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r � r.e �w ✓ a�' E '� �. Xr�,� E„s �` .4. ..5 w"Sart MONO �E _���_s.�.z��.e. .......e..,,.x.. E.._._...x.._. .............ate.�,.:..n.,...... ::.......,..._..,..... r.,.a`...-..: { .i.{k. ^':... L._., 's re BCIS Home Log In�; User Registration ' Hot Topics i Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map i Links Search db ,s+Product Approval USER:Public User " x Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL-1-3 57.RS_ Application Type e Isi Code Version Application Status .A proved Comments Archived Product ManufacturerTown and CountryIndustes; Address/Phone/Email 400 West McNab Road Ft.Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engexp.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 RS COI Index 2.odf FL13757 R5 COI Indep 3.1)df FL13757 R5 COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eouiv 2.odf FL13757 R5 Eouiv Eauiv 3.odf FL13757 R5 Eouiv Eauiv 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 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 II Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L.Bennardo, P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. _ "Wa 7.57. _ 6.8 Sfream'lin, tiutter Large Missile Impact Resistant Accordion Shutter System -- Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dwo 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.Ddf 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 RS II Dwo 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.)d anchorage,etc. Created by Independent Third Party: Yes Back Next Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Cooyriaht 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 sena 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 45S,F.S.must provide the Department with an email address if - they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please'click here. Product Approval Accepts: De k Card safe _���� a ter- .�: - •. _ ' 6 . 8 STREAMLINE SHUTTER 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(IBC1 AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH Z p'. �a �� MEET.,MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. A SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. < 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION $�0�� k i DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE - �i ' C� REppUIREMENTS'AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRA&, FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w= x w 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. >U w€ 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 (� a o L9; SAFETY FACTOR. Z r en e w 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND III N 0 9 3 C z ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL r CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 3 m 3 J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w 7. DEI ERMINE THE.POSITIVI AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w w D+o $ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR x < WIND LOAD CALCULATIONS IN.ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 vD SHALL BE USED. Z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, b5 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME i PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER A ,ewd 61G15-23(IF THE FLORIDA ADMINISTRATIVE CODE,10. THESE APPr,OVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE �SCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 5--�65 g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM m o,s 9 m THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �'o m 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ®� DOCUMENTS. Zm'.< 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTIONIIHH MM-BOTTOM u< OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION,AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SH!_R LER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS / g INFCPMATION, TOWN&COUNTRY INDUSTRIES i a MISSILE LEVEL T ASDM DALE FTYPICAL ACCORDION E1996&E330 L TAS 201,202&203 SHUTTER ELEVATION I. 0 R FLORIDA BUILDING CODE APPROVEDTABLE 2' 1 N.T.S. EXTERIOR ELEV {L�� 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N„WITH A MINIMUM Fy OF 25 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 LL ALUM.ALLOY. I 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL a p BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS Y 20. .ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE r 2SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. I 3. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-5/8" 2-3/8" 1-5l8" as 99" 3-1/2' 1.7/8" 3-518" fl-718" TABLE 1 NOTES: 120' 4-118" 2" 4-114" 2" a : I ACCORDION 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" g ACCORDION SHATTER SHUTTER SPAN SCHEDULE"ABOVE ARE ��t RT -- c,o MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �3�- a e I Q N SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 7.. _0W--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FRMdtL3E�MngooPE -1 I pf M1'IF, I, NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCORT6A� P 3HJ-iY:�a: �r.5i3N- I .DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 qh=-'I ;::SSURE I PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: - - PSF DESIGN PRESSURES FORTHE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGEDESCRIPTION: .. .. _ SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 7z•' L I r 10U HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE, o� v� __eI_____J____ i 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN Tl10SE �I `=l' J" �S _ I_ 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. --H---=- 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14 40 E1996.09. �STNot 1AVEOq,�l4Yl�R�DO�P.E. .PROJECTION VARIES NN-• ., 2.874 -'{j{-� 4.874"MAX. TKC'1I 0.115" I •" - . 0 0.080" p" 4.062" 0.450" v� ' ,' p 0.125" I.830" 0.062" ry u* ,•,*, o 1.708" 0.100' ry 1.700" 4.144"1 N ---i- _ 4.080" OA63" N 4,195" L, 0.195" x0.096" ( 0.070" raNv 0.060" iv 2.820" �•:� .T .v 0.060' 1,993" Ilt'o 0325" ----1_ 0.630" 0.630" 0.062" }-1.908"� 4?"•.• z 0.062" 0.062' -L i 0.143" I 0,096" / j 0.630" 0.630" ---{-� ,,, ,059" J 4.97Z" 0.971" jr• 41`4ft -1-•" "} TT f 0.143" SDC: -�--L 0 060" 0.06 1. 70"4 0.63U' /G: I>S 4.062 L0.200" 1.069"-� ---j. 069,11, 0.630" 0.06 10 0.462 3 Q 2"' .. -1.069" _ .. .. lJ ul 0 J4� ��ffiwLL� SUPPORT LEG OPTIONAL j j 4.200"� �-1.069"-{ 0•U62" 0" Wi�i x1.069" W :7S 5.745"MAX. .. 0.062" w 5.745"MAX, rn 3 x j WALL "� Q BUILD OUT WALL STREAMLINE CEILING TRACK a STREAMLINE WALL TRACK 5NEAVY HEAC7ER•`%SILL g LITE HEADER/SILL "gnu. SC•_'ALEIE0H 1:f-"StZE SCALE:HALF SIZE SCALE:HALF SIZE 4 SCALE:HALF SIZE SCALE HALF 5tZE SCALE:HALF SIZE •+0` Q to WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS � O,874"1- I 2.545551 4" 4.875' 2.195" 2.195" .230" ' e r 1.229" O.SOS• 0.464" F o 0.75" "a:[s 2.655" ~ t^ t1 . I�O10 inn o O �Zo1(t50 �uuuii e . " 4.84" 0105" TE 1.469" N 031 H T o P 07"Ni i 1069" 10.105 w 0.105" 0.075 ..0 . i J o 09 .i _J 11 4.510. 94 s NOTE:TESTED THICKNESS OF "4 o v � 4.787" _L � �-"---4,510"� �-••3.506"� DARE METAL W)0 PAINT IS 0.039" 7�SILL Og SILL ADAPTER Og EXTENDED SILL }p EXTENDED SILL ADAPTOR }� ADJUSTABLE SILL BOTTOM 13 6 8�STREPMLINE SLAT/BLADE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 51 CAL`-E:HALF SIZE SCALE:HALF SIZE �'" Q a 0.090" (0.477" 1.,70• 510" 1 0.143" _�_j10.590" 0.341" P- 70" 0.245" ` a 0.143" d a 1,708" 0.743" - 4.046" AIL d5 -� 0.115" (�0.080" y� 5 4.753" "ro o @ GG 2 y 0.090"rni 'O OA96" {� N 4.510" I-4.144" M , 4.404" jig d y 0.480" ii rr R I ,8 �E 0.682" 0.630" 0.060" ll COPYwc�rt- LAEXFW+DOPE 0.444" o.z27• o� 15-2339 OTE:THICKNESS OF BARE 2.822" ____� [----0.420" SCALE: - _ METAL WIG PAINT IS 0.039" 1 625" PAGE DESCRIPTION[ O6.6 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.6 STARTER �g WALL SILL CLIP Igb WALL SILL 15 SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE n tJ • �3� Eao d -0.125" 0.610° STAINLESS STEEL 280`,.L9_5y0" NYLON WASHER OR T ASSEMBLY I �0" ALUMINUM `? G / 0.320"0 HOLE w x0.050" 0.357" 1�" �`F/! /� o 3 o - 0.880' NYLON a g in w m #10 x 7.-3/4"410 HT S.S. 0.276° Q• '• ri O.OSb" WHEEL `r O p•ST 20^o INSERTS SCREW W/TC ULTRACOTE �- 0.591" T INTO COATING M Tr z 1 1.100' 0.240" m 0.062"t I a} •, J'Ana �p TRACK (TYP TOP&BOTTOM ry -1 = (}FTS o l I TYP.AT EVERY OTHER 0.750" f z I5'MAX. NYLON BUSHING W/WASHER: ° 7/16"0 x 1/2"@ INTERIOR JOINT TOP `I 0.8'70" /// 0" & INSIDE JOINT AT TOP. 0.154'-{ 0.137° //// -1V#p 7/16"0 x 1"B INTERIOR JOINT BOTTOM CYLINDER-SOLID BRASS,NICKEL PLATED � ` .,d 19 ANGLE EITHER CAN BE USED ON EXTERIOR I�4.. 0 HOUSING-ZINC DICAST,POWDER COATED _ SCALE.HALF SIZE k 22,ROL'LER ASSEMBLYy 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT ff1111 <9'u'(9 o SCA'L"-El!HALF-SIZE NOTE: MAY BE KEY OPERATED OUTSIDE U z S SCALE:HALF SIZE SCALE:HALF SIZE 7 N O s�w OR KEY/THUMB TURN OPERATED INSIDE. W °'w m 3"b {0.250" k 23 BRASS�P=l9S�i�LOGK �+ SCdINHAL-F-SIZE- bm 3 3 R0.155' o w dmo 2.7R50"-0.-250' � ri o -r--° 0.2m67"m mLu 0,500" 4.000"0.500 0.623" 0.236" 0.286" 1.710" .224 0,790" 0.090" 319" 0 0.53N 53" 2.250" .4 0.280.064" 0.09 n 0.607"a 7" 0.110^" nl 24" 0.239" En li0.60 0060" . 0.496" 5Y r^mr^na �3,476"- " 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 17s8^ g1t- 3 SCALE:HALF SIZE SCALE:HALF SIZE 0.160"1 � 0,222"y F' Io.240" I Q CIO 1.001 0.062" 0.062" x0.062" 0.176" v Z UNMA�TE-,LOG>> 31 MALE BOX CENTER 32 FEMALE BOX CENTER C1.� f uSCA'CEi HAL"F'SIZE;-_.^' SCALE:HALF SIZE SCALE.HALF SIZE S- E N c 3m .9 -4-0.062" I o g 5.500"x 13/16"WIDE -}0.400" I �� 167" 7/16"0 STAINLESS I STEEL NUT O 0 L T" o F 30 LL ^ 0.125" I n {ITc [0.180 o fl. _L " r 5/16-taxi MACHINE SCREW I I o.a38" 8 1 5/16"0 INTERNAL STAINLESS STEEL a m`-' +0.689" POW ER-COATED ZMC DIE-CAST 0.121" v ° DELTA 2022 SECTION A Ot'-'-�'^"' " THREAD HEAD STYLE VARIES $ D L,.� 36 T!L-_MK-ADAPTER 37 T-SCREW INSERT OT I-- 1.oso"� D TRIAL SYSTEMS 3g HUMB SCREW '! (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254^ 400 40bu40c . 35 BOX LOCK SCALE.HALF SIZE y SCALE:HALF SIZE f-z.000^-fNEXT s �-1.625" }-1.500" -+x0.125" mss' qq �I--• 0.050" 0.125" SCAALF SIZE L : H6g5 I 0.125" 0.093" 88d B,@@y 0.085" � T. n o 0 0.125" ON .B��E E 0.250" o `°' 0.085" M 0.093" ni CCPIiWIIIFPNMLBDM4tDOPE 15-2339 E ____ _ SCALE: - -_--_ 1 ILPAGE DESCRIPTION: G I - � END STRIP y 099 " 21 1,5"x3"x0.093" ANGLE 25 2"0%0.125" ANGLE ALT. 1 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SC.^VIE.HALF S17E . I tSC CHOR PER ANCHOR EDGE DIST. LE @ IB"O.C. EXISTING DIST. GLAZING SEE END STRIP F Ury - SCHEDULE FOR A .ANGLE EMBED SPAN WHEN USI _ a LEG D RECITON '� 20,40a,40b OR- c, ,•y EMBED. - zp�~ (INTERIOR) II II 1/4" OR 6.8 STARTER TA o 7 - B 17MAX. WITH 21 OR 25._ MIN.0.062"THICK 6063-T6 ALUM. EDG 30 ANGLE I"x 1"MIN.TO 2"x 5"MAX. 21 25 DIST. (ANGLE LEG MAY BE REVERSED) '/�// 2 ^ FASTEN ANGLE TO TRACK W/ xxa Y �J ANY ANCHOR.PER:ANCHOR-' (2)#10x1"SCREWS AT > -- _ SCHEDULE @1:18"'OAC.__._- CORNER,TOP&BOTTOM;AND UI Q l7 13 13 ATTACH TO 6.8 STAN'IER W/ Z nog ''"' / 12 x 1/2'GALVANIZED OR - Z $m w D 2 13 #12 x 1 2"GALVANIZED OR S.S.55SMS, S.S.SMS,3/16"0 ALUM.POP 6.80"(TYP.) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"O.C. 3�" 3 m s (EXTERIOR) 5/16.18 M. SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In�X 3 -' INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=V-0" ANY TRACK W/ w TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREIV BOSSES. / Ui HOLE SHALL BE 3/8"MAX WIDTH,UP TO a SCALE.3"=T-0" 1"HEIGHT. PS SPAN vSi 1"B/0(2.7") 82 OB" ® 72 00" 82 94" o USE 111 BRASS PUSH LOCK 112 BO" OR 111 5/16-18 THUMB R SCREW Ip�.�O THREADED LOCKING DETAILS FOR 2 75" u IN f371 AT 1/3 SPAN CENTER MATES 2"BIO(3.7'� 62 95" SEE END STRIP TO 2/3 AN FROM 2 BB' SCHEDULE FOR MAX. y ' P BOTTOM OF SHUTTER. SHOWN ON RANDOM 82 83" w 3 d 3RECEIVING HOLE SHALL BE 30 DETAILS 3"BIO(4.7") 62 86" SPAN WHEN USING - /e"MAX WIDTH,UP TO 13 '! 79' 20,40a,40b OR 40c, r 1"HEIGHT, 30 ® 82 74" 1/4" OR 6.8 STARTER ya y o Psi ALT.1"010 B2 110" gg Q„+ (2.7') 2 MAX. WITH 21 0825, S.F.5 zo -i12 81" 40 40 USE APPROPRIATE O z0`Q L F 1.5"x3" 45 93" q0 pQ STARTER STRIP TO m u o 52 87" PROVIDE CLOSURE E r 13 x0.093" FOR � uS w 23 60 81" BUILDING CONDITIONS. --� a 57 3" �--V'^ c ( tI 4 78(INSIDE) FASTEN STARTER STRIP o g 73 3— SCREWS AT CORNER'OTOP _q v 2"x3" 45 139" zwCIL xo.125• 62_ 129' ALTERNATE END STRIP DETAIL &BOTTOM. rO v B 13 F 30 lZn„ SCALE.3"=P-0" ANY TRACK W/SCREW I 2s 64 116" BOSSES. z t- I 70 111" 73 109" ySILL luta FOR GREATER SPANS OR LOADS THAN (n I 1 SHOWN IN END STRIP SCHEDULE,END x STRIPS REQUIRE A 171'.090*CLIP ANGLE ki: a V V) 140 HID SPAN USING ANYANCHOR ON THE EXISTING GLASS a - A 8 '0 z \ ANCHOR SCHEDULE 6 414x1/4•TEK o ? $ 73 SCREW OR 1/4-20 DOLT TO END STRIP. �y6 'S I USE(11 BRASS PUSH LOCK 30 z USE(1)BRASS PUSH LOCK t3 '�66 pppr OR 11 5/16-18 THUMB OR(11 5/16-18 THUMB (INSIDE) ]g SC 'JE 1 O THREADED 30 13 SCREW I O THREADED B 8 m INS RT 7 AT 1/3 SPAN d INSERT 37 AT 1/3 SPAN SILL o ,�1' n BOTTOM Ito, g�a BD7?/3 OF SHUTTER i a RECEIVING HOLE SHALL BE (OUTSIDE) g 6ppG h 3/B"MAX WIDTH,UP Tb- 6 ,y9 1�ji n 1"HEIGHT. 3 L a G O TYPICAL OUTSIDE CORNER CLOSURE __- __ _ m,�, 30 CC1 DETAILS WO/CORNER POST .l NTS 30 CCPFPYAiHP17E(L AE PF. 13 13 23 (OUTSIDE) 15-2339 s SILL R LOCK AT 1/3 SCALE. - SPAN TO 2/3 SPAN FROM PAGEDESCRIPTTON: rr BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F 99 @ DETAILS WO/CORNER POST fah MULTIPLE SHUTTER ASSEMBLY C NTS 2! SCALE:3"=V-D" �^I RICONNECTION TYPE EFERENJA EXISTING HOST SCHEDUL . STRUCTURE SPACING = •�1�1 i7.• 5t C1 CONN1/4-20 MACHINE BOLT REFEREN1/2" W/NUT @ 12"O.C.OR 4 - .^ \ SCHEDUL . ® #14 SMS @ 6"O.C. / SPACING (TYP.TOP&BOTTOM) TA F z- 2 FASTENERS ALUM. TUBE \C� � EACH ANGLES SEE3TAB ALLOYFOR SIZE. I 1 [5)OR[6�ORO1-HIP • i�`T'x 2"x 1/8 '' �� IALTERNATE THRU BO3 OR f�6 J Z /II� I �' 40OR 2"x 2"x 1/8CI CONNECTION TYPE o Z w C�iALUM.ANGLw U REFERENCE ANCHORMN GLASS ¢ < LL� o13 SCHEDULE FOR MAXSEPARATION 13 w Z 4THREE 3/16"0 SPACINGPER TABLE 2 F N 7 L m w POP RIVEr. �az�SS W w93gm q THREE#12 SMS, I I(� I OR DOOR '#m ¢ 3 w^3 b /16"0 ALUM.POP X I- N r"�3 U q IVET OR#12 SMS r'. 1 �� a=w U x TABLE A cm 78"O.C.(TYP.) s (� ) \'' R4��\ 50 6 O Z� a g PRESSURE VS ALLOWABLE LENGTH ALE OR _ to I-� 1 O w PSF 2 NoeB/08a 3 No 13/08• w O � CK-SLAT ❑� � ri 62 130" 18B" ALTERNATE THRU BOLT 1/4"MAX.FROM PIN ri C5 CONNECTION TYPE 1g$ 72 124" t79' CAL CORNER CLOSURE DETAILS REFERENCE ANCHOR C1 CONNECTION T17'E GUIDE TO BUSHING 82 119" 172' REFERENCE ANCHOR r-. _, WASHER(TYP.) NTS SCHEDULE FOR MAX. SCHEDULE FORMA d 92 114" 165• SPACING 102 110' 160" -IL___J I/ 114x3/4"SMS @9"O.C. F$ oP 120 104" 14r - / ANGLE TO TUBE CONNECTION 150 gr 131' TABLE B(CC4) _ EXISTING HOST EMBED. ' 60653�T5 ALUM.TUBE a li 200 STRUCTURE 5 CONNECTION TYPE °J 88' 114' PRESSURE VS ALLOWABLE LENGTH O zm<m PSF WITH f3/O \YT1H B/O REFERENCE ANCHOR ¢O E 2"Y2"xl 8" 3"z3"xl 8" EDGE DISTANCE SPACING SCHEDULE FOR MAX. a 62 1l3" 165" ,S W FASTENER @ 18"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION E 3 o 72 for 15r (USE ANY ANCHOR SHOWN E SCALE 3"=1'-0" b 82 1Br 14T IN ANCHOR SCHEDULE). v a 92 95' 139' r 102 90' 132' �. o ` 120 83' 122" h ' R 150 79" 109' � 200 w 69' 99' u 2'.x2"x 3/16 RIVET OR 012 SMS e .090"6063-T6 13 ~ _ o - a 10"D.C. OR 1/4-2 n MN.GLASS m w_ CPIUT&BOLT(TYP.). 17 ALUM.TUBE TYP. w EPARATION = Z v w y 3/16"0 ALUM.POP F PER TABLE IA p W a ppp ALUM. TUBE RIVET OR 012 SMS GLASS 2 X m z m c_1511 31 ° 6063-T6 ALLOY la 10"O.C.(TYP,) E DA DOOR 0 N I-- Q e SEE TA.A'.-E.B FOR SIZE. 2"x 5"x 1/8" 2 FASTENERS m n U 3 m x CONTINUOUS 1"x 2"x'.093"6063-T6 EACM ANGLE ALUMINUM ANGLE —Z OPTIONAL ANGLE INSIDE S� A'::M.A'nGL.,TYP. THREE 3/16"0 ALUM. 3 16 a o POP RIVETS OR 17 OR TYP. 17 w 'b Fye 17 THREE 012 SMS,TYP. m E ¢ 0 0 1"x2"x1/8" W a " OR 2 x 2"x 1/s" 4 CONNECTION TYPE y R ALUM.ANGLE ED REFERENCE ANCHOR SCHEDULE FOR MAX. USE MALE OR'FEMALE SPACING LOCK-SLAT WPYAx,HifM/OlLBE?I1V=P.E. EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 SCALE: s (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTIOM / OR x 1/2"GALJALUM. SCALE 3"-1'-0" rC 4 TYPICAL'CORNER CLOSURE DETAILS DR S. sr4s,3/ SIDE CLOSURE OPTIONSNTS POP RIVET,OR - MACHINE BOLT&NUT SCALE,3"=1'-0" �9¶ @ 1B"0.C. X 46 "19P,;P.E. C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING A�n o� SPAGIDNGEFORMAX. STRUCTURE 1 i o w Cf CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT �F 1 GLASS ttou0... OGLASSR DOOR w REFERENCE ANCHOR WlNUT P 12"O.C.OR OR DOOR Iw„u } F-w>> SCHEDULE FOR MAX. 19 #14 SMS Col 6"D.C. Q Z~ 13 =w SPACING 1/2^ (TYP.TOP&BOTTOM) .• Tfi of. MN,.: 1^WaW GLASS NF Oz UNu /2" X 0 0 a PARATION w Q z 1L4"-20 THRU BOLTW! GtASS °} 014 x 1/2"SMS 12"O.C. ER X W 1- _ S LOCK NUT @ 12"O.C.OR EPARA71 L Fz-w OR 3/16"0 ALUM,PDP TBE 2 d o a p v_I [�OR(8OR/ y/ ilffri..12 x 1/2"SMS @ 12"Q.C.E.S. TAPERB E2ZF RIVETS P 6"O,C. OR 1/4"0 w w o OR 6...te r� OR 3/16"0 ALUM.POP w ALUM.POP RIVETS P 12"O.C. d w _ IU F'e+ RIVETS@6"AA 1 '_ F R t/4"4 ALUM:POAND 3O MN.GLA55 r I 4 QP 12"O,C.E.S. ASSEMBLY 1/4_'MAX.FROM PIN SEPARATION 13 Fw >> c m`�,w1/4"MAX.FROM PIN GUIDE 70 5 NG PER TABLE 2 w t/2"TYP. 0 vi w ' N04xGUIDE TO BUSHING W WASHER(TYP.1 Z=Zu'' "+w, ASWASHER(TYP.) I GLASS ~o N >.1/2"TYP. EXISTING CONCRETE, w3 CONNECTION TYPE OR DOOR—tlil J(2❑Z i- 01 LOCK OR WOOD FRAMING REFERENCE ANCHOR p < fx4owCONNECTION TYPE DIST• SCHEDULE FOR MAX. NpREFERENCE ANCHOR SPACINGEDGE SCHEDULE FOR MAX. DIST. SPACING AS SHOWN 10 I-CONNECTION TYPE IN DIAGRAM ON PG.4 W o (5]00 6 6oR Yli"J REFERENCE ANCHOR EXISTING CONCRETE, �`3 1/4"MAX.FROM PIN SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING t ' / SPACING.ALT.FASTENER Cl CONNECTION TYPE GUIDE R BUSHING wi L��1/4, WASHER(TYP.)LOCATION.FRONT AND REFERENCE ANCHOR MAX.FROM BACK ANCHORS NOT R£Q'Dg INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE F WITH THIS LOCATION SCALE.3" 1'-0" SPACING 5 CONNECTION TYPE BUSHING WASHER A REFERENCE ANCHOR rn rn a m BUS I INSIDE MOUNT SECTION SCHEDULE FOR MAX. c n 0�n SCALE 3"-1'-0" EXISTING CONCRETE, SPACING o`d 'r BLOCK OR WOOD FRAM) EMBED. zm,a CQ BUILD OUT MOUNT SECTION a 4-r,' EXISTING CONCRETE, SCALE�3"-P-0" -� r TYP, BOTTOM s BLOCK OR WOOD FRAMING � U EXISTING v 9 EDGE IST S-rRUCTQBE.,,, , 2 NOTEi FOR A,B,D.AND E ON THIS SHEET. 4 CONNECTION TYPE EMBED. �CONNECTiON TYPE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR w WtTM it4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A W SPACING SCHEDULE FOR MAX. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK S�PA-C,ING USED WITH THE BASE TRACK MUST BE CONTINUOUS3 16 OVER THE GAPS BETWEEN SECTIONS. w N LL GLASS HIM "� OO OR DDDR 0.A55 13 j Nww w #12 x 1/2"SMS @ 12 EPARATI z z Lxi m (I 13 �-.3 w --14b ¢ F�" O,C.OR 3/16"0 ALUM. PER M o 0 a J� 0 w w .�2 ggAA e �µwja7 POP RIVETS LM 6"D.C. TABLE X 0Zf GLA550R I.1µGLA xI=.,zum ��" ,^ I- z w'- OR 1/4"0 ALUM.POP Q o¢ DOOR— w o w Q 73 z=M 2 a RIVETS LM 12"D.C. E N PER TABLE 2 }(w a Z l- I•SN GI.A55 ~XZ N wQ�0 §P SEPARATION w- "= z w N 6yyy e PER TABLE 2 X w M Q~ 7 AND B tl $ 1/4-20 S.S.MACHINE <�O IL O 1/4"MAX.FROM PIN 4 8 SCREW t.NUT U,A ASSEMBLY 1/2" 1/2" GUIDE 70 BUSHING w a Nil, @ u TYP. WASHER(TYP.) 0 F 12"D.C.— p rn 1/4"MAX.FROM PIN GLAS "'-"�'-ywawnll p GUIDE TO BUSHING "S e CtR DOOR X 1/4"MAX.FROM PIN L A' l 1/2"`Q ?; e } GUIDE TO BUSHING w ...'REFERENCE WASHER(TYP.) � > a 4 REFERENCE ANCHOR iy F WASHER iTYP.) EDGE COP't1UGIRfPNMLBFIBURWPE SCHEDULE FOR MAX. a 5 6, EXISTING CONCRETE, DIST. SPACING AS SHOWN ONNECT)ON-'TYPE —*p 15-2339 SLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _ FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FDR MAX. scaLE: „ OR SCHEDULE FOR MAX. - SPACING PAGE oEscRZPTxoNo -` "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS P 12" SPACING.ALT.FASTENER EXISTING CONCRETE, _ 063-T6 AWM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING _ E AY BE.REV ERSEO SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D SPACING ��� S SHOWN DASHED) OR 1/4"0 ALUM.POP rx WITH THIS LOCATION-.---_.77rT,� Riv£Ts P tr'D.c. {ILI,iNG ='INSIDE t�00hIT-SEGTION �WALL.RUIZ—PU O WALL MOUNT SECTION O D SCALE.3"=1'-0" SCALE 3"=1'-0" on MR GLASS ROD,P.E. SEPz OR DOOR PER TABLE 2 13 K=O - `` /� ..•.I /,''//i�/ w � / wuu GLASS OR •'!:• //2 F~-u N DOOR Q GLASS OR �• z h w 0. DOOR MR GLASS X' In 13 v SEPARATION s _ <_ MR GLASS w PER TABLE 2 W."ev L rSEPARATIONCx F-m ICZ I- PER TABLE 2 w Hw7r ��.. e Y I^ zou FZ-ow >ug8 € 13 a Z. 13 umu Q�"'173d J z Cl CONNECTION TYPE X w M,m Z w m$w"o _ N - 1/4"MAX.FROM PIN GUIDE u a REFERENCE ANCHOR a -'p z n p TO BUSHING WASHER ITYP.) 28 <o- SCHEDULE FOR MAX. v w 3° TWO 1/4"0 W000 .250" SPACING Q N 3 r, LAG SCREWS Cm 24" X04 CONNECTION TYPE J j ,250" o w a 3 O.C.MAX.WITH T REFERENCE ANCHOR .) THREADED PENETRATION SCHEDULE FOR MAX. "p $ "T"INTO CENTER OF 2X STUDS / SPACING /w EMB."T' 14 SMS @ MIDSPAN BETWEEN /F E w� B m STUDS FOR TRACK TO 1"x 4" S Ell PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINIS 1"x 4"X.125" 6063-T6 ALUM.TUBE E THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W 6 a XCEEDS THE MAX,ALLOWABLE ANCHOR SPACING. SCALE•3""1'-0" SCALE i 3 1'-0" -8- JE O WALL MOUNT SECTION THIS DETAIL MAY �' a n d SCALE,3"=1'-0" ALSO BE USED Ear pv§ AT TOP O zm IFu Z� O � p ACCORDION SHUTTER � c g CC PER PRODUCT APPROVAL-\ o —GLASS MIN.GLASS w a o `a SEPARATION OR DDDR j Z N '- u=i ° PER TABLE EXISTING WOOD(G=0.421 'a APPLICABLE AT 70P Z IA t AND/OR BOTTOM X Q z TRUSS OR RAFTER n Q CL C a @ 24"MAX.O.C. 2"OR 3" F m Y M EXISTING FINISH MATERIAL d g 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x S"x 1/0"6063-T6 I p o � i TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE F �1 w ik 2"x 3"x Ya"x CONTINUOUS OR 2.175" 3 1/4"TILE ITYP.I 1/4"0 WOOD LAG I li r o a $ LL 2"x 2"x Ye"x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" w o 3 31 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR."T"IN WOOD(al 5 6 0.9"MIN.THICK 6061-TG ALUM TRACK X Co) ACH RAFTER OF TRUSS, g B ( —1/4"m A325 GRADE THRU BOLT 7"D.C.O,C. qq m ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT Ca 12"O.C. 24"O.C.MAX.WHERE 'S F I m EXISTING 3 KSI CONCRETE '- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. _ et I ANGLE EXTENDS BEYOND 4 44 AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN s » hOST STR:ICTUPE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU g$� `.'. Y;'0 ELCO UITRACONS AT EXISTING CONCRETE HOST 4 5"D.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO 3"FROM ENDS AND 4"U.C. 2-1 2"MIDI. ;• NEXT TRUSS. IX F--� a / STRUCTURE 3000 PSI MIN w w ✓° FOR BALAN-7 WtfH 1%i^ ( ) OR 1/!."0 LAG SCREW Cal 9"O.C.W/1-7/B" MIN.EMB. IN WOOD SG=0.42.TO 0.55• F-W=p'" gy & MiN EM82DI%zl T AND 2YI" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: vF w w B R EXISTING CON CRETE, ' 13 Z u MIN ED•�"a DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR v=i m STAGGERED WITH 3"h11fU• 1.1PX.OFSIGPi LOAD AT 6'-0'MA%SPAN: WOOD FRAMING.SEE " Z po z FQ- COPI'PGMERWCL BDWALOPE. P!'ACIi.G,TYY,I" t 52 P.S.F. ANCHOR SCHED, 2"x 5"x 1/B"CONT. 1S-Z339 E BASED ON TYPE OF ALUM.ANGLE(6063-T6) w o G 5 Iia BUILDOUT MOUNT STRUCTURE L w SCALE: SCALE:NTS IMAX,DESIGN LOAD x 72 P xz PAGE DESCRIPTION: PASS THRU DETAIL u Hb SCALE 3"=1'-0" O TRUSS MOUNT SECTION N SCALE:3"=1'-0" w u'e EXISTING HOST ALT,LEG DIRECTION �111171y)�DO,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN \ 12"MIN FROM "' EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF Sh:UTTE'�; .SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE S TOP OR BC'iTOM �' I _ ,I AX (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE 1 1/2„ PER SPAN TUBE SCHEDULE No. EMBED, SPAN TUBE PER *' 7 _ DESIGN SCHEDULE -6 .'� ACCESS HOLE 1'; A �F`I •: - EDGE OF ACCORDION F 1/4-20 MACHINE BOLT W/NUT @ •� O'. 44 3.6"ptlNr SHUTTER BLADES f< 12"O.0 OR#14 x 3/4"SMS 6"O.C. r�C' M• �`�2 _ TYPICAL 1 y, 3"MIN /_/t�7 1�ILsj a v 2.875"6 HOLE(TO RECEIVE EDGEDISTANCE 3 16 oJ. H U t m$L9 o d ROUND WINDOW ASSEMBLY) EXISTING SEIPARALTION 13 p Z .YID O 3 MAXIMUM OF 3'WINDOWS - LLLLLL7777 PER EVERY OTHER BLADE ' - GLASS OR rr o W w 3 =o in DOOR z LIGHT-N-VIEW WINDOW ��� WV u 0 3"MIN 0 € O k EDGE r1/2"MAX �W a. VDa O Q pqq 8' N.T.S. EXTERIOR ELEV DISTANC }L wA N 01 vi Z ° 5 6 ry Oo. Z Z 3 16 1/4"MAX.FROM PIN GUIDE ut`i TO BUSHING WASHER TYP, m w~ i•t- ACCESS 12"O. OR#1MACHINE BOLT WMS 6"O.C.07 1/2° HOLE 12"O.0 OR#14 x 3/4"SMS 6"O 2.875'6 HOLE TO SPAN TUBE PER w RECEIVE ROUND d DESIGN SCHEDULE WINDOW ASSEMBLY EMBED. I K� 1/2" (2)6063-T6 ALUMINUM TqAX. ANGLES PER BEAM END,SIZE 'n_2 O ' EXISTING ,j, PER SPAN TUBE SCHEDULE O HOST 1/4"6 THRU BOLTS SEE BEAM O cl m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS E 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m g p b EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM '0 0.125" 0.125" SPACING,AND 3"MINIMUM EDGE DISTANCE 0.032" 0.032" MAX.DESIGN LOAD=f 72 PSF hgt 0.196" SPAN TUBE SECTION p� N.T.S. VERT SECTION O o 45e / C \ SPAN TUBE SCHEDULE ALLOWABLETUSE NUMBER OF NUMBER OF • ANCHORSPER MINIMUM ANGL@ u l �1� I Z J¢ ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH R "T_ �U WINDOW SIZE SPAN -- ._-__ __ ma ASSEMBLY TOP BOTTOM TOP BOTTOh1 TO�DOTTOfA TOP BOTTOM i ¢'g e TUBE TUBE TUBE TUBE TUBE ; TUBE TUBE TUBE o "SD33 2'k5'k 80" _72x.8' 135.2" 2 2 2 3 4' 7" Qa0$ LL BB" _101.7' 106.8" 2 2 J - 3- 7•---7- y 0.725" 123" 09.8' 94.4" 2 2 3 J 7° 2"z8'k 60" 129.1' 157.0' 2 2. 2 J 4" T' m 1(SS 96" 114.8- 124.1- 2 2 3 J 7' 7^ a �t @ / �/ 0.126 S � 123' 102 6' 109.6" 2 2 4 4 10" 10" 4 tr I r 60' 138.01 198.8' 2 2 3 3 7" 7" 6 62.875" 63.250" TT 0.188' 0.126' 96" 122.7' 155.7" 2 2 3 4 -7 -_10" a g S - ' 123" 115.4' 177.6" 2 3 45 10" 13' 00' 158.1" 240.0' 2 2 3 4 7" 10" a� 2'X10"x 96" 140.6' 220.9' 2 J A 0 --70"- 16' LIGHT-N-VIEW WINDOW �� 0.1875' 123" 1322' T03.1" 3 --4 - 5 - - 13^ bQL�S B C'� rLT..S. SABSC.PIASThS SLX.1431T-UL-94H8 i/ O0Ff'KTBRAIUf LBOPUA00FE. 1 PANT ZBE3Sz H4DUOLE NOTES: ANGLES FOR 2"x5"&2"z6"BEAMS. 15-2339 E _ 2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCaLe: - ' H 3. USE BEAM SCHEDULE FOR DETAIL 3/8. pgcE lq,lLnorv• ... 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER Dfisc CONNECTION DETAILS,WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. �B LADE W/ ROUND WIN DO WLAD E 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, ' ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS o99 - N.T.S. EXTERIOR ELEVEXTERIOR ELEV ABOVE AND BELOW THE BEAM.' r 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ,v ANCHOR SCHEDULE: CONCRETE ```� v.x%9 Nqqp/'p'e- 2.5-MIN,EDGE;DISTANCE. -_ . •}p`,1 jy •7��� F LOAD Suns AN (psf) NN TYPE` NNTY cl c3 ca c5 n EZT ca c4 ! c1 Cz c3 Ca es! d",SW Tv1FCDN OR ELCO r 43 16 0' 14I' 55.0"16.0" 6'A"16.0" 6t0" 9.0 33I0'G 1166.0" 9.5" 5.5" 8.5" 4.5-` z UCOh WTTH1'9/4" 3 16 0"1.0'10.5"14.5' _.0"16.0"I. 7.0 !0. 5.0" 7.5" 4.$" 7.5" ."N EONC} 6S6.O"ib.0•' 6.5' 12.5"16.0"16.0" 9_5" 5. 8.5" $.0" 7.5" 4.5" 75" .76 16.0"13.0" 7A" 110"36.0"35.5" 8,0" 5.0" 7.5" S.0" 7.5" 4.5" 7.5•' 10.5" COMBINATION100 15.0 7.5" 4.5" 7.5" 10.5"75.0" 7.ST 4S" 7.5" 5.0" 7.5" 4.5" 7.5"' 10.5" 2 x 5{TYP. 9 J 70 COMBINATIONILENIUM ST43 16.0"16.0"15.0"16.0"16.0"16.0"160"' 9.0" 13.5" 6.0" 8.5" 5.S' 9.0" 13.5"WITH - 48ED(3275psi 53 ib.0^ISA"22.0"SSA"16.0"56A"LLA" 7.D" 10.5" 3.5" 7.0" 4.5" 7: 9.5" IMIN CONCRETE) 62 16.0"15.0" 6.5" 130"160"16.0" 8.5" 5.5" 9.0" 13.5" 7.0" 4.5" 7.5" 9.5" O QG �kQ70 16.0"SLD" 7A" 11.0"1G.0"14.0" 7.0" 4.5" B4O" 3.5" 7.1, 4,5'_ 7.5" 9.5"100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 13.5" 7.0" 4,5'• 7.5" 9.5" '�m w 174"ELCO CRETEFtEX 554 43 36.0"36.0"15.0"35A"36.0"16.0"26.0"23.5"16.0"16.0"26.0"12S" t x 5 TYPJ 2 x S(FYP. Wrv+W 3 u W/2"EMBED(3350ps1 MIN 53 16.0"16.0"36.0"16.0"16.0"16.0"16.0"10.0"IS.S"16.0"16.D"10.0" 6.S" 11.0" 14.0" m CONC} 62 16.0" 26.0"12.5"16.0"16.0"16.0"12.5" 8.0" 13_0"16.0"16.0"10_0" 6.5" 21.0"1A.0" y� 3 5p �g 70 16.0"I6.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"35.D"16,0" LO Cr 6.5" 11.0"14.0 Q 100 1G.0"10.0" G.5" 11.0"14.0"IG.B"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" i"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. / ¢ Cl c2 C3 C4 Cs a C2 C3 C4 CS Cl C2 Ca I C4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 2/4"ITW TAPCON OR ELCO 43 Ib.O"ib A"-.2- - 6.0'• t6A"16.0"16,V' 5.0" 5.5•' 16.0"16.0• 9A" 3.0" 40" 14._0" - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE ULTRACON WITH 1-3/4' 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 M m EMBSD(3192pst MIN CONC) 62 16_0"IS_5" 4^5" 5.5" 26.0°16.0,' 9.0" 4.0" i4.S'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE 8 WITH 70 OUTSIDE ANCHORS ONLY l 16.0"12.5" 5 0 4.0" ." 16.0"15.0" 7.5" 11.0"14.5" 7.5" 1 0.0" u_ ... .. ..._. -aG F. 7.5"%�f�ME10A"I4.5" 7.>' 10.0"14.5' 7.5" 10A" N url Y 1(4"hifLLENtUM MILLPAST _43 16.0"26A"II.P•13.5"16.0"I6_0"13.0" 6.5" 9.5" T6-.D-13.0" 7.0"14.0"1 6.5" 10.5" WITH 1-3/4"EMOZ:(3275pst S3_16.0"26.0" U.0•' ZL0"16.0"I6i0" 9A" 5.0" 7.5" 16.0"20.5" S.T' 5.5" 7.5" ANCHOR NOTES: b MIN CONCRETE G2 16.0"L3.5" 6.0" 9.o" 1-6-F 13.5" 7,0" 4,0" 6.5" 11,0"10.5" 5.5" 5,5" 7.5" Ei�r P-py 16.0" 31.5" 5.5" 5.5" 8.5" 10.5" 5.5" S.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING +n rn8 6 m ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE !'� c e p m 7,5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). m 1/4"ALL-POINTS SOLID-SET 1-1(d"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z� z LDi ANCHOR W/718"EMBED& Cl C2 C3 C4 CS Cl C2 C7 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN tlR g114-20 S5 FIACHINE SCREW 43 l6.0"16.0" 8.5" 10,5"16,0"36.0" 12.0" 5.5" 7.S" 16.0"125"_6.5" 3.0" 5.0" 10.0" EQ%ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER a (300apsi Mitt CONC) 53 16.0 15A" 6.5" 8.0" 16.0"16.0" 85" 4A" 6.0" 15.$"10.0 SA"%4.0 7.0" THAN OR EQUAL TO SHUTTER SPAN. '^-„ E G`u5 J 70 16.0" 9A" 4.5" 6 A•' 16 0"10.5•' SS" 3 A" 4.0" 18.0" 20.0" 5 0" 4.0 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. g a - - 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE v _ _ IOU A0.0" 5.0'• 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0' 4.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m -- "?''v^`"^ 3"MIN EDGE Oi E ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -' Sj4aALL-POfNTS'SOI;iD-SET - - -- TY ANCHOR Ol Ni-EMBED&� Gl C2 C3 Gl CS Cl C2 C3 G C5 C1 C2 C3 C4'! CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF _ CONNECTION TYPE. (� Z 1/920 SS MACHINE'SCREW 3 i6A•'16.0"16.0"16.0"16.0"16.0.16.0"11.5" 6� 16_0"16.0"11.0" 7.0" SS4%`16.0" -C b 3000pst MIN:cONC)'' S3 16.0"16.0"13.5"16,0"ifi.0"16.0"14.0" 6.5'_13.5"16.0"16.0" 8.S" 5.S" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED 70 NON-CRACKED CONCRETE 62 I6,0"15.0"I0.5"16.0"i6A"76.0"1L0" 7.0" IL.O"16.0"I6.0" 8.5" S.5" 95" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"16,0"16.0" 9.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 106 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 22.0"16.0" B.5" 5.5" 9.5' 11.A" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2-5/8-MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER R 1/4"POWERS SS DROP-IN --- - FINISHES. ••+"+ v 2V/114-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ci C2 C3 I C4 I C5 V EMBED(3000psi MIN 43 160"36.0"14.0"16.0"56.0"16.0"14.0" @.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~ aS All CONC) 53 16.0"I6.0" 9.5" 14.0"16.0"16.0" 9.5': 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOL)FRAMING 8 (y 62 16.0"12.5"7.5" 12.0"16.0"34.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" B.0" MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR H21 y� SIDE CLOSURE PIECES. s:9 QQ 70 iG.O"10.0" 6.5" 10.5"36.0"12.0" fi.0" 4.0" 7.5" 9.0" 11.5" 6,0" 4;0" u u _ .-W 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER Loa 11.5^ 6,0'• 4.0^ 7.0"PINK -UNI zo" e0" ILS" 6.0^ 4,0'• 7.0" B.D' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" > ]/4'POWERS SS DROP-IN _... .. ._ ,_ 3-1/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. TAG SCREWS SHALL IV/1/4.20 SS BOLT AND CI C2 C3 C4 CS Ci C2 C3 C4 C5 Cl C2 C3 G4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. b L•EMBED(3000ps1 MIN 43 16.0"iG.O",15.0 16.0"16.0"16.0" 14.5" 9.0 13.5 16,0 15.0 7.5Mff; " 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 6 6 CON_) 53 i6A"f5.0^10^S't5.6"15 0"i6A"20.0 _6.5" f0.5"16,0"12.0" b.0" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 1 v/ 1 ul t - `" -' HEAD(SIDEWALK BOLT �{ 62�Sfi_0"13.0" 8.0" 12.5"16.0"15.0" B.0" 5.0" 9.0" 12.0"12.0" 6.0" ),U.O.N. hNi a'4 :g 4 'iib-�•--5 ( 70 i6A"10.5" 7.0" .1.0'"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0'" 5.0" 4.0" RS" @.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. IA S X100 32.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" B.$" 12.0" 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, x 9E #125MS W/2"EYEWALL C1 C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 NUT OR WASHER WINGNIIT. COMWCR WALBE(OARbORE ARMOR INSERT:ry 2'EMBED 43116.9'116.0"111.5"I4.0"26.0"16.0"16.0" 7.5" ID.0"76.0"16.0" 9.0"[4*1� 65•_13_5" lL. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 1�J'233 J (2000psi PoiN CONC) 53 16.0."11C.0" 8.5" 11.0"16.0" Ifi.O" 11.5" 5.5" 6.0" 16.0"14.0" 7.0" 5.5" 10_0" - 62 16.0"35.0" 7.0" 9.5" 26.0"L6.0" 4.0" a.S" 6.5" 24,0"14.0" ?.0" S.5" 10.0" 12. WHEN ANCHORING 70 HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO s*AGE 8 I C DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION' tL-70 16.0"12.0" 6.0" 8.0" 16,0"14.5" 7.5" 4.0" 6.0" Lo,5"14.0" 7,0" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK Il 100 S4.D" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 30.0"24,0" 7.0" 5.5" 30.0.. 0 iR125MS W/2J5'EYEWALL 43 1G.0"1G.0"I6.0"10.0"1G.0"i6.D"iG.O"10.0"14.0"IG.O"SOA"11,5"ARI40R INSERT W/2.5' S3 16.0"16.0"12.0 16.0 16.0 16.0 150" 7.5" 11.0"1 " " " 8.0" 13.0"EMBED(2000pst M}N CONC) 62 16.0"16.0" 9_5" 53.5"16_0"16.0"li.S" b.5" 9.5" 16.0"16.0" 9.0" 8.0" 33.0" c70 16.0"16.0" 8.0" 11.5'16.0"IG.O" 585" 14.0"160" 9A" 8.0" 13.0"100 16 " 9.0" 5.0^ 8.0" 13.0"i6.Q"I 9.O" 5.D'• 8A" 13,0"16.0" 9.0" I±.O"j 13.0" ANCHOR SCHEDULE: CONCRETE (CONT.) E • ,q9%,�� 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE O LOAD _Spans Up To 6'•0" SDans UD To 8'-3" SDans UD To 1Z'-0" _Spans UD 70 6'-0" Spans Up 70 8'-3" _SDans Up To 12'•0" O ANCHOR (Ds� CONNTYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE x 1 CI C2 C3 C4 CS C1 C2 Cl C4 CS CI C2 C3 C4 CS Cl C2 I C3 I C4 C5. Cl I C2 I C3 C4 CS .Cl C2 I C3 C4 CS 5/16'ITY1 TAPCON%L WITH 97 16.0"16.0"16.0"16.0"16.0"16.0"16,0"12.0"16.0"16.0"16,0'•11.0" 7.0" 12.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5"16_0"16,0"16.0"11.5" 7.5" 12.0"16.0" T 11Cm 1-3/4"EMBED(2899ps1 MIN 53 16.R"16.0"14.0"16.0"16.0"16,0"14.5" 9.0" 14.0"16.0" .0" 9.0"'6.0" 10.0"12.5"16.0"16.0"1a,5"16.0"16.0"16.0"15.0" 9.0" 1q.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" "• VII ' CONC)_ 62 16.0"1fi.0"11.5"16.0"16.0"16.0"11.5" 7.5"112.0"116.0"11616.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0" 4,0 �o 70 16.0"15.5" 9.5"115.0"116.0"116.0" 9.5" 6.0" 10.5"13.5"16.0" 9.0" fi.0" 10.0"12.5"16.0"16.0"10.0"t5.o"16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9.5" G.0" 10.5"13.0" ��i,,''/ "```•'3 100 16.0" 9.0, 6.0" 10.0"12.5"16.0" 9,D" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13,0"L6.0" 9.5" 6.0" 10.5"33.0"16.0" 9,5" 6.0" 10.5" pp1� ,1 5/16"ELCO ULTRACON WITH 43' 16.0"16:0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16,0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"Ifi.O"16,0"16.0"36.0"15.0"16.0"16.0"1----13.0" 9.0" 15.0"16.0" Ig I la .a3 - - _ .- - _� W�..x19 1-7/4'EMBED(3500psi MIN 53 16.0"16.0"16.0"16.0"L6.0"16.0"15.5"10.0"I6.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"SG.O"IG.O"IG.O"16.0"16.0"16.0"16.0"11,0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" >ll'�w CONE) 62 16.0"16.0"12.5"16.0"16.0"16.0" 12.0" 8.0" 14.0"16.0"16,0" 9.5" 6,5" 11.5"13.5"16_0"16.0"14.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0"16.0"10.5" 7.5" 12.5" IS.O" rn Q l7 , 200p161@. 70 16.0"16.0"10.5"16.0"16.0"Ifi.O"10.0" 11.5"16.0"16.0"16.0"11.0" 7.5" 1J.0"16.0"16.0"10.5" 7.5" 12.5"15.0" - U m$W g U 100 16.0" 9.5" 6.S' 11.5"13.5"16.0" 9.5" 6.5" SL.S"13.5"Ifi.O" 9.5" 6.5' 11.5"13.5"16.0"10.5" 7.5" 12.5"IS.D"16.0"10.5" 7.5" 12.5"35.0"16,0"10.5" 7.5" 12.5"15.0" Z �p q 3� 1/4"304 SS POWERS TAPPER 1-1/2'MIN EDGE DISTANCE 3'MI EDGE_ _DISTAN_C_E_ ______ _ LU w W/1-J/4"Eh1BED(3000ps1 Cl. C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS ^ MIN CONC) q3 16.0"14.5' 6.5' B.5" I6,o"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" _4.0" 5.5"_I6.0"16.0"13.5" 53 14.0" 8.5" 4.5" 6.5" 14.0" 9.0" 4,5" 3.0" a.5" 9.0" 6.0" 3.0" 3.0" 4,0" 16,0"16.0" 9.5" 17.5"16.0"1fi.0" 9.5" 6.0" 9.5" ]6.0"12.0" 6.0" 4.0" 6.5" ..___.....__._._.._..... _. .. _. .a ! �. 62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3,0" q,0" 16.0"17.0" 7.5" 11.0"16,0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" fi.5" 8.5" < 70 9.5" 5.0" 7.0" 5.0" 10_0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" A.0" 16.0"10.5" 6.5" 10.0"I6.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" a.0" 6.5" 8.5" 100 6.0" 3.0"/ 3,0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0" G,0" 4.0" 6.5" B.5" 12.0" 6.0" 4.0" 6.5" B.5" f2.0" 6.0" 4.0" 6.5" 8.5" a ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK __ _,- I"MIN EDGE DISTANCE _ 2.1/2"MIN EDGE DISTANCE y 1p LOAD Soans Up To 6'-D" Spans Up To e'-3" Spans Up To 12'-0" Spans Up To 6'-0" moans Up To e'-3" Spans UD To 12'-0" d O ANCHOR _ Lpsl) CONN TYPE- CONN TYPE CO_NN TYPE CONN TYPE CONN TYPE CONN TYPE H�' E z Cl C2 C3 C4 CS Cl C2"I C3 C4 CS Cl 'C2 C3 C4 CS Cl C2 C3 I C4 CS Cl C2 C3 1 C4 C5 Cl I C2 I C3 I C4 C5 O- o i 1/4""E WITH 43 B.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" .8_5_ 4.5" 3.0" 4.0" c 0 M � 1-1/4'EMBED 53 7.0" 4.0" 7.0" q,5" ��4.5" � 9.5" 6.0" 3.S' 5.0" 9.5" 6.0" 3.0" 3.5" G.0" 4.0'• ❑j�K�.1 62 5.5" 7.0" 6_0" 3.5 / / / 8.0" 4.0" 4.5" 8.0" 5.0"© 3.0" 4.0" 4.0" O Z m 70 4.5" 5.0" 3.0" " 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" 4.0" •� 1/4" ULTRAOW?TH 43 13.0" , . . 9.0" 1-1/a"EMBED 53 10.5" 6.5" 10.5" 6.5" S. o ! 62 8.5" 9.0" o m 70 7.0" 7.5" t00 4.0" 3.0" 4.0'h 3.0" 4.0" 3.0" ter• O 1/4"hIIL1ENIUM.IgILLFAST. 43 12.5"10.5" 5.0" 5.0" 12.5" 9.0"=DISTANCE 13.511.5' S.5" 7.5" 13.5"10.0' 5.5" 5.0" 10.0" 5.5" 4.S"ANCHOR V1/1-1/q"EMOED - - -3 10.0" fi.0" 4.0" 10.0" 6.5 q,0" 11,0" 65" 4.0" 55" 1.62 8_0" 4.5" 8.5" 5.0"7G 6.5" ),0" 4.0"100a.5I/4"ALL-POINTS SOLID-SET / 7. MIN EDGE DISTANCE -- _. ... .. "__ - O (ANCHOR W/7/8"EMBED& C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 CZ C3 U CS Cl C2 C3 C4 CS o 0 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6_0" 15.0"11.0" 6.0"13.0"1 4.0"111.0"1 6.0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5,0" 7.0 16.0"11.0" 5.5" 3.0" 4.5" 8.51• -aa 0 t °x 53 12.5" 7.5" 3,5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" I6.0"13.0" 6.0" B.0" 16.0"14.0" 75" 9.0" 5.5" 13.5" 9.0" 4.5" a.0" 6.5" n1362 10.0" 5.5" " " " " 16.0" 9.5" 5.0 6.5" 6.570 8.5" 4.5" 3.5" 9.0" 55" 40" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 40" 70" 90" q5" 40" 6.5"100 S.U" 3.S' S.0" 3.5" 9.0" 4.5" 4.0' 6.5"1 9.0" 9.5" 5/16"[EM TAPCON%L WITH „_ 3"MIN EDGE DISTANCE 4'MIN_EDGE DISTANCE m f-3/4"EMBED Cl C2 C3 C4 CS Cl C2 C3 C9 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS @ 'O 43 16.0"16.0" 9.0_12_0"16.0"14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" fi.5" a6ff 53 15.5" 9.5" 6.0" 9.5" I5.5"30.0" 5.0" 6.5" 10.0" 6.5" 421;; 'A 62 13.0" 7.0" 4.5" 8.0" 13.0" 8.0" 4.0" 5.5" 6.5" 6.5" 70 11.0" 6.5" 5.0" 5.0" 6.5" 4.5" 4.5" 100 6.5" 3.0" a.5" 4.5" 6.5" 4.5" 4,5" 6.5" 4.5" 4.5" !(�g 1-9/16"MIN EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE 8 $3 5/16"ELCO ULTRACON WITH - 0 R Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CL C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS WPYNGIIIFRAId(LBFIEW+DOP.E. 1-1,�4"EMBED 43 12.0"30.0" 12.0" 8.5" B,5" 16.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0" 53 15-2339 v 62 8.0" 8.0" 14.0" 7.5"//// 7.0" 14.5" 8.5" 7.0" 7.0" SCALE: 100 6 5 7 0t 11.5" 6.0" fi.0" 12.0" 7.0" 7.0" PAGE OESCRIPTIONt E - 99 g ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES0 r ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK W lural J!RDO,P.E. :.: 2'MIN EDGE DISTANCE ,www •' i Ci Spans Up To 6'-0" Soans Up To 8'-3" Spans Up Tp 32'-0" Z•k i �ix? LOAD CONN TYPE CONN TYPE CONN TYPE A s ANCHOR (Psf) Cl 'C2 C3 Cd CS Cl C2 C3 I C4 C5 Cl C2 C3 C4 CS = Q.4$5 ' .. #12 SMS.WJ 2-EYEWALL 43 1�4 16.0 7.5" 9.0" 16.0"35.5". 8.5 4.S" 6.5" 35.5" 8.5" d.5" 3 ARMOR INSERT W/1-1/4" 53 10.5" 5.0" 7.0" 16.0"SL.O" 6.b" 3.S" 5.b" 11.0" ZO" 3.5" 3.5" 5.0" o EMBED 62 7.5" 4.0" 6.0" 34.504.0" 7.0" J.0" 3.5" ." 5.0"70 6A" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 55" 7.0" 3.5" 3.5" 5.0"3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5"�3.5" 5.0" �ii� r' ,• ��� ANCHOR SCHEDULE: WOOD (G-0.55) '''ft , (� ��iv 1.. 3/4'MIN EDGE DISTANCE 4¢u-Z o `j Spans Up To 6'-0" Spalls Up To 8'-3" Spans Up To 12'-0" ,c m G1 o LOAD COTYPE CONN NAE CONN TYPE WWW777 AD- NN w Ox ANCHOR (PSI Cl C2 C3 C4 CS Cl C2 C3 CM1 CS Cl C2 C3 C4 C5 W 'a J 'S�+ w 3 m 1!4'LAG SCREW WITH 1.3l4" 43 16.0"16.0"11.5•'12.5"16.0"16.0"16.0" 7.5" 9.0" I6A"16.0"14,5" 4.5" 6.0" 16A" N g MIN THREAD PENETRATION 53 16.0"S6.) 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16,0"16.0"11.5" 4.0" 5.0" 16.0" In W V 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16,0"16.0"11.5" 4.0" 5.0" 16.0" 18 w•• 7D 16.0"16.0" 6.0" 7.5" 16.0"76.0"12.5" 4.0" S.5'• 16.0"16.0"11.5" 4.0" 5.0" 16.0" 100 16.0'11.5" 4.0" 5.0" 16.0'.16A"11.5" 4.0" 5.0" 16.0"16.0"11.5"14.0" 5.0" 16.0" N 7-16"WOOD BUSHING WITH 43 18.0"16.0° 8_0" 10.0"16.D"I5.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" 0 1,13"MIN EMBED B.1/4-20 53 16.0"10.5" 5.5' 8.0" 16.0"11.0" 6,0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0- SS MACHINE SCREW 62 14.0" B.D" 45" 6.5" 14.5" 9-0" 4.5" 3.0" 4.5" 7,0" 7,0" 3.5" 4-0" 5A" m o ,L.Imm 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5_%//j� 4.d" 5.5" 7.0" 3.5" 4.0'• 5.0" 0 3 100 V7.0" ;/7' 4.0" 5-d" 7.0" 3.5" 4.0" 5.0" J.0" 3.5" 4.0" 5.0" #14 SMS OR#34 WOOD 43 12.5"14.5"16.0"16.b" 16.0" B4O" 10.0"16.0"16.0" 11.5" 5.0" 7.0" 16.0"SCREW WITH3/4"MIN 53 9-0" 11.5"16.0" 13_0" 8 THREAD PENETRATION 62 7.5" 16.0"16,0"11.5" 5.0" 7.0" 16.0"160" 9.5" 4.0" 5.5" 13.0"70 6.5" 8.5" 16,0"16.0"10.0" 4.5" 6.p" 14.0"16.0" 9.5" 4_0" S.5" 13.0"100 4.0" 5.5 113.0"116.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" c s Q r1 ANCHOR SCHEDULE: WOOD (G=0.42) �Zm 3/4"MSN EDGE DISTANCE 10 1.. `j Spans Up To G'-0" Spans I)p To 8'-3" Spans Up To 12'-0" (,"�V'• �p r LOAD CONN TYPE CONN'fYPE CONN TYPE 4}j ANCHOR (PSI) c S x C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 C5 114'LAG SCREW WITH 1-3/4" 43'16.0"16.0" 9.0" 10.0"16.0"16.0"16,0" S.5" 7.0" 16,0"56.0" 9.5" 3.5" 4.51• 15.0" MIN THREAD PENETRATION 57-16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.S" 5.5' 16.0" 7.5"; 3.D" 4.0" 11.0,' fi ' ry 62 16.0" 66^5" 16.0"15.0" 9,5" 3.5" 5.0" 15.0"35.0" 7.5"f 3.0" 4.0" 33.0" 70 16.0"13.5" 4.5" bA" I6.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 3.0" 11 100 15.0" 7.5" 3,0 4A" 11.0"15.0" 7.S"13.0" 4.0" 11.0"15.0"_T.,_ .53.0" 4 �! 414 SMS OR#14 WOOD 43 16.0"16.0" 8.S' I0.5"16.0"16.0"12.5" 5.5" 7.0" 16.6"t3.0" 6.5" 3.5" 5.0" p SCREW WITH 1-3/4"MIN 53 16.0" 16.0" 6.5_ 8.0" 16.0"16.0" 8.5" 4.d" 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" 6S" 3.5" 5,0" 10.5"10.5" 5.5" 25" 4.0" 7.5" m 70 16.0" 9.5" d.5_, fi.0_' 16._0.'_11.0" 1.S' 3.d" _4.0" OA" U.S.: 5.5" 2.5" 4.0" 7.5" y 100 50.5" S.S" 2.5" 4.0" 7,5" IO.S" 5.5" 2.5" 4.0" 75" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK o a. 1 Apl Q 7gJ 4"MIN EDGE DISTANCE v°� X666666 Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ¢ g vbi CiF LOAD CONN TYPE CONN TYPE CONN TYPE O� ANCHOR x G (ps17 Cl C2 C3 CM1 CS Cl C2 Cl C4 C5 Cl CY C3 C4 CS o 5116'ITW TAPCON XL W/ 43 i6^0"16.0" 16.0"16.0"16_0"16.0"16.0"115.0" 16.0"16.0"16.0"15.0" 9.0_' 14.0"16.01 Illy ,2 2-1/4"67tH-EMBED 53 16.0"16.0"16.0"16.0'•16.0"16.0"16.0"11.0"16.0"36A•' 16.0"12.0" 7.5"((I 12.0"16.0" G g ,p @3- 62 16.0"16.0" 4..F 16.0"16`0"16.0"I5.0" 9.0" 14.0"16.0" 16.0°12.0" eAE T6 16.0"16.0"11.5" " _ 7516.0" 16.0"160" 8.0" 72.5"I6;0"16.0" 2.0S" 2.0360"16.0 100 16.0"12.0" 7206.0" 12.0" 7.5" 12.0"16.D"16.0"12.0" .5" 12. 160 655/16"ELCO ULTRACON W43 16.0"16.0"10.5"140"160"16A10, 5" 5" 16.011111.0" 55" u (d g� gg qgpdppg � 9.0" O 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" _3.5" 9.0 1 _ 62I600.06.0A" 6.0" 9d65" CCPIRIG1M5 FR-.V2a(L36E3nN9 -70_ efd YJ PE 150"IP 5.0" 8.0" 15.5" 9.SY� 7.0" 9.0" 6.5" SCALE: Ki I00 9A" 5.5" 6.5" 9.0" S.5"1 6.5" 9,O" 6.5" PAGE DESCRIPTIOHI W 0 _ 2"MIN EDGE DISTANCE _ Cl C2 C3 C4 CS Cl C2 C3 _CM1__CS _CI -C2 _C3 _C4_ C5 . #12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 51.5"16.0"16.0" 14.0" 6.0" 8.0" 36.0"14.5" 7.5" 3.5" 5.5" 11.5" 0�9 ARMOR INSERT W(2"EMBED '53 16.0"16.0" 7.0" 4.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.51 6,0" 3A" 4.5" 8.5" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5' 7.5" 3.5" S.S" 12.0"11.5" 6:0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 70 16.0"10.5" 5.6" 6.5" 16.0"12.5" 6.S_ 3.Q.f -A.5" 9.D" 11.5" 6.0" 3.0 -4.S' 8.5" 9 FOR ANCHOR NOTE 100 115" 6A" 3.0•' 4.5" 8.5" 11.S" 6.0" 3.0" 4.5' 8.5" 11.5" 6A'• 3.0•' 4.5•' 1.5"