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HomeMy WebLinkAboutProduct Approval f Property Information Building Information Owner: Drews Wind Zone: 160 MPH. Address: 431 European Ln Exposure Category: B Ft Pierce,F134982 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 Zone Width(in) 11 Height(in) IFElevation(ft) Pressure(pst) Pressure(psf) 1 Int 53 55 7 31.0 -33.7 2 Int 37 85 7 30.8 -33.6 3 Int 74 55 7 30.3 -33.0 4 Int 37 39 __ 7 32.5 -35.2 _ 5 End 74 55 7 30.3 -39.1 6 Int 155 89 7 27.7 -30.5 — 7 End 74 55 7 30.3 -39.1 8 Int 26 39 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 , t SCIS Home Log In i User Registration Hat Topic j Submit Surcharge Stats&Facts i Publications ; FBC Staff I BCIS Ste Map Links Search d 'blon'-no Product Approval .'"'rUSER:Public User _., Product Approval Menu>Product or Application Search>Application List>Application Detail ' FL# FL13757 R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@en gi nee ri ng express.co m 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 L Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 CO! Indeol.odf FL13757 R6 COT Indeo2.pdf FL13757 R6 COT Tndeo3.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 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.odf FL13757 R6 Eouiv Eauiv2.odf FL13757 R6 Eauiv Eauiv3.1)df 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 lI Dwol.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE 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 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 IT Dwa2. .0f 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 FL13757 R6 AE Eva12.pdf 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 FL13757 R6 II Dwa3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accesslblllty Statement::Refund Statement Under Florida law,emall 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official mmmuniratim with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here-. Product Approval Accepts: 0 ®WE Credit Card safe II I I�II 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING Na AN-P6046S4 W ! CODE SIXTH EDITION 0 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ATI Ph RAL BUILDING CODE SOC)AND INTERNATIONAL RESIDENTIAL CODE RC).T1415 SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN .1-UNLIMITED WIDTH Z IM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION STATEOF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE Q17. REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ......... FLO%',BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN PH)6! PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. ffirill lilt%% 1:1a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201120&03 AND ASTM EiSS7199 E330. z 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM E R6. 1 ED PRESSURES DIVIDED YlY A 1.5 <ib SAFETY FACTOR. z of t' 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND IN IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS SS OPTIONAL w CRITERIA IS INDEPENDENTLY ADOPTED 13Y THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 'G. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 3 C8 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 tn= 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. S. TITEHE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N g S 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCrION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION ...... ___"""-j-0oTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,sigwl),DATED AND SEALED BY A LICENSED ED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION SHLP�AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL U LOCKING MECHANISM,SEE 13. ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM 'TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES MISSILE LEVEL LAUDERDALE FL TYPICAL ACCORDION L -ASTM E1809 E1996&E330 TAS20 1 202&263 SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER TABLE 2: N.T.S. EXTERIOR 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 K.S.I. 15. ALL DOLTS AND WST SHERS(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 3114FO 5052 ALUM.ALLOY. 16. ALL SHUTTERS 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 8E INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAYBE REMOVABLE AT NOM-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19 MOUNTING EXTRUSIONS A BE BENTIO FORMA CURVE WITH AMIN.RADIUS OF 10", INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS DNS M Y MOU M GF I SPAN han 20: ALL DIMENSIONS ON OWN INCLUDE POWDER COATING FINISH. s WABOVE 301 ABOVE 53WABOVE 30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE Z2. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE 23. SEALANT SHALL BE USED ON MCKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-6t8, 2-318* I-Sir TABLE 1: gg" 3-1/2* 1-7/8" 3-5/8' 1-7/8" TABLE I NOTES: 2. 1. DESIGN PRESSURES SHOWN IN"ACCORDION 4-1W ACCORDION SHUTTER 14f 1 4-7/8" 2* 5" 2' ya SHUTTER SPAN SCHEDUIE'ASOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. I HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. Rig 101 11, 2: N0flifiV DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADF COUNTY ANO BROWARO COUNTY POSITIVE NEGATIVE z LINEAR INTERPOLATION BETWE13Y SHUTTER TroMW SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER"AS A scmm DESIGN PRESSURES FOR THE NEXT HIGHER tpsrl fps MINIMUM SPAN OF AT LEAST 30". SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE.HvHz WITH SPANS LESS THAN 30-SHALL Tr too 100 HAVE 2-7 8" SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN 30' BO" _lu ABOVE a >E. 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS is Not PERMITTED,FOR SPANS BETWEEN 71 fOSE 4 120" 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. L. 144* 1 43 40 6- SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM__j E1996-09. \\\\� L 41111 I %FR4NE00/6519� 'P.f<. PR03ECTION VARIES \��pC�..••' }--2.874' 4.874"MAX. `t' L s•'• -1r0-r�2.00N' I ,-L^N•" " y ' -I L . .""pi--•-;�1f irt ' yO�NN,COO1PbD.080' g1I-1�D-1-A1C14-J}634 0,125' 0.0"62" 0.450' -V 170os• 0.100" 1.708"- 0.100 . 30 -0.062 o.080^ D.063• ZI0 7W>��o.+Y _m1xVN . ' TO,. 00.096' 0.0630 . 0.062" 1.908" 0.125' 0.6 0;60 1.993" F 0.00.062' 62' 0.143 0.6300.630f0:0O 0.971 }0 0.143L069" (o 0 0.63" 0.062" O?06 :070" 069 0.630 0.062' ` . . ✓ W o" 9. 0.062" A SUPPORT LEG OPTIONAL 1069 - 0.062 i. : fi a:. gu� L3o7 5.795'MAX. 3 w --5.745"MAX. 81 OWALL 02 (D BUILD OUT WALL. 3O STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK \J HEAVY HEADER SILL LITE HEADER SILL owsi� SCALE:HALF SIZE �� SCALE.HALF SIZE SCALE.HALF SIZE `�� SCALE:HALF SIZE `✓ SCALE:HALF SIZE SCALE:HALF SIZE WO WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS ^� 0.874"j- 2.655" 0.875' 2.1951 -- }---}0.510' 2.195" 1.230' -1 229" ( I I 0.105" 0.060" y •s -�,I:. :.ate:-'--- i I ;: �I` =so fC 0.75• 2.655. _ i ,i ff I -r I �jII �:D.i05 i� Z.362': 4.s4" _V r 1.069" I -- N :I Y�-7 .831' ri - 1- 4.510' {III r� m ll 1.069' '0.105' I j 0.075' M< O II0.075- T r' I BI o 0.075' n c 0.105" 14 i-L _...f_...__:I_I i 0.994' 0.044" 6 - _ �-----4.510'--1 - - t1 NOTE:TESTED THICKNESS OF 0.781' --4.510 -} �-3.506 BARE METAL W/O PAINT IS O.D39- 0 SILL SILL ADAPTER O EXTENDED SILL Ip EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM T3 6.8 STREAMLINE SLAT/BLADE 7 SCALE.HALF SIZE SCALE•HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE R 0.477 �na 0.193-�1_ 080 I I I r 0.590" 0.341'-+ 1 0 510" 0.143" �I ,1}111 O6 f0- 1.70 .070' _,0.245- Ld� £ 4 1.700' 0.143' 0.096" �j' T _LAM & e 1j. 06[1'1 o.11so.oaD 117 p 4.753' R $ _ d 0.090"ry -0.096" ,11 a ' � . I FD0..I0e8D0•• 0.682' 0.6 0.060" � ;iill D.Deo• ���rta�8r�00�n�le4�Wxc rn .044' . 0,693"j 15-2339 NOTE:THICKNESS OF BARE 2.822" 0.420' fin' - - METAL W/0 PAINT IS 0.039" lE9�0�i►TIaMI Ig 6.8 STREAMLINE STACK 16 RADIUS CEILING hIEADER/STEL 17 6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL SCALE:HALF 512E SCALE HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE 99 ' FRANNL BENNM00 P.E_ • `I`III1111111// IP®W65�9 ;?:,,•�.r NK- . - -{}-0.125" 0.610" STAINLESS STEEL •280.7 NYLON WASHER OR ` Q.P;••"Ll � � , JJ.9 0^ ALUMINUM 0.357• ASSEMBLY *I.., F •, - SEMBL0 HOLE D.50' � No N #- 0.276' pFOp 0 810 x 2-314"410 Hi S.S, 465 Q -NYLON ,p.•� a a W INSERTS SCREW W/TC ULTRACOTE �-• r 0.591" _O 4g L5 0.880 0.05 WHEEL O o x0;120'c INTO COATING ry IIp r �- TRACK (TYP TOP @ BOTTOM) n 0.062" 1 •. ST,gTC .•/ s I -- - _lAoD"-} }-0.240" I P itp pp hum i JI- 0.750' NYLON BUSHING W/WASHER. L_• -i T/ uiG m Yi• r O .............. i I TYP.AT EVERY OTHER 0 870• 7/16"0 x 1/2'0 INTERIOR JOINT TOP 0.154' I'-0-137' �i�7N,9 > --5"MAX.-� INSIDE JOINT AT TOP. 7/I6"0x1" INTERIORJOINTBOTTOM EN Il, 7lJ o ^_x CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON E%TERIOR F11111111 .7¢ g M. 1g ANGLE HOUSING-ZINC OLCAST,POWDER COATED 7 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT 0 P =g SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE IXiJ SCALE-HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE Z w OR KEY/THUMB TURN OPERATED INSIDE. W N _ f �o.z5o• 23 BRASS PUSH LOCK 3� SCALE:HALF SIZE VIaAx ow at R0.155" 1.978" 2.125' .Wi O 0.236' --1.742• 0.286" 1.603" 4.000" 0.267" RO.500" 0.500' --1.710" -1.224"- g 0.623' D.531" - •^i 0.790' 0.090^ 0.319" 0.531" ;2fi o m 0.084" m � c 0.2 - o 2.250" a 0r7l.' 09 15 - 'N 0.250' ; .26 0.607"� I 1 , 0.607• W �� 0.118^J "�.1 t-0.224' 0.239'- �y '.:.I; uQi n fm m n v oi• I- . 1 I 0.060 0.496" 0.240" .� •+•+ I• `' low �--2.750" 2. r _ IoEe-� 1----_' 1 � - 1' �"' z'3 �27RAINGUARD Zg DECORATIVE FLOOR TRACK 76" �TD.24a^ _m< O SCALE:HALF 512E O SCALE HALF SIZE 0.160' 0.222"1 Y #1.00140.m'0.062' 0.062' �-0.176• 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER FesF° _�• SCALE:HALF SIZE SCALE tIALF SIZE SCALE-HALF SIZE C p -4-0.062' 0 5 _ }--}o.400• { 5.500'x 13/16'WIDE i0 7/16.0 STAINLESS S ,A 167' STEEL NUT P IIn "�- - 30 m fii ^ n ry ofl" 0,438" C:Dm a.lzs• ofl" ti _0.188' 5/16-IBxt MACHINE SCREW `*; coa 0.121' NP. 5/16.0 INTERNAL STAINLESS STEEL t: °„j ■ 0,589" POWDER COATED,ZINC DIE-CAST THREAD STYLE 14.500' _ _ BBB SECTION A l.osa ID MODEL 2�1Y2 35 T-LOCK ADAPTER 3/ T-SCREW INSERT 38 THUMB SCREW �, Tr '1 12,12 2 INLUSTRIAI SYS EEMS }OPTIONAL) SCALE.FULL SIZE SCALE:FULL SIZE `S -�;;0.254" 400 4Ob qOL' _ ,{ 35 BOX LOCK SCALE:HALF SIZE n 'I 0.319 END STRIP 1 I d(I A l 9 SCALE,HALF SIZE i.._ 2000" 2" & 3" EXT t-0.325• �---1.625' 1.500"--} S 0.125' CALE: HALF SIZE o.oso• 0.093 o.lzs" P -0.125 OW°gRDWRLRMYWPE n g0,093• 15-2339 0.250" c C4 0.085" "i 1 PAO fflW=RION, U L -7.000'--- 70 ALT. 1" END STRIP 211.5"x3"x0.093° ANGLE 25 2"x3"x0.125" ANGLE @) 9 2X7 ANGLE SCALE+HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE+HALF SIZE BBEENNAADO P.E. ANY ANCHOR PER ANCHOR EDGE DIST. `� \R%••. ,Y� / SCHEDULE 18"O.G EXISTING DIST, GLAZING SEE END STRIFC SCHEDULE FOR 6(/0(•: No EC104 '• 110nnI ry ry SPAN WHEN UEIpG-- - A ,ANGLE EMBED _ 20,408,40b TAR OR$OG � LEG D RECITON II II 1/4' O0.6.6 STARTp- , EMBED. 17 (INTERIOR) I f~� 17 .IMAX. WITH!T,L -_--• 21 OR 2FryQ--N 17 - __�.-__i_ ibp Kla MIN.0.062"THICK 6063T6 ALUM. ANGLE 1"x1"MIN.TO2"x5"MAX. 21 25 3vEDGE -- �- ---- (ANGLE LEG MAY BE REVERSED) a FA57EN ANGLE TO TRACK W/ I 11]I OjU DIST. 8 ANY ANCHOR PER ANCHOR pi 010x1'SCREWS AT 3 p> cG.6ORNER,TOP B BOTTOM;AND SCHEDULE @ 18"O.G ATTACH TO 6.8 STARTER W/ g 13 #12 x 1/2".GALVANIZED OR Z �. 13 13 �� 13 812 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16"0 ALUM.POP (j) N ' 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Oh 1/4-20 MACHINE " W z 6.e0tTYP.I 3D ALTERNATE END STRIP DE AIL --� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT R NUT 1B°O.C. BOLT NUT®1B"O.C. (EXTERIOR) 5/16-18 TJ;IUMB SCREW INTO THREADED WITH 6.8 S I AR IE R AND ANGLE m 3 4 INSERT(3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ c w y FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE 1§ SCREW BOSSES. N TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PBF BPA ~ 6 SCALE 3"=V-0" 1'HEIGHT. 1•BIO(2.7') 62 OB• R 72 USE(1)BRASS PUSH LOCK 'D132 70 OR It)5/16-18 THUMB LOCKING DETAILS FOR 2'B;O®(3.7•) 62 95' SEE END STRIP SCREW I 0 iHREADEO CENTER MATES �n INSERT 77 AT 1/3 SPAN 2 SCHEDULE FOR MAX. T7� T U 213. AN FROM ._.. SHOWN ON RANDOM SPAN WHEN USING i BOTTOMOF SHUTTER 30 DETAILS 3"910(4.7") 62 �" 20,40a,40b OR 40c, t-- d a RECEIVING HOLE SHALL BE y 13 ©oH 1/4" OR 6.8 STARTER y 3/8"MAX WIDTH.UP TO g _ _ y� p; WITH 21 OR 25. 7 E g a Pt 1"HEIGHT. 30 AL(2.T)O 2 �" S IY AX. =m Q O ..- 0 a0 USE APPROPRIATE -- -- - -- - D 132 75" 57ARTER STRIP 70 g A II b 40 20 PROMUC CLDSURC 62 OT" 1Ji11 FOR 13 \ BUILDING CONDIRONS. 23 \` FASTEN STARIER 57RIP c (INSIDE) SCREWSTO CAT CORNER.TOP a ( ALTERNATE END STRIP DETAIL Ii BOTTOM SCALE 3"=1'-0'• ANY TRACK W/SCREW BOSSES. CIO F EDF R I Za¢ I Wt SILL 1 FOR GREATER SPANS OR LOADS 1NAN W � I v 13 N IN END SR11P SOMME.END STRIPSREQREA 1•xV.090"CUP AN GLE W ANfACNOxONRIE EXISTING GLASS MOICR5C1IZWTERF SCREW OR 114-20 8 OLT7DEND a STRIP. ------ @ . 30 ory Sada�ic� g9 u_ USE(11 BRA 55 PUSH LOCK (INSIDE) i v USE(t)607A55 PUSH LOCK OR L71 5/16-1B THUMB OR 111 5/16-18 THUMB 30 13 mart SCREW I O THREADED SCREW I O THREADED a� INSERT 37 AT t/3 SPAN SILL9I DSi INSERT yp7 AT 1/3 SPAN zng TO 2/3 AN FROM J TO 7/3 SP?N FROM FI"/in BOTTOM OF SHUTTER 1 BOTTOM or snu7rER r (OUTSIDE) RECEIVING HOLE SHALL BE qp 3/B"MAX WIDTH,UP 16 ?; 1"HEIGHT. -� TYPICAL OUTSIDE CORNER CLOSURE _- - �9 S 70 ! CC1 DETAILS WO/CORNER POST —— — 13 $ D CO WPMagfIPAWL1ExIWDDPE NTS 13 3 23 \ 31 215 (OUTSIDE) 15-2339 .`SILL USE It)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAGE DEECRI►DONI BOTTOM OF SHUTTER _ TYPICAL IIJSIDE CORNER CLOSURE b8 99 CC2 DETAILS WO/CORNER POST Ng� MULTIPLE SHUTTER ASSEMBLY NTS You SCALE.3'=V-O" e I Q Emn $S I HUNK L BEMJM09•RL CI CONNECTION TYPE RE OR EXISTING 11057 �94�M� 3//, ////••� SCHEDULE FOR MAX. STRUCTURE SPACING _ i' Cl CONNECTION TYPE X'' 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12"O C OR _`�;• O SCHEDULE FOR MAX :114 SMS SPACING / 1/2• ITYP.TOP&BOTTOM) IAN ALUM. TUBE `�O.- #T p,C-1m Q' 2 FASTENERS 6063-T6 ALLOY y _ _ I wH ���' M• EACH ANGLE- SEE T6B A FOR SIZE. .I 00 5 OR 6OR 6 i�• I ALTERNATE THRU BOLT 2 o ///� 1� • 1"x 2"x 1/8" I/ll OR 2"x 2"x 1/8" I I'; C1 CONNECTION TYPO MIR GLASS ALUM ANGLE r __ ,_._ REFERENCE-ANCHOR o= n QQ ° SCHEDULE FOR MAX SEPARATION W '� W 13 I I: ....._ -.�ll SPACING PER TABLE 13 �a�w Z aNm U6c THREE 3/16"0 ALUM. ° !l i 1• I I!I /\ 2: q m POP RIVETS OR I I I GLASS III I� ail THREE 012 SMS,TYP 17 I OR DOOR—I` X✓� r "f 3/16••0 ALUM POPal 17 RIVET ORNI2 SMS tB"O.C.fTYP) / Nq TeOR OR w= TABLE A(cc) \ - W O J N RILSSI1ftE V3 ALLOWABLE LENGTH MAY USE MALE OR p N n 2"IQl1 6• 3•x3k1/8 FEMALE LOCK-SLAT w M12D Na B/0 N°WO 13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN 13V 160' C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING d _ 12Y 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '-.---�' WASHER ITYP.1 t #SCHEDULE FOR MAX SCHEDULE FOR MAX p,�� 79 3 d 172" NTS SPACING Kq ll4' 16S ___�� 1Lx3/4"SMS P9"OC =ykgoANGLE TO TUBE CONNECTION110`_ 1611' 2"x 2"x 125'-104' 141 J EXISTING HOST EMBED 6063-T6 ALUM TUBE Z TABLE B(m) 150 9T 131' STRUCTURE 5 CONNEC710N TYPE 'E a is 1 PRESSURE V5 ALLOWABLE LENGTH /g" /--EDGE DISTANCE REFERENCE ANCHOR F PSF W ry0 NAiOH 1/0" / SCHEDULE FOR MAX 3 I� - SPACING � OI 62 113• 166" FASTENER(nl 18"O C. tr 333 7z 187" 1sr FUSE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION m 82--� 101, 147' 114 ANCHOR SCHEDULE). SCALE 3"=1'-0" 92 99, 139" 102 9(r 132" / S � 120 63• 172` w ry .150 7q• IfMI" / fY �. - 200 64' 99• qf ..- 2-x 2 x .. u A 3/16 RIVET OR q12 SMS 090"6063-T6 a H Iglu GLASS —13 7 I^=O 5 y' iS! ALUM TUBE TYV. F U PER EPATABLE N O UI w d � (pl 10"O.C. OR 1/4-2V 17 bbb NUI&BOLT(TYP.). 3/16"0 ALUM.POP 6j a e GLASS 2 X LL O 2 m .SLL RILtoVET OR,N12 SMS Ian OR DOOR q 0nZ_ gg e1 ALUM. TUBE 16"O.C.ITYP.) a 606.1-T6 ALLOY $^LF{ SEE 7991.E FOR SIZE. %"><5"x 1/e" - q 2 FASTENERS CONTINUOUS EACH ANGLE ALUMINUM ANGLE t•x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 THREE 3/16'•m ALUM -• - @@@ 6 ALUM.ANGLE,TYP POP RIVETS OR 17 ORIENTATION TYP, 17 - 0 5 6 6 17 THREE R12 SMS,TYP — E0 EO. � �� • 0 1"x 2'•x 1/8" 1 4 CONNECTION TYPE E V OR 2"x 2"x 1/8" U I REFERENCE ANCHOR L 13 ALUM.ANGLE "�'-- SCHEDULE FOR MAX 011 Dill —USE MALE OR FEMALE _ SPACING O7PIPIaBTRPV7ILIBAMIWO PE LOCK-SEAL' —EYISTING CONCRETE, 15-233913 13 BLOCK OR WOOD FRAMING Rd l[I LE INSIDE SILL MOUNT SECTION �na[oanumoNl H,12 x 1/2"GALVANIZED (OUTSIDE) SCALE:3-1'-0" (C4 TYPICAL CORNER CLOSURE DETAILS DR s s SM5,3/16"0 AI UM SIDE CLOSURE OPTIONS POP RIVET.OR 1/4-20— NT's MACHINE BOLT& NUT SCALE:3"=V-0" 1@ 18"O.0 I C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE SPACING 5**MAX. GLASS ot a!-xl GLASS CONNECTION TYPE 1-114-20 MACHINE 801.'7 0 C'l Cir-REFERENCE ANCHOR OR DOOR R DOOR tof F III,/NUT P 12-O.0 00A I.L PULE FOR MAX, E.f --0 No ",5 @ 6 C (TYP , SPACING 1/2- Y op BOTTG4 MIN D LT* GLASS 1, 20 THEO BOLT W/ �EGLAS x CLASS 4 PARATION SMS III "0 C LOCK NUT(jO 12"0 C OR 14 x 1/Z 12 z 3zi- to In 12ER OR 3/16*'0 ALUM PO PER Twr 2-SMS @ 12-Ot E.S.E�S. RIVE TS(a 6"OX OR 1/1."Op ABLE 2 11 1 0 to R 6 OR 3,116`0 ALUM POP ALUM POP RIVETS @ 12-O.C. 1 M 12"O.0 C.S. I/G-MAX FROM PIR HIN U, ASSEMBLY a FROM PIN SEPARA I GUIDE TO BUSHING tTYP) PER TAB E 2 m WASHER WASHER(TYP I RIVE I S(p)6"0 L C 5 a its J 7i )R 1/4-0 ALUM.POP RIVETS (D AND Q T- -T- AND I/?"TY IDU OTU-�NG 13 :xl ASSEMBLY—� 112"TYPEXISTING CONCRETE. uj GL ASS XZ-w 3 CONNECTION TYPE ORDOOR BLOCK OR WOOD FRAMING otn4 11, b dGE REFERENCE ANC14OR 61 --C4 CONNECTION TYPE SCHEDULE FOR MAX REFERENCE ANCHOR SPACING OW 6; SCHEDULE FOR MAX to DIST SPACING AS SHOWN --C3 CONNECTION TYPE 114 DIAGRAM ON PG 9 LA 5 DR 6 OR L// C I X zic,i REFERENCE ANCHOR EXISTING CONCRETE, to a 0 6 SCHE OULE FOR MAX. BLOCK OR WOOD FRAMING SPACING ALT FASTENER MAX.1R.-I'll, LOCATION.FRONT AND cl CONNECTION TYPE GUIDE To BUSHING v4^Hqx INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER ITYP.) vim 19 BACK ANCHORS NOT REQ*D @ E FOR MAX 0 W9 d PIN GUIDE TO 01' WITH THIS LOCA"TION SCALE 3".l'-0" S;EED.jLE FOR MAX EE BUSHING WASHER SPACING cr�CONINEC110N TYPE fTYP.) A INSIDE MOUNT SECTION I REFERENCE ANCHOR SCALE 3-=1*-0- EiCHED LE FOR MAX EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMIN EMBED. u cry BUILD OUT MOUNT SECTION Yp�807101-11 EXISTIN SCALE•3".V-0" G CONCRETE. V BLOCK OR WOOD FRAMING E Ei E NOTE,FOR DETAILS A.B [111—AND E ON THIS SHEET', EDGE DIST, EXISTING THE SASE TRACK MAY Ile',4S rALLED IN SECTIONS' IN X 4 CONNEC1101-1 TYPE EMBED STRUCTURE RE WITH 1/11"GAPS PROVIOCE)THAT EACH SECTIOSECTIONHAS REFERENCE ANCHOR CONNECTION TYPE A MINIMUM or TWO SETS OF ANCHORS AND ISA E E SCHEDULE FOR MAX, EIFFEPENCE ANCHOR FS MINIMUM OF 12-LONG,THE SILL OR CEILING TRACK z 5 6 SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST13E CONTINUOUS SPACING OvLR THE GAPS BETWEEN SECTIONS.. 3 is to Q7 UR GLASS to a OR DOOR MIN PER GLASS -SMS c EPA R12 1/7 12- RATIO 13 I O.0 OR 21116-0 ALUM, 7.,o to D go), m 0 POP RIVETS @ 6" TABLE 2 oz,- 01 ASS OR _N.GLA ut w to In OR 1/4-0 ALUM El x 7 xto 0, z POP 13 RIVETS @D 12" Oa DOOR-----OR P MIN GLASS o,' C U 0'( SEPARATION 0 .4 Im PER TABLE 2 0' PEn7ABU!2 X.0 Z I- o 1/4-20 S S MACHINE cr 4 Q)AND 08 0 W MAX FROM PIN SCREW It,14UT ASSEMBLY GUIDE TO TU—SH114r 12 TYP. WASHER 17YP.) R.MAX. F� E - U_ GLASS -WA�H'.R ITY, 1/4"MAX.FROM PIN 1/4-MAX FRDM rIq R DOOR BUSHING 'J"p_ U UE 10 BU-flNG --C4 CONNECTION Ciijlc5E-fd' 6 TYPE 12" 5 6 (D WASHER(TYP) >i 7 WASHER(TYP) REFERENCE ANCHOR 'I I EXISTING CONCRETE, SCHEDULE FOR MAX m SPACING AS SHOWN 2 CONNECTION TYPE BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTI N R FRAMING BLOCK OR WOOL)FRAMING ANCHOR IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 0 - 7 REFERENLE N HOR x 3" 1 CONT. 3 CONNECTION TYPE 1$12 x 1/2-SMS @ 12" SCMEDUL FOR MAX SCHEDULE FOR MAX. T'; N6LC REFERENCE AN E FASTENER SPACING 061- ALUM.A - 0 C OR 3/16*'0 ALUM SPACING ALT. CXIS TING CONCRETE. '4AY BE REVERSED SCHEDULE FOR MAX POP RIVETS @ 6"O.C, LOCATION FRONT AND SPACIER3 SOCK ANCHORS NOT REQ*D BLOCK OR WOOD FRAM114G ,S SHOWN DASHED) OR 1/4-0 ALUM POP WITH THIS LOCATION ur RIVET 5(a)12"0 C� CEII (0) WALL TION -ING-Z INSDE MOUNT SECTION SCALE 3-1*-0" (D'gllACLjL,/BUILD OUT 19 ION SCALE:21**=1*-0** . ,Fp6nKL.eennnnoo,re. MN GLA551\11 GLASS SEPARATION Z J OR DOOR PER TABLE 2 a w p= GLASS OR _ d DOOR NO P I-�,A *_ 2.,j a 2'W GL ASS.OR _4 MIN GLASS =w _ N.,x u DOD ' SEPARATION - X'A N w PER TABLE.2 Q T R MN GLASS w J Y P' STA =f w SEPARATION R I-m F S O Z F' PER TABLE 2 ��J V y N ?ow = i=o////Ill wV� _ _ �7I U_� ~ . ria 17 o I 'Im 13 a �oU T3 X wtt�^ yY 6m 3y tai. /2" E u Z C1 CONNECTION TYPE a 1 O W Egg j{b I 1/4"MAX.FROM PIN GUIDE 28 i 4 REFERENCE ANCHOR S_ U C W uN J dgglaGl 1"0 BUSHING WASHER(TYP I 250 w SCHEDULE FSPAC NOR G TWO 1/4-0 WOOD Eq �w .IlAI Il LAG SCREWS La 2/.'• C4 CONNECTION TYPE �• 250" ow im A4 O.0 MAX WITH 2" REFERENCE ANCHOR / 1�0 p THREADED PENETRATION p SCHEDULE FOR MAX. "T"INTO CENTER OF 2X STUDS / / SPACING /Q 'I 78 IB EMB "T' 14 SMS @ MIDSPAN BETWEEN /w DIS �W ; G STUDS FOR TRACK TO 1"K 4'• / EXISTING HOST STRUCTURE PLYWOOD R TUBE CONNECTION STUCCO FINISH 1"- 4"x.125" 6063-T6 ALUM TUBE yP _ O DECORA I IVL FLOUR TRACK DETAIL O WALL MOUNT SILL DE(AIL w THIS DETAIL To BE USED WHEN STUD SPACING SCALE:3"=T-0" SCALE:3"=1'-0" K EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. O WALL MOUNT SECTION THIS DETAIL MAY on pC� C ALSO BE USED a SCALE:3 1'-0" AT TCIPI<I„i v g7a 0 g ACCORDION SHUTTER w w 5 PER PRODUCT APPROVAL H i —GLASS f- o MN.GLASS OR DOOR I- : SEPARATION N PER TABLE n EXISTING WOOD(r TRUSS 13 X a TRUSS OR RAFTER APPLICABLE AT TOP P AND OR BOTTOM Q a a s [O 24"MAX.O.C. n N E In EXISTING FINISH MATERIAL 1/2'MIN _ n - 1/4"MAX FROM PIN GUIDE 2••x 5"x 1/8"6063-T6 '! 11 i i gig..w xJJ TO BUSKING WASHER(TYP.I ALUM.ANGLE W/THREE t fi l l S 2"X3'x 'x CONTINUOUS OR x-2.175 3 1G 1/4"TILE ITYPI 1/V•m WOOD LAG w G 2'xrX%"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" II gQ 11e1 Il 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED II U _ PENETR."T"IN WOOD(A 5 G 0.9'MIN.THICK 6061-T6 ALUM TRACK X A 1/4"P A325 GRADE THRU BOLT(d 7"O.0 EACH RAFTER OF TRUSS, p9 ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 L OR 5/t6'•m A325 GRADE THRU BOLT QG 12'"D C 24"O.0 MAX WHERE E EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3'FROM ENDS GAL V.OR 5 5 ANGLE TRUSS MDS BEYOND 9! gt - AND 9'D.C.FOR THE BALANCE LAST TRUSS MORE THAIJ� w 6 ,fF1 HOST STRUCTURE WITH 'EI 0 �— 5"0 C ELcoW/1 ULTRM N.E TO CONCRETE/CMU '/4"O ELCO ULTRACONS AT EXISTING CONCRETE HOSE 6"0 C W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TD - 3"FROM ENDS AND 4'O.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LII19"O.C.W/1-7/8" NEXT TRUSS. w $ L' / MIN.EI•IB. IN WOOD SG=0.4 2 TO 0.55 FOR BALANCE WITH li{ •� MIN EMBEDMENT AND 211- MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING co IJCRE 1 E, 1' =F 2 u m MTN EDGE DISTANCES t 62 P.S.F. HOLLOW BLOCK OR L7 o w a IWBERRRUII{LBlWWFd STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-D'MAX SPAN: WOOD FRAMING SEE 2"z S"x 1/8"CONT ¢ ¢~ 15-2339 SPAC[NG�TYP. #52 P.S.F. ANCHOR SCHED. ALUM ANGLE 16063-T6) F SIL DASED ON TYPE OF �j'^ - HO BUILDOUT MOUNT STRUCTURE IMAX.DESIGN LUAO s 72 P S F I a PAGe DIIIIImmuR: SCALE.NTS _ Hb PASS THRU DETAIL TRUSS MOUNT SECTION y9 SCALE•3"=1'-0" U SCALE,3"=1'-0" EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4'ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN •!/y��'.JP? 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3•MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY SPAC 2)6106 -3'MINIMUM EDGE DISTANCE `14zAX /-(2)6063-T6 ALUMINUM 1••••:1' - TOP OR BOTTOM ANGLES PER BEAM END,SIZE - 4':• D '0 6540 PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - DESIGN SCHEDULE WW N ;•�; �+ EDGE OF ACCORDION ,Lz7 ACCESS HOLE 1/4-20 MACHINE BOLT W/NCR'0 0,�� S�E F�; SHUTTER BLADES >:O / - 12"O.0 OR*14 x 3/4"SMS 6"O.C, s• 4 �� as 3.5• TYPICAL it•' 1/2"MAX. �u1. 3'MIN S 6 � m 1 >QUZ Z EDGE 3 16 zNF U14 SQ�W 2.875"0 HOLE(TD RECEIVE DISTANCE MIN,GLASS t3 z u�' Z ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION _O> (j) r"iti 9 m MAXIMUM OF 3 WINDOWS GLASS OR PER - Gi PER EVERY OTHER BLADE DOOR T 0 3 w Nww 10dxW 1 LIGHT-N-VIEW WINDOIII W E GEN 1/2-MAX ¢¢ ow N DISTANCE 8 N.T.S. EXTERIOR ELEV _ L zZpNm L OO 0 a l7 3 16 1/4"IIAX.rROM PIN GUIDE ���•''' TO BUSHING,WASHER Fr YP 1 wa ` � ACCESS --1/4-20 MACHINE BOLT W/NUT ^'vl -1/2' 12'O.0 OR/14 x 3/4•SMS 6"O.C. 2.875'0 HOLE TO -�-- HOLE -SPAN TUBE PER w d ERECEIVE ROUND EMBED. I'- '�_ DESIGN SCHEDULE '@3 WINDOW ASSEMBLY (2)6063-T6 ALUMINUM 1- p ANGLES PER BEAM END,SIZE O 6 g IC SPAN TUBE SCHEDULE EXISTING PER v HOST 1/4'0 THRU BOLTS SEE BEAM zm< d STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS - 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTARI E C 0.325" 0.125' O 0.032' 0.032' MAX.DESIGN LOAD=t 72 PSF _ 3 SPAN TUBE SECTION 8 N.T.S. VERT SECTION •a SPAN TUBE SCHEDULE ALLOWABLETLIBE HUMBER OFANCHOBR9 PER I.I.-A. LE TUBE SHUTTER; - SPAN THRU-BOLTS ANGLE LENGTH OUND WINDOW SIZE BPAN M TOP BOTTOM TOP BOTTOM 70P BOTTOTOP IBOTiOM pp q ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d 3ETQ1 L.'-". I 136.1'- 2 2 2 3 4• 17 !! t 108.9` 2 2 3 3 r r GGy 0.125' 123' 89.9' 1 94.4' 2 2 3 3 r 7" f 60' 129.1' 161.0• 2 2_.._._2 -_3 _ 4' 1 7• st st ,ii1 \ 08' 7IA.E• t2d,1' --2 Z 3. 3 r I r 0.126' 123• 102.4' 109.6' 2 2 4 4 10" 10' / 80' 738.0' 108.8' 2 2 3 3 r 17' DIPS �• 1221' 16s163.712 2 7 n r -to• ;? R12.875' O.188, I``-- 03.250" L ) 173' 116.1' 131.61 2 34 110 8 10• 13' QQ d 80' 188.1•8Z2B.9'240.P - 2 _-2_- 3_-_4_-� 7' -.1.01 1 Z1A0'z - .' 2 3 9 8 10' 110' T T ' \\ / D.1670' 123' 132,1 203.1' 3 4 6 7 iJ' LIGHT-N-VIEW WINDOW SPAN TUBE SCHEDULE NOTES: LWOeBRRViI{L LB4WtODPP N.T.S. 'SABIC PLASTICS 51X14311-UL-94H8 x x 8 x x 4"ANGLES FOR 2'xS"&2'x6•BEAMS. 15-2339 2. USE 2'.5'x1/4"ANGLES FOR 2"."&2'x10•BEAMS. icxtn _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. Bwae B,Isc� rt�i 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED 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 7 8 N.T.S. ' EXTERIOR ELEV ABOVE AFID BELOW THE BEAM. �� 6. LAP BEAMS ARE NOT ALLOWED. ILUJ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q ANCHOR SCHEDULE: CONCRETE FP, HARD)P.E. r 49 1ANKL 19 1111 �•.';.1;( 2.5"MIN EDGE DISTANCE rSpans Up 70 6'-0" S '-3 " Spare Up To LZ'-0" pans Up To 8 ANCHOR (Ps0 LOADCONN TYPE CONN TYPE CONN TYPE C1 C2 C3 C4 CS Cl -2 C3 C4 cs C7 C2 C3 C4 CS No PEO04 O 114•ITW TAPCON ORE 43 16.0"16.0"R. 18.0 18.0"18.0 38.0 9.0 13_01•16.0'•16.0" 9.5" 5.5' 8.5" 14.5" - ULTRACON WITH L-3/4' 53 1_6.0"16,00"10.5"14.5.10.0"16.0'12.0" 7.0 30.5"36.0"15.0" 7.5" �.5" 7.5"110.S" EMBED(3192P51 MIN CONC) 62 16.0"16.0" B.5" 12.3"16.0"16.0" 9.5" 5,5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" Bim^ _70 16.0"13.0" 7.0" 11.0•'161"15.5 B.d' S.0" 7.5' 11.5"15.0" 7.5_ 4.5" 7.5" 10.5" 7 i COMOIN A TIOq_��•., STATED S 1DO 19.0'• 7.5' 4.9•' 7.5" 10.9"15.0 7.S' 4.5 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S ITYP. 9 i 10 COMBINATIon. •. L1 1/4'MILLENIUH HILLFA5i 43_16.0_L6.0"15.0.16.0"16,0"16.0°16.0" 9.0" 13.5'16.0"16.0" 8.5" S.F. 9.0" 13.5" �S '•<oRlO _ i@i WITH 1-3/4"EMBED(3275ps1 53 18.0•'16.0"131"151"161"16.0"11.0" 7.0 10.5"16.0 13.5" 7.0" 4.5" 7.S' 9.5" O ����S�ONA. N r MIN CONCRETE) 62 18.0"15.0 8.5'• 13.0"161"16.0" 8.5" 5.5" 9.0" 13_5"13_5" 7.0_ 4.5" 7.5" 9.V' /j/111 t I1 _Q �I�1f QQU 70 18.0"12.0° 7;0" 11.0"16.0"14.D" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" I QSa01 __ _100 17.3" 7.0"4.5" 7.S' 9.5'• 13.5" 7.d' 4.5" 7.5" 9.5" 135" 7.0" 4.5" 7.5" 9.5" 7t 99 p� 1/4'ELCO CRETEFLE%554 43 16.0"16.01,116.0-IG.O"16.0 16.0"16.0"13.5'16.0"16.0"16,0"12.5' B'0" 13.0"36.0" 1 X.,IT Y P.I 2 x 5 I T Y P 1 W N 9 W/T EMBED(3350ps1 MIN 53 15.01•16.0"16.0 18.D 16.0"16.0"16.0"10,D"SS.S'16.0"16.0"10.0" 6.5" 11.0"14.0" 3 a T� CONC) 62_16.0_'16.0"1Z.5"16.0"IG.O"3G,0"12.5 0.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" 0 ©�LU1L1,118 70 18.0"16.0"10.5'16.0"16.0"16_0"10.5" 7.0" 11.5"15.0"161"10.0" 6.5_' 11_0 14.0" mg 100 16.0"LOT 6.5" 11.0"14.0"16.0'10.0" 6.5' 11.0"]4.0"]6,0 10.0" 6.5'^11.0"14.0" O W 9 1"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING bD cl `a © 'ca Cs c1 cz o c4 cs a a c3 cq cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 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"16.0" 9.0" 3.0" 4.0"14.0" - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE G 1� ULTRACON WITH 1-3/4" 53 16.0"16.0 5.5 6.5 16.0:•16.0"12.0 4.5" 18:0"1-0.5" 7.5" 30.D" ANCHUR5 ONLY n 4p EMBED(31921391 MIN CONC) 62 16.0"15.5 4.5 5.5 1fi3O"16.0 9.0 4.0•' 14.5"14.5 7.5 SO.D" - 04 CONNECTION TYPE USING PIECE ®WITH 70_161'•12.5 4.0" S.I 16.0"1S.0" 7.5_ 11.0"3A,5" 7.5" 10.0" OUTSIDE AIJCMURS ONLY ?yp; _100 1q.5" 7.5' �f 10.0"14.5' 7.S' 10.0 14.5" 7.5" 10.0" "' 1/4'M1LlENIUM MILLFAST 43 16.0 16.0"3].0"13.5"16.0"16.0"13.0" 6.5•' 9_5•' 16.0"13_0" 7.0" q.0" 6_S•' 10.5" W WITH 1-3/4"EMBED(32750 53 I6_0_16.0'• 8.0" 11_0"16.0"16.0" 9.0'_5.0" 7,3" 16.0"10.5' S.5" 5.5 7.5" ANCHORNOTES. K MIN CONCRETE) 62 36.0"11.5" 8.0" 9.d' 16.0 13.5 7.0 4.0" 6,5" 11.0'•10.5" 5.5" 5.5" 7.5" 1- 70 ]6.0" 9.5" 5.5" B.0" 16.0"11.5" 5.5 S.5" B.5'• 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING p1 a g pI ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE C Iu -!DO 10.5" 5.5" 5.5 7.9 10.5 S.S' S.3" 7.5" 10.5" 5.5" S.5" 7.5" LIMITED TO 73105E SHOWN IN TABLE 1(Pg 1). ip d I-]/4'MIN EDOE OLSTANCE 8` e = 1/4•ALL-POINTS SOLID-SEI Cl C2 C3 c4 C5 C3 c3 cq c5 Cl cz c3 C9 C5 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, -m< SO ANCHOR W/7/8'EMBED& ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR _ 'g 1/4-20 SS MACHINE SCREW 43 16.0"L6.0' S. 10.5 16.0 16,0 12_0 5.5" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. (3000pst MIN CONC) 53 16.0':L5_01 6,5_7 8.d' 16.0"16.0' 8.5' 4.0"6.0" 15^5"10_0" 5,0" 4.0" 7.0" E 62 16.6,11.0^ 5.0" 7,d' 16.0"12.5' 6.5' 3.5" 5.0" 10.0'•10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •E 3 3 a,sl 70 16.0" 9.0'• _4.5" 6.D" 1.U"10.5" 5.5" 31'• q.0" B.0" 10.0" 5.0" 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0" 5.0" 4.0" 7.0" 10.0^ S.o" 9.0• 7.0" 10.0•' S.o" 4.0' 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER „ g 1/4'ALL-POINTS SOLID-SET _ _ 3"MIN EDGE DISTANCE __ ___ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& CI C2 C3 c4 CS CI R. C3 C4 C5 C3 CZ C3 CR CS CONNECTION TYPE. ANCHOR SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0' 16.0"16.d' 16,0" (3000pe1 MIN CONC) _53 16.0"16.0"13.5'_16.0 16.0"16.0 14.0" 8.5�13"_S'16.0"16:0" 8.5'• -5.5• 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE -'E.. ONLY. 16.0"11.0" 7.0" 11.0"ULU"16.0'• 8.5" 5.5" 9.5" 12.0' •� 70 16.0"15.0" 9.0" 14.0"16,0"16.0" 9.0" 6.D" 10."113.0-116m--108.5" 5.5" 9.5" 12.D- 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE)UJCHORS ARE INSTALLED 100 16.0" 8.5" S.5" 9.5" 12,0"16.0" 8.5" S.5" 9.S' 12.0"16.0" 8.5" 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT k� 2-5/8'MIN EDGE DISTANCE _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN _ FINISHES. W/114.20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS C3 C2 C3 C4 CS 1"EMBED(3000ps1 MIN 43 16.0"16.0"14.D"16.0"16.0"16.0" 11.5" 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,W000 FRAMING CONDITIONS 4 CONC) 53 16.0"16.D 9.5" 14.0•'16,0"16.0" 9.5" 6.D" 10.0 36.0"13.5" 6.0 4.0 7.0" B.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 333 666 888 IL MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR e 6Z 16.0"12.5 7.5 ]2.0 16_0"14.5" 7.S', 5.0" 8.5" 11.5"11,5" 6.0° 4.0" 7.0 B.0" SIDE CLO�URE PIECES. Q ree 70 16.0"1D.0" 6.5" ID.S"16.0"12.0'• 6.0" 4.0" 7.5•' 9.0" 11.5" 6.0" 4.U" 7.0" 0.0" b�1(¢ 100 11.5" G.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0 11.5 6.0" 4.0" 7.0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OFSND FRAMING,FASTENER 3-1/2"MIN EDGE D15TAN[E SHALL BE LOCI17E0 IN CENTER OF NOMINAL 2"%d"((MIN.)WOOD STUD.3/4' i 1p•POWERS 55 DROP-IN - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINri. LAG SCREWS SHALL ----- A HEAD OR HEX HEAD. a W/1/4.20 SS BOLT AND � Cl C2 C'3 C4 CS Cl C2 l3 C4 CS Cl C2 c3 G CS HAVE PHILLIPS PAN 1"EMBED(3DOOP51 MIN 43 16.0"161"15.0"16.0"16.0"16.0"34.5" 9.0" 13.5'16.0 15,0" 7.5" 5,0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF lf2"ENGAGEMENT OF 771READS IN y CONC) 53_16.0 16,0 10_3 15.0 16.0"16.0"1D,0" 6.5" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER f q,�----� 62 16.0"13_0 8.0 12,5"16.0"15.0"L8.0"51" 9.0 12.0"12.0 6.F.�T.6" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 'Lf�--�'° _70 16_0"_10.5" 7.0" 31.0"36.0"12.5 6.5 4.5 8.D" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5° M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. k 100 12.0" 6.0" 4.0" 7.5- 8.5" 12.0" 6.0 4,D" 7.5" B.5" 12.0" 6.0" 4.0" 7.5" 0.5" 2'MIN EDGE DISTANCE * DESIGNNUT OR TES ANCHHOOER NSRSNWHHIC'H ARE REMOVABLE BY REMOVING MACHINE SCREW, d 1 912 SMS W/2•EYEWALL CI C2 C3 C4 CS a C2 c3 C9 C5 Cl C2 C3 c4 CS WPDQR6iN1ILtt3tWwPd ARMOR INSERT W/2"EMBEDr4316.016.011.514.016:0"16A"16.07.5" _10.0"16.0"16.0" 9.0" 4_5" 6.5" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2DDOpsl MIN CONI) 16.0"16.08.511.016.0"16.0"11.5" 5.5" 8.0" 16.5"1q,0'1 7.0" 3.S' 5.5" 10.0"7.0" 9.516.0 .& . .5" 6.5" 14.0"14.0" 7.0° 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCTL NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL nge odurTlplu160"12.06.0" 8.0" 16.0"14.5" 7.54.06.010.514.07.6" 3.5" 5.5' 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 14.0" 7.0" 3.5" 5.5" L0:0"14.0" 77.0•' 3.5" 5.5" 10.0" $12 SMS W/2.75'EYEWALL16_016."16.0"16A'161"16.0"36A"10.0"19.0"16.0"1G.0"11. 6.09.5" 16.0" ARMOR INSERT W/2.5" 16.0"16.0"12y016.016.0"16,0"35A'' 7.5" 11.0"16.0"16. 9.0" 5.0" 0.D" 13.0"EMBED(20DDPsI MIN CONIC) 16.0"16.0" 9.513.516.0"16.0"11.5" 6.5" 9.5" 16.0"36.D" 9.0" 5.0" 8.0130" 036.0"16,0" B.0" 11.5'16,0"16.0 9.5 S.5" B.5•' 14.0"116.0" 9.D" 8.0" 13.0" ___ 100 16,D" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" ]3.0"16.0" 9,0" 5.0" 8.0" 13.0" _ •• rr is:: 1� 1-3 EMBED(2099psi KtN CCN ' r . m0��0��0� •' �®��0�®[•�®0� Q�D���D�➢F� Ei�0��E3Y1®� 1 MEE �m© monym m n1®WON nano m mmHg SEES III rt. V.2 rrlmry �//�////i,. ®/%///�///�/i///�i,,��/,!� %/,rte///,l�Oa////,lfi�� �/�® •' �//!��///��/� � - : • ����ijii ' iiiMIN// iii �i,�iiai�i riiiiir�/i i :' .' %�� . °�. •; //�i/a7�� ��///i///i�//�i/�// j7pjw Co % � ' MEMO ./L-1/4'EMBED � �W/O/./% ' ////. /.//fes/ , /l m� iiia iiii��ii/�:�//i��aiiiiii�;ia��,cyi,��,.�/ir�iiiia�iii/� - �� a // i�iiiiii �ii/ ii��iiiiiiiiii�/i/ %Y/r�// // '/. //%///%/////i,Qom. m ANCHOR W/1-1/4-EMBED Imm • � /////�l%�.l�i�g'o//ilr'E��"/////jam////'.nl/7�671•� PlIffirm/l/m/l//s/A MIN=%//%%/9AY////%l//y�'////%fiY////%Y�//•l f//%//. �m©©m©mmmmmm©mmmmmmommo©m®m©om Fm Im Him �mmR�mom m0®mmmmm®©mm®m©O0®m0©m© ���e��'• OWN, ���� �� �Ia%"� � m�IB� , /� i �y////1.LMM�%/ //i / • m©m© m m mmmmc�om©mm© � %/1/7////�/%/�[•�! �'ylfOli.%i `//%////./%/B/i.''/////%i%///°///.k � E$SID�O��%O//��':Y//%i'�///////%./O%,� 10 i ANCHOR SCHEDULE:HOLLOW CONCRETE BLOCK r,uB c aENN1RDD p;€ 1111 i11 if RIEpp46549 5 2"MIN EDGE DISTANCE FG LOAD Spans Up To b'-0" 5oans UO To 81•3„ Span U 70 12'•0" �' �iC •'^• (S ANCHOR CONN TYPE CONN TYPE CONN TYPE " s (psi} Cl C2 C3 C4 CS CS C2 C3 C4 CS Cl CZ C3 C4 C5 = 4' NO p- >M125H5 Wl 2•EY£WALL 43 1&0"1&0" 7.5" 9.6" 16.0"15.5" R.5" 4.5" 6.S' 35.5' 8.5" 4S" 4.0" 7.4'• C�' E004654 = ARMOR INSERT W/1-IN" S3 16.0"30.5" 5.0" 7.0" S6.d'13.0" 6.0" 3.5" 5.0" ILO" 7A"' 3.5" 3.5" 5.tl" ' EMBED -67 14.U" 7.5"4.11"6.0" 145" 9.0" 4.5' 4.0" 7.0° 7.0" •3.5" 3.5'•'S-On *-.0" m 7d 12.5" 6.0" 3.5" SS' t2.5""7.5" 3.5" 3.5" 5.5" 7.0" 35" 3 S SA" %�"Yi-• STATE Ofi W trf T� S.0"7.0" 3.5' 3.5" 5.0" 7.0" 3S" 3.5""5.0" ��'1r10 •�IORl4A, v?� 2'S ANCHOR SCHEDULE: WOOD (G=0.55 •.. ((($CCC g 3/q"MEN�GE DISTANCE ";PtVALIEF> LOAD S(»na Up To 6'-0" Spans UO TO 8'-3" 5,_pans Uo TO 12'-0" �K.( ggg a dry ANCHORCONN TYPE CONN TYPE CONN TYPE o M S (psq CS C2 C3 C4 CS cY C2 C3 C4 CS Cl C2 C3 CA c5 Z N 1/4'LAG SCREW WITH 1-3/443 16.0"16.0"13.5"12.5"t6.tl"16.0"16.8" 7.5' 9.0" 16.01,I6.D"14.5" 4.5" 6.0" 16.0" ygQg MIN THREAD PENETRATION 53 16.0"16.0 B.5"]LOU' 16.0"ifE 16.0" 6`0" 7.0" 16,0"16.0"LLS" 4,0" 5.0" 16.0" N�sZ� 62 f6.0"I60" 70" 8�5" 16.4"16.0"i4S" 6.0" 16_0"16.0"1LS"4.4"5.0"26,0" i fUlritTa 70 18.0^ 5.5" 16.0"16.0"1L5' 4.0" 5.0" 16.0" 200~16.0'7 SSS" 4.6" 5.0" 26.01,16.0"LI.S"4.0" 5.4"16.0"16.4"1LS' 4.O" 5__0" 26.0" •+ 7/16•WOOD RUSHING WITH 43 16.0_'16.0" 6.0'_10.0"16.0"15.5" 8.5" 9.5" 7.0" 15.5' 8.5" 45' 4.5" 7.0" 1.13'MIN EMBED&114-20 53 16.0"lOS" 5,5" 8.0" 16.0"11.0" 6.0" 35 5.5" 11.0" 71" 31" 4.0" 5.0" 55 MACHINE SCREW 62 14.0"0,0" q.5" 6.5" 14.5" 9A" 4.5" 3.0" 4.5" 7.0' 7.0 3S' 4.0" 5.0" do I C °Lamm 70 12.01, 6;0"3.5" 5�5" 12.5' 7.5" 3.5" !!.0_' S.5• 7.0" 3S' 4.D" 5.0" IDD 7.0" 3.5" 4.0" S.0" 7.0" 3S" 4.8" 5.0" 7.0'• 3.5" 4.0" S.0" a +14 SMS OR R14 Wg00 43 16.0"160"12.5'1A.5"160"16.0"16.0 8.x,0 10.0"16.0"16:0"11.5" 5.0" 7.0" 16.0" k SCREW WITH 1-3/4"MINI6.8" 9.0" 3Y_S`Y6.0"16.0"IS.D" 6.0" 16.0'16.0" 4S' w THREAD PENETRATION 62 16,0"16.0" 7.5" 4.5i' 16.0"16^0"11.5" 5,50" 7.0" 16.0"16.0" 9.5" 4.0" 5.5' 13,0" 76 8.5" t6.0`16.0"YD.4" 4.S" 6.0'•Am-,36.0" 9S" 4.0" 5.5" 13.0" !�- C 100 16.0" 9,5" 4.0" S.S'113.0",16.0" 9.5" 4.0" 5.5" 13.0"16.0' 9.5" 4.0" 5.5" 13.0" 1�1 0 ANCHOR SCHEDULE: WOOD (6.-0.42) op_k e 3/4•MIN EDGE DISTANCE 5 LOAD' Sans Uo To 6'-0'� $pens Up To W-3" SpVA-up_1),12'•0" ANCHOR CONN•iYP£ CONN TYPE CONN TYPE r1 (psn Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 1/4•LAGS SCREW WITH 1-3/4 43 36.0"16.0-19.0- 10.0-1160 16.0""116.0 5.5" 7.0" 16.0"16.0" 9.5' 3.5" 4S' 15.0" MIN THREAD PENETMTION 53 16.0'16.0" 6.5" 8.0" 16.0"16.0"112.S" 4.5" 5.5" 16A"15.0" 7.5" 3.0" -q_0" Sl.p" 62 L6.0"S6A"5.5" 6.5" 36.0"16.4" 9.5" 35" SA" 15.0"15.0" 7.5" 3.0" 4.0" lIA" " 70 16.6"13.5"4S" 6,�0" 36.0"IME 8.0" 3_0" 4.0",17.5"L5.0" 7,5" 3.0" 100 '3.0" 4.0"11,0 15.0 7755 3.0" 4.0" 11.0"15.0"7.5" 3.0" 4.0" 11.0" :+ q fila SMS OR fia wODD 43 16.0"16A" 8.5_10.5"15.0"16.0" 5.5" 7.0" 16.0"13,0" b.5" SCREW WfiH 1-3/4°MIN S3 16.01,16.0" &S., 8.0" 16.0"IKv.. 0.5" 4.0 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" THREAD PENETRATION 62 16.0"Z1S" S.O" T.D Y6.0"13.6" 6.5' 3.S' S.0" 30.5"YDS" SS" 2.5" 4A" 7.5" " 70 ]60" 9,v5",A.5" 6.0" 16_0"X1.0_ 5.5" 3.0" q.0" 8.0"_10.5'! 5.5 2.5" 4.0" 7.5", S00 10.5" B.S'2.5" 4.0" 7.5" 30.5 5.5 2.5" 4.0" 7.5" 20S' S.5" 2.5• 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a - dap 4"MIN EDGE D15TANCE ri Spans U•,�To by-4-4" Apans 0070 8`•3" Spans uplo 22'•0' J9 LOAD CONN TYPE CONN TYPE CONN TYPE r,( 4 .ANCHOR (psq x CSC2 C3 C4 CS Cl CZ C3 C4 C5 Cl C2 C3 C4 C5 5/16'ITW TAPCON XL W/ 43 16.0"16.0"116.0"116.0"16,0116.0")16.0"15.0"1 16.0"16.0"16.D"15.0" 9.0" 14.D"16.0" 2-3/4•MRN.EMBED 53 76.6"16A"7.6.4"16.0"26.41,36.0"I6�0"tY 0"35.0"Y6_0"160"12.0" 7.5' Y2.0" 16.0"14.0"16.0"180"16A: 9.0`' 14.0"16.0"16.0_.413 7.5" 12.0",11660" 8 70 16.0"16.0"11.5"16A"f6.O"16.0'125"'8.0" 12.5'16.0"16A".72A"7.5�12.01,l6.d' £ _W43 16.0"12.0"7.5" 12 D S6.D_36.6 12A" 7.5" 12A"16.D"56.0"12.0" 7,5" 12.0"116.0" gPP;;TT iq S 5/16•ELCO UL7MCON W/ 16.0"18,0"110.5"14.0"16.0"16.0'10,5' 6.5" 9.5" 16.0"11.0"15.5" 6.5' R 2-3/4'MIN.EMBED 16.0"13.5 7.5" 51.6"16.0"34.0' 7.5" 7.5' 13.5" 9.8" 65 OOttl19R116.0"10.0" 6.0" 9�d"16.0"11.0' 5.S' 6.5" 9. 15-2339 25.6" 8.0" 5.0"r8:0' 15.5" 9 �5' 7.4 . 6.S9_d' � S' 6.5'_ 9.0 5.5" 6.5" 9.D" 6.5° r.2'MIN EDGE DISTANCE _ ._.•"_I1[? C3 C4 C5 CL [2 -C3 �[4_ CS .5 C3 C4 CS #12 EMS W(2"EYEWALL 43 16.D"16,0"9.5' 11.5"38.D"16.0'fA.O" d.0" 8.0" 16.0"14.5" 7.5" 3.5" ARMOR INSERT W/2'EMBED 53 16.b"16.0"7.8" 9.0" 36.D"1b.0• 9.5' 4.5" 6.5 ib.6"21.5' 6.0" 3.0" 4.5"1 8.5 62 16.0"13.0" MS" 7.5".36.0"14.5" ==C� IOD 11.5" 6.0" 3.0" q.5"B S' 11.5° 6.0" 3.0" A.5° 8.5" 11.5" 6.0" 7.0^ 4.5 8 5" 9 FOR ANCH RSNOTES.HEFT