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Property Information Building Information Owner: James&Karen Sullivan z' Wind Zone: 150 MPH. Address: 14231 Aguila Exposure Category: C Ft Pierce,Fl 34951 l Minimum Building Dimension: 25 ft. Ii Mean Roof Height: 15 ft. 1 Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) I. Int 37 64 7 33:5 -36.4 - ---.... ... -- -- . ._ -... - ._........_ ._......._.... _................... ._........---. --.............. -_.. . ..._..... 2 Int 36 80 7 33.1 -36.0 ... ._._ . _._ ........._ ._. 3 End 74 64 7 31.9 -41.0 ... _.. ........... ...... ...... .._........... ........ . .__... 4 Int 53 57 7 33..0 -35.9 _ --.... ._._. _.. --- . . _._.__.. ........... - .._.._. __._.... . . . __..__ ........... __. ......... .:.. - 5 Int 26 39 7 34.6 -37.6 -- _.. .......... 6 Int 26 51 7 34.6 -37.6 . . .._... _ - ..._ ...-_. ..._............. .. .......-........ . ....... _ ............_._....._. .....-_.. ........ ... ...--- ............._ 7 Int 26 - - 51 7 34.6 -37.6 __.._.. _____.___ _-___._ _ ....... ._._ .............__.__-._ ..._ __ -_ .._. ..........._.-_. ._--.. .._ _ ............._ ......__....__ 8 End 111 -- 57 _ _ ._. 7 31.3 -39.7 .. _ .. ........ ......._._. ..........._ __ ........ - ...:.. . ...._ ...._._.:. .............. ......_..... --- . ...... . 9 Int 54 38 7 33.8 736.8 Prepared in accordance with.ASCE 7-10,Chapter 30.Wind Loads—Components and Cladding.Florida Building Code 2010 ed. Page 1 of i Florida Building Code Online -.Page 1 of -- - .h'�.:..,::,. ._......_w,,..._ �.....�..c..._.. -..,..v_..<,r -v�.�,������,.,., �,..,...�._...� f ..mss. -. ?•••..>.,.,�.«,w..,:�. w,..,.,...,r,. _tf....,�.in�` Nd? `BCIS Home _Lo - .„�, _ TM-it,,:,. 9 In� =User RegistrationHot Topics Submit Surcharge '; S[ats'&-Facts e Publications FBC Staff ;BCIS Site Map ;Links ; Search QSS?0« it Product Approval xw ,y IISER:Public User NO c_>v c_t > c.., r.riRu Lis_>•Application Detail FL# FL13757-R5 _._ Application Type Revision Code Version 2014 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@engexp.eom Technical Representative Thomas B.'Johnston Address/Phone/Email 400 west•McNab Rd. Ft. Lauderdale,FL.33309 (954) 970-9999 tomj@tc-alurn.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> ` s:Evaluation Report- Hardcopy Received -Florida Engineer,orArchitect.Name.Who Frank L. Bennardo;'P.E.. - developed;the Evaluation Report Florida License PE7.00.46549 Quality AssuranceEntity' National Accreditation,&Management Institute ri Qualify Assurance:Contract'fxpiration Date 12/31/2016.' ' Validated By: ORLANDO.L. BLANCO, P E.. ”. _ "1 Validation Checklist. Hard copy Received =Certificate:of Independence , 9_-13757 R9 CO? Inden 2. df' Fi_ ',757 R7 C 3; Irde 3 I ofi..'. _FL. CQr Indil�d`3757- RS _ :Referenced Standard and.Year(of Standard) S - tandard Year- ASTWE1886 2006 ASTM E1996= 2005 ASTM'E330 2002 http:/7www.floridaliuilding:org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgvgk7.y-HMuovbm.... 7/2/20:1 S Florida Building Code Online Page 2'of 3 ' TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of.Product Standards- Certified By Florida.Licensed Professional Engineer or Architect " PI-13"757 ti"i E ,.il ui EI' Sections from the Code Product Approval Method Method 1 Option D Date.Submitted 04/21/2015 ' Date Validated 04/29/2015 Date'Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 _.—..-------..._......................_..----............-------....................._............._._.._..-'--...._......---'---.................. .Summary of Products FL# Model,.Number or Name Description 13757.1" 116.8 Accordion Shutter IlLarge Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for in.HVHZ:Yes L._.`??_,"r P..; L':. '-ire.::r't Approved for use outside.HVHZ:Yes Verified By: Frank L. Bernardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See"installation drawings for allowable 1..:;7;>7 r:5 AE'- C. span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6:8:"streamline"Shutter IlLarge Missile Impact Resistant.Accordion Shutter System Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL!-'7c;7 R5 II Dwo 2.Ddf Approved for use.outside HVHZ:Yes Verified By: Frank L. Bennardo,"P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings°for allowable FLQ r-`:7R5 A Eval span/pressure combinations and additional limitations of Created by Independent Third-Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level "E"-for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved,for.use•in HVHZ: No FL1375'7 ?S II D,vo 3:0 1± Approved for'use-outside:HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third,Party: Yes ,Design"P.ressure: +110/-128 Evaluation Reports Other:See product drawing for,additional information, FL13757 RS AE Eval 3.Ddf anchorage;etc. Createdby Independent Third Party: Yes Contact Us::'.1940'North'.Monroe':Streeti Tallahassee FL,32399 Phone:850-487-1824 .. The State of Florida is an AA/EEO employer.,Copyright 2007 2013 State of Florida.::-Privacy Statement:r 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 mall 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 emalls provided may be used for communication with thelicensee.However email addresses are public - record.If you do not wish to supply.a pr personal address,please provide the Department with an.emaihaddress.which can be madeavailable to the public. To determine if you are-a.licensee under nChapter 455;F.S.,please dick here. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dil.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 7/2/2015 •Florida Building Code Online Page 3.of 3 a http://www.fl,oridabuilding.org/pr/pr_app 'dtl.aspx?pa.ram=wGEVXQwtDqvgk7ylB4uovbm... 7/2/2015 6.8 STREAMLINE SHUTTER oopFNN GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ No.465 1. THIS SYSTEM HAS BEEN TESTED ANp EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND.OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(tBC1 AND INTERNATIONAL RESiDEN7IAL CODE(IRC).THIS SYSTEM UNLRgITED WIDTH = o'•, A (�N :�Q MEETS MISSILE LEVEL."D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996.09. '• SEE PRODUCT EVALUATION REPORT FOR MORE,INFORMATION SECTION r�(' Al 2. .' POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE r -- �y F :''s DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE TOP TRA&I 1� REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE q t \ d FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES.LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ' ' > Ju 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E188 E1996/030, 4 t7 d 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV,DED BY A 1.5 Z s m w 1 SAFETY FACTOR. N 5. .THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRE(?FOR ALL WIND P vlE�v UZ N 3 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. o 8 3 Y 6: NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z y 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 g DOCUMENTS IN ACCORDANCE WITH.THE GOVERNING CODE AND.GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. x 7d B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m N SITE. � b 9. ' 'THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME n m 2 aPRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER U � N 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE, W. (} THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED B � Y THE CONTRACTOR PROVIDED THE L H V CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ~� VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMg�� THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DpcuMENTs. HURFt1CANE:PROTECTIQN ©HACNM w �< 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. OFFICIAL MAY RE(�%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIU�NED,DATED AND. j e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION,AS A CONDITION TO THE BUILDING OFFICIAL-GRAWING HIS/HER APPROVAL, LOCKING MECHANISM,SEE 13. EACH SH6*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN vlEws o 5 g INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE,FIL . 1 SHUTTER ELEVATION MISSILE LEVEL.D-ASTM E1886N.T.S . EXTERIOR ELEV .!E1996&E330 � o Y TAS 201,202&21{3 1 '-��.• FLORIDA BUILDING CODE APPROVED TABLE 2: a 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 R 15, A L BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N,POP RIVETS SHALL BE 1/4"0 OR 3116"0 5052 ALUM.ALLOY, NON-HVHZ ESSENTIAL =a 16. ALL SHUTTERS S14ALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES BOX LOCK AT CENTER OR SIDE CLOSURE. 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN:RADIUS OF 10". SPAN >30'ABOVE 5 30'ABOVE >30'ABOVE 20, ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. G ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE ld si ! 22, SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF.SLACK. 72" 2-114" i-5t8" 2.318" 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. - e 99" 3-112" . . 1-719 #:4�4�114V= 3-51 � I TABLE 19 120 4•Us° zTABLE 1 NOTES% 1.' DESIGN PRESSURES SHOWN IN"ACCORDION144" 4.7/8° 2 . q�q U ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: tl •� ¢ b SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. Vr=tRk%L0 AFXpg AT EACH RESPECTIVE SHUTTER SPAN. 2. NMIiVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DARE COUNTY AND BROWARU COUNTY POSITIVE----- NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FLUATD7� 15-2339 SHUTTER DESIGN DESIGNIV SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND scAie- - SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PAGE oescwPrlon% _ DESIGN PRESSURES FOIL THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PL SF},. LF-1 SPAN SHALL 81E USED. 4. INSTALLATIONS IN WIND ZONES 1.THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1.5/8"WHEN>30' 72" 100 100 ABOVE GRADE. „ THOSE 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 129, 53. 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14 1qq" 43 40 E1996.09. a EEpp��yyyjy��� gg��ryryNARDD .£., PROJECTION VARIES 2.874" 4.874'MAX. 0.1}5 -' \ ...•! ( 'Y .� e , 0.662" 0.450" N 0.080 S $0 0 125" :. 1.830" 0.062" X709 .. 0100 N. . . -1' _I- .'0.080".. 0.06_3'; ,. .. 1.950" `�\\\ E001�fiE4f ry'•!%���P.F. T� 0.125" 0.610" STAINLESS STEEL 280`1 f NYLON WASHER OR Y9 ASSEMBLY. 4 0" ALUMINUM ? 0.320"6 HOLE o O i0.Q50" 0.357" 1T ' ! o q TT jF ' u�i N 10 x 2.-3/4"410 HT S.S. 0,276" � p• '• o 0.880, ri 0.05 WHEEL ,�0 0.120"o INSERTS SCREW W/TC ULTRACOTE 0.591" 1.100° 0.240" INTO COATING 1 ' TRACK (TYP TOP&BOTTOM) N 0.062"-��- 1 a •,•• A {qrQFil NYLON BUSHING W/WASHER: �i�'` ;iE 14ar 5'MAX. - ! TYP,AT EVERY OTHER Imo-110.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP L , I �i •, 1_1 r i -0 INSIDE JOINT ATTOP. 0'870" 7/16"0 x 1"@l INTERIOR JOINT BOTTOM 0.154"- 0.137" 1 g .ANGLE.... _ _ -_ CYLINDER-SOLID BRASSY NICKEL PLATED EITHER CAN BE USED ON EXTERIOR P2 ROLLER.ASSEMBLY HOUSING-ZINc biCAST,POWDER COATED >U S� W SCALE!HALF SIZE O P4 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (' a Z " SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE 44X L m w OR KEY/THUMB TURN OPERATED INSIDE, W W Q ui 3 f }o.zso" O BRASS'PUSM`LOCK iWl J 23 . _ SCALE:HALF SIZELu .. -. 1.978" mm.. .000" 0.236` . 211.6.2 0.500" 742" 0.623" 1.710" 0.267" ¢ 0.7901 0:090" 0.319" m 0.531" 0:531" r4 0.064" m � 2.zso^ F B.a9 �- 0.28 " o -r.. pp o LG' -0.607" m N m R d 0.250'' 0.607" 00.1 I I I r b . .. •. -7 t'0.224" 0.239" [n N M •. - 0,060" 0.496" -IL ✓+n W m n a - 4 '@ RAINGUARD 28 DEC ORATIVE,f.000RJRACK -1 �� �• -� 'm�'O�m 6 3.476" 3 O SCALE:HALF SIZE O-SCALE:HALF SIZE 0.160"1• 0.222"-1 I- IO.240" k Z 1.001 '0.062" 0.062" I-0.062' 0,176" . 30 UNIMATE LOCK . 31 MALE BOX CENTER 32 FEMALE BOX CENTER U a SCALE,HALF SIZE 6 - O SCALE:HALF SIZE SCALE:HALF SIZE (� 8 - \JJ\ 3 ' -11-0.062" � o g - 5,500"x 13/16".WIDEF-40.400" �'-"\ ' 167" 7/16"0 STAINLESS b1 .4 � STEEL NUT 7 T nCD p _ 30 - 0.125" I I - n L -1 Y0.15 � / n��- 0 " 0.438" 5 , 16-10x1 MACHINE SCREW ^r •ioa 8TYP. .5/16"0 INTERNAL STAINLESS STEEL P 0.121" )---(0:689" POWDER COATED,ZINC DIE-CAST THREAD R N "u5 SECTION A HEAD STYLE VARIES 1.oso^� �lEl�'A�ODEL 2022 - 36 T-LOCK- ADAP.'TER 37 -SCREW INSERT 38 THUMB SCREW ND STRAA`L SYSTEMS o• 'mo eA . 35 OPTIONAL SCALE:FULL SIZE SCALE:FULL SIZE n OOO �$ BOX LOCK. SCALE:HALF SIZE nn,• 0 0.254" 404 40b 40c m SCALE:HALF SIZE ~ 9 END STRIP 1" f 2;000" 2"2" & 3" EXT e '-1.625" }--1.500^--� -1x0.125" 'TI�' 0,125"JSCALE: HALF SIZE E 4 ' - 0.000125" 0.093" I 666b I . .� FOO�8,5 o 0 0.125" 0.250" rj ry " M, 0.093" [tPlAUIOFP/J[tLEFh1WI00PF. 15-2339 1. .. 7,006- 2X7 ,000 PAGE DESCRIPTION: 1 ALT.1'.END-•STRIP. 1.5"x3"x0,093" ANGLE - 39 2X7 ANGLE.... 20 - 21 25 2"x3"x0.125" ANGLE SCAL'Er HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE O SCALE.HALF 512E ANY ANCI.HOR PER ANCHOR EDGE DIST. \ Sol CHEDULE @ 18"O C GLAZING DIST. ,. 1, SEE END STRIP •• / � N.. SCHEDULE WHEN USLE FO R M _ A .ANGLE EMBED SPAN I EMBED. 17 -.a (INTERIOR) .LEG D RECITON II II - € ,403,,406 OR c, 17 d 20 1/4" OR 6.B TART ' - MIN 0.062"THICK6063-T6 ALUM. MA -7— - x, WITH 21 OR 25 Tq E.G -_ 1 - - 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. - 21 2617 (ANGLE LEG MAY BE REVERSED) //• O \, OIST. " FASTEN ANGLE TO TRACK _ B, ANY ANCHOR PER ANCHOR 2))AlOXI"SCREWS AT &NER,TOP&BOTTOM'AND ``- 13 13 3C 13 S12 xC1/2"GA VANIZED OR/ Z +t+m w 6 13 332 z 1/2"GALVANIZED o O 5.5.SMS, S.S.SMS,3/16"0 ALUM.POP "6.00' TYPd 3/16"tl ALUM.POP RIVET,OR 1/4-20 - RIVET OR I/4-20 MACHINE W`�E w' 3 m ." USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NOT @ 18"O.C. - ALTERNATE END STRIP DETAIL BOLT�Nur 4 18"O.C: 3�"-� O (EXT-ER10R) ,5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In at Y INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0-' ANY TRACK W/ w , TYPICAL PLAN.VIEW FROM BO M OF SHUTTER:RECEIVING END STRIP SCHEDULE SCREW BOSSES. g HOLE SHALL BE 3/8"MAX WIDTH;UP TO - SCALE,3"d V•O - PSF SPAN - a 1"HEIGHT. 1-010(2.71 62. 08" .:.m .. 72 90„ .. o USE(1)BRASS PUSH LOCK " - - ® 82 0. OR(1)5/16=18.THUMB SCREW 1 0 THREADED LOCKING DETAILS FOR 2"BIO 37 62 95" INSERT 1371 AT 1/3 SPAN CENTER MATES - (' - SEE END STRIP TO 2/3 AN FROM• 72 8B' SCHEDULE FOR MAX. __ BOTTOM OF SHUTTER. 30 '' O OM ' � SHOWN ON RAND ® 2 3' d RECEIVING HO E SHALL BE 13 " - qq 1, DETAILS 3"B!0 4 7'� 62 86" SPAN WHEN USING '4 3/8"MAX WIDTH.UP T❑ 2 79' 20,403,qOb OR 40c, C . 1"HEIGHT, 3U ... 82 74" - r 1/4' OR 6,B STARTER r Nn" m . ALT.1"O70 62 0' o _ MAX. WITH 21 OR 25. �.S e p rMn - _ 72 70 112 �(`r \ 40 40 USE APPROPRIATE .._.. - 5 `� STARTER STRIP TO CCX 3 1.5X3" 45 93 _ 40 20CLOSURE, �- £ . 13 X0.093^ 57 83; FORVIDE E w BUILDING CONDITIONS. (IN51DE), : x i' 76' FASTEN STARTER STRIP a c S 73 3"- TO TRACK W/(2)#10x1" 2'x3" 4 9" SCREWS AT CORNER.TOP' ' {g I` II�11II X6.125^ z 129' ALTERNATE END.STRIP DETAIL &BOTTOM, O aS -o N,. 23'0 120" SCALEI 3"=V'O" ANY TRACK W/SCREW 13 9— 1 64 116"_ - BOSSES. �,0.+� 73. 09" SILL "'� - TOR GREATE0.5PA11500.LOADS THAN SHOWNIII END STRIP SCHEDULE,END 1- STRIPS REQUIREA I^XI-.09D'CLIP ANGLE EXISTING GLASS $ �� IID SPAN USING ANY ANCHOR ON THE Iqi O Z 13 AN[HDR SCIIEDULE h 8103/4-TEK SCR EW OR I/j-20 DOLT TO END STRIP. ' ( _ US tt1 BRASS PUSH LOCK 3U yw USE((11 BRASS PUSH LOCK S� E 3A OR. �/16-18 THUMB 'E Fm --.OR(11 5/16-18 THUMB (INSIDE) .� SCR I 0 T REARED 30 13 da SCREW I O THREADED Eye H T. rr INSERT 7 A7 1/3 SPAN' - zp�r¢ INSERT 37 A 1/3 SPAN SILL u-U - 'TO 2/3 S N FROM.` G W TO,2/3 AN FROM g RECENI�G HOLEU SHALL.BE, (OU oE) a BOTTOM OF SHUTTER e � - 3/B'!MAX WIDTH,UP T23 � �.. 1'•HEIGHT.,.. . _ TSI g CC1 TYPICAL OUTSIDE.CORNER .CLOSURE ' — 5 O DETAILS. WO CORNER POST' NTS - 13 .. 30 COM I.GI RAIL(L8O8UAWPE _ 13 SILL 31 215 ,13 23 (OUTSIDE) 15-2339 -- USE(1)BOX LOCK AT 1/3 SCALEI SPAN,TO 2/3 SPAN FROM PAGE OISCRIPTIONI H BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F9 MULTIPLE SHUTTER ASSEMBLY X99 y CC2 DETAILS.WO/CORNER POSTr. _ - SCALE,3"=V-0" NTS �Q�w :. o. .. a C1 CONNECTION TYPE - \``�1 PV N P.E.p� REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE 1\(X _ SPACING -' T ,•(J�`4 1�. /D•, Jr', 1 C1 CONNECTION TYPE 1/4-zJ0 MACHINE BOLT 414SMS @@ 6"0 C.C.OR '!k REFERENCE ANCHOR 1/2" SCHEDULE FOR MAX. SPACING 1/2" (TYP.TOP&BOTTOM) TA z q' 2 FASTENERS. - - ALUM: TUBE - �• ` •• pp�{ 6083=T6 ALLOY. y` - �i�i<` �47V 4. EACH ANGLE SEE TAB A FOR SI E. I i ooR 660R/ Z W i���//' � �Qb .- .. `hiJ!- J UA` 1"x 2`'x1/8" .. J _ (� OR 2"x 2"x 1/B" - - I. �� ALTERNATE THRU BOLT - _ 1�=m d r. C1 CONNECTION TYPE o Z� w w ALUM.ANGLE 0 _ REFERENCE ANCHOR MK GLASS 0,O:W Q u `o (� SCHEDULE FOR MAX. SEPARATION 19 WS L=2 z c THREE 3/16"0 ALUM. 0 13 I I SPACING PER TABLE 2 ~Q N W 7'"X,41 POP RIVETS OR - I GLASS = a J �I,IL W "n 5S 3 Szb THREE 412 SMS,TYP: 0 17 _ I i A I OR DOOR—I(I( h N N¢ 3%16"0 ALUM.POP I '(I X ~ UI 5' m 17 RIVET OR 412 SMS �- �q��\ EFW 0W s TABLE A(m). (D 1e".ac.(TYP.1 v �� 7FRHq�� ((s��o• DR z C1 PRESSURE VS ALLOWABLE LENGTH YS10� S 2°x2'x1/8^ 3'x3"xl/B' MAY USE MALE OR ,� W o '^ PSF N06/0 No B/b 1 FEMALE LOCK-SLAT 62. 130' iee' \`13ALTERNATE THRU BOLT . I/I MAX.FROM PIN CS CONNECTION TYPE •" 72„ 124' v9' TYPICAL CORNER: CLOSURE DETAILS REFERENCE ANCHOR R CONNECTION TYPE X GUIDE TO BUSHING CC3 NTS SCHEDULE FOR MAX, REFERENCE ANCHOR 11 WASHER(TYP:) t)2 }gr 62, 119" 172" SCHEDULE FOR MAX. d 92 114" 165' SPACING -11 II 102 130' 160',' L _J 14x3/4"SMS @ 9"D.C. - F� 120 104" 147" _ I ANGLE TO TUBE CONNECTION ? M �' 150 TABLE BCC4 EXISTING HOST 2"�x 2"x 125" p`v.§ 131' t ) EMBED. 6069-T6 ALUM.TUBE 3 200 88' 114'. PRESSURE VS ALLOWABLE LENGTH STRUCTURE C_m. - 5 CONNECTION TYPE 2°x2"x1//8" 3'x3°x1`/8' ,EDGE DISTANCE, REFERENCE ANCHOR a PSF'. WITH WITH B/O SCHEDULE FOR MAX. I S SPACING .. 62.. 1131. 166" 7z . l0, 1sT FASTENER(a 1e"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION 0 3 (USE ANY ANCHOR SHOWN FF - 82 fol 147" IN ANCHOR SCHEDULE). SCALE,3"=1'-0" 6 9295. 139' 102_ 901 132• E 120 63 122 150 .74 109' w _ 200 � ".60 u 2"x2"x - F 5 3/16 RIVET OR 412 SMS .' .090"6063-T6 N MN.GLASS 13 N w O ' (�1B"O.C. OR 1/4-2 17 ALUM.TUBE TYP. m EPARA110N NUT'&BOLT(TYP I F PER TABLE lA O In W o 3/16"0 ALUM.POP a ALUM. TUBE RIVET OR.t#12,SMS � GLASS 2 X Ix< gg�� ALLOY (Al 10"O.C.(TYP.) . OR DOOR p LL I- 6063-T6 tr p .E SEE TAB B FOR SIZE. 2"x 5"x 1/8" v'A it u S 2 FASTENERS x CONTINUOUS �y ✓$ EACH ANGLE ALUMINUM ANGLE u 1"x 2"x.093"6063=T6 OPTIONAL ANGLE INSIDE pGG THREE 3/16"0 ALUM. 3 16 e� ALUM.ANGLE,TYP. ORIENTATION Ty P. .o POP RIVETS OR _ 17 17 w 17 ..THREE 412 SMS,TYP. w gg 1..x 2"x 1/8,; �' 9 2 gg a 5 -13 OR M z 2"x 1/B" G REFERENCE ANCHOR A �S SCHEDULE FOR MAX. VIM ,8 ° y ALUM.ANGLE USE MALE DR FEMALE SPACING 00PYWMF11NIKLBE?1W=PB. ,. LOCK-SLAT � EXISTING CONCRETE, E 13 13 BLOCK OR WOOD FRAMING . 15-2339 SCALBI - p (OUTSIDE) EE INSIDE SILL MOUNT SECTION AGE DESCRIPUGHI s 412 x 1/2"GALVANIZED SCALE.3"=1'-0" ,yc OR S.S.SMS,3/16"0 ALUM. 7 CC4 TYPICAL CORNER CLOSURE DETAILS PDP RIVET;OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE,3"=1'-0" " [A 1B"O.C. � • g TF,7gp P.E. C5 CONNECTION TYPEREFEENCE ANCHOR EXISTING 46 `�N Iy�4i SCHEDULE FOR MAX. STRUCTURE •• q9 r4 J 'SPACING GLASS I .,.` -ow.. ¢ GLASS ¢ C1 CONNECTION TYPE 1/4-20 MACHINE BOLT 5"MAX. OR ODOR Fw-uu>. ..OR DOOR mw REFERENCE ANCHOR - W/NUT @ 12"D.C.OR ' F-u m h- w w 7❑ - SCHEDULE FOR MAX. 19 014 SMS[a1 6"O.C. . �. NN (A GLASS Rmi.-xZxu (TYP.TOP 13 SPACING 1/2" &BOTTOMI T �n , 1/4"-20 TNRU BUT 4!/ GLASS X . m - EPARATION _a C - /2' LOCK NUT eD 12"O.C.OR EPARATI =F vi w FQ-• 014 R 3/16 0 ALUM.PDP PER Q W Q ' w F 12 x 1"" /2 SMS @ 12"AL O.C.E.S. PER L7 F RIVET 6"O.C. OR 1/4"9 TABLE 2 S o W ❑ - [�OR(]OR OR 3/16"0 ALUM.POP TABLE2 Z 7B(�. w w o OR RIVETS'(la 6 D.C.'E.S: w�'_. ALUM.POP RIVETS CM 12 O.C. 3 �.': x Q ¢ / UbI II .`cmxcE . R 1/4"0 ALUM.POP RIVETS / - 11 AND 3O Fw-w Q >U�W11 Lal 12"-O.C,E.S. - 1/4"MAX.FROM PIN MN.0.A55 w N-1 fp Q Q 19 `> 1/4".MAX FROM PIN ASSEMBLY' SEPARATION » l.J W Z u° O9 AND 10 / - GUIDE TO BUSHING 1/2"TYP..GUIDE TO RUSHING PER TABLE 2 13 F~-w x❑ '�m w° WASHER(TYP.) Inww Nps 5 ASSEMBLY WASHER ITYP.I w =x Z u .-:9 a 1/2`'TYP,:•, EXISTING CONCRETE, m 3 CONNECTION TYPE OR DOOR— ~ m< 3 w BLOCK OR WOOD FRAMING "x' X Z❑Z I- N Y, �m EDGE REFERENCE ANCHOR Q ¢Q w m / 4 CONNECTION.TYPE DIS SPACING SCHEDULE FOR MAX. E u o REFERENCE ANCHOR .D SGE SCHEDULE FOR MAX. SPACING AS SHOW 4 _ w LIC3 CONNECTION TYPE IN DIAGRAM ON PG.9. _ m N _ REFERENCE ANCHOR EXISTING CONCRETE, w o (5]OOR 6 6 R _ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING - v'3 1/4 MAX.FROM PIN . / SPACING,_ALL FASTENER - J LOCATION.FRONT AND Cl CONNECTION TYPE / GUIDE ro BU5 ING �111MAX.FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.) ' Y B SCHEDULE FOR MAX. 79 PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" ' SPACING ¢$8 5 CONNECTION TYPE A m BUSHING WASHER.,O INSIDE MOUNT SECTION REFERENCE ANCHOR ya ❑.ten '(TYP 1, SCALE:3"=1'-0" EXISTING CONCRETE, SPACING SCHEDULE FOR MAX. o� M BLOCK OR WOOD FRAMI EMBED. �g �/ CD BUILD OUT MOUNT SECTION O zm u a TYP;BOTTOM - EXISTING CONCRETE, SCALE i 3"=1'-0" -� �O u - _ BLOCK OR WOOD FRAMING S .' EXISTING _ g NOTE,XOR DETAILS A B.D;AND E ON THIS SHEET, EDGE IST a' $ THE BASE TRACK MAY BE INSTALLED 1N SECTIONS h CONNEC710N TYPE EMBED. STRUCTURE WITH 1/4"GAPS,PROVIDED.THAT EACH SECTION HAS d REFERENCE ANCHOR _ 5=CONNECTION TYPE A MINIMUM.OF,TWO SETS OF ANCHORS AND IS A m E SCHEDULE FOR MAX, REFERENCE ANCHOR MINIMUM OF 12"LONG,THE SILL OR CEILING TRACK w SPACING SCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVER THE GAPS BETWEEN SECTIONS: n.,RO 5 - Ix KOLE'GLASSW j ¢ . - OR DOOR GLASSMN I- � • ¢ t¢w-w 012 x 1/2"SMS Lal 12" EPARATI 13 z Z x m w 0 a ¢ D.C.OR 3/16"O ALUM. - PER IA Ips IA r,3 A C !w-w57 .. OP RIVETS(d 6"O.C. - TABLE2 OZ1Q- GLASS ORll 13 �_V,_� . : I-�NwW (L M Q ❑ DOOR— in GLA NFONm OR 1/4'`0 ALUM.POP Q D00 9 MN QASS 13 =Lx.,Zvm RIVETS "O.C" S uw PER TABLE ZOZII- --. z3 7 VI CI VI LI X w¢ 5! K SEPARATION - z_ Q Q o Q u PER TABLE 2. . <wm< 7 AND B - EJUN . 1/4-20 S.S.MACHINE Q O O 1/4"MAX.FROM PIN n d SCREW&NUT Lal - q� ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING Q ` q . 12"D.C. - w TYP. WASHER(TYP.) lw7 F: a GLASS ❑ N 1/4"MAX.FROM PIN OR DOOR 1/4".MAX:FROM.PIN m w ❑ yy Q GUIDE TO BUS ING 4 CONNEC710N TYPE 1/2" 4 GVIDE TO BUSHING Sx � r WASHER(TYP.1 REFERENCE ANCHOR Q WASHER(TYP.) a 5 6 EXISTING CONCRETE, EDISGE. SCHEDULE FOR MAX. _ COPtNgRFBNA(LBDOLNDOPF. BLOCK OR WOOD EXISTING CONCRETE; SPACING AS SHOWN 2;CONNE8T10N-TYPE iS=Z339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK.OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: " e "x.3"x 1/4"CONT. " 3 CONNECTION TYPE 012 x 1/2"SMS(l0 12'• SCHEDULE FOR MAX. _ SPACING PAGE DESCRIPTIONI . 063-T6 ALUM.ANGLE REFERENCE ANCHOR :D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, AY BE REVERSEb SCHEDULE FOR MAX. pOP RIVETS 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING O° BACK ANCHORS NOT REO'D - S� OR 1/4"8 ALUM,POP WITH THIS LOCATION RIVETS(al 12"O.C. O WALL.MOUNT SECTION O CEILING m.INSIDE MOUNT SECTION O WALL/BUILO':OUT SCALE,3" 1 0" SCALE+3"=1'-0" - � . . . SECTION SCALE.3 -.1'-0" O MN RATIO J 1 YPE71 NI 1J�"'/"'0""LASS GLASS SEPARATION Z OR DOOR PER TABLE 2 13 007 '. I / �0: I / w�N GLASS OR •••1.:• /�i7 Q Z DOOR O . =W Q GLASS OR 0, LI W M DOOR MR GLASS , X m N SEPARATION * i I. .E W MK GLASS 13 F J PER TABLE 2 '. .Q�••• :6�1p�pv m Z F PER TABLIE 2 w H ' t3�fk, •LL�z VI p w NIA F' y�1ft � " .�oZ 13 zou f(II11"LLL QW M n i%4"MAX.FROM PIN GUIDE U¢ Cl CONNECTION TYPE ¢ J¢m •�.� .c m$w'o \ 20 U p_ REFERENCE ANCHOR o z TO BUSHING-WASHER ITYP•1 ¢N - SCHEDULE FOR MAX. TWO 1/4"O WOOD .250" SPACING Q N W rL^ LAG SCREWS R 24'' -=-C4 CONNECTION TYPE 1' N w E 3 O.C.MAX.WITH 2" REFERENCE ANCHOR ,I S '250 O THREAD.E D.PENETftATION SCHEDULE FOR MAX. E T"INTO CENTER OF 2X STUDS SPACING u F 1B a END.,"T' 14 SMS @ MIDSPAN BETWEEN /L E IB STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE /w �1 PLYWOOD& TUBE CONNECTION STUCCO FINISH 1 x 4":x 125 6063 T6 ALUM.TUBE THIS.DETA IL.To BE USED WHEN STUD SPACING O SCALE, T.J' FLOOR-TRACK DETAIL Op WALL MOUNT SILL DETAIL w y EXCEEDS TNE:MAX.ALLOWABLE ANCHOR SPACING: SCALE 3 7-OC. SCALE 3"=1'-0" �8 OWALL MOUNT SECTION THIS DETAa MAY F,o I'c SCALE 3"=1'=0'• ALSO BE USED H 6 I m a ACCORDION SHUTTER JE 3 PER PRODUCT APPROVAL F o —GLASS E og MNGLASS OR DOOR = SEP ATION APPLICABLE AT TOP m Z. PER 4ABLE2 til/4",Ml EXISTING WOOD IG=0.421AND/OR BOTTOM L 0. - @ 24"MAX.OTRUSS OR FCER2".OR3" EXISTING FINISH MATERIAL1/2"MIN. X.FROM PIN GUIDE) 2"x S"x 1/B"6063-T62"x 3"x ye"x CONTINUOUS OR• -' - 2:175" TO BSHING WASHER fTYP. ALUM.ANGLE W/THREE le i A (1}n6�) I/4"TILE ITYP.) i/4"A WOOD LAG E 2"x 2'x yB'x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" II w 9$6E� 6061.76 ALUMINUI4 ANGLE. " MINIMUM THREADED 3/4"PLYWOOD pENETR,"T"IN WOOD z €@ 0.9"MIN.THICK 6061-T6 ALUM TRACK X % C@ 5 6 1/4"m A325 GRADE THRU BOLT(al 7"O.C. EACH RAFTER OF TRUSS, �' FASTENED TO ANGLE WITH 1 4-20 ''t @ 24"O.C.MAX.WHERE sl 6 ANGLE FASTENED TO / S yi OR 5/16"0 A325 GRADE THRU BOLT 12"O.C. EXISTING 3 KSI CONCRETE - MACHINE SCREWS At 3"PROM ENDS GAL V.OR S.S. ANGLE EXTENDS BEYOND 5 HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN g & yq"0 ELCO ULTRACONS AT 1/4"0 ELCO ULTRACON TO CONCRETE/CMU ix " EXISTING CONCRETE HOST S"0 C W/1-1/4"MIN B 6"; EXTEND ANGLE TO w IF 3"FROM ENDS AND 4.O.C. 2_1/2"MIN. STRUCTURE(3000 PSI MIN) ; OR 1/4"m LAG SCREW o9"O.C,W/1-7/B'. NEXT TRUSS. H w a FOR BALANCE WITH 11/i" - - w> MAX.DESIGN LOAD AT 5'•0"MAX SPAN: MIN.EMB. IN WOOD SG= .42,TO 0.55, F.N=o 3 MIN EMBEDMENT AND 2)'i" w i EXISTING CONCRETE, 'J 13 F Z Lii m �€e MIN EDGE DISTANCE, .f 62 P.S.F. HOLLOW BLOCK OR 6 STAGGERED WITH 3"MIN, IMAX..DESIGN LOAD AT 6'•0"MAX SPAN: WOOD FRAMING SEE LO 4 N Q O0PYR RrPMLN WmOPE SPACING,TYP. 2"x 5"x 1/0"CONT. X w¢Z H f 52 P.S.F. ANCHOR SCI P '"h ALUM.ANGLE(6063-T6) Q 0¢ 15-2339 HB BASED DN TYP OF D BUILDOUT MOUNT STRUCTURE F U SCALE: SCALE:NTS (MAX.DESIGN LOAD i T2 P.- J] Q PAGE DESCRIPTION: Hb PASS THRU DETAIL SCALE.3".P-0" O SCALE 3 B TRUSS, MOUNTSECTION °.�.� EXISTING HOST ALT.LEG DIRECTION wulfl WP����nE. STRUCTURE1/4".ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN - 12"MIN FROM EDGE OF ACCORDION. ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3".MINIMUM '• i��� EDGE OF SHUTTER, SHUTTER BLADES _ ASSEMBLY 2" SPACING,AND 3"MINIMUM EDGE DISTANCE .1` IryI, TOP OR BOTTOM - _. - ; I1AX O 6063-TANGLES RALUMINU14 46 • PER SPAN TUBE SCHEDU EI?E •i7 BEAM END, .. EMBED. SPAN TUBE PER * ,• y DESIGN SCHEDULE 'O', A ••• D EDGE OF ACCORDION - z z 1/4-20 MACHINE BOLT /NUT ACCESS HOLE ';�'pQ�• ��{y[yr`��y ICAL SHUTTER BLADES m d 12"O.0 OR N 14 x 314"SMS 6"O.C: TYP - 1/2"MAX. . . 31"MIN � � >ugW 2.875"O,HOLE TO RECEIVE EDGE DISTANCE 'ROUND WINDOW ASSEMBLY) _ TION 13 Z W N MAXIMUM OF 3 WINDOWS - EXISTING o •+9 3YS?i tlk PER EVERY OTHER BLADE - GLASS ORPFR TAM F 2 o w DOOR- a .- _ EDGE OQ3. m LL 1 LIGHT-N=VIEW.WINDOW. . f D E ' 1/2"MAX 4a 'EXTERIOR ELEV" 0 DISTANC < a o z G t6 3 1/4"MAX.FROM PIN GUIDE TO BUSHING WASHER TYP. ' 1/4-20 MACHINE BOLT W/NUT�. 1/2" ACCESS 12"O.0 OR 1714 x 3/4"SMS 6"O.C. _ 2:875"0 HOLE TO HOLE SPAN TUBE PER - RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY •I 1/2" (2)6063-T6 ALUMINUM - fT1AX. ANGLES PER BEAM END,SIZE uuuiii ..1- PER SPAN TUBE SCHEDULE EXISTING ❑�$m� - HOST 1/4"0 THRU BOLTS SEE BEAM STRUCTURE SCHEDULE FOR REQUIRED NUMBERS b e - 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN y - EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E SPACING,AND 3"MINIMUM EDGE DISTANCE � 0.125" 0.125" 0.032" 0.032 3 3 n' m MAX.DESIGN LOAD g a a� 0.196" �3 SPAN TUBE SECTION R .VERT SECTION o • � ' � \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF HUMBEROF MINIMUMANGLE d / 1 ANCHORS PER '+ I z ROUND TUBE SHUTTER SPAN. THRUBOLTS ANGLE LENGTH -WINDOW SIZE SPAN - - __ o gg TOP BOTTOM TOP BOTTOM TOP BOTTOIA TOP BOTTOIA a / n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o A ge8 60" 123.8' 135.2" 2 2 2 3 4' 7•' `g6 0.125, 98' �-101.7" 108.9" 2 2 3 3-_ 7' ..7" hag ��g , 123" 09.9" 94A" 2 2 3 3 7" 7•'. ri 2'x6'k 60" .129.11. 157.0. 2 - 2 - 2 - 3 4" 7" - o Si StS go" 0.125' 13" 1028' 108.6' 2 2 4 4 i'.. 10, 6€ 138.01 190.8• 2 .2 3 3 7" 02.875" 03.250" T"T o.lee• o.izs 86" 122.7 155.7" 2 z 3 4 _ 104 I 123" 116.4• 1376" 2 3 4 6 10'. 13" � $ 00" 150.1' 240.0"• 2 2 3 4 7" . - \ / 0.1875" 9B" 140.6; 229_9' .2 3 _4 _ 0 LIGHT-N-VIEW,ININDOW. 13" 1322" 203.[" 29 N.T.S. SABIC PLASTICS SLX1431T-UL=94HB \ i/ SPAN TUBE SCHEDULE NOTES; COPYRG Rf1 Val 90914R00rE �_� 2 "ANGLES FOR 2"x5"&2"x6"BEAMS. � � 15-2339. E 2. USE 2"x5"xl/4"ANGLES FOR 2"xB".&2"x10"BEAMS. 6CALE: . s 3. USE BEAM SCHEDULE FOR DETAIL 3/8. vaGE O6scRIPT1oN: 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. _ F7 S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND ' 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS;ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 09 N,T:S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. • ANCHOR SCHEDULE: CONCRETE' 2.5"MIN EDGE DISTANCE SpaOs Up To(?-O" Spans Up To B`-3" Spans Up To 12'-0"^ ,•�+ �•1- J LOAD :--.CONN TYPE' - CONN TYPE, CONN TYPE S gg ANCHOR (pst) C1C2'„ C3 •C4 .CS4 C1 C2. C3 ',C4 CS CS C2 CJ C4 CS f j4",ITW TAPCON OR ELCO. 43 16.0"16:0"-55.0"I -15.0"16.0"16:0" 9.0" 33.0"16.0"36.0" 4s" S.S" 8.5" 24.5" z UL7RACON;WITFIY-3/4" 53 16.0'.'16.0"10.5"14,5"16.q"16,q"12.0' 7.0" 10.5'16.0'IS.O" 7.5" 4.5" 7.5" 10.5" �Ffy .� EFfBEf)(3192psk M1t/CONC) 6Z 16.0'26.0" 8.S" f2.5"16.0"56,0 9.5" 5.5" 8.5" 15.0' iS•0" 7.5" 4.5" 7.5" 10.5" ,�' 70`16.0"13.0" 7.0" 11.0"1610"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 10.5" 7.5" los" 7 / B COMBINATION ��i�+'� ' �pal U ' 150-15.0" 7.5"' 4,5•' 7.5 10.5"15.0" 7.5' 4.5" 7.5" 10.5"1S.4" .7.5'.' 4.5" 7.5" 10.5" 2 x S(T P. 9 t 10 COMBINATION 1/4"MILLENIUM HILLFAST 43 16.0"16:0"15.b"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" / / � gg 11 WITH 1+3/4"EMBED(3275psI 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•' - 0 ry, W X•W MIN CONCRETE) ,62 16.0"15.0" 8.5" 13.0"16.0"16.0" 0.5" 5.5" 9.0" 13.5"33.5" 7.0'• 45" 7.5" 9.5'.' µ. Of 70 16.0"12.0" 7.0" Sl.tl"26.0"14,0" 7.0" 4.5" B.0" 10.5"13.5" 7.0" 4.S'_ 7.5" 9.5" - U( ¢ Z n 100 13:5•' 7.0"14.5".17 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 9.5" 7.5" 9.5" y y �,pm`,�W h° 1/4"ELCO CRETEFLEX554 43. 16.0"116.0"116.0"16.0"16.0"16.0"16.0"13.5.116.0. 0•16.0"16.0"12.5" 8.0" 53 16.0" I x 5(TYP.1 2 x 5 YP. (GjJ=Ii�yJ N 1 S'o z W1 2"EMBED(3354psI FtNf 53. i6A"I6A"15.0"16.0"26.0"16.0"1610"10.0"15.5"'I6.0"'16.6"10.0" 6.S" 11.0•'14.0" CONC) 62 16.0"16.0"12.5"16.0" 16.0"16.0"12:5" B.p" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" _ a 52} y 70 15.0"i5.0"10.5"56.0"16.0"I6.0"20.5" 710" f1.5"15.0"25.0"10.0" 6.5" 1i.6"I4A" _ 011.10..{ 300 16.0"10.0" 6.5" 11.0'.14.0"16.0"10.0" 6.5•' 11.0"14.0' 16.0"10.0" 6.5- 11.0"14.0" ti p 5"MIN EDGE DISTANCE NOTE, •'S"INDICATES ANCHOR SCHEDULE SPACING. a Cl I c2 c3 I c4 cs c1 cz ca I c4 I cs Cl cz c3 Cl cs SPACING DIAGRAM FOR C2 A C4 CONNECTION TYPE: 1/4"ITW TAPCON OR ELCO 43 16,0"16.0" AS" 8.0" 26.0"15.0"16,0" 5.0" 5.5" 16.0"16-0" 9.0'• 3.0" 4.0" 1410" - C2 CONNECTION TYPE USING PIECE ® WITH OUTSIDE ULTRACON WITH 1-3/4" 53 16.0':16.0" 5.5" 6.5" 16.0"16.0 12.0" 4.5" 16.0"14.5" 7.5". �/ ;10�U" ANCHORS ONLY o EMBED(3192psf MINCONCJ 62 160"1S.S1 4_S" 5.5" 16.0"160" 9.0" 4.0" 14.5" 14.5" 7s" 110.0" - C4 CONNECTION TYPE USING PIECE Q WITH 50 i6 6 i2 5' 4 0 5 0 16 0 15 0' 11.0"1 7.S'• 10.0': OUTSIDE ANCHORS ONLY f00 f45 75 _���i�11�100 14 S' 7.5" 50.0"14.5' 7.5.• !/4"M[LCENIUFI MILLFAST 43_I6 0 16 0"1f p 13 5'16 0 16 0'13.0" 6.S" 9.5'• 16.0"13.0" 7.0" 4.0" 6.5" 10.5" W 8 . WITM 1.3/4"EMBED(3275psf 53 }K0 16.0" B4O 11,0"16.0 16.0' 9.0" .S.p" 7.5' 16.0 Sp.S' S.5" 5.5" 7.5" ANCHOR NOTES: Q.+ 3 MIN CONCRETE) 62 16.0"lf•5" 6'.. 4.0" 16.0"f3.5" 7.0" f+R a 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 7v 1B.p" 16.0"31.5" 5.5" 5.5'• 0.5^ 10.5" 5.5'• 5.5^ 7.5'• ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE m 100 50.5' S,5" S.5" 7.5" 10.5" 5.5" S.S" 7.5 10.5 S•5" S.5" 7s" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). " z .1.1/4"MIN EDGE DISTANCE 6� A a1 MATERIAL, .w< 1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE H ANCHOR W/7j8"EMBED B Ci. C2. C3 C4 C5 Cl C2 C3 C4 CS Ci C2. C3 Cq CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR g 3/4-20 55 MACHINE SCREW 43 16.0"16,0" 8.5" 10,5"16;0"16.0"12,0" S.S" 7.S'.' 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53.. i6.0"55.q" 6.5" 8.0" 56.0" 6.0" 15.5"10.0" 5.0" 4.0'" 7.0'• THAN OR EQUAL TO SHUTTER SPAN. 4I+ 62 16.0"11.0" 5.0" 71" 16.0"12.5" 6.5" 3.5•' 10" 10.0"10.0" S.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. g 8.0" 10.0" 5.0" 40' 7101 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE s' 200 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0'• 10.0" 5.0" 4.0" 7.0'• O Z g m 3"MIN EDGE DISTANCE _ _ BLOCK CHORTY NE,BASEOD D ON C N E OFEXISTING DETAILS ANCHORMING.REFERENCE FO DENTND APPROPRIATE AT ROPO TE ANCHOR W/7/8 SOLID-SET - - CO ECTIO PE. CONNECTION ANCHOR W)7je'EMBED G Cl C2 C3 Gt CS Cl C2 C3 C4. GS Cl C2 C3 C4 CS CONNECTION TYPE. t. g 1/4-20 55 MACHINE SCREW 43 16.0"16.0"16.d"16.0"16.0"16.0"16,0"11.5"16.0"16`0"16.0"11.0" 7.0" 11.0"16.0" iLL14i1,1 (3000pst MIN CONC) 53 16.0"16.0"13.5"16.0."16.0"f6.0"54.0" 8.5•" 13.5"16.U"16.0" 8.5" 5s" 93" 12.0" S. ALL CONCRETE ANCHORS SHALL.BE INSTALLED TO NON-CRACKED CONCRETE L 62 16.0"16.0"10.5"16:0"I6,p"16.0"11.0" 7.0" 11.0"16.0"16.0" 0.5" 5.5" 9.5" 15.0 ONLY: •� 70 7.6.0"15.0". 9,0". f4.0"16.0"i6.0" 9.0" 6.0 10.0` 13.0"16.0" 8.5" 5:5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED ¢ _ ... 100 16.0" 8.5 5.5" 9.5" 12.0"16.0" B.S" 5.5" 9.5" 12.0"16.0" 8.5" S.5" 9.5" 12.0' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT - 2„5/8"t47N EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 2 1/4"POWERS 55 DROP3N - - FINISHES. .• .ry T 1/4-20 SS BOLT ANO .Cl C2, C3 C4. CS Cl C2 C3 C4 CS •Cl C2 C3 C4 CS i'EMBED(3000pit MINg3 i6.0"16.0"14.0"15.0"16.0"Sfi.O"540" 8.0" i2.5"26.0"54.0" T.5" 5.0 B.0" 11.5" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) .53 16,0"16.0°' 9.5" iq,p,'16.0"i6.p" 9.5`1 6`0" 10.0"Ifi.O"13-5" 6.0" 10.0" 7.0^ 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE OUA'fE WOOD FRAMING. 62 i6.0"12:5" 7.5" 12.0 16.0"24.5"-AS" 510" 8.5" 12.5"11.5" 6.0" 40" 710•' 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD TATE ONLY FOR ` SIDE CLOSURE PIECES. „70 16.0"10.0" 6,5" 10.5 16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6;0" 4.0 7�0" 8.0^ 100.11,5" 6.0:' 4.0" 7.0" 8.0" Si.S' 6.0" 4.0" ?.0" 8.0" lbs" 6.0" 4.0" 7.0" B4O" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER gg 3•I/2'MIN EDGE DISThNCE SHALL BE LOCATED IN CENTER OF NOMINAL WOOD 2"x 4"IMIN.l WOOD STUD.SHALL. y Pn 1/4"POWERS SS DROP-IN .�._._ ..._.. _._ ._._ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING' LAG SCREWS SHALL, �� S/a yy€S m HAVE PHILLIPS PAN HEAD OR HEX HEAD, at W/1/4-20 S5 BOLT AND CS C2 C3 C9 I CS Gl C2 C3 �G4 C5. CS C2 C3 U CS {t @g( g I`.EMBED(3006Ps1 MIN ' 43 16.0"16.0 15.0"16.0"16.0"16.0"14.5" 9.0" 13.5"16.0"25.0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7•"ENGAGEMENT OF THREADS IN B @ A CONC) 53 16.0"I6�0"IO.S'15.0"16.0"150"100" 6.5" 10,5"16.0"12.0" 6.0" 4,0" 7.5" 8�5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER t3 q �. HEAD SIDEWALK BOLT 62 i6A"13.0" 8.0" 12.5"16.0"15.0" B.0" 5.0" 9.0" 12.0"'12.0" 6.0" 4,0•• 7.5" 8.5" ( j,U.O.N. --To-16.0'.'10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" B.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 }2.0" 610" 4.0" 7s•' 8.S" 12.0" 6.0" 4.0" i.5" 8.5" S2A". 6.0" ,4.0" 7.5" 8.5" y 2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, p12 SMS W/2"EYEWALL *16.0" 2 C3 C4 C5 -Cl. C2 C3 J.C4 C5 Cl C2 C3 C4 C5 NUT OR WASHER YVENGNVT. COPTtVONtFR77IXL8DOWtl10P.E ARMOR INSERT W/2"EMBED .0"11.5"14.0"16.0"16.0"16,0" 7,5" 10,0"16.0"16.0" 9.0" 4_5" fi:5" 13_5" _ 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15"2339 (2000ps1 MIN LONG) .0" 8.5" 110"15.0"16.0"1LS' S.5'• 8,0" 16.0"24.0" 710" 3.5" 5s•' IO_0.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6,5" 14.014.07.0" 3.5" 5.5" 10.6" 12. WHEN INTOANCH RLLOING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 5CALEIs DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL pg0E D6scRIPT10N!.0" 6.0" BA" i6A"14.5" LS" 4.0" 610" 10.5"14.0" 7.0" 3.5 5-5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 0" 3.5" S.S" 10.0"14.0" 7.0' 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" 1 012 SMS W/2.75"EYEWALL 43 16.0"16.0"160"16.0"16.0"16.0"16.0"10.0"140" 16.0"16.0"11.5" 610" 95" 16:0' " ARMOR INSERT W)2.5" 53 16.0 36.0"12.0"16.0"16.0"16.0"15,0" 7.5". 31.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" N ENDED(2000PS1 M1 CONCJ 62 1_6.0"16.0" 9.5" 13.S"16.0"1610"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 1310" t o T C 70 55.0"16.0" 8.0" 11.5"16.0"16.0'• 9.5' 5.5" 8.5" 14,0"16.0" 9.0" 5.0" 8.0" 13.0" _ 100 16.0" 9.0" 5.0" B.0'.' 13.0"16.0" 9.0" 5.p" 8.011 13.0"16.0" 9.0" 5.0" 8.0" 13.0" • r, Lel • •SpanS UP To P--Y Spans Un To IV-0-1 n 2-3116'MIN EDGE DISTANCE L 1-3/4'EMBED(Mgppsl MI N MENUVmm r MEMO memo ammo//////� ml /EMNIE1IM.-H�'//////�E�1� 1-1/4"EMBED am ' // •' /,%////// / '' LES////////.� :: ` ..• _, • mom/ % ' ///% � //%/ ' � / ®c 111111,,,,9w/,,11011111=111,,,. ®® �©®m® mm®m . .0mm®mm _ 0/®rm /,//���aaoiii„�;� ®MR' Em maw/I--Em MEN /iii ANCHOR-SC! JLE: HOLLOW CONCRETE BLOCK _ 2"MIN EDGE DISTANCE Spans Up To6'-0' Spans Up To 81-3" Soans Up Ta 12'-0" Z'� •• ;-, LO D CORN TYPE CONN TYPE CONN TYPE �oS ANCHOR (Pn CS C2 C3 C4 C5. CL C2 C3. C4 C5, CS. C2 C3 C4 C5 x ..... ' #IZ SMS Vt/2"EYEWALL 4 56.0"ifi.b" 7.5" 4.6' 16.0"15.5" 8.5" 4.5 5.5 15.5 B.5" 4.5" 4.0" 7.0" y-�- 3 ARMOR INSERT W/1-1/4" 5 16.0"10.5' 5.0' 7.0" 16.0 11.0" 6.0' 3.5" 5.0' 11.0 7.0' Q EMBED. 6 14,0" 7.5" 4.0" 6,0" 14,5" 9.0" 4.5" 4,0' 7,0" 7.0" 3,5'• 35' 11.5" 3.5" 5,5' 7.0" 3.5" 3.1" S.0" y (}.1' tt4i f 14 ,100 7.0" 3,5" 3,5" 5 0' 7.0" 3.5"�3.5" 5.0"' 7.0' 3:5' 3.5" ANCHOR SCHEDULE: WOOD (G=0.55) �'''' , ,n%A-� 3/4"MIN EDGE DISTANCE (� 44' �j Spans Up To 6`-4`* Soans Up To 8'-3" Snarls Up To 12'-0". - ""' t IN W o p LOO CONN TYPE CONN TYPE, - .CONN TYPE N Q a O ANCHOR (P' C1. C2 C3 C4.1 CS -CI C2 C3 C4 1 G5 CI C2 C3 C4 C5 W+V IU 1/4"LAG SCREW WITH 1-3/4" 4 16.0'16.0"11.5"12.5"16.0"16.0"16.0' 7,5' 9.0" 16.9'16.0"14.5"14.5" 6.0' 16.0 7, J MIN THREAD PENETRATION 5 L6.p"16,0" 8.5" 10,0"16.0"16.4"16.0" 6A" 7.0" 16.0"I6.o"11.5"',LD" _5,0" 15.0" G 6 16.0"16.0" 7.0" 0,5" S6.p°16.0'14.5" 5.0' 6.0" 16.0"16.0'11.5 4.0" 5,0' 16.0" ID W 7 16.0"15.0" 6.0" 7.5" i6.K 16.0"12.5" 4.0"' 5.5" 16.0"16,0"11.5" 4.0" S.0" 16.0" 10 16.0'11.5" 4.0" 5A" 16.0"16.0"ILL' 4.0' 5 0 16 0"1G 0 11 5' 4.0' S.0' 16.0" a 7/16"WOOD BUSHING WITH 4 16.0" Eo- 16.0" p.0" 10.0"16.0" 355" 8.5" 4.S' 7 0 15 5" 8 5 4 5' 4.5" 7.4" 6 1.13"MIN EMBED 6.1/4.20 5 16.0"10.5" 5,5" e.P' I6.p". L1.0" 6 0 3.5" 5.5" 11.0" 7 .4.0" 5:0" Gi - SS MACHINE SCREW 6 14.0" 8.9 4.5 6.5' 14.5" 9.0" 4.S' 3.0" 45' 7.0" 7,0" 3.5" 4-0" 5.0" o 7 12.0" 6.0" 3.5" 5.5".i2.5" 7.5" 3.5"f�<� 4. 5_5' 7.0.• 3�5" 4.0•• 5_0•• 'rit O 100 7.0" 35" 4.0" 5 0 17.0" 3.5'/' 40 5.0" 7.0' 3.5' 4.0" K.O. 3 #14 SMS OR#14 WOOD .4 16.0"16.p"12,5"14,5"16 0 I6 0 15.9" 8.0" L0.0"16.0"16.4"11.5"' 5.0-j 7 0" L6,0" N SCRE47 WITH 1-3/4"M1N 5� 16.0'16.0" 9.0" 11.5"16 0 I6 U 15.0" 6:0" 8.0'116.0:'116.0" 9.5" THREAD PENETRATION 6 ifi.D"16.4•' 7.5*, 4 5" 36.0"16.0"11.5" 5.0" 7.0" 16.0"16:0' 9,5" 4.0 5.5". Z3�0" 1"�F O a o 16.0"16,0' 6.S" 8.5' 16.0" 16.0"10.0" 4.5' 6.0" 34.0"16.0 9_5' 4.0" 5,5" 13.0" �"rn _ ..." .. 10 16.0" 9.5" 4.0'.' S.5" 33,0"16.0" 9.5" 4.4" 5.5" 13.0"16.4" 9.S" 4.0' S.5" 13.0„ cl;g b K M ANCHOR SCHED LE: WOOD (G=0.42) . I 3/4"MIN EDGE DISTANCE \j S - - Spans Up To 6'-0" Spans Uo To 8'-3" Soans Up To I2'-0" .. ` D •. , �� LOAD � CONN TYPE CONN TYPE, CONN TYPE O aa ANCHOR (PSI) 9 xfrr - J Ci C2 C3 .Cd CS. .CI C2 C3 C4 G5. Ci. CZ` C3 C4 C5 m 1/1"LAG SCREW WITH 1-3/4" 43;- 16.0' 16.0' 9:0" 10.0 16A"16.0'16,0' S.5" 7.0' 16.0"16.0" 9.5" 3.5" 4.5" 15.0'" - MIN THREAD PENETRATION .5 16,0"16.0" 6.5" B.0" ibA"16.0"I2.5" 4.5" S.S" 16A"iS.4" 7.5"' 3A" 4.9" 11.0" aaaSSf 4 62 16,0"16.0' 5.5" 6.S" 16,0'16.0" 9:5" 3.5" 5.0 15.0"15.0" 7.� 3.0 4.0" 11.0" r"\ a -I- o ---aLMT1Tte 70 26.0"13.5" 4.5" 6.0" i6.p"16.0" &.0" 3.0" 4.0" SL.S"15A" 7.S" 3 0" 4.0" 1I-0" 7,5" 3.0" 4.0" 11.q"15 0 7.5" .3.0" 4.0" 11.0' 15.0" 7.5' 3.0' 4.0" 11.0" . ry #L4 SMS OR#14 WOOD d3 1G.4"25.0" 8,5" 10.5 16.0 16.0 12.5" 5.5" 7A" 16.0"13.0" 6.5" 3.5" 5,0" 10_5" p SCREW.1"lITH i-3/4".AIN 53 16,0"16.0'; 6.5" 0.0' 16.0'16.4" 8.5' 4.0" 5.5" 16:0 10.5" 5.5" 2.5' 4.0" 7.5" J 0 THREAD PENETRATION 52 16.0"LL5" 5 0 7 9" 16 0 13.0 5.5' 3.5" 5 0 SO 5" 10 5 5.51, 23 X. 7.5" " - 70 I6.0" 9.5" 4 5 i1.D" 5.5" 3.0" 4 0 p 0' 10 55 S 5' 7.5_' 9.0' 7.5" a 7 S' 19,5 5.5" 2.5" 4.01117.5" 10.5"15.5 2.5" 4.0" 7.5" o 'a AN.CHOR_SCHO'OLE: GROUT-FILLED CONCRETE.BLOCK II _ 4"MIN EDGE DISTANCE _ jj� Spans Up To 6"-0" Soans U2 Tp B'-3" moans Up To.12'-O" H o LOAy .CONN TYPE CONN TYPE COfIN TYPE ` O ANCHOR (ps. - _ Ci C2 C3 Ch C5 CL( C2 C3 C4 CS CS 62 C3 C4 C5 �+ $/15"ITW TAPCON XL W/ .43 16.0"S6A"16.q 16.0 16.0"16,0"16.0" 15.0"16.0'16.0 16.0 15.0 9.0 14.0 16.0' EEEE @7R 2-1jdMIN.EM_9ED 53 26.0"ib-0"16.4"16_0"16.0"i6.R"16.4"11.0"16.0"i6A"16.0"12A" 7.5" 12.0"16.0" d 62_16.0"16.0"14,0 16.0"16.0'16,0"15,0' 9.0" 14.0"36.0"16.0'12.0" 7.5' 12.0"16.0' 8 y - - 0 _ ..70 16.0'16-0"11.5"36.0'16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.D' 7.5" L2.0"16.0s 30 16.0"12.0" L5" 12.0"16.0"16,0"12,0" 7.5" 1'2.0" 12.0"16.0" g e - qqq 5/16"ELCO ULTRACON W1 .43 16.0'16.0'10.5"14.0 16.0'16,0"10.5" 6,5" 9.5" 16.0"11.0' 5.5" 6.5" 9.0" (x8tRi0HFFRVIXLBDdNtZ7gPE O 2-1j4"MIN.EMBED 53 16.0"13.5" 7.5" 11.(F 16,0"19:0" 7.5 7.5 13.5_ 9•D" �m 62 16_0"To 6.0' 9.0' 16.0'11.0' S.S" 6.5" �.CJ-Z�3g ' o 00 .19 0" 8.0" 5.0" 5.5" 16.5" 9.0 S.5" 6.5' 9.0" 6.5" PAGEyESCtUgTloNt 5MIN EDGE DISTANCE CL .C2 C3 C4 CS C1 C2 C3 C4 CS C1__C2 C3_ C4 CS - #12 SMS W/2"EYEWALL 43 15A"15:0' 9 5' ILS"16.0"L6.0"14.0" 6,4" 8A" 14.5" 7.5" 3S 5.5" 315" �� ARMOR INSERT Wt 2"EMBED 53 16,0"16.0" 7.0" 9.0"116.0"116.0"1 15;. d.5" 6.5" 16,0"11.5" 6.0" 3.0" 4.5" 8.5" ^ n 62 16.0"13A" 5.5"' 7.S"116.0"114.511i.S" 3.5" 5.5" L20"fi_5" 6_0" 3.Q"_ 4.5' 8_5' ANCHOR NOTES:SEE SHEET C,ILII) Cll Jjl C 70 16.0'10.5" 5.0" 6.5" 16.0"12.5" 6.5_' 3.0" 4,5" 9.0" 11.5 6,0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES, . .':.. 100 51.5" 6.0" 3.0" 4.5" 0.5" II,S" 6.0 3,0"' 4,5" 8T8' 11.5" 6,4" 3.0"" 4.5" 8.5" .