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HomeMy WebLinkAboutProduct Approval (2) 2/7/2018 Florida Building Code Online Business & Professional Regulation [ ,•.,'il�iiiilLiiAir� riir"iAWI �ry� „„���� BCIS Home Log In ? User Registration Hot Topics ', Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search djfl ld Product Approval ;3 USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. *` Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pddf FL13757 R6 COI IndeD2.pdf FL13757 R6 COI IndefLpdf 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 https:/Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9Ap/o3d%3d 1/2 2/7/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eauivl.Ddf FL13757 R6 Eauiv Eouiv2.Ddf 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# i 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 Dwo1.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Evall.Ddf 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.adf 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.Ddf 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. --_ - ----_------.._.m..... —--- .... _.-...._.__..... 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 Eval3.12df anchorage,etc. Created by Independent Third Party: Yes 73ack Near 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 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 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: N FN E9 N Credit Card Safe �I III III https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9Ag/o3d%3d 2/2 FN6�89NNARDO,PE. 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ;* No PE004654 CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _-D 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 0 y ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION STAT[OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ''..F(011ipp... w r+Hx DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �� S' �)~a '"°u REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE / N .0 0 N„ FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ///FI I j i I I�� ut W PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZW �w U >L 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. �>a-e�,'� 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 L9� za o =Y SAFETY FACTOR. L C3 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WW oN H ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW o"w u ? CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 rLW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND In¢ x LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHOR DESIGN. a OW W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE a w m O DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W¢_ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 C SHALL BE USED. S z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m i SITE. x 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a�, ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O f PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER x 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w & 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �a 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM Q­ THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 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,SIGNED,DATED ANDTRA S ro 70 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E w o 13. EACH SHLIT.�ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E 3 INFORMATION: TOWN&COUNTRY INDUSTRIES a $g FORT LAUDERDALE,FL TYPICAL ACCORDION 2 MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201,202&203 o R FLORIDA PRODUCT APPROVAL NUMBER TABLE 2: 1 N.LS. EXTERIOR ELEV 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 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 C ALUM.ALLOY. E 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER e 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE ' 4 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" 2-1/4" 1-5/8" 2-318" 1-518" I 99" 3.112" 1-7/8" 3-518" TABLE 1: TABLE 1 NOTES: 120 4-1/8' 2' 4-1/4' 2" 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROW ARD COUNTY FLORIDA. it q AT EACH RESPECTIVE SHUTTER SPAN. 2. NON NVH Z:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY �RF� L PF POSRTVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339 SHUTTER DESKiN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND Y - - BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A xu+� - - SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30'^. PAAlF (PSF) {PIF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-718'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' - ABOVE GRADE. 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE v9 120" 53 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 144" 1 43 1 40 E1996-09. �POKLISEN9NARDO,P.E. A W54 PROTECTION VARIES L• 2.874' 4.874'MAX. 0.125" 0.062" --JO.45V 0.09V -0.100" 1.830' 1.708" 0.100" 1.70r ro.080• SrArjF OF I r 0.195' ro.ow r0-Iw • 0.0 2.82(r- 1 0. Ox�w 0.12 0. • 0.06r 1.900' �14 T. 166 0.630' 1.99r m '0 0.63(r 0 143* T I"1 1,069- }0.971" 0.971*j 0.143- 0 0 -4--4 0 1 N U,m .062• .63(r .062" ro. D.. I ry '0' T L 0 Olt 62" 0'0 0.0-" 1.97 Oar .062, ........ .. opw" fvo4 9' z 0.062 70.200' I.06T4 0.062- 0.200- 0.06(r 0.63V 0.630' • 1.OW6W9r' 0. SUPPORT LEG OPTIONAL-/ imq-4 T;.201 0- �-- W 'Z 5.745"MAX. k.069-4- om r-5.745'MAX.- In �z Oj WALL BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL ow ju SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE G) SCALE HALF SIZE SCALE:HALF SIZE WHERE SHOWN,SCREW BOSSES 8 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"j- 2.655" -0.875' 0.511r 1.229•- 0.1 5- 0.060- 2.195- 1.230- 0.72 2.655*- 0 aOc --- Z�E In 2.362'7 'K 4 4.84" I.Ow U! 4 510' 0.105* A �E 7 10* L •A 0.0" 0.075" L 0.075' ��L -2 -L NOTE:TESTED THICKNESS OF < 0.781" 4.510" 3.SM" WE METAL WIO PAINT IS 0.039• SILL GSILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR G ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/QLAD SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE L 477* LL 0.. O.SIOI --6a- 0.14r 0.143" o.5901 0.341'41'570' 0.070, 0.245- ; I _I.7W!j 0.143- MOW- WE 0.060' -0.115• 4.753" 0.090' 0.1ir 11 0.09W -0. 4.511V 096' 0.0or 3V 0.06w,•------ FRAWL130VJDOPE OoO44-1 0.682" 0.6 1 _ ',0p69' 0 0.080 0, 0._ 0.693"J 15-2339 NOTE:THICKNESS OF BARE ,2r1.625- U0.420' METAL w/o PAINT is 0.039, PAGE DIIZCRIPRON: 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 18 WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE NIAIR L/BNMDO,P.E. /FEOM6/N 1.950" •{0.125' 0.610' STAINLESS STEEL 28O!H NYLON WASHER OR ASSEMBLYO• ALUMINUM 0.357• T 0.320'0 HOLE p _ 0.050" � *:* 'vo F c p o z ♦10 x 2-3/4"410 HT S.S. 0.276• b F0�6 �) = 0.880 0.0 NYLON u s a m INSERTS SCREW W/TC ULTRACOTE 1 0.591• "N. a' 1f S4 ri WHEEL o 0.1) 20'o I� COATING ;6 =n L 1O an 1.100• 240' r TRACK (TW TOP 8 BOTTOM) n 0.062' '((\••• STgTF .O 1 NYLON BUSHING W/WASHER: �_I i�tP�'•,�\ ry00F L�� w 5, I TIP.AT EVERY OTHER 0.870"0.750• 7/16'0x1/2.O INTERIOR JOINT TOP 0.154'7* �0.13T ' o' *........••. ( S'2ALL '"� INSIDE JOINT AT TOP. 7/16"0 x 1.O INTERIOR JOINT BOTTOM �.1 A� ENG ti LL In 1 g ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 j111111\\\\\� W o;i DROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED zQ �wu SCALE HALF SIZE 22 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT (�Qaug$ g SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE HALF SIZE W w aN m 6 z OR KEYITHUMB TURN OPERATED INSIDE. Z k �•p a }-+02�' 23 BRASS PUSH LOCK c w � SCALE.HALF SIZE ( 'n i z V1 W`z w 80.155• 1.978' 2.125• 1.74Y p 80.500' 4.000• 0.236' 0.286• 1.603 0.267* 0.500• 0.623' 1.710' 1.221' 0.790• 0.090' 0.319' 0.531' _ 0.531' g N 0.064' no 0.284' ,26 F ti 0. 2.250.2 0 po 2 i. 0.607T 0.607* mif' Y I _w y53 q - I 0.118' }0.224' 0.239' �• N vinm mnv uNi n mC5 53 I Y-2.000' 0.060' 0.4%• 0.240' - .:.:.+ II►~a $ 2.750'--} 1.758' ' ° °C� 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476• 01�• 0,240, zm SCALE:HALF SIZE SCALE:HALF SIZE 0.222.1 Y - 1.001 0.06r 0.062' 0.0620.176• .g a 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER s 4 SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE E G�0 J�0.06r 8 5 5.500'x 13/16'WIDE }--}0.400' 7/16'0 STAINLESS aoc <� �� 7* t STEEL NUT 30 0.125' �'t'- 0 0.438" .i 0.188• 5/16-18x1 MACHINE SCREWC:D 11 1.- TYP. 5/16.0 INTERNAL STAINLESS STEEL N 0.121• _4 1}0.689• POWDER COATED,ZINC DIE-CAST THREAD m a HER� j HEAD STYLE VARIES _ i - SECTION A �- 1.0scr DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW - INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE FULL SIZE 0,254• 4O 40b 40 a SCALE:HALF SIZE n S 3g BOX LOCK "j 0.319 END STRIP 1" 3 1 SCALE.HALF SIZE 2.001r 2" & 3" EXT q -1.625 �-1.500'-{ -TrO.125-SCALE. HALF SIZE 651 d 0.050' r * .1 G111" � 0.125' I 0.085' I FAIe n b 0.125 m►n�0lamlxLeawroova 0.250• A o.oBs, 8 0.093• 15-2339 t A /CALL: .Ai.D//CRfIf1D11i - 1 - 7.000- '1L O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE P5 2••x3"x0.125'• ANGLE 19 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE 111 F L,WNNMDO,P.E. ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE O 1B'O.C. EXISTING DIST, "- GLAZING .•t SEE END STRBC�4��� - N SCHEDULE FOR�9oC No E004 O ANGLE E �f(QQ n SPAN WHEN UCIRG. LEG D RECITON _ G 20,40m,40b QR.�IC, a - EMBED. 17 (INTERIOR) 17 N II GG MAX. WITH 21 OR OR 6. STAR2!k 0 �.Y �� O• n t7 _ MIN.0.062"THICK 6063-T6 ALUM. % •' .y I' 90 ANGLE 1'x 1'MIN.TO 2'x 5'MAX. 21 25 EDGE c (ANGLE LEG MAY BE REVERSED) rl DIST. FASTEN ANGLE TO TRACK W/ 8 ANY AN PER ANCHOR (2)*10xl"SCREWS AT �'j V SCHEDULE O 18"O.C. CORNER,TOP 6 BOTTOM;AND rrfn1 g PATTACH TO 6.8 STARTER W/ U .m I w 13 13 13 13 #12 x 1/2'GALVANIZED OR S.S.SMS, 712 x 1/2'GALVANIZED OR Z x « IDK 30 S.S.SMS,3/16'0 ALUM.POP N 3/16'0 ALUM.POP RIVET,OR 1/4-20 W W 6.80"(TYP.) j RIVET OR 1/4-20 MACHINE 8'I w"' _ E USE(1)BRASS PUSH LOCK OR(I) MACHINE BOLT a NLJT®lB"o.c. ALTERNATE END STRIP DETAIL BOLT 211 NUT L9 le•D.C. ;��. u (EXTERIOR) 5/16-18�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE IA K INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE 3"=1'-0" ANY TRACK W/ w TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE O MOLE SHALL BE 3/8'MAX WIDTH,UP TO SCREW BOSSES. w w SCALE 3"=1'-0" 1"HEIGHT. F 1'BIO(2.r) 1 82 94' m USE(1)BRASS PUSH LOCK 11 " OR(1)5/16-18 THUMB 132 75" SCREW Ip1�O THREADED LOCKING DETAILS FOR r&O(3.77 62 g6 d INSERT 3 IT AT 1/3 SPAN CENTER MATES 72 " SEE END STRIP N TO 2/3 AN FROM SHOWN ON RANDOM ® SCHEDULE FOR MAX. w{�8 BOTTOM OF SHUTTER 2 SPAN WHEN USING - RECEIVING HOLE SHALL BE 30 DETAILS 3'B/O(4.77 D;44 3/8"MAX WIDTH,UP T 13 10 72 �" 20,40a,40b OR 40c, 1-a ' 1"HEIGHT. 30 62 110, aa 1/4" OR 6.8 STARTER N S ALT.7'81D 72 102' g MAX. WITH 21 OR 25. o_ LL (277 _ -- — O 112 81" 4 4 USE APPROPRIATE Z� a 1 STARTER STRIP TO _--_ - >x 62 8 4 20 �RROVIDE CLOSURE 13 3 21 6OR 0 81'or BUILDING CONDITIONS. E FASTEN STARTER STRIP o g (INSIDE) 70 76" TO TRACK W/(2)*10x1" g 21x9• 46 139' SCREWS AT CORNER.TOP x0.726' 2 12ALTERNATE END STRIP DETAIL &BOTTOM O o 13 Q�n 7 123" SCALE 3"=1'-0'• ANY TRACK W/SCREW (10 IF '"'r. 25 64 116" BOSSES. 7111" zn¢ T 703 loir QSILL n LaJ FOR GREATER SPANS OR LOADS TITAN N O SHOWN IN END STRIP SCHEDULE,END STRIPS REWIRE A 1•X1'.090'CUP ANGLE N MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS aEB Z ANCHOR SCHEDULE a i 11x3N'TEK 00 9999 00 a a EEa v 13 SCREW OR UA-20 90LT TO END STRIP. +�E' 30 IA�w USE(1)BRASS PUSH LOCK INSIDE S9 USE 11)BRASS PUSH LOCK ✓�- I7I OR(1)5/16-18 THUMB a a m OR(11 5/SCREWp1I.6�-18 THUMB (INSIDE) ADED SCREWI 0 THREADED 30 r(OUTS `�°d NERT Q7)OAT RE3 SPANSILLINSERT yp�7 AT 1/3 SPAN Z n¢ SP' /TO 2/3 SP71N FROM TO 2/3 ANFROMBOTTOM OF SHUTTER IDE) DIY BOTTOM OF SHUTTER ' RECEIVING HOLE SHALL BE a�6 3/8"MAX WIDTH,UP T 1"HEIGHT 3 CCi TYPICAL OUTSIDE CORNER CLOSURE O DETAILS WO/CORNER POST IyFL ' S NTS \ 13 30 WP1/tCiRRINRL1181M1A00 Pi 13 `SILL 31 215 13 3 (OUTSIDE) 15-2339 • USE(1)BOX LOCK AT 1/3 !` SPAN TO 2/3 SPAN FROM "Ai[oEtCR21TIOM� BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST gag MULTIPLE SHUTTER ASSEMBLY S NTS E SCALE 3"=1'-0" //1 I FAANK L BECl NNMDOP.E. N TYPE REFEEENC I'D R NNCIAR XISTING HOST SCHEDULE FOR MAX STRUCTURE 1• SPACING •� �� Cl CONNECTION TYPE 1/4-20 MACHINE BOLT vL, REFERENCE ANCHOR 1/2' W/NUT @ 12"0 OR , p / \ SPACINGCHEE FOR MAX �!T ® N14 SMS @ 6"O C - *: / \ (TYP.TOP 8 BOTTOM) _� /p b # 2 FASTENERS U op ALUM. TUBE p EACH ANGLE 8083-T8 ALLOY I I„r i�,n'• �T T SEE 7ARLP A FOR 512E. In �5 �60R ;F �.� q I wo OOR 6� =J ills BBLo H 1”x 2"x 1/8" _ I ALTERNATE TMRU BOLT OR 2"x 2"z 1/8" Cl CONNECTION TYPE w _QI �i o REFERENCE ANCHOR MN GLASS �1 ALUM.ANGLE -- aa <f----' SCHEDULE FOR MAX SEPARATION ..� u_ [JQ haw mud THREE 3/160 ALUM 13 I I SPACING PER TABLE 2 13 ?a Z w Z X «Lt v POP RIVETS OR I GLASS w am WW °�W4zfy THREE M12 SMS.TYP 17 �\ OR DOOR X yI F 3 LLJ z 3/16"0 ALUM POP \ a i W I In W diw $ TABLE AtD3) 17 RIVETIS"0 C BIT YP 12 SMS !� A<�HA� \ 5 60R EZ> oQ w @ .� v PRESSURE VS AUAWABLE L9W-RI \ / w \ O J vI _ W MAY USE MALE OR — 2 0 PIP FEMALE LOCK-SLAT Ow p \ n J 18P 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN CS CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124 17P CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR --;-� WASHER(TYP 1 h.n y 82 11P 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX ^'�'yB w q 92 114' 16S SPACING -$ 14x3/4"SMS @ 9"O C fa Qo �+ 102 11P 160 -" ANGLE TO TUBE CONNECTION147' 2"x2"x.125" b 191' TABLE 8(cm EXISTING HOST EMBED.t:, 6063-T6 ALUM TUBE Z PRE VS ALLOWABLE LEN M STRUCTURE _m Or 114' TYPE 2'x2k1/8' fE E DISTANCE REFERENCE TIANCHOR £ `+ PSK WITH B/0 SPACING FOR MAX r 62 113' 166' STENER 18"O C. 3 g $' 72 107' 1STE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 62 101' 147' ANCHOR SCHEDULE) SCALE 3 1'-0" 92 9S LIP � 102 9P 197 0 170 6T 127 190 74' 109" 200 6C w r w rim "z 3/16 RIVET OR#12 SMS 6063-T6 MN GLASS 13 j Ll m w O @ 18"0 C. OR 1/4-2 17 TUBE TYP. N EPARATION = Z u w pp NUT&BOLT ITYP) 3/16"0 ALUM.POPa a,il PER ABLE yr ONS a !� RIVET OR#12 SMS GLASS X 0Zm 33 888888 e� ALUM. TUBE z a OR DOOR a a a e2 g 6063-T6 ALLOY @ 18"O.C.ITYP.) _ � L oar gggg SEE TABLE B FOR SIZE. x t/e" N2FASTENERS INUOUSEACH ANGLE NUM ANGLE 1.1"x 2"x 093"6063-T6 AL ANGLE INSIDE ALUM.ANGLE•TYP. THREE 3/16"0 ALUM. ATION TVP 3 1POP RIVETS OR 17 5 6 e06 17 THREE#12 SMS,TYP 0 1"x 2"x 1/8" Ill's ! 84 OR 2"x 2"x 1/8" 4 CONNECTION TYPE 13 ALUM.ANGLE GE I REFERENCE ANCHOR ^ SCHEDULE FOR MAX a USE MALE OR FEMALE SPACING WI/MpRRBM!L IBWI9J of LOCK-SLAT EXISTING CONCRETE. 13 73 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION KALE 012 x 1/2"GALVANIZED SCALE:3"x 1'-0" OR S SMS,3/16'•0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT 8 NUT SCALE 3"=1'-0" ' @ 18"0 C FRANK L.BENNARDO,P.E. C5 CONNECTION TYPE �r I03I549 _ W REFERENCE ANCHOR EXISTING ZO j SCHEDULE FOR MAX STRUCTURE o O SPACING 5••MAX 1/4-20 MACHINE BOI�f�•' Q GLASS W�W'"' GLASS W C1 CONNECTION TYPE OR DOOR F a 0 OR DOOR w =o- SCHEOREFERULEEFOR MAX. N14 SMS P 6ANCHOR LIT @Pb ."0 C CITt4 No p .4 13 O i W SPACING 1/2'• (TYP.TOP 8 BOTT6� o n: Z w Q W MN MN 13 ✓�w a CiA55 Z r u m /2- Z .a�. 20 THRU BOLT W/ GLASS a N ro N14 x 1/2"SMS(�12"0 C EPARATIO x Z Z w Luuj LOCK NUT(rD 12 O.C.OR EPARATI =r w F OR 3/16"0 ALUM POP PER ¢ < m 5 R 6 OR/ SOT T ~ M N 12 x 1/2"SMS 12"0 C E.5 PER O r TABLE 2 L TABLE 2 Z r RIVETS(m 6"O C OR 1/4"0 N W o OR $ OR 3/16"0 ALUM.POP > J ALUM POP RIVETS(�12" OC a RIVETS(A 6"O.0 E S _ /// Oc-L >u<R 1/4"0 ALUM POP RIVETS / O7 ANO 3O r W 1 / Up12"0C E.S ASSEMBLY 1/4"MAX FROM PIN MN GLASS r SQ W lot k 1/4"MAX.FROM PIN SEPARATION 13 I- » E s / 1/2"TYP GUIDE O BUSHING =o- Z k c m O9 AND OO GUIDESHER BUSHING PER TABLET r w W WASHER ITYP.) ] IA w N WASHER ITYP 1 w S= _ WW g ASSEMBLY m GLASS yI r o m w�{�? / 1/2' 1/2"TVP. EXISTING CONCRETE, u 3 CONNECTION TYPE OR DOOR O z Q 3 E.�O o BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR < ¢<~ N C Ai W m / - SCHEDULE FOR MAX. L 0,(L o w W E C s 4 CONNECTION TYPE GIST REFERENCE ANCHOR SPACING u'A I C1 EDGE SCHEDULE FOR MAX a SPACING AS SHOWN 3 CONNECTION TYPE IN DIAGRAM ON PG.9 p Iril R(6)OR TLLTT JJJ REFERENCE ANCHOR EXISTING CONCRETE, W o O 6 n SCHEDULE FOR MAX BLOCK OR WOOD FRAMING 1/4"MAX FROM PIN SPACING ALT FASTENER /2" / LOCATION.FRONT AND LC1 CONNECTION TYPE GUIDE TO BUSHING \ REFERENCE ANCHOR 1/ WASHER(TYP.) h Y 1/4"MAX FROM BACK ANCHORS NOT REO'D B SCHEDULE FOR MAX 19 3 WITH THIS LOCATION INSIDE MOUNT SECTION w_4 PIN GUIDE TO SCALE:3"=V-0" SPACING 5 CONNECTION TYPE L' BUSHING WASHER A INSIDE MOUNT SECTION REFERENCE ANCHOR tea:,p (TYP 1 EXISTING CONCRETE. SPACING E FOR MAX SCALE:3"=1'-0" BLOCK OR WOOD FRAMI EMBED. Zc�` �/ Cp BUILD OUT MOUNT SECTION Z a TYP BOTTOM EXISTING CONCRETE. BLOCK OR WOOD FRAMINGi NOTE FOR DETAILS A.B,D.AND E ON THIS SHEET EDGE DIST G a a 4 CONNECTION TYPE STRUCTTRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS W SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND ISA m E E O MISPACING SCEDULE FOR MAX. NIMUM OF 12"LONG THE SILL OR CEILING TRACK u 5 6 H USED WITH THE BASE TRACK MUST BE CONTINUOUS3 16 SPACING OVER THE GAPS BETWEEN SECTIONS. l:J'&., R@ p r p GLASS OR DOOR GLASS MN F Mo- #12 p E�Qpp p� w� N12 x 1/2"SMS Ccb 12" ARATI 13 = Z�J II W W]j 0 kfe wwr� O.0 OR3/16"O ALUM PER yl pyla II 13 ryINO� p,>�C�9b9� r w :):3 POP RIVETS(b 6"O.0 TABLE IX o Z r GLASS OR 11 MN Ci AS O= =W i0■¢ C f� /€i r N=o W OR 1/4"0 ALUM POP a K 0. DOOR 13 =_ � RIVETS(DT 12"0C f pxzozr- � SEPARATION N MIN GLASSr O N Q ut PER TABLE 2 Q.Cc< m PER TABLET x.Mo Zr OT ANDOB a w S S MACHINE Oa [f Q Q 1/4"MAX FROM PIN Q N SCREW e SCREW 8 NUT(d E �,n ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING E 12"O.0 TYP WASHER(TYP.) r e GLASS w p i OR DOOR 1/4"MAX.FROM PIN m 1/4"MAX.FROM PIN �J x u 4 CONNECTION TYPE 1/2'• GUIDE TO BUSHING ■ GUIDE TO BUSHING iv E WASHER ITYP) EDGE REFERENCE ANCHOR Q WASHER(TYP 1 e x 5�: EXISTING CONCRETE. DIST SCHEDULE FOR MAX mnweRRwXI®r1Rm°a a ry s BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE NPO DIAGRAM ON PG 9 REFERENCACING AS SHOWN 2 E CONNECTION TYPE 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. -AM OR ' x 3"z 1/4"CONT 3 CONNECTION TYPE N12 x v2"SMS(ID SCHEDULE FOR MAX 12" SPACING vAa[orxiurnow: 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, SCHEDULE FOR MAX LOCATION FRONT AND BLOCK OR WOOD FRAMING AY REVERSED SPACING POP RIVETS CU 6"O.0 BACK ANCHORS NOT REO'D S SHOWN GASHED) OR 1/4"8 ALUM POPWITH THIS LOCATION Op WALL MOUNT SECTION O CEILING / INSiDE M RIVETS(O 12"0 C. OUNT SECTION O WALL/BUILD OUT SCALE 3"=V-0- SCALE 3"=1'-0" SECTION 00 SCALE:3"=t'-0" BENNARW MN GLASS 111 L• 'P<E'•• GLASS SEPARATION z =• OR DOOR PER TABLE 2 Eb w /. GLASS OR fC' l! F N DOOR �:• NoP Jaz GLASS OR 6� - N N DOOR MN GLASS X SEPARATION *A•: !A 1�H F.BMIN GLASS w PER TABLE 2 SEPARATION 0: STAPER TABLE 2 wA O= Z=C1r Nxro= _ = O 111 0aWaw 3 io�w= 0� aw�/2" 1 E oz Ct CONNECTION TYPE a JZXXFROM PIN GUIDE 29 REFERENCE ANCHOR L ZICIHING WASHER(TYP.) a SCHEDULE FOR MAX a W W o,y TWO 1/4"0 WOOD Qa w = 250" SPACING VI N� LAG SCREWS(�24" C4 CONNECTION TYPE 250" w 0 C MAX WITH 2" REFERENCE ANCHOR p w "' THREADED PENETRATION D "T"INTO CENTER OF 2X STUDS /p SPACING E FOR MAX /w r a .r � � 8 � IBh) EMB "T' 14 SMS @ MIDSPAN BETWEEN w STUDS FOR TRACK TO 1"x 4" �� PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE STUCCO FINISH 1"z 4"x 125" 6063-T6 ALUM TUBE Y ODECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL uy, THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3"=1'-0'" SCALE:3 1'-0" a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Q O WALL MOUNT SECTIONFTH IS DETAIL MAY ~ ^* NQ� (� 7.6 SCALE 3 1'-0'• ALSO BE USED Z$ AT TOP _coww E w ACCORDION SHUTTER g PER PRODUCT APPROVAL o —GLASS o MIN GLASS OR DOOR SEPARATION 13 j N aai yl PER TABLE I N EXISTING WOOD(G=0 42) a R APPLICABLE AT TOP 2 Z TRUSS OR RAFTER �2 rY AND OR BOTTOM Q a X a La 24"MAX.O.C. a a 2"OR 3 w F M EXISTING FINISH ! !! I MATERIAL I I I A 1/2'MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 'I I ii p 2'x3'x "xCONTINUOUS OR 2.175' TO BUSHING WASHER(TYPI li m �i'iqa aag ALUM ANGLE W/THREE i a d 8 (((6 1/4"TILE(TYP) 1/4"0 WOOD LAG I' II I I u 33 9888 CCC sf 2'x 2"x%"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4' I et! 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED p PENETR "T"IN WOOD La 5 6 0.9"MIN.THICK ANGLE WITH UM 1/4-20 CK X 1/4"0 A325 GRADE THRU BOLT CM 7"O.C. EACH RAFTER OF TRUSS, ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT Cd 12"0 C 24"O.C.MAX.WHERE EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV OR S S ANGLE EXTENDS BEYOND AND 9'O.C.FOR THE BALANCE MOST STRUCTURE WITH Cx n � 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN e G V4"0 ELCO ULTRACONS AT 6 EXTEND ANGLE TO w w �� EXISTING CONCRETE HOST 5"O C w/1-t/4"MIN EMB. 3'FROM ENDS AND 4"O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW Ed 9"O.C.W/1-7/0 NEXT TRUSS. FOR BALANCE WITH 13'4' MIN.EMB IN WOOD SG=O 42 TO O 55 '14 MIN EMBEDMENT AND 2%" MAX.DESIGN LOAD AT S-0'MAX SPAN: EXISTING CONCRETE, 13 =i I MIN EDGE DISTANCE, *62 P.S.F. m STAGGERED WITH 3'MIN. HOLLOW BLOCK OR / IA In o N a L�rt RLWC Leawmo PE MAX.DESIGN LOAD AT 6'-("MAX SPAN: WOOD FRAMING SEE 2'"x 5"x 1/8"CONT. X z Zr SPACINGALUM ANGLE(6063-761 ,TYP. t 52 P.S.F. ANCHOR SCHEID a'� a 15-2339 pa O BASED ON TYPE OF f HO G N BUILDOUT MOUNT STRUCTURE pph; SCALE-NTS IMAX DESIGN LOAD s 72 P 5 F) — IL PASS THRU DETAIL Hb SCALE 3"=V-0• O TRUSS MOUNT SECTION SCALE:3'=1'-0" � - FR EXISTING HOST ALT.LEG DIRECTION AxEypy6s4q SDP'P.E. STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12"MIN FROM r EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM - (AN 6063-T6 ALUMINUM END,SIZE = 4 . 0 6549 - I 1/2' PER SPAN TUBE SCHEDULE =1f ��• SPAN TUBE PER - I� yACCESS HOLE DESIGN SCHEDULE EDGE OF ACCORDION �yi�i 1/4-20 MACHINE BOLT W/NUT Q OC F r SHUTTER BLADES C3 12.O.0 OR Y14 x 3/4'SMS 6'O.C. is• � 3.5"MIN ui TYPICAL - 1/2'MAX. 3*MIN V11 EDGE 3 16 a [�Q ~<WA�_�� 2.8750 HOLE(TO RECEIVE DISTANCE 90 ^V G m ROUND WINDOW ASSEMBLY) � 13 ec pN O I I MAXIMUM OF 3 WtN00WS EXISTING0- oSS OR o TtONW W $„W _ PER EVERY OTHER BLADEJ C'�DOOR oc= ; ig 5i 8 Lu N 1 LIGHT-N-VIEW WINDOW ak 3"MIN EDGE r1/z•MAX `a� W 8 N.T.S. EXTERIOR ELEV r O _ter DISTANC 0 E t vl z n m IL 5 6 D l7 L_ Z 00 Z 3/6 1-/4"MAX.FROM PIN GUIDE Ci W¢ w TO BUSHING WASHER ITYP) ei A -20 MACHINE BOLT W/NUT! 4' W N T 1/Y ACCESS 1/4 lY 020 OR/14 x 3/4"SMS 6"O.C. 2.875'0 HOLE TO SPAN TUBE PER W Y RECEIVE ROUND EMBED. I DESIGN SCHEDULE8 WINDOW ASSEMBLY Y _ 1/2' (2)6063-T6 ALUMINUM F p C ANGLES PER BEAM END,SIZE < EXISTING PER SPAN TUBE SCHEDULE p" n 1/4.0 THRU BOLTS SEE BEAM Z STRUCMLE d HOST SCHEDULE FOR REQUIRED NUMBERS - 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM EISr 0.125" 0.125' SPACING,AND 3"MINIMUM EDGE DTALICE 1. u)p MAX.DESIGN LOAD-t 72 PSF d p 0.032' 0.03Y E ; 0.196• 3 SPAN TUBE SECTION \ 8 N.T.S. VERT SECTION o a *s• / / SPAN TUBE SCHEDULE 6 � L' I 1 - ALLOWABLE TUBE NUMBER OF ANU iBERO MNMLM ANGLE r` Z ROUND T7� 8M $ X: WINDOW SPAN 1R61 SPAN 7HRUOLTS ANGLE LENGTH ASSEMBLY TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM C TIRE TUBE TUBE TUBE TIDE TUBE TUBE TUBE ��� \ ^ or 123.Y 136.2' 2 2 2 3 4• r L _ 0.12 +O,.r 106.r 2 2 3 3 r s 1' B6' a d a \ / 123• wr 81.4• 2 2 3 3 r r \ / 61' 128.1• 167.0' 2 2 2 3 4• r � U2F or 114.8" 124.1' 2 2 3 3 r r / 123' 102.r 100.0 2 2 4 4 10" 10, 6r 13LW 19B.r 2 2 3 3 r r a '8 02.875' 03.250' 0.125' 96" 122.r 166.r2 2 3 4 r IV Icy i y ' 123' 113.4• 137.r 2 3 46 1W 13' 5 e1' 168.1• 24o.r 2 2 a 1 r 11' � YYYY �! / 1�1 96• 228.9' 2 a 4 8 11' 18• n LIGHT-N-VIEW WINDOW 3 4 41 7 13 1Y carBB018N1 LBNYi 00 Pt 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB i SPAN TUBE SCHEDULE NOTES: x x x x Y 4"ANGLES FOR xs"B 2"x6•BEAMS. 15-2339 2. USE 2'x5'x1 /4'ANGLES FOR 2'x8"B 2"x10"BEAMS. @CALIft - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PABB BYOBOfiON: 4. TOP B BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER _ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. �1 S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW o BELOW THE BEAM.MID-SPAN TUBES SMALL HAVE TOP BEAM AS (INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS J' 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLAWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE K0046 BENNARDD,P.E. 1,1, 'PE00465.9 2.5'MIN EDGE DISTANCE Soom LID To W-c" Swro Up To 8'•3" 596ro UO To I2'-0" LOAD CONN TYPE CONN TYPE CONN TYPE TC s ANCHOR ( a C2 tl u CS C1 C2 p C4 CS Cl C2 C3 C4 CS �: NG PE 004 1/4"ITW TAPCON OR ELCO 43 16.0"16.0'15.0"16.0"16.0"16.0"16.0" 9.0" 13.0 16.0"16.0" 9.5" 5.5" 8.5" 14.F' _ ULTRACON WITH 1-3/4" 53 16.0"16.0'10.5"14.5'16.0"16.0'12.0' 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5' 10.5' EMBED(3192pv MIN CONC) 62 16.0'16.0' 8.5" 12.5'16.0"16.0' 9.S' S.S" 8.5" 15.0'15.0' 7.5" 4.5' 7.5" 10.5' 70 36.0"13.0' 7.0" 11.0'16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5' 4.5" 7.5" 10.5" 7 /O COMBINATIOILO STATE 100 15.0" 7.5" 4.5" 7.5" 10.5"15.0' 7.5" 4.5" 7.5"110.5-113.0- 7.5" 4.5" 7.5" 10.5' 2 x 5 TVP 9 / 0 COMBINATIOFY�� F(ORIO 1/1'MI MOIFAST 43 16.("16.0"15.0"16.0'16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.s 9.0" 13.5" ��Is WITH 1-3/4•EMBED(327Sp41 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" 4.5" 7.5" 9.5" /�s,0 V) i MIN CONCRETE) 62 16.0'15.0" 8.S' 13.0'16.0"16.0' B.S' 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5' O i�(IINAL _ QUQ u �� 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 <W`m 0 g 100 13.5" 7.0" 4.5' 7.5" 9.5" 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.S' L z 1/4'ELCO CRETEPLIX 554 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" Z E O W 1xS TYP. 2x5 TYP. SS Ivy Wu W/2-EMBED(3350psl 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 W CONIC) 62 16.0-116.0--112.5"16.0"16.0"16.0"12.5" B.0" 13.0"16.0'16.0"110.0" 6.S' 11_0"11.0" d mMra 70 16.0"16.0"10.5" 16 0"16.0 10.5" 7.0" 11.5"15.0"16.0"110.v, 6.5' 11.0"14.0" 100 16.0 10.0" 6.S' 11.0 14.0"116.0"110.0"16.5" 11.0'14.0 16.0"10.0' 6.5" 11.0'14.0" o w w I'MIN EDGE DISTANCE •• O Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 p C4 C5 NOTE S"INDICATES ANCHOR SCHEDULE SPACING 1/4'IT1N TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0.16.0^ s.o" s.s" 16.0^16.0" 9.0" 3.0 4.0" 14.0^ SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE N y ULTRACON WITH 1-3/4- 53 16.0"16.0' S.5" 6.5" 16.0'16.0"12.0 1.5" 16.0"14.5-17.5- 10.0" ANCHORS ONLY O 64' EMBED(3192ps MIN CONC) 62 16.0"IS.S' 4.5" S.S' 16.0"16.0" 9.0 4.0" 14.5"11.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE ® WITH 70 16.0"12.5' 4.0 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5 lo.0' OUTSIDE ANCHORS ONLY _ 100 14.5" 7.5" 10.0"14.5" 7.5" 10.0"14.5' 7.5' 10.0' LL 1/4-MILLENIUM MDIFAST 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" WITH 1-3/4'EMBED(3275ptl 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.S' ANCHOR NOTES: 8 MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0' 16.0"13.5" 7.0" 1.0 6.5' 11.0"10.5' 5.5" 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5' 5.5 5.5" 7.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 10.5" 5.5" 5.5' 7.5" 10.5" 5.5 5.5 7.5 10.5" 5.5" 5.5 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). O m Q V 1-1/4•MIN EDGE DISTANCE 3d z 1/4•ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, u ANCHOR W/7/8'EMBED 6 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 tl CA p ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0-116.0-18.5-110.5-116. 16.0'12.0 5.5 7.5 16.0 12.5" 6.5" 3.0" S.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (30000$1 MIN CDNC) 53 16.0"15.0" 6.5' B.0" 16.0"1116.0"18.5" 4.0" 6.0" iS.S'10.0' S.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E f n 62 16.0"11.0' S.0" 7.0" 16.0"12.5 6.5" 3.5" 5.0" 10.0"10.0 5.0 4.0 7.0" D 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •� -70-1 6.0" 9.0" 4.5" 6.0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" E 3 g 100 10.0`11 5.0" 4.0"17.0" 10.0" 5.0"V11,10A 4.0"17.0" 10.0" S.O" 4.0-17.0'. 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a a 3'MIN EDGE DISTANCE m AN ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING ETA STRUCTURE AND APPROPRIATE N ANCHOR W/7/8'EMBED 6. Cl C2 p C4 CS Cl C2 tl G CS Ci C2 O G C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 3 1/4-20 SS MACHINE SCREW 13 16.0 16.0"16.0 16.0"16.0"16.0 16.0 11.5 16.0 16.0"16.0"11.0" 7.0" 11.0'16.0" CONNECTION TYPE. (3000P51 MIN CONIC) 53 16.0"16.0'13.S'16.0 16.0"16.0 14.0 8.5 13.5"16.0 16.0 8.S" 5.S" 9.5 12.0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE It`Ww�1 5 62 16.0"16.0"10.5"116.0-116.0-116.0-11.0 7.0 11.0"16.0 16.0" 8.5" S.S" 9.5" 12.0" ONLY. •� 70 16.0"15.0"i 9.0" 14.0"16.0"16.0" 9.0 6.0' 10.0-113.0-116.0-18.5" 5.5" 9.5"112.0"1 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0"18.5" 5.5" 9.5"112.0"116.0"1 8.5 5.5 9.5 12.0 16.0 8.5 5.5" 9.5" 12.0' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN 2-5/8•MIN EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER • W/1/4.20 SS BOLT AND Cl C2 C3 CA C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. s jppp 1'EMBED(3000p41 MIN 43 16.0'16.0"14.0'16.0"116.0"116.0-114.0" B.0" 12.5'16.0'11.0' 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONIC) 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 ADEQbUATE WOOD FRAMING EEE 8 B ``9E MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR ieA 62 16.0'12.5" 7.5" 12.0 16.0 14.5" 7.5" 5.0" 6.5" ILS"11.5" 6.0' 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. q q •FQ+ �� 70 16.0"10.0 6.5"110.5"116.0112.0"16.0- 4.0" 7.S' 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" ¢y} 100 11.5' 6.0" 4.0-17.0- 8.0'lll.rI6.0 4.0 7.0 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. 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' y 1/4'POWERS 55 DROP-IN - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL �Y W/t/4-20 55 BOLT AND CS C2 c3 c4 CS C3 C2 C3 C4 CS Cl C2 M4.0- 7.5- CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. >4 1"EMBED(3DDOPv MIN 43 16.0 16.0 15.0 16.0 16.0 16.0"11.5' 9.0" 13.5"16.0'15.0" 7.S' 12.0' H CONC) 53 16.0'16.0"IO.S'15.0"16.0"16.0'10.0" 6.S' 10.5'16.0"12.0" 6.0" 8.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN Rz 6�6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER �� 16.0"13.0 8.0 12.5 16.0 15.0" 8.0" 5.0" 9.0"112.0-112.0" 6.0" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 8.5" ® DESIGNATES ANCHOR CONDI170N5 WHICH ARE NOT ACCEPTABLE USES.100 12.0" 6.0" 1.0" 7.S' 8.5" 12.0' 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" B.5' � 7 > 2•MDI EDGE DISTANCE , DESIGNATES WASHER WINGNUT�CH ARE REMOVABLE BY REMOVING MACHINE SCREW, e x 12 SMS W/2'EYEWALL Cl C2 C3C4 CS Cl C2 C3C4 CS Cl C2 C3 CA C5 OG►wurtBw4cLBeowmovE ARMOR INSERT W/2"EMBED 43 16.0"116.0-111.5-1-140-16.0"16.0"1 16.0'17.5 10.0"16.0"16.0^ 9.0" 4.5' 6.5" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0'116.0-16.0-II.S' 5.5" 8.0" 16.0"14.0" 7.0" 3.5" S.S' 10.0" 15-2339 62 16.0'15.0"1 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0' 7.0" 3.5" 5.5 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 6cwu: - - 70 16.0'12.0" 6.0" 8.0' 16.0"11.5" 7.5" 4.0" 6.0" 30.5"14.0" 7.0" 3.5' S.5' 10.0" DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL �Aae oeecun:ow, CONCRETE SCREWS TO HOLLOW BLOCK 100 11.0" 7.0" 3.5" 5.5" 10.0"14.0' 7.0" 3.5" 5.S" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" _ !12 SMS W/2.75"EYEWALL 43 16.0'16.0"16.0"16.0"16.0"16.0'16.0"10.0"11.0 16.0"16.0"11 S" 6.0" 9.5" 16.0' 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" EMBED(2000pv MIN CONC) 62 16.0"16.0' 9.51' 13.5"16.0'16.0'11.5' 6.5" 9.S' 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"136.0 9.0" l V g _10-0016.0" 9.0" 5.0" 8.0" 13.0"16.0" CONC -MIN CONC) �moomom©o©omo©momoo©omoo` 1/4'ITW TAPCON WITH 1-1/4-EMBED . • . • • ® 1 ®�®' ///j/.�///�/.®' ®�///Rm m m m m WORr/////,m m m m mmm®' ON,aT2�mV///�///j%V//�/.V/// 0 , %////// /%/®%////%////%////��//////////////%%/ /�/.V/////'%////%/%mmVON/® //// �//%%%%///% /m%%%///i %%///G%/0///G////.%////�%/%%/////%// %/%%////%// 9m%////%////%/////,%////mO////%///%%/////////iLS51%//%i%/////WOR/%//%i _ ®Mm%////mmm%///%//////%////im%///////////r////i%////G,%////mm®mmcmFm00T.2 Em''/////%'////OOrz///m a +` ®MM'//////'//////MMM%////%/////.%////m''///////."//////.'//////.'////%/////MM®IMMM®%///im 0m%///%////%////im%/////,'///////.%/////'///////,V///'//////%////i%/////'///////%////m®%/////.mrmm''//////,"'OWN//,R////.KmKm"'/////%%///%%////Ea 0m�/////.r////�////®�,W/10///%00/1�O//%%///%%///%%///%%/////////%///i ®%///i®®®%////i%////i//////imm%///%%////%////m ®%///i////i////i////////////////////////////%/////%////%////%///%%/////."%//// m%/////////////ice E� ®EMaU%/////M[M�%///i%///%%////i,M9 //////%////i%////i%////MMKM®M�%///%%////KUHaL V/Z///.%/////.%/////:WON 0aa®%/////.'///////.mIm%///%%/////."'///////.0M%///%////%////%////iMH9%////03m®'/////////////%////i®®%///%'//////%///%'//////. 0ua%///%////i////i0Km%////i%/////,%////,%/////,�%////%/////.%/////."%////®Km%////aam®%///%////%////i/////m0//%/////OWN//� / mm%/////."'///////.%/////."///////m''//////."'//////''/////%%//// %///i%///%///®%///W/%%///%///mr//%/////%///%/'//////®'////%'//////,%//%%//// �m000©mo©©omr�m©m©o©©moo©omomo ®�mm9l a u� %/////mm m�W////V///////ii®�///ii//iii//mm///WO%i///mmmr/i/,"am�iiai�mKm®i//mm 1-3/4'EMBED �mo�mmsom©©©omoo©omoo©omm©o ����� ®i// // omV/iii///i/// //iii/wom O //ii//ii//ii///mmmm � 0mm®�®LmEwmu a ®®® 0%////%////%////%%////%%////%%////%%///%%////%%///%%////%///%////%//////,N///////m®0mmIw%/////,VOWuamm%////i////i®® ®E E I�a a 2 a%///////////,mm%////i'//////i'//////iE E a'/////%ONRI/////%%/////..m mmiaEmmma m 2K//////.gym%/////V////'///////L ®KmmW/////e///time//////////.V/1111AM////.�////�/////.�////.�////m '®m9®' ®' r///%r//// ' '�' L G MOR//�///%�////�////. 0m%/////////r/////0r////%////%///r///Z�////,mom V///%////��/ � � ��////�//// 0M,////e////ii/////�%///i%//i////�//////�//////////%////%/////.%////%////.® %/////.[ i���///%////%///%/////FES%///%/////////%/// m'///////:%////%//////////////////i/%/%%////%//// / ///////////%////i//////Lm%////%///.%///%%//// %/////m///'//////%/////.aa'///////.'/////%'//////•'////// i - 10 •MlA""M 'PE:ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2'MIN EDGE DISTANCE Span S UP i0 6'-0" Spans UD TO 8'-3" Spans UP TO 12'-0" I- LOAD CONN TYPE CONN TYPE CONN TYPE ` -- �E ANCHOR (psn Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS �* No 5r - i12 SMS W/2"EYEWALL 43 16.0"16.0" 7.S' 9.o" 16.0"15.5' 8.5" 4.5' 6.5' 15.5' 8.5" 4.5" 4.0" 7.00046 _ 3 a ARMOR INSERT WJ 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.S' 5.0' - *29 EMBED_ � Q Q 62 14.0" 7.S" 1.0" 6.o" II.S' 9.0" 4.5" 4.0" 7.0" 7.0" 3.S' 3.5" S. - O z 11.5' 6.0" 3.5" S.S" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S' S.0" Q1 STATE OF w m $_ 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.S' S.0" �i�(`` A" .H M D ANCHOR SCHEDULE: WOOD (G=0.55) "' �''S;oNALIEN ,ZW OW u�tjg 3/4'MIN EDGE ONtANCE r�nn Q �>.0 LL x 4 G Spans UP To 6'-0" Spans Up To 8'-3" Spans UP To 12'-0" u 4 5 Q w = O LOAD CONN TYPE CONN TYPE CONN TYPE Z X O c m O ANCHOR (psn a ry 0 w x�n Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 p C4 CS W W 6-'W.. 2 1/a"LAG SCREW WITH 1-3/4 43 16.0"16.0"I1.S'12.S'16.0"16.0"16.0" 7.S' 9.0" 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" I C s 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"L1.5' 4.0" 5.0" 16.W' p w W LU 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" 16.0" p N 100 16.0"11.5" 1.0 5.0" 16.0"16.0"11.5' 4.0 5.0" 16.0"16.0"I1.5' 4.0" 5.0 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" B.S 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" c 1.13"MIN EMBED 6 1/4-20 53 16.0.10.5" 5.5" 8.0 16.0"11.0" 6.0" 3.S' S.5" 11.0" 7.0" 3.5" 4.0 5.0" N ,j SS MACHINE SCREW 62 14.0" 8.0" 4.S' 6.5" 14.5" 9.0" 4.S" 3.0" 4.S' 7.0" 7.0" 3.5" 4.0" 5.0" n 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" "1 100 7.0" 3.5" 1.0" 5.0" 7.0" 3.S' 4.0" 5.0" 7.0" 3.5" 3 i 14 SMS OR t14 WOOD *4316.0""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"SCREW WITH 1-3/4'MIN o" 9.0" 11.5'16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" flM31r " "THREAD PEHETRATION 0" 7.5" 9.5" 16.0 16.0"11.5' S.0 7.0" 16.0"16.0" 9.5" 4.0"0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 161N a" 1.0" 5.S' 13.0 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" ANCHOR SCHEDULE: WOOD (G=0.42) U 3/4"MIN EDGE DISTANCE x 9 Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" _ E �j c O ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE E 3 0 x (� Cl C2 1 C3 C4 CS Cl I C2 I p G CS Cl C2 C3 C4 I CS o g 1/4"LAG SCREW WITH 1-3/1 43 16.0"16.0" 9.0" 10.0`.16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.S' 3.5" LS' 15.0" g MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0 16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0 4.0' 11.0 ip 62 16.0"16.0" 5.5"•_6.5" 16.0 16.0" 9.5" 3.5" SA" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" R c 70 16.0 13.5' 4.5" 6.0" 16A"16.0" 8.0" 3.0" 1.0 11.5"15.0 7.5" 3.0 4.0 11.0" Co a 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" Ilfl O •14 SMS OR x14 WOOD 43 16.0"16.0 8.5" 16.0"16.0"12.5' 5.5" 7.0" 16.0"13.0" 6.S' 3.5" 5.0" 10.5' 8 SCREW WITH 1-3/4"MIN 53 16.0"16.0 6.5" 8.0".16.0"16.0" 8.5" 4.0" S.S' 16.0 IO.S' S.5' 2.5" 4.0" 7.S' THREAD PENETRATION 62 16.0"11.5' S.D" 7.0" 1. 13.0" 6.5" 3.S" S.0" 10.5'10.5' 5.5" 2.5" 4.0" 7.s LL 70 16.0" 9.5" 1.5" 6.0"_16.0"11.0 5.5" 3.0" 4.0" 8.0" 10.5' 5.5" 2.5" 4.0" 7.5" $ 10.5''S.5" 2.5" 4.0" 7.5" 10.5" 5.5"1 2.5"1 4.0" 7.6" �• ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK °! _ 4'MIN EDGE DISTANCE si G SpansUp To 8'6'-0" Spans Up To -3" Spans Up To 12'-0" G O LOAD YPE CONN TYPE CONN TYPE CONN T ��g! n O E ANCHOR xin (� Cl C2 C3 d CS Cl C2 p C4 CS Cl C2 p C4 CS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0' 16.0"'16.0 26.0"116.0"15Jr 16.0"16.0"16.0"15.0" 9.0"1140116.0" ■ 1 - _ _ 16.0"16.0"16.0"11.0"t 16.0 I6 0'16.0"12.0" 7.5" 12.0 16.0 p i� d 2-1/4"MIN.EMBED 53 16 0 16 0'16 0 16 0', (!i i 16.0"!16.0-'14.0"'16.0"16.0"16.0"150 90' 14.0 160 16.0"12.0" 7.5" 12.0 1 626.0" 3 _ 70 U6.9"'16.0".11.5"160"16.016.0125 80' 12.5 160 16.0"12.0" 7.5" 12.0 16.0 100 160 120' 75 .12.0"116.0"16.0120 75 '12.0 160'16.0" 16.0" 12.0" 7.5" 12.0 p 5/16'ELCO ULTRACON W/ 43 16.0'16.0"10.5 14.0 16.0"16.0 10.5' 6.5' 9.5 16.0'11.0" 5.5' 6.5" 9.0" 2-3/4'MIN.EMBED 53 16.0"13.5" 7.5".11.0 16.0"11.0" 7.S' 7.S" 13.S' 9.0" 6.4 OTMfaRIW/4(L®INB00 PE W 6216.0"10.0 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 T. 15.0 8.0" 5.0" 8.0" 5.5" 7.0" 9.0" 6's" -,•'•- _ i _.. 100 9.0" 5.5" 6.5"1 9.0 S.S' 6.5" 9.0" 6.5" ►40e peollmoN� O u 2'MIN EDGE DISTANCE Cl C3 p 04 CS I Cl I C2 C3 C4 I C9 I Cl I C2 p 04 r CS x12 SMS W/2'EYEWAU 43 16.0"16.0" 9.S" 11.5'16.0"16.0 14.0" 6.0" 8.0" 16.0 14.5" 7.5" 3.S' 5.5" 11.5" ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.D" 16.0"116.0-j 9.5" 4.5' 6.5" 16.W'11.5"5-1166..0" 3.0 4.5" 8.S' - _0 16.0"10.5' S.0" 6.5" 36.0 12.S' 6.S' 3.0 1.5' 9.0" 11.5" 6.0" 3.0 4.5" 8.S' AN�R ARCNOTES ETE•SSHEET 100 11.5" 6.0" 3.0" a 11.5" 4.S' 8.5' 11.5"16.0" 3.0" 4.5" 8.5" LJ L1