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Florida Building Code Online • •�� .a • Bs •• 1 A • s i • A ms Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBCStaff.• BC'I.S Site Ma Links •Search Florida Product Approval pr r — USER:Public User Product Approval Menu>Product_or Application Search>Application List>Application Detail • FL# ,FL13757-R6 Application Type Revision Code Version 2017 Application Status IAppr vo ed Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Copy 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 the Frank L. Bennardo, P.E. 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. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parem=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKgqkMAsTBN9A%3d%3d[4/11/2018 8:29:49 AM] Florida Building Code Online TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL_1.3757 R6 Equiv Equivl.pdf FL13757 R6 Equiv Eauiv2.pdf FL13757 R6 Equiv Eauiv3.pddf, 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 7 , Model,Number or Name-! ` Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved pp owed for use in HVHZ:Yes FL13757 R6 II Dwgl.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 span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 11375.7: 6.8 Streamline_Shu_tterLarge>Mlssile Impact ReslsEant'Accofdio Shuttee System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.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 span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.Ddf 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.[Ldf anchorage, etc. Created by Independent Third Party: Yes cm Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d[4/11/2018 8:29:49 AM] Florida Building Code Online LpMfl eCAeck Credit Card Safe securitvmFmkics- II https://www.floridabuilding.orp,/pr/pr_app_dtl.aspx?param=vGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d[4/11/2018 8:29:49 AM] 6.8 STREAMLINE SHUTTER /II'�FMEN,D46549flRARDO P.Jf, FOR USE WITHIN AND OUTSIDE THE HVHZ �?`� "° 9 GENERAL NOTES: No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - ry (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O'•. srgrE OF r' ST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'i s'•F<ORIOP,• tum ri _ DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ' S ��� $ LEJWD BUILDING CODERSHALL 8E ACCORDANCE ESS THAN OR EQUAL TO THE POSIDTIVE ORENEIGATIVOE DESIGN Ill�j j*iCi ` C`,LL N0 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ' Zw °ui 1=1 gag 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. �Q 0 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 rg JM SAFETY FACTOR. Z 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND n ZONES,IN ACCORDANCE WITH ASTM 1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W �''w 4 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N w W 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. d m C,w W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE z 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 vwi SHALL BE USED. a B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =m n SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a d ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME d PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ffi=.-eOm a CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w��S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMm THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0cce 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �� zm DOCUMENTS. W:y � 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM �3 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIdNED,DATED AND TRACK w z 229 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE 0 S DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAfJTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE � E 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o INFORMATION: TOWN&COUNTRY INDUSTRIES mao >1 FORT LAUDERDALE FL li TYPICAL ACCORDION c, MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA RODUCf APPROVAL NUMBER TABLE 2• 1 �'►� N.T.S. EXTERIOR ELEV n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND MINIMUM TENSILEASHERS STRENGTH OF 60 K.SII. U.O.N. OPEXCLUDING )SHALL BE STAINLESS STEEL RIVETS SHALL E 1/4 0 OR 3%1MINIMUM SEPARATION FROM GLASS 6"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL HVHZ 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR FACILITIES e BOX LOCK AT CENTER OR SIDE CLOSURE. a S S 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 ¢ e 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS Ij LI 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 9! 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE I �� 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' 1-5/8' 3-1/2" 1-7/8' 3.5/8' 1-78" 6 � TABLE TABLE 1 NOTES: 120" 41/B" r 4 v4" 2' a 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' 2- 6' 2- MAXIMUM ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: PAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. NOITHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY o�vW6xTRVlKL6eoLvmoPE POSRIVE GATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLaaDW.- 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAM BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A WALE: - PRESSURE PRESSURE PAGC DESCRIPTION: PI 9F1 (PSFI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' or ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 53 63 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR C`iLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43 40 E1996-09. L �Z E0046649 NAR00"P E}: PROIECTION VARIES `���K•,.' _ _ - 2.874° 4.674°MAX. }-0.115" I - -t o _ 0.080" ND f'F00465 :O _ 0.125° 0.062" 0.450' n _ N n43 1.708" 0.100° 1.830' 0.062" N _ * _ N 1.708' 0.100' -r 0.080" 0.063' -O b -0.195° 0.096° 0.195" c _�- -rt 2.820" %`0•'. STATE •* N N x a �-r - I 0.060" 0.070° 0.060" N OF 0.125" 0.630 0.062"1. 1.908' �ORIDA w M B I T .o i�l 0.630' 1.993° � � Gn630" 0.062° ti 0.630" 2° ,^� �- 0.143° 0.096! •••••-••.•• lint v Nx 69°-} 4----1,0.971' 0.971"1 0.143' /1 fl 111 %% WO r=s('-�-10060° -{ E'. °0.200 � 0.06p° t7 0.062° 4,10=O-01111 . 0.200" �` 7 1170" 0.630" 0.06 " 00062 $ -1.069" 5.745"MAX. Y 1.069"-� 0.062°� L Z ~w SUPPORT LEG OPTIONAL 0.200' �1.069'� 0.062° 0.200 WW 0 9 ®m, 5.745"MAX. 3 Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL c W d w 6 SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE O F WHERE SHOWN,SCREW BOSSES 8i FELT GROVES ARE OPTIONAL Gni ON ALL EXTRUSIONS m 0.874"}- yI�2.655" 0.875' 2.195' I }---}0.510" 2,195"-���}}}---1.230" W Tei E -1.229° I I 0.105' 0.060" I L... 0.77x5° m O m T2.655" J n m 305° fI �mN 2�.36rQ2;i'0. 4.84" 1.069" 831° i@ 0.105 4.510" S. 0.070.105° 0.075°I1069 5" ¢ ✓_Z' v.mEI!_n0.044' 4.510' .99 g ag�py j o g q 0.781' ---J' U.075"' NOTE:TESTED THICKNESS OF a E$ �-4.510"- 3.506° BARE METAL W/O PAINT IS 0.039' Oj SILLOg SILL ADAPTER Og EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE b 8 0.143° 0.080" 0.477"0590" 0.341"1.570"7AO.6�' 0.5100.245' 0.143"-{ ���dC66 !{ 1.708" 0.143" 0.096" t e€ @ r o 0.115°4.753" 0.090" 0.096"4.510"- { N lie g b® 0.080" i I d R 0.044" 0.227° 0.682" 0.630" 0.060" C4PYNCBfBUN(L�dNI670 PE L0.693" 15-2339 NOTE:THICKNESS OF BARE 2.822" �-1.625" 0.420" lar.,a" - METAL W/O PAINT IS 0.039' PAM DESMPTION, 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP WALL SILL SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE 99 FRANK L BENNARUO,P.E. {�{{IIIIIIJ/ /PE0046549 _�•"�.;r 0.125" 280• NYLON WASHER OR 0.610° STAINLESS STEEL '<" 1 ASSEMBLY I kT.1.44,0° ALUMINUM 0.357° LIT 0.320°0HOLEw 0" 0.276°yI}-}IIy 0FoNYLONvi #10x2-3/4°410 HTS.S. I II - p00.880 m INSERTS 0.591' p,p5�l• WHEEL O � INTO COATINGSCREW W/TC ULTRACOTE T pOIr 1.100°-{ }-0.240' TRACK (TY TOP&BOTTOM) NYLON BUSHING W/WASHER: �_• Sj '•.,R(pq 1 TYP. 0.750° 7/16'0 x 1/2"@ INTERIOR JOINT TOP ii T 5"MAX. IIH 0.870° 0.154° 0.137• ., .. a s DE JOINT AT TOP. 7/16°0x1'@INTERIOR JOINT BOTTOM �,yqC ENG? 111 � 8 OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1111 I{I{{{ ZW 0 •u u 1 9 HOUSING-ZINC DICAST,POWDER COATED �> 4 SCALE HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT (� oalS$ Wg SCALE HALF SIZE NOTE: MAY BE KEY OPE IDE SCALE:HALF SIZE SCALE-HALF SIZE z Qr m idS OR KEY/THUMB TU TED INSIDE. W dry 9 w f }o.zsp^ 3 BRASS PUSH LOCK °~w n SCALE:HALF SIZE N W s w RO.155" 1.978' w w d 1.742' 2.125° O RO.500° 4.000° 0.236° 0.286" 1.603" ..2.1- .22, 6 0.500' 0.623' 1.710° 1 ^ FFii o 0.531" 0.531° N pr 0.790' 0.090" 0.319" m m G ri 0.064' M 0.2 ,26, cn 2.250° u^i 0.09 n _ ^-r 0.250" o o `26 --ZI r 0.607' I m 0.118' -��-0.224' 0.239' }-♦ ry /- .Lr! n I I n a I u�i, � °1 g 12.000" 0.060" 0.496" 0.240' --�� L. r�N rn`�S m C 2.750"--1 1.758" -- ~~ LAO( 1. 0'-5°c 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476° 0.2.0" � zm 0.160^ 0.222• r SCALE HALF SIZE SCALE:HALF SIZE 1.001 0.062° 8 0.062° 0.062' 30 UNIMATE LOCK 31 MALE BOX CENTER g2 FEMALE BOX CENTER SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE p �O m -110,062' a o g I} 5.500"x 13/16°WIDE }---}0.400' ,JA 167' 7/16°0 STAINLESS O o STEEL NUT r r 0.125" 30 n 0 0.438° CD OABB"-i- 5/16-0 INTERNAL 5/16-18x1 MACHINE SCREW v v I '�40a y$ NP. STAINLESS STEEL a N.. 0.121° 8 X4.500° f--}0.689" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES m:. 1.050^ 3 B DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW how a ��a �ea INDUSTRIAL SYSTEMS SCALE FULL SIZE SCALE:FULL SIZE iO "'0.254" 4OD 40b 40c 0 (OPTIONAL) R o O 35 BOX LOCK SCALE HALF SIZE N 0.319I m sAill SCALE.HALF SIZE �2.000"� 2N &S3" EXT TRIP 1" o {--1.625°---y -It-0.125' e I 1.500"--{ 0.125"JSCALE. HALF SIZE _ 0.050° I 0.093" MAINE '�{' 0.125" ��� 0.085° o R n c 0 0.125" LOPffMF VXLFRW=PE 0.250' c ^' 0.085° no•I 0.093° ^+ 15-2339 R � SAGE DE6CIIIIfIONI 7.000' I O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ^ 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 7 SCALE HALF SIZE _z3 L,ga�EpNNAROd,P.E. ANY ANCHOR PER ANCHOR EDGE DIS' SCHEDULE®IB"O.C. EXISTING DIST. 1 GLAZING SEE END STRIICSCHEDULE FOR O n PAN WHEN USI*G: No E004 _ SLEG D RECITON A ANGLE EMBED �t @ F 20,40a,40b EMBED. 17 p�~ (INTERIOR) II II a 1 r 1/4" OR 6.8 START1 Rp o - Of 17 Y 17 ... .. .. MAX. WITH 21 OR2 �'• A& .•1•� MIN.0.062'THICK 6063-T6 ALUM. 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 EDGE (ANGLE LEG MAY BE REVERSED) //// �• DIST. FASTEN ANGLE TO TRACK W/ 1 1 Bj= 8 ANY ANCHOR PER ANCHOR (2)#10x1"SCREWS AT �>VQ•• SCHEDULE @ 18"O.C. CORNER TOP&BOTTOM;AND OF SnR W w um ATTACH Ifo 6.8 STARTER W/ Ot In _ 13 13 13 13 #12 x 1/2"GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR Z qn«0 30 3/16'0 ALUM.POP RIVET,OR 1/4-20 S.S.SMS 3/16'0 ALUM.POP uwj ON-1 w 6.60"IT P.) I FUV Oft 1/4-20 MACHINE Oto W Z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 16'D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ IS-O.C. ; �Eq 5/16-18T11UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE y W ai W INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=l'-0" ANY TRACK W/ TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. w p w HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF 8 PAN SCALE 3" 1'-0" 1'HEIGHT. 1"B/0(2.T) 62 108• 72 100, USE 01 BRASS PUSH LOCK 112 80" OR(1)5/16-18 THUMB 132 75" SCREW I 0 THREADED LOCKING DETAILS FOR 2'B/O(3.T) 2 95" SEE END STRIP S INSERT 37 AT 1/3 SPAN CENTER MATES 4D SCHEDULE FOR MAX, _ UU TO 2/3 AN FROM 62 BOTTOM OF SHUTTER SHOWN ON RANDOM 62 �, SPAN WHEN USING RECEIVING HOLE 5HALL BE 13 3'B)OO4.T ly �y Fa 3o DETAILS ( ) 72 20,40a,40b OR 40c, O 3/8"MAX WIDTH,UP TO 40 A�F 1/4" OR 6.8 STARTER y 1"HEIGHT. 30 AL(�'10 102• ONO •... . MAX. WITH 21 OR 25. 0 j a 72 0=I Ix 2 5" `\ m< � N-A2D " �40 40 USE APPROPRIATE v 132 5' STARTER STRIP TO __. _ _ _— ____.__ 1,5y3• g3• 40 20 pROVIOE CLOSURE 13 x0.093' 57 88f 0" FOR 60 81" BUILDING CONDITIONS. .E g 23 21 64 78" FASTEN STARTER STRIP (INSIDE) 73 76" TO TRACK W/(2)i410x1" Dai � SCREWS AT CORNER.TOP ���_ xo z5" 52 zW ALTERNATE END STRIP 13 NZDcw, {i4 3i7'� DETAIL g BOTTOM. 1 SCALE 3" 1-0" ANY TRACK W/SCREW67 6411BOSSES.B 8 O 6 ¢r 70 11" 2aK 3 log. ri O SILL t4 a w FOR GREATE0.SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END yH H 0 STRIPS REQUIRE A 1'x1•.090'CLIP ANGLE $ F- JD MIDSPAN IISINGAWANCHORONTHE EXISTING GLASS ANCHOR SCHEWIE&!14X1/4'TEX as p SCREW OR 1/4-20 BOLT TO END STRIP. 13 $ USE(1)BRASS PUSH L 30 N o USE(1)BRASS PUSH LOCK INSIDE OR(1)5/16-18 THUMB 13 a m OR 11)5/16-18 THUMB (INSIDE) i r,=lf `II SCREW Iff�O THREADE30 ;�¢F SCREW O THREADED nI ' II " II INSERT g71 AT 1/3 SPz a o: TO 2R/3 37AN FROM SPAN SILL TO 2/3 S''PP''AN FROM Finn BOTTOM OF SHUTTER W BOTTOM OF SHUTTER (OUTSIDE) + RECEIVING HOLE SHALq 11EIGHT WIDTH,UP T23 O TYPICAL OUTSIDE CORNER CLOSURE fl ••'� CCl DETAILS WO/CORNER POST 1;-/ 1;x35 30 a �! NTS 13 30 OWMIN FRINILEIMARDDPE 13 31 2 75 \@@/ (OUTSIDE) 15-2339 SILL - USE 01 BOX LOCK AT 1/3 ��° SPAN TO 2/3 SPAN FROM PAO[olCCRIPTEOMI BOTTOM OF SHUTTER 0TYPICAL INSIDE CORNER CLOSURE P 1 DETAILS WO/CORNER POST 05a MULTIPLE SHUTTER ASSEMBLY NTS gww SCALE:3"=1'-0" d I wn f - FRANK L BENNARDOE. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING •1D 17 i~ Cl CONNECTION TYPE _ 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT Cal 12'"O.0 OR Op Cal / \ SCHEDULE FOR MAX. ® 014 SMS 6'•O.0 SPACING i� 1/2° (TYP.TOP&BOTTOM) _ U - ,4 •7*" U O pp 2 FASTENERS ALUM. TUBE 1 �p�'•, .i Q SEE TA 6 ALLOY 4 7 O m EACH ANGLE SEE TABLE A FOR SIZE. I Op OR OR 66 - �s om ALTERNATE THRU BOLTzr1"x 2"x 1/B"OR 2"x2"x 1/8" I C7 CONNECTION TYPE oALUM.ANGLE 0 ___ _ REFERENCE ANCHOR MIN.GLASS m O} SCHEDULE FOR MAX. SEPARATION 13 LJ da 13 I PER TABLE 2 ~ N W OZ m = i SPACING m a Z a„ 'd THREE 3/16"0 ALUM. ° (� c POP RIVETS OR I I GLASS 1� v7ti a m WW V~W z THREE#12 SMS,TYP ° 17 �\ OR DOOR—il X vi 0, = 3/16"�ALUM POP �(I 17 @1BTOC#ITYP 112 5 I {,� A ` LHF bU u7 TABLE A(�) \ I.---- -= / P Ng TF (5]OR 622OR w 0 r �^ PRESSURE VS ALLOWABLE LENGTH _ F \ 3 O f MAY USE MALE OR _ 2k2Y1uJ6" 3'Y3'kl//8' o o PSF N0 W0 NUB/O FEMALE LOCK-SLAT �n 62 130° IBB" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 'S C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING u. 72 124' 179' CC TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR � tr-�--, WASHER(TYP) Ny1 y 82 119' 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX 92 114" 165, SPACING _,I�I� 014x3/4"SMS @ 9"O.0 102 _110" 160" -_._% ANGLE TO TUBE CONNECTION �E O 12(1 104" 14T EXISTING HOST 2 z 2 x'125 O-o y" 15D 9T 131° TABLE B(a4) EMBED 6063-T6 ALUM TUBE Z STRUCTURE m 200 88" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 25¢'x1/8° 3'50°x18° EDGE DISTANCE REFERENCE ANCH PSF WITH B/0 WITH�O SCHEDU AX. " F G c O 62 113" 166' 72 O7 157° F STENERA(M 18 0CHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a C, 82 101" 147 IN ANCHOR SCHEDULE) SCALE-3"=1'-0" m 92 95° 139' 102 90° 132' 120 83' 122' G 150 74° 109• w 200 64" 2"x 2"x _ r- »¢ tBi 3/16 RIVET OR N12 SMS 090"6063-T6 MN GLASS 13 j ymoo (01 18"O.C. OR 1/4-2 ALUM TUBE TYP. No LPA IATION m z m b PER TABLE O UI NUT&BOLT(TYP I 17 a 4ilk a g RIVET ALUM.POP a a p y; RIVET OR#12 SMS zar GLASS X a p ALUM. TUBE z a¢ OR DOOR a a 6063-T6 ALLOY (0118"O.C.(TYP.) gNa E oNr SEE TABLE R FOR SIZE. 2"x 5"x 7/8'. O iESS f¢7t 2 FASTENERS x CONTINUOUS H EACH ANGLE �tls� i Q 1"x 2"x 093"6063-T6 ALUMINUM ANGLE INSIDE ®® THREE 3/16"9 ALUM. OPTIONAL ANGLE 3 16 i ALUM.ANGLE,TYP. ORIENTATION TYP IiP POP RIVETS OR 17 17 o S 6 Bp 17 THREE#12 SMS,TYP w ED OR 2"x 2"x 1/8" 4 CONNECTION TYPE lie 13 EDGE DIST REFERENCE ANCHOR "S ALUM ANGLE SCHEDULE FOR MAX UNION lB USE MALE OR FEMALE SPACING WPI'RIOIBRUN(LlBNM00PE LOCK-SLAT EXIST13 73 BLOCK I OR WOODNG FRAMING15-2339 fGLl� (OUTSIDE) EE INSIDE SILL MOUNT SECTION PA8BO[SOl-ION1 #12 x 1/2"GALVANIZED SCALE:3'=1'-0" OR S 5 SMS,3/16"9 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE:3"=V-0" [Ol 18"0.C. � , FRANK L.SENNARDOI P.E. SP 0046549 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE �\ O 7 SPACING 5••MAX. I GLASS wXWA (x w" GLASS W w C1 CONNECTION TYPE 1/4-20 MACHINE 606�T�,/ '.Q OR DOOROR DOOR r REFERENCE ANCHOR 19 W/NUT @ 12"O.0 I- } r vwwi=❑o SCHEDULE FOR MAX. 4414 SMS @ 6"O.0 _¢G MN 13 j=ul=w SPACING 1/2'• (TYP TOP 8 BOTT6f'l) ; N: - 13 UI w a w CLASS N r o N m /2" • -7 �1/4"-20 THRU BOLT WX m m EPARATION L0- ¢ 1��¢==¢ 4414 x 1/2"SMS Cal 12"0 C PER X w Zr ILLOCK NUT @ 12"O.0 OE r r r OR 3/16"0 ALUM.POP TABLE 2 O a p In gOR 6 ORul12 z 1/2"SMS @ 12"0 C E. O r RIVETS Cal 6"O.C. OR 1/4"0 N w o OR 6OR 3/16"m ALUM POw❑ ALUM POP RIVETS Cal 12"O.0 Q _ a: StRIVETS @ 6"O.0 E. \ .�_ /// 1]VR 1/4"m ALUM.POP RIVETw11AND 3O12"O.C.ES1/4"MAX.FROM PIN MN GLASS ASSEMBLY SEPARATIONY � m1/4"MAX.FROM PIN GUIDE TO BUSHING O ZX c 1/2"TYP PERTABLE 2 r = ..AND 10GUIDE TO BUSHING WASHER(TYP.) 7 ml" WWim9ASSEMBLYWASHER(TYP) GLASS Z u m �i'i W gZ 1/2"TYP EXISTING CONCRETE, x3 CONNECTION TYPE OR DOOR Z oZ F 3I�sa�=BLOCK OR WOO❑FRAMING EDGE REFERENCE ANCHOR G x¢ V1 Wsw DIST SCHEDULE FOR MAX. L N W W4 CONNECTION TYPE SPACINGEDGE REFERENCE ANCHOR DIST SCHEDULE FOR MAX SPACING AS SHOWN ci3 CONNECTION TYPE IN DIAGRAM ON PG,9 W o ,5 508 6 OR REFERENCE ANCHOR EXISTING CONCRETE, 30 \ SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX FROM PIN / SPACING.ALT FASTENER /2 GUIDE TO BUSHING \ C1 CONNECTION TYPE LOCATION FRONT AND REFERENCE ANCHOR 1/ \ WASHER(TYP.) E FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. `19 W-5 PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACINGK9 PE 2 BUSHING WASHER REFERENCE ON m OA INSIDE MOUNT SECTION y a m f SCHEDULE FOR MAX (TYP I SCALE 3"=1'-0" �c y EXISTING CONCRETE, SPACING �p�§K / BLOCK OR WOOD FRAMI EMBED Z $ W BUILD OUT MOUNT SECTION / TYP BOTTOM EXISTING CONCRETE, SCALE-3"=1'-0" m E W BLOCK OR WOOD FRAMING . ,.,.✓ C V!? NOTE.FOR DETAILS A.B.D.AND EON THIS SHEET, EDGE DIST EXISTING Q g g 4 CONNECTION TYPE STRUCTURE m EMBED THE BASE 9 TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE WITH GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR O a� A MINIMUMU M OF TWO SETS OF ANCHORS AND ISA m EO E SPACING SCHEDULE FOR MAX p MINIMUM OF 12"LONG THE SILL OR CEILING TRACK w 5 6 SPACING USED WITH THE BASE TRACK MUST . CONTINUOUS q OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" 1&R 2O r w w O GLASS w E'm a OR DOOR GLA 55 13 r N w w�, may$, I1�1 4412 x 1/2"SMS @ 12 EPARATIO = Z u.� w w❑7 a a b�� O C O R 3/16"0 ALUM PER w p m Q 13 r vl x 0 �w70 POP RIVETS@6"O.0 TABLE X OZr GLASS OR MN.GLAS ==Z�ua>�aa r r✓+x O'- OR 1/4"0 ALUM POP ¢ ¢ DOOR r m N w w O a PAR ION N O N¢ 13 x x� RIVETS@12"OC F PER 7ABLE2 ZoZr MN GLASS N ZO�Q u'A Q w o¢ Y SEPARATION z r a 999 1/4-20 5 5 MACHINE PER TABLE 2 4 J o¢ O7 AND© 1/4"MAX.FROM PIN J G N E SCREW 8 NUT @ F N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING 12"O.0 ¢ TYP WASHER(TYP.) r 6 GLASS w o 1/4"MAX.FROM PIN a " OR DOOR 1/4"MAX.FROM PIN m w ❑ X w 4 CONNECTION TYPE 1/2"` GUIDE TO BUSHING pp{ GUIDE TO BUSHING O WASHER(TYP) S : ¢ REFERENCE ANCHOR WASHER(TYP) EDGE x 5�J: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX COPIAI9RBUN(LBHlW�O PE x BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. CGlle "x 3"x t/4"CONT 3 CONNECTION TYPE 4412 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING PAGE DESCNIPTIONI 063-T6 ALUM.ANGLE REFERENCE ANCHOR 0 C OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, SCHEDULE FOR MAX LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SPACING POP RIVETS @ 6"O C BACK ANCHORS NOT REO'D a S SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION �9 RIVETS @ 12"0 O C.WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE.3"=V-0" SCALE:3"=1'-0" SECTION SCALE:3"=1'-0" }T�ANK L BENNARC O,P.E. MIN GLASS - %%1% 4�49 l'c.1 GLASS SEPARATION ZlA OR DOOR PER TABLE 2 _@2 0 `�� •• 01 `�' • '1 �'. w O 2 GLASS OR r N DOOR z No PE 0046 .Q GLASS OR - N w(L DOOR MN GLASS _-0 w M SEPARATION 0 ttQQ N= a=K MN GLASS w PER TABLE 2 ""' Q I E r F SEPARATION r m SI-Al w r PER TABLE 2 w r Q [}¢I� X•(D _ o I Z p r D r w K'U' •... I (� }�p�01 u Z j vD21 0N ov�i= $1 �z� 111IIt�1 1155 FS �J 13 a wz 13 N Wpm u�v /2" t F J Z Cl CONNECTION TYPE a Z^ `L'm 2 -N-- 1/4"MAX FROM PIN GUIDE 28 4 a REFERENCE ANCHOR E C WW 1v9 TO BUSHING WASHER ITYP.) Vi SCHEDULE FOR MAX Ua a W 099 I TWO 1/4"0 WOOD 250" SPACING N 3r dz LAG SCREWS Cal 24" 4 CONNECTION TYPE )J .250" N W Ww g ow 0 C MAX WITH 2" REFERENCE ANCHOR a THREADED PENETRATION p SCHEDULE FOR MAX. � w-1� "T"INTO CENTER OF 2X STUDS /w SPACING rVI I 18b m /0 M 8 EMB "T• 14 SMS C.)MIDSPAN BETWEEN T /w STUDS FOR TRACK TO 1"x 4" / ' PLYWOOD 8 TUBE CONNECTION EXISTING HOST STRUCTURE m STUCCO FINISH 11.x 4"x 125" "rit 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING O Ng DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w � SCALE:3"=1'-0" SCALE.3"=1'-0" EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. f S' OWALL MOUNT SECTION THIS DETAIL MAY .t3 E I o n SCALE 3"=1'-0" ALSO BE USED = °C 4A AT TOP m< 2 $ ACCORDION SHUTTER w - wE PER PRODUCT APPROVAL r o —GLASS r o aai v r I MR GLASS OR DOOR r SEPARATION 13 D N O VI �� PER TABLE = EXISTING WOOD(G=042) R, APPLICABLE AT TOP z w Z TRUSS OR RAFTER AND OR BOTTOM X a X .4 (01 24"MAX.O.0 H a o. a 2"OR 3" F EXISTING FINISH I I ^ MATERIAL it 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-76 ' p O - TO BUSHING WASHER(TYP 1 ALUM ANGLE W/THREE 2"x 3°x'/8 x CONTINUOUS US 2.175° 3 t6 1/4"TILE(TYP 1 1/4"0 WOOD LAG I I I I w 333 tltl tl 2'x2"xYe'xCONTIN0005 FINISH MATERIAL SCREWS WITH 2-3/4" tla 6061-T6 ALUMINUM ANGLE MINIMUM THREADED I 3/4"PLYWOOD PENETR "T"IN WOOD Cal 5 6 gg! 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/40 A325 GRADE THRU BOLT Col 7"O.C. EACH RAFTER OF TRUSS. MACHINE SCREWS AT 3 9 FASTENED TO ANGLE WITH 1/4-2GAL V OR 5 5 ANGLE EXTENDS BEYOND 0 OR 5/16"0 A325 GRADE THRU BOLT Cal 12"0 C o ANGLE FASTENED TO FROM T 24"O.C.MAX WHERE EXISTING 3 KSI CONCRETE " ENDS . HOST STRUCTURE WITH AND 9°O.C.FOR THE BALANCE tl LAST TRUSS MORE THAN CN 0 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w G iO Sb°0 ELCO ULTRACONS AT 6 EXTEND ANGLE TO w 1 EXISTING CONCRETE HOST 5"0 C w/t-v4"MIN.EMB w 3'FROM ENDS AND 4"D.C. NEXT TRUSS. �• � E� 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR.EMB LAG SCREW Cal 9"O.0 W/1-7/8" FOR BALANCE WITH 1'/A" MIN.EMB IN WOOD SG=O 42 TO 0 55 r N 2 p MINE MBEDMENT AND 2%" MAX.DESIGN LOAD AT T-0"MAX SPAN: 13 D= 2 B MINE DGE DISTANCE, f62 P.S.F. EXISTING CONCRETE, �rzum � � STAGGERED WID..CN. HOLLOW BLOCK OR l7 B'A4 C0PVRXWFRANtLIeIL p.L MAX.DESIGN LOAD AT6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT X Z O Z r 15-2339 SPACING,TYP. *521a w 0:a .S.F. ANCHOR SCHED. ALUM AN (6063-T6) p d BASED' O BUILDOUT MOUNT STRUCTURE OF �J<N PAGN DESCRIPRDNI HO SCALE.NTS (MAX.DESIGN LOAD Hb PASS THRU DETAIL a, SCALE.3"=1'-0" O TRUSS MOUNT SECTION 9� SCALE 3"=1'-O" EXISTING HOST ALT.LEG DIRECTION STRUCTURE EMBEDLLN CONCRETE OR HSOLID SET OLLOW BLOCK,WITH MINIMUM 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW C� EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3°MINIMUM EDGE DISTANCE TOP OR BOTTOM ASSEMBLY I AX (2)6063-T6 ALUMINUM - ANGLES PER BEAM END,SIZE D 8549 O 1/2" PER SPAN TUBE SCHEDULE _- EMBED. _ SPAN TUBE PER - IInn ACCESS HOLE DESIGN SCHEDULE � U O N �, EDGE OF ACCORDION i z 1/4-20 MACHINE BOLT W/NUT @ D,n'•, E FWvr ' SHUTTER BLADES D 12°O,C OR 814 x 3/4"SMS 6'O.C. % ALl g 3.5"MIN in a ISIS $ $ TYPICAL �r1nt ��a • 3'MIN U� EDGE z EEEEC��1 2.875°0 HOLE(TO RECEIVE DISTANCE InI MIN.GLASS t3 m~ Zk Q 4 m ROUND WINDOW ASSEMBLY) EXISTING ll SEPARATION w O j W W -N1 9�L MAXIMUM OF 3 WINDOWS GLASS ORERTABLE ttp w W NO PER EVERY OTHER BLADE jDOOR uu NLUd g s LIGHT-N-VIEW WINDOW Ido EDGE 1/2"MAX wa lii� W 6 S u, 9 N.T.S. EXTERIOR ELEV p DISTANCE v+i N F z_Inm 5 6 S O O L'J 3 16 1/4"MAX.FROM PIN GUIDE n w a 0 z z TO BUSHING WASHER(TYP o �¢ 1/4-20 MACHINE BOLT W/NUT @ w m w 1/2° A`HOLE 12"O.0 OR 814 x 3/4"SMS 6"O.C. N E 2.875'0 HOLE TO _ SPAN TUBE PER w 8 RECEIVE ROUND EMBED. .I DESIGN SCHEDULE f- WINDOW ASSEMBLY 1 (2)6063-T6 ALUMINUM y � YG 1/2° ya p fT4AX. ANGLES PER BEAM END,SIZE '�1 p.E <O EXISTING .1- PER SPAN TUBE SCHEDULE ■r p .y ac�I HOST 1/4"0 THRU BOLTS SEE BEAM 8 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS E1 4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN MBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ,cam E SPACING,AND 3"MINIMUM EDGE DISTATfCE 0.125° ---}}}0.032" 0.032" {{{---0.125" { E 3 g I'I MAX.DESIGN LOAD=t 72 PSF a o - 3 SPAN TUBE SECTION °' a 0.196' cccQQQ \\ 8 N.T.S. VERT SECTION SPAN TUBE SCHEDULE / \ / \ NUMBER OF ALLOWABLE TUBE HRU-BOLT MINIMUMANGLELE J I TUBE SHUTTER ANCHORS PER SPAN THROBOLTS ANGLE LENGTH Z ROUND SIZE SPAN 'I- WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP I BOTTOM c8 ■ ` n ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE Pill e� ,°LLh m 60• 123.8" 135.7 2 2 2 3 4• 7' \ 2nXS5A 98• f01.T' 108.9• 2 2 3 3 0.125• 123' 89.91 94.4' 2 2 3 3 T 7' 2SIex 60• 129.1• 157.0• 2 2 2 3 4-_ 7- iG ' \ / \ 0.125' �� 114.8" 124.1• 2 2 3 3 T 7' 6 / 1 123• 1 102.8• 109.6' 2 2 4 4 10" 10• ='. 140.6' 196.9" 2 2 3 3 7' 7' e „ 02.875" \ T'�T 0.186 I 7xBY 155.T 2 2 3 4 7' 10" a 03.250' 0'125• 137.6' 2 3 4 5 10• 13' _ ' 240.0' 2 2 3 4 7' to• \ / rxlox229.9 z 3 4 tp\ 0.1875' ri/ 203.1' 3 4 5 7 13' 18'LIGHT-N- IEW \ WP/afiDRW4(LIBtN80DPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94MBSPAN TUBE SCHEDULE NOTES: 'ANGLES FOR 2"x5°&2•x6"BEAMS. 15-2339 2. USE 2•x5"xl/4'ANGLES FOR 2°x8"&2°x10"BEAMS. auto - I - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DENCRU ONe 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. _ F 2 BLADE W/ ROUND WINDOW S. BELOWSPAN BES EAM. USED IN AMID-SHALL HAVE TOP LIMITATIONS SPANNING CLUDIN SPVE AND S, BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMRATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS a N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. no 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE 1 I I �IF PE00965{�S NARDO P^F.' 2.5'MIN EDGE DISTANCE ��a �••• a��.� G SDans UO To V-0" Spans Up To 8'-3" Spans UD To 12'-0" L9 - LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCH (Ps0 Cl C2 C3 C4 CS Cl C2 C3 C4 cs Cl C2 C3 C4 CS * No PE004 •� '_ 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"115.9'116.0"16.0"16.0"116.0"19.0" 13.0•'16.0"116.0" 9.5 5.5 17.5- 9.5" .5' _ ULTRACON WITH 1-3/4' 3 16.0"16.0•'10.5'14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" .5" -__u * C ry EMBED(3192PA MIN CONC) 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5" S.5" 8.5" 15.0"15.0" 7.5" 4.5 .S' ^�O - Z Qn B 7 16.0"13.0" 7.0" 11.0"16.0"1S.5" 8.0" 5.0" 7.5" 11.5.15.0" 7.5" 4.5" .5'• 7 /�8 COMBINATIOPT.0 •. STATE z®-• $N 00 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5' 7.5" 10.5"15.0" 7.5" 4.5" 0.5" 2 x 5 ITYP.) 9 / 100 COMBINATION (ORI❑ , 1/4'MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 3.5" iss �••••••• y WITH 1-3/4'EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" .5" o '/i�ONAL O�x MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" .5" 1/1111111 �Q Iglu 70 L60"120" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5' 7.0" 4.S" .5" t7 100 13.5" 7.0" 4.5" 7.5" 9.5' 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" .5" '4 �Lm L^ Q Z 1/4'ELCO CRETEFLEX 554 43 16.0"16.0"116.0"116.0"16.0"16.0"116.0;;113.5 16.0"16.0"16.0"12.5' 8.0" 13.0"16.0 W W Oh O w W/2'EMBED(3350p9 MIN 53 16.0"36.0"16.0"16.0 16.0"16.0"16.0 10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" 1 x S(TYP.) 2 x 5(7YP.) VI O~W Z CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" 3�" 17 mp 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" N S w 100 16.0"10.0" 6.5" 11.0"140'116.0"10.0" 6.5' 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" OIL.!W w 1°MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING .-1� Cl L7. C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 C5 43 16.0" 8.0" 16.0"16.0"16.0" s.0" 5.5 16.0"16.0" 9.0" 3.0" 4.D" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO - C2 CONNECTION TYPE USING PIECE OO WITH OUTSIDE ULTRACON WITH 1-3/4' S3 16.0" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLYEMBED(3192PSI MIN CO NC) 62 16.0" 5.5" 16.0"16.0" 9.0" 4.0" 14.5'•14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE Q8 WITH 70 16.0" 5.0" 16.0"15.0" 7.5" 11.0"1a.5" 7.5" . OUTSIDE ANCHORS ONLY 100 14.5" 10.0"14.5" 7.5" 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"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5' 10.5" W WITH 1-3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: g MIN CONCRETE) 62 16.0"11.5" 6,0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5 11.0"10.5" 5.5" 5.5" 7.5" Fa$ o 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y m 70 16.0" 9.5" 5.5' 8.0" 16.0"11.5 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE O n ,g. 100 10.5" 5.5" 5.5" 7.5" 10.5" S. S. 7.5" 10.5" 5.5" S.W. 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pv Z 1/4'ALL-POINTS SOLID-SET 1-1/4'MIN EDGE DISTANCE Z. a 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m<4� u ANCHOR W/7/B'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl 16.1' C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR o v 1/4-20 55 MACHINE SCREW 43 16.0"16.0 8.5" 10.5 16.0"16.0 12.0" 5.5" 7.5" 16.0 12.5' 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m (3000psi MIN CONC) 53 16.0 15.0 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5'10.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN.fit 16.0"11.0 5.0" 7.0" 16.0"12.5 6.5" 3.5" 5.0 10.0 10.0 4.0" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.1-0 70 16.0 9.0" 4.S' 6.0 16.0"10.5 5.S' 3.0" 4.0 8.0 10.04.0" 7.0" E 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 100 10.0 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 4.0" 7.0' a m BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER - 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& Cl C2 I C3 I C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 CONNECTTIION TTYYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0"16.0"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" F•���V, R (3000ps1 MIN CONC) 53 16.0"16.0"13.5'16.0"16.0"16.0"14.0" B.5" 13.5"16.0"16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0 16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. c •� 70 16.0"115.0"19.0" 14.0"16.0"16.0" 9.0 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" Fi 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" S.5" 9.5 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4POWERS SS DROP-IN _ 2.5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4.20 55 BOLT AND C3 C2 C3 fR CS Cl C2 C3L12.5' 16.0" Cl C2 C3 C4 C5 FINISHES. r, 1'EMBED(3000psI MIN �4316.0"16.0"14.0"16.0"16.0"160"140" 8.0 14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONSCONC) 16.0"16.0" 9.5" 14.0"16.0"1fi.0" 9.5 6.0" II.S' 6.0" 4.0 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQDATE WOOD FRAMINGMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FORg16.0'.12.5" 7.5" 12.0"16.0"14.5" 7.S" 5.0" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOURE PIECES. 4� 16.0"10.0" 6.5" 10.5'16.0"12.0" 6.0" 4.0" SI.S' 6.D" 4.0" 7.0 B.0" i - a 10011.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2°MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" p E 1/4'POWERS 55 DROP EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL m W/1/4-20 SS BOLT AND Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1°EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0 16.0 14.5 9.0" 13.5"16_0"15.0" 7 5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN 5 $ CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.S' 10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER ���p p 62 16.0"13.0" B.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. �••y9 70 16.0 10.5' 7.0" 11.0•'16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 100 12.0" 6.0" 4.0" 7.5' 8.5' 12.0"16.0 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.S" "a > 2" IN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, hl 7112 SMS W/2-EYEWALL Cl I C2 I C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. ODPWRRRBH(L20#P 0PF ARMOR INSERT W/2'EMBED 43 16.0 16.0 11.5"14.0"16.0"16.0"116.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5' 10.0" 62 16.0 15.0 7.0" 9.5" 16.0"16.0" 9.0" 4.S" 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 6CJllo - p p DRILL INTO HOLLOW BLOCK,NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PA09 DMR1RiwU 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5' 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0 CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" S12 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0" 09 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" B.D" 13.0" EMBED(20DOpsl 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" CO)+ 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.S' 14.0 16.0 9.0" 5.0" 8.0" 13.0" CO( SR' 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" m�mmmmmmmmmmm�mmmm�mmmm®���m®�� � ; M. mm EER •. . 00000000®�����®�����������®����� �m ®mmmmmmo�M�® ®mmmmmmmmmmQ��� mm i i i[A WFf7[W� ' !1'#Womm �mmmmmmmm :-: •■©o©m©mo©m©mo©m©mmmmmmmmmmFFVm oom©mm©m©mm©mm ���� • CONN TYPE Cl C2 I C3 I CS ■ ■I"MIN EDGE DISTANCE - 1/4'rrW TAFm��///�®��®�///%�/r/gym®%///%L�O%,7/r/i0,V//%/,mmmmmmmm9mm9mr///%�/r/1aam 1-1/4'EMBED mom //% %// %////, ®' ��%////.%////%////%///%i V/////, /�%//%V/0/m/V//r%%/////H//%i/////////%/////..��i.///%%/,'////////.% /.%/ ce'!%%%/,�//// i-1/4-EMBED 0mV/////, %%rr%im%//%%//%%/r/i%MY,V///%%///%rrr/%//r/%////%r/r//.m9u%r/r//mmm0rr/%r/r/%r//r/gym%///%%///%%/rr/� - mm2 is iii V/////,mroNN✓aii V/////" V/////,/Viii ii/////,/iii/////m®iiia/®mom iiiiriiii iii/mm iii%iii/i ' K iii//ia/iiiia�////Viii/iiia///////iii V//////WIN V//////,Viii V//////Viii iai mWIN iii�iia Im�i/////iaiiiiiii�Em�iii/f/ /� MUM®��iia/a���aii/ilii/aa, m®mmmm /%/aa� m • iiia/aa//ii/mm� i�iiioa/i/ m�iiiiiai� iiiiiiiiiiiVii� � ii m1011IMIMMME ��f�ii, .: ■0©00�m000mmm00m0m00mm00m00mm0m mm� •' ®®mom ® //a��/�//®® •' mm%//aR//rai%%//a�®M%r////%/////////////mm�%/////..��mm/////r/=m mm MIN 1-3/4-EMBED ■00©m©000000000©[�!m©0©0m©m©0000©3"MIN EDGE DISTANCE AMR��i ///,i/ ■0000000©0©00©0©00©000000©0000® 1-9/16'MIN EDGE DISTANCE m�m//iV/ai/ii/iiaaa,I a m0 9 No�///Vii/i m%; %14/0// / %om///// /�/////'/mrr//mmVW/ - f - •• • 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK L.BENNARDO P.E. \11 11 1 1/ �PEo04549' 2'MIN EDGE DISTANCE G Spans Up To G-0" Spans Up To 8'•3" Spans Up To 12'-0" rtQ� LIG vile _ ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE `C .41117 _� lFsO CI C2 C3 C4 CS Cl C2 q G C5 Cl I C2 I C3 I C4 CS =* NO PEOOgB54 #12 SMS W/2-EYEWALL 43 16.0"16.0' 7.5 9.0" 16.0"15.S" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" _ 3 ARMOR INSERT W/1-1/4' 53 36.0"10.5' S,0" 7.0 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" _ r�¢R _b O EMBED fit 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0 1� _O aNa}} i m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" S.5" 7.0" 3.5" 3.5" S.W. %�7%, STA7E � a V 10D 7.0" 3.5" 3.5" 5.0" 7.D" 3.5" 3.5" S.0" 7.0" 3.5" 3.5" 5.0" •. �Y0 OF W to >< 1S ., RIDA,•.•' rim 8 ANCHOR SCHEDULE: WOOD (G=0.55) ��''s��NgL EN ,i�°J EN '//1111111,,, W 0 S 3/4"MIN EDGE DISTANCE IZI1f Q ��qV G Spans Up To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" U SLL Q W G O LOAD CONN TYPE CONN TYPE CONN TYPE Z 0:5 s ANCHOR (p`'0 Cl C2 C3 I C9 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS W Oti J^"'m 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0 11.5'12.5"16.0"116.0"116.0"17.5" 9.0" 16.0"116.0"114.Y' 4.5" 6.0" 16.0" O W Z MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0 16.0 11.5" 4.0" 5.0" 16.0" Fad W x w 62 16_0"16_0" 7.0" 8_5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"36.0"11.5" 4.0" 5.0" 16.0" 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 p m 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" ~ 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.S' 7.0" 0 1.13°MIN FMBED&1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" SS MACHINE SCREW 62 14.0 8.0" 4.5" 6.5" 14.5' 9.0" 4.S' 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" _ o �Sjnnn 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0' 5.0" LL ,A �+ #14 SMS OR#14 WOOD 43 16.0"16.0"12.5"14.5"16.0'16.0"16.0" 8.0" 10,0"16.D",16.0"11.5" 5.0" 7.0" 16.0" ,N g SCREW WITH 1-3/4°MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 8,0" 16.0"16.0" 9,5" 4.0" 5.5" 13.0" W 4 s THREAD PENETRATION 62 16.0"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" 70 16.0"16.0" 6.5" 8.5" 16.0"16.0" .0"10 4.5" 6.0" 14.0"16.0"19.S" 4.0" 5.5" 13.0" 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"116.0"19.5" 4.0" S.S' 13.0" O c ANCHOR SCHEDULE: WOOD (G=0.42) Z� cc 3/4°MIN EDGE DISTANCE < 9 Spans Up TO 6'-0" Spans Up TO 8'-3" Spans Up To 12'-0' ��'��..�'1 f� O LOAD CONN TYPE CONN TYPE CONN TYPE j O ANCHOR x 1/4' �PsO CI C2 C3 0. CS C1 C2 C3 C4 CS CI C2 C3 C4 I CS MIN LAG SCREW WITH ION 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"116.0" 9.5" 3.5" 4.5" 15.0" m g MIN THREAD PENETRATION 53 16.0"16.0"16.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5' 16.0"15.0" 7.5" 3.0" 4.0" 11.0" 62 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" 4.0" 11.0" O m cLllllll� 70 16.0"13.5 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0' 7.5" 3.0" 4.0" 11.0" .ac a 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" h " #14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.S'16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" S.0" 10.5' O 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" 7.5" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5,0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5" 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5' 3.0" 4.0" 8.0" " 5. 2.5" 4.0" 7.5" 7 n n 100 10.5" 5.5" 2.5" 4.0" 7.S 10.5 5.5' 2.5" 4.0 .5" 0.5' 5 " 5 15111 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 6 � 4'MIN EDGE DISTANCE �r!oda G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" z$ gg LOAD CONN TYPE CONN TYPE CONN TYPE m s ANCHOR �PsO CI C2 C3 C4 I CS C1 C2 C3 C4 CS CI I C2 I C3 C4 I CS 5/16'ITW TAPCON XL W/ 43 16.0"16.0'16.0"16.0"16.0"16.0"116.0"115.0"16.0'16.0"16.0'15.0' 9.0" 14.0"16.0" a A 2-1/4"MIN.EMBED 53 16.0"16.0"116.0"116.0"16.0"16.0"116.0"111.0"16.0"16.0"116.0"112.0" 7.5" 12.0"16.0" 1 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"112.0" 7.5" 12.0"16.0" Q 4� 70 16.0"16.0"11.5'16,0"16.0"16,0"12.5" 8.0" 12,5"16.0"16.01 12.0" 7,5" 12.0"16.0" 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12,0" 7.5" 12.0"16.0"1fi.0"12.0" 7.5" 12.0"16.0" p u 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" FFF 0 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" MPYR1010FR'XLKWJF100P.E 01 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 5 70 15_0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SCMA- _ Z 100 9.0" 5.5 6.5"9-.0-- S* .0" S.5" 6.5" 9.0" 6.5" PAGE DESCRWT ON, 00 2'MIN EDGE DISTANCE L166 C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 C5 - #12 SMS W/2'EYEWALL 43 JI 9.S' 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" S ARMOR INSERT W/2'EMBED 53 .0" " 16 "16." " " " 16.0"11.5" 6.0" 3.0" 4.5" 8.5" 170 S.0" 6.5" 16.0"12.5 6.5" 3.0" 4. 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.ANCHOR NOTES:SEE100 3.0" 4.5" 8.5" 11.5' 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.D"