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Florida Building Code Online Page 1 of 3 7-7 Fi w BCIS Home Log In User Registration Hot Topics -Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map 1 Links Search ,Business'.,"-",, 3Product Approvaltiro ssio t ,Hw, USER:Public User - o. ,b: ; .. i._,_.> >.Application Detail FL# FL13757-R4 _. Application Type Revision Code Version Application Status Approved Comments Archived Product Manufacturer Town;;and C untryIndustr�ies Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 . (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Tech n ica I:Representative Thomas B.Johnston Address/Phone/Email 400•west McNab Rd. Ft..Lauderdale,.FL 33309 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email r� Category SShutteri SubcategoryA� ordlonl 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 Frank L.-Bennardo, P:E. developed the Evaluation.Report , FloridaLicense PE=0046549 Quality Assurance Entity National Accreditation&.Management Institute Quality Assurance Contract'Expiration Date 12/31/2016 Validated By. , . ORLANDO L. BLANCO.., P.E. Validation:Checklist- Hardcopy.Received Certificate of Independence, rL_75r Z 't_.OLCert In Lc�r)df F1.1 3757 Rte: C,?TCert Incise .,df FF11_3757 P ._ ir_i p_p Referenced:Standard and:Year.(ofStandard.) Standard Year ASTM E1886 2005 ASTM:E1996 2005 ASTM E330 20.02 L.:u___1I_______19____-3_1___'7 A___ /____ _3'c11 Florida Building Code Online Page 2 of 3 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/25/2013 Date Validated 10/25/2013 Date Pending FBC Approval 10/.30/2013 -Date Approved 12/13/2013 Date Revised 04/21/2015 'Summary of Products FL# Model, Number or Name IDescription 13757.1 116.8 Accordion Shutter IlLarge Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 L`x"z7-} span/pressure combinations and additional limitations of" Created by Independent Third Party: Yes use. 113757,Z 1 6 8 S£reamllne.Sfiutter;' ILarge Missile Impact Resistant Accordion Shutter System. Llml Use Installation Instructions Approved for use in HVHZ:Yes '.1 7ti7 ?4 I? Approved for use outside HVHZ:Yes Verified By:Frank L. Bennardo, P.E. PE0046549 i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation-drawings for allowable 'L 7.57 span/pressure combinations and additional limitations of Created by,Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion .Aluminum accord ion.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 L 6757". II }:a 1 759:i�.Eiuf 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, cL13757 R4 A;: cval rot 1.3757:3.c;df anchorage,etc. Created by Independent Third Party: Yes G3acls fs at. .. - Contact Us.::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.._:-Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addressesarepublic records.If you donot want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,.contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. - *Pursuant to Section 455.275(1),Florida*Statutes,effective October 1,2012,licensees licensed under Chapter 455,F'S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the Iicensee..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: - I,+r„•//«c<n:r flnrirIol„<il�ir rr nrrt/r<r/rr or<r< Afl ocr<v7r<pr </1'71101 C �.8 STREAMLINE SHU17ER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ro: _ 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 INTERNATIONAi.BUILDING CODE(TELT AND INTERNATIONAL RESIDENTIAL CODE(IRC}.THIS SYSTEM UNLIMITED WIDTH fi�•, ko N MEETS MISSILE LEVEL"D"AND IN LU ES WIND ZONE 4&,ESSENTIAL FACILITIES AS DEFINED IN 2 POSITIVE AND NEGATIV SECTION ASTM.Ei996-05 E DESIGN PRESSURES CALCULATED FOR ll5E WITH THIS SYSTEM SHALL BE EIEf3MI NFD PER SEPA�f aTF KN�INE INC TN_ACCORQARCE-ffUliILIF GO]IERNJNS3 CODE P8ES5l1BF _ REQQUSREMENTS A5 DETERMINED IN ACCORDANCE WITH ASCE 7 10 AND CHAPTER GAT OF THE GN - a FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN w a '° PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, Z j u l g a 3.' TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM ()(J ¢6` S E1886 OS E1996-05/E330-02. 4. -DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z q _ SAFETY FACTOR. .. . W 5. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS•WIND PLAN VIEW LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N w 6. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w DOCUMENTS IN ACCORDANCE WITH.THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85 SHALL BE.USED. 7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC n SITE, a 8. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL v=g ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME g ; PRODUCT APPROVAL.USE OF.THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER a 61G15=23 OF THE FLORIDA ADMINISTRATIVE CODE. nA ' o 9. THESE APPROVAL DOCUMENTS ARE SUITABLEBE APPLIED BY THE CONTRACTOR PROVIDED THE C/ qqq CONTRACTOR DOES NOT DEVIATE.FROM THE CONDITIONS DETAILED, HEREIN AND THE CONTRACTOR Q pmt jq W 1 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM i4�, \0119 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ~ 0 0 10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. $ �+ M THESE APPROVAL DOCUMENTS THE BUILDING 11. WHEN THE SITE CONDITIONS DEVIATE,FRO OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND HURRICANE PROTECTION ___ SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT;WHICH DETAIL AND JUSTIFY THE -BOTTOM E DEVIATION,.AS A CONDITION TO THE BUILDING OFYIAL GRANTING HIS/HER APPROVAL. TRncK 12.. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM .0 3`O0 d INFORMATION: LOCKING MECHANISM,SEE �Fr��" E TOWN 8t COUNTRY INDUSTRIES TYPICAL PLAN VIEWS n o ' FORT LAUDERDALE FL a MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL ACCORDION "1- m c 5 ` TAS 201,202&203 rte• 2 E 1 SHUTTER ELEVATION g FLORIDA BUILDING CODE APPROVED rpm, 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY;U.O:N.,WITH A MINIMUM Fy OF 25 1 N.T.S. EXTERIOR ELEV K.S.1: TABLE 2a i3 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE IWC OR 3/1.6"0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY: a IS.'-ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ASTM WIND a s- BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ ZONE 4&ESSENTIAL 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS.FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAYBE REMOVABLE AT NOM STACKING LOCATIONS.USE REMOVABLE ANCHORS. FACILITIES - ° � ' 18- MOUNTING EXTRUSIONS MAY BE BENTTO FORM A CURVE WITH A MIN.RADIUS OF 10'% SHUTTER gg 3 :19. 'ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 5 20. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE SPAN. $39 ABOVE >30'ABOVE 5 39 ABOVE >30'ABOVE 84 u ABOVE-NOTED BUILDING CODE'' 21. SHUTTER MAYBE INSTALLED WITH UP TO(2y ADDITIONAL BLADES OF SLACK'. GRADE GRADE GRADE GRADE s2 d $ 22. SEALANT SHALL BE USED b ON ANCHORS OR YRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1t4" 1.616" 2-3t8" 1•St8" TABLE 1' 99" 3=v2" 1-n8" a-sta" 1.718" - gTABLE i,NOTESi, 129 4-1/8" 2" 4-1/4" ACCORDION SHUTTER ' a. � 1. .DESIGN PRESSURES SHOWN!N"ACCORDION - 144" 4-7t8" 2" 5" 2 s SPAN SCHEDULE SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: B . •'� � MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA, tpPSiU�lRFFUHNLBE}TGROOPE AT EACH RESPECTIVE SHUTTER SPAN.. - 2. NOo_-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER TCDI mN__ 10-TCM-0002 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND LE: 03 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 3 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCsuAL 0lSCR1PTIQNt (PSF) (PSF) DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 3 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-518"WHEN>30' ABOVE a 991, 70 70 S. LINEAR FRA RPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 INDICATED ABOVE, AS SEPARATION THE GLASS FOR THE NEXT MINED I SPAN SHA BE ED. '144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF 7N£HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM . E1996.06. .. : .. ,H11094 1nlinribrr, PROIECTION VARIES. - ", •• yQ% {{{ 2.874" 4.874"MAX. 0D c - o 1J08" 0,200" - �'• ry .. 1.708° 0.100° N S/•, 0.195" 0_,F 09.6-.t..L 0.195" 0.080" - 2.820° s 0.125' �. _.-_- N .943" 00 062" �-.O:tl80°`_._"O�Ob3 0F34 "- 6.062" _ �i O i�, 0.060' 0.070 0.060" 0.062 .N. H' 0 630" a >x q.t0 d 0.062" 0,200" 0.062" X0.200' 0.630" -'{ gg 1,069" - 069"� .1. 0.63 .63 6'� .62"„ N m m Z i . .. -f- , 0,971" 0 {•0.971"jy 0.2 "j -0 062" 0.200° 3 �� p 0" (3 .. 1.070" 1.069" 0.06 {{ Z SJ45"MAX. - 0.060" 0.060" 1.069°y j �WALL (,BUILD OUT.4WALL . '. �J STREAMLINE CEILING TRACK STREAMLINE WALL TRACIS O=t1EyAViY �E�ADERftSILL Q LITE HEADER/SILLo 3 '.SC'ALEi HALF SIZE �`✓✓ SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCdL`E+HAIF$tZE' SCAtE:HALF SIZE Q WHERE SHOWN;SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS .. - . 0.070 {--2.655" `2.195 I 0:510" 2.195"- -1,230"- 1.220- 5' ,230"- III 2 0" 0.060" � � � V(De�I 2.655" �in' 4.N' I (ip � _ lj q , i.Ob9" ri ,831" I ri N i ��'((�) l 4.510" 1.669" 0.165" N \j a W 0.075" 0.044" d 0.105" 4510"' o o g 0.781" -� I 0.07 3 506° I NOTE:TESTED THICKNESS IS OF N 1 AEblETAL W(O PAINT IS 0.039" 0 SILL � SILL ADAPTER �g EXTENDED-SILL }Q EXTENDED SILL.ADAPTOR I} ADJUSTABLE SILL BQTTQM 13 G n�SIT,RCALINE SE ��, �.•..// SCALE:HALF SIZE - SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE°.�'I IA LIQ I SCALE:HALF SIZE .. 0.477" da: R 0:1 - - 0.08 0.341' - ��0.24 43" 0 0.590" -1.06 ,05100.07 5" � .. 1,706--�-� 0.143" 0.096" tc rm60,-+:T- -0,11S., 0$- a . t 570' 0 7" `1 -,-"'-i- 0.215^ � � o.opo° 4.217° � q t .. 4.753" .. .� 0.090"N `q -0.096" N a O.OBp" �r dRYRI48f fM1MLA0114LRD0 P.E 0.044" 0.227" Us 12" 0.630" 0.060"I� � - 10-TCM-0002 .. 0.693" NOTE:THICKNESS OF BARE - 2.822 - }-{-0.420" stALE, 03 METAL W/0 PAINT IS 0.039" PAGE DESCRIPTION. WALL SILL }g 6.8,STREAMLINE STACK.,, }6 RADIUS GELLING HEADER/SILL }7 `G TARTER. Ig WALL SILL CLIP i8b 'SCALE:HALF SIZE- SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 4+� N FRA N 910046549, ' I.950" ((�' 0610" �51AINLESS STEEL 0.280;}--� 0.4 0 "�IIERTS NYLONALUMIWASHER OR - UM ASSEMBLY . 1 0. 50, - 0.757" y cn 0.320"f6 HOLE 6® '1-Q 0.276" - N NYLON a o _ 0 x 2-3/4"410 HT S,S: p , o a p p° RENW/TC ULTRACOTErv,;�6.056 .WHEEL O.lj2 ATI G. , '1.106-1 }- .240 I P TOP&BOTTOM) .. N0.062 BUSHING Wt WASHER: 1 ¢^0, INSIDE JOINT AT TO _" -- - _ -0* 0•a°�-TERIOR 3 INT BOTTOM T^ z .`_VL _ _ ,. _ CYLINDER-SOLID BRASS NICKEL PLATED - -R CAN BE_USED ON EXTERIOR � � W U R NGLE 3.p aex�F HOUSING-ZINC DICAST,POWbER COATED C Q t9 - ALE air SIZE: 22 ROLEASSEMBLY : � ` 8 shiING:=ASSEM8 Y_4DBTA 2g BOX CENTER INSERT UI F z ASCAL"E`HALFSIZ E .NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF'SIZE SCALE:HALF SIZE ZX W i _OR KEY/THUMB U H0.250 }D.z5o 23 yBRASSP.UShJLO.GK ar ; .. � yI,SEFiLfE'�HACF'SIZE� RO,155" ,4.000 - - 0.236"- 1.742" 0.286" 1.603" ' R0.560 .00011- 0.267" 0,500" 0.623" -1.710 }i-i.224'- 0.623", .224"_- o 0.319" 0.531" q.790- 0,o64', :790" 0 090" 0 531" - o o64". M _ �� 0.28 ^2:250"' - - Q- j -7- ul M _ O:D9 I m �+�i £ 0.250 I I Q o. o, m L.� 0:607 0.607" . �S t'tl.224 -0 239 -�-, vi. 0 060 0.496" .L 2,750", 0 240." 9 RAINGUARD DBCORATTlJ1E!FL�O'OT3 7FFAC1( a s" I �. C_m. _ �7 SCALE:HAtf-SIZE 28 SCA4Ee-HALFStZE 3' 7 0•0-t t- O.Z22°1 f- 0.240" 1.661 0.062"0.062" 0.062" 3p UN(F4AyTC>YOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER I CEHALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE � 3S -U-0.062 - z ' H-0.400" 5.500 x 13(16".WIDE 7!16"0 STAINLESS._ .. 167° STEEL NOT . G 0 125" n -� 0.188 _ . T3 5/16-180 MACHINE-SCREW- 0 0 0.438" ~ - TY - STAINLESS STEEL �' Q`�""a .0,121" - . :.. ': 5/16"0 INTERNAL r, 4 500' {--}0.689". POWDER COATED•ZINC DIE-CAST THREAD -=IONA -�: -THREAD-1 HEAD STYLE VARIES 1.050"SECTION A DE TA MODEL 2022 36r 37 T-SCREW INSERT 3Q THUMB SCREW �, .�,INO STRIAL SYSTEMS. - SCALE:FULL SIZE, SCALE:FULL SIZE. ^ 6.254" 40b400 40cg QQ QQQBOX LOCK. - - - - ry .�0.319 .END TRIP 1". a�Y6 1' SCALE:HALF SIZE, f-2.000--1 2_, & 3" EXT }-S.szs" Ir6.125" GALE. HALF 0.650 'Q 0093 pg -.i--1.500"l 1 0125" S H L SIZE �!g o:1z § cE S 0085: 00rM3HIFRAWL8WNDORE. .. o,zs0° a F 0.093" M 10-TCM-0002 o ry 0.065" rri N `I SCALEf 03 ' L1 PAGE OESCIt1PT1OHf 7.00D" 20 � END.$'TRIPsa 21 1.5"x3°xfl.093" ANGLE 25 2"x3"x0.125" .ANGLE 2X7 ANGLE. � Q=S6AALE HALF SIZE Q SCALE,HALF SIZE Q SCALE:HALFSIZE v�, SCALE:HALF SIZE b .E ANY ANCHOR PER ANCHOR" EDGE SCHEDULE @ 18"O.C. EXISTING _ .. A SCHEDULE OR M 9 GLAZING A ANGLE SPAN WHEN USINGt. 1. �.. EMBED. 17 ~ INTERIOR II II 20 40a 40b OR 40Ay 9( LEG D RECITON (INTERIOR) - OR 6.8 STARTER' G41,E" _ WITH 21 0R 25.' ��F 17 F� r MIN 062 THI 6063.76 ALUM ////l•--____ GL M I V _" _._ _ - '1/4'MAX.DIST - - .. # x170 CREWSRAATCK —�T1T Q I ICU 38Y A OR-E[2 aNC 0 VERSED) (�FASTEN W/ a W d 'aS EO-UL @ 1 Cyi° t &NERI &BOTTOM;AND ATTACH TO,6.8 STARTER W/ Z� m U OJ D qa 13 #12 x 1/2"GALVAN OR S.S.SMS, 412 x 1/2"GALVANIZED OR W;,l IN .S.S.SMS,3/16.0 ALUM.POP LLLLLLLLIIII uuu554j 6.80"(TYP I •.4 3/16"0MACHINE ALUM.POP RIVET,OR D.C. E RIVET OR.1/4-20 MACHINE USE(1)BRASS PUSH LOCK OR(1) ,MACHINE BOLT&NUT @ 18" .c. ALTERNATE,END STRIP DETAIL BOLT(?<Nur @ 18"o.C. (EXTERIOR): � 5/16-18 Y�1UM6 SCREW INiO THREADED� � � WITH 6.8 STARTER AND ANGLE � � Q7) - _ _ INSERT T AT SPAN R.2/3EPAN ` SCALE 3 1' 0" ANY TRACK W/ ' SCREW BOSSES. O TYPICAL PLAN tD VIEW FROM H OM OF SHUTTER RECEIVING ENO STRIP SCHEDULEa HOLE SHALL BE 3/8"MAX WIDTH,UP TO. 5 SPA SCALE:3.:=1._0.. .. ... 1°HE .. :. 1"8/O 2.7") 8 108„ .. .. ` USE,(11'.BRA55 PUSHLOCK - .. ...B2 "1800. 1 OR(1)5/16-.18 THUMB - ""- ® 32 5' SCREW Ip�.�O THREADED LOCKING DETAILS FOR .INSERT (3'8 AT1/3 SPAN CENTER MAT 2'810(3.7") BZ 88,51. SEE ENDSTRIP TO 2/3 .AN FROM : _ NON RA ®° B2 B3 - SCHEDULE FOR MAX. W CE ES q BOTTOM OF SHUTTER. SHOW RANDOM 8g RECEIVING HOLE'SHALL BE 30 ." _ DETAILS. 3"B/O(4.T) .62 56, ppp�ry SPAN WHEN USING m 13/a.. /HE HEIGHT.WIDTH,UP TO. '' 13 40 82 79" 20,40a,406 0R 40c, N R a 30 AIT.1"B!O 62 110' 1/4" OR.6.8 STARTER m 0 R0; � - - (z.T 72.. -TO E G WITH 21 OR z m tl MAX: 5 0 02 951 -�Zm 81" - \ 40 40 USE APPROPRIATE ] - _ 132 ` STARTER STRIP TO \A S o " 1.5X3", .-46 93" 40 20 - 13 x0.093" 52 87" _ - FOR 57 WDE CLOSURE /-j IFFR 3. .. 21 60 83 BUILDING CONDITIONS. /•E o 'S I -.(INSIDE O 70. 75'04 FASTEN STARTER STRIP ) TO TRACK W/(2)1110x1" .� 3 7 SCREWS AT CORNER,TOP 2x3" 45 139' 8 BOTTOM. "� o " I Zry 4.125". 52 29 ALTERNATE END STRIP. DETAIL, ry 13 MQ� ,... x5 ..64 1200. SCALE:.3..=1,_0,. ANY TRACK W/SCREW sy W' O 70 1 - - 73 109 .rcy I. "6 O SILL E a FOR GREATER SPA145 OR LOADS TIIAN.. to I Q I SIIOWN IN END STRIP SLTIEOULE,END STRIPS REQUIRE A 1'X1•,090"CLIP ANGLE ,Ey V) IIID SPAN USING ANY ANCHOR ONTNE EXISTING GLASS 0 Z ANCHORSCH 13 SCRIM OR 1/4-20 DOLT TO EIID STRIP. ag ' I` USE(1)BRASS PUSH LOCK 3U - .F USE(,1 BRASS PUSH LOCK' ' ggg OR(1)5/16=d0 THUMB - a OR It)5/16-18 THUMB (INSIDE) € 4 -SCREW Iy�O THREADED 30 13 ��- . SCREW I O THREADED k 4 _ I ISI INSERT O7)AT-0/3 SPAN "�' a INSERT 37 AT.1/3 SPAN SILL 70.2/3 N FROM €N"�a BOTTOM OTO 2/3 F SHUTTER RECEIVINGW ALL BE (OUTSIDE) `. 1"HEIGHT..'O. � 9 SHUTTER. LE SHAL E DTH UP T TYPICAL:'OU.TSIDE CORNER .CLOSURE. x 23 ' CC1 DETAILS WO/CORNER POST - ---- --- -- 35 30 N TS 13 DQPMIPff FRWL 8BM=p.E 30 ,s ) 10-TCM-0002 m sILL 31 32 (OUTSIDE) SCALIR 03 - USE(1)BOX LOCK AT 1/3 PAGE OESCRIPIIONI SPAN TO 2/3 SPAN FROM TYPICAL INSIDE CORNER CLOSURE � � BOTTOM OF sHurreR " CC2 DETAILS WO/CORNER POST �Q� MULTIPLE SHUTTER ASSEMBLY S NTS EB SCALE:3"=V-0- '; 0" - .. - .:rrt� tiK 6• PjlbO,P.E. — . Ci CONNECTION TYPE' REFERENCE ANCHOR EXISTING,HOST ' - SCHEDULE FOR MAX. ' STRUCTURE • \C., SPACING Cl CONNECTION .TYPE MAX. 1/1,_20 MACHINE BOL Ts a"}•':O nl ;�'• '" \ REFERENCE ANCHOR 1/2y`a �W/NUT,[N 12"O.0 OR S�' 77 ` .• j i` x''33 TOP T D�t� SCHEDULE FOR MAX, N14 SMS Li°,6"O C. r Q .ALUM:TUBE SPACING 1/2" (TYP &BOTT 2 FASTENERS •' - EACH ANGLE •' 6063-T,6 ALLOYS - SEE.SfdBIE"A FOFl SiZE:. .Lem QOR..6 O111 - - - ry/�/• �.'� _ +. ALTERNATE tHRU BOLT � Lj Z) 'OR 2"x 2"x.1/8" ." MIN CLASS a f—n� n Cl CONNECTION TYPE w ALUM ANGLE o ," '" r _ REFERENCE ANCHORSCH - SEPARATION O w l.i u mp$w$ .THREE 3116"Zl ALUM. ° - SPACING �qm wW!} }Y 13 �• £ E FOR MAX.AX • PER TABLE 2 13 iF+SS i f'tlP RIVETS OR, i t OR 00 a s GLA55 ����� hhhhh m w _. 7H REE a 125MS TYP. ° 17 OR k�v'�1-' - ttl J " 3416;6�.ALUM POP 1 E 1=- w'"" OR TABLE A.(CC3). 17 r�1870[:yITYP,MS \v �I/ .A( R41,��,•\ 50R 60R ZD a Ai p! 3 PRESSURE VS ALLOWABLE LENGRI 0 m ' l. MAY USE MALE OR 2°x2'x1))8" 3`N"BLOB• LL PSF No Bl4 "FEMALE LOCK-SLAT - 13 ALTERNATE THRU BOLT MAX.FROM PIN. CS CONNECTION TYPECl CONNECTION TYPE IDE TO BUSHING ..j2" 124" 179' TYPICAL.CORNER:CLOSURE. DETAILS REFERENCE ANCHOR; REFERENCE ANCHOR. C�_1 _ WASHER{TYP,) CCS'NTS 5CHEDUI S sn I 14 w Nd .. SPACING SCHEDULE ti a14x3/T 5M5 4"D.C.` F Ig i .m 92 1657• -•-. ..- - J @ a o p o E FOR MAK OR MAX. _ Ib2 110" 160'7 '-�I ANGLE O TUB CONNECTION =ql%pM 120 109'. 147``;., - .. 2't x 2"x.125•• - TABLE B(CC4), _ EXISTING HOST EMBED. -6063-T6 ALUM'TUBE Z o u Ce 150 97" "131'; STRUCTURE m` _ . 2 68" 114'. _ PRESSUREVS ALLOWABLE LENGTH ., 5 CONNECTION TYPE ?2j Ii}IxBfO WITH%1EfiQ SCHEDREFERUIEEFOR MAX: ^� `'E6- d ANCHORW .. ,. .; .62 113" 166' N E EDGE DISTANCE E BU 'FASTENER 18"D.c. ALTERNAT ILD OUT MOUNT SECTIO _LL 72 "t0T _; IST. . � fUSE ANY ANCHOR SHOWN C. d' , ,,.. SCALE:3**-1'-0" ri �� 82 lON•� M7" !N ANCHOR S , A SCHEDULE). - - IS? 95* 134 -. g 2 90 m 15 74*,. ib9" / •W t-of 200 1..171 64" 94" 6 3/16 RIVET,OR$12 SMSCR 9 0 3-T6 _ _ M W.Gl 55� ,1B O C. OR 1/7 2 5 _ ALUM TUBE TYP. J PAT ON ER RTABLE ovi NUT&BOLT(TYP.) LUM.POP .. da< GLASS ozm• ALUM. TUBE •4112 5M5 _ �aOR DOOR zu Daa6063-T6 ALLOY - [:ITYP.) ' - gSEE TABLE BFOR"SIZE. 2",x S"x 1/8NERS x CONTINUOUSNUM ANGLE 1"x 2 -x.043' 6063-T6 GLE OPTIOALUMNAL ANGLE. INSIDE - 3 16 $E! ., ._. e • THREE 3416"4s ALUM 6q ALUM ANGLE TYP.' 17 -ORIENT ATI4NTYP. �+ � POP RIVETS OR P397 p 17. THREE.#12 SMS,TYP -W EO ®99, K •'. o..v 1 x 2'x 1/B _ .. 4 EREN CET!ON TYPE 8 a K OR 2"x 2"x 1/8" G S REF N ANCHO -,w 13 - ALUM.ANGLE SCHEDULE FOR MAX, ' USE MALE OR FEMALE SPACING COPYPIOKfiNJ0SLA0P4AWP.E LOCK-SLAT - EXISTING CONCRETE, 10'TCM-OOOz 13 • 13 BLOCK OR.WOOD FRAMING - _ (OUTSIDE) EE INSIDE SILL MOUNT SECTIONc6oescRlPnoxi , .. ..` 012 x 1/2"GALVANIZED - SCALE:3"=1'-0" .. GC4 TYPICAL CORNER"CLOSURE DETAILS OR S.S.SMS,3/16"m ALUM SIDE CLOSURE.OPTIONS,' ° POP RIVET,OR 1/4-20 - - .'C9 NTS., - MACHINE BOLT&NUT SCALE 3"c 1'-O" ' ' .. (1 18"O.C. - (9 6 gojlttAR Opp E CS CONNECTION TYPE REFERENCE ANCHOR EXISTING n - Z - SCHEDULE FOR MAX, STRUCTURE 'r ` O> a SPACING' - 5"MAX. GLASS ..�o�w P. GLASS w Cl CONNECTION TYPEirT,;k0 M'j,ACHiNE B _, OR DOOR `wu OR DOOR ww u REFERENCE ANCHOR : _ SPACING !-u d?' }-w D SCHEDULE FOR MAX. _ O #4 tL SM_{C5(D 6t 0 ,1= Q Z�' ..13 7 m ui 7/.2•• NI"TBdTlJl l - ��y�: •. MN: S GLASS EPT iM _ Xa Z 14 x /2"tSMS( 12 0.C. PER 114 BOLT W,t LASS _ 3/EPAATIO R 0ALUM.POPLOCK NUT @ 12O.C.OR O 4? -f?—SMS( _fE_ -ABLE R 'OX. OR.i/4': w ABLE-2Z NQ ' _\_ .0 S - OR 1l4"0 ALUM.PDP RIVETS / •N Ii ANb 3O ---� MIN.GLASS w w H 4l _U W @ 12 O.C.E:S+ " - ASSEMBLY 1/4 MAX.FROM PIN, SEPARATION -13 h ❑❑" L9 .`'C W - � d _ � ,j 1/4"MAX.FROM PIN . . t!2"TYP..GUIDE TO BUSHINU PER TABLE 2 *"m r w w. 'G m W o e4 ' 10 UUIpE{E O BUSHING WASHER(TYP I = Um N AS R(TYP.. ., w"[' _ r+1.'�.. GLASS ''' ❑❑❑ 'vt Z I;.IW - ASSEMBLY' - m R DOOR / iJ2 tl2 TYP '' EXIST}NG CONCRETE, w GONNI✓CTIONiT:'Q,'E>• X Z❑Z 1- "3 o BLOCK OR WOOD FRAMING EDGE y REFERENCE ANCHOR - Q oa mSCHEDULE FOR MAX. S v a O w 4 CONNECTION TYPE DIST. SPACING ' - a m O w EDGE` REFERENCE ANCHOR - nKT. SCHEDULE FOR MAX. a SPACING AS SHOWN w b 3,CCM7NECTION TYPE IN DIAGRAM ON PCI.9 p t4 50 6 OR - !It!t II REFERENCEANCHOR EXISTING CONCRETE,' v3 O 6 w, D SCHEDULE FOR MAX: - i/4'MAX.FROM PtN - BLOCK OR WOOD FRAMIN SPACING:',ALT.FASTENER ', _ _ I, tiCt,GONV 11OW'TYP ! GUIDE TO BUSHING / 5 AN .'. LOCATION.FRONT AND �'-'� 1/ WASHER(TYP.} N. j ft+."MAX FROM BACK ANCHORS NOT REO'D (p }31NIG7E }�C)UTSE,CNTION SCHEDULE FOR MAX. WITH THIS LOCATION 4../4 _ _ Mri ! PIN GOIDE TO SCALE•3 _'1'-0'-""'w SPACING - REFERENCE CONNECTION F�.-,� yr BUSHING WASHER A 4NSIDE MOUNT'SECTION .' c ITYPJ", SCALE,i 3"-1'-0" _ _ EXISTING CONCRETE, SCHEDULE M _ BLOCK OR WOOD FRAMI • _ .o d ,. �U3I30�`O.t1 sC MAX.Ax z Co TMOUNEfr-T.IGZN 7YP..BOTTOM EXISTING CONCRETE, SCALE:3" V-0" _ BLOCK OR WOOD FRAMING p- EXISTING E -. . EDGE DIST: STRUCTURE. ' NOTE:FOR,DETAILS A.B.D,AND ON THIS SHEET. 4,CONNEC7ION,TYPE EMBED. ?� THE BASE TRACK MAY BE.INSTALLED.IN SECTIONS REFERENCE ANCHOR •°.z`xGONNECjIQN TYPE._ate A WITH 1/4Y GARS,PROVIDED THAT.EACH SECTION HAS w SCHEDULE FOR MAX. :RE FERE NCE ANZHOR�` y A MINIMUM OF TWO SETS OF ANCHORS AND ISAml 0 £ SPACING - SCHEDULE FOR MAX. o L_ MINIMUM OF 12':LONG,THE SILL OR CEILING TRACK w "� .SPACING JUIN WITH THE BASE TRACK MUSS BE.CONTINUOUS '_. .. �., - OVER THE,GAPS BETWEEN SECTIONS: 1/2' �}ORQ 3 16 R .. GLASS% .. w r 5 ❑ _ a 6 - OR DOOR GLASS 13 j m w.= ,w ❑ w w rw.i r Q''� _ w #12 x 1/2"SMS(a1 12" EPA13ATiO Z z v'' h t`t= $ r ¢ .O.C.OR 3/16"0 ALUM; PER .m ❑m m 13. r w N w w g t "FWj❑ POP RIVETS[aT 6"OC, TABLET X pZF GLA550R llMN,GtA S=ZU-Iw�B' ' MR GI.A55, =t*-Zvi RIVE � � u0 .. T _ ,Wa< 13 OR-IVE TS 12"O�C PER TABLE H ..SEPARATION :.... n N t?-N a .. r. Ou d Y3 r r pp DOOR 8 PER.TABLE 2. X w K Z Iw _ 7 AND B .. u d - ' _ O _ .. 1/4=20 S.S.MACHINE - u❑ - GUI MAX FROM P 7- : E ua' ASSEMBLY' 1/2.' GUIDE TO BUSHING SCREW&NUT'{aT' urn. - 'V2•' _ w 12"O.C. `. TYP. WASHER(TYP.) u F- . . GLASS.. " w 7I4"MAX.FROM P 1 1/4C MAX.FROM PIN m GUIDE TO BUSHIMGN OR DOOR L _ •4 CONNECTION TYPE w. ❑ 7!2„ ` GUIDE,TO BUSHING - O WASHER(TYPJ WASHER ITYP.} EDGE. REFERENCE ANCHOR 4 DO ,$ Ia. 5 6, SCHEDULE FOR MAX. ODPYRIOMfflk,14LBB1lmP.E EXISTING CONCRETE," MST., - SPACING AS SHOWN, Zs,O{)NN+•~CSIG{4`:T'YAExYA,�•" a BLOCK OR WOOD EXISTING CONCRETE, 4.CONNECTION TYPE IN DIAGRAM ON PG.9 'REF@RENCE ANCHOR 10-TCM-0002 ' OCR - .FRAMING - BLOCK OR WOOD FRAMING REFERENCE ANCHOR - SCHEDULE FOR MAX. 1K1M1tPt _ -_. - O3 SCHEDULE FOR MAX. SPACING 3"x 3•'x i!4"CONT, 3 CONNECTION TYPE H12 x 1/2"SMS La 72," SPACING.ALT.FASTENER EXISTING CONCRETE, PA0¢oE90RiPTIONt REFER£NCE.ANCHOR, O.C.OR 3/16"0 ALUM. BLOCK OR WOOD FRAMING . 6063-T6 ALUM.ANGLE ".. LOCATION,FRONT AND "IMAY BE REVERSED SCHEDULE FOR MAX.. POP RIVETS(aT 6"O.C. BACK ANCHORS NOT REO'D - AS SHAWN DASHED) SPACING ,OR 1J4"0 ALUM.POP WITH THIS LOCATION - a9I , _ RIVETS(al 12"OX: WALL'tvtOtJNT'SECTIONE CEILING / INSIDE MOUNT SECTION CF 1HALLwfBtllEO,"iJUT SCALE;3"=P-0" SCALE:3"=1'-0" ,�>$�-• TION ., . ' �CALEr3` 1 0" i,l„111 —... MIN.GLASS - - fN ICL,DEN, ^,t$ M C GLASS SEPARATION � Z .OR DOOR PER TABLE 2 73 O 7 0 o i w iiV yy wO�w GLASS OR 1 1 DOOR _ -- t IwQ GLASS OR ST . t VI w a DOOR HN.GLASS ,,'. X N SEPARATION 1 . F w MIN.GLASS w J PER TABLE 2 "• 0 .Q N SEPARATION PER TABLET L z ;n a 1 13 X Zoe = I--Zw '`�p4l >ULLIOa 13 Zoe C1Q {- _ 1 1/4”MAX.FROM PIN GUIDE f ou Q CI CONNECTION TYPE Q w¢�A v Y tD ts W o V a REFERENCE ANCHOR F -'o Z ZX N9 3 TO BUSHING WASHER ITYP.1. 28 Q M SCHEDULE FOR MAX. "a WW 'Iw m TWO 1/4"O W000 .2S0" SPACING QN 'S J LAG SCREWS(ul 24" --C4 CONNECTION TYPE i,} .250" o to 3 i O.C.MAX.WITH Z" REFEREh10E ANCHOR s: THREADED PENETRATION p SCHEDULE FOR MAX. "T"INTO CENTER OF ZX STUDS /ww SPACING /l7~ `B.' li 18 IBb a EMB."T" 014 SMS(n1 MIDSPAN BETWEEN /w EDG /o O J. y STUDS FOR TRACK TO 1".x 4" PLYWOOD& TUBE CONNECTION / EXIS TItJG CONCRETE OR - g n g STUCCO FINISH 1"x 4"x 125 BLOCK ONLY.WOOD - 6063-T6 ALUM.TUBE FRAMING&WOOD ANCHORS - NOT ACCEPTABLE O DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL w E THIS DETAIL TO BE USED WHEN STUD SPACING O a EXCEEDS.THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE:3"=1•-0" � Nrn OWALL MOUNT SECTION THIS DETAIL MAY o M SCALE:3 1'-0" ALSO BE USED �•.9 v op AT TOP v oZ O 0 Fi � m<a� iFt�w w J3 GLASS MN.GLASS `OR DOOR F ri §�1 SEPARATION v� PER TABLE 2 13 = O m N EXISTING WOOD(G=0.42) X Z TRUSS OR RAFTER a a (al 26"MAX.O.C. 1-1/2"I-1/2" E M EXISTING FINISH MATERIAL 3 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 ii ii ii w 3 6 10 BUSHING WASHER ITYP.) d - ALUM.ANGLE W/THREE t 1/L"TILE(TYP.1 1/4"0 WOOD LAG FINISH MATERIAL b SCREWS WITH 2-3/4" S5 3/4"PLYWOOD MINIMUM THREADED X EACH R."T"IN WOOD(al 5 6 —1/4"0 A325 GRADE THRU BOLT(ul 7"O.C. EACH RAFTER OF TRUSS, y astSl ap OR 5/16"0 A325 GRADE THRU BOLT(nl 12"D.C. 24"O.C.MAX.WHERE _ F _GAIV.OR S.S. ANGLE'EXTENDS B.EY014D EM D ?s� 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN mei 5"O.C.W/1-1/4"MIN.EMB: -6 EXTEND ANGLE 70 w w = x u OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/5" NEXT TRUSS. w I- _ N WDOD SG=042TO 055 . . . . ~N N w w _ ql u EXISTING CONCRETE, 13 i,t HOLLOW BLOCK ORS' mI=ZO�m WR WOOD FRAMING.SEE R .- Q C0FMHEEPo4t(LBEHW"PE ANCHOR TYPE -t� 2MIN" .5"x EMB.1I/B',CONT. X w o Z ALUM.ANGLE(6063-T6) a a 10-TCM-0002 BASED ONN TYPE OF SCALE, 03 STRUCTURE Q PAGE DES CSIPTIONI (M PASS THRU DETAIL AX.DESIGN LOAD m 72 P.S.F.1 O SCALE 3"=1'-0" O TRUSS MOUNT SECTION 9b : S SCALE:3 1'-0" EXISTING HOST ALT.LEG DIRECTION FRANR P�i2 STRUCTURE OP 49•., �. _ 1/4"ALL POINTS SOLID SET ANCHORS WITFI 7/8"141N 12"MIN FROM EDGE OF ACCORDION ROUND.WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM . EDGE OF SHUTTER, _ SHUTTER BLADES ' TOP OR BOTTOM : - - ASSEMBLY EDGE DISTANCE _ - .: 2 1/2" SPACING,AND 3"MINIMUM , 'I AX (2)6063 T6 ALUMINUM •' _ ANGLES PER BEAM ED SIZE m SJ• _I 1/2' PER SPAN TUBE SCHEDULE ` EMBED. -11 1 'SPAN TUBE PER ip tp••' . .�' ACCESS HOLE DESIGN SCHEDULE ', D N• ,? o ,•"• -. _ _ R R?AOEDION s z� -- 124 O.0 OR#14 3/4'SMS-26 MACHINE BOLT 6'0 C TypicALo - EDGE OF AC �. a 'zLL >a�W�i4 IL 2.875"0 HOLE(TO RECEIVE :, .. ''. •. - z=F ¢ (7 o 1%2 MMAX ROUND WINDOW ASSEMBLY), .. : .• .. .. DISTANCE N.GLASS 16 1 xJ'^ t ro w ED UI pp 3 rrZ J 'Z NQ � MAXIMUM OF 3 WINDOWS - EXISTING ll SEPARATION '. O PER EVERY OTHER BLADE GLASS OR 2 o W W ~w DOOR w 0 NKA x0 3 �1 LIGHT-N-VIEW.WINDOW 3"huN . C., o EDGE 1/2"MAX m¢ ( ti C, . S N.T.S. r ...EXTERIOR ELEV �i k .{Ir 1 L Q . DISTANCE-}- a K 'TD B0. UMING WASHER ITIDYP.1' .. " m n 3 1/4-20 MACHINE BOLT W NUT 16 _ ACCESS- IN / 2.875"0 HOLE TO -L f, HOLE jk�12"O.0 OR#14 x 3)4"SMS 6"D.C. Y . . - L RECEIVE ROUND SPAN TUBE PER W 0. EMBED. 'DESIGN SCHEDULE 1V _ WINDOW ASSEMBLY ' .I $$ 1/2" (2)6063-T6 ALUMINUM. PAX. ANGLES PER BEAM ENO,SIZE j��o m EXISTING .,"PER SPAN TUBE SCHEDULE v nt 5CHOEDULE FOR REQUIRED BEAM O z m HOST TH RU ALL POINTS SOLID SETT ANOCHORS WITH 718"11 1, O gag •c 0,125" 0.125 SPACING;AN3CONCRETE MINIMUM EDGE DIR�AKtJCE MINIMUM STRUCTURE ED IN 0.032". - -0.032° .0.125" E g DESIGN LOAD=t 72 PSF c ole6 �� \ 3 SPANTUBE SECTION ./ N;T.S. VERT SECTION- SPAN TUBE SCHEDULE - - - - 8 / 1 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE - - TUBE SHUTTER SPAN THRU-BOLTS ANCHORSPER 6 ?„ ROUND ANGLE LENGTH I + SS WINDOW SIZE SPAN ASSEMOLY TOP BOTTOM, TOP BOTTOM_ TOP BOTTOM TOP BOTTOM - TUBE .TUBE TUBE TUBE TUBE TUBE TUBE TUBE o a � 2"x5'k BO" 123.6" 135.2" 2 2. 2__ 3 _ 4" 7- l _ 0125' 1 3" 918 .194.4' 2 2. .3.._ 3 T' 7' / 60" 1291" 157:0'. 2 .. 2 ..2. 3 4" _ _7" .. , -- -- .. - 2ze% 0.125" _ 9B 1148" 1241 2 2 3 r 13• .. 102.8' ..109.6' :._z. Z '4 02.875" - 1'Y0.188 ( z.:xe'x - 7" 9"- 138.0' 198.9" (43.250" -' � I 0.125" BB° ,' 122.7" 155.7 2 2. 3 4 T' 10" ° - 12J' 116A". 137.6" 2. 3 4 5 1D" 13" y . 60" 156.1= 240.0" 2 2 3 4 7-. 10". �1 ,11, 'OB° 140.8 .229.9"--2 3 4 n N I-GHT .N-VBEWSTWINUCDOYV-94H0' \�� ` i/// - 0.185` 123". 132.2" 20J.1' 3 4 .6 G 7 CO"BIGNURANKL9WWOOP.E _ SPAN.TUBE SCHEDULE NOTES: - _ 2x3 x1 O 2'x"x "ANGLES FOR 2"x5"&2"x6"BEAMS. SO-TCM-0002 E 2"xS"x1/4"ANGLES FOR 2"x8"S,2"x10"BEAMS. SCALE. 03 _ 5 .. _ 2. USE - 3. USE BEAM SCHEDULE FOR DETAILED PAGE GESCIUPTION: - 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 p LADE W/ ROUND N D WI N DO YY. 5• SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND U BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM L1611TATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS EXTERIOR . '8 N.T.S. �ELEV' ABOVE AND BELOW THE BEAM.. ... 6. AP BEAMS ARE NOT ALLOWED, `V J 7 ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM (J ANCHOR SCHEDULE: CONCRETE. l' rp MIN EDGE DISTANCE G ans_UpSa 6'OJr' "'nsU Tl`= $� 7 - COAD CONN-TVPE'`•` '• NN.. CONN TYPE 0 ANCHO (Psf},,CS. ,C - C4.-11CSti.3.(+ AG2 C3 C4. S CS C2 .C3 c C4, C5 TW FCON�OR ELCO.. 43 16.0` 16:0'1 S.d'1So Ld+ 6'0..;6.1 9.d' 13.0 6!8"16.E 9.5 . 55" 85" 14.5" O?' GLT CON WiT) 3/,•{� 53. 16.0" 10.5"14,5"16,0' 1 7.0" 10.5" 150" 7.5 . 4 5' 7.5" 105' sS'Te EMBED{3592p5i M[N CONC} 52 36.0'1 16.0" 8.S' i2.5"16.0"16.0" 5.5" 8.5" 15.0"15.0" 7.S.. 4 5" 7.5" 1o.5" - - _ ��'/9 "D N 70.16.0" 3.0" 7.0" 11.0"16.0"15.5" 5.0"- 7.5" 11.5"15.0" 7.5 4 5 7.5" 10.5" 2 x 5 IT YP.) j��'i'fj ••' oQ 7 / 8 COMBINATION .. ., ..16 .WITH 1-3/4'EMBED(3275ps1 53. 16A"16.0"13.0"55.0"16.0"15 0 7.0" l0S"16.0"13.5" 7.0" 4.5" 7.S' 9.5" - O 2 3_MIN CONCRETE)' 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 95' }11U70 26.0"12.0" 7.0" 11.0"16.0"14.0" 4.5:' 8.0" 10,5"13.5" 7.0" 4.5" 7:5' 4.5" 'Z W •2 ._. .� .- . .: 100 13,5'.' 7.0" 4.5" 7.5" 9.5" 13.5 7.0"_45' 7.5" 9.5" 13.5" 7.0". -0.5" 7.5" 9.5" - S(4".ELCO CRETEFLEX S54 - "_43 16:0"16.0"16.0"16.0"16.0"l6.0"16.0'33.5"16.0"16.0"16.0"12.5" B.0' 13.0"16.0" - i x S(TYP.) 2 x 5(TYP.), - Wj 2"EMBED(3350p5i MtN 53, ib.0"16.0"16.0"16.0"I6.d'iG.O"16,0"10.0"55.5"16:d'16 A"ID Y' 6.5" 11.0 id.d' - iii+�333 CONC) " .fit 16.0"16.0"12.5"16.0''16.0"16.0"12.5" 8.0" 13.0"16.0"1fi.0"10.0" 6.5" ILO 14 0" - N�a u F= I111iCr+ - 70 L6A7 i6.0"10.5 16.0"16.0"16.0"10.5" 7,0" 11.5'15.0"16A"20.0" 6.5" 12.0"I4�0" � � 0 w • - .. 100 16,0"10.0" 6.S" 11.0"14.0"36:0"10.0" 6.5" 11.0°14.0 16.0'10.0" 6.5" 11.0"14.0" 10 ,. • „I'MIN EDGEDISTANCE - ANCHOR SCHEDULE SPACING � q NOTE• "S"INDICATES cl .cz. c3. .ca cs 'C1 C2 C3 C4. Cs Cl Cz c3 ca cs SPACING DIAGRAM FOR C2.& C4 CONNECTION TYPE: 1/4"'ITW TAPCON OR ELCO. .43, 16.0"16.d' 7.S' 8.0" 16.d'16.0"36.0" 5.0", S.S" 16.W'16„^0" 9;E 3.0" 4.0" 14.0" � - � _ C2 CONNECTION TYPE USING PIECE O WITH OUTSIDE ULTMCON WITH 1-3/4" :. .53 16.0"16.0" 5.5" 6.5" 16.0 16.0"12.0" '4.5" 16.0"145" 7.5" 10.0" ANCHORS ONLY EMBED(3192pM MIN CONC)_ fit 16.0"155 45" 5.5' ISM"16.0" 9,0" 4.0"_14.5'14.5" 7.5'• 10.0' � - CL CONNECTION TYPE USING PIECE�8}.WI7H _ 70 t6.d. 12.5 4.0". 5.0" 16.0"15.0" 7.5" 11.0:'A4.5' 7.5" 10.0" E ORS N . - 100..14.5' 7.5' 10.0"145" 7.5' So.O"14_5" 7.5" l0.0" _ OUTBID ANCHORS ONLY iJ4 MILLENIUM MILLFAST 43 .16.0 16.0 51.0 13.5"16.0"16.0"13.0" 6.S'- 9.5" 16.d'13.0"7A" 4.0" 10.5" W i( ..g WITH I-3/4."EMOEO(3275psi 53 16.0" e.0" 11.0"16.0"160' 9.0" 5.0" 7.5'• I6.0""1 5.5" 5.5" 7.5" - ANCHOR NOTES:. _ MIN CONCRETE) - 62. 16,0"51:5" 6,0" 9.0" 16.0"13,5" T.0" 4A" G•5" 11.0"10.5" 5.5" 5.5` 7.5�' 5.S" B.0 16.0"11.5•' 5.5" 5.5' 0.5" 10.5" 5.5" 5.5" 7.5" SPANS A ALLOWABLE STORM SHUTTERRSPANS FOR SPECIFIC LOADS MUST BEG c a p 6 1. ONLY.ALL 100.10.5" 5.5" S.S' 7.S" 10.5'.' S.5" 5.5" 7.5" 10.5' S.5" 5.5" 7.5" � LIMITED TO THOSE SHOWN IN TABLE i(Pg 1). ❑�.t ce 1/a"ALL-POINTS SOLID-SET '.•1-1/n"MIN EDGE a1s7ANCE 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ?m'•< v ANCHOR PO 718"EMBED E '.Cl C2 C3 C4.-C5 CS C2 C3 C4 .CS .C1 C2 C3 C4 C5 - ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR D' ' ANCH SS MACHINE SCREW -43 16A"16.0" 8.5" 10.5"16.0"16A"12.0" 5.5" 7 5" 16.0"12.5" 6.5 3.0' 5.0" 10.0" .' EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER A g --'p• THAN OR EQUAL TO SHUTTER SPAN. (3000ps1 MIN CONC).. -53 S6A°15.0" 6,5" JMO; 16:0" B.S" 4.0" 6:D" 15.5'•l0A" 5.0 4.0" 7.0' ���••. d ,i• - 62 16.0"11.0" 5.0". 7.0" 16.d'12.5" 6.5'. 3.S' S,0".10.0"10.E 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, c j 70 16.0". 9.0" 4.5" 6:0" 16.E 10.5" S,5" 3:D" 4.0. 0,0 10.0" 5.0" 4,0" 7.0' - - E S Y00 10.0" SA" 4.0" 7:0" 10.0" 5.0" 4.0". 7.0" 50.0" 5:0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM Q90)tOLLOW.CONCRETE BLOCK OR WOOD,FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m 3 - - 3'MlN E DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - I1_4V4 L�PQINT�s"y�S�OLIO-SET � � � - CONNECTION TYPE.SEE CANNECTION DETAILS FOR IDENTIFICATION OF hNCH04i WI7JB EBED& Cl C2 C3 C-0 CS CI 'C2 1C3, C4. CS CS C2 C3 C4 CS CONNECTION TYPE. 1%A"20SSMACIIIN SCREW„ 3 16.0"16:0"16.0"16.0"16.0"16.0"16.0' J55" 6.0" 16.0"16.0"11.0" 7.0" 110"16.0" m {309oR51MIN CONC) 3 16:0"16.0"13.5"16.0:'16.0"i6.0"14.0" 13.5"16.0"16.0" 8.5" 5.5' 93" 12.0" - 5. ALL CONCRETE ANCI IORS SHAtt BE INSTALLED TO NON-CRACKED CONCRETE - - 62 16.0" 10.5"16.0"116.0' l6.0"11.0" 7.0 11.0"16.0"16,0" B.5' S.5" 9,5" ONLY. 70'16.0".15.0" 9.0" 14.0"16.0 36A" 9.0" 6.0" IDA"13.0"ibA" @.5" S.S". 9.5" 52.0" CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED ffi 100. 16.0 18.51 5.5" 9.51, 12.0"16A" 8.5" 5.5" 9.5" 12.0"16.0 8.5' 5.5" 9.5'.iz.o" IN THE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT , d - S SHALL BE AS NOTED AND DO.NOT INCLUDE STUCCO OR OTHER 6, - 4 114 POWERS SS DROP-IN 2-518"MIN EDGE DISTANCE FINISHES. 8 W/1/4-20 5S BOLT AND. Cl C2 C3 C4 CS Ci C2 C3. C4. CS Cl c2 C3 C4 CS ' .. 1°EMBED(3000psL MIN :.43 56.0'16.0'14.D' Lfi.O"35.0"36.0'Sa.O" 8.0" Sz.S"16.0"14.0" 7.5'•..5.0" B.0 11.5' - 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,4YOOD FRAMING CONDITIONS ' CONC) 53 I6A"16.E 9.5" 14.0"11610"1160." 94 0 6.0 10.0 16,0 11.5' 6:0" 4,d' 7.0" 8.0" VARY.FIELD VERIFY,THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING t MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR Q 4�6a 62 16,E 12,5' 7.5" 12.0"16A"14.5" 7.5"' 5.0" 8.5" 11.5"11.5 6.0 4.9 7.0" 8.0" SIDE CLOSURE PIECES. rU ` • ".Hia--� 70. 16.0"10.0" 6.5" 10.5"16.0"12A" 6.0" 4.0" 7.5" 9.0" 11.5" 6.D9 4.0" 7.0" 8.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER' IDG 11;5" 6.0" 4.01 7 0" B.0" 11.5" 6.0" 4.0" 7.0" 8.D"_11.5" 6.0" 4.0" 7.0" 8.0" - HHH SHALL BE LOCATED IN CENTER OF NOMINAL 2 %4 (MIN.)WOOD STUD.3/4" _ �'Si •pp 3�ij2 IN EDGE DISTANCE T- EDGE DISTANCE 15 HAVE PHILLIPS AN HEAD OR HEX HEAD. FRAMtN LAG SCREWS SHALL •8 : .'114 POWERS SS DROP-IH - '. W/1/430 SS BOLT AND ` . Cl C2 C3 C4 CS .Cl .C2 C3 c4 CS Cl: C2 C3 C4 .CS e ! 1"EMBED(30000st MSN .43 16.0"16.0"15.0 160"16:0'16:0"14.5' 9A" 13.5"16.D"15.0'.' 7.5" S.0" 9A" 12.0" - - 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN, tttppp 6R@ CONCj' S3' 16.0"16.0 10.5 35,0"16.0"16.0"10.0" fi.5' 0.5"16.0"12y0" 6.0" 4.0" 7.5" 8.5" - BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER If' HEAD(SIDEWALK BOLT),U.O.N. - - .. 52 16:0"53.0" 6.0" 12.5"26.0"15.6" 8A" 5.0' 4A" 12.0".12.0" 6.0". 4.0" 7.5" 8.5" ° y 70 16.0"10.5" 7.0" 11.0"16.0 12.5. 6.5" 4.5" 8.0" 9.5" 12.0" 6,0" 4.0", 7.5" 8.5 ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0:' 6.0" 4.0" 4.0" 7.5" 8.5" 12.0" 5.0". k.0" 7,5". 8.5' NOVAS REMOVING MACHINE SCBE @@ .2"MIN EDGE DISTANCE" DESIGNATES ANCHORS WHICH ARE REMOVABLE BY MOVI Aa W, 412 SMS W!2"EYEWALL' Cl C2 C3 C4 CS Cl' .C2 5E C4 C5. Cl. C2 c3 �C4 C5, NUT OR.WASHER WINGNUT. )mHTOIANRLB011U LDOPB ARMOR INSERT W/.2'EMBED q3, 16.0"16.0"71.5"14.0"16.0"t6:0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5' 6.5". 13.5" 51. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCI IEDVLE. 10-TCM-0002 . (2000ps1 MIN CONC) 53 16,0 16.0" 8.5" 11A 16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" LO" 3.5" 'S.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO eU138t 62 16.0'115,017.0-1 9.5` 16,0"S6A" 9A" 4:5" .6.5" 14.0"14.0". 7.0" 3,5" 5.5" 50.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL"• Pg0¢D¢6CRSPTIOHI ' - 70. 16.0"12A" 6.E 8.0" 16.E 14.5" 7.5' 4.0" 6.0' 10.5"14_0" 7,0" 3.5" 5.5 10.0" CONCRETE SCREWS 1'O HOLLOW BLOCK 100. 14.0 7.d' 3:5" 5.5' 10•E 14,0" 7.0" 3S" S.5" 10.0"14.0" 7.0" 3S" 5.5" 10.0" 612 SM W/2.15"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0' 10.0"14:0"16.0"16.0"11.5" 6.0" .9.5" 16.0" 9� ARMOR INSERT W12.5" 53 IS&16.0"12.0"16.0"16.0"16,D•'15.0" T,5" 11.0"56,0•'56.0" 9,0" SA" 8.D" 1110" EMBED(2000051 MIN CONC) 62 16.0"16.0" 9.S" 13.5"16.0"16.0"11:5'.' 6.5" 9.5" 16.0"16A" 9.0': 5.0". 8.0" 13.0" 1 o I S 70 16.0"16.0" 8.0" 11.5"56,0"16.0" 9.51 5.5" B:S' 14A"16.9' 9.0" 5,0" f1.0" 13_0" 'C•-}l) , 73E 100 16.0" 9.0" 5.0". B:D 13.E 16.0" 9:0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" MIA mom mom -------- - - - - •_ our , ma , Im Hamm mm Immsm was KM Em • • 11 Napoli • i " i '//!!r/. - ��f//lr/y//%!r/ry/.��/J////.r///rJ/..//r////.%�/i..///y//•1G//%/�1� � Jfyrrl/y%r'JI//% •• //ri/�///r%///rr/� - �%///%yy/%%/y//r%//%%/%i�///�////r%//i'///////r%///.%�//rfrr.`%%%%//�//.%//rr/. 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' ® ®®®®�®®. mm[��®mmm® m mm ®m �� '• firi�rrli��r:��iryllJiiiriria�fyy�iarilylyrylJi/��r.©�: ' .• �c�filir ' I��ily yiy ' c�i/yiryy • �iiyirsyiy,iiyr�/yy�ryyrriiy� % .' �: iy��r ., iifi�/ffir///i//'f � ���yrryry�•�yiiiyi��yi�/i��iaJ;/i/iyrlilli� r' ' • � i��� iri/Gyro riiyiJ . r/ _ .,�,,ua..,,. �c�ry �li,�yi, yiryyayiyi,%ii�iiryi/;1�i .�� .• mil,.,._ ,��' �/�/yi �iiy.� i�fiiyy�j/, �'• 1 Ci ANCHOR SCHEDULE: HOLLOW CONCRETE.BLOCK ,6N�oa `f` 2'MIN EDGE DISTANCE •� �i Spans UP To V-0" Soons Un To 8'-3" Spans Un To 12'-0" .a LOAD .CONN TYPE CONN TYPE .CONN TYPE _ ANCHOR.,; - (Vs8 Cl C2.1 C3 1.C4 I CS Cl .C2 C3 C4. C5 CI 'C2 '63 C4 CS _ C11 fn - 7712 SMS Wl 2',EYEWAtt, 43 26.p"16.0" 75" 4.0" 1b.p"15.5" 0.5" 4.S" 6.5" 15.5" 8.5" 4.5"[L4 7.0" ' ARMOR INSERT W/1.1/A" 53 16.0"10.5" 5.0•` 7.p 16.0"110" 6.B' 3,5 5,0"11.0".7.0 3.5' 5,0" EMBED S2 14 0" 7.5" 4.0' 6.0" 14.5"' 4.0" 4.5" 4.0" 7.tl" lA" 3.5' SA" O�m 70.115'1.60- 1-90E 1.5" 6,0" 3.5' S.5' 12.5" 7.5" 3.5". 3.5' S,5' 7.0" 3.5" ''1� ' O.�fir- 100. 7.0" 3.5'. 3.5' S:0" 7.0' 3.5' 3,5� 5.0" 7.0'' 3.5" 'Sp" - Wz 3/4"MIM EDGE DISTANCE {D I '�u Soans UP To 6'-0" Soans Uo To 8'-3" 508n5 UP To 12'-0" tJ�L Z - LOAD CONN TYPE CONN TYPE CONN TYPE Z W 0 ANCHOR (psf) - - N d _ - CS C2 C3 C4 CS Ci C2 C3 C4 CS .CS .C2 C3 C4. .CS -- - 114"LAG SCREW WITH.1-3/4" 43 16,0"16.0"IS.S"12.5"I6,D"16.0"16.0" 7.5" 9,0" 16.0"A6;0"14.5" 4.5" 6.0" 16.0" J . MIN THREAD PENETRATfON S3 35.0"56,0" BS" 10.0"16.0"15.0"16,0" 6.0" 7.0" 36.0"16.0"31.5" 4.tl" 5.0" 16.0" _ p 3: x _ 62 16.0"I6A" 7.0" 8�5" 16.0"16.0"14.5' 5.0" 6.0" IS-B-!6.0"11.5 q;0' S.0_' 16.0' ,WW - -+ Kt1� %70 16,0"16.0"150- 7.S" 16.0"160-112Z" 4"D' 5.5" 16.0"16:0"11:5" 4.0' S0' 16.0" .. 100 36.0"11.5" 4,0" 5,0" 16.8"36.0"11.5" 4,6" S.0" 16.0"16.0"11.5" 4,0" S.0" 1616^0" .a .. - - 7116"WOOD BUSHING WITH' 43 16.0"166 a' B.0" SOA"I6.q"15.5" 8,5' 4.5" 7.0" 15.5" 8.5" 14.B5.5" 4.5"' 7,0" 1.13",MiN EMBED 8 SJ4.20 53 16.0"IO.S" 55" 8.0" i6A"ILO" b.0" 3.5" 5.5" 11-0" 7,0'" 4A" Sp"' ' u SS MACHINE SCREW 62 14.0" 8,0' 4.5' 6.S' 14.5" 9.0" 4.5" 3.0' 4.5" 7.0" 7.0" 4A',' S.0' 70 120".6.0" 3,5". 5.5" 12,5" 75' 3.S" 4.0"' 5.5" 7,0 4A 5 0..3 100.. 7.0'; 3,5" 4.0' 5.0' 7,0" 3,5" A..O" 5.0" 1.0" 4,0 5 0'14 SMS OR 014'WOOD .43 i6A"I6.0"32.5"14.5"I6.0"16.0"56.0" 8A" I0.0"16.0"3b`0" 7:0 16.0" W SLREWWITH 1 3/4"MIN 53 16.0"16.0" 9.0' 11.5"16.0"16,0"15.0" 6.0" 8.0" 1G 5.5" 13.0'THREAD PENETRATION 62 16.0"16.0" 7.S" 9.5:' 16.0"16.0"31.5" 5.0 7,0" 36.0"16,0" S.5" 13.0" ��40 SS' 13 0"16.0 55' 13.0" c O 70 B.S" 16.0"16.0"10.0' W 100 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9S" _ Q.o ANCHOR.SCHEDULE: WOOD (G=O.42) MIN EDGE DISTANCE .,, E _ - `j {aa� ANC - LOAD Spans UR To 6'-0" Spans Vn To 8'-3"- Spans t�D T.12'0" NN TYPE - ' G OR.., -,. (DsO CS C2NC3 TYPE EC4 CS Cl C2 O C3 C4. CS CI I.C2 CONN NC3 TYPE CS- 0 ANCH 1/4"LAG SCREW WITH 1,-3/4" 43,-16.0"16.0" 9.0" 10.0"16A' 16.0"16.0" 5.5" 7.0" 16.0"16.0 9.5" 3.5" 4.5" 15 0" of s MIN THREAD PENETRATION 53 16.p"S6A'" 6.5" 8.0" 16.0"15.0"12.5" 4.5 5:5' 16.0"55.0" 7.5" 3.0" 4.0 11.0" .. '• 62' 16.0 160 5.5' 6.5" 16.0"I6A" 9.5" 3,5" 50" 15.0'•15.0" 7.5' 3.0" 4.0" 11.0' 3 ? ^i 70 16,0 135 45 6,0' 160 16 0 8.0 3.0" 4;0" 11.5' 150' 7.5" 3.0" 4.D" 11.0' 100 15.0.75 3.0" 44-0'"'11.0"ISA" 7.5" 3A" 4,0" 11.0"15.0"7.5" 3.0" 4.8" 11.0" H745M50R,µ14 WOOD 43 16 16.0 16.0 8.5", 10.5"16.0"16.0"12,5" 5.5" 7A' 16.0"13.0' 6.5" 3.5" 5.0" 0 SCREW WtTHi 314 MIN 53 16.0"i6.Q" 6.5" 8:0" 26.0"16.0" 8$" 4.0 5.5" -1-6u-.10-5"_5.5" 2.S" 4.0" 7.5" THREAD PENETRATION 5t 5.0" 10.5"10.5' 5.5" 2:5 4.0 7.5" d 3 -62. 16.0"11:5" 5.0" 7.0" 16,0"13A" 6.5' 3 70 4.S" 6.0" 56.0 30' '4A`" 8.0" 20.5" 5.5 22^5" 40 „o • 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5' 2 5. 4.0" 7.5 l0.5" 5 5" 2.5" 4 0 7.5" Sy A gill t ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK Im , 4"MIN EDGE DISTANCE , Spans Up To V-0' Sq-Up TP 8'-3" SDeC N To 12'-0" - LOAD CONN TYPE CONN TYPE CONN TYPE E - _r ANCHOR "- (Dsf) ,Ci. .C2 C3 C4 65 Cl C2. C3. C4 C5 •Cl C2 C3 C4 CS 5/16"1TW.TAPCDN XL W/- 43 15.0"I6.0"I6.0" 16.0"16.0-11&0"115.0"ib.0"16.0"Itl " 4.p" 14.0"16.0" 2-1/4"MIN.EMBED 53-16.0"16.0"16.0"16.p"16.0"16.0"16,0" 11.0"16.0"16.0" ' 7.5" 12.0"16.0" 62 16,0"16.0"14.0"16.0"160 16.0'"15.0" 9.0" 14,0"i6A" _ 7S" 120"16-0" - nE - .7tl: 16.0"16.0"I1.S"16.0"16.0" 16.0"12.5" 8.0" 12.5' i6A' D" 7.5".12.0"16.0" R9R 100 16.0"12.0" 7.5" 12.0"36.0"36.0"12.0" 7.5" 12.0"16.D' 0" 7.5" 12.0"16.0" - ' 1/ 53 16 0"13 5" 7 5 li-0'�i6 0"14-0" l5" 7S' 13 5' 6 5' WPYNOB3FAMIXLSfNNPA00P,E 5/16"ELCO ULTRACON W/ ' 6.5" " 6.5"(q, 2- 4"MIN.EMBED62. 16.0" I0.0" fi.0' 90" I6.0' 110' S.5" 6S' 90. 6-5" 10-TCM-0002 70 15.0': 8,0 5.0' 8 0' SS.S 9 S 5 S 7 0 6.5".. 100 9.0" S5' 6,5" 9 0. 5 5' 6 5 6.5" PAG!DESCRIPTION 08 2"MIN GE & - { YEWALL 43 16.0"16,0" 9.5': f 5"160' 160 1l AED60Oi 8.0""0360 14.5" 7.5" 3.5" 5.5 11.5" B32 SMS W/2'E 'a ARMOR INSERT WI 2"EMBED .53 16,0'"16.0" 7.0" 9.0" 16.0"36.0" 9.5'" 4.5" 16 0"10.5" 5.0" 6.S" 16.0"125" 6S" 3.0" 45" 9.D' 111" 6.0" 3.0" 4S" B.S•, - .ANCHOR NOTES:SEE SHEET 100 I1.S" 6.0"' 3.B" 3.0" -4.5" 0.5" 11.5" 6.0" 3.0" I.S. B.5" 9 FOR ANCHOR NOTES.