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HomeMy WebLinkAboutProduct Approval-Accordion Y!F } •�¢" ,�, _ �."�,tl:� fix- �� , Nia MME BCIS'Home ! Log In ± User Registration Hot Topics 1 Submit Surcharge ; Stats&Fads 1 Publications j FBC Staff s BCIS Ste Map I Unks Search' Product Approval USER:Public User - v5 P,educt Approval Menu>Product or Anolication Search>Application List>Application Detail FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived L i 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 Bernardo 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 R5 COI Indeoi.odf FL13757 R6 COI Indeo2.1)df FL13757 R6 COI Indeo3.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 Eauivi.Ddf FL13757 R6 Ecuiv Ecuiv2.Ddf FL13757 R6 EQUiV Eauiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Evail.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 FL137S7 R6 11 Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PED046549 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.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL137S7 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL137S7 R6 AE Eval3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 - The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy 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 emaits 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,FS.,please click here. Product Approval Accepts: 0 ®99 Crede Card safe III I� 6.8 STREAMLINE SHUTTER 6519 11 IT1(I IRNIKL.BENNARDO PE_ 111\ti�.. ( It. r FOR USE WITHIN AND OUTSIDE THE HVHZ "'-y GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Na rED04654 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE -* _ -- ZONE,AND THE INTER ATI NAL BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE _-O _ ((IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N [-UNLIMITED WIDTH Cy N ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. srnte o �+ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHAD-BE SECTION F DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE i S ' 40ROA ` .w m REppUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 5 --' FLOIiIC BUILDING CODE SHALL BE LESS THAN ORE UAL TO THE POSITIVE OR NEGATIVE DESIGN (( CIS Oa Q TN/111110/ tN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. lIJ o W 4. DESIGN PRESSURES NOTED HEREEIN ARE BASEDI ONTMAXIMUM TESTTED PRESSURES DIVIDED BY A 1..5 (?� �Q SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RED E U1RED FOR ALL WIND Z p q� E ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PUN VIEW Ill u M CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N w s 7. DETERMINE T14E POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY, FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. z r B. SITE.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC g 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT GIS-23 F THE FLORIDA.USE A THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER THESE AP OF THE FADMINISTRATIVE CODE. w 8 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 rn VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM m a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. y c 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOTO THE APPROVAL o' e 5�g a DOCUMENTS. x`9 E 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE P. OTECT10 lulla ` OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED STu2NED DATED AND BOTTOM 5 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HI ER APPROVAL LOCKING MECHANISM,SEE g 13, EACH SHUTITER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PUN vlEws INFORMATION: TOWN&COUNTRY INDUSTRIES ' FORT LAUDERDALE FL �- TYPICAL ACCORDION g MISSILE LEVEL D-ASTM E1686 E1996&E330 Cid SHUTTER ELEVATION R TAS 201 202&293FLORIDA PRODU&APPROVAL NUMBER TABLE 2' N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINI t4 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVEI5 SHALL BE 1J4"0 OR 3J16" 5052 MINIMUM SEPA IATION FROM GLASS_ ALUM.ALLOY. 16. 'ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL t? BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES et 17.' TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER V 19. MOUNTING EXTRUSIONS MAY BE BENT 70 FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5301ABOVE 301 ABOVE 530'ABOVE >3D'ABOVE 2I. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED, GRADE GRADE GRADE GRADE 22. SHUTTER MAYBE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIS F- 72" 2-1(4" 1-518' 2-3/8" t 5f8" d TABLE 1: 99" 3.112" 1-718" 3-5/8' 1-718' TABLE I NOTES: 120" 4-118' 2' 4_114" 21 t 1, DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718" ' tl ACCORDION SHUTTER, SHUTTER SPAN SCHEDULE*ABOVE ARE 2' 5- 2 g SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTESIR AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. RRWCLle3Nvt�Pa POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 7- NRW DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY + SHU7 ` � DESIGN DESIGN SPANS 15 NOT PERMITTED,FOR SPANS '3- NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 j SPAN PRESSURE PRESSURE BETWEEN THOSE ES FOR INDICATED ABOVE,THE � ZONES 1 THROUGH 4 OUTSIDE OP THE HVHZ,PROVIDED THAT SHUTTER NAS A DESIGN PRESSURES FOR THE NEXT HIGHER PSF {PSF1 MINIMUM SPAN OF ZONES LEAST THROUGH !'AIiE oI�llEeat: SPAN SHALL BE US®- 4. -INSTALLATIONS IN WIND ZDNES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 72' 100 100 HAVE 2-7jD"MINIMUM SEPARATION FROM GLASS WHEN s 30'ABOVE GRADE,AND 1-SJB'WHEN>3D' 80" 70 74 ABOVE GINDE. 6. LINEAR INTERPOLATION BETWEEN SHVTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120" 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, ^ 1441 .43 d0 _ 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTMB1996-0C,u, $ - - MAX 0.115.2.874' .-.pR04 B74" IES_ 65i4fNARDO�.P..r: T $ 0.125" 1.630 62" 0,450• ,`�� 0.080• , 1.708" O.IOD" N 3.708" 0.100' 0_., 0.063' -�: * .O Z ry 0.195" 0.096• L 0.195" _1- 0.D80" r -0-_ N 1 --I-.-T 0.050" 0.070' H �'tt 37'.47-, o ry 0.325' " 0.630"--{-.-{ 0.060" D.062" 2.620" o I!�'1�f* 0.062" --- �- '^ 0.630" --}---f 1.993" 1.908" �<OR DAF w 0.631-f-----f ` D.052" ^., 2�t cid J. r, / I..m -I-" 4.;069"-� 0.971" l 0.143" 10. 0 ......•' M II }0.971"� 0.143` y �t � -,rly F 0 0" f 'i:yn7o"y �j=t- {I 0.062 `�•20D' i 0.062" 0.200' t f 0.O6P" ! 0.630" mi � 0.630" T-1.069" 1.069" ._ \ _ I 0.06"�ti 0.062"�� > 'i 5.745'MAX.- SUPPORT LEG OPTIONAL� }-1.069"-� A.Z.1 1.069"� 0,06.2 L0,200" W ¢ry C� --5.745"MAX. WALL 20 BUILD OU'C WALL �..:./STREAMLINE CEILING TRACK 0 STREAMLINE WALL TRACK 05 NERVY HEADER��L �LITE HEADER 51LL ((�(��(/�'��B:SCALE:HALF 512E �---� SCALE;HALF SIZE `..� SCALE:HALF 517.E t•.J SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE YJjtflj/ ow :I WHERE SHOWN,SCREW BOSSES 'IIIM'!I+tel a FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS m }-----2.555" 0.875' -2.395" I 1- 2.1�45."-_ 123" 05 - wy�„Y rO a 9 C 4'---'2.655' $ !I . '�'"�. ;I � � � 09 ;•��:�h i) '� m o .. ( 2.362•; ._.I. 2roEi .831' 0 r uai ;, r�i I 1 j s.t _. 4.84" m „t m 0.105 - 1 1.069" 'i ri ry N 3 , _..,._..� 4.510' ME 11 w LL <, 0,105" i� 0.075' i 0.075" N - 4.51D' t 6....... ... a M5� 0ILI.781" -� ..__�__..._..__.___._ L--__..� - ----- ' 0.994'- --4.510"---------} 0.07" NOTE:TESTED THICKNESS OF 3.506'•-----� _&ARE METAL W/O PAINT IS 0.039' m SILL SILL ADAPTER EXTENDED SILL }p EYTENDED SILL ADAPTOR BADJUSTASLE SILL BOTTOM 13 6.8 STREAMLINE SLATIBLADE r, �...7 SCALE.HALF SIZE '�-� SCALEt HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 1r1 ,Y SCALE:HALF SIZE LL "'11 6 _R gq b� gf 10.47.7" 0.143" 4 0.0801.570' 0 510" 1.O0.070' _LD,245B 0.193' 0.096". �6a 4 a6 tI 0.060'-ji T 4.753" -----�• 0.115" 0.080" ,p 0.117" 0.040"ry I , Im 4.510"� ,., N -O.D96" U.044" 0.227' 0.682" 0.630` 0.060 O.OEO' r •�p x. 51 L4NOTE:THICKNESS OF BARE 2 822" L��SS__ 15-2339 6.420" ._ . METAL W/0 PAINT IS 0.039" 1S 6.8 STREAMLINE STACK 18 RADIUS CEILING HEADER/SILL 17 6.8 STARTER ;8 WALL SILL CLIP Ig WALL SILL �w6P SCALE:HALF SIZE SCALE HALF 512E SCALE,HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE Q e� • 1-K L-NN-.P.E SSlllllTl// IFED046549 , 1� � p1K 0.610" STAINLESS STEEL 280 I I" NYLON WASHER OR � ;-••"Ll � ASSEMBLYt.41 50" ALUMINUM '�* ryQ p F �� ��. Iy.,Iy 0.357" - .�}I' Ir-' 0.320"0 HOLE �R 0.276'}il b FpOq fix) - �I I= �On w N iF10 x 2-3/4"410 HT S.S. NYLON H-' a a w INSERTS SCREW W/TC ULTRACDTE -I 0 591" _p. 1�- 0.880 0.0510 WHEEL llO-IO- x0,120•c INTO COATING m n t_ L r--�- TRACK (TYP TOP&BOTT'OMJ N 0.062"- TTr--1.100'-♦ ♦-0.240" 1St '•;! SOF �u t7 iii NYLON BUSHING W/WASHER: L_• ��S/ '-�!�Ipq ,.•'• � RIG m Fi, o.7sD° 7/16"6 x 1/2"@ INTERIOR 30INT TOP � L �iy �� s d I TYP,AT EVERY OTHER 0.870" 0.154" 0-137' i/ ,q G N 5-MAX.� - INSIDE JOINT AT TOP. 7/16"6x1"�INTERIORJOINTBOTTTIM �//% EN 11� �lJw o "_ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN 8E USED ON EXTERIOR _ _ !/!I I 11 S__ ? g W V HOUSING-ZINC DICAST,POWDER COATED > t9 ANGLE O ROLLER ASSEMBLY P4 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT =5 SCALE HALF SIZE 22 SCALE!HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE:HALF SIZE •r7� pLmg F OR KEY/THUMB TURN OPERATED INSIDE. W 20ryti 9lNia z 04 t f 0.250- 23 BRASS PUSH LOCK SCALE:HALF 512E o W Axa=i p W iu R0.155" 1197748"2' 2.125' 0,236' 0.286" 1.603" - O D�0.1.0884"r �•1ITm�_ cs II1r,cp -- rL.`i 00.6 - •�2p•'6' 0.2'$oo6'- -7 ' 0.0.500' 4.000'0.500' 0.623' 1.710" -1.224 T 0.790" 0.090" 0.319" 0.531' 0.531" .2 2.250" cs 0.09 o .2 07" n�; 10.607' .W' "0.250' 0.239"24" . • I 96-0. gi 60" .ti 2.000- 4 � 9�--2.750" .Edggf 1.71 $ ,__I 1• � I j8 27 RAINGUARU 28 DECORATIVE FLOOR TRACK 3.476" 111YYY------ ' D.zaD �I/?m SCALE:HALF 511E SCALE I4ALF SIZE 0.160" 0.222"�Y 1.001 0.062'0.062' 0.062• �-0.176' 30 SCA LINIMATE D E HALFSI E 37 SCALE HAMALE D F 512E TER 32 SCALEFEMA-E BOX ENTER HALF SIZE -4-0.062• ' g }--}0.400' 13' (--5.500'x 13/16"WIDE- 7/16"0 STAINLESS r A 1.167' STEEL NUT �j-t L.,_ _ hob. 1I.��IYI 0.125' I N 1 3 0' 0,438" 1 0.188 5/16-18x1 MACHINE SCREW d mz-o' .L- ---ttt TYP. 5/16"61NTERNAL STAINLESS STEEL k: ,�, 0.121' � II POWDER COATED,ZINC DIE-CAST THREAD O S d� (-♦•0.689" d T4.500' m•.�.. 1.050' QQ OF TA MODEL 20'12 SECTION A 36 T-LOCK ADAPTER 3/ T-SCREW INSERT 3S THUMB SCREW a °ap 1 qOD 40b qOc 8arl��a 6x9 INDUSTRIAL SYSTEMS (OPTION ALJ SCALE-FULL SIZE SCALE:FULL 512E o -r7;0.254' € £ i 35 BOX LOCK SCALE:HALF SIZE 41 0.319 FND STRIP 1° ffi s1�!d & SCALE,HALF SIZE --•Z.CDlr. 2" & 3" EXT e -T r o.12s SCALE: HALF SIZE 1 :LSI _ 0.125' 0.050' I 0.093'7 0.175" P 7y O.OBS" o o -0.125• ooPItlOBRWIc48)IPADOPE o.25D• ry D.o9s• $ 0.093• ^ 15-2339 1 t � Pell, - PASO pEl01BPTTONI 7.0D0" ---� 9 70 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_ \)/tEDM6! NNAADD,RE. ANY ANCHOR PER ANCHOR EDGE SCHEDULE 18"O.0 EXISTING DIST,' ^.� GUTTING SEE END STWFC SCHEDULE FOA hfIO(t No EDO' v 111nnn ry z ry SPAN WHEN Ifs A .ANGLE EMBED ' _ 20,408,406 4R$OC _ EMBED./ 17 (INTERIOR) LEG D RECITON 17 II II F� 17 --�M OR 6.8 21 TART OR 2Fry i 0 411a 7C ET�M[N.0.062"Tt11CK fi063-T6AWM. !o30 ANGLE 1"x 1"MIN.TO2"KS"MAX. 27 25e .- (ANGLE LEG MAY BE REVERSED) ///- -- FASTEN ANGLE TO TRACK W/ 1 1 I DIST. ANY ANCHOR PER ANCHOR (2)!10x1"SCREWS AT ED W V `� v CORNER,TOP A.BOTTOM:ANDED SCHEDULE @ 18"O.0 ATTACH TO 6.8 STARTER W/ �� z 13 13 J 13 13) 832 x 1/2'GALVANIZED OR S.S.SMSk12 x 1/2"GALVANIZED OR Z S.S.SMS 3/16"0 ALUM.POP Vf 6M 9 Cf 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE U'1 w z i---±8—0'(TYP.)_� USE(1)BRASSPUSHLOCKOR(1) MACHINESOLTBNUT@10"o.C. E END STRIP DETAIL BOLT�NUT@1B^D.G. 3 IJ (EXTERIOR) 5/16-18�IUMBscREwINTo7HREAoeo. SIAR'IER AND ANGLE rnLu INSERT 3 AT 1/3 SPAN TO 2/3 SPAN 1'-0'• ANY TRACK W/ w FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULSCREW BOSSES. IDD p W TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF IV.4 ~ E SCALE 3-=T-0" 1"HEIGHT. 1•BI0(2-77 62 R 72 801 USE(1)BRASS PUSH LOCK 13282 94- OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2'BIO(3.7') B2 SEE END STRIP SCREW PO THREADED 1' INSERT 77 ATI/3 SPAN CENTER MATES 2 ST SCHEDULE FOR MAX. W d TO 2/3 AN FROM SHOWN ON RANDOM 62 SPAN WHEN USING BOTTOM OF OLE ITER. 30 DETAILS 3`B/O(4'T^) 20,40a,40b ORAOc, h-RECEIVING HOLE SH AI.L BE 7 CL3/8"t1AX WIDTH.uP TO OR 6.8 STARTER1"HEIGHT. 3D ALT.1-BIO Bz_ Po A)C. WITH 21 OR 25. o E p i•i (2.7`) 2 B J zm` 10 112 01 ��I \\ 0 40 USE APPROPRIATE - dA 22 132 7 `� STARTER STRIP10 g V --_ -- 23 ---- - - 1' " 45 93- y 40 7.0 PROVIDE CLOSURE O 10 80.033' FOR g 13 — 83" BUILDING CONDITIONS. Pj 21 64 e FASTEN STARIER STRIP o SIo 6 TO TRACK W/(2)HIoa1" INDE v� ( ) SCREWS AT CORNER,TOP X0.125• 42 12 ALTERNATE END STRIP DETAIL S BOTTOM 13 " Rs SO 16- SCALE.3"-1'-0'• ANY TRACK W/SCREW J�+��i, w BOSSES. 70 111" R t a¢ I UB W L N uFUR GREATER SPANS OR LOADS THAN p SILL W SIIOWNINERD STWPSCHEDUIE,END g9 (] STRIPS REQUIRE A 011".490'CUP ANGLE g ice-• N RID ANCHOR/V NTIE EXISTING GLASS ANCHOR SCIIEWL!!•114wT/4'TER ---- 8 i 0 I z 13 S[REN OR 114-20 BOLTTO ENO STRIP. Q�Qa W oq 6g USE It)BRASS PUSH LOCK 3D arm OUSE R(1()150 6A�g T l BLOCK (INSIDE) 8�>��a8�a 4 OR(1)5/16-18 THUMB 30 13 ��a SCREW I O THREADED SCREW I O THREADED a•- INSERT 5�N37 AT 1/3 SPAN ILLI 1)Lf TO 183 SAN FROM SPAN E"��¢ BOTTOI.1 OF ShIUi FROM J 1 e BOTTOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL BE Q ' 3/B"I.IN WIDTH,UP T B / - 1"HEIGHT. 3 — CC1 TYPICAL OUTSIDE CORNER CLOSURE Nt —-- - 5 W3 ail "g� O DETAILS WO/CORNER POST 13 11 R CO WPRDONRNMLmMVWPP NTS \ 13 23 13 `SILL 37 215 (OUTSIDE) 15-2339 ` USE I11 SrAm BOX LOCK AT 1/3 ' yF SPAN TO 2/3 SPAN FROM !N11 OrKRIPna"1 BOI TOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE 4U 99 CC2 DETAILS WO/CORNER POST d-, MULTIPLE SHUTTER ASSEMBLY NTS zel(P: SCALE.3' 1'-0" Ali 1�-,f3 I ". irtnxx L oErmwl°°,r.e. CI CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING 7.Cl CONNECTION TYPO 7• MAX1/4-20 MACHINE BOLT - \ REFERENCE ANCHOR r SJ2"" W/14UT(a 12"O C OR SCHEDULE FOR MAX. 014 SMS(°l 6-O.0 -,�• 1 - I SPACING / 1J2. (TYP.TOP 8 BOT 7OF1) ALUM, TUBE , QT••• A.T O Vtm�l. 2 FASTENERS 8063-76 ALLOY / EACH ANGLE -- SEE TABI F A FOR SI2 E. --- I W o 80R 66 J z �� s 2"x 1/B"- ALTERNATE 711IRU BOLT OR 2"x 2"x 1/8" I _ RIEFERNENCEIANCHOR rak GLASS w ON TYPE o ALUM.ANGLE ° --- '- l I Sf.HEOl11.E FOR MAX SEPARATION 13 r N_. ZX °t I• 1 PER TABLE 2 13 I;_.. 1.. 1{, 1 SPACING 14Zw t,, °dnm THREE 3/16"O ALUM. ° L+ ill I GLA55 r Nw ILm WW $"� POP RIVETS OR o 17 OR DOOR�I y,N✓•F ?-,9 rt4-I THREE 0125M5,TYP. 1111 q=w EA ,q4 3/16"4•ALUM.POP I I I 17 RIV ET OR 012 SMS _ 1-F.w ow 10'•D.C.I'lYP I ! / q(rfkN z I °p %.!' TABLE A(CC11 - / 42p 7 ._ (s]uR DR w= 141ESSM VS ALLOWA9IE LE MGM L2 F MAY USE MALE OR - p N 2•x2•r<1v/B' 3•NO&]!9• FEMALE LOCK-SLAT w O PSF N°B(0 00 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 61 130' 169' C5 CONNECTION TYPE Cl CONNECTIO14 TYPE GUIDE TO BUSHIIJG T2 124• 119' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '-ti"-�' \ WASHER)TYP.) rn d CC3 SCHEDULE FOR MAX SCHEDULE FOR 02 119' iR' N75 Y SPACING ! C 9I 114" 16V __i�i� ANGLE SMS(a O O.C. w -'•� ANGLE TO TUBE CONNECTION =�� ' I101 110" 160"lm 164" 14T - 2"x 2"x ,2s- 0� TA13LEB(cc4) EXISTING HOST EMBED. 6063-T6 ALUM TUBE zm 159 gT 131' STRUCTURE 1 t10' 114' PBESSVREVSAU.6 ABLEL6NGTH 5 CONNEC110N TYPE 2'x2`RV9' 3Y3'ki1B" EDGE DISTANCE REFERENCE ANCHOR - BI RI SCHEDL/LE FOR MAX r 6gyf PSF WITH 0 .3N O SPACING 1710 62 113' 166' FASTENER(°7 18"O C. = 33 Tz 19I 1sr Zr E ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 82 101• WrNCHOR SCHEDULE). SCALE 3"=1'-0" 92 95• 139' /fit ddd 102 90" 13Yj/ 120 83" 172 0: h i50 74" 109' w " I00 64" 94• 7..x _ ❑3/16 RIVET OR 1112 SMS 063-T6 ISH GLA55 7(a 1B"O.C. OR 1/4-2y TUDE iYP o u1 PARATION _ = zNUI .BOLT(TYP.). 17 F� PERTABLE Q L D In u3/16"m ALUM.POP4 e GLASS 2G ORIVET OR 012 SMSZa` OR DOOR ccALUM. TUBE (M1B"OC.(TY P.1 € n6063-16 ALLOY x 1/e•'SEE TABLE B FOR SIZE. 2 FASTENERS INUOUSEACH ANGLE NUM ANGLEx2"x.093••6063-T6 6"m ALUM AL ANGLE INSIDE 3 16 a THREE 3/1 ATION TYP. 176ALU14..ANGLE.TYP o POP RIVETS OR d 17 THREE R,2 SMS,TYP. - W ETT E 0157 ' 0 1"x 2"x 1/0" 4 CONNECTION TYPE Will ll �qy�H� 13 OR 2"x 2"z 4/B" '-ti/"' SCHEDUREFERELE EEf•URCHOR MAX i 1J l �° ALUM.ANGLE SPACING GOnTMT919RLR?KV=P8 3SS -USE MALE OR FEMALE LSE MA A7' — 13 - --EXISTING CONCRETE, 15-2339 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION PME11115mp oM 012 x 1/2"GALVANIZED SCALE:3"= I'-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s I SMS,3/t6"w AI uN. SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20 t41'S MACHINE BOLT 8 NUT SCALE:3"=V-0- ca Is"a c -0"La18"ac • FRANK BERNARDO,RE C5 CONNECTION TYPE IF 3^S."S REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE SPACING 20 MACHSIJE BOLT GLASS a CLASS wy Ci CONNECTION TYPE S"MAY.. t/t 12" OR DOOR ti u u y OR DOOR----- ,�w r REFERENCE ANCHOR �W/NUT (Dl 12"O.0 UJJ LC�•'•NO t�o a i- N d r SCHEDULE FOR MAX, 7B 014 SMS fp}6"0 C- TwQ'- MN 73 a �n x+w SPACING 1/2•• (TYP TOP&BOTT6Mi t ealo'k-.91. MVH. 13 Vt w 2 w S=-_-� *- 1/4""20 THRU BOLT W/ CiASs X `A n ARAT t-`um " �'Um EPARATIOh1'EPARATI Q=a Q N 14 x 1/2•'51.15 nP 12"0 C PER x��rZ H w LOCK NUT(d 12".0 C OR PER E H H ti OR 3/16"0 ALUM POP TABLE 2 a u a n G O1 ""0T,•12■V2"SMS O AL O.C.E.S. m; RIVETS 6"O.0 OR 1/4"0 S n (TABLC 2 w Q OR 6OR 3/76•'01 ALUM.PpP m1R 1/41mALU)@POP RIVCTS � ALUM.POP RIPETSit�AND 3� //rs12"D.C.C.S. --- 1/4"MAX FROM PIIJ rw_ i/4"MAX.FRphi PtN ASSEMBLY MIN GLASS ¢AND 10 GUI E To BUSHING tJZ"TYP. GUID TO BUSH NG PER TABLE213 =ASSEMBLY WASHER ITYP.) w WASHER(TYP.) aiJ2'TYP EXts iiwG CONCRETE, 3 CONNECTION TYPE OR DOOR N2'w x(J w i BLOCK OR WOOD FRAMING uZl m - EC1GE REFERENCE ANCHOR - K w¢z 1- 49 A w / --C4 CONNECTION TYPE OIST SCHEDULE FOR MAX. p a W REFERENCE ANCHOR '� SPACING uN ID SCHEDULE FOR MAX L 7 n / GIST. SPACING A$SHOWN -C3 CONNECTION TYPE iN DIAGRAM ON PG.4 wREFER EN[E ANCHOREXISTING CONCRETE, o ..}Op 66R �-- SCHEUULE FOR MAX. BLOCK OR WOOD FRAMING SPACING FOR FA5iENER - /2.. 1/4-MAX FROM Pitt "1 ,y / SPAN LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING � REFERENCE ANCHOR 7/2" V4"MAX FROt4 BACK ANCHORS NOT REO'D �.l INSIDE MOUNT SECTION SCHEDULE FOR MAX. % WASHER ITYp,I N H£ WITH THIS LOCATION L.-/ 5 CONNECTION TYPE nC$ PIIJ GUIDE TO SCALE 3"c 1'-0" SPACING / 19 (TYSPtING WASHER ('n 1 INSIDE MOUNT SECTION REFERENCE ANCHOR I �j SCALE:3"=1•-0"' SCHEDULE FOR MAX. f EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMIN EM@E D. 'A—2��cC / Ca BUILD OUT MOUNT SECTION9 21 TYP BOTTOM EXISTING CONCRETE, SCALE-3-=P-0" g p BLOCK OR WOOD FRAMING E �g NOTE:FOR DETAILS A.B,D,AND EON THIS SHEET, EDGE DIST. EXISTING o g THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECIIOPI TYPE STRUCTURE d WITH 1/4"GAPS,PROVIpED THAT EACH SEC TIOW REFERENCE ANCHOR EMBED HAS wCONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m Fp E SCHEDULE FOR MAX.T4AXREFERENCE ANCHOR B MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACKw _ _ 5 SPACING 6 SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. 3 15 SPACING i/2" &RV N ¢ w W Q 3C GLASS DOMIN O7� a OR DOOR =o o a �' ww 012 x1/2"SMS(ut 3EPARATIO 13 = ZZ, -• wl.Ir-t ¢w� O.C.OR 3/16-0 ALUM. PER N ZZ, rLVU1 nD 99 EE811 fN Ow POP RIVETS @6"O.0 TABLE X OWH GLASS Of 13 ] Nww 6 I- w w MN.GlA x W. ' ] to OR 1/4'•0 ALUM.PUP a a a DOOR =F.Z u if¢!t Mi 6 96 MM GLASS 73 N r Z u RIVETS(D 12"O C. F 0, PER ABLE 2 N N a j SEPMATION l7 O IA a v X�u 0 m,_ti41 FE11 TABLET xzozi- - a��a �a� t( 1/4-20 S.S.MACHINE awn a 7 AND 8 F a g o p 1/4"MAX FROM PIN w fflAp SCREW&NUT(P L u to ASSEMBLY 1l2'• 1/2" GUIDE TD BU$M114G c 12"OC, a w TYP. WASHER(TYP.) F; j GLASS Er & OR DOOR 1/4"MAX.FROM Pit) m m o 1/4•'MAX.FROM Plw a + S! x GUIUE 10 BUSIiiNG ,E„ '---C4 CONNECTION TYPE GUIDE 70 BUSHING_ $( !'+ Q WASHER(TYP I EppE� REFERENCE AIJCHOR OO WASHER ITYP.I � � j •�p EXISTING CONCRETE, DIST. SCHEDULE FOR MAX f. /�P7WnIFR+fKLDBKYWP.E n BLOCK OR wo0p EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE IN OIAGRAt-}ON PG 9 REFERENCE ANCHOR 15-2339 OR - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX etA4a "x 3"x U4•'CDNT ,e+ 3 CONMECI'ION TYPE 1112 x 7/2"SMS(Tu 12" SPACING 063-TG ALUM.ANfiLE /i REFERENCE ANCHOR SPACING ALT.FASTENER "%wff Oupim, /`,-,{r 5LHECIULE FOR MAX, OL'DI RIVETS @ ALUM. LOCATION FRONT AND EXISTING CONCRETE, AY BE REVERSED SPACING POP RIVETS @ 6"O.C. BACK ANCHORS NOT RED'U BLOCK OR Wool)FRAMING 5 SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION Op WALL MOUNT SECTION RIVETS(A 12"0C. /�CEILING INSIDE MOUNT SECTION SCALE:3••=V-0" SCALE:3"<1'-0" O S �LIO�UILD OUT a SCALE i 3"=1'-0" iMNK L BENNMOG,P.E. MN GLASS 1\11 �MFE00/4;99 ii GLASS SEPARATION 2 OR DOOR PER TAOLF.7 _P, I EiHr a�= G!ASS OR F N DDDR �* No P 00465 7 a Z GLASS OR MN GLASS =W d DOD SEPARATION -� LQ*- X=IA a w PER TABLE 2 STA Ni Q 'a MN GLASS w E hUSEPARATION a NFL7 PER TABLE 2 w wQ K �OZ F ~ I7y_ULox _ =Zw 7 =.'Ap ���11.11 O Z J]] �>Q i 13 a w¢IUrt 13 X zoo �Q �amQ � E Joz u a RIEFERENCEIAN ANCHOR T_ON TYPE 4 J u 4 W MAX.FROM PIIJ GUIDE 2B '0. SCHEDULE FOR MAX. Q a u3 x0Z N 1'U BUSHING WASHER(TYP) lA - 0 [a I TWO 1/4"0 WOOD 250" SPACING— — Np�'dw LAG MAXE WITH 2 t REFERENCE TIANCHOR w❑ THREADED PENETRATION p SCHEDULC'FOR MAX W % "T"INTO CENTER OF 2X STUDS /W/ SPACING /�m M I iB IB 14 SMS @)MIOSPAN BETWEEN / �W EMB "T• / DI',. w STUDS FOR TRACK TO 1"x 4" / PLYWOOD A TUBE 1014NECTION EXISTING HOST STRUCTURE S TUcc( FINISH 1"x r,••x.125" / 6063-T6 ALUM.TUBE N , O DECORAJIVE FLOOR TRACK DETAIL (,WALL MOUNT SILL DETAIL m THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=1'-0" 0 SCALE 13"-1'-0" EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECTIONTHIS DETAIL MAY oo �' ALSO BE USED a 11..tt SCALE a 3"e 1'-D" AT TOP c g E 09 � �IG�•1 ACCORDION SHUTTER IY PER PRODUCE APPROVAL td 'o —GLASS FPM GLASS OR DOOR z 0 SEPARATION 13 D in I�!R � IA ° PER TABLE2 z A EXISTING WOOD W-0.421 �9 APPLICABLE AT TOP X z TRUSS OR RAFTER A AND OR BOTTOM £ Q a @ 24-MAX.O.C. F M EXISTING FIN1 11� MATERIAL 5 6 - _ �_1/4"MAX.FROM PIN GUIDE 2"x S"x 1/B-60fi3-T6 A' It �i w 1/2"MIN. - TO BUSKING WASHER(TYP 1 ALUM.ANGLE Vl/THREE I ii T o' CC IIgI{ s 2"%3"It xCONTINUOUS OR -- 2.175" t6 1/4"TILE(TYPJ 1/4"0 WOOD LAG w 7= 1 E 4 2"x2"xYa"x CONTINUOUS FINISH MATERIAL SCREWS WITH-2-3/4" II .I e8 6061-T6 ALUMINUM ANGLE —� MINIMUM THREADED3/4"PLYWOOD PENETR."T"IN WOOD CA 5 6 i .9"MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A32S GRADE THRU BOLT'(uT 7"O.C. EACH RAFTER OF TRUSS, ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR S/16'•0 A32S GRADE THRU ROLT Cln 12"D C. 24"O.C.MAX WHERE _ EXISTING CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYOND gy _ AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAI4 W e C �i MOST STRUCTURE WITH E p �— 1/4"0 ELCO UITRACON TO CONCRETE/CMU %O ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1%4"MIN.EMB. 6", EXTEND ANGLE 70 ei 3"FROM ENDS AND 4"D.C. 2-1/2'MIN. STRUCTURE(3DOU PSI MIN) OR 7/4"0 LAO SCREW @J 9"O.C.W/1-7/8" NEXT TRUSS. w J:3 - t vip•- � ^ �f@ FOR BALANCE WITH 1%" MIN.EFiB. IM WOOD SG=0.42.TO 0.55. w �n��� ■ MIN EMBEDMENT AND 23¢" MAX,DESIGN LOAD AT 5'-0"MAX SPAN: EXIST ING CONCRE 1 E, 13 =f Z m MIN EDGE DISTANCE, t 62 P.S.F. HULLU W BLOCK OR / X L7 O z a fxA/IC9ifFIIMILIII7�NIW1'd STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-D"MAX SPAN: WOOD FRAMING.SEE x:z o z 2••x S x ve colJT. a s 15-2339 SPACING,7YP. t52 P.S.F. A14CHOR SCHEO. ALUM A14GLE(6063-76) E as - BASED ON TYPE OF t''A SCAL& ' OBUILDOUT MOUNT STRUCTURE IMa e�eeoesnTvn6er HO SCALE,NTS AX.DESIGN LOAD Hb PASS THRU;DETAIL TRUSS MOUNT SECTION 99 SCALE 3"=1'-0" O SCALE<3"=1'-0" _ C U EXISTING HOST ALT.LEG DIRECTION 7� IE9N%AaBe,F:E.. STRUCTURE 1/4"ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN !/j -•' EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE �. EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY AX (2)6063-T6 ALUMINUM TOP OR BOTTOM IT-_ I ANGLES PER BEAM END,SIZE �': 0 -0 6549 '• PER SPAN TUBE SCHEDULE _*-: _ EMBED. I SPAN TUBE PER DESIGN SCHEDULE EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �,�'.,• E F~M•' SHUTTER BLADES >:d / - 12"O.0 OR 014 x 3/4"SMS 6"O.C, � t7 3.5"MIN n N z 1 �•` TYP3'MINICAL I� Ll/2"MAX.5 6 y lu / I Qlu<U. &p�Z EDGE -Il- SEF12S EDGE 3 16 �= 8 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS Z 'G �� m ROUND WINDOW ASSEMBLY) EXISi1NG Q SEPARATION 13 Pai 2 (jJ(( oA W MAXIMUM OF 3 WINDOWS GLASS OR `�C w 1AAIIf���� PER EVERY OTHER BLADE DOOR N o WH 1 LIGHT-N-VIEW WINDOW =moo EDGE 1/2'MAX �w DISTANCE w ~ $ N.T.S. EXTERIOR ELEV �=p ( _ _ N m (5)06 "-wl7 3 16 II I 1/L-'HAX.fROH PIN DUIOE !A �0 0 �j 4 TC BUSHING WASHER TTyP I q ID ACCESS X1/4-20 MACHINE BOLT W/NUT D •N m.IN 1/2' HOLE 12"O.0 OR 014 x 3/4'SMS W O.C. m 2.875'0 HOLE TD �. -SPAN TUBE PER w' RECEIVE ROUND EMBED. I DESIGN SCHEDULE top WINDOW ASSEMBLY - 1/2• _(2)6063-TG ALUMINUM 1"li_ $ 'I '(T4AX. ANGLES PER BEAM END,SIZE C % EXISTING -1- PER SPAN TUBE SCHEDULE HOST 1/4'0 THRU BOLTS SEE BEAM xm a STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m EPMIBED IN CONCRETE OR HOLLOW BLOCK 3" MINIMUM FF (- SPACING,AND 3'MINIMUM EDGE DISTA7fCE ?9 p 0.125" 0.032" 0.125' MAX.DESIGN LOAD=f 72 PSF c S 0.032" III _ Q 3 SPAN TUBE SECTION 0.196" VERT SECTION p� y SPAN TUBE SCHEDULE h r 11 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER 3PAN THRU�OLT3ANCHOaLEP� LENGTH S ROUND SIZE SPAN I + I WINDOW 70P BOTTOM TOP BOTTOM TOP BOTTOM -TOP-T BOrrOM rd �Ip1 I ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE S � S 1 7'a rAsk 60• 123.0" 1 135.2' 2 2 2 3 4' 7' 7'i v 98' 101.7' 1 106.8' 2 2 3 3 r r ��ad� / 89.8' -BIA• 2 - 2--3 -_3- T 7' Elie 1• 129.1" 167.0' 2 2 2 3 4' 7' / 0.126' BB' 114.0• 124.1•- -2 Z 3f _3 7"123' 102.6" 109.91 2 2 4 4 10" 10' d / 80• 138.0" 788.8" 2 T 3 J T neN _= gp� 0.188' I 0.129' 1. 122.7' 155.7' 2 2 3 4 7' 10" N 02.875' 03.250" ' 123" 115.1' 137.6" 2 3 4 5 10' IT e 60" 158.1' 240.0' 2 2 3 4 •„ / 25187T �, 140.8" 229.8' 2 _3 _ 4 6 10' 18__ r �•� / O.7B75' 123' 132.7' 203.1' 3 A~ 5 '7 13' 1B• c 8 n LIGHT-N-VIEW WINDOW \� WPO4RRBVMLB�W60PE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB �� / SPAN TUBE SSE 2 x3 K HEDULB NOTES114a OR q"ANGLES FOR 24x5"&2"x6•BEAMS. 15-2339 2. USE 2•x5"x1/4"ANGLES FOR 2"x8"&2"x10'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwe opx�Erci 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 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WIN DOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS 2 , ,ANCHORS ANGLES AND BOLTS),WITH THE SHATTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARELNOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-TG ALUMINUM. ANCHOR SCHEDULE: CONCRETE TAxNxI BEIINARDUT Ae. III I rPE0K L BEI ,;,;�• 2.5"MIN EDGE DISTANCE --_ --_., Sans Up TD 6'-0" Spans UO To B'-3" Spans Up To 12'•0" G LOAD CANN TYPE CONN TYPE CONN TYPE - \ _ ANCHOR (P O Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS �: NO PE004 -• ' 1/4`NW TAPCON OR ELCO 43_16-0"16 15_0" 18.0"16.0'IG.O" 9.0" 13_O'16.0"16.0" 9.5" 5.5" 0.5•' 14.5" - ULTRACON WITH L-3/4' S3 16.0"16.0"10.5"34.5'16.0"10.0.12.0" 7.0" 10.5"16.0"15.0" 7.5" 4 5" 7.5'• 10_5" - EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 18.0"36.0 9.5_S.5" O.S" 15.0"15.0 7.5 4.5 7.S' 10,5" xJ 7 4y V = _70 16.0"13.0" 7.0" 11.0"18.0"15.5" 0.0" S.0" 7.5° 11.5"15.0" 7.6_ 4.5_7.5" 10_5° 7 , 100 COM IJATIOIq.Qom. STATE 0 L•IA " 100 19.0" 7.5" 4.5" 7.5" 10.5"15.0' 7.S' 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5(TYP. 9 / TO C01481NA 710FJ;�S•.,'�(ORIO LL y s 1/4'MILLENIUM MILLFASi 43_ 18.0_'LOM-15.0"16.0"LG.O"1G.0"16.0" 9.0'• 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" FCAI v� WITH 1-3/4'EMBED(3275p51-53 18.0"16.0"1].O"15_0•'16.0 16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" 7.5" 9.5'_ D _�777s��NALMINCONCRETE) 62 IG.O"15.0" 8.5" 13.0"16.0"16.0" 0.5" 5.5" 9.0" 13.5"13:5" 7.0q.57_S9.5" Q70 16.0"12.D" 7.0" 11_0"16.0"14_0" 7.0" 4.5" 0_D" 10.5"13.5" 7.0" 4.5" 7.5" 9.6" W `8_ 100 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" Y3.5"_7.0" M1.5" 7.5" 9.5" I 1/4"ELCO CRETETEX SS4 43 I8.0"18.0"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" 7 x S ITYP.1 2 x 5(TYP1 W/2'EMBED(3350P51 MIN 53 16.0"16.0"16.0"16.0"L6.0"16.0"16.0"10.0"15.5"16.0"16.0"10,0" 6.5' 11.0"14.0" CONC) 62 16.0"16.0" 1G.0"16.0" im 0.0" 13.0"36.0"16.0"10.0" 6_5" 110"14.0" oC E (J_1111111ITp• 70 16.0"18.0"10.5:16:0"16.0"16_0"]D.S_' 7.0"_11.5'15.0"16,0"30.0" 6_S_11.0"34_0" 100 16.0 SO.D"6.5" 11 0"14.0"16.0"]0.0" G,5•' 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" 1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHO(T SCHEDULE SPACING Cl C2 �C3 CM1c5 Cl C2 c3 C4 Cs Cl C2 -C3 C9 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4-ITWTAPCONORELCO 43 16.0"L6.0" 7.5" 8.0" 16.0"16.0"16.0" 5.D" 5.5" 16.0"16.0"19.0"13,0"14.0-14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE t{ ULTRACON WITH 1-3/4" S3_16.0"16.0" 5.5" 6.5" 16.0''16.0"12.0" 4.5" 16.D"14.5' 7.5" 30,0" ANCHURS ONLY n 4¢ EMBED(3192pN MIN CONC) 62 16.0"15.5" 4.5" 5.5" L6.0"16.0" 9.0" 4.0" 14_S'14.5" 7.5" ✓ 10,0" - C4 CONNECTION TYPE USING PIECE O WITH _^It r OUTSIDE AIJCHU RS ONLY 70 16.0"IS.5" 4.0" 5.0" 16.0"15.0"7.5_' ��� 11.0"14_5" 7.5" 10,0" 4 _ 100 1q.5" 7.5 10.0"14.5 7.5" 10.0"14.5" 7.5" 1/4'MILLENIUM MILLFAST 43 16.0 16.0"33.0'13.5"16.0"16.0"13.0" G.6" 9_5" 16.0"13_D" 7.0" 4.0" 7� WITH 1.3/4'EMBED(3275p5i 53 16.0"16.0" 8.0" 11_0'•16.0"16.0" 9.D" 5.0 7`5" 1G_O"10.5' S.5" 5.5" 7.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0 11.5" B.0" 9.0" 16.0"13.5' 7.0" 4.D" 6.5" 11.0"10.5"'5.5" 5.5" 7.5" 4 lu 70 16.0" 9.5" 5.5" B.0" 16.0"11.5' S.5" 5.5_' B.5'• 10,9" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING p1 W ru _ ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE m R 7.5" _ LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv e{Ed B, PS _ .• - L-1/4'MIN EDGE DISTANCE ?9A a = 1/4'AL SOLID-SET *13 C2 C3 C4 CS Cl C2 C3 c4 CS CS C2 C3 C4 C5 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m< u ANCHOR W!7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-2tl SS MACHINE SCREW l6_08.510.5• i6J0"16.0 12.0 .5" . 16.0"1212^5G.5' 3.05. �pUALTONEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER(3000ps1 MIN CONC) L5.06,5B.P' 16.0 16.0' 8.5_ 4.0' fi.010_0" 5.0" .0" 7.0'. THAN OR EQUAL TO SHUTTER SPANE11.0" 5.0T 7.0" 16.0"12-5"6,5" 3.5" 5.0" 10.0"10.0" 5.0" 1.D" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDEN7TFICATION OF CONNECTION TYPE. E9.0" 4.5" 5.0' 16.0"10.5" 5.5' 3.D" 4.0 B.0 10.0" 5.0' 4.0 7.D"5.0" 9.0 7.D" 10.0" 5.0" 4.0' 7.0"10,0" 9.0" / 4.0" 7.0" 4. EXISTING STRUCTURE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE - BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 114'ALL-POINTS SOUD-SET 3'MIN EDGE DISTANCE. _ _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/6'EMBED 4 CS C2 C3 C4 C3 Cl CI C3 CM1 C5 Cl C2 C3 G7 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-2055 MACHINE SCREW _43 16.0' 18.0"16.0"]6.0"16.0"16.0"16.0"13.5'•16_0"16,0"16,0"11_0" 7.0" 11.0" CONNECTION TYPE. g, (3000ps1 MIN CONC) 53 16.0"16.0"13.5'16.0 16.0"16.0"19.0"B.S' 13.5.76.0"16.0" B.5 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE t1�k�w�MlyTt SC 3 62 16.0 16.0 10.5 16.0" 7.0" 11.0"16.0"16,0" 8.5 5.5 9.5" 12.0 ONLY. s� 70 16.0' 35.0" 9.0" 14.0"16.0"16.0" 9.0 6.D" 10.0 13.0 16,0 8.5" 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"L6.D" 0.5 5.5 9.5 12.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 114'POWERS 55 DROP-IN FINISHES. W/I/4.20 SS BOLT AND CS C2 C3 Cil CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1'EMBED(3000ps1 MIN 43 16.0 16.0 14.D 16.0"I6,0"16.0 14.0" B.0" 12.5 16.0"14.0" 7.5 5.0" 0.0 11_5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS S@ 69 S CONC) 53 16.0"16.0" 9.5" ]a.0"16.0"16.0" 9.5" 6.0" 10.0"16.0"11,5" 6.0" 4.0" 7.0" 0.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEppDATE WOOD FRAMING G: 62 16.0"12.5" 7.5" 12.0"16.0"14.5' 7.5 6.D" 8.5" 11.5"11.5"6.0 4.0" 7.0" 0.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYW000 L5 ACCEPTABLE ONLY FOR i8 SIDE CLOSURE PIECES. 70 16.0"10.0" 6.5" 30.5"16.0"12.0 6.0 4.0" 7.5 9.0 11.5 6.0" 4.0" 7.0" B.0" 100 11.5" G.0" 4.0" 7.0" 0.0" 11.5" 6.0" q.0" 7.0" 0.0" 11.5" 6.0" CC" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER -1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN.1 WOOD STUD.3 4' i/4•POWERS 55 DROP-[N _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN�. LAG SCREWS SHA!!L W! POWESS BOLTAND Cl C2 C3 C4 CS Cl C2 O rA CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD ORHEX HEAD. ETi e 1'EMBED(3000pa1 MIN 43 16.0 16.0"15.0"16.0"16.0"16.0"14,5" 9.0" 13.5"16.0"15.D" 7.5" 5.0 9.0" 12_0" p{ 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN a E A CONC) 53 16:0"16.0"10_S'15_0"16.0"160 ]0.0 fi.5_10.5']G.0"12.0 6.tl" 4.0" 7.5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 6 f Rr-m 62 16.D"13.0" 8.0" 12.5"16.0 15.0 8.0 S.0" 9.0" 12.0"I2.0" 6.0" 4.0" 7.5" 8.S' HEAD(SIDEWALK BOLT),U.O.N. R 'Ld'+---'a'" _70 16_0"10.5",7.0" 11.0 16.0 12.5 6.5" 4.5" 8.D" 9.5" I20" 6.0" q,0" 7.5" 8.5" Ul DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. @ g5 •100 12.0" 6.0 4.0 7.S' 8.5" 12.0" 5.0" 4.D' 7.5' 5.5 12:016.0'.14.0 7.5" 8.5" •fa __ _ _ ___ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, R125M5 W/2`EYEWALL Ci Q C3 C4 CS Cl C2 C3 C9 C5 CI c C3 C'4 CS NUT OR WASHER WINGNUT. 0]PIRMIRUH(LIBIWWPL ARMOR INSERT W/2'EMBED 43 16.0"16.0"11.5"14.0"16A"16.0"16.0" 7.5" 10.0"16.0"16.0'• 9.0" _ 6.5" 17.5 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. iJr_2339 (2000p9 MIN CONC) 53 16.0 16.0 8.5 31.0"16.0"16A•'_11.5' 5.5 8.0" 16.0'•14.0" 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"14.0" 7.0" 3.5" 5.5 10,0 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCA1a, DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL rJwe OESGIrM111111 70 16.0"12A" 6_0" B.D" 16.0"14.5" 7.5" 4.0" 6.0" 30.5"14.0" 7.0" 3.5 5.5 10.0 CONCRETE SCREWS TO HO OW BLOCK 5_9" L0.0"14.0" 7.0" 3.5" S.S' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" 4125MS W/2.75'EYEWALL 43 16,0 36,0"16_0"16:0"16.0"16.0"36.0"10.0 14.0"16.0 16.0 11.5' 6.0" 9.5" 16.0" 9 ARMOR INSERT W/25' 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(200Dpsl MIN CONC) 62 16.0"16.0" 9.S' 13.5"16.0"16.0"13.5 6.5" 9.5" 16.0 I6.D" 9.0" S.0" 8.0" 130" 70N0'16,0" CO. 11.5"16.0"16.0" 9.5" 5.5 8.5 14.0"16.0" 9.0" 5.0'• 8.0"13.0" 100 16,0" 9.0" 9.0" 8.01'.13.0".16 9.0" 5.0" 8.0"-13.0-116.0"-9.0" 5.0"_ 8.0-_17.0" _ • APiel 14 Cl Co Em 9EN Ema ��• MEE Fri m. nli Eii I ME ME ■mt�©mmmm©m��, aasa�ammimmDO©m©mm LE&W .. � �® E K 2cEAmiRI/i Em9w %//A///� �7�////��/////"fOl///,LES%//.�1..�/�/A!/%/A/%//Afl7�A/,!!��� �• /' � . �/ mu i�y///, "ii '/oo// ��Ai,�i/,��iiiAiai� /i / / /ll - - %l//A/ ANCHOR W/1-1/4'EMBED ,_.w.,......... � �/A�// //./////.'%////�i%/%/%//AAi%%/�Y////9�%////f%A/DAY'/AAil/Ol//��///%/Y//%%Y/A%/%%//��%/////i'/%/%/MWULF �''// /%%//)i%%////U/// m®m®mmmm©om©mmmmmmo©©mm©mm WOMEN m��/.f//i.%��A/A,®�Aiia.�AA��A/a,®�'AiiiiaaiAAAi� • i//A�� �m©mmmm©i�iommomm/,©mo©m©moom©mo©m© ����0� :; � SHIM=' �Y%/G%/////%///%ly/A . /. ii �1%Aii %///// ��y///L.® [ ///A�//A//,.[�LE31�%/////./////[SIL :t • m©mm m ' ©m m mm©m©am®m©tea � '//17/////A/63���%i %�`//A///A////�'////Al'////Y//// • �'➢i' ����%/////® �f'.��//Ai%/A//A//il9 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK �p404 1"111ROO"E \`ill]4]/!ii SI6546 F 2•MW EDGE DISIANCE 'Syms Un To OJT Sonnsgeto 8'-3" Bans Up TO 12'-0" �� ♦♦ ' 4iC Y LOAD CONN TYPE CONN TYPE CONN TYPE `C' .• "� .^N a ANCHOR (p") c1 a C _ 4:. ..���_•--/// . = C3 C4 S Cl C2. C3 I C4 I CS CI C2 I C3 I C4 I CS _�. No F11004654 3 012 SMS W/2-EYEWALL 43 16.0'16.0" 7.5" 9A" L6.0"15.5" 8.5" 4.5" 6.5" 15,5" 8,5" 4.5"V111XIA 4.0" 7,0" 3o ARMOR INSERT W/14/4" 53 36.0"10.5" 5.0" 7.0" 16.0"22.0" 6.0" 3.5" 5.0" 21.d" 7.0" 3S' 3,S' S.0" _'O *7.O N EMBED r--_"-- -rr1-9.5- - om U 62 24.0' 7.5' 4.0 6.0 14--Pa" 9.tl" 4.S' 4.U"_7,0" T. 7,5" /TEL -SAR ^y0 :, _ 3.5" 5.5' J.0" 3.S' 3.5'S.U" 'C) "r STATE OF uE m is ., 100 7.0" 35 / 3.S'' 7.D" 3.5" 3.5" S.fl" 7.0" 3.5" 3.5"5,0" y".��1 ••�,<OgIOt+,.�' wt'i 8 ANCHOR SCHEDULE: WOOD (G=0.55 f'' '`i;ANAL !+11tuU�j1 ZW o "s 3/4'MIN EDGE DISTANCE - r1 Spans Up To 6'-0" SoaRs U.T.8'-3" ins UO To 12'-0" b Q W v u 0 a LOAD CONN TYPE CONN TYPE CONN TYPE O _ o ANCHOR (PsQ x CS C2 C3 C4 C5 CL CZ C3 C4 CS C1 C2 C3 C4 C5 (� 0 9 114•LAG SCREW WITH 1-314 43 4.5' MIN THREAD PENETRATION 53 16:0"16.0" 8.5" 20.0"16.0"16.p"16.0" 6;0" 7�p" I6.0"11.5" 4.0° 5.0" 16:0" 01 0:bx w 62 i6__TO"Ifi.O" 7.0"85"]6.d"I6i0"I4.5" SA" 6.0"_16.0"i6�D"12y5 4.0" 5c0" 16.0'" m ( SUlUtLC>=• 70 16,0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 5.5" S6,p�'16.0"11,5' 4.p" 510" 16.0_' W f3 140 S6.p"11.5" 4.4" 5.0" 15.0"25.0"31.5"4.6" B.4" 16.0"16.0"11.5" 4.p" S.d" 16.0" 'a 7/16'WOOD BUSHING WITH 43 16,0"160" 8.0" 10.0"16.0"I5.$" 8.5" 4.S" T.0"' 15;5' B.5" 4.5" 4.5" 7,0" 0 1-13'MIN EMBED 01/4.20 53 16.0"HIS" 5,5" 8.0" 16.0"11.0" 6,0" 3.5" 5,5" 11.0" 7A" 3,5' 4.0" SA" ^ .M4. Sr MACHINE SCREW 6Z 14.0" 6.6" 4.5" 6.5" 14.5" 9.0" 4.5" 3.p"4,5" 7.0' 7,0" 3.5" 4.0" 5.0" �^ o ,L..ann 70 12.0" 6.0"3.5" S.5" 12.5" 7,5" 3,5" 4A" 5.5" 7.0" 3.5" 4.0" o E�00i YDO 7.4^' 3.5" 5.0"-7.D" 3.5" 4.8" S.D' 7.0" 35" 4.0" 5.0" d 3 #14 SMS OR♦14 WOOD 43 16.0"160112.5"14;,5"16.01 16.0"16.0" 8_•0" 10.0"16,0"16.0"Il.$" 5.0" 70". T670 SCREW WITH 1-3/4'MIN S3 16.0_'16.01119.0" 11.5"16.0"16.0"15.0" 6.0"' 9,0" Y6.0"16.0" 9.$" 4.0" 5.5" l3�0" THREAD PENETRATION - ui 62 36.0"16.0" 7.5" 9.5" l6.0"16.0"11.5" S,0" 7.0" 16.0"16.0" 9,5" 4.0" $,5" 13.0" RAq• C3.0"36.0° 9.5" 4.0"' S.5" 14.0"S6.p" 9S^ 4.0" 5,$" 13.0" oI'-DP70 16.0" 6. 5.5' 16.4" 13.0' 6.0"19.5" 4,0"8,5" .0100 16.0" 96 o ANCHOR SCHEDULE: WOOD (G=0.42) Z 314'MIN EDGE DISTANCE - G Spans Up to 5'-0" $EgiBs UO To 8'-3" 521�P To 12y0" - y" op ANCHOR LOAD CONNIVE •CONN TYPE CONN TYPE c �P R xG (Ps0 CI C2 I C3 I C4 I CS Cl I C2 I C3 I C4 CS I Cl I C2 C3 I C4 CS 1/4'LAG SCREW WITH 1-3/4 43 25A"i6A" 9.0" 10.0"116.0"16.0"116.0"15.5' 7.0" 16.0"15,0" 9,5" 3.5"1 4.S"USX" MIN THREAD PENETRATION 53 16.0"16.0" 6,5" 8.0" 16.0"16.0"lLS' 4.S' S.S" 16.0"IS,O" 7,5" 3.0" 4.0"1L0" 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" S,d" 15.0"15.0" 7.5" 4.0" 11.0" R d 70 16.D"33.5"4,5'" 6.D" 36,0"16,0" 8.0" 3yD" 4.0" 11.5,25.0" 7.5" 3.p" 4_„0"Lt. ]00 ISlO" 7.5" 3.0" 4.0" 11.0"IS_U" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.q" 11.0" ^1 o i i4 SSMS OR 7714 WOOD 43 56.0"`26,0" 8.S" 1D.5"15.0"LEV 12.5" 5.S' 7.D" 16.0'"F3.0" 615". 3.5" 5.0"10.5" �_" - o• SCREW WITH 1-3/4"M114 53 16.0^16,0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5,S" 2.5" 4.0•' 7,5" d 3 THREAD PENETRATION 62 16.0"11.5'SA" 7A" F6.0"13.0" 6,5' 3.5" 5.0" 10,5"10.5" 5.S" 2.5" 4.0" 7.5" ' 4mDn4�mmlm* 70 16E.I:95" 45" 6.0" I6A"1L0, 5�5_3.0" 4,0" 8�p�10,S9 5,5"- 2,5" 4y0" J,5_ 100 10.5" 9.S' 2.5"4.4 7.5" 20.5" H.5" 2.5" 4.0" 7.5" 14.5"5.5" 2S" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK W�y 4"MIN EDGE DISTANCE how ¢o K d K 16 LOAD S-U�Tp 5,_-D" Ssxns UpTa"' Sppns Up 70 l2'-d" ti (P50 CONN TYPE CONN TYPE CONN NPE Tt St k ¢ o ANCHOR 2[p s� Cl C2 I C3 I C4 C5 Cl i CZ I C3 I C4 I CS C2 I C2 I C3 I C{ I CS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"t6A'•16.0"16.0"15,0"16.0"16,0".16,0"115.0" 9,0" 14.0"16.0" _ 2-1/d"MIN,EMBED 53 36A"i6A"16A"I6.0'15.0"16^0"16.0"11.0"'16.0"16 0"16.p"12.0" 7.5^ 12."16.0" �w.sa lic 62 16A"16.0"1.4,d"16.0"16;0°A91.11-E.9A,�' 14.p^I6-6 16.0",12.0" 7 S' L2,p"16.0" $$$ 70 16.0"16.0"11.5"16.0"16,0"16.0'12.5" 8.0" 32.5"16.0"16A 21 0" 7,5•,_12.0 16.p" 2® 100 16.0"12A" 7.5" 12.4"i6A"1b:0°12_0" 7. AB 5" 12.0"i6A"F6.p 22 0" 7,5" iZ.O"i6A_' s kg �r } 5/I'6•ELCO ULTRACON W/ 43 16.0"16.010.5"14.0"16.0"36.0"30.5' 6.5" 9.5" 6,5" 9,0" Id UIN p 2.1/4^MIN.EMBED 53 15.0"'13.5' 7.S" 11.0"16.0"14.0' Z5" 7.5' 13.5" AO" 6.5" fXRl1G48W1LL[6tWOptE 5 62 36.0"10.0" 6.0" 9A''- 6,q'_11.0° S.S' 6.5" 9.p" 9.0" 6,5" 15-2339 " 70 SSA" 8.0" 5.0"�-8,6" 15.5" 9.S" / S.S. 7.0" 9.0" 6.5' too 9.0" l 5yS' 6,5" 9.0" l 5.5" 6.5" 9,0" 8.5" PAoe Of.LOIIPTi911� 2"MIN EDGE DISTANCE _ 0 _[2 C3 Cd 99 Cl C2 C3 fA_ Cs CA C2 CT,, CS CS 012 SMS W/Z"EYEWALL 43 ]6.0"26.0" 9.5' 11.5'16,0"16,0"14.0" 6.0" B4O" I6.D"14.5" 7.S" 3,5" 5.5" IY.S' ar ARMOR INSERT W/2'EMBED 53 26.0"16.0" 7.0" 9A" 16.0"16.W 9.- 4.5" 6.5"116.0`1111151, 6.0" 3.0' 4.5" 8.5" 9, " 62 16.0"13.0'" 5.5" 7.5' 16,0"14.5" 7.5' 3.5" 5.5" 12.0"Lt.S" 6.0" 3,q" 4.5" 8.5" --• ..l"� „!-� ---- -- _ 70•16-0"10.5" S,0" 6.S' ifi.d"22.5" 6.5" AO" 4.5 RO" 1FS" 6.0" 3.0" A.5" 8.5 ANCHOR HOTES:SEE SHEET - - - - !''-"`"-R -'"'y-" 9 FOR ANCHOR NOTES. 100 11.5" 6.0- 3,0" 4.5" -8:5' 11:5" fi.0'T 3.0'=- 4.5" 8.5" 11.S" 6.0" 3.0" 4,5" 8.5"