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HomeMy WebLinkAboutProduct Approval Property Information Building Information Owner: McCullough Wind Zone: 160 MPH. Address: 6700 Dulce Real Exposure Category: B Ft Pierce,Fl,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number IL Zone Width(in) Height(in) Elevation(ft) Pressure(p.-,f) Pressure(psf) 1 End 53 62 7 30.7 -40.0 -._._....... ----._........................._....------...__...._.._.......—_._.._................_.._........ --- ----...__. 2 Int 53 55 7 31.0 -33.7 - — -._....... _ ................-- --------......--...--...............................----.-....................- ......... -- -.._.... _..-- 3 Int 53 55 7 31.0 -33.7 —._._.._......_.... ... .... _................_.._ _._..__.._...... _.. ...._.._........._...._..._........-- -._._._ ............. — 4 Int 72 82 7 29.5 -32.3 ...............--- -._._.._. - _...........--._..................- - -----.................. ----- ---- 5 Int 74 62 7 30.0 -32.8 ---....— ------...-----... _----._............_...._ _....................................._.__......__..__...................._.... -........-------......................................_.....-----..-.................--- —...._------- 6 Int 26 38 7 32.5 -35.2 ...............................—. -- _............--- 7 Int 26 38 7 32.5 -35.2 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 I , �-z `iF 4 y`•(ti -`V�t� � I e �- e 9 - 4 n' F =-1-- SCIS Horne Log In i User Registration Hoc Topic Submit Surcharge Scats&Facts j PubGotions FBC Staff i BCIS Ste Map Links Search Product Approval ~,k r *USER:Public User - Product Approval Menu>Product or Application Search>Application List>Application Detail all Y} FL FL13757-R6 F Application Type Revision Code Version 2017 Application Status Approved Comments Archived u Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. [/I Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.pdf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Inden3.ndf 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 , 4 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EDLIIVI.pdf FL13757 R6 Eouiv Eauiv2.pdf FL13757 R6 Eouiv Eouiv3.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II 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 Evall.pdf 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 imits of Use _ Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 I1 Dwo2.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 FL13757 R6 AE Eval2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3E.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 Dwo3.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 Eva[3.Ddf anchorage,etc. Created by Independent Third Party;Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entry.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 45S,F.S.must provide the Department with an email address if they have one.The malls 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 emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: W]®99 M Credit Card Sate I I II 6.8 STREAMLINE SHUTTER, GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. - THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PI:004654i CODE ED FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE SIXTH EDITION ZONE AND THE 1UTERVAOT11NAL BUILDING CODE g8QAND INTERNATIONAL RESIDENTIAL CODE 56THIS SYSTEM MEETS MISSILE LEVEL"D"AN IN LUDES ESSENTIAL FACILITIES AS DEFINED IN WIDTH r o'. 1Y`91996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. ti 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION SrATC OF DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE wm ...........If. AR MENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 0 FLORIDAERE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN WIVATIA, two.. U! PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. z 3 TESTING WAS CONDUCTED HEREIN WITH MAXIMUM AS 201/2 03 AND ASTM E188VI99YE330. 4: DESIGN PRESSURES NO HEREIN ARE BASED ON MAXIMUMORTED PRESSURES DIVIDED YAI.5 SAFETY FACTOR. 5 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE ED FOR ALL WIND Zpp zi- ZONES IN,ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE U lqujlS OPTIONAL LAN VIEW lub III z CRITERIA S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION, 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CON)UNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Tm 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. p 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE tP CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR m*p VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM Ept V P THE STRUCTURAL SUBSTRATES DETAILED HEREIN. HR 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �_6 DOCUMENTS. .5 re 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION _H OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND OTE -BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK �A DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRA TING HISgHER APPROVAL L_ LI LOCKING MECHANISM,SEE 13, EACH SHUTTER ASSEM13LY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL FLAN VIEWS FORT LAUDERDALE 36 FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E188 E1996&E330 TAS 201 202&263, SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: V-17) EXTERIOR ELEV K.S.I. 15. ALL 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 IMO OR 3/16rO 5052 ALUM ALLOY. 16, ALL Siit*NS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17.' TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NDN-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. OVE 30'ABOVE :5 30'ABOVE 301 ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. :5 30'ABOVE GRADE GRADE GRADS GR 22. SHUTTER MAY BE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. MAE 23. SEALANT SHALL BE USED ON ANCHORS OR VIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 2-I1-61W 2-318" 1-rare" 1: B.1f, I 3-1/2" 1-718" 3_518* 1-7/8' TABLE NOTES: 120- 1 4-118` -2- _4114- ORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION T� 4-718" 2- 6. 1 1 1 SHUTTER SPAN SCHEDUU?ABOVE ARE tlgr MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE hamill I AT EACH RESPECTIVE SHUTTER SPAN. I. NVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER I fRW'DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY SHUTTER DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3- NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND -2339 JER DESIGN 15 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE 'ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER Lps-F) MINIMUM SPAN OF AT LEAST 30". (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WINE)ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30*SHALL IDO IN) HAVE A MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' Bp' 70 - _16- ABOVE G E. 5- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120" 53 53, INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144' 6' tSjjEqpqA6p%Tq1�N FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE Wrni ASTM FIWIK E00,6549 Nnn> P.BI'C PRO]ECFION VARIES_ �pC�..••'•••. 2.874• 4.874"MAX. ��(': L Sr'• - _ 0.115" -T- 0 0.062" 0.450' 0 0.080• =*: NO p&004654 '. T $ D.125" 1,709^- 0.100' I-1.830^ 0.062" 1,708" 0.100' ry -7- 0.080" 0.063' -Q * b 0.195" .1-- i- 7 f+ 0.195" 0.096' I 0.060" 0.070" „ 0.060" 2.820^ "�'.•• A1't•Or .), --T--+- -�- 0.062"`.�� }}I 1.909" Z0/7_IDA Wo'I tfi 0.125" 'Y 0.630" --i' 0.630• -}---'� 1.993" I 7i �O I('�('* -i1� L 0.143' _ 0 0 /I/A ff, u 0.630•jf-}- 0.062' 0.630' 0.062' ^i I I-.9 `� I y7"�L-E ll -L" 1069"-1 }--10.971"' }0.971"-� 0.143' "l1-I-1f l//lllll �� i 1`070" iv W o = �C1S '� . ,0;060' 0.06' ti O.fi30" Z� �-'>U.. 0.200' 0.062" 10.200' P j 0.630" 0.06 0.062' 2 pS; 0.062 �-1.069' ` 1- �m4mZ`o �-1.069" `J SUPPORT LEG OP 710NAL�--- lf�I 0'� }-1.069"� n 0.062•�0" W U" 5 745"MAX. #3:Ofi" 0;062y $•+W 9z --5.745"MAX. 81 �r WALL (/2 BUILD OUI' WALL O3 STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK HEAVY HEADER�IL Q)LITE HEADER_ SILL owa�� SCALE:HALF-91Z v SCALE:HALF SIZE SCALE:HALF S17.E ��..// SCALE:HALF SIZE SCALE:HALF SIZE �� SCALE:HALF SI2C �O WHERE SHOWN,SCREW BOSSES ft FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"j- }-2.655" 0.875' ti - g ' _rl;i:O'5jI�Cv --=- I'_L.2~i2'9" W I:IfIIII I•-1{--.0---�} �5i:"rMN TorIII il 1IIiI7r:0'.- �I(' fn�Ii �-1.2ry30' -2.195" .510' 2.195"0U.10.060" FjU-vt E6O "1cT4J4.�0 90.74.84" 105" iI ` -f 1.069" un I831' 7I , 69' 0.075•O.lOs 0.075' 0.105" 0.994'1 EppQ° c iQg7gfu4br'f 3 NOTE:TESTED THICKNESS OF � 0.781" 3.506" BARE METAL W/O PAINT IS 0.039' m '"T �--4.5]0' I ,---- � SILL rg SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STRCAMLINC SLAT/BLADC SCALE.HALF SIZE J SCALE-HALF SIZE SCALE:HALF SIZE SCALE:HALF S12E SCALE:HALF SIZE f'�Y SCALE.HALF SIZE _R D.477" _ IN O.OBO" 1.570' 0 510" 0.143" t 0.590" 0.341' 06 0.070' 1D.245" 0.143" fido52 1.708" 0.143"-r 0.0960.115" I1 1 4 0.060' } .1170.080• 0 • s R 0.090" 0.096" 0.090"o.OeD' '`�� fL4.753" 0.227 0.682• 0.630' 0.060"`Y-'- -J--.-�1�� mFrcnutlow�cl/6EWr�Ea 0 693" •- ._ 15-2339 NOTE:THICKNESS OF CARE 2.822" �-1.625"� }-Y 0'420" METAL W/O PAINT IS 0.039' P11�¢CESGIyrioNl �g 6,8 STREAMLINE STACK �6 RADIUS CEILING FIEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP I8b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALL:HALF SIZE SCALE HALF SIZE 9'V I 1.t9�5l0" 1 `1�IIUItltttq iAI�65fgkNMDO".P.�+ -}{-0.125" 0.610' STAINLESS STEEL .280 i� NYLON WASHER OR ASSEMBLY 4 0' ALUMINUM 0.320'0 HOLE p x0,050' il�.Ji 0.357» `�G S Z Pio 0.276•{-�) *' NQfiF 5� NYLON 't•O Si w m 910 x 2-3/4"410 ITT S.S, OOgs6 g 0.880 "i cr c a `4 SCREW W =a7' 4 •-. ,y 0.05 WHEEL 1 'o 10�i20'o INSERTS /TC ULTRACOTE �- 0.591" l 9 1.100" 0.240" INTO COATING --{• _a: W N -_' 1�.-^-- r •TRACK {TYPTOP&BOTTOM) 0.062"-- 1 ��•.•�Tq r :2 }}amuu x + tCISNO AT EVERY OTHER 0.750' -�.__' r / RiDA diG u NYLON BUSHING W/WASHER: 11 , '.1, OIC m 3 iii r-" S" •"-'-� 0.870" 7116"0 x112'Q+tNTERTORJOINi'TOP rrQ ''••......••• ss 4 DE JOINT AT TOP, 7/16"0 x 1"@ INTERIOR JOINT BOTTOM 0,154" 0.137' i�7�/,q x`1;1 ((� �y't t1a CYLINDER-SOLID BRASS,NICKEL PLATED ETHER CAN BE USED ON EXTERSOR I/t L EN `II om S 19 ANGLE HOUSING-ZIN_ , GATED t t t t 11 t U.I LLER ASSEMBLY �tC � ' SCALE HALF SIZE LE:tiAlF SIZE NOTE• MAY BE KEYOPERATEb0UT51 2�1 BUSHING ASSEMBLY DETAIL 6G BOX CENTER INSERT Z � 9 OR /THUMB TURN OPERATED INSIDE. SCatE.tiatF SIZE SCALE;HALF 51ZC p f{o.zso" L3 BRASS PUSH LOCK W- g$.N+w 5CALE:HALF SIZE RO.I55' UI w A w R0.500' 4.00D' 3.978" 2.125' w i 0.500' •0,236' '--1.742• 0.286" 1.03" dQ 0.050" m • FF n�ri rn ._1224 --0.2ti6T-7 ' » 0319" 0.531" .531"0.790' 'i6'0.2 2.250"0 607"60 0.60T_ D.239"- 0.060 0,496" 4" ul I.m mh't S$ 4EU m� ' wa-O-gQ'v RAiNGUARD DECORATIVE FLOOR . . i. 1< xL 76 g $ w� SCALE:HALF SIZE SCALE-HALF S1ZE 0.160` 0,222»-I Y 0.240" ?m 1.001 '1.00,7 "0.062' 0.062" �-0.176' Z 30 UNlMATE LOCK 37 MALE BOX CENTER 32 FEMALE BOX CENTER _ SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE ' .g a 0.062" +��y o g 5.500'x 13/16"WIDE- 0.40LY .��5, � . 41 �A 157' 16" STAINLESS r• STEEL NLJT o 30 0.125• ,D _0.188' 5/16-18x1 MACHINE SCREW `t V +.oa 01 I" 0,438" TMF' 5/16'0 INTERNAL STAINLESS STEEL j -4.500" I-}0.689 POWDER COATED,ZINC CAST THREAD fi ... -..1�. r0.121• 6 Ilia HEAD STYLE VARIES �" �_ 1.050' W is OFLTp MODEL 2Z2 ECTION A 36 T-LOCK ADAPTS 3 j T-SCREW INSERT 3g THUMB SCREWINbUSTRIAL SYS EMS (OPTIONAL) aSCALE•FULL SIZE SCALE:FULL SIZE w i BOX LOCK SCALE:HALF SIZE =r rD.2 " 40040b qOC.SCALE:HALF SIZE .L_ " END STRIP 1 ��2" do 3" EXT � SCALE: HALF SIZE0.05.1 ,0.ILT � i ! 0,085" _ P 0.093' -4.225' �twl T XL3aHWWP4 0.250' 0.085" 1S-2g N 39 Uae p�pggt►norZi - II----- 7.000` ----} 3g 2X7 ANGLE ?_0 AIT. 9" EtyO STRIP 21 7.5"x3"xd.p93" ANGLE P5 2"x3"x0.125" ANGLE 5CALE:HALF SIZE CALF.HALF SIZE SCALE:HALF 512E SCALE,HALF 512E ' f 1�DENNAADO,P_E. .41 ANY ANCHOR PER ANCHOR EDGE SCHEDULE Qd 16"O.C. EXISTING DIST, GLAZING SEE END STRIR: SCHEDULE FONo E004 r.0' N I'ry SPAN WHENASIA& - A .ANGLE EMBED 20,40a,40b��r1� (-hk F LEG D RECITON N it --- / 1/4" OR 6.8 START-"TI"" EMBED. 17 ~ (INTERIOR) 17 J � 17 " +4—_ �MAx. WITH 21 OR 2S'Q ,Tz ~•Y ` OMR MIN.0.062"THICK 6063-T6AWM. -• `—t _ $xn 30 ANGI.�1°x 1"MIN.TO 2"x 5"MAX. + -- 2t 25 SiS/ �4 a ANGLE-CEG'MAY-BER RSEU) FASTEN ANGLE TO TRACK W/ 1 I ViQ z DIST 36 / ANY ANCHOR PER ANCHOR 6 W v r , g � • (2 FASTEN SCREWS A c SCHEDULE @ 18'O.0 CORNER,TOP 8.BOTTOM;AND UI ATTACH TO A STARTER R � 13 13 / 13 13) 2"-G7lCVAN ZE O 5.SMS, \ Jf 12 x 1/2"GALVANIZED PO Z p j S,S.SMS,3/16'0 ALUM-POP Wgs".11K ry 9 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 3/4-20 MACHINE 80•'ITYP.I_- 3� USE(1)BRASS PUSH LOCK OR 1 MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DA L BOLT NUT@18"O.C. +y rt7 (EXTERIOR) 5/16-18 UM8 SCREW INTOTHREADED. WTI 6.8 SIARI'ER AND AMGLEv INSERT 3 AT]/3 SPAN-TO2/3 SPAN SCALE.3"=F-0•• ANY TRACK W/ y4II g FROM BO OM OF SHITI'TER.RECEIVING END STRIP SCHEDULE SCREW BUSSES. N TYPICAL PLAN VIEW HOLE SHALL BE 3/6"MAX WIDTH,UP TO PEP SPAN PN SCALE 3••=1-0" 1"HEIGHT. i•BTp l2.7-) 62 WE" 2 8U USE 111 ORASS PUSH LOCK 132 76" OR III 5/16-18THUMB LOCKING DETAILS FOR 2•B)g,7•) 82 95- SEE ENO STWP Qs SCREW' 0 THREADED CENTER MATES _ SCHEDULE FOR MAX. ti�'1 .A INSERT{77 AT 1/3 SPAN ' IN 2/3_ AN f-ROM _ SHOWN ON RANDOM S2 03 SPAN WHEN USING BOTTOM OF SHU TTER 30 DETAILS 3'B!O(4.7") a2 �" $ 20,40a,40b OR 40c, h rn RECEIVING MOLE SHALL BE 13 74" 2H. 1/4" OR 6.8 STARTER N 3/8"MAX WIDTH.UP TCI _ 2 gig,( 1"HEIGHT. 3D ALT.1•BIO 82 OZ" AK. WITH 21 OR 25. Z E p iri ❑� tet' q 0 11 B1 40 90 USE APPROPRIATE 7 132 76" STARTER STRIP 70 g < 1.6]3' 5 93" II y 40 7-0) PROAUC CLOSURE Iy0 4.093' ��i11 FOR 13 57 6J' � BUILDING CONDITIONS. o 21 60 8 23 64 FASTEN STARTER S1RIP TRACKTO (INSIDE) 0 6 CREW SAT CORNER OTOP v J ! '0129' 2 129 ALTERNATE END STRIP DETAIL 3 BOTTOM N ^ 1 7 2W 60 SCALE 3"=1.-0•' BOSSES. W/SCREW 04 1B" M _ 70 111" n I Y n¢ I a' LJ SILL 1 �' FOR GREATEA SPANS OR LOADS,MAN O W SHOWN IN END STAIP 6CNEOOIE�END Q STRIPS REQUIRE A l"AI'.090'CUP ANGLE e w n n 1A$1 ` HID SPAN USING ANY ANCHOR ONTIIE EXISTING GLASS ' Z ANLTIO DR 114-20 DOLT 0 STT O 1 v 13 SGEN D0.IH-7000LT TO[ND STRIP. oryUSE 30 aFP USEf11BRA55PUSHLOCK IIVSIDE USE I11 617A55 PUSH LOCK OR 11)5/16-15 THUMB (INSIDE) v 1 2ty OR 11)5/16-18 THUMB G3 13 ��n SCREW I O 711E AGED n1 @! LL- R SCREW Iy-TO THREADED 30 a INSERT TO 213 S{37 A7 1/3 SPAN SILL ,LTJ, INSERT p71 A7 1/3 SPAIJ Egg BOTTOM OF 5 HUT7ER 1 QQe 1 U 2/3 S AN FROM e BOTTOM OF SHUTTER (OUTSIDE) Q RECEIVING HOLE SHALL BE 3/B"IMAX WIDTH.,UP T v�g DD' yl eQa 11 HE 23 TYPICAL OUTSIDE CORNER CLOSURE — - — 5_ 30 a �� CCI DETAILS WO/CORNER POST --- 13 CD p1PrtmR RVMLRMWS1DPl NTS 13 31 215 \-@(2:3)-/ (OUTSIDE) 15-2339 ;ILL USE BOX SP AT 1/3 SPAINq TO 2/33 SPAN FROM tACl OtJgUPTI!Mi BOTTOM OF SHUTTER I TYPICAL INSIDE CORNER CLOSURE ¶I CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY Nis Zf(ri SCALE.3'=V-O" d I Ema _j I .. .• .. TAANX L.6EtMM00.r.0 CONNECCIII TYPE RE EA RENC TIE ST STRUCTURE _ SPACING �1t1yV� si CI CONNECTION 7YPC X. 1/4-20 MACHINE BOLT �+ REFERENCE ANCHOR 1/2",5�� W/NUT[N 12"O C OR /.• \ SCHEDULE FOR I4AX. V'— Sl 14 SMS(Rl 6"O.0 = f _ SPACING 2I2- (TYP.TOP.&BOTTOM} _ 'or, 'j*TUBE - . yy 2 FASTENERS ALUM , -'" ^� � 8063-T6 ALLOY WT O m EACH ANGLE- _ wr %.p-•., SEE 7nyy�A FOR SIZE, LT v1 5 ORVI 6 OR x 1/8" ALTERNATE THRU BOLT ww gi OR � o OR?"x Y x 1/8" { Cl CONNECTION TYPE -a TIM'. 9 ALUM.ANGLE ° REFERENCE ANCHOR M$GLASS I, t-4ad 13 y SCHEDULE FOR MAX SEPARATION 13 a _ u1l gggg S THREE 3/16"B ALUM, ° ! �,';.....-- 1" I(i ( SPACING PER TABLE = �� �N I rWZJ Yv ROP RIVETS OR THREE 1(12 SMS,TYP. .. i A GLASS ttt 0 WW z o 773/16"2 ALUM POP _p OR DOOR--{1 Y,O0.4 h OCi��'• TABLE A(Cd) i7 R7V19�D.C.(T YPOR 012 IS /l 4j rN u £ Wtiw4� R PIUSSUREVSALLOWABLELENGTH \` / _ 5OOR OR MAY USE MALE OR "`� _ w I- ''ut PSF 2NN.a/0 3N�8j0• FEMALE LOCH-SLAT ~' oo \ _ 62 13V L6$' 13 ALTERNATE THRU BOLT w 1/4"MAX FROM PIN 72 fM" 179, C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING a — CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR ,I"' \ WASHER ITYP.1 ur $2 119" 17Y NIS SCHEDULE FOR MAX SCHEDULE FOR MAX 92 114" 16V SPACING `=� ^ 102 110" 160' 114x3/4"SMS Cat 9'•OCh a ' ANGLE TO TUBE CONNECTION of rn 120 104' 147" TABLE B(DC9) EXISTING H057 2"x 2"x 125- =,F�x 19 2Ai 6063-T6 ALUM TUBE 4T 131' EMBED. O= 2 66" 114, PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE 2AZ'xi�$' 3Xi'kiJ($$"^ EDGE DISTANCE REFERENCE ANCHOR PSF WCM e/O 4V1TN e)O SCHEDULE FOR MAX 62 113' 166" SPACING FASTENER CM 18"0 C. E 3W3 72 107 157 (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION = 62v 101' 14T W ANCHOR SCHEDULE). SCALE 3'=i'-0'• 92 95" 139' S �c 102 90" 132' � � 5 � RO eT L2Y L� 21.IDE 2"x 2"x3/16 RIVET OR N12 SMS 090"6063-T6 *_TA 318"O.C. OR 1/6-2 1T ALUM TUBE TYP. TIONUI&BOLT(TYP.). 3/16"2 ALUM,POP LALUM. TUBE RIVET OR It 12 SMS GLASSozw1B"O.C.(TYP.) OR DOOR6063-TG ALLOY SEE jg$).E@ FOE2'StZ£. z"x 5"x 7Gu m2 FASTENERS COV$ � �EACH ANGLE ALUMINUANGLE1'n 2"x.093"6063-T6 OPIONAL ANGLE 11 ALUI4.ANGLE,TYP TtiREE 3!16"2 ALUM. ORIENTATION TYP.POP RIVETS OR t7 17 THREE Itt2 SMS.TYP 0 0 1" 4 CONNECON TYPE OR2"x2"x1 8"ALUM.ANGLE SRE NCHOR CHEDULE fpR MAX Im ka1,aUSE MALE OR FEMALE SPACINGLOCK-SLAT -' — . NG CONCREG WPO401t I'MML78WWAL 13 13 BLOCK OR WOOD FRAMING 15-2939 (OUTSIDE) EE INSIDE SILL MOUNT SECTION OR x S. s GALVANIZED SCALE:3"n 1'-U" CC4 TYPICAL CORNER CLOSURE DETAILS S S.5715,3/16'•2 ALUM IJrs POP RIVET aR v4-2G SIDE CLOSURE OPTIONS MACHINE BOLT 8 NUT SCALE:3"v 1'-0" �9 Cul 18"O.0 FRANKt.OEHNAROO P CS CONNECTION TYPE 0 Ij548 REFERENCE ANCHOR EXISTING y U{ Z�-' SCHEDULE FOR MAX STRUCTURE SPACING GLASS q n r^ Gt.A55 w Ci CONNECTION TYPE I 5 MAX 1/4-20 MACHINE BOLT •• 1 OR UUOR w u} OR DOOR-- --- ¢w REFERENCE ANCHOR/ O / W/NUT 9b 12"O.0 A k No SCHEDULE FOR MAX. 19 it tL SMS(pl 6"O C= _ _Q } , T W 4 FUN 13 j . SPACING 1/2" OYP 70P 8 BOTT6MI MIN 13 Uj w h j 2 x-u W L'J` l0 ry:7F GLASS N F m /2.. -_-D o 1/4••-20 THRU BOLT W/ GLASS X m EPARAVON m-N4 z "'i T ` 'EPARATION a=q 4 014 x 1/2"SMS IN 12"0 C 'Z z H "� LOCK NUT{�12"O C OR g F w F OR 3/16"0 ALUM POP PER x p w k 7r w et 12 x 1/2"SMS C 12"DC E.S. PER �N CM TABLE 2 � w�.,•M rABLE2 h RIVETS G"O.0 OR 1//."0 E u .J i t tt OR 3l16"W ALUM POP w'0 ALUM POP RIVETS @ 12-OC. m w O OR 6 i is RIVE t S(i0 6"O.0 E.S. IR 1/4;'0 ALUM,POP RIVETS Il _ �tt4"MAX.FROM PIN ASSEMBLY 11 AND 3� "• �lu tt/J 1 >t]V L 12"O.C.C.S.----- - S r _7/4"MAX FROM PIIJ HN GLASSQ SEPARATION O9 AND 10 / GUIDE TO BUSHING 1/2-TYP. t�iUtt)E TO U NG PER TAOLE 2 13 m x Q•- o m WASHER(TYP.) ww ASSEMBLY WASHER ITYP I .. - 7 w �n9„ � / 112" III"TYP EXISTING CONCRETE, t IY 3 CONNECTION T(PE OR GLAPOOR—�I Nt, 111111!!! S,..I Jw� }� BLOCK OR WOOD FRAMING w EDGE REFERENCE ANCHOR u - Y X 21Q- yE`H w / —C4 CONNECTION TYPE DIST SCHEDULEA SPACING FOR MAX E o, Ow W / EDtiE REFERENCE ANCHOR DIG7 SCHEDULE FOR MAX -•» 4 "+� SPACING AS SHOWN -C3 CONNECTION TYPE Iti DIAGRAM ON PG-9 Lwa I' REFERENCE ANCHOR EXISTING CONCRETE, °J o S3 O OR 66R 'F--" SCHEUULE FOR MAX. BLOCK OR WOOD FRAMING 1Fti SP AC1140 ALT FASTENER J2., 1/4-MAX FROM PIN LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TD BUSHING MAX FROM BACK ANCHORS NOT REO'D REFERENCE ANCHOR in^ WASHER ITYP,) rnN WITH THIS LOCATION {H}INSIDE MUUN 1' SEC(tQN SCHEDULE FOR MAX 1 t� PIH GUIBE TO �✓ SCALE 3"e T-0" SPACING BUSHING y CONNECTION TYPE BWASHER TA' INSIDE MOUNT SECTION REFERENCE ANCHOR 1 L J SCALE:3' 1'-B" EXISTING CONCRETE, SCHEDULE FOR MAX hero o m BLOCK OR WOOD FRAMI EMBED. TVP. BO=_-� UO BUILD OUT MOUNT SECTIO14 TTOM EXISTING CONCRETE, SCALE•3"Q 1'-0" S BLOCK OR WOOD FRAMING � � - E r Y+S 4 NOTE:FOR DETAILS A.8,D,AND E ON THIS SHEET, EDGE DIST EXISTING o S THE BASE TRACK MAY BE IN TALLED IN SECTIONS 4 CONNECTION TYPE EMB STRUCTURE w fy WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS a REFERENCE ANCHOR 5 CONNECTION TYPE 3 A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEUULE FOR MAx. !�QQ m EO E REFERENCE AN aS A MINIMUM pF 12"LOIJG.THE SILL OR CEILING TRACK w _ S 6 SPACING SCHEDULE.FOR MAX 13 USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING � PAC �r OVCR THE GAPS BETWEEN SECTIONS. 3 i5 SP�AC, ' w 1/2" (J'RO m t- GLASS MIN 7a w O OR DOOR qGLASS p B OX r.1/2"SMS LiL M 'EPAER 73 = z 13 W I,1� ¢ M O.C.OR B/16-0 ALUM, PER N lym 1-idi 3d a$[ rw 70 POP RIVETS LI�6"OC TABLE w = w X 2 r CLASS OR r ' M OR 1/4•'0 ALUM.PUL' Q rc(L DOOR HFI.GLAS tx-2 u J 6 Ea E U 6 9B e 13 =x_z-, RIVETS[aT 12"UC. F oa Prt I I Ire��U1°I 3 A MINEP GLASS N H 8 U pt m PER TABLE 2 'E SEPARATION 2 _ Z O Z a "`�� x Z U Z E- PER TABLE 2 x Z a 2 1- x I'L 1/4-20 S.S MACHINE �o p GANp"' I -1/4"MAX FROM PN v' y SCREW&tJU7(at w y ASSEMBLY ` 1/2" GUIDE 70 BUSHING 12"O C. GLASS a o TYP. WASHER ITYP.) u ti - OR DOOR t 1/4"MAX.FROM PIN m o _ 1 "MAX.FROM Poi i ' ( x GUIDE IU BUSTING w "' 4 CONNECTION TYPE 1/ GUIDE USHtNG � `x E WASHER(TYP S 6EDGE/ REFERENCE ANCHOR / O WASHER IT = m EXIST CONCRETE, DIST SCHEDULE FOR MAXt�1P7RpITR6WiL8r37NR70PE n BLOCK OR wOpD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 r REFERENCE ANC14UR 15-2339 on - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEUULE FOR MAX. SCHEDULE FOR MAX _ �'ALH lfe,••CONT / •--�- 3 CONNECTION TYPE 1112 x 1/2"SMS(<a 12" SPACING 063-T6 ALUM,ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER PArlt jggP q&, SCHEDULE FOR MAX O C OR 3/16"0 ALUM LOCATION FRONT AND CXISTING CONCRETE, MAY O REVERSED .. POP RIVETS[d 6"D.G BACK ANCHORS NOT REO'D R OCL`K-O OOL)FRAMIIJ S SHOWN DASHED} SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION \`�.`,� WALL MOUNT SECTION RIVETS 12' DE. F V1ALL/BUILD 11 �9 D E CEILING / INSIDE MOUNT SECTION r SCALE:3"=i'-0" SCALE:3"=i'-O" SECTION Q SCALE:3 1'-0" - NK L BCNNM00.P.E. MIN Gtnss - tUI { alg;av is�t GLASS SEPARATIONO J -� OR DOOR PER TAME �, '•••I 6V •t Ittt1 p V /—GLASS OR � U F M DOOR �* No P 00465 'd ' a Z GLASS OR MN GLASS 14 w Il a In SEPARATION -� UT ,19 ry X N MN MASS tx' PER TABLE 2 I a=o w =r W ISEPARATION a m PER TABLE 2 I'a V� 13 a wa'U/1 13 X zoN � QZO /2" F J z C1 CONNECTION TYPE a o J phi CCC& 1 1/4"MAX.FROM P114 GUIDE 29 �+a REFERENCE ANCHOR S_ Ua W new E a 71v N 10 BUSHING WASHER IT YP) SCHEDULE FOR MAX. / 111J .250" SPACING ___—_ a:n N rLi TWO 1/4"0 W000 YI LAU SCREWS(T 2/.•• 4 CONNECTION TYPE d SIB O C MAX WITH 2" EFERENCE ANCHOR I� p THREADED PENETRATION p SCHEDULE FOR MAX. ~ F, "T"INTO CENTER OF 2X STUDS /m SPACING /� I 18 IBh / ,_ EMB "T• 14 SMS(a)MIDSPAN BETWEEN /t t5:. STUDS FOR TRACK TO 1"x 4" ExISTING H - FLOC TUBE PLYWOOD R N TUBE CONECTION r_ STUCCO FINISH I•• 3- x 4"x.125" 606T6 ALUM TUBE l/N�DECORA I IVE FLOOR TRACK DETAIL �J WALL MOUNT SILL DETAIL W p THIS DETAIL TD BE USED WHEN STUD SPACING ��/ SCALE:3"=1'-0' // v SCALE:3"=V-0" EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECTION THIS DETAIL MAY ° C C' SCALE 3"=1'-0" ALSO BE OUSED z Ig r3: AT TP o]`17 v a m 1�� yJ O3 O 0 J ACCORDION SHUTTER !? I m g PER PRODUCT APPROVAL Fi —GLASS 1- o MN GLASS OR DOOR F' N I ° SEPARATION 13 D N -0 IA II PER TABLE2 w I EXISTING WOOD 1G=0.421 p APPLICABLE ATT'OP X Z M z TRUSS OR RAFTER - 2 AND OR BOTTOM ax a [w 2a MAX. E IA EXISTING FINISH MATERIAL II ,I 1/2'MIN. 5 6 - 1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 >S TO BUSKING WASHER ITYP I ALUM.ANGLE W/TIIREE I g 1 2'X 3"K%"x CONTINUOUS OR -14M.NSTRUCMRE J 2.175" 1/4"TILE(TYP.11/4"tD WOOD LAG2'x2"xYe"xCOHTIN0005 IIIMATERIAL SCREWS WITH 2-3/4"6061T6 ALUMINUM ANGLE MINIMUM THREADED 3BOLT( 7"D.C. PENETR.-'T"114 WOOD @ 5 6 .. MIN.THICK 6061-T6 ALUM TRACK X --1/4"P A325 GRADE THRU BOLT(d 7"OEACH RAFTER OF TRUSS, _ 4 ANGLE FASTENED TOASTENED TO ANGLE WTRi 1/4-20 S OR 5116"0 A32S GRADE THRU BOLT 0 12"'0 C 24'-O.C.14AX WHERE EXISTING 3 KSI CONCRETEACHINE SCREWS AT 3"FROM ENDS' GALV.OR S.5 ANGLE EXTENDS BEYOND p ND 9'O.C.FOR THE BALANCE LAST TRu55 t40RE THAN u W CCC HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6 EXTEND ANGLE TO GGG••• S �'�"0 ELCO ULTRACONS ATE%!STING CONCRETE HOST 5'0.C.W/1-1/4"MIN.EMB. NEXT TRUSS. 3"FROM ENDS AND 4"O.C. 2-1/2 (3000 PSI MIN) OR 1/4"m LAG SCREW(m 9"O.C.w/I-7/8" I-w 7 H FOR BALANCE WITH 1% MIN.EI•IB. IN WOOD SG=0.42.i0 0.55. j IA N w W MIN EMBEDMENT AND 2 MAX.DESIGN LOAD AT 5'•0"MAX SPAN: 13 x= x > 362 P.S.F. EXISTING CONCRETE. / / N0Dum MIN EDGE DISTANCE! HOLLO W BLOCI<OR .=O Z F WMIOBIRFNRSLBIN100lE STAGGERED W17rH 3"MIN. MAX DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEF. 2"x 5'•x 1/8"CONT. 15-2339 SPACING,7YP. t 52 P.S.F. ANCHOR SCHED. ALUM ANGLE 16063-T6) F-'o a - -SED ON TYPE OF �. IA m • .0 BUILDOUT MOUNT STRUCTURE < P"GNURCM f1ORI A HO SCALE•NTS IMAX.DESIGN LUAO x 72 P S.F) _ PASS THRU DET AILa Hb •-B" OK TRUSS MOUNT SECTION SCALE 3"-1 �y ; EXISTING HOST ALT.LEG DIRECTION 1 RNOCLE. 9Ex,iaOOA v, , AcQQl, STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/0"MIN 12"MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE AX (2)6063-T6 ALUMINUM TOP OR BOTTOM ANGLES PER BEAM END,SIZE 1/2" PERSPAN TUBE SCHEDULE _-�- EMBED. I SPAN TUBE PER - ry DESIGN SCHEDULE o U, ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT Qe '. •� -)F' EDGE OF ACCORDION 3 _ 12"O.0 OR#14 x 3/4"SMS 6"O.C. `T�s• �'11E {., 8 SHUTTER BLADES lE j•. 3.5"MIN - r' TYPICAL I�-- 1/2" 3"MIN {Cu EDGE 2,875"0 HOLE(TO RECEIVE DISTANCE MiN.GLASS ~ zX 8'O 555000ottt ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 13 xW O wL(J sM w �w MAXIMUM OF 3 WINDOWS GLASS OR PERTCo 0 PER EVERY OTHER BLADE DOOR T Oj N .16 ra 1 LIGHT-N-VIEW WINDOW �� JEDGE N¢Z .w • ��� EDGE ('1/2"MAK �u 4 .a O d 8 N.T.S. EXTERIOR ELEV =p DSTANCE 'j" S 6 - N Ln L O W 3 16 1/4'•MAK.FROM PRN GUIDE G TO BUSHING f WASHER f YP . 1 F^ 0. ACCESS 1/4-20 MACHLNE BOLT W/NUE p w 4m 1/2' HOLE 12'O.0 OR d14 x 3/4'SMS G"O.C. rn Y 2.875'0 HOLE TO �- � SPAN TUBE PER w 3 RECEIVE ROUND EMBED. I DESIGN 5CHEDULE ��TIMMM�✓✓✓✓ 3f3} WINDOW ASSEMBLY (2)6063-T6 ALUMINUM 1q rAX. ANGLES PER BEAM END,SIZE G 5 le EXISTING PER SPAN TUBE SCHEDULE g HOST 1/4"0 THRU BOLTS SEE BEAM zm STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -� 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m EMBED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM p SPACING,AND 3'MINIMUM EDGE DISTAUI E 0.125" 0.125' 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF ., a o S 3 SPAN TUBE SECTION 0.196" // \ 8 N.T.S. VERT SECTION p� IS 4g" / \ SPAN TUBE SCHEDULE h r `� ALLOWABLE TUBE NUMBERTS NUMBER OF ANCHORS PER MINIMUMANGLE TUBE SHUTTER I SPAN THRU-0OLT9 ANGLE LENGTH d + a ROUND SIZE SPAN 1J WINDOW TOP BOTTOM TOP B07TOM 701 BOTTOM 701 B01TOM p7 e J ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d 1\ / m 7x6Y 60" 123.8' 1 135.2' 2 2 2 3 4' i 7" O Sl G O f[ w 101.T 10G.B" 2 2 3 3 T T \ 123'- 88.8' -!WF- 22- 3 .3 _ T_- -T 25,8k 80' 129_1 167.0' 2 2 2 _ 3 4' 7' Moll / / \ 0.126' 00' 114.0• 1244^1__ 2 Z 3 3 _ T _ T 123' 102.8' 109.8' 1 2 4 4 10" 10" Q 00' 130A' 100.0' 2 2 3 3 7- 1_=_ B 9� 02.875" 0.129' B6' 122.7" 155.7' 2 2 3 4 7" 10' Ri'qy P Q;3.250" ) 123' 115.4' 137.6' 2 3 4 5 10" 13' d t€ d 4 ' \ / 0.1870' 123' 132- 203.1' 3 4 5 7 13" 1B' ii1!8 1 LIGHT-N-VIEW WINDOW � � 29 i/ SPAN TUBE SCHEDULE NOTES: IL[RLIlL4WmoPt N.T.S. 'SABIC PLASTICS SLK1431T-UL-94HB x x 4"ANGLES FOR 2"x5"&2"x6•BEAMS. 15-2339 2. USE 5454'/4"ANGLES FOR 2"x8"&2"x10'BEAMS. 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rwe opsclL�m 4. TOP B&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WIN DOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHOR$ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 9 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARE NOT ALLOWED: O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. U i ANCHOR SCHEDULE: CONCRETE FRMK I_BENNARDD,P.E.f fit fill rP£4#H65'a9 f�-;: 2,5'MIN EDGE DISTANCE 1�� n LOAD Spans Up To 6'-V' 5 ans U To 8'-3" Svans Up Tv 12'-0" ,�� r C» CONN TYPE CONN - CONN TYPE ,• • _ ANT' IPSO Cl C3 C C1 C2 I C4 C5 C7 C2 C3 C4 CS IP4"ITW TAPCON ORELCO 43 36."16A' 5.0"16. '146.1' 6.0'SG.O" 4. 16.0" 6.D" 9,5" 5S" B.5" 24.5" No Pt 000 _ ULTRACON WITH 1-3/4° 16.0• 10,9"14.5' ID.O"1 E 7.0" 10,5"26.0"15.0" 7.5 i.5" 7.5"10_5" -�- EMBED(3192ps!MIN CONC) �62 16.0'16.0"0.5" 12.5"16.0"16,0" 9.5' S,S" 8.5" 25.0"YS.O" ZS" q.5" 7.5" 10.5' - ;• * 1J N 70 16.0"13.0'• 7.0" 21.0"36.0"15.5"0.0' S.0" 7,5" 11.5"IS.O" 7,5" 4.5" 7.5" 10.5" Z QH x A=- T ' - - - 7 i 8 CONOI14A TIOij 0 STATE D - i 100 19.0" 7.5" 9.5" 7.5" 10.5"15,0' 7,S' 4.5" 7.5" 20.5"15.0"7.5" 4.4' 7.5" 10.5" S ITYP. T m 174'MILLS 3 ILLFAST 43 18.0"16 15.8"16.0"l5.6"16.0"26.6" 9.0" 13.5"S6A"16,016.5" 9.5" 9.0" 13.5" 9 / 10 CM4DINATIOFY � •,a{GRID S WITH 1-3/4'EMBED(3275pS1 53 16.0'if-film 5.0"16.0"16.0"11.0•' 7.0" 10.5"16.0"13.5"17.0" 4.5' 7.5" 9.5" �i�s/O•'•" y N MIN CONCRETE) 62 38.0"I5.9" 3.0"-16,0•'26.0" S,V• S.5" 9.0" 13.5•'13.5" 7,0" 9.5" 7.5" 9.5'7 1 O _ 7!7117!11 1J 70 18.0"12_0" 7.0" 12.0"*_070" 7.0" 4,5" a.0" 30.5"13.5" '7.0_ 4.5" 7.5" 9.6" { S 19p 13.5" 7.4" 4.5" 7.S' 5" 7.0" 4.5" 7.5" 9.5" 23.5" 7.0" 4.5" 7.5" !.arynn.X+�2,,,, ELOD CRETEFLD(SS4 q3 16.0"36.0"16.0"TGA" "16.0"13.5"f6.B"26.0"16.0"12.5' 8.0^ 13_0"16.0" WI'm �W r EMBED(33500 MIN 53 36.0••I6A-16.0"10.0 0"16.0"10,0"15.5'16.0"16.0"30.0" 6.5" 31.0"14.0" 1 v S ITYP. 2>,5 ITYP) 1•! S$ryy�CONCj62 36.0"26.0"l2.5°tG,O" p"12.5" B.0" 13-W 16,0"16.0"10.0" S.-TS' 11.0"14.01 " 1570 16.0"38.0"10.5"16.0" "]Oy5" 7.0" 11.5"15.0"26.0"10.0" 6.5' 11._0"14_0"100 16.0"140" 0.5' 51.0" ,"10.0" 6.5" 23.0"a4.0"16.01 l0.0' 6.5 22.0" 1MIN EDGE DISTANCE O W 6T -- --- -- NOTE. '•S"INDICATES ANCHOR SCHEDULE SPACING ,W.10 p CZ C3 C4 C5 CI C2 C3 C4 C5 T47. C9 C9 CS 1/4"ITW TAPCON OR ELCO 43 16.0"16.0'• 7.5" 8.0' 16,0"16.0°16.0" 5.0" 5.5" 16.0'"16.01119.01, 3.0" 4.4^ 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4" 53 I6A"16.0" 5.5" 6.5" Law,26.0"12.0" 4.S"' 16.0•' " 30.0" - C2 CONNECTION TYPE USING PIECE {10 WITH OUTSIDE EMBED(3192ps1 MIN CONC) 62 16.0"15.5" 4:5" 5.5"_16,0"16.0" 9,0'_ A.0" SA.S" " 10.0" RNCHVRS ONLY G - C4 CONNECTION TYPE USING PIECE ©WITH 4.L1' 5.0" 16.0'•15.0" 7.5' '" !YA" " Lo_-E OUTSIDE ANCHORS ONLY �q7 100 14.5" 7.S' �j"' ' 10.0"14.5' 7.5" 10.0" ` 10.6" ri A 3f4'MTLlEN1UM MILLFA5T 43 16.01 16.01 11.0"13.5"16.9'•16.0'•13.0" 6.5" 915" 16.0"130" 7_0" 4.0" 6`5" 30.5" W B WITH 1-3j4'EMBED{327Sps7 53 16_4"35.01 6.0" 1I,0"ib.0"I6,0" 9.0'• $A" 75" 1G�0"10.5" 5.5" S;5" 7.5" ANCHOR NOTES: MIM CONCRETE) 62 16.0'11.5" B.0" 9.0' 16.0"13.5" 7.0' 4•U" 6.5" Y3A"10,5"-5.5" S.5" 7.5" 9- 70 i6.o'• 9.5" 5.5 B.0' 16.0"21.5' S.5 S.E. 8.5" 20.5"5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 'i(M�a�■(~ d p$ 100 10.5" 5.5" S.S' Z5" Io,S" S.S' S.5 7.5" 30.5" 5.5" 5.5" 7.S' ONLY.ALLOWABLE STDRM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE !! 14 s V a ppD LINKED TO THOSE SHOWN IN TABLE 1(Pg 1). 1r a.E v m IC xo 1/4'ALL-POINTS SOLID-SET 1-1/4'MSN EDGE D15TA12CE O-Q vg 33 u ANCHOR W/7/8'EMBED& Cl C2 p C4 CS CI GZ C3 C9 CS Cl C2 C3 CA CS 2. EQ�N{T�1EHR ANCHOR SCHEDULE BASED ON THE EXISIiNG STRUCRIRE MRlER1At, -m'iI OTO PE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 55 MACHINE SCREW 43 i6, 15.0' 6.5" 10.5'16.0'•16.0.12,0" S.S" 7.051 26.0"12;5" G.5° 3.D" 5.„_0" 10.0" AL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREA7EFR � � (3006pst MIN CONC) 5J 16.0"15,0" 6.5" s.v` I6.p"I6.0" B.5"9.0"' fi.0" 39 5"30_0"55" 4.0" 7.0" OR Eq.ALT.SHUTTER SPAN. E -62 16.0"1S.0`" 5.5" 7.0" 16.0'•12.5' 5-SO.S' 3.5•' SA•' 1p.0"1q.0" 5.0" q.0" 7.0" J. SEE MINIM ONG SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1= • 70 16.8" 9.0" 4.5" b,D" 16.0"20.9" 5.5" 3.D" 4.0" 8,0" 20.0"S.o" 4.D" 7A" IDO 10.0" 5.0" 4A" LO" 10.9" 5.0" 4.0' T.0" 1q.0" 5.0" 410" 7.01' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o�3 R i/4'ALL-POINTS SOLID-SEr 3'MIN EDGE DISTANCE -- y _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEOULE FOR PROPER $ -- --' - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE =' ANCHOR W/T/a'EMBED& Cl C2 p C4 C5 Cl C2 p C4 G5 C3 C2 C3 fA C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF �Q 3/4-20 SS t4ACHIRE SCREW 43 Y6,o' 26.0"]b.Q"I6.0"16.0"16,p"26.0"11.5"]6A"]6.0'"16.01 il_ff' 7.D�11.0"16.0" CONNECTION TYPE. aF g. (3000p21 MIN CONC) 5516.0"13.5'1.0'I 16.0"16.0"14.0" 8.5" S. ALLCONCRETE ANCHORS SHALL BE INSTALLEDTO NON-CRACKED CONCRETE y ,y •� 12 16.0"16,OF'10.5"I6.0"16.0"ISO'11.0"-7.0" 11.0"36,11-16.0" BS" 5.5" 9S" SZA" ONLY, 111444. X111 6 70 10.0"15.0" 9.0•' 14.0"16.0"16.0" 5.0" 6.0" 10.0'•13.0"16.0" 045" S.5" 9.5" 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 5 100 f5A" 8.5't 5.5"19.51-112.0-1116.0-16.31, 5.5" 9.5" 12.0"16.0" 8.5" S.S' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4•POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE - LEN IS SHALL BE AS NOTED AND DO MGT INCLUDE STUCCO OR OTHER W/114.20 SS DOLT AND C3 I C2 I C3 I C4 I C5 I Cl 1 CI 1 C3 I C4 1 CS 6 C2 C3 C4 C5 FINISHES. _ 1•EMBED(3004psi MIN 43 16.0"16.0"iq.0"16.0"16,04160'114018.011" 22.5"16.0"14.0" 7,5" S.0 8A" 11^,_5" 7. WHERE EXtSTING STRUCTURE IS WOOD FRAMING,WOOD FRAMIttG CONDITIONS CONC) -•53 16.0'16.Or 9.5" 34.0" 16.0" 9.T' 6,p" 10.0"16.0"11`5" G.0" 4.0" 7 0" 0.0" ME MSERSLBOT�PL"f�W00b F 7ENING TR INTO ADEISUATEEEPTABLE ONLY FGOR TT 6Z 16.0'•22.5"-7.5' 22.0"36.0"24V5" T.9' 6.0" 6,5' 11.5"11.5" 6.0" q.5" TA" &0" SIDE CLOSURE PIECES. 6 d q 9a • 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" %V- 7.5" 9.0" 11.5" b.0" 4.0" 7.0" 8,0" Lt¢ 6 300 11.5" 6.6" 4.p" T.6" 8.0•' 11.5" 6.4" 4,0" 7.0" 0.0" 31.5" 6.0" 4.0•' 7A•' 0.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN _ -IR'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4`TIN WOOD STUD.3/4" �+ R EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING G SCREWS SHALL b d 0 d a W/1/4-20 SS BOLT AND C2 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 CA CS HAYS PHILLIPS PAN MEAD OR HEX HEAD. 41 1'EMBED(3900PS1 MIN 43 16.0"16.0"15.0"16.0"36.0"16.0"14,5' 9.0" 17.9'16.0"15.0" 7.5" S!0" 9.D" 12.0" GGG d CONC) 53 16.0"15_0"10_5"15.0"16.0".16.0"10.0" 6.5' 10.5"1&0"12,0" 6.0" '4.0" 7.5" 9.5• 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMEENT OF THREADS IN e 62 16.0"13.0"9.D"' 22.5"16.0"35.0' 8.0" 5.0" 9,p"12,0"12.0" 6.0* 4.0" 7.5" &5" WINE AND MAY HAVE EITHER A PAN MEAD,TRUSS H1AD,OR WAFER qq • -T-------- HEAD(SIDEWALK DOLT),U.O.N. 8 10.5" 6,0" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. '11SSYY @ 7(N 200 12.0" 6A" A.0" 7.S' 1 ,5" $.5" 12.0" 6.4" 4.4' 7.5" a,5* e 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 'IN I(p'� •�R R32 SMS Wj 2'EYEWAU. CS Q C3 C9 tS CS C'2 p C4 C5 Ci C2 C3 GT C5_ NUT OR WASHER WINGNUT. ARMOR INSERT W/2'EMBED 43 16.0"16.0"21.5"144"16.0"16.0"16.0" 74" 10.0"16.0"Aq' 9.0" 4.5•' 6.5" 13.5" COPIRDOOWITLmAvmORE (IDODpsI MIN CONC) �53 16.0"16.0' a.5" 13.01 16.0"16.0"12.5"5.9' 8.0" 16.01 24.d' T.Q" 3.5' 5.5" 30.0" 1L MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHORSCHEDULE. ],15_2339 62 16.0"15.0'• 7.0" 9.5"16.0"16.0" 9.0" 4.5" 6.S..14.0"14.0" 7.0" 3.5•• 5.5"10.01 SZ WHEN AHCHORfNG TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO DIwuu _ 70 16.0"12.0" 6.0" a.D^ 16.0"14,9" 7.5" 4.0" 6.0" 10.5"14.0" 7:0" 3.5" S.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHO(1LD IMPACT DRILLS BE USED TO INSTALL piva pE7C�flR11N11 100 14.1)" 7.0" 3.5" 5.5" 10.0"14.9" 7_0" 3.S'• 5.5' 10.0"19.,0" 7.0" 3.5" 5.5" 10.0' CONCRETE SCREWS TO NO BLOCK a125M5 W/2.75'EYEWALL 43 16.0",16.01 16.0"36.0"16.0"16.0"16.0"10',0•'14.0"16.0"16.0"13.5" 6A" p.5" 16.0" ARMOR INSERT W/2_51 53 16_0'16.0"_12_4"36,0"16.0"16:6"15,0"7,5"11.0'36.6•'16.0'9.0" 5.0•' 0,0" 13.0' EMBED(2000pd MW C'ONC) 62 1.6.0"16.0" 9.5"13.5"16,0"16.p"13.5" 6.5" 9,5'" 16,0"26F 9.0" 5.5'• 0.0'• OF 74 16.4"SG.O" &0" 21.5'•16.0"16.0" 9.5" S.5" 9.8" 14A•'S6.D"9.0" S.0' E.5" 13.4" 100 i6.0•' 9.0" To-Ir 0.0' 13.0"16.0" 9,0•' S,0" 8,0" ]3.0"16.0" 9.p"S.0" 8,0" 33.0" • . • • aCONC) mug 1-3/4'EMBED(2899PS1 MIN ® �• rl =9117m. 1-3141 EMBED(3500pi TIUN Em CONC) mm al Ml �� • �� n �maa�mmmm©m©Ingo mm© m KUHR no W.� � FEm! MIN oil � ® cUia/Uia�� %/////f/////Ili%/fU% //U/U//%/U/f�%%////iBomaNEW MOM , no MR�iiii/�iiai,���ii///iiii>�iiii _ ///////U// %/////%//// Umml . ,,; Dm©�lmmOmmD©mmm�m©mmDD©mmm //�//�/i.� �• ��mmm�m©mOmm�m[�1mmm©mmm©Om©gym®©Qm© ����� EW 1/4-20 SS MACHINE SCR MIN 3/4'EMBEDg#JVN %////0 a m a�///.IGLU®mU/////.//,.f//h.Lm m K m%//�//.%///.� • m©mm mmmmm©©mmm©o EFS //y/y�////'�l%/�Y�'�' %%//O//%y/i'U// ,'/// 1//%i•%////,/01%%i.� MOM ....... mom0/m�m���W/%i mmmmmm /////%L i �� % FBI .�. 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 11111U PRAND46549 ARDle P:E. `Y31BPEDKLBE :`j fi;f 2'MIN EDGE DISTANCE ���`r1�••• i . LOAD Spans Up To 6'-0" SDDns UO To B'•3" Spans UO TO IY-0_ s CONN TYPE CONN TYPE CONN TYPE ANCHOR L LOAD c] C2 C3 C4 CS Cl I C2 1 C3 I C4 I C5 Cl I C2 I C3 I CA NO p C5 _* E004654 t22SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 4.5 6.5 15.5 8.5" 4S" 4.0" 7.0" 7 3: 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.S' 5.0" UI *-'D N O8 EMBED 62 1b.0iP 7.5' 9.0" 6.0""_14.5" 9.0" 4.5� 4.0 _7.0' 7.0'• •35" 3.5• S.Oa �,I r O m 70 11.5"6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" S.ST 7:0" 3.5' 3.5"5.0" ��T•'• STATE OFA W >: 100 7,0" 3.5" I 3.B'T 5.0" 7.0" 3.5" 3.5" 5.0' 7.0" 3.5" 3.5" 5.0" i�3YlS`D[ORIDA ANCHOR SCHEDULE: WOOD (G=0.55) YY/rnnll++` Z� i� tS 3/4'MIN EDGE DISTANCE _ rrnn ON z Spans Up To 6'•0" Spans UDTo B'•3" ins Up To 12'•0" u� � �r}LLL z j LOAD CONN TYPE CONN TYPE CONN TYPE Z O ANCHOR (P60 ClC2 C3 C4 C5 Cl C2 C3 C4 CS Cl ' C2 C3 C4 C5 W x ~ 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"114.W' 4.5' 6.0" 16.0" '�Yr 13D a s�i MIN THREAD PENETRATION 53 16.0"16.0' B.5"_10.0"16.0"16.0"16.0" fi3O" 7_0" 16,0•'16.0'•1L5" 4.0°_50. 16:0" �!---����n� 62 16_0"160" 7,0" 8_5"l6_E 16„_0"14_5" 5.0" 6_0" 16.0"16_0"11.5" 4.0" 5cU^ 16.0" W "' H----••.�a�� 70 16.0"16.0" 6.0" 7.5" 16.0"16_0"12_5" 4_ 5.5" 16.d'16.0"1L5' 4.0" 5.0" 16.0" ,.1 100 16.0"11.5" 4.0 5.0" L6.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"ILS' 4.0' 5.0'_16.0" 6 °u{ 7/16'WOOD BUSHING W3TM 43 16_0"16_0" 8.0 10.0 16.0"15.5" B.5_' _4.5' 7.0•• 15_5• 8.5" 4.5•' 4.5" 7.0" 6 6 1.13'MIN EMBED 0114-20 53 16.0•'lOS' S.S• 8.0" 16.0'.11.0- 6.0" 3.5' S.5" ll.0" 7.0" 3.5" 4.0" 5.0" F SS MACHINE SCREW 62 14.0" BA•• 4.5" 6.5" 14.5" 9.0" 4.5'• 3.0" 4.5" 7.0' 7.0 3.5" 4.0•' S.0" n 3,5" 5.5" 12.5' 7_5_ 3S" 4.0_•t14D O loo 7.0"3.5" �� 4.0 5.0" 7.0" 3.5" T. 3 t14 SMS OR t14 W000 43 16.0"Ifi_0"12.5'14_S'16.0"16_0"16,0" 8_0" 10.0" SCREW WITH 1.3/4"MIN S3 16.0"16.0" 9.0" 11.5"16A"16.0"15.0" 6.0" B.0"THREAD PENETRATION16.0"18.0" 7.5" 9.5" 16_D"16.0"115" 5.8" 7.0"70 Um-16.0"•6.5"8.5" 16.0"16.0"10.0" 4.5" 6.0" 9.5" 4.0" 5.5" ANCHOR SCHEDULE: WOOD (G-0.42) LE(E 3/4'MIN EDGE DISTANCE _ IDRD Spans Up To 6'-0" Spans UD To B'-3" SpOps UP?o CONN TYPE CONN TYPE CONN TYPE z ANCHOR (Ps0 Cl I C2 I C3 C4 CS Cl I CZ C3 I C4 I CS Cl C2 I C3 I C4 CS S 1/4'LAG SCREW WITH1-3/4r�43 16.0"16,0" 9.0" 10.0"16.0"16.0"16.0•' 5.5" 7.0"116.0"16.0 9.5" 3.5" 4.5" 15.0" m $ MIN THREAD PENETRATION16.0 16.0" 6.5 8.0" 16.0"16.0"12.5' 4.5" 5.5" 16.0'•15.0" 7.5" 3.0" 4.0'+lLO ' 4f N 16.0 16.0 5.5" 6.5'• 16_0"16.0" 9.5" 3.5•• 5.0" 15.0"15,0 7.5" 3,0" .0" 16.d•13.5" 4.5" 6.0" 160"16,0" 8.0'• 30" 4.0" 11.5"15.0" 7.5" 7.0" 4_0" 11_0"15.0 7.5" 3.04.011.0S.D" 7.5" 3.0" 4.0" 11.0"15.0" 7.S' 3.0" 4.0" iL0"L4 SpLS OR t14 WOOD 16.0 16,0 B.5 30.5"16.0'•16.0"12.5" 16.0"33.0" 6.5". 3.5" 5.0" 10.5'O, SLREW WrtH 1-3/4MIN Sfi.0'.16.0" 6.5" 8.0" 16.0"16.0". B.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7,5O THREAD PENETRATION 16.0"11.5" 5.0" 7.0" 16.0'•13.0" 6.5" 3.5' S.0" 10.5"10.5" 5.5'' 2.5" 4.0"16_0"•9.5" 4,0" BA" 10.5'!. 5.5"• 2.S' 4A" 7.5" 100 105" 4.0" 7.5" 10.5" 5,5" 2.5" 4.0 7.5" 10.5 5.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK [° 4"MIN EDGE DISTANCE LOAD Spans U,p_To 6'-0'• Spans UD To 0'-3" Spens UD To12'-0" ¢ E O ANCHOR LOAONN TYPE CONN TYPE CONN TYPE B[ES r ClC1 C2 C3 C4 C5 C1 I C2 C3.1 C4 CS C1 CZ C3 I C4 i CS R 5/16'ITW TAPCON XL W/ 43 16.0"16.0"116.0"116.01'16,0'•16.0'16.0"15.0 16.0"16.0•'16A•'15.0" 9.0" 14.0'•16.01' d 2-1/4"MIN.EMBED 53 16.0"16.0 16_0"16,0"16_0"16_O"16_0 11.0 16_0"16_0"16_0"12_0" 7.5" 12.0"16.0" 16_0'•16.0"14_0"16.D°1fi.0"16.0'15.0" 9.0" 14.0"16.0•'16.0"12.0" 7.5" 12.0"16.0" 4 70 16.0'16.0"11.5"16.0"1fi.0"16.D 12.5 8.0 12.5 16.0 16.0:2 0" 7,5" 12.0"116.0:' 100 16.0••12.0"7.5" 12.0"16.0"16.0"12;0" 7.5" 12.D"16.0"16_012.0" 7,5" 12.D16.0 *� 5/16'ELCO ULTRACON W/ 43 16.0 16.0"110.5"14T 16.0"16.0"SO.S' 6.5" 4.5" 16.0"11.0"I 5.5 6.5 9,0 OCPMYHRIM'KLEOfWtOPP 2.1/4'MIN.EMBED 53 16.0•'13.5" 7.5" 31.0"16.0"r24.o" 7,5" T.5" 13.5" �m 62 16.0"1D,0" 6.0" 9.d"16.0 S.S' 6.5 9.0" 9.0" 6.5" 15-2339 ' 7D 15.0" 8.0" 5.0"X8.0" 15.5" 5.5' 7.0 9.0" 6.5' ggl6a k Ioo 9.0" 5J5' 6.5" l ,5.5'• 6.5" 9.0 6.5 PAGO 99911in _ 2"MIN EDGE DISTANCE _ - JOA C3 C4 (3 C1 [2 C3 C4 CS C1 C2 C3 CA CS - t326M5W/Z"EYEWALL 43 " 9.5" ]3.5" B4O" 16.II 14,5" 7.5" ARMOR INSERT W/2'EMBED 53 6,0" 62 3.0" 5.5" 7.5" . , . ANCHOR NOTES:SEE SHEET65" .0"126.53.0" 4.5" 9_0" 115" 6.0 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES..0" 3.0" 4.S' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"