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HomeMy WebLinkAboutProduct Approval u. Business • Professional Regulation ,.. �� BCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staf SCIS Site Map - Links Search FFho"'t USER:ProdPuublic4UPse royal Pb' '. Prcduct Approval HenU>Product or Aoolication Search>Application List>Application Detail FL# FL13757-R6 w 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 Indeol.Ddf FL13757 R6 COI Indeo2.Ddf FL13757 R6 COI IndeD3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl odf FL13757 R5 Eauiv EOuiv2.Ddf 1`1_13757 R6 Eouiv Enuiv3.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 P.6 Ii Dwal.Ddf 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 Fl R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 11 Dwa2.odf 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 FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II DWQ3.Ddf 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 Eval3.1)clf anchorage, etc. Created by Independent Third Party: Yes Back Nett Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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: Credit Card Safe 6.8 STREAMLINE SHUTTERtv ,,,III I///fMNK 65 9XNAR°°,PE. FOR USE WITHIN AND OUTSIDE THE HVHZ _ Q 'NoPC0046,4 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =�' : CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - - ZONE,AND THE INTER ATI FlAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH--� ••. UI o N (SRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O STATE OF S 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 <ORiOA,.•' W m 0 D�ETTERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE _ �� `SS 11MRArt of a y N FLORIDA BUILDING TS AS CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE RETERMINED IN ACCORDANCE WITH ASCE 7-10 AND ENEGATI ER 1609 F DESIGN THE ��/1 N�lilto" uj 0 k0tgg PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z� >U 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2D2�203 AND ASTM E1886/E1996/E330. 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. Z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND F °,N, ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW °3 0 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND m w-T m LOAD DURATION FACTOR Cd- 1.6 WAS USED FOR WOOD ANCHOR DESIGN. o o O " l 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w "moi DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. z S. THE SYSTEM DETAIED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC a SITE. x 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL Z a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O I a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 w a 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 v N $ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM c a 0 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Os g a 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Q z 5 a DOCUMENTS. Or HURRICANE PROTECTION < 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 0 DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o INFORMATION: TOWN&COUNTRY INDUSTRIESa g FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. MINIMUM TENSILE STRENGBOLTS AND WASHERS TH OFU 01NG K SINSUAO NT OP)SHALL BE STAINLESS STEEL RIVETS SHALL BE 1/4 0 OR 3/ITH A MINIMUM SEPARATION FROM GLASS 16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL K - 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ __ BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES S 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 INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 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" 1-618" 2-3/B" 1-5lB" 99" TABLE 1: 120^ 4-ve" 2" 4. TABLE 1 NOTES: 1/4" 2" ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION I 144" 1 4-7/8" 2' 1 5' 2" SHUTTER SPAN SCHEDULE"ABOVE ARE > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �R SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ: HZ:DE N AS ALL LO COUNTY AND R THAN M COUNTY FLORIDA. WPNO@ITRYWILEB/Wwm 2. RONHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2. f LINEAR INTERPOLATION BETWEEN SHUTTER FIOTUD- POSITIVE NEGATIVE 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A K' 0 SPAN PRESSURE PRESSURE FAatoewlurso�; DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". (P.PJFP( SFJ SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100100 HAVE 2-7/8"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 1 120' S3 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 ILI 144' 43 40 E3996-09. L_,j \\\\\, ,/i/F"NK MHNARO ,P.E. 49 _PROJECTION VARIES \�� K L. ,,,,pp.N. ..... . s� 2.874• � � 4.874'MAX. `��`C':� L S•'• f' ��0,115• _ ,L r.:. 0.062" 0.450• �- 0.080" _=*�' Np PF0a6ga '. 7 0.125• 1.830• 0.062• _ * .0_ ii4JJ ri 1.7°6•- 0.100' 1.7oe^ 0.100• V -r � o.oeo• 0.063• r -0 i - 0_195• 0.0%' L 0.195• __r e - V 2.820• 'T'• 37gT o N 0.060• 0.070' .N. 0.060' n L� E Y. 1� 0.12 Q . 0.630' -� . °.062'ti � 1.908O OI0.630• RIOA ,.•'0.062' 0.062 � .,.630• '-t- 0.630' --} '� i �-t }0.971 0.143" 0.09�f G N y.n 1n' -1i �, 0069"- 0.971• /: 1..Q7,.l 0.143` �----}-U ,'//11-111-1X11 EEIIII1 iJJJ 01 ACJ F. 0.200` 1 I _+Y 0.062 I II o.o6z X0.200• "6. ° 1 0.630• 0.06• °'o 06• >Q _a }1.069.1 1.069' �._`.\ I �,L a=W m=o 5.745'MAX. `SUPPORT LEG OPTIONAL --- }-1.069.1 0 0 zx1.069`4 0.0�, La.2�. WW �N9 Bi - -5.745"MAX. 3 111 Q Oj WALL �BUILD.OU I WALL O STREAMLINE CEILING TRACK Oq STREAMLINE WALL TRACK O HEAVY HEADER/SILL U LITE HEADER/SILLio o uj SCALE.HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE `� SCALE.HALF SIZE I.p h WHERE SHOWN,SCREW BOSSES B FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS M 0.874"j- 2.6ss• 0.875• � A -2.195' �}-�o.s1o• 2.195• l.z3o• - {I 1229• I I 0.105' 0.060• W o s m fir; �� 8 -I - -., i 1 I P .' °. 0.7 =i. j O!���I I c n �-2.655• ri 110, I 0 ( -T' .I ... I O v g rc 1. I' ,I 1 ��� � � I };0.105• '� i I � II z.36z• 4.e4^ 1.069• }---{ .831 '� n ', n .•i.__ ZZ - D.: . I H r 4.510• g F D 1.069' 0.105• 1 ^ .I 0.075• n 0 i' 0.075• r1 E los^ n I :Is I. -- *-.h"• 4.510• -'L-----.._... --'---- --.. L--- ---- I . . 1 0.994• ., 0.044" 1 x^ E 3 g NOTE:TESTED THICKNESS OF a o 0.781' ----4.510• } 3.506• BARE METAL W/O PAINT IS 0.039• SILL Og SILL ADAPTER O EXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE_ SLAT/BLADE SCALE HALF SIZE SCALE-HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE l 7 3 � SCALE HALF SIZE 1111 �T 6 0 477' R 0.143"� 0.143^fit JL-lio.590" o.3a1•�t 1.570• .06 05100.070• 0 1.708•� 0.143' 0.0%• -{ 10.245" Y 0.06°• T 2 4.753'- SS 0.115' o I�0.0001 0.117' 0 � 0.090" 0.096" �'y/ a 4.510"� 1-0.180• �`0.080' €g >nO.OBO' lieR�1T �R 0.044" 0. 27• 0.682' 0.630" D.°TA•'� \l I I L �lIRBINRL®INIOOPE 6gr NOTE:THICKNESS OF BARE 2.822' �T-1.6�2s•�J 1--t°,42p• �L �1i 5-2339 METAL W/O PAINT IS 0.039• Mae oacumoN, Ig 6.8 STREAMLINE STACK �6 RADIUS CEILING HEADER/SILL �7 6.8 STARTER Ig WALL SILL CLIP �g WALL SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE FRANK L.9ENNARM,V.E. `II1111I 111// IPEDD46549 {(_ 0.125. 0.610" STAINLESS STEEL 280"{--} NYLON WASHER OR N 'j" ASSEMBLY - 4 ALUMINUM 0.357" 0.320"0 HOLE o(4 0:50" 0.276'{I�-{1� ND 0600 ':�1 a tan w !10 x 2-3/4"410 HT S.S. I A: 96� 0.880 -- NYLON ,y u e a W 'INSERTS SCREW W/TC ULTRACOTE T 0.591' Jf 0.05 WHEEL .y Cy 10_120'c INTO COATING in Q - -1.100•-t �0.240" 1� r TRACK (TYP TOP d BOTTOM) N 0.062•-'� 1 B f ,y 1 NYLON BUSHING W/WASHER: i��jORlpq 1 l TYP.AT EVERY OTHER 0.750' 7/16"0 x 1/2"0 INTERIOR]DINT TOP �i •• Q� vi 1 5'MAX. INSIDE]DINT AT TOP. D'97O" 7/16.0 x 1'0 INTERtOR]OINT BOTTOM 0.154' 0.137' ���Nq�'ENG�C� Lb In W q ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 j 1111 I 0"% yF F 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST,POWDER COATED �°> < SCALE HALF SIZE 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 1 �m �r OR KEY/THUMB TURN OPERATED INSIDE. SCALE HALF SIZE SCALE:HALF 512E L Fq+ gi f }0.250" - - 23 BRASS PUSH LOCK W ~ _ SCALE.HALF SIZE D�j 1 �-RD.155' 1.978 CW W --1.742 2.125' a O 4.000' 0.236• 0.286" 1.603" R0.50O• 1.710" fO,21 7' 0.623'O.D9O" 0.319' 0.531"0.790"0.064" c 0.2 'z.zw• o om ? o.11 I I T o.6o 0.2� o w P 0.118"' I I a t �+•{x0.224" 0.239• � tI' ,Qr'i, 5o m_�''^ ui m I 0.060' 0.4%' ry 0.240' ,� 2.750•-y �2.OD0"-...� 1.758' 0 n 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476• 0 240- 0.161r- zm m O SCALE HALF SIZE O SCALL HALF SIZE 0.222"y r 1.001 0,062' 0.062' 0.062• 0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER r SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE £ p X0.062" 0 3 5.500'x 13/16-WIDE- 0.400' 4f1q D g _ 7/16"0 STAINLESS A (•16r STEEL NUT r vim_ z 30 5/16-18x1 MACHINE SCREW C }Oa 0fl' 0.43W 0.188" 1- TYP• 5/16"0 INTERNAL STAINLESS STEEL �-4.500' f1O.689" POWDER COATED,ZINC DIE-CAST THREAD 1.050' � a8 SECTION A HEAD STYLE VARIES �_ DELIA MODEL 2022 36 T-LOCK ADAPTER 37 T.-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE FULL SIZE '�' -}�-0.254• 40 4Ob 35 BOX LOCK SCALE HALF SIZE ^' �o.31e END STRIP 1" 1 541 9 SCALE.HALF SIZEG f---z.o00"-{ 2" & 3" EXT �!! R 1.625" SCALE 1.500'-{ ytO.125'SCALE HALF SIZE y-- 0.12 4g 0.0sw 0.125" F 0.093' o -0.125" COP/pIxR RNKLeErwrdlorE -0.093- 0.250*- .093"0.250• o.oas' 15-2339 DRINXIFTWHt -- -- 1Eli PAM 7.00(r- ---� °i O2X7 ANGLE 7.0 ALT. 1" EIJD STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 91 39 SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE G� SCALE HALF SIZE 111 /EbD16lNNARDO P.E. I DIST. / ANY ANCH00.PER ANCHOR EpGE� SCHEDULE 0 18"O.C. EXISTING DIST.I 1 GLAZING _ SEE END STRIIC__`e��1' - O --- SCHEDULEFOR No E004 "-J D4�ECTTOJNI GLE EMBE �I al SPAN WHEN MING: "d LEG i 20,40a,40b gR,aOC EMBED. 17 ~ (INTERIOR) II II -.___ 6t00 / 1/4= OR 6.8 STARTC � p aH ._._ 17 --IMAX. WITH 21 OR 25y'Q•• F MIN.0.062"THICK 6063-T6 ALUM. 17 �O w o _ 30 AN 1"x 1'MIN.TO 2"x 5"MAX. - 21 25 E (ANGLE LEG MAY BE REVERSED) It/," m DIST. - - FASTEN ANGLE TO TRACK W/ "USE ANY ANCHOR PER ANCHOR (21*10x1"SCREWS AT �ujUSCHEDULE 18"O.C. CAOTTACH TOP 68 STAARRTER W/ 94 c913 / *12 x 1/2"GALVANIZED OR S.S.SMS, ` #12 x 1/2'GALVANIZED OR Z U S.S.SMS 3/16"0 ALUM.POP w U3/16.0 ALUM.POP RIVET,OR 1/4-20 ALTERNATE ENU STRIP D AIL6.80"IT Y P 1 RNET O 1/4-20 MACHINE '"( )BRASS PUSH L0C3(OR(1) MACHINE BOLT k NUT 0 18'O.C. BOLT G NUT 0 18"O.C. 3 U (EXTERIOR) 5/16-t8 T1fuMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE U) z INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE 3'-=V-0" ANY TRACK W/ w TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. �� W HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE 3"=t'-0" 1"HEIGHT. P SP 82 1 0 8' - 72 100' _. �p 82 gTr USE(1)BRASS PUSH LOCK 1 \ •m•1 OR(t)5/16-18 THUMB 132 7" SCREW I 0 THREADED LOCKING DETAILS FOR 2-BIO Ig,1-) 62 95 SEE END STRIP INSERT Ci 7)AT 1/3 SPAN CENTER MATES i'1 7 " TO 2/3 AN FROM SHOWN ON RANDOM C`9 SPAN WHEN FOR MAX. BOTTOM OF$MUTTER 35 DETAILS3'8/0(4.r) 62 85" SPAN WHEN USING RECEIVING HOLE SHALL 8E 13 ® 72 79* 4 20,400,40b OR 40D, rn 3/8"MAX WIDTH.UP T 333 r- g 1'HEIGHT 30 H 1/4" OR 6.8 STARTER 'CL id ALT.1•BIO _6 _. MAX, WITH 21 OR 25. ---- (2.7*) g 2D 112 81" • USE APPROPRIATE 1 5 7k STARTER STRIP g IIIII� Fup 1.6'5!,1' 45 93 20 PROVIDE CLOSURE 13 x0.093' FOR E i 3_ -- 2157 _apEND8" BUILDING CONDITIONS. E 54 FASTEN STARTER STRIP (INSIDE) _ TO TRACK W/(2)N10x1- � 8 2,x3, 173 1 3 SCREWS AT CORNER,TOP T A,Izs sz 12 ALTERNATE END STRIP DETAIL a BOTTOM s " ANY TRACK W/SCREW L t a 67 12 N�n � SCALE 3"=1'-0" IL'"�Yllf 13 <a 20, 60 118• BOSSES. S E i °d r 70 111" Z§� 73 r. � $IL L a W FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEME,END g V) STRIPS REWIRE A I'V.090•CLIP ANGLE < �� MID SPAN USI NG ANYANCHORONTIIE EXISTING GLASS G ANCHO0.SCHEDULE A 114.3/4'TER _ ff v 13 SCREW OR 1U4-20 JOLT TO END STRIP. — f 30 I^ USE(1)BRASS PUSH LOCK USE I1)BRASS18 PUSH LOCK _ INSIUE OR I11 5/16-t8 THUMB OR 11)5/16-19 THl1M8 (INSIDE) SCREW I O THREADED 30 13 F SCREW Ip�.�O THREADED . AI! A INSERT pT7 -T t/3 SPAN / z a INSERT f37) AT t/3 SPAN SILL 102/3 ST"'AN FROM i frj TO 2/3 SPAN FROM 1 BOTTOM OF SHUTTER (OUTSIDC) a BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE e p�+1 3/8"MAX WIDTH,UP T .A 1..HEIGHT. TYPICAL OUTSIDE CORNER CLOSURE �� @ CC1 DEI AILS WO/CORNER POST — J 30 iP NTS 13 -4 CO WPfWDrt PAMEfL R3nWm0 P 17 13 \ 31 z 1S (O sit 1. UTSIDE) 15-2339 USE Itl BOX LOCK AT 1/3 5CAL90 SPAN TO 2/3 SPAN FROM -YIDUCRIPTIDNI BOTTOM OF SHUTTER _ OTYPICAL INSIDE CORNER CLOSURE SFW CC2 DETAILS WO/CORNER POST -4Q MULTIPLE SHUTTER ASSEMBLY �9 NTS FQ1 SCALE.3"=V-0" N �I I FRANK L.BENNARDO,P.E. Cl CONNECTION TYPE �R FNA 1,!//// I REFERENCE ANCHOR EXISTING HOST ` SCHEDULE FOR MAX STRUCTURE SPACING y�pL�I _ _ Cl CONNECTION TYPE 1 1/4-20 MACHINE BOLT ` ' - \ REFERENCE ANCHOR 1/2' _ W/NUT(A 12"O C OR `4; o / \ SCHEDULE FOR MAX �� 0 4414 SMS @ 6"0 C -,rr SPACING 1/2x (TYPE TOP&BOI TOM) _ U WoN TF ALUM. TUBE ` U ~m 2 FASTENERS .t�'•. EACH ANGLE --- 6063-T6 ALLOY I �� 6 OR ,'T 0 SEE TABLE A FOR SIZE. C& 6 LLT " 1"x 2"x 1/8'• 1124— pi - f2 " I ALTERNATE THRU BOLT _DD OR 2"x 2"x 1/8'• Ct CONNECTION TYPC0:WQc ALUM ANGLE ° REFERENCE ANCHOR $MEFARAiSOSIi W `013 Y SCHEDULE FOR MAX THREE 3/16"0 ALUM ° " I� I SPACING PER TABLE2 4 ❑ �dPOP RIVEiS OR I GLASS aQ WW 3�WJW KK^II =THREE 4412 SMS,TYP ° 17 / \` OR DOOR N K3IVET ALUM PCIS \ sTABLEA(Co) 17ILI L�18 FRANK L.BENNARDO.P.E. C5 CONNECTION TYPE 1 549/ h. REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX STRUCTURE ' 00 ¢ SPACING - 5"MAX —1/4-20 MACHINE BO6�f ICP .Q GLASS ¢¢w.- GLASS W Cl CONNECTION TYPE L OR ODOR F C) OR DOOR-- CIE REFERENCE j REFERENCE ANCHOR / 19 W/NUT @ 12"OC DR ; No SCHEDULE FOR MAX #14 SMS @ 6"0 C =a a MN 13 7= =j SPACING 1/2 (TYR TOP 8 DOTTBh17 1 'o IN;1k MN 73 VI w a w CLASS N ti m /2'. -'O Z X N 0 J EPARATIGPI Q ��Q••, T W<B7 1/4"-20 THRU BOLT W/ Ci.A55 Q ¢m #14 x 1/2"SMS(A 12"0 C PERX z Z' w Fl LOCK NUT @ 12"0 C OR PARANGI E I"' OR�a3/16"0 ALUM POP TABLE 2 4 m 00j� �� 12 x 1/2"SMS @ 1Y 0 C E.S. PER 0, RIVETS 6-O.0 OR 1/4"0 L a �L OR 3/16"0 ALUM POP TABLE z> pTj�� RIVETS @ 6"O.0 E.S. II ALUM POP RIVETS @ 11"O[ a w // I>rpF Ail KL> R 1/4"m ALUM POP RIVETS / O7 AND 3D MN GLASS w r w r fl IN 0 C E.S ----- ASSEMBLY 1/4"MAX FROM PIN SEPARATION / 1/4"MAX.FROM PIN .I/p Typ GUIDE 0 USHING PER TABLE r 20•' ZX yY a O9 AND 10 GUIDE TO BUSHING w WASHER ITYP I �I�i� W W oN m ASSEMBLY WAS ITYP I GLASS y=j r z i�m 0 W = 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR z o Z o BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR < ¢0. o W 4 w m SCHEDULE FUR MAX S o a o o r, W —C4 CONNECTION TYPE 0157 SPACING N m REFERENCE ANCHOR a -' / EDGE SCHEDULE FOR MAX - n DIST SPACING AS SHOWN w IN DIAGRAM ON PG 9 m m / . 5 6 OR _ rri -C3 CONNECTION TYPE oU'3 REFERENCE ANCHOR EXISTING CONCRETE.J "' o O 6 n •` SCHFOIII F FOR MAX. BLOCK OR WOOD F'RAMIWU 1/4"MAX FROM PI11 gp / SPACING ALT FASTENER Cl CONNECTION TYPE /2 GUIDE TO BUSHING LOCATION FRONT AND REFERENCE A14CHOR 1/ \ �id WASHER(TYP.) h P FROM BACK ANCHORS NOT REO"D Og INSIDE MOUNT SEC PION SCHEOULE FOR MAX J W 9 WITH THIS LOCATION SCALE 3"=1'-0" SPACING ¢$R PIN GUIDE TO 'S CONNECTION TYPE BUSHING WASHERO INSIDE MOUNT SECTION REFERENCE ANCHOR wa O R 1 (TYP 1 SCALE.3"=1'-0" SCHEDULE FOR MAXs 0 n EXISTING CONCRETE, SPACING /P�rM @F BLOCK OR WOOD FRAMI EMBED Ozm" Go BUILD OUT MOUNT SECTION g a —_ TYP eoiio� EXISTING CONCRETE, SCALE 3"•1'-0" �— BLOCK OR WOOD FRAMING (,��_. c �'` 1. 3 0 EXISTING Q NOTE R DETAILS AB.D FOR D.AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE «.2 THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE ��7► f0 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX REFE PENCE ANCHOR AI A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SPACING SCHEULILE FOR MAX �C Q MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w _ 5 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS - 3 16 -, OVER THE GAPS BETWEEN SECTIONS. 1/2" (SRO - O N ¢ r w w O GLASS H OR DOOR GLASS 13 r I w' w N12x 1/2"SMS PARA71 I zu� rw�7 acfEE ¢ O.0 OR 3/16"e ALUM. PER In B1 r VII o" B mow» POP RIVETS Co) 7ADLE2 X Oz� GLASS OR MN CLAS 13 =3N1.-1 ada I 1- N w W OR 1/4"0 ALUM POP Q ¢o 4 DOOR P ATI N O In m MN GLASS 13 N1I-z Im RIVETS@12''OC F uM PER TABLE XW�zr Igo SEPARATION PFR TABLE2 - — XW,.1 0AND =fl/4. 1/4"MAX FROM PIN N YEYE 1/4-20 S S MAC RINE E a ASSEMBLY 1/ GUIOF TO BUSHING K- DOOR 11 REW OC &NUT @ �In 1/2" YP WASHER ITYP I 1/4"MAX FROM PINGLASS AX FROM PIN m OR X W 4 CONNECTION TYPE 1/2' O GUIDE TO WASHER(TYP SING R �R GUIDE TO BUSHING 4 R i = a REFERENCE A14CHOR ry E WASHER(TYP I EDGE \ x SCHEDULE FOR MAX WPRODffRVN(LBlIWOPi a 5 6 EXISTING CONCRETE, UIS1. I BLOCK OR WOOD EXISTING CONCRETE. SPACING AS SHOww 2 CONNECTION TYPE 15-2339 _ - FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHUR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. WALE, "K 3'" CONT / •3 CONNLCTION TYPE #12 K 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING PAGE GElIW�FIft REFF.RL NCE ANCHOR SPACING ALT FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE O.0 OR 3/t6"0 ALUM LOCATION FRONT AND BLOCK OR WOOD FRAMING AV 16 REVERSED SCIIEOULE FOR MAX POP RIVETS @ 6"C C BACK ANCHORS NOT REWU or �9 94 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION WALL MUUN f SECTION RIVETS @ CEILING / INSIDE MOUNT SECTION 12"0C. E F WALL/BUILD OUT Op O SCALE 3"= 1'-0" SCALE.3"= V-0" SECTION SCALE+3-=1'-0" 00 MN GLASS .PMtlK11, 9 NAR00,P.E. GLASS SEPARATION J`^ z OR DOOR PER TABLE.2 13 IN„o.ox —GLASS OR ` '• t r u u DOOR �:• NOP d 7QZ GLA55 OR rn65 *= DOOR MN GLASS l.J SEPARATION I "NN - N Q=K MN GLASS W j PFA TABLE 2 ST 1- In I L r F SEPARATION It I-m A•A o O z1­ .3 r _PER TABLE w J Q w �, u I I X io- 'A uoi k>q+ Qw¢In 13 X ZOu lJ4 n�aW io /2- J o z C7 CONNECTION TYPE 1,0Z�0' Z k 1 1/4"MAX FROM PIN GUIDE 29 u a REFERENCE ANCHOR u WW oma, TO BUSHING WASHER ITYP 1 ---- Q" SCHEDULE FOP MAX NG _ a Ian U W^00 _ ( TWO 1/4"o WOOD 250" w I-11111 LAG SCREWS 1_&24" C4 CONNECTION TYPE I�) 250" o w -1 CC MAX WITH?- REFERENCE ANCHOR I ID p THREADED PENETRATION i \ p SCHEDULE FOR MAX gR "T"INTO CENTER OF 2X STUDS / SPACING EMB "T' 14 SMS CA MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE / n PLYWOOD I TUBE CONNECTION , STUCCO FINISH 1'•z 4"x.125" 6063-T6 ALUM TUBE P ^ O DECUhtAIIVE FLOUR TRACK DETAIL U WALL MOUNT SILL DETAIL "'�a E% EIE SE THE MTO BE USED WHEN AX.ALLOWABLE ANCHOR SPACING SCALE.3"=1'-0" v SCALE.3"=V-0" C (�WALL MOUNT SECTION THIS DETAIL MAY o \./ ALSO BE USED SCALE•3"•1'-0" AT TOP ZZ ACCORDION SHUTTER PER PRODUCT APPROVAL r o —GLASSr c m c O j MN GLASS 1O OR ODOR r I = SEPMA710N 13 7 in In PER TABLE = II EXISTING WOOD(0-0 42) R APPLICABLE AT TOP z " z TRUSS OR RAFTER A AND/OR BOTTOM % Q X Q [d 24"MAX U.C. 1-1/2'T-1/ LLL X00, n 2"OR 3" " 2 " EXISTING FINISH MATERIAL 1/2'MIN. (5� 1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8' 6063-T6 III JAV-11 i)V{ TO BUS14ING WASHER ITYP I ALUM ANGLE W/THREE i1 f Ii T2"x3'z "zCONTINUOUS OR2.126 36 ___ 1/4"TILE ITYPI 1/4"a WOOD LAGIf2'x2"x%*xCONTIN000S -{I1. FINISH MATERIAL SCREWS WITH 2-3/4w b# 6061-T6 ALUMINUM ANGLE —J MINIMUM THREADED 3/4"PLYWOOD PENETR "T"IN WOOD C� 1 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK XQ ---1/4"9 A325 GRADE THRU BOL1 Ca 7"O C EACH RAFTER OF TRUSS. u•� [�d {' # FASTENED TO ANGLE WITH 1/4-20 OR 5/t6"9 A325 GRADE THRII BOLT(A 12"O C 24"O.0 MAX WHERE - e ANGLE FASTENED TO E i g EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V OR SS ANGLE EXTENDS BEYOND #R HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN pe O ELCO ULTRACONS AT E --• 1/4"9 ELCO ULTRACON 70 CONCRETE/CMU 6", EXTEND ANGLE TO EXISTING CONCRETE HST 5"O C W/1-1/4"MIN.EMB o: 3-FRO M ENSAND4'O.C. 2.1/2'MIN. STRUCTURE(3000 PSI MIN) OR1/4"9 LAG SCREW CA 9"O.C.W/1-7/8" NEXT TRUSS, Iuw» IN YBep FOR BALANCE WITH 111'4 _ MIN EMB I I WOOD SG=0 4 2 TO 0.55 r ID=w W !, MIN EMBEDMENT AND 2S4' MAX,DESIGN LOAD AT S'-O'MAX SPAN: t3 0=tA x-� lyi MIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, / N ,�m 1 HOLLOW BLOCK OR 0204 WPYN(IIOBWRL®INkIMPE STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING SEE 2"x 5".t/8"CONT 'Zo°1 a z~ 15-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCHEU ALUM ANGLE(6063-T6) X J a a BASED ON TYPE OF InWAM {, BUILDOUT MOUNT STRUCTURE a NAW0 CNI/CION. A HO IMAX DESIGN LOAD t 72 P S E) O SCALE,NTS �__ _ _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION 91 SCALE 3"=1'-0" O SCALE 3"=V-0" EXISTING HOST ALT.LEG DIFLEC71ON `FgANKI BENn/ROo,P.E. STRUCTURE 1/4'ALL POINTS 50LID SET ANCHORS WITH 7/8•MIN RM�6SI9 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ASSEMBLY I AK (2)6063-T6 ALUMINUM ..""1-^'�r-• / TOP OR BOTTOM - ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE _- EMBED. SPAN TUBE PER - DESIGN SCHEDULE EDGE OF ACCORDION = ' ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT! 0,�'•, E F� -�SHUTTER BLADES k Gt 12"O.0 OR 914 x 3/4"SMS 6"O.C. ���• � , 3.5"MIN TYPICAL _ _ 11/2'MAX 5 6Ilk, G�1 EI.DGE it 316 _ UI JsQ9� 2.875"0 HOLE(TO RECEIVE DISTANCE p MIN.GLASS 13 � Z SL g ROUND WINDOW ASSEMBLY) EXISTING a SEPARATION °C 0!2 Z'(li p� w MAXIMUM OF 3 WINDOWS W U w jl = PER EVERY OTHER BLADE GLASS OR C, DOOR in Ned b 1 ul LIGHT-N-VIEW WINDOW = o EDGE 1/2'MAX <3"MIN �0 g 8 N.T.S. EXTERIOR ELEV $ DISTANCE - vwi N - ~ R 2 0, 5 6 ^ 3 16 1 1/4"MAX.FROM PIN GUIDE N 0 0 .Z 0 p 70 BOSHIN4 WASHER 1IYP 1 p u ---1/4-20 MACHINE BOLT W/NUT j W ^H 1/2• CHOLE 12"0'C OR♦14 x 3/4"SMS 6'O.C. m �! 2.875'0 HOLE TO - SPAN TUBE PER w 8 RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY 1 1/2' �(2)6063-T6 ALUMINUM 1'0- ANGLES PER BEAM END,SIZE N m� EXISTING PER SPAN TUBE SCHEDULE x HOgT1/4"0 BOLTS SEE BEAM 2:m STRUCTURE `SCHEDULE ULE FOR REQUIRED NUMBERS -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m q / EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM pSS 0.125" 0.125' SPACING,AND 3"MINIMUM EDGE DISTAI•ICE }}}} 0.032' 0.032'-M{ MAX.DESIGN LOAD !72 PSF O II 3 SPAN TUBE SECTION g� 0.196' 8 N.T.S. VERT SECTION SPAN TUBE SCHEDULE \1 ALLOWABLE TIDE NUMBER OF AN RS OPER MINIMUM ANGLE TUBE SHUTTER! SPAN THRU-BOLTS ANGLE LENGTH ROUND�- 1 � WINDOW SIZE SPAN .. ............_.._ ........ .....____._......_._ (r1 ASSEMBLY- TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP IBOTTOM K o,5 tt ISI 1 ^ TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE E .S• !� 80' 129.0135-7 2 2 2 3 4' 7' 1 \ / 0.125' 88' ,01.r loo.r 2 2 3 3 7"+-r 2 a s 123 89.9' 94.P 2 2 3 9 -r r t• 167.0'- -.2__ - 2 -.-_ 2 -.3 _ 1'.�_ r- o � 11 / \ 0.126' 9B' - _.-114.0 124.1• 2 2 3 9 r / \ 173'._.-102.r 101.r '-'Z---- 4-- ---4 - -4--- --- -- 10 i0" \ \ or 138.0• 196.8 2 2 3 3 7" r E f zYe7l �. 122.8 181.8 2 2 3 4 1' Y --� T'T 46 02.875 03.250, 0.188' 1 0.,26" e ' 12S^ 116.1" 197.6' 2 9 4 5 10• 13• 69" 16&1• 249.0• 2 2 3 4 r 10' I 1 / 2.1,0•x ---- (W 140.8'- '221.9' 2 3 - 4 0 io". __.1e,.__ @ LIGHT-N-VIEW WINDOW \ °'°" n � // 123^ 1925 209.1' 3 / 5 7 Jr13' 1B' OOPM4W1N9ML®IWODPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: x x x x "ANGLES FOR 2'x5•&2"x6'BEAMS. 15-2339 2. USE 2•x5"KI/4"ANGLES FOR 2"x8"S.2'x10'BEAMS. SCALE; - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAae_ouc�mau 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. 2 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, A 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. ������ a 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE F'RANICL eeINARDO►E 111 1 r Pl0046519 ..}.3`) _ 2.5'MIN EDGE DISTANCE _____ ��� •••• d,,"�j•Z 50AnO UO To 6'•0" Swnz Up TO 8'-3 Suanz Up Ta 12'-0" : Q"•'• 8/""(P]i_J r CONN TYPE CONN TYPE CONN TYPE ��: •'.Q ANCHOR (Psf) Cl I C2 I C3 I G C5 Cl I C2 I C3 i C4 I CS Cl C2 I tl I G C5 =*: NO PE004 1/4"ITW TAPCON OR ELCO _43- 16.0"16:0"IS.O"16.0'16,0"16_0"16.0" 9.0" 13.0"16.0"16_0" 9.5' 5.S" B.S" 14.5" - ULTRACON WITH 1-3/4' S3 16.0"16.0"10.5",11.5'16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5 10.5 -"O * � �~ EMBED(31920 MIN CONC) 62 16.d'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" -x) Bim- 70_16.0"13.0" 7:0`111.d'18_0"15.5"_B.0" 5.0"_ 7.5" 11._5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINAT101$(1�•. STATE 0 100 15.0" 7.5" 4.5" 7.5" 10.3"15.0" 7.5" 4.5" 7.5" 10.S"15.0" 7.5" 4.5' 7.5" 10.5" 2 x S ITYP 9 / 1�0 COMBINATIOr- F •.,A-(ORIO) 1/4•MILLENIUM MILLFAST 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" ss a 15 WITH 1-3/4"EMBED(3275pd 53 16.0"16.d'11.0"1_5.0"18.0"16.0"11.0' 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" p �'/i�ONAL D _ b�E 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" 1 N 1111 I I Q �j V Y K i _70 16.0'12.00' 7.0" 11_0"16.0"14.0' 7_0" 1.5" 8.0" 10.5_13.5" 7.0" 4.5" 7.5" 9.5' a Q Q _ 100 t.5" 7.5- 9.5_" 13_.5" 7.0" 1.5" 7.5" 9.5"_13._S' 7.0" 4.5" 7.5" 1/4'ELCO CRETEFl.EX 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" t x S ITYP 2 x 5 TYP.1 of W pN ^ W/2'EMBED(3350pz1 MIN 53 16.0"18.0"16.0"16.0'16.0"16.0"16.0"10.0 15,5 l6.d'16.0 10.0" 6.5" 11.0"14.0" 0�'+W z CONC) 62_16.0_]6.0'12.5"16.0"16.0"16.0'12.5" 8.0" 13.0'16.0"16.0"10.0" 6_5" 11;0"16.- ;(L' ��• ® ally 70 16.0" 10.5"16:0"16_0"16_0"iD_5" 7_0"_11.5 15.0 16.0 10.0 G.S. 11.0"14.0" w IOD 16.0"10.U" 6.5",11.0"14.0"16.0'10.0" 6.5" 11.0"14,0"16.0"10.0" 6.5" 11.0"14.0" W O1 1'MIN EDGE DISTANCE __- __ _ ._.. _.___, NOTE "5"INDICATES ANCHOR SCHEDULE SPACING ..IO _----_- _ _....._..__-____ � a c2 tl .G cs cl c2 tlFEW-1-d-1a u tl G cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0' 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.S" 16.0"116.0" 9.0" 3.0" 4.0" 14.0" ULTRACON WITH t-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" I.S" 16.0"14.S' 7.5" 10.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE (_ - - ANCHORS ONLY is EMBED(3192pN1 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" - CA CONNECTION TYPE USING PIECE (1) WITH M 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" /' 11.0"14.5" 7.5"r;� 10.0" OUTSIDE ANCHORS ONLY 'ril 100 14.5" 7.5" 10.0"UL5" 7.5" %/'' 10.0"14.5" 7.5" 10.0" Y1 A 1/4"MILLENIUM MLLLFAST 43 16.0'18.0"11.0"13.5"16.0"16.0"13,0" 6.5" 9.5: 16.0"13^0" 7_0" I.D" 6.5" 10.5" w WITH 1.3/4"EMBED(327Spq_53_16_0 18.0 8.0" 11.0 16.0 16.0" 9.0" 5.0" 7.5" 16_0"10.5" 5.5_ S.5" 7,5" ANCHOR NOTES: •Q MIN CONCRETE) ftd 62 16.0"11.5" 8.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 31.0"10.5' S.5" 5.5" 7.5" K$ g' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 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" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE N 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(Pg 1). p 1/4'ALL-POINTS SOLID-SET -. _- - .. .._ -.. _1-1/4'MIN EDGE DISTANCE __ _ 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ag i u ANCHOR W/7/B'EMBED 6 Cl C2 tl G CS CI C2 tl C4 CS C3 C2 tl CI tl ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 55 MACHINE SCREW 63_16:0 16 M 8.5" 10.5"16.0 16 0"12.0' S 5" 7.5' 16 0 12.5 6 5" 3.O" 5 0 !0_d' EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m £ (3000pz1 MIN CONC) 53_ 16.0 IS D" 6.5 8.0" 16.0 16 0" 8.5 4 0 6.0' IS 5_10.0 5 0 4 0 7.0" THAN OR EQUAL TO SHUTTER SPAN. 07- 11, \ 62 16.0"11.0" 5.0" 7.0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4"ext' •� 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5" 5.5' 3.0" 4.0"-[!1 80_' 10.0" 5.0" 4.0" 7.0" c g 100 10.0" 5.0" 4.0" 7.0" 10.0 5.0" 4,0" 7.0" 10.0" 5.0" " 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ' g 1/4'All-POINTS SOLID-SET _ _ 3•MIN EDGE DISTANCE _ __ _ _ __ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - ANCHOR W/7/8"EMBED 6 Cl C2 tl G CS C1 C2 tl c4 CS CI C2 tl G C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �w�, 1/M20 SS MACHINE SCREW 43 16.0"18.0"18.d'16.0.16.0"16.0 16.0 11.5 16.0 16.d'16.0"11.0" 7.0" 11.0"16.0" R (3000pzi MIN CONC) 53 16.d'16.0"13.5'18.0"16.0"16.0 14.0" 8.5" 13.5"16.0'16.0" 8.5" 5.5" 9.5" 32.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �•..�,� Is 62 16Ar 16.0'10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.d'16.0" 8.5" 5.5" 9.5" 12.0" ONLY. l 1 •� 70 16.0"15.0" 9.0" 14.0"18.0"16.D" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5' 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0' 8.5" 5.5" 9.5" 12.d'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 1/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER - FINISHES. W/1/4.20 SS BOLT AND Cl C2 tl G CS . C2 tl 2. C5 Cl C2 tl G CS I'EMBED(3000ps1 MLN 13 16.d'16.0"11.0"16.0"16.0" 6.0"14.0" 8.0" 12.5.16.0"14.0" 7.5" 5.0" B_0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0"16.0"(9.5" 140"1_6_0" 6.0' 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 ADEQUATE WOOD FRAMING 99-1 -I - - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD Lri ACCEPTABLE ONLY FORb 62 16.0"12.5" 7.5"12.0"16-1".14.5' 7.5" S. 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. 70 16.0"10,0" 6.5" 10.5"16.0" 2.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" 4.0" 7,0" 8.0" 1.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" .0" 7.O" 8.0'• B. 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' �4 Ip'POWERS SS DROP-IN . - -- - - - - - - - - EDGE DISTANCE IS ACCEPTABLE FOR WOOD F"4 RAMING. LAG SCREWS SNALL _. __ _ - __ m W/1/4-20 SS BOLT AND Cl C2 tl G C9 Cl C2' tl G CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"Al-2.5-"16.0" 16.0"14.5" 9.O" 13.5"16.0"IS.d' 7.5" 5.0' 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2-ENGAGEMENT OF THREADS IN CONC) 53 16.0"16.0"10.5" 16.0"10.0" 6.5" 10.5"16.d'12.0' 6.0 1.0 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN FAD,TRUSS HEAD,OR WAFER !< q,��� 82 16.0"17.0' 8.0" 15.0" 8.0' S.0" 9.0" 120"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.Lf1c= 70 16.0"IU.S",7.0" 12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.O" 4.0" 7.5" 8.5" (� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. " 6.0" 7.5" 8.5" 12.0, 6.O" 4.0" 7.5•' 8.5" , �)z > - _ 2'MIN EDGE DISTANCE _. _. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, t12 SMS W/2'EYEWALL CI_ C2 ^tl I_ _ _C4 6 Cl C2 tl C4 CS 'Cl C2 C3. G CS NUT OR WASHER WINGNUT. WPYNO WFWALKWAR00PE ARMOR INSERT W/2"EMBED 43 16.1"111.1111.5"[14.0"16:0"16.d'16.0' 7,5" 10.0"16.0'16.01_9(r 4,5" 6,5" 33.511. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2330 (2000PZI MIN CONC) 53 16.0"'16_0" 8.5 I.1 It6.0"36 0"115" 5 S' 8.0" 16.0"14.03.S" 5 5' 10.0'9 5 16.d'16 0' 9.0 4 5' 6.5" 14.0"14. 3.5" 5 5" 10.012. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO sF:Ate1 DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL py8 PEICRWrspN 70 18.0'12.0' 6.0 8.0' 16.0"14.5' 7.5 4.0' B.D" 10.5"11. 3.5" 5 5" 10.0' CONCRETE SCREWS TO HOa6W BLOCK " .50.012 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0 16 0"16.0"16.0"16.d 10.0"14.0 16 0"16.0 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 0'16AS-K_8_0" 130"EMBED(2000pd MIN CONC) 6213.5"16.0"16.0"11.5" 8.5" 9.5" 16.0"16.05.0" 8.0" 13.0"70 16.d'16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" B.5" 14.0"16.05.0' 8.0" 13.0" o100 16.0" 9.O" 5.0" 8.0" 13.016.0" 9.0" 5.0" 8.0" 13.0"16.05.0" 8.0" 13.0" Elm 5,- ,-,mi - MEE ■®® .. ®�L��®�®.'/////i,� ��®®' @Eat ��®® ® ®mmm%////mmmmm DU® CONN TYPE CONC TYPE CONN TYPE ® 2-1/2"MIN EDGE DISTANCE 1 ®��•�////�®�� ���////� m 11,,01////17///////.�///%AIm '®' ®®m®M®m®%%/MWS/%®' K -114-EMBED MOM/ iia iii;q i ii om vff/ Fa%mammos /�e �iii�iiii �� ,moi ./ i/ig ilii//i`V,i%, = . . /i i a/ is��/',�;a�Wall IN ffiffm � ' y/�/� 0EwMOO,%/////%///L,f�%//��i�///�////%%(//%iil�/lei'/9f//�i///.YY/'///�'/i'///.�////// ®''///�ii���"'/////%%/lam%%O///:mom%/9/%//�%/ON, VINOWE '//�/.%//'//////%/////,IFIE"f9//%v/////%%////�/%ii�f�/'/i mV///ir%///,WART////a /% %// %///%IIA, rerlas i� /a, iii �/ai �i/i� yii vomw/// i/�i ��/�ii//i ii i�/�, �iiiii ii�i��� jai i��i, e /%//� o , i /i/,i`/�liiiii/ii/ iiP/Mo�r/NO ' ��///� ai/ ' � r/i�r�/ii ii/i iii is/ %�i�im UA%//%V110.//%tib%///9A2VIM NO, i,K%//.�,%//�i.'////� �%%/�'////%'////// �mm©m©mODO©mO©mmm®0000D©0®©m0 mFEZ VIIIAI a/VINA,®Em ■m©0000©mommmm�moomom©©m©mo©mo osoeo. . '///////W///,PO/%i%//o%///%'////�'////ffz OW M11711 m %///�®�%//f/'.'/////ilKmmmKm2.lI///.% ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKL BENNARDO.P.E. `j,111111 #PE0046449 2'MIN EDGE DISTANCE "& •._ i 0... N1i Spans Up To 6'-0" Spans Up To B'-3" Spans UO To 121-0" ` CIC 7 G LOAD CONN TYPE CONN TYPE CONN TYPE •. T "" s ANCHOR (Ps1) Cl C2 C3 C4 C5 Cl c2 C3 I CA CS Cl I C2 I C3 C4 C5 _* NO PEO04654 112 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 B.5" 4.5 4.0" 7.0" _ - 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5 5.0" 7.0" 16.0"11.0" 6.0" 7.0" O EMBED -_-62 14.5" 9.0" 4.S' 4.0 7.0" 7.0" 3.5" 3.5 5.0" s a; 70 11.5" 6.0" 3.S" 5.5" DA" LS" 3.5" 3.5 5.5" 7.0"- 3.5 35" S.0" �T•• STATE OF w _ 100 7.0 7.5 3.S" 5.0" 7.0" 3.6" 3.5 s.0" 7.0" 35" T.5 5.0" %tis •.;°<OR10h„ id's/ ANCHOR SCHEDULE: WOOD (G=0.55) ONAL EN 111111111111 `ZuJ o -ME O 3/4'MIN EDGE DISTANCE rr1111 4411 G Spans Up To 6'-0 Spam UD To 8'-3" Spare UO To 12'-0" O LOAD CONN TYPE CONN TYPE CONN TYPE Z N p w O� ANCHOR (Def) Ci C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W 0~w" z 1/4"LAG SCREW WITH 1-3/4F43 16.0"16.0"111.5r"12.5"16.0 16.0"11.6.0"17.5" 9.0" 16.0 16.0 14S" 4.5 6.0 16.0 3 � MIN THREAD PENETRATION16.0"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" 16.0"16.0 7.0" 6.5" 16.0"16.0 14.5" 5.0" 6.0 16.0"16.0"11.5" 4.0" 5.0" 16.7' o w W �11t1111U9 16_0 16.0" 6.0" 7.5" 16.0"16:0 12.5 1_D" 5.5 18.0 16.0"11.5' 4.0" 5.0" 16.0" ti 0 I 16.0 11.5 4.0" 5.0 16.0 16.0 13.5 4.0 5.0" 18.0 16.0 31.5" 4.0" 5.0" 16.0 N 7/16'WOOD BUSHING WITH16.0"16.0 8.0" 1_0.0"16.0 15.5" 6.5" 4.5 7.0" 15.5 8.5" 4.5" 4.5" 7.0 d 1.13•MIN EMBED fl 1/4-20 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" 5.0SS MACHINE SCREW 140 8.0 4.S" 6.5" 14.5' 9.0 4.5" 3.0 4.5" 7.0" 7.0" 3.5" 4.0" 5.0"� 32.0 6.0 3.5 5.5 12.5_ 7.5 3.5 4.0 S.S' 7.0" 3.5 4.0" 5.0" g 100 7.0" 4.0" 5.0" 7.7' 3.5" 1.0" 5.0" 7.0" 3.5" 4.0" 5.0" y� 3 114 SMS OR 114 WOOD d43160 16.0"12_S'14.5 16.0"16.0"16.0_' 8:0 10.0 16.0 16_0 11.5_ 5.07.016.0 .US ASCREW WITH 1-3/4"MIN 16:0"18:0" 9.0" 11_5 16.0"16.0 15.0" 6.0" 6.0" 16.0 16.0" 9.5" 1.0" 5.5"-1D.0THREAD PENETRATION 16.0"16:0" 7.5' 9.5" 160"160"11.5" 5.0" 7.0" 16_0"16.0" 9.5 4.0 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"15.5"113.0" 16.0" 9.5" 4.0 5.5" 13.0" g ANCHOR SCHEDULE: WOOD (G=0.42) m< � 3/4'MIN EDGE DISTANCE --�� Spans Up To 6'-0" _ Spans Up To 8'-3" SDans Up To 12'-0" r LOAD CONN TYPE CONN TYPE CONN TYPE E ; ANCHOR (Psn CI 1 C2 1 C3 CA C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS a 1/4'LAG SCREW WITH 1.3/4 43 16.0 36.0" 9.0" 10. 16.0 16.0"116.0"1 S.5" 7.0" 16.0"16.0" 9.5 3.5 4.5 15.0 y 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" 4.011.0" 62_ 18.0"16.0" 5.5" 6.5" 16.0"16.0 9.S' 3.5 5.0" 15.0"15:0" 7.5 3.0 4.0"11 L.0 • 70 16.0"13.5 4.5" 6A" 16.0 16.0 8.0 3.0 4.0 11.5"1S.0" 7.5" 3.0" Lomas/- 6 100 15.0" 7.5" 3.0 1.0" 110 15.0 7.5 +3_0" 15.0" q O 114 SMS OR 114 WOOD 13 16.0'_16.0 8.5_10.5 16.0 16.0 12.5 S.S" 7.0 16.0"113.0" 6.5 3.5 5.0 10.5" 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"10.5" 5.5" 2.5 4.0" 7.5" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0 16.0-13.0- 6.S' 3.5 5.0 10.5 10.5 5.5 2.5 4.0 7.5 L 100 10.571 " 5.5 2.S" 4.0" 765" 10.5 5.5' 2.5 4.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4'MIN EDGE DISTANCE �st2tla ' a r SpanU_p To 6'-0" Spans U�To 8'-3" Spans UD To 12'-0' S �S LOAD CONN TYPE CONN TYPE CONN TYPE 6E i1 ANCHOR (P•O Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 5/16"ITW TAPCON XL W/ 43 [16 16.0"16.0"16.0"116.0-16.0 16.0"15.0 16.0 16.0"16.0"15.0" 9 V 14.0 16.0 4 2-1/4'MIN.EMBED 53 16.0"16.0"16.0 16.0"16.0"16_0 11.0"18.0 16.0"16.0"12.0" 7.5" 12.0"16.0" r � 1 62. 160 110160160' 160150 90 t4.7 160 160T 2.0"-7.5 120160" QQ @ 70 160`115 167 180 160 125 BO 12.5 160 160",12T0" 7.5_ 1211`160" � � ass 100 120 75 120]60 160 120 75 12.0160 160"'12.0 7.5 120 sS/16'ELCU ULTRACON W/ 43 18.0"i30.5"14.7'16.0'16.0"10.5' 6.5" 9.5" 16.0"110" .5" 6.5"12.1/4'MIN.EMBED 53 13.5" 7.5" 11.0 16.0 14.0" 7.5 7.5 13.5 9.D 6.5" Op 0WFFWRLNNlVJWPE62 10.0".6.0" 16.7'11.0" 5.5 6.5 9.0" 9.0" 6.5 rV-5-2339 70 t1.0" 5.0" B.0 15.5 9.5 . 7.0" 9.0 6.S'100 5.S65 90 /� Gj�SS 65 9.0 6.5_____ 2"MIN EDGE DISTANCE_ C1_I C2, C3 G CS CL C2 C3 G CS _C1 C2 C3 U CS #12 SMS W/r EYEWAU. 43 16.0"16.0 9.5 11.5"16.7'16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" X99 ARMOR INSERT W/2-EMBED_53 16.0 i6.0 7.0" 9.0' 16.0 16.0 3.0 4.5" 8.5' 62 16.0"13.0 5.5 7.5 16.0 14.5" 7.5 3.5 5.5 12.0 11.5 6.0 3.0" 4.5It " 8.5' 7 -70 18.0"10.5" 5.0 6.5 _itI 12.5 6.5 3A"1.1r 9:0" 11.5" 6.0" 3.7' 4.5" B.5' §'VOR R NOTES:SEE SHEET -------- 9 FOR ANCHOR NOTES. IOD 11.5 6.0" 3.0 4.5" 8.5 11.5 6.0" 3.04.S 8.5' 11.5 6.0" 3.0 4.5' 8.5