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HomeMy WebLinkAboutProduct Approval Florida Building Code Online {,�4.fYvWcea _ • e a • 0 • s tion BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications,I. FBC Staff., BCIS Site Map, Links I •Search'•` Florida Product Approval USER:Public User L Product Aooroval Menu>product or Aoolication Search>Aoolication List>Application Detail P-OFFICE OF THE FL# iFL13757-R6 Application Type Revision Code Version ,2m0 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed 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. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Inde[�1.pddf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 https://www.floridabading.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%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 FL13757 R6 Equiv Equivl.pdf FL13757 R6 Equiv E uiv2.pdf FL13757 R6 Equiv Equiv3.[�df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval l.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757:26'0Stre9ml[he ShutterLar e,`;Missile;Iinpact Resistant Accordion Shutter Systeh Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports - Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 rE.A. sential 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 Dwc13,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.p_df. anchorage,etc. 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.Convriaht 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 malt.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 AMI Florida Building Code Online eChec' Credit Card Safe SeCLUIMMETRICT i I https://www.floridabuildin&org/pr/pr�_app_dil.aspx?param=vGEVXQwtDqvgk7yHMuovbmRoEiVwSME9kgduPjgrWwKgqkMAsTBN9A°lo3d°1°3d[4/1112018 8:29:49 AM] 6.8 STREAMLINE SHUTTER ++„ FRANKL BENNARDO,P.E. ``��� ED 549 FOR USE WITHIN AND OUTSIDE THE HVHZ "0 q GENERAL NOTES: 44 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 = p _ ZONE,AND THE INTER ATI SIAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (1� o n (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O s7grE of 0 N ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2 DETERMINED RMI ED PER E AND SEPARATTE ENGINEERING IN ACCORDANCE WITH TIVE DESIGN PRESSURES CALCULATED FOR THE GOVERNING CODE.PRESSWITH THIS SYSTEM SHALL URE % SS%F�oR..... ' - J$ $0 N F9 OF THE LOTtIDA BUILDING CODE REMENTS AS RSHALL BE LESS THAN OR EQUAL TMINED IN ACCORDANCE WITH O THE POSITIV-10 AND FE OR NEGATIVE DESIGN /7j++NCS W N C'M LL IY� g PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZQ >u 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV BY A 1.5 �L z SAFETY FACTOR. Z a« 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND w ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N W s s 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. e w W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE 6 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR _ 5 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 cn SHALL BE USED. z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC a m SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. m s 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q CONTRACTOR DOS NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMAi THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ob a it 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z_m , DOCUMENTS. HURRICANE FROTEC TION WW 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTroM g s OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND TRACK E SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND AND THE E o DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHU7`fER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o INFORMATION: TOWN&COUNTRY INDUSTRIES m o FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION FLORIDATS 20 PRODUCE APPROVAL NUMBERTABLE 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. EXCLUDING _ 15. ALL BOLTS AND MINIMUM TENSILE ASHERS STRENGTH OF 60 K.SII. U.O.N. OP) STAINLESS SHALL BEL/4 0 OR 3%16"0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK ORNON-HVHZ ESSENTIAL "n BOX LOCK AT CENTER OR SiDE CLOSURE. HVHZ FACILITIES 9 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 INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS Ij 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN !!! 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 �S 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. 72" 2-1/4" 1-5/B" 2-3/8' 1-518" F 23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. r 99" 3-112" 1-7/8° 3-5/8' 1-7/8' TABLE 1: TABLE 1 NOTES: 129' 4-1/8' 2" 4-1/4' 2• a 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5° 2' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE n !ll MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES; o `e SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. COP/IOO1fRUN(L®EW 00PE AT EACH RESPECTIVE SHUTTER SPAN. 2. NOW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FE0lUDX.__ 15-2339 SHUTTERDESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OFT E HVHZ,PROVIDED THAT SHUTTER HAS A SCAM PSF (PSF) DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". FAO!PEWUPTION: 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 2-7/8MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE. °p 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9 I 120" 53 53INDICATED 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' 1 43 40 E1996-09. Li i" FRANK L S9 NAR00°P.E PROJECTION VARIES `\���K L• ''•� 2.874° y- 4.874'MAX. 0.115' I SF c 0.125' 0.062" 0.450• 0,080" - :' No PF004654 _ 0 0 1.708' 0.100• 1.830' 0.062" _ >F •�_ n 1.708' 0.100" ''' -r �_ 0.080° 0.063' -0 •• >f to n 0.195" 0� O96"�- L 0.195° `o 2.820" STAT 0.060° 0.070' 0.Y,61 iry EOF' •+ S T 0.125° t 0.630° 00062° 1.993. 1.908°�� /O ORIDA 8 0.062' ti 0.062' ,^" -L 0.630° 0.630° I 0.143° 0.096 N G �� -1-•� -1" -1.069° 1I0.971° t \ -{ 1� }0.971" 0.143" I I I I I I I I 11 W W o N S o u6o° 4 ry 0.200• _ 0.062' I II 0.062" 0.200° 0.630" 0,06' •" 00.06, " Zq �>L'i. s {-1.069" *1.069"'f } _ 1.' " �a PC 6 u" SUPPORT LEG OPTIONAL) '�' I py zo 5745"MAX. �-1.069°-} 0.062'° x1.069°� 0.062' 0.200 WW 53U0d�uj 9o � Oj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER LL c W -w 6 SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE N O k WHERE SHOWN,SCREW R FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS 0.874" 2.655' 0.875" 2.195' 2.195" 1.230- 0 -1.229' .230°01.229' 14.060' L - Nye - W.8 UM 'm^ 0.7$5' 2.655' ri Pn m I \._O�' 0 4� N '^•� 2.362" 4.84"- 3 .84" Z m 1.069" - I I 10 �^ o F mI+: N T�T .831°I lO ri u� _ I m ._�" ���,, _;"._ 1- �a 4.510" g F m 0781' �_ _0.1- �n � NOTE: O.o4a•' -�':'E- 0.105, 0.075' 0.05 0.075' 4.510• 0.994"1 07' TESTED THICKNESS OF 3.506°8 4.510° = Ir3k og BARE METAL W/0 PAINT IS 0.039° Oj SILL Og SILL ADAPTER gO EXTENDED SILL 1 O EXTENDED SILL ADAPTOR11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLAD SCALE.HALF SIZE E B SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE � to.oeo^}-0.1080.4'7 7' ry _ 1 .s7o" o.slo^ 0.143" 0.143° 590" 0.341°0. 00 .070fes0,245' 1.708°� 0.143° 0.096" 11 4.753" 0.115' cWPzIMgI¢GCRfFMa0.090" 4.510" 0.096" 0.080, 0.080" 0.044" 0.227° 0.682" 0.6 0.060 0.693° 15-2339 :!!j NOTE:THICKNESS OF BARE 2622° 0.420" 8W i DOPE - METAL W/O PAINT IS 0.039' PAM PESMP11OM, 15 6.8 STREAMLINE STACK t6 RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE FRANK L BERNARDO,P.E_ #,'0046549 'I:•: -{}-0.125" .2so' NYLON WASHER OR �'vp,N•" 0.610° STAINLESS STEEL 4 0• ALUMINUM : �f'• LI pZZ�L ASSEMBLY 0.357° T 0.320 HOLE c� x0.050" 0.276° } N�Z'F _ a o N w 0 S 10 x 2-3/4'410 HT S.S. I I I _� 0654 ' go 0.880 00 WHEEL OO lir INSERTS SCREW W1 TC ULTRACOTE T 0.591' Jf 9 ri INTO COATING m - G NN 1.100° 0.240' r TRACK (TYP TOP&BOTTOM) r4Pi 0.062" %(tl••,• 44 NYLON BUSHING W/WASHER: ,�_• %nlS'� �RlOAF G m 8 H I TYP.AT EVERY OTHER 0.750' 7/16°0 x 1/2"@ INTERIOR JOINT TOP �i ........ r 5 MAX. 1 0.870" 7/16°0 x 1'@ INTERIOR JOINT BOTTOM 0.154"-} �-0.137' i"� "qENGN w(n �y t CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR "'111111110" W Our 3 u € 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED Z� >V� 3 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (ga SCALE HALF SIZE =o SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED SCALE:HALF SIZE SCALE:HALF SIZE Zk tm H OR KEY/THUMB TU INSIDE. W W � w N f }0.250" 23 BRASS PUSH LOCK O~Lu SCALE:HALF 512E ul 0K 80.155° w 1.978° 2.125° b p W RO.500' 4.000" 0.236° 1.742° 0.286° 1.603° 0.267" 6 0.500' 1.710" 1.224' RR 0.623° cl Ll 0.790• 0.090" 0.319" 0.531" 0.531" m 0.064' m n O.2 .26,--\ n Z%i 2.250' u�i 0.09 n - -T m m _ 0.607c r" 0.607' a wt�5 0.118' -� �-0.224° + 0.239' }-♦ N ' uai,n 2.000°� 0.060" 0.496" 0.240" r" L- h M S m �-2.750' 1 1.758' t� ~~ 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476° 0.160^ OZZZ.i r o.zao" Zm SCALE HALF SIZE SCALE:HALF SIZE 1.001 0.062° 0.062° 0.062' �-0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 1O SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE ,�,�s'' p 0.062' E. ZE o g 5.500"x 13/16'WIDE }-}0.400° X401, 7/16'0 STAINLESS 41AO5q ' ('16T STEEL NUT n 0.125" 't 30 'I 0 " 0.438" 0.188" -1- 5/16°0 INTERNAL 5/16 ST x1 MACHINE SCREW NP. STAINLESS STEEL a n 0.121° 4.500° t--}0.689" POWDER COATED,ZINC DIE-CAST NIS THREAD SECTION A HEAD STYLE VARIES 1.050"} 333 888 888 bf DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW a ` a a fSa g INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE:FULL SIZE �` c _•0,254° 40O 40b 40C BOX LOCK SCALE:HALF SIZE N 0.319 35 TRIP 1 SCALE.HALF S12E f -2.000°� �- ED &S3 " EXT }-1.625"� {-1.500"-�0.093" 0.125° '1x0.125"SCALE. HALF SIZE 6Y 0.050" f 0.125" r rg� � o.oes^ I g !� IB T n p o 0.125" COPfH iRFRN/L60lNROOPE 0.093" ^' 15-2339 0.250' o N 0.085° rri SCALEt vAae oeecarrrroM. 7.000° I °f O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 9� 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE G� SCALE HALF SIZE -vf�S 1 69q�NARDO P.E. "ISs^rc ANY ANCHOR PER ANCHOR EDGE ply' s` RE.1� �Q SCHEDULE@ 18°O.C. %ISTING p(�,LAZING SEE END STRIIC- .�SCHEDULE FOR PtP�'. No A .ANGLE EMBED 20,140a,HEN LMI*G: 40b aR.�Oc, LD tY �q LEG D RECITON - EMBED. 17 '¢~ r Z7 (INTERIOR) II II a8�,�K 1/4" OR 6.8 START 0 aa c 17 .- ._.... O 0 O 17 � _.. MAX. WITH 21 OR 25,r �•• ,�0 111vP MIN.0.062'THICK 6063-T6 ALUM. �130 ANGLE 1'x 1"MIN.TO 2"x 5"MAX. 21 25EDGE (ANGLE LEG MAY BE REVERSED)DIST. FASTEN ANGLE TO TRACK W/ I n 38 ANY ANCHOR PER ANCHOR (2)#10x1"SCREWS AT L SCHEDULE @ 18"O.C. RNER TOP&BOTTOM;AND UIATTACH ff0 6.8 STARTER W/13 13 #12 x 1/2"GALVANIZED OR S.S.SMS, X12 x 1/2°GALVANIZED OR Z30 S.S.SMS 3/16.0 ALUM.POP W W p 6.80"IT Y P.) 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Obi 1/4-20 MACHINE U e4 LU z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18'D.C. 3 m 1 B (EXTERI 5/16-1831iUMBSCREW INTO THREADED WITH 6.8 STARTER AND ANGLE rnas w INSERT3 AT 1/3 SPAN TO Z/3 SPAN SCALE.3"=V-0" ANY TRACK W/ O LU TYPICAL PLAN VIEW FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 0 HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF P R AN SCALE T.=1'-0" 1'HEIGHT. 1'810(2.7) 62 108' 2 1 " 82 94' m USE(1)BRASS PUSH LOCK 112 80" OR(1)5/16-18 THUMB 132 75' SCREW O- THREADED LOCKING DETAILS FOR 2"BID(3.7) 62 95" SEE END STRIP INSERT 37 AT1/3 SPAN CENTER MATES B' SCHEDULE FOR MAX. Iyy,'13� TO 2/3 AN FROM SHOWN ON RANDOM 3" S0 SPAN WHEN USING RECEIVING HOLE SHSHUTTALL BE 30 13 DETAILS ( ) 72 �: d 20,40a,40b OR 40c, ~2 3"B/O 4.T 0 82 1/HEIGHT.WIDTH,UP 700 4° aIFK 1/4" OR 6,8 STARTER N �(2.TB/O 62 110,72 102" Y g ,..... MAX. WITH 21 OR 25. o�e 0 m' 82 95" 2D 112 81' 40 40 USE APPROPRIATE 132 75' STARTER STRIP 10 µg 1.5'x3' 93" 4 20 PRONDE CLOSURE 13 x0.093' 52 sr" FOR ._ 0 7 BUILDING CONDITIONS. 0 60 81' ST (INSIDE)23 21 0 73" T 0 TRACKB4 7V FASTEN STW/RTER(2)4410z1P45 39. ra �ri SCREWS AT CORNER,TOP xo.12s" 5z 129- ALTERNATE END STRIP DETAIL 8 BOTTOM. A .2 �Y6•7ri7"- 7 120' SCALE 3"=1'-0" ANY TRACK W/SCREW L, 13 a a m 2s 64 118' BOSSES. L� 'ti u¢< 70 111" z a¢ 73 109' O SILL FNa W FOR GREATER SPANS OR LOADS THAN QSHOWN IN END STRIP SCHEDULE,END _ STRIPS REQUIRE A 1"x1".090'CLIP ANGLE N MID SPAN US]NO ANY ANCHOR ON THE EXISTING GLASS p ,� ■ O v 40 ANCHOR SCHEDULE 6 914x3/4'TEK g 3 SCREW OR 1/4-20 5OLTTD END STRIP. USE Itl BRASS PUSH LOCK 30 1°6" USE(1)BRASS PUSH LOCK (INSIDE) OR(1)5/16-18 THUMB a m OR(1)5/16-18 THUMB SCREW I 0 THREADED 30 13 iT D:F SCREW O THREADED INSERT Np77 AT 1/3 SPAN za¢ INSERT 37 AT 1/3 SPAN SILL z I--91-1 ■ TO 2/3 SPAN FROM g,,,,,, TO 2/3 AN FROM 1 @p OF (OUTSIDE) �a BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE tp! 3/8' MAX WIDTH,UP T 23 i � t"HEIGHT . .- TYPICAL OUTSIDE CORNER CLOSURE ° Illimi tz CC1 DETAILS WO/CORNER POST - - - ' 3s 30 o NTS 13 30 COPVWR=L834NRDOP.E 'V@ 31 -2 1 15 13 23 (OUTSIDE) 15-2339 SILL USE 111 BOX LOCK AT 1/3 ' _ SPAN TO 2/3 SPAN FROM PAOB DEiCI11PT10NI BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE a99 CC2 Baa MULTIPLE SHUTTER ASSEMBLY DETAILS WO/CORNER POST g NTS Www SCALE.3"=Y-0" FRANK L BENNAR[W1 P. C1 TYPE REFERENCE ION ANCHOR ST STRUCTURE EF SPACING C7 CONNECTION TYPE 1/4-20 MACHINE BOLT REFERENCE ANCHOR 1/2' W/NUT Ca)12"O.0 OR ` O SCHEDULE FOR MAX. ®2� 1114 SMS(°1 6"O.0 \ SPACING tF (TYP.TOP&BOTTOM) �N :7F ALUM. TUBE ` 5 � ' 2 FASTENERS 6063-T6 ALLOY r ADX% �.T OQ}� EACH ANGLE SEE TABLE A FOR SIZE. I I wo 8�R b6 / - 00.J 1"x 2"x 1/B- ALTERNATE THRU BOLT J 90A�'7I Cruy1` get$ OR 2"x 2"x 1/8'• C1 CONNECTION TYPE MIN.GLASS m Ow Q7 F7 d u•7` HOR ALUM ANGLE ° f ___ ,_._ SCHREFEDULE FOR MAX pu 0 j` SCHEDULE FOR MAX. SEPARATION 13 r ,A o M =tx� THREE 3/16"O ALUM. 13 I i �" SPACING PER TABLE 2 =a'x W W CCIN w 1I POP RIVETS OR I I GLASS lryttr N o.m !1'�WC[' � THREE 412 SMS,TYP 17 OR DOOR—II X00F 34"FG: 3/16-0 ALUM.POP \�� u 4 Of U ce A:.Z 17 ul @18T OC#12SMS \T1 ACTNAT SORfi OR �ZuiTABLE A(cm) f PRESSURE VS ALLO LENGTTI MAY USE MALE OR �g2'.2'xv8' 3b�/6° FEMALE LOCK-SLATPSF No B/O o13ALTERNATE THRU B 1/4"MAX.FROM PIN 62 130° 188• C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING LL 72 124' 179° O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR X (i-,'---� WASHER(TYP) aylp 82 IIB• 172• CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX 92 114' 165" SPACING 14x3/4"SMS(°l 9"O.0 f C 102 110" 16(r �'j/ ANGLE TO TUBE CONNECTION V)rn m �.Ea OM 120 106" 147 EXISTING HOST 60 x 2"x 125" pv$oC d 150 9T 131• TABLE B(oc4) EMBED 6063-T6 ALUM TUBE 2 p&m 200 88' 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE 2°x'2.1/8° 3'Yi9c1//B° EDGE DISTANCE REFERENCE ANCHOR g oa PSF WITH BJO WITH B/O SCHEDULE FOR MAX F IK SPACING . 5 p 62 113" 166' E 3::) FASTENER C°1 18"0 C OO ALTERNATE BUILD OUT MOUNT SECTION 72 IOP 157 (USE ANY ANCHOR SHWN Cb a 82 101" 147 IN ANCHOR SCHEDULE) SCALE.3' 1'-0" m m 92 95' 139' o 102 9(r 132' (�`•`i_'1/', `c $ S IID 83' 122' N 150 74' 109' w rw 3/16 RIVET OR f<12 SMS 090"6063-T6 FUN GLASS 13 j two 18"O.C. OR 1/4-20 ALUM TUBE TYP. iA EPARATION S Z w �0 17 aFw PER TABLE 0�l1� as a NUT&BOLT(TYP I 3/16"m ALUM.POP da a GLASS 2 X O Z m 6b6 ALUM. TUBE RIVET OR 6i 12 SMS zn¢ OR DOOR G oar Q p°yy 6063-T6 ALLOY @ 18"O.C.(TYP.) ,f SEE TABLE B FOR SIZE. 2"x S"x 1/8" 2 FASTENERS x CONTINUOUS 5 EACH ANGLE ALUMINUM ANGLE m 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 ALUM.ANGLE,TYP. THREE 3/16-0 ALUM. 17 ORIENTATION TYP POP RIVETS OR 5 6 17 THREE 1112 SMS,TYP W EO E ♦� 1"x 2"x 1/8" 4 CONNECTION TYPE Jim13 OR2x2"x 1/8" EDGE DIST REFERENCE ANCHOR �giE ALUM.ANGLE SCHEDULE FOR MAX �5 44 Ye USE MALE OR FEMALE SPACING C0FM01RFRkWL00ftVWPE. LOCK-SLAT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION , PAae ocspuPrlonl 012 x 1/2"GALVANIZED SCALE.3"=1'-0" OR S S SMS,3/16-0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT & NUT SCALE:3"=T-0" Cal 18"0 C. FRANK L.BENNARDO.,P.E. /P 046509 C5 CONNECTION TYPE Illw `.L' REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE �\ 2 m SPACING GLASS W o�" GLASS W ,,; Cl CONNECTION TYPE S"MAX. 1/4-20 MACHINE BOI�f�,•' •.Q OR DOOR OR DOOR w REFERENCE ANCHOR 19 W/NUT @ 12"O C 0221f, NO r in�' r w SCHEDULE FOR MAX. #14 SMS @ 6"O.0- - _¢Q MIN 13 7=N w SPACING 1/2'• (TYP.TOP 8 BOT T6� G N: MN 13 V7 w a w GLASS N r Z w m /2" -20 THRU BOLT W/ GLASS X N'/'m EPARATION L7 Q W LOCK NUT 12"O.0 OR EPARATION ¢i Q ii 14 x 1/2"SMS @ 12"O.0 PER X W Z r r �Q�'• T @ PER f r r r OR 3/16-0 ALUM POP TABLE 2 ¢ a p ul �OR�OR/ % C L.Pl rn 12 x 1/2"SMS @ 12"0 C E.S r RIVETS @ 6"O.C. OR 1/4"0 f N w OR 6 J /�is M OR 3/16"0 ALUM POP TABLE 2 w O ALUM POP RIVETS @ 12"O.C. Q 0: //S� RIVETS @ 6"O.0 E.S \ wi on' (� 3 R 1/4"P ALUM.POP RIVETS / 11 AND 3O F BQ] @ 12"O.C.E S. ASSEMBLY 1/1 MAX..FROM PIN MR GLASS 13 w >> v �Oa m i g2 p 1/4"MAX.FROM PIN GUIDE TO BUSHING In i p Z^ t qm / 1/2"TYP. PER TABLE 2 r a., �u 09 AND QO GUIDE TO BUSHING WASHER ITYP.) D 'A"'"' t1, ANO ASSEMBLY WASHER(TYP) w GLASS tttttt i r Z-m WW tD7'i 111 Z 1/2" 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR---II N z Q 3 rL o / BLOCK OR WOOD FRAMING u XZ Zr Na'dxw EDGE REFERENCE ANCHOR I Q 0:¢ W p m / 01ST SCHEDULE FOR MAX. L N C,W W d w 4 CONNECTION TYPE EDGE REFERENCE ANCHOR SPACING ¢ '1� SCHEDULE FOR MAX SPACING AS SHOWN 113 CONNECTION TYPE IN DIAGRAM ON PG.9 0 �2 �DR b OR REFERENCE ANCHOR EXISTING CONCRETE, w p V`y 0 6 p SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING1/4"MAX FROM PIN R / SPACING.ALT FASTENER /2" F \ Cl CONNECTION TYPE GUIDEBUSHING LOCATION FRONT AND REFERENCE ANCHOR 1/ WASHER (TYP.) Y 1/4"MAX FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. WITH THIS LOCATION v PIN GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE ((ma�y !2� m BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR 1 w p ITYP.I SCALE.3 1'-0'. MAX �I�I�,E y 4p m EXISTING CON ETE, SPACING Ill p� oC�l / BLOCK OR WOOD FRA EMBED zm CO BUILD OUT MOUNT SECTION ' a TYP BOTTOM EXISTING CONCRETE, SCALE 3"=V-0" L BLOCK OR WOOD FRAMINGid !' �Srjlt p 8 XISTING a G g NOTE.FOR DETAILS A,B,D,ANO E )N THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE m EMBED ig THE BASE TRACK MAY BE INSTALLED IN SECTIONS W REFERENCE ANCHOR 5 CONNECTION TYPE Si WITH 1/4'.GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR O A MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E SPACING SCHEDULE FOR MAX MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w S 6 SPACING b USED WITH THE BASE TRACK MUST BE CONTINUOUS ry OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2.. /;ti,RO2 F w 0 w Vl' r w w o GLASS a r J a p m a OR DOOR GMN LASS13 �' N w w w 012 x 1/2"SMS @ 12" EPARAT1 = Z u w r w 7 a a 4A w w r O.0 OR 3/16"0 ALUM. PER w p u m ILII 13 F�=O� POP RIVETS @6"O.0 TABLE2 X ❑ZF GLASS OR llpyN CLAS I2�=� a�� a � a N w w OR 1/4"0 ALUM POP Q o¢ DOOR PAR TI w O N Q �= :� RIVETS 12"0C F a g M79AMING X,Z m @ w M PER TABLE 2 a W a Q r SEF4E J a @@@ PEa w 0 a r O AND© 1/4"MAX.FROM PIN i a 1/4-20 S S MACHINEF ow a ASSEMBLY 1/2" GUIDE TO BUSHING Q SCREW 9,NUT @ 'A 1/2 TYP WASHER(TYP.) . �i?g 12"O.0 ¢ o p 'A 1/4"MAX.FROM PIN GLASS "MAX.FROM PIN m w o {a g OR DOOR W 4 CONNECTION TYPE 1/2 yG,Iq�HER(BypHING $ a �!DE TO BUSHING �REFERENCE ANCHOR SHER ITYPI EGE¢ ISTING CONCRETE, DIST. SCHEDULE FOR MAXWP/RL+FRiNh19ILB@NU✓DOPEOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR - OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: "x 3"x 1/4"CONT 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING t•ADl o[uamoxi 063-Tfi ALUM.ANGLE REFERENCE ANCHOR O C OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, 0 SCHEDULE FOR MAX. LOCATION.FRONT AND OR WOOD FRAMING AY BE REVERSED SPACING POP RIVETS @ 6"O.0 BACK ANCHORS NOT REO'D 5 SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION 19 O .WALL MOUNT SECTION RIVETS @ 12"OC. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE.3"=V-0" SCALE:3-=1'-0" SECTION 0 SCALE:3"=1'-0" 000, i MN GLASS \\11 FRANK�Ly BENNARDO PE. GLASS SEPARATION z y•F OR DOOR PER TABLE 2 Fo DOORS OR : NOP 0046 •O =w a GLASS OR MN GLASS A _* '�'- •• DOOR N N N SEPARATION X w W PER TABLE 2 Q=!r MN.GLASS rl L r F SEPARATION r m STA ® z l7 r PER TABLE 2 w w r Q A'(O D =ZwIItIF_n�ff�� DuiquQ 3 "' - 13 G w¢✓1 13 z0U Uel �a Waz$ 1/2" 1 F JOz C1 CONNECTION TYPE a -o'O ZX 3�� �2� 1/4"MAX.FROM PIN GUIDE 26 4 a REFERENCE ANCHOR E J ou Q WW ry 9 TO BUSHING WASHER(TYP.) vl SCHEDULE FOR MAX uQ a V~W x TWO 1/4"0 WOOD 250" SPACING 0 i.rL 3 - LAG SCREWS P 24" C4 CONNECTION TYPE )S .250^ CLU g OC MAX WITH 2" i� IBJ '� 3 THREADED PENETRATION REFERENCE ANCHOR "T"INTO CENTER OF 2X STUDS /Ow SPACING SCHEDULE FOR MAX. /w r EMB "T• 14 SMS(nl MIDSPAN BETWEEN /w /W m M 1R ❑o STUDS FOR TRACK TO 1"x 4" / /T_ PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE ^ wyl STUCCO FINISH r I'i 1"x 4"x 125" 6063-T6 ALUM TUBE E O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w8 THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3"=1'-0" SCALE:3"=1'-0" K•Q$ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Na OWALL MOUNT SECTION THIS DETAIL MAY p I=-b O m SCALE 3"=1'-0'• ALSO BE USED Z C AT TOP a 1= E 3 mACCORDION SHUTTER o g PER PRODUCT APPROVAL r o —GLASS r o aai .' MN GLASS OR DOOR r m SEPARATION 13 7 in N LA I� PER TABLE = EXISTING WOOD(G=0.421 R APPLICABLE AT TOP z m z TRUSS OR RAFTER nAND OR BOTTOM Q n XQ Q @ 24 MAX.CLC 1-1/2"I-1/2" L w a EXISTING FINISH I I MATERIAL w I I 1/4"MAX.FROM PIN GUIDE 1/2°MIN. 5 6 A x 5"x ANGLE 6063-76 Q O TO BUSHING WASHER(TYP) ALUM ANGLE W/THREE '1 m ^^ 4 ` � 2"x 3°x 1'°x CONTINUOUS OR 2.175" U o i i{ i i i w YYYIII y� s 3 16 1/4"TILE(TYP 1 1/4"0 WOOD LAG 2°x2"x1'e xCONTINUOUS V. FINISH MATERIAL SCREWS WITH 2-3/4" I g E¢ 6061-T6 ALUMINUM ANGLE MINIMUM THREADED II i. 6�om°B 3/4"PLYWOOD PENETR "T"IN WOOD(al 5 6 p 0.9°MIN.THICK 6061-T6 ALUM TRACK X --1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, y U. FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT @ 12"O C 24"O.C.MAX.WHERE m ANGLE FASTENED TO E EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GAL V OR 5.5. HOST STRUCTURE WITH _ AND 9°O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND 6 LAST TRUSS MORE THAN EM n 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w m 15°0 ELCO ULTRACONS AT 6", EXTEND ANGLE TO r w EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN.EMB. 3°FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(al 9"O.C.W/1-7/6" NEXT TRUSS. r FOR BALANCE WITH 13%" MIN.EMB IN WOOD SG=O 42 TO 0 55 Iola f Jim tl MIN EMBEDMENT AND 215" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 _Z t 11030 MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, =r-z u m STAGGERED WITH 3"M HOLLOW BLOCK OR / M o N LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE LO Q �1'RIfiRBWi(L�lW100PE 2"x 5"x GLE CONT Xwozr SPACIN P. t 52 ANCHOR SCHED. ALUM AN (6063-T6) <u p a 15-2339 A�tO18 BUILDOUT MOUNT B TRUCDTURE LIN IYPE OF CN PAW D[iCRiFlIONI HO SCALE NTS IMAX DESIGN LOA.:72 P 5 F) Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE 3"=1'-0" O SCALE 3"=1' 0" 799 EXISTING HOST ALT.LEG DIRECTION a�E0D16349 xa900,PFE.^+ STRUCTURE EMBED IN CONCRETE OR HOLLOW B 0 K S SOLID SET ANCHORS 1 MINIMUM • - '7j777i7 ,y 12°MIN FROM EDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3°MINIMUM EDGE DISTANCE � TOP OR BOTTOM I AX (2)6063-T6 ALUMINUM lN7 ANGLES PER BEAM END,SIZE z 4' 0 6549 O 1/2° PER SPAN TUBE SCHEDULE EMBED. _ SPAN TUBE PER - __ DESIGN SCHEDULE C ••, o N ACCESS HOLE Uj EDGE OF ACCORDION z:z 1/4-20 MACHINE BOLT W/NUT @ �O�'.,• E Fw�. SHUTTER BLADES C3 12"O.0 OR 914 x 3/4"SMS 6'O.C. 3.5"MIN a ass 10 ui TYPICAL N -- 1/2"MAX. -�ti 7777 i • 5 6 3'MIN 3 16 � I �Qltl Q� 2.875"0 HOLE(TO RECEIVE DISTOANCE GE �U)~ M uml ROUND WINDOW ASSEMBLY) MIN.GLASS 13 'z q Z MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION Q o W W PER EVERY OTHER BLADE GLASS DOOR = Off+u�LL,, z NUU UI OCdP 1 LIGHT-N-VIEW WINDOW °`� 3"MIN az w •• ow W O EDGE 1"1/2•MAX w¢ 4 6 8 N.T.S. EXTERIOR ELEV p DISTANCE F z_U) 5 6 f 00 O 3 16 1/4"MAX.FROM PIN GUIDE I�i1 'ry Oa £z TO BUSHING WASHER ITYP 1 m 1,_ 1/4-20 MACHINE BOLT W/NUT @ LL w m 1/2' ACCEESL.SS HOE 12°O.0 OR N14 x 3/4"SMS 6"O.C. w w 2.875"0 HOLE TO 'I SPAN TUBE PER w 8 RECEIVE ROUND EMBED. DESIGN SCHEDULE 111�VVVi g WINDOW ASSEMBLY �•� 1/2° (2)6063-T6 ALUMINUM 11>1�'F"a u7 ANGLES PER BEAM END,SIZE 6 p¢m EXISTING 1 PER SPAN TUBE SCHEDULE pv cc HOST 1/4.0 THRU BOLTS SEE BEAM z STRUCTURE SCHEDULE FOR REQUIRED NUMBERS c m 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM G7 SPACING,AND 3°MINIMUM EDGE DLSTAPICE 0.125° 0.125" 6 p 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF '' a o g --- 3 SPAN TUBE SECTION D.196• / \ \ 8 N.T.S. VERT SECTION 8 4S° \\ ,y / SPAN TUBE SCHEDULE \1 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE I z ROUND TUBE SHUTTER SPAN THRU43OLTS WANG EPS LENGTH + j WINDOW SIZE SPAN Ill ASSEMBLY TOP BOTTOM TOP BOTTOM TOP BOTTOM 70P BOTTOM RI o� II 151 ` n TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE m 60' 123.8" 135.2 2 2 2 3 4' 7' g �® $ \ / 0.125 �• 101.T 108.8' 2 2 3 3 T 7• \ - 123' 89.9' 94.4" 2 2 3 3 T 7- \ 2kek 60' 129.1" 157.0• 2 2 2 3 4• 7' \ 0.125 98' 114.8' 124.1' 2 2 3 3 T 7' 123' 1 102.8' 109.5 2 2 4 4 10' 10' 138.0• 196.9• 2 2 3 3 T 77E 02.875" 9B' 12�155.7" 2 3 4 7' 10' ��03.250' 0.125' c 9'9 H123' 113 4 5 10' 13' 1OPMURFROMLIIIIINLYMPY 60' 15Z 3 4 7• 10•0.1875' 96el • 143 4 B 10" 16" Z g f[e n LIGHT-N-VIEW WINDOW \ �� 123" 1322' 203.1' 3 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: 1. x 4 x xl 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339 xl 2. USE 2°XS'X1/4'ANGLES FOR 2•x8•&2"x1O"BEAMS. SCALE. - 3' USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DENCRIM( i 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. z BLADE W ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 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. O 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE FREN0L.6E"NARDO,M1F.E. 1111 )I POfM6549 2.5'MIN EDGE DISTANCE G Spans UO To 0-0" Spans UD To 8'-3" Spans UD To 12'-0' p❑pcc LOAD CONN TYPE CONN TYPE CONN TYPE =6i OR (pl0 Cl C2 I C3 I C4 CS Cl C2 I C3 I C4 I CS Cl C2 C3 I C4 CS No PE004 ' 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"16.0" 8.S' 14.5" ULTRACON WITH 1-3/4" 53 16.0"16.0" S. 14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.S' 7.5" 10.5" EMBED(3192PSI MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.5" S.S" 8.5" 15.0"15.0" 7.S" 4.5" 7.5" 10.5" Z (Ly Y = 70 16.0"13.0" 7.0" 11.0"16.0"15.5' 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINATIOF;��'. STATEO z®' MBS 100 15.0" 7,5' 4.5" 7.5" 10.5"15.0" 7.5" 4.5' 7.5" 10.5"15A" 7.5" 4.5" 7.5" 10.5" 2 z S ITYP 1 9 / 10 COMBINATIOFI•��s•.•FTATE �m $m 1/4'M1 43 16,0"16.0"ISM"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" S.5" 9.0" 13.5' � S 41 MIWITH CONCRETE) ED(3275psi 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" S.5" 9.0" 13.5"13.5" 7.0" 4.5" 75" 9.5" o �'� AL 1 O; € 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5' 7.0" 4.5" 7.5" 9.5" UI Q z o 1DO 13.5" 7.0" 4.S' 7.5" 9.5" 13.5" 7.0" 4.511.7.5".9.5" 13.5" 7.0" 4.5" 7.5" 9.5" W W i *u 1/4'ELCO CRETEFLEX 554 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" 1 x S ITYP.) 2 x S ITYP.) N 5021 W/2'EMBED(3350ps1 MIN 53 16.0 16,0"16.0"16.0"16.0"16.D"16.0 10.0 15.5 16.0 16.0"10.0" 6.5" 11.0"14.0" U"'1 W = 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 ?�� z 1,11Uunq 70 16.0"116.0"120."16.0"16.0"16.0"30 S' 7.0" 11.5 15.0"16.0"10.0" 6.5" 11.0"14.0" N W x w 100 16.V'10.0" 6.5" 11.0"14.0"16.0"10.0" 6,5"111.0"114.0"16.0"10.0" 6.5" 11.0"14.0" W ui I'MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING N� Cl C2 c3 g�'16.0" Cl C2 C3 Ca Cs Cl C2 c3 c4 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4-ITW TAPCON OR ELCO 43 16.0"36.0" 7.5" "16.0"16.0" 5.0" S.5" 16.0 16.0" 9.0" 3.0 4.0 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ULTRACON WITH 1-3/4' 53 160 16.0" 5.5" "16.0"12.0" 4.S" 16.0"14.5"VS�" . 10.0" ANCHORS ONLY EMBED(3192ps1 MN CONC) 62 16.0"15.5" 4.5" "16.0" 9.0" 4.0" 14.5"14.5" 10.0" - C4 CONNECTION TYPE USING PIECE 08 WITH 70 16.0"12.5' 4.0" "15.0" 7.5" 11.0"14.5" 10.0" OUT ANCHORS ONLY 100 14.5" 7.5" "14.5" 7.5" 10.0"14.5" 10.0" A 1/4'MILLENIUM MIILFAST 43 16.0"16.0'1L.0" "16.0"13.0" 6.5" 9.5" 16.0"13.0" 10.5' m WITH 1-3/4'EMBED(3275psi 53 16.0"116.0" 8.0" 0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" S. 7.5" ANCHOR NOTES: 2MIN CONCRETE) 62 16.0"11.5" 6.0 9.0 16.0"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 7.5" 1. SPANS AND LOADS SHOWN MERE ARE FOR DETERMINING ANCHOR SPACING 1'rn Q 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 to ¢ 100 10.5" S.S' S.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" S.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). -.n m z 1/4"ALL-POINTS SOLID-SEi 1-1/4"MIN EDGE DISTANCE Z S Cl2 c3 C4 CS ClC2 C3 C4 C5 C3 C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m US ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINE SCREW 0" 8.5" 10.5"16.0"16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" S.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" S.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. 0" 5.0" 7.D" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENIIFICJLTION OF CONNECTION TYPE. "i 0" 4.5" 6.0" 16.0"10.5" S.S' 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0"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 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 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE: 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" o $ (3000ps1 MIN CONC) 53 16.0 16.0 13.5 16.0"16.0"16.0"14.0" 8.5" 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 gt E 62 16.0"16.0 10.5'16.0"16.0"16.0"11.0" 8.5" 5.5" 9.5' 12.0" ONLY. G •0 70 16.0"15.0" 9.0 14.0"16.0"16.0" 9.0" 6.0 10.0 13.0 16.0 8.5' 5.S' 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" B.5" 5.5 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0 8.5" 5.S' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN *16.0"16.0" 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT ANDCl2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. 1°EMBED(3000ps1 MIN 0"14.0"36.0"16.0"16.0"140" 8.0" 12.5"16.0"14.0 7.5 5.0" 8.0" 11.5" 7. WHERE E%ISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONSCONC) .0" 9.5" 14.0"16.0 16.0 9.5 6.0 10.0'16.0 1.5" 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMINGMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR5" 7.5" 12.0"16.0 14.5 7.5 5.0 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES..0" 6.5" 10.5"16.0 12.0 6.0" 4.0 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0"0" 4.0" 7.0" 8.0 11.5 6.0 4.0 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0"1 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.)G SCREWSSHALLSHALL° u ee Te 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING LA @5 m W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2MC4C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD.1"EMBED(3000pSI MIN 43 16.0"16.0"15.0"16.0"16.016.0"14.5 9.0" 13.5"16_0"15.0" 7.52.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS INCONC) 53 16.0"16.0"1D.5"15.0 16.0 16.0"10.0" 6.5' 10_5 16.0"12.0" 6.0" .5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSSHEAD,OR WAFER26.0"13.0" B.0" 12.5"16.0"15.0" 8.0" S.0 9.0" 12.0"12.0" 6.0" 8.5" HEAD(SIDEWALK BOLT),U.O.N.70 16.0"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.512.06.0B.S" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0 6.08.5" @ S 2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, L R L 312 SMS W/2-EYEWALL CI C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 04 CS NUT OR WASHER WINGNUT. 00FfF=ffFR N(L8NW=PE ARMOR INSERT W/2-EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.S' 10.0"16.0"16.0" 9.0 4.5 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5,5' 8.0" 1fi.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" 4.5" 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 6eun - p DRILL INTO HOLLOW BLOCK NOR SH06LO IMPACT DRILLS BE USED TO INSTALL owac omwXMON� 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.S'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" 312 SMS W/2.75°EYEWALL 43 16.0"L6,0"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" ov 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" S.O" 8.0" 13.0" 9 EMBED(2000p5I MN 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 B.S' 14.0 16.0" 9.0" 5.0" B.0" 13.0" \L�.!) 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.01 13.0"16.0" 9.0" 5.0"1 8.0" 13.0" Spans Up To V-0' Spans Up To 8'-3" Spans Up To 12'-0" � . �� ,• it CONN TYPE CONN TYPE CONN TYPE 2-3/16-MIN EDGE DISTANCE m m,1-1/2-MIN EDGE DISTANCE ���®����Q�Q�E�7�7E����®EES W1 1-3/4'EMBED .a MIN CONC) ■m0©m©m0©m©�©m®©�©m©m©©m�mmmm� I t. _ mmiiiiiimm 1-1/4'EMBED iii /i�mm®mmmmriai�mm� rr�ii.,M/iii% liar /Emm10 mmm iii iiiimmm/iai/iiiaPER Va, -_ m i/ilii/ii /iii//�/ii/ilii/iii�iiiiiiirii/i/� • �iimmmiiiioi/iai m / i�i� / „/// ///01, m 1 i �;ii/ilii i ;iii �mmmia�iiiiiiim 1-1/4'EMBED mmmii//mmm a iiiiiiaia miiiiiiiiiii i/ii Viii iiia�mmmmmmmiiii,®mm iiiiiiiiiiii/m mm ai�Yaii�ai m as ilii/i�ii iiia:iiia, iWNVOi io i�ii WO mm VON/ iiiiiiiiii mm/i///,.iii iiiim - _ m®ilii®®m ®®®®®E Q aaa�mm 9 m/V;///,0/10 ANCHOR W/1-1/4'EMBED ��iiiii /�11 a _ m[ r//ai %ar// 9 m �//,%/////,9m%///,%/%/,"%%///."'///%/ .: �0©m0�mm00©mm©mmmm0mmmm0mmmmm0m 1-2/4-MIN EDrE DISTANCE 2-MIN EDGE DISTANCE oil 1-3/4'EMBED �momm©m©ommm©mm©mmmm©m©mm©mmmm© �����` iiiia,ma mmm ®m / / 11/1 %®� M � /® �/ momO1 / E // itm �i�1111iNo ®� �mmmmmmo©m©mm©m©mm©mmmmmm©mmmo® 1-1/4'EMBED mEmmiii iiiomm iiih/, /////m iiiiiiiii iii/iiii'iii mmmmmmm iii�®mmm iiia: ON////a9 mmmi/iii/ism /ii///i� m /iHi/ilii/ii//ii/iimm�mmm�///i/m�miaiiiaii�iiii �/i/iari�ailiiice®iia�m�miaiiaiiimmii/i//lir/i :_.u...,...,...,,.,, �; . f/�i,®iii/ gym/iii/iiii�iiim/i,;i/; f/ ma99111.iaiii�iaiiii �/ i��/ �/ ifi�miiaiiiiii - •• • 10 ANK ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 8 PE004.BENNARDO"P.E. `\\11111111111 E0046549 2'MIN EDGE DISTANCE G Spans Up 70 6'-0" Spans Up To 8'-3" s Up 70 12'-0" �.•' 1.IC ti CONN CONN TYPE CONN TYPSpan E CONN TYPE s ANCHOR (p`'0 CI C2 C3 C4 1 CS C1 C2 C3 I C4 I CS C1 I C2 C3 I C4 C5 Z* ND PE004654 #12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.S' 8.5" 4.5" 6.S" 15.5" 8.5 4.5" 4.0" 7.0" 3>:ARMOR INSERT W/1-1/4' 53 16.0"16.5" 5.0 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0 3.5 3.5" 5.0" _-u x' 'n•• _=b EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" -4.5" 4.D" 7.0" 7.0' 3.5" 3.5" 5.0" - L./ 0�m�t}f =m 70 11.5" 6.0 3.5 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0"13.5" 3.5' S.0" %�7,(% STATE OF A W PI >E 100 7A" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" (� '.•�Y I'1 ,ORIDA•,.•' iu ri ANCHOR SCHEDULE: WOOD (G=0.55) S��NAL EN 1i2! '�"� /I/I/...W0 LU 3/4'MIN EDGE DISTANCE ��'Z ��U-• p i r1 Spans Up To 6'-0" Spans Up To 8'-3" Spans Up Ta 12'-0" '4 �a��g`g O LOAD CON N TYPE CONN TYPE CONN TYPE L J( aL.0 F i ANCHOR (per Cl C2 C3 C4 CS C3 C2 C3 C4 CS C1 C2 C3 C4 CS W W 90" N w q,-,�GGi�i Z O 1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"LLS"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0 16.0 14.5" 4.5" 6.0" 16.0" t7 MIN THREAD PENETRATION 53 16.0"L6.0" B.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" Ifi.O" N Wx w fit 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" p 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" O N 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" �o �n 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" B.5" 4.5" 9.5" 7.0" 1.13°MIN EMBED&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" S.0" L7 SS MACHINE SCREW 62 14.0" 8.0- 4.5" 6.5" 14.5' 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" O �A.imm 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" ." 3.5 4.0" 5.5" 7.0" 3.5 45..05" 153..00" 0 p 100 5" 16 " " " 4.0" 5.0" 7.0" 3.5 4.0" 5.0" fi.O14.5" W�N Q g#14 SMS OR#14 WOOD .012.5 " " " " " " " -3/4°MIN 53 16.0 9.0 " 5.5"SCREW WITH 1 11.5" 6.0 " " 3.0 TH .5" 9 5.0" .0" 16.0 16.0" 9.5" 43READ PENETRATION 62 16.0"16.0" 7 " " " 70 16.0"16.0" 6.5" 85" 6.0" 14.0"16.0" 9.5" 100 16.0" 9.5" 4.0" 5..5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" cO;p n I.mj ANCHOR SCHEDULE: WOOD (G=0.42} E8. � 3/4"MIN EDGE DISTANCE S g Spans Uo To 6'-0" Spans Up To 8'-3"I Spans Up To 12'-0" sY ` E �y ori ANCHOR LOAD CONN NPE CONN TYPECONN TYPE �; g m x (PSB Cl C2 C3 C4 CS Cl C2 C3 C4C1 C2 C3 C4 CS m 1/4'LAG SCREW WITH 1.3/4' 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0•' 16.0" 9.S' 3.5 4.S' 15.0" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5 5.5" 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" 7.5" 3.0" 4.0" 11.0"70 16.0"13.5" 4.5 60" 16.0"16.0" 8.0" 3.0" 4.0" 15.0" 7.5" 3.0" 4.0" 11.0"100 15.0" 7.5" 3.0" 4.0" 11.0"15.0 . 3.0" 4.0" 15.0" 7.5" 3.0" 4.0" 11.0"#14 SMS OR#14 WOOD 43 16.D"160" 8.5" IO.S'16.0"16.0•'12.5' 5.5" 7.0" 13.0" 6.5" 3.5" 5.0" 10.5SCREW WITH 1-3/4'M!N 53 16.0"16.0" 6.5" 8.0" 16.0"16.0 8.5' 4.0" S.S' 10.5" 5.5" 2.5" 4.0" 7.5' THREAD PENETRATION fit 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5"3. 3.5" 5.0" 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" 10.5" 5.5" 2.5" 4.0" 7.5"100 10.5" 5.S' 2.5" 4.0" 7.5 10.5" 55' 2.5" 4.0" 10.5" 5.S' 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a 1- 4°MIN EDGE DISTANCE Lj Spans Up To 6'-0" Spans UP To 8'-3" Spans Up To 12'-0" LOAD CONN TYPE CONN PE TYCONN TYPE m 0 ANCHOR (psf) /g x C1 C2 C3 I C4 CS C1 C2 C3 C4I CS C1 C2 I C3 I C4 C5 y 5/16'ITW TAPCON%L W/ 43 16.0"16.0"116.2 16.0"16.0"16:0"16.0"15.0"16.0"16.0"16.0"15.0 9.0"1�4-.:1§.0"2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 0"62 16.0"16.0"14.0"I6.O"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.S' 0"70 16.0"16.0"11.5"16.0"16.0"16.0"12.5 B.0" 12.5"16.0"16.0"12.0" 7.5" 0"100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 0" Nu5/16'ELCO ULTRACON W/ 43 16.0"16.D"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5 "o 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 " MPY=ffFMNILIBIW0P.L62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.56.5" 9.0" 9.0" " 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" "Z9.0" S.S' 6.5" 9.0" 5.5" 6.5" 9.0" 5" PAGE DESCRIMONI u 2"MIN EDGE DISTANCE M16.0' C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 CS #12 SMS W/2'EYEWALL 43 9.5" 11.5"16.0"16,0"14.0" 6.0" B.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5"ARMOR INSERT W/2"EMBED 53 7.0" 9.0" 16.0"16.0" 9.5" 4.5" fi.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5" 62 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.570 5.0" 6.5" 16.0"12.5' 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0 4.5" 8.5" ANCHOR NOTES:SE10D 3.0" 4.5" B.5" S1.S' 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.