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HomeMy WebLinkAboutProduct Approval �1 .s BCIS Home ; Log Inr User Registration Hot Topic i Submit Surcharge Scats&Facts 1 Publications FBC Staff BCIS Site Map Links ` Search i rl } v'` Product Approval R -USER;Public User d rd�nsRs Product Approval Menu>Product or Application Search>Application Lis List>ApplicatApplicatiion"^D�,etail F FL 4 FL137' 57_R6� x Application Type iRRevision Code Version -Old Application Status Approved Comments Archived _+ Product Manufacturer {own d Country Industries- Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters _ Subcategory Accordion^RV's Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 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. i Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 CO! Indeo3.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 Eouiv EQLIIVl pdf FLIB757 R6 Eclliv Eauiv2.odf FL13757 R6 Eauiv Eouiv3.odf 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 Dwal.ndf 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 tyse, (13757 f;8 Streamli Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.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 Eva12.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757,3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential Facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 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 Beck F.extj Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIFEO employer.coovdaht 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 mail to this entity.Instead,contact the office by phone or by traditianal mall.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 emalls provided may be used for official communication with the licensee.However emall 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,FS.,please click here. product Approval Accepts: Credit Card safe 6.8 STREAMLINE SHUTTER IM„KLDEKK 9O0 P.E. \\�\\ � 6519 )•t,.�I FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: = �: No PEO04634 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 _U - ZONE,AND THE INTERNATI&AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE {{ UNLIMITED WIDTH- (IJ m r4 e (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN I O'•. STATE OF ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I SECnON ���l��-.F(DRIDA m m _ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S' b cc 9a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FL0 10A BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 71j I "�j1\ 1.. �m PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.ND ASTM E188/ // I Zrm �Wj a 8i g 4• TESTING N PRESSURES NOTED HEREIN ARE BASED ONTMAXIMUM Z 20ED PRESSURES DIVIDED[iY A 1.5 m$ {� SAFETY FACTOR. Z .$19 j 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W ig". A`u b ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEWN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 ITj 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 IU w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE inE, D 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 m SHALL BE USED. z �^ 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 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 4tl NWmaor- PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 3 d 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Fa $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM r2 " THE STRUCTURAL SUBSTRATES DETAILED HEREIN. y c w n 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL u� Tur r DOCUMENTS. HURRICANE PROTECTION BOTTOM xm- 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUI`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE LLOWING MINIMUM TYPICAL PLAN VIEWS o INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION g�` FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1889 E1996&E330 1 SH UTTER ELEVATION TAS R FLORIDA PRODUOCF APP 1 202OVAL NUMBER ], N.T.S. EXTERIOR ELEV TABLE 2: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM:ALLOY. NON-HVHZ ESSENTIAL R s 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ gill! l FACILITIESB 5 BOX LOCK AT CENTER OR SIDE CLOSURE. 9i 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER S 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS st i 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2I ADDITIONAL BLADES OF SLACK. 72" 2-114" 1-6f8' 2-31W 1-518" 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 31/2" 1-7/8" 3-5A3" 1-718" E TABLE 1: TABLE 1 NOTES: 120' 4-118" r 4-114" 2" 1, DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-7/8" 2' 5' 2' �� ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: 1 I� MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1 NDN-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND 13ROWARD COUNTY uPn9wrtravcLre9wm9PE POSITIVE NEGATIVE Z LINEAR INTERPOLATION BETWEEN SHUTTER FE0100i71- 15-2339 9H DESIGN DESIGN sraNs Is NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN pREBBURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE -ZONES i THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A CdA - DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PSF p3 SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 72" 1Iro 100 HAVE 2-7[8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRACE,AND 1-5/8'WHEN>30' , ABOVE GRADE. i B8" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 9 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 120" 63 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L1uI 144, 1 43 40 E1996-09. I..."fill A,!FRANDUK 46 L 549 r.,BERNARDO,P.E:l ^ _PROJECTION VARIES 2.874' 4.874"MAX. PE.O4. 0. b 0.080, 0.062r" OAS -u 345 -0.125" t-1.630- +0.06r iq 1.703" -0.100, 0.080" 0.063" %D 1.709W' -0.101), 0.195' 0 &1 r 0.060" O-OL70' 2.820'- 0.050" N 0.195" 0.096" - 0.062"� 08 !-RIOA 0.125- u .630" 1.993" . .............. T- .WIFY-s- o�62" to 0 Ul m .HL7 u _4 '414z"I ra 91v, 0.062- 0.062- ro.0, -0.. 0.630' 0;. r ,aG 0n L - 003 0 f 4 0.971"1 0.143• Fr::u= 11/11111 I 30" • -L069-- 71' 4 U� 0.06?, 0.062 0.06 0.062" 00. 0. 60 0. 0.630" !9 z +0� �1.069.4 13.062' 630 5 1.069" $N9 m I I i SUPPORT LEG OPTIONAL--/ 0.111.70. w 5.745'MAX. 4069*4 10.062"" �1.069," -5.74S"MAX.- i to 88x119 BUILD OUT WALL STREAMLINE CEILING TRACK 4 STREAMLINE ALL �RAQK 05 HEAVY HEADER LITE HEADERL Cwdu --- 0 SCALE:HALF SIZE SCALE:HALF SIZE -UEADER/SILL Q WAtl---� SCALE,HALF SIZE FE SCALE:HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875' 0.510. 2.195" 1.230- rr ..I S. f -1.229 'o 99 2.655 5 er 0.7 U9 o 0: 2.362" 4.841 l 831 L: 4.510' A ' ..!L. "T 0.075" I 075, 4.510- 0.994 0.781, 3.506" BARE METAL W/o PAINT IS 0.039- SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR SCALEADJUSTABLE SILL BOTTOM 6-8--_-STREAMLINE-SL-AT/BLADE � SCALE.HALF SIZE 08 SCALE:HALF SIZE SCALE:HALF SIZE G E!HALF SIZE -SLCAtE:7"TKSIZEtz�� - Dr., 11i S SCALEi HALF SIZE Ii 1.570"--�"0 510' an .06 0.143" 0.14!31 O.OBO'IL-110.590" 0.341'#r 6 . U.070" O.245ff - ­�-7 96f] 1.70B` 0.143" 0.0 u go 0.060, 0.080, 0.1.17* 0-0-- 0.115• 4.753*- k b,:I -0.096" 7'.: gyk 4.510* 0.080* 0.060, 0.682* 0.630' 0.060, COF11MRIANKLammom 0.693"J 15-2339 NOTE:THICKNESS OF BARE 0.420* METAL W/O PAINT IS 0.09 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL .1L (9 WALL SILL CLI WALL SILL F. SCALE;HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE ' FRANxL OENHMDO - 0.125" 0.610" STAINLESS STEEL 280"7� I _ NYLON WASHER OR -{}- 80 ALUMINUM ��.•••-�I. 0.357" � '(' ASSEMBLY F •, - 0.320"0 HOLE N 0.50° 0.276° b .' Np/,Fp� 71 0 810 x 2-3/4"410 HT S.S, s5q NYLON H O o u a INSERTS SCREW W/TC ULTRACOTE �-• (0.591" _ 1(• S 0.680 0.05 WHEEL O 0_120°o INTO COATING T ^-fl L,1 p N ~ TRACK (TVP TOP a BOTTOM) n 0.062"t 1 ST .4 s 1.100• t h0.240' dl'."7 q�of 'fir' ��u1 mm 4E: --- -- NYLON BUSHING W/WASHER: L_II• %�Yo".RIDA•..••'•• '(fJ wG m S 0.750' �0.154'y �-0.137' 1 TYp.A7 EVERY OTHER 7/16"0 x 1/2"@INTERIOR JOINT TOP /t/ 2 �L h- 5• -T INSIDE JOINT AT TOP. 0.870' 7/16"0x 1.0INTERIOR JOINT BOTTOM /rjC ENG�� 1L j CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR //r 111 111f I1�� W o0"1i 19 ANGLE HOUSING-ZINCDICAST�POWDER COATED �q K T 22 ROD ER`A.,SEM'BLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (J l6 _ SCALE HALF SIZE SGALEF-MANP=SIZ-E•1 NOTE: MAYBE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE Z �l wm OR KEY/THUMB TURN OPERATED INSIDE. w �"9 t}0.250• 23 BRASS-PGJSF( EOCK o3� SC'ALE:?HAl'F 52E N ccAs R0.155" 1.978" 2.125, O 4,000• 0.236' -"-1.742 0.266" 1.603" 0.267" R0.5001 0.500• --1.710" -1.224"- 0.623' 0.531" - tO.90" 0.090" 0.319" 0.531" m m 0.064" m c 0.2 -j0- 2.250" i 0.09 .607" 0.607• I490.250' toN 0.118" .1 10.224" 0.239'- f'1 I 1 vrn'ri m nm•`r(i'a ��i, ta- 7 g' y I 0.060` 0.496" I r 0.240" .� .+.+ '+•+.+ I' .+ .y0' 4 m C 2.750"� T�2�000"-__� 1.758°�T -1-- �. I I 1. 0,50 fg RAINGUARD 2g DECORATIVE FLOOR TRACK 3.47fi" -) 1 0.240" ?mY 27 SCALE:HALF SIZE O SCALE HALF SIZE 0.160' 0.222"-1 1 ,gq ___� -,�,�y 1.001 0.062'0.062' 0.062' �-0.176' D 30 fJNIMA7E COCK 3) MALE BOX CENTER 32 FEMALE BOX CENTER g yy GALEF-HAEF'SIZE'�: SCAIE HALF SIZE SCALE-HALF SIZE -4-0.062' d 5.500'x 13/16'W10E--- {-}0.400• '4pC• 1 A 1 �• 7/16"0 STAINLESS STEEL NUT -� a If 9 8 p t Y- - 30 •.. 0.125" N_ cod 01 I" 0.438" •0.188" 9/16-18x1 MACHINE SCREW 0.121" TYP. 5/16.0 INTERNAL STAINLESS STEEL rml 5 tl 1-I I-}0.689" POWDER COATED,ZINC DIE-CAST THREAD 4T Il �Ip 14.500' _ HEAD STYLE VARIES ^I•-. 8 Bplf SECTION A i_-L"T0 K ADAPTER I.' T-SCREW INSERT THUMB SCREW �- 1;Ds0 36 37 38 5 m I OFLTA MODEL 2022 ,r."�... 40U 40b 401' 1-24 INDUSTRIAL SYSTEMS O(,0,�P'T�OhJ�A�.� 0 SCALE.FULL SIZE SCALE:FULL SIZE F =r-;D.zsa• ��O 35 BOX LOCK SCALE:HALF SIZE I 0.319 _ END STRIP 1" I d d d l l ! SCALE.HALF SIZE 2000" 2" & 3" EXT 1.500•-� -�� �10.125•SCALE% HALF SIZE 0.125' 0.00 b.093 hag Ee �� a.1.12s T0.095" c o 0.125• OOPYRWIRULm1W0PP 0.250• o ry g 0'0'3• 15-2339 SCAM O.aas• M 1 1 L r�atol�aartlanl g ( 7.000" --i i! �d,_AL"T?"1;".^-•END=STRI 21 1.5"x3"x0.093" ANGLE p5 2"x3"x0.125" ANGLE 3g 2X7 ANGLE �SCAIE'-'.HAUFJ512E' SCALE.HALF SIZE SCALE:HALF SIZE SCALE'HALF SIZE 111 F/L99R67 �RE ANY ANCHOR PER ANCHOR EDGEDIST. /! SCHEDULE @ 18"O.0 EXISTING DIST•' GLAZING SEE END STITIFC��'" - SC'HEULE FOR r1w,•: No E009 n z n SPAN WHEN USING: - D� A .ANGLE EMBED PSS pF R� 20,40R,406 Of_61 ' °•� LEG D RECITON II it L4 RFRS� !/ 1/4" OR 6.8 START�R-� o r,-.9 EMBED. t7 (INTERIOR) 17 t7 - `---�-" -•MAX' W21 OR 2S'Q- s0MIN.0.062"THICK 6063 T6 ALUM. A"fI� ANGLE 1'x 1'MIN-TO 2'x S"MAX. 2f 25EDG_I c __ ___ ___ 30 (ANGLELEG MAY BE REVERSED) (FA)STEN ANGLE TO TRACK W/AT I`f71DIST.------ J ANY ANCHOR SCHEULE 0 1�0 CHOR CORNER TOP&BOTTOM;ANDATTACH TO 6.8 STARTER W/+3 +3 *IIx 1/2"GALVANIZED ORZ 13) 112 x 1/2'GALVANIZED OR S.S.SMSS.S.SMS 3/16'6 ALUM.POP W30 3/16"6 ALUM.POP RIVET,OR 1/4-20 RIVET O(t 1/4-20MACHINE660"(TYP.1 1 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT@1B'D.C. E END STRIP DE5'AIL BOLT�NUT0le^o.C. � (EXTERIOR) S/I6-18 UMS SCREW INTO THREADED S(AR fER AND ANGLE IA d ( INSERT(371 AT 1/3 SPAN 7D 2/3 SPAN 1'-O'• ANY TRACK W/ O W " FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDUIVIA SCREW BOSSES. r. TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN— SCALE SCALE T'=1'-0" 1'HEIGHT. ,•BIO(2,77 82 ® 2 N , 2 USE(1)BRASS PUSH LOCK 132 OR 111 5/16-18 THUMB LOCKING DETAILS FOR Z'&0(3.7') B2 SEE END STRIPSCREW�D THREADED CENTER MATES SCHEDULEFOR MAXINSERT 3T AT 1/3 SPANTO2/3 AN FROM _._ SHOWN ON RANDOM {�0ii SPAN WHEN USINGSOTT OM OF SHUTTER. 30 13 DETAIIS 3'e+o®(aT•) 0 20,40a,40bOR40c,RECEIVING HOLE SHALL 8E D T3/8"MAX WIDTH.UP TD 1/d" OR 6.8 STARTER 1n 1"HEIGHT 30 ALT.1-BIO_ 2_ AX, WITH 21 OR 25. o n O 0 40 USE APPROPRIAIE 15 71' M STARTER STRIP E S 93' 0 20� `oaylOC CLOSURE 10.093' 6 B3- BUILDING CONDITIONS. 13 - 23 O 31 60 e 84 FASTEN START ER S7 RIP c (INSIDE) 0 To TRACK W/(2)It 10x1- o SCREWS AT CORNER,TOP ANY 10125• 6 911 ALTERNATE END STRIP DETAIL 8 BOTTOM 60 SCALE.3"=1'-0" BOSSES. W/SCREW w a~ I W 1-via FOR GREATER SPANS OR LOADS THAN it a! O SIL W SIIOWN IN END STRIP SCHEME,END �+ O STRIPS REQUIRE A 1'11'.090'CUP ANGLE }555 1 1N- U MID SPAN USING ANY ANCHOR ONTIIE EXISTING GLASS ANOVIr OR 2020 DOLT DEED STRIP.S O I Z 13 suErt OR va-m 9OLr7O ExO571Uv. F' v 30 a 53 USE(11 BRASS PUSH LOCK USE I11 BRASS PUSH LOCK OR(1I 5/16-18 THUMB (INSIDE) OR 111 5/16-18 THUMB 3p 73 ��•i SCREW I 0 THREADED rt SCREW I O iHREADEO a� INSERT 37 AT 1/3 SPAN SILLS!BSi ! '••���..��f,..(�r������'-- INSERT 7 AT 1/3 SPAN z u TO 2/3 AN FROM TO 2/3 S N FROM =J,�n BOTTOM OF SHUTTER I - BOTTOM OF SHUTTER (OUTSIDE) pp RECEIVING HOLE SHALL BF. �@ d 1/HEIGM7,WIDTH.UP T23 / gg TYPICAL'Ol17SIDE CORNER CLOSURE 39i + CC1 DETAILS WO/CORNER POST --- NTS 13 CO IIIPlIIOIOF7WKLBN4L0Pd 13 31 215 ,3 3 (OUTSIDE) 15-2339 `SILL USE 111 80X LOCK AT 1/3 SPAN TO 2/3 SPAN FROM FMK P119IPNOIII BOTTOM OF SHUTTER 0TYPICAL INSIDE CORNER CLOSURE xbW 99 0 DETAILS WO/CORNER POST t1g MULTIPLE SHUTTER ASSEMBLY ♦'1u SCALE.3"=1'-0" NTSd t EIn a I . .. FTtANK L BENNAftB°/P.E. C1 CONNECTION TYPEREFERENCE EXISTING I{R�Pii7f91ttls,Ij';,7 SCHEDULE FORCHOR MAX, STRUCTURfi ST _ SPACING " MAX. C7 CONNECTION TYPE 1/4-20 MACHINE DOLT REFERENCE ANCHOR 3/2" W/NUT @ 12••D C OR z' SCHEDULE FOR MAX. ® y 14 SMS @ 6"0 E - J i SPACING 3I2" tTYp.TOP&80T TOMj 2 FASTENERS ALUM. TUBE , -� u H Ny = 77 C EACH ANGLE- 8063-T6 ALLOY O m SEE 7ABI A FOR SIZE. 1"x 2"x 1/B" ' I•• ALTERNATE THRU BOLT w OR 6 o OR 2"x 2"x GLE C1 CONNECTION TYPE ALUM.ANGLE ° _ REFERENCE ANCHOR t•A+L GLASS 13 ,: Y SCHEDULE FOR MAX SE PEP THREE 3/16•'0 ALUM, o �; _ 1•• Ii, ( SPACING PCRTABLEz ZX POP RIVETS OR I; III I GLASS 'saa-' lllU,l $n� THREE 012 SMS,TYP ° 17 Ii ! m r! 3/16•'0 ALUM POP .i -i 1 �,� OR DOOR—{( x, IN 17 RIVET OR#12 SMS �`. - - `! �' U �_m Old TABLE A(oo) to 18"q E.tT V P I -'-_.' °jTfq ��W �+m �` w Ng7E' 5OR ORj r� PRESWRE VS ALLOWABLE LENGTB ' 1�g� MAY USE MALE OR •�� ..� w -� 0 PSF 20 37< FEMALE LOCK-SLAT 63 110' IBB" 13 ALTERNATE THP.0 BOLT 1 1/4"MAX FROM PIN dH CS CONNECTION TYPE 73 R{' 1751• TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR CI CONNECTION TYPE _" ' WASHER BUSHING REFERENCE AR 11 X e1 129' 372" C3 NTS - SCHEDULE FOR MAX SCHEDULE FqR MAX I, � WASHER(TYP.) W M 91 114" 165' SPACINGlea 11w 160' 12d ID4" 147" �AIJ ANGLE TO TUBE 14 x31t."SMSOCq CONNECTION y g Iso TABLE 8(ceq EXISTING Hasr 2.,x 1"x 125. _ g9pp 9T 133" EMBED' 6063-T6 ALL TUBE -a:-- 1N' PPFSC(ME VS ALLOWABLE LFNGIII 57RUCT URE .. 5 CONNECTION TYPE PSF 11V',x2Sci!$' 35c1'ki76" EDGE DISTANCE REFERENCE ANCHOR , g 1TH B/0 W1TH HO SCHEDULE FOR MAX 62 133" 166* SPACING r 72 307' 1ST FASTENER @7 18"O C. '£ (USE ANY ANCHOR SHCob ALTERNATE BUILD OUT MOUNT SECTION - a 82 101' 14T IN ANCHOR SCHEDULE) SCALE 3"=1'-0•' m 92 95' 139" SD2 90' Or m o M120 83' H_r i5Q 79" I09" � w 100 6T 99" F w 3/16 RIVET OR 012 SMS 2^x 2 x •w- 5=1 090"6063-T6 L a aT 16"O.C. OR 1/4- MN GLASS 13 I"' w w O C 24 17 ALUM TUBE TYP �w Z NUI&BOLT(T' P,) L,--\ v�-� D>ARAILE 3/16"0 ALUM,PUP 6,w PEN TABLE — w 2-j +� � ALUM. TUBE RIVET OR#12 SMS d%� GLASS 2 X pym 1B"O.C.(TYP.1 L OR DOOR ¢ o n N 6063-T6 ALLOY LN a SEE TABLE B FOR SIZE. 2 FASTENERS 2"x S'•x 1/8" ""* E N EACH AN x CONTINUOUS �1 t'x 2"x 093"6063-T6 ALUMINUM ANGLE 65i! OPTIONAL ANGLE INSIDE " (g ALUM.ANGLE,TYP THREE ETSO ALUM g F� o POP RIVETS OR 17 ORIENT g710N TYP, 17 0 17 THREE#1Z SMS,TYP m 5 6 8 5 P -.E.. E ff Q Oft M x 2".1f 6'• REFERENCE ANCHOR " 13 ALUM.ANGLE I 4 CONNECTION TYPE USE MAL OR FEMALE -��'-" - SCHEDULE FOR MAX �I �Q LgCK-SLAM SPACING � L7E —EX IS71NG CONCRETE.73 13 BLOCK OR WOOD FRAMING 15-2339 eeA3tl (OUTSIDE) INSIDE SILL tAgUNT SECTION � a t'TI__awl OR x/ 2"GALVANIZED16-0AL ` LE SCALE:3"=t'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR 5 5.SMS,n 1/4- ALUM POP Rlv£T-oR v4-2G- SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3•'a T-0•' �� 5 Q (°l 18"O.0 � r . F.RABK 85048 MJUR 0,PSE C5 CONNECTION TYPE 11 41 REFERENCE ANCHOR EXISTING � p-� SCHEDULE FOR MAX STRUCTURE SPACING GLASS m o Y" GLASS a: J CS CONNECTION TYPE S"MAX., /-1l6_20 MACHINE BO&- -' •1 pR DOOR u u> OR DOOR--- ��wi'A REFERENCE ANCHOR / W/NUT 12"Or OIi d '-u m I- 1-w > SCHEDULE FOR MAX. 19 ;' -4 h #tt SMS 6"o C- No p Z" NO r SPACING ACI r MIN 13 Nw2w MN 13 SxZa+ 1/2" (7YP TOP&BOTTBMI {:f` tp tR N CLASS m t-1/4"-20 THRU BOLT W! CLASS X to m EPARATI�M ,m 4FPARATI 4Iw q #14 x 1/2"SMS nP 12"0 C. z LDCi<NUT(µ�12"q C DR zN.w. OR 3116"0 ALUM POP PER x z h w '12 x 112'Sets(ol 12"O.C.E.S. PER t,1- TABLE 7m5 OR 3/16'•0 ALUM.POP 1AOLE 2 h RIVETSCal6"O.0 OR7/4"0 L w tl r O --t C $ t RIVETS CTo 6"O.C. E.S. .� a In ALUM POP RIVETS @ 12"O.C. a res `" H R UL"O ALUM.POP RIVETS /' t7 11 AND Cd 12"O.C.C - 1/4"MAX FROM PIW MN OLnss F 1 p7 S J 1J4"MAX.FROM PIN ASSEMBLY SEPARATION Q V Q9 AND 10 GUIDE O BUSHING 1/2"TYP. GUI) TO U NG 13 » f!1� �$ ASSEMBLY WASHER ITYP.I w WASHER ITYP.I PER TaRLE2 jz Nzw '77C �Nm nth. 1t2"TYP EXISTING CONCRETE, w GLASS _ =1_E) ty4 iW,1 �N a74� w r BLOCK OR WOOD FRAMING 1: 3 CONNECTION TYPE OR DOOR rn Om3 m EDGE REFERENCE ANCHOR J('2¢21- 6 ^,C4 CONNECTION TYPE DIST, SCHEDULE FOR MAX S p4 ii REFERENCE ANCHOR SPACING cul bW / EDGE SCHEDULE FOR MAX. SPACING AS SHOWN , C3 CONNECTION TYPE IN DIAGRAM ON PG.9 a +/+ 5 D 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w a UD 6 SCHEDULE FOR MAX, BLOCK OR WOOD FRAMING ~� SPACING ALT FASTENER 12,. tf4"MAX.FROM Pitt �•+ LOCATION.FRONT AND CI CONNECTION TYPE dUIDE i0 BUSHING tJA"MAX FRDM BASK ANCHORS NOT REO'D REFER@NCE ANCHOR tn" WASHER(TYP,! It).f WITH THIS LOCATIONS INSIDE MOUNT SECTION SCHEDULE FOR MAX PIN GUIDE TO SCALE.3"=1'-0" SPACING 19 wg BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE K I (TYP.) , REFERENCE ANCHOR A SCALE:3-=1•_0.. EXISTING CONCRETE, SCHEDULE FOR MAX Q is `II+ SPACING BLOCK OR WOOD FRAMI EMBED. Z 'i BUILD _ Ca BUILD OUT MOUNT SECTION _ro. TYP BOTTOM EXISTING CONCRETE, SCALE 3_F 1--0- S BLOCK OR WOOD FRAMING E Si- NOTE:FOR DETAILS A.BD AND E ON THIS SHE EE, EDGE DIST EXISTING S THE BASE TRACK MAY k!E INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE fy WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR GONNEGT1Qti�T PE A MINIMUM OF TWO SETS OF ANCHORS AND IS A m F SCHEDULE FOR MAX 5--CO£NC£ANCHOR MINIMUM OF 12"LANG.THE SILL OP.CEILING TRACK W 5 6 SPACING SCHEDULE FOR MAX �3 USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS, 3 16 & V L0.1 m L1 N ,p GLASS MN 5 w OR DOOR GLASS h R 12 x 1/2`SMS Cm 12" EPARA710 13 p y S u w I.I ,� C IipgS� = Inww a �8 w w j O.0 OR 3/16-0 ALUM. PER m Q m ;-»7 p7 rw» POP RIVETS@6"OC 7ABLE2 �N tX w w OR 1/4••0 ALUM POP Q R 4~ DDDR OR MN,GLA 13 Y+Is Ln MN GLASS 13 It- - RIVETS Cla 12"O C. T• O 0, P RA N m m SEPARATION m l7 p u a u N PER TABLE 2 X;z p z IQ- PERTABLE2 xzpz� 4w�4 ���¢ 1/4-10 SS MACHINE 4 4 AND!8� 1;'�v 0. SCREW 8 NUT F up R ASSEMBLY 1/4"MAX u 1146- 2- 1 PIN_ u uw tlY, 1/2" GUIDE R TYP.1 G _ < 12"OC. GLASS 4 o TYP, WASHER(TYP.) w7 t- 3 OR DOOR - 1/4"MAX.FROM Pl1) x m o _ T/4"MAX_FROM PIW d GU UE I U BUSHING w 4 CONNECIION TYPE 1/Z" GUIDE TO BITS HIND 9 ?} CA 1'• WASHER(TYP) 8 Et ilii x £ E GE REFERENCE ANCHOR Q WASHER ITYPJ t S b: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX f. ORBEARRiMt4HtW00IE n BLOCK OR wOOD EXISTING CONCRETE, SPACING AS SHOWN S2=CORaNE j T7 E FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR iS-2339 OR BLOCK ON WDUU FRAMING REP RENEE ANCHOR SCHEDULE FOR MAX. x 3"x 1!4"CONT, / I• 3 CONNECTION TYPE #12 x 1/2"SMS Cal 12" SCHEDULE FOR MAX SPACING *1 - 063-76 ALUM.ANGLE REFERENCE ANCHOR SpACiNG ALT.FAS TEttER F'AG�MfCRtRlOpt d.0 OR 3/16"0 ALUM. CXiSTiNG CONCRETE, AY BE REVERSED _ SCHEDULE FOR MAX POP RIVETS Col 6"O.C. LOCATION FRONT ANREO'U BLOCK OR WOOD FRAMRJG 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS @ 12. OC. O CEJUNG / INSIDE MOUNT SECTION "` ''r "' F L/BL!!LD 01J7 SCACE SCALE.3"=1'-0" CTJ.ON C ALE 3'.=1'-0" l\C:LJI MN CLASS K L RPIINAR00.P.E. 1111 149 t:(,� GLASS SEPARATION Z •• OR DOOR PER TABLE13 2 p0 .\ wo_ GLASS OR ` ' ••1 •r F m DOOR '* NDP 00465 'd ' 4 3 Z GLASS OR _..t• iw4 _ KN Gloss J4wa DOOR SEPARATION I Q N¢ MNG A55 rt w PER TABLE 2 = w STA X r w SEPARATION K m r R • f� D r PER TABLE 2 w "' d JY (•�••20 I y V In N =Z I I ��= V f OW F�aVa� �In 13 a w¢w C-� - /2" 1 2 J Lout 4 RIEFEORENCEION TYPE ANCHOR S_ J u z Zn 9 ----//(N - 1/4"MAX FROM PIN GUIDE 28 a a SCHEDULE FOR MAX. W lU BUSHING WASHER ITYPI N SPACING LAO SCR-0 WOOD 250 UIg dS'w LAO SCREWS La 2/." C4 CONNECTION TYPE �- .250'• ole O.0 MAX WITH 2" REFERENCE ANCHOR / I� IDD THREADED PENETRATION p SCHEDULE FOR MAX, "T"INTO CENTER OF 2X STUDS /m / SPACING /0ri I- IB 18 EMB "T' 14 SMS @ MIOSPAN BETWEEN /w , SiUOS FOR TRACK i0 1"x 4" / S PLYWOOD A TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1"x 4"x.125' 6063-T6 ALUM.TUBE (� rr, � ! THIS DETAIL TD BE USED WHEN STUD SPACING ON DECORAIIVE FLOUR TRACK DETAIL �J WALL MOUNT SILL DETAIL w� EXCEEOS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" v SCALE:3"=1'-0" BRIM w0 O WALL MOUNT SECTION THIS DETAIL MAY in ALSO BE USED xCIL SCALE 3"e 1'-0"+ AT TOP TD< v O g ACCORDION SHUTTER W rc a 6 PER PRODUCT APPROVAL H i- GLASS r o m 7 ;D MN GLASS OR DDDR F- J = SEPARATION 13 7 in rL�•,i - M n PER TABLE = ,I EXISTING WOOD IG=0.421 " �c l3 APPLICABLE AT TOP X w Z TRUSS OR RAFTER 5 F2 AND OR BOTTOM 4 O. X 4 LED 24-MAX.O.C. F In EXISTING FINISH _ MATERIAL 1/4"MAX FROM PIN GUIDE 2"x S"x 1/B"6063-T6 1/2'MIN.- 5 6 TO BUSHING WASHER 1TYP I ALUM.ANGLE W/THREE ii ii 61 C� JpE1 s 2'X 3'X)6'x CONTINUOUS OR �( -- '2.175" 16 1/4"TILE ITYP I 1/4"0 WOOD LAC Y' 2'X 2'XWXCONTINUOUS 1 FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/L"PLYWOOD PENETR.'•T"IN WOOD La MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A32S GRADE THRU BOLT(@ 7"O.0 EACH RAFTER OF TRUSS, d d ! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16•'0 A325 GRADE THRU BOLT 0 12"'0 T. 24'•O.C.MAX WHERE sit EXISANG3K51 CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND 0 HOST STRUCTURE WITH _ AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAN �w e :S EI D �- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 0 a, 6", EXTEND ANGLE TO _ C Yi"R ELCO DS AND 4" AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4-LAGS MIN.EMB. W NEXT TRUSS. 3'FROM ENDS AND 4'O.C. 2-1/2'MIN. STRUC:RIRE(3000 PS!MIN) OR 1/4"M LAG SCREW(A 9"O.C.W/1-7/8" FOR BALANCE WITH 13,4" MIN EMB. INWOOD SG=0.42 TO 0.55 J-'AA MIN EMBEDMENT AND 2Y7' MAX.DESIGN LOAD AT S'•0"MAX SPAN EXISTING COIJCREIE, 13 =FZ MIN EDGE DISTANCE) i 62 P.S.F. HOLLOW BLOCK OR w 179,10 N 10 OWYIM MEILMNIVDOTZ STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE X Z 0 Z~ 2"x 5"x 1/B••CONT 4�M.a 15-2339 SPACING,TYP. t52 P.S.F. ANCHOR SC/IED. ALUM ANGLE 16063-T6) Y ov _ OASED ON TYPE OF Jn Rau++ HD DUILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD s 72 P 5 F) 4 PACEyllalmoRJ SCALE.NTS PASS THRU DETAIL Hb SCALE,3"=V-0" �1'1 TRUSS MOUNT SECTION v SCALE+3"=1'-0" EXISTING HOST ALT.LEG DIRECTION ,11� xNAnDo7 V.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1/2" EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM SPACING,AND 3"MINIMUM EDGE DISTANCE EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY V'-P TDP OR BOTTOM AX (2)6063-7'6 ALUMINUM _ I ANGLES PER BEAM END,SIZE 1R' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - DESIGN SCHEDULE EDGE OF ACCORDION Z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ �,tN'•, E F '• i� SHUTTER BLADES 12"O.0 OR#14 x 3/4•SMS 6"D.C. i S CQ3 - TYP[GiL 71_3 M,Ni 1/2"MAX.S 6 t-• /i//// 14�u��1 y 3'M1N OC iIZ EDGE 3 16 zNF -�7 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 w z z �n EE000MOtt ROUND WINDOW ASSEMBLY) IXISTING Q SEPARATION a o �),J N-N MAXIMUM OF 3 WINDOWS GLASS OR IIIIII���� ��w PER EVERY OTHER BLADE DOOR N o :.w a s i LIGHT-N-VIEW WINDOW =¢o Eo E 1}IlrMAX oo `I 8 N.T.S. EXTERIOR ELEV ko DISTANCE ' L 56 riN w m LL U• ` 3 16 1/6•'HAX.PROM PIN GUIDE G co 70 BUSHING WASHER ITYP 1 1/4-20 MACHINE BOLT W/NUI(P w m1N 1/2• ACCO E 12.O.0 OR/14 x 3/4'SMS 6"O.C. m 2.875'0 HOLE TO �- SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULE ••••ll�M���MMM��� § WINDOW ASSEMBLY _ •l 1/2• �(2)6063-T6 ALUMINUM 1" Q 1 AX ANGLES PER BEAM END,SIZE w 6 EXISTING PER SPAN TUBE SCHEDULE • `�q jj 1/40 THRU BOLTS SEE BEAM In E cc cc STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS -9` 1/4"ALL POINTS SCUD SET ANCHORS WITH 7/8•MIN EMBED 1N CONCRETE OR HOLLOW BLACK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE DISFAAICE 5 0.175" 0.032' 0.032" i 0.125' MAX.DESIGN LOAD f 72 PSF u O S g I = � g 3 SPAN TUBE SECTION �gS 0.196' N.T.S. VERT SECTION 71 p �S• / \ SPAN TUBE SCHEDULE I ALLOWABLE TUBE Nl1MBER OF NUMBEROF MMIMUM ANOIE FTUBE SHUTTER! SPAN THRU-0OLTS HOS PER LENOTH + I4 ROUND SIZE SPAN ..-__-- T ILII WINDOW TOP BOTTOM TOP BO1lUM TOP BOTTOM TOP BOf1gM sit I 7'n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE R 1\ / 2'x611 BO' 123.8• 1355 2 2 2 3 4•9` 7- 101. �'a 1r'a d a XXX 0.125- B6' 7' 186.9` 2 2 3 3 T i T 59.9' 9141 2 2 3 3 T T 214'xso L29.' _167.91 2 z _2 _ 3 4• ' T d l f 98• 114.1• 124.1' 2 2 _3- 3 T�1 T 12 0.126' 3• 102.--8• -109.8-_ _2 _ 2_ 4 ___.._4._ -19' _-10' BBN 60• iJB.R 198.8• 2 2 3 J T _ \_-- �--f 0.108• ) 2k81. 96• 1227 183.7' 2 2 3 4 7• 10• 02.875' 03.250" U.12 N 123' 115.4• 137.6• 2 3 4 9 11' 13' 80• 118.1' 240.0• 2 2 3 4 T 10' / 25d0'x -ee'_1408•__-2M.9--1 3 _ 4_ 6 101 T� LIGHT-N-VIEW WINDOW `\ �/ 123 1327- 203.1' J3 5 7 11-3•-�1B" 0.1B75, IF- RRtli1fL�� PE 29 N.T.S. SASIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES: x x x 4^aNGLEs FOR z•xs•&2•x6•BEAMS. 15-2339 2. USE 2'xS"xl/4"ANGLES FOR 2"x8"&2•x10•BEAMS. s>Jua _ 3. USE BEAM SCHEDULE FOR DETAIL 3/B. 4. TOP&BOTTOM BEAMS MAY BE USE&TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UMITEDTO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE 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 8 N.T.S. EXTERIOR ELEV 6. IAP BEAM9DARELNOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. U ANX ANCHOR SCHEDULE: CONCRETE 1111 :I6�E9NNM001 PA-1 2.5'MIN EDGE DISTANCE _ ��� '•' � G ¢pans U"Tu6'-6" �SpOns Up To0�3•, Svana Up To 12'-0" _�ng:•' •• AN1710R OA //''���N � ' CONN TYPE` cc^�++,� CONN;PE `t 0 _ Cl tG C3 C4 �ES(P Cl1'CZ C3 G0 fa C3 C2 C3 C9 CS N PE004 ••• _ 1/4,-'„f(,WgTAPCONURFLCO I 16.11 A. 15 0 16.0•'LB 0 18 fl'38:0 9.0" ]3_0"36:0"16.0" 9.5" 5.5" 0.5" 14.5" _* *. U TpACON WRNVL�3/��y 18.0•'16.0"lU 5 14 S'180 18.0'32.0 7.0" 10.5'16.0"15.0" 7;5" �S" 7.S' 10_5' - 1, ' _ _ QA- E IiBEI)-(]192p9.MINLONC) 16.0"38.0" 8.5'• 12.5"10_0"16.0" 9.5" 5.5" B:5" 15,0_"15_0" 7.5" 4.S' 7^5" 10:5 `� z 16.0'•13.0'• 7.0" 11.0••16.0"15.5"B.D"5.0" 7.5' 11.5"15,0" 7.6" 4.5" 7.5" 10.5" 7 i B COMOINA TIOfy.��•.• STATED 1.0" . . , . 15.0' 7.S' 4,5" 7.5" SD.S'15.0" 7.5" 4.S' 7.5" 10.5' 2 rt S ITYP. 9 / 10 COMBINATIOIr♦'SFS1/4'MILLENIUM MILLFAST 16.0_L6.0 15.0'16.0"16.0"1G.0"16.0" 9.0" 13.5'16.0"16.0" 8.5" S.9' 9.0" 13.5"WITH 1.3/4'EM6E0(32TSps118.0"16.0'•11.0"15.0"16.0"16.0"110" 70" 105"16.0"13.5" 7.0" 4.5" 7.5" 9.5" �MIN CONCRETE) 16.0"15.0" B.5" 13.0"16.0"16.0' 8.5" 55" 9.0" 13133 P 13.S" 70" 4.5" 7.5 95I16.0"12.0" 7.0`' 11.0"36.0"14.0" 7.0" 4,5" 9.0" 10.5"13.5 7.0" 4.5" 7.5" ul 99 _ _ 100_13.5' 7.0" 4.5" 7.S' 9.5" 13.5" 7.0" 4.5" 7S" 9.S' 13_9' 7.0" 4.5" 7.5" 9..0 Z 1/4'ELCO CRETEFTE7(554 43 16.0"160"16.0"16.0"16.0 16.0 I6A"13.5'16.0'116.D"16.0"12.5' 8.0" 13.0"16.0" 1 xAT, 2 x S 1 T YP.1 N J W/Y EMBED(3350p11 MIN 53 16.0"16.0"16.0"10,0"16.11 16.0"16.0"50.0"15.5 16.0 16.0 10.0 6.S' 11.0 14.0 W j{ S CONC) 62 15 0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0" 13.0" 9tU1L\LT1* 70 16.0"16.0" 16.0"16.0"116.0-110.5." 7.0" 100 16.0"10.0" 0.5•' 11.0"14.0"116.0"13'0" 6.5' 11.0"14.0"1601"10.0" 6.5" 11.0•'14.0" p W W 3'MIN EDGE DISTANCE _ NOTE ••S"INDICATES ANCHDN SCHEDULE SPACING .W-10 c1 _a _E E4 C5 c1 fC3a C4 CS a C2 c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0•• 7.5'• 8.0" 16.0"16.0" 5.0•' 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0^ - C2 CONNECTION TYPE USING PIECE ©0 WITH OUTSIDE C+ ULTRACON WITH 3/4" - S3-16.0"16.0" 5.5" 6.5" 16.0"16.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHURS ONLY EMBED(3192pN MIN CONC) 62 16.0"15.5" 4.5" 5.9'_16.0"16.01• 4.0" 14.S"14.3" 7_5" 10.0" - C4 CONNECTION TYPE USING PIECE ©WITH To-16.0"12.5" OUTSIDE AIJCHORS ONLY 100 14.5•' 7.5" 10.0"14.5' 10.0"14.5" 7.S' 10.0"1/4"MILIENIUMMILLFAST 43 16.0"16.0"1].0'13.5"16.0"16.0" 6.5" 9_5" 16.0"1301" 7.0" 4.P' 6.5" 10_5"WITH 1-3/4'EMBm(3275ps1 53 16:0"1601" 8.0" 11_0"16.0"16.0 0" 7,5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: W6MIN CONQIETE) 62 16.0"119" B.0" 9.0' 16.0"13.5" .0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5"70 16.0•' 9.5" 5.5" 6.0•' 16.0"11.Y' S.5" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR OEfERMINING ANCHOR SPACING y ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE f= 1DO 10.5" 5.5- 5.S' 7.S" 10.5" 5.S" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). pv "•a d g 1-3/4'MIN EDGE DISTANCE = ANC OR W1IHTS SMBED&T CS C2 C3 C4 6 CI Q C3 C9 C5 CT CZ C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED E. THETDISHEXISTING STRUCTURE MATERIAL, -m Y u ANCHOR W!7/B'EMBED& ANCHOR TYPE AND EDGE D15TgNCE,SELECT DE51GN LOAD GREATER THAN OR I/9-20 55 MACHINE SCREY! 43 16.0"36_0' 8.5" 10.5"16.0"I6Y0"12.0" 5.5" 7.5" 16_0"12_5" 6.5" 3.0" 5_0" SO.D" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g - THAN OR EQUAL TO SHUTTER SPAN. (3000pp MIN CONC) 53 16.0"15.0" 6.5" B.P' 1601 16.P 8.5" 4.0" 6.0" 35_5"10_0" 5.0" 4.0" 7.0" E 62 16.0"11.0•' 5.0" 7.D' 16.D"12.5 6,S' 3.5" 5.0" 10.0"10.0" 5.0' 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ,E Iii o 70 16.0" 9.0" 4.5' 6.0' 16.0"10.5" 5.5" 3.D" 4.0 B.0" 10.0 9.0" 4.0" 7.D" 3 S 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 9.0" 7.0" 10,11 9.0" 4.0' 7.0" 10.0" 9.0" 40' 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g I/4'ALL.DINTS SOLID-SET 3"MIN EDGE DISTANCE _ _ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 C5 Cl C7. C3 C9 C5 Ci CZ C3- CA C5 CONNECTION TYPE. 'AN SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0' 16.0"16.0"16.0"16.0"16.0"16.0"11.5"16_G"]6,0"16:0 11_0" 7.0" it (3000pe1 MW CONC) 53 L6.0"16.0"13.5']6.0"16.0"16.0"19.0" 8.5' 13 5"16.0"36.0" 8051 5.5" 9.5" 12.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE .� 62 16.0"16.0"10.5"16.0"1.6.0"16.0"11.0" 7.0" 11.0"16.0"16,0" 8.5" 5.5" 9.5" 12.0" ONLY. a� 70 16.0"15.0" 9.0" 14.0"1: 16.0" 9.0" 6.0" 10.0"13.0"16,0" B.5" 5.5" 9.5" 32.0" IOD 16.0" 8.5" 5.5" 9.5" ]z.0"16.0"18.5" 6.5" 9.5" 12.0"16.0" 8.5^ 5,5" 9.9 ]2.0 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE 15 MANUFACTURERS'RECOMMENDATIONS. RE EMBEDMENT' d 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN FINISHES. W/1/4.20 SS BOLT AND Cl C2 C3 CA CS Cl Cl C3 C9 116.0".41 C2 C3 C4_1-60 I.EMBED(30p0psl MIN _�3 Ifi.O"16:0"14.11 16.0"16.0' 16.0"19.0" B.D" 12.5" 7.5" 5.0" 8�0" 11__5" 7. WHERE RY F1ELmEV VERIFY THANG T FRE 15 WOOD ASTENERS/1FFRAMING, E INTO ADEQUATE WOOD WOOD CONDITIONS N g s CONC) 53 16.0"16.0" 9.5 14.0"16.0"16.0" 9.5" 6.0" 10.0" 6.0"_4:0" 7.0" 6.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR 3 888 a 62 16.0"12.5" 7.5' 32.0"16_0"]�.S' 7.S' S.0" B.5" 6.0" 4.0" 7.0" B.D" SIDE CLOSURE PIECES. a�'�6.5" 1D.5"16.0"12.0" 6.0" 4.0" 7.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 11.5" 6.0" 4.0" 7.0" 8.0' 11.5" 6.0" 4.0" 7.0" 6.0" 4.0" 7.0" 8.0' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4' MIN. WOOD STUD.3 4" 1/4'POWERS 56 DRO0.IN -1/2'MIN EDGE DISTANCE _ __ ALL EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SH !Fj e W/1/4.20 55 BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 G5 Cl C2 C3 Cii CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. p) 1'EMBED(3000ps1 MM 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 i CONC) 53_16;0"16,0"10_9'15.0"16.0"16.0"10.0" 6.5' 1O.S'16.0"12.0" 6.0" 4.0" 7.5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFE0. g 52 16_,0"13.0" 8.0" 12.5"16.0"15.0" B4O"5.0" 9.0" 12.0"12.0"0.0" 4.0" 7.5" 8.5 HEAD(SIDEWALK BOLT),U.O.N. _70 16.0"_IO.S'�7.0 11.0"16.0"12.5" 6.5" 9.5" 8.0" 9.5" 12.0" 6.0"14.0-17.5" 8.5' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. egI 100 12.0" 6.0" �4.0" 7.S' B.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" H ��o _ _ _ _ _ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARA REMOVABLE BY REMOVING MACHINE SCREW, PIZ SMS W/2'EYEWALL EC C2 C3 64 CS Cl C2 10 1110 C3 C4 CS -CI C2 C3 Gl CS NUT OR WASHER WINGNUT. IDPOOQIT6W1(LBEVID0P3: ARMOR INSERT W/2°EMBED 43 116.0"116.0"1 ILS'14:0"16.0"16.0"16 0•' 7.5" 10.0"16_0"16.0" 9.0" 4.5"_6.5" 13.5' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) _53_16.0"16.0" 0.ED 11.0"1601 I6A"_31.5' S.S' 8.0" 16,0"14.0" 7.0" 3.5' 5.5" 10.0" k 62 16.0"15.0" 7.0" 9.5"16.0"16.0" 9.0" 4.5" fi.5" 14.0"14.0" 7.0" 3.5" 5,5" 10.0" 32. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO ecAlu - G ___� DRILL INTO HOLLOW BLOCK NOR SHO LD IMPACT DRILLS BE USED TO INSTALL rAe6 6eavT D", 70 16.0"12.0" 6_0" 8.0" 16.0"14.5' 7.S' 9.0" 6.0" 10.5"14.0" 7.0" 3.5' S.5' 10.0" CONCRETE SCREWS TO HNIOW BLOCK _ ___ 5.5" 10.0"14.& 7.0" 3.5" S.S' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" Z2 SMS W/2.75'EYEWALL 43�16_0_16,0"16.0"16.0"160"16.0"16.0•'10.0"14.0"16.0"16.0"11.5' 6.0" 9.5" 16.0" ARMOR INSERT W1 2.5- S3 16.0"16.0112.0"16.0"IS:&16.0"15.U" 7.3' 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" 91 EMBED(2001)psl MIN CONC) 6Z 16.0'16.0" 9.5" 13.5"16.0"16.0"11.5' 6.5" 9.5" 16.0"16.D" 9.0" 5.0" 8.0" U.0" 70 16.0"160" 8.0" 1].5"16.0"18.0" 9.5 5.5" 8.5" 1401"1601" 9.0" 8.0" 17.0" -.__ 9.D" 5.0" 8.0" 17.0" • ril]R 4;rcoj 0 01.4 41 • :'��'--� ®MME f• ®® Mom ® r i W/1-3/4"EMBED(3000psl ■m m om LEA I. wooff-fri". rim mom �/%//y/, ��////%tea/�/UI///i� Imang U/y�U//f%%U�///U////%//�m�IF� /%�® •' U�//�i�a 11-1/4'EMBED' /, / /� �� iiir�/aaiio/iiaiiii/a�aiii/�ai�i/ • ®/i// /i iapia�, i �ia - mmi////i/////i///tip///�rU/a/�/a/%�///�/,.i/a�,i//�y/,moi//a//U/a/aa/a��,. ®////���//ar.•/a/a/.���//a/%/��/a/ _ %/ a/a/1 /� / /// ///%a/ L691///////j% / � ia• /a//.iaa�//% l/a /%i%a/1i%%//////// BOB ill %///.RIM ■mo©mmmr-�mommo©m©mmmom©m©omm©©m© ��De�O %iaii', mo/RMMRIM �aii/ 1011 �0p %i MIN IN'S %/ a ® m� � � IIaa=V/iiai _ m0ayaa�ffNRa mciia is m©mmm m • 00000©�©m©a MU9W.W.i///�/,0ia///a///a/,i//aria/////¢�� oan 0AIM�,naaia/////a/a� �U •,. ���,y�//fY///,�' % '////U/ %/�///,%//�,'/// '/% .'U�//,� �'%////I��I f�i"'////a/a//a/////Y//%1/aai �%'////,/U///// _ ��'; 10 r. 4 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKPRANRLBENNIADO ```11111111/ /PEOW6549 2'MIN EDGE DISTANCE G Smns Up To 6'-0" Spans Up To 8'-3" $ye ns Uo TO 12'-0" :�.•- �� LOAD CONN TYPE CONN TYPE CONN TYPE - z ANCHOR (P`'n CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS '* NO PEQ04654 -•- 4125M5 W/2'EYE LL 43 16.0"16.0" 7.5"19.0"116.U-115 5. 6.5" 4.5" 6.5" 15.5' 8.5" 4.5" 4.0" 7.0" - - -_ 3: ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.1 3.5" 5.0" 31.0" 7.0"13.9 " 5.0" EMBED 62 16.0iP T. 9.0" 6.0" 14S" 9.0 4.5' �.0" 7.0° 7.0" 5.0" 3.5" 5.5" 7.0" 5.0" '�i1 STATE OF m 3.5" 5.0• 7.0" " !;.n,- mw ��s•'•:1,L OMIOA j ANCHOR SCHEDULE: WOOD (G=0.55 �''s�ONa�EN ED 3 YTllllll1111` gid 3/4'MEN EDGE DISTANCE � Smns Up To 6'•0" Spans UO To 8'•3" Syens Up To 12'-0" O LOAD CONN TYPE CONN TYPE CONN TYPE Z z ANCHOR (Ds) CS C2 I C3 I C4 C5 Cl C2 C3 C4 CS Cl I C2 I C3 I C4 C5 IN 1/4"LAG SCREW WITH 1-3/4 43 16.0"16-0111.5"112.51111L.0-16.0°16.0"17.9 9.0" 16.0"16.0"14.514.5-16.0" 16.01' MIN THREAD PENETRATION 53 16.0"16.0" 8.5" ]0_0"16.0"16.0"10.0" 6.0" 7.0" 16.0"16.0"1L5" 4.0" 5:0" 16.0 UI Wp1�x 62 16_0"16.0" 160"16.0"14.5" 5.0" 6.0" 16.0"16.0"LL 4.0"S. 16.0" O W 6i �_.T1MLLfia' 70 16.0:l6.0^ 6.0" 7.5" 16.0"16:0"12_5"4_0" 5.5"16_0"16.0"ILS' 4.0" 5.0" L6.0" 1p,� __ _- M �• 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0" S.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" E{ 7/16'WOOD -"ING WITH 160"16_0" 8.0_10.0"16.0"IS.S' 8.5" 4.5" 7.61" 15.5' 8.5" 4.5" 4.5"N. 1-13'MIN EMBED 61/440 53 16.0"10S" S,S" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" 55 MACHINE SCREW 62 14.0" 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" c °� 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5=' 4.0" S_5' 7.0" 3.5' 4.0" 5.0" D ____ _ _ O 100 7.61" 3.5" 4.0" 5.0" 7.0" 3.5" 3.5" 5.0" A 3 4'14 SMS OR A14 WOOD 43 16.0"16.0"Il.S'14_5"16_0"16_0" B_0" 21.5' 5.0" 7.0" SCREW WITH 1.3/4°MIN 53 16_0"16.0" 9�0" 11.5"16.0"16.0"15.0" 6.0" B.0" 160"L6.D" 9.5" 4.0" 5.5" 13.0" Uu THREAD PENETRATION 62 16.0"16.0" 7.S' 9.5"16.0"16.0"11.5" 5.6" 7A" 36.0"16.0" B.5" 4.0" 5.5" 13.0" o: Q �pppalpl6® 70 16.0"18.0" 6.5" 8.5" 16.0"16.0"10.0" 4,5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" - 061-• 100 16.0" 9.5" 4.0" 5.S' 13.0"16.0" 9.5" d.0" 5.5 13.0 16.0 9.5 4.0" S.5" 13.0" =g' &n ANCHOR SCHEDULE: WOOD (G=0.42) ��� 3/4'MIN EDGE DISTANCE ` _-___.-._ --._---- 1� LDAD Spans U°To 6'-0" ,Spans Do To 8'•3" 5,_pEnu Up Tp 12'-0" s ANCHOR (PATI CONN TYPE CONN TYPE CONN TYPE E 3 C1 C2 C3 C4 C5 CI C2 C3 C4 CS Cl C2 C3 C4 I CS QQ3 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.S' 15.0" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0°12.5' 4.5' S.5" 16.0"1S.0'§7.5--13.0- 4.0" 1L0" N 62 16.0"16.0" 5.S" 6.5 16_0"16.0" 9.S" 3.5" 5,0" 15.0"15_0" 5" 3.0" 4.0" 11.0" a4�/ d 70 16.0"13.5" 9.5" 6.0" 16.0"16.0" BAY' 3.0 4.0" 11.5"15.0" 5" 3.0" 4.0" 11.0" u IDO 15.0" 7.5" 3.0" 4.0" 11.0"15.0' 7.5" 3.0 4.0" 11.0"*IML-66,f " " 3.0" 4.0;' iL0" lu __-- ----__ ry o tl4 SMS OR 4!14 WORD 43 36.0'_16.0" B_5_10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0" 3.5" 5.0" 10.5'SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 8.0" 16.61"16.0". 9.5" 4.0" 5.5" 16.0" 2.5" 4.0" 7.5"o THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5" 2.5" 9.0" 7.5" 70 16_0" 9.5" 4.5" 6.0" 16.0"11.0_ 5.5 3_0" 4.0" 8.0" Z.5° 4.0" 7.5"100 10.5" 5.5' 2.5" 4.0" 7.5' 10.5" 5.5" 2.5" 4.0" 7.5'• 3.5" 4.0" 7.5" offil ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE D Smns Udo 6_0" Smns Upan U°To 12'-0" LOA o ANCHOR OA CONN TYPE CONN TYPE CONN TYPE s CI C2 C3 C4 I C5 Cl i C2 I C3 C4 I CS CL I C2 I C3 I C4 I CS 5/16'ITW TAPCON XL W/ 43 16.0" 16.061""VI 16.0"115.9"116.0 16.0"16.0"115.0'19.0" 14.0"16.0" 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"l6_"16.0"16_0"11.0"16„0"16_0"160"12_0" 75". .12_0"16_0" 70 16,'16 0"L1.5"16.0"16.0'16.0'32.5" 8.0" 12.5'16.0"16.0";12.0" 7,5" 12._0"16.0_" 100_I6-0"12.0"�7_5'_12.0;16.0"16.0'120" 7.5" 12.0"16.0"16. 210 0" 7.5" 12Y0"160" �+� I'o S qqq 5/16•ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0'10.5' 6.5" 9.5" 16.0"11.0I 5.5 6,5 9,0" I.1/4°MIN.EMBED 53 16.0"13.5' 7.5" 31.0"16.0"14.0' 7.5" 7.5' 13.5" 9.011. 6,5' OpY11a1DnW1IL1B4WODTE m 62 16.0"161..0 ,6.0" 9.0"'16.0"11.0' 5.5' 6.5" 9.0" 9.0" 6.5 15-2339 5 76 15.0" 8A"15.0"TO".15.5" 9.5" 5.5" 7.0" 9.0" 6.5" - loo 9.0" _5" 6.5" 9.0" / 5.5" 6.5" 9.0" 6.5" [ASN D�LfWIPLtgNJ, 013 _ __ _2'MIN EDGE DISTANCE CI Q C3 C4__CS CL C2 _C3 04_ GS Cl__ C2 C3 -UE- c3- 012 SMS W/2"EYEWAIL 43 16.0"16.0" 9.5" 11.5"L60'16.0"14.0" 6.0" B.0" 16.0"1d.5" 7.5" 3.5" 5.5" °99 ARMOR INSERT QW/p2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0' 9.5" 4.5" 6.5'116.0"111,5" 6.0" 3.0" 4.5" 8.5" 1. �,- 70.160"10.5" S 0_' 66^5'-16.0 12.5 6.5 3.0" 4.5" 9.0'"'LiS"6 0" 3_0" 4.5" 8,5" 7.5 O ANNOTES;S ES.HEET 100 11.5" 6.0" 3.61" 9.5" B.S' 11.5" 6.0" 3.0" 4.5"1 8.5"