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h a� DCIS Home i Log In ; User Registration Hot Topics 1 Submit Surcharge { Stats&Facts 1 Publications£; FDC Staff SCIS Site Map E Links Search i Florida Product Approval ;y USER:Public User •r^xi,.xa, Product Approval Menu>Product or Application Search>Application List>Application Detail FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived U Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 RECEIVED V CCT`7rD (954)493-8551 R tomj@tc-alum.com Authorized Signature Frank Bennardo AUG 2 2 2019 frank@engineer*ingexpress.com ST. Lucie County, Permitting Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McN Ft,Lauderdale L 339 (954)970-999 tomj@tc-alum. m 'I L E P Y 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 R6 COI Indeol,pdf FL13757 R6 COI Indeo2.pdf 171.13757 R6 COI Inden3.ndf 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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv EQUivl.Ddf FL13757 R6 Eauiv EQUIy2.Ddf FL13757 R6 Eauiv Eouiv3.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 Dwoi.Odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evall.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions' Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PED046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evai2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwo3.pdf 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.odf anchorage,etc. Created by Independent Third Party:Yes Back rNext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AAIEEO.employer.Copyright 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 send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter455,FS.,please ciickbgM. Product Approval Accepts: M an SON 9R M Credit Card Safe 6.8 STREAMLINE SHUTTER ,,,.,114 FR NK 65,NMPDO;u1.1,_14 GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ��? No PE004B54 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _O ZONE,AND THE INTER ATI IJAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (I) o N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN 1 O'•. STATE or ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECnON 2. POSITIVE BE DETERMINED ED PER SEPARATE ENGINEERING IN ACCORDANCE E WITH TED FOR THE G THIS SYSTEM CODE.PRESSURE sS <nR�oP, � -m �' REQUIREMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE g O FL071RiIDA BUILDING CODE SHALL BE LESS THAN ORE pUAL TO THE POSITIVE OR NEGATIVE DESIGN �7j1iIjJ �N PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANI'ASSEMBLY AS SHOWN. Zr- �� 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2011202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ED PRESSURES DIVIDED Y A 1.5 SAFETY FACTOR. Z5 m �� S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND LES N R ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W uN w[�S CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URTSDICTION. s 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. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE In 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. z 8. THESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 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. org 4' 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL xE DOCUMENTS. HURRICANE PROTECTION �m 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM m Z OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 3USTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAMTNG HIS/HER APPROVAL. LOCKING MECHANISM,SEE Q 13. EACH SHifi TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1806 E1996&E330 1 SHUTTER ELEVATION TAS 201 202&263 a it FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE Z: K.S.I. 15. MALL BOLTS INIMUM TEND WALE SHERS (EXCLUTH OF DING INSTALLATION) 1.T LLAT OP)SHALL BE RIVETS SHALLIN Ea STEEL W H sos2 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. NON-HVHZ ESSENTIAL E 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES $ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. QQ 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHIIINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS $�o�I� 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAAN 5 30'ABOVE >30'ABOVE 5 30'ABOVE >3b'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 'GRADE GRADE GRADE GRADE sl U 4 22 .SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23.. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-318" 99" 3.12' 1-718' 3.518' TABLE 1 NOTES: TABLE 1: 120" ;F1 " 2' 4-114" 2• ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-71W 2- MAN SHUTTER SPAN SCHEDULE'ABOVE ARE ' MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ,`¢ SPAN SCHEDULE AT MU RESPECTIVE SHUTTER SPAN. 2. VHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. amfwaLrRwcLB1W RTPa NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MLAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLoTa57v__ .15-2339 SHUITIER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS-IN WIND BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A i SPANpp(P PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". �Aae (P8F ESES SPAN SHALL BE USED. 4. .INSTALLATIONS IN WINO ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL TY 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5J8'WHEN>30' ABOVE GRADE, i 3 88' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 1S NOT PERMITTED,FOR SPANS BETWEEN THOSE 7'1 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43 40 E1996-09. 0 PE0046S49 2.874' PROIECTION VARIES L 4.874"MAX, 0.115* 0.080, P'FO04654i 0.062" 0.450" -0.125' 1.708" -0.100, f--L.830- o.o6r ry 1.70B" 0.100, N rO.080' rO.063' o 0 FO-195" 2.820- Sr4r,7 .050, or rO.195" .096" L &0 1.908 <O FW- u m U.125", 06.6 11 '-t- , 1 0.630, 1.993'- 0 0.06r 096 (Y 0062 0 143' 0.630" .630' ir ro 4,.069"-f 0.9;71' 0.971"1 0.143- -u i lrrl 1111 44\ 0.631r 10)NO- .70 Z yl 0' .080' 0.063' 7 0.0621-1-0�..- -T'-1 O.200' 0. 0,630- � 0.05; 0.062" u 4- �1.0694 Eq J<@ p -T-4 W� SUPPORT LEG OPTIONAL-/ 0.200 Z I - 0.0662"" 5.745"MAX. 3:wfll Wil WALL BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER SI 6 LITE HEADER/SILL ow w SCALE:HALF SIZE SCALE;HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 0 WHERE SHOWN,SCREW BOSSES 8L FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.974"j- 2.655" 0.875" 2.195- 0.510, 2.195" 1.230"- -0 5 1.229" r1ro.. S. UAW m.5 0 7f!:__ 2.655' 2.362" g..105. 4.84" 4 83 7 0.075- 4.510* 0.9 0.075" 'OT E. S 0 OF 4.510" ETAL W/O PAINT IS 0. 9-z�:_ 'a S S2 SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STT REAMLML INE SLAT/BLADE r 9 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Is! D.477' O.OBO* 1.570"-� •060.143' 0 SIG" .06 0.143* 0.143"-4 1- 0.341* .06 0.070* _L0,245' 1.708-4 0.143" 0.096 --3 gg --U-070- 0., ...6 + 0.060, 0.117" 4.753' 1 7 0.080, 01090" I 4.510'- INPgm0°BB101cLm111 0.080, 0.0"-, 072rl0.682' 0.'6,301- 0.060"1 1. 1 10.693-1 15-2339 .2222 �-+0.420' NOTE:THICKNESS OF BARE 2.8 METAL W/O PAINT IS 0.039rave o�'alrmom - 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL 6.8 STARTER Ig WALL SILL CLI WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE . 1-H L BENMMO�P.E. 1.950" ...... IIK Illl,ff 0PM046549 ;•':.,�. 0.610" STAINLESS STEEL 280'{-} 4 p• ALUMINUM WM HER OR ��•••Lf * ASSEMBLY 0.357' _ .0.320"$HOLE N i®n50°' 0.276" '`* �O pF g NYLON °• w voi 810 x 2-3/4^410 HT S.S. _ OOgbJ99 - n O.B80 0.05 WHEEL u o o r0_326 INSERTS COATINGSCREW /TC VLTRACOTE �-• 0.591° J'- N =0 e 1.100•-}t-0.240° �� r INTO roC1C (TYP TOP&BOTiOM) rp.o6z^ - ��.•.�rgTcoF NYLON BUSHING W/WASHER: • %lP/ '�ORlpqlilt. .� to I TYP. ERY-OTHER--_ 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0.154'-} 0.137' � •••••••• ••.\a (n 5'MAX. 0.870" N DE JOINT AT TOP. 7/16"0x1"@INTERIOR]OINi BOTTOM �,qC ENG � lll k'^ .^ g ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ff r r I j I I 11111 ZW 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�4X igfa ` $ ¢ g� SCALE HALF SIZE SCALE!HALF SIZE OR KEY/iH MAYUMEI BE KEY OPERATED OUTSIDE W _ SCALE.HALF SIZE SCALE:HALF SIZE Z 8ry t}0.250• zg BRASS PUSH LOCK W R"M gx SCALE:HALF SIZE Nan= 80.155" 1.978" m .I 80.500" 2.125' ID p W HF 4.000' 0.236' --1.7g2• 0.286' 1.603" 0.267" ~ 0.500• 0.623' -1.710' -1.224"- ci $ T 0.790" 0,09D" 0.319" m 0.531' - 0.531" - r m F M 0.064" m 0.2 .i o '61 0.09 2.250.250• --+- c o \6 = 0.60T i 0.607' m •�Y D.118" qT( 0.224' 0.239' f-• rumi•n m mnv uNi �C a I 2.000"- 0.060" 0.496" I x0.240" ,v' �--2.750"� 1.758"-t -1 I._ 1. o °i8 ^� L7 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" �~ 0.240 aT Ti SCALES HALF SIZE SCALE.IiALF SIZE 0.160' a 0.222"1 Y I 1.001 0.062"0.062" 0.062 x0.176" 30 UNIMATE LOCK 3) MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE C 0.062' ''_E2 o g 5.500'x 13116•WIDE F'-}0.4pD' ,� 167' 7/16"0 STAINLESS 8L r STEEL NUT r 0.125' ^Fy" -' 0 0438" 6 .O.iBB" 5/16-18x1 MACHINE SCREW v; rcoa L_ TYP. 5/16101NTERNAL STAINLESS STEEL .4 0.121" X4.500" }0.689" POW ED,ZINC DIE- THREAD �^.� HEAD SME VARIES 333 888 SECTION A 1.D5B'{ e` DFLrA MODEL 2 '2 -LOCK ADAPTER T-SCREW INSERT 3S THUMB SCREW a 1 Q INDUSTRIAL SYSTEMS (OPTIONAL) SCALE•FULL 512E O SCALE:FULL SIZE {; p -'�-�0.254• 40U 40b 35 BOX LOCK SCALE:HALF SIZE ~ "�0.319 :� END STRIP 1•� ffi st s! SCALE,HALF SIZE 2.00c2"--t 2" do 3" EXT f-1.500'--{ 21"0.125"SCALE: HALF SIZE 0.050' gptltl 0.125' Cy� '1 0.093'7 1'9999 0.125" B E kg T0.085' �xi d J�l-0 I o v -0.125' WPOWRFAWCL®MYOOPE ' c ry $ 0,093' 0.250 D.DBs" .� 15-2339 1 .AGB 1fEBGG/N01/1 - 1 7.CDD" O 2X7 ANGLE 20 ALT. 1" END STRIP Z) X13 'U ANGLE 25 SCALE;H 1 F S ANGLE 91 39 SCALE+HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE [1 SCALES HALF SIZE -�Kfj F NNA%P.E. ANY ANCHOR PER ANCHOR EDGE DIST. \ SCHEDULE @ 18'O.C. EXISTING DIST., GLAZING SEE END �tz�� N SCHEDULEE POOFOR MPDc: ND E0A ANGLE 04 - H SPAN WHEN USIRG: LEG D RECITCIN EMBED 20,40x,40b OC. W EMBED. 77 R8��F' (INTERIOR) II II pF( / !/q• OR 8.8 STARi�A� o^yf�- R 17 _ IM A X . WITH 21 OR z jr.0 MIN.0.062"THICK 6063-T6 ALUM. $ 30 ANGLE 1°x 1'MIN.TO 2•x 5"MAX. '21 25 ii/S'SI `w EDGE1 c _ .._— — (ANGLE LEG MAY BE REVERSED) /ll FASTEN ANGLE TO TRACK I / L 1T77 _ DIST. B ANmxm (2 /10x1'SCREWSATQVQ SCCORNER,TOP R BOTTOM;AND Sy 6 W s t3 13 13 ATTACH TO 6.8 STARTER W/ O«9 +� ° 13 .S.SMS, 112 x 112'GALVANIZED ORZ "d �T S.S.SMS 3116"0 ALUM.POP IV a°( 6.80"(T YP.1 I 30 4 3/16°0 ALUM.POP RNET,OR 1/4-20 RIVET OR 1./4-20 MACHINE W I- USE(1)BRASSPUSHLOCKOR 1 MACHINE BOLTBNUT018'o.c. ALTERNATE END STRIP DERAIL BOLT�NlTT�18^o.c. L� (EXTERIOR) 5116-1e NUMB SCREW INTO THREADED WITH 8.8 STARTER AND ANGLE 03i w d d INSERT FROM BO('300j TTOM AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0'• ANY TRACK W/ yI O SCREW BOSSES. b p W RECEIVING TYPICAL PLAN VIEW OLE SHALL E 3/8'HMAX WIDTH UP TO END STRIP SCHEDULE .� SCALE 3"=1'-0" 1'HEIGHT. 1•BID(2.' P F SPAN n 7 62 108' 72 O 82 T` USE(1)BRASS PUSH LOCK 132 76 OR 11)5/16-18 THUMB LOCKING DETAILS FOR 82 05• SEE END STRIP SCREW I 0 THREADE❑ CENTER 2'B100((8.7•) INSERT 3 AN FROM SPAN SHOWNN ONMRANDOM SPAN WHE42 1 MA N USINGX w ATES SCHE TO 2/3 BOTTOM OF SHUTTER. 3•010(4.r) 62 66" D, RE CEI VINO HOLE SHALL BE 30 13 DETAILS ® T D.. 211,40x,40b OR SCHEDU 3/8"F1AX WIDTH.UP TO 1/4" OR 6.8 STARTER y 1"HEIGHT. 3D ALT.1'BIO—2 1Nj AX, WITH 21 OR 25. S.E a zD 112 Bt 0 40 uSE APPROPRIATE mg a 132 75' STARTER STRIP 10 ------------ 7.6-x3• 20 FOR NUC CLOSURE x0.093' 13 657 83"0 8 BUILDING CONDITIONS. I 23 _.__ 2I154 FASTEN STARTER STRIP c (INSIDE) 0 TO TRACK W/(2)1110x1" Al Q SCREWS AT CORNER.TOP SR xpl ez i ALTERNATE END STRIP DETAIL P.BOTTOM z r SCALE.3-=V-0" ANY TRACK W/SCREW P 13 aG� zs 60 16. BOSSES. ,ry- ua� 7 111' 1 6LT' SILL 1 "' W FOR GREATER SPANS OR LOADS THAN SItOWN IN END STRIP SOIDOUIE.END MD Ln O 571UP5 REQUIRE A 1•%1'.090'COP ANGLE ANOM AflYANCHOR 711E EXISTING GLASS 3L+ b! Z \`IJ_ ANGIOR SdOWIE!•/SIa]/t•7Ex �S ( v 13 SCHEN OR L�-20 LWLTTDENDSTRIP. g �8 y,ow USE(11 BRASS PUSH LOCK Cadaa� USE(1)BRASS PUSH LOCK 3U OR 11)5/16-18 THUMB (INSIDE) OR(1)5/16-18 THUMB 30 13 ��a SCREW I 0 THREAOED �I 9 SCREW L O THREADED ¢� INSERT 37 AT 1/3 SPAN SILLS SIDS INSERT 7 AT 1/3 SPAN lag TO 2/3 AN FROM 1 C6 `e Y 02/3S AN FROM =I a BOTTOM OF SHUTTER BOTTOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL 8E 9 1/H MAX WIDTH,UP T� 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE CCl DETAILS WO/CORNER POST 73 3 NTS 5 10 30 w�aRiiExwma PE 13 SILL 31 215 13 3 (OUTSIDE) 15-2339 USE Ill BOX LOCK AT 1/3 ' SPAN TO 2/3 SPAN FROM RADE OEECOtPTI011T BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE xFW i CC2 DETAILS WO/CORNER POST Ng MULTIPLE SHUTTER ASSEMBLY 99 NTS zgSCALE.3•°V-0" I .. .. R MK LCl OEIlHMDO.P.0 ONNECTION TYPE REFICERENCEDULE FANCOR MOR STRUCTURE MOST �g4�Dl SPACING Cl CONNECT1011 TYPE MAX. 1/4-20 MACHINE BOLT - \ REFERENCE ANCHOR 1/2" W/NUT C°1 12"O C OR �; p SCHEDULE FOR MAX ® 3114 SMS(°l 6"O.0 Z1} SPACING— ALUM. PACING (TYP.TOP L BOTTOM) _-0 IDM ,7F - 1 O ALUM. TUBE 2 FASTENERS 8063-T6•ALLOY 0- 2. �T AT O EACH ANGLE 5 OR44 SEE TABLE A FOR SIZE. J11/1 OR 6 Zw //t2x 1/BALTERNATE THRU BOLT OR 2"x "x 1/B" I; Cf CONNECTION TYPC wALUMANGLE ° ( __ ._-_ REFERENCE ANCHOR 7MIN GLASS W O 2 rn -"C Q s 13 f�....- - Y SCHEDULE FOR MAX SEPARATION 13 -. 'L pL W .�•. I SPACING PER TABLE2 m THREE 3/16"0 ALUM. ,r I i III ~4 GG POP RIVETS OR o GLASS 111 2 0.Q Ww 8i11'O^ x THREE 012 SMS,TYP. ° 17 I 1 ` OR POOR Ali B:4+ C 3/16"0 ALUM.POP I f u d=¢ N g 17 RIVET OR 012 SMSF�� oW wi i I'•_.._.... _ ___ TABLEA(cn) (°11B" to O.C.(TYP) \,. ...._.___ / fANq)e (S�OR DR w= 1� R PRESSURE VS ALLOWABLE LEHGTTI MAY USE MALE OR 2'x21[ 3'x3'XWV FEMALE LOCK-SLAT \ �^ PSF N°B/0 No BJO w❑ __ -_ 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN ' 52 130' I68' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 72 124° 124' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �-�� : � �' � WASHER STYP.) a CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX. �' - w 62 119° 17Y NTS "sr#� 19 SPACING g 92 -,I- 16S __I( 1Lx3/L"SMS @ 9"O.C. F c g ]02 110" 160' "/ ANGLE TO TUBE CONNECTION y��ERE 104' 14T EXISTING HOST 2"x 2-x.125" '00 u y 310 9T 131° TABLE B(ca) STRUCTURE EMBED. 6063-T6 ALUM TUBE PRESSURE VS ALLOWABLE LENGRI 5 CONNECTION TYPE -Q Q 27t2-xll//8, 3Y1k1)J8g'"' EDGE DISTANCE REFERENCE ANCHOR c`d PSF WITH BJO WITH IYO SCHEDULE FOR MAX EE SPACING C o 62 113" 16V ' Tz !Br 157 FASTENER(ol 18" ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN a 82 101• 14T IN ANCHOR SCHEDULE). SCALE 3"-1'-0" 0 92 95' 139' m u 101 90" 132' `c >� BT I2T w ' 150 7+' 109'. 3/16 RIVET OR 012 SMS 090"6063-T6 MN.GLASS 13 C.)18"O.C. OR 1/L-2 ALUM TUOE TYP. �, ARATON 2 z u w R a 17 aFP PER TABLE — NUT&BOLT(TYP.). a e 2 -' 3/16"0 ALUM,POP ALUM. TUBE RIVET OR 012 SMS Ya ORA DOOR In 6063-TG ALLOY L®1B"O.C.(TYP.) }• 0 0 �� SEE TABI B FOR SIZE. 2"x 5"x 1!B" u 2 FASTENERS x CONTINUOUS (� z$ EACH ANGLE ALUMINUM ANGLE 1-x 2"x.093'6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP THREE 3/16"0 ALUM. t1 ORIENTATION TYP, 3 16 L FF o POP RIVETS OR 77 m EOW' 5 $17 THREE 012 SM5,TYP, w s $o ° 1"x 2"x 1/8" 4 CONNECTION TYPE j'ik 73 OR 2"x 2"x 1/8" ^ REFERENCE ANCHOR qp ydE ALUM.ANGLE SCHEDULE FOR MAX idl U �' i° USE MALE OR FEMALE SPACING WPIRf Fl=LIB1WSAPl. LOCK-SLAT 13 13 `EXISTING CBLOCK OR WOODONCREFRAMING 15-2339 saltal (OUTSIDE) LE INSIDE SILL MOUNT SECTION EAR Eot9acur-90 012 x 1/2"GALVANIZED SCALE:3"-1'-0" OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT& NUT SCALE:3"=1'-O" Ld 18"O.0 2 � LG�I FRANKL!BBINAR06J P.6 .. CS CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE Z�j qv,..a O _ 0: SPACING - 5"MAX. 1/4-20 MACHINE BOLT GLA55 �crw.- GLASS um w Cl CONNECTION TYPE W/NUT 1 � OR DOOR "'u u y OR DOOR---- REFERENCE ANCHOR 19 (la 2"D.0 GR C4: No - SCHEDULE FOR MAX. O 1414 SMS(1¢b"0 C �ry,,SPACING 1/p•• (TYP TOP 8 BOTTB4 1:(` IDWHIMm W GLASS �+ /2" -b� _ '"IZ :t/ lu In 4"-20 THRU BOLT W/ CLASS X m m 014 X 1/2"SMS 12"O.C. EPARATION zF w ��•'•,,_ �•In LOCI(NUT 0 12"0 C OR EPAREARTION f H F OR 3/16"0 ALUM POP PER n L7 � nOR�6]DR/ i � ,, �� w12 x 1/2"SMS 12"O.C.E.S. TABLE 7 o }q( H n° 7ABLE2 y F RIVETS(¢l 6"O.C. OR 1/4"0 'AOOR 3/16"m ALUM..POP ZALUM.POP RIVETS @ 12"D.C. /// ajuRIVETS[W6"O,C. E.S. \ WR 1/4"0 ALUM.POP RIVETS /' 71 AND 3 - MN.GLA55 mAX.FROM PIN (Rl 12"O.C.C.S. -- 1/4"MAX.FROFI PIN ASSEMBLY GUID US lHNG PERfI RATION GO13 I-N=� oLm zo / 1/2"TYP. )Il} PERTABlE2 - I- �w a� O9 AND 10 GUIDE TO BUSHING WASHER(TYP.) I^Z"' N9 WASHER(TYP.7 w GLASS v=i l=-zim ASSEMBLY / m X Oz 1/2" 1/2"TYP EXISTING CONCRETE, xS 7 CONNECTION TYPE OR DOOR Z O Z N 8:i� Wm" ". BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q ¢ EDGE SCHEDULE FOR MAX. E un n ow W —C4 CONNECTION TYPE DIST, uw 7Dp REFERENCE ANCHOR SPACING ¢ r SCHEDULE FOR MAX. SPACING AS SHOWNE Ila DIAGRAM ON PG.9 p :� �0 6 OR fL[f JJ REFERENCE ANCHOR EXISTING CONCRETE, O U`3 0 6 ,\ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING /2„ t/4"MAX.FROM PR4 T SPACING.ALT.FASTENER UIDE R BUSHING u'I LOCATIOSPACING.ALT.F AND ClREFCI CONNECTION TYPE 1/7„ WASHER IT BUSHING 'Y BACK ANCHORS NOT RED'D O INSIDE MOUNT SECTION SCHEDULE ANCHOR w'G1 1/4'MAX FROM WITH THIS LOCATION B SCHEDULE f•UR MAX. 19 N PIN GUIDE TO SCALE:3"=1'-0" SPACING r 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR n (Typ7 A SCHEDULE FOR MAX, a O M SCALE=3"=1'-0" EXISTING CONCRETE, SPACING 0� ed� / BLOCK OR WOOD FRAMI EMBED. ym T Co BUILD OUT MOUNT SECTION q i EXISTING CONCRETE, SCALE•3.v-0" Gt TYP.BOTTOM E I� BLOCK OR WOOD FRAMING p F g EDGE DIST EXISTING a NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET. 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INS TALLEO IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE aS WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS "�, SCHEDULE FOR MAX. REFERENCE ANCHOR X A MINIMUM OF TWO SETS OF ANCHORS AND ISA W f:0 E 5 6 SPACING SCHEDULE FOR MAX aa�cc (3 MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK SPACING 5 USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 /�.� OVER THE GAPS BETWEEN SECTIONS. 1/2" U-'RO GLASS OR DOOR C1 ASS N 73 h' w w w I. $tl w H 12 x 1/2"SMS L61 12" EPARATIO = 7X' t-w 7 D wFw O.C.OR 3/16"O ALUM. PER M oinQ 13 I-M=WIY @ B4 rw7D POP RIVETSCa16'O.0 TABLE2 X 0Zh- OLASSOR IpN,GLq ==N H 0 N w w OR 1/4"0 ALUM.POP ¢ o¢ DOOR P RATI N 1.,0 w i9 13 =i Z V-: RIVETS(ul 12"O C. F u CL PER TABLE] X G4 EP GLASS In'0 ATION O N m —,� ¢j 0¢ ' PER TABLE 2 .- •a zozl- X w� O7 AND 0 1/4"MAX FROM PIN `/m �I 1/4-20 S.S.MACHINE ¢ O d Q SCREW&14U7 E u N ASSEMBLY 1/1" 1/2" GUIDE TO BUSHING 12"0C. @ `I TYP. WASHER(TYP.) tD - a - GLASS 1/4"MAX.FROM PIN w w FROM PIN r '�gLrt R DOOR >< w 4 CONNECTION TYPE o 1/2'• GUIDE TO BUSHING �S S ¢ GUIDE 1 0 BUSHING REFERENCE ANCh10R OO WASHER(TYP,7 q p � SS WASHER ITYP 1 EDGE .�7RBWI(L®6VWPE C X 5 6 E SCHEDULE FOR MAX BLOCK OR wOOpETE, DIST. SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR - OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. BGLG "x 3" CONT. 3 CONNECTION TYPE ti 12 x 1/2"SMS r(L 12" SCHEDULE FOR MAX SPACING ►Ac�pggg_ 10x' RET-ERENCE ANCHOR O,C.OR 3/16"0 ALUM. SPACING ALT.NT FASTENER EXISTING CONCRETE, 063-T6 ALU 1.ANGL[ .. LOCATION FRONT AND Ei(-0 DO FRAMING AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS CR1 6"D.C. BACK ANCHORS NOT RED'D SPACING 'Q9 5 SHOWN DA SHEUI OR 1/4"0 ALUM POP WITH THIS LOCATION O WALL MOUNT SECTION RIVETS 12 oc. O , O WALL/BUILD OUT CEILING INSIDE MOUNT SECTION SCALE:3"=1'-0'• SCALE:3 1'-0" SECTION O SCALE:3 V-0" PIR GLASS 1111 FRFND/4E9 NAR D,P. GLASS SEPARATION Z ` MFF�� , - OR D0011 PER TABLET 13 0 0 '•••1 (yy"t Ix NO1 GLASS OR :. V F ,A DOOR No P OD0.66 -a »'•�: D¢Z GLASS OR X,.-4 DOOR M'N.GLASS /� 1Q X N L4 SEPARATION U _- I ¢ MN GLASS D: PER TABLE 2 .a * S f F ..EPARATION R W m STA ,-. PER TABLES 4111 Z ~ w!= XZo 1 "N;ci x�ZWX11 QQ�ya� Vm 13 a jm.1 73 x WON ED gam fu /2" 1 E Z Cl CONNEC71ON TYPE ¢ rr w f-� 1/4"MAX.FROM PIN GUIDE u¢ REFERENCE ANCHOR 7. z Z gcV 9 TO BUSHING WASHER(TYP.) 20 ¢w SCHEDULE FORAM AX. ¢� W �.•1 V1^ta TWO 1/4"m W000 .250"ll. SPCINGN�qI LAG SCREWS Lal 24" C4 CONNECTION TYPE f4i71 O.0 MAX WITH 2" REFERENCE ANCHOR i1 ow u �O THREADED PENETRATION p SCHEDULE FOR MAX. N Fgi "T"INTO CENTER OF 2X STUDS /m SPACING /�N m I 10 IBb EMB."T' 14 SMS @ MIDSPAN BETWEEN /w IS' /w r Gi STUDS FOR TRACK TO 1"x 4" / PLYWOOD A TUBE CONNECTION EXISTING HOST STRUCTURE I�+1 STUCCO FINISH 1••-1.x.125' ^fi7 6063-T6 ALUM.TUBE 1D p DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL THIS DETAIL TD BE USED WHEN STUD SPACING O O w{0�1 MSCALE:3"=1'-0" SCALE:3"=1'-0" MS THE MAX.ALLOWABLE ANCHOR SPgCING. /�r1'R $' t WALL MOUNT SECTION THIS DETAIL MAY' S R OJ`/ SCALE:3"'=V-D" ALSO BE USED = AT TOP _03 c E O E g ACCORDION SHUTTER W o: v o PER PRODUCT'APPROVAL f o —GLASS r o m F I MR GLASS OR DOOR I- , _ 'D SEPARATION 13 7 in IA ° PER TABLE 11 EXISTING WOOD(G=0.421 r a id APPLICJIOLEATTOP- z Z TRUSS OR RAFTER OR_BOTTOM X ¢ X ¢ LID 24-MAX.O.C.IL n F w E V) EXISTING FINISH 2"OR 3' MATERIAL _ 1/4"MAX.FROM PIN GUIDE 2'MIN. 5 6 2"x 5"x 1/0"6063-T6 � i ii w SDS II o TO BUSKING WASHER IT YP 1 ALUM.ANGLE 4P/TIIREE i m gig Bp S 2'%3'z3'D'xCONTIN0005 OR -1 2.175' �O 1-71/4"TILE fTYP.I 1/4'0 WOOD LAG 4 2'%2'xWxCONTIN000S I -- FINISH MATERIAL SCREWS WITH 2-3/4" 6061=76 ALUMINUM ANGLEMINIMUMMINIMUM THREADED a¢ ¢ E 3/4"PLYWOOD PE ETR."T"IN WOOD L� S 6 EpEpEpp 0.9 MIN.THICK 6061-TG ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT(lD 7"O.C. EACH RAFTER OF TRUSS. d 5 Y ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/0-20 L OR 5/16'15 A32S GRADE THRU BOLT Lal 12"0 C. 24"O.C.MAX WHERE RIE MACHINE SCREWS AT 3°FROM ENDS GALV.OR 5.5 ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE _ AND 9"O.C.FOR THE BALANCE HOST STRUCTURE WITH E D �— 1/4"�ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN ¢ e 3Y0ELCOULTRACONSAT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. m H# 3'FROM ENDS AND 4'O.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR1/4"15 LAG SCREW LID 9"O.C.W/1-7/B'• NEXT TRUSS. �W» FOR BALANCE WITH 131,' MIN.EMB. IN WOOD SG=0.42.TO 0.55. MINEMBEDMEPIT AND21l1' MAX.DESIGN LOAD AT 5'-0^MA%SPAN: EXISTING CONCRETE. 1J __ MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR N~O N m STAGGERED WITH 3•MIN. 7_ ¢ DWIIWRFIWIIL@1WWPE MAX.DESIGN LOAD AT6'•0'MAXMAxSPAN: W000 FRAMING.SEE 2"x 5"x t/B"CONT. a ¢~ 15-2339 SPACING,TYP- t52 P.S.F. ANCHOR SCHEO. ALUM ANGLE(6063-T6) v BUILDOUT MOUNT BASED U TYPE OF uaj lll . Hp STRUCTURE ¢ �eceoeauvnoel SCALE,NTS IMAX.DESIGN LUAD s 72 P S.F) Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE+3"=1'-0" • OK SCALE:3"=1'-0" �� . EXISTING HOST ALT.LEG DIRECHON "J`�RDO/°'E; STRUCTURE 1/4-ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .!/�- ••'t4 12•MIN FROM EDGE OF ACCORDION ROUND WINDOWEMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3°MINIMUM EDGE DISTANCE TOP OR BOTTOM -- I 06346 ALUMINUM A2NGLE5 PER BEAM END,SIZE - 0 6549 :0 12° PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PERED - DESIGN SCHEDULE O N �C ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT O E Fes •' EDGE OFACCORDION 3 _ 12.O.0 OR#14 x 3/4°SMS 6°O.C. SHUTTER BLADES `E [� 3.5•MIN TYPICAL !I 1/2"MAX'S 6 _ " /JJ 1 4 3'MIN 316 b!EDGE ZxR �gaQ6 2.875"0 HOLE(T'0 RECEIVE DISTANCE MIN.GLASS 73 tj Z r- Z Sy mm =S ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o 5 w W^ ��w MAXIMUM OF 3 WINDOWS GLASS OR T w r PER EVERY OTHER BLADE DOOR N u In II N 7 e z 1 LIGHT-N-VIEW WINDOW =¢o EDGE 1/2"MAX In w¢ ��Qi Ny k DISTANCE $ N.T.S. EXTERIOR ELEV Nm 5 6 d 00 l7 3 16 1/t'•11.0x.FROM P9+GUIDE G TO BUSHING WASHER ITYP 1 71�Qaj p Oa 1/4-20 MACHINE BOLT W/NUT Q w in w 1/2• ACCESS 12.O.0 OR 014 x 3/4'SMS 6'O.C. 2.875'0 HOLE TO -+- I( HOLE N2 SPAN TUBE PER w p RECEIVE ROUND EMSED. I DESIGN SCHEDULE yi§ WINDOW ASSEMBLY 1/2' _(2)6063-T6 ALUMINUM Ve° • '! � AX. ANGLES PER BEAM END,SIZE U)5 e EXISTING PER SPAN TUBE SCHEDULE ..in)_-2 p cc d HOST 1 4.0 THRU BOLTS SEE BEAM Z 5 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SCUD SEI'ANCHORS WITH 7/B°MIN - S EMBED IN CONCRETE OR HOLLOW BLOCK 0.125' 0.125' 3"MINIMUM EE SPACING,AND 3'MINIMUM EDGE DTSTAN(CE c p 0.032' 0.032" MAX.DESIGN LOAD= F _. 4 0 3 SPAN TUBE SECTION 0.196' N.T.S. VERT SECTION p L IS. / \ 3 6 / \ SPAN TUBE SCHEDULE NUIAB - �, I 1 ALLOWABLETl1BE Nl1MBER OF ANCHORS PER MMIMUMANGIE ROUND TUBE BHUER OF RER! SPAN 7HRL1-BOL79 µ� LENGTH SIZE SPAN -___.- -- y s WINDOW TOP BOTTOM TOP BOTTOM TOP BQTTOM TOP T BOffOM rd '�'y 1pyI ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE 7UBE E 2 60' 123.8' 135.2 2 2 2 3 4• 7• @ ®7 / 16 0.125- BB' iD1.r 106.9' 2 2 3 3 T T b'�a n \ / - 123' 892, 94.41 2 2 -3 3 r 'r r /@ tl 60- 129.1' 161.0• 2 2 2 3 4' C E 255' "T 114.8• 124.1_- 2- 2 3 3 T 1 T M A d / \ 123• 1028' 109.8 2 -2 4 ---'_4.__ -16" -10' 60' 138.0' 198.81 2 Z 3 3 T 7" -}o.188• ) �5t B6• 122.r 155.r z 2 3 4 7' 1W 02,875' 03.250• 0.129' 123' 115.4' 137.6' 2 3 4 5 10" 1 13' a sy / 60• 168.1• 240.0' 2 2 3 4 T 10' 'Q 1 / zk10'a se' 140.6' 219.8' 2 _9 _ 4 e 10" -10' p,g 3333 6.1876• T LIGHT-N-VIEW WINDOW \� �/ ,z3' ±32.2' 203.,• 3 5 7 13• ,9• ��g RR�OPP 29 N.T.S. sABIC PLASTICS SLx1431T-UL-94HB - SPAN TUBE SCHEDULE NOTES: 1. USE z x "ANGLES FOR rx5"&rx6•BEAMS. 15-2339 2. USE 2•xS"xi/4"ANGLES FOR 2"x8"&2"x10'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwae GPseluEn�1 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COMBINATION WITH OTHER _ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH"NUTTERS 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 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMS ARE NOT ALLOWED. o $ 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE FRANxL6ENNxRoo`P.E.' ull �IPEDD4es49 2.5^MIN EDGE DISTANCE I n :.. Spans UD TO 610" Spans Up To 8'-3" Spans Up To 12'-0" Y (.yJ7�p� G IAAD ONN TYPE ONN TYPE CONN TYPE ` _ ANCHOR IpsU Cl C2 C3 C4 CS CL C2 C3 C4 CS Ci C2 C3 C4 CS NO PG004 1/4`If IV TAPCON OR ELCD 53 16.0" 6.0" 5.0"18.0 6.0 18_0' 6.0" 9,0^ 13.0" 6.0 6.0 9.5" 5.5" 8.5 14.5" _ M ULTRACON WITH 1-3/4" 16.0"L "10.5^14.5'1.0"16.13'3 7.0" 30.5"1 '15.0" 7.5" 4.5" 7.5" IOJS. EMBED(3392p9 MIN CONC) 62 16.0"16.0" 8.5" 12.5 16.0"16`O" 9.5 ' S.5" 6.5" 15_0"15_0" 7.5" 4.5" 7.5" 10.5" Z �N��. _ ' 70 16.0"=7 7.0" 7.0" 11.0"16.0"15.5" D.13" 5.0" 7�5" 11.5"15.0" 7.6" 4.5" 7.5" 10_5' 7 / B COMBINA TIOIQ��•.• S7ATE0IL'm o 100 19.0" 7.5 4.S" 7.5' 10.5"15.0' 7.5' 4.5" 7.5" 10.5"15.0" 7.5' 4,5" 7.5" 10.5" 2 x S(TVP. COMBINATIOIrJ; F Q U (ORIO 1/4'MILIPNNN MILLFASi 43_16.0"L6.0"15.0'16.0"IG.O"16.0'16.0" 9.0^ 13.5.16.0"116.0'. 8.5" S.S' 9.0" 13.5 lS a H WITH 1-3/4'EMBED(3275p57 53 18.0"16.0"11.0"15.0 16.0 16.0"13.D" 7.0" 10.5"16.D"13.5' 7.0" 4.S' 7.5" 9.5" o /'�S�ONAL c W y MIN CONCRETE) 62 16.0"15,0" 8,5" 13.0"16.0 16.0 B.S' 5.5" 9.0" 13.5"13,5" 7.0" 4.5" .7.5" 9_5" _70 16.0"12.0" 7.0 11.0 16.0 14.0 7.0" 4.5" 8.0" 10.5'13.5" 7.0" 4.5" 7.5" 9.5" g Up _ 100 13.5" 70" 4.5" 7,5• 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0' 4.5" 7.5" 9.5" z � i9 � 1/4'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0"iG.O"16.0"16.0"16.0"13.5'36.0 16.0"16.0"12.5' 8.0" 13.0"16.0" I x S ITYP.I 2 x 5(TYP.1 1'. qi W/2'EMBED(3350ps1 MIN 53 16.0"16.0"16.0"18.0"16.0"16.0"16.0"10.0"LS.S'16.0"16,0 10.0 6.5" 11.0"14.0" W W .99 CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5" B. 13.0"16.0"16.0"30.0" 6_5" 110 14.0" 0 ,A1Cp. 70 18.0"16.0"10.5"16;0"16.0"16.01 30.5" 7.0" 11.5'15.0"1fi.0"10.0" 6.5' SITO"14.0" Ng dxuzl 100 16.0"110.0" 6.5" 11.0"14.0"16,0"10.0 G.S' 11.0"14.0"16.0"10.0" 6.5=11.0"14.0" C W W 1^MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING 9 a� cl a n ca cs c1 c2 a C4 Cs cl C2 c3 C4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO [4316.0"16.0" 7.5" 8.9' 16.0"16.0"16.0" 5.0 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" ULTRACON WITH L-3/4" 16.0'•16.0" 5.5" 6.5' 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 30.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE - ANCHORS ONLYEMBED(3192p5 MIN CONC) 16.0"15.5' 9.5" 5.5" 16.0"16.0` 9.0' 4.0" 34.5'14.5" 7.5" 10,0" - C4 CONNECTION TYPE USING PIECE®WITH16.0'12.5" 4.0" 5A" 16.0 15.0" 7,5" 11.0"14_5" 7,5" 10,0" OUTSIDE ANCHORS ONLY145" 7.5 10.0"145` 7.5 300"14.5" 7.S' 10.0" y1/4'MiLLENNM MILLFASi 16.0 16.0 11.0 13.5"16.0 16.0"13.0 6_5 9.5 16.0"13lD" 7.0" 4.0" 6.5" ]0_5" p' 1! WITH 1-3/4"EMBED(3275psI36.0"16,0" 8.0 11.0 16.0 1. . . 7.516_0"10.5 S.5 5.5" 7.5" ANCHOR NOTES:MIN CONCRETE) 15.0"115" 8.0" 9.0' 16.0"13.5" 7.0" 4.0 6.5" 11.0"30.5" 5.5" 5.5" 7.5' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 16.0" 9.5" 5.5" 8.0 16.0 11.5 5.5 S.5 . . . 5.5^ 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LAADS MUST BE 0m 10.5 5.5' 5.5' 7.5" 10.5' 5,5' S.5' 7.5 10.5 5.5 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pb C ft! p _14/4'MIN EDGE DISTANCE (3{ 1/4'ALL-POINTS SOLID-SEF L ENTER ANCH00.SCHEDULE BASED ON THE EXISRNG STRUCTURE MATERIAL, �m< u ANCHOR W/7/B'EMBED& Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 55 MACHINE SCREW 43 I6.D"16.0 8.5 10.5 16.0 16.0"12.0" 5.5�' 7.5 16.0 12,5 6_5" 3.0 5_D" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER S (3000ps1 MIN CONC) 53 16.0"15.0' 6.5" 8.0' 16.D"16.0" 8_5" 4.0" 6.0" IS_5"113_4" 5.0" 4,0" 7.0" THAN OR EQUAL TO SHUT'LER SPAN. 62 16.0"11.0" 5.0" 7.0' 16.0.12.5^ 6.5" 3.5" 5.0" 30.0"10.0" 5.D^ 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. j aCII� 70 16.0 9.0 4.S' 6,D' 16.0 10.5 5.5" 3,0" 4,0" 8.0" 10,0" S.D" 4.0" 7.0" E c s 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 9.0" 7.0" 10.0 S.0" 4.0 7.0 10.0" 9.0" 4.0 7.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 11 114'ALL-POINTS SOLID-SEF 3'MIN EDGE DISTANCE ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE . g ANCHOR W/7/8'EMBED& Cl I C2 I C3 I C4 C3 C1 C2 O C4 C5 Cl C2 [3 C4 CS CONNECTION TTMYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS 14AC14INE SCREW 43 16.0 16.0 16.0 16.0 16.0"m 11.5 16_0"]6.0 16.0"11_0" 7.0' 11.0 16.0" (3000psI MIN CONC) 53 16.0'16.0'13.5"16.0"16.0 8.5' 13.5"16.0"16.0" 8.5" 5.S' 9,5' 12.0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5'16.0"16.0" 7.0" 11.0"16,0'16,0" B,5" 5.5" 9.5" 12.0" ONLY. .1-0 70 16.0"15.0" 9.0" 14.0"16.0" 6. THE CONTRACTOR IS RESPONSIBLETO ENSURE THE ANCHORS ARE INSTALLED 16.0 8.5 5.5 9.5 12.0 5.5" 9.S' 12.0"16,0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACRIRERS'RECOMMENDATIONS.EMBEDMENT 4-1 2-5/8"MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 114'POWERS SS DROP-IN - FINISHES. gggg W/114.20 SS BOLT AND cl C2 C3 G CS CI C2 C3 C4 CS CI C2 C3 C9 CS a �II 1'EMBED(30DOpsl MIN _43 16.0"16.0"14.D"16.0"16.0"16.D"14.0" 8.0" 12.5°I6.0"14,0" 7.5" 5.0 B.0" 11_5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS lEq CONC) -53 16.0 16.0 9.5 14,0"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 AD DATE WOOD FRAMING ( S MEMBERS NOi PLYWOOD,FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR B 12.0"16.0': 7.S' S.0" &5" ILS'11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. aI qq sa 70 16.0" 10.0--16.5-110.5-11 .0'• 4.0" 7.5" 9.0" 11.5' 6.0" 4.0" 7.0" 8.0'• 100 11.5"16.0" 4.0" 7.0" 6.0"111.5"16 4.0" 7.0" 8.0" 1L.5" 6.0" 4.0" 7,0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS s6 DROP-IN 3-1(2 MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'IM.IN.1 WOOD STUD.3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINGLAG SCREWS SHALL ®� { e W/1/4.20 55 BOLT AND CS C2 C3 C4 CS Cl C2 © C'4 C5 Cl C2 C3 GT CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1'EMBED(3000ps1 MIN 43 16.0'16,0"15.0"16.0"16.0 16.0 14.5" 9.0 13.5 16.0 15.0 7.5^ 5.0" 9,0" 12.0' 9,, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 6 II • CONC) 53 16,0"16.0"10.5"15.0"16.0°16.0 10.0 6.5 10,5"161 12.0" 6.0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER { 62 16.0"13.0" 8.0"12.5"16.0"15.0" B.0" 5.0" 9.0" 12.0"12.0" 6.0"4.0' 7.5" &5" HEAD(SIDEWALK BOLT),U.O.N. 70 16.0 IO.S'�7.0" 11.0"I6.0••12.5 6,5 4.5 8.0 9.5 f2.0 6.0^ 4.0" 7.5" 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 106 ]2.0 6.0 4.0" 7.5' 8.5 32,0" 6.0"1 4.W' 7.5" 8.5"112.0-16.9- 4.0' 7.5" 8.5" r 2'MIN EDGE DISTANCE _ • DESIGNATES ANCHORS WHICH AM REMOVABLE BY REMOVING MACHINE SCREW, �I& �1• t12SKSW/2-EYEWALL CS Q C3 C4 CS CI C2 C3 CA CS C1 C2 C3 C4 CS NUT OR WASHER WINGNUT. WPIROITIPAML�HNW�E ARMOR INSERT W/2'EMBED 43116.0"116.0"111.5"14.0".16.0"16_0"16.0" 7.5" 10.0"16.0"16_0" 9.0" 4.5" 6.5 13.5' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_"2339 (2000ps1 MIN CONC) 53 16.0"116.0" 8.5" 11.0"16.0"16.13"11_5' 5.5' 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 30.0" _ 62 16,0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14:0"19.0" 7.0' 3.5" 5.5" 10.0" 1Z WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCAfra - DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PA46 DESCRIM11111, 70 16.0"12.0" 6.0" 8.0" 16.0"14.5' 7.5" 4.0" 6.0" 10.5'14.0' 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 1011 14.0" 3_5" 5.5" 10.0"14.0" 7_0" 3.5" S.S' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" *12 SMS W/2.75'EYEWALL 43 16.0'16A"16.0"16.0"16.0"16.0'16.0"10.0"14.0"lVe 16.0"11.5_' 6.0 9.5" 16.0" ARMOR INSERT W/25' S3 16.0'_12.0"16.0"16.0"16.0"15.0" 7.5' 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" 9 EMBED(2000ps!MIN CONC) 62 160"16.0" 9.5" 13.5"16.0'•16.0"I3.5^ 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" R 70 16_0"16.0" &0" 11.5"16.0'16.0" 9.5" 5.5" 8.5" 14.0'16.0" 9.0" 5.0" 8.0" 13.0' $$ 100 16.D" 9.0" 5.0" 8.0" 13.w.16.0" 9.0'• 5.0',1 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" • r • • 1161 CO N TYPE m Rr-mmulm Ulm mom c6c) HE 3"MIN EDGE DISTANCE C4 CS mmumom um �7��%////����%l///%y//yil��l%////////%/r%//y//%%/Oma � 1-1/4-FMBM ® %//y/.%// ice®//%////�%////%l//////LLQ%///%'///y/,%////%//l///%y////MiM®1�� ®�/yi.®• %�//%/y//,'%% Elm /oily/ �iiii/i %� OWEN, , • i, ///;iii i .�/iiiiii/ = m Wool Oma•y//vyG7/y/i10 F////V////,, Fy��IIA1:/ay,fl/',�/g/g//�/y/m/m.. MEy/����%/moi.'y�y/��m on /y// IMW%/�l% '// � �li%//// % m��///%//,"'%//,9//y//.'////// /%/�//////.%/y/�///i%///1.�% /////%,%%%//�// �moom©mo©Anm©omomm©o©mo©©©moomd EFSX . IBSEN 3'MEN DISTANCE oeoeoo _. M IB/��ay��%aii��/ail � ��� /MIN /y// %% iia, /y///////y/M...///////.y////.0209/////.®ME®///%/./,y//.EMME®%////y/ MM �%aHBO! y/r�mo 00 � 21 iyyy�i,/i�ia,2i �I,/1,. 3•^• ��// /y//��/fy.� f/�f�//f � �f ��//// // /.��f%///�® ff�i6'a���f�ffffyyyyffffffffffy�POR ,f/f///// - :.•1:111. 10 FRANK L BENNAPDO�P.E.L ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 4�,��''""" SM 046549 i 3aY, 2'MIN EDGE DISTANCE �L C1�.••• �i Spans U°To C-0" Spans U°To 8'•3" Spans UO To 12'0" �; LIC O ANCHOR O0 CONN TYPE CONN TYPE CONN TYPE _ '- Cl C2 C3 C4 CS Cl C2 C3 C4 CS ClCI C2 C3 C4 CS _* PECO4654 012 SMS W/2"EYEWALL 43 16.0"L7.5"` 4.0" " " 9.0 16.0 15.5 B.5" 4.5" 6.5" 15.5' 8.5" 41" 4.0" 7.0" - - - 3: ARMOR INSERT W/1-1/4° S3 16.a" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.d' 7.0" 3S" 3.S_5.0" x EMBED 62 14.0" 6.0" 14S" 9.0" 4.5' �0" 7.0" 7.0" 3S" 3.5" 5.0"r0 11.5" 5.5" 12S' 7.S' 3.5" 3.5" 5.5° 7.0" 35" 3.S' S.0" �.(1 . �TA7E OFLLIm003.5' S.0" 7.D" 3.5" 3.5" 5.0° 7.0" 3S" 3.5" 5.0" 'i� '••�0T71DA r- r- ANCHOR SCHEDULE: WOOD (G=0.55) 3/4°MIN EDGE DISTANCE tj Spans Up To 6'-0" Spans Up To 6'-3" Suns Up TO IT-O" O t co O LOAD CONN TYPE CONN TYPE CONN TYPE Z n � O ANCHOR (D50 Cl ' C2 C3 C4 CS Cl C2 C3 C4 CS Cl ' C2 C3 G1 CS W�� ij.4 = 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0"111.5-12.5"16.0"16.0°16.0" 7.5" 9.0" 16.0"16.0"14.5' 4.5" 6.0"1 16.0" MIN THREAD PENETRATION' 53 16.0"16.0" B.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" .011 fit 16.0"16.d' 7.0" 8.5' 16_0"16.0"14.5" 5.0" 6.0" 16.0"16.0"SL5" 4.0" 5.0 16.0" O W Q �T1TA3� 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4-0" 5.5" 16.0 16.0°ILS' 4.0" 5.0" 0 _____ - . 100 16.0'11.5 4.0" 5.0" 16.0"16.0"11.5" 4A" 5.0" 16.0"16.0"ILS" 4.0' 5.0" 16.0" 7/16-WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" I5_5' 6.5" 4.5' 4.5" 7.0" 1.13'MW EMBED 0.1/4-20 53 16.0'10.5' S.5" 8.0" 16.0"11y0" 6.0" 3,5" 5.5" 11.0" 7.0" 3.5•7 4.0" 5.0" SS MACHINE SCREW 62 14AO 8.0" 4.5" 6.5" 14.5" 9.0" 4.5'• 3.0" 4.5" 7.0° 7.0" 3.5" 4.0•' 5.0" m o 70 12.0" 6.0" 3.5" SS'_12.5" 7.5" 33^5" 4;0_' 5_5" 7.0" 3.5• 4.0" S. •RL O IDD 7.0" 3.5" 4.0 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 3 014 SMS OR 034 WOOD 43 16.0"16.0"12.5'14.5'16.0"16_0"16.0" 8.0" 10.0"16.0"16.D"11.5" 5.0° w Y SCREW WITH 1.3/4°MIN 53 16.0"16.0" 9_0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.D" 9.5" 4.0" 5.5" 13.0" �.4 THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 7.0•' 16.0"16.0" 9.5" 4.0" 5.5" 13.0" dyer-0 70 16:0"16.0 6.5" 8.5" 16.0"16.0'10.D" 4.5" 6.D" 14.0"16.0" 95" 4.0" 5.5" 13.0" ^10��Q lOD 16.0" 9.5" 4.0" 5.9'113.0116.0'16.0' 9.5" 4.0" 5.5' 13.0'16.0" 9.5" 4.0" S.S. 13.0" �-T+O ANCHOR SCHEDULE: WOOD (6=0.42) oM p =m` 3/4"MIN EDGE DISTANCE G $pans Up To B-0" Spans U°To 843" Spans Up To 12'•O" p LOADCONN TYPE CONN TYPE CONN TYPE s ANCHOR (Dm CI C2 C3 C4 C5 Cl C2 C3 CL CS Cl C2 C3 C4 CS a Q 2/4-LAG SCREW WITH 1-3/4 43 16.0"116.0"19.0" 10.0"16.0"16.0"116.0" 5.5" 7.0•' 16.0"16.0" 9.5" 3.5°14.Y'115.0" - E: MIN THREAD PENETRATION 53 16.0"116.0"1 6.5" 8.0" 16.0"16.0'112.S" 4.5' 5.5"116.0"115.0"17.5" 3.0"14.0" 1L0" !E R 62 16.0"16.0" 5.5" 6.5" 16.0"16.0^ 9.5" 3.5" 5.0" I5.0"15.01117.51, 3.0" 70 16.0"13.5"r4.5" 6.0" 16.0"16.0" 6.0" 3.0" 4.0" 11,5"L5.0" 7.5" 3.0' 4.0" ILO"1W7.S" 4.0" 13.0"15.0" 7.5" 3.0" 4.0"11.0"153.0" 4.0" 1L0"l4 SMS OR 014 WOOD 43 16.0"36.0° 10.5"16.0'16.0"12.5" 5.5" 7.0" 160"13.0" 6.5" 3.5" 5.0" 10.SCREW WITH 1-3/4°MTN 53 16.OT 16.0" fiA" 16.0"16.0' 8.5" 4.0" 5,5" 16.0"10.5" 5.5" 2.5° 4.0" 7.5" 0THREAD PENETRATION 62 16.0"L1.5" 7.0" 16.0"13.0" 6S" 3.5" 5.0" !OS"10.5" 5.5" 2.5" 4.0" 7.5" 3. 0 lO.s" 5.5" 2.5"4A" s'io.s s.S" lo.s" s.s'• ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK w �s ' 4"MIN EDGE DISTANCE ¢ 'a Spans Uo To 6'-0" Spans UO To BI" Spans U°To 1210" a ANCHOR (PAD CONN TYPE CONN TYPE CONN TYPE Cl C2 C3 C4 CS Cl • C2 C3 C41 CS I Cl I C2 I C3 I C4 I C5 RI 5/16'ITW TAPCON%L W/ 43 16.0"16.0"1fi.0"16.0"16.D"16.0'16.0"15.0"116.0-116.0"16.0"15.0" 9.0" L4.0"16.0" e S 2-1/4'MIN.EMBED 53 16.0"16.0"16_0"16.0"16.0"F16.V. 16.0"11.0"160"16.0"16.0"1I.0" 7.5" L2_0"16.0" q ®[ate 62 76_0"16.0"14.0°16:0"166^0" 15_0" 9.0" 14A"16.0"16.0"12.0" 7.5" 12.0"16.0" 70 16.0"16.0"11.5'16.0"16.0" 32.5' 8.0" 32.5"16.0"16.0":12.0" 7.5_1NV'1fi.0" 6 100 16.0"12.0" 7.5" 12.0"16.0" 12_0" 7.5" 12 D.16.0"16_0"1I12.0" 7.5" 12.0"116.0" nil �R +�5/16°ELCO ULTRACON W/ 43 16A"16.0"t10.5"14.0"16.0" IO.S' 6.5" 9.5" 16.0"11.0"15.5" 6.S'19.0° parrMeRTRNFLL[elwmoFe 9 2.1/4'MIN.EMBED 53 16.0"13.5' 7.5" 11.0"16.0" 7.5' 7.5" 13.5' 9.0" 6.5' �m 62 36.0"10,0" 6.0" 9.d"16.0'. S.S' 6.5" 9.0" 9.0" 6.5" 15-2339 5 70 15.0" 8.0" So..r8.0" 15.5" 5.5" 7.0" 9_0" S/ 6.5" _ IOD 9.d' S.S' 6.5" 5.5" 6.5" 9.0" 6.5' vAoe IxGODPuRlis s- - 2"MIN EDGE DISTANCE Cl [2 C3 C4 CS CL C2 C3 G4_ CS C1 ,C2 C3 C4 CS 012EMS W/2'EYEWALL 43 16.0"16.0" 9.S' 11.5 107 16.0.14.0 6.0 B.0" 16.0"14.5" ARMOR INSERT W/2'EMBED 53 36.0"16,0'• 7.0" 9.0" 16.0"16.0° 9.5" 4.1--j..5" 16.0"L3.5" 6.0" =�C 62 16.0"13.0" 5.S' 7.5" 16.D"19.5 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" S. ANCHOR NOTES:SEE SHEET LJ U 711 16_0"10.5' SO" 6_5' 16.0"12.5' 6.5;3.0 4.5 9.D" 11.5 6.0 3.0 A.5" B.5" 9 FOR ANCHOR NOTES. ]00 11.5" 6.0" 3.0" 4.5" B.S' lI.S" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 8.5"