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HomeMy WebLinkAboutProduct Approval Y vr. F tkr- 44�toA.oRpA(i11'71 tpe �t; n'adv '2r 7. n s�is�raess4�rofesonali���ull �t[on.' m 48a )4t6i_ 374,•:, ..x."..d ...Al—,' a.. `. �``.. .:s't'^..�. ,. .. ..".:,. ., p'.naaR-01PAg AnOitt.a8PR roBP.i{;.U7uf8(AN9 CONTAYf DIPJ}'. SCIS Home I Log In ; User Registration I Hot Topics ! Submit Surcharge j Stats&Facts j Publications j FBC Staff j BCIS Site Map 1 Links ; Search Honda ii. in� Product Approval USER:Public User V ,n15 r;gym product Approval Menu>Product or Application Search>Application List>Ap lication Detail k:` + FL# FL13757- ',8E -BABY-:=v ';'Ti 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 Accor ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. WI Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.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 Eouiv Eauivl.odf FL13757 R6 Equiv Eauiv2.pdf • FL13757 R6 Eauiv Eauiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.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 span/pressure FL13757 R6 AE Evall.pdf comb'iations and additional limitations of use. Created by Independent Third Party: Yes 41 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.pdf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwa3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. - Created by Independent Third Party:Yes [Back! Contact Us::7601 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: E-Ni 011 Credit Card Safe sCcl.Irit)'M l'ltics• 6.8 STREAMLINE SHUTTER .`\`IIIII IIIII�FFEUOO65a9NNMD0,P.E', • FOR USE WITHIN AND OUTSIDE THE HVHZ .-• ` �; - GENERAL NOTES: _ 1L r �c No FE004654c .• 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 _ Tl' :X_ ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH 0IY' N 'IRO.THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN c a AST E1995-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. STATE OF -a z SECTION ,� i wm„$x 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE Ss•.<ORIDP,.•' w J x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE u. REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE CSN (0 °N u . "� FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN YI'I, rij Iii I t, '' 'LL` PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. „Au Lulu U 0t S 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. I-> Ma LL 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z Q or m w�o SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I V W W oN o a . ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW D~w"• z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. I 4 3 M 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z J b 95 s w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. g o Ift e w w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE " W 1 • 2 O P. 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 Ei v0, 9 ,,, SHALL BE USED. =a 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. x St 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 d PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O a "' 1 til Y 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. iArni 19-g d 1 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE (67 rc o m CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR =I-D`„ c iL VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM w c u o n THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL or i 1 m a' DOCUMENTS. HURRICANE PROTECTION L c4442 Z • 12. WHEN THE SITE CONDIRONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING BOTTOM m•f o 4' OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THEY' w DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM.SEE c S 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 3 5 INFORMATION: TOWN&COUNTRY INDUSTRIES 8 FORT-LAUDERDALE FL TYPICAL ACCORDION `* MISSILE LEVEL D-ASTM E188Ti,E1996&E330 0 SHUTTER ELEVATION P4 FLORIDA PRODUCT APPROVAL NUMBER TABLE 2: N.T.S. EXTERIOR ELEV 3 Lo. r. 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 1`�i' K.S.I. d 15. MINIMUM TENSILE ALL BOLTS AND STR NG(TH OFU 0ING K SII.U U.O.N.POP)RIVETS SHALL BE 1/4'0 OR 3SS STEEL/16"0 5052 ITH A MINIMUM SEPARATION FROM GLASS P. ALUM.ALLOY. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR R' a y' BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a 1 a 1 1 111 $ 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 Qlg.g 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a V.o E'2111 I 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE m 22. SHUTTER MAYb 21. ALL STEEL IN CONTACT BE INSTALLED WITH UP 6@ TO(2)ADDITIONAL BLADES OF SLACK.WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADEii4 fl 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8' 2-3/8' 1-5/8' A 3-12" 1-7/8' 3-5/8' 1-7/8' IR IRIE '' TABLE 1: 120" 4-1/8" 2' 4-1/4' a S S TABLE 1 NOTES: _ w I.. 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5' 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE g t g a i �IN SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �I e AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. osr amrtBwKL(3JW DOPP 2. NOTTHVH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA. 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 DESIGN PRESSURES FOR THE NEXT HIGHER ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A MINIMUM SPAN OF AT LEAST 30' - mum I- SPAN PRESSURE PRESSURE . Bu (PSF1 PS 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 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' kq ABOVE GRADE. 5. l09 99' 70 LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 12� , c'-':_D 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 ASTMill 1 "44- 43 40 E1996-09. PROJECTION VARIES \��ll l\(1`1 1,III r a 0046549 NANDO,P.E, ` 0.115'2.874' 4.874'MAX. � L5.�7 1fi T] 1- 4"Nop '' .; II'' 1 o >f:r FO 65a - - }-0.125' 0.062" I 0.450" ry 0,080" _b Oa 1 O - 8 0 1.708" -0.100• f--1.830' 0.062" * _ ry 1,708' 0.100° ry 0.080' 0.063' - r 0.19 r ;0.096• 0.195" 1- ry + 2.820" .0 STATC a 0.070' D 6 0' I ry 1.908' O?IOA W m B I _L I j .1-- r 060130%1 1 I .c, E OP .4,r x T 0.125" T- in 10.062' ( 4_, a0.630" I i t. I 0.062" 0.062' na T 1.993' •... .... „ wmui Nf1 D.630° �.-' 1.069" II -0.143° 0.096 r,NA1 EVGin 3N ili 3 �� i 1 x0.971" }0.971"� o.la3^ T I1IIIIII ` Will i 1 0X160° O.O6D :070 - 0.630" a ZW OW U $iV p1\ 0.062• 0. 00 0.062' 00" 0.630• + r 0.06: 0.0" - UI a ::::1! LLItl '"*1.069' �1.069•� _T* ZX u`I¢5.745"MAX. SUP?ORT LEG OPTIONAL1.069"4 I 0.06020'• I-1.069"- 0.062' 0.200' Ww W"ei L" 5.745"MAX. 3 IL §0 0 WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL I Inwa�w ��, c w SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE 1�1 a •1 WHERE SHOWN,SCREW BOSSES ry 4g - _ &FELT GROVES ARE OPTIONAL • in 4 • ON ALL EXTRUSIONS n In -0.874"}- 2.655' 0.875" 1 2.195' 1t41 j s I - }--i 0.510" �-2.195" 1.230"� Wim' 1 r 1.229'� ITh I 0.105' 0.060' 8 .0.725" N HT,O -- :. I �� I '•;f0 I I �ooan 1 i 2.655" r 7 ` ' ° I - p a_ m f I ° o 0.105 2.362" _z {`1.069' __•I I ry } tD.831' 10 N _- 4.84" O <z is {� r- 1 I ry ry I L,,, I { 4.510' @ u°7 4 �o � 7.4 i �S° I^)� 0.105"1 }-1.Ofi9'- _ I I. LJ• " I E_0.105'- ry0.105' 0.075" 3 0.075" n o." 4.510^ I. I 0.994 { �sO.a44•} � .= 3gm' t` �I __ - _ -_.__. - - NOTE:TESTED THICKNESS OF 3 a 0.761 4.510" 3.506' I BARE METAL W/O PAINT IS 0.039' N 10 07 SILL O SILL ADAPTER �/EXTENDED SILL 0 EXTENDED SILL ADAPTOR AD LISTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE LC•�' SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE " 3 SCALE HALF SIZE ` 8 111111 !1 m 0.080" 0.477• 1.570" 0.510" /25z2_011 0.143" 0.143• �I f 0.590" 0.341°$--f .D6• 0.070" 0.245" @l m 1--1.708' 0.143" 10.096' �TI -� 916 0.&&,E g I 0.060•-j-T @ 2 4.753" �' 1 `0 0.115• 0.080" 0.117" [g G B" 0.090"ry _ 2 d_ c�-'I 8 4.510" f 1 pi 0.096" In ® '`y' s f� 1 +D.1BD • j 0.080 � �is 11 //�• 0.080.11 I(� 0.044"7 0.227" ` 0.682° 10.630" 0. 6D'l ����(��l �1 I c�rwQRFR42339moPE `T 10.693 j - 15-2339 NOTE:THICKNESS OF:••E 2.822" 1-1.625" ! } 0.420" c,••,s, - h - .N METAL W/O PAINT 1S 0.039' P�oesa®noxl 15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 6.8 STARTER 8 WALL SILL CLI- WALL SILL SCALE HALF SIZE . SCALE HALF SIZE SCALE HALF SIZ SCALE HALF SIZE n . SCALE HALF SIZE /u/)/�� 91 s L� _ _____. FRANK L ARDARD P.E. ,~3.950" - - - - - --- - �0%1111111J, 4 P 0046549 NN' -}1.-0.125" 0.610" STAINLESS STEEL 28D''}-} t}1' NYLON WASHER OR �..K-- �C i� I y� / T - ( ASSEMBLY -o�. 'a10,0. 50• I� ��n� ALUMINUM .0.35T *�.' �o L1 .�b,yN9/Zl �: II� 0.320"O HOLE o W f 4 II��11 0.276"-} =13 PCO "A - v o o z 'row o #10 x 2-3/4"410 HT S.S. �6 c 0.880 I NYLON "a u n % m INSERTS SCREW W/TC ULTRACOTE -I r 0.591 ' * 54g O ri O.050" WHEEL ! „O 1 x0.120"o INTO COATING I - l ID N 1 -1.100'{ { 0.240' -t TRACK (TYP TOP&BOTTOM) E.0.062" I m•, STArFO .2. '-. = F jDP78S NYLON BUSHING W/WASHER: L-•I ";•`-'',0 j �g1pq _ liiF P1 u o { II TYP.AT EVERY OTHER - 0.750' 7/16'0 x 1/2°@INTERIOR JOINT TOP I �i � Oj 5°MAX. f 0.870" 0.154"y �-0.137" i N _ • INSIDE JOINT AT TOP. 7/16'0 x 1"@ INTERIOR JOINT BOTTOM '.,qC ENG r��1J W � • CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /11111 I I111�` 0 '_ n 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED �� j U" Lf 22 ROLLER ASSEMBLY G4 BUSHING ASSEMBLY DETAIL 26.BCX CENTER INSERT on. �¢gLL �^ SCALE HALF 512E SCALE HALF S12E NOTE: •MAYBE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE HALF SIZE pL m81,7 _ OR KEY/THUMB TURN OPERATED INSIDE. W W o p o w j-} 23 BRASS PUSH LOCK D JWggZ SCALE.HALF SIZE i 130Ea'szw R0.155" I W r JI 1.978° 2.125' ' � b p m R0.500" i 4.000" 0.236'-{ 1.742"� 0.286° 116.°224." .603' 0.267" E O.S00' I 1.710" i-1.224" I 0.623° 0.790' 0.090° x0.319" 1 F''' ill, 0.531' _ , 0.531"�', m In 0.064' r. ,.,• I I a •� 0.2 ,2E I o m L5EO --` LL[ii ; o m O.fiOT I I 0.607" W Y 0.118'2 14.0.224' 0 0.239' I vrni,nm mna I f "' �r mQI a �II o.ofio^ o.a%° o.zao" .. . wi Na S } 2.75D'--} 2.000" 1.758" 1 1 ~ 11.:1 1" =l�°O E 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" 0.160" 1ID.24o^J Z1-c°,..-" SCALE HALF SIZE SCALE.HALF SIZE h222*FEMALE 1 Y I� I 1.001'0.062` 0.062" +0.062"�}-0.176° 30 UNIMATE LOCK 31 MALE BOX CENTER BOX CENTER ;•,.3.;° E a± CALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZEa 0.062" = c 5 5.500"x 13/16"WIDE I{ }--1.11111 0.400' `\/ .�Oc. °t 1 ,A I 16? "II' 7/16°0 STAINLESS STEEL NUT o R• T N I1.I v P 0.125" .� �I 0 ,., n W D y P. 1 I L 0.188" i�� •I' 140a ° D.438' 5/16-18x1 MACHINE SCREW % L -1 TIP. iI 5/16°0 INTERNAL STAINLESS STEEL r N 0.121' ? 4.500' I- 10.689" POWDER COATED,ZINC DIE-CAST THREAD (u o�'' • 1 a 3.1110I1 SECTION A C HEAD STYLE VARIES "C 4_ 1.a50"1 9e1 DELTA MODEL 2022 - 0 T-LOCK ADAPTER 37 T-_CREW INSERT 38 THUMB SCREW ^, ®®� 19 9 �Ea m INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE:FULL SIZE o _ 0.254• �• 40c sl,��� � S C35 BOX LOCK SCALE HALF SIZE 0.319 1 ! �- END STRIP1" IOS' ' m SCALE HALF SIZE 2 000" , }- -} 2' & 3" EXT a0 X1.625"� 1.500"-} -Tr 0.125° e 0.125' SCALE HALF SIZE elk f, 0.000125" ii 0.093"1 a @ iR1 0.085" ri`�3 iiiiiiiii' I �' o - -0.125" ` c--0.093" COPYRil1F{lAN(L®ILIIDOPE 0.250' -oL 015-2339 0.085° ni w sour, 1 - I i IFADE DE6CAIITION 7.000" i J 20 O 2X7 ANGLE ALT. 21 1" END STRIP 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 19 9 SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE 1 SCALE HALF SIZE J , S996a INI1V AO i1130 Z'LSLEVIJ 60EEE Ii tivca 30ntl1•Li a P N z• .!N4 I I,I i/ 03SS3tldX39NIN33NION3 - .P NItl33NDN3®0T73N.3 OVON EIVNOW 193M 00C _ '‘• P:1' .yO a (K6)H o9sa-KL(K6)d .4,34�^s�drnwwuv na1°'.wwwv..mom'amwc :� o .• Laa f H7V39 O)3I311334 spnpad 6UIpling pue wn 4WnIV alesa�oyM aIMP/�..a , e- � 006. 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L Z W l O O m ) 0 L m Sj. 1.71 0O I � m.D.:Vam, Nw% �� O 0 til _IIV' A vi' 1ll �/ v,_-,D-....17_43-, 3aslno) J0 __ NzmF � V El; uco,- F?a> J� 3rn' >E42 W = U L'-' w 0 VIUOOwm 700 1-03Mm;- ' ' C.PT LC1138M0afiLC29L1.1.9dn O LIOE1dMWOMIOPOO BPaii BOWLI Pia.'rL9LCI1J of pdn•V9i-0.11...19 we aez-stw Wd1'n 431212 llli9L1-lI02711%1170 • _ - _ FRATIK L 809NAR00,P.E, --- -- - - C7 CONNECTION-TYPE ----- _ _ - __-_-_-_----__ /T��`:.-�'�-i REFERENCE ANCHOR EXISTING HOST ' U--.L ://// SCHEDULE FCR MAX STRUCTURE �¢]�'�-_,..4 AI �� SPACING uv/_N°;-•_'L. 7, /a-20 MACHINE BOLT Cl �� CCNNECTICN TYPE /-1 • •.• N REFERENCE ANCHOR Vat W/NUT(a`12"O C OR = �.• Na P .. • ••q�~ / \ SCHEDULE FOR MAX #,4 SMS(a,6"0 C -*: :- ' / \ • SPACING n3 _... (TYP.TOP E.BOTTOM) - U :* FASTENERS ALUM. TUBE ' 'I I � Pill Hji- p~1.(0- 2 6063-76 ALLOY A. wti - Ll EACH ANGLE I +-_�i ��_ 'L / SEE TAB E A FOR SIZE. =11111111E W C' S OR 66CJ �s 7J 2 w / L. 1"x 2"x 1/8" \ I/�,=11 ALTERNATE THRU BOLT 9 w //r VV. CR 2"x 2"x 1/6' \l - I/ l- -- Cl CCNNECTICN TYPE , �.c Qt ILIN QQ 6i ALUM ANGLE o r , REFERENCE ANCHOR Mm GLASS a p 2 UL ��ul d '� ,_._,� I SCHEDULE FCR MAX SEPARATION _ D Ir�-"-_ -I SPACING PER TAPIE2 / r��'w ZX y�myYq(has THREE 3/16"6.ALUM �II - Z,� 11, CII:JI _ I GLASS - 1 i E V`THREE#12 SMSTYP ^ ' o {/ ORD003/16"¢ ALUM POP � I of0 RIVET OR#12 SMS VVV qC7\ F 1 W (a 18'O C (TYP) i -....- - / FRN W q tO p w • TABLE A(co) °/ "44 ii- . 5 OR 6 OR PRESSURE V5 ALLOWABLE LENGTH it ^Ng 0 J L, N -- MAY USE MALE OR - °N , 2k2'k1//8" 3'SO /8' -� FEMALE LOCK-SLAT u,p I -��'i1. n`i POE No B!0 O r __MM I �'I/ �I I .mi 62 130• 184' V ALTERNATE THRU BOLT III lIL 1/4"MAX.FROM PIN LL C5 CONNECTION TYPE Ci CONNECTION TYPE /l// _ L - GUIDE TC BUSHING 72 124' 179` ® TYPICAL CORNER CLOSURE DETAILS REFERENCE ANC HCR REFERENCE ANCHOR �j${ WASHER ITYF i W.A 3 T 82 119' 172• NTS SCHEDULE FOR MAX SCHEDULE FOR MAX S1'I ^ �19 W� g 92 114' 16S SPACING K �• _-)./ n14x3/4•'SMS(a)9"C C Milt-� c /� ==.E.';•O"I g. 102 770^ 160" ANGLE TO TUBE CONNECTION U, 12 o R 120 104" 14T 2"x 2" 125" TABLE B(CC4) EXISTING HOST EMBED 6063-T6 ALUM TUBE i K r4 150 9P 131" STRUCTURE Zm< 200I gr 114' PRESSURE VS ALLOWABLE LENCTM CS CONNECTION TYPE 4 'x2°xi/r 39,3"x1/8" EDGE g Y PSP 2WTR,WO WITH WO EDGE DISTANCE SCHEDULEEFOFOR CMAX �i SPACING o V n E 62 SOT 1 11T Sisr • FASTENER c 16-oS CC ALTERNATE EUILD CUT MOUNT SECTION = e (USE ANY ANCHOR SHOWN Q 82 101" 14T IN ANCHOR SCHEDULE) SCALE 3"=1'-0" m v 92 9S 139' Mra -III o 21 • 102 E90"IT 132°120e3• lu•--190 74° 109• - Nc,„, 200 69" 99" b. I w w I- 1 3/1C8 RIVET CR#1/SMS I,�, 090"6TUBE T LL 13 l V 2OO H d 16' C C. OF 1/4-2C a ALL'N, TUBE 7YF. it EPAR T;ON S N ! a 66 o 17 PER(ABLE IA < B NUTS.BOLT ITYF1 m EV_ oa�sxA B® 3/iE"C ALUM.FOF d'iii p H IL: RIVET CR 012 SMS n GLASS I. -� ma e 6063-TE ALLIOY / a 18"O.C.(TYP) ¢ OR DOOR a o a F QaI '8 SEE TABLE 8 FOR SIZE. 2"x B" x 1/8" iio �` �_ 2 FASTENERS x CONTINUOUS rI _� - $ 5 1 m --11 EACH ANGLE ALUMINUM ANGLE ylII l�V48B K 0� 1"x 2"x 053"6063-7E II INSIDE f q ALUM ANGLE.TYP �, THREE 3/16'0 ALUM OPTIONAL ANGLE ( A�� 5gg' F ry ✓ Pi POP RIVETS OR ORIENTATION TYP e a •�jtIM®VA 1{ g . Il,_ �: THREE 612 SMS.TYP fl►_� II E "`�II O \ ! I 1.'x2"x1/8" \\,`LIST 4 CONNECTION TYPEOR 2"x 2"x 1/8" �'� REFERENCE ANCHOR } 183$- PLUM ANGLE =` , SCHEDULE I'CR MAX ilill' g g fe / 'USE MALE CR FEMALE I SPACING COPOEmifLRAN(L®6RIOOPE LOCK-SLAT w EXISTING CONCRETE, ® `r- 1; BLOCK OR WOOD FRAMING 1 1 5-2339 g Y EE �" (OUTSIDE) l INSIDE SILL MOUNT SECTION °"°e°csal°Tl°"I #12 x 1/2"GALVANIZED SCALE.3"=T-0" - CC4 TYPICAL CORNER CLOSURE DETAILS CRS 5 SMS,3/16"a ALUM \ POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 1 1 NTS MACHINE BOLT S NUT SCALE 3"=1'-C" (al 18"0 C g IFRANK L BENNARDO,P.E., •PE0046549 CE CONNECTION TYPE s II,I IL,,,,_ • REFERENCE ANCHOR EXISTING -y z SCHEDULE FOR MAx STRUCTURE o SPACING 4.- •S'• 7y.�6� GLASS wo""^ GLASS _.____N_______. w Cl CONNECTION TYPE�� S MAX, /t-20 MACHINE BCL -.' 1 •�''1Q" -.- GLASS DOOR OR DOOR - 1 w r REFERENCE ANCHOR W/NUT(al 12"0 C 012Q;• No P19 - r Q r F LA Ea SCHEDULE FOR MAX. , #14 SMS(al 6"0 C- _ :3 =w C'- rttN ® _ =w SRAONG ,: ,, 1/2" ITYP TOP 8 BOTT6 I W N *_ MIN ® VI wa w GLASS -ZwJ �_:1'1, rte— ---0 7 ti�. t _- 1/4"-20 THRU BOLT W/ CLASS X N m 9 •EP'ARA7IGN V O:0 a ` /2 I'II I] L W ':,....1 LOCK NUT(a1 12"O C OR •EPARATION x w a #14%1/2"SMS�'L 12"0 C PER X z O z r 17 , L. 'I :t�,�. STS' • FM_ 112 x 1/2"SMS(al 12"0 C ES PER j r OR 3/16"0 ALUM POP TABLE 2 a o a p '/' ISOIORR2)0.12/'''ji, J L '•.rC a'� S OR 3/16"m ALUM POP ?ABLE? Zr RIVETS(al 6"O.0 OR 1/4"0 Y u� o % M�RIVETS @6"OC ES \ � ALUM POP RIVETS(a112"CCNO a , w /SS/Q�F;+,I�,1��W. ¢^ ^ FS` ]R 1/4"4 ALUM.POP RIVETS 'r 'n tO1 AND 3O _ 1�T , r al , ! F>a V v a (x112"CC.ES , I• �� I',- Il' MN GLASS a r_ ��'n <"w� / 1���1 l� c �`1 1/4"MAX FROM PIN J UCL Sa6 W wt7 - 'r _ ASSEMBLY 'bill r1 SEPi.RA�ION ')7. z o O9 AND 10 ,I�I� .' 1/4"MAX FkON.PIN JAI 1 /2"TYF i3 =O OL m I� I�. GUICE TC BUSHING `li I. `'' i GUIDE R BUSHING PER TABLE r �,' ZH a n O 1�-- WASHER;TYP) I( O Inww ¢IyOW^� ASSEMBLY I II WASHER ITYP) �', G =z Z WW O J w 1/2"TVP EXISTING CONCRETE, If ' GLASSr m o'"w z V/ _II�! w ��;' 3 CONNECTION TYPE OR DOOR--I- ,_1____ ^a ?� L� P +� ��� ii� � BLOCK OR WOOD FRAMING ; EDGE REFERENCE ANCHOR C Z p H, ' / N W dsw d Ai'/.r_ — 4 CONNECTION TYPE /Zia SCHEDULE FOR MAX g w sr w m / /��i�EDGE A REFERENCE ANCHOR SPACING a ,w' ,�� �/ DIST SCHEDULE FOR MAX SPACING AS SHOWN n / 3 CONNECTION TYPE IN DIAGRAM ON PG 9 o IIT S ORQOR r u1`i REFERENCE ANCHOR EXISTING CONCRETE. `� c ' ,III I,,n. Ill pSCHEDULE FOR MAx �!Iv€i T BLOCK Ok w00C FRAMINO CI CONNECTION TYFE ) X FROM PIN GUIDE AO BUSHING \ ISPACING ALT FASTENER �i ::: / ( \ ISPANI LOCATION FRONT AND +'I.�tl•1/ - WASHER(TYP 1 N'• I BACK ANCHORS NOT RECD REFERENCE ANCHOR Y 1 1/t"MAX FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX �;l�l` - w 11 1.14 WITH THIS LOCATION SCALE:3"=/'-0" SPACING K O PIN GUIDE TO /�� - y BUSHING WASHER INSIDE MOUNT SECTION I REFERENCE CONNECTIONTYPEFa G `� Sp/-7ITYP) A SCALE 3"=1'-0" SCHEDULE FOR MAX y�'�<^ C b on — / EXISTING CONCRETE. SPACING / BLOCK OR WOOD FRAM EMBED Zm ¢Fi 1 \� i CC BUILD OUT MOUNT SECTION C. c v¢ --� ITYP BOTTOM] _ m xq EXISTING CONCRETE. SCALE =V-0" Ch BLOCK OR WOOD FRAMING . //�-- ry NOTE FOR DETAILS A.B.D.ANC E ON THIS SHEET, EDGE DIST EXISTING ¢ o 9 CONNECTION TYPE STRUCTURE v THE BASE TRACK MAYBE INSTALLED IN SECTIONS EMBED m THE 1/4"ASE GAPS, MAY PROVIDED THAT EACH SECTION HAS c REFERENCE ANCHOR CS CONNECTION TYPE 1:1 A MINIMUM OF TWO SETS OF ANCHORS AND ISA �'/ 1 • SCHEDULE FOR MAX I REFERENCE ANCHOR o MINIMUM OF 12"LONG THE SILL OR CEILING TRACK w ,oso�A� SPACING / / SCHEDULE P ACO UC�LE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS �r-f ar©z / OVER THE GAPS BETWEEN SECTIONS 17 p -sI �' o,• f j1/2 I /,.,Rli r� l.' w w ✓ v' GLASS w w o I ' r, OR DOOR MIN r 0 _ 1 w • 7g W GLASS I�� ~ O w• w w r LL' a S I1 412 x 1/2"SMS(al 12" EPAMI. ® t0 S ill �wrw OC OR3/16"O ALUM PER ITI .Z`-'m I11I rin=0� B e �`r 00 POP RIVETS @ 6"0.0 TABLE 2 pz- GLASS ORll '� ® I www 4 �I¢I .h F-N S O•- X z1.,GLASS = _ $i! ^tj g nE . '';:T1' OR 1/4'•0 ALUM POP a a DOOR— = Z m gp 73 = RIVETS 72"OC �� Oa PER TAB.EO2 OZo�a ` y MIN GLASS ,0,,,,_ 2 w -C I� .�N X L I- awoa SLt°3I6 5g tli m SEPARATION •'gor C y g '� I I PER TABLE 2 XwOZ~ O7 AND OB I, 6- G A 1/4-20 5 S MACHINE 1111111 a w O a MAX FROM PIN 1., _ <, mh SCREW&NUT(al F a. ASSEMBLY 12"O C I 1/2" �p• 7/2" GUIDE TO BUSHING ��_1.�_ yr a w `• � � —�HER ITYFI Q W _S-`1p— s 2. •.l 3 OR ODOR " 1 XII i/4"MAX FROM PIN W����' II II 4 w O 1 �--L-� 1/4"MAX FROM PIN yz @ g - GUIDE TO BUSHING „lir CONNECTION TYPE �� II� 1/2'� GUIDE TO BUSHING V z © L WASHER(TYP) ����GE , REFERENCE ANCHOR C WASHER ITYP 1I�B: a �e 3 6,: EXISTING CONCRETE, DIST SCHEDULE FOR MAX A WPIAMJRFRNYILBBll4mOP.E `', /—BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE n EXISTING CONCRETE P 15-2339 sm• FRAMING 4 CONNECTION TY.E IN DIAGRAM ON PG 9 REFERENCE ANCHOR �' OR _ �/ �'11.r-ii BLOCK OR WOOD FRAMING REFERENCE ANCHORI - _ �/ SCHEDULESPACING FOR MAX PAGE DESCRIPTION: x 3"x LU CONTFer / 3 CONNECTION TYPE #12 x 3/SMS Aa 12.. • ' FOR MAX 063-T6 ALUM.ANGLE REFERENCE ANCHOR 6 C OR 2-Sm ALUM SPACING ALT FASTENER EXISTING CONCREI E. g,MAY BE REVERSED I SCHEDULE FOR MAX LOCATION FRONT AND SPACING OOP RIVETS(al 5"0 C BACK ANCHORS NOT RECD CK DR WOOD FRAMING • Py I,S SHOWN CASHED), OR 1/4"0 ALUM POP WITH THIS LOCATION 99 0WALL MOUNT SECTION RIVETS 12'o 0. /E CEILING / INSIDE MOUNT SECTION WALL/BUILD OUT 1 SCALE 3"=1'-0" v SCALE.3"=11-0" SECTION SCALE.3"=V-0" - HEN N GLASS - K L BENNARDO,P.e, GLASS SEPARATION 2 .- -- -_ - - - -. - _--� ---_----. at1111 KLBE CR DOOR PER TABLE 2 p 7 2J ' T ®cp l /0-:.'s � ' ll.E�j 1c,, �.• • CLASS CR `C' v -l vl' DOOR �'• .:Q a Z GLASS OR -*: NO PE 004654• DOOR MN GLASS - ►�!�I'I� w N N SEPARATION - k b'1�_ '—I' a F W, I MN GLASS Jw w PER TABLE 2 -- • .Wi N�E '� r SEPARATION m STATt_.® ( �$_ wj PER TABLE 2 w m F W w N •:c<OF ill ✓V] •' Ir. -'' IIr " I l7_= 2 H Z wo. Z x0 O_J r'—',2"-- 1, 0 f -E Z Cl CONNECTION TYPE ® a Ia.0=1% Z k•i='2'1 ill {- ) 1/4"MAX FROM PIN GUIDE a REFERENCE ANCHOR '82 pu 2 4a O ^ II TC BUSHING WASHER ITYP.) [ 0 a SCHEDULE FOR MAX ua WWi c' mi ���, IliLAG SCREWS p 24" �'F- 250.. 11 SPACING—� / -„� a In 31� O Two t/4"m WOOD THREADED PENETRATION / `I SPACING CE ANCHOR —4",40M., • • 1�� Bb �' ,� "6.W diw I!'_1J�, C4 CONNECTION TYPE ) - 250" .r • OC MAX WITH 2'• 74. r fli Ow w SCHEDULE FOR MAX / .�-1 D n "T"INTO CENTER OF 2X 57 U05 t - v . �14 SMS /0, p E /L2:,-)� _Prs I. �� ri EMB "T' (nl MIDSPAN BET WEEN ./../I /s DIS /1L 6' STUDS FOR TRACK TO 1"x 4" / . PLYWOOD& TUBE CONNECTION / �EXIS TING HOST STRUCTURE / n r m STUCCO FINISH t"x 4"x 125 -.. - m fi 6063-T6 ALUM TUBE a� THIS DETAIL TO BE USED WHEN STUD SPACING :ON DECORATIVE FLOOR TRACK DETAIL , O WALL MOUNT SILL DETAIL w$t X SCALE.3"= 1'-0" SCALE:3"=T-0" � EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. ~' 0 O WALL MOUNT SECTION THIS DETAILMAY =C c1 aOc m 1 SCALE•3 1'-0" ALSO BE U USED z m AT TOP %ma a m'f1.4 0 g p U m ACCORDION SHUTTER w • C: 0 g PER PRODUCT APPROVAL - w a 0 • H .0 irm-GLAss d < i H ., MN GLASS • r m' w v = SEPARATION 0 7 ' N VI " PER TABLE N ii EXISTING WOOD)G=042) t R APPLICABLE AT TOP I % Z Z TRUSS OR RAFTER .e AND/OR BOTTOM X pa, X Q @ 24"MAX.0 C \ 1-1/2'"1-1/2" 2"0R3", S M EXISTING FINISH -I Ln ! MATERIAL I I I , m 1/2"MIN. - 0 ° 6 - 1� 1/4"MAX FROM FIN GUIDE 2"x 5 x 1/E"6063-T6 C ynG QTC BUSHING WASHER ITYP) ALUM ANGLE w/THREE , c <�y1' g^IIL�Y�3 H 2 X 3"x 3'a X CONTINUOUS OR -Jin 2.175' /-1 /.' 1/4"TILE ITYP; /4"m WOOD LAO . 1. I LL. �O- 1! '961 2'x 2'x 3'e x CONTINUOUS —i \\\-..JJJ \J .�. 6061-T6 ALUMINUM ANGLE ��_ „,„,,,,,„,,,,�,,,_,,,�,� FINISH MATERIAL SCREWS WITH 2-3/4” 122-81 q e •:'� tCt::C:tt::L:tf::::GCiS:::.C:tt' MINIMUM T H R E A D E D `_® �� 3/4”PLYWOOD 0.9'MIN.THICK 6061-T6 ALUM TRACK 1 "'I' PENETR "T"IN WOOD p. `�©6 1/4"m A325 GRADE THRU BOLT 7"0 C 11 I E-, /,� FASTENEDTOANGLE WITH I/4-20 � C EACH RAFTER CF TRUSS. rUAL �'- �c{>� +8 o ANGLE FASTENED TO / OR 5/16"m A325 GRADE THRU BOLT(' 72"0 C 2a"C.0 MAX WHERE 9@ EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GAL V OR 5 _ AND 9'O.C.FOR THE BALANCE '� ANGLE EXTENDS BEYOND il HOST STRUCTURE WITH j39 \_ 1/4"m ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN Ix op • 3'<"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN EMB 6", EXTEND ANGLE TO r w 3"FROM ENDS AND 4'O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) •I OR 1/4"0 LAG SCREWNEXT TRUSS w W 0 0 a MIN EMB IN WOOD SG=9"20TO 0 557/6 '-'1 '- � � FOR BALANCE WITH VA" vim g9 ! MIN EMBEDMENT AND 2 MAX.DESIGN LOAD AT 5'-0"MAX SPAN: - .N LL w v i 8& iia MIN EDGE DISTANCE. f 62P.S.F. EXISTING CONCRETE. �` 13. ==G 1-7'''.:7 e STAGGERED WITH 3'MIN. HOLLOW BLOCK OR X Z c w a CCEYR ITFRo LIEMIA®OPE MAX.DESIGN LOAD AT_6'-0"MAX SPAN: WOOD FRAMING EE - x 5••x 1/E"CONT X Z e 2.- SPACING,TYP, ±52 P.S.F. ANCHOR SCHED , 4..-: ALUM ANGLE 16063-16) a"' a 15-2339 BUILDOUT MOUNT BASED ON TYPE OF SCALE - 9 STRUCTURE HO SCALE NTS IMAX DESIGN LOAD-72 P S F) PACE GE3��Ow1 PASS THRU DETAIL 1 Hb 0 TRUSS MOUNT SECTION 19 SCALE 3 1'-0" SCALE 3".t'-0" , EXISTING HOST ALT.LEG DIRECTION ,(��600463a97NAf1D0,P.6.` STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN _ ,./77 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM 1• I•I ��i ROUND WINDOW tJ� .� EDGE OF SHUTTER, SHUTTER BLADES ` 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE TOP OR BOTTOM (/ ASSEMBLY F AX (2)6063-T6 ALUMINUM /I1) • I�I�' - -- _ . -� 1/2" PER SPAN TUBE SCHEDULE SIZE • P° 46549 '•,0_,c _ - EMBED.-_' 1 I � _� SPAN TUBE PER _b rn* C N •, ` r DESIGN SCHEDULE $0 �: ''I. • • . EDGE OF ACCORDION z z 7-- �= ACCESS HOLE ' 124 O.0 OR S4E x3/4"SMS 6"O.C, 0��.'• -®EF �3.5"MIN MN . . SHUTTER BLADES f¢ . -}.� x� TYPICAL in ISI 1 ri in` ;fa"MAX.Ate© II,_�i_Il- �IL �� '/,S,'� w;~U,�`. mr. 3'MIN mil Fr 2.875"0 HOLE O RECENE EDGE .I © 6 im WFL�. o<m 5a,ROUND WINDOW ASSEMBLY) DISTANCE EXISTING li SMIN.GLASS EPARA ONII ® w O Will ¢N Ei w U MAXIMUM 0F3 WINDOWS GLASS OR • • p p U"t W � PER EVERY OTHER BLADE DOOR ' N o u N 4:s 6 uNili ��' pLU w Oi LIGHT-N-VIEW WINDOW Twoc ry I EDGE MIN Z b -1/2"MAX a 8 N.T.S. EXTERIOR ELEV ko DISTANCE p ©© N mm -,„f - N,. NOOfQ �. ©+� f I �'�/4"MA%.FROM PIN GUIDE �T Z �yyJ TC BUSH.NG WASHER(TTR I m 1/4-20 MACHINE BOLT W/NUT @ F. w `�N 1/2" ACHOL.SE 12"O.0 OR#14 x 3/4"SMS 6"O.C. co h 2.875'0 HOLE TO !i! SPAN TUBE PER W..9LLiRECEIVE ROUND EMBED. For. DESIGN SCHEDULE WINDOW ASSEMBLY !ail1=------ 0:N_i a (2)6063-T6 ALUMINUM 11 For. �T1AX. ANGLES PER BEAM END,SIZE �i yr,„p a EXISTING A. 1 Iii p O m PER SPAN TUBE SCHEDULE pa,§ HOST 1/4"0 THRU BOLTS SEE BEAM O Zm t STRUCTURE SCHEDULE FOR REQUIRED NUMBERS c W 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MINA al m Y p Y. EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM � = FE 0.125"� - -0 1�. SPACING,AND 3"MINIMUM EDGE DISTANCE ,•r�,. ' S W p + I -t-0.032" 0.032" I MAX.DESIGN LOAD=t 72 PSF `•a o 5 0.196"J t%-- '41 II. SPAN TUBE SECTION aR � \ 0 N.T.S. VERTSECTION LO- L><45° 1// I SPAN TUBE SCHEDULE ES.; ' ( NUMBER OF ` - ALLOWABLE TUBE 1 NUMBER OF ANCHORS PER I MINIMUM ANGLE LL I I ? ROUND TUBE� SHUTTER SPAN THRU.BOLTS ANGLE LENGTH __ - 8 I + I F 3 WINDOW TOP BOTTOM TOP IBOTTOM TOP BOTTOM TOP BOTTOM a iii ill i. 1 / M ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE ! TUBE I TUBE a 60' ' 123.8" 135.2" 2 2 2 3 I 4" I 7' el / 0 7S I 96• I 101.7" I 106.9' 2 2 3 3 1 T 7• 8 2 st,,8,T di / - 12" 89.9' 94.4" 2 2 3 3 I 7' I r - R EF, i \N. 1 \ 2SMk �' 129.1" t57A" 2 2 2 3 4" 7' ill 5@ / F \_FL' --'// I \ 9"6' 112.8' 109.6• 2 _ 2 4 4 7"S I 7• 9 .J it o.1zs - f/ 123 1oz5_ ms.5 2 2 4 4 10 1n I 1 60" 138.0• ; 196.9' 2 - 2 3 3 7' _ 7_ 6M@k '?' 02.875" {-}0.186" I 2'xBSc 96' 122.7' 155.7" 2 2 3 4 T 10' 1pk 03.250" I 0.125' - �t Y I I 123" 115.4' • 137.5' 2 3 4 5 10" 13' 4.a g@•'yi it `\ 60" 158.1" 240.0• 2 '2 3 4 7' 10' _ 96" 140.6' I 229.9'__L 2 _3 4 6 10' 16' r O29 LIGHT-N-VIEW WINDOW \\ /�/ 875 123' ' ,325 . 263.,• , 3 I 4 --._5 7 ,3" - 18.-- i I a O Fi1N1 L�[434WNOPE N.T.S. SABIC PLASTICS SLX1431T-UL-94H8 _�� SPAN TUBE SCHEDULE NOTES: 1. USE 2"x3"x1/4°OR 2"x5"x1/4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 I 2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2'810"BEAMS. s..... - I- 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPRDt6 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. O BLADE W/ ROUND WIN DOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND F I BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, o` ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 11 li 8N,T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. c 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 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E aaw Z %Lomas 31311ONOD Q 1SOH B•'0-SLSLCIId-ti.v.0 -soi•oln OM LID dM:l*d'opo39[49 Mho41304.19L9LCIli aMa.91•VS4•e0d..1.99969E9919. 9d%A M. •0d9�1•LIWIDODD ' FRANK L 1:ENNAR00,P.E. 0011110, 0 PE0046549 ANCHOR SCHEDULE: CONCRETE (CONT.) ,..'s 3-1/8"MIN EDGE DISTANCE \`\�� LCEA SFI�'qp V�l i\ Qs:.: f ri Spans UpTo '-0" Spans UpTo - SpansTo2'-" Spans ToSpans UpTo 8'-3" Spans UpTo 12'-0" -17 LOAD f C5 C1 C2 _ : No PE0046549 0 - - .� p 6 8'3" Up 1 0 p s Up 6'-0" Da G x CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE O r ANCHOR (Ds0 - I xm I I i C I - a cz I c3 I ca ', CS c1 ' a q c4 I CS a i cz c3 c q I c4 i cs c1 I Q I q L. 1 cs u 1 cz . 3 ca 1 cs _ * *_ • 5/16"TIM TAPCON XL WITH 43 16.0"116.0"116.0";16.0";16.0"16.0'116.0"12.0";16.0"16.0"16.0"11.0"!7.0" 12.0"i "16.0"'16.0'116.0";16.0"116.0"16.0.'116.0"12.5"16.0"'16.0"16.0"11.5"1 7.5" 12.0"116.0" --D = I .N 1-3/4"EMBED(2899psi MIN 53 16.0"116.0"14.0";16.0"116.0.16.0"!14.5" 9.0" 14.0"16.0"16.0"1 9.0"16.0" 10.0; 12.5• 6.0";16.0";14.5"116.0"116.0"16.0"115.0" 9_0" 14.5";16.0"16.0" 9.5"16.0" 10.5"113.0" ' f( - ! .4 x �� 16.0";16.0"111.5"!16.0"116.0"16.0"11.5" 7.5" 12.0",16.0"16.0" 9.5"16.0" 10.5!13.0" -j...‘..50:-.. STATE OF (T"® ! Vi rn_,8S CONC) 62 16.0";16.0"11.5"!16.0"116.0"16.0"111.5' 7.5";12.0"16.0"16.0",9.0" 6.0" f - (} y 70 16.0"115.5' 9.5"115.0"'16.0"16.0"X9.5" 6.0"11D.5'13.5"16.0"1 9.0"1 6.0".10.0"112.5"'16.0"116.0",10.0"15.0"116.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9.S'1 6.0"110.5"13.0" e �s•--F<ORID1�..'r' ,,E(1)Ei 7,110 V^ 100 16.1r:n 1 ' 'lll m . 43 16.0"116 0"6 0"!16.0"112.0"16.0"116 0"13.5.116.0"16.0"16.0"I1.2.0"!9 0"1 6.0"110.0"12.5"16.0"1 9.5• 6.0"'10.5"113.0"16.0" 9.5" 6.0" 10.5"113.0"16.0" 9.5";6.0" 10.5"113.13.-0" '';-`s/ NA'L 0`-' Iw W U) LL rn a^•}'S 1 5/16 CO ON WITH 8.0"113.5'16.0"16.0"116.0"16.0":16.0"116.0"16.0"116.0"15.0"16.0";16.0"16.0"13.0" 9.0" 15.0"116.0" .1/ q.1 O "_&•G, ... / Z 1 1-3/4'EMBED(3500psi MIN 53 16.0"116.0"16.0"!16.0"116.0"16.0"115.5"10.0"I16.0"16.0"36.0"19.5"16.5" 11.5"113.5"16.0"116.0"16.0"116.0"16.0"16.0"116.0"11.0"16.0"116.0"16.0"10.5',7.5"112.5'115.0" 1f1 jjj1I1I Z� �1jU..�jT ce V CONC) 62 16.0"116.0"112.5";16.0"116.0"16.0"12.0" 8.0"114.0"16.0"16.0"1 9.5";6.5" 11.5"113.5"16.0"116.0"14.0"116.0"116.0"16.0";13.5' 9.0",15.0",16.0"16.0"10.5"I 7.5'112.5'115.0" 51y1 ga W ems o L, 100 16.0'•1 9.5" 6.S'111.5'113.5'16.0"i 9.5" 6.5"111.5'13.5"16.0";9.5"1 6.5" 11.5"113.5"16.0"16.0"11.5';16.0'•'16.0.16.0"111.0" 7.5"113.0"116.0"16.0".10.5"!7.5".112.5';15.0" Z^ a y 1 1 h zL,` O y 70 16.0"16.0"10.5"116.0"!16.0"Sfi�O"100" 7_0"111 2.U•'14.5"16.0" 9.5" 6.5"'11.5"13.5'16.0"i • I } 15.0"16.0"110.5'7.5";12.5"115.0"16.0"10.5'1 7.5"112.5";15.0" ¢�1 m tj 10.5" 7.5"112.5 WW'D J^ = 1/4"304 SS POWERS TAPPER / 3"MIN EDGE DISTANCE •U W S 1-1 2 MIN EDGE DISTANCE E 1.-_-_ _-_ CI C.5 C1 C4 I C5 W/1-3/4"EMBED(3000psi 43 16.0"14q.S' 6.5"!8.5" 1 0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" C3 1 4C0"15.5" 16.0.'116.0"113.5"116.0" Cl C2 q I C4 ! CS Ci C2 1 C3 j C4 CS ' rt 4'z w MIN CONC :16.0"16.0"14.0" 8.0";12.0"116.0"14.5' 7.5"14.5"1 8.0";,11.5" ,/ N W 0' 53 14.0" 8.5"'4.5"1 6.5" 14.0" 9.0"':4.5"1 3.0"1 4.5" 9.0" 6.0"i 3.0" / 3.0":4.0" 16.0".16.0" 9.5"113.5"116.0"16.0" 9.5" 6.0"'9.5";16.0"12.0",6.0"14.0"1 6.5"!8.5" ��j`� W w 4 q - 62 11.5",6.S"j 3.5"1 5.5" 12.0" 7.0"1 3.5"%//�4.0" 6.0" 6.0"'3.0"r 3.0"1 4.0" 16.0"113.0" 7.5"111.0";16.0"14.5" 7.5" 50" 8.0"'12.0"12.0"!6.0 i"'4.0" 6.5"r B.S" �( •+ 7D_ 95"1.5.0" /3.0".5.0" 10.0" 6_0" 3.0" 3.5" 4.5" 6.0" 3_0" 3.0" 4.0" 16_0•',,10_5" 6_5" 10.0"116.0"12.5" 6.5" 40"'7.0" 9.0" 12.0";6.0"'4.0" 65"I B.5" D 100 6.0"T 3.0"�////13.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0"'3.0" 3.0"'4.0" 12.0"!6.0"_4.0"j 6.5"18.5' 12.0" 6.0'J 4_D"11 6 5" 8.5" 12.0"'1 6.0"'4.0" 6.5"-1 8.5" - - Li ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK P. 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE t402,t,y__ _ __- _ _ _-._ ___- -_ ° G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0•' _.5 G= LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE O m C3 C4 m x ANCHOR ( Cl I C2 1 ///��////; 6 C, I/////////✓//////� //////////��///////////%�/ 9.5";0" 3.5" C4 CS Cl C2 C3 C4 I. CS Cl C2 q C4 : CS y O1 Q ri "- 1/4"ITW TAPCON WITH 43 8.5"!7.0"/,O/��®'////////////. /////////�///////%%/// �11.5" 8,5" : ////////////%3.0 4.0 =D c a O P1 1-1/4"EMBED 53 70";4.0" / % !5.0" 9.5'• 6.0"IMU" 35";6.0" 4.0" �% C:e''.-,1 m 62 5.5"'3.0"///%i%//1%41/ //7,// /%�/`V//////%/// 8.0.1313x/ �8.o" 5.0"%////////////3.0"!4.o•• a.0" ////////////%///////// a t 70 4.5" //////////////// '/////////////%//////%//////%/.r///////%f/ 6.s' /// 3.5" fi.s" 4.o' %////�/////%// 3.o 4.0" /////////, /// u a ay' _loo //% ////%////%%/////%/// //%/jj////// ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK - - -- - - x,1111111117 PP549 FMN°6 9ENNARDO•P.E. 2'MIN EDGE DISTANCE aY_..• ' ',1 r Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12•-0" �P. UC' /IF171 i, a LOAD CONN TYPE CONN TYPE CONN TYPE ` 4•-• I•V 7J O F• ANCHOR _ x a v C3 1 C2 1 C3 1 C4 1 C5 C1 : C31C41 CS I C2 C41 _* t NO PE004634 •]1 - $12 SMS WI 2"EYEWALL 43 16.0"16.0" 7.5"19.0"116.0"15.5' 8.5"1 4.5" 6.5" 15.5" 8.5"14.5"r 4.0"1 7.0" _ _ - 3 x ARMOR INSERT W/1-1/4' 53 16.0•'10.5" 5.0"1 7.0"116.0"11.0"16.0" 3.5" 5.0"111.0" 7.0"'3.5" 3.5" Sr ='U: * rn =w of Q EMBED 62 14.0" 7.5" 4.0"1 6.0"114.5• 9.0" 4.5'%/// 4.0•• 7.0" 7.0" 3.5" /3.5";5.0" 7.73 1 u -0 p x s m ,12.5" '9n • STATE OF A W IR :4 f (/(/ 100 7.0" 3.5"�/���3.5"1 5.0" 7.0"1 3.5"/ ,.3.5" 5.0" 7.0"1 3.5"/�/i 3.S'1 5.0" •''.0 •. oi1-J Ip°n lss ORI°/••..''ft m'w m 1 ANCHOR SCHEDULE: WOOD (G=0.55) '77>,ONq,L1E-Na8'W aN=-8 :F 3/4'MIN EDGE DISTANCE -� W N X lc 6 Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ell g<120,1:6. LL O LOAD CONN TYPE CONN TYPE CONN TYPE ZX a:~m'I¢'4 O ANCHOR (Psi) C1 I C2 I Cl ; C4 1 C5 Cl 1 C2 Cl 1 C4 CS Cl I C2 C3 I C4 1 C5 W w oN 0 P m m W" regE 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0"111.5"!12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.01..114.5" 4.5"1 6.0" 16.0" U"'�W MIN THREAD PENETRATION 53 16.0"I16.0"1 8.5"110.0.16.0"16.0"116.0" 6.0"17.0" 16.0.16.0•'11.5" 4.0"'5.0" 16.0" I I_ 9,i-TE _62 16.0"j]6.01"'7_D"'8.5" 16.0"16.0"114.5" 5_0"1 6.0" 16.0"16.0"11.5" 4.0",5.0" 16.0" ro m fit_ W �°' ® ""Vl'1" 70_16.0"116.01 6.0" 7.5" 16.0"16.0"112.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" /4/14/ .0 p __ _100_16.0"111.5",4 0 5.0" 16.0"16.0"I11.5" 4.0" 5.0" 16.0•'16.0"'11.5" 4.0"I 5.0" 16.0" :( 7/16'WOOD BUSHING WITH 43 16.0"116.016.018.08.0"110.0"16.0"15.515.5" 8.58.5" 4.5",7.0" 15.5" 8.5" 4.5"���/j// 4.5" 7.0" N u 1.13'MIN EMBED&1/4-20 53 16.0••;10.5'1 5.5" 8.0" 16.0"11.0'•:6.0" 3.5" 5.5" 11.0" 7.0" 3.5"�/ 4.0" 5.0" in SS MACHINE SCREW 62 14.0"!8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0"'4.5" 7.0" 7.0"l 3.5" ////4.0" 5.0" Li .Gsmn 70 12.0 6_0""4 3.5" 5.5" 12.5' 7. 3.5"j 4.0" 5.5" 7.0•' 3.5"�/ 4.0" 5.0" • LL LC��aa�� o 100 7.0"1 3.5"ff/A 4.0" 5.0" 7.0•'1 3.5"/4 4.0 5." 7.0"13.5" /4.0" 5.0" '% d *24 SMS OR#14 WOOD 4316.0"116.0",12.5';14.5"16.0"16.0";16.0" 8.0"110.0'•,16.0"16.0"11.5" 5.0 7.0" 16.0" t:11/1 11 SCREW WITH 1-3/4"MIN 53 lfi_0"116.0"1 9.0"111.5'16.0"16.0";15.0" 6.0"j 8.0"116.0"16.0"I 9.5" 4.0" 5.5"113.0" w� THREAD PENETRATION1 a g 62 16.0"i 16.0",7.S'1 9.5",16.0"16.0"111.5' S.0";7.0",16.0"16.0..1 9.5";4.0"15.5" 13.0" �6=g rn U 70 16.0"16.0";6.5"1 8.5"116.0"16.0"110.0" 4.5"1 6.0"'14.0"16.0•' 9.5"14.0"1 5.5" 13.0" ~a o n N 100 16.0••1 9.5"1 4.0"1 5.5"113.0"16.0"1 9.5".4.0"1 5.5";13.0"16.0" 9.5"1 4.0".5.5"113.0" ice as m ANCHOR SCHEDULE: WOOD (G=0.42) O=m 1 ie �a F� 3/4"MIN EDGE DISTANCE m E `j Spans Uv To fi'-0" Spans Up To 8'-3" Spans Up To 12'-0" rij t,-,F, LOAD C\:--,Igc w CONN TYPE CONN TYPE CONN TYPE '- 3 E CI- ANCHOR (Ps0 Cl 1 C2 ' C3 C4 C5 CS ; C2 I C3 I C4 I C5 C1 1 C2 : C3 1 C4 , C5 o 5 1/4"LAG SCREW WITH 1-3/4" 43 16.0"116.0'•1 9.0" 10.0"116.0.16.0.116.0.1 5.5"1 7.0"116.0.16.0" 9.5"13.5•' 4.5';15.0" m a E MIN THREAD PENETRATION 53 16.0..116.0",6.5" 8.0"'16.0"16.0";12.5"4.5"'5.5"116.0"15.0",7.5",3.0"14.0"',11.0" b ' 62 16.0"1 .1 1 5.5" 6.5"'16.0"16.0"19.5 13.5"15.0",15.0.15.0"1 7.5";3.0" 4.0";11.0" O Si R 1' """1'a' 70 16_0"113.5''4.5" 6.0"116.0"16.0";8.0"13.0"'4.0"111_5.15.0" 7.5';3.0" 4.0"111.0" 3- ...9 ID _ 100 15.0"1 7.5" 3.0" 4.0" 11.0"15.0'•;7.5"i 3.0"I 4.0"111.0"15.0"1 7.5":3.0" 4.0"111.0" O SCREW WITH 1-3/4'MIN 53 16.0"116.0"I 8.5" 10.5.116.0"16.0"112.5"5.5";7.0"!16.0.13.0" 6.5"13.5" 5.0"1 O #14 SMS OR�Y 34 WOOD _43 16.0"16.0" 10.5" 1 6.5" 8.0"116.0"16.0" 8.5" 4.0"15.5'116.0"10.5" 5.5" 2.5" 4.0"1 7.5" 4 3 THREAD PENETRATION 62 16.0"111.5'1 5.0" 7.0"116.0"13.0"I 6.5",3.5"15.0"110.5"10.5'1 5.5";2.5" 4.0":7.5" 70 16.0"!9.5",4.5" 6.0...16.0"11.0'•1 5.5"!3.0"14.0"1 8.0" 10. ' 5.5'1 2.5" 4.01"_1 7.5" g5.5" _ 100 10.5"; 1 2.5' 4.0" 7.5" 10.5"1 5.5"1 5 2.5'14.0"17.5 " 10.5'1 5.5" 2.5" 4.0"!7.5" o ^m^ ill LL ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ..1a €Qggg 4"MIN EDGE DISTANCE 12522g.'S: 1 Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" f71 m • , 411 • ANCHOR CONN TYPE CONN TYPE CONN TYPE 99 m C1 I C2 C3 1 C4 , C5 ClCI C2 C3 1 C4 1 C5 CI 1 C2 1 C3 C4 I C5 qqgq Ft 2-1 MI . %L W/ Ili 16.0"16.0 15.0" 16.0"112.0"1 9.0"� 13 1 ,� 2-1/4"MIN.EMBED 16.0"116.0";11.0" 16.0":72.0";7.5" 12.0"16.0" 9 m 16_0" 16.0"15.0";9.0" 14.0"16.0•16.0"12.0",I 7.5" 12.0":16.0"F __ ___ 70 16_0" 16.0"12.5" 8.0" 12.5"116.0"16.0•':12.0" 7,5"112 0 16.0" p"'0 2-1/4"MIN.EMBED--_- -]00 ]6.0" , ' 1 •' 12.0" 7.5'%12.0"]6.0"10 5.�7.5" 12.0"16.0" I ? �9eO O5/16'ELCO ULTRACON W/ 6.5"1 9.0" lum.,.., d R E'1'1 �� 1 1 • 9.0"/// // 6.5.. O1PAa[iRBtMlfLN3NNO0P.E // 9•0" //// 6.5" 15-2339 2 ? 70 15.0•' 8.0" 5,0"1 s.0'• 15.5" %////j//// ' �/ / 6.5" SCALE: - I- 0 2,1 ___ 100 9.0"����/ .f...,E . iza' /�///� • 9.0" ////// 6.5" PACEDESaU/nON: 428 2'MIN EDGE DISTANCE - E _ _ C1 C. _C4 ' C5 C1 C2 I C3 ' C4 ! C5 Cl C2 C3 i C4 C5 - S #12 SMS W/2"EYEWALL 43 16.0"16.0".9.5"111.5,16.0"16.0",14.0";6.0"'6.0" 16.0"14.5":7.5" 3.5" 5.5" 11.5" q • ARMOR INSERT W/2"EMBED 53 16.0"116.0'•'7.0":9.0"116.0"16.0" 9.5"'4.5";6.5" 16.0"11.5":6.0" 3.0"1 4.5"1 8.5" 62 16.0.113.0'1 5.5" 7.5" 16.0"14.5' 7.5"13.5"1 5.5" 12.0"11.5'1 6.0" 3.0"1 4.5"I 8.5" 70 16.0".1D.5"1 5.0";6.5.'116.0"12.5',6.5"1 3.0":4.5" 9.0" 11.5":6.0" 3.0"'4.5'I 8.5" ANCHOR NOTES:SEE SHEET O O 100 11.5':6.0"1 3.0" 4.5"1 8.5" 11.5•'6..0.13.0.1 44..5"" 8.5" 11.5",6.0" 3.0"1.4 8.5" 9 FOR ANCHOR NOTES. Ill J •' ! `/./3S-