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11 Mi s s' r t 7 '1",31 gy L F `-k t i<� ,� `•i y� �( #fi �� 3 n a f�°pp f 3 sob G �,�Y dd rxr {+` M f '` 1 ���z 120" BCIS Home ` Log In User Registration Hot Topics Submit Surcharge s Stats&Facts Publications FBC Staff BCIS Site Map i Links Search „ I Product Approval USER:Public User d�-b r Product Approval Menu>Product or Application Search>Application Lis[>Application Detail i is I x s 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 330 tr- (954)493-8551 ,I_. tomj@tc-alum.com IN L Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-99997] tomj@tc-alum.com f: Q�i17 Quality Assurance Representative JUN 3 G=•8( Address/Phone/Email PE{;MIIPlG- Category Shutters St. Lucie GOL.nw, FL Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed P 9 Florida Professional in Engineer L 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 Indeo 2.odf FL13757 R5 COI Indeo 3.odf FL13757 R5 COI Indeo.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2006 ASTM E1996 ?005 ASTM E330 20002 TAS 201 1.991; TAS 202 1 Q 9 4 TAS 203 1 9 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv Equiv 2.Ddf FL13757 R5 Equiv Equiv 3 odf FL13757 R5 Eauiv Eguiv Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Produ cts 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.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 FL13757 R5 AE Eval.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Stream line Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwa 2.1)df 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 R5 AE Eval 2.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwa 3.1)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 R5 AE Eval 3.0f anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Stat men ::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 notsenu 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�tApppppprr�oval Accepts: Credit Ca"d r Safe 6 .8 STREAMLINE SHUTTER M7P�D0,P.E. °° ANN `' GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT[VALUATION REPORT FOR MORE INFORMATION. 2. POSIT'VE Ai;JD NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE i REQQUI.,EMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE -TOP TRA?ffl� �V FLORI.A BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN \� PRESS;4 E CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w=••x 3. TESTI:.G WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM El 886/E1996/E330. >u�w 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 [9 L LD LD B SHEET(FACTOR. ' 5. THI �'fSTF.M HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND - � �o� ZONEE,.IN-,ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL w CRITE;.IA 16 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 3 E q 6. NO II1.JREASE'1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND °i a LOAD':ORATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. �d O w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE v° �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 m SHALL BE USED. z S. T i:E SYSTEM CETA'.-LED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N g G SITE. 8 9. THESE INSTALLATION T-NSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q R ' y k 6IG15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w 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 H ¢M VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ewd THE STRUCTURAL SUBSTRATES DETAILED HEREIN. "0^ 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �� °� r!DOCUMENTS, O za z,y- g 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION eorroM u< � g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND TRACK \ e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE ��.,(E DEVIATION,.ASA CONDITION TO THE BUILDING OFFICIAL GRAWING HIS HER APPROVAL. LOCKING MECHANISM,SEE ) 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F�LLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 INFORMATION; TOWN&COUNTRY INDUSTRIES P FORT LAUDERDALE FL TYPICAL ACCORDION aS MISSILE LEVEL D-ASTM E1886,E1996&E330SHUTTER ELEVATION TAS 201,202&203 FLORIDA BUILDING CODE APPROVED TABLE 2• i 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. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 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 NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES ' g " 17. TOP AND BOTTOM.DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER e° visa 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL D:MENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE B 21. ALL S�FEL.IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 4 . 23. SEAQNT SHALL BE UGED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-3/8" 1-518" a� TiBLE 1: 99" 3-1/2' 1-718" 3-5/8" 1-7/8" c � TABLE 1 NOTES: 120" 4.118" 2" 4-1/4" 2" SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION e A.CCC?�'1ilC:€ .i;T,7EF? 144" 4-7/8" z" 5" 2" ggg SHUTTER SPAN SCHEDULE"ABOVE ARE e 't > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: k5 e �p�'' �'HE=JU1-E 1. HVHZ:DEFINED N MIAMI-DAD LOCATIONS COUNTY AND R THAN M AMI-DA ELCOUNT AT EACH RESPECTIVE SHUTTER SPAN. cavrEx;rR IRNaILBF.aWiW P.E -T---- 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2• FEURT VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY VCO1Ti1'E NEGATIVE FCb'RTIST�.- I SHUTTER DESION DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN *PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: .E DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PACE DESCRIPTION: P•rl _ MIDSPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' u 99" _ 70 70ABOVE GRADE. of 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 43. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14 _-� 40 E1996.09. 3 _�_ . .• '112„57YEO�d�'JAA7:rrJ,/AR;0,P.E. PROJECTION VARIES 2.874" 4.874"MAX, -0.115" 0.080" "r 0.062" 0.450" 0.080" = - o 0 4.125" 1.708" 0.100 . `--1.830" 0.062° r'• A. *'• u* •. ry 1.708" 0.100" i1 ---1- i_. 0.080^ 0.063" tJ 0.496" 0.195" - N"' 0.195" I L 0.060^ 0.060" N 2.820" 3 TE �.'> --i- 0.070" x', t in 0.125" - Y in 0.630" ..� 0.630` -0.062"., 1.993"� }-1.908"--} rrri • M z 0.630" 0.062` 0.630° 0.062" ^, --1- l 0.143" I 0,096" �i S -i+-' ^• .069"-{ 4.971" 0.471"-� 0.143, f/// a; 0 060" 1. 70"� 0.630" P� 1� .. C 1-1.069" Q.06200" 0.062. 6Q. 0.06" 0.630" 0.06 0.062 t'n L w a IJ j44J{[ �,Z ng SUPPORT LEG OPTIONAL 0. 062 "-� 0.062" D° Wi17 1.069" WW 5.745"MAX. 5.745"MAX. q Q WALL )BUILD OUT WALL )STREAMLINE CEILING TRACK STREAMLINE WALL TRACK 5 HEAVY HEADER/SILL LITE HEADER/SILL w y: SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE -+ a WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL G' ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875" r` 2.195" 0510" 2.195" 1.230" 1.229" 5" 0.060" uyr'8BS4 R o a limas°q 2 x362 2.655" - 4.84" 69" 0 �.831" ": 4.514" 1.069" lOS" 0.075" 1¢ E75" �E NOTE:TESTED THICKNESS OF g 4,510"�-------� }_ 0'D7 3.506"----_ � BARE METAL W/O PAINT IS 0.439" � f SILL Og SILL ADAPTER OEXTENDED-SILL 1p EXTENDED SILL ADAPTOR }} ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLA�BLADE �Q SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE F ' LL (tt oa Will 1.708 0.080, 1s7a" o szo" Q&o S �v l€� tig 6.590 .0.341" 06. 0.070" 100.143"0.143" 0 0.245 708"-- 0143 0.096" 0.060 0.080" - $ ( � .4.753" a 0^090" x.510"- } ci 0.09b" II i-0,180" 4 I 0.060. O.C44" 0.227" 0.682" 0.630" 0,060' Corrwmtt PRVIXLBU7LVNOPP 0.693' 15-2339 NOTE:ThICKNESS OF BARE 2.822" _..� f--0.420" SCAM yj METAL W/O PAINT IS 0.039" 1.625" f;t��„_ETIoO�S{R2PT ONj 15 6,8 STREAMLINE STACKa RADIUS CEILING HEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP 186 WALL SILL rw SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALES HALF SIZE oe�9 A Y ' r _- `\��1 Eao Ey anti%j7j7ae. _ 1.954" -{�-0.125" 0,614�SO�.l " S STEEL r.2 "•�-� �0. NYLON WASHER OR `,•�(; '''L�� "� ALUMINUM ""•y>:} f / OF p5U" {I-'}0.357" J� HOLE d �"' 0.276° D. #10 x 7.-3/4"410 HT S.S.NYLON y ro SCREW W/TC ULTRACOTE 0.591"0.880' u INSERTS 0.05WHEEL O O.it 20'� INTO COATING "'��y1.100'- x-0.240" TRACK (TYP TOP&BOTTOM) N0.062"t 1 'Al 1-1 1 NYLON BUSHING W1 WASHER: I+I--L Q jC "s5 1 TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0.154"-I 1'0.137" 777tu 8 Ij b F-- "•--S'MAIC' -1 INSIDE JOINT AT TOP. 0.870" 7116"0 x i"@ INTERIOR JOINT BOTTOM 7 1 I j 2'•a CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ WXX ;19. ANGLE HOUSING-ZINC DICAST,POWDER COATED )U ti W w SCALE,HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT [h{� a ug d SCALES HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE.HALF SIZE Z u Cl Cl w r, OR KEYITNUMB TURN OPERATED INSIDE. W N W 3 b 1-1 x^p* ._w 23 BRASS PUSH LOCK N g Y SCALE,HALF SIZE pow.. N R0.155" Z.000"" I T� „ 2.978 7424.000" 0.236" 1. 306�07N l„nM In ^m• 0.2 86" 1.16203° 0.2667" " 500 0.623^ 1.710 ..231' 0.52.319" m 0.790" 25" ;0. T m .6, " 0.250' o ITT I- 0.239- 0.224"4gq . 0.496" 0.2�0 2. ppo 3.47zaRAINGUAD DECORATIVE FLOOR TRACK 4"27 o08 . . 1 .062" -0.17SCALE.HALF SIZE 1.003zu Grnrua . UNIMATE LOCK MALE BOX CENTER ania FEMALE BOX CENTER £w 4 SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE v -11-0.062" ))!_ m ' Y� 5.500"x 13/16"WIDE }-F0.400" 7116"0 STAINLESS 'A T.167" STEEL NUT �-F--•--�.- � � Oil. 0.438" n i� Otte" 5/1G STAIN STAINLESS _ 5/16"0 INTERNAL n 0.121" o -'�'• I .SCO"^-- I"-}0.689" POWDER COATED,ZINC DIE-CAST THREAD M '' o o HEAD STYLE VARIES J_ S.O50"1 � SECTION A O T-LOCK ADAPTER T-SCREW INSERT 38 THUMB SCREW :)Q TP,N.C•DE'_ ZQ22 36 37 400 406 40 e,C"..3Ttcxl.SYS04S (OPTIONAL} SCALE:FULL SIZE SCALE:FULL 512E �^,, 0 0.254" 'v SCALE,HALF SIZE 0.319 E `;"'BOX LOCK N 1..- END STRIP 1" o 5 �S�� 't _..L`:.HALF SIZE �-2.000"-� 2" & 3" EXT of NI �-1.625" f-1.500"^-1 0.225" 't 1-0.125"SCALE: HALF SIZEvl b �'tw 0.050" 0.093" b +ppp k� 0.125" F flip >Io T. 0.065" 0.125" CrPTR*ITFRvec4w+RUDOPE j o o.g93^ m I5-2339 0.250" (I 0.485" m •^`• `-.�_..._.._._.._.-..._.--,...�y L SCALE: _ PAGE DESCRIPTI6N: ALT. 1" END STRIP 1.5"x3"x0.093" ANGLE 2"x3"x0.125° ANGLE .y M 20 21 25 ��;:�?_'_..:_',` LE t 0SCAL&HALF SIZE SCALES HALF SIZE SCALE,HALF SIZE ANY ANCHOR PER ANCHOR EDGE DIST, (}f[9�1•,�,/��n1/i/� SCHEDULE @ 18"O.C. EXISTING GLAZING DIST. Z, ,•Ol/T'j��Y� '! ��� OlW F U N SEE END STRIP SCHEDULE FOR p A .ANGLE EMBED p�p SPAN WHEN USI ' [[[555 LEG D RECITON °F 20,40a,40b OR C, EMBED, 17 ,~,. (INTERIOR) II II o ° I- 1/4" OR 6,8 STARTER TA T� 17 17 MAX. WITH 21 OR 25, a: ,�(V- _41II- MIN.0.062"THICK 6063-T6 ALUM. EDG L 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 /// (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ . �©8 ANY ANCHOR PER ANCHOR (2)ft10x1"SCREWS AT >U LL L9 vi SC)IEDULE @ 1B"O.C. CORNER,TOP&BOTTOM;AND [ Q W '- 13 13 13 AT TO 6,8 STARIER W/ u m Q Z a 13 C12 x 1/2'GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR Z S.S.SMS,3/16"0 ALUM.POP '0 L 6.80"(TYP,) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W -I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ IS-D.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"D.C. 3 r 3 (EXTERIOR) 5/16-18UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In 3 INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ w FROM SO OM OF SHUTTER,RECEIVING END STRIP SCHEDULE SCREW BOSSES: .g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO a E. SCALE:3"=l'-0•' 1"HEIGHT. PSF SPAN 1"1310(2.7)^ 62 108" 7 00" USE(i)BRASS PUSH LOCK ® --1822- 2 80" OR(1)5/16-18 THUMB 2 75" SCREW I 0 THREADED LOCKING DETAILS FOR 2"BIO(3.7'� 62 95" SEE END STRIP Y INSERT (37] AT 1/3 SPAN CENTER MATES 72 86' TO 2/3 AN FROM SHOWN ON RANDOM ® 82 3'• SCHEDULE FOR MAX. pBOTTOM OF SHUTTER. 30 SPAN WHEN USING o g d' 3EB-MAX HOLE SHALL BE 13 DETAILS 3"B/0(4.7"J 72 79. 4�C 20,40a,40b OR 40c, �° c 1"HEIGHT. 30 ® 82 -9 OO F. 1/4" OR 6.6 STARTER y L o r, ALT.1"010 62 110" q MAX. WITH 21 OR 25. c_5a p m xo 112 75- �40 40 USE APPROPRIATE z�` 0 32 STARTER STRIP TO L�7 a - - 1.5"x3" 52 87„ 40 20 PROVIDE CLOSURE f p 4 13 x0.093° FOR ^-� p u 3 57 83" 60 81" BUILDING CONDITIONS. sl 64 FASTEN STARTER STRIP o g (INSIDE) 73 .—3r_ TO TRACK W/(2)010x1" v rr� 2"x3" 45 139" SCREWS AT CORNER,TOP ZN I S1pL� x0.125" —37— 129; ALTERNATE END STRIP DETAIL &BOTTOM. O a 130 SCALE:3"=1'-0" ANY TRACK W/SCREW C _ B4 ��s, BOSSES. IL�1 70 111' 73 109" LL SILL S: g FOR GREATER SPANS OR LOADSTHNI I W SHOWN IN END STRIP SCHEDULE,END j H I 5T RI PS REQUIRE A I'X1^.090'CLIP ANGLE EXISTING GLASS H 7 In 1410 SPAN USING ANYANCHOR ON THE LL O V) 13 ANCHOR SCHEDULE6014x1/4-TEK O SCRE\V OR 1/4-20 BOLT TO END STRIP. Q = I USE(1)BRASS PUSH LOCK 30 Z USE(1)BRASS PUSH LOCK i���}� `�bK OR(1)5/16-18 THUMB �FU OR(11 5/16-18 THUMB (INSIDE) SCREW INFO THREADED 30 13 d � INSERT DO"T" R%3 SPAN SILL Y INSERT 07)AT 1/3 SPAN Y D. 3 x �� TO 2/3 S N FROM YvI TOTT3M OF SHUTTER i a BOTTOM OF SHUTTER. OUTSIDE RECEIVING HOLE SHALL BE ( ) 0•y 3/8"MAX WIDTH,UP T 1' HEIGHT, 23 G >! x O TYPICAL OUTSIDE CORNER CLOSURE g s`. CCl DETAILS WO/CORNER POST ——— ———— x — 35 30 13 30 00PfAlGHT FRNttL.EEh71MD0 PF. 13 \ 31 21S SILL 13 29 (OUTSIDE) 15-2339 E USE(1)BOX LOCK AT 1/3 SCAM SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: ry BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREF�j a99 y CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTSE P, SCALE:3"=1'-0" V .I Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE ,•�'t !�"7,ACING 7' MAY. ° ,r'—`� Cl CONNECTION TYPE 1/4-20 MACHINE BOLT = \ REFERENCE ANCHOR 1/2' W/NUT @ 12"O.C.OR \ SCHEDULE FOR MAX. #14 SMS @ 6"O.C. "k / l SPACING—'7,/ 1�2" (TYP.TOP&BOTTOM) �tV Mi•^4/, 2 FASTENERS ALUM. TUBE irrir"'/ IaA l_z EACH ANGLE 6063-T6 ALLOY +' I{ �_ 5 R b ORl 11, 4 SEE TABLE A FOR SIZE. /// i -� U C3 O 9-R 6 J zwi 1 ier{Mike y�b T'x 2"x 1/8" ' ALTERNATE THRU DOLT -o Z� w U�6 d C1 CONNECTION TYPE a OR 2"x 2"x 1!8" ° ° REFERENCE ANCHOR MK GLASS w d 6"z 6 ALUM.ANGLE " SCHEDULE FOR MAX. SEPARATION 13 I- m z tM m§w a 9� 13 I SPACING PER TABLE !-� L.;Lu} m THREE 3116"H ALUM. ° r 1,f GLASS VI VI a m W POP RIVETS OR I ! 'tA w' � 3 DR DOOR THREE#12 SMS,TYP. ° 17 �...� Q=Cc~ Wo w m Y 3/16"+A ALUM.POP .r I W 17 RIVET OR#12 SMS A( �, L 7 / „o ff @ 18"O.C.(TYP.] 4 - R1✓A ^�• 5 0 6 OR z O a TABLE A(co) \ / rF 10� PRESSURE VS ALLOWABLE"LENGTH 2°x2"x1/8° 3"x3'x]!8' MAY USE MALE OR PSF No 8/0 R.8( FEMALE LOCK-SLAT w rr r 114"MAX.FROM PIN I �� 82 130" 188" 13 - ALTERNATE THRU BOLT :+ GUIDE TO BUSHING E C5 CONNECTION TYPE Cl CONNECTION TYPE WASHER(TYP.] w ^ I 72 124' 179" TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR (• L.-� 02 115, 172• CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. II I 19 � i I i I F14x3/4"SMS @ 9"O.C. I-1i Po SPACING 1 y 92 14" 165" L___J/ N tot Ito" 160• -- J ANGLE TO TUBE CONNECTION =r� M 2"x2"x 125., 120 Ipq^ tqT .).. EXISTING HOST EMBED. 6063-T6 ALUM.TUBE Ise TABLE B(cca) _ d m 9T 13P STRUCTURE 200 89' tlq^ PRESSURE VS ALLOWABLE IEN('fN 5 CONNECTION REFERENCE ANCHOR z¢ III a"x2"xf��8/08' 3'x3"xit8' EDGE DISTANCE SCHEDULE FOR MAX. E PSF WITH WITH 6j0 SPACING —�'"'�' �r 8 62 tt3" 166" n g i N Io7' ts7^ FASTENER @ 1e•'O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION Illsss�����,,,���rrr 102" 147' (USE ANY ANCHOR SHOWN SCALE 3 1'-0" Q3 g IN ANCHOR SCHEDULE). 1° P 95' 139' 90' 132' 83' 122' Oc 74' 109' 0: 1-J 64" 94' F-4 M�K 2,.x2"x - 13 P. X 0 .090"6063-T6 MN GLASS 3/l6 RIVET OR#12 5M5 ix y ai ID"O.C. OR 1/4-2 ALUM.TUBE TVP. p j PEERR TABLE m o to o a b e ° NUT&BOLT(T'YP.]• 17 � 2 7C o z m 3/16"0 ALUM.POP GLASS ALUM. 1UBE RIVET OR 012 SMS Y g OR DOOR 00, 6063-T6 ALLOY @)1B"O.C.(TYP.) E o. f 2"x5"x118" v E SEE1A.U..B FOR SIZE, a 9 $ 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE INSIDE 3 1"x 2"x.093"6063-T6 OPTIONAL ANGLE '^ THREE 3/16"0 ALUM. ORIENTATION TYP. 17 ci 6 e ALUM.ANGLE,TYP. i? w o POP RIVETS OR m g 17 HREE 012 SMS,TYP. w o a 1"x 2"x 1/8" 4 CONNECTION TYPE �er E 1 J OR 2"x 2"x 1/8" E REFERENCEDULE ANCHOR MAX. «d B .�5. .ALUM.ANGLE SCHSPACING C YWAa FPNMLBE12LV9a VE USE MALE Dl FEMALE LOCK-SLAT BLOCKEXISTING CONCRETE. 15-2339 13 13 BLOCK OR WOOD FRAMING SCALEf - EE INSIDE SILL MOUNT SECTION PAGE OBSCRIPIIGRt $ 012 x 1/2"GALVANIZED (OUTSIDE) SCALE,3"-1'-0" �Ch TYPICAL CJRNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM. SIDE CLOSURE OPTIONS E�9 POP RIVET,OR 1/4-20 SCALES 3"=1'-0" NTS MACHINE BOLT&NUT @ 18"O.C. 1 N{yP P.E. C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING o46nIN I/4i z J SCHEDULE FOR MAX. STRUCTUREq^,`O'�� � SPACING 5"MAX. GLASS ¢p w^ GLASS w Cl CONNECTION TYPE 1/4-20 MACHINE BOLT DR ODOR H V N r OR DOOR w w>> REFERENCSCHEDULEEFOR MAX. 19 014 SMS 12";COR jQZ~ I~•�=❑� SPACING @ ' 13 =w a w MN 13 ==w=� 1/2" (TYP.TOP 9,BOTTOM) .. T Gm 1/4"-20 THRU BOLT W/ GLASS X w w m EPARATION M oo o w LASS u G /2" O o l� LOCK NUT 12:'O.C.OR EPARATI Q=w Q #14 x 3/ SMS[al M. O.C. PER X z❑.4 �° E h F- OR 3/16"0 ALUM.POP Q w Q Lu a 12 x 1/2"SMS(la 12"•O.C.E.S. PER l7 h TABLE 2 Jon p v_I S OR 6 OR/ , OR 3/16!o ALUM.POP TABLE 2 Z h RIVETS Cal 6"O.C. OR 1/4"H E w w ❑ BpR�JJ / w ALUM.PDP RIVETS CA 12"O.C. C RIVETS Col 6"O.C. E.S. J N ¢ w u IIu T �'X R 1/4"0 ALUM.POP RIVETS / 11 AND 3O h w )U LL w [nl 12"D.C.E.S. 1/4"MAX.FROM PIN MN.GLASS w F-J Q U i / 1/4"MAX.FROM PIN ASSEMBLY GUIDE TO 5 1NG SEPARATION 13 F. » L-14 y z g O9 AND 10 1/2"TYP. w ❑ Z w a GUIDE TO BUSHING WASHER(TYP•) in PER TABLE 2 F' N w w Z ry O 4 ASSEMBLY WASHER(TYP.1 m GLASS tt =Fzum w / 1/2" 1/2"TYP• EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOIL OR—II w o w Q to 6q w BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u Q Z o�Q F- w W 3 y 8 w / SCHEDULE FOR MAX. o il o 4 CONNECTION TYPE DIST. F m w" �. REFERENCE ANCHOR SPACINGEDGE u w .+❑ DST. SCHEDULE FOR MAX. Q a n SPACING AS SHOWNZ-Cw 3 CONNECTION TYPE IN DIAGRAM ON PG.9 0 of 5 OR 6 pR Gi REFERENCE ANCHOR EXISTING CONCRETE, w ❑ 9O 6 ren SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN SPACING.ALT.FASTENER / / ® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING g BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP.) w Y FROM Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. U PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE `T1SPHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR Np- '❑M SCALE:3 1'-0" EXISTING CONCRETE, SPACING SCHEDULE FOR MAX. �1 0 0 M 6 / BLOCK OR WOOD FRAMI EMBED. 1_�z_3 6 m BUILD OUT MOUNT SECTION O u Q TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" 8 BLOCK OR WOOD FRAMING a EDGE DIST EXISTING 3 0 m NOTE:FOR DETAILS A, B,D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o REFERENCE ANCHOR 5 CONNECTION TYPE 19, o A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. REFERENCE ANCHOR a' MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX, r�o b USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING L 7 ry OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" Vl R ¢ w h w _w - p 8 GLASS w F-j w ❑ OR DOOR MR h t w 812x1/2"SMS " 'BASS 13 = aww wwru La 12EPARATI m J W ] 66 wwth--w O.C.OR 3/16"0 ALUM. PER v=i 0Nm Ind 13 P. Y°€� POP RIVETS Cal 6"O.C. TABLE2 X ❑zFa- GLASS OR 4MR GLA ❑zw=Wi 31 j www OR 1/4"H ALUM.POP Q O:Q DOOR— N h z u m ' $' MR GLASS 13 z F Z u m RIVETS @ 12"O.C. F u PER TABLE 2 z o w F m SEPARATION wo0wQ w Xw¢z o � 8 PER TABLE2 XwIrz~ OT AND© W J4N - 1/4-20 S.S.MACHINE Q J O Q 1/4"MAX.FROM PIN SCREW&NUT Cal Y w a ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING ' 12"D.C. d TYP. WASHER(TYP.) U F GLASS ❑ QUI 6 C,R DOOR 1/4"MAX.FROM PIN E; 1/4"MAX.FRN m w X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2 WASHER(TUS YPOMHINGPI X S 6 g WASHER(TYP.) EDGE REFERENCE ANCHOR O R S a EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C0F1R0ffFRWLBO0WID0 PE. BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECT70N TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: "x 3"x 1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PACE DESCFUPTION, - c 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, POP RIVETS 6"O.C. LOCATION.FRONT AND MAY BE REVERSED SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING _ SPACING O° BACK ANCHORS NOT REQ'D IL S SHOWN DASHE01 OR 1/4"H ALUM.POP WITH THIS LOCATION OWALL MOUNT SECTION RIVETS Cal 12"O.C. O WALL/BUILD OUT O CEILING / INSIDE MOUNT SECTION P SCALE.3"=1'-0" SCALE:3"=P-0" SECTION SCALE:3"=1'-0" O Y MN BASS lL F.�Q IYI 14ROO,P.E. GLASS SEPARATION z OR DOOR PER TABLE 2 13 O m,1'FE I,//// n 093 w Ou u GLASS OR 3� I•!• j 7 F_u.4 DOOR <Z GLASS OR O. W a DOOR MN.GLASS X m N SEPARATION ' Q 2 MN GLASS m w PER TABLE 2 vn'v L I-F SEPARATION Z I- PER TABLE 2 w P-QFy •;�VIS~ // ti Vf w ~ Vl=~ //// J �j - N too= ? yZC3 p1 13 Qw�M 13 LL9 X QULJ 'E�3o /2" 1 E w u z Cl CONNECTION TYPE X w¢w 5 $w o I.1 - 1/4"MAX.FROM PIN GUIDE u Q REFERENCE ANCHOR Q -1 O z Z ry q TO BUSHING WASHER(TYP.) 2B Q N SCHEDULE FOR MAX. f u Q Lu w um TWO 1/4"0 WOOD .250" SPACING Q N 3 3 LAG SCREWS(Rl 24" �C4 CONNECTION TYPE 7' Ut w rn 3 O.C.MAX.WITH 2" REFERENCE ANCHOR ,i.> 250 lu THREADED PENETRATION p SCHEDULE FOR MAX. "T"INTO CENTER OF 2X STUDS /� G SPACING /O H I!I IB a N JJ B EMB."T' 14 SMS @ MIDSPAN BETWEEN w _ STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE / G ' PLYWOOD& TUBE CONNECTION STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W SCALE.3"e 1'-0" SCALE i 3" 1' 0" y$ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. = - O WALL MOUNT SECTION THIS DETAIL MAY SCALE,3"=1'-0" ALSO BE USED 1�7 o� m AT TOP O z� m r` 0 � U O � F_w .S o o ACCORDION SHUTTER Ix E 3 g 3 PER PRODUCT APPROVAL FwIx - o -GLASSHIM.GLASS W a c p m 1P SEPARATION3 OR DOOR 1 D N If PER TABLE _ R EXISTING WOOD IG=0.421 APPLICABLE AT TOP Z N • a S XZ TRUSS OR RAFTER I AND/OR BOTTOM Q a X Q P 24"MAX.O.C. 2"OR 3" S ut L Val EXISTING FINISH MATERIAL g 1/2"MIN.- n MAX,FROM PIN GUIDE 2"x 5"x 1/B"6063-REE T6 TO i i i I o a tl@ uU TO BUSHING WASHER(TYP.) 2"x 3"x ye"x CONTINUOUS OR 2.175" 3 6 1/4"TILE ITYP.) 1/4"0 WOOD LAG ALUM.ANGLE W/T GOGI-TEAH IF 2°x 2"C A WMMUM ANGLE V CONTINUOUS- 1" FINISH MATERIAL SCREWS WITH 2-3/4" w u S 3/4"PLYWOOD MINIMUM THREADED pENETR."T"IN WOOD § y r 0.9"MIN.THICK 6061-T6 ALUM TRACK X �� —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5 6 FASTENED TO ANGLE WITH 1 4-20 E .�, OR 5/16"0 A325 GRADE THRU BOLT(la 12"O.C. 24"O.C.MAX.WHERE & ANGLE FASTENED TO / MACHINE SCREWS AT 3"FROM ENDS ANGLE EXTENDS BEYOND g EXISTING 3 KS!CONCRETE --'- GALV.OR S.S. i AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN m a � HOST STRUCTURE WITH .1. 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 3 !/,"0 FROM. M.E DS BACONS AT A w EXISTING CONCRETE HOST 5"D.C.W/1-1/4"MIN.EMB, 1-w g I 3"FOR BALANCE AND 4"O.C. '' NEXT TRUSS. 2-1/2"h1IN.- STRUCTURE(3000 PSl MIN) ;: OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/e" W w~J a IF FOR BALi�NCE WITH la/a" MIN.EMB. IN WOOD SG=0.42.TO 0.55, 3 MIN EMBEDMENT AND 2yi"I MAX.bESiGN LOAD AT 5'-0"h1AX SPAN: ` =F-Z u m Z S 1e 5 EXISTING CONCRETE, c$ 13 w MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR STAGGERED WITH 3"MIN.I MAX.DESIGN LOAD AT 6'-0"MAX SPAN: M 0 0 M Q COPIImWFR-ALBFRUMOPF. WOOD FRAMING.SiSEE 2"x 5"x 1/B"CONT. X w a z I-- SPA^LNG,TYP. t 52 P.S.P• ANCHOR SCHED. �r ALUM.ANGLE(6063-T6) Q O Q 15-2339 E BASED ON TYPE OFF a 1K ,, BUILDOUT MOUNT STRUCTURE U w SCALE: - - v SCALE:NTS (MAX.DESIGN LOAD:72 P.S.F.) Q PAGE PESCRIPnoN: F PASS THRU DETAIL Hb SCALE:3".1'-0" O TRUSS MOUNT SECTION g SCALE:3 1'-0" EXISTING HOST ALT,LEG DIRECTION1/4 AL POINTS SOLID SET ANCHORS WITH 7/8"I4IN Kxp�' IN nlllnly)9//'/r.e.STRUCTURE12"MIN FROM EDGE OF ACCORDIONEMBED IN CONCRETE OR HOLl01Y BLOCK,3"MINIMUM /ROUND WINDOW 'EDGE OF SHUTTER #SHUTTERBLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE `TOPOR BOTTOM AX (2)6063-T6 ALUMINUMI 1' 999p ANGLES PER BEAM END,SIZE 1/2' PER SPAN TUBE SCHEDULE EMBED. _ SPAN TUBE PER DESIGN SCHEDULE -Oo ACCESS HOLE :..p- 4ATgr- EDGEOF ACCORDION i Z 1/4-20 MACHINE BOLT W/NUT @ v3.5"MINSHUTTER BLADESE u 12"O.0 OR#14 x 3/4"SMS 6"OC. tr� �TYPICAL �,�CW.-,`Ci��Mg_4'i�flq*�:��CI 3"MINI>lU 2.875"6 HOLE(TO RECEIIE DISTANCE Z EDGEC fn Qc ROUND WINDOW ASSEMBLY) MIN.GLASS In~ U =m 8 w.O� MAXIMUM OF 3-WINDOWS EXISTING SEPARATION 73 w O Z .moi❑ PER EVERY OTHER BLADE GLASS OR a o W DOOR O u N v`ti 3 Y LL LI WINDOW ok 3"MIN u� oWP N.T.S. EXTERIOR ELEV =O DISDTANCE r1/2"MAX w .moi O a Z�m 5 6 IN aK _ S 00 L9 3 16 1/4"MAX.FROM PIN GUIDE v1`i ti o O TO BUSHING WASHER TYP, m a 1/4-20 MACHIN E BOLT W/NUT @ w ri N 1/2" ACHOIE 12"O.0 OR#14 x 3/4"SMS 6"O.C. 2RECEI HOLE TO SPAN TUBE PER `a RECEIVE ROUND EMBED.- DESIGN SCHEDULE "'1ffVVV 0 WINDOW ASSEMBLY j 1/2" (2)6063-T6 ALUMINUM �a Yprt.X. ANGLES PER BEAM END,SIZE EXISTING 1 PER SPAN TUBE SCHEDULE m HOST 1/4"p THRU BOLTS SEE BEAM z•E m STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS Z 1y n 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m p o EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM = z 0,125" SPACING,AND 3"MINIMUM EDGE DISTANCE w m0.032" 0.032"0.125" L - c p E / - MAX.DESIGN LOAD=k 72 PSF . o 5 c° 0.196" /� r3 SPAN TUBE SECTION R N.T.S. VERT SECTION 3 45e / LO. S F / \ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF ANCHORS PER NUMBEROF ° Z ROUND TUBE SHUTTER SPAN THRUBOLTS MINIMUM ANGLE ANGLE LENGTH j + f tg WINDOW SIZE SPAN ._ ____ Ina ASSEMBLY TOP BOTTOM TOP OOTTOM TOP ,OOTTOlA TOP BOTTOM �° 2 / m TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 80' 727.8' 175.2' 2 2 2 3 4' 7" �g6 1 BG ... _..__ _..-_ gg�I 2'k551 98" 101.7" 100.8" 2 2 3 3 7' 7"- 4�� 123^ 09.9^ 94.4" 2 2 3 3 7" 7" � 60" 129.1' 157.0' 2 7. 7. 3 4' 7•' S S 2'16"x 96' 114.8' 124.1" 2 2 3 3 T 7" o a '• V 0.125' 123" 102'8" 109.6^ 2 2 4 4 10" 101, ' 138.0' 190.9^ 2 2 3 3 7^ _ 7^ g 02.675" (x13.250" T�0.188" � � 0.125' 96" 122.7' 155.7" 2 2 3 4 _7 10' ,6b ' 123" 115.4' 137.6' 2 3 4 510" 13' "s7 60' 158.1' 240.0' 2 2 3 4 7" 10" p1 `fie X93`8 1 2'x 10"x __-.. .._- "11 to $p@Ny#y I!• LIGHT WINDOW \ �/ 0.1875' 140.6 220.9" 2 3 A 0 S n € 68 2 e, / 123' 132 2^ 203.1" y, W:i..S. SAB:C PI/1STICS SLX.1431T-UL-94HB \ _ / SPAN TUBE SCHEDULE NOTES: CCPrFWFRWLBEKq'J=VE. 1. x3 xl A 0 4 x"z "ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. SCALE: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PACE DESCRIPTION: E CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND / BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °99 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS b \ R / N.T.S. \J EXTERIOR ELEV ABOVE AND BELOW THE BEAM. r 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. .Y ANCHOR SCHEDULE: CONCRETE 2.5"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" LOAD CONN TYPE CONN E CONN TYPE i ANCHOR .� (Ps) C1 C2 C3 C4 CS Cl C2 C3TYPC4 I C5 Cl I C2 I C3 I C4 I C5 l 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" 9.5"1 5.5"1 8.5" 14.5" 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"1 4.5" 7.5" 10.5" �•• OTFN F+/,t� EMBED(3192ps1 MIN CONC) 62 Ifi.O"as. 12.5"16.0"16.0" 9.5' 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" ep 70_16.0"13.0" 7.0 11.0"16.0"15.5" 8.0'_ 5.0.' 7.5" 11.5"15.0" 7.5" 4.5" 7.5' 10.5" 7 /�8 COMBINATION ///0 A q 100 15.0" 7.5"1 4.5" 7.5" 10.5"19A" 7.5" 4,5" 7.5" 10,5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S(TYP. 9)/ 10 COMBINATION N� 1/4"MILLEI![UI4 MILLFAST ' 43 16.0"116.0"115.0"76.0"16.0"16.0"16.0" 9.0" 13.5" 16.0"16.0" 6.5" 5.5" 9.0" 13.5" /// 1k1Wi WITH 1-3/4"EMBED(3275ps1 5316.0"16.0"11.0"15,0"16.0"16.0•'11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" 4g MIN CONCRETE), 62 16.0 15.0 .-8,5 - .._ 8.5" 5.5" 9.0" 13.5"13.5" 7..0" 45" 777...555" _999..._555" 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_ 100 135" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 4.5" 1/4"2F-LCO CRETEFLEX SS4 43 160"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0 160 .0"112.5- 8.0" 13.0"16.0". 2 x S ITYP. W CK W1 (3350ps14IN 53 16.0"16.0"16.0"16.0"16.0"116.0"116.0"110.0"115.5"116.0"116.0"110.0" 6 11.0"14,0" 1 x S TYP. CONC) tu � 6.0125BD. 130S56..0"16 10.0 1._14.0 601 ,o 10.5" 7.011.5"170 1611111.0"114. Ij 10.0" 6.5" 11.0"14.0" C W a y 100 16.0",10.0",6.5" 11.0"14.D"1G.0"10.0" 6.5'111.0"114.0"16.0"10.0" 6.5" 11.0"14.0" w.. m V MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. cl 6- c3 c4 cs c1 c2 c3 c4 cs Cl c2 c3 Cl cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"ITW TAPCON DR ELCO 43 16.0"16.0" 7_5" 9.0" 16.0"16.0' 16_0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0' - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE m ULTRACON WITH 1-3J4" 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" - ANCHORS ONLY rz EMBED(3192p51 MIN CONC) 62. 16.0"15.5" 4.5" S.5" 16.0"16:0" 9.0" Mll '14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE Q8 WITH m 16.0"15.0 7.5" "1a-5" 7.5" 10.0" OUTSIDE ANCHORS ONLY _-, 7.5" "14.5" 7.5" 10.0" 1/4"P1ILLENIUM MILLFAST -93. I6.0"16:0"11.0"13.5"I6:0"16.0"13.0" "13.0" 4.0" 6.5"WITH 1.3/4'EMBED(3275ps1 53 16,0"16.0" 8.0 11.0"16.0"16.0" 9.0" 0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES:MINCONCRETE) 6.0" 9.0" 16.0"13.5" 7.0" 0"10.5" 5.5" 5.5" 7.5" 8 70 16.0•' 9.S' S.5" 8,0" 1% 11.5" 5.5" 5.5" 8.5" 10.5" 5.5"/5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ��pQ m 100 10.5' S.5" 5.5" 7.5" 10.5" S.5" 5.5" 7.5" 10.5" 5.5" S.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE I�ril _ O LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). o� z 1-1/4"MIN EDGE DISTANCE 1/4"ALL-POINTS SOLID-SET _ O z m Ii H ANCHOR W/:7/8"EMBED& Cl C2 C3 C4 CS Cl C2 d C4 CS CI C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL, m ¢ ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 S$MACHINE SCREW 43 16.0"16.0" 8.5" 105"16.0"16.0"12.0" S.5" 7.5�,6 .0"12.5" 6.5_' 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER u¢ A (3000ps1 MIN.CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" 4_0" 6.0 15.5"10.0 5.0" 4.0' 7.0" THAN OR EQUAL TO SHUTTER SPAN. '\J cS 62 16.0"111.0" 5.0" 7 0" 16.0"12.5" 6.5" 3.5" 5.0 10.0"10.0" 5.0" 4.0" 7.0" '\� i3 70 / 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. / 3 j 5 v i0o 10.0" s.D" 4:0•' 7.0" 10.0" 5.0" a.D" 7.0" 10.0" s.o" q,o" 7.0" 4. EXISTING STRUCTURE MAYBE CONCRETE ASTM C-90 HOLLOW CONCRETE a - 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g ANC114"ALL-POINTS SOLID-SET ANCHOR 7YPE�ASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl G2 C3 U C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16,0"16.0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION NPE. o h (3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" B.5'_13.5"16.0"16.0" 8-5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE Hi 62 16.0"16.0"10.5"1 16.0"16.0"11.0" 7.0" 11.0"I6.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. N 70 16...15.0" 9.0" 14.0"16,0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 17-.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 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 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. 9 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 c 'j1L 11 a CONC) 53 16_0"I6.0" 95"14.0"16.0"16.0" B.5" 6_0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8,0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQpUATE WOOD FRAMING gg m ' "� 62 16.0"12.5" 7,5" 12.U"16.0"14.5" 7.5" 5.0" B.5" 11.5"11.5" 6.0" 4.0" 7.0" B.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR >;7`B SIDE CLOSURE PIECES. ,q �6`9 3 70 16,0"10.0-16.5"110,5"116.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5_ 6.0•' _4.O" 7.0'_ 8.0" °u loo 11.5" 6,0" 4.0' 7.0" B.0" nyl 6.0 q,0" 7.0" 8.0" 11.5" 6.0" q.0" 7.0" BA" B. 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" [p rn 1/4-POWERS 55 DROP-IN 3.1/2'MIN EDGE DISTANCE ) / l x / -- -- - - - --- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL �SRaW W/1/4.20 SS BOLT AND CI C2 C7 C4 CS cl C2 C3 c4 CS c1 C2 C3 U CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. Ep 4 1•EMBED(3000ps1 MIN 43 16.0"16.0"15.0" 16.0"16.0"16.0"114.5"19.0" 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN .g6 53 16.0"16.0"10.5"1.15.0"J.16.0"16.0" 10.0" 6.5" 10 5"16,D" 12.0" 6.0' 4:0" 7.5" j.5 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62 16.0"13.0" 8.0" 12.5"16.0"15.0" B.0" 5.0" 9.0" 12.0"12.0" 6.0" q.0" 7.5" HEAD(SIDEWALK BOLT),U.O.N. a GLp 70 16.0"10.5" 7.0" 11.0"16.0"12.5-116.5-114.5"1B.0" 9.5" 12.0" 6,0" 4.0" 7.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 12.0" 6.D" '4,0" 7.5" 8.5" 72.0" 6.0" 4.0" 7.5" 8.5" 1 " 0" 40" 75" ® g 5 2'MIN EDGE DISTANCE - * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, _ a � e #12 SMS W/2"EYEWALL CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNUT, C0MGHTFRWLB0W=P.E AR140R INSERT W/2'EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0" 16.0" 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. 1JC_2339 (2000p51 D11N CONC) 53 .16.0"16.0" 8.5" 11.0"16.0"16.0"111.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5,5" 10.0" li 62 16.0"15.0" 7.0" 9-5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO sOAlei 's -- 70 16.0"12.0" 5.0" 8.0" 16.0"14.5"1 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLEOW BLOCK DRILL INTO HOLLOW BLOCK NOR LD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION: 100 14.0"17.0"1 3.5" 5.5" 10,0"14.0N7.� 3.5" 5.5" 10.0"IL 7.0" 3.S" 5,5" 10.0"#12 SMS W/2.75"EYEWALL 43 1G.0"1G.o"16.0"16.0"IG.O"1G.010.0"14.0"SG.O"16.0"11.5" 6.0" 9.5" 16.0"ARMORINSERT W/2.5' S3 16.0"16.0"12.0"16.0"16.0"16.07.5" 11.0"16,0"16.0" 9.0" 5.0" 8.0"EMBED(2000ps1 MIN CONC) 63_16.0_'16.0" 9.5" 13.5"16.0"]6.06.5" 9.5" 16.0"16.0" 90" 5.0" 8.0" 13.0"70 16.0"16.0" 8.0" 11.5"16.0"IG.OS.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13-0" (LJ0 16.0" 9,0" 5.0" 13.0"16.05.0" 8.0" 113.0"116.0" n _• r< , n t RAW��a�m� • ����� CON C) �WNWIN mmml. m �'�� 1-3/4"EMSED(3500p 11 IN ' Em •■ mmmm ' ' mmmm mm�mm . MmMl 11, Mims in FEE s •� __...,.,..,... .�,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,,,�,,,,,,,,,,��,,,,,,�,,,,,,,,,,.,,,,,�„����,����,���,�,,,�� . , ,,,���, . �' ' is ■ mmmmm' mmmm � m .�®mmmm RUMOR Mwi� j ■�mmmm• ' mmmm mmmm mmmmmmm esAs.t . � , • • ■ mmmmmmmmmmmmm mmmmmmmmmmmmmmm : . . mom% ,,�/iii % /■ ., ����/� �/,/,/% • 10 f, ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2"MIN EDGE DISTANCE `� "' f ,f• 6Spans Up To 6'-0" Spans Up To 6'-3" Soans Uo To 12'-0" `'Z'�( LOAD CONN TYPE CONN TYPE CONN TYPE SSS _ ANCHOR (ps0 Cl C2 C3 C4 1 CS Cl I C2 I C3 I C4 I CS Cl I C2 I C3 I C4 I CS Z o.465 #12 SMS Vil 2"EYEWALL 43 56,0"16.0" 7.5" 9.0" 16.0"15.5"`. 8.5" 4,5" 6.5" 15.5'• 8,5" 4.5" 4.0" 7.0" _.�. 3 ARMOR INSERT pW/,c.,�}}�1,/.,4" 53 16.0"10.5" 5.0" 7.0' 16.0' 11.0" 6.0" 3.5" 5.0" 11.0" ,w g 0 EMBED��- O U 62 14.0" 7.5" 4.0" 6.0" 24.5" 4.0" 4.5" 4.0" 7A" 7.0" 3.5" 3.5" SA•• {{gg���4,� =m 70 51.5' 3.5" 12.5" 7.5" 3,5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" y�Q•'• 200 7.0" 3.5" 3.5" 5.0" 7.0" >��3.5" ANCHOR SCHEDULE: WOOD (G=4.55) 3/4'MIN EDGE DISTANCE �1f tt(��� Q u LL 5 a G so Uo To 6'-0" Soans --Up To 8'-3" Sans To].2'-0'• ED L umJ 0 0 ro LOAD CONNTYPE CONN TYPE CONN TYPE Z ANCHOR N.,0 0 1 {psi) CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 I C3 C4 CS W LU m 1/4'LAG SCREW WITH 2-3/4" 43 16.0"16.0"11.5"12.5"16.0"16,0"16,0" 7.5" 9.0" 16.0"16.0"14.5' 4.5" 6.0" 16.0" N t' Y MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"I6.0"26.0"IG.O" 6.0" 7.0" 16.0"16.0"11.5" A.0" _5.0_ 16.0" � b � y OWE _62_16.0"16.0" 7,0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16,0"16.0"1Y.S' 4.0" 5.0" 16.0" i0 W `n� 70 16.0"16.0" 6.0" 7.5" 16 a"ibA"22,5" 4.0" S.5'" 16.0"16,0"51.5" 4A" 5.0" 16.0" "''0 y@ 100 16.0"11.5" 4.0" 5.0" 16.0"16A"11.5" 4,0" 5.0" 16.0" 16.0"11.5" 4.0" 5.0" R 7/16"WOOD BUSHING WITH 43 160 16.0" 8.4" _10 0"ME 15.5" 8.5" 4.5" 7.4" YS.S" 8.5" 4.5" 4.5" TA" n 1.13"MIN EMBED 8.1/4-20 53 16.0"103" 5.5" 8.0" 36A"11.0" 6.0" 3,5" 5,5" 11,0" 7.0" 3.5" SS MACHINE SCREW 62_14.0" 8,0" 4.S'" 0.5" i-0 5'" 4 0" 4.S" 3.0" 4.5" 7.0" 7.0" 3.i" o �l�mm 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3S"j 4,0" 55" 7,0" 3.5" 4.0" 5.09 0 100 7.0" 3.5" A,0" 5,0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5:' 4,0" $.0" i #14 SMS OR#14 WOOD 43 16.0"16,0" 12.5"14.5"16.0" 16.0"16.0" 8.0" 10,0"16.0"16.0"11.5" 5,0" 7.0" 16.0" W j SCREW WITH1-3/4"MIN 53 16.0"16.0" 9.0" 1f.5"16.0"16.0" 4.0" d THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 11.5" 5.0 7.0" 16.0"16.0" 9.5" 4.0" 5,5" 13,0" !'� L' o 70 16,0"16.0" 6.5" 8.5" 16.0" 16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" _5.5" 13.0" �r N��Q� 5.5" 13.0"16.0" 9.S" 4.0" 5.5' 13.0"26.0" 9.5" 4.0" 5.S' 13.0" � rn �OCDa ANCHOR SCHEDULE: WOOD (G=0.42) 1 3j4"MIN EDGE DISTANCE °2 G Spans Up To 6'-0" _Spans Up To 8'-T' Spans c$T Jn LOAD CONN TYPE CONN TYPE CONN TYPE 0¢¢ ANCHOR {pst} c g xG CI C2 C3 C4 CS Cl C2 C3 Cl CS Cl C2' C3 C4 CS 1/4"LAG SCREW WITH 1-314" 43 16.0"16.0" 9,0" 10.0"1160 16.0"16.0" 5,5" 7.0" 16.0••16.0" 9.5" 3.5" 4.5" 15.0" v N z - MID THREAD PENETRATION _ r . 53 16.0"1fi3O" 6.5" 8.0" 16.0"16.0"12.5" A,5" 5.5" 16,0"15.0" 7.5"; 3.0" A�0" 11.0_ (L 62 16.0"16,0" 5.5" 6.5" 26.0"26.0" 9.5 3.5" 5.0" 15,0"15.0" 7.5"I 3.0" 4.0" 11.0" }• '-v ? L'e 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4,6" 1t.5"15.0" 7.S' 3.0" 4.0" 11.01- 100 1.0" I� - g Y00 15.0" 7.5" 3,0" 4.0" I1.0"15.0" 7.5" 3.0" 4.p" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" 14�V} ^0 ,. #14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" S.5" 7.0" 16.0"13.0" 63" 3.5" 5.0" 10.5" 0 SCREW WITH 1-3/4"MIN 53 16.0"16,0" 6.5_ 8.0" 16.0"16,0" 8.5" 4.0" 5,5" 16.0" 10.5'_ 5,5" 2.5" 4.0" 7.5" 0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" G.5" 3.5" 5.0"' 10,5"20.5" S,5'• 2.5" 4.0" 7.5" 70 16.0" 9.5" 4.5" 6.0F' 16_0"11_0" 5.5�' 3,0" 4.0'_ 0.0" 10.5" 5.5" 2.5" 4.0" 7.5" __ 00 u loo 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" ?.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" " ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK oas333333¢ w 4"MIN EDGE DISTANCE tj Syans Uo TO 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" u¢ LOAD CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR x {per C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cf C2 C3 C4 CS yy 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"26.0"15.0"26.0"16.0"16.0"15.0" 9.0 54.0 i6.0" 2-i14"MIN.EMBED 53 !fiA"16.0"16_0"16 0"ib.0"16.0"16,0"11,0"16.0"Sb,O" 16,0"12.0" 7.5" 12A"16.0" 2gs e5 p 6- 16.0"16.0" 14.0"16.0"16.0"16,0"115.O" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"i6.0" - w 70 16A"36.0"11.5"16,0"16,0"16.0"12.5"_8A" 12.5"'Y6.0"`16_0"12.0" 7.5" 12.0"16.0" ALL k � 5 100 16.0"12.0" 7.5" 12.0"16..0"16.0"12,0" 7,5" 12.0"16.0" 26.0"12.0" 7.5" 12.0"16.0" 5 Sj16"ELCO ULTRACON W! 43 16.0"16.4"10,5"Y4.6'•16.0"16.0"110,5" 6.5" IV 16.0" 11.0" 5.5" 615" 9.0" � � �� 8 � V LgnRIGFRFRVIXtathRNI00PE. O 2.1/4'MIN.EMBED 53 16.0" 13.5" 7.5" I1.0"16.0"14.0" 7.5" 7.5" 1_3.5" 9.0" 6.5" _62 16.0"10.0" 6A" 9.0" 26.0"IS.O" 5.5"' 6.5" 9,0" 4:0"" 6.5 15-2339 7.0" 9,0" 6.5" SCALE: C Oz _ 200 9.0" 5.5' 6.5" 4,0"j/5.5" 6.5" 9,0" 6.5'" PAGE DESCRipT70Ht 2"MIN EDGE DISTANCE Ci I C2 C3 C4 CS CI i C2 C3_ _C4_ CS CI C2-TC3 C9_ CS #12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 1Y.5"16.0"16.0"14.0"6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" 0�4 ? ARMOR INSERT W/2"EMBED 53 16.0"16,0" 7.0" 9.0"116.0"116.0"19.5" 4.5"1 6S'116.01. 11.5 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0" 5.5" 7.5"116.1)"114.5"17.5- 3.5" 5.5" 12.0"11.5" 6,0" 3.0" 4.5" 8_5" 1.9 ANCHOR NOTES:SEE SHEET C 70 16.0"10.5" 5.0" 6.5.. 16,0"12.5" 6.5" 3.0" 4.5" 4.0" 11.5" 6.0" 3.0" 4.5' -8.5" 9 FOR ANCHOR NOTES. ,. .. 100 113" 6.0" 3.0" -0.5" 8.5" I1.S" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"