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Product Approval
5/9/2019 Florida Building Code Online W9 y R BCIS Home j Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts I Publications i Contact Us BCIS Site Map Links { +Search F' da ., product Approval USER;Public User Product AooLovai Menu>Product or Aopiication Search>Application Ust>Application Detail e,. + 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 m 3 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. R1 Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl,pdf FL13757 R6 COI Indep22&df FL13757 R6 COI Indep3.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 haps:/Moddabuiiding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d 1/2 5/9/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 E WX_EquIvIpdf FL13757 R6 E uiv E uiv2.p-df FL13757 R6 E gLNL�E gjyj.pdf 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 11 Dwg j.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 FL13757 R6 AE Evall.pd combinations and additional limitations of use, Created by Independent Third Party:Yes -------T_ 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 R6 11 Dw 2.pft 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 FL13757 R6 AE Evaf2.pd combinations and additional limitations of use. Created by Independent Third Party:Yes I - -- - 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" I for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use In HVHZ:No FL13757 R6 11 _2wg3,pdf 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 Eva13.pd anchorage,etc. Created by Independent Third Party:Yes Sack tlext Contact us::api Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CogyLight2007-2013 State of Florida.::EEtYW_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: W 0 M X� hftps:/Ifloridabuilding.org/pr/pr�_appjtl.aspx?param=wGEVXQwtDqvgk7yHMuovbmRcEiVwS.ME9kgduPjqrWwKqqkMAsTBN9A*/`3d%3d 2/2 6.8 STREAMLINE SHUTTER ,,,1111 t7/// L PEGENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ �FPMK � •No 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 RESIDENTIALCODE UNLIMITED WIDTH - (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN 0 C b o N ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. ,O STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION F(OMOP w 8z DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �� SS '......•.. REgUIREh1ENT5 AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE NC F{1(na em N FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 3. TESTIING WAS ESSURE CONDUCTED N AVALUES CCORDANCE FORD HEREIN ANY TAPS 2 1/2022/203 AND ASTM E1886/E1996/E330. z� k>O 4 DESIGNSAFETY FACTOR.RES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 UIQ g=9$ Z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZI 'ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W 0 4 w � CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ?�L" 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND Z 9 W W LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 5 ow 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE In°w O 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 u�i SHALL BE USED. =a Ci 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. '" 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 a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER New p 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w 9g 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE rc$8 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR % 10 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn rn�S m. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. q" n 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALDOCUZ �' 12. WHEN MTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM ww OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK 4 a SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE E o DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL 13114 ING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES a g g FORT LAUDERDALE FL TYPICAL ACCORDION m MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION TAS 201 202&203 o FLORIDA PRODUCE APPROVAL NUMBERTABLE 2• 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16.0 5052 ALUM.ALLOY. _ 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW PUSH LOCK OR NONHVHZ ESSENTIAL 9 - g BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. e� 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER @ �eI 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 520292 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE & 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE n 19 It i 22. SHUTTER MAY BE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8• 2318• 1-5v TABLE 1' 99" 3-1/2" 1x18• 3-5/8' 1-Ire• p�E • TABLE 1 NOTES: 120" 41/8" 2' 4-1/4' ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-7/8' 2' 5' 2' SHUTTER SPAN SCHEDULE*ABOVE ARE Ili -� MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: RM � �R SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. N019-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY CMIRMRRAIKLO W PE. POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER T'COTtID7� 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3.NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPANR SUE PRESSURE PRF$ BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE,IpsFI PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE oesO�m.e SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30-SHALL 72- 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. N. TO 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE '7) 1Y0• r� r INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 g • 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Llul g$ 144" 43 40 E3996-09. 111 !r� FAANKLBENNARDORP.E. PROJECTION VARIES ``111 K L. I E0046u9 '^n 2.874' y- 4.874•MAX. `` "'3.�kd. }0.115' T- cNI1803.0062' � _n� 0.060' =:* No pE*0 04 0.125" 'q:O 0.100' 1.708` 0.100' 062" 1.708 __- 0.080'p6P/' 063• 0.195` 0.096• I 0.195° o r % 0^I 9 vi -j 111--- T' 0.060' 0.070" 0.060 °Ny 2.820" �(1 T ATF OF '+ FJO.06lr 0.125° t 0.630 0.6300.062°ti 1.993°� 1.908 �� �ORIDA m E 0.630" 0.062' 0.630" 0.062' -1- 0.143 '• ..••G11 -1-",' 0.971" .971 OZ1'! 1 1 -t-+ r� t 0.143" IrIIIIII I1 W �N q �� 0.200. 00° I op 0.0a 0.630" `� ?� o>V EI a I 0.062' 0.630' 0.06 0.062 1.069'} `•�. II I I i 5.745 MAX. Y '} 0.062"� 11.069°-� W $H9 =� SUPPORT LEG OPTIONAL 0.200" 0.062° 0.200" N 1.069" gp 5.745'MAX. 3 Or y 8 OlWALL BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL �d4w O2 O3 O4 O LITEOLITE HEADER/SILL ow 66 SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE O F- WHERE SHOWN,SCREW BOSSES 8L FELT GROVES ARE OPTIONAL - ri ON ALL EXTRUSIONS n 0.874"4- } 2.655" 0.875 a 2.195" I }---}0.510° -2,195 1.230 " 1.229' I I 0.105 0.060" IL , W $ SCh0 m .069" N V.69 10maj0.105° 2,362' I 4.84• =m IN 831" O N l`. _ c (' 0.105' N li ^' N 1� 0. 4.5106g 1 I 0.075" '^ 3 iv 0.105' I; .D75' N4.510' ".(! __L_I .994'} 0.044' E 3 NOTE:TESTED THICKNESS OF 3.506" S S 0.781° � 4.510' � � 0'07 _�� BARE METAL W/O PAINT IS 0.039' °1 ~ O7 SILLOg SILL ADAPTER Og EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL• BOTTOM t3 6.8 STREAMLINE SLAT/BLADE 'p$ SCALE:HALF S1ZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE 5 SCALE:HALF SIZE 6 d 0.080477" 1.570° 0 510" 9 S 0.143" 0.143°�� 0.590" 0.341' .06 0.070'' � 0.245°708' 0.143' 0.096° 0.060.4.753• 0.115 c- 0.080• 0.117"co '0.090". j�l 0.096"X0.180• ^ i 0.080° Ho'!0.080'0.044• 0.227' 0.682'F2. 0.630' 0.060rWmOPE 0.693' 15-2339 NOTE:THICKNESS OF BARE 622' �-1.625"-� 0.420' -"" METAL W/0 PAINT IS 0.039' MwmMCALF, 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER 78 WALL SILL CLIP WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE `�T 11 1 1 111�r , x bye NNNtoo,P.E" 1.9so• ��� K ��:�; T{}0.125" 0.610' STAINLESS STEEL 280'{ } NYLON WASHER OR ��\µp;N ASSEMBLY 4 0' ALUMINUM �'•' Lr 0.357' 0.320"0 HOLE o 0. 50° � if:' Ho F - NYLON a, w umi S10 x 2-3/4'410 HT S.S. 0.276• _-b aEp�ss '•� u ?G m INSERTS SCREW W/TC ULTRACOTE r 0.591" >f 49 N 0.05 WHEEL ;O 0.1� INTO COATING m =� o n 240' II 'I- TRACK (TYP TOP&BOTTOM) ry 0.062" - •,• SrgT �y I I TYP.AT EVERY OTHER JJ------It----00.750` NYLON BUSHING W/WASHER: ttt--}}} 7/16°0 x 1/2"@ INTERIOR JOINT TOP It �i 0 0 -r 5'MAX. 0.870" 0.154" 0.137` i a INSIDE JOINT AT TOP. 7/16"0 x 1"®INTERIOR JOINT BOTTOM �iNgL ENG�a Ll CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR rr tt l 1 NGN g ANGLE HOUSING-ZINC DICAST,POWDER COATED Z¢ v�U4 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT ''nn Q SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 26 uQ je g =o SCALE:HALF SIZE SCALE HALF SIZE ggg OR KEYITHUMB TURN OPERATED INSIDE. Z �a'40 3 W HO-250' 23 BRASS PUSH LOCK WW $"W WR^ = SCALE.HALF SIZE N V E .155" w1'.978'4.000' 1.742' 2.125° 10 0 500" 0.500' 0.236` 1.710" 0.286' 1.6024" 0.267" 0.623' F 0,790" 0.090• 0.319" 0.531' - 0.531° m to m 0.064' a 0.2 �Z 6' o n 2.250• uni 0.09 n T 6 ♦-t '4 0.250, o o �6' jj0.607' 0.607' a � gd 0.118` N 1 �in In r' in �'+ uTp 0.224' 0.239" Il N n n u�n �n �$ 1---2.000' 0.060" 0.4%' 0.240" I n m m � ya �2.750'� 0 m 1.758' �. �c a p m 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476' ~~ _ Ztpj Ti SCALE:HALF SIZE SCALE:HALF SIZE 0.1601- 1.0010.062" 0'222•-t t- 240' 0.062' _V-0.062,_4�-0.176' c 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER FmF SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE S 7 -4.0.062. 5 S.S00'x 13/16'WIDE 1�0'4�� �a0c• m ri ' 167' 7/16'0 STAINLESS 5 STEEL NUi I coo 30 ^ 0 N-t---T 0.438" O.188 TS•" 5/16.0 INTERNAL 5/16 STAINLESS MACHINE v . 40a' X4.500 10.689" POWDER COATED,ZINC DIE-CAST TMPD ^� n 0.121' - SECTION A HEAD STYLE VARIES 1.050"4 DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW g@g INDUSTRIAL SYSTEMS (OPTIONAL) O SCALE:FULL SIZE O SCALE:FULL SIZE NJ 0,254° 4D04Dh 4DC - -BOX LOCK SCALE:HALF SIZE ` R O SCALE:HALF SIZE END STRIP 1" I Ii g s��i !B }-2'�•� 2" & 3" EXT gR }-1.625• S.s00" T-0.125" e�5 0.125` SCALE: HALF SIZE 0.050° 0.093" ! 0.125' � �jaQ� � > I q 0.085km" o F�3 tl��' g q 0.125 0.093' ri CLPNOORRWIiL@/11ftDOPE 0.250' S o.OBS• m 15-2339 a �N I /Gilt 1 MAGI D6aIrf70Nt 1 7.000" I O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2%3%0.125" ANGLE 9>) 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE `\A FJWIK.L BIENNAADO,P. ANY ANCHOR PER ANCHOR EDGE DIST SCHEDULE®18"O.C. EXISTING DIST. .•'( •• GLAZING SEE END STRIfZL�� ry SCHEDULE FOQ PNDC No E004 •' A .ANGLE EMBED SPAN WHEN l 17 R LEG D RECITON [ 20,40a,40b_.V_ - GGG�R,Rr�• 1/4" OR 6.8 STAR -' p _ EMBED. 6 (INTERIOR) zk 17 MAX. WITH 21 OR 2§,:b_.• O p p ~ c MIN.0.062"THICK 6063-T6 ALUM. 30 ANGLE 1°x 1"MIN.TO 2°x 5'MAX. 21 EOG - '---- (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ // I TZI >U.. 38 ANY ANCHOR PER ANCHOR 47 (tZp)410x1'SCREWS AT f� Q SCHEDULE 0 18"O.C. ATTACH TO 6 8 BOOATROER AND D 1=14 a Q LL z� 13 13 13 812 x 1/2'GALVANIIED OR Z $ 2 13 812 x 1/2'GALVANIZED OR S.S.SMS, 30 S.S.SMS,3/16.0 ALUM.POP N 6.80"IT P.) 3/16'0 ALUM.POP RNEf,OR 1/4-20 RIVET OR 1/4-20 MACHINE W 8.W" z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT zn Nur®le°D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. L� (EXTERIOR) S/16-18JHUMBSCREW INTO THREADED WITH 6.8 STARTER AND ANGLEyWssw INSERT(RAT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. b p TYPICAL PLAN VIEW HOLE SHALL BE 3/8°MAX WIDTH,UP TO P SP SCALE:3..=1'-0" 1'HEIGHT. AN 1-BIO(2.7-) 62 108" . 72 100" r 82 w USE(1)BRASS PUSH LOCK �D 112 OT I"I OR(1)5/16-18 THUMB 132 7" SCREW I 0THREADED LOCKING DETAILS FOR 2'810(3.7-) 62 95" SEE END STRIP d INSERT 37 AT 1/3 SPAN CENTER MATES ® 72 88" M� TO 2/3 AN FROM 40 SCHEDULE FOR MAX. W Y BOTTOM OF SHUTTER SHOWN ON RANDOM SPAN WHEN USING 6 30 DETAILS 3'BIO(4. 82 6 g RECEIVING HOLE SHALL BE 13 72 78' 20,40a,40b OR 400, R 3/8"MAX WIDTH,UP TO �o 1"HEIGHT. 3a.p,p, 1/4" OR 6.85TARTER82 ��7) 72 102" Ho MAX. WITH 21 OR 25. I ce 5! 20 112 81" 40 40 STARTER APPROPRIATE STRIP TO =�< 1.5'x3' 45 gr 40 20 PROVIDE CLOSURE x0.083' 52 87' FOR 13 I 57 Br BUILDING CONDITIONS. 23 60 81" E 2I \ FASTEN STARTER STRIP o g (INSIDE) �0 7 TO TRACK W/(2)4410x1" d g SCREWS AT CORNER,TOP CTL 57 LX3* 52 1229" ALTERNATE END STRIP DETAIL 8 BOTTOM. $ 13 Z 80 1 SCALE 3"=1'-0" ANY TRACK W/SCREW a ¢a m 84 118, BOSSES. a 70 111• 73 109' SILL d W FOR GREATER SPANS OR LOADS THAN 0 SHOWN IN END REQUIRE -X"' "CLIP D F MID SP N USING A 1"x1"ANCHOR O THE Cn \ MIDHORN USING ANY ANCXORON TXE EXISTING GLASS 6 Z \V J ANCHOR SCXI_.6111x7/P TEK �. v 13 SCREW OR 1/4-20 BOLTTO END STRIP. USE(1)BRASS PUSH LOCK a Sel USE 111 BRASS PUSH LOCK N-u+ OR(1)5/16-18 THUMB a m OR(1)5/16-18 THUMB (INSIDE) f ��.-y.�p SCREW Iy7O THREADED 30 13 ,,¢a SCREWI O THREADED x� INSERT O7)AT 1/3 SPAN Z INSERT 37 AT 1/3 SPAN SILL LT y �TT� OF TO 2/3 AN FROM 1 tle TO 2/3 N FROM (OUTSIDE) r�� BOTTOM OF SHUTTER I BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE @ d 3/8"MAX WIDTH,UP T 23",, Ca 1"HEIGHT. TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST - - - " - - ---'- 35 30IR NTS 13 30 CWVR RRWiIL*UVMPE 13 SILL 31 215 13 3 (OUTSIDE) 15-2339 USE(11 BOX LOCK AT 1/3 mss' - SPAN TO 2/3 SPAN FROM PAGE DENCOWTIDIU BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 99 NTS g,a,,fn SCALE.3"=1'-0" . .. .. FRANX L BENNA_P.E Cl ON TYPE REFSCHERENCE DULEtR LSTRUCTURE EXISTING STINGST //// SPACING Cl CONNE1/4-20 MACHINE BOLT \ REFEREN1/2' W/NUT @)12"O.0 OR p / \ SCHEDUL . ® #14 SMS(a 6"O.0SPACING1/2' (TYP.TOP&BOTTOM) - 'n 2 FASTENERS ALUM. TUBEU6063-T6 ALLOY <! O PIEACH ANGLE SEETABLE A EOR SIZE. 5 OR 5 OR3 OR 16 z ui � a1x 2"x 1/8" ALTERNATE THRU B 'd"OR 2x2x 1/8 _ REFCl ERENCE(ANCHORMIN.GLASS I11^ Q zALNNECTON TYPE UM.ANGLE - — SCHEDULE FOR MAXSEPARATION 13 '+tuuLL <ILTHREE 3/16"O ALUM. 0 13 " SPACINGPER TABLE2 jQ Zw Z^ 0.OM POP RIVETS OR I, I GLASS 111rr1 xw Qm WW ti THREE#12 SMS,TYP. 17 I' OR DOOR—yl X N N a v W 44Z 3/16"0 ALUM POP j � �� u ¢=¢r NOC&�w 17 RIVET OR O C.#(T Y P.12 115 ,..�I___ ! ATF i7 r O W 6i ---- �A; R r to TABLE A tom) \: / �qTf S OR fi OR w PRESSURE VS ALLOWABLE LENGTH ��o a MAY USE MALE OR 0 2'k2'W 3 Y3/8' FEMALE LOCK-SLAT PSF No B(b B910 62 130" 188' 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 'Y Cl CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING ri n 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR -'I � WASHER(TYP) m p SCHEDULE FOR MAX. is 82 119" 17T NTS SCHEDULE FOR MAX. 19 92 114' 166' SPACING ___��� 102 110" 160' 14x3/4"SMS 9 9"0C. ANGLE TO TUBE CONNECTION N Q 120 104' 147' 2"x 2"x.125" �v°O M ISO 97, �1" TABLE B(Oc4) EXISTING HOST EMBED. 2"x 2"6 ALUM TUBE STRUCTURE _� 200 Sr 114' PREMIZE VS ALLOWABLE LENGf11 5 CONNECTION TYPE 2°x2q�I/8• 39t3y[I/8' fE GE DISTANCE REFERENCE ANCHOR E PSF WITH qIO WIiH B/O SCHEDULE FOR MAX SPACING 62 113' 166' j STENER 18"0 C. 72 for 1STE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a g 82 101' 14TANCHOR SCHEDULE) SCALE.3"=1'-0" m 92 9S 137 m 102 90' 13Y O R � 83" 122' ^$ `y 1� 74' 107 w F. 200 "x -3/16 RIVET OR#12 SMS 6063-T6 Z nMN GLASS 13 @ 18O.C. OR 1/4-20 17TUBE TYP. N o w EPARATIONz r uPER TABLE mNUT&BOLT(TYP) 3/16"m ALUM.POPa a m u�ar GLASS2 ' 0zmALUM. TUBE RIVET OR#12 SMSaCnl 18"O.C.(TYP.) za W OR DOOR Q Da6063-T6 ALLOY aSEE TABLE B FOR SIZE. 2 FASTENERS x 1/8" u WEACH ANGLE INUOUSNUM ANGLE 1"x 2"x 093"6063-T6 AL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. ATION TYP3 16 POP RIVETS OR 17 THREE#12 SMS,TYP. 11W E11 v . 1"x x q 13 OR ALUM.2""x 2""x ANGLE 4 CONNECTION TYPE x 1/8" EDGE DIST REFERENCE ANCHOR !'E qpq TT SCHEDULE FOR MAX OR� r6 USE MALE OR FEMALE SPACING LOCK-SLAT0>PIA@RROMIL6IWAOFE 13 EXISTING CONCRETE, 13 BLOCK OR WOOD FRAMING 15-2339 SCAM (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAIMDa°01�O1i #12 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 BOLT&NUT SCALE 3"=T-O" �9 � (al 18"O.C. � ! 7 � FWK L BEMINIDO P.E. C5 CONNECTION TYPE '"�`-•' REFERENCE ANCHOR EXISTING OZ SCHEDULE FOR MAX. STRUCTURE �� Ix SPACING GLASS w �' GLASS w C1 CONNECTION TYPE 5"MAX 1/4-20 MACHINE B06�'f�.•" 7 OR DOOR r❑u y OR DOOR w w REFERENCE ANCHOR 19 W/NUT[la 12"O.0 0�2[C NO O r w r r w❑7 SCHEDULE FOR MAX. it 14 SMS Cal 6"O.C.- =w¢" MN. 13 N=❑ SPACING dry,. - N w 7/2•• (TYP:TOP 8 BOTTBF 1p 7t_ MIN. 13 u1 w a w GLASS 1/4"-20 THRU BOLT W/ GLASS X N N m EPARATION N l7- Q /2 Z W EPARATION Q 3:0:Q 414 x 1/2"SMS Cal 12"O.0 PER X w n Z r %0 T LOCK NUT Cal 12"0 C.OR F F-'L r OR 3/16"0 ALUM POP Q w C o (S�OR(6�OR! iT�'•., C �'� "� 12 x 1/2"SMS t2"O C.E.S PER w r TABLE 2 I a J OR 3/16"m ALUM POP TABLE2 Zj RIVETS fal 6"OC. OR 1/4"0 F � o OR ALUM POP RIVETS Cal 12"O.CMI/2" Q ¢ RIVETS .6"O.C. ES w� �¢ € R 1/4"0 ALUM.POP RIVETS / 71 AND 3O r w 1 1 Io V 3 12"0 C.E S M4X FROM PIN MN GLASS w r 1� Lu 1 / 1/4"MAX.FROM PIN ASSEMBLE TO BUSHING SEPARATION 13 F, 7 7 Zk or W =g 9 AND 0 GUIDE TO BUSHING PER TABLE 2 I- _o OHER(TYP.) In w "mASSEMBLY WASHER(TYP I wn ==Z=w LuGL 1/2" 1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR r-°WOOD FRAMINGEFERENCE ANCHOR Q ¢G r UIExw - SCHEDULE FOR.MAX. E a0 WW4 CONNECTION TYPE ry / EDGE REFERENCE ANCHOR SPACING uQ M O DIST. SCHEDULE FOR MAX. / SPACING AS SHOWN Z-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 vri (5]0 6 OR Ci REFERENCE ANCHOR EXISTING CONCRETE,J w ❑ v3 0 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER /2'• / ®N LOCATION.FRONT AND C7 CONNECTION TYPE GUIDE R BUSHING BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.) =�A 1/4"MAX FROM B SCHEDULE FOR MAX. 79 WITH THIS LOCATION 5 CONNECTION TYPE � L' PIN GUIDE TO SCALE:3"=1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION - REFERENCE ANCHOR ~4- I (TYP') SCALE:3"=1'-0" SCHEDULE FOR MAX. 0 EXISTING CONCRETE, SPACING ����ii p� 0 / BLOCK OR WOOD FRAMI EMBED. // CD BUILD OUT MOUNT SECTION WE TYP BOTTOM EXISTING CONCRETE. SCALE:3-=1'-0" BLOCK OR WOOD FRAMINGEXISTING IR ® NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE m g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND ISA m E E R MINIMUM OF 12"LONG THE SILL OR CEILING TRACKS S 6 SPACING SCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST 8E CONTINUOUS 3 16 SPACING OVER THE GAPS BETWEEN SECTIONS. 1/2 &y, � w r ❑ N GLASS w r w o OR DOOR Mw r 7❑ o: r ma rw �o�eon•. w 012x1/2"SMS Col 12" EPARA710 CLASS 13 ❑ N=, wwr� � 1 I, w r w O.0 OR 3/16"0 ALUM PER N 0 N m I(I� uwi I o s r w 7 7 POP RIVETS(al 6"O.0 TABLE 2 ❑Z IQ- GLASS OR.O MIN GA 13 ❑_ =J ��y�y j N N w w OR 1/4"0 ALUM POP G M Q DOOR N r a N m g MIN.GLASS 13 t=Z u J RIVETS Col 12"0 C L PER TABLE 2 a w Q 666 SEPARATION N lr7 20< U N Q w¢Q r A.! �❑ a PER TABLE 2 Q tt ~ O AND O F G 0 e 1/4-20 S S MACHINE '100. ASSEMBLY 1/2" 1/4"MAX.FROM PIN ,a 12 SCREW&NUT(mG M 1/2 TYP WASHER(TYPGUIDE TO .) r a w N 1/4"MAX.FROM PIN GLASS OR DOOR 1/4"MAX.FROM PIN m p � x w 4 CONNECTION TYPE t/2' GUIDE TO BUSHING Q GUIDE TO BUSHING `O WASHER(TYP. iv X f WASHER(TYP) EDGE REFERENCE ANCHOR a 5 6 EXISTING CONCRETE, DIST SCHEDULE FOR MAX mPB33RFRW(LW80=PY BLOCK OR WOODON TYPE EXISTING CONCRETE, 4 CONNECTION TYPE NPD DIAGRAM ON PG.9 REFERENCE TIANCHOR 15-2339 1-7 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR OR SCHEDULE FOR MAX. mum "x 3"x 1/4"CONT. 3 CONNECTION TYPE 3112 x 1/2"SM5 Cal 12" SCHEDULE FOR MAX SPACING FADE Dl0CFZP"FFI O.C.OR 3/16"0 ALUM. SPACING ALT FASTENER EXISTING CONCRETE, 063-16 ALUM.ANGLE REFERENCE ANCHOR LOCATION.FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS Cal 6"D.0 BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING 5 SHOWN DASHED) SPACING OR 7/4"0 ALUM.POP WITH THIS LOCATION O RIVETS Cal 12"O.C.p WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION `O SCALE:3"=1'-0" 7 MN.GLASS 111 K L.BENNARDO,R.E. GLASS SEPARATION Z OR DOOR PER TABLE 13p0 `� • y w \ 00u ' GLASS OR � `�•' ,.0 _ F au In DOOR No p Z GLASS OR _7} 0046 =w a DOOR MN.GLASS N N SEPARATION --0 l*_ a 2 w MN.GLASS PER TABLE 2 �0 `D I I E F SEPARATION W w m STAI 13 wj PER TABLE H war •••FCO ) �U 1 JN x ZZO I F nN !ti1S�ON y�FS `rI w �p2 L ~Zw !/1111 IP ODj QV yoZ Q Jew ,3 M zoo (3 IL <W� o F Z Cl CONNECTION TYPE X w o:OZ ZK Qt m Z - 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR J Z ^, "+aN TO BUSHING WASHER(TYP.) a SCHEDULE FOR MAX. a WW �.a IW. ¢Z TWO 1/4"0 WOOD 250•• SPACING aN 3Lyd LAG SCREWS @)24" s N¢�xw 0 C.MAX WITH 2'• C4 CONNECTION TYPE tr' .250" c W ui THREADED PENETRATION REFERENCE ANCHOR 10C N "T"INTO CENTER OF 2X STUDS O SCHEDULE FOR MAX. w N SPACING /to 18b i B 18b F, EMB "T' 14 SMS @ MIDSPAN BETWEEN /w p STUDS FOR TRACK TO 1"x 4" DIST. PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL O SCALE:3"=,' 0"WALL MOUNT SILL DETAIL w SCALE:3"=1'-0" - EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY 5 E v m SCALE:3"=,'-0" ALSO BE USED pc oC 41 AT TOP 6 ACCORDION SHUTTER g PER PRODUCT APPROVAL r ow —GLASS H MN.GLASS OR DOOR H 0i SEPARATION 13 7 in a In ° PER TABLE N EXISTING WOOD(G=0.42) L S, APPLICABLE AT TOP X Z Z 3 .� AND OR BOTTOM Q X TRUSS OR RAFTER Q d a Qa @ 24"MAX:O.C. -1/2'1-1/2" 2'OR 3' T � E M EXISTING FINISH I I MATERIAL 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 1/2'MIN. 5 66 TO BUSHING WASHER GUIDE iI ii S 2°x3'X1/e%CONTINUOUS OR 2.175' O ALUM ANGLE W/THREE Ii I CIO G: 2"x2'x3'B°xCONTIN0005 1• 3 6 1/4"TILE fTYP.) 1/4"0 WOOD LAG II II II w e� FINISH MATERIAL SCREWS WITH 2-3/4" m 6061-T6 ALUMINUM ANGLE MINIMUM THREADED s PLYWOOD PENETR "T"IN WOOD(al 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT 1@ 7"O.C. EACH RAFTER OF TRUSS, E (®I ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 F OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C:MAX.WHERE 15$ 4 m MACHINE SCREWS AT 3"FROM ENDS ff E%ISiING 3 KSI CONCRETE GAL V.OR SS ANGLE EXTENDS BEYOND AND 9"O.C.FOR THE BALANCE H HOST STRUCTURE WfIH EM 1) 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN e C 1/�0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO F w 3'FROM ENDS AND 4"O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(al 9"O.C.W/1-7/8" NEXT TRUSS. F w j D ¢ '� FOR BALANCE WITH 1!/14" MIN.EMB, IN WOOD SG=0.42 TO 0.55 ul x o MINEMBEDMENTAND211" MAX.DESIGN LOAD AT V-0"MAX SPAN: EXI STING CONCR ETE, 13 $ MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR i F Z mlill e STAGGERED WITH 3°MIN. MAX.DESIGN LOAD AT 6'-O'MAX SPAN: WOOD FRAMING.SEE L7 g a a 0WVF RBDII(L9A6MPB z"x 5"x 1/B"CONT. a z C3 w¢C~ I5-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCHED ALUM.ANGLE(6063-T6) o a HD BUILDOUT MOUNT BASED U TYPE OF w meuri _ STRUCTURE SCALE:NTS IMAX.DESIGN LOAD_72 P S F) a ■4ce DENCImpnollill PASS THRU DETAIL Hb SCALE:3"=,' SCALE.3"=1'-0" O TRUSS MOUNT SECTION �y ' -0" EXISTING HOST ALT.LEG DIRECTION F L117d 'AR°o,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 4 77/7�ii�f 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM ROUND WINDOW 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE i� EDGE OF SHUTTER, SHUTTER BLADES �. TOP OR BOTTOM ASSEMBLY /' (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE zk' 0 6549 - 1/2' PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER __ DESIGN SCHEDULE - UI p n ACCESS HOLE EDGE OF ACCORDION z z 1/4-20 MACHITlE 80LT W/NUT ��'•, E F~p�j•'• SHUTTER BLADES f u _ 121 O.0 OR#14 x 3/4'SMS 6'O.C. 3.5'MIN �Qa %lS ui TYPICAL w -- 1/2'MAX.5 t G -K•" /���� `�}� 3'MIN � 3 76 �5m �°>¢U¢� 2.875'0 HOLE RECEIVE EDGE r [' S�4 W =c (N ROUND WINDOW ASSEMBLY) DISTANCE MIN.GLASS t3 z uJ- Z �L MAXIMUM OF 3 WINDOWS EXISTING SEPARATION ,,,O� WW �C4 w q3 PER EVERY OTHER BLADE7 GLASS OR �;w E Ea DOORC y=jUU V16 d�'W 1 LIGHT-N-VIEW WINDOW 0K 3"MIN EDGE 1/2'MAX Awa �tn o " 6 8 N.T.S. EXTERIOR ELEV =O DISTANC 14 G m 5 6 00 C7 3 16 1/4"MAX.FROM PIN GUIDE W d QTD BUSHING WASHER ETYP.1 w d 1/4-20 MACHINE BOLT W/NUT.@ M N 1/2' ACHOLE 12'O.0 OR 814 x 3/4•SMS 6'O.C. y 2.875'0 HOLE TO SPAN TUBE PER w 13 E RECEIVE ROUND WINDOW ASSEMBLY EMBED. DESIGN SCHEDULE 3 I a 1/2` (2)6063-T6 ALUMINUM F o f MAX. ANGLES PER BEAM END,SIZE it N o+�g n EXISTING -L PER SPAN TUBE SCHEDULE IBN..p2°y �^ HOST 1/4'0 THRU BOLTS SEE BEAM z o d STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 0 t F g {,}-0.125• - EMBED IN CONCRETE OR HOLLOW BLOCK 3`MINIMUM 0.125• -)II({I SPACING,AND 3"MINIMUM EDGE BLOCK 0.032' 0.032• MAX.DESIGN LOAD-t 72 PSF E e 0.196" l �31 SPAN TUBE SECTION N.T.S. VERT SECTION O a 4 / 6 S° / \\ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE i ROUND TUBE SHUTTER SPAN THRU43MTS ANCHORS PER LENGTH x WINDOW SIZE SPAN I1 + ^ TOP BOTTOM TOP BOTTOM TOP ANGLE BOT ASSEMBLY TOM TOP BOTTOM RI rd l�- ■ 1 TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE m 60" 123.8' 135.7 2 2 2 3 'r r a 2*.5k I'm lois 108.9• 2 2 3 3 r r a,� a ` 0.125 123' 88.9' 94.4• 2 2 3 3 r r ��� 2kB'x 128.1' 157.0• 2 2 2 3 l• r / 0.125 86" 114.B" 124.1' 2 2 3 3 r r \ i / 123' 1028' 108.5 2 2 4 4 10' 10' _--' Ij�1 � 2kek 80' 138.0' 108.8' 2 2 3 3 r r e 0 02.875' 03.250" T�0.188" 0.125 96' 122r 155.r 2 2 3 4 r 10' r 123' 115.4' 137.5• 2 3 4 5 10• 13' 2NIDk 80' 240 158.1' .0' 2 2 3 4 r 10• OB' 140.8• 229.8' 2 3 4 6 10' 18• k 11064 0LIGHT-N-VIEW WINDOW �\ / °''�7S 123 132.2 203.1' 3 4 5 7 13" 18• CWYN= @MLK*V=P8 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB i SPAN TUBE SCHEDULE NOTES: x x x 4•ANGLES FOR 2^x5'&2"x6•BEAMS. 15-2339 2. USE 2'.5'x1/4'ANGLES FOR 2'x8•&2'x10'BEAMS. .l.,., - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. sA4i ooh 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. 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND �21 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °9 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE ASID BELOW THE BEAM.6 LAP O ' 7. ALL BEAMBEAMS AND AREANGLEST OED.E 6063-T6 ALUMINUM. i ANCHOR SCHEDULE: CONCRETETRANx LBfNNARDO,P.E. 1111 'PEODI6549 ,f.z. 2.5'MIN EDGE DISTANCE G �� Spans UD To W-0" Spans UD To 8'-3" SDans UD To 12'1" rfi CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (M Cl C2 C3 C4 CS Cl � C2 C3 C4 CS Cl C2 C3 I C4 11C5 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0"113.0"116.0"16.0" 9.S' 5.5' 8.5" N0 PE00 ULTRACON WITH 1-3/4' 53 16.0"16.0"10.5"14.5'16.0"16.0"12.0" 7,0" 10.5'16.0"15.0" 7.5" 4.5" 7.5' SO.S' _-D * U o N EMBED(3192ps1 MIN CONIC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5' S.S' 8.5" 15.0"15.0" 7.5" 4.5" 7.S' 30.5' 1J 70 16.0"13.0" 7.0" 11.0"1fi.0"15.5" 8.0" 5.0" 7.5" 11.5'15.0" 7.5" 4.5" 7.S' 10.5" 7 /O COMBINATIO15.0STATED Zcl .' f 100 15.0" 7.5' 4.5" 7.5' 10.5'15.0" 7.5' 4.5' 7.5" 10.S'15.0 7.5" 4.5" 7.S' 10.5' 2 x S ITYP 1 9 / 1100 COMBINATI06' F M 8 1/4'MILLENIUM MIIIFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"36A" 9.0" 13.5'16.0"16.0" 8.5" 5.5" 9.0" 13.5' ��S ��RID ui WITH 1-3/4"EMBED(3275psi 53 16.0"16.0"11.0"15.0"16.0"116.0"11.0" 7.0" 10.5'16.0"13.5' 7.0" 4.5" 7.5" 9.5" �s/Q y MIN CONCRETE) 62 16.0"15.0" S.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" o itI/INIAL ow u Com' 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5'13.5' 7.0" 4.5" 7.S' 9.5" G G°• 100 13.5" 7.0" 4.5' 7.5' 9.5" 3." 760."" 5 9.5 13.5" 7.0" 4.5" 7.5" 9.5" 16.01 160"16.0 16.0"12.5" 8.0" 13.0"16.0" Z O L6.01/4E-CO CRETEF.EX 554 43 Lfi616010 1.0" fi66 " 60 " 561fi.0" 6.5" 11.0" WWONW/2-EMBED(3330Ps1 MIN 53 16 .0 1 S(TYP.1 2 5 ITVP. U„ COr) 16.0"16.0"12.5" 16 13.510 100 6.5" 11.0" 4.0y11. ImQ9WI! ®O m70 16.0"116.0"110.5" ." 05 700 6.5" 11.0"14.0ce g ow 16.0"110.0"16.5" 6.0"110.0" 6.S" 11.0"14.0t=z7 ui 1"MIN EDGE DISTANCE •• O ,y NOTE. S"INDICATES ANCHOR SCHEDULE SPACING .1 Cl C2 c3 C4 CS Cl C2 a C4 CS Cl C2 c3 C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: F 1/4'ITW TAPCAN OR ELCO 43 jFff 6.0" 7.5" B.0" 16.0"16.0"16.0" 5.0" 5.S' 16.0"16.0" 9.0" 3.0" 4.0" 14.0" pr - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ULTRACON WITH 1-3/4" 53 6.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5' 7.5" 10.0" ANCHORS ONLY EMBED(3192ps1 MIN CONIC) 62 5.5" 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 08 WITH70 2.5" 4.0" 5.0" 36.0"15.0" 7.5" 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY10D 7.5" 10.0"14.5" 7.5" 10.0"14.5" 7.5" 30.0"1/4'MILLENNM MILLFAST 43 6.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5' 10.5' to P WITH 1-3/4'EMBED(3275PSi 53 6.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.S' 16.0"30.S5.5" 7.5' ANCHOR NOTES:CONCRETE) 62 11.5' 6.0" 9.0" 16.0"13.5' 7.0" 4.0" 6.S' 11.0"10.S' S.5" 5.5"70 9.S" 5.5" B.D" 16.0"11.5" " 5.5" 8.5" 10.5' 5.5" 5.5" " 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGN m ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE100 5.5" 5.5" 7.S' 30.5' S.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN[N TABLE 1(Pg 1). p•E O 1/4'ALL-POINTS SOLID-SET 1-1/4'MIN EDGE DISTANCE p u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm< ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINE SCREW 43 16.0"16.0" 8.5' 10.5"16.0"116.0"112.0"15.5" 7.S" 16.0"12.5' 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER - S (3000ps1 MIN CONIC) 53 16.0"15.0" 6.5" 8.0" 16.0"116. 8.51 4.0" 6.0" 15.5'10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. FF 62 16.0"11.0" 5.0" 7.D" 16.0"12.5' 6.5" 3.5" 5.0" 10.0"10.01115.0" 4.0" 7.0" C p •�..� 70 16.0" 9.D" 4.5' 6.0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" a.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .5 100 10.0" 5.0•' 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g ]/4•ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 55 MACHINE SCREW 43 16.0"16.0"1fi.0"16.0"16.0"16.0"16.0"I1.S'16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. 3 (3000ps1 MIN CoNIC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" B.S' 13.5'16.0"16.0" 8.5" 5.5" 9.S' 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE w 62 16.0"16.0"10.5'16.0" 6.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. •�••� 70 16.0"15.0" 9.0" 14.1"1116.0"116.0" 9.0" 6.0" 10.0"113.0"116.0"" 8.5" 9. 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" B.S' 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT r` 1/4"POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 I C4 I CS Cl C2 I C3 I C4 CS CS C2 C3 C4 CS FINISHES' pyyyg 1"EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"14.0•' 8.0" 12.5'16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS w n w aB S CONC) 53 16.0"16.D" 9.5" 14.0"16.0"16.0" 9,5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEpUATE WOOD FRAMING a 18i G DISC=� 62 16.0"12.5" 7.5" 12.0"16.0"14.5' 7.5" 5.0" 8.5" 11.5"11.5' 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR pppi ' 70 16.0"110.0111 6.5" SO.S'16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5' 6.0"14.0 SIDE CLOSURE PIECES. 6q 100 11.5"16 n"1 4.0"1 7.0"1 8.0" 11.5' N 6.0" 4.0" 7.0" 8.0" 11.5' fi.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SD FRAMING,FASTENER a G 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'VN. WOOD SND.3/4' � 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINL�G SCREWS SHALL c W/1/4-20 SS BOLT AND $43 C2 C3 C4 CS Cl CL C3 C4 C5 Cl C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. g 1"EMBED(3000psI MIN 16.0"15.0"16.0"16.0"16.0"14.5' 9.0" 13.5"16.0"15.0" 7.S' S.D" 9.D" 12.0' 9,, MACHINE SCREWS SHALL HAVE MINIMUM OF1/2'ENGAGEMENT OFTHREADS INCONIC) 16.0"IO.S'15.0"16.0"16.0"10.0" 6.5" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 13.0" B.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. 10.5' 7.0" 11.0"16.0"12.5' 6.5' 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5"6.0" 4.0" 7.5" B.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" a.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 999 2•MIN EDGE DISTANCE f DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �p f12 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 04 CS NUT OR WASHER WINGNUT. OWSIMFRNKL1191Y1WRIL ARMOR INSERT N 2"EMBED 43 16.0"16.0"11.5"14.0"16.0"1L .0"16.0" 7.S' 10 16.0"16.D" 9.0" 4.S' 6.S" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIN CONIC) 53 16.0"16.0" 8.5' 11.0"16.0"16.0"11.5' 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.S' 10.0" 15-2339 y 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' S.5' 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO wtrti DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL I'11®DIM. 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.S' S.5' 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S.S" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" -_ f12 SMS W/2.75•EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"I1.S6.0" 9.S' 16.0" w -• ARMOR INSERT W/2.5- 53 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" 8.0" 13.D" EMBED(2000ps1 MIN CONIC) 62 16.0"16.0" 9.S' 13.5'16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" /1 • 70 16.0"16.0" B.O" 11.5"16.011116-01119.51, 5.5" 8.5" 14.0"16,0 9.0" 5.0" 8.0" 13.0" (`(_1„)JI) 100 16.0" 9.0" S.D" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0 16.0" 9.0" 5.0" 8.0" 13.0" � 7 1 Me • 0 k ®mmm MM®EMEMMmmulm Fm Min CONC) � mmmmm Wl 1-3/4'EMBED(30MOOpw m mo m© mmm' mmc�ao mom 1-1/4'EMBED %///////,mm%1,1111%/////.%////�%////////////1"%/////. ///'//////immmmImm2E0V////®��%///%%///%1111/%%/%% mmm%////%//%/mm%//%i%//%i%/%/%//%%///%//////i////%//�'//////mm%////comm%////%/////.mmm''/////%%///%%///%%//%i 0�%/////%/ mm"=111/1,''//////1'//////.."'////%/%/%//."%///%%/////.%//%i%////G.m®%//%immm//////%///%i///%imm'//////%////%////%//// ' — �/��////%////%////%////%////%/////O/////.m%////'/////%'//////////////m%////%////%%%////%/////m%//%1111/%////%i//// a ' 0m2Em%/1//mmm%////%////%///im%//%%/O/%////%////%////Emmmmmmmmmmm%/ ////im%//%%///////%////%7/////%//%i%///////M//%////%////mm%////mmm011111%///.'=1011mm%////%/////////////m '//////O//%//////%///%%///Oi%////1.%////////////.%/////.'M///1''///////.''////////"%////m"'///////.%/%////mm%//%i%/////%////mm%%%i%///%i%//%/m 1. , .m®®®m®gym%////mmm®f ///%i////m EMBED ®gym%//%mmm%///%///%%//%mm%////e%/O%ii%/////%////Emmm®Emm"'//////''///////.mmm%///%/////.%////%%/ mmm''/////%'//////Imm''/////////////%%////KmmV///%%////%///%%//%mm%//%mm®'///////i'///////%////mm -- 0m, % �m'/////////////%////%////m%/////%////%////%/////.®�%/////.mmm"!%/////."%/////.'%/////.%/////®%//%i%/%%i%///%i///%i mm%/%//.///%//.%/////.%%//m%/%//.%%%1jNZEW///mV/O/%%%i%%%%///m%%/r///%��%////m/%%/%%%E/%/%/La'�///,"'///%//,%%///,%/////. . . . �mmoo©mommomommmmmmm©mmomomm©o© I %icemm ■ mmm /mm®%/////.%/////%/////.m //////// m�mmm®mm%//%immmm%////,mm ���� M<::: MIm%//// %/ .mm �mmmm©m©©mommoo©mmom©mmoo©mo©o© m%/////.%/////,%/////.%/////.%/////.%/////.%////%//.%// %///%%/�MMmEMMMM®mmMmmm®m %//%%%///%////%//////%///%/////%///%/'//// % m''///�%////%////%%////%///%i%//%i:'///%i///%i m%///%//////%///%%////%/////.%/%//.%/////.%///%%/////////////.%///%%/////.%///%%//%i%//%i�mmm�m'%///%%////mmm%//%i///%imm - �mmomomo©m©mm©o©mo©o©moon©mmmo© mE E m m%/////V////%/EmEEa %//////%////%ice''///////%////%//////''////1111%/////.mmc E ammmm0 1 aKm%////®m Em%/////%//////'/////%im ®Lmm%////%/////1Fmm%/////:'////////%/////m'////////.'//////%///%i'/////%i%////m m�m���%///%%////mmm%/////r%////////1%//%/1 mmm///%=1111,1"'//f///,%////1•%///%%///%%///%%////%%%%//m®'!%//%imEmm%%/%/////////%////mm%/ m 0�%//%i////%i%%//%m%/// %///%/////1%/ ://.®m%// m21mm'Mo//%////%//111%1///% %//%i%////%////%i%/// /%%/%///%/%/%//// %// m10M,///%%i//////V///m'//////'//////'=111,'//////m''///////%//////%%///%%//// - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKmo BENNARDD P.E `\1Y{1111)111 OPE0046549 2'MIN EDGE DISTANCE LOAD ins Up To 6'-0" STl?ns Up To 8'-3" Spans Up To 12'-0" n4'; LIC CONN TYPE CONN TY O ANCHOR PE CONN TYPE 0 Q� Cl C2 I C3 CA I CS Cl I C2 C3 I CA I CS Cl I C2 C3 04 CS No PEO 012 SMS W/2"EYEWALL 43 1G.0"16.0" 7.S' 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5" 4.5" 4.0" 7.0" -*' 046 _ 3 y 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" 11.0" 7.0" 3.5 3.S' S.0" 9 EMBED ''tn1 .�g 62 14,0" 7.S' 4.0" 6.0" 14.5" 9.0" a.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" :� LJ O i m 70 11.5' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S' S.0" S7 W M 8 F (1 ATE OF 100 7.0" 3.S' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.S' 5.0" �'((�•..FY OkIDA .• F J 0 5FN ANCHOR?SCHEDULE: WOOD (G=0.55) ,,�s�o•..... - ''�/NA�IEIi`Z o x 111777''' 3/4'MIN EDGE DISTANCE z f� 4V••$z G I Spans Upg-O" Suns U�708'-3" Spans Up To 12'-0" O I LOADI CONN TYPE CONN TYPE CONN TYPE 0.5 01 v o ANCHOR =a ��_ ql_I C2 C3 C4 CS Cl I C2 C3 I C4 C5 Cl C2 1 C3 C4 CS Iw u N 9 �t 1/4'LAG SCREW WITH 1-3J4 43 16.0_"10.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" O'�Ol^ NIN THREAD PENETRATION 53 rL 16.C"16.0" B.5" 10.0"112.97.5" 16.0"1fi.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" Nw 62 16.0"16.0" 7.0" 8.5" 16,0"14.5' S.0" 6.0" 16.0"16.0"S1.S' 4.0" 5.0" 16.0" ill 70 16.0"16.0" 6.0" 7.5" "16.0"12.5' 4,0" S.S' 16.0"16.0"11.5' 4.0" 5.0" 16.0" b p m 100 16.0"11.5" 4.0" 5.0" "16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" -y n 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0" "15.5" 8.S" 4.S" 7.0" 1L B.5" 4.5" 4.5" 7.0" 1.13'MIN EMBED 8.1/4-20 53 16.0"10.5" 5.5" 8.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" In SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" ' 9.0" 4.S' 3.0" 4.5' 7.0" 7.0" 3.5" 4.0" 5.0" O .� 70 12.0" 6.0" 3.S' 5.5" ' 7.5" 3.5" 4.0" 5.5" 7.O" 3.5" 4.0" 5.0"100 7.0" 3.5" 4.0" 7.0" 3.S' 4.0" 5.0" 7.0" 3.5" 4.0" 5.0"014 SMS OR 014 WOOD 43 16.0"16.0"12.5"14.5" 16.0"16.0" 8.0" 10.0"16.0"16.0"11.5' 5.0"SCREW WITH 1-3/4-MIN 53 16.0"16.0" 9.0" 11.5' 16.01'150" 6.0" 8.0" 16.0"16.0" 9.THREAD PENETRATION62 16.0"16.0" 7.5' 9.5" 16.0" 1.5" 5.0" 7.0" 16.0"16.0" 9.5' 4.0" 5.5"16.0"16.0" 6.5" 8.5" 16.0"10.0" 4.5"100 16.0" 9.5" 4.0" 5.5" 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" U) 3 2 ANCHOR SCHEDULE: WOOD (G=0.42) J:E_j fSmS� 3/4'MIN EDGE DISTANCE ao f SoarsUp To 610" Spans Up To 8'-3" Spans Up To 12'-0" 7 LOAD CONNTYPE CONN TYPE CONN TYPE 7 _ ANCHOR IPs� Cl C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 1 04 CS o g 1/4-LAG SCREW WITH 1-3/4 43 16.0"16.0"19.0" 10.0"16.0"16.0-116.0"15.5" 7.0" 16.0"16.0'19.5,, 3.5" 4.5" 15.0" m MIN THREAD PENETRATION53 16.0"16.0" 6.5"1 8.0" 16.0"16.0"112.5"1 4.S' 5.5" 16.0"15.0" 7,5" 3.0" 4.0" 11.0" Q 62 16.0"16.0"15.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" 70 i6 13.5' 4.5" 4.0"" 6.0" 16.0"16.0" B.0" 3.0" 4.0" 11.5'15.0" 7.5" 3.0" 4.0" 11.0" O C7 100 15.0" 7.5" 3.0 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" c 014 SMS OR 014 WOOD 43 16.0"16.0" 8.5" 10.5'16.0"16.0"12.5' S.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' SSCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.S' 16.0"10.5' S.5" 2.5" 4.0" 7.S' THREAD IN 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" 4- 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.S' 2.S 4.0" 7.S' o^nn 100 10.5" 5.5" 2.5" 4.0" 7.5' 18.5' S.5" 2.5" 4.0"17.5" 10.5" 5.5"1 2.5" 4.0"1 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 6! 4'MIN EDGE DISTANCE ri Spans Up To 6'-0" Spans U0 To 8'-3" Spans Uo To 12'-0" 0 O ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE s!it d& o = �p� Cl I C2 I C3 I O6 CS Cl I C2 C3 I C4 I C5 Cl I C2 I C3 C4 I CS 5/16'ITW TAPCON%L W/ 43 16.0"16.0"16.0'16.0"16.0-116.0"116.0"15.0"116.0"116.0"16.011115.0" 9.0" d 2-1/4-MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0•'12.0" 7.5" 12.01'16.0" G� p 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0' ¢ C 9! % 70 16.0"16.0"11.5'16.0'•16.0"16.0"12.5' 8.0" 12.5'16.0"16.0'•12.0" 7.5" 12.01' 5 g 16.0"100 16.0"12.0" 7.5' 12.0"16.0"16.0"12.0" " " .0"12.07.5 12.0 6.0 60 " 7.5" 12.0 16.0 5/16-ELCO ULTRACON W/ 43 16. . 5. "0 0 . 6.S' 9.0" 2-1/4"MIN.EMBED 53 1 .01 13.5" 75' 11.0"16.0"14.0" 7.5" 7.5" 13.S 90" _a 6.S' WP�WOIRRYNCL03WROOPE m 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5' 9.0" 9.0" 6.5" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5' 9.5" 5.5" 7.0" 9.0" 6.5' �... _ i 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 9.0" 6.5" FANM o®a®nom ID u 2'MIN EDGE DISTANCE Cl I C2 C3 04 CS Cl I C2 I C3 I C4 I C5 I Cl I C2 1 C3 C4 I CS 012 SMS W/2'EYEWAU. 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0'• 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5' 11.5' p�9 ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5 j6.5"116.0111.5" 6.0"13.T" 4.5" 8.5" 70 16.0"160. " 5.0 6.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" B.S' ANCHOR NOTES:SEE SHEET 0• !!!/// 000 100 11.5" 6.0" 3.0"14.5- 8.5" 11.5" 6.0•' 3.0" 4.5" 8.5" 11.5"16.0"13.0- 4.S' 8.5" 9 FO0.ANCHOR NOTES.