOR MAX. /m SPACING /1W7~ M i!F 1B IB EMB.."T• 14 SMS(@ MIOSPAN BETWEEN /w 1 / 11 STUDS FOR TRACK TO 1"x 4" ,A PLYWOOD A TUBE 1014NECTION EXISTING HOST STRUCTURE n STUCCO FINISH I"x 4-x.125•• 6063-T6 ALUM TUBE �l N THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL �J WALL MOUNT SILL DECAIL 1uNd EXCEEDS TIDE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=i'-0" v SCALE:3'=1'-0" S, OWALL MOUNT SECTION THIS DETAIL MAYo "n SCALE:3"=1'-0" ALSO BE USED x 333 AT TOP �.m< 4 0 -E p ACCORDION SHUTTER a ss PER PRODUCT APPROVAL H o —GLASS76 Y I MN GLASS OR DOOR F- z SEPARATION 13 IA in la IA ° PER TABLE x ,I EXISTING W000 IG=0.427 iw APPLTC'ABLEATTOP z AND OR BOTTOM X Q x a (�n TRUSS r�Ax RAFTER 1-t/2•T-v2" 2"OR3" N M EXISTING FINISIi C MATERIAL / 1/4,PIAX.FROM PIN GUIDE r gig 1/2`MIN. 5 6 - 2"x 5"x 1/0"60fi3-T6 W _]c3_ �j_ TO BUSKING WASHER(TYP I ALUM.ANGLE V1/TIIREE II d o'$ Y s 2".%3'X3p"XCONTINUOUS OR 'T IITL—= "2.175 32 16 1/4"TILE(TYP.) 1/4"O WOOD LAC 1 S G 2'%P'xv."%CONRNUOUS I I FINISH MATERIAL SCREWS WITH 2-3/4" I II w �6 } 6061-T6 ALUMINUM ANGLE MINIMUM 7PIREgDED I�I!2 d 2 3/4"PLYWOOD PCNETR. T'IIJ WOOD(� 5 6 (e 0.9'MIN.THICK 6061-T6 ALUM TRACK X —1/4"9 A325 GRADE THRU BOLT(d 7"O.C. EACH RAFTER OF TRUSS, I d d 71 ANGLE FASTENED T'0 f FASTENED TO ANGLE WITH 1/4-20 F OR 5/16'•0 A325 GRADE THRU BOLT(A 12"0 C. 24•'O.0 t1Ax WHERE R� EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V.OR S.5 ge q STING3 KSI WITH _ AND 9'O.C.FOR THE BALANCE gtJGLE EXTENDS BEYOND !R iE LAST TRUSS MORE THAN a' 0 1/4"0 ELCO UL7 RACON TO CONCRETE/CMU Yi"OELCOULTRACONSAT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. ¢ ,y 3'FROM ENDS AND 4'D.C. NEXT TRUSS. p 2-1/2'MIN. STRUCTURE(3000 PS]MIN) OR 1/4"0 LAG SCREW(ID 9"O.C.W/1-7/B" ,_w]_l_' g pggd FOR BALANCE WTTH 1314- MIN EMB. IN WOOD SG=0.42 TO 0.55. r'A N MIN EMBEDMENT AND 2%- MAX.DESIGN LOAD AT 5'•0"MAX SPAN: 1� ]_ MIN EDGE DISTANCE, t 62 P.S.F. EHXI0STING CONCRE 1 E, / STAGGERED WITH 3'MIN. '-0'MAX SPAN: OLLUWRBLOCK.OR MAX.DESIGN LOAD AT 6FAMINGut FL7 a ww Q OWIW31IIN17{L�Rf001E SEEx z o 21- r•x s x EDNT Q a 15-2339 SPACING,TYP. t52 P.S.F. gIJCHOR SCIJEO. � ALUM ANGLEGLE 16063-T6) Y ON .C.... _ BASED ON TYPE OF HO BUILDOUT MOUNT STRUCTUREIMAX.DESIGN LOAD s 72 v S.F 7 a Ace olS[7flmolU SCALE.NTS PASS THRU DETAIL Ell SCALE.3"=1'-0" ("l TRUSS MOUNT SECTION OK SCALE-3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 1 F 11, '.v E., STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN _/�% •'t� 12°MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE IM HOLLOW BLOCK,3'MINIMUM p_y moi/ EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM _ I AIT (2)6063-T6 ALUMINUM :• `'++•��//..NN�'! ANGLES PER BEAM END,SIZE - 0 '0 6549 PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - ACCESS HOLE DESIGN SCHEDULE p O' 1/4-20 MACHINE BOLT W/NUTE F~ EDGE OF ACCORDION 3 z 12'O.0 OR M14 x 3/4'SMS 6'O.C. SHUTTER BLADES E Lal �s 3.5'MIN'l TYPICALn - 1/r MAX. �Gc 'I 5 6 QQU¢ aZ 3'MIN 3 16 q ggg EDGE zx6- aa- 6 W 60 Zs 2.87$"0 HOLE RECEIVE DISTANCEX14 Z MIN.GLASS 13 z ROUND WINDOW AS SEMBL EXISTINGm Q MAXIMUM OF 3 WINDOWS GLASSSOROR SEPARATION o W w PER EVERY OTHER BLADE DOOR x05 N�64x�iL i LIGHT-N-VIEW WINDOW wUw 0w a� 3'MIN az n S O EDGE 1/2"MAX iu y N A p $ N.T.S. EXTERIOR ELEV 0 DISTANCE - w p p (7 3 16 II I 1/4"MAX.TROM PIN GUIDE TO BUSHING WASHER(TYP 1 •'1 1/4-20 MACHINE BOLT W/NUT 0 w in w I/2' ACHED 12'O.0 OR*14 x 3/4'SMS 6"O.C. M $ 2.875'0 MOLE TO SPAN TUBE PER > W-g RECEIVE ROUND EMBED. DESIGN SCHEDULE K9 WINDOW ASSEMBLY .; N C YYYp 1/2• (2)6063-T6 ALUMINUM AX, ANGLES PER BEAM END,SIZE 6 a n EXISTING PER SPAN TUBE SCHEDULE ..052 9 0:B HOST 1/4'0 THRU BOLTS SEE BEAM Zm< STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS Iay 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN S 9 EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E 11000 SPACING,AND 3"MINIMUM EDGE DI5TAFI[E j 0.032• 0.032' 'II MAX.DESIGN LOAD=t 72 pSF _ on `\ 3 SPAN TUBE SECTION 0.196' N.T.S. ,VERT SECTION p 450 / \ / SPAN TUBE SCHEDULE ALL.OWABLETLME HUMBEROF NUMBER OF MINIMUMANOLE ANCHORSPER ROUND TUBE SHUTTER! 9P/W TMRIFBOLT9 ANGLE LENGTH + i s WINDOW SIZE SPAN TOP BOTTOM TOP BOTTOM TOP TT BOOM TOP BOTO TM --- _ ! ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE S 2 3 4• 7- 23 101.7' 706.9' 2 2 3 3 7- 7- �C 123• 89S 04.4' 2 2 3 -_3-_ 4' -7• 9E \ / / no*. 60' 129.1• 167.0• 2 2 _2 3 4' 7• 11941 0.126' w 114.8• 124.7 _?_ ? -3 3 r I 7' 1 123• 102.6' 109.1V 2 2 4 4 -10' 10' 9 }f�3 IIS 60' 138.0' 198.8' 2 2 3 3 T _7" 6 "+ 02.875' 03.2$0" r�0.188' ) 0 2g 08' 122.7• 1SS.T 2 2 3 4 7' To;-- 123'' 123' 115.r 137.6' 2 3 4 S 1 1D' 13• 60', 160.1•_ 240.P __2 2 3 _6 __T _10'_ / 2.110'4 OB• 14D_0' 278.9' Z 3 _ - O.t6T� - ' n LIGHT-N-VIEW WINDOW �\ �/ 123' 132.2• 2D3., 3 5 13 1 1B' LOP80D FMWLBNIWPE 29 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB � SPAN TUBE SCHEDULE NOTES: xx 4°ANGLES FOR 2'x5'&rx6'BEAMS. 15-2339 2. USE 2•x5°xl/4°ANGLES FOR 2"x8"&2'x10'BEAMS. , - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAaR OpeILTEN Ni 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. BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 2 , ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE ARD BELOW THE BEAM. p $$$ 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. III 1 FPi�IDd65�9 NAR00 P.E FRANK ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE 1j 5 ns U To 6'•0" 55I ens U�To 8'-3" Spam Up To 12'0" oMOR [�O CLOADONN TYPE CON• N TYPE CONN TYPE �� Q S CI C2 C3 C4 CS CI C2 C3 C4 CS C3 C2 C3. C4 CS ND PEOOq I/4'IfLY TAPCON OR ELCO • 43 16.0"16.0'•15,0"16.0"16.0"16.0'18.0" 9.0" 1A0"16,0"16.0•' 9,5" S.5' 8.5" 14.5" ULTRACO'WITH 1-3/4' S3 16,0'•164"10.5"14.5.16.0"16,0'12.0' 7.0'• 10.5'•16.0"15.0" 7.4' 4.5' 7,S' EMBED(3192Ps1 MIN CON 62 16.0"16.0" 8.5" 12,5"16.0"16_0' 9.5' 5.5'• B.5'_15.D"15_0" 7,5" 4.5" 7.5^ 10,5" 70 36.0"17.0" 7.0" 11.0"S6.D"_15.5" 0.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10_5" 7 /BCOMBItJA TIOIQ.() STATED BSO 100 15.0" 7.5" 9,S" 7.5' 10.5"15.0' 7.S' 4,5" 7.5" 10.5'15.0" 7.5" 4.S' 7.5" 10.5 2 x S ITYP. 9 / 10 L01481NA TIOIrJ; •.,�(ORID ,Q re ui MILLENI AST 43 18_0"16.0"15.0'16.0"1G.0"1G.0"16.0" 9.0" 13.5.16.0"16.0" 8,5" S.F. 9.0" 13.5" '••••• WIT - 4'EMBED(327SPSI 53_18.0"16,0"11.0" 16.0"16.0 1].0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" I o AL 1 Q MIN CONCRETE) 62 16.0.15.0•' 8.5" 13.0".16.0•'16.0" 8.5" 5.5" 9.0" 13.5"13,5" 7.0" 4.5' 7.5" 9_5" lit. _22_16.0"12,D" 7.0'• 11.0'•LG.V'14.0" 7.0" 4-5" ED' 10.5°13:5" 7.0•' 4.S" 7.5" 9.S•' ED Rg"IN _ _ 100 13.5" 7.0" 4.5"I.E. 9.5" 13.5" 7.0" 4.5!' 7.5' 9,5" 13.5" 7.0" 4.5" 7.5" 9.5" Z 1/4'ELCO CRETEFLJJ(554 43 I6.0 16.0"16.0"16.0 16.0"16.0"16.0"13,5'16,0"16.0"16.0"32.5" B.0" 13.0"16.0" ggL W/2'EMBED(3350Ps1 MIN 53 .16.0"116.0"16.0"16.0"16.D"16.0"16.0"10,0"SS.S'16.0 16,0 10.0" 6.5' 11.0"14.0" I x 5 Ii YP.I 2 x 5 ITYP,) "ll ul 2 WW o V IL CONC) 62 16.0"16.0"12.5"16.0"IG.O"1G.0"12.5 B.D" 13.0 16,0 16.0 10.0" 6.5" ?.- Ing rL d ��U1L1g11y 70 16.0"36.0"10.5"16.0_' 14_0" N g 6z� 100 IS 10.0" 8.5" 11.0"14.0"16.0'10.0" 6.S' 11.0"74.0"16.0"10.0• 6.5'=11.0"14.0" o W Gi 1'MIN EDGE DISTA14CE _ - - NOTE. •'S"INDICATES ANCHOR SCHEDULE SPACING bD Cl .c2 cT c4 cs C1 cz C3 C4 CS Cl a c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"17.5-18.9-116.0"16-0'16.0" 5-0" 5.5" 16.0"16,0" 9.0" 3.0 4.0" 34.0" - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE ULTRACOH WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5' 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5 30.0 ANCHORS ONLY EMBED(3192psl MIN CONC) 62 16.0"15.5" 4.5_ 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14,5" 7.5 10.0" - C4 CONNECTION TYPE USING PIECE WITH • 70 16.0•'12.5" 4.0" 5.0" 16.0 IS.d' 7.5 11_0"14,5• 7.5 10_0'" OUTSIDE A14CHORS ONLY 14.5" 7.S' �l` IO.O"14.5 7.5" 10.0'•145" 7.5 10.0" 1/4'MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13,0" 6�5" 9.5" 16_0"13.0" 7.0•' 4.0 6.511.10.51, v1 WITH 1-3/4'EMBED(327SPS1 53 16.0'•16.0" 8.0" 11_0'•16.0'•16,0 9_0" 5.0"_7.5" 16.0"10 5" S.5" 5.5 7,5 ANCHOR NOTES: W tQ MM CONCRETE) 62 L6.0"I15" 6.0" 9.d' 16.0"13.5" 7.0" 4.D^ 6.5" 11.0"10,5" 5.5" 5.5" 7.5" ra 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING h rn 70 IG.O" 9.5" 5.5•• e.d' 16.0 11.5 S.5" ' S.5" B.s'• 10.5 5.5" s.s^ 7.5^ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 5,5" 7.5" 10.5" 5.5" S.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 1-1/4'MIN EDGE DISTANCE = 1/4•ALL-POINTS SOUR-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm'< u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 OS Cl C2 C3 C4 rs ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.D"16.0' 8.5 10.5"16.0 16.0 12.0" 5,5" 7.5 16.0•'12_5' 6.5° 3.0 5_D" 10.0 EpUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E p y THAN OR EQUAL TO SHUTTER SPAN. - g OS§ (3000psl MIN CONC) 53 16.0"15.0" 6.5 8.0' 16.0"16.0' 8.5" 4.0" 6.0" 15_5"10_0" 5.0" 4.0" 7.0 F 62 16.0"11.0" 5.0 7,0' 16.D"12.5"165' 3.5" 5-O" 10,0"10.0" 5.0 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. s� 70 16.0"19.0" 4.5" 6.0'116.9"110.5-1 5.5 3.0"14.0" B.0" 10.0- 5.0" 4.D" 7.0" 13 100 10.0" 5.0" 4.0" 7.D" 10.0' S.0" 4.0" 7.0'• 10.0" 10, 4.0" 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o 0 5 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m g I/4-ALL-POINTS SCUD-SET _ _ 3'MIN EDGE DISTANCE _••_ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - ANCHOR W/7/8'EMBED& C1 C2 C3 C4 CS C1 I C2 I C3 Lc4 L CS I C3 C2 C3 CA LS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF )y 1/4-20 SS 14ACHINE SCREW 43 16.0" 6. 16.0"16.0"16.0"16.0'•16,0"11.5"16_0^]6,0"16.0"1310" 7.0" 11.0"16.0" CONNECTION TYPE. 0" r�occ S (3000ps1 MIN CONC) 53 16.0'•16.0"13.5'16.0'•16.0 16.0 14.0 8.5' 13.5'16.0"16.0" B.5" •5.5 9.5 32.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 5 S T_ _- 62 16.0"16.0"10.5.16,0"16.0 16.0 11.0 7.0" 11.0^16.0.16.0" 8.5" 5.5' 9.5•' 12.0' ONLY. - S70 16.0"15.0" 9.0" 14.0 16.0 16.0 9.0 6.0" 10.0 13.0 16.0 B.5" 5.5 9.5 12.0' - Fi •� 6. THE CONTRACTOR I5 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5•' 9.5" 12,0"16.0" B.5" 5.5" 9.5" 12.0•'16.0' B,5" 5.5" 9.5" 12.0' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/1•POWERS 55 DROP-IN MIN EDGE DISTANCE LENGTHS SHALLBE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER .W/1/4.20 SS BOLT ANO Cl C2 C3 CA C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS FINISHES. 1'EMBED(30110ps1 MIN _43 16.0"I6.0"14.D"16.0"16.0"16.0"14.0" B.0" 12.5'16.0 14.0" 7.5 _5.0" 8.0" 11_5 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS a SS CONC) 53 16.0"16.0"�9.5" 34.0"160"16.0" 9.5" 6.0" 10.0 ]6.0 11.5 6.0 4.0 7.0" B_._0" MEMBERS NOT PLYWFY OOD.FASTENING TSO PLYYWOOOD ISUACCEPTABLE ON Y FOR 9 888 16.0"32.5" 7.5" ]2.0"16,0 14.5' 7.S' S.0" 8.5" 11.5"11.5 6.0" 4.0" 7,0" 8.0" SIDE CLOSURE PIECES. Q �e g • 70 16.0"10.0" 6.5 10.5"16.0"12.0'• 6.0" 4,0" 7.5" 9.0'• 11.5" 6,0" 4.0" 7.0" B.0" RAM i/ Bg8 B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ]00 11.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0' B.0" 11.5' 6.0" 4.0" 7.0" 8.0" SHALL BE LOCATED iN CENTER OF NOMINAL 2"x 4' MIN. WOOD STUD.3/4' 1/4"POWERS SS DROP-IN 3-1/2'MIN EDGE DISTANCE ®� EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL m W/1/4.20 SS BOLT AND Cl C2 T. C4 CS CI C2 C3 C4 CS CI CZ C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. g; 1"EMBED(3000psi MIN 43 16,0"16.0•'15.0"15.0"16.0 16.0 14.5 9.0 17.5 16.0 15.0 7.5 5.0 9.D" 12_0" 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREA05 IN e D A CON 53 16.0"16_0"10.5"15.0"16.0"16.0"10.0 6.5' 10.5 ]6.0"12.D" 6.0" 4.0 7,5" B.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER FL.�m 62 16.0"13_D" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0•' 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. , 'L•1'"--m•"�0 70 16.0"_'i0.5"_7.0' 11.0" DA 16.0"12.5"16.5" 4.5" 6,0" 9.5" 12.0" 6.0 4.0^ 7.5•' 8.5 U3 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. •100 12.0" 6.0"14.0" 7,S' B.5" 12.0" 6.0•' 4.D" 7,5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" _ _ 2•MIN EDGE DISTANCE _ DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 012 SMS W/2"E:YEWALL Ci- C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS_ NUT OR WASHER WiNGNtIT. WPOtORFlUML�eNW PP ARMOR INSERT W/2"EMBED 43 16.0"16.0 11.5"140"16.0"16.0"36.0" 7_5" 10_0"16.0"16.0" 9.0" 4.5" 6.5" 1313^5' 11. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0 8.5" 11.0"16.0"16.d'11.5' S.5' 8.0" 16.0"14.0" 7.0" 3.S' S.5" 10.0" _ 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL ►lue IIESCIiRIIII/l 70 16.0"12.d 6.0" 8.0" 16.0"14_5" 7.5' 4.0'• 6.0" 10.5"14.0" 7.0" 3.5" 5.5•' 10.0" CONCRETE SCREWS TO HOLLOW BLOCK ___L 100 ,0" 7.0" 3_5" 5_5•' 10.0"14.0" 7_0" 3.5" 5.5' 10.0"14.0" 7.0'• 3.5" S.5" 10.0" ?12 SMS W/2.75•EYE WALL �3 16_0_16,0_'16_0 16:0"16.0 16.0"16A'•10.0_'14.0"16,0"16.0°us, 6.0" 9.5" 16.0" o^ ARMOR INSERT W/2.S S3 16.0"16.0"12.0_'16.0"16,0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9,0" 5,0" B,D'• 13.0" 9� EMBED(2001IN MW CONC) 62 16.0"16.0" 9.5" 13.5••16.0"16.0'I3.S• 6.5•' 9.5" I6.D"16.D" 9.0 5.0" B.0" 17.0" 70 16,0"L6,0 B.0" 11.5"16.0"16.0" 9.5" 5.5" B.5" 34.0"S6.D" 9.0" 5.0_" B.D" 13.0" -_ IL 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 0.0" 13.0"16.0" 9.D" 5.0" 8.0" 13.0" + CONC) BREA mg MINE m mm LUM EM raemmm LEH MINES SII . W/// CONN TYPE CONN TYPE. CONN ® 2-1/2'MIN EDGE DISTANCE 1 C31 C4 I 1/4-nv TAP' MMMSMIN11MV1 ®�•�////%r,'////% • %//%%%j //%//0'//�!% mo, MEM � j / / , m 3m Q'JLC''///////.///////.P//%/V///�IIr//%//////%%%///% ■m�DmDm©mOmmmom©mm©OmmO©©mm� m 1,151. m® 2'MIN EDGE DISTANCE WE` OEM I //%// O�%////® ////%i%%///r////%i�DQ%///%////%/%//////.® ///.HimIFUM ■mommmm©mo©ma©gym©mmmm000©mmnm© eoo : volmisomellsoll /Mmos" PEEM/l/l/l IM711,111mil"01"'I raft/40MAMMM m©mm • m ©m . mmmmmm©©�.©moo jl/ i mF///�.'rim/��ll,/,/���/�/��////%�/fx/l//� V"//, No/ %/MA.m VIM Vf• / 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TWWRLBE"""RD°`',E.. YYYI1T1.... st£o046549 1,', _ _ \ .. 2'MIN EDGE DISTANCE _ i rj Scans U°TO 6'-0" Spans Up To 8'-3" Spans Up TO 12'•0" LIC A 1 O LOAD CONN TYPE CONN TYPE CONN TYPE z. ANCHOR (as4 C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS -• NO PE004654 %'12 SMS W/2"EYEWALL 43 16.0 16.0 7.5" 9.0" L6.0"15.5" O.S. 4.5" 6.5 15.5' 8.5" 4S" 4.0" 7.0" i ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6:0" 3.5" 5.0 31.d' 7.0" 3S" 3.5_ 5.0 _ =0 N S EMBED _62 14.0"7.5" 4.0" 6.0" 14S" 9.0" 4.5' 4.0" 7.0_7.0" -3.9" .5" 5.0" ;0 - tt 70 11.5" 6.0 3.5" 5.5" 12S" 7.5" 3S" 3_5" 5.5° 7.0" 3S" 3.5" 5.0" 7(% STATE Q z ___. - OF W PI E 100 7.0" 3.5"� 3.5 5.0 7.D" 3.5" 3.5" 5.0° 7.0" 3S" 3.5" 5.0" i /..zonloA•••- j S. s ANCHOR SCHEDULE: WOOD (G=0.55) "NgL1EN,Z�j ;�i 3/q"MIN EDGE DISTANCE f1t qq tS b Spans UO To 6'-0" Spans UDTo 6'-3" SMns Uo TO 12'•0" u �N j'o O ANCHOR (PAD CONN TYPE CONN TYPE CONN TYPE Z Cl 1 C2 C3 C4 CS Cl C2. C3 C4 CS Cl i C2 C3 C4 C5 W ON - 1/4'LAG SCREW WITH 1-3/4 43 16.0"l6.d'11.5 12.5 16.0"16.0"16.0" 7.5" 9.0" 16.0"16,0"14.5' 4.5' 6.0" 16.0" MIN THREAD PENETRATION 53 16:0 16.0 8.5" 10.0"16.0"16.0"111 6.0" 7.0" 16_0"16.0"11.5 4.0 5:0" V31 62 16.0"16.0" 7.0" 8,5"L6.0"160"14.5" 5.0"_ 6.D" 16.0"16.0"11.5" 4.0" 5.0"_16.0" O W w, �tiLTLLtTs' 70 16.0"16.0"6.0" 7.5" L6.0°16.0"12.5" 4.0" 5.5"16.0"16.0"11-5' 4.0" 5.0" 16.0" 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" So. 16.0"16.0"11.5" 4.0" 5.0" 16.0" �+ h 7/16•WOOD BUSHING WITH 43 16,0"16.0" 8.0" 10.D"16.0"15.5" B. 4.5" 7.0" 15_S' 8.5 4.5" 4.5" 7.0" �-+ d 1.13'MIN EMBED D.1/4-20 53 16.0 10.5 5.5 8.0" 16.0"11.0" 6.0" 3.S" 5.5" 11.0" 7.0 3.5" ffl 4.0" 5.0" f: SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.D" 7.0" 3.5" 4.0" 5.0111 p "Lamin 70 12.0" 6.0" 3.5" 5.5" 12.5 7.5 3.5" 4.0_' 5.5" 7.0" 3,S' 4.0" 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0° 7.0 3.5" 4,0" 5.0" 5: !14 SMS OR t14 WOOD 43 16.0"16.0 12.5 14.5 16.0'•16.0 16.0 8.0" 10.0"16.0"16.0"11.5" 5.0_ 7.0" 16.0" N X ^� SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"1fi.0"15.0" 6,0" B4O" 16.0"16.0" 9.5" 4;0" S.S. 13.0" w 5 THREAD PENETRATION 62 16_0"16.0" 7.5" 9.S' 16 D"16.0"11.5" 5.0" 7.0" 16.0'16.0" 5.5" 4.0" (JI- 70 16.0 16.0"•6.5 8.5" 16.0"16.0"10.0" 4.5" 6.D" 14.0"16.0" 9.5" 4.0" 100 16.0" 9.5" 4.0" 5.5" 13A"16.0" 9S" 4.0" 5.5 13.0 =.c-0 m ANCHOR SCHEDULE: WOOD (G=0.42) _ _3/4'MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To 8'-3" Sfa11 s Up To 12'-0" 9Y E3 O� ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE E S H C1 59 C2 C3 1 C4 I CS I Cl I C2 I C3 I C4 I CS I C1 C2 I C3 C4 CS o 1/4.LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0'[16.W' S.5" 7.0" 16.0--116.0"19.5" 3.5" 4.5" 15.0" q MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"112.5" 4.5' 5.5" 16.0"15.0"17.5" "o- 'o .0 R 62 16,0" 5.5:' 6.5" Sfi.a"16.0" 9.5" 3.5" 5.0" 15.0"LSyO" 7.5" 3.0" 4.0" 11.0" O a] 3 70 16.0"13.5" 4.5" 6_0" 16.0"16.0° 8.0'_�3_0" 4.0" 11.5"15.0" 7.5" 7.0" 4_00" 11;0" .O0 100 15_0" 7.5" 3.0" 4.0" 11.0"15.0" 7_5"(3.0" 4.0" 11.0"15.0"�7.5" 3.f1" 4.0" 11.0" h tl 1T14 SMS OR#14 WODD 43 16.0'_16.10_' 8.5^10.5"16.0"16,0°12.5" 5.S" 7.0" 16.0"33.U" 6.5" 3.5 5.0" 10.5' o SCREW WfTH 1-3/4'MiT] 53 16.0"16.0" 6.5" 8.0" 16.0 16.0. 8.5 4.0 5.5' 16.0"10.5" 5.5" 2.5° 4.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5" 9.�` {)la0oavmplOA 70 l6_0" 9.5 4_5" 6.0" 16:0"31.0 5.5_ 3�0" 4.0" 8.0" 10_5" S.S' 2.5' 4.0" 7.5" 100 10.5"5.5' 2.5" 4.0" 7.5" 10.5" 5.5" 2.S" 4.0" 7.5" 10.5" 5.5" 3.5" 4.0" 7. l� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK gyp) 4"MIN EDGE DISTANCE 11 Spans U To 6'-0" Spans U°T°W-3" Spans U°To 1210" s ANCHOR A Ci _ONN TYPE CONN TYPE CONN TYPE I/ C2 1 C3 I C4 I CS C1 i C2 I C3 I C4 I CS I Cl. C2 C3 I C4 CS 5/16'TTW TAPCON XL W/ 43 16.0"16.0 1fi.0"16.0 16.0 16.0'16.0"15.0"16.0"16.0"16.0 15.0" 9.0" 14.0"16.0" d 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0 1616^0 160"16.0"13A"16.0"16.0"16.0"12_0" 7.5" 12_0"16.0" 62 16.0"16.0 1414_0"16.0 16.0"1fi.0'15.0" 9.0" 14.0"16_0"16_0",12.0" 7.5" 12.0"16.0" d 70 16.0 16.0"11.5 16.0"16.0"1&Y 12.5' 8.0" 12.5'16.0"16.0":12.0" 7.5" 12.0"i16.0:' IUD 16.0"12_0" 7.5" 12.0"1610"16.0°12_0" 7.5" 12.0"16.0"16.0"12 0" 7.5' 12_0'11 6_0" itlim+� 9 5/16'ELCO ULTRACON W/ 43 16.0 16.0"110.5"14.0"16.0"16.0'10.5' 6.5" 9.5" 16.0'11,0" S.S' 6.5'1 9.0" 2-1/4-MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0"14.0' 7.5' 7.5" 13.5" 9,0" 6.5" WPIII1111i tqtlIfiMlKLlelWDOPl' m 62 16.0"10.0" 6,0'_9,0" 16.0"11.0° 5,5" 6.5" 9.0" 9.0" 65" 15-2339 57D 15.0" 8.0" KOWTOW-. 15.5" 9.5" SS" 7,0" 9�0" 6_S' SCA qaz lull 9,d' 5.5' 6.5" 9.0" 5.5" 6.5" 9.0" 6.5" PACE DE>iQ11PTJ,ON1 t7 L4 _ 2'MIN EDGE DISTANCE C2 C3 C4 f5_ CI C2 C3 -fA CS Cl C2 C3 C4 CS Alt SMS W/2"EYEWALL d3 16.0"16.0" ]3.5"16.0"16.0°14.0" 6.0" B4O" 16.0"14.5" 7.5" 3.5" 5.5" 13.5' ARMORINSSERTQW/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0' 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0""4.5"' 8.5" 62 B=l 70_16_0"10.5 S.0" 6.5 16.0 12.5° 6.5__3.0 4.5 9.0 11_5 6.0" 3.0" ANCHOR NOTES:SEE SHEET100 11.5" 6.0" 3.0" 4.5 8.S 11.5 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 9 FOR ANCHOR NOTES.