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Property Information Building Information Owner: Santucci Wind Zone: 160 MPH. Address: 6571 Zapote Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location 11 Device IFDevice Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1� 1 End 53 55 7 31.0 -40.5 2 Int 26 38 7 32.5 -35.2 ......... _._._...........-- —......_.... __.............-- — -....._._... ----._........._.... __.._ 3 Int 26 38 7 32.5 -35.2 4 Int 74 63 7 30.0 -32.8 5 Int 72 82 7 29.5 -32.3 — ..__.._........ _..._... --__...._.._ ..... ............................_...----....-.................---.. -.........................._...........--.-.._........................._—._.........-......................._........_._..._-.._....._..................._.__._._.. 6 Int 53 55 7 31.0 -33.7 --- -- ........................ _. 7 Int 53 55 7 31.0 -33.7 8 Int 36 63 7 31.5 -34.3 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Is�. t BCIS Home Log In i User Registration Hot Topics 1 Submit Surcharge Stats&Facts i Publications j FBC Staff I BCIS Site Map Links i Search Rods Product Approval Nr USER:Public User o-��T•�.tg Product Approval Menu>Product or Application Search>Application List>Appliestion Detall FL FL13757-R6 y6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived E 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 ID Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.pd FL13757 R6 COI Indep2.pdF FL13757 R6 COT Inden3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 ,a Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauivl.odf FL13757 R6 Eauiv Eauiv2.odf F113757 R6 Eouiv Eauiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwc12,pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo,P.E.PEOD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 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.pdf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc, Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-182a The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic 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 mails 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,FS.,please click here. Product Approval Accepts: W2 M Cradi Card Safe !� II I 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ N-16004654t I. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE'VT"VELOCITY THE FLORIDA BUILDING CODE SIXTH EDITION OI.U4AFOR USE WITHIN AND OUTSIDE THE HIGH VELOC HURRICANE AND THE INTERNATIONAL L BUILDING qDE((IBC)AND N L RESIDENTIAL L CODE AT'ONA MID NE LEVEL N 9" LU S TER6 C THIS SYSTEM MEETS MISSILE =L'PD A INCLUDES ESSENTIAL FACILITIES DEFINED IN UNLIMITED WIDTH z:"o AND PREODUCIT EVALUATION REPORT FOR MORE INFORMATION, STATE OF 2. POSITIVE GATIV DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING�IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE RE(VIII)RAMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 0! PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TA 201IM704S103 AND ASTM Ei88%6I99yE330. F 5 _D ON M MU TED C Y 4: DESIGN PRESSURES NOTED HEREIN ARE SAS AXI PRESSURES DIVIDED Y A 1.5 SAFETY FACTOR. ul S. THIS SYSTEM R ALL WIND OPTIONAL T DAN I PLAN VIEW all 6. PRODUCTS.WIND d. 7. THESE 0, ww CITY. FOR OF Kd=0.05 rn 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC S16 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 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. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED TH V CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THECONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM Am Afwc ES 6NED N SEPARATION GLAZING E D FOR 0' END R TL ACCEPTABLE By CODE N ST AS P ON OM 1996-09.0 SIT'S ACCE ADOPTED 0 7 AUTHORITY R VR DIMONk THESE ESE FODUC THE DESIGN M N C TERI M N YHUT 0 HAVING I IS THIS Sy EM BEI W ZONES, N ACCORDANCE H E CREA �LL B�STRESS HAS BEEN USED IN E S GN 0 I IS WIT MAS USED MR Wo ANCHOR I R' A 'NDEF DE Y AD No INCREASE ALLOWABLE LOAD DETERMINE FACTOR Cd- 6W 0 0 G ' I ESV D r N THEM POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING TI DOCUMENTS 'TH THE GOVERNING I GOVERNING R Na W, VE D C IN ACCORDANCE W RN N CODE A D e NJFACTORNoLO WI L CALCULATIONS IN ACCORDANCE Ce AS E DI 0 LITY SH'D AV CA A DAN C 7 A REM NAC ALL BE USE, THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PRQTECTIM OFFICIAL MAY RErRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI&ED,DATED AND BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GRANTING H%UER APPROVAL 13. EACH SHMER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE LLOWINGMINIMUM LOMNO MECHANISM,SEE INFORMATION: TYPICAL PLAN VIEWS TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE,Ft TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886 E1996&E330 TAS 20 /1�SHUTTER ELEVATION PRODU&202&263 FLORIDA APPROVAL NUMBER 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: \IV N.T.S. EXTERIOR ELEV K,S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL SHALL STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.0.N.POP RIVETS SHALL BE 1/4-0 OR 3/16rO 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL 52 nS 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE FACILITIES Box LOCK AT CENTER OR SIDE CLOSURE. HVHZ FLOOR RA )IRE REMOVABLE ANCHORS. SHUTTER sl I 19. spAm INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. LOG T IS NT NG 1 .5 30'ABOVE 3VABOVE --1 30'ABOVE 301 ABOVE 21. MOUNTING 1 0.- GRADE GRADE LL M5 ALL TEE I 22. SHUTTER MAYBE GRADE GRADE 2 S L T SH 3. SEALANT A POSSIBLE. 72" 2-1/4" i-sw 2-3v 1-618" 99110 3.1 1.7/8"TABLE 1: TABLE I NOTES: 12 1. DESIGN PRESSURES SHOWN IN"ACCORDION iZ i ACCORDION SHUTTER SHUTTER SPAN SCHEOULE'ABOVE ARE L 4-7/8" 2'_ SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: AT EACH RESPECTIVE SHUTTER SPAN. I. P&M DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. POSITIVE NEGATIVE 2- LINEAR INTERPOLATION BETWEEN SHUTTER 2. A%W DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY COPamartliwCL PE SHUTTER DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 BPAN p il MEN,ON.E PRESSURE BETWEENTHOSe INDICATED ABOVE,THE ZONES 1 rHRGUGH 4 OUTSIDE OF THE HIVHZ,PROVIDED THAT SHUTTER HAS A $CAM DESIGN PRESSURES FOR THE NEXT HIGHER tpsFl (PSF) MINIMUM SPAN OF AT LEAST 30". PAM DMCNIP170k- SPAN SMALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30*SHALL ir 100 100 HAVE 2-ZaMINIMUM SEPARATION PROM GLASS WHEm!s 301 ABOVE GRADE,AND 1-5/8' WHEN>30' Sir 70 70 ABOVE E. - S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMTITED,FOR SPANS BETWEEN THOSE _720' 6-3 _63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 1144' 1 4340 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 1 E1996-09. _PROJECTION VARIES- 2,874' l7��2optasiy '°'E' {-03I5'2.874' 4.874`MAX. ` N` L• T 0.125" 0.062^ 0.450` 6 0.000• ,: NO PE0045�4 S.?08• O.IOp' 1.708^ 0.100' }-1.830" 0062' _b: :Q= 0.080" 0.063* 0.195" 0.096• L 0.195• _r .j_ '__I_ 1 0.060" 0.070' j' 0.060' 2.820' "n'. 87gr o n Y 0.630" -•-{ 0.630" .c 0.630' �I p•062' 0.062' ^ 1.993"---1 1.908" <ORIDA I� •1�r 0.630' '} c�f}1� `J' L 0.143'11 1 i /�t}(.,.�........... ` •• {:' 1;069'- 0.971" }0.971"� 0.143" t9"Oiy ►`FI` � o.zao" gb6q• ' i'D7o" �11 T U Tlunu T q.062 ( I OA62 0,2p0 006' , o�y= �-1.069' f-1.069'-f `,.„., I 0.630' 0.06 0.0 062" jR `{q 0y I .s+p1 5.745"MAX. --5.745"MAX, SUPPORT LEG OPTIONAL -•• }-1.069"-� 0.200' 0.062' 0p" 0.062" g (D WALL V BUILD OUT WALL \J STREAMLINE CEILING TRACK (4}STREAMLINE WALL TRACK ( HEAVY HEADER Stet LITE HEADER SILL U 6:E `✓ SCALE:HALF 512E �.-/ SCALE:HALF SIZE �./ SCALE:HALF SIZF. ��-� SCALE:HALF SIZE �•.✓ SCALE:HALF SIZE `:./ SCALE:HALF SIZE 0 O j�(// M WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"}- 2.655" 0.875' - 123D 2.295" 0.510 2.195"--{ ' � -1.229" 0.105' 0.060' IIf tP � l� ( = 0.7 s• {:'• is t.l'9 i 1 ,p a ---2.655' g �IQ: tn�' i I V��r� �1.069 }0.105" b.t m 0.105" I _.. U'1 " �O.IOS ( " n 0.075' In�i��3 1' ^- 4.510" f }-�--4.510 el I „ ^,;f 11 0.075" F L__.__�_I 'I"' 0.994" e�'-----I._....-_�_-- _ -_-? t� � O.OJ" NOTE:TESTED THICKNESS OF -4.510"-----4 3.506"---� BARE METAL W/O PAINT IS 0.039' m g SILL ( } SILL ADAPTER }EXTENDED SILL ID EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADC SCALE.HALF SIZE �./ �-.•� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E SCALE=HALF SIZE R 0.143" t- 0.080-{�. X0'477" 1.570" Oslo, 0.243"-{ _1.708' 0.143" aL�.11t.'11IL.OS90" 0.341`-( ��, 0.070' �I y� gCCC 'm 1I 0.096. 10.245" d O St E 9 T0.1150.06'-f 4.753' r ' 0T �.,� � � o.oso• 0.117, 4.s10"� 0.o90"N e 0.096" p 0.044' 0.227' 0.682" 0.630` . 0.080' 0.060* (^L I NOTE:THICKNESS OF BARE 2.922• c#.-�] 0.693' i ERW[L®MNhc>•L { ' f-2.62s"- METAL W/0 PAINT IS 0.039" 0.420' 15-2339 js 6.8 STREAMLINE STACK i6 RADIUS CEILING PLEADER SILL 17 6�8 STARTER Ig WALL SILL CUP WALL SILL MCl pE6t]UFrmM SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE+HALF SIZE I SCALE HALF SIZE 99 1 l�P�wasss""'�R°R*°e- }}-0.125" 0.610" STAINLESS STEEL 280"'+'-'} f NYLON WASHER OR ASSEMBLY .4$0" ALUMINUM 80 0. INSt�Y'•'•�•tl• "':I, . 0.320`16 HOLE ;-0-Q50° 0.357" * ND Q NYLON "i o ¢ ei 610 x 2-3/4"410 HT S.S. 0.276' F$O461", -- . g 0.805 YlHEEL `i „'r,•O a' ERTS SCREW Wl TO ULTRACOTE "A - �O.1z0 ,NTD COATING B. ^' 0.591' _fl }f- µ r TRACK (TYP TOP BOTTOM) N 0.062"^- rq� p -l.•ii TYP.AT EVERY OTHER 0.750" NYLON BUSHING W/WASHER: G �i� 5" 70RIDgF --f O.B70" 7116"0 x 1/2"(LQ INTERIOR JOINT TOP Q '••,......•• INSIDE]DINT AT TOP. 7116"0x1"QINTERIDR30INTBOTTOM 0.154•-} I•-0.237' �i�N ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN 8E USED ON EXTERIOR iYY C ENO'��` Eta !17111 19 22 ROLLER ASSEMBLY HOUSING-ZINC DICASTPOWDHiCOATED ��r�$ SCALE HALF SIZE ROLLER SCALE!ttALF SIZE NOTE: MAY BEKEYOPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (I�(tn]y,, O . OR KEY/THUMB TURN OPERATED INSIDE. SCALE.HALF SIZE SCALE.HALF SIZE G gra. f{0.250" N 11 L3 BRASS PUSH LOCK lL����iYJ( �H.Ni;twN SCALE:HALF 512E II,(]"� VIA: 80.155' ('71 j�WrQ`lllj VIA: A 80.500" 4.000' 1.978" Z.12S' 0 0t 0.500' 0,236' --1.742 0,286" 1.603" Al N� 0.623' -1.710' -1.224"- 0.267' $ 0.790' 0.080" 0.319" 0.531" - - 0.531' "i 0.084" 2.250' .a a 6.09 .: 0.2 t+ o -? t --�' .c o '26' - 0.607" ff FF 0.607' 0.118"1 4{-0.224' 0.239'- �-, ry r�, m:i F n in m ° '4 s1 ( 0.060" 0.496" (� ~I t "1 r. C �--2.750`--T 2.000"--.-� 1.75E"--•� -1-24 (*t ,(..a .y � ,-�.', �a g 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" Jy--- t j 1" C K SCALE:HALF S12E SCALE HALF 512E 0.160" I 0,222"-I 0.240' -- -ca 1.001 0.062'0.062' 0,062' �-0.176' 3d SCAUNILSE:HALF ATE LOCK IIZE 31 MALE BOX SCALE-HALF SIZE TER 32 SCALEFE -HALF SIZEE BOX ENTER 8 0.062' 5.500'x 13/16'WIDE- }--}0.400" .G04` rc A, 167' 7/16"0 STAINLESS �♦ STEEL NUT F T4 30 e - 0.188' ^iv ... of 1' 0.438° 1_ M,, 5/16-IBx1 MACHINE SCREW "1 ;'z- 5/10'0 INTERNAL STAINLESS STEEL a+ �'"' 0.121• 0.609POWDER COATED,ZINC DIE-CAST F 4.500' t�t " THREAD fi HEAD STYLE VARIES DFLtn MOOEt ggQQ22t r SECTION A 36 T-LOCK ADAPTER TER 37 T-SCREW INSERT 3g THUMB SCREW d INDUSTRIAL SYSTEMS O(OPTIONAL) SCALE.FULL 512E SCALE:FULL SIZE o X0,254" 4dU 4Ob 40c 35 BOX LOCK _ SCALE:HALF SIZE ; SCALE.HALF SIZE X31-9 `x END STRIP I' LAI 2" do 3" EXT Lt {-1,625" }-1.500"-•} -1T-0.125'SCALE: HALF SIZE 0.050' 0.093'7 - r U.125' 0.125" 0.085'j 1 0.250• o $ 0.093• rRt -0.125' tTAY1ILAliNtDPPP� 0.095" �; � 15-2339 IL .cau, rAat 611nG¢FIIaIU 99 3g 2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE SCALE-HALF SIZE SCALE.HALF 512E SCALE:HALF SIZE SCALE*HALF SIZE P181 ANY ANCHOR PER ANCHOR DIST. .... . SCHEDULE CM 10'D.C. EXISTING ODGE .... GLA SEE END STRI A ANGLE Cf SCHEDULE FOR No ED 1 •0 EMB SPAN WHEN 09MG. LEG D RECITON 20,403,40 To EMBED, 17 ONO (INTERIOR) OR 677 t �r .8 s , WITH 21 OR 2�C) MIN,0.062"THICK 6063 T6 ALUM. EDGE (30-4 ANGLE IlxI'MIN-TO2'xS'MAX. 21 25 CAR (ANGLE LEG MAY BE REVERSED) ANY ANCHOR PER ANCHOR FASTEN ANGLE TO TRACK W/ SCHEDULE @718"O.C. FJ 010x1*SCREWS AT 13 13 i3 ATTACH TO 6.8 STARTER W/ 13 012 x 1/2'GALVANIZED OR S.S.SMS, #12 X 1/2*GALVANIZED OR RNER,TOP&BOTTOM;AND 6AO'(TYPA 30 3/16'0 ALUM.POP RIVET,OR 1/4-20 S.S.SM:S z A3/16"0 ALUM.Pop full 0 1/4-20 MACHINE to 9 III& -S PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'D.C. ALTERNATE EN STRIP DEVIL T WITH H 8 S NUT @ Is,D.C. (EXTERIOR) S/16-18 UMB SCREW INTO THREADED 1ARPIA AND ANGLE INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3*'=V-0- ANY TRACK W/ Via s ON g FROM 1114 OF SHUTTER.RECEIVING END STRIP SC"FJJULE SCREW BOSSES. NO TYPICAL PLAN VIEW HOLE SMALL BE 3/6-MAX WIDTH�UP TO SCALE 3"=l'-O*' I'HEIGHT. PSF I SPAN I V BID(2.n E[2 2 USE III BRASS PUSH LOCK @ OR 11)S/16-18 THUMB 132 scffw D TH''A"'O LOCKING DETAILS FOR Eyo(3.7.) - 'W N AT 1'13 SPAN CENTER MATES SEE END W 2,1'1 62 a' 2 I. 3.7.) 2-BID' TO TZT/(3 N SCHEDULE FOR MAX. 340ANFROM 80 F SHUTTER.- SHOWN ON RANDOM NO 30 3-4(4 - .4 RECEIVING HOLE SHALL 8 DETAILS 3-BIQ I J-) 0 SPAN WHEN USING 3/8"MAX WIDTH,UP TO F 13 0 IT, 20,40a,40b OR 40c, I'HEIGHT. 30 1/4" OR 6.8 ALT.1'B10 STARTER p 8 72 WITH I OR 25. 82 SRV G! Sgt x0 112 7 0 ab USE STARTER STRIP TO X0.093- PROVIDE CLOSURE 90 13 roR 23 BUILDING CONDI TIONS.n 0 p lq I (INSIDE) FASTEN STARTER STRIP 7 1 TO TRACK W/(2)tiloxi" 64 U7 1 SCREWS AT CORNER,TOP Ff 2X3" 46 139, X0.1251 -!�--xv- ALTERNATE END STRIP DETAIL BOTTOM SCALE.3-.V-O" ANY TRACK W/SCREW BOSSES. SILL W FOR GREATER SPARS OR LOADS THAN O SHOM IN END"MP SCHEDULE,END �=RE A VXI'.49W CUP ARGUE n 1/} No Aff(AMORULONTHE 0 I z AVCjWA5CMMtt&f 4314'11A EXISTING GLASS Ti 13 SCREH OR IH•20 DOLT TO ENO STRtP. f USE(1)BRASS PUSH LOCK lop USE(11 BRASS PUSH LOCK OR(1)5/16-16 THUMB 0 THUMB (INSIDE) Il SCREW I a HR ARE n13 S' INSERT INSERTfo NCREW ,b"THREADED AT 111A" �-1 AT IN SPAN AFROM I j2 TO 2/3 S N FROM .3 SILL BOTTOM OF SHUTTER (OUTSIDE) D. BOTTOM OF RECEIVING HOLE SHALL BE (OUTSIDE) F SHUTTER 318" AMX WIDTH,UP Tb I"HEIGHT. TYPICAL OUTSIDE CORNER CLOSURE CCi -7- DETAILS WO/CORNER POST NTS h K!13 13 23 10 OE'd "mm 13 SILL 37� 215 (OUTSIDE) 15-2339 USE(11 BOX LOCK AT 113 SPAIN TO 2/3 SPAT FROM VAQII QPEMIPRW11 TYPICAL INSIDE CORNER CLOSURbw BOTTOM OF SHUTTER F DETAILS WO/CORNER POST 99 Br MULTIPLE SHUTTER ASSEMBLY NTS SCALE.3'-r-o', NNNK L 86101AR00•P•.e . Cl CONNECTION TYPE I�9 F71r�/1i7/j%iG;�a1 REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE / /i SPACING AX. -+ i' CT CONNECTION TYPE 1/4-20 MAC HINE BOLT \ REFERENCE ANCHOR .• 1/Z" W/NUT @ 12"0 C OR -` �; 0 SCHEDULE FOR MAX. ® 1114 SMS(Ol 6"D.C. Z7�• SPACING / I/Z" ITYP.TOP 8 BOTTOM) =b rn IO ALUM. TUBE T O 2 FASTENERS 6063-T6 ALLOY _. OT 5 OR 6 OR i EACH ANGLE- SEE TAB A FOR SIZE. I ALTERNATE TI7RU BOLT wO 8OR�6 o t"x 2"x 1/B" I/�' CI CONNECTION TYPE W r �¢a L S OR 2"x 2"x 1/B" r _ _ ____ REFERENCE ANCHOR EP RATIOGLASS p X W ALUM.ANGLE ° - - SCHEDULE FOR MAX PER TABLEN $ S` 13 I.f j.... �I , SPACING PER TABLE2 13 ]4Zw fym pB�1 CEG THREE 3/16"B ALUM. 0 I. 1„ III V, am WW $.1�^ z GLA55 7� POP RIVETS OR o 17 I� I OR DOOR X vi EQ- 3�L THREE N72 SMS,TYP, 3/16"0 ALUM.POP I I I \\ E li-w t7 Q 17 RIVET OR q12 SMS / Cjf l7r GOO A C.1B"O.C.11 1 I'._..... TABLE A(cm)_— •: G MES9JRE VS ALLOWABLE LENGTH `_ GW7!n \ O J N R MAY USE MALE OR J 0 2-M25G1/8' 3'NO�lB' FEMALE LOCK-SLAT w O PSI IV O 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 62 13D' IDB' C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124• 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '-: -�' \ WASHER(TYP.I In k ,6 SCHEDULE FOR MAX SPACING SCHEDULE FOR MAX 62 119' 171' NITS K g 92 114' 165- 14x3/4"SMS(A 9"0 C. F�7 102 110' 160" ANGLE TO TUBE CONNECTION 2"x 2"x.125- Gi r!IZa1 104' NT� EXISTING HOST EMBED. 6063-76 ALUM TUBE 2 „t 150 9r 131• TABLE B=0 _ 7 STRUCTURE 5 CONNECTION TYPE PAESSVRE VS ALLOWABLE LENGTH g 1 gO• 111' ��2yt1/ /8" EDGE DISTANCE REFERENCE ANCHOR 'Gaf PSF WE1H 8(O WTTH IQ'0 SCHEDULE FOR MAX r - SPACING 61 111' 166` FASTENER C°l 18"0 C. E 3 72 107' 15r (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a 82 - 101" Lor IN ANCHOR SCHEDULE). SCALE:3"=1'-0" m 92 9S L39' 102 90' 13Y 120 83' 17T' ry 150 74' 104' w 64• 9T _:-. w°=j^ 2"x2"x - 13 00 3/16 RIVET OR 1112 SMS 090"6063-T6 MN GLASS O 7 N= g (dl IB"O.C. OR t/4-'Ly ALUM TUBE TYP. 2d EPARATION _ _ -u W td NUE BBOLT(TYP.). 17F-1 PER TABLE mL Orn a �b 3/16"0 ALUM.POP Oj�� GLASS G RIVET OR#12 SMS v m ALUM. TUBE Ya3 OR DOOR a a a a p 1B"O.C.I7YP.) E' A �- UIn 6063-76 ALLOY 2"x 5"x I/8" SEE TAB�I _8 FOR SIZE. 2 FASTENERS x CONTINUOUS ��� EACH ANGLE ALUMINUM ANGLE 1-x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 6 'T'THREE 3/16'•0 ALUM 6 ALUM.ANGLE,TYP 17 ORIENTATION TYP, p w '5 6 5 o POP RIVETS OR _ 17 THREE R12 SMS,TYP w o I"x Z"x 1/8" 4 CONNECTION TYPE OR 2"x 2"x 1/8" I _ TEFERENCE ANCHOR ggpp L 13 ALUM.ANGLE `''`r' SCHEDULE FOR MAX SPACING WP0R6TI89[L8114lDO�E USE MALE OR FEMALE LOCK-SLAT —EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING ems.... (OUTSIDE) EE INSIDE SILL MOUNT SECTION P° Da5° raml ttt2 x 1/2"GALVANIZED SCALE:3"x 1'-0— CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/76'-0 ALUM POP RIVETR I/4-20 SIDE CLOSURE OPTIONS •O W7•S MACHINE BOLT 8 NUT SCALE:3"c 1'-0" � (d 18"O.0 i FRANK L.08tHA1it10,P.E. CS CONNECTION TYPE I6t49 }•��Gi ` REFERENCE ANCHOR EXISTING 241 SCHEDULE FOR MAX STRUCTUREOn a � O SPACING _ GLASS M n r-'GI.ASS w Cl CONNECTION TYPE 5 MAX /�1/4_20 MACHINE BOLT OR UUUR v w y OR DOOR---- w I- REFERENCE ANCHOR / W/NUT Q 12"O.0 No SCHEDULE FOR MAX. 18 ' t3 x w a MN 13 7 S u SPACING HIL SMS C�6"O C 6�y. - .... ^ w /2" ITYP 7pP 8 80TT6F11 dry{,. 1/4"-20 THRU BOLT W/ CLASS 7C 0 u CiA55 *. u py /2„ -Q Li` O m 'EPARATION V- 4 _ ` PaRATi Q S K Q #14 x 1/2"SMS p 12"O C' PER X z O Z h- w .- L aim M• LOCK NUT(p 12"O C OR OR 3/16'•0 ALUM POP Ia a t7c'), 'p M 12 x 1/2"SMS(01 1Z"D.C.E.S. PER F TABLE 2 `E 1 n O H R 6 OR �C,,`nn•'- p( • OR 3/16"0 ALUM POP TnOLE2 F RIVETS(ul 6"O.0 OR 1/4"B x w O R � RIVE TS(c06-- E.S. 1L ALUM.POP RIVETS La 12"OC. Cf 1R 114"0 ALUM.POP RIVETS (, M 11 AND(D - of V� P 0)12"O.C.C.S.------ - '- 1/4"MAX.FROM PIN MN GATS W �, aa 0000+� I/4"MAX.FROMBUSHING PIN ASSEMBLY SEPARATION Q W O9 AND IO l GUIDE O PUSHING 1/2"TYP. GUiD 0 US NG PER TABLE 2 _ 13 ASSEMBLY WASHER(TYP.) WASHER ITYP,) trtrtr---- SS v2- 1/2"7vP EXISTING CONCRETE, W 3 CONNECTI014 TYPE OR DOOR '^r 204 *Iw!!ll wBLOCK OR WOOD FRAMING Rt / EDGE REFERENCE ANCHOR X z w Z F N L m —C4 CONNECTION TYPF. DIST' SPACING FOR MAX E o� _ REFERENCE ANCHOR u �w d 012 TE SCHEDULE FOR MAX --- �� SPACING AS SHOWN -C3 CONNECTION TYPE N4 DIAGRAM ON PG 9 u }` REFERENCE ANCHOR EXISTING CONCRETE, w o 53 p OR 66R SCHEDULE FOR MAX. m BLOCK OR WOOD FRAMING SPACING ALT,FASTENER 12.. U4"MAX.FROM PRl LOCATION.FRONT AND CI CONNECTION TYPE -, GUIDE TO GUSHING REFERENCE ANCHOR 1/2" v4-r1Ax FROM RACK ANCHORS NOT REO'D B INSIDE MOUNT SECTION SCHEDULE FOR MAX / WASHER ITYP.! :v� p WITH THIS LOCATION SCALE:3"x 1'-0" SPACING PIN GUIDE TO (TYP.IBUSHING WASHER �INSiDE MOUNT SECTION i REFERENCE71ON ANCHOR I ITYP') ^-.� SCALE:3-=T'-0" SCHEDULE FOR MAX N ` S n EX75 TING CONCRETE. SPACING O� M rl BLOCK OR WOOD FRAMl. EMBED �_ �/ t -_1 cp BUILD OUT MOUNT SECTION - ` TYP ROTI OM EXISTING CONCRETE, SCALE•3"c 1'-0" x BLOCK OR WOOD FRAMING E pa a S S NOTE:FOR DETAILS A.S.O,AND EON THIS SHEETEDGE tliST, EXISTING a THE BASE TRACK MAY BE INSTALLED IN HAS 4 CONNECTION TYPE EMBED STRUCTURE WITH 114"GAPS,PROVIDED THAT EACH SECTION AS ci REFERENCE ANCHOR 5 CONNECTION TYPE �p A MINIMUM OF TWO SETS OF ANCHORS AND IS A m f:0 E SCHEDULE FOR MAX. REFERENCE ANCHOR 34 N MINIMUM OF 12"LONG.THE SILL OR CEILING TRACKm _ S 6 SPACING SCHEDULE FOR AN 75 USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING OVCR THE GAPS BETWEEN SECTIONS. 3 IS �;�.� " w 1/2•' (DOR GLASS MN OR DOOR tw 1412 x 1/2"SMS Lul 12" EPARAGLASSIO 13 i I^ywOX OR 3/16-0 ALUM. PER z umI-.w 35 POP RIVETS(16"OC TAOLE2 N ONa13OR 1/4-0 ALUM.POP d~ DOOR GLASS OR MN.GLAx=z vPUN GLASS =x_�� RIVETS(1a 12-OC. T �0. PL� q NN�- a0 R PER TnBLE 2SEPARATION too v1 q Z o zPER TABLE 2 XZnz>- ('�1/4-SO S S MACHINE m OOttd AND`v� 1/4"MAX FROM PIN { v N Jim SCREW&NUT(aa E u y ASSEMBLY -- U2" GUIDE TO BUSHING12-GC. a 11T" TYP, WASHER ITYP.)GLASS OR DOOR 114"MAX.FROM PIPt m ,v,I o 1!4"MAX.FROM PIN_GUIDE i U BUSHING —C4 CONNECTION TYPE 1/2" GUIDE f0k3USHIIVGWASHER ITYP) EDGE REFERENCE ANCHOR WASHER(TYP.) ,y 5 6 EXIST ING CONCRETE, _ DIST. SCHEDULE FOR MAX r t BLOCK OR WOOD EXISTING CONCRETE SPACING AS SHOWN 2 CONNECTION TYPE C(TROGlR1RpICLBiiNOOFF, _ FRAMING BLOCK OR WOOD FRAMING REFERENE ETIANCHOR IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 PE OR SCHEDULE FOR MAX. SCHEDULE FOR MAX eultt "x 3"x 11a-CONT, / l 3 CONNECTION TYPE #12 x t/2"SMS @ 12" SPACING SPACING ALT.FASTENER rACt D[sa�srTi,_Gx! 063-T6 ALUM.ANGLE REFERENCE ANCHOR O C OR 3/16"0 ALUM CXtSTING CONCRETE, SCHEDULE FOR MAX, LOCATION FRONT AND S S O REVERSED POP RlYE75(d 6"O.C. BACK ANCHORS NOT RECI'U BLOCK OR WORD FRAMIIiG 5 SHOWN DASHED) SPACING OR 114-0 ALUM POP WITH THIS LOCATION CEILING WALL MOUNT SECTION INSIDE MOUNT SECTION RIVETS Cm 12"0C. WALL BUILD QUI 99 D Q SCALE:3"=1'-0" SCALE:3"-1'-0" SEC110Nf o 5CALE,3 V-0" I I �eet,ruwna,P.6 MN GLASS ui 1l /4jJ� - •i,'?'1 GLASS SEPARATIONZ O .. OR 130011 PER TABLE.2 13 O o \ - ` GLASS OR W ao X F w" DOOR _*:= NDP 00465 •C7 W 6 GLASS OR MN.GLASS rn ' DOOR N SEPARATION 'A U .14N X W IA ,x w PER TABLE 2 .i - Q 0: MN GLASS W STA _=w SEPARATION IT I-co QQY` R • E I U~ PER TABLE 2 f W J Q C w✓''aV' �O I V 11 _"�~ =�/SOON' X17 1$i ( ow x -Zpc�OV� )C Z " 02M IJ4 fL Qi S m 13 a j¢vUl 13 x wpin Y Wm /2- F u z CI CONNECTION TYPE a o z z�,' g{3p 1 1/4"MAX FROM P114 GUIDE ua REFERENCE ANCHOR T_ ua lu aanJ n 28 e" SCHEDULE FUR MAX. a onJ. S lU BUSHING WASHER(TYPAL SPACING — Q" it I TWO 1/4"0 WOOD .250" tA6 : w OCGMAXEW TH 2'/ REFERENCE TION TYPEANCHOR �7 .250 Wp r THREADED PENETRATION p SCHEDULE FOR MAX. W I- "I" I 1g6 INTO CENTER OF 2X STUDS SPACING /W_ M EMB 14 SMS(al MIUSPAN BETWEEN / I / STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE / PLYWOOD A TUBE CONNECTION r STUCCO FINISH 1"x 4" .12S' 6063-T6 ALUM TUBE mY _ DECORA I IVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL m g IETHIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=V0" SCALE:3"=1'-0" F XCECO XCEEDS TILE MAX.ALLOWABLE ANCHOR SPACING. IRRO O WALL MOUNT SECTION THIS DETAIL MAY , � o r! ALSO BE USED Z� T SCALE:3"v 1'-D" AT TOP m 7 o� to � O O� g ACCORDION SHUTTER W m 6 PER PRODUCT APPROVAL I- —GLASS N o 5 MN GLASS OR DOOR O F z 'D SEPARATION a PER TABLE = .I EXISTING WOOD IG=0.421 Lv N APPLICAB1EATTOP X 7 Z TRUSS OR RAFTER n AND OR BOTTOM a a Q (.n 24"MAX.O.C. W 2"OR3" EEXISTING FINISH w_ 1/4"MAX FROM PIP!GUIDE 2•'x 5'•x 1/e`bOfi3-T6 w2"MIN. 5 6 1/ TD BU5111/4WASHERITYP1ALUM.ANGLE 4!/TIIREE2'X 3"X S6'x CONTINUOUS OR -1 2.175' TNI TILE(TYPALSCREG 2"x2'XWXCONTIN000S I -{I FINISH MATERIAL SCREWS WITH 2-3/4" LVA 6061-76 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD pENETR."T"IN WOOD(A0.9"MIN.THICK6061-TS ALUM TRACK X1/4"m A32S GRADE THRU BOLT @ 7"U.C. EACHRAFTER OF TRUSS.ANGLE FASTENED TD FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A32S GRADE THRU BOLT La 12"0 C. 24"O.C.MAX WHEREMACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S ANGLE EXTENDS BEYONDEXISTING3KSI CONCRETE - AND9.O.C.FOR THE BALANCE LAST TRUSS MORE THANw s HOST STRUCTURE WITH EI 0 } �- 1/4"0 ELCO.ULTRACON To CONCRETE/CMU u Y�0ELC0 ULTRACONS AT EXISTING CONCRETE HOSE 5.'0 C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO _ p 3"FROM ENDS AND 4"D.C. 2-1/P MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LID 9"O.C.W/1-7/B'• NEXT TRUSS. W w Y FOR BALANCE WITH 13� 13 7 MIN.EMB. IN WOOD SG=0.42.TO 0.55. I-wn w MIN EMBEDMENT AND 23!' MAX.DESIGN LOAD AT S'-0"MNC SPANS EXISTING COIJCRETE, xF um �r MIN EDGE DISTANCE, t 62 P.S.F. / 102.)¢ OWR7.1f1NIRLe1W W1O'_ STAGGERED WITH 31 WN. HOLLOW BLOCK OR MAX DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x S"x 1/8"CONT ¢ a Q~ 15-2339 SPACING.TYP. t 52 P.S.F. A14CHOR SCHEO. ALUM ANGLE 16063-T6T OASED ON TYPE OF " v'A • ' ' 'C BUILDOUT MOUNT STRUCTURE L xQ pmvDrA'T^10"' R HO SCALE.NTS IMAX.DESIGN LOAD s 72 P S.F 1 PASS THRU DET AILw Hb SCALE+3"=1'-0" OK TRUSS MOUNT SECTION yy SCALE+3"v 1'"0" EXISTING HOST ALT.LEG DIRECTION F � i"°0!P 6' STRUCTURE ' 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1 ��/i/ •'t' 12"MIN FROM EDGE OF ACCORDION -ROUND WINDOW / " EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY f 1/2 /'SPACING,AND 3'MINIMUM EDGE DISTANCE ` - 1 AX/ (2)6063-TG ALUMINUM ``o TOP OR BOTTOM 14 ANGLES PER BEAM ENO,SIZE _ 0 0 6549 '•0 1/2- PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER DESIGN SCHEOULE •; o N (r= EDGE OF ACCORDION 33 z - ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ �� '•, E F~ SHUTTER BLADES Y d - 12`O.0 OR*14 x 3/4`SMS 6'D.C. /�ss TYPIC/IL II'- 1/2"MAX. //7/� 11�P'+4-QI it #ffrdjHL 5 6 � a 1:J4 �aQs S 3'MIN Wgg EDGE 316 zNH, m DISTANCE a 2.875"0 HOLE(TO RECEIVE MIN.GLASS 13 z ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o w N.yJI �i MAXIMUM OF 3 WINDOWS GLASS OR r PER EVERY OTHER BLADE DOOR o a r N lari 4:z 1 LIGHT-N-VIEW WINDOW � � DISTANCE 7 �� on z ow S EDGE 1/2"MAX 0 a $ N.T.S. EXTERIOR ELEV w S 6 �- [7 3 16 1/t'•11AX.fROH PItJ GUIDE IA O oO ` TO BUSHING WASHER ITYP 1 0 F tn+1 p £ ACCESS 1/4-20 MACHINE BOLT W/NUT 0 w A 2/2' HOLE 12'O.0 OR 414 x 3/4'SMS 6"O.C. rnT 1 2.875'0 HOLE TO -SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY _ 1/2• _(2)6063-TG ALUMINUM I- MAX. ANGLES PER BEAM END,SIZE 5 S PER SPAN TUBE SCHEDULE EXISTINGHOST 1 4'0 THRU BOLTS SEE BEAM Zm d STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 7G 1 4"ALL POINTS SOLID SET ANCHORS WITH 7/8'Mm EMBRN ED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE OISTAIfCE - p 0.125" 0.125' 0.032' 0.032' MAX.DESIGN LOAD=+72 PSF $ 3 SPAN TUBE SECTION 0.196" / ` 8 N.T.S. VERT SECTION Hca�c / \ 5 4Se / \ SPAN TUBE SCHEDULE \1 ALLOWABLEIUBE NUMBER OF NUMBER OF 14INIMUMANOLE d ( I •,� TUBE SHUTTER 91ZE SPAN ANCHORS PER LENGTH 11TTER( SPAN THRLLBOLT9 ANGLE -}- s WINDOW TOP BOTTOM TOP BOTTOM 70P BDTIOM TOP BOfNOM $ I ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE 1 / 2'xfiY BO' ,23.8• 135.2 2 2 2 3 r 7- _W pp 0.125' B6' 89.91 SIX06.W 2 2 3 3 r r Iwo �d� A 129• H9S --81.4• _ 2-_ 2- 3 __3_ _ T -T / / \ noN 80' 12.9.1' 167D' 2 2 2 _ 3 4' T' � [ \ BB• 114.8• 124.1-_ _2 2 3 _ _3_ _ T_ T �( 0.126' 723' 102.6' 109.8• 2 2 4 4 ,0' 10- iE£i e 138.0• tOB.B' 2 2 3 3 T I_7" zlxBIA •+ 02.075" -- \ 1-T O.1881 0.12Y( Be' 1227" ,SS.r 2 2 3 4 7• 10- QQQ p 03.250" 123' 115.4'- 137.6" 2 3 BO' 168.1' 240.0' 7 2 3 4 7' 10' 018075 BB' 110.8' 278.4' 2 _9 4 8 10• -�8, ��� LIGHT-N-VIEW WINDOW / +23' 1322 203.1' 3 3 5 7 13' 18' -• n \ i SPAN TUBE SCNEDULE NOTES: [Cd INBWKLBMmOPE kt 2: N.T.S. 'SABIC PLASTICS SLX143IT-UL-94HB - x1,UKFOR Z'xS'A Z'x6'BEAMS. 15-2339 2. USE 2'x5'x1/4"ANGLES FOR 2"x8"&2'%IO'BEAMS. sratas - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. �walr nFselllm 4. TOP®BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARE NOT ALLOWED. no 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O 1' " ANCHOR SCHEDULE: CONCRETE FNXK L tp3lNARDpt PIE, • Iltl rPEOMb349 2S'MIN EDGE DISTANCE (j LOAD Spans Up To W-0" Spens Up To 9'-3" Sum VpTa 12'_0" 1� CONN TYPE CONN TYPE CONN TYPE ! •' 61,1 ANCHOR (P9) Cl CL C3 1 C9 1 C5 CLMC2C3 C4 CS C3 C2 C3. C4 CS C 3/4'iiW TAPCON ORELCO 43 I6A'26.0"25.0"16.0"i$.0"38.0' 9.0" 130'15,0"34.0" 9.5" S.S' B.5" 24.5" No pE004 ULTRACON WITH L-3/4" 53 16.p"16,p"10.5"14.5'10.0"18,0. 7.0" 10.5"16.0"15.0" 7.5"EMBED(3192¢9 MIN CONC) -62 16A'ISA^ B.S" 22.S'"1660"1616_0'" S.5" 9.5" 15.0"15.0" 7.5" 4.5" Z70 160"130" 70" 11,0"16.0"15.5^ S.0"7.S"11.5"15.0" 7.5" 45" 7.5" 10.5° _t1--=TO�" 7 / 4 COMBINA TIOt¢ ' $TATE O _ 1D0 19.tl" 7.5" 9,5" 7.5" 10.5"15.0' 4.5" 7.5" 10.5'15.0" 7.5" 4.5'7.5" 10.5" 2 x S ITYP, -'O 1/4'MILLENNM MILLFAST 43_16,0"16.0'15,0'16.0'16.0"16.0' 9.0" 13S'26.0" 9 / 70 COMBINA710FYOWITH 1-3/4'EMBED(3275P9 53 10.0'''16.0"11.0"25.0'•16.0"16.0" 7.0'• 10.5"16.0"13.5' 7.0•' 4,5" 7.5' 9.5" OVAL R44 MIN CONCRETE) 62 16.0"15A^8.5"13.4"16,0"16.0' 0.5" 5.5" 9.0" 13;5'23.5" 7A^ 44=5" 7.5" .5 0 7�jJ�VALt tY. p 83a _70 18.0"12.0" 7.0�' 11.0"16.0'14.0" 7.0' 4- 5" B.0" 10.5"13.5"7.0� 4.5" 7.5" 9.6" __100 13.0" T.8" 4.5" 7.5' :E' Y3.5" t.0' 4.5" 7.5" 4.5" 33.5 7A" 4.5" 7S" 9.5" aS7 yg 6 3/4"ELCD CRETEHDI$S4 43 16.0"18,q"18.0'1G.0"16.0"16.0"16.0"13.5'18.0"16.0"16.0"12.5' 0.0" 13,0"16.0" t x 5 IT YP.I 2 x S ITYP.1 W12'EMSED(3350p 4 MIN 53 16.0"Y6.o'•16.0"10.0"16.0"14A"16.0"10.0"15.5'36.0"18.0"10.0" 6.5' 31.0"14.0" W n 9 CONC) 62 36__.,0"16.0"ILS"16,0"iGA"16.0"12.5" B.0" 23.0"36,0"16.0"30.0"_ S"S' 11.0"24.0` [j 13tTptt'1" 70 16.0"16.0"10.5"16.D;'16.0"18 0"I t T.0" 11.5 1$.0"16.0 1010-l0" 6_-_5" 31-_0"14.-i0" N g SxuSi 100 1,IT.It,(r 6.5" 11.0"i4.0"18.0 10.0" 6.S' 13.0"14.0"16.0"10.4" 6.S"2I.0"14.0" 1'MIN EDGE DISTANCE OW Al -- .E4- - - NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING 0 ct c2 cT co cs cl cz a c4 u ci Q c3 c4 `cs` SPACING DIAGRAM FUf2 C2 & C4 CONNECTION TYPE: 1/4"RTW TAPCON OR ELCO 43 16.0"16.0" 7.5'18.0"116,0-16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0'• 3.0" 4.0"14.0" ULTRACON WITH 1-3/4" 53F 16.0"L8.0•' S.5" 6.5' 16.0"16.0"12.0'- 4.5" 18.0"145" 7.5" 10.0" -C2 CONNECTION TYPE USING PIECE ©0 WITH OUTSIDE EMBED(3192p9 MIN CONC) 62 1fi.0"15.9" 9;S" 5.5" I6,0"18.0" 9.0" 4.0" 14.5"34-P 7.5" 10.0" ANCHURS ONLY - C4 CONNECTION TYPE USING PIECE ®WITH m 70_16.0"22.5" 9A" S.U" 16.0"15.0" 7.5' i1�0"14.5"t_5" Y0.0" OUTSIDE ANCHORS ONLY Cdc __ __ 100 19.5" 7.S" r7l"' t4.S 7.S' 10.0"19.5" 7.S' 10.0" b 2/4"MRiL9IlUM MttlFASi _ 43 16.0"l6.d"11.0'13.5 16.0"13.0" 6_.9" 9�5" 140"13.,_D" 7A" 4.0 6_5•' 10.5" i� WITH 2-3f4"EMB (3275pSt 53 I8_0"t'.B E. 26.0 9.0" 5.0" 7;5" 10.0"t0.5" 55 5.5" 7.5" ANCHOR NO7F5:IN CONCRETE) 62 16.0"11S" 0.0" 9.0 13.5" 7.0 4.D" 6.5" 11.0"10.5" 5.5" 5,5" 7.5' 70 26.0'S.5" S.S" B.p11.5' S.S" 9.5 8.5" 20.9"5.5" 5.5" 7.5" 1. SPANS ANO LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING100 10.55.55.5 10.5" 5.S' S.S" 7.5" 10.5" S.5" S.5" 7.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST Be N rj D O LIMITED TO 73105E SHOWN IN TABLE i P 1), 0-1: v n 20 U4"ALL-POINTS SOUR-SET I-V4-MIN EDGE DISTANCE (9 "� d u ANCHOR W/7/8'EMBED 14 Cl C2 C3 C4 CS C2 C2 C3 C9 CS Cl C2 C3 C9 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, X13 1/4-20 SS MACNINE SCREW43 26.0 15.p B.S�' t4.5"160"t6,0"12.0_ 5.5" 7.5" 38.0"325" 3.D" 50" 14.0" ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR - EQUAL'TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT$PAN GREATER (3000p9 MIN CONC) 53 16.0 15.p" 6.5" 8.0' 16.0"16.0' 8,S" 4.0" 6.0" YS`5"10^0"5.0" 4.0" 7.0" NOR EQUAL TO SHUTTER SPAN. E .� 52 16.4"31.0'5.0" 7.1 16.0"2LS 6.5" 3.5" 5.4" 10.0"10.0" 5.0" 4.0" LO" 3. SEE MOUNTING SECTION DETAILS fOR 1DENT3FtCATION OF CONNECTION TYPE. e 70 16.0"19.0"14.5-16.0" 16,4"10.5" 5.5" 3,0" 4A•' @0" Y0.0"5.0" 4.D" 7.D" 3 LDO 10.015.0"W1,11A 4.0" 7,0"110.0-15.0" 4.0" 7.0" 10.0" B.0" 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o S 3•MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1t4"ALL-POINTS SOLLD-SET ANCHOR TYPE BASED ON TYPE OF E2(ISIING STRUCTURE ANDA PPROPRIATE ANCHOR W/7/B' EMBED® Cl C2 L3 C9 C5 Cl C2 C3 C4 C5 CI C2 C3 CA CS CONNECRON TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF I/4-20 55 tUtCN7NE SCREW 43 16,0' S6A"16.0"16.01,16.0"16.0"16.0"23.S"16_.W 38.6"16.0"11.0' 7.0' 11.0'16.0" CONNECTION TYPE. § (30DOpe1 MIN CONC) 53 16.0"16.01,13.Y'16.0"Sfi.p"16.0-L4.0" 8.S' 13.5'16.0"ib.o•' Bs'ss" 9.5" 12.0" S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE ,.� 62 16.0"16,0"10.5'16.0"16.0'16.6"11.0" 7.Q" TLB"16.0'ICA" B.5" 5.5" 9.5" 12.0" ONLY. •� 70 16.0' 15.0" 9.0'• 19.0"16,0"16.0" 9,0" 6.0 10.0"13.0"16.0" 8.5" 5.5" 9.5" ]2.0" 6. THE CONTRACTOR IS RISPDNSiBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 i6.d' 8.5" 5.5" 4.5" 12.0"i6.p^ 8.5" S.S" 9.5' 32.D"16.0" 8.5" 5.5" 9.9" 12.D° IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Z-5/8'MIN EDGE DISTANCE _ FINISHES. 1/4"POWERS SS DROP-IN _ LENGTHS SNAti BE A$NOTED ANp PO NOT INCLUDE SNCCO OR OTHER Wf 114-20 SS BOLT AND Cl CZ C3 C4 CS C3 C2 C3 C4 CS Cl C3 C3 C9 CS e- n I-EMBED(S000ps1 MW 43 16.0'16.0 14.0"16.0"16.0"t8.p"Y4,0' @.0" 12.5'26.0`14.4" 7.S" 5.0" 8.6" 11_5" Z WHERE IX[STING STRUCTURE IS W004 FRAMING,WOOD FRAMING CONDITIONS Ss Lsa 33 4 CONC) '�53 16.0"16.0"_9.5 19.01,16.0"16.0'" 9,5" 6.0" 10.0"16.0"11,5" 6.0' 4.0" 7.0" 0.0 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING _62 16.0"12,5" 7.5" 12.0"16.01,24.5" 7.S' S.p" 0.5' 21.5"11.5" 6.0" 4.0" 7.0" B.0" MEMSE-S NOT PLYWODR.FASTENING TO FlYWOOD IS ACCEPTABLE ONLY FOR 70 16.0"10.0' 6.5" 10.5"161"11,0" 6,0" 9.0" 7.5" 9.0" 11.5" 6.0" 4.D" 7.0" B.0" SIDE CLOSURE PIECES, e 104 12.5" 6.0" 4.4" 7.4" 8.0"12.5' 6.0" 4.0" 7.0^ 8.4" 6-n*I I 4.0" 7.4" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OR(STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN 4/2"MIN EDGE DISTANCE SHALL GE BE LOCA IS INEPT CENTER ACCEPTABLE NOMINAL WpOD FRx&TIN.)GWOOOD S H 3/q' #E q d Wt 1/4-20 SS BOLT AND C1 C2 C3 C4 T3 CS C2 C3 C4 CS Ct C2 �C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEK HEAD. LA AL1. Q 1'EMBED(3000pS1 MIN 43 16.0"16.0"15.0"16.0"16.4"16.0"14.5" 9.0" A CONC) 53 55.0"16.0"10.5'15.0"U s. 14.0"10.0" 6.S' 10.5 36.D 12.4" 6.0" 4.0" 7.5" 8.5' 9. gAACHINE SCREWS SHALL HOVE MINIMUM OF 1 2-ENGAGEMENT OF THREADS IN 9 e p 62�16.0^130'' 8A"tZ.S"L6,0 15.0" B•0"S.0" 9.0" 12.01,12.4" 6.0" 4.0' 7.5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER • HEAD(SIDEWALK BOLT),U.O.N. C 70„16.0"10.5",7_0" 11.0"16x0"12.5" 6.5" 4.5" @.0" 9.5" 12.0" 6.0" 4.0' ].5" 8.5" 160 12.01-6,0" 4,4"' 7.5' e.S" 22.0" 6,0' 4.0" 7,5" 8.5" 12,0" 6.0" 4.4' 7.5" 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2•MIN EDGE DISTANCE +' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, tt25t4$Wj 2'EYEWAtL C3 CS C3 C4 cS CS C2 C3 C4 C5 CS C2 C3 Ci4 CS NUT OR WASHER WINGNUT. SaP6U1fIl{3MLBMWSflePE ARMOR INSERT Wj 2'EMBED 43 16.0"16.0"11.5'14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"14.0" 9.0" 4.5" 6.5" 13.5' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000p9 MIN CONC) �53 16.4"16.0' $.5" 71.0"16.pv 16.0'11.5'S.5' 8 U" 26.0"14.0" 7A" 3.5' 5.5"10.0"' 15-2339 ^� 62 16,0"15.0" 7.0" 9.5" 16.0"16.4" 9.4" 4.5" 6.5"14,01'14.0"17.1)" 3.5" 5.5" 10.0" SL WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO OCAJUb _ 70 26.4"12.0" 6A" 8.0" 16.0•'14S' 7.5" 4.0" 6.4" 14.5"14;0" 7.0" 3.5' 5.5' 10,0., DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL Pg6 DssuTinwl CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5"' S,5' LOA"1i,q" T.0" 3.5" $.S' 70.0"14.0"7.0" 3.5" 5.54 10.0" sl2 SMS W/2.75'EY6'WAlL 43_16yD"16.0 1650"]0,0"16.0"16,0"16.0"1D.0"14,0"16.0"16,0"17.5" o-- 9.S' 16.0" ARMOR INSERT W1 2X 53 I6_4"l6.0 !2_0"18.6"16.0"AP ISA" 7,S" 11.0"36A 36.0" 9,D" 5.0" 0.0" 13.0" 9� _ __._ EMBEb(2000p9 MIN C)NC) 42 18.d 16.0 9.5 13.5"16.0"16.4"11.5' 6.5" 9.5" 16.0"I6.D" So' SA" G.0'" 13.0" 70 26A"L6,6" B.4" 11.5"16.0 16.0" 4.5" S.5" 8.5 14.0 16.0 9.0 S.D_` 8.0" 13.0' 100 16.0" 9.0" 5.0" @." 13,p"16.0" 9.0" 5.0' 0.0" ]3.0"16.0" 9.0" 5.0" B.0" 13.0" on • • NZA MIS MMM n =;` , �..... MEMO IN 10311111 1 UAL WN EM®agog 3iiE31®�/G//ice® ® � � MEM ����MMME//��� 1 MME®� j ���IGG,� �® MUM 'MEM MW NoMm". MEW i - %///mEM M"U/G/�////i/��� - ® ///G//% ®%/////%////f�///�/�i.�%%////%//G//r%G////i�� � • //ice %//G a,/o ii/ii,;a�i,i/mai/yiiiiiMUM Dili i' ii % iG/moi �i/�/iii �/ . // a rii�//i/, „ � �/ ��ii � �� /rim ����i/iii - ®// / ice � �� MON.® ' ��// .� /�/.�/.%/�� %///G/i�,' /O •' �%'//G/ �'////%/%///, '/�///moi/�/% MOM ---- a2/%%G�111�� ��/� �ma©o®mr�momm©ommt�■m©mmmo©mmmmom OUM2Gil MEd /� ■mm�m®m©mom�oQm©m©©m©m©o�m�m© oeoe�o •. MEMO/,�iGi��ii��i/alp � y/�/i� � ' ��ii�MI = /ai,/ / �aj.j%�/lam ;� , �//ii.. � qac, aa�iaaiiGi�iGi�/.iGGM,✓ii yai�IAII Gi is yiai/���u a iii ��Gi yG m©mmmm© ' ©m - mmmmmm000©mm�a iaa///GaaiiG�ii iai EMuEM�tEMWEM i���aai:iaiGaaiG.� /%/Y%G %//Gi%//%f%///, %////G////,if'/Gi,�i%// ®�®' FES ////%/��// ® IMMOM/ %G�////%///%%G�% /%/G %/�%///'////G��y///�6�3ii[�i%////// ,%%/G�m '.• 10 f ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 8PE00 TRANK LBENN/ADO,P.E. ``1a11111N111 .. ___ 2"MIN EDGE DISTANCE *,-LP Span;Up To 6'-0" Spens UD T°B•3" Spans UO To 12•-0'• LOAD CONN TYPE CONNTYPECONN TYPEsANCHOR ( CI C2 C3 C4 CSCS C2 tl C4 CS CL C2 C3 C4 CS AIOPE004654022 SMS W/2"EYEWALL 43 16.0"16.0•' 7.5" 9.0" 16.0"15.5" 8.5" 4.5' 65" 15.5. 8.5•' 4 30 ARMOR INSERT W/1-1/4' 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0 7.0" 3.S' 3.5" 5.0" EMBED 62 14.0"7.5"4.0" 6.0" 14.5" 9.0" 4.S' 4.0" 7.0' 7.0" 3.5" 3.S' S.0° o m 70 11.5" 6.0" 3.5" 5.5" 12b" 7.5•' 3.5" 3.5"S.Sr 7.0" 35" 3.5'r- 5.0° O�ia•'•, STATE OF U jU z 100 7.0" 3.5" -3.-5" 50'• 7.0" 3.5" 3.5" 5.0' 7.0" 35' 3.5'• S.0" O<DgIDR W'N LL ANCHOR SCHEDULE: WOOD (G=0.55) ';,,11NAL 6 I W �r 111111111, �>U$ 3/4-MIN EDGE DISTANCE KIP Spans Up To 6'-0" Spans U°To B•-3" Spans Up To 12'-0" g<01 r� LOAD CONN TYPE CONN TYPE CONN TYPE N{ i �� ANCHOR (Pso Cl C2 tl C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 9 RRRq 1/4•LAG SCREW WITH 1-3/4 43 16.0"116.0-111.5-112.5"16.0"16.0"LEA" 7.5" 9.0" 16.0"16.0"14.5' 4.5' 6.0" 16.0" W alp MIN THREAD PENETRATLON 53 16.0"16.D" 8.5" 10.0"16.0.,16.0"18.0" 6.0" 7.0" 160"16.0"1L5" 4.0• 5.0" 16.0" 1311 �x -g-2-16.2:L6.0" 7.0" 8.5 16_0"16.0"14.5" 50" 6A" 16.0'•16.0"11.5" 4.0" 5.0" 16.0 O wD Gi ( 1GITAHg- 70 16.0"16.0" 60" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"ILS' 4.0" 5.0" 16.0" N O __ 100 16.0"11.5" 4,0" 5.0" LG.0"16.0"11.5" 4.0" 5.0•' 16.0'•16.0"ILS' 4.0' 5.0" 16.0" uGi 7/16•WOOD BUSHING WITH�4s16.0"16_0" B.0" 10.0" " 5" 85" 4.5' 7.0" 1S. B.5" 4.5' 4.5' 7.0"LAW MIN EMBED 0.1/4.20 16.0"1U.S" 5.5' 8.0" 16.0"11 0" 6.0" 3.5" 9.5" 11.0" 7.0" 3.5' 4.0" 5.0"Lo SS MACHINE SCREW 14.0" 8.0" 4.5" 6.5' 1b.5" 9.D" 4.S' 3.0" 4.5' 7.0' 7.0" 3.5" 4.0" 5.".32.07.0"O ff'�°1�1°° 7.0" 3.5" 4.0" 5.0" 7,0" 3.5" 4.0" 5.0' 7.0" 3.5" 4,0" 5.0" 3 !14 SMS OR!14 WOOD 43 16.0"16.0'•12.5'14.5'L6.0"16_0"16.0 B.0" 10.0"16.0"16.0"11.5' 5_0" 7.0" 16.0" °1 Y 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" I6�0"16.0" 9.5" 4.0_' S.5" 13_0" w�$ THREAD PENETRATION 62 16.0"16.0" 7�5" 9.5' 16:0"16.0"11_;5" 5.0" 7.0" 36.0"16.0" B.5'• 4.0" 5.5' 13.0" Qpp�. 70 160'•16.0"•6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 95" 4.0" 5.5" 13.0" y D' o 100 16.0" 9.5"14.01115.91113.0"116.0" 9.5" 4.0" S.5' 13.0"16.0" 9.5" 4.0" 5.5" 13.0" o v "I ANCHOR SCHEDULE: WOOD (G=0.42) •}}gg�� 1 3/4"MLN EDGE DISTANCE r LOAD S°ans Up To 6'-0" Spans Up To B'-3" S5EmUP To 1Y-D" C ANCHOR (Psi) CONNTYPE CONNTYPE CONN TYPE E m cl C2 I C3 I C4 I CS Cl I C2 C3 1 C4 1 CS Cl C2 I C7 C4 I CS O g 1/4"LAG SCREW WITH 1-3/4 43 16.0"116.0"19.01- 10.0"16.0"16.0-116.011 5.5" 7.0'• 16.0"16.0" 9.5" 3.5" 4.5" 15.0" a MIN THREAD PENETRATION 53 16.V'116.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5' 5.511 16.0"119.0" 7.5"130. 4.0" 11.0" f4 49 N 62 16.0 16.0" 5.5" 65•' 16.0"16_0" 9.S" 3.5" 5.0" 15.0"15.0" 7.5111310" 4.0" 110" al 16_0"13.5" 4.5" 6_0" 16.0"16_0" 0.0" 3.0" 4A" ILS'15.0" 7.5" k d 100 7.5" TO., 4.0" 11.0"15.0"Y4.0 " " .0"11.0i7 15.0" 7.S' s - - 0 -- - - h o Rl4 5MS oR#14 WOOD 43 16.0"16,0" 8.5" 10.5"16.0"16.0° .0" 16.0"13.0" S.0" SCREW WITH 1-3/4•MIN 53 1fi.0"16.0" 6.5' 8.0" 16.0"16.0". .5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" o THREAD PENETMTION 62 16.0"11.5'• 50" 7.0" 16.0"13.0" 5.0" 10.5"10.5" 5.5 2."70 16_0" 9.5" 4_5" 6.0" 16_0"11.0" 4.0" 8.0" 1D.5" 5.S' 2.5"100 105" 5.5' 2.5" 4.0" 7.S' 10.5' 4.0" 5.5' 2.5° ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE g LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spens UO To 12'•0" BE d _ ANCHOR (PSD CCONN TYPE CONN TYPE CONN TYPE LT E 1 C2 I C3 I C4 I CS I Cl ; C2 I C3 I C4 I CS CL C2 I C3 I C4 CS °.t 5/16'TTW TAPCON)(L W/ 43 16.0"116.0"16.0"16.0"16,0"16,0'16.0 15.0"16.0"16.0"16.0"15019.0" 14.0"16.0" F7 2-1/4'MIN.EMBED 53 16.0"16.0"16.0"16.0"16_0"16_0"A-D"11.0"16.0"16_0"16_0"12.0" 7.5' L2_0"16.0" pp '� ®�� 62 76.0"16.0"L1.0"16.0"0.0"1fit0"]5.0" 9.0" 14.0"16_0"L6.0"12.0" 7.5" 12.0"16.0" 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5' 8.0" 12.5'16.0"16.0"712.0" V 12.0•'16.0" 100 16.0"12.0" 7.5" 12.0"16.0"16.0•]2_0" 7.5" 1ZD"16.0"16_0"12.0" 7.5" 12,0"16.0" S 5/16•ELCO ULTRACON W/ 43 16.0"16.0"110.5"14.0"16.0 16.D•SO.S' 6.5 9.5" 16.0"A01 .5" 6.5" I.W. @@@ d f 2.1/4•H1N.EMBED 53 16.0"13.5' 7.5" 11.0"16,0"IA.O' 7.5" 7.S' 13.5 6S'• OWIMRNINBLNi1W00YL m 62 16.0"Lo.O" 6.0" 9.0".160 .0"'16.0"1],0• 59' 6.5" 9.0" 6_S" 15-2339 70 35.0" 8.0" 5.078.0" 15.57.0" 6.S' 100 9.1Y' S.S' 6.5" 9.0" �/5.5 6.5" ' S' P.5" LAOR OEmmipng"I 4A, _ 2"MIN EDGE DISTANCE _ ___ _ C1 C2 [3 C4 LS__CL C2 tl -CA_ CS C1_ C2 _C3 CS 0 LZ SMS W/2"EYEWALL 63 f6.0 16.0" 9S" 3L5"16.0"16.0"14.0"•6.0" B.0" 16.0"14.5" 7.5" 3.5" S.5" 11.5" ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0--116.0- 9.5' 4.5" 6.5" 16.0"11.5" 6.0"13.0-14.5-1 B.5' 16.0"13.0" 5.5" 7.5" 16,0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 70 16.0"10.5" 6�5' 16.0"12.5° 6.5'_3.0 4.5 9.D" 115 6.0 3.0 4.5 BS" 9 FOR ANCHOR NOTE 300 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 7.0" 4.5" 8.5"