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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTER ACCORDIONOr* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13757-R5 Application Type Revision Code Version 2014 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 jShufte Subcategory Accordion` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13757 R5 COI Inden 2.odf FL13757 R5 COI IndeD 3.Ddf FL13757 R5 COI IndeD.Ddf 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF`/o2f%2fmZrDFh7dHzwQp/p3dp/p3d 1/2 12111 /2017 Florida Building Code Online Equivalence of Product 7 Certified By Q Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products ards Florida Licensed Professional Engineer or Architect FL13757 R5 Eouiv Equiv 2.Ddf FL13757 R5 Eouiv Eouly 3.Ddf FL13757 R5 Eouiv Equiv.Ddf Method 1 Option D 04/21/2015 04/29/2015 05/06/2015 06/22/2015 08/09/2017 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 R5 II Dwg.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 span/pressure FL13757 RS AE Eval.Ddf combinations and additional limitations of use, Created by Independent Third Party: Yes -13757.E 6.8 Streamline Shutter large Missile Im`pact-Resistant Accordion -Shutter -System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwg 2.odf 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 R5 AE Eval 2.odf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 RS II Dwq_3.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other: See product drawing for additional information, FL13757 R5 AE Eval 3.pdf anchorage, etc. Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls 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: Sectiri Lym 1-riti cs, https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF°/`2f%2fmZrDFh7dHzwQ`/o3d%3d 2/2 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUAT CODE, FOR USE WITHIN AND OUTSIDE THE HI( INTERNATIONAL BUILDING CODE IBC) AND IN MEETS MISSILE LEVEL "D" AND INCLUDES ESSI SEE PRODUCT EVALUATION REPORT FOR MORE 2. POSITIVE AND NEGATIVE DESIGN PRESSURES 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH' 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPAR 6. NO INCREASE IN ALLOWABLE 5 LOAD DURATION FACTOR Cd = 7. DETERMINE THE POSITIVE ANC 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ NCE WITH THE FLORIDA BUILDING R 1609 Of NEGATIVE GLAZING REQUIRED FOR ALL WIND - BY CODE UNLESS OPTIONAL NG JURISDICTION. :SIGN OF THESE PRODUCTS. WIND 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 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. TH SE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. DEVIATION . AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS 201 202 & 203 FLORIDA BUILDIISG CODE APPROVED 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 114"0 OR 3/16"0 5052 ALUM. ALLOY., 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE AT NON -STACKING LOCATIONS. USE REMOVABLE ANCHORS. 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10' . 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAYBE INSTALLED WITH UP TO (2 ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE 1: ACCORDION SHUTTER SPAN SCHEDULE SHUTTER POSITIVE DESIGN PRESSURE NEGATIVE DESIGN PRESSURE SPAN PLI (PSFI 7Z" 100 100 99" 70 70 120" 53 53 144" 43 40 TABLE 1 NOTES: 1. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, 2. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. }--UNLIMITED WIDTH .q SECTIONy , TOP TRACT PLAN VIEW �o cc Mk 5� as �N c' �a HURRICANE PROTECTION BOTTOM TRACK LOCKING MECHANISM, SEE TYPICAL PLAN VIEWS TYPICAL ACCORDION i SHUTTER ELEVATION TABLE 2: lll1 N.T.S. EXTERIOR ELEV MINIMUM SEPARATION FROM GLASS HVHZ NON-HVHZ ESSENTIAL FACILITIES SHUTTER SPAN INSTALLATIONS _< 30' ABOVE GRADE INSTALLATIONS > 30, ABOVE GRADE INSTALLATIONS 5 30' ABOVE GRADE INSTALLATIONS > 30' ABOVE GRADE 72" 2-1/4' 1-518" 2-318" 1-518" 99" 34W 1-718" 1 3-518" 1-718" 120" 4-118" Y I 4 W 2" 144" 4-7/8" 1 2" 1 5" 12° TABLE 2 NOTES: 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. 17611'HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND 13ROWARD COUNTY TEORTMF_ 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND ZONES i THROUGH 4 OUTSIDE OF THE HVHZ, PROVIDED THAT SHUTTER HAS A MINIMUM SPAN OF AT LEAST 30". 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30' SHALL HAVE 2-7/8' MINIMUM SEPARATION FROM GLASS WHEN 5 30' ABOVE GRADE, AND 1-5/8' WHEN > 3W ABOVE GRADE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS BETWEEN THOSE 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 E1996.09. 15-2339 - I I PROJECTION VARIES 2.874" 4.874' MAX. . • �4p 0 0.062' 0.450" N 0.080' 0 0 0.125" {--1.830" 0.062' * p. '^ 1.708° 0.100" :`+ 1.708' 0.100" z 0.145' 0.096' 0.195' o -r 2.820' N '" .,.�� 0.070" 0.060" rz., 10.125' 00 630" 0.630" 0.062" ti 3" 1.908" 0.630" 0.062' .a. 0.630' 0.062' .--L.0.143" 0.096' y s 1•i .069°--�0.971° }0.971'1 0.143"//II Nd '[= -y--I� 0 60° 1. 70°-� iv :o IIPj 1�\i .. x 0.200"L 0.0 LO.61° " 00.062e •ai �u ii W 0.06z I 401.2-1 0.200" 0.630° T-1.069' j-1.069°-{ -I-� k.069 1" t Z o 5.745' MAX. UPPORT LEG OPTIONAL -1 069°,� � 06� "� 0.062' 0° $ 3 w 3 5.745" MAX.1 OWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL W W jE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE O WHERE SHOWN, SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.7f5° 1.069"°� .069 0.105" 0.781° _L O7 SILL SCALE: HALF SIZE 4.84" 4.510. ILI62" 00.075" 3 0.075° n 0.044 O.OJ ' NOTE: TESTED THICKNESS OF - 3.506"-� BARE METAL W/O PAINT IS 0.039" Og SILL ADAPTER gO EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL 80TTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE: HALF SIZE SCALE: HALF SIZE SCALE. HALF SIZE SCALE: HALF SIZE SCALE, HALF SIZE 4.753" 4.510- 0.044" 0.227" NOTE: THICKNESS OF BARE METAL W/O PAINT IS 0.039" 15 6.8 STREAMLINE STACK SCALE: HALF SIZE 0.682°0.63� 0.060'� 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER SCALE: HALF SIZE SCALE: HALF SIZE 0.080"477" 0.590" 0.096' 0.115° 0 e ry 0.096° 0.080° "0.693° 0.420" g WALL SILL CLIP SCALE, HALF SIZE 0.34 gb WALL SILL SCALE, HALF SIZE Y W j � y O I.t 13 =Cl�1m+1 Z5 O '� m E 05 cr. 15-2339 I -� �0.125' T 0 1 5' MAX.j 19 ANGLE SCALE: HALF SIZE 634STIAMINL-ESS.' STEEL HOLE0.880NYLON0.051WHEEL 11-1.100°i I-0.240' TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 22 ROLLER ASSEMBLY SCALEi HALF SIZE 110.500" I 4,000• 0.500° 0 n ai 0.064' can z.250• 0.250• 0.118, _�--0" r0.224° 2.00 0,060° -2.750" RAINGUARD 28 DECORATIVE FLOOR TRACK SCALE: HALF SIZE SCALE! HALF SIZE 5.500' x 13/16' WIDE r -T- 0.125 I L 'II lm 0.188• TIP. i' 4.500" f f 0.689° DELTA MODEL 2022 SECTION A INDUSTRIAL SYSTEMS 35 BOX LOCK SCALE: HALF SIZE 'I o.zso°] r o -7.000" ' 39 2X7 ANGLE SCALE. HALF SIZE CYLINDER -SOLID BRASS, NICKEL PLATED HOUSING -ZINC DICAST,POWDER COATED NOTE: MAY BE KEY OPERATED OUTSIDE OR KEY/THUMB TURN OPERATED INSIDE. 23 BRASS PUSH LOCK SCALE: HALF SIZE 30 UNIMATE LOCK SCALE: HALF SIZE POWDER COATED, ZINC DIE-CAST 36 T-LOCK ADAPTER (OPTIONAL) SCALE: HALF SIZE }-1.625° 1 0.0 0.1 0.125" Fir 0,085" n IN 0.085° 20 ALT. 1" END STRIP SCALE: HALF SIZE NYLON WASHER OR ALUMINUM #10 x 2.3/4' 410 HT S.S. INSERTS SCREW W/TC ULTRACOTE INTO COATING TRACK (TYP TOP B. BOTTOM) NYLON BUSHING W/ WASHER: 7/16"0 x 112' @ INTERIOR JOINT TOP 7/16"0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 24 BUSHING ASSEMBLY DETAIL SCALE. HALF SIZE %J SCALE: HALF SIZE 7/16"0 STAINLESS STEEL NUT 30 5/16'0 INTERNAL THREAD 37 T-SCREW INSERT SCALE: FULL SIZE f-1.soo•-� 0.093' 0 0 0.093' I� 21 1.5"x3"x0.093" ANGLE SCALE: HALF SIZE 7 5/16-STAIINLEESSHSTEELCR EW HEAD STYLE VARIES 38 THUMB SCREW SCALE: FULL SIZE -2.000"E�j o.12s 0 0 0.125" Iri 25 2"x3"xO.125" ANGLE SCALE: HALF SIZE 0.357" 0.276" Er0.591° N 0.06z' oas4"1 10.137' 26 BOX CENTER INSERT SCALE: HALF SIZE O17 2- 40 40b 40c END SE S IPIP 1" 2"&3"EXT SCALE: HALF SIZE D w > a Z< cm� W &$ .N.W_3lY �+ 3 o uj I D C) 15-2339 03 ANY ANCHOR PER ANCHOR SCHEDULE @ 18" O.C. EXISTINC GLAZING EMBED. 17 a a (INTERIOR) € N a EDGE c 0 DIST. 13 13 l 6.80" (TYP.) 30 (EXTERIOR) TYPICAL PLAN VIEW SCALE, 3" = T-O" rld (INSIDE) 13 I N p SILL � I USE H O I OR SCRE INTO 2 BOT' RECE 3/81, 1" HE TYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST NTS DIST. `MIN. 0.062' THICK 6063 T6 ALUM. 1 ANGLE 1" x 1' MIN. TO 2' x 5° MAX. (ANGLE LEG MAY BE REVERSED) ANY ANCHOR PER ANCHOR SCHEDULE @ 18" O.C. 13 13 412 x 1/2' GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4-20 USE (1) BRASS PUSH LOCK OR (1) MACHINE BOLT & NUT CO 18" O.C. 5/16-18 ]21UMB SCREW INTO THREADED INSERT (37) AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OFSHUTTER. RECEIVING END STRIP SCHEDULE HOLE SHALLBE 3/8" MAX WIDTH, UP TO 1' HEIGHT. LOCKING DETAILS FOR CENTER MATES SHOWN ON RANDOM DETAILS PSF SPAN 1' BIO (2.n 62 08" 72 00" 112 80' 75" 82 3' B!O (4.71 62 86' ® 2 70. ALT. 1, BID (27 za 62 7 110, 102" 1 9" 132 1.5'UL1' 45 93, x0.093" 52 ar 60 81' zl 64 78° 70 5' 2y3" 45 139° X0.725' 1 9 57 123° O 60 120° 16 70 111° 73 09' SEE END STRIP SCHEDULEFOR %RIVET&OR SPAN WHEN USI MR I 20, 40a, 40b OR " OR 6.6 STARTER • WITH 21 OR 25.�4`,RR�//'N ANXI' LE TO TRAATCK W/; UER TOP & BOTTOM• AND u1 < 6 (9CHfT0 6.8 STARTEA W/ .c t wx 1/2" GALVANIZED ORSMS, 3116"0 ALUM. POP T OR 1/4-20 MACHINE W w VATE END STRIP DETAIL BOLT NUT @ 18"D.C. i.6 STARTER AND ANGLE o. 3" - 1'-0" ANY TRACK W/ SCREW BOSSES. SEE END STRIP SCHEDULE FOR MAX. SPAN WHEN USING 20, AOa, 406 OR 40c, 11i7��1 m 4� F, 1/4" OR 6.8 STARTER a) m R. AX. WITH 21 OR 25. 40 40 USE APPROPRIATE 2 ` 4 20 STARTER STRIP TO PROVIDE CLOSUREFOR E (- BUILDING CONDITIONS E FASTEN STARTER STRIP g TO TRACK W/ (2) #10xl" v SCREWS AT CORNER. TOP aaaSSS ALTERNATE END STRIP DETAIL IL _A L SCALE, 3" = V-0" ANY TRACK W/SCREW BOSSES. W ( fOR GREATER SPANS OR LOADSTHAN SHOWN DI END STRIP SCHEDULE, END STRIPS REQUIRE A 1-XI" .090" CLIP ANGLE O) Z MID SPAN USING ANY ANCHOR ON THE ANCHOR SCHEDULE & f14s3/4". EXISTING GLASS v 13 SCREW OR L/4.20 BOLT TO END STRIP. 30 o w USEE ((1)) BRASS PUSH LOCK THUMB ORRE145$ERT ( INSIDE 'IN 'IN 30 13 agF �N1�6-18 �OT RE PAN TO 2/3 SILL , iAa OF SHUTTER (OUTSIDE) BE E3 13 _ _ 0 TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST NTS OFQ: q� 215 (OUTSIDE) USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE- 3" = V-0" - 15-2339 I IN i ' 1 Cl CONNECTION TYPE \ REFERENCE ANCHOR / \ SCHEDULE FOR MAX SPACING— 2 FASTENERS ALUM. TUBE `y EACH ANGLE 6063-TS ALLOY ~ SEE TABLE A FOR SIZE. I m L 1" x 2" x 1/8" ALTERNATE THRU BOLT OR z'• x 2•' x 1/61• 1 Cl CONNECTION TYPE ALUM. ANGLE o REFERENCE ANCHOR SCHEDULE FOR MAX. 13 SPACING THREE 3/16"0 ALUM. 0 r �� POP RIVETS OR 1 I I OR DOOR - THREE #12 SMS, TYP. ° 17 TABLE A (c©) PRESSURE VS ALLOWABLE LENGTH PSF rg'13 ' 3 SUB• O 62 130" 18V 72 124" 179" 82 119" 172' 92 114" 165" 102 110, 16W 120 104" 14T 1`A 97° 131" 2UU I 88° 114" In 3/16 RIVET OR #12 SMS @ le..O.C. OR 1/4-2Q NUT & BOLT (TYP.). ALUM. TUBE— S 6063-T6 ALLOY E SEE TABLE B FOR SIZE °n 1" x 2" x .093" 6063-T6 " ALUM. ANGLE, TYP. I 3/16'•0 ALUM. POP 17 RIVET OR #17 SMS I 4Z7 @ 18" O.C. (TYP.) \ MAY USE MALE OR — m FEMALE LOCK -SLAT w o 13 ALTERNATE THRU BOLT C5 CONNECTION TYPE Cl CONNECTION TYPE CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX.J SPACING - TABLE B (cc4) EXISTING HOST - STRUCTURE PRESSURE VS ALLOWABLE LENGTH 29Q"xI/B• 3'x3'x1 8' PSF WSTH B/0 WTTH 0 67 113° 1 166° 3/16"0 ALUM_ POP RIVET OR #12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16"0 ALUM. o POP RIVETS OR 77 THREE 4H2 SMS, TYP. 0 0 1"x2"x1/8" OR2"x2"x1/8" ALUM. ANGLE USE MALE OR FEMALE LOCK -SLAT 74' 109' 64' 94' EDGE DISTANCE FASTENER @ 18" D.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE).— -2" x 2" x .090" 6063-T6 ALUM. TUBE TYP 2" x 51• x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. 012 x 1/2- GALVANIZED (OUTSIDE) OR S-S. SMS, 3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE. 3" = T-0" @ 18" O.C. 1/4-20 MACHINE BOLT S W/NUT @ 12" O.C. OR #14 SMS @ 6" O.C. (TYP. TOP & BOTTOM) vUK IVY 0: 0 Q jU%ii MN GLASS RAMO PER ABLE 2 PER TABLE 2 13 ¢ �w„ j Q y r z w Y pWp W i All x f7 XNafa., m III NA \ --9F1 SMS @ 9" O.C. � \\—,ANGLE GLE TO TUBE CONNECTION 2"�C 2" x.125" 6069-T6 ALUM. TUBE Cb ALTERNATE BUILD OUT MOUNT SECTION SCALE . 3"= 1'- 0" 0: Ir�m 13 N w o MN Q.ASS ARATION PER TABLE = Ln zv' O to j GLASS 2 )j2 K z Q OR DOOR F m a r X to SPACING EXISTING CONCRETE, BLOCK OR WOOD FRAMING EE INSIDE SILL MOUNT SECTION SCALE: 3"- 1'- 0" t 2 3 z8�F-a o Om OOa �LL z mtggn E �w � O �E 3� os m v� 199 , 15-2339 - I 0 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING z O> SCHEDULE FOR MAX. STRUCTURE GLASS ¢ w -= GLASS SPACING W Cl CONNECTION TYPE 5" MAX. 1/4-20 MACHINE BOLT DR DOOR ¢ w u u OR DOOR w w REFERENCE ANCHOR 1 ® W/NUT p 12" O.C. OR • N F F. w SCHEDULE FOR MAX. #14 SMS @ 6" O.C. Q z I- M w W SPACING /2" (TYP. TOP & BOTTOMI 13 13 N m /2" MN y w N J GLASS APnTI (A 1/4'-20 TNRU BOLT W/ LOCK NUT p 12" O.C. OR 4` ARR ¢ _ g F-w m #14 x 1/2" SMS @ 12" O.C. FQ- OR 3/16"H ALUM. POP PER TABLE 2 X z Q z F w Q 0 F; N Q5 ORr6)0R/ 12 x 1/2" SMS (� 12" O.C. E.S. OR 3/16"0 ALUM. POP PER TABLE 2 t' F P S a B m a �3 OR 6 —�� w� RIVETS @72/O.CC.. ALUM. PORIVETS a RIVETS @ 6" O.C. E.S. \ . x M w w ' R 1/4"0 ALUM. POP RIVETS (al 12" O.C. E.S. / O1 AND 3O ASSEMBLYME 1/4" MAX. FROM PIN SEPARATION ¢ 13 II.- M � O9 AND©0 / 1/4" MAX. FROM PIN GUIDE TO BUSHING GUIDE TO B S ING ITYP.) PER TABLE 2 F- vim w ASSEMBLY —,WASHER cWASHER (TYP.) w CONCRETE, GLASS OR DOOR — __ lA _w pNm / 1/2" 1/2" TYP. EXISTING w 3 CONNECTION TYPE o z IQ- o BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q io ttQ / 4 CONNECTION TYPE SCHEDULE FOR MAX. SPACING Y v N REFERENCE ANCHOR Q SCHEDULE FOR MAX. 05GT SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG. 9 13 w N (510 OR U3 0SCHEDULE 6 REFERENCE ANCHOR EXISTING CONCRET MAX.ENER BLOCK OR WOOD FRAMING / IN / / \ \ 1/4' MAX. FROM PIN GUIDE TO SPACING. ALT. FAST LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION C7 CONNECTION IYPE REFERENCE ANCHOR Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. SCALE: 3"= T- 0" SPACING 1 TYPE nANCHOR GUIDE TO BUSHING WASHER (TYP.) 79 BUSHING (TYP) WASHER A INSIDE MOUNT SECTION REFERENCE SCHEDULE FOR MAX. 2 I SCALE : 3"= 1'- 0" EXISTING CONCRETE, SPACING / BLOCK OR WOOD FRAMI EMBED. BUILD OUT MOUNT SECTION TYP. BOTTOM EXISTING CONCRETE, SCALE. 3 1'- 0" BLOCK OR WOOD FRAMING 8 - EDGE I5T' XISTING NOTE: FOR DETAILS A, B, D. AND E ON THIS SHEET, 4 CONNECTION TYPE EMBEDSTRUCTURE . THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 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 IS A mAESPACING SCHEDULE FOR MAX. MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS i OVER THE GAPS BETWEEN SECTIONS. w 3 16 11 1/2. /•ODRO GLASS K F Yi yIl p w 1-J {-- O: OR DOOR G.ASS 13 =mw � w *12 x 1/2" SMS ((D 12" ARATI = N=u pUuca rtmR f w O ¢ O.C. OR 3/16"0 ALUM. ww>> PER IA 13 POP RIVETS (5)6"D.C. TABLE X' ozr-- GLASS Ofq_ ==ZX� j t=ll w w OR 1/4"E ALUM. POP Q o Q DOOR v1 p w Q 13 x xco RIVETS 12"D.C. MN. GLASS N zo w m �O E ua u 1A PER TABLE 2 Q w w a F w 4 SEPARATION Z S J w O z 1/4-20 S.S. MACHINE PER TABLE 2 Q J o Q Q7 AND QB 1/4" MAX. FROM PIN N Q SCREW & NUT (aT u N ASSEMBLY 1/ " 1/ GUIDE TO BUSHING � am- 12" O.C. Q _,_ P. WASHER (TYP.) w IF UK UUUK L' tl '�'� '-""'" "�' - O UVIUC 1 V DV�rll ! GUIDE TDB ENA w 4 CO ECTION 4 WASHER (TYP.) EDGE REFERENCE ANCHOR WASHER x 5 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. Iv S m BLOCK OR WOOD SPACING AS SHOWN1, 2 CONNECTION TYPE FRAMING EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. x 3" x 1/4" CONT. 3 CONNECTION TYPE #12 x 1/2" SMS 12" SCHEDULE FOR MAX. SPACING n° SPACING. ALT. FASTENER EXISTING CONCRETE, 063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"B ALUM. LOCATION. FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 0 6" O.C. BACK ANCHORS NOT REQ'D S SHOWN DASHED) SPACING OR 1/4"0 ALUM. POP WITH THIS LOCATION Op WALL MOUNT SECTION RIVETS @ 12" D.C. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE. 3 1'- 0" SCALE: 3"= T- 0" SECTION SCALE: 3"= 1'- 0" woLL 6 L M e NW� ID •• ,Cl 15-2339 GLASS OR DOOR MN a SS SEPARATION PER TABLE 2 WOI u mw< 0. X HIw Q=K ErF L7 F z] Jy 1/4" MAX. FROM TO BUSHING WA! TWO 1/4"0 WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" V"`14 READED PENETRATION " INTO CENTER OF 2X STUDS EMB. "T' SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" PLYWOOD & TUBE CONNECTION STUCCO FINIS 1^ x 4^ x .125" 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTIONFTHLISETAIL MAYSCALE t 3"= 1'- 0" TOP ACCORDION SHUTTER I ICI TI PER PRODUCT APPROVAL- I I I I APPLICABLE AT TOP AND/OR BOTTOM 1/2" 2" X 3' X Ys° X CONTINUOUS OR 2° x 2" x %" x CONTINUOUS. 6061-T6 ALUMINUM ANGLE GLASS OR DOOR MR GLASS m w SEPARATION L- m IER TABLE 2 NIT" Z w I- 0 O 13 U w¢w J O Z U 2B Q IL —GLASS 1 T9ll Ci/155 OR DOI i° SEPARATION n PER TABLE 2 z Q a a a- T-2.175' g 6 `- 0.9' MIN. THICK 6061-T6 ALUM TRACK ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3° FROM ENDS HOST STRUCTURE WITH AND 9" O.C. FOR THE BALANCE (4"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 3° FROM ENDS AND 4" 0.C- 2-1/2° MIN. STRUCTURE (3000 PSI MIN) FOR BALANCE WITH 13'4" MIN EMBEDMENT AND 2K° MAX. DESIGN LOAD AT 5'-1 MAX SPAN: EXISTING CONCRETE, MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT 6'-0" MAX SPAN: W000 FRAMING. SEE SPACING, TYP. f 52 P.S.F. ANCHOR SCHED. TYPE OF BUILDOUT MOUNT STRUCTURE HO SCALE, NTS SCHEDULE FOR MAX. SPACING Cl CONNEC REFERENCI SCHEDULE / J///j�EXISTING HOST STRUCTURE ODECORATIVE FLOOR TRACK DETAIL SCALE +3 T- 0" OO WALL MOUNT SILL DETAIL SCALE � 3"= 1'- 0" x I O:3c 13 in = n EXISTING WOOD (G=0.421 TRUSS OR RAFTER X Q @ 24" MAX. O.C. a n i N EXISTING FINISH MATERIAL 1/4" MAX. FROM PIN GUIDE 2" x 5" x 1/8" 6063-T6 �t w i TO BUSHING WASHER (TYP.) ALUM. ANGLE W/ THREE li 1/4" TILE (TYP.1 1/4"0 WOOD LAG t w FINISH MATERIAL SCREWS WITH 2-3/4" MINIMUM THREADED 3/4" PLYWOOD PENE—' . IN WOOD @ 5 6 1/4"0 A325 GRADE THRU BOLT 7" O.C. @ EACH RAFTER OF TRUSS, EACH R FTE OR 5/16"0 A325 GRADE THRU BOLT @ 12" O.C. 24" O.C. MAX. WHERE GALV. OR S.S. ANGLE EXTENDS BEYOND 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST THAN 5" O.C. W/1-1/4" MIN. EMB. EXTENDTRUSS ANGLE To OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" NEXT TRUSS. ' MIN. EMB. IN WOOD SG=0.42. TO 0.55. 2" x S" x 1/8" CUNT. ALUM. ANGLE (6063-T6) WAX.DESIGN LOAD x 72 P.S.F.) LOAD x 72 P.S.F.) Hb PASS THRU DETAIL SCALE, 3 1'- 0" OTRUSS MOUNT SECTION SCALE � 3"- 1'- 0" W / LI-ow U ///LLL�.�nJJ11 jaUa'M W W z ytUQ yg W o Nm;o 9 30„ aw aWm 'D W cc tJ i N~ um �= z - M a ~ WP(IOGiRLFNa(LBEMUAIOPE 15-2339 a o a f �! m 6CALe� - 12' MIN FROM EDGE OF ACCORDION EDGE OF SHUTTER,'! rSHUTTER BLADES TOP OR BOTTOM T ITfI-1 3.5" MIN TYPICAL 2.875'0 HOLE (TO RECEIVE ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS PER EVERY OTHER BLADE 1 LIGHT-N-VIEW WINDOW oo 8 N.T.S. EXTERIOR ELEV LL = p - Z N m Inn 0.125' �, j-8.125- 0.032^ 0.032° 0.196' Isla I 1 I 02.875° r 1 LIGHT-N-VIEW WINDOW \Z:�f N.T.S. SABIC PLASTICS SLX143IT-UL-94HB ROUND WINDOW ASSEMBLY EDGE OF ACCORDION SHUTTER BLADES 2 BLADE W ROUND WINDOW 8 N.T.S. EXTERIORELEV EXISTING HOST ALT. LEG DIRECTION STRUCTURE 1/4' ALL POINTS SOLID SET ANCHORS WITH 7/8' MIN EMBED IN CONCRETE OR HOLLOW BLOCK, 3° MINIMUM 1/2" SPACING, AND 3" MINIMUM EDGE DISTANCE A (2) 6063-T6 ALUMINUM . ANGLES PER BEAM END, SIZE 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER z ACCESS HOLE DESIGN SCHEDULE 1/4-20 MACHINE BOLT W/NUT @ ; 1 iQ 12°O.0 OR#14x3/4"SMS 6. O.C. `A 3' MU4 1/2" MAX. z.. 5 6 EDGE DMIN. 3 16 Z N F GLASS pp EXISTING JL A Z SEPARATION 73 O j GLASS OR DOOR- y o F3 Fj 3" MIN EDGE ¢ z w 4 DISTANC }jiir1/2"MAX . N N 1 56 L 03 16 1/4' MAX. FROM PIN GUIDE z Z TO BUSHING ASHER TYP. d ACCESS 114-20 MACHINE BOLT W/NUT @ 1/2" HOLE 12" O.0 OR #14 x 3/4" SMS 6' O.C. SPAN TUBE PER EMBED. I DESIGN SCHEDULE 1/2• (2) 6063-T6 ALUMINUM AX. ANGLES PER BEAM END, SIZE EXISTING PER SPAN TUBE SCHEDULE HOST 1 4'0 THRU BOLTS SEE BEAM MAX. DESIGN LOAD = f 72 PSF 3 SPAN TUBE SECTION 8 . N.T.S. VERT SECTION SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF ANCAHNG MINIMUMANGLE TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 6(r _ 123.6' 1352" 2 2 2 _ 3 4- r 101.7- 70&B" 2 2 25,4k 0.126' W 3 3 7' r 89.r 84.4" 2 2 12W 3 3 T r 60" 129.1" 157.0' 2 2 2 3 4' T 2NlrX 0.12.T 67 1148' 124.1" 2 2 3 3 T r 127 1026• 109.6" 2 2 4 4 10" 10° 80' 13B.0' 198.8' 2 2 3 3 r 7- Z'An 0.125' W 1227" 155.T 2 2 3 4 _ T _ 1w 123- 116T' 137.6' 2 3 4 5 10, 13• 60' 158.1' 240.0' 2 2 3 4 7' 10' TX10Y 0.1675 88" 140.6' 229.9" 2 3 4 8 10"- - IV, 123' 1322' 203A' 3 4 SPAN TUBE SCHEDULE NOTES: 1. USE x3 X1 4 R 'x ' ANGLES FOR 2'xS' & 2"x6' BEAMS. 2. USE 2"x5•x1/4° ANGLES FOR 2'XB" & 2"x10" BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 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. S. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, ANCHORS, ANGLES AND BOLTS), WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM.' 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. tm� u "'19W ��w31'D 15-2339 80 ANCHOR SCHEDULE: CONCRETE G OANCHOR = (Psn 2.5" MIN EDGE DISTANCE Scans Up To G-0" coNN TYPE Cl C2 C3 C4 CS Scans Up To W-3" coNH TYPE Cl C2 C3 CA I CS Spans Up 7p 12'-0" CONN TYPE Cl C2 C3 C4 C5 1/4" ITW TAPCON OR ELCO ULTRACON WITH 1-3/4- EMBED (3192ps1 HIM CONC) 43 16.0" 16.0" 15.0" 16.0" 16.0' 16.0" 16.0" 9.0` 13.0` 16.0" 16.0" 9.5- S.5' 8.5" 14.5" _ 53 62 70 _ 100 16.0" 16.0" 16_0" 15.0" 16.0" 16.0" 13.0' 7.S' 30.5" 8.5" 7.0" 4.5" 14.T! 12.5" 11.0" 7.5" 16.0" 16.0" 16_0" 10.5" 56,0" I6.0" 15.5" 15.0" 12.0" 9.S' 8.0" 7.5" 7.0- 5.5" 5,0" 4,5" 10.5" 8.5" 7.5" 7.5" 16.0" 15.0" 11.5" 10.5" ILL 15.0" 15.0" 15.0" 7.5" 7.5" 7.5" 7.5" 4.S' 4.5" 4.5" 4.5" 7.5" 7.5" 7_S" 7.S" 10.5" 10.5" 10.5" 10.5" 1/4' MILLENIUM MILLFAST WITH 1-3/4' EMBED(3275PS1 MIN CONCRETE) 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9.0" 13.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5' 53 16.0- 16.0" 31.0" 15.0" 16.0' 16.0" 11.0- 7.0" 10.5" 16.0" 13.5" 7.01' 4.5" 7.5" 75' 9.5" 9.5" 62 16.0" 150 8.5" 13.0" 16.0' 16.0" 8.5" 5.5" 9.0" 13.5" 13.5" 7.0" 4_5' 70 100 16.0" 13.5" 12.0" 1 7.0" 7.0" 4.5" 11.0" 7.5" 16.0" 9.5" VL 13.5' 7.0" 7.0" 4.5" 4.5" 8.0" 7.5' ID.S' 9.5" 13,5" 13.5' 70" 7.0" 4.5" 9.5" 7S" 7.5" 9.5" 9.5. 1/4- ELCO CRETEFLEX SS4 W/ 2' EMBED (3350ps1 MIN CONIC) 43 160' 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" 53 16.0" 16.0 16.0" 16.0" 16.0" 36.0 16.0" 10.0" 15.5' 16.0" 16.0" 1D.0" 6.5" 11.0" 14.0" 62 16.0" 16.0" 125" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.D" 16.0" 10.0" 6.5' 11.0' 14.0" 70 16.0" 16.0" 10.5' 16.0- 16.0" 16.0" 10.5"1 111.5" 15.0" 16.0" 10.0" 6.5" 11.0" 14.0" 100 16.0. 10.0" 6.5" 11.0" 14.0" 16.0" 10.0` 6.5' 11.0" 14.0" 16.0" 50.0" 6,5" 11.0" 14.0" 1/4" 11W TAPCON OR ELCO ULTRACON WITH 1-3/4- EMBED (3192psI MIN CONC) 1/4" MILLENIUM 14ILLFAST WITH 1-3/4' EMBED(3275pS1 MIN CONCRETE) Y V 141H EDGE DISTANCE Cl I C2 I C3 C4 CS Cl C2 C3 C4 CS I Cl I C2 C3 Gl CS 43 16.0" 16.0" 7.5' 8.0" 16.0" 36.0" 16.0" 5.0" 5.5" 16.0' 16.0" 9.01, 3.0" 4.0" 14.0" 53 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 12.0" 4.5" 16.0" 14.5' 7.5" 10.0" 7.5" 10.0" 62 70 _ -100 - 43 _ 53 16_0" L6.0" 14.5" 16.0- 16.0" 15.5" IZ_S" 7.5" 16:0" 16.0' 4.5" __ 4.0" ������ Ll-W 8.0" 5.5" 5.0" 9.5" 11.0" 16.0" 16A" 10.0" 16.0" 160" 16.0" _ I5.0" 14.5' I6_E 16.0" 9.0" 4.0" 14.5" 14S' 7.5" •7.5" 33.0` 9.0" �30.0" 6S" 9.5" 5A" 7.5" 11.0" 16.0- 16.0" 14.5' 7.5" 10.0" 14S" 13.0" 30.5" 7.5" 50.0^ 7.0" 4.0" 6.5" 10.5" S.S' , SS' 7.5" 62 16.0" 11.5" 6.0" 9.0" 16.W- 13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5^ 7.5" 70 L6.0" 9.S' 5.5" 8.0" 16.0" 11.5" 5.5" 5.5" 8.5" 30.5" 5.5" 5.5" 7.5" 100 10.5" 5.5" 5.5' 7,5" 10,5" 5.5" 5.5" 7.5" O � u 1/4" ALL -POINTS SOLID -SET ANCHOR W/7/8"EMBED & 1/4-20 SS MACHINE SCREW (300Dps1 MIN CONC) "� 1-1/4" MIN EDGE DISTANCE _. -. IC1 C2 C3 C4 CS Cl I C2 I C3 I C4 CS I Cl I C2 C3 I C4 I CS 43 _ 53 16.0" 16.0" 16.0" 15.0" B.5" 30.5" 6.5' B.0" I6.0" 16.0" 16.0" 16.0' 12.0" 8.5" 5.S' 4_0" 7.5 6-0" 16.0" 35.5- 12.5" 10.0" 6.5" 3.0" 5.0" 5.O" 4.0" 10.0" 7.0" 7.0" 7.0" fit 16.0" I1.0" 5.0` 7 0" 16.0" 12.5' 6.5- 3.5" 5.0" 10.0' 10.0" 5A" 4.0" 70 16.0" 9.0" 4.5" 6:0" 16.0" 10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 100 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0' 10" 4.0" 7.0" 1/4' ALL -POINTS SOUR -SET ANCHOR W/ 7/8' EMBED B 214-20 SS MACHINE SCREW (3000ps1 MIN CONC) 3" MIN EDGE DISTANCE Cl C2 C3 CS C3 C4 CS Cl C2 _ C3 C4 CS 43 16.W' 16.0` 16.0" 16.0" 16.0" 11.5" 16.0" 13.5' 16_0" 16.0" 16.0" 16.0" 11.0" 8.5" 7.0" 5.5•' 11.0" 9.5" 16.0" 12.0"16.0"36.0"10.5" 53 16,0" 16.0" 13.5" 16.0" 36.0" %16.0" 8.5" 1fi.0" 16.0" 7.D" 11.0" 56.0" 56.0" 8.5" 5.5" 9.5" 12.0"70 16.0" 16.0" 15.0" 6.5" 9.0"14.0"16.V' S.5" 9.S' 12.0" 6.0" 5.5" 10.0" 9.5" 13.0" 12.0" 16.0" 16.0" 6.5" 8.5" 5.5"9S"12.0"100 5.5" 9.5" 12.0" 1/4" POWERS SS DROP -IN W/ 114-20 SS BOLTAND 1" EMBED (3000PS1 MIN C01'IC) 2-5/8" MIN EDGE DISTANCE C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl 43 53 16.0" 16.0" 16.0" 16.0` 12.5" 14_0` 9_5" 7.5" 16.0' 14.0' 12.0' 16.0" 16_0 16.0" 16.0" 16:0" 14.5' 14.0" 9.5" 7.5" a.0'• 6-0" 5.0" 12.51 L0.0 8.5" 16.0" 16.0" 11.5" 14.0" 11.5" II.S" 7.S' 6-0" 6.0" 5.0" 4.0" 4.0" 8.0" 7A" 7.0" 11.5' 8.01• 8.0" 62 16.0" 70 100 16.(r 11.5" 10.0' 6.0" 6.5" 4.0` 10.5" 7.0" 16.0" 6.0" 12.0" 11,5" 6.0" 6.0" 4.0" 4.0" 7.5" 7.0" 9.0" 8.0" I3.5" 13.5" 6.0" 6.0" 4.0" 4.0" 7.0" 7.0" 8.0" 8.0" 1/4' POWERS SS DROP -IN W/ 1/4-20 SS BOLT AND 1' EMBED (3000ps1 MIN CONC) -_ Cl __ . C2 , .__. C3 -- C4 ..._. CS 3-1/2` _. _ CI MIN EDGE DISTANCE ._. C2 C3 C4 CS Cl C2 C3 Gi CS 43 16.0" 16.0" 15.0" 16-0" 16.0" 16.0" 14.5" 9.0. 13.5" 16.0" 15.0 7.5" 5.0- 9.0" 12.0" 53 16.0" 16.0" 10-5' 15.0" 16.0" 16.0" 10.9' 6.5" 10.5" 16.0" 12.0" 6.0" 4.0" 7.5, 8.5" 62 16.0" 13.0" 6.0" 1 12.5" Lmw 15.0" 1 8.0" 5.0" 9.0" 12.0" 12 .0O" 6.0" 70 100 16•' .0 12.0" 30.5" 6.0" 7.0" 4.0' 11.0" 7.5" 16A" 8.5" 12.5"6.5" 12.0" 6.0" 1 4.5" 4.0" 6.0" 7.5" 9.5" 1 8.5" SL" 12.0" 6.0 6.0" 4.0" 4.0" 7.5" 7.5" 8.5" 8.5" 912 SMS W/2"EYEWALL ARMOR INSERT W/ 2- EMBED (2000p51 MIN CONC) 2` MIN EDGE DISTANCE Cl C2 I C3 I C4 C5 I Cl I C2 I C3 C4 CS I Cl I C2 C3 C4 C5 43 16-0' 16.0" 11.5' 14.0" 16.0" 16.0" 16.U' 7.5" 10.0" 16.0° I6.0" 9.0" 4.5" 6.5- 5.5" 13.5" 10.0° 53 16.0" 16.0" 8.5" 11.0" 1S.U- 16.0" 11.5' S.5" 8.0" 16.0" 14.0" 7.0" 3.5" 62 16.0" 1S.0" 7.0° 9.5" 16.0" 16.0' 9.0" 4.5" 6.5" 14.0" 14.0" 7.0" 3.5" 5.5" 10.0" 70 100 16.0" 14.0" ' 8.0" 5.S" 16.0" 10.0" 14.5" 14.0" 7.5" 7.0" 4.0" 3.5" 6.0" 5.5" 10.5" 10.0" 14.0" 14.0" 7.0" 7.0" 3.5" 3.5" 5.5" 5.5" 10.0" 30.0" S W/ 2.75" EYEWALL W/ 1.5' rEl.E.MIN CONC) 43 16.0" ' 16.0" 1&0" 16.0` 16.0" 10.0" 14.0" 16.0" I6.0" _.._ 11.5' 6.0" 9.5" 16.0" S3 16.0" T"3. ' 16.0" 16.0" 16.0'WIS.OP7.5" 11-0" 16.0" Ib.O" 9.0" 5.0" 8.0" _.INSERT 13.0"(2000p51 62 16.0" " 13.5" 16.0" 16.0` 9.5" 16.0" 16.0" 9.0" 5.0" 8.0" 13.070 16.0" " 11.5" I6.0" 16.0" 8.5" 14.0" 16.0" 9.0" 5.0" 6.0" 13.0"lOD 16.0" 8.0" 13.0" 16,0" 8.0" 13.0" 16.0" 7 / COMBINATION .2yi�v`��$ 2 x 5 (TYP.) COMBINATION �V W I�nJ a IS L0 W oc x5 JTYP. 2x5 ITYP.1 W^'.,93 o�P3 J NW� NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING, SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE - C4 CONNECTION TYPE USING PIECE ® WITH OUTSIDE ANCHORS ONLY N 74n W T��SS ANCHOR NOTES: m 1. ONLY. ALLOWABLE STORM SHURTTERR SPANS FOR SPECIFICLOADS MUST BEG p) - LIMITED TO THOSE SHOWN !N TABLE i (Pg 1). ;= ° M v 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p THAN OR EQUAL TO SHUTTER SPAN, 3. SEE MOUNTINGM. SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. \� .5 D 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE c g BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER c ANCHOR TYPF�� EUUISED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION. PE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. o S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE � ONLY. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS 19 VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE SIDE CLOSURE PIECES. u 8• WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" ;I 4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL u HAVE PHILLIPS PAN HEAD OR HEX HEAD. 5 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN 1 1 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER § HEAD (SIDEWALK BOLT), U.O,N. a yG ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Ills 9d ♦ DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 0 NUT OR WASHER WINGNUT, WPAW FMI-BBBWWRE Lt. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO scale: - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAOe DesauPnoN: CONCRETE SCREWS TO HOLLOW BLOCK 0 pq��NNg90'y ANCHOR SCHEDULE: CONCRETE (CONY.) 2-3/16' MIN EDGE DISTANCE 3-1/6° MIN F. * i ". \� •yuL7�'•�y,, '1T x =1� LU ill s W b d Z �. Nn� ., 3 W� � ' ��3 '. pW �O w 0Og N r. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2-11r MIN EDGE DISTANCE w�Y Ag $FaX CONN TYPE CONN TYPE CONN TYPE $ M 9 7c_n0Mj 1/4" ITW TAPCON WITH m m 1-1/4' EMBEDq�1-� Em 3� �o 1-1/4" EMBED E 3S ANCJiOR W/ 1-1/4- EMBED Emlmm tt R e a � lam, f o h St €3€383 p��¢3¢3jj�1 IBM CW(RWFRWLBE*E-=0PE 15-2339 E 17000/l/l/m/m, SCALE: - mm m m PAGE DESCRIPTION• gANCHOR NOTES: SEE SHEET 9 FOR ANCHOR NOTES. O $ `j _ � ANCHOR LOAD (� EDGE DISTANCE Spans Up 70 6'-0" CONN TYPE Cl C2 d C4 CS Spans Up To 8'-3" CONNTYPE Cl C2 I d CA CS Spans Up To CONN TYPE Cl C2 d C4 CS Spans Up To 6'•0" CONN TYPE Cl C2 C3 C4 Spans Up To 8'-3" CONN TYPE Soans Up To 12•-0" CONN TYPE �m • ' omomm o©m©m momom o©mm©cam �mmoo©m0000momm©mo©©omo©ommoor�©�