Loading...
HomeMy WebLinkAboutProduct Approvals I Bas Home ; Log In j User Registration Hot Topic Submit Surcharge ; Stats&Facts 1 Publications FBC Staff SCIS SRe Map Links Search Pr Product Approval — USER:Public User r.•!G P�atluct Approval Menu>Product or Application Search>Application L'st>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town-and-Country Industries,, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 'tomj@tc-alum.com Authorized Signature Frank Bernardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com i Quality Assurance Representative Address/Phone/Email Category .Shutters Subcategory Acc1 24 orilitn.. ' 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 i Certificate OF Independence FL13757 R6 COI Indeoi.odf FL13757 R6 COI Indeo2.odF FL13757 R6 COI Indeo3.odf i Referenced Standard and Year(of Standard) standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eguivl.odf FL13757 R6 Ecuiv Ecu1v2.ndf FL13757 R6 Eouiv EouW.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for.use in HVHZ:Yes FL13757 R6 II Dwgl.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 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 19757.:23`.r =f6`61Streaarnline-Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.pdf 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 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Faclllties 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 R6 II Dwg3.odf 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 R6 AE Eval3.Ddf anchorage,etc, Created by Independent Third Party:Yes Badt Ne .I I Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:a50-487-1824 The State of Florida is an AA/ff0 employer.f^ovdoht 2007-2013 Slate 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 notsend electronic mall to this entity.Instead,contact the office by phone or by traditional mail.Y you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a Ilmnsee under Chapter 455,FS.,please dick here. Product APprovalAceepts: Cradt Card i /rE001�549 NA�o'iPX 1` PROJECTION VARIES �` N'•• 4.674"MAX, 0.115' .; r_2874' - o 0.080• ��.•'.NcC D O PRL'ELI*DO_A oa • •"SI G•• •O 0.062" 0.450" 0.125" 0.062 L.709 'O *- 0.10o r4- . .• v 2:820' Op 0.195" 96' 060" 1.908" .L0.0- L ... '1' O0 -- L 4' 0.062 0.1 06 0.062• 0.630' 1111111 N 30. . 0.143 -u 0 -4-.a OIb60• O,oG.' 0.630" 0.630' 0.062" 0.20' 0.062" 0.062 1.069' 1 1 44W �•'Z. -- ✓-1.069" SUPPORT LEG OPTIONAL0.200" -•1.069u„-4 0.062" 00" � N9 � 5.745'MAX. -5.745'M/UC. Nw.dx�i Oj WALL (/2 ;BUILD LUU'f WALL .-. . 3 STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK �HEAV_Y HEADER SILL U LITE HEADER SILL cw u SCALE:HALF SIZE 02 LD HALF'SIZE- O SCALE:HALF SIZE `� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512fl NO WHERE SHOWN,SCREW BOSSES ��+I d 9 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.1374'H 2.655" 0.875" .01 0.510' 2.195" 1230' 1-- wy 2.195" U.IOS' 0.060^ I $ ¢ p I;:I: ,r'1: I •c FCL a �Ir r� C b ly S. Y)5..�_: -.;. � �v;l ----2.655'--{ ri O7 tnn i r I 1. 1.:.. 2.3ex• z n I m o }0.105' I fn 4.64' ,o e{ T741.069" f "' .031• I "' N I:. Pn . .,1 r In '- 0�1D--5---�.- 1.069" =0.105' r' Q i i r I - tll 1 ,I :� O.W5' n 0.075" o.1a5" r -� --- _lj 3 f.........1. i 0.994"1 -` -.. m I ti �----4.510" - --•-- NOTE:TESTED THICKNESS OF 3 �. - 0.781' -� ---•-- --A.530"� _ -� BARE METAL W/O PAINT IS 0.039• 3 506" � R 0SILL SILL ADAPTER 9 EXTENDED SILL 1p. EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 f6.8,:;STREAMLINEIkAT/BLADE o� v O SCALE HALF SIZE SCALE+HALF SIZE O SCALE:HALF S1ZE O"uSC'AL-E:'HALF'SIW SCALE.HALF SIZE ' y ,$ SCALE+HALF SIZE ,•-0lxl._-407.579'0 - 1.570•�0 510" O.OBO0.341• -r06 0.070' dpi 245" 0.143" 0.143"1t- 1.708"- 0.143" 0.096", 0.060•-i1T -0 I0 awe •--�' 0.115• 0.080' jj.117" s 4.753' -, �b � 0.090"ry -0.096" e d r a.slo• I 10.100• _ r1 o.Deo gg y o.oe0• 0.682' 0.630' 0.060"+ (f can4atrB8NtLte7wi0ort D.D+a^ oan 10.69a^J L.µ" 15-2339 NOTE:THICKNESS OF BARE 2.BZ2" �-1.625"-} -+0.420- SCALM METAL W/0 PAINT IS 0.039' RADIUS CEILING HEADER/SILL 17 6_8 STARTER 1g WALL SILL CLIP 1Bb WALL SILL 15 6.8 STREAMLINE STACK 1G SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 99 6.8 STREAMLINE SHUTTER `illi 54 !f ft fRAMKLi NK PDO�ip,E GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ -.11C 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCO PE-004GS41 CODE SIXTH r RDANCE WITH THE FLORIDA BUILDING EDITION FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE A&AL S AND THE EIC)AND INTERNATIONAL RESIDENTIAL CODE P9 INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH al FOR MORE INFORMATION. 0 tq 2. POS CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION STATE OF DETER OROANCE WITH THE GOVERNING CODE.PRESSURE Ulm RE Ul WITH ASCE 7-10 AND CHAPTER 1609 OF THE .C14 FLO I E NVUAL To THE POSITIVE OR NEGATIVE DESIGN PRESS A ASSEMBLY AS SHOWN. 3 TESTING TAS 201j20 203 AND ASTM E1886 IffI99YE330. C I z 4: DESIGN N MAXI TESTED PRESSURES DIVIDED Y A 1.5 SA < S." THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 12, F 1 N ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL N PLAN VIEW lift CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND. 41 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. . 6: HESE aw a; 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING T U) DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w a WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 55 w - ZONE, AHD E RMATI NA 5U LOIN CODE I 0 N TH '�E 0 L BUILDING 0 ' THIS SYSTEM MEETS MISSILE LEVEL"D"A" ASTM7 E 9 �0 �SEE PRODUCT EVALUATION REPORT 'C' 1 9' 9 M V E 10 PRESSURES SM M E AND NEGATIVE DESIGN PR 5 RES TER INED PER SEPARATE ENGINEERING IN ACCC U,IREMENTS AS DETERMINED IN ACCORDANCE DA BUILDING CODE SHALL BE LESS THAN On PRESSURE CA ITY V LUES UST HE : p RE PAC A ED HEREIN FOR A STING WAS CONDUCTED D IN ACCORDANCE WITH. SIGN PRESSURES M TED HEREIN ARE BASED ON FETY FACTOR. SHALL BE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 9. TITE. HESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CON)UNCrION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. il. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOLD THE APPROVAL DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANEPROTECTION OFFICIAL MAY RE%)IRE ENGINEER SPECIFIC DOCUMENTS ARCHITECT S19NED,DATED AND BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECTN WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HISgHER APPROVAL, LOCKING MECHANISM,SEE CI 'A j 13. EACH SHUTTER ASSEMBLY SHALL 13E PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996&E330 TAS 2011 202&263 rl"� SHUTTER ELEVATION Js FLORIDA PRODUCT' APPROVAL NUMBER TABLE 2: 'IV N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERSEXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTHOP 60 K.S.L,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3/161-0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL 52 BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ I 17., TOP AND BOTTOM MAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES 18, FLOOR TRACKS MAYBE 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 Nl::7A1li!lliONTSIINSTALLA-IONS tFISTACLAT1oNS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s 301 AS 2 ABOVE 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED, ABOVE 30'ABOVE GRADE GRADE GRADE 22, SHUTTER MAY BE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. I I 23. SEALANT SHALL BE USED ON ANCHORS ORYIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1 i-sm, 248" GRADE TABLE 1: 99, a-liz, 3-5m, — I-SIB, 1-7/w TABLE 1 NOTES; 4-1/4- 2. ACCORDION SHUTTER I. DESIGN PRESSURES SHOWN IN*ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE 144" 4-7/8' 2' > SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. I. ��. D E� 19 9 i . TED AS MIAMI-DADE COUNTY AND EIROWARO COUNTY FLORIDA. POSITIVE NEGATIVE 7 LINEAR INTERPOLATION BETWEEN SHUTTER 2. DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-OADE COUNTY AND BROWARD CC L SHUITRR DESIGN DESIGN SPANS IS NOT PERMTITED.FOR SPANS '3. SPAN PRESSURE BETWEEN THOSE!INDICATED ABOVE,THE NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 - PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A (E"F (P-qn MINIMUM SPAN OF AT LEAST 30". BE-:-=--Z=L SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 12, too 100 1 NAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND I-S(8' M 'BOVE WHEN>301 Or 70 A E. 0 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTE0,FOR SPANS BETWEEN THO - 120M 53 63 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NC CTWXT,HIGHER SPAN SHALL BE USED. SE ril 1M" 43 40 6- SEPARATION FOR aLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH Asrm ►1 FRANK L e£kNMDO.P.E. 0.125" 1.950"-- - yytt t/ >l P1wD1654s .;-i•; 0.610" STAINLESS STEEL -280' -{ NYLON WASHER OR ` �,y,�K_...• r! r ASSEMBLY '4 0" ALUMINUM !C`C:•'• Lj �,Lj:S:t 0.320"0 HOLE o ;.�-Q50" 0.357" 1�. .. 'U0� F aL,lv`J z i o 0,276" �c NYLON d'� u"w In c710 x 2-3/4"a10 HT S.S, ^•0;' OOgb� ri 0.800 0.05Itp WHEEL 'I u v,0 0.120'o INTO SCREW COATING/?C VLTRACa7TE 0.59I" Q: * Is V - ry TRACK {TYP TOP&BOTTOM) N 0.062" 0;; of E 1I}--VIII NYLON BUSHING W/WASHER: � RpOF $s TVP.AT EVERY OTHER 0.870"}--t0.750° 7/16"0 x 1/2"@ INTERIOR 30INT TOPr!O •. U A qq INSIDE JOINT AT TOP. 0.154-440.137' ANGLE ETHER x1"BiUSED ON EXTERIOR BOTTOM !!!/�qt l (� m14 CYLINDER-SOLID BRASS,NICKEL PLATED flT]1ER CAN BE USED ON EXTERIOR �7jrF11ENlyt11 �W o .x 9 HOUSING-ZINC DICAST POWDER COATED 22 ROLLER ASSEMBLY � v SCALE HALF SIZE SCLETHALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT' OR KEY/iHUMB TURN OPERATED INSIDE. SCALE-HALF SIZE SCALE:HALF SIZE 23 W g�Q^ f to.zso" BRASS PUSH LOCK iW.l EE :!I SCALE:HALF SIZE 3Z'" `�R0.155' 1.978" a ui O0 R0.500' 4. D' 0.236' --1.742" 0,286" 1.603" .moi O 0. 2 125' 500.623 0" --1.710" 0.267' 1,3 --�I \1_ T 0.790" 0.090" 0.319" 0.531" M 0.531" of 0.064" m n -•Z 6: -2.250, 0.28" - I� 0.09 . .o. 0.607" ~� 0.607' 0.1IB"1 {t--- -� .224" _ D.239'- } ' !J r � ^ _54 0.060" 0.49" 0.240" 2.)50" -4 T.moi .moi.i« try RAINGUARD 2g DECORATIVE FLOOR TRACK SCALE:HALF SIZE SCALE IiALF SIZE 0.161r 0.222"-}t- 0-240 IZII- 0.062"0.062" 0.062"UNIMATE 30 SCALE,HALF SIZE CK 31 SCALE MALE BOENTER F 512E TER 32 SCALE-HALF -1I-0.062 5.500'x 13116"WIDE- A _ 67. 7/I6"0 STAINLESS 111....1 STEEL NUT �-�-- CD i 0) t" t� Ty" 5/16^18x1 MACHINE SCREW v ;eoa 0.438" 5116"O INTERNAL STAINLESS STEEL m 0.121' 4.500' }-10.609" POWDER COATED,ZINC DIE-CAST THREAD nQ SECTION A HEAD STYLE VARIESL I.OsO"OF``TA MODEL ?0Q1223g T-LOCK ADAPTER 3j T-SCREW INSERTTHUMB SCREW IRA]AL SY EMS OPTIONALSCALE FULL SIZE SCALE:FULL 512E 1 BOX LOCK SCALE:HALF SIZE -r ?0.259" 04Ob qOcSCALE,HALF SIZE °'31.9 END STRIP 1" � ,i 2" & 3" EXT F-50, -j f-i.soo^ { IT a.us -({-- 0.050' ! b.bl3'7 � 0.125• SCALE: HALF SIZE T1 0.125" 0.250" o Cha $ 0.093" -0.125" ttMIF71tFFlNN(LtHfYRAPE 1 � o.0 65^ M � 15-2339 r�¢�DEeanmoNl 1 - 7.ODD" ------{ 39 2X7 ANGLED ALT. 1" E14D STRIP 21 1.5'x3"x0.093" ANGLE 25 2"x3"x0.125° ANGLE 99 C ? SCALE!HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE c - SCALE,HALF SIZE _.,____ ' fAA71KL BENNMDO,P.E ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18"O.C. EXISTING DIST, \ ,•g GLAZING SEE END STRIR: lllrrr��� SCHEDULE FOA h{k•: NO E004 ''•� ' A .ANGLE EMBED-- SPAN WHEN U51♦;G: _ Ey0 vat 20,40a,40b G _ LEG D RECITON II II 1/4- OR 0,8 STARJg EMBED. 17 (INTERIOR) I' - l� G 17 4 7C I7 - i.__ [MAX. WITH 21 OR 2Fry Tsp i1.•t ` I _ MIN.0.062"THICK 6063 TG ALUM. ANGLE 1"x 1"MIN.TO 2"x S"MAX. _ 21 25 30 (ANGLE LEG MAY BE REVERSED) g GI EDGE o -- --- --- + `� FASTEN ANGLE TO TRACK W/ //!!! 1 LLTI ,Oj U gi DIST, ©, ANY ANCHOR PER ANCHOR ((2 +730x1"SCREWS AT >a c il SCHEDULE @ SB"O.0 CJRNER,TOP 8.BOTTOM;AND UE C W ATTACH TO 6.8 STARTER W/ 13 13 13 - \ #.12x1/2"GALVANIZED OR W� ��9���� 13 R32 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS 3/16"0 ALUM.POP LLLLLLLLIII7 N FlFl Q��j 30 3/16.0 ALUM.POP RIVET,Oj.2 RIVET Oh 1/4-20 MACHINE O W"' z (TYP.) ALTERNATE END STRIP DE AIL BOLT&NUT@ie"D.C. 19 �- --I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 9 NUT @ 18 3 0 (EXTERIOR) 5/16-1BjuMeSCREWINMTHREADED, WITH 6.8 SIARfER AND ANGLE INSERT('3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3'-=1•-O'• ANYTPACK W/ rl/jy/// OW g FROM BO OM OF SHUTTER.RECEIVING END STRIP SCREW BOSSES- p r. H TYPICAL PLAN VIEW HOES SHALL BE 3/6"MAX WIDTH,UP TO N 6 SCALE 3"=1'-0" 1"HEIGHT. 1'B1O 12.778 P �1\ N USE 111 BRASS PUSH LOCK 8z 9c ' OR 0)5/16-18 THUMB LOCKING DETAILS FOR 2•&O(3.7') ' SEE END STRIP SCREW Ip110THREADED CENTER MATES SCHEDULE FDR MAX.37AT1/3 SPANT2/3 ANf-ROM SHOWN ON RANDOM " {� SPAN WHEN llSING 3zDOTTOM OF SHUTTER. 30 13 DETAILS ' (.') " O 20,40a,40b OR 40c, tiRECEIVING HOLE SHALL BE ax • 1/4" OR 6.B STARTER3/8"M11AX WIDT M.UP TO ALT 1•B10_ . 0'! Bt y AX. WITH 21 OR 25. 1"HEIGHT. 3p EC 02 972 5' xm 20 112 01" 40 40r USE APPROPRIATE 132 75" ` STARTER STRIPTO g 1.6'X3' 45 93' y 40 20 PROVIDE CLOSURE EOR $$k 13 — 5T 83- ■0.083' BUILDING CONDI BONS. g 23 =I 67 71" FASTEN STARTER STRIP a v� (INSIDE) 0 76 TO TRACK W/(2)t110xl" SCREWS AT CORNER.TOP S4 Xo125' 4z 12Ir ALTERNATE END STRIP DETAIL 8 BOTTOM ai k 13 NF 25 60 18' SCALE.3"=1'-0'• ANI I BOSSESA CK 4!/SCREW a F I��m 7D 11r W I-u1°i u FOR GREATER SPANS OR LOADS THAN ('` O SILL W SHOWN IN ENO STRIP SCHEDULE,ENO O STRIPS RE1111RE A VXI•.090•CUP ANGLE (n MIDSPANUSINGn FN- ANYANDIORON TIE EXISTING GLASS a � e� 0 z SCREWAfiCN0 STTOEDTER 6 O ! v 13 SCREW 00.L4.70 BOLTIO ENO STRIP. i 30 Now USE 111 BRASS LOCK USE(11 BRASS PUSH LOCK (INSIDE) PUSH a�-� OR 111 s/16-1B THUMB E 999 OR I11 5/16-78 ThIUMb 30 13 ��a SCREW I O THREADED E Al 4 SCREW I O THREADED a� INSERT 31 AT 1/3 SPAN ILL 6 d O SL @5}B INSERT yyy7 AT 1/3 SPAN zag 70 2/3 5(p!P-I')AN FROM J IgI HO7 TOMF SHUTTER g'�'a BOTTOM OF SHUTTER J 1 11 R RECEIVING HOLE SHALL BE a 1 3/B"MAX WIDTH,UP T� S Q 1"HEIGHT. CCi TYPICAL OUTSIDE CORNER CLOSURE — j(OUTSIDE) s 3D O DETAILS WO/CORNER POST °{ NTS 13 CO D]PNWIRRVMLRxPl00PF 13 31 215 13 z3 (OUTSIDE) 15-2339 `SILL - USE III BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM E1Ws0�EPno 1)_i BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUR E x �O99 I CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTSZISW SCALE.3"-V-O" I Ewa d I r 1 u Cl SCHEDULE CONNECTION REFERENCE ENCOR ANCHOR ST EXISTING-STRUCTURE SPACING Cl CONNECTION TYPE -X*-- 1/4-20 MACHINE BOLT lJV REFERENCE ANCHOR 1/2"®-' W/NUT La 12"O C OR SCHEDULE FOR 14AX. ;J 14 SMS(nl b"O.0 =*• J _ SPACIN / IJ2" (TYP.TOP&80TTOM} ALUTA, TUBE 11!um 2 FASTENERS 6063-T6 ALLOY EACH ANGLE — SEE TABLE A FOR SIZE. "- w1- cn [S�OR(�ORf Tf ��T #T0f.x 2N x t/8_ ` I AL TERNA7E 71/RU BOLT � � ..OR 2 x 2 x i/B ` Ci CONNECTION TYPE oALUM ANGLE ° ( REFERENCE ANCHOR MIN.GLASS �a w iL �13 CHEDULE FOR MAX S--EPARATIONt3THREE 3/16"0 ALUM. ° if ( SPAQNG PERtA$LE? -1rpPOP RIVETRGLA55 ttt =w GwW � THREE It12 SMS,TYP ° 17 .,:� -Itl i OR DOOR-*y( �'.w0-Q $`� _}� 3/16'•0 ALUM POP �. U 17 RIVET OR 012 SMS - 1 qjT�\ ii--w ��6:�W (d1 18"O.C.hYP 1 �'.-.... ., _ _+ J TABLE A(ca) - / PpNq?E 5 OR OR a D+A w= PRCSSURE VS ALLOWABLE LENGTH \ •.� 0 MAY USE MALE OR t5F 2No�Bj08• 3No�e(O� FEMALE LOCH-SLAT 62 13V 16B' f3 ALTERNATE THRU BOLT I 1/4"M X FROM PIN C5 CONNECTION TYPE d 72 ]2P 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR Cl CONNECTION TYPE j/ WAS R BUSHING CC3 SCHEDULE FORMAX. f9 WASHER(TYP,) w � y OI 119' 272' N75 SCHEDULE FOR MAX SCHEDULE fOR MX 58 91 114' 16S SPACING 14x3/4"SMS(1 9"O.0 o 102 110"— 160" - ANGLE TO TUBE CONNECTION N L�s 12D 104" 14r 2"x 2"x 125'" ra••11• 1*p TABLE:8(CC4) EXISTING HOST 2"x 2"6 ALUM TUBE g� m 9T t3P _ EMBED. ��.�6 STRUCTURE z d 100 pp- tM• PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE -Ol PSP WITN B,iO 1q EDGE DISTANCE REFERENCE ANCHOR SCHEDULE FOR MAX +GSi SPACING 62 107'113' 166`. 5 72 1Dr 13r FASTENER ANCHOR SHOWN Cob10"o c. (USE ANY ANALTERNATE BUILD OUT MOUNT SECTION , 02 101' !47' SCALE3'">1•-0•• IN ANCHOR SCHEDULE). 92 95, 139' Iy 102 90' 132'-- u 120 or 12r _ 150 74' I for w . 94 Lx t 3/16 RIVET OR H12 SMS 090"6063-76 LL x O hN GLASS (a)16"O.C. OR t/4-YQ ALUM TUBE TYP. T _ ae 17 e� u+ PARATIOf9 x^ IF NUI &BOLT(TYP.1. 3/16•'0 ALUM.POP eq' PEk TABLE — WL ONS RIVET OR it 12 SMS� ALUM. TUBE � ��,°- GLASS 2 X o2m 6065-TG ALLOY L0 te^O.C.I7Yp,1 a OR DOOR o .�---- a 0 a F d SEE TABLE R FOR SIZE. 2 FASTENERS ?"x 5"x 1J0" x CONTINUOUS EACH ANGLE ALUMINUM ANGLE 2"x.093'•6063-T6 THREE 3J1G"m ALUM OPTIONAL ANGLE INSIDE 6 ISSN@t ALUM.ANGLE,TYP 3 6 t7 ORIENTATION TYP, E y o POP RIVETS OR 17 w S 6 17 THREE 1f T2 SMS,TYP, W E 15, OR 2"x 2"x 1/8" 4 COn1NEC710N TYPE yq )p 13 ALUM.ANGLE SC HEOULEREFERENCEFORCMAX USE MhLE OR FEMALE SPACING LOCK-SLAT - - -- —EXISTING CONCRETE" tOPiNCU1RWlCLlBNY67pPE 13 .f 13 BLOCK OR WOOD FRAMING 15-2339 RGli� _ (OUTSIDE) EE INSIDE SILL MOUNT SECTION 'AR[°I�IC1R�1011 OR x S. S GALVANIZED1TALUM. 1 SCALE:3"=1,-U" OR 5 S.SM5,3/�C4TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR CLOSURE OPTIONS NTS MACHINE BOLT 8 NUT SCALE:3"=P-0•' co 10"O.0 FRANK L.EIHJNARDOt P E C5 CONNECTION TYPE Z Ji REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE SPACING 5"MAX. AC LASS ------ GLASS C CONNECTION TYPE 1/4-20 MACHINE G OR DOOR REFERENCE ANCHOR R 60CIR > HE W/NUT EOULE FOR MAX. 19 814 sms N. < HN ':3 Z SPACING (lyP TOP&BOTTO "N13 A, GLASS z -u X.. 't z 1/4"-20 THRU BOLT W/ ;t GLASS 0 It 14 x 1/2' ENS(p)12'-0 C, EPARATION z PARATION 4im LOCK NUT 0 12",C)C OR I-., PER z a Z 1- 0 Tt�E HI SMS @ 12-OC x OR 3/16"0 ALUM POP L 4;.. 12.I PER TABLE 7 -4 0 12 E.S. 1 ABLE 2 Z I- RIVETS @D G­O.0 OR 1/4"0 OR 3/16*'0 ALUM POP ALUM POP RIVETS P 12-O.C. r RIVEf I L E.S.C f. 0 IS T 6**O� ANO IR 11 ALUM.POP 1111 /'4"MAX CLASS 1 2"O.C.C.S.--- I ANO 10 /4' MAX.FROM PIN ASSEMBLY ———FROM PIN < GUIDE TO BUSHING 112-TYP.. WOE TO BUSHNG SEPARATION 13 WASHER ITYP.) PER TABLE 2 X E, ASSEMBLY WASHER ITYP) 7=w= 'BA 112- PZ�;� EXISTING CONCRETE, 3 CONNECTION TYPE 0 i/Z'TY OR DOOR BLOCK OR WOOD FRAMING 11 C3 0 REPERENC E ANCIOR u) dx C-4 CONNECTION TYPE DIST LE OR MAX 0, F REFERENCE ANCHOR SPACING .,n aw w E GE 0(3 SCHEDULE FOR MAX SPACING AS SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG,9 MOR REFERENCE ANCHOR 60R SCHEDULE FOR MAX. 030 EXISTING CONCRETE. SP BLOCK OR WOOD FRAMING ACING.ALT FASTENER 1 1/4"MAX FROM Pit! LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING ri RI ANCHORS NOT REQ'D _"I INSIDE MOUNT SEC I-ION 'NCE ANCHOR 1/2" WASHER(TYP.) J! ACK REFERENCE SCALE 3"�T-0*' tL 0 SPACINIGILO� C19 9 j P114 GUIDE TO WITH THIS LOCATION SCHEDULE GUSHING WASHER @A INSIDE MOUNT SECTION _5 CONNECTION TYPE REFERENCE ANCHOR (TYP.) SCALE 3-=l'-0** SCHEDULE FOR MAX 4 C OR EXISTING CONCRETE, SPACING b BLOCK OR WOOD FRAMI EMBED 1.1 m-2- / rTMP Borra� GO BUILD OUT MOUNT SECTION EXISTING CONCRETE. SCALE-3-.1'-0­ BLOCK OR WOOD FRAMING E NOTES FOR DETAILS A,9,D.AND E ON THIS SHEET. EDGE DIST EXISTING 4Y g THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR EMBED STRUCTURE m M SCHEDULE FOR MAX. 5 CONNECTION TYPE A MINIMUM OF TWO SETS OF ANCHORS AND IS A r. E PrPtPENCE ANCHORai MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK 5 6 SPACING USED WITH THE BASE TRACK MUST BE CON'TINUOUS SCHEDULE FOR MAX OVER THE CAPS BETWEEN SECTIONS. 3 15 SPACING 1/2" (lDORQ In C. GLASS OR DOOR MIN G. 11112 1/2"SMS 11 12" E ASS 13 ES?l Fw PARA'"O 3: O» 1.0 D Do POP RIVETS @ 6"O.0 TABLE2 13 X� cz, GLASS OF GLA V) OR 1/4"0 ALUM POP DOOR I, --A_ Mm RIVETS P 12-0 C _rrF L ,Z A PER TABLE 2 .5 MIN GLASS - B a SEPARATION u 2 PER TABLE 2 xza.ti <W m'x log 9 0 1/4-20 S.S.MACHINEwci g OAND08 MAX FROM PIN .6 SCREW&14UT ASSEMBLY GUIDE **OC. I U BUSH114G 12 WASHER(TYP.) jl OR ODOR 1/4"MAX.FROM Pit) m 1/4"MAX FROM I: I GO UE BUSHING 4 CONNEClION TYPE P I i±- bijifit TO BUSHING WASHER(TYP CXIS1 ING CONCRETEREFERENCE A14CHOR WASHER JTYPJ S 6- EDGE SCHEDULE , DIST. OLE FOR MAX SPACING AS SHOWN 2 CONNECTION TYPE BLOCK OR WOOD EXISTING CONCRETE, 4 CONNEC ON TYPE IN DIAGRAM ON PG 9 EFEREN 15-2339 OR FRAMING BLOCK OR WOOD FRAM) REFERENCE ANCHOR SCHEDULE FOR MAX. tlauel NG CC ANCHOR x 3" CONT 3 CONNECTION TYPE #12.1/2"SMS LO 12" SCHEDULE EDULE FOR MAX ",C SPACING 063-1 REFERENCE ANCHOR 0 C OR 3/16-0 ALUM, EXISTING CONCRETE. !eo—Dumms-N-61 &Al -1.AN SPACING ALT.FASTENER SCHEDULE FOR MAX, POP RIVETS @ 6"O.C. BOCK ANC CBS NOT REO'D BLOCK OR WOOD FRAMING AY BE REVERSED L CATION FRONT AND $SHOWN DASHED)— SPACING 'OR 114"0 ALUM POP WITH THIS TOCATION WALL MOUNT SECTION RIVETS P 12"0 C, OE CFII-ING_/ INSIDE MOUNT SECTION WALLZBOILD 0-UT rl I SCALE 3­�1*-0" SCALE 3­t V-0- �:tU"�N SCALE B.. 00 MN GLASS - ,,iPpp�(,Nx L BENNMDO,RE. GLASS SWAG SEPARATION ZO 1111 ""D""' .;:(. OR DOOR PER TABI.1.7 w p u GLASS OR ` V FUW opDR NOFIE •-d e GLASS OR DOOR SEPARATION 1 X M V' a w PER TABLE 2 - P� V Q=a MN O:.A56 W :;Q*" STA - 8 F SEPARATION It LT PER TABLE 2 W 14 ¢ W!;�U' <O # 1 N M 17ox x N FZOw l/f lfll �7 QVQa um 13 a 13 WON Z."A OIL `9am1Fu 0 � E 10, Cl CONNECTION TYPE ¢ J p a W W o 9 /2 1 1/4"MAX.FROM PIIJ GUIDE u e REFERENCE ANCHOR T uz ary �t 10 BUSHING WASHER(TYP) 29 °vai SCHEDULE FOR SPAC NG __ 't✓ai oW4,'0a� TWO 1/4"0 WOOD .250" MAX / IA�g w LAG SCREWS la 2/." C4 CONNECTION TYPE /- 250.. ow O.0 MAX WITH 2'• REFERENCE ANCHOR / IL LDp THREADED PENETRATION p SCHEDULE FOR MAX 9 "T"INTO CENTER OF 2X STUDS / / / SPACING /o N M [, 18 18b EMB."T• 14 SMS @ MIUSPAN BETWEEN STUDS FOR TRACK TO 1".x 4" / DISI. PLYWOOD A TUBE CONNECTION EXISTING HOST STRUCTURE / n STUCCO FINISH 1"x 4"x.125•' // 1 6063-T6 ALUM,TUBE (,DECORATIVE FLOUR TRACK DETAIL WALL MOUNT SILL DETAIL THIS DETAIL TO BE USED WHEN STUD SPACING v SCALE;3'•=T-0" SCALE:3"=1'-0" K EXCECOS THE MAX.ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECTION THIS DETAIL MAY Ml�ilo�� C: (' ALSO BE USED SCALE:3"m 1'-D" AT TOP c g ACCORDION SHUTTER PER PRODUCT APPROVAL I- o —GLASS IF o I i MN GLASS OR DOOR I- I iO SEPARATION 13 7 in Ill ° PER TABLE = I _ EXISTING WOOD(0=0.42) L3 APPLICABLE AR XZ w Z TRUSS OR RAFTER - - .I' AND OR BOTTOM X 4 La)24"hIAX.U.C. 1-1/2'1-1/2" M EXISTING FINISH I I MATERIAL iL 1/2'MIN C —_ 1/4'MAX FROM PIN GUIDE 2"x S"x 1/8"6063-T6 5 6 TO BUSKING WASHER ITYP I ALUM.ANGLE W/THREE ( I d Irg S 2'x3'It x CONTINUOUS OR -} — 2.175" 3311 1/4"TILE(TYP.1 1/4"0 WOOD LAG Iff I w ys6e 4 2"x 2"x('e"x CONTINUOUS I -{I FINISH MATERIAL SCREWS WITH 2-3/4" 11 !(! 6061-T6 ALUMINUM ANGLE J I MINIMUM THREADED s! d 3/L"PLYWOOD PENETR."T"NJ WOOD @ 5 6 0.9 MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRACE THRU BOLT(7o 7"O.C. EACH RAFTER OF TRUSS, _ 8 ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 DR 5n6'•0 A325 GRADE THRU BOLT(nl 12"O C. 24"O.C.MAX WHERE EXISTING F CONCRETE • MACHINE SCREWS AT 3'FROM ENDS GALV.OR SS ANGLE EXTENDS BEYOND p) AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAN n w xl HOST STRUCTURE WITH EI D �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO :5 3'fO ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1%4"MIN.EMB. w d { NEXT TRUSS. w I-- ttn11 •34@� 3"FROM ENDS AND 4'O.C. 2-1/2'MIN. STRUCTURE(3000 PS]MIN) OR T/4"0 LAG SCREW LID 9"O.C.W/1-7/6" MIN.EFIB. IM WOOD SG=0.4 2.TO 0.55. r Oro @ S FOR BALANCE WITH 1„' MAX DESIGN LOAD AT V-0”MAX SPAN: 13 MIN EMBEDMENT AN021lj' EXISTING COIJCREIE, xF u1p MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR �'L7 a'�Q WPIMJhItiRM1{LBKVWIE STAGGERED WITH 3"MIN. MAX DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE x Z a Z I- SPACING,TYP• t S2 P.S.F. ANCHOR SCHED. 2"x 5"x 1/B"CONT. '.m< 15-2339 J. � ALUM ANGLE 16063-T6) Y o O CASED ON TYPE OF OH. MOUNT STRUCTURE a PACE DEC=RIPnOMI, HD SCALE NTS (MAX.DESIGN LOAD a 12P S.F) Hb PASS THRU DETAIL /�;\7 TRUSS MOUNT SECTION $$ SCALE+3" '-=1 0" 0 SCALE+3"=1'-D" EXISTING HOST ALT.LEG DIRECTION 1 1 �6grxj��RDOJrcE` STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ROUND WINDOW 1/2" -SPACING,AND 3"MINIMUM EDGE DISTANCE EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY -,'I AX (2)6063-T6 ALUMINUM TOP OR BOTTOM ` ANGLES PER BEAM ENO,SIZE PER SPAN TUBE SCHEDULE _- EMBED. SPAN TUBE PER - DESIGN SCHEDULE '; 'o. (r; t0 - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @I OE F� EDGE OF RDION ACCOzz T'• p M' SHUTTER BLADES 'E'd � _� 12"O.0 OR 814 x 3/4"SMS 6'O.C. �SSS tS�aI 3.5•MIN n Ln 1/2" 777j TYPICAL 3'MIN 316 Z=¢ UIaao � EDGE z _ 2.875"0 HOLE•(TO RECEIVE - DISTANCE MIN.GLASS 13 �z� W °dN ROUND WINDOW ASSEMBLY) EXISTING u SEPARATION O> SN W MAXIMUM OF 3 WINDOWS GLASS ORFER TABLE 2 o o PER EVERY OTHER BLADE .OR N lu s lu1 1/2 LIGHT-N-VIEW WINDOW ((( "MAX w Qa N 0 EXTERIOR ELEV pm DIEDGE STANCE L7 3 16 TIMAX.U PIN GUIDE iO ~ ` 0 BUSHING WASHER(TYP 1 �m1 Lo o 0. ACCESS -1/4-20 MACHINE BOLT W/NUT cp Ii 1/2' 12.O.0 OR+514 x 3/4'SMS G"O.C. _J_ SPAN 2.875'0 HOLE TO SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE WI N00W ASSEMBLY I 1/2' �(2)6063-T6 ALUMINUM y.2 AX, ANGLES PER BEAM END,SIZE 7,r t s EXISTING PER SPAN TUBE SCHEDULE .p� Le li' HOST 1/4"0 THRU BOLTS SEE BEAM zDO STRUCTURE SCHEDULE FOR REQUIRED NUMBERS '.o 61 1[4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m $ BORED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM r IShj }}}--- SPACING,AND 3'MINIMUM EDGE DISTAIfCE 3W p 0.125" 0.032' {0.125' MAX.DESIGN LOAD=t 72 PSF a 5 0.032" _ SPAN TUBE SECTION p 0.196" B H.T.S. VERT SECTION t \ 3 p9go SPAN TUBE SCHEDULE h 1E� / I ALLOWABLE TUBE NUMBER OF ANCHOBRS PER MMIMUMANOLE L 1 - TUBE SHUTTER SPAN T7IRLLBOLTS ANGLE LENGTH f/ + I S ROUND SIZE 9PPN ..-___..__ ._Tp._i WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTRY4 �,� I ASSEMBLY, TUBE I TUBE` TUBE TUBE TUBE TUBE TUBE TUBE a rr'7 � M 60• 123.8' t 135.2' 7 2 2 3 1 4' 7' \ 0,126- 101.7- 10.4" 2 2 3 3 T 7- 123' 129.1 94.4'_ 2._ 2- 3 _ 3 4' '-7" 9Q 2TIB'x BO' 129.1" 167.01 2 2 2 _ 3 4' 7' / / \ 0.126• BB' 114.8' 124.1'_ 2 2 3- 12r - / 123' 102.6' 109.8' 2 2 4 4 _10" 10• g5Fi a 80• 138.0' 106.9' 2 2 3 3 T _7" ) ) 0.129' 68• 122.7" 195.7- 2 2 3 4 T 10' 02.875' 03.250" ) 123' if5.d` 137.6' 2 3 A 10' -13•` 80• 188.1' 240.0_-2 -2 3 4 7' ll'__! q¢ �\ 2�c10'x -�. 140.8' 229.9' 2 3 _ A _ 6 10• 10' LIGHT-N-VIEW WINDOW D.16T6 CC \ / 173' 732.2' 203.1• 3 4 5 7 13• 1B' / SPAN TUBE SCHEDULE NOTES: 15-2 6MwmoPF. 29 N.T.S. 'SABIC PLASTICS S11431T-UL-94HB x x 4"ANGLES FOR 2"x5"&2'x6•BEAMS. - 15-2339 2. USE 2'x5'x1/4"ANGLES FOR 2"x8"&2"x10'BEAMS. ccxLe, 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwae opse_111.vn�ri 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND e B LADE W/ ROUND WINDOW 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 N.T.S. EXTERIOR ELEV 6. LAP BEAMSABOVEDA ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. C 5. �I ANCHOR SCHEDULE: CONCRETE FpANK i..BENHaR00 p,E, ' NII rCEOOi65x9 t.}}rig. 1:.111 2.5•MIH EDGE DISTANCE 11�Y -'•'11^ G 5 ap ns Up TO 6'-0" Spans Up Tp B'-3" Spans Up 70;2'-0" v `�� � rZ j COAG CONN TYPE CONN TYPE CONN TYPE •• •, t'J o ANCHOR Q �k ' z {PaB Cl C2 C3 C4 CS C; C2 G3 C4 C5 Cl C2 C3 CA CS - k"• Na PEOOq r .• 1j4'ITW TAPCON OR ELCO 43 .0"56.0"35_0'16.0"16.0"S6.d"iG.O" 4.0" 13.0"15.0"16.0" 9.5" 5.5" 815" 14.5" M1*. ULTRACON WITH 1.3/4' S3 756.0"16.0"10.5"14.5.16.0"10.0"32,0" 7.0" 10,5"1G.0"15.0" 7�5" 4_5" 7.5" Iq.S" EMBED{]192p5 MIN CONC) 62 16.0'''1475' B.5" 12.5"16,0"16,0" 9.>^' 5,5•' 8,51' 15.0"15,0" 7.5" 4.5" 7.5" 10.5" 70 16.0"13.0" T.O" 11_0"18.0"35.5" 0.0" 5.0" 7.S' IS,S"16.0" 7,5" 4.5" 7.5" Sp.S" X ' - - - - - 7 !hC0MI'lEl',' ATIOM0 STAT m y 100 19,_0'• 7.5" 4.5" 7.5"157 15.0" 7.9' 4.5" 7.5•' 144"15.0' 7.6" 75.5" 7.5" 10.5" C12 7,,N'• E O --ij4'MILIENIUM MItlFR57 43 1575_16.0"25.8"15.0"LU.O"iG.O"16.0" 9.0" 23.5"25.4"1575" 8s" S3" 975" 13.5' 9 / A TIOIri •,.s<OR40 WITH;-3/4"EMOEU(3275ps1-53 16.0"16.0"1].0"15,0"16.0"16.0"11.0" 7,0" 10.5"16.0"13,5' 7.0" 4.5" 7.5" 9.5" S� N pv{ MIN CONCRETE) 62 1G.0"115.0" 8.5" 13.0"16.0"SOA" 8.S' S.5" 9.0" 13;5'•1351 775_4.5" 1,5" 4.5" "/!!0NALt 70 $135 0" 7.0" 11_0"16.0"140" 7.D" 4.5" B4O" 10,S"'13.5" 7.0•' 4,5'" 7.5" 9.6" /1 140 " 4.5" 7.S' 9.S" 13.5" 7,0" 4.5" 7.5' 4.5" I3.5" 7.0" 4.5" 7.5" 9.5" aS4:930"16.0"16.0"'16.0"16.0"36.0"13.5'I6,0"16.0'•16.0"]2.5" 8,0" 13_0"36.0" x 51iYP.1 Ww �.! � Wj 2'EMBED{335Pps1 MIN 53 0"16.0"10.0"16.0"16.0"16.0"LO,D"55.5'16.b"16.0"10,0" 6.5" 11.0"SA.O"CONC v3T62 "32.5'I6A"iG.O"16.0"112.5" D.0" ]3,0"lCal 16.0"10.0" 65" t16"1140"Q�31Ut1\'Cl. 70 "10.5"16.0'' 60" 6_0"10.5' 7.p" ILS'15.0"iG.O"1q.0" G.S' 11,0"14D" N�dx�SOD . 0.5" 11.0"1114.0"1116.0"20.8" 5,5" 11.4"14.0"16.0"10.0" 6.5" 3L0"14.0" 3"MIN EDGE DISTANCE _ _ ,.,.,, w � NOTE > INDICATES ANCHOR SCHEDULE SPACING %013 CI CZ C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'ITW TAFCON OR ECCO 43 16.0";6.0" 7.5" 8.0" 16.0116.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0"'4.0'• ;4,0° SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 2 ULTRACOH WITH 1-3/4" 53 1675"16,0'• 5.5^ 6,5" 16.0"16.D"120' 4.5' 16.0"14.5" 7.5" SD.O" - C2 CONNECTION TYPE USING PIECE CO) WITH OUTSIDE 4Y ANCHORS ONLY (p EMBED(3192p61 MIN CONC) 62 56.0"15.5" 4.5" 5.5" 16,0"18.0" 9.tl" 4,p" 14.5"14.5" Z5" 10,0" - Cb CONNECTION TYPE USING PIECE i2 70_1&0"32,5•'4,4" 5.0" 1675 15.0" 7.5, 11.0"14,5" S. 10,0" OUTSIDE ANCHORS ONLY WITH �ry1 _ 100 14.5" 7.5" t0.tl"'Sd.S" 7.5" 10.0'•14.5" 7,S' 10.0" Fi 211 ]j4'MILCENIUM MILIFAS7 43 16,0"16.0"11.0'13.5"16.0"16.0"13.0" 6.S" 9�5" 7.0" WITH 1-3)d"EMBED(3275psi 53 I6_0_115.0"Awl iiyo"16_0"26.0"5.0°' S.0"_7.5" 16.0"20.5"_SMS" S_y_5" 7.5" w' ANCHOR ROTES: MIN CONCRETE) 62 ;6,0"lis.�B.O" 9.W 36.0"'13.5" 7.0" 4.D" 5,5" ILS'10.5" 5.5" 5.5'• 70 16.0•' 9.5" 5.5" 875" 16.0"SI.S' S.5' 9.5, 8.5"10,5' S.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR 5PACSNG 100 10.5" 5.5" 5.5' 7.5" 10.5" ss" 5.5" 7.5" 10.5" 5.5" S.5" 7.5" ONLY.ALLOWA8IE STORM SHUTTER SPANS FOR SPC-C1FIC LOADS MUST BE �MMII m r"`i �R 114 LIMITED TO THOSE SHOWN IN IA 1(Pg 1). jC o 1/4' U.-POINTS SOLID-SET _ 1-3/4'MIN EDGE DISTANCE Z v 4 3 u ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS CL C2 C3 Cq GS Cl CZ C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 1/4-20 SS MACHINE SCREW 43 55.0"16.4' 8.5" 34.5'35.0"16,0"32.0" S.S" 7.5" 1675"12_•5' U.5° 3.0" 5�0" 10.0" ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR_ - �OUALTO NE VE DESIGN GOAD ON SHUTTER AND SELECT SPAN GREATER - csgTT (3000psI MIN CONC) 53 i6�p"15.0" 6.5' 00, 16.0"16.0' 8.5" 4.0" 6.0" I5s5"10 0" 5,4" 4.0" 7.0" THAN OR EQUAL TO 5Ht7fTERSPAN. • µ62 15.0"11.0 5.0" 7.0" 16.0"ILS" 6.5" 3.5" 5.0"10.0"IOA 5.p" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 70 56.0" 9.0" 4.$" 6.D" 35.0"10.5" 5.5" 3.0" 4.0" 8.0 I0.0 5.0" 4,0" 7.0" 100 Y0.0" 5.0" 4.0" 7.D" I0.D" 5,0" 4.b" 7.0" 10,0" 9.4" . 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTH C-90 HOLLOW CONCRETE 0-1 aT 114•ALL-POINTS SOLID-SEF 3'HIM EDGE DISTANCE. _ _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR W1110'EMBED& CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 GI G5 ANCHOR TYPE BASED ON TYPE OF TJ(ISRNG STRUCTURE AND RPPROPRTATE °3 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF )' 1)4-20 SS MACHINE SCREW 43_1675"16.0"16.0"I6A"i6.p"26.0"]6.0"SI,S"160"16.0'Sb,p"11575" 7.0" SSA"1b.0" CONNECTION TYPE. _ g" (3000pa1 MIN CONC) 53 16.0"16.0"13.5'16.0"16.0"i6.p"14.0"_8.5' 17,5']6.0"16.0' 8.5" 9,5"9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED 70 NON-CRACKED CONCRETE 62 16.4"26.0"14.5'SU 26.4"I6.0"12.Q" 7.0•' 51.0"15.4"i6A"9.5" S.T' 9.5" 12.0" ONLY. 70 16.0"115.0"19.0" 14.0"16.0"16.0" 9.0" 6.0" 1g.P'33,0"16,0" 6.5" 5,5" 9.5" 12.0" ' A 100, 16.0"18.5" 5.5"1 9.5"112.0"116.0'1 8.5" 5.5"1 9.5"112,0"116,0"'8.5" 5,5" 9.9" 12.D" 6. THE CONTRACTOR I5 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT i/4•POWERS SS DROP-IN Z-5/8`MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W11/4.20 SS DOLT AND CS C2 , CA C5 cl C2 C3 C4 C5 C3 C2 C3 C4 CS FINISHES. 1"EMBED(30tl0PsI MIN 43 16.0" 16.0"26.0t114.0" 8.0' I2.5"15.p"14.0" 7,5" 5.0" 8,B'_1165" 7. WHERE EXSSRNG STRUCTURE 115 WOOD FRAMING,WOOD FRAMING CONDIT20NSCONC) "1 " 9.5" x4.0"IB 1'-1 " 10.0"411,�l.5" W6 475•' 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE]Ni0 ADEpUATE WOOb FRAMIN1675"12.5" 7.5" 12.0'"S6.p"14.S .5' S.0" 8,5" LS" 6,0" 4.0"7.0" 8.0" MEMBERS NOT RIFY TH T FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIfCLO§URE PIECES.x70 16.0"10.0" 6.5" 10.5"16.0"12.0 .0" 4.p" 7.5" 15" 6.0" 4,0" 7.0" 8.0" Iq aI d pY001.1,5" 675" 475" 775" 8.0" I3.5" 6.0" 4.0" 7.0" .5" 6.0" 4.0" 7.0" 8,0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SPAM U 0: 1/4-POWERS 55 ORO0.7N 3-1/2'M[N EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4" M1N. WOOD MD.314• {p Y EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.l G SCREWS SHALL 6 3I 5{ a Wl 114-20' BOLT ANO Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX NERD. pT i'EMBED{3d00ps1 MIN 43 16,0"11101' 16.0'4116.0"16.0"IV, 1413.5•I6,0" " 7.5" 50`' 9.0" I2.0"CONC) 53 16.0"10"16.0"16.0"_] 10,5'16.0"12.0" 6.0" 4.0" 7,5•' &5' 9.. MACTIINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN62 16.615"115,0"15.0" 9.B" ]275"32.0" 6.0" 4.0" 7,5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFERHFAD(SIDEWAIX HOLT),U.O.N._70_160"5 .0"16.0' 12.5" 68.0" 9.5" 12,0" 6.0" q,0` 7.5" 8.5" •S� SOD 32.0 6 ' B.S" 32.4" 675" 4.0" 7.5" 8,5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. pZL� __ _ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 'Si ° Q R52 SMS W12'EYEWALL -E-Ci -63 C4 CS GS C2 C3 CA CS Cl C2 C3 CrI C5 NUT OR WASHER WINGNUT. ARMOR INSERT WI2"EMBED q3 56.0"16.0" 26,0"16_0"16.0" 7,5" 10.0"16.0"16,0" 9,0" 4,S'• 6.5" 33,5" mp4mgtRVKLtt31WmOpJ: (20DOPsl MIN CONC) - _ 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 53 16.0"16.0" 8.5"1SA"16.0''16_VI 11_5" 6.S' 8.0"116.01,14.0"19.0" 7.0" 3.5' 5s" 14.0" 15-2339 d2 16.0"15.0" 7.0'" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" I4A"14.0" 7.0" 3.5" 5,5"10.0" IL WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO OCAt2, !1 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0' 6.D" 10.5"14.0" 7.D" 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL pti4 pFf[11►TIONI 14.0" 3.5" -7.6" Ip.O"14.0.' Jed" 3s^_ AlS50.0" CONCRETE SCREWS TO HOLLOW BLOCK 7x52 SMS W/2.75'EYEWALL 43 16.0 16,0"16.0"16.0"16.0"15,0"1675"1075'14.p"16.0"16.0"SLS"6.0" -9.5'7 16.0" ARMOR INSERT W12.5- S3 16,p"16.0"32.0"15.0"3675"16:6"25.0"7,5" 31.0"26.D"16.D" 9.0" S.b" B4O" 11370" 9I ___. EMBED(200pp�MW CONC) 62 16.0"16.0" 9,5" 13.5"16.0"16.0"I1.5" 6.5" 9.5" ]6.0"I6.D" 9.p" 5,0" B4O" IJ.O" $$ 7O f6M0"116.0" BA" 11.5"S6.Q"i6A" 9.5" 5.5" 8.S" 14.0"•16.0" 9.0" 5.0" B.0" 1375" 100 16.0" 9:0" "S.0" 8.0" 13.0"16.0" 9.0" S,0" B.0" 13.0'•16,0" 9.B" �0D©m©�lr arm. � HER lam Qzain ®mm' 'm©m m � I IM LONE Will ' mom PME. VONROW/,1�O///,f//,G7�/WIMUR m '' ®�/%® '' //l�/////%� 114 E 1 0, "ll0llle11 /ice %� ' i'' j/i'/'%;jam , WMO /�i.FE91 / %/s/////n yl// �1'%/%/.///////////% Omm©00000©mmm©m©mm© Ingo ffil ■ Kim ��� i�"�J'/�'ii%/viii � � 'RomEn/o/o/mm ■m�mmm©m�mommom�mmmnomomomm© :eoeoo _:/'y" i �'/'.ri'f/�./''�y�ii�r�i /i/,iiNONEi �'® ®m����//�// 0000000 0000©mm®mmm NEMA '' i/17////�//%/ice %%� Efflo Mu �/%////EL�Q�i' �SIQ��I�///%///,®�M"/1.1.10 101 M. 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TWhK2 BENN/J 00 PO ,! dPE0Wb549 2'MIN EDGE DISTANCE 5 Spans Up To 6'-0" -3 Spons Vo To 8' " LOAD Spans UD TO 12'•0" _4' •4IC •. �' %>f -- rn CONN TYPE CONN TYPECONN TYPE �C N i ANCHOR (Fs4cf C2 C3 C4 C5 C1 C2 C3 C4 CS Cl CZ C3 I C4 CS No 012 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0"17. 15.5" B.5" 4.5" 6.5" 1S.S' B.5" 4.5" 4.13" 7,13" =1�' � QU46S4 -^- 3 ARMOR INSERT Wj i-114" 5.0" 7.0"EMBED s` -rr fit ' 9.0 4.5' 4A" 7.13° 7.0" 35" /3.5" .V" 3.5" S.Sa 7,0• 3S' 3 5 5A0STATE DF W to100 " 0" 3.5" 3.S""-S.tl"7.0" 3.S" 3,5" 5.0" ';•r�s�•';<Og101;,:' ufal j 8 -�--- - ANCHOR SCHEDULE: WOOD �G=0.55 •.•... � ;ANAL E-": Y 7T7117ti 11(21 tt11-- -01 Lk1a 3/4"MIN EDGE DISTANCE Z�L 2-> C rf Spans Un To 6'•0" Spans Un To 8'-3" ins Up To 12'•0" "- Yn LOAD CONN TYPE CONN TYPE CONN TYPE 9�qi( GCl s ANCHOR (050 Cl C2 C3 C4 CS Cl C2 Cl C4 CS Ci C2 p C4 C5 W QN 1/4"LAG SCREW WITH 1-3/4 43 16.0"Y6.0"11.5"]2.5"160'16,0"1&0"17.5" 9.0" 16.6"16,0"14.5"14.5"1 6.0' 16.0" MIN THREAD PENETRATION 53 16.0"16.0" B.5" 10.0"16.0"16.0"16.0" 6.0" 16.0" !n OC ds url 6Z 26,0"tfi.0" 7.D"8.5�-16.4"16.0"L4_5" 5.0" 6.0" I6�0'•16.0"11.5" A.0"SctJ^16.0" ! w -kt\4YLCa- 70 16,0"16.13" 6.0" 7.5" 5.5" I6;0�•16.q"115' 4.0" 5,tl" L6:0" Q 100 16.0'115"4.0" 5.0" 16.0"16.0"11,5" A.0,- 5.0"16.0"16.0"]LS" 4.0" 5.0" 16.0" ,' vuri 7/16'WOOD BUSHING WITH 43 16`0"16_0" 8.0" 10.0"16.0"15.5-", 8.5" 4.5" 7`0" 15_5' B.5" 4.5" 4.5_7.0" c 1.13"MIN EMBED @ 1/4-20 53 16.0"10.5" 5.5'' 8.0" 16.0'"11.0" 6:0"-3.5" 5.5" 51.0" 7.0" 3.5" 4.0" 5.0" M 55 MACHINE SCREW 62 14_0" -6.5" 14.5" 9.0" 4.5' 3.0"4.5" o ,Limm� 70 12.0" 6.D' 3,5" 5.5" 12.5" 7.5" 3.3" 4.0" 5.51 ZO" 3.S" 4_0»' S. o E'er+ 100 7.0° 3.5" d.Q" 5.0"-7.0' 3.5' 4.0" SA" 7.0" 3.5" 4.6" 5.0" 3 R14 SMS OR A14 WOOD 43 f6.0"1fi.0"12.5'14.5"16.0"MLT 16.0" &D" 10.0"16.9"16.0"11_5" 5.0" 7.0" 16.9" �4 SCREW WTTN 1.314"MSN 53 36.0"]6.0"4.D" T,S"16.0"Y6.0'15.0" 8.0" B.0" 15,0"I6A" 9.5" 4.0" 5.5" 33,0" THREAD PENETRATION G2 16.0"16.0" 7.5" 9.5" 16,0'I6.0"11.5" S.0" 7;0" 16.0"i6.tl" 9.5" 4.0" 51 gram aw ab- 70 16.0"16.0" 6.5" 8.5" 1.6.0"16.0'10.0" 4.5" 69" 34.0"16.0" 9.S" 4.0" 5.5" 13.0" W IOD 16.0" 9.5" 4.0" 5.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.0'36.0" 9.1" 4.0" ANCHOR SCHEDULE: WOOD (G=0.42) z�jw'j _3/4'MIN EDGE DISTANCE G Spans Ua Tv 6'-0" Oy LOAD SpansUD To W-3" 9011 UP TO 21'-D" ANCHOR � CONN TYPE .CONN TYPE CONNTYPEtP "yp �3333rrS g I C1 I C2 I C3 f C4 I CS Cl I C2 J p I C4 I CS C1 I C2 I p I C4 I CS 1/4'SAG SCREW WITH 3-314 43 16.0"116-0"19.0" 113.0"16.0"16.0"16.0" 5,5•'17,0" 16.0"16,0" 9.5" 3.5" 4.5"15,0" , MIN THREAD PENETP:ATIOR 53 16.0416.0"16.5'6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" ET'15.0" 7.5" 3.0" 4.0" 11.0" N � b2 16.0"16.0" 5.5" 6.5" 16.0"160" 9.5" 3.S" 5.0" 15.0"15_0" 7.5" 7.01 4.0" 11.0" 13 713.16.0"13.5" 4,5" .60 15.0-1 16.0- 0.0" 3.0" 4A" 11.5°LS.D" 7.5" 3.0" 4_-.0" 11.01 [4 , __ ]00 15,_0" 7.5"3.0" 4.05 31.0"15:0" 7,5" 3.0" 4.0'1 11.0"15.0-1-17.5" 3.00" 4.00' 11113" _ '+ aia SMS OR:614 WOOD 43 16.0"16__0" B.5" 10.5" "15.0"12.5" S.S., 7.0" 1&0"13.0" 6.5". 3.5" S.0" 10.5" SCREW WITH 1-3/4'MiN 53 1fi.0"16.0" &5" 8.0" 16.0"16.0". 0 S" 4.0" 5.5" 16.0"10.$" 5.5" 2.5" 4.0" 7.5" THREAD PENETRATION 62 16.0"11.5" &D" 7.0" 56.0"13.0" &5" 3.5" 5.0" 10.5"10.5" 5.5" 2.51' 4.tl" 7.5" 6]apgAO®0IDr _70 16_0"-9,5" S_5_3 6.0" 1_6.0"11.0_ A" 4.0" BA" 30;59 5.5"- 2.5" 410" 7.5'! H. 100 105"5.5"24,5'".5" 4.0" 7.5"10.5" H.5" Z.5" 4.0" 7.5" 10.5" 5.5" 2.5° 4.13" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a d � 4"MIN EDGE DISTANCE LOAD ^s Uptq`fi-0 Spans UaTg 8'-3" Spanss Up IR 22'•0" d S S7 ANCHOR CONN TYPE CONN TYPE CONN TYPE a: (PSQ Cl C2 I C3 C4 I C5 Cl i CZ C3 ! C4 I CS Cl I C2 I C3 C4 I CS S/16'ITW TAPCON%L W/ 43 16.0"1b.0"Sfi.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"L6.0"15.0" 9.0" 140"116a, d 24/4'MIN.EMBED 53Y6_0"16.0"S6A"1&0"M'16.01 3G.0"R-T 16.0" ea�.c 62 3b.0"(6.0"14_0"16.0"I6.0"16:0'15.0" 9.0" 14.0"16.0"L6.0•'12.0 7.5" 12.0116.01, gg 70 X6.0"16.0"11.5"16.4"16.0'16.13"12.5"-8.0" 12.5"36.6"L6A'":12 0" 7.5" 12,D"16.0_' �( 101) 16.0"12.0" 7.5" 12.0"16.0','16.0"12__"' 7.51 12.13"Sb.q"16,0"12.0-1 7.S" 12.13"16.0" S 5116•ELCO ULTMCON W/ 43 16.0"16,0"10.5"14.0''1-6.0"16.0"fo.5" 6.5" 9.5" 16.0"11.0"�5.5" 6.5" 9.0" �p 2.1/4'MIN.EMBED 53 IER 13.5"17.5" 11.0"16.0"14.6" 7.5" 7S' 13.5" 9.0" &5" NP7RGBDWKLDBt1Y9prZ m 62 70 136.0"10.0" 6.0" 15-2339 15A" 8.0" 5,4"C 6.4 15.5" 9.5 � 5.5"' 7-a" 9.0'� 6,g" 100 9.0' / 5_5" 6.5"• 9.0" „5.5" 6.5" 9.0" 6 w - U'u 2"MIN EDGE DISTANCE _ �16.01' . C2 C.5 C4 C5 CL C2 CT -CA CS Cl_ CTS_C3 CR CS 912 SMS W/2"EYEWALL 13 16.0"16.0" C3 1C4 16.0"16.0"14.0" 6.0" B4O'T L6.0"1 1'..7.5" 3.5" 5.5" 11.5" _ o� ARMOR INSERT W/2'EMBED 53 56.0'16.0" 7.0 9.13" 16.0"16.0" 9,S' 4.5" &5' 16.0"L].5' 6.0'• 3.0" 4.5" BS' 62 16.0"13.0" 5.5" 7,5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"L3.5" 6.0•' 3.0" 4.5" 8.5" To_15 0"SO.S' 5.0" 6.S'-i&O"12.5' S.5" 3.0" 4S" 4.0" IIS" 6A" 3.0" 4.5" B.5" ANCHOft NOTES:SEE SHEET 9 FOR ANCHOR NOTES. 11.5" 6.0" 3.0" 4.5' 8.S'' 11.5" 6.0'' 3.0" '4,5'-''- B.S"-11.5"-6.0'• 3.0" 4$"0.S"