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HomeMy WebLinkAboutProduct Approval (2) 6/17/2019 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts Publications ; Contact Us SCIS Site Map ( Links Search F( n € Product Approval ` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ® FL# FL13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived t 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 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 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 the Frank L. Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.pdf 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 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvgk7yHMuovbmRcEiVwSMEgkgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 6/17/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Equivl.pdf FL13757 R6 Ea iviv .p-if FL13757 R6 Equiv Equiv3.pdf 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.pdfd 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 span/pressure FL13757 R6 AE Eva 11.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 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 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 span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 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 Dwg3.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.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atItement::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 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 Chapter 455,F.S.,please click here. Product Approval Accepts: FOR RE Credik Card https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPigrWwKqqkMAsTBN9A%3d%3d 2/2 6.8 STREAMLINE SHUTTER "% " °` 9 °�` a GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ No PE004654 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 - - ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O'•. STATE OF " ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '�� s '•F<ORiOP,••' WIT) DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ate" -y� REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i NC Y FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN '"1!I iii I t"' IU PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z w U 3 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 S. THIS SYSAFETY FSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND LU o^I Lu ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW °~Lu rL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N C s a 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND CH 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 _ 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 In SHALL BE USED. Z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m N SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q "' W{ a 611315-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O �� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 1-a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c� o<r 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z 12. WHENENTS.SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM ^_ OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 3 DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHWWR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION s i! FORT LAUDERDALE FL �¢ MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION TAS 201 202&203 E3 FLORIDA PRODUCE APPROVAL NUMBER 1 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 2S K.S.I. _ 15. ALL BOLTMUM TENSILE STRENGTH HERS(EXCLUDING G INSTALLATION) IOP)SHALL BE IVETS SHALL BE STAINLESS4"0 OR WITH/16"0 5052 MINIMUM SEPARATION FROM GLASS MINALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL AN-NJ �f ' BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NOWSTACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'. SPAN < AL 30'ABOVE >30'ABOVE 5 AL ABOVE >30'ABOVE 201. ALL STEEL LL IN CONTACT WITH ALUMINUM SHALL BE PONS SHOWN INCLUDE POWDER AINTED OR PLATED. GRADE GRADE GRADE GRADE' I.A d 41 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1W 1-518' 2518" 1518' TABLE 1: 99" 3-12' 1-78' 3-5/8• 1-I18' 120' 4.118' 2' 4-1/4' 2' p TABLE 1 NOTES: yp 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 47/8' 2' 5' 2" e ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE } TABLE 2 NOTES: ' SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. OAAYRRWRL[SWI�OPE AT EACH RESPECTIVE SHUTTER SPAN. 2. NOTIHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FEMUDK7 15-2339 6S�H�UrrER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQQUIRED FOR INSTALLATIONS IN WIND _ BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A - PRESSURE PRESSURE PAWDENCKUnIM DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'. P3F PSF SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ' ABOVE GRADE. 70 70 5. LINEAR INTERPOLATIONBETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE uill 53 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 43 40 E1996-09. } 4 \\\\l1 II FRAN f C-0OIL65�/9 t1AliDOl�P„E�,�' PROTECTION VARIES `- 2.874" 4.874'MAX. pp�,�� L• 5` `1 0 T t 0 0.080' r . rnI _--"0*���'.••'�O, ,AE_D00•4• 6,-.0. 0.450 .80" 0.062" 'N0.125" 1.708• 0.100° 1.708° 0.100• 0.080• 0.063• .195° 3AT:OF0.19s' pm02.820°L 0.060 0.070 0.060 08 0.125° 0.630' 0.062° 1.9 .G .•O*�� _ tNfwD MNM�=VWQQ a 062" s0.630' 1.993" 0.062• No O 0.062" 7 ?06.3' 06006 440.'0062. Z0.200" 't0.630" 0.630" 0.143' 0.062" . 1 uoD � - 0.971" 0.91� 0.143" WkN1070 o 00' - 0-T, ;t00 � 0.0630 �>0.061.060.6} 069• SUPPORT LEG OPTIONAL i0-0° 5.745 MAX. 1 069- � �Z 5.745^MAX. 3rLa Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o W'Yw 6 SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE D F, WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL C, ON ALL EXTRUSIONS 0.874"�- 2.655" t fI0-L.8l75l• 0.50" O 2.195" .1`9�J 5• II1.230" 0.105" 0.060° -1.229- 0.7 .229' 0.7z.6ss• } wyo�a"o, �s p¢¢� � --I}r-- �yII ,�.•,�g5 I M o 10.105" f in2362'�_ 4.84• ?m< 1.069• 10 0 v L .831° NIIJ,--� -� w Q '^ rt ~ 1.069° ri I, ..� N Oi: , 4.510Sg 0.105" 0.105' 0.105 II 0.075° n 3 0.075• n u� 0 .. .='._..lt_l ! 0.044' E 3 • Y- -4.510" -{ .-..---- -.-----' - - ' 0.994° g �- -� NOTE:TESTED THICKNESS OF 4.510' -3.506' BARE METAL W/O PAINT IS 0.039• O SILL O SILL ADAPTER O EXTENDED SILL10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM t3 6.8 STREAMLINE SLAT/BLADE M SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE h gill 6 d wSSSge t 0.080" 0.407579'0" 1.570' 0.5100 $ i m 0.143• 0.143° 0.341' 06 070• 0.245'0.01.708' 0.143° 0.096" . 60'I �p€G e�59A5� ! A 4.753" c 0.115' c i®0.080" 0.117^ 0.090",y 4.510- r4 0.096" E� I-0.180' L 0.080" SRI R 9 a > 0.080 e 0.044" 0.227' 0.682" 0.630° 0.060', 2 O�YILLiRINI1KL®fWi00PE ` JI 0.693"j _..� 15-2339 NOTE:THICKNESS OF BARE 2.822• 1.625- 0.420'�--�-0.420° I moi, - METAL W/O PAINT IS 0.039• •AQ D , 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL17 6.8 STARTER 18 WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 3 4 3 FRARK L BENNMDO,P.E. 1.950" \\ 111111111 fJf 6PEOWS49 1h� 11 t'•fS_.k^. NK ��0.125" 0.610' STAINLESS STEEL '2�^� ,4 p• ALUMINUM HER OR \�Q.P'.•••'U T ASSEMBLY o 0. 50' 0.357' 0.320"O HOLE ow 0.276' "Fp •;1] v C o z o. !10 x 2-3/4"410 HT S.S. 1 I _A 04Qg4 S 0.88° NYLON ti u w a m INSERTS SCREW W/TC ULTRACOTE �-' 0.591" 1� 9 N 0,0 WHEEL O.lr 20"a 1 NTO COATING n Tf - p N 1.100'-} }0.240' r TRACK (TYPTOP&BOTTOM) N 0.062"-f�- 1 -mom•,• ST4r, .4 g E NYLON BUSHING W/WASHER: ,.•' $r, 'i P '•ORfDA ui I I TYP.AT EVERY OTHER 0.750" 7/16°0 x 1/2"0 INTERIOR JOINT TOP I �i 7 LL uj 5'MAX. 0.870" 0.154"y •0.137' i G� INSIDE]OINr AT TOP. 7/16"0 x 1"®INTERIOR JOINT BOTTOM ���'9C ENG�a 'm o�=� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /f1III11j11 1 g ANGLE ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDERCOATED ?Q �>U SCALE HALF SIZE 22 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT L74y >g � SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE Z^ tm a OR KEY/THUMB TURN OPERATED INSIDE. W W H p -u f-fo.zso• 23 BRASS PUSH LOCK $ W �O SCALE.HALF SIZE o(has:0 R0.155" 1.978" 1.742 2.125' p w RO.50D" 4•�" 0.236" 0j 1.603• 0.500" 1.710' 1.224" 0.267" 0.623' L9 0.790" 0.°90" 0.319" 0.531' °.531' m0.°64' m 0.2 c2.250" j � 0.09ma q r• °.607" 0.607 0.118. 0.224' 0.239" u�'i. N _ $ 0.060" 0.496" 0.240" 111 m� S to �2.750._� 2.000' 1.758' �' �.. 1.� cH°�� 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476° D.16o" oZ,�r o.z40' zm SCALE:HALF SIZE SCALE:HALF SIZE 1.001 0.062 0.062' 0.062° 0.176' 'm 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER ° s SCALE-HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE p �0.062• a g 5 .bg 5.500'x 13/16"WIDE {--}0.400' ;40c• m ~ '� 167' 7/16'0 STAINLESS - � � STEEL NUT 30 n F 0 0.125" I �j .+ CtDI 0.188" p��Qa, 0.438" TTT 5/16-18x1 MACHINE SCREW h .L- TYR 5/16°0 INTERNAL STAINLESS STEEL n 0.121" 4.500" 1 1.0.689" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES SECTION A _ 1.Dso°� ea DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW a �, -1Q INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE c 0,254• 4O0 40b 40c di BOX LOCK SCALE:HALF SIZE n 0.319 �� 35 SCALE.HALF SIZE �- END STRIP -z.000^- f 2" & 3" EXT X1.625'-{ 1.500' �r0.125' e� � 0.125' SCALE: HALF SIZE 0.050" 0.093"i 'T" 0.125" 4m i I EF 0.125" COPNW RN1(LM7W♦DOPE o.zso• m °'093" 15-2339 t SCAM .Ai.f>�.IfON. - 7'000 1 20 ALT. 1" END STRIP21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE s 39 2X7 ANGLE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE @ SCALE HALF SIZE _vSS 5 S . . ', L�EENNMOO,P.E ANY ANCHOR PER ANCHOR EDGE Dom' SCHEDULE®18"O.C. EXISTING DIST. 1 GLAZING SEE END STRIFC .O y4r°aN A�.&GLE: EMBED SPAN WHEN L�r�;SCHEDULE FDIC ' No Ep04 - EMBED. 17 ¢p,'q (INTERIOR) LEG D I II 1/4" OR 6.8 STAR f 17 ..._ .. ...... MAX. WITH 21 OR 2fx�Q �p 'H.Q Mi N.0.062"THICK 6063-T6 ALUM. �•S•,r82- USE EDGE ANGLE 1'x 1'MIN.TO 2'x5"MAX. 21 25DIST. (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACKW/38 ANY ANCHOR PER ANCHOR (2)#10x1'SCREWSAT CORNER TOP&BOTTOM;AND SCHEDULE @ 18'O.C. ATTACH'TO 6.8 STARTER W/1313 #12 x 1/2'GALVANIZED OR S.S.SMS, #12 x 1/2'GALVANIZED OR 30 3/16"0 ALUM.POP RNEf,OR 1/4-20 S.S.SMS 3/16.0 ALUM.POP 6.80"ITYP.1 RIVET Ot11.4-20 MACHINE i USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 0 I8'O.C. ALTERNATE END STRIP DETAIL BOLT O NUT®18"G.C.(EXTERIOR) 5/16-18)JiUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In ce s 9 INSERTS AT1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ plyTYPICAL PLAN VIEW AOM BO OM OF SHUTTER.RECEMNG END STRIP SCHEDULE SCREW BOSSES. Wp HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE:3"=t'-0" 1'HEIGHT. PSF SPAN 1.8/0(2.7") 62 108' 72 100 rneo82 w M)BRASS PUSH LOCK 11 _ 132 OR(1)5/16-18 THUMB LOCKING DETAILS FOR 62 7 SCREW I 0 THREADED 2'BJO(3.7') SEE END STRIP d INSERT 37 AT 1/3 SPAN CENTER MATES ® 72 88' 11 TO 2/3 AN FROM SHOWN ON RANDOM �0 SCHEDULE FOR MAX. Y1{ BOTTOM OF SHUTTER. n SPAN WHEN USING RECEIVING HOLE SHALL BE 30 13 DETAILS 3'810(4.7� 87'1 20,40 a,40b OR 40c, Ham„ 3/8"MAX WIDTH,UP TO 3 HEIGHT. 62 74' H 1/4" OR 6.8 STARTER rn rn 30 ALT.l"B/0 672 iiOw _. ..... MAX. WITH 21 OR 25. :). OOm (z.77 2Z z° 112 81. 40 40 USE APPROPRIATE - --- - - 1.6•X3• 83' 40 20 STARTER STRIP 13 X0.093' S2 87• PROVIDE CLOSURE � o FORliz 857 or 0 81• BUILDING CONDITIONS. E g 23 zt FASTEN STARTER STRIP � I (INSIDE) �0 75" TO TRACK W/(2)#10x1" " a41 SCREWS AT CORNER.TOP 54 XO.1125' 4z 12ir ALTERNATE END STRIP DETAIL $BOTTOM. o Sd In o W z7S i A"f'�� 7 1 SCALE3"=1'-0" ANY TRACK W/SCREW 13 a a m ys 64 1BOSSES. 16• . Y I 73 170 1 tli SILL N a W FOR GREATER SPANS OR LOADS THAN (n 0 SHOWN IN END STRIP SCHEDULE,BID STRIPS REQUIRE A 1'x1•.09D'CLIP ANGLE (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS Z ANCHOR SCHEW1E lIUX3/4'TE% v 13 SCREW OR 1/4-20 BOLT TO END STRIP. u1 30 06w USE(1)BRASS PUSH LOCK USE(1)BRASS PUSH LOCKSCREW (INSIDE) �g yk OR(1)5/16-18 THUMB 13 a a m OR(1)5/16-18 THUMB �gc If II SCREW I 0 THRE AOED 30 Zm INSERT 137OAT RE3 SPAN SILL IIS,SII INSERT 7 AT 1/3 SPAN _zaa l/ tlCI TO TO AN FROM TO TOS AN FROM Ltia BOTTOM OF SHUTTER I BOTTOM OF SHUTTER. (OUTSIDE) ■■ RECEIVING HOLE SHALL BE �5 3/8"MAX WIDTH,UP T p s 1"HEIGHT. 23 wA CC1 TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST 35 30 111fira NTS 13 30 CC3Pfl FPMLBBIWIWPE 13 SILL 31 215 13 3 (OUTSIDE) 15-2339 USE(11 BOX LOCK AT 1/3 SCALEI SPAN TO 2/3 SPAN FROM MOl ntl n BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 1//777 R�9 NTS „a,w SCALE 3"=1'-0" �a 1 5 7 .. - FRANK L BENNARDO P.E. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE s� SPACING Cl CONNECTIONTYPE MAX. 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2- W/NUT @ 12"O.0 OR p / \ SCHEDULE FOR MAX. I� �2, #14 SMS @ 6"O.0 - SPACING (TYP.TOP&BOTTOM) _•D r�1 �pN :1� ALUM. TUBE fO.' L7•, 0~m •. 2 FASTENERS I T EACH ANGLE SEE TABLE ALLOY WN �OR�OR/ Z SEE TABLE A FOR SIZE. wo OR 6 is n 1"z 2"x 1/8'• I I ALTERNATE THRU BOLT o o OR 2"x 2"x 1/8"' Cl CONNECTION TYPE MIN GLASS w 0:w �I � � ALUM.ANGLE ° r 1• REFERENCE ANCHOR SEPARATION La 13 I SPACINGSCHEFORMAX. PERTABLE2 13 ~ N^ Z OLmpy12� THREE 3/16"0 ALUM. ° I '� I� I 2a Gm W o,1`ly 7 dddiiii Qty POP RIVETS OR ° 17 I I I OR DOOR—II GLA X 'n O W app}L'= THREE#12 SMS,TYP. u 3IL''•3W=' 3/16.0 ALUM POP I f �� a=� yce Wd u 17 RIVET OR#125M5 ,..I�_.__ I{,.� 9( Z' by Iu TABLEA(Oc4) (°l 18"O C.'TY \' —__ / RNg7F �OR 6 OR w PRESSURE VS ALLOWABLE LENGTH __ / 0 J A MAY USE MALE OR wo In `\ 27t25c18° 3.W1/B' FEMALE LOCK-SLAT w❑ \I in PSF No B/6 00 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN 62 130' IBB' -' GUICIE TO BUSHING CS'CONNECTION TYPE Cl CONNECTION TYPE Ir _, WASHER(TYP 1 rn m 72 124° 179' C TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �P 82 119' 17Y CC NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. I 19 W � yyya�+ 92 114' I6S SPACING INGLE TOSTUBE ACONNECTION 'o 102 110" 160' �/ m.En 2"x 2"x.125" C 120 104' 14T TABLE B((L4) EXISTING HOST EMBED. 6063-T6 ALUM TUBE - z ISO 9T 131' STRUCTURE 200 1/ 88' 114' PRESSURE VS ALLGTH OWABLE LEN5 CONNECTION TYPE 2IaFx18(0 3 'c118 EDGE DISTANCE REFERENCE ANCHOR PSF m 8! fie// SCHEDULE FOR MAX SPACING I. 113" 166' FASTENER P 18"0 C. ALTERNATE BUILD OUT MOUNT SECTION 35 ' 72 107" 1ST (USE ANY ANCHOR SHOWN Cb SCALE 3"=1'-0" m 82 101" 147" IN ANCHOR SCHEDULE) 92 95, 13T 102 SIT 132" �o `B 1211 83" 122" 150 74" 109" w 200 64" 94' 0 x2"6 3/16 RIVET OR#12 SMS 090"6063-T6 MN GLASS 13 18"O.C. OR 1/4-20 ALUM TUBE TYP. N Z.W EPARATION = Z �° 17 aP PER TABLE NUT&BOLT(TYP 1 a m 2 e� 3/16"�ALUM POP z tt a GLASS X o Z m RIVET OR#12 SMS a0 a �Qa !a ALUM. TUBE @ 18"O.C.ITYP.I Z�w w OR DOOR E In 6063-T6 ALLOY vI n v SEE TABLE B FOR SIZE. X"x 5"x 1/e" F5 2 FASTENERS CONTINUOUS � ((( EACH ANGLE ALUMINUM ANGLE @9 0 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 H yR ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP &\1 7 0 - 6+ ld3 o POP RIVETS OR 56' �G 17 THREE#12 SMS,TYP, w E E 1"x 2"x 1/8" 4 CONNECTION TYPE OR 2"x 2"'x 1/8" ED E DIST REFERENCE ANCHOR T Ile 13 ALUM.ANGLE SCHEDULE FOR MAX ri @ �R USE MALE OR FEMALE SPACING CW(=RFRAWLMWJJ00Pf_ LOCK-SLAT EXISTING CONCRETE, 15-2339 - 13 73 BLOCK OR WOOD FRAMING !E! (OUTSIDE) EE INSIDE SILL MOUNT SECTION IAW11 iON` #12 x 1/2"GALVANIZED SCALE:3"=V-0" OR S.S SMS,3/1 1 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 9� NTS MACHINE BOLT&NUT SCALE 3"=1'-0" a (°l 1B"0.0 I g 4 5 FRANK L BENNARDO,P.E. C5 CONNECTION TYPE • Iwb5+9 REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX. STRUCTURE 2SI,C3PACING SPACING O:w- Cl CONNECTION TYPE 5"MAX 1/4-20 MACHINE 806�f�./ GLASS W GLASS w ❑ o: W/NUT 12"O.C.Oj24.;• OR DOOR OR DOOR w w'- REFERENCE ANCHOR 19 @ No r u in Y r w SCHEDULE FOR MAX. It 14 SMS @ 6"D.C. •• _ =a< MN 13 j=m J SPACING 1/2" (TYP.TOP 8 BOTTB I�• C N; MON. 13 VI N N J GLASS N r z N m /2•• .n Z :�•1 e�1: 1/4"-20 THRU BOLT W/ GLASS 1 m q14 x 1/2"SMS @ 12"O.0 EPARATION X Z Z r w -'0 T wq EPARATION = Q PER w r T LOCK NUT @ 12"O.C.OR E r w r OR 3/16"0 ALUM.POP ¢w a 0 N [S�OR�OR/ 12 x 1/2"SMS 12"0 C.E.S PER z r TABLE 2 a p N n° r RIVETS @ 6"O.0 OR 1/4"0 w w o OR fi //s OR 3/16-0 ALUM.POP TABLE 2 w m ALUM POP RIVETS @ 12"O.C. 4 RIVETS @ 6"O.C. E.S. \ �i Fl{�J� �V R 1/4"0 ALUM.POP RIVETS / 11 AND 3O a r Ld Q i MN GLASS 12"O.C.E S. 1/4"MAX FROM PIN w r w aQ Y1 �D + 1/4"MAX.FROM PIN ASSEMBLY SEPARATION 13 r m m X a m O9 AND OO / GUIDE TO BUSHING 1/2"TYP. GUIDE TO BUSHING PER TABLE 2 r w Z N qQ WASHER ITYP) o WASHER fTYP.) Z i z u J Lu �w.W^ _ ASSEMBLY m GLASS 7� p r m / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR--yl N a 3IL" o BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u / Q a Q r N W d Em / 4 CONNECTION TYPE DIST. SPACING SC E FOR MAX. f M WQ �+ EDGE REFERENCE ANCHOR SCHEDULE FOR MAX. Q / 01ST. SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG,9 0 5 0 y/yyGJJJ REFERENCE ANCHOR EXISTING CONCRETE, °1 ❑ S0 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING SPACING.ALT.FASTENER /2„ 1/4"MAX FROM PIN \ C1 CONNECTION TYPE GUIDE TO BUSHING LOCATION.FRONT AND REFERENCE ANCHOR 1/2" WASHER(TYP.) m Y 1/4'MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. WITH THIS LOCATION a PIN GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE .,.1„>?� $ BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR w n (TYP.) SCALE:3"=1'-0'. SCHEDULE FOR MAX. M.c;a p I.1 EXISTING CONCRETE, SPACING pv g oC / BLOCK OR WOOD FRAMI EMBED. 3m. WW BUILD OUT MOUNT SECTION 's paQ TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" d BLOCK OR WOOD FRAMING p EXISTING a � .0p NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET, EDGE DIST q CONNECTION TYPE STRUCTURE °1 di THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION NAS SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS ANO IS m E E R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w ,, 5 6 SPACING SPAC NG SCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 q OVER THE GAPS BETWEEN SECTIONS. 1/2.. 1a7RO2 W w r l7 N tV ¢ r w p GLASS MN OR DOOR GLASS 13 m w #12 x 1/2"SMS @ 12" SEPARATIO w= iJ w❑m O.0 OR 3/16"0 ALUM. PER IA o N Q 73 r in i❑ @ r m� POP RIVETS @ b"O.0 TABLE X o Z r GLASS OR MIN GLA 0 i w i g r m i❑•- OR 1/4"0 ALUM OF G CC DOOR p 2: z u m i9 E MtgN i F Z i m RIVETS @ 12"O C E u w PER TABLE 2 X Z O z, SEPN L7 N Q Q w❑a €� a PER4w(x1r O7 AND 1/4"MAX.FROM PIN iJ"m e 1/4-20 S 5 MACHINE0 a ASSEMBLY 1/2" GUIDE TO BUSHING e SCREW 8 NUT @V' 1/2• TYP. WASHER(TYP.) E.- 12"O.C. GLASS 1/4"MAX.FROM PINOR DOOR "MAX.FROM PIN m _ w 4 CONNECTION TYPE 1/2"` GUIDE TO BUSHINGIDE TO BUSHING O WASHER(TYP.)SHER(TYP) EDGE REFERENCE ANCHOR ISTING CONCRETE, DIST. SCHEDULE FOR MAX RRWRLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 AMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scum 3"x 1/4"CONT. CONNECTION TYPE #12 x 1/2"SMS 12'. SCHEDULE FOR MAX SPACING PAGE�° SPACING.ALT FASTENER EXISTING CONCRETE, 063-T6ALUM.ANGLEFERENCE ANCHOR O.C.OR 3/16"0 ALUM, LOCATION,FRONT ANDAY BE REVERSEDHEDULE FOR MAX. POP RIVETS @ 6"0 C. BACK ANCHORS NOT REO'DBLOCK OR WOOD FRAMING ACING S SHOWN DASHED) OR 1/4"0 ALUM.POP WITH THIS LOCATION w C 12"O O . .p WALL MOUNT SECTION RIVETS @ O CEILING / INSIDE MOUNT SECTION F WALL/BUILD OUT SCALE:3"=1'-0" SCALE:3"=T-0" SECTION SCALE:3"=1-0" 5 S , ,F�(�NNL9BENNAPDO,P.E. FIN GLASS w .. 1111 7. 4/pgnc GLASS SEPARATION z OR DOOR PER TABLE 2 13 0 0 `` •• .•LI �••. 0= GLASS OR ;.' r F a Z DOOR =* No P 004654 ' =w Q DOORS OR MN.GLASS _ �! N SEPARATION --0 •N Q ¢ MN CLASS w PER TABLE 2 1- SEPARATION r m STq • f w r PER TABLE 2 w r Q 1+ F<p HL 1 Ln w -_ — u= how i =z� /��IIIIIF�1 �wc=i r 13 X wKM 13 M zoo 94 994 l7'� JI _ /2" 1 f -ou z Cl CONNECTION TYPE X "`^ K pt Zm¢ z& {- - 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR 0 z l E�di B TO BUSHING WASHER(TYP_) a In SCHEDULE FOR MAX. ua WW ��O�j^ TWO 1/4"0 WOOD 50'. SPACING a'n y z LAG SCREWS Cal 24" C4 CONNECTION TYPE } .250" Ow 0 C.MAX.WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX. N "T"INTO CENTER OF 2X STUDS SPACING w r I 1B ~ /❑N M /m 18 EMB "T• 14 SMS @ MIDSPAN BETWEEN /w DIST. �w O r STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE / PLYWOOD& TUBE CONNECTION �I STUCCO FINISH 1"x 4"x 125" ti 6063-T6 ALUM TUBE � O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W=� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3"=1'-0" ft$f EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY 5.E*M O SCALE:3"=1'-0" ALS,.TO Zm °C _g m sg E 3g ACCORDION SHUTTER w a SZ PER PRODUCT APPROVAL r o w i r I —GLASS r o g "N.GLASS OR DOOR r I SEPARATION 13 7 N m N ° PER TABLE 2 = EXISTING WOOD(G=O 42) R APPLICABLE AT TOP z In z TRUSS OR RAFTER g .� AND OR BOTTOM Q as X c (al 24"MAX.D.C. 2"OR3- E M EXISTING FINISH I I I MATERIAL 1/4MAX.FROM PIN GUIDE lJ2'MIN. "5 6 2"x 5"x 1/8"6063-T6 ii O p tl 8 O TO BUSHING WASHER ITYP) I o ALUM.ANGLE W/THREE 8 2"%3'xl/e xCON7IN0005 OR 2.175' 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG 2"x2"xYe"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" I tlt) 6061-T6 ALUMINUM ANGLE MINIMUM THREADED �� �Ia,�a�a 3/4"PLYWOOD PENETR "T"IN WOOD(al 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT(al 7"O.C. EACH RAFTER OF TRUSS. O ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 F OR 5/16"0 A325 GRADE THRU BOLT Cal 12"O.C. 24"O.C.MAX.WHERE EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V,OR S S ANGLE EXTENDS BEYOND ppR'' (�q+ HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE ep EN O �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN w d V4 0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN EMB. 0: 3-FRO ENDS AND 4"O.C. NEXT TRUSS, :� 2-1/2'MIN. STRUCTURE(3000 F51 MIN) OR 1/4"0 LAG SCREW(a1 9"O.C.W/1-7/B" rw» FOR BALANCE WITH 1�'�" MIN.EMB. IN WOOD SG=0.42 TO 0 55 r =w eB MIN EMBEDMENTAND 2 ' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: -. !�R EXISTING CONCRETE, _ MIN EDGE DISTANCE, t 62 P.S.F. -.2104 r z u m STAGGERED WITH 3'MIN. HOLLOW BLOCK OR / L7 o N G OWflWFFJML®KypOPE MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING,SEE X w 0 zr 2"x 5"x 1/8"CONT. SPACING,TYP. f 52 P.S.F. ANCHOR SCHED. ALUM ANGLE(6063-T6) X z o a 15-2339 yt1 BUILDOUT MOUNT BASED ON TYPE OF ` o vti - a HO STRUCTURE JL Q FAGl DQ1Cl>pROM. SCALE:NTS IMAX.DESIGN LOAD x 72 P S F) Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE:3"=1'-0" O �9 SCALE:3"=1'-0" 3 3 EXISTING HOST ALT.LEG DIRECTION ��20U46547 NAREO,P.E. STRUCTURE EMBED/4'ALL LN CONCRETE OR HOLLOW SOLID SET RS WITH MINIMUM '/ 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE �.'•• ASSEMBLY UMINUM TOP OR BOTTOM -- I (ANGL0E53PER BEAM END,SIZE 0 6549 - I 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - DESIGN SCHEDULE ' -- ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT(� O,O'•, F EDGE OF ACCORDION ~Paj.' z z 12'O.0 OR*14 x 3/4"SMS 6'O.C. SHUTTER BLADES L u �1 3.5'MIN w T1PIC'AL 1/2'MAX, �,., /�77 4�l •€ 3'MIN m f� EDGE 3 16Q U <m� LL 2.875.0 HOLE(T'O RECEIVE DISTANCE c N z Q ROUND WINDOW ASSEMBLY) EIPARA ON t3 o uJ- IZW ¢C4 S MAXIMUM OF 3 WINDOWS EXISTINGTAR] p o �3 � PER EVERY OTHER BLADE GLASS DOOR w rL NUN U1W4 w s LIGHT-N-VIEW WINDOW fWo EDGE go N.T.S. 3'MIN �� W 8 N.T.S. EXTERIOR ELEV p DIST N zmm 5 6 7� £O O p 3 161 Lk /4"MAX.FROM PIN GUIDE 10 °•ryy W a Z Z TO BUSHING WASHER(TYP.( 1/4-20 MACHINE BOLT W/NUT 1/2" ACCESS12"O.0 OR#14 x 3/4'SMS 6'O.C. HOLE2.875'0 HOLE TO SPAN TUBE PER RECEIVE ROUND EMBED. DESIGN SCHEDULE . WINDOW ASSEMBLY - o: (2)6063-T6 ALUMINUM N� 21 AX. ANGLES PER BEAM END,SIZE c e O m EXISTING PER SPAN TUBE SCHEDULE p•o c d HOST 1/4.0 THRU BOLTS SEE BEAM amm STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN F g E ED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM E rr IG 0.125' -{�-0,125" SPACING,AND 3"MINIMUM EDGE DLSTADICE 7 0.032' 0.032'x{ III MAX.DESIGN LOAD-:h 72 ---- 3 SPAN TUBE SECTION 0.196" \ \ 8 N.T.S. VERT SECTION z � SPAN TUBE SCHEDULE \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE ROUND TUBE SHUTTER SPAN THRU-BOLTS ANPER LENGTH ASSEMBLY SIZE ANGLE z WINDOW SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 9 1 TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a I \ M 80" 123.8' 135.2• 2 2 2 3 4' r y 2k5k 88' 101.r 106.9' 2 2 3 3 r 7- ¢ a 0.125 123' 89.8' 94.4' 2 2 3 3 r r n6k 60• 129.1' 1 r 57.0• 2 2 2 3 4' �¢ L / \ 0.125, w 114.8" 124.1• 2 2 3 3 r r FF�e 123" 1028• 109.5 2 2 4 4 10" 10' 60' 138.0" 196.81 2 2 3 3 r r e 02.875' --' }-'{0.188" S'x 96" 122r 155.T 2 2 3 4 r 10" 03.250' 123" 115.4' 1375 2 3 4 5 10" 13' ' 60. .171 158.1• 240.' 2 2 3 4 r 10" 9ey `\ / 0.1875• 140.8" 229.9" 2 3 4 8 10' 18' (� •�Q 29 LIGHT-N-VIEW WINDOW / 123• 132.2 203.1' 3 4 5 7 ir i9NDxM11111t7RLVKL18NAfWDE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB / SPAN TUBE SCHEDULE NOTES: -" x x x x 4'ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 2. USE 2'x5'xl/4'ANGLES FOR 2'x8"&2"x10"BEAMS. SCALM 3. USE BEAM SCHEDULE FOR DETAIL 3/8. EAp DtfOCrtIONs 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 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 ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT$ WED. no 7, ALL BEAMS AND ANGLE TOE 6063-T6 ALUMINUM. S 1 1 ANCHOR SCHEDULE: CONCRETETRANwx6BE"NARDO,P.E 111 1 'PL 49 P• 2.5'MIN EDGE DISTANCE Scans Ua 70 6'•0" 5 ns U To 8'-3" Spans Up To 12'-0" rn LOAD CONN TYPE\, CONN TYPE CONN TYPE ��: •.Q s ANCHOR (PsQ C1 C2 C3 C4 CS C! C2 G3 C4 CS C1 C2 C3 C4 CS =*: NO PE004 1/4'ITW TAPCON OR EZC 43 16.0"16.0"15.0"16.0"16.0"16.0•'16.0" 9.0•' 13.0"16.0"16.60" 9.5" 5.S' 8.5" 14.5" _ ULTRACON WITH S-3/4" 53 16.0"16.0"10.5"14.5'16.0"16.0"12.0" 7.0" 10.5'36.0"15.0" 7.S' 4.5" 7.5" 10.5' EMBED(3192PS1 MIN CONC) 62 16.0"16.0" 8.5' 12.5"16.0"16.0" 9.5' S.5' 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5' '• "7 I 70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.S'15.0'• 7.5' 4.5' 7.5" 10.5" 7 / 8 COMBINATI01%O STATED Z4>.' 100 15.0" 7.S' 4.5" 7.5•' ID.5"15.0" 7.5' 4.5" 7.5" IO.S'15.0" 7.5" 4.5" 7.5" 1p.S' 2 z S(TYP 1 9 /S COMBINATI0r1,�� F(ORID "m 1/4•MILLENIUM MILLFASi 43 16.0"16.0•'15.0"16.0"16.0"16.0•'16.0•' 9.0" 13.5•'16.0"16.0" 8.5" S.S. 9.0" 13.5" �/is .... WITH 1-3/4'EMBED(3275psiF43 16.0"16.0•'11.0"15.0"16.0•'16.0"11.0" 7.0" 10.5'16.0"13.5' 7.0" 4.5" 7.5" 9.5" D s/ANAL oN= MIN CONCRETE) 16.0"15.0" 8.S' 13.0"16.0"16.0" 8.5' 5.5" 9.0•' 13.5'13.5" 7.0" 4.5" 7.5" 9.5" /TT 11111 � CoQ Q 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" 111 g 13.5' 7.0" 4.5' 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5' 13.5' 7.0•' 4.S' 7.5" 9.5" � QL m g =13 13 1/4'ELCO CRETEFLEX SS4 S6.D"16.0"16.0"16.0"16.0•'16.0 16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" 2 x S(TYP.) W� O9{N fW/2•EMBED(3350Ps1 MIN 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"1S.5"16.0"16.0"10.0" 6.5" 11.0"14.0" px+01SCONC) 16.0"16.0"12.5'16.0"36.0" 6.0"12.5" 8.0" 13.0"16.0"16.0"10.0•' 6.S' 11.0"14.0" 3 IC 15516.0"16.0"10. 16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 110"14.0" MWi w 16.0"10.0" 6.5' 1.1.0"114.9'116.0"11 0.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0•'14.0' W W ui 1'MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING .Wim cl C2 c3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS Fi 1/4'ITW TAPCON ORELCO 43 16.60"16.0" 7.s" 8.0" Ifi.a'16.0.16.0" s.o" s.5" 16.0"16.0" 9.0" 3.0•' 4.0'• 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53 16.0"16.0" S.S' 6.5" 1fi.0"16.0"12.0" 4.5" 16.0"14.5' 7.5" 10.0" - C2 CONNECTION TYPE USING PIECE OD WITH OUTSIDE ANCHORS ONLY EMBED(3192psi MIN CONC) 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE Q WITH 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"19.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.S' 10.0"14.5' 7.5" 10.0"14.5' 'b 1/4'MILLENIUM MILLFASi 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" w� WITH 1-3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0"16.0 9.0" 5.0" 7.S' 16.0"10.5' S.5" 5.5" 7.5' ANCHOR NOTES: MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5' 11.0"10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING F•a 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" IO.S' S.5" 5.5" 7.S' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 1�,1 100 10.5" 5.5" S.5" 7.5" 10.5' S.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5' LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). z 1/4'ALL-POINTS SOLID-SET 1-1/4•MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �m< u ANCHOR W/7/8•EMBED& C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINES 43 16.0"16.0" B.S' 10.5"16.0 16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m g (30DOpsi MIN CONC) 53 16.0"15.0" fi.5" 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0•' 7.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0"11.0" 5.0"17.0-116.0-112.5." 6.5' 3.S' 5.0" 10.0"10.0" 5.0" 4.0•' 7.0•' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5 j +0 70 16.0" 9.0" 4.S' 6.0-115.0"110.5" .0" 16.0"10.5" S.S' 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" o g 100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m g 1/4'ALL-POINTS SOLO-SEf ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 CA CS C1 C2 C3 C4 C5 CONNECTION TYPE.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•'51.5'16.0"116.0"116.0' 11.0" 7.0" 11.0"16.0" CONNECTION TYPE. R (3000ps1 MIN COI 53 16.0"16.0"13.5'16.0"116.0"116.0"14.0" B.S' 13.5"16.0 16.0" 8.5" 5.5" 9.5' 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"1o.5"16.0"16.0"16.0"11.0" 7.0" 11116.0" 8.5" 5.5" 9.5' 12.0" ONLY. •Ile {,� 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.S' 9.5" 12.0" 1'� 100 16.0" 8.S' S.5" 9.5" 12.0' 16.0" 8 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED .5" 5.5" 9.5" 12.0"16.0" B.5" 5.5' 9.5' 12.0•' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT tL' 2-5/8'MW 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 C2 C3 C4 CS Cl C2 C3 C4 CS 5 1"EMBED(3DOOps1 MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0 12.5"116.0"114.9' 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0"16.0" 9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQDATE WOOD FRAMING 3 &9 s r7LL1 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR 62 16.0"12.5" 7.5" 12.0"16.0"14.5' 7.5" 5.0•' 8.s" 11.5'11.5' 6.0" 4.0" 7.0" S.o" SIDE CiBNRE PIECES. a�x1 qq �aA '� 70 16.0"10.0" 6.5" 10.5'16.0•'12.0" 6.0" 4.0•'17.5"19.0" 11.5' 6.0•' 4.0" 7.0" 8.0" 100 11.5' 6.0" 4.0" 7.0" 8.0" 11.5 6.0 4.0•' 7.0•' 8.0" 11.5' 6.0•' 4.0" 7.0•• 8.0" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4•(MIN.)WOOD STUD.3/4' � 1/4•POWERS 55 DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL c W/1/4-20 SS DOLT AND Cl I C2 C3 I C4 I CS I Cl I C2 I C3 I C4 I C5 I Cl C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. yl 1"EMBED(3000p5 MIN 43 16.0 16.0"15.0"16.0"16.0"16.0"14.5' 9.60" 13.5"16.0"15.0" 7.S' S.0" 9.p" 12.0" 9., MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN e CONIC) 53 16.0"16.0"10.5'15.0"16.0"16.0"10.0" 6.5" IO.S'16.0"12.0" 6.0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 12.5'16.0"15.0" 8.0•' 5.0" 9.0" 12.0"12.0" 6.0 4.0" 7.5" B.S' HEAD(SIDEWALK BOLT),U.O.N. 91 1..0;;! 70 16.0"10.5" 7.0" 11.0"16.0•'12.5' 6.5•' 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. a •� 1DO 12.0" 6.0" 4.0" 7.5" 8.S'112.9'15.0' 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" ` ' C 2•MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, kill NO I S12 SMS W/2'EYEWALL CI C2 C3 T c4 C5 CS C2 C3 C4 CS CI C2 C3 C4 CS NUT OR WASHER WINGNUT. COP/ROI FWML®R%M0PE ARMOR INSERT W/2"EMBEDE4316.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0•'16.0" 9.0" 4.5" 6.5" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (200opslMIN CONIC) [14.0" 16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.S' S.5" 10.0"15.0" 7.0" 9.S' 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.S' 5.5" 10.0" 12 WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT 8E USEDTO DRILL INTO HOLLOW BLOCK NOR SHOULD IMPAR DRILLS BE USED TO INSTALL PA®12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.S' S.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5' 10.0"14.0" 7.0" 3.S" 5.5" 10.0" *12 SMS W/2.75•EYEWALL 16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0•'16.0"16.0"11.5" 6.0" 9.5" 16.0"ARMOR INSERT W/2.S 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"EMBED(20o0p51 MIN CONIC) 16.0" 9S' 13.5"16.0"16.0"11.S' 6.5" 9S' 160"16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 8.0" 11.5"16.0"1fi.0" 9.5' 5.5" B.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0". 9.0" 5.0" B.o" 13.0"16.0" 9.0•' S.0" B.D" 13.0"16.0" 9.0" 5.0" B.0" 13.0" 3 } } • - . • z449JJ MM MEM MEM MIN CONQ �m©�mDmDODDmD©mOm0000mD©m�m0�0© 11/4 '//////%%//%%//A1%%///%ua9u%////.mmm%/////.%/////EMIMM/////%/////%////%'////// m%//%%////%%//%%///%%///,'/////%%%%%////O,%/////.%/////.%/////,%/////.%////%/////////////.m%/////.%/////."%//////"% ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKL BENNARDO,P.E `IIIIIIJII! 0PE0046549 ,..a•"K 2-MIN EDGE DISTANCERl - ,Q7 ySpans Up To 8'-3" Spans Up To 12'-0' ��`0LOAD CONN TYPE CONN TYPE CONN TYPE `C •o ANCHOR (psf) NoP= Cl C2 C3 CA CS Cl c2 C3 cn CS c1 C2 c3 C4 CS EOOg6� *12 SMS W/2"EYEWALL 43 16.0"16.0 7.5 9.0 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5 4.0" 7.0" 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.S' 3.5' 5.0" - * UI -b N 0 a EMBED 62 14.0' 7.S' 4.0" 6.0" 14.5" 9.0" 4,S' 4.0" 7.0" 7.0" 3.5" 3.S' S.0" -N = s 3.S' S.5" 12.5" 7.5" 3.5" 3.5" 5.5, 7.0" 3.5" 3.S' 5.0" O'n' STATE OF Ulm yyy$y I 100 7.0" 3.5' 3.5" 5,0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5' 9.0" �i�S '��ORIOA ••' �� 8 ANCHOR SCHEDULE: WOOD (G=0.55) �Nq�fcN , W �N 3/4'MIN EDGE DISTANCE I I I L I I I1, III�111fff O W U g W tj Spans Up To 6'-0" Soaps Up To 8'-3" Spans Gi LOAD CONN TYPE CONN TYPE CONN TYPE L{!u� G O _ ANCHOR (� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W 010 z 1/4-LAG SCREW WITH 1-314 43 16.0"16.0"111.5"12.5"16.0"16.0"16.0" 14.5' 4.S' 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0' 6.0" 7.0" 16.0"16.0"11.5' 4.0" 5.0 16.0 N O.'e:x w 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5' S.0" 6.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" O pj iu 70 16.0"16.0" 6.O" 7.5" 16.0"16.0"12.5' 4.0" 5.5' 16.0"16.0"11.5' 4,0" 5.0" 16.0" �O 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0 16.0 11.5' 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" IS.S' 8.5" 4.5" 4.5" 7.0" 0 1.13'MIN EMBED®1/4-20 53 16.0"10.5' S.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" t, SS 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" m 2 .1...0 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" i"0 100 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 *14 SMS OR*14 WOOD 43 16.0"16.0"12.5'14.5'16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5 S.0" 7.0" 16.0" y.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"16.0" 9.5" 4.0 S.S' 13.0" W 1{ THREAD PENETRATION 62 16.0"16.0 7.5" 9.5" 16.0"16.0"11.5' S.0" 7.0" 16.0 16.0" 9.5 4.0 5.5" 13.0" F S•_+ 70 16.0"116.0"16.5" 8.5" 16.0"16.0"10.0" 4,5" 6.0" 14.0"16.0" 9.5 4.0" 5.5 13.0" y [� 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5 4.0 5.5 13.0 16.0" 9.5" 13.0" ANCHOR SCHEDULE: WOOD (G=0.42) m< 3/4-MIN EDGE DISTANCE �p S Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" rn �� CONN TYPE CONN TYPE CONN TYPE E g _ ANCHOR ( Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0"P4.O 16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.S' 3.5" 4.5 15.0" a m MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 16.0"16.0"12.5' 4.S' S.5" 16.0"15.0" 7.5" 3.0" 4.0" 31.0" n 62 16.0 16.0" 5.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" O a 70 16.0"13.5' 4.5" 16.0"16.0' 8.0" 3.0" 4.0" 11.5'15.0" 4.0" 11.0" L - 100 15.0" 7.5" 3.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" q c $145M5 OR Y14 WOOD 43 16.0"16.0 8.5" 16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 16.0"16.0". 8.5" 4.0" 5.5' 16.0"10.5" 5.5" 2.5" 4.0" 7.5" e 8 THREAD PENETRATION 62 16.0"11.5" SA" 16.0"13.0" 6.5" 3.5" 5.0" 10.5'10.5" 5.5" 2.5" 4.0" 7.5"70 16.0' 9.5" 4.5" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.S' 100 10.5" 5.5" 2.5' 4.0 7.5' 10.5" 5.5' 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK aA � 4'MIN EDGE DISTANCE Spans Up To 6'-O" Spans Up To 8'-3" Spans Up To 12'-0" d LOAD CONNTYPE CONN TYPE CONNTYPE EE O _ ANCHOR (C Cl C2 I C3 1 C4 I CS Cl I C2 C3 C4 I CS Cl C2 I C3 C4 CS 5/16-ITW TAPCON XL W/ 43 16,0"16.0"16.0"1 16.0"16.0"16.0"116.0"15.0"16.0"16.0"16.0"15.0" 9.0 14.0 16.0" a 6 d 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0 16.0"11.0"16.0"I6.0"16.0"12.0" 7.5" 12.0"16.0" 62 16.0"16.0"114.0"16.0"16.0"16.0 15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5 12.0"16.0" e 70 16.0"16.0"11.5'16.0"16.0"16.0"12.5' 8.0" 12.5"16.0"W11 12.0"16.0"100 16.0"12.0" 7.5' 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 12.0"16.0"5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"1fi.010.5" 6.5" 9.5" 16.0" 6.5" 9.0"2-1/4"M1N.EMBED 53 16.0"13.5" 7.5' 11.0"16.0"14.0" 7.5" 7.5" 13.5" 6.S' �INUBRtWtLmMMpOPE62 16.0"10.0" 6.0" 9.0" 16.0"L1.0" 5.5" 6.S' 9.0" 6.5" -2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.S' 7.0" 6.5'0= 100 9.0" 5.5' fi.5" 9.0" 5.5" 6.5" 6.5" .. PACM D®Ol19TIon. l�7 2'MIN EDGE DISTANCE Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 04 CS ' Al2 SMS W/2-EYEWAU 43 16.0'16.0 9.5 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5 3.5" 5.5' 11.5' °�•� ARMOR INSERT C�W122'.EMBED 53 16.0"16.0" 7.0" 9.0" 16.0 16.0" 9.5" 4.5" 6.5" 16.0"11.5 6.0" 3.0" 4.5 8.5" e--u�r• 70 16.0"10.5" 6.5" 16.0"12.5" 6.5' 3.0" 4.5" 9.0" 115" 6.0" 3.0" 4.5" 85" !/ !/ 9FOR ANCHOANCHOR R NOTES. 100 11.5 6.0" 3.0" 4.5" 8.5" 11.5" 6.0 3.0' 4.5' 8.5' 11.5' 6.0" 3.0" 4.9" 8.5" LJ y 5 S