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HomeMy WebLinkAboutProduct Approval - �~-� BCIS Home ; Log In ; User Registration Hot Topics ( Submit Surcharge -Stats&Facts Publications ( RIC Stall ; BCIS Site Map Links Search 00'.Za!".-Troduct Approval D311 USER:Public User YProduct Aooroval Menu>Product or Aoolication Search>Application List>Application Detail a R � 3 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 Bernardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston _ Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549. Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.1)df FL13757 R5 COI Index 3.odf FL13757 R5 COI Indeo.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 i- Equivalence of Product Standards .Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Equiv EQuiv 2.pd FL13757 R5 EOuiv Eauiv 3.i:)df FL13757 R5 Eguiv E(IUivj)d 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 Date Revised 08/09/2017 Summary of Products FL# Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 11 Dwq.pd 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.od span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant-Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 11 Dwo 2.1)d 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.pd 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' I for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 11 Dwq 3.1)d 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.Eva[3.pcl anchorage,-etc. Created by Independent Third Party:Yes Back Next Contact U 2601 Blair Stone Road,Tallahassee FL 32392 Phone,850-487-182 The State of Florida is an AA/EEO employer,Copyright 2007-2015 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(l),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 emaiis provided may vn used for official communication with the licensee.However email addresses are-public record.If you do not wish to supply a pnrsonBl 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 hem. Product Approval Accepts* Cf pit Gard Safe 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL 140TES I.- 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 QFN 'J r INTERNATIONAL BUILDING CODE'gB,%AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH -,0-. I MEETS MISSILE LEVEL AND INCLUDES ES ESSENTIAL FACILITIES AS DEFINED IN STM E1996-09, It V 0 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE —TO TRA?(fl',' HE REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE f FLoTfDA 5UE-DING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. j 3.. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202)203 AND ASTM E1886/E1996/E330, 4. tu DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 03 g z SAFETY FACTOR. Z eq a S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND F_ T H� uj ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3r CRITERIAIS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. to� 61. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o ul a LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 S 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 o4 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. M S. THESYSTrEDETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL CNLY BE USED IN CONJUNCTION W;TH THE EVALUATION REPORT SUBMITTED FOR THE SAME �j TM Ml^ F PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GI5-23 OF THE FLORIDA ADMINISTRATIVE CODE. � lo. *THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE _i CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ,2S VERIFIES THAT THE EXISTING STRUCTURE DOES'NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ;.T.�8 g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Cl-5 ca Ed z *11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ol DOCUMENTS. . _-11111 III - I - . _0 BOTTOM HURRICANE PROTECTION 12, WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING, TRACK OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIgNED,DATED AND t �l E 4 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE MECHANISM,SEE DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING 3 TYPICAL PLAN VIEWS 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWNA COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION TAS 201,202&203 N.T.S, EXTERIOR ELiV (Z) FLORIDA BUILDING CODE APPROVED TABLE2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 KiS.1, 15, ALL DOLTS AND WASHERS(EXCLUDING-INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K,S.I.,O.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16--0 5052 ALUM.ALLOY.' - -- .-ri. , NON-HVHZ ESSENTIAL 5 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX i;OCK AT CENTER OR SIDE CLOSURE. � FACILITIES • 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE DIRE. SHUTTER -151 18. -FLO,-,R TI�ACKS MAY BE.REMOVABLE AT NON-STACKING LOCATIONS,USE REM REMOVABLE ANCHORS. INSTALLATIONS -INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN <30'ABOVE >30'ABOVE N 30'ABOVE 30'ABOVE ;,1 20. ALL-DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 21 ALL PTEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22: SHU ri ER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72 23. SEALANT SHALL BE'USED•ON A 24/4 2-3/8" ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. " " 3-5/8" 1-718" 14, -TABLE 1: - 99" 3-112" 1-7/8' 4-114" 2" SO TABLE I NOTES; 129, 4-118" F 1, DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/W 7AF.coRDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: SPANSCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. R. NU"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY TI POSITIVE NEGATIVE -2339 2. LINEAR INTERPOLATION BETWEEN SHUTTER Fcom= 15 SHUT7ER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE! - SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE.HVHZ,PROVIDED THAT SHUTTER HAS A PAGE DESCRIPTIOM PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". ±s_Fl (PSFI SPAN SHALL BE USED. 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>30' Ell 72" 100 100 ABOVE GRADE, IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9T 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 120" 53 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN,DETERMINED IN ACCORDANCE WITH ASTM 144" 1 43 40 E1996.09. ILII .I Eppryyy�,1 y�ry PROJECTION VARIES 15 ,.NN•"'�, 0.115"2.874" 4.874"MAX, -T0.0620.450" 0.080" _ o ,• q 0.125" 1.708" 0,100" ^1.830" 0.062" - ry 1.708" •' „). 5.741,r5.."MAX. 0.100" 0.125" f 1`t,Ob9" 0.080" 10.063" 10.06" 0.151:0- 0195" 1 ` , 99 . :0.0600,0700.060 0.630" 0.02" 1.908" 61.993" v' 39" oz 0.630" 0.630" 0. 4 0.062" 0.0� .069"1 0.971" •0.971"j* 0.143" 0 064" , 70"� I� Q4'=0.200" 0.06 4 0.062" 62" 0.630" 0.06 0062" 069" SUPPORT LEG OPTIONAL x1.0694 0002602D° 0.062" D' zo W w 5.745"MAX. N 3 J j WALL BUILD OUT WALL Q STREAMLINE CEILING TRACK �¢ STREAMLINE WAIL TRACK HEAVY HEADER/SILL LITE HEADER/SILL SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HAIf SIZE SCALE.HALF SIZE SLALE:HALF SIZE •+a a WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS m ' 0.874"}- }----2k55" 4.875" 2.195" 0.060"I 0.510" 2.195" 1.230" 1.229" ru: U r �$ �rv: ,h �-" ..2.655' 2.362" 4.84" z 1.069" .831" 110 ri .n I �i, Z v v L .a N i ,n t " n 4.510" ro E .0i$ _`1D. � " -.,•� �- 0.1054".51�0" --� -�1'.06_9" _ --0.1'0_5""� (--•--4,510"-fO --'-{( 4.475 .99 0.781" 0 07" NOTE:TESTED TESTED THIC0K,N0E4S4"S OF a�Gz 3Wgo 0.994 =g 4„_...3,506"_� BARE METAL W/O PAINT IS 0.039" r` 2 J SILL Og SILL ADAPTEROg EXTENDED SILL p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE �C] y v SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE H agall ' 0 "X10.477" - •r' , 1.50510, 0.143" 0.1 .0800.590" 0.341" v-d 0.070" .070" T0 .245" 1.708" 0.143° 0096" 0.060" 0.115" 0.084" .117" 4.753" 0,090" 0.096" !,o n . " 0.080" 5�@�$ zR E 0044"' 0.227" 0.682" 0.630" 0.060' ':' IrtpM:ttLBFMWt00PP 0.693* 15-2339 NOTE:THICKNESS OF BARE 0.420" 1.625" METAL W/O PAINT IS 0.039" PAGE DESCRIPTION . 15 6.8 STREAMLINE STACK }g RADIUS CEILING HEADER/SILL }7 6.8 STARTER 18 WALL SILLXUP WALL SILL 5CALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE l 4 1 NO Ip'ilD,f D.F. 1.950" ��6 0,125" TZ " STEEL 280-H 4 0" NYLON WA?11ER Olt ALUMINUM 0.357"0" #10x2.3/4"410HTS,S, 0,276" {} o NYLON g y m w SCREW W TC ULTRACOTE --^ 0.591" x. o 0.880' O INTONSERTS ! `'�' _ ' i WHEEL O O.lf 20"..ei COATING 11.061- TRACK 1 JAl '°gg1 ti N r (TYP_TOP&BOTTOM) N -I�' 1 ' '�p'240 ����'t; �iCC ---� NYLON BUSHING W/whsv'FR: .-�. trJ F .'ta 0.750° S,MAX -ice TYP.AT EVERY OTHER . 0.870 7/16"0 x 1/2"@ iNTEFtIOR)OIN?TOP 1154'- •0.137" tJ/yry y 2 �- -i INSIDE JOINT AT TOP. 7/18'0 x 1"0 INTERIOR)OIN%yOTy6M I1 '+ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR. z^a�ANGLE HOUSING-ZINC DICAST,POWDER COATED U w 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL , 26 f07t�+ F3 INSERT SCALET HALF SIZE ` NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE SCALEi Hn'�r SIZE I +j}ryty(� N m OR KEY/THUMB TURN OPERATED INSIDE, W W N W g 3 . f}0.250" 23 BRASS PUSH LOCK WW F 3 SCALE.HALF SIZE oW= X0.15=" 1.978° 2.125"-•-L-I kc 0 .00p" 0.236` 1,742" - 0,286" 1.603" a RO.5U0" 0.500" 1.710" 1.224" a:267" p 0.623" 0.531"". V5S 0,531" 0 0.790" 0.090° 0,319" 120' ' 0.064" rhWn -1- L 2.250" j 0.09 m�� 0,607"00.118` �- M � M�0:224" 0.239" m a €'2.000" 0.060" 0.496" *.^<.1�- }----2.750"•-=-{ 1.758^- RAINGUARD DECORATIVE FLOOR TRACK 3:11 - A_y 27 28 0.160*1-00140-062" o,z2z" 0 240" ' SCALE:HALF SIZE SCALE,HALF SIZE 0,062" 1 r ,-•0.062" -0.176" U 30 UNIMATE LOCA 3q MALE BOX CENTER FEMALE BO CENTER s SCALE:HALF SIZK SCALE:HALF SIZE 32 SCALE.HALF SIZE � Q c z u -11-0.062" 3 5.500"x 13/16"W1DE j{ ' 7(16"0 STAINLESS � 8S 1' t1 1.167" STEEL NUT y- F. Lu r 0.125" ^iV�--ji-'"� LL 5/16-18x1 MACHINE SCREW `� ��.� n( _ TYP, 5/16"6 INTERNAL STAINLESS STEEL n n �) ,--••-----•-'45Do, t---10.689" POWDER COATED,ZINC DIE-CAST THREAD F 1D 1 a 2 r _ ;S '^ SECTION A 11 HEAD STYLE VARIES 1.050" n t CID NIDA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW Elm ¢�� ^�EB Fl thc;USTRIAL SYSTEMS (OPTIONAL) SCALE.FULL SIZE SCALE:FULL SIZE N o o.zs4" 40a 40b 40c , 1 SCALE:HALF SIZE 0.319 ;t 35 BOX LOCK 'I ENDSTRIP 1" NI SCALE:HALF s1ZE -•---2,000^•-•+ 2" & 3" EXT srT -Sro,125" y $ ' }--•1.625"� �-1.500`--} 'jI� 0 125" SCALE: HALF SIZE 3 0.050" 0.093" 4- 0.125"0.085, ' • 0 0.125" COPfftL"EIFM'IXIeENU1roo PF. 10 ^ g 0.093" 15-2339 0.250" o N 0.085" m _ SCALE! - f __ 1: � � ➢AGE tlESCBIPTItlN: _.7.000" �.---j ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3°x0.125" ANGLE ill " C l 2X7 ANGLE_ SCALE:HALF SIZE 'SCALE:HALF SIZE SCALE:HALF SIZE W..m("5) •�� \\\J 51 ALE::CALF SIZE i . t I 4 3 '' HNA'''''% 4SCHEDULE', R PER ANCHOR EDGE DIST. may, �jA 9 @ 18"O.C. EXISTING GLAZING DIST' SEE END STRIP / SCHEDULE FOR cZi n SAN WHEN USI y A ANGLE EMBE }� 2 LEG 0 RECITON 4 20,d0a,dOb OR c, o EMBEDa F' (INTERIOR) F1/4" OR 6.8 STARTER TA •p17 �` 27 MAX. WITH 21 OR 25. D• jE.q g'ANGLE i"x i"HMIN TO 2Tx 5"MAX, 21 256 ALUM. t r��fji'` ' N 30 EDGJI/ (ANGLE LEG MA)'BE REVERSED) FhSTEP)ANGLE TO TRACK WJDIST. 8 tf 10x1"SCREWS ATANY ANCHOR PER ANCHORRNER TOP&BOTTOM•AND 'tSCHEDULE @ I8"O.C. ATTACHTO b.8 STAR'TCS W/13 13 - S12%1/2"GALVANIZED OR Z N O 13 S12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS 3/16"0 ALUM.POP W I 30 .3IIfi"O ALUM.POP RIVET,OR I/4-20 RIVET Oji 1/4-20 MACHINE "r"��,.�3 •� /"` t 6.80";TYP.) USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ IB"O:C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. to K 3 (; v (EXTERIOR) 5/16-18 LING WITH 6.8 STARTER AND ANGLE TO M8 SCREW INTO THREADED o (`Tj}• SCALES 3"=1'-0" i ANY TRACK"I Ip ut•• ' INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCREW BOSSES. FROM BO OM OF SHUTTER.RECEIVING FIND STRIP SCHEDULE �„ ,�• TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO SCALES 3"a V-0" I"HEIGHT. 1"Bf0(27? 62 SPAN 7 ' n USE(1)BRASS PUSH LOCK .- 12 BO" OR(1)5/16-18 THUMB SEE END STRIP ..S,CREW.DID THREADED LOCKING DETAILS FOR 2"BIO(3.7'T �2 05„ m�E INSERT{37)AT 1/3 SPAN CENTER MATES SCHEDULE FOR MAX, to A TO 2/ AN FROM SHOWN ON RANDOM 2 SPAN WHEN USING BOTTOM OF SHUTTER. 30 DETAILS 3"8(O(4.7'7 82 8" `� 20,40a,40b OR 40c, ra o Po,I d RECEIVING HOLE SHAkL BE �y 7 7 a v+ 3/B"MAX WIDTH,UP TO 73 ® 82 74" r 1/d" OR 6,8 STARTER [I M 1"HEIGHT. qv rs 30 ALT.4"Bt0 �2 110" MAX. WITH 21 OR 25. -•m , -2 N (2.7') 9.. ©_� It( z 1 40 40 USE APPROPRIATE zo it - 1.' STARTER STRIP TO (m Z o 8 1.5"x3" 45 93'• 40 20 PROVIDE CLOSURE / •�9 �tu 13 - - - X0.93" 52 a7" BUILDING CONDITIONS. !� �...`r 3 E 3 S �.� ©3 2i BG B FASTEN STARTER-STRIP (INSIDE) / 76 TO TRAGIC W/(2)1)10x1" g I SCREWS AT CORNER,TOP, am IS I CTL2"x3" 45 39" x0.125' 9 ALTERNATE END STRIP DETAIL &'BOTTOM. !„r►.� y n �' 3.. SCALE:3"=1'-0" ANY TRACK W/SCR£4I iL1-"���i't 3.'. 7d 60 0" BOSSES. n 13 a z5 70 11j' F—, :-• tcll r 7 9" SILL FOR GREATER SPANS OR LOADS THAN 1 •: y w SHOWN IN END STRIP SCHEDULE,END 3 g p O 1 STRIPS REQUIRE A I'%1'.090'CLIP ANGLE7E I )— M70 SPAN USING ANY ANCHOR Ott THE EXISTING GLASS ,�') 4 Am-, Oil Z ANCHOR SCHEDULE&114x7/4'TEK 3a 13 SCREW OR 1/4-20 DOLT TO ENb STRIP, tq s I USE MI BRASS PUSH LOCK 30 $ w USE III)BRASS PLISH LOCK (INSIDE) ¢F-' OR(1 5/16-18 TVEV,,B OR(1)5/16-18 THUMB 30 13 - E) SCREW i 0 j,11 nn SPA SILL S SM 1 11 T#'IREAOED a INSERT 39 A 1/3 SPAN '0 t! IM T 071 A 1/3 SPAN z R TO 2/3 AN FROM a� TO 2/3 SWAN FOOM a BOTTOM-Of SHUTTER BOTTOM OF SHUTTER. RECEIVING HOLE SHALL BE (OUTSIDE) M11MAXMAX WIDTH,UP T H ,F a EIGHT. 23 " I TYPIC,11 OUTSIDE CORNER CLOSURE 5 30 CC'I UE Tf?L.5 WO/CORNER POST ) NT,S 15 13 23 30 UOIKR)GfGFPNLKLeEIdWHCOP.b 13 37 2 (OUTSIDE) 15-2339 SILL —USE 1117 1)BO'X LOCK AT 1/3 SCALEt - SPAN 70 2/3 SPAN FROM PAGE O[SCRlPT1OH: BOTTOM OF SHUTTER s TYPICAL INSIDE CORNER CLOSUREgill T Nj CC2 DETAILS WO CORNER POSMULTIPLE SHUTTER ASSEMBLY i! SCALEi 3" NTS r I r L - ' �� P•P.E. REFRENC FOR HOST MAX.CI CONNECTION X. STRUCTURE SCHEDULE �6� Pion SPACING-_ �� •� !1 /!7 5� C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT(1° 12'•O.C.OR /+ \ SCHEDULE FOR MAX. #14 SMS @ 6•'O.C. SPACING 1/2" (TYP.TOP&BOTTOM) TAI. z P ALUM. TUBE gg f'^STEi.E,vS 6063-T6 ALLOY �/� I��• •��•g EACH ANGLE SEE TABLE_ A FOR SIZE. I �vFi 5 R�6 OR i f, DO gOR\6 Iv, w 11 3 1/8" ALTERNATE THRU BOLT uk I�zsC1 CONNECTION TYPE w Z�MN GLASS•-h SM.AF)�CE ° � REFERENCE ANCHOR w VLL SCHEDULE FOR MAX. SEPARATION 3 uZI HREE 3l.6"0 ALUM. ° '� SPACING PERTABLE 2 w,W 7 t m POP RIVETS OR ° GLASS Q m Ulh,kEE#12 SI45,TYP. ° 17• I I OR DOOR a< 3 w r. 3/16•'0 ALUM.POP tBO, \ rwW17RIVET OR#12 SMS A wABLE A(m) @ 18"D.C.(TYP.) \ °to!S AL.6bAC LEt1[7H „_ �O6 ORMAY USE MALE OR �Nv.BIO IVL BIXILA FEMALE LOCK-SLAT o-62 137 188" 13 ALTERNATE THRU - w o 1 1/4"MAX.FROM PIN m g CS CONNECTION TYPE �" 8 72 179" 179" _ �TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR C1 CONNECTION TYPE GUIDE TO BUSHING 82 119" 17r CC3 REFERENCE ANCHDR r __I WASHER(TYP.) 7 SCHEDULE FOR MAX. 'IA�� NTS SCHEDULE FOR MAX. II -+ I O d 92 114" 165" SPACING 0 I 514x3/4"SMS 9"D.C. �cc c ❑T 102 I30" I60' L--- ANGLE TO TUBE CONNECTION vl� N 120 104" 147" _ _ Q c 0 m 150 97• 131• TABLE B(CC4) EXISTING HOST EMBED. 2;x 2� 6 ALUM.TUBE v 200 88" 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE e 2°z2"xl�B' 3'><3°xi/B' EDGE DISTANCE REFERENCE ANCHOR g PSF WITH 6/0 WITH 0/O SCHEDULE FOR MAX. --- E °mac SPACING 62. 113" 166" •6 3 m 72 IOr lsr USETANY ANER NCHOR D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION ZZ ' f� 82 lot" 14r IN ANCHOR SCHEDULE) SCALE 3"=T-0" m 92 95• 139' _ - u� ;t< 90' 132•102 .- _ 2 C• o E 120 83' 122' F 150 79" 109' w L 1 F 200 64' 94' y�j u I~- m 3/15 PIVf;f QR 012 SMS .090"6063-T6 13 h' X w o MN.GLASS 1/1 _ V a *' C1 t Of!11v-'. i7 ALUM.TUBE TYP. EPARATION i Z' - C%,.7 6T'�P.I. vy�F PER TABLE to w ¢ -3/15"0 ALUM.POP •1 4 o A RIVET OR 012 SMS O�� GLASS 2 x a z a J,r# °-_:1--•it P.'_r_Cl' @ 18"O.C.(TYP.) OR DOOR E o.t- O.R;SIZE. 2"x 5"x 1/B,• v'� gggg . 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE a I"x 2"X. )3"6.'ni3_T6 OPTIONAL ANGLE INSIDE THREE 3/16"0 ALUM. 3 16 aF ;,.i At.)?i.r.f::i;.a,T(P:''•' ORIENTATION TYP. w '6 . o POP RIVETS OR 17 17 d L 17 THREE#12 SMS,TYP. - .Y� .. .a. ° -1•'x 2"x 1/8" w e 13 j. OR M x 2•'x 1/8'• EOG REFERENCE nANCHYPE OR g'gP ALUM.ANGLE _ SCHEDULE FOR MAX. a S B 9 i USE MALE UP.FEMALE 1 SPACING D0FYMHTFRMLBP1iW=PF. yLOCK-S!,AT EXISTING CONCRETE, Sa 13 13 BLOCK OR WDOD FRAMING 5-2339 SCALE: " `^ (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCR;M0111 #12.x 1/2"GALVANIZED SCALE 3 1'-0" CC;1 TOPICAL CORNER CLOSURE DETAILS OR S.S.sns,3/16 0 ALUM. SIDE CLOSURE OPTIONS �F ITS POP RIVET,OR 1/4-20 MACHINE BOLT&NUT SCALE,3"=V-0•' 9 C5 CONNECTION TYPE z J REFERENCE ANCHOR EXISTING '9rprr rr p] SCHEDULE FOR MAX. STRUCTURE (� ,O`, E ^• r, SPACING I• `I OR ODOR w CLASSm Wma:-' GLASS w w C1 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE.BOLT �w y OR DOOR w w J REFERENCE ANCHOR W/NUT @ 12"O.C.OR F.w m F F w 7 SCHEDULE FOR MAX. 19 014 SMS 6"O.C. Qz" UF �� SPACING @ ' 'MN 13' waw MN _ t/2" (TYP.TOP 8 BOTTOMI •r �m1/4"-20 THRU BOLT W/ GLASS X m m m EPARATI GLASS V)< /2„LOCK NUT @ 12”O.C.OR EPARATI Q 2wQ 014 x 1/2"SMS @ 12"O.C. pER I Z I- w12 x 1/2"SMS @ 12"O,C.E.S. PER L F~ OR 3/16"H ALUM.POP TABLE 2 Q t0 vHi5 OROR 3/16"m ALUM.POP TABLE2 z I- RIVETS @ 6"O.C. OR 1/4"H Nw0RXy/w ALUM.POP RIVETS 12"O.C,RIVETS @ 6"b,I E,S. J WX C1a R 1/4"m ALUM.POP RIVETS m 11 ANDAMR GLASS _n �¢12"O.C.E.S. /4"MAX.FROM PIN ASSEMBLY AX.FROM PIN SEPARAT oN 1g 7 �u74 QWAND©0 GUIDE TO BUSHING TOB 5 ING PER TABLE 2 H m=w w Z "m m w" umi HER ITYP.) x=zuJ WW '��" �� ASSEMBLY WASHER(TYP.) M 1/2'•TYP. EXISTING CONCRETE, m GLASS / BLOCK OR WOOD FRAMING w 3 CONNECTION TYPE OR DOOR—� X Z o Z F N rL F 3 / ENCE ANCHOR 4 Q w CHEDULE FOR MAX. D a m 4 CONNECTION TYPE EEDGE REFERENCE ANCHOR PACING u m .moi O ` '• - ••• �/ DIS SCHEDULE FOR MAX. Q SPACING AS SHOWN 8 / 3 CONNECTION TYPE IN DIAGRAM ON PG,9 o v~i 5 OR 6 OR G REFERENCE ANCHOR EXISTING CONCRETE, w o S0 6 m 6nomSCHEDULE FOR MAX.SPACING.ALT.FASTENER BLOCK OR W000 FRAMING 1/4"MAX.FROM PIN J LOCATION.FRONT AND C1 CONNECTION TYPE GUIDE TO BUSHING BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ �O WASHER(TYP.) 1W.0 E W f PIN GUIDE TO WITH THIS LOCATION B SCHEDULE FOR MAX. 1g SCALE i 3"=1'-0" SPACING 5 CONNECTION TYPE I BUSHING WASHER O INSIDE MOUNT SECTION o (TYP A REFERENCE ANCHOR a SCALE i 3 T-0" SCHEDULE FOR MAX. °¢w EXISTING CONCRETE, SPACING Q"' \ / BLOCK OR WOOD FRAMI EMBED. O za 6 m O BUILD OUT MOUNT SECTION z TYP. BOTTOM CQ Q EXISTING CONCRETE, SCALE,3"=1'-0" r uBLOCK OR WOOD FRAMING m � 3g NOTE.FOR DETAILS A,B.D.AND E ON THIS SHEET. EDGE IST� EXISTING a' g THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED. STRUCTURE aI „ WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR 5 CONNECTION TYPE IR v A MINIMUM OF TWO SETS OF ANCHORS AND IS A SCHEDULE FOR MAX. REFERENCE ANCHOR O MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W E SPACING SCHEDULE FOR MAX, r m $ USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING ,y OVER THE GAPS BETWEEN SECTIONS. 3 16 SRO �+ w GLASS w F w o 3 OR DOOR MH f' » cc w 012 x 1/2"SMS @ 12" EPARATI x J ww w W'-J v w w II--J O.C.OR 3/16"B ALUM. PER v=i w Q 13j--(Amo- 5 w=p•- - -��� 5 FN=S,-, POP RIVETS@6"O.C. TABLE2 X Oz1- GLASS OR UMR GLA =Z61 �W " vI w w OR 1/4"H ALUM.POP Q a a DOOR— N _ ¢ G �� <° MN GLASS 13 S z u m RIVETS @ 12"O.C• E u m PER TABLET a z SEPARATION �w o m Q W X w¢4 PER TABLE XzC3Z� FJOa @g 1/4-20 S:S.MACHINE Q W o aQ. QT AND OB 1/4"MAX.FROM PIN SCREW&NUT @ E w m ASSEMBLY 1/2" GUIDE TO BUSHING 12"O.-.— TYP. WASHER(TYP.) (-I.AS S C l7 Vl 1/46 P.' R Cbl OCJR 1/4"MAX.FROM PIN m "MAX.FROM PIN u` a GUIDE TO BUSHING 4 CONNECTION TYPE w o 1/ GUIDE TO BUSHING o J° ^' WASHER(TYP.) EDGE REFERENCE ANCHOR OO WASHER ITYP.I r d €� e X 5 6 EXISTING CONCRETE, SCHEDULE FOR MAX. WFYMWPPRMLeDa rOOPE. BLOCK OR WOOD DIST. SPACING AS SHOWN 2 CONNECTION TYPE FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR 15-2339 OP. BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. - SCALED y x 3"x 1/4"CONT. 3 CONNECTION TYPE 412 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE oescuanoro 8063-T6 ALU.M.AN3LE REFERENCE ANCHOR SPACING.ALT.FASTENER ?>rA', BE^EV_RSE:J SCHEDULE FOR MAX. O.C.OR 3/16"0 ALUM. EXISTING CONCRETE, POP RIVETS 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING - SHOWN D=SHEET) SPACING �° BACK ANCHORS NOT REQ'D ' OR 1IVET ALUM.POP WITH THIS LOCATION .e RIVETS CO12"O.C. Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL BUILD OUT f SCALE:3" 1'-0" SCALE:3"=T-0" SECTIO ' -• SCALE:3"=1'-0" r". e {�ti "' )0 0,P.E. MN GLASS !! GLASS SEPARATION o-wi !!r rrrr OR DOOR 4L PER)ABLE 2 13 C'3 o w = GLASS OR DOOR �uN D. + 3:,w W Q GLASS DR MN GLASS •�. awl(L DOOR PER TABLEO2 �UP Qy MR CLA55 W J wEN FSEPARATIONV,x !} PER TABLE2 W j Q-smO ul tl 14 v 13 pow _ �Z rnTui 13 X w0,vii - 13 X znu l:J .Qc 3z E u z Cl CONNECTION TYPE a o z N w �J f'E^-}J• '= 1 1/4"MAX.FROM PIN GUIDE o a REFERENCE ANCHOR v Q $ TO BUSHING WASHER(TYP.) 2B "'I v� SCHEDULE FOR MAX. 0. :'+3 SPACING Q Vt N rL;i 3 D TWO 1/4"0 WOOD '250 q w r'••-' x eP I LAG SCREWS @ 24" C4 CONNECTION TYPE ,1'S '250•• aw O.C.MAX,WIT N 2" REFERENCE ANCHOR THREADED PENETRATION • SCHEDULE FOR MAX. 1 s a E + T"INTO CENTER OF 2X STUDS SPACING IB = r; EMB."r' 1»SMS @ MIDSpAN BETWEEN /� 51, ! N STUDS FOR TRACK TO i"x 4" / EXISTING HOST STRUCTURE r p1 id PLYWOOD& TUBE CONNECTION U� STUCCO FINISH 1"x 4"X.125- 6063-T6 ALUM.TUBE DECORATIVE FLOOR TRACK DETAILO WALL MOUNT SILL DETAIL w THIS DETAIL 70 BE USED WHEN STUD SPACING N SCALE.3 1'-0" SCALE,3 P-0" d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. liM wS q M @G WALL MOUNT SECTION THIS DETAIL MAY `41 SCALE,3 1'-0'• ALSO BE USED - tri z CO z AT TOP U¢ 31 ACCORDION SHUTTER - - < a PER PRODUCT APPROVAL r o —GLASS F- o 7 ? w MR GLASS OR DOOR i- I SEPARATIOND in a =I ° PER TABLE 2. 13 m n EXISTING WOOD(G=0.421 0 r k APPLICABLE AT TOD Z Q TRUSS OR RAFTER AND/ORBOTrOM X Q 7C c(0 24"MAX.D.C. -1/2'-1/2" Q E in 2* 0 6 2"OR 3" E N EXISTING FINISH MATERIAL • i/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6' i {I •� w a " •' So TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE �I � o 5S u. 2";:3"k fa",% 47-14VOL3 OR ca 2:175" ( � 1/4"TILE iTYP.) 1/4"0'WOOD XAG i w 2"ir 2`�iy',t LJa'tIN(lOUS 1" vv `v .FINISH MATERIAL SCREWS WITH2-3/4" G06i-T6 nt RQ'N'.1,�1 A?lGLE MINIMUM THREADED 3 .9 314"PLYWOOD z $ R 0.9"MIN,THICK 6061-T6 ALUM TRACK X '^1/4'O'A325 GRADE THRU BOLT 7"O,C. FENETR."T"IN WOOD @ S 6 (� EACH RAFTER OF TRUSS, 71 AA'riGLr FAS"ENep TO FASTENED TO ANGLE WITH 1/4-20 E �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24•'D.C.MAX.WHEREIF p� 1 _ MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND EX35Tif„i.�tiS:CJNCPETE AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN-•/ a HOSTSTtTUC:rSRE WITH � k3 ``�— '1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO "? W(L,CLCO ULTRRCCi{S rt? EXISTING CONCRETE HOST - ti. 5"O.C,W/1-1/4"MIN.EMB. NEXT TRUSS. w w~"j a •: 7"FROM 2NCS AND 4'O.C. 2.1/2"MIN. � STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W J1-7l0" F"- :):D ,- FOR 6AL4NCr WITH R4" MIN.EMB. IN WOOD SG=0,42,TO 0,55. i�'j n, HIPS EIdSEOi-0EIST`AND 211," MA`C.DESIGN LDAD AT S'•0"MAX SPAN: EXISTING CONCRETE, ';5 •t3 =1x-Z u m' G }. t 62 P.S.F. 'A L7 M Q caPrwcnrrnuaLUJdUADOPE MITI EDGL'bISTANCE, HOLLOW BLOCK OR X Z°Z F STAGGE"r.EJ S:JITlf 3'TIIN. MAX,DESIGN LOAD AT 6`-0"MAX SPAN: WOOD FRAMING.SEE i 2"x 5"x 1/B"CONT. QJ w a Q 15-2339 Si'.:CING,TYP, _3 52 P.S.F. ANCHOR SCHEO. �' ALUM.ANGLE(6063-T6) F w scALs: is BASED ON TYPE OF-1Q BUILDOUT MOUNT STRUCTURE AE DESCR]PTlON r-"O' .I'IO SCALE:N75 ((MAX.DESIGN LOAD,s 72 P.S.F.) 4; PASS THRU DETAIL TRUSS MOUNT SECTION °pt] Hb SCALE:3"a 1'-0" SCALE:3 1'-0" ;'1 nurlrlWp�Do,P.e. EXISTING HOST ALT.LEG DIRECTION .. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 718"MIN 3- EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM .t '.. fj2" SPACING,AND 3"MINIMUM EDGE DISTANCE SHUTTER BLADES ASSEMBLY ^�Y,.•-�-• =- { L' (2)6063-76 ALUMINUM I '...P iP.t Bh'7: I---! 1 ANGLES PER BEAM END,SIZE ; PER SPAN TUBE SCHEDULE N�` ,y EMBED. SPAN TUBE PER ?*L ^z ! DESIGN SCHEDULE ry,"6'. a (�Iry �( 4 l7 ACCESS HOLE i(4-20 MACHINE BOLT W(NU7 @5�D' 8 7a$Q :f EDGE OF ACCORDIONz.-? 12"O.0 OR#14 x 3/4"SMS 6'0.C. fiI "'�''uSHUTTER BLADES F u �?�M77MAX. J///rgtgx S 6' I813"MIN 3 16 f8 4 d EDGE F c 00��7:A7:I",k t:OLE{TO RECEIVE DISTANCE MIN.GLASS 13 �z ry o "VAr$EMBLY) EXISTING U SEPARATION w}-o D m 3 YJ ;!AXV.111t.l CF 3'N[NOOI':S GLASS OR hj o w j { P`cR EVERY OTHER BLADE DOOR N 05 p w Y t IGHT-N-VIEW WINDOW ��o GE ((1/2"MAX W a ow ;v EXTERIOR ELEV a DISTANCE N N zNm 5 6 FROM PIN GUIDE • 0 0 z Z TO SUSHI G WASHER TYP. m GSO n ACCESS 114-20 MACHINE BOLT W/NUT @i m m y ^1/2. HOLE 12"O.0 OR#14 x 3/4"SMS 6"D.C. .E ' 2875"0 HOLE TO SPAN TUBE PER w rrr333 •RECEIVE ROUND EMBED. DESIGN SCHEDULE rc$ d WINDOW.ASSEMBLY t 1t2^ (2)6063-T6 ALUMINUM & TIAX. ANGLES PER BEAM END,SIZE mn 0 m •� EXISTING - PER SPAN TUBE SCHEDULE p�@ ff !' HOST 1/4 O THRU BOLTS SEE BEAM O=�„ STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .a EMBED IN CONCRETE OR HOLLOW BLOCK,3"611MIMUM SPACING,AND 3"MINIMUM EDGE DISTANCE t-�.�` O 0.1?.S'•r,?- 0.125" �• E 3 g " i:ai2^• 0.032" MAX,DESIGN LOAD-&72 PSF ZZ 3 SPAN TUBE SECTION N.T.S. _ VERT SECTION • �?.`,o`�` ?�'• f SPAN TUBE SCHEDULE U11111CR OF "' I-Y •{i 1 ALLOWABLE USE NUMBER OF ANGHORS PER MINIMUMANGLE - r _ TUBE SHUTTER SPAN THRVBOLTS ANGLE LENGTH l' V �: Z•� ROUND SIZE SPAN - `^ 0 `F- 4 f g WINDOW 10P BO7TQM TOP DDTTOM TOP BOTTOM 10P BOTTOM ASSEMBLY 1 I; n@$ TUBE TUBE TUBE TUBE TU%�TUSE TUBE TUBE A p •i, ''i1 m� 00' 123.8• 135.2" 2 2 2 3 _4" _7" g 6a .p 2..x5"% 3 3._.- 7" '7" Y•- :`1 /f - 0.225" 123" 09.9" 94.4" 2 2 3 3 7" 7" $F2 - I! so^ 1207• 157.0" z z 2 ,3 4• 7"96" 114.8" 124.1" 2 2 '3 3 7" 0.125" °4 123" 1428' 109,6" 2 2 4 4 _10^ - 10" £1" 60• 138_0" 190.9" 2 2 a 3 _ 7" 7" 6g f 2"z 8"x -'B6" 122.7' 155.7" 2 2 3 4 T 10" .pS --}O.IBB" 0.125' d �- Q,G75" 03,250" 123" 7i6A' 737.6" 2 3 4 5 t0^. 13! .- ' 60" 758.1' 240.0" 2 2 3 4 7" 10" y y pR Oa875' 98" 140.6 229.9_ 2 3 4 0 10' 16- v L!GL _-f',-VIEW WINDOW \ 123" 1322' 203.1" 3 �d ^5 7 13" 19" @@ T' \ CCP11WtR7RA(LSLBBCU A7PE. SASIC PLASTICS SLX143LT•UL-941{8 // SPAN TUBE SCHEDULE NOTES: I USE 2"x3"414" x 'x 4"ANGLES FOR 2"x5"&2"x6'BEAMS, 15'239 21 USE 2"x5"414"ANGLES FOR 2'xS'&2"40"BEAMS. SCALE; " 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION: ` :. 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, 2 S. SPAN TUBES MAY BE USED W A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W( ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS{INCLUDING SPANS, °F ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 • N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' 8 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063•T6 ALUMINUM. sii, 6`_ t qq' EDULE: CONCRETE :. � ^- 2.5"MW EDGE DISTANCE ,_- '•ip`1 ,7 Scan UP.T°6'-d" Soars,UO TO 8•-3" SDaRS UP TO 12'-0 V`#' CONN TYPE CONN TYPE CONN TYPE WSO c1 I a 1 c3 I c4 cs I Cl ! u c3 ca I cs c1 I cz c3 I ca cs , I'f;,rA'rCOi4 GR ELCO ` 53 :6.0"16.0"IS:O"16.0"16.0"1610".16.0" 9:0" 13.0"16.0"16.0" 9.5" S.S" 8.5" 14.5" ULTRA.^0:4 WITH 1-3/4" _53 36.2!"16.0"SO.S" 14.5"15_,0"16.0"120" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" :M1;BED(7192ps1 t4tit CONC} 62 16.0"16.0" 8.5" 12.5"16.0"I6.0" 9.5" S.5" 8.5" 15.0"I5.0" ZS" 4.S" 7.5" 10.5" 4�F' �� �s _ 70_16.0"13,0" 7.V'• R.-o"I6.o"15.5" B.0'_ 5.0" 7.5" 11.5"15.01, 7.5" 4.5" 7.5" 10.5" 7 /�GOMBINATION �jf �``.,z 'I 100 150" ZS" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10,5'15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5 tTYP g J ]0 COMBINATION /// � F l' ---.- -• 1',•44:1°.;E41l11M 44ILLFASF• •. A$., b.0"16A"15.0"16.0"16.0'•16.0"16.0" 9.0" 13.5"16,0"16.0" 8.5" S.S" 9.O" 13,5" t�tyyt• „"1({; a 0 YBTH 03/4"EMBED(3275Psi 53. 16.0"L6.0"11.0"15.0"16.0"16A"1L.0" 7.0" 20.5'16.0'13.5" 7.0•' 4.5" 7,5•` 9_5"' Z('}W uj S MIN CONCRETE) 62 16,0"150" 8.5" 131"16.0"16.0" 8.5" 5.5" 9.0" 13,5"13.5" 7.0" 4.5 7.5" 9.S" O R }Q N n 70 16,0"121" 7,0" 11:0"16.0"14.0" 7.0" 4.5" 8A'" 10.5'13.5" 7,0" 4;S_ 7.5" 9.5" dl Q 'Q 100 13.5" 7.0" 4.5" 7.5" 9.5'• 13.5" 7.0" 4.5•' 7.5" 9.5" 1313IE 7.0" 4.5" 7.5" 9.5, Z][ u m J4" LCO CRETEFLEX 554 43 16.0 160"'16.0"16,0'116.0"116.0"116.0"13.5 16.0"16.0"160'112.5" 8.0•' 13.0'•16.0" 1 x 5 TYP. 2 x S 17YP. W jL+U1 •N•1 w,yYi?gC� 3m 11!0 Cot C)EtdOEC(3350ps1 MIN 62 16.0 16,0 32.5" LU 1*014,01- 16.0"12.5"1B.0" 13.0"1610"25,0IO.0" 6.5" ILO"14.0" 570 16.0"16.6"10.5'1 16.0"30.5" 7.0" 11.5"15,0"16.0"10.0" 6.5" 11.0 14,0 o 100 1 16.0'10.0". 6.5" 11.0"14.0' 16.0""10.0" 6.5" 1L0"14.V' N LU�' 1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. a ci cz c3 c4 Cs Cl cz C3 ca C5 Cl cz c3 c4 C5 SPACING DIAGRAM FOR.C2 & C4 CONNECTION TYPE: �1/4"iT1N rAPCON OR CLCD 43 36.0"16.0'• 7.5" B.o" 16.0'•16.0••16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.O" 4A" C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE n (UL'3RACO11 WITH 1-3/4" 53 16.0"16.0 5.5" 6,5" 16.0"16,0"32.0" 4.5" 16.0 14.5" 7.5" 30.0" ANCHORS ONLY M ° EnFEO({192P51 MIN CONC) 62 16y0"iS.S'_ 4.5"J.5,5" 16.0"16.0" 9.0" 4.0" 14.5"14.8"7.5" 10.0" - C4 CONNECTION TYPE USING PIECE O WITH ' ,: + ,0 i6,G"12.5" 4.0'7 so. 16.0"I5.0" OUTSIDE ANCHORS ON { `...�_--_ f/r .5" 7.5"I����/. ONLY _ N 5 9 Y i/4"t•tILIEN!'vPt tolLLPAST _4�_1_5.G"1E,9'•11._0'•13.5"16.0"16_0"I3_0" 6.5" 9.5" 16.0"13.0" 7.0' 4.0" 6.5" Id.S" g $ W.TH i-3/4"EMBED(3275pst 53 16.V'I6:0" 3.0" 11.0'S6A"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5 7.5 ANCHOR NOTES: 6 MIN CONCREE) 5 161"ITS 6.0" 9,0" 16.0'•13.5" 7.0" 4.0" 6.5" 11.0"10.5" S.S" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING Nn' a m 70 I6.o" 9.5" 5.S" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" lOS" 5.5 5.5 7.5 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE pb O M SOC 10.5" 5.5"Wixi 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" IO.S" 5.5 S.S" 7.S" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). Ito QN2 d 1-1/4"MIN EOGE DISTANCE Ili"ALL-POtttTS SOLIO-SET - 2. ENTER ANCH00.SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, e m s ANCHOR W/718"EMBED& C1 C2 C3 C4 C5 CS C2 C3 C4 C5 C1 CZ C3 C4- C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR U¢ ii�r20 55 MACHINE SCREW 43 16.0'16.0" 8.5" 10.5 16,0"16,0"12,0" 5.5" 7u5" 16.0"12.5" 6.S• 3,0•' S.o" 200" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m S q f (3000p51 MIN CONC) 53 16.0"15.0" 6.5" B.0" 16.0"16.0" S. 4,0" 6.0" 15.5"10.0" S. 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN, --�� f•�yi 5G u2 16.0"iL0' S.0" T 0" 16.0'12.5" 6.5" 3,5•' 5.0" 10,0"10.0" 5,0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 + 70 16.0' 9,0" 4.S" 6.0 36.0 10.5" S.5" 3,0 4.0 8.0" 10.0" 5.0" 4.6" ZO" 3 - 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $ 700 30.0' S.0^ 4:0" 7.0" 10.0" 5A" 4.0 7.0" 10,0" 5.0" 4.0" 7.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER w v 1/k":.0LL-'DINTS SOLID-SET _ 3"MIN EDGE DISTANCE • _ _ ANCHOR TYP.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - Nf.MOR W/,7(8'EMBED& GS CZ C3 C4 CS Cl C2 C3 C4 C5 CS C2 C3 Gq CS CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ° + ij-20 5S MACHINE SCREWE4116,0"16.0"16.0'16.0"16,0"16.0"16 " S.O"16.0" CONNECTION TYPE.Th P-•-~i- 3(3 OOpsl F1UI CONC) 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.5"161"16.0" 8.5" S.S" 9.5" 12.01, 5. ALL CONCRETE ANCHORS SHALL BE FNSTALLED TO NON-CRACKED CONCRETE16.0"16,0"10.5"16.0"16.0"36,0'111" 7.0'• 11.0"16,0"16.01, 8.5" 5.5" 9.5" 121" ONLY.� 16,0"15.0" 9.0" 14.0"36.0 16.0" 9.0" 6.0" 10.0"13.0"16.0" 0.5" S.S" 9.5" 12.0" 6. THE CONTRACTOR fS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED S. S.S' 9.5" I2.0"16.V8.5" 5.5" 9.5" 121" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 'N+ 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER " 1(4"POWERS SS DROP-IN FINISHES. p Wj1/4;20 SS BOLT AND CS C2 C7 C4 CS CS C2 C3 C4 C5 CS t2 C3 C4 CS g" ¢•+C� 1"IMBED(3000PSI MIN 43 1.6,0"160" 14.0" 16.0"I6.0"16,0" 14.0'" 8.0" 12.5 16.0 14.d 7.5 5.0" 8.0" 11.5" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS � I15 ICCNC) 53 26.0"i6A" 93" 14.0"161"16.0" 9.5`. 6.0 10.0 36.0 11.5 6.0 4.0 7.0 8,0 VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 8888 6tl 62 16.0"12.5" 7.5" 17.0"16.0"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING 70 PLYWOOD ACCEPTABLE ONLY FOR = 6A + SIDE CLO�URE PIECES. -1 t -5 70 16.0"10.0' 6.5" 10.5"16.0"12.0' 6.0" 4.0" 7.5" 9.0" 11.5" 5.0" 4.0" 7.0" 8.0" ETI €8 100 11.5" 6.0" 4.0" 7.0" 8.0" 31.5' 6.0" 4.0" 7.0" 8.0" 11.5 6.0 4A" 7.0 BA.. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED!N CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3(4" ij!;`POWERS SS DROP-IN 3-1_12"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL @ 1/4.20 SS BOLT AI4D C3� C2 C3 64 �C5 C1 c2 C3 C4 CS CI C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11:MBEC(3000psi FRN 43 16.G"16.0 15.0"16.0"36.0"16.0"14.5 9.0" 13.5"16.0"SS.O" 7.5 5.0 9,0 12.0 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN +5 CONC) S3 16.0"16.0"10.5' 15.0"1E.0"16.0"10.0" 6.5" 10.5"16_0"12.0" 6.0" 4.D" 7.S" 8,5 HEAD ANHOR BOLT),HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER d " 13.0' 8.0" 32.5"16.0"15.0" 8A" 5.0" 9.0" 12.01,12,0" 6.0 4.0" 7.S" B.5" 70 16.0"SDS" 7.0•' 31.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0' 7.5" B.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. loo 12.0" 6.0" 4.0" 7.5" B,5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" fib 2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHER WINGNUT. CoPMoHTF9"LNMW4WPE P12 SMS W/2"MINALL Cl I CZ C3 C4 C5 C1 C2 C3 CA CS Ct C2 C3 C4 CS AFMOR TmGERT W/2"EMOED 43 16.0"16.0^11.5'i4.a"16,0"36.0"16.0" 7.5" 10.01,16.0"16,0'• ao" 4.5" 6.5'_13 5" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15.2339 (2f OOpsl:11N CONC) 53 16,0"16.0" 8.5" 11.0"16.0"16.0•'11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3,5" 5.S" IdA" - 621b.0'i6A" 9.0' 4.5" 6.5" 14.0"24.0" 7A" 3.5" 5.5" 20.0" 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT 8E USED TO scncE: DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRSPIION: " �„-r 4? TO 16.0" 12.0" H'.' 8.0" 16.01, 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOL�OW BLOCK 100 14.0" ?.0" 3.5" 5.5" 10.0"14.01, 3.5" 5.5" 10.0••14.0" 7.0" 3.5" 5.5" 10.0" '! 01%514S N/2.75'EYEV60LL 43 96N_� LG.O"16.0 16.0"16.0" 36.0" IG.O" 10.0"14.0"160"16A"11.5" 6.0" :-1 ARVOR INSEaTWJ2.5" 53 16.0"12.0'1b.0"16.0"16.0"35.6" 7.5" 11.4"16.0"16.0" 9,0" 5.0" 5.0" 13,0" c EM.:ED(2000pst 131: CONC). _62 16.0"�9'.5" 13.5"ib.0"16.01 11.5" 6.5" 9.5" 16.0"16.0" 90" 5.0" 8.0" 13.0" 4 _ -70 Sfi.O" B.O" 115"i6A"16,0" 9.5" 5.5" B.5" 14,0"16.0" 9.0" 5.0"' 8,0 13.0" 100 33.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" BA" 13.0" 3 i `1 P4 11 A9/7tj// ANCHOR SCHEDULE; CONCRETE(CONT.) 2-3116"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •ll�t{ I'7A, r 5bans No To d'•U" Spans Up To 8'-3" Spans UD To 12'0" Spans Up To 6'•0" Spans Up To 8'-3" Spans Up 70 12'-0" � LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE • ' O ANCNOR (Pst) " m Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 'C3 C4 CS Cl C2 C3 C4 CS = 5j ib"I7Yt TAPCON XL W21'FtF62 16.0"16.0"16.0"36.0"16.0"26.0"16.0"12,4"16.0"Sb.O"16.0"ISA" 7.0" 12.4"16.0"56.0"16.0'•16.0"16.0'"16.0"16.0"16.0"12 5"16.0"16.0"16.0•'11.5" 7.511 12.0"16.0- ,,ceryl 7 I-3/4,1 EMBED(2899p I MIN16.0"16,0"14.0"16.0"16.0"16.0"14.5--19.0" 14,0"16.0"i6.tl" 9.0" 6.d" 10.0':12.5" 6.0" 10.5"13,0" "J'•' m;�\CV .e CONC) 16.0"16.0"11.5'16.0"16.0"16.0"11.5" 7.5' 12.0"16.4"16.0".9A" 6A" 10.0"12.5"16.0'"16A"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"]6.Q"'16.0" 9.5"' 6.0" 10.5"13.0"16.0"I5.5" 9.5" 15.0 16.0 L.09.5 6.010,5"13.5"16.0" 9.0" 6.0" 10.0"12.5"I6.p"14.0"]0.0"IS.O"16.0"16.0"10.0" 6.5" 10.5"14.0"16,0" 9.S' G.0" 10.5"13.0"-.. - - __ fiS.Q.1 9.0" 6.0" 10.0"32.5"16.0" 4.0" 6.D" 10.0"]..F IbA" 9.4" 6.0" 10.0"12.5"]6.0" 9.S" 6.0" 10.5"13A"16.0" 9.5" 6.0" 10.5"13A�'16.01; 9.5" 6A" iQ.$"13.0"5/16"ELCO ULTRACON WITH16.0"16.0"16.0"16.0"16,0"16,0"a12.0" 8.0" U;Z.0"l4.V' SbA"8.0" B.0" 13.5"I6.0"16.0"16.0"L6.0"Sd.O"16.0"16.0"16.0"15,0"1610"16.0"16.0"13.tl" 9.0" ISA"16.0"1.3%4"EMBED(3SDOpsI hltf{ 16.0"16.0"I6.0"16`0"16A"16.0" 16.Q" 4.5" 6.5" 11.5"13.5"36.0"IG.O"iG.O"16.0"i6A"id.0"36.0"SLq'16.0"I6.0"I6.0"10.5' 7.5" 12.5"15.0" } W a:CONC) I6A"36.0"12.5"16.0"16.0"16.0" 16.0" 9.5" 6S" 11.5"13.5'16.D"16:0•'14.0"16.0"16.0"16.0"13.5" 9.0" 25.0"16.0"16.0"10.5" 7.5" 12.5"15.0"o 70 16.0"16.0•'10.5"16.0"16.0"16A" 16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"11.5"16.0"1b.0"Sfi.O"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" Zy ,�,�IIIw U 300 16.0" 9.S" 6.5" 11.5"13.5••16.0" 1fi.0" 9.5" 6.5" 11.5"13.5"L6.0"ip.5" 7.S" 12.5"15,0"116.0"110.5"17.5" 12.5"15.0"16.0"10.5" 7.5" 12.5 15.0 LlL((3(�'j( `ty'�0. 3 114"1304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3"MIN EDGE DtSTA_N_CE _ _ _ __ W }r al 3 Wj 1-314"EMBED(3000psI Ci { C2 C3 C4 CS Cl C2 C3 Cd C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 CS l4 a. m F MIN CONC) 43 16A"14.5" 6.5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7_.0': 3.5" 4.0" S-S" 16.0"16,0'13.5"16.0"16.0"14.0"14.0" 8.0" 32.0"16.0"14.5" 7.5" 4.S' 8.0" 11.5" p w 53 14.0" 8.5" 4.5' 6.5" 14.0" 9.0" -0.5" 3.0" 4,5" 9.0" S.0" 3.0" 3.q" 4,0" 1fi.0"16.0" 4.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0w'12.0'" 6.0"W6.5" B.".62 11.5:' 6.S' 3.5" 5.5" 12.0" 7.0" 3,5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"Sd.O"14.5" 7.5 5.0" 8.0" 12.012.0" 6`0" 6.5'_ 85"70 9.5" 5.0" 3.D'" 5.0" 10.0" 6.0" 3.4" 3.S" 4.5" b.0" 3.0" 3.q" 4.0" 16.0"10.5" 6.5" iq.0"iG.O"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 6.S" 8.5"100 6.0 3.D 3.0 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" ].tl" 4.4" 12.0" 6.0�' 4.0" 6.5" $.5" 12.0" d.0" 4.0" 6.5" 0.5" 72A" 6.0" 6.5" 8.S" ' » s ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK I."MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE E .. U Scans UD To 6'-0" Spans Uv To 8'-3" SpansUD To 12'-0" Soans No Ta 6'-0" Spans Up To e'-3" Spans Up To 12'-0" 4 b O(o ANCHOR OA CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE r C Ci C2 C3 C4 C5 CI I C2 C3 C4 CS CS C2 C3 C4 C5 Cl C2 I C3 I C4 CS Cl C2 C3 C4 C5 Cl I C2 C3 3 C4 C5 :4 M 114"ITW TAPCON WITH 43 1-174"EMBED 53 7.0" 4.0" 7.0" 4.5" 9 5" 9.5" 6.0" 3.5" S.0" 9.5" 6.0" 3.0" 3.5 6A" 4.0" 2 m =4 - 62 5.5" 3.0" 6.0" 3.5" B.0" 4,0" 4.5" 0.0" 5;0"_jam 3.0" 4.0" 4.0" b ..,. ..- %% Z 3 70 4.5"� S.0" 3.0" 5.S" 3.5" 3.5" 6.5" 4.0" 3.0" dA" m E O " 100 4.0" WMA • I;d"E!CO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" I.W. 13.0"1R.5" 4.S" 6".. 13.0" 9.0" 5.0" 3.0" 4.0'.19.0-- 1-1!4- .0" 9.0"1.2!4"EMBED 53 1015' 6.5" 30.5" b.5" 3.5" 5.0" 30.5" 6.5"; 3.5" 3.5" o 6..5" 8,5 4..0" 33.b62 B_ 4.5' . . . 0" • 'E 3 S 'Fa 70 7.0" 7.5' 7�0" 3.5" 3.5" 7.5" 4.5"; 4.0" 3.0" 4.0'9 3.0" 9,0" •¢ O 1/4"FNLLENIUM MILLFAS7 4312.5"10.5" 4,411 SA" 12.5" 9.0" 5.0" 9.0" 5.0" 4.0" 13.5 11.5" 5." S.S5'" 7.51' 13.5"10.01. S. 5.0" 30.0" 55" 4.5" o m ANCHOR W/1.1/4"EMBED 53 10.0" 6.0" A.0" 10.0-116 .0" 4.0" 11.0" 6.5" AA ' 11.0" 7.0 4.0" 7.0" 62 8.0" 4.5" 4.0" 7.5, ' 4.0" 4.0" $,0" 4455" 4.5" 2 " 100 4.0" 4.0" 4.0" 0 1/4"ALL-POINTS SOLIDSET 1-1/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE 0: "+ - - . - -' ANCHOR Wj 7/8"EMBED& C] C2 C3 CA CS Cl C2 C3 C4 C5 C] C2 C3 C4 C5 Cl C2 C3 C4 CS CS C2 C3 U CS Cl C2 C3 C4 C5 » 9 I/4-20 SS FIACHlNE SCREW 43 15.0"13.0" 5A" 6.0" 15.0'_11.0" 6.0" 3.0" 4.0" 11.0" 6.01, 3.0" 5.0" IG,O"IG.O" 6.5" 10.0"16.0"16.0"10.5" 5.0" 7.0': 16.0" 11.0" 5.5" 3.0" .4.5" s 533.5" A.5" 12.5" $.0" 4.0" 3.3" 8.0" S.0"% 3.5" 16:0"33.0" 6.Q" 8.0" 16.U'14.4" 7.5" 4.0" 5.5" 13.5" 4.0" 4.5'" 4.0" 62 10.0" 5.5" A.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 6.5" 16.0"31.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6_5" 70 6.5" 4.5"✓ 3.5" 9.0" 5.5" 4,0" 5.0" 3.5" 14.5" 8.0" A.0" 6.0" 15.5" 4.S" A.5"!� 4.0" 7.0" 9.0" .4.5" 4.0" 6.S" F100 SA" 3.5" 5.0" 3.5" S.0" 3.S" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5 9.0" 4.5" 4.0" 6.5" " 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE i h 5/I6"ITV!TAPCON XL WITH - - - -'- A'� 8 m - I-314'EMBED Cl C2 C3 C4 CS Cl C2 C3 C4 CS C[ C2 C3 C4 GS CI C2 I C3 C4 I CS I Cl C2 C3 C4 CS C1 C2 I C3 I C4 CS 43 12.0"16.0"14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" 53VA' 15.5" 9.5" 6.0" 93" 15.5" 62 13.0 7.0 A.5" 8.0 13.0 B.0" 4,0 5.5 6.5" a 70 - Y ppppggg, 100 G.5" 3.0: A.5" 4.5 6.5 A.5" A.5" 6.5 4.S" 4.5" o �, gg 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE AL2 5)15"E ICO ULTRACON WITH Cl Cl C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 C5 COPYRWVt3t6LE0CARD0P.E. I.1J4"EMBED 7q3 12.0"30.0" 4A01" .5" 7.5" ]5.00"539.5" 5.0" G.0" 16.0"10,5" 6.0" 8.5" 16.0"11.0" 6.0" 10.5 7.0 15-2339 SCALE:7.0" PAGE DESCRIPTION: rl I ANCHOR NOTES;SEE SHEET 9 FOR ANCHOR NOTES. N 00 �,a......_....._ - t r