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HomeMy WebLinkAboutProduct Approval -FL13757-R6 t f y r TV a' >aT? '6"Y•rGt''nt�� ��n "3' ��`. -�.vif� . � '""�'^,,^,T�'��isy" moi. eke ��i 3e ' Sit' tIt F .e5 Vitt I mei. 66'7 t E __.. m�'ak b'= ti 'ay' nap �� �� ",��y`� _ { ��yq�n� �i. ,: vF.. " 4 "%t*#I"�X^ " �ua., mm-47•j w °:.. 9'it aN"'r€.'va LS[&arz t s. S.Kaau''.�x.ctSii BCIS Home Log In User Registration i Hot Topics I Submit Surcharge Stats&Facts t Publications i FBC Staff xi SCIS Site Map j Links Search €i dbpr a F � �Product Approval `.�, " USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail �I.�m= a •(� FL# FL13757-R6 <5.•a f 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 f; 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 Indeo1.adf FL13757 R6 COI Indep2.0df 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 • I it • Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eouivl.pdf FL13757 R6 Eouiv Eouiv2.pdf FL13757 R6 Equiv Eciuiv3.pcif 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 1I Dwal.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 FL13757 R6 AE EvalLudf 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 II Dwci2.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 FL13757 R6 AE Eval2.pdf span/pressure combinations and additional limitations of Created by IndependentThird'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 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, FL13757 R6 AE Eval3.pcif anchorage,etc. Created by Independent Third Party: Yes IBacki 12231 Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1624 The State of Florida Ban AA/EEO employer.Coovriaht 2007-2013 State of Florida,::privacy Statement::Al ressibility Statemrni::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 mall.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 hem. Product Approval Accepts: Credit Card Safe -security-in TE-TRICS" • • I • `t1111It:/1/,/.iMNK 5519 IIAACU,P;E 6.8 STREAMLINE SHUTTER :'_,A4.. ��" ` � �� FOR USE WITHIN AND OUTSIDE THE HVHZ ` NDPEOD46S45 I'-Aj9y§1. GENERAL NOTES: ; <C. �;` 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 INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH C (IJ a M N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O, ••. STATE OF 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 % 51'•nOTTIO^,• 8�m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S I, C N D_D U.i ---- ---- REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ,. M1/A N LLln IN FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN - /TI1111 11II 'o PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. z �> 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1B86/E1996/E330. ftI- If'r U( �=I0 $ 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z4 1 g Til l SAFETY FACTOR. :LLll S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND N ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PUN VIEW N 1� CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. till_ 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, 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE _ j Ioff+ IM DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FORte @ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 r SHALL BE USED. e F 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC N ic vagi 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a 1 ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME h W E PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER i 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. S0. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q F� e,� CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR \� Vla m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM �.>; g n 11. ANY MODIFICATIONS OR ADL DITIONS S TODTHESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL • , , ?m 12. WHENDOCUMENTS. THE SITE CQONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION `��. BOTTOM < SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL TIE AND JUSTIFNI THE TRACK i o 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 1 cg 1 INFORMATION: TOWN&COUNTRY INDUSTRIES . 9 1 FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVELD-ASTME188&,E1996&E330 SHUTTER ELEVATION Q 19 TAS 201 202&203 a FLORIDA PRODUCT APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV ci 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: Ft K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON•HVH2 ESSENTIAL K'- �g 1 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ 26 BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 1 1 1 1 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 a a d a a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN5 INSTALLATIONSABOVE INSTALLATIONSA'ABOV5 INSTALLATIONS30'ABOVE S INSTALLATIONS AA 20. AU.DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 30' OVE m 21. AU.STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE i s[g IE ill 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" 2-114" 1-518° 2-3/8' 1-518' U di TABLE 1: 99" 3-1/2' 1-7/8" 3-5/8' 1-7/8' 11 AA ACCORDION SHUTTER TABLE 1 NOTES: 120' 4-1/8" 2' 4-1/4" 2" @@@1 �� yyyp 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144' 4-718' 2' 5' 2' 9 �Eg SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. INRO SPAN SCHEDULE TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN, 2. NON}IVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY CCIIRGfTPAYILBNEAOPE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA. 15-2339 SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A scum - I - SPAN PRESSURE PRESSUREMGR IHTJPBPRon• DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". (P8F) (PSF) 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' - ABOVE GRADE. 1 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE S 5 120' INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. -- 53 53 - 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTMEil 144' 43 40 E1996.09. ```LT`,L,i I,4r FRANK 4L65�99"NA"°O,0.i, {{{ PROJECTION VARIES C1{`„•-. _ ��� -}F 0.115'2.874' i' • 4.874"MAX. `��. I-•.' '."`. II s' :: . _ E Y 0 0.062" 0.450' 0.080" *: Nu PFpO?6543 .Q= $-•`0.125" 1.830" I 0.062' `�'• -13• 7E I - ^0.100' I- -Tl N 1.708" 0.100• NJ- 0.080• 0.063 -O •* 2,1 1 N obi o� 09 L T I it 1 z.eao "��'., ��qrr 1-__u_r).21.9.5r...1.708"--1 - 0.060' 0.070' N0.060• .' of-tio 0.125.1 -t- In 0.630" car •+ 0.630' t--•-f 0.062"„ 1.993"-f 1.908"%•-..RIO,,..•.• :1db f �� 1 1."+ }01 0.--- --- ---- :070,• 0 ) 0. ' II }1.069• 1.069' `•.'--• ' 0.06: I_ ✓'" mil0.062 - <ailu� z°d 5.745"MAX. SUPPORT LEG OPTIONAL`•. I I 0'200" 1-1.069'-1 n 0.062" 0" W� K9 I� }-1.069"4 0.062" $mow z • --5.745"MAX. find g Oj WALL ®BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL 5 LITE HEADER/SILL 111 c W 7 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE • SCALE.HALF SIZE SCALE.HALF SIZE till wO WHERE SHOWN,SCREW BOSSES 8 FELT GROVES A85 OPTIONAL " • CR+ ON ALL EXTRUSIONS ag -.0,874"4- } 2.655' Iy 0.875• ,n -2.195° I }Fik,-}0.510' I�2.195 1.230 t...4 g I- t,-- ...-r-,.-7 __,_i,...-1.229" I I 10.305' 0,0- }I- =,;,-_ # g D 0. 5• g n m I ��. °�� ii 1 I. oyti i " 2.6'f55' a it 0.I `r I ._._ •2.362•---} ©tg, � 1 ---.- �, 1.069)-� I= - N it ''C' r° 0 10.105 iI f 4.64' uJ / .831" !10 ri N i n `' - �, --r- 4510• } E a �Ce0 J �'+ �.OS 1.069" --X0.105 IM I 0.075' n O i' .._-..- _-_._._ _ 50M �• N7,5,E14.510" I li... ..'[,_I i 0 994' -... .._ ,0.044"7N m 6 0,781"�--� y� ,---. -�_ y-- II 0.07 NOTE:TESTED THICKNESS OF 4 -4.510" 1 i3.506' i BARE METAL W/O PAINT IS 0.039' is SILL O SILL ADAPTER O EXTENDED SILL IO EXTENDED SILL ADAPTOR 71 ADJUSTABLE SILL BOTTOM 0 6.8 STREAMLINE SLAT/BLADE p't ----�� SCALE-HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ' �7 • SCALE HALF SIZE F R . d 0.47",.. I� 1 a 1/¢ i�6g 0.080' y_._; 1.570" f 0 510" . 0.143' 0.143" t- 0.59 0.341'' 1 ),.069' 0.070' 0.245' d E E d 1.708' 0.143' 0.096' t 0-- 8 4.753' 0.115" �''-f 0.1760"'ff' I .6 0.090•ry g 0.096" / gl E gl-p1 4,510' { i-0.1130" "I 0.080' 1114 k ali I I 0.D80"1 $ e 0.227' • 0.682' } -!0.630' 0.063• �l I 11� COVIII 15-2339- NOTE: ---- I 0.693"11 15-2339 NOTE:THICKNESS OF BARE 2.822" - I--1.6�°� L}0.420' METAL W/O PAINT IS 0.039" lu DEscmON'- Ig 6.8 STREAMLINE STACK 0 RADIUS CEILING HEADER/SILL 0 6_8 STARTER Ig WALL SILL CLIP ©WALL SILL 1 SCALE•HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE'HALF SIZE SCALE HALF SIZE 11 `` I I 1111 FRANK L&NMAR00 P.E.` `` 111 0/ 1PE00.16511 :Fir: _4{-0.125' 0.610' STAINLESS STEEL ri.950. °. NYLON WASHER OR K Lf ASSEMBLY T _ -0.357* �N ', 111111111r NYLON : <C.• J ° 4Y 0320"0 NOLE @ f°Q50" F "In 0.276•.-} *• AOp. _ I(l`�� ^'^ z _ __ I'I�III,010 x 2-3/4 410 Hi S.S. I D T O�a65 I g 0.88D II\� HEN .i u xr O _1 • SCREW W/TC ULTRACOTE °.591' _0 1 J} '9 d Q- II INSERTS �-' riCOATING N 1 1 !01,22_,i,_ INTO P 70P&BOTTOM N 0.062" - ST .y N p 7� 1.100"-f f-0.240• TRACK 1 �mN '"T 1 rCOR cS�IIF1 p t3: I NYLON BUSHING W/WASHER: �_I• �i S/ O1TfDA 'G q$ S _----{. 5, I TYP.AT EVERY OTHER 0.870"4 °•750' 7/16"0 x l/2•@I INTERIOR JOINT TOP 0.154.4 1-0.137• ''P..............At�F� o:,t J INSIDE JOINT AT TOP. 7/16"p x 1." INTERIOR]OINT BOTTOM '��qC ENG 1"n�'win o'"= CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR - '1711 I 11111 W 19 ANGLE ' HOUSING-ZINC DICAST',POWDER COATED Zir rp.1: 1 22 ROLLER ASSEMBLY 44 BUSHING ASSEMBLY DETAIL 28 BOX CENTER. INSERT (" tach 6 SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDEW u�� .Z,y SCALES HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE Z = Igl OR KEY/THUMB TURN OPERATED INSIDE. �N fO.2S0" 2)BRASS PUSH LOCK 5 SCALE:HALF SIZE r NKd � -R0.155" 1.978" till; //++II� 01 W N ¢• 2.125• ry1/ gO N 50.500" 4.000' 0.236' 1.742' 0.286" 1.603" 0.267" k - 0.500' 0.623" -1.710" -1.229" , ry o r 0.790' • 0.090" 0.319" - Ill 0.531" 0.531"4 G PI 0.064' m 0.2 • ,26 i" o •4}' 2.250' ..1 .°.09 n 41. m T -� 1 --T- 0.250' �� a c0.6 `26; 0.607 I �'' 0.607' m W1. 0.118-. . 1 4-0.224" 0.239"- {-. 1- rsim �•I'1C t u1 n m n e _ in n F$ ` �--2.000"-..-� 0.060" 0.496" I 0.240' �4 1- .i.i.i .4.i.I \u•., I yam' $ 2.7$D" I , 1'`� - 1 .�b o n 1.758" 111 c9 °C 27 RAINGUARD L8 DECORATIVE FLOOR TRACK 3.476'-- II0240 Om< SCALE HALF 512E SCALE.HALF SIZE O.16D" 1.00x4-0.062' 0.222.1 1'-4-0.062•' 1-0.176" V 64 0.062" g 30 UNIMATE LUCK 31 MALE BOX CENTER ®FEMALE BOX CENTER xi SCALE HALF SIZE SCALE.HALF SIZE SCALE-HALF SIZE m R• .6F 19 3 J1-0.062• 9 o s 4 5.500°x 13116'WIDE f_7,1-0.40D• • • T .!'. """a N I I 'A __ " 7/IG•0 STAINLESS r 1b7 �� STEEL NUT ' 30 Zit 8 0.125" I ,, d .. ..i _ • 0.188" c v I 1 T COa °I I _0.438.. 5/16-18x1 MACHINE CREW T1'P. STAINLESS STEEL a' '" 0.121" .�,_ 5/16"0 INTERNAL ., -� •-� { 4.500• }-10:609" POWDER COATED,ZINC DIE-CAST' THREAD M 1-. --.-r a a SECTION A HEAD STYLE VARIES " 4- 1.050"t i'i i i DELTA MOLIEL '10'22 36 T-LOCK ADAP TER 37 T-SCREW INSERT 0 THUMB SCREW �, • a Ta d g: INDUSTRIAL SYSTEMS (OPTIONAL) SCALE,FULL 512E SCALE,FULL SIZE a -j�i0.254° ®' ®4' g! 35 BOX LOCK SCALE HALF SIZE I D.319 FND STRIP 1" sl dY SCALE.HALF SIZE f--2.000"-t -.�� 2" & 3" EXT 1 m �q1 1-1.625"-{I {-1.500'-i --1-� • 410.125"SCALE, HALF SIZE sb - 10.050• I 0.093 J 0.125') L ��1 8 O.L25" 1� ! 3 T 0.085° - Nkg1D �il s • o -0.125^ GCMG/PR/NILBBIWODPE o--0.093• m 0.25D•- - 0.085' 15-2339 - csi I LL- .PAAGEE PP941uP O t- I 1 A } 7.000' - .4 O 2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE • 11 - - - 39 SCALE:HALF 512E - SCALE:HALF SIZE SCALE,HALF SIZE• G� SCALE.HALF SIZE -0 1 }- 1 11I I/HBIDRI! /NARDO,.,P.E, • ANY ANCHOR PER ANCHOR EDGE 1 DIST. • ` ���.""D9 0, SCHEDULE @ 18"O.C. EXISTING DIST, •_ GLAZINGFC-h43:1. „Q'/ 1 S `!”''i! V SEE END STRIFE `� ;OK— r , / n � SPAN SCHEDULE WHEN U�RIRIN�G,: No'E00.. ... C.O A .ANGLE EMBED i P i / 20,408,40D OR 6.8 T-' GI y• '*- EMBED.�/ Y (INTERIOR) LLG D RECITON-� .11" it / ® .`( -IMAX. WITH 21 R 25y'QP`. cC p �.V Y I / MIN.0.062"THICK 6063-16 ALUM. ��' i '•.�(�7 II . q'-103. � ._ _-_E� �-� _ ..,••...v, ®' �� 6- . (ANGLE LEG MAY IBE REVERSED)AX. Illt IMEII ®©EN ANGLE TO TRACK W/ • ///S 11 TLTI 1 r Dj V pl i^� DIST. I i - ( _ ANY ANCHOR PER ANCHOR `�I Ct(2))�!10x1"SCREWS AT (I�- yg 13 l41' ® `—" SCHEDULE @ 18"O.C. I ATTACH 1f 06 8 BOTTOM; ER(AND/ X7 1 a m$$x` _a N. •_TTS #12 x 1/2"GALVANIZED OR- Z+LL�l EE�^ ® ,/ 412 x 1/2'GALVANIZED OR S.S.SMS, N.--:-...,......___,__ S.S.SMS 3J36"0 ALUM.POP W on IN 6.60"ITYP.) 30 3/16"O ALUM.POP RIVET,OR 1/4-20 RIVET OR1/4-20 MACHINE Di1 W"li z USE(1)BRASS BUSH LOCK OR(1) MACHINE BOLT&NUT @ 1B"D.C. ALTERNATE END STRIP DETAIL BOLT✓)I NUT @ 1B"O.C. V (EXTERIOR) 5/16-117M8SCREWINTOTHREADED WITH 6,8 STARTER AND ANGLE `� _ 3EZI INSERTAT 1/3 SPAN TO 2/3 SPAN SC AL E:3"=1'-0" ANY TRACK W/ 'I TYPICAL PLAN VIEW FROM BM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. /.� w p HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE.3"=1'-0" 1"HEIGHT. 1"8/0)2.7") 62 108` `\ n ® 72 100' �_ �_._ al 82 94' m USE I1)BRASS,PUSH LOCK 2 80' OR(1)5/16-16 THUMB132 76" LOCKING DETAILS FOR 7B/80(3.7") 82 95" SEE END STRIP SCREW Ip�O THREADED trig a INSERT (3T) AT 1/3 SPAN CENTER MATES �2 88` 7I 1 SCHEDULE FOR MAX. L TO 2/3 SPAN FROM SHOWN ON RANDOM 2 B3- n SPAN WHEN USING �7`� BOTTOMOFHOLE SHUTTER 30 DETAILS FWO(4.7") 82 ea" 20,40a,406 OR 40C, ,!! r i m RECEIVING HOLE SHALL BE 13 66" /-p_ I o 3/8"MAX WIDTH,UP TO � � ® 8Z 9{r' r LA 1/4" OR 6.8 STARTER �!j :1 _ 62 {6r P� 7 6 v i�l 1"HEIGHT. �,� m, ALT27.)O 72 toF',_" 1C _- AX. WITH 21 OR 25. z a +(�.� O 12 R6" a G ]D 112 81" USE STRIP TE yR. 40 R3 _____„\_....,,..,0STARTER STRIP TO �.,.� �{� 1.6'Y3" 45 93" r `%OW PROSAUC CLOSURE Clz,digo x al ® :. x0.093' 62 FOR (W3A 7Q 7Q BUILDING COIJDIDONS. ® Q 64 78" FASTEN STARTER STRIP 1 U (INSIDE) 70 76" \_ To TRACK w/1211110x1•• m 2'x3' 45 39" SCREWS AT CORNER.TOP m x0.125" --67----14°-52 129" ALTERNATE END STRIP DETAIL &BOTTOM. SCALE 3"=V-0" ANY TRACK w/SCREW p 13� 4tl1 ]s130 20" BOSSES. m �� "1 'c'Ti'1 70 i', r 7�u i 73 d o SILL 1-N6 EOR GREATER SPANS OR LOADS THAN !n G "p) 5192WN IN END STRIP SCHEDULE,END 1� y 6 ST0.1P5 REOUIREA L^x1".090CUP 0N TIIEGIP EXISTING GLASS aoiin3^ ��R MID SPAN USING ANY ANCHOR ON TIIEL�bb^` Y @s Z AH0100.SCHEDULED 719"7/7'TEE __ '.1 ttt333 6666 �f GS: 13 SCREW O0.U4-70 BDLTTO END STRIP. 6g 5 USE IT)BRASS PUSH LOCK •I ® a{ USE Ill BRASS PUSH LOCK INSDE1 Ir OR 111 5/16-18 THUMB 73 �aRl OR I71 5/16-1H THUMB (SCREW Iy7O THREADED 38 uHxF SCREW I O THREADED II INSERT a71 AT 1/3 SPAN y -� ,I1-, 11'0 INSERT 37 18 t/3 SPAN SILL T T St + 6 TO 2/3 S N FROM ICS O 2/3 AN FROM • 1/ �i BOTTOM OF SHUTTER BOTTOMG OLE SHA % — ti (OUTSIDE) RECEIVING HOLE SHALL RE _1 H IGHX WIDTH.UP T ' 1tiihi 1' HEIGHT. /TYPICAL OUTSIDE CORNER CLOSURE ��, 3 DEI hu AILS WO/ ORNER POST 5 `R�i NTSIRT L '1�1• 1 , 30 COPR49RR-23 3WmOPE ® 3, er 13® (OUTSIDE) 15-2339 1 SILL • USE III BOX LOCK AT 1/3 SPAN SPAN TO 2/3 SPAN FROM uPASSDI010717PE10N1 BOTTOM OF SHUTTER - _ I 1 ID TYPICAL INSIDE CORNER CLOSURE tam yq DETAILS WO/CORNER POST C44,`,11 MULTIPLE SHUTTER ASSEMBLY /I NTS i ,� SCALE.3"=1'-0" /il I •• ... FRANK L ENNARO P.E 0, 1 Cl CONNECTION TYPE �.19§�wF�v�///jy'1 ' • REFERENCE ANCHOR EXISTING HOST —Z: '1 1/ SCHEDULE FOR MAX. STRUCTUREy�� •4 7 //i SPACING `'.‘7.-Cern°; ' L.-'74. i' CI CONNECTION TYPE j 7' MAX. / 1/4-20 MACHINE BOLT i- •_ti \ REFERENCE ANCHOR f i 1/2 .W/NUT 9 12"O.0 OR = //`;• Na' I:., .. -41 - / \ SCHEDULE FOR MAX ,,f^`I.g 4.. ®� 1114 SMS 0 6"O.C. =*: _ / \ SPACING - } l 2_ \ 1 (TYP.TOP&BOTTOM) ^�•• on - 0 i*T ALUM. TUBE • r !� U ~ -�: 2 FASTENERS s` I `I / �— Ill i.L �' _73'. jr ,T ofa EACH ANGLE— S063-T6 ALLOY =e i7Nr,_R�O_, I�„ ��SEE TABLE q FOR SIZE. Zou �111� I�HI c'1"x 2"x 1/8" �'_%'.1 IALTERNATE THRU BOLT �/," 9 ///, �+ tt OR 2"x 2"x 1/8" ' '--1 I Cl CONNECTION TYPE - IInpr �Iw¢Q y 1 ALUM.ANGLE REFERENCE ANCHOR MN.GLASS RaL-- • u �aW oIISCHEDULE FOR MAX. I.1 . I3 m• THREE 3/16"B ALUM. �' 7 ® I I; ijlSPACING " PER TAOLE7 Z � le I-' II 1„ IIIGLASS1111 S w �91'N^A zV • PDP RIVETS OR .�- I I OR DOOR— -----A---- ��l X N uai 4 8 0t THREE 012 SMS,TYP. ��I pt C,:21...... - 1 '/` / 3603/16".A ALUM VOP .,`I I I / — 1Q I w ',/7oW .f/ - t7 RIVET OR 812 SMS I / A(J� Ems.- �W W - " (ot is-0.C.ITYP) .!�'--=---- e,,,. � - SORn60R wO I." 'y0 TABLE A(CC) _ \ e _ PRESSURE VS ALLOWABLE LENGTII \ `_ w Ham ...„?;,5 O L 'A • xr� X3/8• 1/ MAY USE MALE OR W 12 q 7 'PSF 2R0 B10 3NoYWp� ` FEMALE LOCK-SLAT uO�O �- i � ° FFRRy^TT t3 ALTERNATE THRU BOLT I I 1/4'"MAX FROM PIN fie 110" 188' CS CUM1INECTION TYPE I -"�' GUIDE 70 BUSHING CI CONNECTION TYPE WASHER(TYP.) rn 72 32f' 179' _ ® 1YPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR ��''1'•---.---�' 1: 5 82 119' 17T NTS SCHEDULE FOR MAX SCHEDULE FOR MAX / .`•� t9 d 92 114' 165• Ir i� 814x 3/4"SMS 9"0C. 1- d o 102 110" 160' "t •��/ ANGLE TO TUBE CONNECTION In a'8 S gl c ro .7 120 104' HTEXG 2"x 2"x.125" CM]Wer. 150 gr or TABLE B(CC4) STRUCTUREOST EHBED. 6063-T6 ALUM TUBE ZM fi' 20D PRESSUREVSALLDWABLE LENGTH CS CONNECTION TYPE ; _ BB' ll4'_ �- ��rn�+ EDGE DISTANCE REFERENCE ANCHOR m a • PSF W -" WITH 1�0 SPACINGS FOR MAX F '� $ 62 113' 166' E 3 g 72 for 1ST FASTENER N t8' D E. CU ALIERNATE BUILD OUT MOUNT SECTION a (USE ANY ANCHOR SHOWN 82 101" far IN ANCHOR SCHEDULE). SCALE 3 1'-0" d 3 92 95' 129' \� �.- �' 22 102 90' 332' J„_ R 120 83' 122' \ g 150 74' 109' \\I LeJ/ ‘,1:-'''j^ 2 a� 200 64' • 9T ter-.- 2”x 2"x _ Z O . 3/16 RIVET OR tl12 SMS 090"6063-T6 rr • 1IN GLASS ® 7 =- qp (l 1B"O.C. OR 1/4-20 III ALUM TUBS TYP. N d m EPARATION SZ u-. 8iie Li NUTS BOLT(TYP.). 3/16Itli) "m ALUM POP da:i GLA55 PVT TABLE - 4o z m a i 6 RIVET OR 812 SMS a� K44 p Ye� ALUM. TUBE i OR DOOR- oat- �1 d 78"O.C.ITYP.) G S , 6063-16 ALLOY @ Y �" ILlI ut SEE TABLE R FOR SIZE. L/ 7 FASTENERS x CONTINUOUS s- goil-'41 ul EACH ANGLE ALUMINUM ANGLE � ' EE@ R r x 2"x 093"n093-T6 � OPTIONAL ANGLE (INSIDE) . .I ,_ x©16 ALUM.ANGLE,TYP. I I o THREE VETS O ALUM. ob ORIENTATION TYP. _ W "'"--,I�p�� �All - POP RIVETS OR IT�, c � I 17 THREE 4412 SMS,TYP. -9Q 1111.. I"x 2"x 1/8" =r' —J, — • _.— �\\� 4CUNNECTIONTYPERgsp ® OR M x 7"x 1/6" FOGE DIST REFERENCE ANCHOR 9 CiCiI ALUM.ANGLE SPHACINGE FOR MAX RfiiWlnsBIWOOPB • --USE MALE OR FEMALE 15-2339 " LOCK-SIA)' ® --' EXISTING CONCRETE. 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE f PAGE ocawvnonL tt12 x 1/2"GALVANIZED SCALE:3"-1'-0" OR S.S.SMS,3/76"�ALUM. - CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT S NUT SCALE:3"x 1'-0" • 11 a$a' [u1 18"O.C. • FRANK L.BENNAP00,P.E.\ •' C5 CONNECTION TYPE I 1 f III i J54. • Z. 'I' REFERENCE ANCHOR EXISTING Nan\ a zwj SCHEDULE FOR MAX. STRUCTURE 3 SPACING 5:i-I tl I+ 00 R -'� 5"MAX. _ P� • • •i GLASS W 0:w" GLASS ui Cl CONNECTION TYPE s 1/4-20 MACHINE 8061' : .Q OR'UUDR �v' OR DOOR w i 15_ / W/NUT@12"O.0 OR(C No nE�p:::10 REFERENCE ANCHOR �u In} i-.w SCHEDULE FOR MAY,. O 4614 SMS @ 6"O.C.- I-4 I- t-m= w SPACING I!2-' r� = Q' MN • 13 • i J i' rr((��.1. ITYP 1OP880T 76r� 1:J` OdaN' *_ MN ® !:Z: aw GLA55 VIS 4 , I,. (III^III �� �m f- C 1/4"-IO THOU BOLT W/ GLASS N m @ EPARATION X N F l Q I T�I' Fl • -EPARATION 0'4 4114 x 1/2"SMS 12"O C PEP w Z I- w G' •I'.2 LOCK NUT @ 12".0 C.OR wI- OR3/26"0ALUM POP a W S Q aw f 5 OP G OR ! '•.•!'(Ili ill x 1/2"Sh15(d 12 O.C.E.S. PER ~ RIVETS Lal 6"O.C. OR 1/4•'0 TABLE 2 £ O - i! 'j;ITABLE 2._ w oOR� iiss �♦ T CR3716"m ALUM POP7 /= ! / I•:-- RIVETS @ 6"O.0 E.S. = ALUM.POP RIVETS[x1 12"O.C. 0 4 - _ _ -, _ m !!/0_�'_ uWF�V JR 1/4"ra ALUM.POP RIVETS '� - tt ANU 3O ill y,,l i; h1N GLASS w F w I•FcQQa 12"O.C.E.S.— I'r ��'-- ASSEMBLY L1`'. 1/4"MAX.FROM PIN SEPARATION 13 t-�]O �7 C m 770 ,�1I GUID MAX.FROM PIN ILL.LL_'`I' 1!2"TYP. GUIDE TO BUSHING PER TABLE 2 I r S O• L iw 1s�1 O9 AND 10 la GUIDE TO BUSHIPIG `� P - lll� WASHER ITYP.) N w w N p L ar __ _� w ;��9_ m ASSEMBLY �'1i WASHER ITYP.1 Ir II��'� GLASS I N 5LIim `i/ 71111/2'TVP EXISTING CONCRETE, m4� �,r , 3 CONNECTION TYPE OR DOOR _ X o z J 1 3I5 di • 0 +r• '� BLOCK OR WOOD FRAMING % REFERENCE ANCHOR Qw¢Q I /� Vi� x w ,�II` II III' `�i� SCI{EDUCE FOR MA%. E OA. �f/ {710 . /�.,1_ ,I,'` 4 CONNECTION TYPE SPACING 'dm I• NCI / REFERENCE ANCHOR Q 1gg1 / F.DGE . SCHEDULE FUR MAX. _" F. n// SPACING AS SHOWN ri Hy 1I.!„ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 12 I_n (570RQOR F' m 4C vvviii iii ,REFERENCE ANCHOR EXISTING CONCRETE. OC.J`i 0�(D \ SCHEDULE F.FOR MAX. BLOCK OR WOOD FRAMING `` �1/4"MAX.FROM PIN W SPACING.ALT.FASTENER Cl CONNECTION TYPE ' C;/2 L ail GUIDE TO BUSHING / MAXgIT P BACA ANC FRONT AND REFERENCE ANCHOR !. 11/ " WASHER ITYP.( y`,Y y/ . 1/4"MAX FROM y/ITH THISHLOCATION REO'D O INSIDE MOUNT SEC KION SCHEDULE FOR MAX X19 d 3g, i. PIN GUIDE TO SCALE'3'=1-0' SPACING 10 ,�!-1 r-��—BUSHING WASHER /A INSIDE MOUNT SECTION ( REFERENCE(ANCHOR ig.F18IS or?- 7ITYP') ( SCALE:3"=1'-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING 'O a e BLOCK OR WOOD FRAMI EMBED 2m WW \` % / _ EDBUILD OUT MOUNT SECTION (44.4 E u a Fri. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" FF FFjI1 J BLOCK OR WOOD FRAMING _ C 8 EDGE DIST! EXISTING .d NOTE.FOR DETAILS A,B,D.AND E ON THIS SHEET, 4 COt•INECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS w REFERENCE ANCHOR EMBED 5 CONNECTION TYPE A MINIMUMIN GAPS,PROVIDED D THAT EACH SECTION HAS �—� A SCHEUULE FUR MAX. REFERENCE ANCHORA OF TWO SETS OF ANCHORS AND ISA //.:�_�'d`II ' SPACING SCHEDULE.FOR MAX. R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w -'�� SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS -I i� D OVER THE GAPS BETWEEN SECTIONS. 111-777) r^n 6® --•• 1/2.. RO N _ w yy' GLASS MN ' j ' 'J4__ 'JIL a p R ..Q OR DOOR GLASS I lid 13 H I/w^ 111,13 wFwN12 x 1/2"SMS @12" EPARATIO ISIzI-i II _wDl .m ."' O.0 OR 3/160 ALUM. vER =DPOP RIVETS@6"O.0 TABLE2x 1221- GLASS OR�MNGLA I2N=J �sl�O�a � F B I W OR 1/4"0 ALUM.PDI' Q4DOOR SEPARATIp Mo ul m® �I =� RIVETS(x112"OC F uaPER TABLE 2 -ZD 4 MN.GLA55 NF2um II u� Xw¢z Idgdil 1�iSEPARATION uuO.1 q rir ; __ II 117 i 5 O a 11111 2 0 Z I.. (AND(B�£ 1/4-20 S.S.MACHINE PFR TABLE 2 4-D,f 1�� 1/A"MAX FROMPIN I 4ly SCREW&NUT(al £ u of ASSEMBLY 1/2' _ A 1/2" GUIDE 70 BUSHING ,'rBA-1� lig l(5(� 12"O C _ 4 Lam■ ,,-� YP WASHER ITYP.1 V H • GLASS S � , lI���`` �I,� W IIr5ri 1/4"MAX FROM PIN ill OR DOOR .�. X I� 1/4"MAX.FROM PIN w �1 `� I45_'+' 4 COtJNEC710N TYPE 4... 1/2" GUIDE 10 BUSHINGiI! GUIDE 1 U BUSHING REFERENCE ANCHOR OO R q �JJ WASHER ITYP.( OQIRd0RIHRL PE iry s WASHER(TYP I %� / EDGyE � r X 00, EXISTING CONCRETE. I/��'A14 � SCHEDULE FOR 14A% ,;,S ill BLDC1(OR WOOD ~W� SPACING AS SHOWN CONNECTION TYPE 15-2339 �- EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. ia'" I I- OR ■ SCHEDULE FOR MAX SPACING . PALEG[ROI1PT101U '"x 3"x 1/4". NGLE 3 CONNECTION TYPE 012 x 1/2"EMS(lu M. 063-T6 ALUM.ANGLE4. REFERENCE ANCHOR 0.0 OR 3/1E"0 ALUM. • SPACING ALT FASTENER EXISTING CONCRETE. //'' LOCATION FRONT AND ,�'tAY BF.REVERSED L//F�" _ SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. / BACK ANCHORS NOT RE0'U P_I.00K OR WOOD FRAMING F 15 SHOWN DASHED( �ar SPACING OR 1/4"0 ALUM POP—' WITH THIS LOCATION 19 r. Op RIVETS(x1 12"OC. WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"'=1°-0" SCALE,3"-t•-0'• SECTION ___ -- — _ —_ SCALE,3"= I'-0" J i • • • HIJ GLASS mi 11 j 1' IJ L.9 5R�ENMPA00,P E, GLASS SEPARATION 2O j • _ ``p__'IPP:..-^;9, A OR DOOR PER TABLE ®22 ` ,. w0= 1C GLASS OR uIA' DOOR 14... N Y O�Z GLASS OR _7F O E004654' ? ' x w a NPN GLASS . I "�N �DUOR SEPARATION -� �p •N I X / 7-70 1 lJ , _ ,,, a H IY�, MN GLASS W J PER TABLE 2 T sr AT,X rw- SEPARATION w f m RAT, -p :% 'y1 SE I{ , /_PER TABLE 2 >F W, COE 1,1, t u , ii,ii :1 , --. -1- ,., „1:6..'T; �17_ s N g.. � {- i /2" a -'o Z C1 CONNECTION TYPE X wa In ZK mzi 01/4"MAX.FROM PIN GUIDE a REFERENCE ANCHOR a '�UzTI-- 28 6. WW'OLTO BUSHING WASHER IT YP.I raIA SCHEDULE FOR MAX. a I u'�xi/1. TWO 1/f."9 W000 250'. SPACING �• _ �'- m / iN,E1g .I�I' LAG SCREWS @ 24•' •, I•11 C4 CONNECTION TYPE `, lu 250" �,�- b W w O.0 MAX.WITH 2" ,A► } W REFERENCE ANCHOR THREADED PENETRATION /. SCHEDULE FOR MAX /�"1��►j�"�= �b -. D hC "T"INTO CENTER OF 2X STUDS o iCCCC- SPRUNG W I-, �I• IOC 14 SMS O- r I n EMB."T• @ MIDSPAN BETWEEN /w UtST /W C STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE - / F•C1 PLYWOOD 8 TUBE CONNECTION STUCCO FINISH 1•'x 4"x.125" 6063-76 ALUM TUBE " P THIS DETAIL TO BE USED WHEN STUD SPACING 0 DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL Iglu '5' 012 i4 EXCEEDS TIDE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" • SCALE:3"=1'-0" =Fa N rnp o 'd C WALL MOUNT SECTION THIS DETAIL MAY 1 a n 7.� EI SCALE.3"=1'-0'• ALSA BT OPSED _ -i m 4+ rEg � g ACCORDION SHUTTER w cil-E 1 1 O ; w PER PRODUCT APPROVAL I- o —GLASS r O qE • :u MP ROR DOOR F- I Ut SEPARATION I3 = " „, 'I PER TABLET I " I EXISTING WOOD IG=0.421 'S R APPLICABLE AT TOP z Z TRUSS OR RAFTERiii AND/OR BOTTOM i X a 5524"MAX.O.C. 1_1/22'T-1/2" a a • ' 2'0R3" " Y " EXISTING FINISH �I I I. a' [ MATERIAL i it 1 'L. 1t g 1/4"MAX FROM PIN GUIDE I 2"U 5"xJl/8"6063-T6C • i1 •• Q AL M At GLE W/TI IRE1 �2"x3x)'j'xCONTINUOUS OR -} - -- �-2.1T5° � 11'/1 i I`, i q�I i,'� 6061-T6 ALUMINUM ANGLE ''"" „:C:;%' C:%(;�,.„=' `.I fL ` ¢TS 8 "'"°""^'CCCC_Ri '` MINIMUM THREADED 3/4"PLYWOOD II 0.9'MIN.THICK 6061 T6 ALUM TMCK l� ' _ PENETR."T"IN WOOD@ �OTs1Il _ 1/4"P A325 GRADE THRU BOLI'@ 7"O.C. EACH RAFTER OF TRUSS. II ©O 14/ I - 7 FASTENED 70 ANGLE W[TH 1/4-20 ❑R 5/16"m A325 GRADE THRU BOLT @ 12"'0 C 24"O.C.MAX WHERE ANGLE FASTENED TO t . "� I = EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3'FROM ENDS %T/ � GAL V.OR S.5 ANGLE EXTENDS BE"OMD gg�� HOST STRUCTURE J AND 9"O.0 FOR THE BALANCE LAST TRUSS MORE THAN a R ,�\— 1/4"m ELCO 1/4'ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO I dd ti'i"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5'0 C.W/1-1/4'MIN.EMB. a "t::', a 3"FROM ENDS AND.4'O.C. NEXT TRUSS. w '- 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW @ 9"O.C.W/1-7/8" 1 w 7 7 FOR BALANCE WITH ISS NM.EMB. IN WOOD SG=0L2.TO 0.55. I-"x„Of' 1111' 011 MIN EMBEDMENT AND 2'/t MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 ='A !` MIN EDGE DISTANCE, A62P.S.F. EXISTING BLOCK OR x zo STAGGERED WITH 3'MIN. OLLOW BLOCK OR / '^Z o IA- RIMHILIIONMPOPE MAX,AXDESIGN LOAD AT 6'-0'MAX SPANS WOOD FRAMING.SEE 2"x5"x1/8"CONT x,OZF- SPACING,TYP. t 52 P.S.F. ANCHOR SCHED _ 4 ALUM ANGLE 16063-761 .1-"3,1 3 a 15-2339 • $ O BUILDOUT MOUNT BASED DN TYPE OF I E In ee•.... - I - p HO STRUCTURE Q PAOR 0601LIPTIONI SCALE:NTS MAXI .DESIGN LOAD=12 P.S.F I 1 Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE•3 1'-0" O e1 SC AIF.:3"=7'-0" • EXISTING HOST ALT.LEG DIRECTION 1 4 Lge j� PT V'E` STRUCTURE 1/4"All POINTS SOLID SET ANCHORS WITH 7/8"MIN _ e .../,, 12"MIN FROM EDGE OF ACCORDIONh••`;.. EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM moi 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE ASSEMBLY P {MAX/ 2 6063-1.6 ALUMINUM \� TOP OR BOTTOMIII -,,4, ANGLES PER BEAM ENO,SIZE = 4:• D7,:39::.:.',7:,,t-*„.1" "!1/2° PE0.5PAN TUBESCHEDULE -71tIEMBED. / / /'SPANBEPER - `n~ �t- / DESIGNSCEDULE _b uEDGE OF ACCORDIONz 3 ACCESS HOLE / i42T W/NUT @ ��,�'•,SHUTTER BLADES sa .i 12"O.0 OR(14x3/4"SM56'O.C. • 0 1.1 ,;:,�;E 3.5'MIN Tail.01 1 .-- -- p S 4"-- ---' TYPICAL :1ei1/2'MAX. ni F III //i///t7i i 4��0'�1 c €� 3°MIN 1 _• ©o •_A J L .I 7Q0Q Z 2.8750 HOLE(TO RECEIVE DISTANCE • 111 IH a a 5 ga W LL- tp ROUND WINDOW ASSEMBLY) EDGE n SEPARATIONI ©® II ® w O �jJ fin ! u MAXIMUM OF 3 WINDOWS EXISTING �¢j PER TABLE 2 0 �+'��R+I PER EVERY OTHER BLADE GLASS DOOR--1 0 8. I f N Wil 1 ig LIGHT-N-VIEW WINDOW oe 3'MIN EDGE al V/2"MAX IIW � by IO N.T.S. EXTERIOR ELEV =O /, __ DISTANCE ©© Ir tn w 1f M 0 LD `y` ©�( '- \ �-1/t••MAX.FROM PIE GUIDE l9 y /' ��� TO BUSHING WASHER fTYP I n w N a 1 ACCESS L-'1/4-20 MACHINE BOLT W/NUi @ 2 F y - "-1/2" HOLE 12"O.0 OR*14 x 3/4"SMS 6"O.C. y 2.875'0 HOLE TO '�_.a� /r -SPAN TUBE PER w9 RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY '_�_i 1f2• `��-(2)6063-1.6 ALUMINUM ig:41" $ -_9•f MAX. ANGLES PER BEAM END,SIZE • 1 30 SE o EXISTING -1- PER SPAN TUBE SCHEDULE 0,'5 s °1.41 HOST • T/4"0 THRU BOLTS SEE BEAM zm S STRUCTURE SCHEDULE FOR REQUIRED NUMBERS I . -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN m Y g ' EMBED IN CONCRETE OR HOLLOW BLOC(3"MINIMUM • }}��10 0.125•- - 0.125' SPACING,AND 3"MINIMUM EDGE DISTABICE gl p� 1 1--0,032' 0,032" I MA%,DESIGN LOAD=t 72 POP �y�yo�s ---�\ _-- O SPAN TUBE SECTION �g 1 0.196,~ /� B N.T.S. VERT SECTION L , LI ,� 4So_, \\ SPAN TUBE SCHEDULE / F \ I ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE ANCHOPER r` I ' Z, ROUND TUBE SHUTTER I SPAN THRU-BOLTS ANGRLE LENGTH WINDOW 6QE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP TBOTTOM- ASSEMBLY OTTOM S ASSEMBLY- TUBE 1 TUBE TUBE TUBE TUBE TUBE TUBE I TUBE a S ,LLS, `\ / 60' 123.8' 135.2 2 2 2 3 4' ( 7' BB / 0.125. 96 101.1. 108.8' 2 2 3 3 7' T � � �� ' 1 _ 123' BB.B" 8{.4' 2 _ 2- 3 - 3 T I T a l \ 6D' 129.1' 167.0' 2 2 2 3 4' I T N. /// (.._. \ 2•; 98' 114.6"__1241' 2 2 3 9 T_ T ��� tl� 0 123' 102.6-' 109.8•----2 -- 2--4 ---4-- ---HP 10• gg �R,4 \ / _ - 60' 130.0' 198.8" 2 2 3 3 T ..-.r._ 1 111 '^ 02.075" 03,250" 0.188' j I 02k72B5 80' 122.1. 195.1. 2 2 3 4 T 10' eyI123• 115.1' 137.6' 2 3. 4 5 1fY' 13° _ZYfO'� -�---- 168.1' 240.0' 2234T _10' °� �/ 96- 140.6' 228.9' 2 3 4 8 10' -� 18'LIGHT-N-VIEW WINDOW 1 0.167E -iz3'- 1J2.2" 203.1' 3 4 5 7 13' 11B' LDPBu�URFW RLBTW✓DOPE 29 N.T.S. SABIC PLASTICS SLX143IT-UL-94H8 �� SPAN TUBE SCHEDULE NOTES: 1. USE 2x3"x1(4"O FOR ANGLES FOR 2"x5"&2°x6"BEAMS. 15-2339 2. USE 2"x5'141/4"ANGLESES FOR 2 2'x8"&2'x10'BEAMS., - -)- 3. USE BEAM SCHEDULE FOR DETAIL 3/8. CLwe��timi 4. TOP&BOTTOM BEAMS MAYBE USED TOGETHER OR IN COMBINATION WITH OTHER • CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. - S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WIN DOW BELOWTHE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, • y1 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS - 8 N.T.S. - EXTERIOR ELEV ABOVE ARID BELOW THE BEAM. 7. LAP BEAMS AND ANGLEALLOWED.O 6063-T6 ALUMINUM. 0 • • ANCHORSCHEDULE: CONCRETE TRAH046549 AR00 PE.\ 1111 rPE00W519 .19};;: 2.5'1110 EDGE DISTANCE ___ _ _ r1 �.�.C., yy/A���//A��A'y4��1►i''�;j �'j Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" �`Q' E7aill7f_„ G1 LOAD CONN TYPE CONN TYPE CONN TYPE '.• •.1-' "..-- 2g ANCHOR (psQ No PE004;sa �- C1 C2 C3 Cl CS Cl CZ C3 C4 CS Cl C2 tl C4 CS 1/4"TRW TAPCOU OR ELCO 43 16.0"16.00'15.0"16.0'16.0"16.0"16.0" 9.0" 13.0"16.0'16.0" 9.5" 5.5' 8.5. 14.5" -*' _ ULTRACON WITH 1-3/4' _53 16.0'16.0"10.5",14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5"_a_5" 7.5" 10.5" -_70: * ( �N EMBED(3192p61 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16_0"16.0" 9,5" 5.5" 8.5" 1560"15.0" 7.5" 4.5" 7.5 10,5" ' G ' -70 18.0"I73.0" 7.0" 11.0"16.0"15,5" 8.0" 5.0" 7.5" 11.5"15.0" 7,5" 4.5" 7.5" 10.5" Q/0 COMOIIJA TIOIq-O�•, •STATE O-� /-i -_-_-_.---___�.-___.5" .__ 2 x S(TYP.) 100 15.0" 7.5' 4.5" 7.5" 10.5"15,0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" �/ �. COMBIMOTIO(!;�'•.,A'(OR m , __ _ S IO2, -1 14t --.---- ---- 1/4=MILLENTUM MILLFAST _ 43 43 16.0_1G.0_15.0"16.d'16.0"16.0"16.0" 9.0'_13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5' 4 '•...... NIL !0 WITH 1-3/4'DRIED(3275p51 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" ��� /1,0NAL _$ 6 s MIN CONCRETE) 62 16.0°15.0" 0.5" 13.0".16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5 7.0" 4.5__ 7.5" 9.5"' grn '--- / 11 I I!1 - ��U Sa 3k _70 16.0'12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" g<go 1 Ps _ _ _ _100 13.5" 7.0' 4.5" 7.5'_9.5" 13.5" 7.0" 4.5' 7.5' 9,5" 13.5" 7.0" 4.5" 7.5' 9.5" U�o�' OD. k Q M m 1/4"ELCO CRETEFLE 5554 43-16.0"16,0"16.0"16,0"16.0"16.D"16.0'•13.5'16.0"16.5'16.0"12.5" 8.0' 13.0"16.0" • 1.S IT YP.1 2 x 5(TIP.) H 999 W/2'EMBED(3350051 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5'16.0'16.0"10.0" 6.5" 11.5"14.0" W Wg`,1,911.-Ig 3 CONC) G2_16.0" _ 12.5'16.0"16.0"16.0"12.5" 8.0" 13.0"16.0'16.0"10.0" 6.5" I1.5"14.0" ' i A'�TU1 uvs. �79 16.0""16_0'10.5"16.0"16.0"16_0"10.5" 7_0" 11.5"15.0"16.0"10.0" 6.5" 11.0'14.0" 7i�_ U11oC114 x o1 16.0"10.0" G.5" 11,0"14.0"16.0"10.0" 6.5" 11.0"14.5'16.0"10.6'1.5" 11.0"14.0" IJJ cw 5 100 _ 1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING � CI C2 C3 C4 CS Cl C2 C3 CO C1 03- Cl-- t3 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCOH OR ELCO 43 16.0"16.0•' 7.5" 8.0" 16.0"16.0"16.0" 5.0•' 16.0'16.0" 3.0" 4.0" 14.0" II ULTRACON WITH 1-3/4" 53 116.0"I6.0' 5.5" 6.5" 16.0'16.0"12.0"% 16.0"14.5" 10.CP - C2 CONNECTION TYPE USING PIECE ) WITH OUTSIDE (j �j 1 ' ANCHORS CONNECTION TYPE F EMBED 3192 51 MIN CONC 82 'I6.0"15.5' 4.5" 5.5" 36.0"36.0" 9.0"_ 14.5'14.5" / 10,D" - Ca ANCHORS TYPE USING PIECF. ®WITH ( p ) - / -' j,'/// 100" OUTSIDE ANCHORS ONLY 70 14.5" 7.5' a.0" 5.0" 16.0'14.5" 7.5" //� 10.0"14.5" '/ {4 _Tao 14s•• zs•lJ//Jf' foto^las' 7s' i �io5'14.5" /,, i io.o� 1 1/4'MILL-EN. IUM MILLFAST 43 16.0"16.0"11.0•'13.5"16.0"16.0"13.0'_6.5"_9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10_5" w 1 WITH 1.3/4'EMBED(3275ps1 53 16.0'•1660" 8.0" 11.0"16.0"16.0"9.0" 5.0" 7.5" 16.0'10.5" 5.5"r. 5.5" 7.6" ANCHOR NOTES: - g MIN CONCRETE) 62 18.0"71.5" 6.0" 9.0" 16.0"13.5' 7.0" 4.0" 6S" 11.0"10.5" 5.5" 5.5" 7.5" r.Q uT m E f 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMIMNG ANCHOR SPACING ND' n 70 16.0" 9.5" 5.5" B.0" 7.5"11.5' 5.5"'�/A. 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST IN O0 m ^ _-._ /j/ __., 1-1 'MI / 5.S' 7.5" 10.5" 5.5" /.5.5" 7.5• LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). ov v m g 100 10.5" 5.S' //3 5.5" 7.5' 10.5"_ (4'MIN EDGE DISTANCE ��III1��z $m p6 13 ANC OR IN/7/8"SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �I� n�i. 3 u ANCHOR W/7/B'EMBED& CI C2-I 63 T C4 CSIFC2 C3 C4 CS Cl C2 C3 C5 ANCHOR TYPE AND EDGE DLSTANC'E.SELECT DEIGN LOAD GREATER'f}IAN OR 8Q '$E1/4-20 55 MACHINE SCREW 43 16.0'16_0• 8.5• 10_5"16.0" 2,0" S.S' 7.5" 16.0"12.5" 6S" 3.0" 10_0" EpUAL TO NEGATLVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g Q(7000D51 MIN CONC) -53 16_0"15.0^ 6.5" 8800" 16.0" e.s^ a.0" fi.o^ls.s'lD.o^ 5.0"%/// �.o" HAN OR EQUAL TO SHUTTER SPAN. p7162'18.0"11.0" 5.0" 7.0" 16.0" 6.5" 3.5" 40" 10.0"10.5' 5.0",/,./ 7 7A" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S O O •0 70 16.0"'9.0" 4.5' 6.0" 16.V 10.5" 5.5" 3.0" 4.0" 8,0" 10.0" 5.0"//x 4.0" 7.0" . § c 5 100 10.0" 5.0'%//%//4.0" 7.0" -10.0" 5.0"/%/l 4.0" 7.0" 10.0" 5.0°// 4.0" 7.0' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE • BLACK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER V k• 1/4'ALL-POINTS SOUR-SET ---C2-T---c 3'MIN EDGE DISTANCE ____.__- ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE � - ANCHOR W/7/B•EMBED& Cl C2_�c3 C4 c5 Cl Cl C3 C4 05 CI cz a C4 Co CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF m 1/4-20 SS MACHINE SCREW _43 16.0"18.0'_16.0"16.0'"16.0_7_16.0"16.0"_11.5"16.0"16.0"16.0"11.0" 7.0'_11.0"16.0•' (3000pa1 MIN CONC) _16.0"16.0"13.5'16.0"16.0''36.0"14,0" Bs" 13.5"16.5'16.0" 8S" 5.6" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"16.0"10.5.16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. Zi ••J _70 16.0"15.0" 9.0" 14.0"I6.D"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8S" 5.5" 9.5" 12.0" ii6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED .100 16.0" B.5" 5.5"_9.5"_12.0"16.0"_0.5"_5.5" 9.5" 12.0"16.0"_8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 0 2-5/8'MIN EDGE DISTANCE _ - • LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN - - - - FINISHES. g8 W/1/4-20 55 BOLT AND Cl Cl C3 U C5 Cl Cl C3 C4 CS Cl C2 C3 C4 CS a n ao T.. 1'EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"Mill 12.5"16.0"14.0"7.5" _5.0" 0.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS •1 i 1 i q 1111 SS CONC) 53 16.0"16.0"T9.5" 14.0"16_0"16.0" 9.5" 6.0" 10.0"16.0"11.5' 6.0° 4.0"3.0" 8_0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 8 ■ 4 62 16.0"12.5' 7.5' 12.0"18.0"14.5" 7.5_ 5.0" 0.5' 11.5'11.5"6.0" 4.0" -7.0"8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD L5 ACCEPTABLE ONLY FOR '�1 •ti,�--"'-�" 70 16.0"10.0" 6.5" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.S' 6.0" 4.0' 7.0" 8.0" SIDE CLOSURE PIECES. 1 2 o a1 d 2` 15e 3-1/2"MIN EDGE 7.0" B.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 6 It:LL R ( -DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"A 4^(MIN. WOOD STUD.3/4' t/4'POWERS SS DROP-IN --- --C-5- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. l�SCREWS SHALL. N t)i a t W EMBED 3000L00p9 AN 100 16 0 15 A' 16 0"105 1Cl 14 S' 9.0" U CS Cl Cl C3 Cl C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. W/I/4-2055 BOLT AND ClC3 C2 C3 C4 C5 Cl Cl C3 113.5'16.0'15.0" 7.5" 5.0" 9.0" 12.0" g,. MACHINE SCREWS SHALL HAVE MINIMUM OF 1%2'ENGAGEMENT OF THREADS IN .a E T CONC) 53 16.0"10.0_'10.5"15.0"16.0"11&0"10.0' 6.5" 10.5"16.0"12.0" 6.0" 4.0' 7.5"_BS" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER !lig S•� -62 16,d'13.5" 8.0" 12.5'16.0"15.0"6.0' 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 05" HEAD(SIDEWALK BOLT),U.O.N. -�+� 70 16.0•'10.5",7.0" SLA"16.0"12.5" 6.5' 4.5" 0.0" 9.5" 12.0' 6.0" 4.0' 7.5" 8.5° El DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 6 100 12.0 -6.0;17-.0" 7.5' 8.5' 12.0" 6.0° 4.0" 7.5" 0.5" 12.0" 6.0" 4.0' 7.5" 8.5' r Y _ __ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, q iii ---•-- NUT OR WASHER WINGNUT. t72 5M5 W/2'EYE WALL Cl r,,---„--, Cl CO Cl Cl C3 04 CS CL C2 C3 C4 C5 OOP6®IORtWfLB9NYmOPE - ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5.14.0"16.0"16.0'•16.0' 7.5" 10.0"16.0"16.0^ 9.0" 4.5" 6_5' 13.5' LI. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (200000 MN CONC) 53 16.0,16.0" 8.5" 11 CT"_16.0"16.0"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" 18.0"X16.0" 9.0' 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5' 101" 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO SEME1 - )- DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ma DEf01D"RONt 70 18.0.12.0" 6.0'• 8.0' 16.0"14.5" 7.5" 4.0" 6.0" 10,5"14.0" 7.0" 3.5' 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _ .___ ____6•:_l_._ 100 14.0" 7.0" 3.5'• 5.5' 10.0':14,0 7.0" 3.5 5.5" 10.0"14.0" 7.0'_ 3_5`5.5" 10.0" *12 SMS W/2.75'EYEWALL 43_16.0"16.0"16.0'16.0"16.0"16,0"16.0"30.0'14.0"16.0"16.0°11.5" 6.0' 9.5" 16.0" ARMOR INSERT WI 2.5" 53 1660'10.0"12.0"16.0"16.0"16.0"150" 7.5" 11.0'16_0"16,0" 9.0" 5.0"-..817 13.0" all EMBED(200' Opsl MW CONC) 62 16.0'fax 9.5" 13.5'16.0"16.0"11.5" 6,5" 9.5" 16.0"16.5" 9.0" 5.0'..8.0" 13.0" 70 16.0"16.0" 8.0' 11.5'16.0"16,0" 9.5" 5,5" 8.5" 14.0'16.5" 9.0" 5.0° 8.0" 13.0" 0 -100-16:0" 9.0'_-5,0"-8.07.33.0"16.0"_9.0"_5.0" 8.0" 13.0"16,5" 9.0" S.O' 0.0" 13.0" J PaA 111)111 f//1 FPE00/6549 N00000,P:E} ANCHOR SCHEDULE: CONCRETE (CONT.) B' ,,,, -- ' ` `". 2-3/16"MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE ��'1,)CENSE�- :On f^ rj Soars U 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" -• V_D 'G fjl LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ No PE0046549 :fl _ ANCHOR (ps0 CL 1 CS C3 I CA C5 Cl I C2 C3 04 C5 Cl I C2 C3 C4 C5 Cl I C2 I C3 Cl C5 Cl C2 I C3 C4 CS Cl I C2 I C3 104 CS *i- * _ 5/16"ITW TAPCON XL WITH _43_16V 16.0'_16.0"16.0"1 "1 6.0"16.0"16.0"12_0"16.06.0"16.0"11.0" 7.0" 12.0"16.0"16.0" 6.0'16.0"16.0"16.0"1 16.0"1. 22112.5..16.V 0"16.0"16.0":11.5' 7.S' 12. 16.0" 7- = ori 1-3/4"EMBED(2899ps1 MIN _53 16.0"16.0"14.0_'16_0"16.0"16.0"14.5" 9.0" 14.0"16.0"16.0" 8.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16_0"16.0"15.01.9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" :-7)''. ! •4 CONC) _62_16.0"16.0"11.5"16.0"16_0"16A"11.5" 75 12.0"16.0"16_5''B_0 60"iso 12.5"16.0"16.0"11.5"16.0"160"16.0"I1S'I 7.5" 12_0"16_0"16.0" 9.5" 6.0" 10.5"13.0" �0�'-,. STATE OF .,s[p��0 tq 5_ BoN� 70 160"15.5'15.5" 9.5' 15.0"16.O"16.0" 9.5" 6.0_10,5"13,5^16.0" 9.0" 6.0" 100 12.5"16.0"16.0"10.0"ISO 16.0:16.0'10.0" 6.5" 10.5"14;0"16.0" 9.5" 6.0" 10.5"13.0" (' •••.,CoruD • .N s 'QM j 8 -'J-_- ._ '0%16,, - . ."Illllllll 4 u. 500 16.0" 9.0'" 6.0" 10.0"-12.5'16.0" 9.0" 6.0" 10.0"12.5'16.0" 9.0" 6.0" 10.0"32.5"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5'13.0"16.0" 9.5" 6.0" 10.5"13.0" ��V' 5/16'ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0'12.0" 8.0" 13.5"16.0"16.0"116.0.16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0'113.0" 9.0" 15.0"16.0" 7/,r NAL 5 111' W j �`N= g E 1-3/4"EMBED(3500psl MIN _53 16.0"116.0"16.0"16.0"16,0"16.0"15.5"10.0'16.0"16.0"16.0" 9.5" 6.5" 11.S"13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0'16.0'•16.0"160"110.5" 7.5" 12.5_15.0' '1111111 - -Z cc, j UU` 8 CONC) 62_16.0'^•_16.0"12.5"16,0"16.0"16.0"12.0" 8.0" 14.0'16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"14.0"16.0"16.0"16.0'135" 9.0" 15.0"16.0"16.0"110.5' 7.5' 12.5"15.0" LJ a01 z irli 11 160"16.0"_10.5"16.0"16.0"1_6.0"10.0_' 7.0" 12.0'14.5"16.0" 5_.5"66^5" 15.5'13.5'16.0"116.0"11.5"16.0"16.0"16.0 11.0" 7.5" 130"16.0"16A"10.5 7.5" 12.5'15.0" OL 07 u 100 164" 9.5" 6.5" 11.5"13.5'16.0" 9S" 6.5" 11.5"13.5"16,0" 9.6" 6.5" 11.5'13.5"16.0110.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"16.0",SD.S' 7.5" 12.5°15.0" w1 if.L, �g�' 1/4"304 S5 POWERS TAPPER ___ _ 1-1/2'MIN EDGE DISTANCE __ 3"MIN EDGE DISTANCE 01U1 W/1-3/4"EMBED(3000psl Cl C2 C3 C4 CO Cl fa-1 C3 , 04-1-C.5 CL Cl CS Cl C2 Cl 1 C4 CS Cl CS C3 C4 CO Cl I C2 I C3 I Cl CS 9 101111 MIN CONC) _43 16.0"14.5_6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8^0" 12.0"16.0"14.5" 7.5" 4.5"18.0" 11.1" 1� Q 53 14.0" 8.5" 4.5" 6.5" 14.0" 9.0" 4.5" 0" 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 13.5"16.0'16.0" 9.5' 6.0" 9.5. 16.0"12.0" 6.0" 4.0"16.5J 0,5" / J t:11 1" 9 62 11.5"16.5" 3.5" 5S" 12.0" 7.0" 3.5" j 4.0" 6.0" 6.0" 3.0 ,//j 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0^14.5" 7.5"1 5.0" 8.0" 12.0"12.0" 6.0" _4.0" 6.5"_8.5" 1 "+ login. 70_9_5115.0_,3.0" 5.0" 10.0' 6,0" 3,0" /' 315" 4.5" 64" 3_0"/,4i 3.0" 4_0" 16.0"10.5" 6655' 10.0_16.0'12.5' 6.5" 4_0" 7_0" 9.0'_12.0" 6.0" 4.0" CV 6.5" 100 6.0"1 3.0"/:.3.O" 4.0" 6.0" 3.0" 3.5" 4.0" 6.0" 3.0"V, 3,0" 4.0" 12.0" 6.0" 4.0" 6.6" 8.5" 12.0" 6.0" 4.0" 6.5" 0.5" 12.0" 6.0" 4.0" 6.5" 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 4 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE __ __ Wtin Yn g _......-s_ .� Spans Up To 3' .. ns Up T... .- WYE 5 G �an5 UO To 6'-0" Up To B'-3" Spans Up Ta 12'-0" Spans Up To 6'-0" Spans Up To B'-3" Spans UD To 17-0" LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONNIVES CONNTYPE H-g c F. O PI x ANCHOR (Ps0 Cl C2 C3 C4 CS ClCI ClC2 C3 ClC4 CS ClC1 ClC2 C3 C4 C5 CI. C2 C3 C4 CS C1 Cl C3 Cl CS Cl C2 Cl C4 CO yQ- �^{ 1/4'ITW TAPCON WITH 43 8.5" 7.0" ///3.5" 8.5" 6.0" 3.5"/ / 6.0" 3.5' / ///' /,// 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" / /3,0" 4.0" 1-1/4"EMBED 53_ 7.0" 4.0"'//////// 7.0" 4.5"////.i f'%35/7 4.5"////%/////////�//////////f/i 9.5" 6.0" 3.5" 5.0" 9.5" 6.0',3.0"�///.3.5"_6.0" 4.0.:�//�/2 / _?1 i. 62 55" 3.0"'7 7 6.0"_35"%%,/�//,r/y// '/,s / .„.. /B D" 4.01////4.5" 0.0" 5 / 5',3.0" 4.0" 4.0"1//////�///// m"yg� " 70 4.5"/I,//%//,� 5.0' 3.0"r/// j,// / // 6.5 3.5" 7." 6.5" 4.0"'// r/3.0" 4.0"j/ // /// 9 O 1Do_%/.��/%/// �'/ffff/�7/� / / ���/�/4-0" Df //✓.e9ff. //14.0^,%7.17/ /A _0" %/ //�/G. • F� g�j 1/4'ELCO ULTRACON WITH- 43 13_0" 6,5",,,,6.5"13,0" 9_0_'1 V" 9.0" /,./1//////130"10_5" 4.5' 6.0" 13.0" 9_0" 5;0" 3.0/ .D" 5.0•'////////r _.'_ Vi.__S p 1-1/4"EMBED 53 10.5' 6.5.1 / 110.5". 6.5"(I/// "Kg",,,,/ �/,,10.5" 6.5" 3.5' 5.0" 10.5" 6.5" 3.5" /% 6.0" 4.0"'//%4 94 4 3.0" o g $ 62 BS"/ ///4 J//".9.0"'7 .4 / / //// 8.5" 4.5"% /4.0" 9.0" 5.0'% 17//7, /4.0" 4.0"/7/7 j/;3,0" o 70 7.0"%�///,W 7.5" ///����/i%/.0i%// ///�/////.: /////7,,,_//�//7.D" 3.5"// 3.0".„__L__.5" 4_S'/// /3_0'_q.0".1/ i7//i% /3.0" 1 E • 100 ' / If .., /, 1' ' / /,.2 / �' 4.0„2' Ay % 3.0" 4.0" Yf 3.0" 4.0"////,/,;,,,,/,3.0' 6 9 1/4'MILLENIUM HILLFAST 43 1255_'10.5' 5.0" 12.5" 9.0" 5.0" 9.0" 5.0''// 4.0" 13.5"11.5" 5,5" 7.5" 13.5"10.0" 5.5" 5.0" 10.0" 5.5" 4.5" Vi m ANCHOR W/1-1/4'EMBED S3 140" 60 ///4.0" 10.0' 6.5°// ,/ 6.0"-4.0"',/ ////// 114" 6.5' 4.0' 5.5" 11.0" 7.0"'/ 4.0' 7.D5 4.5" 4�/4/%/////%/Zi . \� �62 8.0" 4.5" ��// 8.5" 5.0"% -.Co" 4.0" / 9.0"B0" ///9.0"9.5'T�5.5"%////%/1/////,4.5" 4.5" / '1 g 70 6.5" %//////f/G 7.0'7 4-0"///%/////%%//%/t/// 4.0" „,:y „/"7.5" 4.0"/M 4.0" 8V 4.5' ////A?:///7/7/7/'///% 4.5' //7/7 ji. // D 100 4.0" "// % /%/4.0"/// " X4.0"'////// // T44.5"// %//'///.4.s• ' Y' '04.5"/ ' / , 8 1-1 4'MIN EDGE DISTANCE 2"MIN EDGE DISTANCE 3 1/4"ALL-POINTS SOLID-SET CI ClC3 ClCS CI 'ClC3 104 I CS Cl I Cl I Cl C4 CS Cl ' C2 C3 Cl C5 CI Cl C3 Cl C5 Cl Cl C3 C4 CS ANCHOR W/7/8•EMBED d v Ioimo, 1/420 5S MACHINE SCREW 93_35.0"13.0' 5.0" 6.0" 150"11_0',' 6.0" 3.0' CO" 11.0" 6.0' 3.0' / /5.0' 16.0"16.0"I 0.5"_10.0"16.0"16.0"10.5" 5,0"_7.0' 16.0"11.0"-13.016.57%/4 4.0" 6.5' a lill J1 62 10_0" 5.5'j/4.0" 10.5" 6.5" 3.0"//7 5 O" 5 /f/j 3_5" 16,0" 9.5"i 5.0"6_5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" //4 4_0" 6. ib •'•a0 70 5.5" 4.5' 35" 9.0' 5.5"I/ j �4.0" 5.0•�j/ 3.5" 14.5' 8.0;)4.0" 6.0" 15.5" 9.5' 4.5"/// 4.0" 7.0" 9.0" 4.5'///A 4.0" 6.5" a Y� _ YY _ _._� / 100 5.0"% /%/ % /i 3.5' 5.0" /%//3.5"_5.0'7/ %/ /3.5" 9.0" 4.5"14.0". 6.5" 9.0" 43"r/4.0''-'631'..9.0"J 4.5"' /,4.0" B.S' 5/16'ITYI TAPCON XL WITH 3'MIS EDGE DISTANCE - 9'M1N EDGE DISTANCE c ; ii . n I-3/4'EMBED CI Cl C3 Cl CS Cl C2 C3 C4 CS Cl C2 I C3 Cl I CS Cl C2 C3 Cl C5 CI Cl I C3 C4 I CS Cl I C2 C3 I C4 CS a 43 V / 4/ // / 4%///// % /'/ /_ 16.0"164" 9.0' 12.0"164"14.0" 7,5..5 0 8.5" 14,0" 8.0"'4.0" 3.0" 5.5" 6,5" • 1 53 �/%////A ir4/%I.�/' //4 / % // / 7/ / 15.5" 9.5" 6.0' 9.5" 15.5"10.0" 5.0"%//%.6.5" 10.0" 6.5"%444///7/4/4.5" 4.5" 16 ,6 62 //4'/ rj/ �j///// //� //13.0"_7.0" 4.5" 8.0" 13.0" 8.0" 4.0"% 1411t•1F1a41111 /4.5" 45" al A • -j/1' �//©�j�/�////�✓///,/4i:j%/////105"1 5.5" 4.0' 7.0" 1,5" 6.5'7 j ya- j j d gall 6 �' 70- % ' A' /�/ ///% 4444 /. / x' X' 331 / /4.5" .T. y,_ YE� 500 U//4/////4'�///�%///il/ j//4� ///�/////✓////,////////�/////%��//4 6.5" 3.0" 4444 4.5" 4.S' 6.S'///////�/////.l��iy//4�///4 9.5" 4.5". i 6Y�1 E � 1-9/16'MIN EDGE_DISTANCE _ 3-1 8"MIN EDGE DISTANCE _ y '1 Pi.fe 5/16"ELCO ULTRACON WITH Cl ���,tw7�� C3 C4 C5 CIT C2' C3 C4 I CS Cl C2 rC3 Cl Cl C2 C3 I C4 CS mPmmRRWI(LSB7W90PE 1.1/4'EMBED 43 12.0"10.0" %,'3 ' %/////' //'/r 8.5"/ %/ /,//" 16.0"16.0" 8.5" 11.0"��5.0" 8.5'! �8,5"v/4" /7.0" / / 15-2339 I _53_ 9.5" �/'/ /// 9S" 6.0"%///�'//////%//6.0"' //////////' /% 16.0"los^ 6.6" 8.5' 16.0"11.0^ %%4444 • ' 10.5" zo"%///� 4444// 62 9.0"/ •%//�•8.0"'///p/�/�///4407.%�///////�/////��//�/////.%///14.0" 7,5"%%/4 7.0" 14.5'8.5"%//j///// ." �"%/////,',//,�- Gauer 1- n- 70 6.5 %/j, ,7.0.x/// /.,' j/j/ '" 11.5" 6.0"%///l 6.0" 12.0" i 11'///////�!%//�/////////I 7.0"//O///i,2%/,� / papa scALI, alwno5q 100 //////1/////%///f% // �% /,///,'" //�%7.0"//"//// , //, /// /// //44'/44/%/////4 - - 94 P. ANCHOR NOTES:SEE SHEET rill O - - I -- 9 FOR ANCHOR NOTES. • ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ,n11I111f ' ��"'AR°°'P1 _ 2'MIN EDGE DISTANCE `�� x[,,1.5 13 - Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" • `�N LIC'5,ki••V •,1/1 r 6 LOAD CONN TYPE CONN TYPE CONN TYPE - 4: "' =Gj ANCHOR (ps0 Cl Cl I C3 I C4 CS C1 C2 C3 C4 CS CI Cl C3 C4 CS _* No PE004654e %• $12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5"1 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5"%/// 4.0" 7.0' ARMOR INSERT W/1-1/4' S3 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" _3.5" 5.0" =b * - §°_,1 EMBED N ---7-6:)1.5., 6 14.0" 7.5' "CO.-4A"-6.0't 14.5" 9.0" 4.i'- 4.0" 7.0"_7.0''-5.S' 3.5" 5.0" +� -141' p = 70_1L5" 6.0" 3.5" 5.5" 12.5' 7.5' 3.5"j� 3.5" 5 7.0" 7.5" 3.5" 5.0 -0'(,•'•. STATEOF ei PI L 100 7.0" 3.5`1, ,.3.5 SO" 7.D" 3.5"/ ,,3.5" 5.0" 7.0" 3.5"' ,35' 5.0" �iq�,.'•'c/ORIDA,.••• ;„.1 8 Q --- -- - - ANCHOR SCHEDULE: WOOD (G=0.55) ,...wn Et" w ov=R��1pp6llll 3/4'MIN EDGE DISTANCE 77111 1111111-Z f1" ?p;9 Spans Up To 6'•0" Spans Up To B'-3" Spans Up To 1R0" (D`, gain• o 1,9 m % LOAD CONN TYPE CONN TYPE CONN TYPE Z N 9 �� i ANCHOR (Ps0 Cl C2 I C3 C4 C5 Cl Cl Cl Cl CS Cl i Cl C3 I Cl C5 W ,.1 q.¢ 1/4°LAG SCREW WITH 1-3/4' 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0°14.5" 4.5" 6.0" 16.0" 3 g+a'3a MIN THREAD PENETRATION1166..00.", 4 d 53 16.0" 6.5" 10.0"16.0 16.0'16.0" 6.0" 7. 16.0"16.0'11.5" 4,0" 5.0" 16.0' {N W�=a 67 16.0" 7.0" 8.5" 16.0"160"14.5" S:D" 16.0_'16.0'11.5" 4.0"5"6' i66.0_' 1O W m i'OX02X1' 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.1" 16.0"16.0'11.5" 4.0"5.0"16.0" D O .1111 _ __. - _ __.1 11 /al 100 16.0" 1.5'I 4.0 5.0" 16.0"16.0"11.5" 4.0" 5.0 16.0"16.0'11.5" 4.0" 5.0" 16.0" of 7/16'WOOD BUSHING WITH 43 16.0"16_0" 8.0" 10.0"16.0"15.5" B.5" 4_5" 7;0" 15.5" 8.5" 4. 74V4 4,5" 7.01 �y O n 1.13'MIN EMBED 11/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" /�j,4.0" 5.0" u` 17 55 MACHINE SCREW 62 14.0" 8.0_4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5' 7.0" 7.0" /%/%4.0" 5.0" pg �I..annn 70 12.0" 6.0' 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5"/j/�4.0" 5.0" ��'11 100 7.0" 3.5". 4.0" 5.0" 7.0" 3.5" /4.0" 5.0"" 7.0" 3.S''//�/4.0" 5. ' t• #14 SMS OR#14 WOOD 43 16.0"16.0"12_5'14.5'16.0_16_0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" .�Y i SCREW WITH 1-3/4'MIN 53 16.0_16.0" 9.0" 11.5'16.0"16.0"15.0" 6.0" 8_0" 16.0"16.0" 9.5" 4.0" 5,5" 13.0" THREAD PENETRATION 62 16.0"16.0" 7.5" 93' 16.0"16.0"11.5" 5.0" 7.0" 16 0"16.0"9.5 45"5.5"13.00"" =;q1 R ( papl�pp. 70 16.0"15.0" 6.5" 8.5" 16.0'16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0"®13.0" 100 16.0" 9.5' 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16,0" 9.5" 4.0" y15.5" 13.0" ,el,8 pi ON: a 1 ANCHOR SCHEDULE: WOOD (G=0.42) z41/ 1111, _ 3/4'MIN EDGE DISTANCE x a G Spans Up To 6'-O" Spans Up To B'-7" Spans Up To 12'-0" 1• G, WAD CONN TYPE CONN TYPE CONN TYPE I�5�1 0 6 ANCHOR IP11) Cl I C2 I Cl Cl' I CS CI I C2 Cl I C4 CS Cl 1 C2 Cl C4 1 C5 ' O E B 1/4'LAG SCREW WITH 1-3/4'_43 16.0"16.0 9.0" 10.0"J 16.0.16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 35.0" • $E kBk MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0"116.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 111.0" G c 62 16_0"16.0" 5.5" 6.5" 16.0"16.0" 9.5"13.5'_5.0" 15.0"15.0" 7.5" 3.0" 4_0"111.0" o 70 16_0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" .4 Q 'i----11.0--1"-- � IDD 15.0" 7.5' 3.0" 4.0" 11.0'15_0" 7.9".3.0" 4.0" 11.0"15.0' 7.5" 3.0" 4.0" 11.0" E45044.4 g O S14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0 16.0"12.5""5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0"10.5' R"q CI SCREW WITH 1-3/4"MW 53 16.0"16.0" 6.5" 8.0" 16.0 16.0" 8.5" 4.0" 5.5" L6.0"10.5" 5.5' 2.5" 4.0" 7.5" g THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0 13.0" 6.5" 3.5" 5.0" 10.5'10.5° 5.5" 2.5" 4.0" 7.5" r` o1aa000011a, 70 16_0" 9.5" 415" 6.0" 16;0'11.0" 5.5" 3.0" 4.0" 8.0" 10_5' 5.5_ 2.5" 4.0" 7.5" 100 10.5' S.S 0 1 2,5" 4," 7.5' 10.5"5.5' 2.5' 4.0" 7.5' 10.51 9.5" 2.5" 4.0" 7.5" Win 111 a ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK "1 Wagggg 1; 4"MIN EDGE DISTANCE -r-` r`�¢? S IOAb 5pan9 U.p To 6_-0" Spens U14_322.11_,3" Spans Up To 12'-0 E , 2 g 2. [[ rn (Pan D CONN TYPE CONNTYPE CONN TYPE st 1 a = ANCHOR Cl Cl C3 C4 CS C1 I C2 C3 C4 I CS Cl Cl C3 C4 CS g i 5/16"ITN TAPCON XL W/ 43 16.0" •. . 9.0" 14.0"16.0" 9 2-1/4'MIN.EMBED 53 16.0"16.0"16.0_16.0" 16.0" ' •' 16.0"16.0"12.0" 7.5" 12.0"16.0" F3' (�. p1 gq� 62 16.0"16.0'14.0 16.0" 15.0" ' 16.0_'16.0"12.0_7.5" 12.0"16_0" @ 'y 70 16.0"16.0"11.5"16.0" 12.5" 16.0"16.12.0" 7.5" 12.0.416.0" 100 1600 12.0" 7.512.0_116.0" liNg rk' pY 5/16"ELCO ULTRACON W/ 4311.0" 5.5",' 6.5"19 0 k"' g `��8 (jS2-1/4'MIN.EMBED 53 6. • ' '' . . . ® /�,® 9.0" //// // 6.5" GW61W815 LBEWECXPE 62 16.0"10.0".6.0" m7.416.0..11.0"Fcyl %/// 6.5' .. 9.0"% 41/////% 6.5" 15-2339 5 6 7o--15.0" p.0'r5.6"TB. 15.15.5' .5"%/////,/r 5.5" ' 9.0"WAY / A/,6_5" eufel (- O�, 100 9.0"��: ,5.5" 6.5" 90_ '5.5" 9.0"j// 4 6.5" PAGE DIESC PTIONI W V 2"MW EDGE DISTANCE_ _ Cl I C2 C3 C4 CS ' Cl C2 C3 G CS Cl C2 C3 CA _co, ETU/ALL SMS W/2'ETALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5' 3.5" S.5" 13.5' la�.� ARMOR INSERT W/2"EM010_53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5' 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0" 5.5'1_7.5. 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 8-E-- 7 I' -�73 70 16_0"10.5" 5.0" 6:5" 16.0':12.5" 6.5" 3A"I4.5" 8_0" 11.5" 6.0" 3A" 4_5" 8.5" r 9 FOR ANCHOR NOTES. -100-11.5"--6.0"--3.0'=4.5'--•_.8.5'_11.5" 6.0"_ 3.0�4.5" 0.5" 11.5"-Lou 3.0" A.5" 8.5' 1