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HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search db- }��� Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 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. Bernardo, 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. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Inderl.p FL13757 R6 COI 1ndep2.odf FL13757 R6 COI Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.Ddf FL13757 R6 Eauiv Eauiv2.Ddf FL13757 R6 Eauiv Eauiv3.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 Af 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 FLi3757 P.6 11 Dwal.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 'cvall.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes u se. 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 Dwa2.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 �L13757 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes u se. 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 Dwg3.1)df 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 FSE Eval3.pdf anchorage, etc. Created by Independent Third Party: Yes Back Ne:t Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe 6.8 STREAMLINE SH UTTER ,,1111 II,,, FNANK 659NNARUO,PE I GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ r �y_O No PCO04654 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 INTER ATI SIAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH- -�i U) -0 ry (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ;O STATE of ^' ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE P W M a DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE % SS .,�R.. o�J? u N FLORIDA BUILDING TS AS CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE RETERMINED IN ACCORDANCE WITH ASCE 7-10 AND ENEGATIVR 1609 E DESIGN F THE ���I N C ��LL lYA PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZW Dui U`� I; 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. �� �< 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. Z n O 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W u'�w^ z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. �+ d 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND �.: LOAD DURATION FACTOR Cd @ 1.6 WAS USED FOR WOOD ANCHOR DESIGN. o OW w ;! 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 u SHALL BE USED. z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. x 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 Q PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 w a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ?c < VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM D THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o a 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z_ g DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM C�yJ, g u OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND TRACK TG:. E _ SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 3 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION S FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCt APPROVAL NUMBER Z N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. e 15. MINIMUM TENSILE STRENGBOLTS AND WASHERS TH OF DING 60 0 K SiNSU.O.N.TPOP)SHALL BE RIVETS SHALL BELL/4"0 OR 3/16"0 5052 SS STEEL WITH A MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR ._ - g BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES B I A 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a>�a a iI 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 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 s it I 1 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-6I8" 2-318" 1-518" 99" 3-112" 1-7/8" 35/8' 1-7/8" po K TABLE 1: TABLE 1 NOTES: 120 4-1/8' 2" 4-1/4" 2" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5' 2" & ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES IP SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-LADE COUNTY AND D COUNTY FLORIDA. 00FIROIDBYJEIL88OMPE 2. flDfl-TiVHZ:DEFINED AS ALL LOCATIONS OTHERR THAN THAN MIAMI-LADE COUNTY AND BROWARD COUNTY 2. LINEAR INTERPOLATION BETWEEN SHUTTER rE0Tuf5K__ POSITIVE NEGATIVE 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A �' PRESSURE PRESSURE o __ off•, DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". (PSP) IPS SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN s 30'ABOVE GRADE,AND 1-5/8"WHEN>3D' ABOVE GRADE. 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 1 120• 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" 1 43 1 40 E1996-09. \\\``� A EN0KLW NAR P.E. PRO3EC7nON VARIES �� - 046549 2.874' 4.874•MAX. ,�ccQAN'•`•.••s 041141 �o.11r _� 32 V63 0.450' 0.080' _* ND PE004 . T 8 0.125• 1.708"--- 0.100. o.062• 7� - i41 1.708• 0.100" r1 IN 1 _ 0.080• _ 0.063'0.195"o_i9s" 0.096• 0.06o" o.o6a ry z.ezo• - �`�\•• surf0.125• 0.6300.630• 6t0.062" 1. ORIDA u1 m 8t t In 1.993" �i /0630• .. � 0.062' 0.630• --� 0.082" ^., i 0.143" 0.09 N C wj 0.97t' •,•-•• �l --7- -� I p.971' 0.143' .'U 111 1 1 11 lllA In0.062 \0.200' tozoo. • 0.o6P' .i•A7a-{ 0.630• o.o 0.630" ZQ �z �-1.069• 1.069" `-� - I , 5.745'MAX. SUPPORT LEGOPTIONAI x1.069.4 0.062 1.069'� 0.062' D.200" WW pOrv9 ��� U 'W a2 -5.745"MAX. 3 d T t7 Oj WALL BUILD OU 1 WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACY. 05 HEAVY HEADER/SILL O LITE HEADER SILL ( o W A u� g SCALE.HALF SIZE `� SCALE.HALF SIZE SCALE.HALF SIZE. SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE D gh p WHERE SHOWN,SCREW BOSSES 11 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874•}- 2.655' 0.875" A -2.195' �}--{0.510' 1--2.195' 1.230• 1229" I I 0.105• U'060• I +�w�3 0.7$5' .. =r I .l W o9 ormi f 2.655' n I fn'' •r� GI 1. i 2.362" 4' I----.I n •,tirv„ 1^ II 1;0.105' it u1 - :� 4.84' 2.069"1 ri .831 r g n - -- �] I ri �O' �� 4.510' 'y E r 6 g $ 7�• I 0.10 I 1.069o.los•I I i 0.075• 0.075• 1f1 y p.1os"� Y -f . - -- �1 10' ., I N R c aslo" �, L---__ ,,I � � � 0.994•� -� _-- - - - _- - NOTE:TESTED THICKNESS OF 0.781• a ---4.510' 13.506• BARE METAL W/O PAINT IS 0.039' O7 SILL O8 SILL ADAPTERO EXTENDED SILL Ip EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM I3 6.8 STREAMLINE_ SLAT/BLACK rC) R SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE � SCALE HALF SIZE F _R .µ 0.143" i 0.00.47r 80' 1.570"- 0 0 5100.070" s1 0.193" _1.708' 10.143" 0.0%' 0.590" 0.341' . 0.060' T 10.245" o 4.753' 0.115 I- 0.0001-VO.Ilr c - �, g 0.090' 1--:- .510' .+ r 0.0%' .n 4 0 OBO• 0.682' 0.630' 0.060'0.044' 0. 7 IIL' COPnOWFRAWLIDPIANOPE 0.69.r JJJ - I 15-2339 NOTE:THICKNESS OF BARE 2.822' --1.625"-� 0.420' 4Wa. - _ METAL W/O PAINT IS 0.039' Nwe PENCR neo I 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL I7 6.8 STARTER Ig WALL SILL CLIP Ig WALL SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE 99 FRANK L eENNARE!q,P.E. 1.950' 11 0011119 �t~0.125" 0.610" STAINLESS STEEL 280"i 7 NYLON WASHER OR �� �LP`NKLf 4 0' ALUMINUM (( .•• "� ASSEMBLY r 0. 50" 0.357" * N F . T L �1II 0.320.0 HOLE o!q� 0.276"�'�''-T}II O PC I a p �_ A 10 x 2-3/4"410 HT S.S. ' I( - 654 _ 0.880 NYLON •;u e IL' m INSERTS SCREW W/TC ULTRACOTE 1 TS9 •0.05 WHEEL ,..,O 10.120_ INSE COATING in -NTO -I.10D'-f t-0.240" 1 TRACK (TYP TOP Q BOTTOM) ry 0.062sT, d1 ( OF PI I NYLON BUSHING W/WASHER: �_ ��Sj•' .../.DAR •,•'mg, 1� ro I 1 TYP.AT EVERY OTHER 0.750' 7/16"0 x 1/2'0 INTERIOR JOINT TOP ei D,y •••• Nyt 7 N S �-5"MAX. 0.870" 0.154" 0.137" �� \ fi UI i INSIDE JOINT AT TOP. 7/16'0 x 1.0 INTERIOR JOINT BOTTOM .,ql ENG r, CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR f//f I I 1111\1\ o •V�i q� @9 ANGLE ROLLER ASSEMBLY" HOUSING-ZINCOICAST,POWDER COATED ��' w< �` 22 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT z SCALE HALF 512E SCALE-HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE X Q OR KEY/THUMB TURN OPERATED INSIDE. SCALE HALF 512E SCALE.HALF SIZE Z LID z 1-}0.250• -- 23 BRASS PUSH LOCK WW ol9l 4d SCALE.HALF SIZE 3�c 0 UI W x w '-R0.15S 1 978• w ry Ro.500• '--1.742' 2.125• b O 4.000' 0.236' 0.286' 1.603" 0.267' Y%2 0.623' -1.710'- 0 1.710' 1.224• 8 .r0.090" 0.319" m 0.531' 0.531' a°Pi n ri D.064" m n O. �26_ c 2.250• j 26 -T- Oz50' � - 0.6011 I Z, 'J I 9 0.118" 410.224"2.000"- _ 0.060" 0.240• .11 .:.i .a '2.750' .�27 RAINGUARD 2g DECORATIVE FLOOR TRACK6^ 1 0.16(r- �m m OSCALE-HALF SITE O SCALE HALF SIZE 1.001 0.062' p,p62• 0 �-0.176' �q 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER : E SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE ¢•iE p 0.062" = o g Zz 5.500'x 13/16'WIDE-"'---J }-{0.400' A I167' 7/16"0 STAINLESS �S L �- STEEL NUT �I T M 0.125" I 0 • 0.438' II {I-0.188" -i--- 5/16"O INTERNAL 5/t6-18x1 MACHINE SCREW •C •�o•. - STAINLESS STEEL £� N _ 0.121" py ♦ }0.689" POWDER COATED,ZINC DIE-CAST THREAD I� 4.500' HEAD STYLE VARIES ^'.-. SECTION A 1.050• DELTA MOUEL 2012 36 T-_LOCK ADAPTER 37 T•-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE FULL SIZE g -t.,-0.254" 400 40b 40' 35 BOX LOCK SCALE HALF SIZE ^' �I 0.319 END STRIP 1" I d g si f f I SCALE.HALF SIZE11 1---2.Doo'-f 2" & 3" EXT m o.oSCALE HALF SIZE $ 1 A I 0.120.12"5" 0.093 T 0.095• $ 4 11 o 0.125" COPTWrRWLNNWOOFE o.ZSW I i4 0.065" 0.093" ^ 15-2339 r4 SCALK, .Au DENWFCWN� �-- 7.000'- O 2X7 ANGLE 2p ALT. 1" END STRIP 1.5"x 21 3"x0.093 ANGLE 25 2''x3"x0.125" ANGLE 39 SCALE-HALF SIZE SCALE.HALF SIZE SCALE.HALF S1ZE G� SCALE-HALF SIZE \-SJS FI+A2t�1 EIENNAROO,P.E. 11/PFo04z139// .. ANY ANCHOR PFR ANCHOR ED DIST. SCHEDULE(@ 18"O.C. EXISTING DIST. �� 1•. GLAZING _ SEE END STRIIC' SCHEDULE FOR rwc. NO E0 •' = A .ANGLE EMBE NN11�s SPAN WHEN USING; LEG D RECITON i F / ( 20,40e,40b DIOL EMBED. 17 -- ~ (INTERIOR) -� II ❑ _...__ ILIUS F L_.l 1/4• OR 6.8 STARTW O(4 ir 17 _ _ ___-__1 MAX. WITH 21 OR 25y'Q•' 0 '".p W 17 1 u MIN.0.062"THICK 6063-T6 ALUM. 30 ANGLE 1"x 1"MIN.TO 2'x 5"MAX. H fig 2f 25 i lss ` �. . EDGE -- -- (ANGLE LEG MAY BE REVERSED) ///11" / `4 DIST. --- - FASTEN ANGLE TO TRACK W/ /I 17LTi = v a W z 9 ANY ANCHOR PER ANCHOR (21 110x1'SCREWS AT SCHEDULE 18"O.C. CATiO ACH T(O6 8 BOTTOM;AND W/ va a i 13 13 13 13 112 x 1/2'GALVANIZED OR S.S.SMS, 112 x 1/2"GALVANIZED OR Z^ a 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 \ S.S.SMS 3/16"0 ALUM.POP (J,)w 0:ry 9_ 6.80"(TYP.1 USE 1 BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 18.O.C. ALTERNATE END STRIP DETAIL OST 1/4-20 MACHINE °o"'w z ( ) BOLT✓ NUT®1B"O.C. I 3� 0 (EXTERIOR) 5/16R18�1UMBSCREWINTOT'HREADED WITH 6.8 STARTER AND ANGLE ,�,�d z INSERT3 AT 11C SPAN TO 2/3 SPAN SCALE 3' .1'-0'• ANY TRACK W/ Illi OW W TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 1 ID p N HOLE SHALL BE 3/8"MAX WIDTH,UP TO pS SPA ~ �• SCALE 3" 1'-0"' I"HEIGHT. i'BA)(2.77 62 D 72 N 82 94" USE(1)BRASS PUSH LOCK -- OR(1)S/16-18 THUMB 132 SCREW O THREADED LOCK DETAILS FOR 2•gp(3.7.) 82 85 SEE END STRIP t, INSERT 7 AT 1/3 SPAN CENTER MATES ® SCTIEDULE FOR MAX. TO 2/3 AN FROM — SHOWN ON RANDOM 8 w BOTTOM OF SHUTTER 30 DETAILS 3-60(4.7') 62 88 ry SPAN WHEN USING K RECEIVING HOLE SHALL BE 13 _ 72 Z_ F 20,401,40b OR 40C, F,a 3/8"MAX WIDTH,UP T -- --- --- ® F 1�4• OR 6.8 STARTER ID y/Q 1"HE 30 ALT.1•BIO _9 - ONO MAX. WITH 21 OR 25. a p P, S ---- (O Tr 62 �E✓ f0 112 1" 4 USE APPROPRIATE --_ 132 75" 9 STARTER STRIP g 7.6.x3' 5 93" 20 PROVIDE CLOSURE IyU x0.093' 2 FOR 13 - /� 667 0 81" BUILDING CONDI RUNS. 0`_'/ 64 78 FASTEN STARTER STRIP O g g 8 ' (INSIDE) 7 _ TO TRACK W/121#110x1" m 6 I 2'x3' 4 13 SCREWS AT CORNER,TOP c� / �q x0.125• 52 2 ALTER11ATE END STRIP DETAIL a BOTTOM TTS^ s N62 67 123" SCALE 3"=l'-O" ANY TRACK W/SCREW p 13 <am 21 18 BOSSES.04 S i u F 70 ill" zao 73 1 - QSIL L f a FOR GREATER SPANS OR LOADS 11W1 W SIIOWN IN END SFRIP SCHEDULE,END In O STRIPS REWIRE A I"xl'.090'CLIP ANGLE (/) MID SPAN USING ANY ANCHOR ON TIIF EXISTING GLASS � ! ANCHOR SCHEDULE►014ATE /4' k 333 888 8888 a v 13 SCREW OR 1/4.20 DOLT lUEND STRIP. -— --___-- x__j USE Ill BRASS PUSH LOCK 30 ti w USE(1)BRASS PUSH LOCK ._. OR 111 5/16-t8 THUMB 13 e m OR E 5/16-18 THUMB (INSIDE) SCREW TIO THREADED 3D �¢^t SCREW 1 O THREADED F� INSERT 19/1 AT 1/3 SPAN Z a~ INSERT �p31j7)AT 1/3 SPAN SILL IN 2/3 N FROM s•„� TO 2/3 SPAN FROM 7 BOTTOM OF SHUTTER (OUTSIDE) BOTTOM OF SHUTTER I RECEIVING HOLE SHALL BE - _ - _ 3/B"MAX WIDTH,UP T g 1"HEIGHT. OTYPICAL OUTSIDE CORNER CLOSURE 5 30 ! CCl DERAILS WO/CORNER POST ---- z �e NTS 13 GIV COPMWFRNI(L9MW=PE 13 \SILL 31 21�.. 13 (OUTSIDE) 15-2339 —USE(1K AT1/3E' SPAN TO 2/3 SPAN FROM RAaleoncurrl , BOTTOM OF SHUTTER OTYPICAL_INSIDE CORNER CLOSURE b W CC2 DETAILS WO/CORNER POST BQ MULTIPLE SHUTTER ASSEMBLY 99 NTS =Pj SCALE.3"•1'-0" FRANK L.SENNARDO,P.E. C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX STRUCTURE sl SPACING i C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT(B 12"O C OR �; O / \ SCHEDULE FOR MAX �� 0It-SMS La 6"O C = SPACING 2/2' (TYP.TOP 8 BOI TUM) _V /11 bN ALUM. TUBE ` UZzzf 2 FASTENERS 8063-T6 ALLOY wH r iO'n �i Ur M. . EACH ANGLE --- SEE TABLE A FOR SIZE. In S 6 R LL;;li 1"x 2"x 1/8'• ALTERNATE T11RU BOLT cr OR 2"x 2"x 1/8" I/�' C1 CONNECTION TYPE W QI >,Ur• ALUM ANGLE r __ _._ REFERENCE ANCHOR PARATSUN w UI g46 L13 Y SCHEDULE FOR MAX 13 m o THREE 3/16"0 ALUM l l� �;i SPACING PER TAB.E2 aZ Z �L m� 1" wW r49 =a POP RIVETS OR GLASS ,� O. 8 W"' THREE N12 SMS.TYP o 17 r 1 i I I ` OR DOOR Q O F N O 3/16"0 ALUM POP ` 4 m 17 RIVET OR#12 SMS I I� A(�� TI- ow r, TABLE A coca) (0.1B"0 C 11 YP 1 f 5 OR Z m O —_— —PRESAlRE2VS A11D �AOLE 3L � MAY 5E MALE OR U I�jl —pSF FEMALE LOCK-STAT W O 13 ALTERNATE THRU BOLT I 1/4"MAX FROM PIN 62 130" 1e6" C5 CONNECTION TYPE CI CONNECTION TYPE V _ GUIDE TO BUSHING /' A 71 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR \ WASHER(TYP 1 e2 117 172" NTS SCHEDULE FOR MAX SCHEDULE FOR MAX SPACING rc� 92 IIT 16S , 14x3/4"SMS Lm 9"or If $ 102 117 160" / ANGLE TO TUBE CONNECTION pl a n 120 101' 147' TABLE B(CGI) EMBED 6063?T6 ALUM TUBE z m�` STRUCTURE ST © In 200 8B" — Ito" PRESSURE VS ALIDWABIE LI:NGIH - 5 CONNECTION TYPE g PSF 2w'K2'Ikl/8' j.K EDGE DISTANCE REFERENCE ANCHOR �o S 8/O SCHEDULE FOR MAX F SPACING 0�p 62 117 166" FASTENER(d 18"0 C 72 lOT 157' (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a a 62 101" l4T IN ANCHOR SCHEDULE) SCALE 3"=1'-0'" �ag� di 92 95' 137 Li 102 90" 132" Plzo e3" 12r � ry 150 74" 109" / w fic w _ _ 2"x 2'x 3/16 RIVET OR 4412 S�42Q 090"6063-76 IIf MN GLASS 13 j IA w O _ ofef (6118"0C. OR 1/4- ALUM TUBE TYP N u I PER ABLEN B ="w krx'e� ag 1 NUT&BOLT IT YL4-- ll 2 �'Am /16"0 ALUM PDP IVET OR #12 SMS GLASS ALUM, TUBE OR DOOR m 18 3-16 (TYP) 6065-1G ALLOY 2"x 5"x 1/8" ° L'm SEE TABLE R FOR SIZE. a .FASTENERS x CONTINUOUS ACH ANGLE ALUMINUM ANGLE e 1"x 2"x 093"6063-76 OPTIONAL ANGLE INSIDE FFi RRp ALUIi,ANGLE,TYPTHREE 3/16"0 ALUM 17 ORIENTATION TYP 17 W 3 1 6 d POP RIVETS OR 5 6 5 THREE 4112 SMS,TYP u 1yq� OR 2"x 2"z 1/8" OCE I T 4 CONNECTION TYPE Cp t �j'g HOR 13 ALUM ANGLE SCHEDULEEFORCMAX i -- USE MALE OR FEMALE SPACING WPMdBFRW(L R9N9N0 PE LOCK-SLAT —EXISTING CONCRETE. 15-233913 13 BLOCK OR WOOD FRAMING SCA (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAM 11 rAoe oesaulmanl - MT2 x 1/2"GALVANIZED SCALE.3"z 1'-0" ORS 5 SMS,3/16"0 ALUM CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET OR 1/4-10 SIDE CLOSURE OPTIONS 91 NTS MACHINE BOLT&NUT SCALE 3"=V-0" (ot 18"OC � , FRANK L.BENNARDO,P.E. C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX STRUCTURE 7 SPACING GLASS W 0:w-' GLASS W CI CONNECTION TYPE S"MAX 1/4-20 MACHINE BOl`fQQ,-' .Q n W REFERENCE ANCHOR O� / 014 SMS(�6"0 C _ OR DOOR t, �� OR DOOR-- r w 7 7 SCHEDULE FOR MAY.. / 19 _ NO 7 4,—I- F-N O^ SPACING - TYP 70P 8 BOT TB b *_ 13 7 W 1/2" ( n. 2 w Q^ MN =3 I w i C MN 13 V1 W 0.W GLASS y1 m /2" i X N N'� EPARATIOF .L� 4 +�O 1z W : 1/4"-20 THRU BOLT W/ ARAT Q K m 014 x 1/2"SMS Col 12"O C X Z z r LOCK NUT @ 12"O C OR PARATICII Z ti w F OR 3/16"0 ALUM POP PER a w Q 17 m 5 R 6 OR 2� TABLE 2 u O i " ! u 12 x 1/2"SMS @ 12"O C E.S. PER L7 RIVETS Col 6"O.0 OR 1/4"0 L v4r o OR 6 i/s OR 3/16"0 ALUM POP ABLE.2 w 7 ALUM POP RIVETS 1111 12"O C RIVETS(016"O,C E.S. u= R 1/L"0 ALUM POP RIVETS �� O7 AND 3OO�.ETE t/4"MAX FROM PIN �GLASS1a12"0 C E.S ---- ASSEMBLSEPARATION 3 r 7 71/4"MAXFROM PIN I/p••Typ GUIE 0 U HING PER TABLE 2 Z WwANOGIDEWASHER(TYP) 1A WASHER(TYR) w GLASS ZZuW O,wASSEMBLY m _ Inot/2" 1/2"TYP EXISTING CONCRETE. 3 CONNECTION TYPE OR DOOR—yl 3:L"BLOCK OR WOOD FRAMINGEDGE REFERENCE ANCHOR Q Z <~ 0W s w m _ SCHCOULE FOR MAX S u O W/ C4 CONNECTION TYPE DISI SPACINGEDGE REFERENCE ANCHORSCHEDULE FOR MAX --- DISTSPACING AS SHOWN-C3 CONNECTION TYPE IN DIAGRAM ON PG 9 0 _ D 6ORREFERENCE ANCHOR EXISTING CON . w O 0 6 • SCHF DUL F FOR MAX. BLOCK OR WOOD FRAMING1/4"MAX FROM PIN / SPACING ALT FASTENER C1 CONNECTION TYPE /2 GUIDE TO BUSHING / �r§FAj LOCATION FRONT AND REFERENCE ANCHOR 1/ WASHER.TYP.) m'a'y MAX FROM BACK ANCHORS NOT REO'D Og INSIDE MOUNT SECTION SCHE.UULE FOR MAX \_ W.6 WITH THIS LOCATION SCALE 3"=1'-0" SPACING o:$ PIN GUIDE TO 5 CONNEC110N TYPE BUSHING WASHER OA INSIDE MOUNT SECTION REFERENCE ANCHOR It YP I SCALE 3"=V-0" SPACING7 D O^ EXISTING CONCRETE, CBELE FOR MAX O� K n BLOCK OR WOOD FRAMI EMBED Z / CG BUILD OUT MOUNT SECTION g -- / TYP BO71 OM EXISTING CONCRETE, SCALE 3 1'-0" 0 f BLOCK OR WOOD FRAMING O 3� EXISTING a g NOTE.FOR DETAILS A.B.DEDGE DIST EMBED.AND E ON THIS SHEE1, 4 CONNECIIUN TYPE STRUCTURE .2 3Ri THE BASE TRACK MAY BE INSTALLED IN SECTIONS o REFERENCE ANCHOR �--CS CONNECTION TYPE WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX / REFERENCE ANCHOR S OF ANCHORS AND IS A /+►� A MINIMUM OF TWO SETm SPACING SCHEDULE FOR MAX S MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W _ S 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 OVER THE GAPS BETWEEN SECTIONS. 1/2.. R2O O � H GLASS OR DOOR OL AS 13 I' I w w . 012 x 1/2"SMS Cal 12" EPARA71 = 1n I W 7 7 a (x w F. O.0 OR 3/160 ALUM. PER mIt 9 Z u at 1f II t-m I O p.w77 POP RIVETS 111 6"0C TABLE2 X 0OZ1Q- GLASS OR 14p N OLA 13 ==N i 6qd D m N W w OR 1/4"0 ALUM POP Q O Qa DOOR-1SEPARATIO yt 1~7 ZO'0 Q B 6 G(S G IEB 13 = Z.1 RIVETS fol 12"0C L PER TABLE Z �d,t � MN GLASS NFZum um Xw¢Z� � lf SEPARATION m Q '� L 10, PER TABLE 2 — - X w Z V AND Om p 1/4-20 S S MACHINE Q�O n UID MAX FROM PIN a tlA� R SCREW L NUT(A E um ASSEMBLY 1/2„ 1/ GUIDE 70 BUSHING R B s 12"OC _— TYP WASHER(TYR 1 u H IN GLASS i1/1.MAX FROMOR DOOR 1/4"MAX FROM PIN m GUIDE 70 BUSHING .4 CUNNECTWN TYPE t/24 GUIDE i0 BUSHINGQ WASHER ITYPIly �� L WASHER(TYP I EDGE REFERENCE A14CHOR X S 6 I EXISTING CONCRETE, DISI. SCHEDULE FOR MAX COFMWFI1AKLNHVMP.E ' = BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 ^� EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCIIOR - FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEOULE FOR MAX. WALE. - OR — SCHEDULE FOR MAX SPACING �AaE oucu__m___o_01 1/4"CONT KtR 3 CONNECIION TYPE 012 x 1/2"SMS Cal 12" SPACING ALT FASTENERALUM.ANGLE EFERENCE ANCHOR O.0 OR 3/16"0 ALUM LOCATION FRONT ANDCXISTING CONCRETE, AY BE REVERSED CHEDULE FOR MAX POP RIVETS CA 6-0 C BACK ANCHORS NOT RED'U BLOCK OR WOOD FRAMING PACINGT S SHOWN DASMEUI OR 1/4"0 ALUM POP WITH HIS LOCATION D O RIVETS Qb 12"0 C. E F WALL/BUILD OUT WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION SCALE 3"=V-0" SCALE.3--V-0- SECTION 00 SCALE:3"= 1'-0" P.E. MIN GLASS K LSBpENNMDO, 111 4/9 GIL A55 SEPARATION Z.� OR DOOR PER TABLE 2 130� .o 11 OR ij a N DOOR ;*•: No p r�11�165 •Q GLA Z ;71T U Q A 1.4 DOORS OR MN GLASS 1 X N 0 SEPARATION I a=¢ MN GLASG W w PER TABLE 2 81-A "+ ' E r F SEPARATION K I-m R i F L'1 r PER TABLE 2CO I �i J,A = =2W r VINE//V/OIII NF I o2T F r=w to r�(1f1 >VQ 7 a w¢IV/I �t 3 i o U�L Boz Cl CONNECTION TYPE X J0, Zx 9y2p, 1/4"MAX FROM PIN GUIDE 28 va REFERENCE ANCHOR T_ uOQ WW O~ �tWGI TO BUSHING WASHER ITYP 1 __—_ a 0 SCHEDULE FOP MAX __ a N Lu - ( TwU 1/4"0 wUDD .250.. - In w d W w .111 LAG SCREWS Lib 2t•" C4 CONNECTION TYPE I CI50" OC MAX WITH 2" REFERENCE ANCHOR I _ TDO THREADED PENETRATION SCHEDULE FOR MAX \ '� gpN "T"INTO CCNiER OF 2X STUDS / SPACING q r I 8 4=� r` EMB "T' 14 SMS(lit MIDSPAN BETWEEN / /W STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE / PLYWOOD& TUBE CONNECTION STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM TUBE N y O DECORA11VE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE.3"=1'-0" SCALE 3"=V-0" Ery 14 i EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING Eyw NR 5.S (G WALL MOUNT SECTION THIS DETAIL MAY �'o `// ALSO BE USED O SCALE 3 1'-0" AT TOPIt g S ACCORDION SHUTTER w ¢ o PER PRODUCT APPROVAL r v -GLASS f o ¢°-' a D I MN GLASS OR DOOR I `D SEPARATION 13 7 m i3 Vt PER TABLE = x EXISTING WOOD(G-O 42) APPLICABLE AT TOP Z z TRUSS OR RAFTER ? AND OR BOTTOM X a X a (iD 24"MAX O.C. II-1/2-p-1/2 LL SII a a N F N 2"OR 3" EXISTING FINISH I MATERIAL d n 1/4"MAX FROM PIN GUIDE I 1 1/2'MIN' S 6 �-TO BUSHING WASHER(TYP) 2 x 5"x 1/8"6063-T6 a II f ' 6{• eg ALUM ANGLE W/THREE a E F 2"x3"x3i"xCONTINUOUS OR - 2.175" 3 ___ 1/4"TILE(TYP) 1/4"0 WOOD LAG I' II I' w ° 2'x21x%"x CONTINUOUS -{I FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE _J MINIMUM THREADED 3/4"PLYWOOD PENETR "T"IN WOOD @ 5 6 dd 0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLI-CA 7"OC EACH RAFTER OF TRUSS. $ FASTENED TO ANGLE WITH 1/4-20 a ANGLE FASTENED TO L OR 5/t6'"0 A325 GRADE THRU BOLT(41 12"O C 24"OX MAX WHERE I 1/ EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V OR SS ANGLE EXTENDS BEYOND kf F HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS FIORE THAN E -.__ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 5�0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"OC W/1-1/4"MIN.EMB 3"FROM ENDS AND 4'O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) NEXt TRUSS. OR 1/4"0 LAG SCREW CBT 9"O.C.W/1-7/8". FOR BALANCE WITH 1%, _ MIN EMB IN WOOD SO.0 42 TO O.SS r =W w ! MIN EMBEDMENT AND 2S4" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: t3 e MIN EDGE DISTANCE, t62 P.S.F. EXISTING CONCRETE, / N~Oo�im � HOLLOW BLOCK OR l7_ a 0DmT ffFpANLB AV=PE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN.: WOOD FRAMING SEE 2"x S"x 1/8"CONT R z~ 15-2339 SPACING,TYP. f 52 P.S.F. ANCHOR SCHED ALUM ANGLE 16063-T 61 S n _ BASED ON TYPE OF MSCALlb { BUILDOUT MOUNT STRUCTUREIL—VAILa rAGO DtlOtTRW1U A HO IMAX DESIGN LOAD z.72 P S F) --- SCALE.NTS Hb PASS THRU DETAIL �, TRUSS MOUNT SECTION O SCALE 3".V-0" SCALE,3"=1'-0" 9� EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES 1/2" -SPACING,AND 3"MINIMUM EDGE DISTANCE ASSEMBLY TOP OR BOTTOM - I AX/ -T6 ALUMINUM ANGLES ER BEAM END,SIZE U - 6549 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - 7E LL�6 ACCESS MOLE DESIGN SCHEDULE 0 SEDGE OF ACCORDION 2 i-1/4-20 MACHINE BOLT W/NUTS ;0,�•.• YE IH ~� 12"O.0 OR x34"SMS 6- C. %((� SHUTTER BLADES / 3.5"MIN TYPICAL -- _ 1/2' MAX .563"MINEDGE 3 16z=2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS y vl Z ROUND WINDOW ASSEMBLY) E%ISTING SEPARATION 13 °C O WMAXIMUM OF 3 WINDOWS SS OR PER EVERY OTHER BLADE G�DOORVN 1 LIGHT-N-VIEW WINDOW °`= 3"MIN <� by W S O EDGE - r 1/2"MAX W a ti 8 N.T.S. EXTERIOR ELEV DISTANCE I}L vt UI 0 p K / 3 16 1 11 1 1/4"HAX.FROM PIN GUIDE £O .Z.Z TO BUSHING WASHER I EVP) I` '-1/4-20 MACHINE BOLT W/NUT 0 1/2" LE 12"O.0 OR♦14 x 3/4"SMS 6"O.C. w 2.875'0 HOLE TO SPAN TUBE PER w_ 5 RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY 1 �� , _ 2' (2)6063-T6 ALUMINUM F0 AX. ANGLES PER BEAM END,SIZE 7 c M EXISTING PER SPAN TUBE SCHEDULE p� of¢I HOST �V4.0 THRU BOLTS SEE BEAM zm STRUCTURE SCHEDULE FOR REQUIRED NUMBERS - 83 � �uyyyL ----- 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m p EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3"MINIMUM EDGE DISTAad 0.125" }0.125" S 0.032' 0.032• MAX.DESIGN LOAD-3 72 PSF 0.196• 3 SPAN TUBE SECTION $� / \ a N.T.S. VERT SECTION C R / \ SPAN TUBE SCHEDULE ry F \1 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE ANCHOflS PER Z ROUND TUBE BHUITER! ...SPAN - THRIFBOLTS ANGLE LENGTH 517E SPAN .._- . .. ..........._......_'- _. .. + I T$ WINDOW TOP BOTid1 TOP BOTTOM TOP BOTTOM TOP (BOTTOM ? 1 ^ ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE TUBE TI1BE a E• / rf BO' 123.8' 1365 2 2 2 ! 4" T !! 2k61 �" tO1.T 106.r 2 2 3 3 T T �6 S o.12s ,z3• 89.9• w.r 2 2 3 a r r \ 60" 128.1• 167.0• 2 2 2 J 4' ' T -_.__ .. .. _ .._. -___ ..___. __._ _.-. 6a �( 2"x65- 9" _114.6"___124.1' 2 2 3 ! T_ -7• _. 1e11 0.126" 123' 102.6• W9.8•___.�__. .� .._.4... ..`._. -_17 ._.;0'- - ! \ �-} 2.1851w 136.0• 19s.r 2 2 3 3 r- 02.87 98" 122.r 1s6.r 2 2 ! 5' 03.250" 0.126• a I 123' 110.1 197.8' 2 ! 4 bbQyg 80" 166.1_ 240.1 2 2 3 4 T 10' 111NNN e8 3 / 251107 98• 140.8• 229.1 2 3 1 9 -10•- -.,8" a F 3' n LIGHT-N-VIEW WINDOW \ / 0.18T6• --,,-zr -i3z:z•-- 203.;: --.3. 4_. s , ,5�__ _.i9=- 4A i� �r 29 N.T.S. SABIC PLASTICS SLX143IT-UL-94HB \ / SPAN TUBE SCHEDULE NOTES: �PfPo01Rf L®NMeO PE i. x x x xl 4"ANGLES FOR 2•x5"&2•x6"BEAMS. 15-2339 ` 2. USE 2'x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAGe orMICRIIfION1 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 z BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 9 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. ������ 6. LAP BEAMS ARE NOT ALLOWED. \o) 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE 1111 :RAHPEOM046549 AROO,P.E. 65�9 2.5"MIN EDGE DISTANCE 11 G Swna VO To 6'-2' Spa..Up To 8'-3" $Dins UO To 12'•0" LOAD CONN TYPE CONN TYPE CONN TYPE i ANCHOR (� Cl C2 C3 C4 CS Cl C2 C3 I 0P I C5 Cl C2 C3 C4 CS z NO PEO 1/4'ITW TAPCON OR ELCO ._43- 16.D"16.0 15.0"16.2'16A"16.0"16.0" 9_0"r3. 16.0`1 16.0" 9.S' S.5" 8.5` U.5" -*' _ ULTRACON WITH 1-3/4" 53 16.0 _16.0"10.5_",11.5'16.0"16.0"12.0" 7.0" 16.0"15.0" 7.5" S" 7.5" 10.5" --O * [� N EMBED(3192PS1 MIN CONC) 62 16.2'16.0" 6.5 12.5'16.0`16.0" 9.5 5.5 15.0"15.0" 7.5 1.5 Z Qlr $E 70_16.0"13.0" 7.0" 11.0 18.0"15.5 8.0 5.& 11.5"15.0" 7.5" 1.5 _7.5 10.5 7 /�COMBIIJATIOIy Off'. STATE O 100 15.0" 7.5" 4.5" 7.5 10.5"15.0" 7.5" 4.5 10.S'15.0' 7.5" 1.5 7.5' 10.5" 2 x S TYP 1 9 / 0 COMBIN A T IO0Y1�••.,••'CORIO 1/1•MILLENtUM MILLFAST 43_ 16.0"16.0 15.0"16.2'mo-18.0"16.0' 9.0" 16.0"16.0" 8.5" S.5" 9.0' 13.5" is a M F MIN CONCRWITH ETE) )BED(3275pd 62 ]8.0"15.0" 8.5 17.0"16.0"1.6.0" 9.5"._' S.5" 1.3.5' 7,0" 4.5" 7.5" 9.5" O ///���NAL 11 j U i < 70 16.0'12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5 10.5"13.5" 7.0" �_5 7.5 9.5': _ - ._. _.-- ..-_ __ _ _ U _Y. 100 13.5" 7.0" 4.5' 7.5 9.5" 13.5" 7.0" 1.5" 7,5" 9.5" 13.5" 7.0" 4.5" 7.5 9_5" 1 �� gt a0 z 1/4"ELCO CRETEFLEX SS4 43 16.0"16.0"16.0'16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.5" 8.0" 13.0'16.0" t x S ITYP 1 2 z 5 TYP 1 zry o W/2•EMBED(3350psI MIN 53 16.0"18.0"16.0`1 16.0"16.0"16.0"16.D'10.0"15.5'16.0"16.0'10.0" 6.5" 11.0"114.0" W W W^ z CONC) 62 16.0 16.0 12.5"16.0"16.0"16.0"12.5 8.2 13.0"16.0"16.0 10.0" 6_5" 11.0 14.0`1 3 ® UU11lY� 70 16.0"16.0'10.5'16:0"16.0"16_0 10.5 .7.0` 11.5 15.0 16.0 10.0" 6.5" 11.0"14.0" (J�/ A w 100 16.0`1 10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0'16.0"10.0" 6.5" 11.0"11.0" t.///�y/` 'a W V MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING mp w u c2 q a cs c1 a c3 a cs a u c3 a cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE 1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5-18.0- 16.0"16.0"16.0" 5.0" S.S" 16.0"16.0" 9.0" 3.0 4.0`' 14.2' - - - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"18.2'12.0" - 4.5" 16.0`14.5" 7.5" � 10.0" ANCHORS ONLY G EMBED(3192pY MIN CONC) 62_16.0.15.5 _4.5" S.K.16.0`116._0" 9.0" 4.0" 14._S"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE (1) WITH I? H-*srr. 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5 11.0 14.5' 7.5" 10.0' OUTSIDE ANCHORS OIJLY ioo'iis_^zs_ %/' 10.0'us 7-5 iD-a 11.5^ i. lo.o" 1/4"MILLENIUM MILLFAST 43 16.0'16.0"11.0"13.5"16.0"16.0`1 13_0" 6.5" 9.5" 16.0"13.0" 7.0"_ WITH 1-3/4"EMBED(327Sps1_53_1_6.0`'16.0 8.0 11.0 16.0` 16.0" 9.0" 5.0" 7.5" 16.0'10.5" 5.5" 5.5"_ 7.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0`'11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.S" 11.01 10.5" 5.5" 5.5 7.5" t-a•T Y 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING C Lu 70 18.0" 9.5" 5.5" B.0`• 16.0 11.5 5.5" 5.5 8.5" 1o.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE C ru 100 10.5" 5.5" ' 5.5" 7.5 10.5" 5.5 s.5" 7.5" 10.5" 5.5 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pp I). p t i _ _- _ _ - .. -. __1-1/4"MIN EDGE 015TANCE d 1/4"ALL-POINTS SOLID-SET -To-4717d2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ZM< ANCHOR W/7/8'EMBED 6 CI C2 C3 U CS Cl C2 C3 CI C2 C3 U CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43_16.0 16.0" B_5" 10.5 16.0 16_0`'12.0`: 5. 7.5" 16.0_12_5 6.5' 3.0" -5.0" TOA" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g t (3000pa1 MIN CONC) 53 16.0 15.0" 6.S' 1.9-_16.0 16.0`' 8.5 4 0" 6:0` 15 5 10.0`'_5.0" 10 7.0" THAN OR EQUAL TO SHUTTER SPAN. •JAj 62 16.0 ll.d' 5.0 7.W 16.0 12.S" 6.5' 3.5" 5.0" 10.0'10.0" 5.0" 1 0' 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E D 70 16.0 9 0" 4.5 6 d' 18.0 10.5 5.5 3 0" 4.D" B O" 10.0"15.0"VIM4.0"17.0" : E l00 10.0 5.0" 4.0 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" ' 4.0" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,AS C-90 HOLLOW CONCRETE a BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER i/4"ALL-POINTS SOLID-SET _ _ 3'MIN EDGE DISTANCE --- - - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED 6 C3 C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 C5 CONNECTION TTMYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1//-20 SS MACHINE SCREW 13 16.0 16.0 IB.d'16.0"16.0`'16.0"16.0 11.5 16.0 16.0 16.0 11.0 7.0 _11.0"16.0" R (3000ps1 MIN CONC) -53 16.0`'16.0 13.5 16.0'16.0`'16.0"14.0" 8_5' 13.5 16 0"36.0 8:5 5.6" 9.5 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE •5 62 16.0"16.0"10.5 16.0"16.D"16.0"11.0" 7.0" 11.0`'16.0"16.0" 8.5 5.5 9.5" 12.0" ONLY. G •�[� 70 16.0"15.0" 9.0' 14.0"16.0"16.0" 9.0" 6.0" 10.0`'13.0`'16.0`1 B.5 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 5.5 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT d 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 4 1/4'POWERS SS DROP-IN _ - - -- -- - . FINISHES. W/1/4.20 SS BOLT AND Cl U O p CS CI C2 C3 CI [5 Cl C2 C3 C4 C5 1'EMBED(30DOps1 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 B.0" 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ($! CONC) 53 16.0"16.0 9.6 14.0•'16.0"16.0 9.5 6.0" 10.0"16.0`'11.5" 6.0" �.0" 7.0 B.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE FATE WOOD FRAMING f 62 16.0"12.5"17.5" 12.0"16.0"11.5 7.5 5.0" 8.5" 11.5 11.5 6.0" 4.0" 7.0" 8.0" MEMBER$ NOT PLYWOOD.FASTENING lb PLYWOOD ACCEPTABLE ONLY FOR gg e. SIDE CLO�URE PIECES. 1 2�q al; i'j 70 16.0"110.0"16.5" 10.5"16.0"12.2 6.0 4.0" 7.5 9.0" 13.5 6.0 1.0" 7.0" 8.0" O¢ S 0¢ 100 11.5" 6.0" 4.0" 7.0" 8.0' 11.5" 6.0" 4.0" 7.0" 8.0" 11.5 6.0" 4.0" 7.0" 8.0" 8. WHERE UG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-3/2'MIN EDGE DISTANCE SMALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD STUD.3/4" Sid g v 1/4•POWERS S5 DROP-tN --- Cl ---- ---- - -- -- -C -- - -1-6- EDGE DISTANCE[S ACCEPTABLE FOR WOOD FRAMWG. G SCREWS SHALL `o W/1/4-20 55 BOLT AND Cl C2 C3 C4 CS l C2 C3 CI CS Cl C2 C3 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0'16.0"16.0 16.0 14.5" 9.0" 13.5"18.0"15:0" 7:5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN e�! coric) _53. 16.0 16.0"10_S"15.0"16.0"16.0"]0.0" 6.5" 10.5"I_, 12.0" 6.0" �.0' z5"__e.s" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER � ! p 67 16.0 13.01- 9.0 12.5"16.0 15.0 8.0 5 0 9.0' 12 0"12.0" 6.0" 4.0" 7 5 P.5" HEAD(SIDEWALK BOLT),U.O.N. (a1� 70-16.0 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" (�J DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. S 100 12.0' 6 0' 7 5" 8.5" 12.0" 6.0 4 0' 7.5" 8 5" 12.0" 6.0" 4.0" 7 5 B.5" 2 H-1 _ 2'MIN EDGE DIS_TAN_CE _ _ _ _ _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Ogg a �St 912 SMS W/2"EYEWALL C! C2 -p_ _ _C4 _-CS Cl C2 C3 U C5 Cl C2 C3 U CS NUT OR WASHER WINGNUT. 00P60RIPNNLIBa/WRE. ARMOR INSERT W/2"EMBED 43 16.0 16.0"11.5"14.0"16_0"16.0"16.2' 7.5" 10.0"16.0"16.0`' 9.0" 4.5` 6.5 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000ps1 MIN CONC) _. _._ _- _- __.__.._ _._. __. _53 16.0"116.0" BS" ll.d'16.0"16.0 11.5 5.5" 6.0" 16.0"1�.0" 7.0" 3.5 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO BCAI!• U--1� 62 9.5" 16.0 16.0 9.0" 4.5" 6.5" 14.0"11.0" 7.0" 3.5" 5.5 10.0" DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL PASO PISCRIPYIONt 70 18.0"12.0" 6.0 8.0" 16.0`'14.5 7.5 1.0" 6.0" 10.5"11.0" 7.0" 3.5 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100.1�_C J7.0- " S.5 10.0"14.07_0" 3.55.510.01�.0" 7.0"12 SMS W/2.75•EYEWALL 43 16.6' ' 16.0"16.0 16 0'16.0"10.0"14.0 16 0"18.0"Il 5' 6.0" 9 5` 16.0"ARMOR INSERT W/2.5• S3 16_0 16.0"16.0 16.0"15.0 7, 11.0 16.0"16.0 9 0" S_O" 8.0" 13;0'EMBED(2000pa1 MIN CONC) 62 16.0" " .0"f60"115" 6.5" 9.T' 16.0"16.0" 9.0" 5.0" 8.0"70 16.0" " 11.5"16.-,18. 5• 5.5" B.5" 14.0"16.0" 9.0" 5.0_ 8.0 13.0"100 16.0" 9.0 :5.0" 8.2' 13.0`'16.2' 9.0" 5.0" 8.0" 13.0"16.6" 9.0" 5.0' ■EL£� ®���®��%///cam®��®® ®®_�® M MM MOM !MIN CONC) Sao V HIM EDGE DISTANCE 2-112"MIN EDGE DISTANCE CON"TYPE CONN TYPE CS Cl CONNTYPE CONN TYPE CONN TYPE CONN TYPE //%%///IMKU%////%////��Y//���iMEMN MMMUM ' %lf%r.% %//A M �/%® %/tea%/%j.� ®�'V////%IIW// //////,% i�f////V �/%"/%///,q/, /y% • ' MEN0 %/%//.1/////.EEI�M0�G////�///%,d� / ,� � % %/.% /%///i , e10 ii/ � �i�,i M /%i iii ii,�ii - / /i, /i/ i iia/i/iiiiai , ai, /ilii.MON//�/// /4'EMBEDANCHOR W/1-1 ® /i////. %/��%/!'""""Lam %///%//%r, mum% / / %/%%///%�////// . 1 %////�,%11%/////1,1W0110%%/�V/%%/A3,®% %1/49//%/,0///// 0©gym©m0m�©m©©0000000 m©©0©m0 ' ■mom©0©m©DO©m©©0©m��0©0©�0©m0©0� ������ 1-3/4-EMBED M///� s,////T///Y//.''//.�9/%'%/.Y�-%///il%///%%////%////'//////.fes///'%///%A///������ ®�ow/gum Exa �� � %/ '//// '/// '//% '/////�� ����'///.1/ EMEEWN//%i%/Y%i///.OMEM ///%iOmani %///%/ %////%////Y�f/%�� %///,PMHI ��%/�� r�M yi/IN/VO moi//V//, 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK BE""AP°O,PE. 1„111111 RPE0046549 _____ 2'MIN EDGE DISTANCE `� a�... �� G LOAD Spans UD To 6'-0" Spans UD To B'-3" Spans UD To 12'-0" Ina CONN TYPE CONN TYPE CONN TYPE - O ANCHOR (Psl) G cl I C2 1 C3 I C4 I CS Cl 1 C2 C3 a I CS Cl N CZ C3 C4 CS _y ; c PEOO,6� - s 12 SMS W/Z"EYEWALL 43 16.0"16.0"17.5-19.0- 160115.5-18.5- 4.5" 6.5" IS.S' 8.5" 4.5" 4.0" 7.0" _ 3 x ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" ;:04 . 3.5" 3.S' S.0" o EMBED -62 14.0 7.5" 4.0" 6.0" 14.5" 9.0" 4.5' ' 4.0" 7.0" 7.0" 3.5" 5.5" 12.5' 7.5" 3.5" 3.5" SS" 7.0 7.5" 3.5" 5.0" %�,n'•, STATE OF .• � w Pa'1 B I 7.0" 3.5" 3.5" 5.0" �i�s '•:c<OgIDP• ANCHOR SCHEDULE: WOOD (G=0.55) ��'�isi�nlq�EN PLL- E 1,,,1 fW�- WW u 3/4'MIN EDGE DISTANCE II1 __ '��nn Spam UpTo 6'-0" Scans UD To 8'-3" SDaes UD To 12'-0" L-1 4:W O o LOAD = 1: CONN TYPE CONN TYPE CONN TYPE Z ar3 p e ANCHOR (p Cl C2 Cl C4 CS Cl C2 C3 C4 CS Cl C2 C3 CA CS W W 0 ti w.. " 1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5 12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"1&0'14.5" 4.5" 6.D" 16.0" MIN THREAD PENETRATION 53 16.0"36.0" 8.5" _10.0"16.0"16.0"18.0" 6.0" 7.0" 16.0'16.0"11.5" 4.0 5.0" 16.0" 1311 K c w _62 16.0"160" 7.0"- 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.6" 4.0 5.0" 16.0" p W w 1tt1111C► 70 16.0"16.0" 6_0" 7.5" 16.0"18A"12_5 4.0" 5.5' 16.0"16.0"11.5'_4.0" 5.0" 16.0" 'a 0 -160 16.0"I1.S 4.0" 5.0" 16.0"16.0"ms- 4.0" 5.0" 16.0"18.0"11.S 4.0" 5_0" 16.0" �n 7/16'WOOD BUSHING WITH �3 16.0"16.0" 8A" 10.0"18.0"15.5" 8.5" 4,S _7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED 9 1/4.20 53 16.0"1_0.5" S.S._ 8.0" 16.0"11.0" 6.0" 3.S 5.5" 11.0" 7.0" 3.5" / 4.0" 5.0" SS MACHINE SCREW 62_14_0" 11_0" 4.5" 6.5" 34.5' 9.0" 4.5" 3.0" 4.S' 7.0' 7.0" 3.5" f 4.0" 5.0" m 0 70 12.0" 6.0" 3.5" S.S" 12.5" 7.S 3.5" 4.0" 5.5" 7.0" 0 100 7.0" 3.5" r 4.0" S.0" 7.0" 3.5" 40" 5.0" 7.0" 3.5" 4.0" 5.0" A 3 i14 SMS OR 914 WOOD 43_16.0"16.0"12_S'14_5"16_0"16.0"1&0" B.0' 10.0"36.0'18.0"I1.S 5.0" 7.0- 18.0" N 49 8 scaew WITH 1-3/a"MIN 53 16.0"16.0" 9.0" 13.5"16.0 16.0"15.0" 6A" 6.0" 16.0"16.0" 9.S �.0" 5.5" 13_0" m o @ THREAD PENETRATION -- - -- S- - -- -- -- 82 16.0"18.0" 7.S 9.5" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" �.Ny y QN6omnlmmT 70 16.0"16.0" 6.S 8.S 15.0"16.0"10.0" 4.S 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" P+M.y yD- G100 16.0" 9.S 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" ANCHOR SCHEDULE: WOOD (6=0.42) �851 3/4'MIN EDGE DISTANCE �i SD6ns UD To 6-0- Scans lh)To 8'-3" Spans Up To 12� i�_ ^�• I�{-{ 0 LOAD CONN TYPE CONN TYPE CONN TYPE E ;g �p =h ANCHOR ( Cl C2 1 C3 C4 I CS Cl I CZ I C3 I C4 CS Cl I C2 I C3 I C4 I C5 a g 1/4'LAG SCREW WITH 1.3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" � MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5" 5.5" 16.0"15.0" 7.S 3.0" 4�0"-F1-1.0" Tp R 62 16.0"16.0" 5.5" 8.5" 16.0"16.0" 9.5" 3.5" 5.0" 13.0"15.0" 7.S 3.0" 4.0"111.0" of 70 16.0"13.5" 4.5" 8.0" 16.0"16.0" 8.0"+3.0" 1.0" 11.5"15.0" 7.S 7.0"--4 11.0" L 100- 15.0" 7.5" 3.0'- 4.0" 11.0'15.0" 7.5"�3.0"__6.0" 11.0"A.& 7. 3.0" 4.0" IL.O" Il'�rs'1 914 SMS OR 914 WOOD 43 16.0 16.0" 8.S"_10.5 16.0"16.0"12.5"(5.5" 7.0" 16.0"13.0" &S 3.S 5.0" 10.5' SCREW WITH 1-3/4'MIN 53 16.0"18.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" S.S 2.5" 4.0" 7.5" S THREAD PENETRATION 62 11.5" 5.0" 7.0" 16.0•'13.0" 6.S' 3.S 5.0" 10,5'LOX 5.5" 2.5" 4.0" 7.S 70 16.0" 9.5" 4,5" -6.0" 16.0"11.0" 5.5"1.3.0" 40" 8.0" 10.5' 6.S 2.S 4.0" 7.5"100116.0" 10.5" 5.5" 2.5" 4.0" 7.5" IO.S 5.5" 2.5" 4.0" 7.5" 10.5'S.S 2.S' 4.0" 7.5" �• ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK �+e5a a 4'MIN EDGE DISTANCE ___ 2 gy g Spans Up To 6'-0" icans UD tons Uo To 8'-3" S LOAD CONN TYPE CONN TYPE CONN TYPE = ANCHOR (Psn Cl C2 1 C3 I C4 I CS Cl • C I C3 C4 I CS I Cl I C2 I C3 I C4 I CS 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" 119 2-I/4'MIN.EMBED53 16.016.016.016.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.S 12.0"16.0j�. 62 160 160'140 160 160 160"150 90 140 160 16.0"12.0" 7,5 120'16_0" pa 70 160"160"ILS 160"160 160"125 80' 125 t60 16.0";120" 7.5 120" � iYq S 100_ 180 120(75 12.0"160"160.120 75 120"i60 16.0",32.0" 7.5" 120.116.0!. is 5/16"ELCO ULTRACON W/ 43 16.0 16.0"!10.5"19.0"16.0 16.0"10.5 6.5 9.5 16.0 11.0" 5.5" 6.5 i 9.0" 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 17.V13.5 9.0" 65" 03P~FRWL194PAD0PE62 16.0"10.0".6.0" 9.0"'16.0"11.0" 5.5" 9.0" 9.0" 6.S 15-2339 SCALE,1009.0"_ .S.5" 6�5" 9.0" 6.5" 9.0" 6.5" PAW olsau►i10N1 O$ 2'MIN EDGE DISTANCE - CS C2 C3 C4__CS CL C2, C3 _G CS ,C1_- C2. C3 CI, CS, 912 SMS W/2"EYEWALL 43 160 16.0" 9S 115"160 160"140 60' 6.0 160 14.5" 7.6" 3.5 S5' 11.5 ARMOR INSERT W/2-EMBED_53 16.0 I6.0" 7.0 9.0" 16.0"16.0" 9.5 4.5' 6.S 16.0"11.5" 6.0" 3.0 4.5" 8.S U d 70 18.0"10.5" 5.0" 6_.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 115" 6.0" 3.0 4.5" B.5" 9 FOR ANCHOR NOTES. 0000 _ __ __ ANCHOR NOTES:SEE SHEET 100 11.5" 6.0" 3.0" 4.5" 8.S 11.5 6.0" 3.0" 4.S 8.5" 13.5 6.0" 3.0" 4.S' 8.5"