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HomeMy WebLinkAboutProduct Approval r BCIS Home Log In i User Registration "� Hot Topics Submit Surcharge Stats&Facts j Publications i Contact Us i BCIS Site Map i Links ! Search Fbdd �� : Product Approval ■ '.USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 �eu �; •1 Application Status Approved Comments' "' i Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank 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 i I ' Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Equivl.pdf FL13757 R6 Equiv Equiv2.pdf 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.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo, 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 Evall.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. Bernardo, P.E. PED046549 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. Bernardo 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 Bark tYa=_xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coperight 2007-2013 State of Florida.::Privacy tatement::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 45S,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 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: 1 .,;t R99 RR Credit Card Safe 6.8 STREAMLINE SHUTTER '!''/B EO141111 NAR,-_ FOR USE WITHIN AND OUTSIDE THE HVHZ q GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PE004654 _ CODE SIXTH EDITION(201,7 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O '•.... STATEOF 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 '•`<ORIOP.•' w v"�i $E DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S W~ REQpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE / R/TC�N (J] N u my FLOhIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN o = a PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z� w W U„ 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV BY A 1.5 SAFETY FACTOR. Z!� p$ � S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND LLLLLLLLIIII N 1 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W 0''w x z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. 3 S 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y N w s x w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a c w 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. a 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q TM y Y 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q �g.s m CONTRACTOR DOES NOT.DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR S m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM J c e THE STRUCTURAL SUBSTRATES DETAILED HEREIN. / ■ . c�. it m�, 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK , G SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE w DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E 13. EACH Io ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS g INFORMATION: TOWN&COUNTRY INDUSTRIESa FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 1 r� R FLORIDA PRODUCE APPROVAL NUMBER TABLE 2• N.T.S. EXTERIOR ELEV ry 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 n KALL BOLTS AND.S.I. NG _ SHALL BE STAINLESS STEEL WITH15. MINIMUM TENSILE ASTRENGSHERS TH OF 601 K.SII. U.O.N. OP)RIVETS SHALL BE 1/4-0 OR 3/16-0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR Bd BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES ? � 9 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER @ �A 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. F 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS $ d Y3 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 GRADEsi g s! g 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" 1-5/8" 2-3/8" 15/8" R 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" 6 TABLE 1: TABLE 1 NOTES: 120" 4-1/8" 2" 4.1/4' 2" a p3 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" s ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: i MAXIMUM ALLOWABLE DESIGN PRESSURES1. VHZ:DEFINEDMIAMI-DADEANDOWARDCOUNTY Y SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NF6FrHVHZ:DEFINED AS ALL LOCATICOUONS OTHERTHANMIAMI-DADELCOUNTY AND BROWARD COUNTY CWMaHTFRAWLBB iW=PE POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER 11oluI5T.__ 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3.'NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND - SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A v A ucsauvnox: PSF pgp DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL . 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTEDFOR SPANS BETWEEN THOSE "b 120" 53 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM11 5u1 144" 43 40 E1996-09. .. ��\`% ++�A ANN L 549 NARDO,P.E. PROJECTION VARIES 0.115" � 2.874° 4.874'MAX. L •• 0.125" 0.062" 0.450° �t *..63 :• ND r'E0046549 _ N N 1.708" 0.100" 1.830° 0.062" _ �" •O _ N 1.708° 0.100" � " -� •* b 0.195' .�- --n. S 0.195" 0� pg6^ � 0.060" 2.620" tAT 0.070" ry ,cF OFT 0.125" 0.630" 62" 1.908" - eO/z W m 1 e t 'u, 1.993' m0.630" 0.062" 0.062" .^a -1- -� G ui u 0.630" L 0.143' p,p i,.N it o-ry !R�• 9,.069"-{ } }0.971" 1"1 0.143" N +++IIIII�I II WWJJ oN= :O:U60"0.062" 0.200" }-1.069 0.062" 0.200" 0.630" 0.06' "' 00062" � ZQ1.069" I �rq9 ®5.745"MAX. �SUPPORT LEG OPTIONAL }-1.069"-} 0.062°� x1.069'-4 0.062" 0° Ww oN W �_ 5.745"MAX. 3 LL u Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o LU W SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Cl M WHERE SHOWN,SCREW BOSSES ri &FELT GROVES ARE OPTIONAL uNi -ON ALL EXTRUSIONS 0.874"j- 2.655" 0.875" 2.195' 10.510" 2.195" 1230" w?1 1 229" 0.105" 0.060' L___ 3 C p.7�5' 7Cbpm r-2.655 O _ '0 6 �� � zm .__ •�F m o ! 0.105" 4.84" Iwy 1.069" " ri .831'i I SO N ` m ;�.�i-_; e 0.105 n 0.105"• i 1.069' 10.105° N I� m I N 0.075' n O II ! 0.075" 4.510' -= f N Is � .r E i N C"U 5 0 �4.510"�`_ ;--__�- L.__.�� 0.994"� 0.044" •� 3g 1 NOTE:TESTED THICKNESS OF 8 0.781' �4.510"- } 0,07 3.506' v_ � BARE METAL W/0 PAINT IS 0.039° � R OSILL O SILL ADAPTER O EXTENDED SILL �D EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE r® SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE �s� SCALE.HALF SIZE o p b gel n }I 1. t ^ -IL it s7o^ " o 510- 0. lo^ 0.143" 0.143° 0.080p.s9o° D.3a1° 1O .o70"-{��-To.2a5'9 708' 0.143" 0.096° o .060"0 "0.115° 080. 0.1174.753" n=S! CS46 g@g@g@g g 4.510" 0.090"r�iry 0.096" �:_•I® a¢��� � }-0.180"" N .I 0.080" Ing 9-�! � (? 0.080 0.044" 0.227" 0.682" 0.630 0.060" �-i 07 MGSrHOIN(LBeIR&MOpE 0.693" _.I 15-2339 NOTE:THICKNESS OF BARE 2.822 "-� 0.420" SCALE, METAL W/O PAINT IS 0.039' PAGE DESCRIPRONI 75 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �gb WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE _ N, FRANK L BENNARDO,P.E. 1\11111111111/ 0PED046549 0.125" 280•L1 NYLON WASHER ORK -{� 0.610" STAINLESS STEEL I D" ALUMINUM �( LI T ASSEMBLY TT���� IlL qfr, 0.357' 1 0.320"0 HOLE cwx''50" 0.276° , *•. NO'OF oN w #10 x 2-3/4"410 HT S.S. _ I OD46,140.880 NYLON ,4 v a m INSERTS SCREW W/TC ULTRACOTE 0 591" * 9 g 0.05 WHEEL ,.,O 0.1[ 20"-or' INTO _ -0' �I�L �D 1.100'-} }-0.24D° 1-tL- r TRACK (TYP TOP&BOTTOM) N 0.062"- TATF p V s 1 O/ WPI 8 S NYLON BUSHING W/WASHER: • �j �Rlpq .,.•' ui m¢$ m }- 5"MAX. TYP.AT EVERY OTHER 0 870" 0.750° 7/16'0 x 1/2'@INTERIOR JOINT TOP M 0.154.4 0.137' ��i�/b •• \� (q �y LL 7R m INSIDE JOINT AT TOP. 7/16'0 x 1-@ INTERIOR JOINT BOTTOM ,q NG • CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ////++IEI 1111111 Z W OOj U " o 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED a s 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE v m z SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Z^ t OR KEY/THUMB TURN OPERATED INSIDE. W W O ry C9 w f }0.250" 23 BRASS PUSH LOCK 0,Lu oo; SCALE:HALF SIZE N W dxw RO.155" 1.978• c w d 2.125' �O RO.500" 4.000" 0.236' 1.742" 0.286" 1.603' 0.267" 0.500' 0.623' 1.710" 1.224" 0 0.790" 0.090" 0.319" m 0.531" 0.531" m M 0.064" M ry 0.2 X26, o m ILI 2.250" 0.09 ^ 26 " -r' 0.250" I o o �6' _ Tr 0.607 0.607 �+ W Y 0.118' '11-0.224' 0.239' N ' I n mna I� u'^i N 111 q I I }---2.000' 0.060" 0.496" 0.240" �.I rn m 1�2.750''} 1.758• 9 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476• 0.160" ~~ o,ZZZ.�`r o,zao^ =m cc s SCALE:HALF SIZE SCALE:HALF SIZE t.00140.062" 0.062" 0.062' -0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER f SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE / p X0.062" • o g 5.500"x 13/16"W DE }-}0.400" ;cD� 7/16"0 STAINLESS '� 167' STEEL NUT o T � 30 0.125" o�^ 0.438" d 0.18B 5/16-18x1 MACHINE SCREW L TYP• 5/16.0 INTERNAL STAINLESS STEEL a H 0.121' 1 10.689' POWDER COATED,ZINC DIE-CAST THREAD I HIM 8 4.500 _ HEAD STYLE VARIES m°.a { a `� 8� :7D � DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW a _1Joso^ INDUSTRIAL SYSTEMS O(OPTIONAL) O SCALE FULL SIZE O SCALE:FULL SIZE �` c +o,254" 400 40b 00c 35 BOX LOCK SCALE-HALF SIZE 0.319 END STRIP 1" st SCALE:HALF SIZEd m f-2.000---1 2" & 3" EXT � {--1.625^ j 1.500^ �ro.izs^ d 0.125" SCALE: HALF SIZE � 0.050"0.125" 0.093" _ a a FO08855� c 0 0.125" WPVIE(9RFIW0(LBB W OPE o o 0 0.093" ^'I 0.250° g P 15-2339 1 ry PGEh PAGE DESCRIPTIONI 7.000" - 2p ALT. 1" END STRIP 21 1.5"x3'•x0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 2X7 ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE FpgN�L,g9/BEN/NARDO,P.E: �1l LI PEOD469s I.`'`v'.1 ANY ANCHOR PER ANCHOR EDGE SCHEDULE @ 18"O.C. EXISTING DIST. l BOSS GLAZING SEE END STRIFC {� ry SCHEDULE FOR t+IRXi No E004 $ A .ANGLE EMBED yA ry ° SPAN WHEN USI�(G, _ BS�g LEG D RECITON 4 R 20,40a,40b(740c, ID EMBED. 17 z 4~ (INTERIOR) II G p,ar 1/4" OR 6.8 STAo pHp 17 �� _ 17 MAX. WITH 21 OR 2� �O w'a� MIN.0.062'THICK 6063-T6 ALUM. % •'•• •d(F' 3"+ EDGE c_ 30 ANGLE 1"x 1"MtN.70 2"x 5"MAX. 21 25 14 H>$ DIST. (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ �/1 11L71 U 8 ANY ANCHOR PER ANCHOR (21#10x1"SCREWS AT j CORNER TOP&BOTTOM;AND I� Q a t7 0 SCHEDULE @ 18"O.C. 1.1 a �Q In ATTACH ATO 6.8 STARTER W/ X 0 m 13 13 13 13 #12 x 1/2"GALVANIZED OR S.S.SMV7� #12 x 1/2"GALVANIZED OR Z ¢N 0 3o S.S.SMS 3/16"0 ALUM.POP of W ON J,,,•w W D 6.80"(TYP.) 3/16.0 ALUM.POP RIVET,OR 1/4-20NATE END STRIP DETAIL RIVET Ok1/4-20 MACHINE a LUx®z '4 } USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. BOLT NUT @ 18.O.C. B.I'y'a G (EXTERIOR) 5/16-18 SCREW INTO THREADED .8 STARTER AND ANGLE INSERT(PONT('3 1/3 SPAN TO 2/3 SPAN 3"=1'-0" ANY TRACK W/ W TYPICAL PLAN VIEW FROM BO M OF SHUTTER.RECEIVING END STRIP SCHEDUSCREW BOSSES. p HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF SCALE 3"=1'-0" 1°HEIGHT. F2"BIO(3.r) 62 2 82 m USE(1)BRASS PUSH LOCK 112 OR(1)5/16-18 THUMB 132 SCREW I O THREADED LOCKING DETAILS FOR 62 SEE END STRIP INSERT 37 AT v3 SPAN CENTER MATES 72 m Y •iG TO 2/3 AN FROM 82 SCHEDULE FOR MAX.BOTTOM OF SHUTTER SHOWN ON RANDOM 62 SPAN WHEN USINa,RECEIVING HOLE SHALL BE DETAILS 20,40a,40b OR 40c, o,3/8"MAX WIDTH,UP TO 2 3F 1/4" OR 6.8 STARTER aja Qm V HEIGHT. 8 M 3D ALT. 1810 62 ®K ,,.. MAX, WITH 21 OR 25. �a 0 n (2.T) 72 102' TCC ag viz 82 9 ��m« 20 112 81 40 a0 USE APPROPRIATE c 132 5" STARTER STRIP TO yy 1.5"x3' 45 93" 40 20 pROV10E CLOSURE �, - 13 x0.093' S 8 FORT 23 gp g�� BUILDING CONDITIONS. _ g S 21 64 7B" FASTEN STARTER STRIP 2 (INSIDE) 70 75" TO TRACK W/(21 010x1" "7 i 73 73" SCREWS AT CORNER,TOP y x0.126" sz Tis" ALTERNATE END STRIP DETAIL s BorroM inpw vS 9`�� 57 123 SCALE-3"=1'-0" ANY TRACK W/SCREW 60 120" n 13 a a m 25 64 118" BOSSES. LJ a F 70 111" SILL a W FOR GREATER SPANS OR LOADS THAN t N SHOWN IN END STRIP SCHEDULE,END _ r STRIPS REQUIRE A 1'x1'.090'CLIP ANGLE (n M70 SPAN USING ANY ANCHOR ON THE EXISTING GLASS/7 t ANCHOR SCHEDULE A*14x314'TEK a6 v 73 SCREW OR 114-20 BOLTTO END STRIP. �q BBg USE(1)BRASS PUSH LOCK 30 N w USE(1)BRASS PUSH LOCK OR(1)5/16-18 THUMB a Q m OR(11 5/160 THUMB (INSIDE) 1 SCREW 0 THREADED 30 13 iDaF SCREW I O THREADED ;! N7 a INSERT 37 AT 1/3 SPAN SILL INSERT 071 AT 1/3 SPAN z a a TO 2/3 AN FROM TO 2/3 S AN FROM E�n a BOTTOM OF SHUTTER .! 4 BOTTOM OF SHUTTER (OUTSIDE) yy RECEIVING HOLE SHALL BE gG 3/8"MAX WIDTH,UP T Ij a 1"HEIGHT 23 d + TYPICAL OUTSIDE CORNER CLOSURE CCl DETAILS WO/CORNER POST - -- ---- S 30l� e NTS 13 30 0OPYNf1RFRWKLIENRNWP.E 13 23 3 SILL 31 3215 (OUTSIDE) 15-2339 USE(1)B OX LOCK AT 1/3 SCALE: - SPAN TO 2/3 SPAN FROM PAoeDescluvnoM: BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE -� CC2 DETAILS WO/CORNER POST �Q� MULTIPLE SHUTTER ASSEMBLY NTS w w SCALE 3"=1'-0" 1 10 .n a fes-'fti FRANK L BENNARDOt P.E. RIEFTYPE ERENCEI ANCHOR EXISTING HOST 1�R40P�4999H r'/��/ SCHEDULE FOR MAX. STRUCTURE �� •�--,. /� SPACING i +\ Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.0 OR = p / \ SCHEDULE FOR MAX. p14 SMS @ 6"O.C. SPACING (TYP.TOP&BOTTOM) _ U . b ALUM. TUBE U .dips 2 FASTENERS 6063-T6 ALLOY / AT O M. EACH ANGLE SEE TABLE A FOR SIZE. I i wo 80R 66 J ��� a` •. 1 x 2 x 1/8" ALTERNATE THRU BOLT _ O OR 2"x 2"x 1/8'• I C1 CONNECTION TYPE _Ql �ij� o REFERENCE ANCHOR MN.GLASS ¢ _ In Q ALUM.ANGLE —- 0 ^�' SCHEDULE FOR MAX. SEPARATION 13 13 �, I SPACING PER TABLE j4Zw Z THREE 3/16"0 ALUM. ° I II�W�i pc POP RIVETS i� I GR DO 111rrr Nwam W u3 Lu rL THREE q12 SMS.TYP. 0 17 OR DOOR�I X vi in�¢„ 3/16"0 ALUM POP �" �� u ¢_¢ NCdsw 17 @18"0 C.(TYP 1OR 12 5 XZ� ID Wo TABLE A(om) ---- �;, / Tf \ 5 OR 6 OR PRESSURE VS ALLOWABLE LENGTH \ w F +\�O J MAY USE MALE OR + 0 11 2"x0.1/8" 3°NK4"Bz�IjB' o -- G PSF NDB/0 uu FEMALE LOCK-SLAT w o 130" 188' 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 62 C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR L-� _� WASHER(TYP) rn t g CC3 82 119' 172' NTS SCHEDULE FOR MAX SPACING E FOR MAXI 92 114' 165' 14x3/4"SMS @ 9"O.C. ~ Y Oto c� 102 110" 16T _% ANGLE TO TUBE CONNECTION 1i 120 109" 14T EXISTING HOST EMBED. 6063�T6 ALUM TUBE TABLE B(OC4) STRUCTURE to< 160 9T 131" _ 200PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE n 88" 114" EDGE DISTANCE REFERENCE ANCHOR 29Q"x1J8' 394"xl//8" 1° S € PSF WITN B)0 WITH BJO SPACING SCHEDULE FOR MAX. rqa 62 113" 166" c 3: FASTENER @18"0 C. O ALTERNATE BUILD OUT MOUNT SECTION _ g m 72 107- IST (USE ANY ANCHOR SHOWN C'b a 82 101" 147" IN ANCHOR SCHEDULE) SCALE.3"=1'-0" m m 92 95' 139" o 102 9' 13r f`LO7/1, 1s 120 83' 122' ISD 74' 109' w R 200r w 64' 94" d 2"x2"x moD: 3/16 RIVET OR#12 SMS 090"6063-T6 MN GLASS 13 N w O @ 18"O.C. OR 1/4-20 ALUM TUBE TYP. in o EPARATION = Z w e_ n w, 17 'A-W PEITALE O N a A I I I g NUT&BOLT(TYPA 3/16"0 ALUM.POP �¢? GLASS X wzm bp RIVET OR 4412 SMS ¢ ¢ Q 6� ALUM. TUBE z a¢ OR DOOR 6063-T6 ALLOY @18"O.C.lTYP.) fNn F oNr SEE TABLE B FOR SIZE. 2"x 5"x 1/8" �c Y 2 FASTENERS CONTINUOUS A EACH ANGLE ALUMINUM ANGLE SS 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE @�@j THREE 3/16"0 ALUM. ALUM.ANGLE,TYP. 17 ORIENTATION TYP. 17 w g o POP RIVETS OR x 17 THREE N12 SMS,TYP. W E O' 0• i Y i 0 l"x 2"%1/8" OR 2"x 2"x 1/8" ED IST 4 CONNECTION TYPE F�� 13 ALUM.ANGLE REFERENCE ANCHOR a�j Tr?? R z SCHEDULE FOR MAX B& USE MALE OR FEMALE SPACING OIP/iIX9RRLV1(LHBAURODPE LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING SCALE: - - (OUTSIDE) EE INSIDE SILL MOUNT SECTION PACE DESCIUMON: 4412 x 1/2"GALVANIZED SCALE;3"=1'-0" OR S SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 99 NTS MACHINE BOLT&NUT SCALE:3"=1'-O" i l c FRANK L BENNAR00:P.E. C5 CONNECTION TYPE �P BOai REFERENCE ANCHOR EXISTING Z'! SCHEDULE FOR MAX, STRUCTURE 41"o SPACING ( - GLASS w "'^ GLASS w C1 CONNECTION TYPE S"MAX. 1/4-20 MACHINE 606�f '•.Q OR DOOR u OR DOOR w w�- REFERENCE ANCHOR 19 W/NUT @ 12"O.C.(ST2 lC: No u ut} SCHEDULE FOR MAX. #14 SMS @ 6"D.C. =w SPACING 1/2'• (TYP.TOP 8 BOTT6 1 ,�N; 3: W MIN p - MN. 13 Nin Vai"� GLASS w F ZZ N m /2" .,•-IaY 1/4"-20 THRU BOLT W/ GLASS X m EPARATION w— a Q T� w LOCK NUT @ 12"O.C.OR EPARATION a=w a #14 x 1/2"SMS @ 12"O.C. PER X w a~ I r 6 TS wM• @ PER X I-F I- OR 3/16"0 ALUM.POP TABLE 2 a u o N S OR 6 12 x 1/2"SMS AL O.C.E.S l7 E J RIVETS 6"O.C. OR 1/4"0 o OR 6 OR 3/16­0VETS 1 ALUM POP TABLE 2 w o ALUM.POP RIVETS @ 12"O.C. a o: RIVETS @ 6"O.0 E.S. \ w= O Al ! k11Ua R P ALUM.POP RIVETS / m 11 ND 3 MN GLASS �' @ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 r » v� pa m liz O / 1/4"MAX.FROM PIN &Ll2•TYP. GUIDE TO BUSHING PER TABLE2 �'_° Zk a« �( O9 AND 10 GUIDE TO BUSHING WASHER(TYP.) 7 In h1 j" ANO w0 ASSEMBLY WASHER(TYP I m GLA55 N r zz m WW. U"'I W g�z / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR X Z o Z F 3 6:.Z W BLOCK OR WOOD FRAMING REFERENCE ANCHOR 4 o:a N W m / EDGE SCHEDULE FOR MAX. F w 4 CONNECTION TYPE DIST u 1po p ry / SPACING EDGE REFERENCE ANCHOR DIST. SCHEDULE FOR MAX SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG.9 _M 5 1 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w p 3 O 6 SCHEDULE FOR.MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER /2 GUIDE TO BUSHING \ Cl CONNECTION TYPE ' LOCATION FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) ` Y FROM BACK ANCHORS NOT RED'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. � PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING BUSHING WASHER REFERENCE ~ c 51 Oq INSIDE MOUNT SECTION (TYP) SCALE:3"=1'-0'• SCHEDULE FOR MAX p v O M EXISTING CONCRETE, SPACING p9 w / BLOCK OR WOOD FRAMI EMBED / CD BUILD OUT MOUNT SECTION 8 a TYP BOT TOM EXISTING CONCRETE. SCALE:3"=1'-0" _ E BLOCK OR WOOD FRAMING p id 8 EDGE DIST- EXISTING Q �g g NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE m R THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE ►. 9. G WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR .9 3 A MINIMUM OF TWO SETS OF ANCHORS AND ISA m EO E MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w 5 6 SPACING SCHEDULE FOR MAX. l USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2„ R D w L N rm` w p GLASS OR DOOR GMIN LASS 13 ~ =w w may b w #12 x 1/2"SMS @ 12" EPARATIO = m ,w 7 7 e a � E w F O.0 OR 3/1fi"0 ALUM PER ✓1 Z omQ 13 �wzc— Q la F.�=o^ POP RIVETS@6"O.C. TABLE2 X pZF. GLASS OR MN GLA ==Z�� ��� � H m w w OR 1/4"0 ALUM POP a o a DOOR PA 10 In o ul Q 13 0= xu RIVETS 12"OC E t1 _ @ M PER TABLE 2 Z❑ H MIN.GLASS Nr Zum v X mz �����I���g m SEPARATION l7 N Q - a J 0 a PER TABLE 2 X w 0 Z~ O7 AND OB u m 1/4-20 S.S.MACHINE a u o a 1/4"MAX.FROM PIN a 6 SCREW&NUT @ f u N ASSEMBLY 1/2" GUIDE TO BUSHING A 12"O C G TYP. WASHER(TYP.) a i GLASSa GUIDE p v O 1/a"MAX.FROM PIN " OR DOOR 1/4" p MAX.FROM PIN m w X TO BUSHING w 4 CONNECTION TYPE 1/2" GUIDE BUSHING e iry x F WASHER(TYP) EDGE REFERENCE ANCHOR WASHERR(TYP) WP�(Rlf�diNfEiu`llLs9dWi00 PE a S 6: EXISTING CONCRETE. DIST, SCHEDULE FOR MAX cv BLOCK OR W000 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. s_All "x 3"x 1/4"CONT 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX SPACING PAGE oIseRFPRon: �° SPACING ALT FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED 0 SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D S SHOWN OASHE D) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION 12"0 C. �� Op WALL MOUNT SECTION RIVETS @ O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION AD SCALE:3"=1'-0" WPMIN G1A55 \\11 K ENARDO;P.E. GLASS SEPARATION 2' 4Ej OR DOOR PER TABLE49 1300 �n�P ••• w o= L GLASS OR N DOOR 0046 C O a Z GLASS OR w w aa. DOOR MN GLASS X N SEPARATION Q 3 w MIR GLASS O:w PER TABLE 2 I F r SEPARATION w w r CIO R ® S 8 0 r PER TABLE 2 ¢ r �F, �N / •... I u tl— 1=-p� =N� 11111 f� Oyj3 ' I -_ Zw I 1 J 13 X wa 13 N zoo IJ�L �¢a Waz�O J /2" 1 i JDZ C7 CONNECTION TYPE Q �a�' ZX OwmZ 1/4"MAX.FROM PIN GUIDE 28 a REFERENCE ANCHOR O Z Q I TO BUSHING WASHER(TYP.1 C M SCHEDULE FOR MAX n W w ��9 ®z I TWO 1/4"0 WOOD 250•• SPACING a n 3u• �i LAG SCREWS 24" N•w S°' Ca C4 CONNECTION TYPE %) 250" 0 C.MAX.WITH 2" REFERENCE ANCHOR 11 CI W w THREADED PENETRATION .�d� "T"INTO CENTER OF 2X STUDS /In SPACING E FOR MAX. /0 N m II 1Ba tBh EMB "T• 14 SMS @ MIDSPAN BETWEEN /w EDGE p =� STUDS FOR TRACK TO 1"x 4" PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE M STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM.TUBE E O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL Ws 8 THIDETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3"=1'-0" -t[$ it EXCEES DS THE MAX.ALLOWABLE ANCHOR SPACING. ya O m O WALL MOUNT SECTION THIS DETAIL MAY �,Scapl'�.I SCALE 3"=1'-0' ALSAO BT UUSED �0;2�CCC li C7 s 3 5 mACCORDION SHUTTER w _ w a o PER PRODUCT APPROVAL r o —GLASS r o m o { j MN.GLASS OR DOOR r I a In SEPARATION 13 7 in ,A PER TABLE EXISTING WOOD 117-0,42)R APPLICABLE AT TOP z Z TRUSS RAFTER .`E AND OR BOTTOM X 4 X < Ca 24"MAA X.D.C.. 1-1/2'1-v2" 2"OR 3^ E .1 F M EXISTING FINISH I I MATERIAL I I 1/2"MIN. S 6 1/4"MAX.FROM PIN GUIDE 2"x S"x 1/8"6063-T6 li ii - TO BUSHING WASHER(TYP 1 ALUM ANGLE W/THREE iIi " m o =�j� I 2"x 3°x Ye"x CONTINUOUS OR 2.175° I' " i' w °€6 3 16 1/4"TILE(TYP 1 1/4"0 WOOD LAG 2"x2"xR xCONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" i e3 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR."T"IN WOOD 1@ 5 6 MIN.THICK 6061-T6 ALUM TRACK X - 1/4"0 A325 GRADE THRU BOLT(D7 7"O.C. EACH RAFTER OF TRUSS. o FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT(al 12"0 24••O.C.MAX WHERE ANGLE FASTENED TO o 1'= EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GAL V OR S.S ANGLE EXTENDS BEYOND R HOST STRUCTURE WITH AND 9'O.C.FOR BALANCE LAST TRUSS MORE THAN w sfi EM n 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6"• EXTEND ANGLE TO Y 1/a"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O C.W/1-1/4"MIN.EMB. w l w p 3"FROM ENDS AND 4'O.C. NEXT TRUSS. w gg e y 2-1/2°MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(al 9"O.C.W/1-7/8" _w w o w FOR BALANCE WITH IW MIN.EMB. IN WOOD SG=0.42 TO 0 55 r v,=o•- g MIN EMBEDMENT AND 2 MAX.DESIGN LOAD AT 5'-0"MAX SPAN; t3 p= D: e EXISTING CONCRETE, aa MIN EDGE DISTANCE, f 62 S.F. 11.904 HOLLOW BLOCK OR / O7PYRMdRRNKKLBBdURW PE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SEE 2"x 5"x i/8"CONT. X Z D G r 15-2339 . t 52 P.S.F. ANCHOR SCHED. ALUM ANGLE(6063-T6) O 0. SPACING,TVP E BASED ON TYPE OF in 6CALlI - Hp BUILDOUT MOUNT STRUCTURE Q PAGE DESCRIPRONI SCALE.NTS (MAX.DESIGN LOAD x 72 P S F 1 Hb PASS THRU DETAIL TRUSS MOUNT SECTION 99 SCALE:3"=1'-0" O SCALE i 3"=-1'-0" y EXISTING HOST ALT.LEG DIRECTION ;e�a741dPvNARD0,P.E. 12"MIN FROM EDGE OF ACCORDION STRUCTURE EMBED LIN CONCRETE OR HOLLOW B 0 K,POINTS SOLID SET ANCHORS C3 MINIMUM ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE TOP OR BOTTOM ASSEMBLY I AX (2)6063-7-6 ALUMINUM ANGLES PER BEAM END,SIZE 0 46549 0 1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER ACCESS HOLE - IItt11 DESIGN SCHEDULE ••, 0 N ;• �� EDGE OF ACCORDION i z 1/4-20 MACHINE BOLT W/NUT @ 0T'•, E Fw m. Lw SHUTTER BLADES u 12"O,C OR#14 x 3/4"SMS 6"O.C. ,u��•y��p F,m TYPICAL TYPICAL ut -- 1/2"MAX, �Cu 3'MIN - S P1 W,>V a 2.875"0 HOLE(TO RECEIVE EDGE 3 16 Z N Q Q4 aL'U z o ROUND WINDOW ASSEMBLY) DISTANCE fI MIN.GLASS 13 Z� ZX N p yu w MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION Q 5 W W v.i 9 H E PER EVERY OTHER BLADE GLASS OR k DOOR N u u N w 1 LIGHT-N-VIEW WINDOW > wo 3"MIN <Z www w Ot EDGE r1/2"MAX w¢a .1 8 N.T.S. EXTERIOR ELEV =ko DISTANCE -- z 5 6 S O O L7 3 16 1/L"MAX.FROM PIN GUIDE "'ryy w 2 Z Z TO BUSHING WASHER(TYP.) 1^ry1 ACCESS 1/4-20 MACHINE BOLT W/NUT @ IJi 1n 1/2" 12"O.0 OR#14 x 3/4"SMS 6"O.C. 2.875"0 HOLE TO HOLE SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM .'yn. p$ IAX. ANGLES PER BEAM END,SIZE ms; OR E%]STING PER SPAN TUBE SCHEDULE ❑a HOST 1/4"0 THRU BOLTS SEE BEAM im qSTRUCNRE SCHEDULE FOR REQUIRED NUMBERS -o 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E g EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM !E w m SPACING,AND 3"MINIMUM EDGE DISTAI.ICE _ 0,125' 0.125" $• 0.032" 0.032" 1I jI MAX.DESIGN LOAD-f 72 PSF - 3 SPAN TUBE SECTION p 0.196" / \ 8 N.T.S. VERT SECTION o S 4g" / \ / \ SPAN TUBE SCHEDULE NUMBER OF J / 1 ALLOWABLE TUBE NUMBER OF MINIMUMANGLE TUBE SHUTTERSPAN THRU430LT5 ANCHORS PER LENGTH I �1 2 ROUND ANGLE T WINDOW SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM -3 Jrf 7E 1 n a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 4Og63 ^1� 60" 123.8° 135.7 2 1 2 2 3 4" 7" 16 9 \ / 0.125' �• 101.7- 108.9" 2 2 3 3 T' 7' �M O��� \ / - 123' 89.9" 94.4" 2 1 2 3 3 7- 7" 1j 2kfik 60" 129.1* 157.0" 2 2 2 3 4" 7' r.2 ' 0.125' 98' 1 114.8' 124.1' 2 2 3 3 7- 7' U _ I / 123' 102.8" 109.6" 2 2 4 4 10" 10' 1. 'h 02.875" 1- 11.188" ' \� 0.125' 98' 122.7- 155.7- 2 Z 3 4 T 10" ! All 03.250' 123" 115.4" 137.5 2 3 4 5 10" 13" a •®®`gp: 'Ll60' 158.1' 240.0' 2 2 3 4 7' 10' / Z'z10k96' . . 2 3 4 6 10" 16' 11mg, Ash 29 LIGHT-N-VIEW WINDOW �� / 0.1875" 123 1322' 203.1' 3 4 5 7 13" 19" CO P/Po0h0FM`d(LB081W00 P.E N.T.S. SABIC PLASTICS SLX1431T-UL-94HB i/ SPAN TUBE SCHEDULE NOTES: x xl 4 4 x xl •ANGLES FOR 2"x5"&2"x6"BEAMS. 5.5-2339 2. USE 2"x5°xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALEI 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPnON. 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 BLADE W/ ROUND WINDOW o9 BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. $ ALLOWED.6 LAP BEAMS ARE NOT 7. ALL BEAMS AND ANGLES TOE 6063-T6 ALUMINUM. FRANK L.BENNARDO,P.E. ANCHOR SCHEDULE: CONCRETE 1111 vPEDD46549 ,. 2.5"MIN EDGE DISTANCE G Spans Uv To 6'-O" Spans UP To 8'-3" Svans Up To 12'-0" Q°••• t LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR (PSQ Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 I C5 `* No PE004 O 1/4"ITW TAPCON OR ELCO 43 16.0 16.0"15.0"16.0"16.0"116.0"116.01:19.0;: 13.0'•16.0"16.0" 9.5•' 5.5" 8.5" 14.5" _ ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5"34.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7,5" 4.5" 7.5•' 10.5" W EMBED(3192PSI MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5" 5,5" B.5" 15.0"15.0" 7.5" 4.5" 7.5•• 10.5" I Z (�v a = 70 16.0"13.0" 7.0" 11.0"16.0"15.5" B.0" 5.0" 7.5' 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / B COMBINATIOIy Off••, STATED -® ((ALCM^eQ 100 15.0•' 7.5•' 4.5" 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 z S fTYP.) 9 / 10 COMBINATI06' •.,!I"(ORID • rn 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" 5.5" 9.0" 13.5 i - WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 415" 7.S" 9.5 /is/C)NAL 02 MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O /I 11111111 �uj UQ 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" a 4 W LLLL Z LL 100 13.5" 7.0" 4.5" 7.S• 9.5' 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" OL 1D 7§ a O 1/4°ELCO CREIEFLEX SS4 43 16.0"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" 1 x S ITYP.1 2 z S(TYP.) W W �N O YII II w 0M W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0 16.0"16.0"16,0"10,0 15,5 16.0"16.0"10.0" 6.5" 11.0"14.0" V"I W^ i CONC) 62 16.0"16.0 12.5"16.0"16.0"16.0"12.5 8.0 13.0 16.0"16.0"10.0" 6.5" 11.0"14.0" 3rL 2 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0•' 11.5'15.0"16.0"10.0" 6.5" 11.0'•14.0" UI x w W 0 100 16.0"110.0"16.5"111.0"114.0"116.0"110.0 6.5" 11.0 14.0"16.0"10.0" 6.5" 11.0"14.0' M W 1"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'I7W TAPCON OR ELCO 43 16.0 16.0 7.5 8.0 16.0 16.0"16.0" 5.0" S. 16.0"16.0" 9.0" 3.0" 4.0" 14.0" ULTRACON WITH 1-3 4" 53 16.0"16.0" 5.5 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0 - C2 CONNECTION TYPE USING PIECE p0 WITH OUTSIDE / ANCHORS ONLY EMBED(3192psl 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 08 WITH M 70 16.0"12.5" 4.0" S.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5 7.5" 10.0"14.5^ 7.5" 10.0"14.5" 7.5" 30.0" W m E 1/4"MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5'16.0"16.0'-'AO" 6.5" 9.5' 16.0"13.0" 7.0" 4.0" 6.5" 10.5" W til 8 WITH 1-3/4'EMBED(3Z75 ;I 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: 2 g m MIN CONCRETE) 62 16.0"11.5 6,0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0"IO.S" 5.5 5.5" 7.5" =,w Y o 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING p 70 16.0" 9.5" 5.5 8.0 I6.0 11.5" 5.5" 5.5•• 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE :,F4 a0 m C 100 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). C3 p( Z 1-1/4"MIN EDGE DISTANCE 1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, °u ANCHOR W/7/8'EMBED& Cl 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 c� 1/4-20 SS MACHINE SCREW 16.0"16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0 5.0 LO_ EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g S (3000ps1 MIN CONC) 53 16.0"15.0" 6.5 8.0" 36.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0 7.0 THAN OR EQUAL TO SHUTTER SPAN. a.. j 8 fit 16.0"11.0" 5.0" 7.0" 16.0 12.5" 6.5" 3.5" 5.0•' 10.0"30.0" 5.0 J410:: " 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. v •� 6.0•' 16.0 10.5" 5.5' 3.0" 4.0" B.0" 30.0" I.W. " 7.0" E40" 70" 10.0" 5.0" 4.0'• 7.0" 10.0" 5.0" .0" 7.D'• 4. EXISTING STRUCTURE MAY BE CONCRETE,AS C-90 HOLLOW CONCRETE 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1/4°ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CONNECTION TTMYPE.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"16.0"116.0"116.0"111.0" 7.0'• 11.0"16.0" O (3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.S"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"10.5'16.0"16.0 16.0"11.0" 7.0" 13.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. _ •� 70 16.0"15.0" 9.0'• 14.0"16.0 16.0" 9.0" 6,0" 10.0•'13.0"16.0" 8.S" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12.0 16.0" 8.5" 5.5 9.5 12.0 16.0 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT J S/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 FINISHES. 4 ({ $ 1'EMBED(3000ps1 MIN 43 16.0"16.0 14.0"16.0"16.0"16.0"14.0" 8.0•' 12.5 16.0"14.0" 7.5" 50" 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 ADE UAIE WOOD FRAMING i7 6ci MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR 8 B 62 16.0"12.5" 7.5" 12.0"16.0"14.5 7.5 5.0 8.5 11.5"11.5 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. 6A • 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" Am � SDO 11.5" fi.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 MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"K 4"(MIN,)WOOD STUD.3/4" D 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL W/1/4-20 IS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 5a5 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 E6 CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5" 10.5"16.0"12.0 6.0 4.0" 7.5 8.5 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" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0 7.5 8.5" HEAD(SIDEWALK BOLT),U.O.N. @ @ E YY ' d 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. k • J € 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.D" 7.5 8.5" 12.0 6.0 4.0 7.5" 8.5" 2°MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 312 SMS W/2-EYEWALL C3 T C2 C3 C4 CS Cl C2 C3 C4 CS I Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. OF,RAWLBBgyBOPp ARMOR INSERT W/2"EMBED 43 16.0"116.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6S" 13.5" 11. MINIMUM CONCRETE STRENGTHS.ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16:E 8.5" 11.0"16.0"16.0"11.5" 5.5' 8.0" 16.0"114.0" 7.0" 3.5" 5.5" 10.0" _ ¢ 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" -6.5•' 14.0"114.0" 7.0" 3.5" 5.5•• 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO PAGESCALD - DRILL INTO HOLLOW BLOCK,NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION: 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5-[l4.0" 7.0" 3.5" 5.5" 10.0 CONCRETE SCREWS TO HOLLOW BLOCK E 100 14.0" 7,0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0 7.0" 3.5" 5.5" 10.01' g 312 SMS W/2.75"EYEWALL 43 16.0"16.0"116.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16,0"11.5" 6.0 9.5' 16.0" Fn ARMOR INSERT W/2.5° 53 16.0"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" 0�9 EMBED 120DOpsl MIN CONC) fit 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5' 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" 70 16.0"16.0" 8.0" 11.5"16.0"16 0'. 9.5" 5.5" 8.5" 14.0"I6.D" 9.0" 5.0" 8.0" 13.0" 100 16.0" 9.0" 5.0" 8.0" 13.0"Sfi.O" 9.0" 5.0" B.0" 13.0"16.0" 9.0" 5,0" 8.0" 13.0" • „ • �. . 1' it ■0000©[�lOmm©mD©m©mmaOQmO©mm[3!O©0m -® . MIN CONC) 1/4"rTW TAP mmFw%//a/////mm%/ %//%i//�%%////ii %////% mm%/////.MUNEW%/////.%/////.�m m%///j%'////////////%i // //NNE ///// %/////.um %//////%//////%////%//// %////�//////// %%�� m%///i////i%///////////%///%i�N1110/%%//////%///%////mI I a%/////.1m00mA%/////.%/////•%/////aa�''/////////////%%//%/� /i /// ilii,iii�iiii/im,///;/ii//�iiiii%//%iai /iiiii /iii/ii/�/i%%ii/��/%iii ��//,% HORW/1-1/4'EMBED mMM/i��� i%iii i��/iii///i/i/,iii ®� Norii/�� FRI,iai� e �/ , ,'////// � //�///�////E,�� /� ''////// ANC 0M///ail////i//////i�1M%///%%////%////%////IM%////%////'/%//%'///////.®IW%////mmm'!%///%%////%////i%////ice%///�//// %///i%/ . ..: �mm©OmmD©000000©0000000©0©00000 UUKW 1-3/4-EMBED N0m©0©®0000©m0/©0©©m©mm©0©0m©0© MI����� lllll m/a./a Minim / i%/ii ii i/�®, �� / ��ilii/Kmm ■mm0000D©0©m0m0m000000000©00mOC� .. ,�:-_,mr.^. ®mm®" Imaa%/// /%///%///////ii�aam'!�/%/////////%/mjj/j%//a///a//i/j///////%/%//j//�E®maj FmEm�m�%%/////////%/////1a9/.mI�////////j% %///%/%%////f/i 10,1' � ®�/// Elz//// // % w 3 / //�///®V//// 0 9V/E/01111/�//�/1// I1 - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TRANKL.BENRAR°°P.E. 1111111111! FRANK .BE P_{.E.1 1_ . 2 MIN EDGE DISTANCE \�11�Y•,.. , ' G Spans UD To 6-0" Spans Up To 8'-3" Spans UD To 12'-0" „Q`,.•' lIC / rn FAD CONN TYPE CONN TYPE CONN TYPE xx t ANCHOR Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 N C3 C4 CS _ o PEO 412 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" 1k 04654 3 y ARMOR INSERT W/1-1/4" 53 16.0•'10.5" 5.0" 7.0" 16.0"111.0' 6.0 3.5" 5.0 11.0" 7.0" 3.5" 3.5" 5.0" _-O rrnn g EMBEDp (��. 62 14.0" 6.0" 14.5"19.0" 4.5' 4.D" 7.0" 7.0" 3.5" 3.5" 5.0 U 'D a E 11.5" 6.0" 3,5" 5.5" 12.5 7.5 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" T STATE OF W Qm s E !/ !/ 100 7.0" 3.5" 3.5" 5.0" 7.0 3.5 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" �i�S •'FLORIDA,. V�J �� ANCHOR SCHEDULE: WOOD (G=0.55) s ����o,,NA L.10 0 1Z 3/4'MIN EDGE DISTANCE 'n Q uQ LL ZS LL G Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" lJ DL ImL S „ o LOAD CONN TYPE CONN TYPE CONN TYPE Z t� ACOS o ANCHOR x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W W 1/4'LAG SCREW WITH 1-3/4 `43, 16.0"116.0"11.5"112.5"16.D 16.0"16.0" 7.5 9.0" 16.0 16.0 14.5" 4.S" 6.0" 16.0" 0~W'�W Z 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 y W e.w 62 16.0"16.0" 7.0" B.S" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.D" ow w 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.01, �O N 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' ui 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" 15.5" B.5" 4.5" 4.5" 7.0" u 1.13'MIN EMBED&1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0' 7.0" 3.5" 4.0" 5.0" Ip 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" m a �0.-amm 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" S.D" 3 a�N��O�u' 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" 414 SMS OR 434 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" 5.0" 7.0" 16.0" .N 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" 5.5" 13.0" ul 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" �1 F o 70 16.0 16.0" 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" Ike! m 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" 4.0" 5.5"113.0" 7 m p ANCHOR SCHEDULE: WOOD (G=0.42) _' m �< g 3/4"MIN EDGE DISTANCE 1O � Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" v .�: E o Om ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE -.EO x�n (P Cl C2 C3 C4 Cs Cl C2 C3 04 CS Cl C2 C3 C4 CS = o g 1/4"LAG SCREW WITH 1-3/4' 43 16.0"116.0"19.0" 10.0"16.0"16.0"116.0--1 5.5" 7.0" 16.0"16.0 9.5" 3.5" 4.5 15.01, ( y v MIN THREAD PENETRATION 53 16.0"16.0 6.5" 8.0" 16.0"16.0"12.5" 4.5" S.5" 16.0 15.0 7.5" 3.0" 4.0" 11.01, �Q v62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"115.0- 7.5" 3.0" 4.0" 11.0" O c C=XXXUTe 70 16.0"13..." 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.2111 15.0" 7.5" 3.0" 4.0" 11.0" �c u 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" 5 414 SMS OR 414 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0 13.0 6.5" 3.5" 5.0" 10.5' I 0 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5' 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0 10.5 5.5" 2.5 4.0" 7.5- 0 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5' d 49- 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" g100 10.5' 5.5" 2.5" 4.0" 7.5" 10.5" 5s' 2.5' 4.0' 7.5" 10.5" 5.5" 2.5" 4.0' 7.5" t2 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a All 4'MIN EDGE DISTANCE �g Spans Up To 6'-0" Spans Up To 8'-3" - Spans Up To 12'-0" N m LOAD CONN TYPE CONN TYPE CONN TYPE@ m O ANCHOR @i x N (F�J Cl C2 C3 C4 CS Cl C2 j C3 C4 CS Cl C2 I C3 I C4 I CS r 5/16"ITW TAPCON%L W/ r43 16.0"16.0"116.0;:116.0"16.0 16.0"16.0"15.0 16.0"16.0"16.0"15.0'• 9.0" 14.0"16.0" a � j, 2-1/4"MIN.EMBED 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 4pppY !16.0" 16.0"14.0"16.0"16.0"16.0"15.0"19.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" 12.0" 7.5" 12.D 16.0 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" T., a p 5/I6"ELCO ULTRACON W/ I6.D"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" .0"2-1/4"MIN.EMBED 13.57.5" 11.0"16.0"14.0" 7.5" 7.S" 13.5" 9.0" 6.5" COPiRNiRFPAN(LIEMIAiWP.E 10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 8.0" 5.0'• 8.0" 15.5' 9.5" 5.5" 7.0" 9.06.5" sr•�e.Z 5.5" 6.5" 9.0" 5.5" 6.5" 9.0" 6.5" PAGE DESCRIPTION: 17 tui 2"MIN EDGE DISTANCE ClC2 C3 04 C5 CS C2 C3 C4 CS Cl C2 C3 C4 CS - - 412 SMS W/2"EYEWALL 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 W/2"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" B.5" 70 16.0"10.5' S.0" 6.5" 16.0"12.5 6.5 3.0" 4.5" 9.0" 11.5 6.0" 3.0 4.5 8.5" ANCHOR NOTES:SEE SHEET 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" 4.5" 8.5" 9 FOR ANCHOR NOTES. �J