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t Fhorida Building Code Online t o Page h of 2 o 1, �o BCIS Home t Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications ;fi Contact Us BCIS Site Map i ,Links '• Search Florida Product Approval - r (A USER:Public User Selo Fo Product Approval Menu>Product or Application Search>A It on Lis[>Application Detai p(i r�/k, p19 o FL# FL13757-R6 � St(V g 6' ,rig, Application Type Revision C�@ c'0a'� Code Version 2017 .O4ry @n f Application Status Approved Comments Archived Product Manufacturer Town and;Umc-MP Address/Phone/Email 400 West Ft.Lauder(954)493 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 v4F[) ��VIE �LIANc� Quality Assurance Representative CO -'" Address/Phone/Email �y, GD Category :Accordion tters ST. LUC' — C"14 Subcategory 13®DC Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ._J Evaluation Report-Hardcopy Received it Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. d. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.Ddf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.Ddf FL13757 R6 Eauiv Eauiv2.Ddf FL13757 R6 Eauiv Eauiv3.odfI http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 9/16/2:019 ' I Florida Building Code Online Page 2 of 2 I Sections from the Code i I 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 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.odf f Approved for use outside s Verified By:Frank L.Bernardo,P.E.PE0046549 Impact Resistant.Y Created by Independent Third Party:Yes Design Pressur /A Evaluation Reports Other:See in Ila[ion drawings for allowable span/press FL13757 R6 AE Eva11. combination and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Shutte System Limits of U Installation Instructions Approved for a in HV�YeFL13757 R6 II Dwa2.odf Approved for use siVerified By:Frank L.Bennardo,P.E.PE00465 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/press a FL13757 R6 AE Eval2.odf combinations and additional limitations of use. Created by Independent Th' rty:Yes 13757.3 E.A.Essential Facilities Accordion Ion 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 I1 Dwa3.odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information,anchorage,etc. FL13757 R6 AE Eva13.pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I ® eChkti; I® SecurityMetrics Credit Card Safe I I i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 9/16/2 019 11 6.8 STREAMLINE SHUTTER \\\\ 1/ ppy55ggNNARDO;n'G " GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ '�p`� �NQS.•' v 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PE004654 _ CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _* ZONE,AND THE INTER ATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE _ :, ((IRC THIS SYSTEM MEETS MISSILE LEVEL"D"AND IN ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH U/ -o N AST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION c w m z DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE % S+ <�RI�P••' m o REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE S ]�1C`r� 1i1� iYN LL ai FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN DTII I I I i I i 11� �JJ ,. PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. W oui= N 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ZQ �>v 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5 g SAFETY FACTOR. x L m z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQQUIRED FOR ALL WIND Z SN o w 0 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL W W CRITERIul A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW $3 � 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND to asm LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a c w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE V)°w m p W DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 I" SHALL BE USED. s S. SITE.ESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m N G 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL �*w m ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME f a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q ewgn w uG3 Y 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w o 8 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE -�g CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Na 5 0$ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o m 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL °� LL DOCUMENTS. ?m 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMEN I I NTS THE BUILDING HURRICANE PROTECTION OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM s a SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK E DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F�LLOWING MINIMUM TYPICAL PLAN VIEWS E 3 g INFORMATION: TOWN&COUNTRY INDUSTRIES a FORT MISSILE LEVEL D ASTM E1886,E1996&E330 1 SHUTTER ELETYPICAL VATIRDION ON R TAS 201 202&203 0 FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR E ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2" - -- - A- 14. -- K.S.I. MINIMUM SEPARA OM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL 6 BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a �•� 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. e� 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 6a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a 2 9 2 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8" 2-3/8" 1-518" R 99 3-1/2" 1-7l8" 3-5/8" 1-7/8" g TABLE 1: TABLE 1 NOTES: 120" 4-1l8" 2" �. 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" " y ACCORDION SHUTTER g SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: c SPAN SCHEDULE 1. ED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. ' AT EACH RESPECTIVE SHUTTER SPAN. RO - ll EFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY �!W(G1IBW11lL9BllDN00PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER PL0TII6T.__ SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A - R PREPSFRE PRE93URE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". 'ISM' 0M SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100ABOV 100 2-7/8°MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/B°WHEN>30' a, 99' 70 70 S. LINEAR INTERPOLATION BETWEEN 5 TT R A ED.FOR SPANS BETWEEN THOSE C INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM _ �-__ 144" 43 __ 40__ ___ __ _ __ __ _ ____ _ __ ___ _ _ _ _ _ __ _ E1996-09. PROJECTION VARIES ``p��K'• 2.874' 4.674'MAX. 0.115" 04801w*.• No AE'QQ46$q !!! o i � 0.062" 0.450" T 0.125" 1.708"-a 0.100' �--1.830" 0.062" - , r 0.080" 0.063" ` "0 1.708' SdO2820° T �9�T�AI rI f 0.195" O. 0.062"vti I IOIF o.Wiry;Sn st't .993 E 0. 30° 0.630° 0.1 $ 0.062" 90 ! 00195" 0.070" o 0.060" "10.062 ' ( 0.630" 3097° � \ W o0." 0.143° yq8 � 0.630' W U 5 ~ Jr. O'D60" O.Obp" f:070" 0.630' 0.06" 0.062» V}¢A t 0 62• x" I I .200" t` i' L ,i al � z°6 0. 1.069" auSUPPORT LEG OPTIONAL -1.069' 0.062" t'1.069°4 0.062" °0.200' V�tu -1 5.745"MAX. 5.745"MAX. y W �e 1 LL 2 B D OUT WALL 3 STREAMLINE CEILING TRACK �STREAMLINE WALL TRACK O HEAVY HEADER/SILL (�LITE HEADERZSILL o W SCA HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE ��--'' SCALE:HALF SIZE SCALE.HALF SIZE \--� SCALE:HALF SIZE O N WHERE SHOWN,SCBE 8 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 0. fi 0.874" 875" „ 2.195" }----}0.510" fi---2.195" {-1.230" 1.229" I I 0.1 S. 1 w 0 1; 0.72y52.655 �' ry F�c`-- ._r I (� " 2.362{O'„-i-. _--- d105" a 4.84''.831' 91.075" N 4.5101.469" d.i0.075• 0.105" 099L4 04"1 4.510' QNOTE:TESTED THICOF W zmz¢_ • 4.510" BARE METALWIOPNIS 0.039° 0.781° iESS Em�Es g m SILL (1 SILL ADAPTER EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE 7 ��_// SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE - - SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE fin it W. Ifi d.l0B.d477° 0.590" 70.0.0- ..1017 " 0.080 .3410 F�,0.245' 0.143°1 - 1.708"- 0.143" 0.096" M 1!2 1 111, 05 +0.4.753'� o0.090° 096' 4.510" Ili tlFvunlWa � gd�eR oPE 0 .6300.682• 00.060 FJ�0,014" .227" ' 160. 93"7 15-2339 NOTE:THICKNESS OF BARE 2.822" �--1.625"� f-1-0.420" BAH METAL W/O PAINT IS 0.039" P"E CMPTXOP TORI 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6STARTER 1g WALL SILL CLIP 1gb WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCC ALES HALF 52E SCALE:HALF SIZE SCALE:HALF SIZE 1,950' \,`,`IpPI,L 1111111/� I AIIY, BENNARDO, -J�0.125" 0.610' STAINLESS STEEL •280"t--{ 0° NYLON WASHER OR `��\(�'(;'.• KLI /�� .� T ASSEMBLY11 ALUMINUM 0.320"Q/HOLE ❑ r 0.050' 0.357" o w �'- �*: Np P o NYLON v w #10 x 2-3/4"410 HT S.S. 0.276' ZAFO�sS N 0.880 O.OSb' WHEEL -4V p o 0.120"o INSERTS SCREW W/TC ULTRACOTE �-• 0.591° 1 f 49 1 IY INTO 240" COATING M :• i� ID N r TRACK (TYP TOP&BOTTOM) N 0.062" - ��•• 'rrAr Y '1 /WASHER: I . F 'C{q�.z �'ui 7 = 5°MAX.-� 0.870" NYLON BUSH7/16"0 x 1/2'@ ING NTERIOR OR JOINT TOP I I ��N��O`�RICIA "� �G J 88 g TYP.AT EVERY OTHER 0.750" T'Y 8 INSIDE JOINT AT TOP. 0 x 0.154" 0.137" i�N �� rn U)a CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BEIOR JOINT ON EXTERIOR �1/q LI IENGj11 V, N= ANGLE 111 i • '� € 22 LLER ASSEMBLY HOUSING-ZINC COATED Z� k>Ua 3 SCALE:HALF 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT q, ¢ gga�a SCA -HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZE SCALE:HALF SIZE ZX �w� ae OR KEYITHUMB TURN OPERATED INSIDE. _ffffll j }o.zso' BRASS PUSH LOCK WW 0�9 23 SCALE.HALF SIZE 3(i' W sw R0.155" 1.978" 2.125" b w R0.500' 4.000' 1.742' 0.500" 0.236" 0.286' 1.603" '+ 0.623" 1.710' 1.224" 0.267" N 0.790" 0.090" 0.319° m 0.531° 0.531' m n ri 0.064" omi n ;26' n m 2.250°- 0.09 �- 0.284"to ° 0.250" ___4, c o 26, 0.607` 0.607° m 0.110. 0.224" .239' }-• El fn �-2.750"-� (_2.000" 0.060" 0.496° 0.240' 111 waOM 1.758" r I I toC�6A 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476° -�~ 1-+ J "' '❑� SCALE:HALF SIZE SCALE:HALF SIZE 0.160' 0.222"�T- 0.240° Zm< 1.001" -D.062" 0.062" 0.062" 0.176' ¢ 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER m fF qa SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE �/j G T, 4-0.062" ' Iouu 3 (I�5.500"x 13/16"WIDE }--}0.400° d g I 41A 167" 7/16'0 STAINLESS Bit cnQS LSTEEL NUT 30 O 0.188" D.43B" 5/16-18x1 MACHINE SCREW `�`N'� �t0a; I " 5/16"0 INTERNAL STAINLESS STEEL a+ 0.121" 4.500" }-}0.689" POWDER COATED,ZINC DIE-CAST n u� SECTION A HEAD STYLE VARIES 1q" 1_.0501- THREAD n e� DELTA MODEL 2022 3B T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW INDUSTRIAL SYSTEMS E SCALE:FULL 512E SCALE FULL SIZE n m (OPTIONAL) @co ----- 35 BOX LOCK SCALE:HALF SIZE H o _;o.zsa^ 40a 40b 40c 0.319 Dogs €€ I c SCALE.HALF SIZE l- ;. END STRIP 1" E E H 2.000' 1.6zs^ }-1.500°- -17-0.125^ 2 & 3" EXT 0.125' SCALE HALF SIZE 6 ! @ 0.000125" 0.093° EF 0.093" 0.250" 15-2339 0.125" OOHADNfFAklLO PE salll� PAO!DE9CRIlRION1 7.000°� 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 39 2X7 ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE c - i. L�BENNARDO P.E. ' ttt 6Ig9/ ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18"O.C. EXISTING DIST. i§5 GLAZING SEE END STRl(C �SCHEDULENo ry .ANGLE EMBED S �'+ SPAN WHEN LCSI*G: _ LEG D R*ANGLE 4 OR 6.8 40b i3R 4VOc, 0 N _ ii ii 6664 1/4" 4R 6.6 STAR7ER.�•, 4 �� EMBER. 77 (INTERIOR) 37 p, t7 4.4 MAX. WITH 21 OR 2!k Q p lu MIN.0.062"THICK 6063-T6 ALUM. O� 30 ANGLE i'x 1'MIN.TO Y x 5"MAX. 22 25 (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ t t zi _ DIST c 38 ANY ANCHOR PER ANCHOR (2 430x1"SCREWS AT }1Q'1 CORNER 70P&BOTTOM;AND SyQ WIS SCHEDULE @ 18"D.C. ATTACH�0 6.8 STARTER W/ 0 w m 412 x 1/2"GALVANIZED OR z 13 13 13 13 412 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS,3/16'0 ALUM.POP w(,(� oN Rd4 0 3/16.0 ALUM.POP RIVET,OR i/4-20 RIVET OR 1/4-20 MACHINE U-4 BI" _ 6.80"(TYP.) ( 30 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 16'o.c. ALTERNATE END STRIP DETAIL BOLT�.NUT @ 1B"O.C. �} 8 (EXTERIOR) 5/16-18 UMBSCREWINTOTNREADED WITH 6.8 STARTER AND ANGLE INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3••=V-0" ANY TRACK W/ O w 6; FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. O TYPICAL PLAN VIEW HOLE SHALL BE 31V MAX WIDTH,UP TO PS SPAN Ci SCALE.3"=Y-O" 1"HEIGHT. i'BfO(2.7') 62 io8" ii••ii 72 00" 40 82 94" USE(1)BRASS PUSH LOCK 132 75' OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2'B/p(3• 62 85^ SEE END STRIP rn SCREW I 0 THREADED INSERT 37 AT1/35PAN CENTER MATES ao SCHEDULE FOR MAX. TO 2/3 AN FROM SHOWN ON RANDOM n SPAN WHEN USING v BOT TOM OF SHUTTE R. 30 DETAILS 3'870(4.7'� 20,40d,40b OR 40C, ha RECEIVING HOLE SHALL BE Ch i3 +0 1/4" OR 6.6 STARTER m ro 3/8"MAX WIDTH.UP TO 74" �q,� 1"HEIGHT. lia" MAX, WITH 21 OR 25. 0-134 Ati.1`8t0102tI?(2.'7) �112 Bt" USE APPROPRIATE 75" STARTER STRIP TO g L6'x3' 45 93" 40 20 PROVIDE CLOSURE g (t),� —,_ .... x0.083• FOR _ E r 2 87 �1 RG 13 7 B BUILDING CONDITIONS. a S g 3 23 Y1 BO 78" FASTEN STARTER STRIP g 7 6" TO TRACK W/(2)4410x1" $ (INSIDE73 7 SCREWS AT CORNER.TOP x0.125• 8 BOTTOM ..-- - -- - 2x3' 62 iz� ALTERNATE END STRIP DETAIL 1 " SCALE 3"=1'-0" ANYBOSTRACK W/SCREW R 84 318 a a TO 311• 2 a¢ 08" FOR GREATER SPANS OR LOADS THAN SILL - 8 0 W SHOWN IN END STRIP SCHEDULE,END ty N 0 STRIPS REQUIRE A 1"xl".090'CLIP ANGLE y8 t^ vy HID SPAN USING ANYANCNOR ON THE EXISTING GLASS -r`, ANCHOR SCHEDULE B 014x1/4'TET (b6 g CI z SCREW OR 1/440 BOLT TO END STRIP. -(;\-g No J USE(1)BRASS PUSH LOCK (INSIDE) ¢ USE(1)BRASS PUSH LOCK a m OR(1)5/16-18 THUMB g OR(1)5/16-18 THUMB 13 ��a SCREW i D THREADED r� SCREW 1a0 THREADED 3A a INSERT 37 AT 1/3 SPAN SILL f2 FS!� III II�_ti, It1 INSERT 7 AT 1/3 SPAN ?a A TO TO AN FROM 1/ BOTTOM OF SHUTTER. (OUTSIDE) 807iOM OF SHUTTER .� °f RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP TP, i"HEIGHT. 23 } 035TYPICAL OUTSIDE CORNER CLOSURE t® 4 \ 3b �B DETAILS WO/CORNER POST 13 3D OOPWOHTRUN(LDPB NTS 13 31 3275 13 23 (OUTSIDE) 15-2339 SILL USE(1)BOX LOCK AT 1/3 FICALM lt,cRlPIiOM• SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE �9 i CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS Xin SCALE:3"=1-0" _JQ L. —E..__ _ LI — FRANK L BENNAR00°P.E. ^, Cl CONNECTION EF RENCEY ANCHOPE R OR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE _ SPACING sj Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2° W/NUT(a1 12"0 C OR - p p / \ SCHEDULE FOR MAX. #14 SMS Ca)6"O.0 / SPACING (TYP.TOP BOTTOM) _ rn I0 r4 7fr 2 FASTENERS ALUM. TUBE 1 -T 1 u .moi: ° 6063-T6 ALLOY ? %t7�• EACH ANGLE SEE TABLE A FOR SIZE. I La % ,Cx•• fir I��f. S OR 6 OR/ `, OR�6 J Z w ���S D• dF 1"x 2"x 1/8" �. ALTERNATE THRU BOLT ,. o-' OR 2"x 2"x /8" �—Cl CONNECTION TYPE o o a ALUM.ANGLE _ __ REFERENCE ANCHOR MIN.GLASS Waw --�p QI PEI.Q �f SCHEDULE FOR MAX. SEPARATION 13 0.m la� Q Ill LL O 13 () 11 I SPACING PER TABLE 2 F'vIA� ZX PE z THREE 3/16"O ALUM. ° I 16 �Q ^ a., $Wg POP RIVETS OR I� GL ASS rtrttt xw¢m WW ¢��dll tl1 THREE#12 SMS,TYP ° 17 I I OR DOOR w a 4 v U z 3/16•'0 ALUM.POP ! \ X wi- (AlYr- 17 RIVET OR#12 SMS ' Lt- W 2 TABLEA�a3) �a1e' oc t7YP) �, ' ..... ,/ <rfRN uF too uW 6 5OR 6a0R wo PRESSURE VS ALLOWABLE LENGTH F� \B O J V) MAY USE MALE OR _ 2"x %8* 3'[G"x1//8' N PSF No 8V Na 8/O 1 FEMALE LOCK-SLAT o o �I 11.--U^ w +moi 62 130° 188' 13 ALTERNATE THRU BOLT i/4"MAX.FROM PIN C5 CONNECTION TYPE -" it 72 124" 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING CC3 REFERENCE ANCHOR fr-�- 19 WASHER(TYP.) W8 82 119° 172° O NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX Ti 92 114' 165^ SPACING 'II #14x3/4"SMS 9"O C. 102 110" 160' '-" -I)J/ ANGLE TO TUB PCD N NE C T ION 120 104" O m Q 2"x 2"x 125" 3K 150 gT 131° TABLE B�a4> EXISTING HOST EMBED. 6063-T6 ALUM TUBE �o'a,�� 200 88" 114' PRESSURE VS ALLOWABLE LENGTH STRUCTUREZm EDGE DISTANCE 5 CONNECTION TYPE 2'x2'z18' 350°x18 REFERENCE ANCHOR � 6 m PSF WITH O WITH O SCHEDULE FOR MAX E 8 SPACING S 62 113' 166" id n 107° 1sT FASTENER @)18"0 C. Cb ALTERNATE BUILD OUT MOUNT SECTION = a g (USE ANY ANCHOR SHOWN a o B2 101" 147° IN ANCHOR SCHEDULE) SCALE 3•'=1'-0•' m v 92 95* 137_ O Q R 102 90^ 13x' 120_ --B3" --122" FA __ - -063-T6 z ry MN GLASS 133/16 RIVET OR#12 SMS =o(al 18"O.0 OR 1/4-20 TUBE TYP. w 17 PER 7ABON =NUT&BOLT ITYP I 3/16"m ALUM.POPALUM. TUBE RIVET OR#12 SMS GLASS 2k o Zm18"O.C.ITYP.1zaa: ORDOOR Q 0Q6063-T6 ALLOY L° g w woSEE TABLE B FOR SIZE. x 1/8"2 FASTENERS INUOUSEACH ANGLE UM ANGLE �Si g of I2"x.093"6063-T6 AL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"m ALUM. 3 ATION TYP.o POP RIVETS OR 17 a _ 17 THREE#12 SMS,TYP. m EO EO. O OR 2"x 2"x 1/8" 4 CONNECTION TYPE 13 ALUM.ANGLE EDGE DI T REFERENCE ANCHOR B �e USE MALE OR FEMALE SCHEDULE FOR MAX.SPACING LOCK-SLAT EXISTING CONCRETE, o0P00@ITBUx3LEBdW010P1: 13 13 BLOCK OR WOOD FRAMING 15-2339 CGL[t - O INSIDE SILL MOUNT SECTION Pwaeoeirnirrlox� #12 x 1/2"GALVANIZED (OUTSIDE) EE SCALE:3"=1'-0" OR S S SMS,3/16"0 ALUM. - l1�4 CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE 3"=V-0" 99 t _ (la 18"O.C. r . FFRPANK L.BE WMO"P.E C5 CONNECTION TYPE III {" •i:T REFERENCE ANCHOR EXISTING Z J SCHEDULE FOR MAX. STRUCTURE ` O] SPACING - 7 _ 0 a^ Cl CONNECTION TYPE 5"MAX 1r4-20 MACHINE 80�`i'r�4. ..a GLASS a o GLASS w w w REFERENCE ANCHOR 1S W/NUT(al 12"O C 022/l: NO OR DOOR N�. OR DOOR F w>> SCHEDULE FOR MAX. 0 #14 SMS(al 6"O.C.-y - SPACING 1/2" (TYP TOP&BOTT61; 4N"}t= =wQW MIN. 13 ==Z2� MIN. 13 iy w a CiA55 N r in m /2" �'p : Z w r7 X N N-a EPARATION w- "y F OW,'.- 20 THRU BOLT W/ GLASS d m #14 x 1/2"SMS(1R 12"O.C_ PER X w 0 Z!- LOCK NUT ft 12"C C OR EPARATION L F w OR 3/16"0 ALUM.POP TABLE 2 d u O d 0 w OR ORI %fi'yPER 12 x 1/2"SMS @ 12"O.C.E TABLE 2 Z I- RIVETS P 6"O.C. OR 1/4"0 m w o OR 6 OR 3/16"0 ALUM ROP j O ALUM POP RIVETS(ol 12"O.0 .q w t// }U RIVETS @ 6"O.C. E.S. \ Z R 1/4"0 ALUM.POP RIVETS / 11 AND 3O MN.GLASS 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 73 r N o (j4; (° j 1/4"MAX.FROM PIN 1/2"TYP. GUIDE TO BUSHING PER TABLE ~ 0w Z 4y 4'pFit w O9 AND 10 GUIDE TO BUSHING WASHER(TYP.1 ==ZuJ v~tu 2 ASSEMBLY WASHER(TYP) GLASS N~ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR���.TIT{ xi, N�sxm ri BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR }} 4 Q a o W W SCHEDULE FOR MAX. 7p w 4 CONNECTION TYPE 01ST. SPACING Hp REFERENCE ANCHOR `s EDGE SCHEDULE FOR MAX. DIST, SPACING AS SHOWN 1j r 1/.•-„ 3 CONNECTION TYPE IN DIAGRAM ON PG.90 0 5 OOR 6 OR 4G! REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX, BLOCK OR WOOD FRAMING /2" 7/4"MAX.FROM PIN GUIDE TO BUSHING SPACING ALT FASTENER CONNECTION TYPE /' `♦ 1/ LI LOREFERENCE FRONT AND REFERENCE ANCHORWASHER(TYP.) -9 BACK ANCHORS NOT REQ'D � w INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 1/L"MAX FROM WITH THIS LOCATION PIN GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE =ia-,I s REF BUSHING WASHER INSIDE MOUNT SECTION CHEDANCHOR y rnv 0 m S ITYP'} A SCALE 3"=V= -0" SCHEDULES ULE FOR MAX �cy O M EXISTING CONCRETE. SPACING Oa j BLOCK OR WOOD FRAMI EMBED Zm< CQ BUILD OUT MOUNT SECTION _ L EXISTING CONCRETE. SCALE 3"=T-0" E w 3 TYP BOTTOM S BLOCK OR W000 FRAMING c � EXISTING a v NOTE.FOR DETAILS A, I O,AND EON THIS SHEET, EDGE DIST. 4 CONNECTION TYPE EMBE STRUCTURE THE BASE TRACK MAY BE INST ALLIED IN SECTIONS O REFERENCE ANCHOR 5 CONNfCiI TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS EO SCHEDULE FOR MAX. REFERENCE ANCHOR o 3 A MINIMUM OF TWO SETS OF ANCHORS AND IS A w 5 6 SPACING SCHEDULE FOR MAX ,Pa MINIMUM OF 12"LONG THE SILL OR CEILING TRACK _ SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS - - - 3 16 1�., ey OVER THE GAPS BETWEEN SECTIONS. 1/2' t"1''RQ w F w O N GLASS MIN �_I' ■ OR DOOR GLASS 13 I' Nwwa ?b d 5 0: 412 x 1/2"SMS(d 12" EPARATIO S = w> $ fj tt I-w O.0 OR 3/16"0 ALUM PER N OvtQ 13 jNw=� � �� pppK'� H w D POP RIVETS(ln 6"O.0 TABLE 2 X O Z F- GLASS OR iL MIN GLA =F Z u m I-N W OR 1/4"0 ALUM POP d O a DOOR pq 7 X L3 p 2 d ! 13 7= 5..1 RIVETS@12"QC E um PER TABLE Zn F- � � ttiN GLASS Nr ONm `-' dJpQ m SEPARATION m PER TABLE 2 x w Z t- �7 AND�8 d e d d 1/4"MAX.FROM PIN _ 1/c-20 S.S.MACHINE O a Lg� L w ASSEMBLY t/2" GUIDE TD BUSHING 119 i, ;j� SCREW&NUT P u N It P.TYP. WASHER(TYP} '= 12 a, 'a O w - R 7/4"MAX.F P OR DOOR 1/4"MAX.FROM PIN w 4 CONNECTION TYPE O 1/2" GUIDE TO BUSHiN Jim tp `t( X GUIDE TO BUSHING O WASHER(TYP) o aR iv E WASHER{TYP} EDGE REFERENCE AN O�IAgNFRCtHtt88L�NimOPE S 6: EXISTING CONCRETE, DIST SCHEDULE FOR MAX SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 a m BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SGLII OR SCHEDULE FOR MAX SPACING PAG�pda4FdN1 "x 3"x 1/4"CONT. ---C3 CONNECTION TYPE #12 x 1/2"SMS(l 12" SPACING.ALT,FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0 OR 3/76"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING _ AY BE REVERSED 0 SCHEDULE FOR MAX. POP RIVETS(al 6"O.C. BACK ANCHORS NOT REQ'D 5 SHOWN DASHED} SPAOR 1/4"0 ALUM.POP WITH THIS LOCATION RIVETS Co)12"O.C. CEILING / INSIDE- MOUNT SECTION ;J WALL BUILD OUT WALL MOUNT SECTION E� D f _ - - _ SECTION v O SCALE,3"=1'-0" _ .__. _____ __ SCALE:3"=1'-0" . MIN.GLASS fji(1NK 4 BENNMI O P.E. GLASS SEPARATION Z� 1111 yPFAOJ`t47 �.•.!; OR DOOR PER TABLE 2 130 0 ♦♦ wuU `�•• LI �• r N ' GLASS OR �— r4 DOOR �.' =w a GLASS OR NOP 0046$4 0 a DOOR MN.GLASS X SEPARATION - 1 2 w MN G1A55 w w PER TABLE 2 HO SEPARATION r m STA PER TABLE 2 r warI D i / O �`13 a w¢N 13 �- (3 aSQ u7 ED o/2" Ew0ZC7 CONNECTION TYPE XwZX FROM PIN GUIDE a REFERENCE ANCHOR 4Jwu ING WASHER(TYP.1 w n SCHEDULE FOR MAX a WW g3 ®Lu � TWO 1/4"0 WOOD .250" SPACING—� QN LAG SCREWS(x)24" C4 CONNECTION TYPE (A 19 W O.C.MAX WITH 2" .250" W THREADED PENETRATION REFERENCE ANCHOR j1 ow w ,"I, "T"INTO CENTER OF 2X STUDS /S SPACISCHESC DNGE FOR MAX 8h ~� /co w /C1 N M 18 EMB."T' 14 SMS C@ MIDSTRA PAN BETWEEN / DIST. ci STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE n PLYWOOD& TUBE CONNECTION � STUCCO FINISH 1"x 4"x 125' w `1 6063-T6 ALUM TUBE THIS DETAIL TD BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL �pl WALL MOUNT SILL DETAIL w EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. SCALE:3"= 1'-0" `..// SCALE:3"=1'-0" y OWALL MOUNT SECTION THIS DETAIL MAY �y m SCALE:3"=V-0" ALSO BE USED �•E°O I, OomK O Zm< 'e g E Gi $ ACCORDION SHUTTER 0: `/ -/ ��.'? 30� PER PRODUCT APPROVAL-\ -GLASS "' a C� MN GLASS OR DOOR r SEPARATION D '^ II PER TABLE 2 73 t N APPLICABLE AT TOP Z EXISTING WOOD(G=0.42) -a - AND OP.BOTTOM X Q - Z --- - TRUSS OR RAFTER - - -- "1 a n X Q (O 24"MAX.O.C. 2"OR 3" y M L N B' MAISTING TERIALF WISH 1/2'MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 3"x S'e°x CONTINUOUS OR 2.175" 2"x 5"x ANGLE 6063-T6 yy 8 8 TO BU SHIND WASHER I) ALUM ANGLE W/THREE i i m a 9�Bp LL 1/4"TILE(TYP.1 1/4"0 WOOD LAG r II W ®®m 6F6F 5061-T Ye" 1' FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD pENETR "T"IN WOOD 5 6 i 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT Cel 7"O.C. m FASTENED TO ANGLE WITH 1/4-20 < (a1 12"O C EACH RAFTER OF TRUSS, ° �Q ANGLE FASTENED TO OR 5/16"0 A325 GRADE THRU BOLT 24"O.C.MAX.WHERE QFgi MACHINE SCREWS AT 3'FROM ENDS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE - GAL V OR S HOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w ! G "FROM ENDS AND ' AT EXISTING CONCRETE Ex B 5"0 C W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO 3"FROM BALANCE WITH O*C1% OR 1/4"0 LAG SCREW C-)9"O.C.W/1-7/8" wwr-' _• 2-1/2'MIN. STRUCTURE 3000 PS]MIN NEXT TRUSS. � FOR BALANCE WITH 12/- IN.EMB IN WOOD SG=0.42 TO 0.55 pg' MIN EMBEDMENT AND 2%' MAX.DESIGN LOAD AT T-0-MAX SPAN; r N=o•- 44 gggg EXI STING CONCRETE, X IA"'w �Fr.�� �pI MIN EDGE DISTANCE, t62 P.S.F. HOLLOW BLOCK OR / 13 ==Zum SSii a ffe STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT V-0"MAX SPAN: WDOD FRAMING.SEE IO -.,< O7PYBICHTRUN(LL®NMMDDPE SPACING,TYP, t 52 P.S.F. ANCHOR SCHEID ALUM ANGLE(Ofi3-76) G w¢G CONT r 15-2339 BASED ON TYPE OF on HG BUILDOUT MOUNT srRucruRE sw�N SCALE. SCALE:NTS (MAX.DESIGN LOAD:72 P 5 F) Q PAGE DESCRIPTIONI PASS THRU DETAIL Hb SCALE 3"=1'-0' O TRUSS MOUNT SECTION A SCALE 3"=V-0" f EXISTING HOST ALT.LEG DIRECTION RR+Od76lSg j Amt PSE, STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MINEDGE OF ACCO `" EDGE OF S12"MINHRUTTEROM , SHUTTER BLADESION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM 7a- ��ii TOP OR BOTTOM ASSEMBLY1/2' SPACING,�SPACING,AND 3"MINIMUM EDGE DISTANCE ' I (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE 0 6549 1/2° PER SPAN TUBE SCHEDULE _*i EMBED. SPAN TUBE PER - _ DESIGN SCHEDULE --U LJ ACCESS HOLE p v�aT cry~V �= EDGE OF ACCORDION Z i 1/4-20 MACHINE BOLT W/NUT @ ""BE F~V 3.5'MIN SHUTTER BLADES f Q 12"O.0 OR 914 x 3/4"SMS 6"O.C. � m \ TYPICAL a - 1/2'MAX. 7/7S 4 _ 3"MIN - 5 6 -LF��w `� j�U K 6 2.875"0 HOLE(TO RECEIVE EDGE 3 16 4 ROUND WINDOW ASSEMBLY) DISTANCE n MIN.GLASS 13 J z~ Z OL m MAXIMUM OF 3 WINDOWS EXISTING ll SEPARATION w O o" .i EVERY OTHER BLADE GLASS OR k o o W 0,W 1 m DOOR Num N� a z 1 LIGHT-N-VIEW WINDOW f°`o 3"MIN xx ry O k EDGE 1/2°MAX - g w¢ b y W uo FFF6,,, 2 w a .i 8 N.T.S. EXTERIOR El EV =0 DISTANCE w w zInw 5 6 Ow a 2 Z 3 16 1/4"MAX.FROM PIN GUIDE v1`i ti TO BUSHING WASHER ITYP 1 w O in a ACCESS 1/4-20 MACHINE BOLT W/NUT @ w 1/2" HOLE 12"0.0 OR 914 x 3/4"SMS 6"O.C. 2 8 d.875"O HOLE TO SPAN TUBE PER yt E RECEIVE ROUND EMBED, DESIGN SCHEDULE w WINDOW ASSEMBLY 0: 1/2" (2)6063-T6 ALUMINUM F o 21AX. ANGLES PER BEAM END,SIZE � EXISTING l PER SPAN TUBE SCHEDULE y HOST f4"0 THRU BOLTS SEE BEAM A.s�' STRUCTURE sSCHEDULE FOR REQUIRED NUMBERS e EMBED INO CNRSE"OTE OR HLID OLLOW BLOC�3°INIMUM 0.125" -}}-0.125" SPACING,AND 3°MINIMUM EDGE DISTAild0.032' 0.032"�}{ MAX.DESIGN L 3 g 0.196" /�'^ \\ I'I 3 SPAN TUBE SECTION / \ B N.T.S. VERT SECTION 6 450I`Ly, SPAN TUBE SCHEDULE - - ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE ANCHORSPER LENGTH +, ROUND SUIS SHUTTER SPAN THRU-BOLTS ANGLE WINDOW in a ASSEMBLY TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM Will ,� ■6 / m TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE ���i l l it 27.5'k80" 123.8' 135.2' 2 2 2 3 4" 7" 0.125' 98' 101.T 106.9' 2 2 3 3 T 7" a�anl� 123" 89.8" 94.4" 2 2 3 3 T 7- t�T 6U 60" 129.11 157.(r2 2 2 3 _ 4° _ 7" ��� 2k6"x 96` N4.8` 124.1° 2 0.125 2 3 3 T 7" �a m i / 123" 1 102.8" 109.6" 1 2 2 4 4 10" 10" _ 02.875" � " 1� \' k 60' 138.0° 198.9" 2 2 3 3 T 7" 03.250tl �g 0.125 98" 122.T 155.T 2 2 3 4 7- 10" 1 g f 123' 115.4" 137.5' 1 2 3 4 5 10" 13" a �6J0 60' 158.1' 240.0' 2 2 3 4 T 10" 9 5 / 0.1875' 140.6" Is 229.9" 2 .Tn L� I�-VIEW WINDOW \ / 123- 132.2" 203A° 3 G� N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ i/ SPAN TUBE SCHEDULE NOTES" 00FVf=RWRLM*#=PE ` x x x x •"ANGLES FOR 2"x5"&2"x6'BEAMS. 15-2339 A 2. USE 2°x5"x1/4"ANGLES FOR 2"xB'&2°x10"BEAMS. R 3. USE BEAM SCHEDULE FOR DETAIL 3/8. p�we oEswpnoNl 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 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 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED._ _ ___ _ OO - -- ------- --- - -- -- - - -- - 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. - - - -- -' ANCHOR SCHEDULE: CONCRETE FRANK L.BENNARDO P.E. 1 1 1 1 N PEO 6549 -4 2.5"MIN EDGE DISTANCE ri S ns U To 6'-0" Spans UD To 8'-3'• Spans Up To 12'-0" P`,•• t'1 LOAD nos CONN TYPE CONN TYPE o ANCHOR (psfJ ^ i�1I 4-:- No PE004 = Cl C2 C3 Cl C2 C3 C4 CS Cl C2 C3 CA CS _, 1/4'ITW TAPCON OR ELCO 43 16.0" .0"15.0"1 •"16.0"16.0"16.0" 9,0" 13.0"116.0"16.0"19.5 5.5" 8.5' 14.5" _7F ULTRACON WITH 1-3/4' 53 16.0"16.0"10.5"14.5"16.1"116.0"12.0" 7.0" 10.5"116.0"15.0" 7.5" 4.5" 7.5" 10.5" _ N EMBED(3192psi MIN CONC) 62 16.0"16.0"18.5" 12.5"16.0"16.0" 9.S" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" _ Z 70 16.0"13.0" 7.0" 11.0" B.0" S.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 /�B C 0 MB IN A T 10 �� $y / o ,� STATE O#102 100 15.0" 75" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.S' 10.5"35.0" 7.5" 4.5" 7.5" 10.5' 1 2 z S(TYP1 10CBINATIO ,'O(ORID1/4°MILIENIUM MILLFAST 43 36.0"Ifi.O"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16,0" 8.5" 5.5" 9.0" 13.5"6. ITH 1-3/4'E;BED(3275psi 62 16.0"15.0" 815" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5' O ,/�S2ONAL 3 MIN CONCRETE70 16.0"12.0" 7.0" 11.0"16.0"14.0" 70" 4.S" B.0" 10.5"13.5" 7.0" 4.5" 7.5" 9,5" V ��I111 Z o 100 13.5" 7.D" 4.S' 7.5" 9.5" 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.D" 4.5" 7.5" 9.5" lJQ �Lm 3/4'ELCO CRETEFLEXS 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.5" 8.0" 13.0-16.0- W/NC 3.0"16.0" 1 x S(TYP") 2 x S fTYP.1 Wry�1(rrJ��R� w.$ W/ C EMBED(3350ps1 MIN 53 16.D"116.0"16.0"16.0"116.0:1116.0"16.0"10.0"15.5'16.0"116.0'7110.70 6.5" 11.0"14.0" 0'w3a x rL CONC) 14.0" Ot 70 16.0 1_0" 0.5" .0" .0" .0"10.5" 7.0" 11.5'15.0"16.0"10.0" 6.5" 11.0"14.0" (nee xw 6.5' 14.0"16.0"10.0" 6.5" 11.0"14.0"36.0"10.0" 6.5" 11.0"14.0" C3 W Iii I"MIN EDGE DISTANCE N Cl C2 C3 CA CS CI YC23 CA CS CS C2 C3 C4 CS NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING2 1/4.1TW TAPCON OR ELCO a3I6.oI6.o7.sB.oI6.o16.0" .D" S.5•' 16.0"16.0" 9.0" 3.0" 4.0" 1a.D" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULT1V\CON WITH 1-3/4° 53 Ifi.O16.0" 16.0"16.0" 4.5" gi 16.0"14.5" 7.5" 10.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDEEMBED 3192 sI MIN CONC ANCHORS ONLY G( P ) 62 16.0"15.5" 4,5" 5.5" 16.0"16.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE QE WITH n70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 11.0"14.5" 7.s" 10.0" OUTSIDE ANCHORS ONLY100 14.5" 7.5" 10.0"14.5" 10.0"14.5" 7.5" 10.0"1/4'MILLENIUM MILLFAST 43 16.0"16.0"11.0 13.5"16.0_'16.0" .5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" NutylWITH 1-3/4°EMBED(3275psi 53 160"16.0" 8.0" 11.0"16.0"16.0" 0" 7.5" 16.0"105" 5.5" S.S" 7.5" ANCHOR NOTES: W 3 MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13,5' .D" 6,5" 11.0"10.5" 5.5" 5.5" 75" Q70 16.0" 9.5" 5.5" B.0" 16.0"11.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE °a10010.5" 5.55.5" 7.S' 10.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). °g 0 m z 1/4'ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE 0;Q:4 oC US ANCHOR W/7/8•EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O?l< g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINE SCREW 43 16.0"16.0" 8,S'• 10.5"16.0"16.0"12.0" 5.5" 7.S' 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E (3000ps1 MIN CONC) 53 16.0"15.0" 6.S' 8.0" 16.0"16.D" 8.5" 4.D" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. FF T2 16.0"11.0-15.0 7.0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10,D" 5.0" 4.0" 7.0" S W .� 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. S 70 16.0" 9.0" 4.5 6.0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0'• '•E 3 g M 100 10.0" 5.0" 4.0" 7.0" 10,0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER S 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 =16.0"116.0' C3 C4 CS Cl C2 C3 Ca CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF g i/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0" 11.5"16.0"16.0"16.0"11.0" 7.0" 11,0"16.0"6 (3000psi MIN CONCJ 53 1fi.0"16.0"13.5"16.0"16.0" 8.5" 13,5"16.0"16.0" B.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE62 16.0"16.0"10.5"16.0"16.0" 7.0" 11.0"16.0"16.0" 8.5" S.5" 9.5" 12.0" ONLY. wz� 70 16.0"15.0" 9-0'EE Ia.O"16.0" 6.0" 9.51 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" 5.5" 9.5" 12.0"Ifi.O" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT _ 2-5/e°MIN EDGE DISTANCE 1/4"POWERS 55 DROP-IN -" FINISHES SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/3/4.20 SS BOLT AND Cl C2 C3 G6 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS y'y a ,r 1"EMBED(3000ps1 MIN 53 16.0"16.0" 9.5" 14.0"16,0"16.0" 9,5" 6.0'• 10.0W " 4.0" 7_0" 8.0" 7 VARY.FIELD VERIFY THAT FASTENERS ARENTO ADEQUATEOOD P WOOD FING RAMING CONC) S 33 8 pp 62 16.0"12.5" 7.5" 12.0"16.0"14,5" 7.5" 5.0" 8.5" " 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR �B 70 16.0"SO.D" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 4.0" 7.0" 8.0" han SIDE CLO�URE PIECES. IIDO 11.5" 6.0" 4.0•' 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" " 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER y 1/4°POWERS 5S DROP-IN 3-1/2°MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2°x 4' MIN.)WOOD STUD.3/4° �¢ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL W/1/4-20 SS BOLT AND CI Q C3 C4 F-CS Cl C2 C3 C4 CS Cl C2 C3 G6 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. ggg N 1•EMBED(3000ps1 MIN 43 16.0 16.0"15.0"16.0"16.0"16.0"14.5" 9.0 13.5"16.D"15.0" 7.5" S.D 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 6 CONC) 53 16.0"16.0"IO.S'15.0"16,0"16.0"1D.0' 6.S' 16,0"12.0" 6.0" 4.0" 7.S" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER -p 62 16.0"13.0" 8.0 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. Q$G 4 E 70 16.0"10.5' 7.0" 11.0"16.0"12.5" 6.5" 4.5" B.0" 9.5" 12.0" 6.0" 4.0" 7.S 8.5" g S @ Ill) 100 12.0"-6_.o-_r4.5-T-7.5" 6.5" 12.0" 6.0" 4.D" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 62 ®•N ' 2'MIN EDGE DISTANCE = DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ¢ c a12 SMS W/2'EYEWALL Cl C2 C3 Ca CS Cl C2 C3 Ca CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. LOPITtIORRUKKLB0UUX00PE ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"ifi.0"Sfi.O"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5' (2000psi MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"31. ' S. B.0" 16.0"14.0" 7.0" 3.5" S.S" 10.0" Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 5 5" 15_2339 62 16.0"15.0" 7.0" 9.5 16.0"1fi.0" 9.0" 4.5" 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 SCALea 70 16.0"12.0" 6.0" B. 16.0"14.5" 7.5" 4. 6.0 10.5"14. DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT'DRILLS BE USED TO INSTALL PAOC DESIMPnON1 " 0" " 0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0•' 3.5' S.S.- 10.0"14,0"-7.0" 3.5" S.5" 10.0" - __0 3. #12 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0.,16.0 16.0"1fi.0"16.0 10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0" ARMOR INSERT W/2.5" 53 16.0"16.0"12.0"16.0"16.0"16.0"15,0" 7.5" 11.0"16.0"16.0" 9,0" 5.0" 8.0" 13.0" °�9 w EMBED(2000ps1 MIN CONC) 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5"114.0"116.0" 9.0" 5.0" 8.0" 13.0" 1 :0--9.0"-=5:0 "-"-=8:0 13.0"16.0" 9.0" 5.0" -8.0-113.0"116.0"1-9.0"15.0" _- Plal MMMMUMM ®® EMM®MEN i ., ■[�!0 m©m©©0000©0 m�00©m ©000000© a algia 0 KUSMI Em .. no MEM EM mm ogna FAA- mom - ��iiiiiaii iiiiiiii/iiiiii - iiiiiii�iaiiiiiiiii� • ®��� iiia ®� iaiiiiiaiii ��/i.• / /iaiiia, ia, 1-1/4'EMBED , iiia®��� J.iiiiiiiiiii� VNERVOWNWOi mM " Em�//a//////�/aa�/////mia///a////////////i///////ma��i///a///a///i/// ///���///�i//�,��/�i////%/a//mom ium mi %/%/ ,M %//%//%/ ® /////�� V/////, NNE %///%/ %/ % %/// /��// - �.%/� %a�a% %% OJ/%//% %%%/,�%a/%a///,%%%/.%//% - mm■®m®m®®®mom®0000®®®m©m®mj/m//�mmmmmmm0m0®00000 EME %ELILLULIM UPON-,ME ��% • � ���-. 1-3/4'EMBED 0000©mom ©ommoommmmo�mmmm© e0 ■00°000©©mmmmm�m�mmmmmommmmm© aa�iaaaa//a������mia®��aiiaiiiaia� m jii� %ice' //' /� %OUR � ��13 KEW � % ii% . VOaV// �///%////�// ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKL BENNARDD P.E. `111{ 11111 1 /PEp046549 2'MIN EDGE DISTANCE �� 1� �'•- 1-�J Spans UD Tp 6'-0" Spans UD To 8'-3" Spans UD To 12'-0" •L{C fPr.: f4 s PCOAD NN TYPE CONN TYPE CONN TYPE =N ANCHOR s C1 C I C3 1 C4 1 CS CI I C2 I C3 I C4 I CS C1 C2 C3 C4 CS _* No PE0p9654 S12 SMS W/2"EYEWALL 43 16.0 16.0" 7.5" 9.0" 16.0"IS.S' 8.5" 4.5" 6.5"L7. " 8.S" ' 3 x ARMOR INSERT W/1-1/4' 53 16.0"10.5" 5.0" 7.0" 36.0"11.0" 6.0" 3.5" 7.EMBED 62 14.0" 7.5" 4.0" fi.u- 14.5" 9.0" 4.5" 4,0" 7.0" 3,5" 3.5" SA" -70 11.5" 6.0" 3.5" 5.5" 12.s" 7.5" 3.5" 7. 5" 5.0" %.n•, S7ATE OfW1°IF 100 7.0" 3.5•' 3.5" S.0" 7.0" 35" " 7.0" 3.5" 3.5" 5.0" %�SS•F�OR�OA,•.•', Nm ANCHOR SCHEDULE: WOOD (G=0.55) S�I g 3/4'MIN EDGE DISTANCE I� Q G Spans UD To 6'-0" Spans Uo To 8'-3" Spans Up To 12'-0" 1.Ja Q W$� t7 u LOAD CONN TYPE CONN TYPE CONN TYPE X 0 N m¢ ` O ANCHOR (psf) T D OK =m CS C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 CS W 1/4°LAG SCREW WITH 1-3/4 43 16.0"116.0-111.5"12.5"16.0"16.0"116.0- 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"116. 0" 6.0" 7.0" 16.0"1fi.0"11.5' 4.0" 5.0" 16.0" s = 62 16.0"I6.D" 7.0" B.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" 01 W s wt w 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" b 13 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 10 A ,i uu? 7/16'WOODBUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"115.5" 6.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0' c 1.13"MIN EMBED&1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0"1 6.0" 3.5" 5.5" 11.0"17.0" 3.5" ° SS MACHINE SCREW L? 62 14.0" 8.0" 4.5" 6.5" 14.5"19.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" 0 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.S' 3.5" 4.0" 5.S' 7.0" 3.5" 4.0" S.D. O •� 100 7.0" 3.S" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" it .A �+ #14 SMS OR*14 WOOD 43 16.0"16.D"12.5'14.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5_0" 7.0" 16.0" y Y SCREW WITH 1-3/4"MIN 53 16.0"J16 9.0" 11.5"16.0"16.0"15.0" 6.0" B.0" 16.0"16.0" 9.5" S.5" 13.0" THREAD PENETRATION 62 16.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" Q 70 16,D" 6.5" B.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" m 100 16.D" 4.0" S.5" 13.0"16.0" 9,5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 13,0" �M ¢m /1 y ANCHOR SCHEDULE: WOOD (G=0.42) -,Q:p=m< g Z [' 3/4"MIN EDGE DISTANCE f 9 LOAD Spans Up To 6'-0" Spans Up To 8'-3" (Spans Up To 12'-0" E y"1 s O ANCHOR (P� CONN TYPE CONN TYPE CONN TYPE p _ut Cl C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 I CS g ,g 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"19.011 110.01,16.0"16.0"16.0"1 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.S' 15.0" y a MINT PENETRATION m 53 16_0"16.0" 6.5" B.0" 16.0"16.0"12.5" 4.5" 5.S" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" m < N 62_16,0"16.0" 5.5" 6.5" 16.0"16.0"13 9.5" 3.5" 15.0"15.0" 7.5 3.0" 4.0" 11.0" c 70 16.0" .5' 4.5" 6 A" B.0" 16.0"I6A" 3.0" 4.0" 11.5"1S.0" 7.5" 3.0" 4.0" 11.0" IE``ar1V,i- R o � 100 15.0" 7.5"- 3.0" 4.0" 11.0"15.0" 7,5" 3.0" 4.0" 11.0"15:0" 7:5" 3.0" 4.0" 11.0" S14 SMS OR 14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" S.S' 7.0" 16.0"13.0" 6.5" 3.5" S.0"�7.5 SO SCREW WITH*1-3/4°MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10,5"10.5" 5.5" 2.5" 4.0"70 16.0" 9.5" 4.5" 6.0" 16. 11.0" 5.5" 3.0" 4.0" .0" 4_0"100 10.5' 5.5" 2.5" 4.0" 7.510.s" 2.s" 4.0" ).5" 10.5" 5.5" 2.5" 4.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK Noll 11 qq al 4'MIN EDGE DISTANCE G g G Spans Up Tp 6'-0" Spans UD To 8'-3" Spans UD To 12'-0" x a LOAD CONN TYPE CONN TYPE CONN TYPE Si♦iS 3� r O ANCHOR YC _ (per a cz c3 u cs c1 cz c3 ca cs c1 c2 c3 c4 cs 5/16'ITW TAPCON XL W/ 43 16.0"116.0"116.0"16.0"16.0"26.0"116.0"15.0"16.0"116.0"16.0"115.0" 9.0"114.0"116.0" a 2-1/4°MIN.EMBED 53 16.0"16.0"16.0"16.0"ILL 16.0"16.0"11.0"16.0"16.0"16.D 12,0" 7.5_12.0"16.0" .T 8 y4 �m 62 16_0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.D"16.0"16.0"12.0" 7.5" 12.0"16.0" i. 3¢ gg 8 70 16.0"16.0"11.5"16.0"16.0"16.0"12.s" B.0" 12.5"16.0"16.0"12.0" 7.5" 12.0" 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.S" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" D 5/16'ELCO ULTRACON W/ 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" i 8 6p 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" CaPYR16HfFRAM(L3DK9 OP.E 5 m 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5,5" 6.S' 9.0" 9.0" 6.5" 15-2339 2 5 _70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" fi.5" z ii 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 9.0" 6.5" 64u° 08 2"MIN EDGE DISTANCE PAGE DUMPROM. CS C2 C3 C4 CS 13.5" C3 C4 CS CL C2 C3 C4 CS - F12 SMS W/2`EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0" 6.0" 8,0" 16.0"14.5" 7.5" 3,5" 5.5" 11.5' oe T ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5- S .5- - -- - 62 16.0"13.0" 5.5" 7.5" 16.0" 5" 5.5" 12,0"11.5" 6.0" 3.0" 4.5" ANCHOR NOTES:SEE SHEF'T _16.0"30.5_-5.0"-6.S' 16.0" 3.0" 4.5" 9.0"-11.5'_ 6.0" 3.0'_ 4.5" .5 9 FOR ANCHOR NOTES.100 11.5" 6.0" 3.0" 4.5" 85" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"