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HomeMy WebLinkAboutProduct Approval Treasure CQ23t HOffi4 lmprovemmts4 Xne. 873 SW CaMomia BWd RECEIVED Port St Lucid :34 3 e 772=263-9297 Fax 772-673-3783 FEB 2 9 2016 ' eec��Qf'+ €'lTgi � 1 .C3t2 PERNUTTING st. Lucie County,FL �t cuff@gem=ca s Zoe m r� � � iscow. Storm Protection Design.Load Sheet Date: 34iaeovraers'tiame: ! f-JOd 4 ZI y phone T. "1'la-4'1!-7 S16 Str=t_Add L4Ml. MAttsa -r'kr PsL1349s � Le�e?:D cripuoa•�}e►r�-Mc,n l-�a-tnkts dl lC l l cit 1 PeimtM tuber i li'OL �. MMRPe=<ZT,t �� 1 mad E Q'1 .. A.31cn haa., 3aciAg s � 1 i [ cw—Lip; Load 1'7 Y. 25 ctb. I t r2 .oQg _ - i 3 � i —38. 6 a ray (b`.'do s►+'t'" 8 ®��a 30 PA Tl� I t 1 °& f 120 0 BAS YT=2015 151c 1 1-3 B-ZA C'85 gas 12 1.2 0,1410 OPAH .t.72.1 .12 i FQ n�- 2.i. GAS Wi '� r� �, _ ;_ t "iSr�'�+a3mtr• BCIS Home= Log User Registration Hot Topics• Submit Surcharge Stats Facts Publications -FBC Staff - BCIS Site Map Links Search .. - .. _ - .. ..._ Busine Professiol la � =US@R PubliiccPProvai- User rroduct ADDroyai Nenu>Product or Aeofication Search>ADalication List>Application Detail _ n FL# FL12856-R5- R E Crb � Application Type Revision Code-Version 2014 FEB 2 9. 20% Application Status Approved PERMlTTlNG St. Luc a`County, FL Comments Archived - x. 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@engexp.com Technical Representative Thomas B. Johnston - Address/Phone/Email 400 west McNab Rd. R. Lauderdale, FL 33309 (954) 970-9999 - tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels - 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 :Frank I.,8ennardo the Evaluation Report — -. Florida License PE-0046549 -- _ Quality--Assurance:Entity - National Accreditation and Management Institute -Quality Assurance Contract Expiration Date 12/31/2016 Validated e - OR y fhIDO L. BLANCO .P.E.- Validation Checklist.- Hardcopy Received Certificate of Independence FL12856 R5 COI Indep 2.3df . - FL12856 R5 COI Indep 3.pdf. FL12856 R5 COI Indep 4:pdf FL12856 R5 COI Indep.pdf Refe'renced.Standard and-Year(of Standard) Standard YY®ar. ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002. TAS 201 1994 TAS 202.. _ - .1994 -TAS 203 1994 Equivalence of Product Standards ' Certified By Florida Licensed'Professional Engineer or Architect FL12856 R5 Equiv Equiv 2.odf FL12856 R5'Eauiv Equiv 3.odf - - FL12856 R5'Eauiv Equiv 4.odf.... FL12856 R5 Fauiv Eguiv.odf Sections from the Code C C Product Approval Method Method 1 Option DM. , Date Submitted 04/28/2015-- Date Validated 04/29/2015 _ Date Pending FBC Approval 05/04/20151_�; Date Approved 66/22/2015_ Summary of Products FL#' � Description. Model, , i 0:050"Aluminum Storm-Panel with Optional-"Clear Panels 12856.1 j 0.050"Aluminum Storm Panel !Limits-of Use dit'stallation Instructions a .._ i-Approved for use in HVHZ: No I-FE12856 R5 II Dwa.odf _. Approved.for use outside HVHZ:Yes _tTrifled.By:Frank L.Bennardo, P.E.PE0046549 - .Impact Resistant:Yes .. Created by Independent Third Party: Yes. I Design,Pressure: N/A i ualuation.Reports - I �.Other:-Shutter meets requirements for"Wind Zone 4' and FL12856 R5 AE Eval.pdf i Missile Level "D" as defined in ASTM E1996. See installation. Created by Independent Third Party: Yes instructions for specific Design Pressure Ratings by size, I :, additional use limitations and installation instructions. - 12856.2- -- "Safety Edge".Storm Panels ,"Safety Edge"-Storm Panels,.28ga (0.018"")-Steel, 0.022T ' I Alum (Perf-and Non-Perf),•Clear Polycarb (Full and Half) -• _ = Limits:of Use I-istallation Instructions, - j Approved for use in HVHZ: No FLi2856 RS II Dwa 2.odf. Approved for use.outside HVHZ:Yes Verified By: Frank L. Bennardo,-P.E. PE0046549 _Impact Resistant:Yes Created by Independent Third Party:,Yes Design Pressure: +54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ. ' PL12856 R5,AE Eval.2:odf - .. _- See Evaluation Report and engineering drawing for additional ' .Cceated..by.Independent Third-Party:.Yes _ - .. . limitations and conditions of use. 12856.3. .. .1 24ga Steel Storm Panel 249a (0.0232")Steel Storm Panel with Optional Clear Panels i.Limits oY Use �anstaiiaiiori Instructions Approved for use in HVHZ: No : Ft12856 R5 II Dwcr-3.pdf Approved for use outside_ HVHZ:Yes j Verified By:-Frank L. Bennardo, P.-E. PE0046549 I Impact Resistant,.Yes- - .,:. " - p --" �teated'by IndependentThird Party-...Yes• - ' �,. Design Pressure: +100/-.100 Evaluation Reports Other:This product is not valid for use within the HVHZ or .FL12856 R5 AE'Evai 3,odf - i Wind Zone 4. See Evaluation Report and engineering drawing Created by Independent Third Party.: Yes for-additional limitations-and conditions of use. 77 12856.4 !.Aluminum Hinged Storm Panel 050" Aluminum-Non-Porous Hinged Storm-Panel Limits of Use - Thstallation Instrdctia�s: Approved for use in HVHZ:Yes FL••12856 R5 II Dwa 4t pdf Approved for use outside HVHZ:Yes. ':..Verified.By:-Frank L.:Bennardo; P.E. PE0046549 Impact.Resistant:Yes i"Created by Independent.Third Party: Yes Design Pressure: N/A Evaluation Reports. !,.Other: Shutter.meets requirements for"Wind Zone 4" and FL12856 R5 AE Eval 4.pdf f Missile Level "D" as defined in ASTM E1496. See installation (`Created by Independent Third Party: Yes !° instructions for specific Design-Pressure.Ratings by_size, - - additional use limitations and installation instruawns: Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone;850-487-1824 - The.State of.Florida i5.an AA/EEO employer..Coovright 2007-2013 state of Florida. ::-Privacy Statement:i Accessitillity Statement:: Refund Statement.' - BUfb3MJ//AR'O,P.E. �� 0'"I• ALIJMINl1M 'STORM PANEL FOR USE,OUTSIDE.THE HVHZ 1/2" UNLIMITED WIDTH - { ... 1$ p� ( - (PERP.TO PANEL SPAN) - - �•,�: u �. 12 MAX.ON CENTER PANEL i. TABLET TABLET y 'T Wx nATTACHMENTTO MOUNTING A LESpANSCHEOULE(4NTH MINIMUMGLALINGSEPARATIONWITND/8 IRECT MOUNT.' � LLOA UMINUM PANELS ONLY) -ALUMINUM PANELS ONLY(ESSENTIALr/16 ALLOWABLE DESIGN pHARDWARE OR D] PANEL FACT TIESANLY)SPAN .PRE63URE. 1 ('U .� S PANEL INSTALLATIONS INSTALLATIONS ul _PIAN 144" +33.0 PSF -35.0 PSF SPA $30'ABOVE >30,ABOVE QLL:Z$ 13V +35.9 PSF -38.1 PSF GRADE: GRADE'. 111 „� KEYHOLE PUNCH DETAIL 132" +38.3 PSF -41.7 PSF 144 - 8.4" ALTERNATIVE HOLE DIA.OF - 126 _2 43.1 PSF -46.7PSF' 138"` 6.4" :' 3.8" 5/8"IS ACCEPTABLE, 120" +47-5 PSF .-50.4 PSF 132' 6.4" ' 3.7" 114" _+527 PSF - •55.6 PSF' J zz 128" 6 4" 3.5" 0 w d I ¢H. 108". +58.7 PSF -62.2 PSF 120" - 64 3.4 N0 102 _+65.8P6F -69.8 PSF a �m fl6". _+74.3PSF -76.OPSF 114 BA" 108 ._ .6.4" 3.1" 90" +80.0 PSF -80.0 PSF 98 3.6" 2.8" �c e4" _+85.7 PSF :-B5.7 PSF BU' 3.6" 2.8". -+ 78" +92.3 PSF --92.3 PSF- vi S 84" 3.Y 2.4' _ 72. +100.0 PSF =100.0 PSF� 7B" 3.6'• 22- 1. +109.1 PSF -109.1 PSF 72" - 3.8" -2.0" 1 60" +120.0 PSF .120.0 PSF 88'• TABLE 1 NOTES of LINEAR INTERPOLATION TABLE NOTES: - Ha BETWEEN SHUTTER SPANS IS . . SEPARATION FROM GLAZING 15 REQUIRED H rnY NOT PERMITTED FOR SPANS ONLY IN ESSENTIAL FACNTIES. �'�$C P� . 3 BETWEEN THOSE INDICATED TERLINEARSP fN IS OLATION BETWEEN ABOVE,THE DESIGN PRESSURES SHATTER SPANS IS NOT PERMITTED.FOR P - FOR THE NEXT HIGHER SPAN SPANS.BETWEEN THOSE INDICATED ABOVE, SHALL BE USED. NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF THE SEPARATION FROM GLASS FORTHE NEM C E r OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS' DESIGN PRESSURES NOTED HIGHER SPAN SHALL BE USED. �--�-. 6 BI Q NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWEIS. IN TABLE I APPLY TO ALL - SEPARATION FROM GLAZING NOT J 33 MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS g TYPICAL ELEVATION WITH HURRICANE PROTECTION CONDITIONS-AND SHALL NOT BE INDEPENDENTLY ADOPTED BY LOCAL g P �• ALUMINUM PANELS ONLY EXCEEDED. JURISDICTION N.T.S, EXTERIOR ELEV `maiu9 GENERAL NOTES rwv� 8 L THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBCL_THE INTERNATIONAL BUILDING CODE(IBC11 AND THE INTERNATIONAL RESIDENTIAL CODE(IRC)FOR USE OUTSIDE THE HIGH VELOCITY HUNNICANE uQi ZONE.SEE PRODUCT EVALUATION RE ORT FOR ADDITIONALINFORMATION. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM:-WIND LOAD DURATION FACTOR Cd=1:6 MAX PANEL SPAN LL HAS BEEN USELS FOR WOOD ANCHOR DESIGN. - L 3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE oWITH THIS SYSTEM.SHALL BE DETERMINED PER SEPARATE PER TABLE 1 0 1 5 ENGINEERING HAPTER 16091OF THE FLORIDA BUILDING GOVERNING CODE. EDITION(2014 SHALL BE LESS.TIHAN OR EQUAL TO THE POSIT VE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SOWN. - �+ ' 4. DESIGN PRESSU pIES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAF FACTOR. Q 5A E S. •THIS SYSTEMEJiAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH ASTM E1996-09.IT IS ACC pT'ABLE BY CODE,UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORN HAVING JURISDICTION• 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS ..• gY DIFFERENT FROM THE CONDITIONS DETAILED HEREIN'A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS D6CUMENT. 7. THESE INSTALLATION INSTRUCTIONS ARE.PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH 1'S THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE'OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER S � 61215-23 OF THE FLORIDA ADMINISTRATIVE CODE _ 9 PERMIT HOLDER SHALLVERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSEl7 LOADS.BRICK VENEER PER _ ,• z r p ASTM C6.%WY OTHERS]SHALL BE ANCHORED PROPERLY TO TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE, ' g 9. ALUMINUM STONM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY TESTED THICKNESS 0.0495". I 10. ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY.TRANSPARENT PROTECTION SYSTEMS,Inc. Q �� 11. ALL PO YCARB PANELS SHALL BE EXTRUDED WITH THICKNESS c=0.100"(*0.010" AND SHALL BE MANUFACTURED FROM 100%SYNTHETIC F- g THERMOPLASTTIC POLYMER RESIN(W STABILIZED).TYPICALTENSILE STRENGTH Fy=8.9 8 KSI,FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUSIS32 .7 KSI -' z°• COIMNOMLANOfLBEBHAtWP.E 12. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED'OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH, _ 5 j ADM2010: 13.'TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS bICTATE. PANELS MAY 85 MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE - CAL9 g14.PANELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE pnae o6scBlprsoNl THE EXTERIOR AND CONTAIN AT LEAST THE FOLLOWING: TOWN&COUNTRY INDUSTRIES - FT.LAUDERDALE FL ' ASTM E330 ELB66 &E1996 MISSILE LEVEL D FLORIDA PAODUCY APPROVAL NUMBER �® 15. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL GALVANIZED STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH'A " MINIMUM TENSILE YIELD STRENGTH OF 33 KSI,UNLESS OTHERWISE NOTED HEREIN. z OPTIONAL HORIZONTAL MOUNT 16. CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.. ! c 17.SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER,WATER SEEPAGE IS POSSIBLE. 1 N.T.S. 'EXTERIOR ELEV 12-00-(COVERAGE) 6.007(COVERAGE) - 2.50-1 '.'-'2.02'-fi 0.100" •'`•,. TYP o.oa9s" 1.00° i fob Xle 0 0.0495" 1. Fv 00• 00 r �• X.00" y0 `'� 1.00' i- 45.00" 2.07°�- '• .. 12"PANEL COVERAGE ��11't Ultz 1.01" 1.07" 8,j32"HALF PANEL----- yam•'�it`• fB 14.375"(TOTAL WIDTH) 15 1/4"MAX TOTAL PANEL WIDTH 1a ALUMINUM HALF STORM PANEL. n1 ALUMINUM,STORM PANEL NOTE:HALF STORM PANEL SMALL ONLY BE USED AS AN 1Y) POLYCARBONATE STORMY PANEL END PANEL TO CLOSE THE REMAINING OPENING TNAT ?U W d ". MAY BE LESS THAN FULL PANEL WIDTH '• pfl Q um lug 0,062" MAX:5.238" 1f4-20}S3/4 KNURLED STUDS W/' LRE %3/4 KNURLED' 1/4-2aX3/4 KNURLED 'I' •WINGNUTS SPACED AT 12'O.t.' W/WtNGNtAS STUDS W/VOINGNU7S� QIFu 2.250" 0.125" oa. ..'�'^ • (DIRECTION MAY BE REVERSED) D AT 12"O.C. SPACED AT 12°O.C. Yi[1" J 0.120" 40.095, n. 0.094"'� 0.095" � n O,a9d" � 0.091" ED)'MAYOE '• 0.091 (DIRECTION MAYBE,� O.O�S4" LL/} SED)' REVERSED) W 0.094" i,. . 0.094" 0.101" E �[) ,,,JL1 z_ -A ' 'u ;.' n_N U� 0.225"°� � w ]j � 99" 1-000° .i .091"0.062„ �2"�3°.a"OR5"--•-! *' 0.091" "v 0 0.062"-1-^2.06" 0.375"� 0.062"-�---2.Ob"- 2.06"^- I,OOp" .MINIMUM I 1.00 `MINIMUM 2°LEG `1 .632"LEG „H"HEADER �3 '"U"HEADER 3a BUILDOUT°tY„HEADER STUD ANGLE• 4a STUD ANGLE 46 STUD ANGLE d SEE COMPONENT NOTES F- S SEE COMPONENT NOTES SEE COMPANENE:NO7ES 1" 2" }}__jj..0.378" , 0.465° B ON ya m OR 3" j,,� 0:190"-� 0.313" �r zm.c Cl r 0.188" �� 0.315" 0.125 i .090"� 0.315" 8 5n c 41 TYP. 8 in -I- I'I'I�++kkk``IIIJJJ •') TrP. 1/4-20 SQ/HEX 4° 0 r` « .r- w 0 f HEAD BOLT STUDS w N 0.d6S ` -( t 0,125"�' 0.125" - .E " ,000" W/WINGNUTS -(-- n a'-20 SQ./HEX 1/4-20 SQ/HEX SPACED AT 12"OC s EliD 80LTSTUDS ,NHEAD BOL7STUDS 11II W/WINGNUTS 0.090"i Wf WINGNUTS 43 '* -7T-0.086" "I� MAY BE2", SPACED AT 12"OC {TYP) SPACED AT 12"OC D) _ 1--1,2, BUYLD-OUT"F"TYYACK Q""F"T++RACK Sa "F"ANGLE°7RACK Q E "'3",4"OR 5' TUB St�ANGLE COMPONENT NOTES .. ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL. THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL BE INSTALLED WITHIN THE FIRST 3"AND LAST 3,RESPECTIVELY. . ail.l - INSTALL ALL ANCHORS PER THE PER LISTED IN THE - 8 ANCHOR SCHEDULE. °�pg 0.069"kto. 0.125" RPM ."�ri 0.44" f---0.873° ,`f(0.05" fU 8�uMAca2S" _ ALLOY 0.30" q 12 1l4-20 316 S5 MACHINE, 14 1 4-20 WASHER WINGNUT 10 KEYHOLE WASHER 11 1/4-2•_ 0 SQ./•HEX 13 #14x3/4 316 5S 1/4-20 �� NON-REGESSED FLAT 20 GA.GALV,STEEL(1-.030') BOY-Y'}�/rYYYl' SIDEWALK BOLT k SURFACE TYPE ONLY _ GRADE 40 OR 0.050'ALUM HEAD BOLT SDS/SMS SCREW TRUSS HEAD BOLT WP+w01TfFPNMLDOdAP00PE ALLOY(3004-N34> INOIR CT MOUNT APPUUSE OF OLE WASHER 15-2336 . SCALE. PAGE DESCRLPRTON. - P ryX gENNNIDO,P.E: . CONNECTION TYPE C2 r , pLW�S5�94 EXISTING. CONNECTION TYPE C2 °p ANCHOR PER AN HOST" ANCHOR PER ANCHOR lip, CH EXISTING %• SCHEDULE STRUCTURE '` SCHEDULE I2 �� 1•• �. HOST ?I 0.327" CONNECTION TYPE C2 @12"O.C. STRUCTURE MAX. O. ANCHOR PER ANCHOR �- 0.437" 6 13, _- SCHEDULE EXISTING MAX. f O j EMBED. �• �-MjA-X EMBED. 0.437" STRUCTU E �� Ya"HOST MAX *'• . D I MAX MBED:p; ... i.O• N �' Fu EnFl NOW'�" O ZNomw '' z °°p4 �5 InVIA ALT,LEG DIRECTION ti W 3 GLASS ON S lb CONNECTION TYPE C3 SEPARATI3 m GLASS SEPARATION ?i NOT REQUIRED PER NOT RE RED PER ANCHOR PER ANCHOR GLASS SEPARATION 0 ASTM E1996.09 SCHEDULE NOT REQUIRED PER ASTM E1996.09 - ID w.. e '' ASTM E3996.09 ID 0"H"MOUNT SECTION ©BUILD-OUT"U"MOUNT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION 2 GLASS SEPARATION GLASS SEPARATION ~ NOTREQU{FIED PER " ALT.LEG DIRECTION ASTM E1996.0 CONNECTION TYPE C3 NOT REQUIRED PER GLASS SEPARATION,.. �. NOT REQUIRED PER ANCHOR PER ANCHOR ASTM E1996.09 % ASTM E1996-09 z SCHEDULE :yaH., Na EXISTING e,'. i-:r. j i a o 6 HOST :i, •a.:;•-: - •{.i.irir• y, m �a l o r 1 " 1/4.20X3/4 w �i w rn T ^ON KNURLEDSTRUCTUA(: :• 0.437,•STUDS SPACED :pew o p MAX i 12"D.C.MAX �� 7O 11 °' EXISTING o < $ BED. , O HOST �D• S$ a I STRUCTURE q a° 0.437" —1.. EM D. MAX �'� ` CONNECTION TYPE Cl h .- EXISTING qo qb 1 la Ib +• OR PER ANCHOR SCHEDULE. a ' CONNECTION TYPE Cl HOST CdNNi t$ON TYPE C3 FASTEN 0 6"O.C.OR'12"O.C.,BUT DO � � STRUCTURE CONNECTION TYPE Cl AN APER ANCHOR NOT EXCEED ANCHOR SCHEDULE ,., ANCHOR PER ANCHOR Ste•, u SCHEDULE ANCHOR PER ANCHOR SCHEDULE SPACING.KEYHOLE WASHER REQUIRED w o SCHEDULE � � � IF ANCHORED WITH TRUSS HEAD BOLT. (D)STUD ANGLE WALL MOUNT SECTION (E)BUILD-OUT-F"TRACK SECTION ®DIRECT MOUNT SECTION CONNECTION TYPE C2 EDGE ,r ^ n CONNECTION TYPE C4 EXISTING ANCHOR PER ANCHOR EXISTING DIST, 1 GLASS SEPARATION ^$ HOST SCHEDULE HOST ti� ANCHOR PER ANCHOR NOT REQUIRED PER 0.62" STRUCTURE w SCHEDULE .ASTM E1996-09 . to z z 'I STRUCTURE � * s: w 1h N a£ gggg {I.�. EMBED: 11 � :.Si•.:?v;•, EP-. E JI � � f o gg s MAX z LEG DIRECTION MAY :Y z a BE REVERSED K �yy g o � apgyR:9a CONNECTION TYPE C4 EDGE WPYWGMFRVIXLE&UWiWP.E GLA5515EPARATION 1b •�• ANCHOR PER ANCHOR - DIST. 15-2336 t Io Ib NOT REQUIRED PER SCHEDULE, r SCALE- - 'ALT.LEG f)1FlECTION ASTM 01996.09 - '+ •s CONNECTION TYPE C2 GLASS SEPARATION - PAOE OESCPIPTioN: ANCHOR PER ANCHOR NOT REQUIRED PER EXISTING SCHEDULE ASTM E1996.09 HOST STRUCTURE r . Ir'TRACK MOUNT-SECTION OTRAP"U"HEADER SECTION OI .TRAP STUD ANGLE SECTION s �/ ITEMIN BETWEEN TRU55E$ ALLOY ANGLE WITH(3)1/4 O WOO Pl''8'x CONT.6063-T6 ALUM. F�22' �e 9l��i 0.P.E COINCIDENT WITH ANCHOR LAG SCREWS WITH 2"MIN,EMBE�j. ���/� ROW CENTERLINE INTO WOOD @ EACH RAFTER 0 • "� i' EXISTING WOO TRUSS,24"D.C.MAX.WITH 1 4� /1;,•. t GLASS SEPARATION - MIN.:END DIST.AND 3/4"MI DGH'• °° ,` ' TRUSS OR RAFTER 1.5" ' 1.5" DIST.WHERE ANGLE EXTENDMORE GLASS SEPARATION CONNECTION TYPE C3 NOT REQUIRED PER @ 24"D.C.MAX THAN 6-BEYOND LAST TRUSS,EXTEND NOT REQUIRED PER ANCHOR PER ANCHOR ASTM E1996-09 (G=0.92 MIN). ANGLE TO NEXT TRUSS.. ASTM E3996-09 SCHEDULE - ,pn ERrEin �. 3 w •{ qa m EXISTING WOOD CONNECTION TYPE C4 O 11 ¢ w OR STUCCO FINISH ��i�s S f ` sL ANCHOR PER ANCHOR °•V) 0u /- 1 ¢ MATERIAL ''/7�1j baXc 8 SCHEDULE-\ Ya" F 0' -4"MAX PANEL SPAN rrnp 10 a 1` I" Q Vl W lb Q g O E 9O 19 o; Q. O/ MAX . MAX DESIGN PRESSURES: 47 W Z u .Ya ti:N �.:.itr d'• 1 u' •, oy 11 TO G=0.42 WOOD;+/•63 PSF z w Zm w GS@t TO G=0.55 WOOD:+/-70 PSF W .Ni w '} EXISTING E ED, ' O .. �.. }s m 1a HOST L 1 lb STRUCTURE ' OS —I"•-1 - / 1 .. .. ci��3 EDGE 10 vi� •EXISTING D ST ? C' 12 @ 6"O.C.MAX !b ' HOST G1A55 SEPARATION a STRUCTURE ^ ALT.LEG DIRECTION: NOT REQUIRED PER . CONNECTION TYPE C6 ASTM E1996-09 • ANCHOR PER ANCHOR SCHEDULE O"F"ANGLE TRACK MOUNT SECTION OK REVERSE"F"ANGLE TRACK MOUNT SECTION OL CEILING MOUNT/BUILD-OUT SECTION w Wed �. b O m s o3�ocm z= mom+ • ': a Q5 AIR GAP BRICK VENEER �0�QQ1 PER AISTM C62 c1 LEG DIRECTION GLASS SEPARATLON 1 NO GLASS SEPF:>>.T)U.,• .�. MAY BE REVERSEDd NOT REQUIRED PER "' : •' Ia.?CONNECTION TYPE C2 SCHEDULE lb I 1 T REQEU:R�.v PER Y Id ASTM E1996-09 ANCHOR PER ANCHOR ASTM 1996-09 !t.y... ••-'•';' w ¢ 0.437" �B'MAX BEN MAX a EXISTING WOOD ik• ?aa' u9 0 •�. 30 w. O a 4 Sl STUDS SPACED @24"O.C.MAX •+ ;-Q E �6"MAX MAX a O MED. XISTING 51 (G=0.42 MIN) `� -_� _ HOST to STRUCTURE ! w 11 • „y„ - 4a 46 z ' 9 12 13 @ 9"O.C.MAX GLASS SEPARATION In 1`0"x().125"6063-T6 ALUMINUM IBE (2)#14 WOOD SCREWS OR y"LAG SCREWS NOT REQUIRED PER f EXISTING AIR GAP E OR 2"x6"PT WOOD BEAM.WHERE BEAM WITH 2"EMBEDMENT Y4"MINIMUM EDGE, ASTM E1996-09 1b HOST CONNECTION TYPE C2 EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/41 MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER ANCHOR _ � g STUD,EXTEND BEAM TO NEXT STUD .DISTANCE TO G=0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE COPvaIGlrtFt»La01Wrpov� STUDS SPACED 24"O.C.MAX. ®STUD ANGLE BUILD-OUT MOUNT ®"U"HEADER BUILD-OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 15-2336 SCALE, SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION PAGE DMICRLPTIOH: 7 rnmK V BENNNiDO,,P.E• GLASS SEPARATION ALT,LEG DIRECTION CONNECTION N07 REQUIRED PER TYPE C3 ,•" PER STM C62 ASTM E1996.09 ANCHOR PER ANCHOR AIR GAP ``',•• EXISTING SCHEDULE �: �C ; ,•''/YOI'_,.. , HOST BRICKVENEER STRUCTURE 4a 4b - IF / �6"MAX—{ _J ZI p wo 9 2 RZ�D •. xlxl i. _` t�Tl a CONNECTION TYPE Cl '1/4-20X3/4 < CONNECTION TYPE Cl �-�–'6"MAX ANCHOR PER ANCHOR. 'KNURLED 0.437° z\7 u WIN ANCHOR PER ANCHOR S SCHEDULE STUDS SPACED: MAX 1 1n Ib g SCHEDULE 12"O.C.14AX EXISTING Lu HOST AIR GAP CONNECTION TYPE C3 y 3 J GLASS SEPARATION 1 fa Ib - ,.., STRUCTURE ANCHOR PER ANCHOR. 'D w x NOT.REQUIRED PER BRICK VENEER SCHEDULE ,1P-1 O?E ASTM E1996-09 PER ASTM C62 .Q PO STUD ANGLE THROUGH VENEER OVER STRUCTURAL' ® BUILD-OUT T"TRACK THROUGH.VENEER OVER BASE SECTION STRUCTURAL BASE.SECTION cy .. g EXISTING HOST ALUMINUM ANGLE CLOSURE ��dd STRUCTURE. PIECE:1"x2"MIN,1"x5°MAX, 0.0625"MIN.THICKNESS. fibrogq ig Ezm" f'i ti• 1/4 \7�F S B AX. 1/4" 1/4" 3t5(S g • r 1 1 !h _ MAX. MAX. 1"-•" J c Q EXISTING 'EXISTING T EXISTING a HOST : HOST1 1 ]b 1 l0 1b•. HOST /��9,° I v S L 1/4". f STRUCTURE STRUCTURE \ STRUCTURE 'y r e9 MAX. •-.\ �9. �2d•nc � t J 1.. tom 1 It TRAP MOUNT CLOSURE DETAIL S)WALL MOUNT CLOSURE DETAIL W i EDGE a a IST. o °gg EXISTING .$e HOST u 5� hfAX.L STRUCTURE Igo ALUMINUM ANGLE CLOSURE ANY ANCHOR PER ANCHOR SCHEDULE, 114- PIECE:1°x2'MIN,1"x5"MAX, SPACED 24"D.C.MAX FOR DESIGN MAX' BUILD-OUT 0.0625°MIN.TH[CI'NESS. PRESSURES 5 62 PSF,12"D.C.MAX 12 P DIS CE EXISTING, FOR DESIGN PRESSURES>62 PSF' �. ALUMINUM ANGLE CLOSURE HOST AND 5 115 PSF,10"O.C.MAX FOR ll 15 G�0 PIECE:1°x2"MIN,1"x5°MAX, 'STRUCTURE 14 9 : P y � I DESIGN PRESSURES>115 PSF. V 0.0625'MIN.THICKNESS. Ass la 16 Q E4'OC 11� dPf,V 10 TDP0000IMLBU4110D0P.E!. 1/a" 15-2336 ,s0Nc MAX. 1 9 l4 a 24•Dc u \ � 1" / � I .. 11 15 PAGB®oE4CNIPTIOM 9 14 q 24.OC . . . 4" _ 9 ld Q 24'UC 11 15 1 la Ib MAX. CORNER ANGLE: 11 15 12 0.050"3004-H34,3003-114,OR 5052-134 ALUMINUM; a�® oR 20 GA GALv A36 STEEL BUILD-OUT MOUNT CLOSURE b6AIL �U ALTERNAT.E'CLOSURE DETAIL �V CORNER ANGLE DETAIL a i _ [gpyl( QENNAR00,P.E. � ' rrr'+"'OED 49•. t o.46 �'•, N 'w 5"LONG HANDLE - N Z s RIVETED TO PANEL 1 1 �i•`.'.0§ PUNCH Ya"xl"HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/PM N'9 NUT.PLACE PANEL OVER EACH W. W ADJACENT PANEL AND FASTEN i` Q WINGNUTS FROM INSIDE / cc 0 ci , mow.... Q O Wed o • _ �. 2Y2"xis"WIDE NOTCH m (TYP.BOTH SIDES) p ���pp m E �� =m•piQfi�. cC0 F WALL MOUNTED S"x2"x%' F. STUDDED ANGLE- 5 TTY Q "-20 x 1°MACHINE=CREW STUD = g g R WITH WASHERED WINGNUT @12°O.C. a b (CONNECTS TO ADJACENT PANEL) •' �`�• 1'-2" .1/4.20X3/4 KNURLED STUDS W/ 1"--� _ g/q" WINGNUTS SPACED;AT I,2"O.0 _ 0 --------------------- LL X I T"O HOLE FOR i FASTENING PANEL Ki G �o:! EMBED.- EXISTING MBED.EXl'TING + I —L slHOST $ STRUCTURE ` v --a-+- WALL MOUNTED 5"X2"xy° STUDDED ANGLE { MAX CONNECTION TYPE Cl O ANCHOR PER ANCHOR aotHNoxIIANucLeEwiwooPa: , SCHEDULE ® INTERIOR FASTENING ANGLE ASSEMBLY 15-2336 THESE DETAILS DEPICT THE CONNECTION OF scats. ANY PANEL FOR AN OPENING WITH PANELS e9CR6TTON, s INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN HEADER OR"U"HEADER TOP MOUNT. (l n 0 S i UNLIMITED WIDTH (PERP.TO PANEL SPAN), 7YP. 12"MAX.ON CENTER PANEL _(� •I� ATTACHMENT TO MOUNTINGON -{=� •••I J 1 .,. HARDWARE OR DIRECT MOUNT. POLYCARBONATE PANELS m FASTENED TO ADJACENT STORM •. �.U'�N� a w PANELS WITH Y."-20 SIDEWALK ALLOWABLEffftttfff a�LL�' BOLT AND WASHERED WINGUT ,_,m w L a AT MIDSPAN,TYPICAL. DESIGN PRESSURES WITH ALTERNATING ALUMINUM AND' �'� � M�� Y g POLYCARBONATE PANELS - p W E: �. Io +55-PSF $ TYP. -58 PSF m _ NOTE;ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALLi4: •�W� Y P NOT EXCEED THESE DESIGN PRESSURES. . g NOTES: T— 1b TYP. F�8 ^� 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO .. �. e O NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS Ga M M ALLOWED. xm<m$ 2.' STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. d E 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. 4 . END PANELS SHALL BE ALUMINUM PANELS ONLY. �CJu TYPICAL ELEVATION WITH,ALTERNATING �a 85 'S i ALUMINUM AND POLYCARBONATE PANEL '7 N.T.S. EXTERIOR ELEV O INTERIOR - GLASS SEPARATION @ - NOT REQUIRED PER - ASTM E1996.09 ° jlb POLYCARBONATE PANELSFASTENED TO ADJACENT STORM ' LS • END PANELS SHALL BE EXTERIOR POLYCARBONATE:PANE } ggg+ ALUMINUM PANELS ONLY - FASTENED TO ADJACENT STORM PANELS WITH%--20 SIDEWALK. : BOLT AND WASHERED WINGUT PANELS WITH%"r2B SIDEWALK '. e y AT MIDSPAN,TYPICAL. BOLT AND WASHERED WINGUT AT MIDSPAN,TYPICAL; CDRRa ffFRWL8DdP 00Pf 15-2336 s TYPICAL SECTION WITH ALTERNATING ' ALUMINUM AND POLYCARBONAT P"ae°``"'P"°" z. E PANELS oF. N.T.S. HORIZ SECTION - 9� ANCHOR SCHEDULES: FRANK L.DENNAROO,P.E (SEE SHEET 9 FOR ANCHOR NOTES) :. �JIcpDICFM„' EDGE DISTANCES AS NOTED - EDGE DISTANCES AS NOTED -� LOAD Spans Up To 5'-U" Spans Up To 9'-0" Spans Up To 12'-0" ri Spans Up To S'•0".. Spans Up To 9'-0" 'Spans UD To 12•-0" - 0014M TYPE NN O 1/4ANCHOR ITW S.S;TAPCON WITH 33 1Cl 1 C2 f C3 t3.4"16.0"16.0"116.0"116.0"17.5"0P4t6. CONN TYPE � LOAD CONN TYPE • CONN TYPE � CONN,TYPE � ',•• x (Pst), Cl C2 C3 C9 CS Cl C2 p C4 CS' Cl C2 'C3 'C4 CS O ANCHOR (PsT) f H� CI C2 C3 C4• CS Cl .CI C3 C4 C5 Cl C2 .p C4 C5� 0"16.0"16.0"16.0" 5.6" 16.0" 1/4°ITW S.S.TAPCON WITH 33 16.0"116.0"116.0"116.0"16.0"16.0"16.0"16.0"16.0'•16,0•'16.0"116.0"16.0"13.5" .1-3/4"EMBED AND I"MIN. 48 16.0"116.0" 16.0" 9.2" 16.0"16.0'16.0"116.0" 5,1". 16.0"16.0"13.7"16.0" 3.7" 11.3" 1-3/4"EMBED AND 2.1/2" 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"32.2"16.0"16.0"16,0"16.0" 8.9" 3."; 7� yN ' EDGE DISTANCE(3192 psl 62 16.0"16.0"16.0" 7.1" 16.0"16.0"14.4 16.0" 3.9".12.0"15.0" 9.4" 15.0" 7.2" MIN.EDGE DISTANCE(3192 62 16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0" 9.2 14.1"16.0"11,0"16.0" 6.8" $ , MIN CONCRETE) _76 16.0"16.0"16.0" 5.0" 16.0"16.0"10.6".16.0" 3.1" 83".12.3" L2" 12.3" 5,3" psi MIN CONCRETE P ) 76 16.0"16.0'16.0".14.L"16.0"16.0"12.4"16.0" 7.4" 9.7" 14.4" e,4" 14.4" 5.5" _90 16.0"16.0"16.0" 4.9" 16,0"13.8" 8.4" 13.8" 63" 10.4" 5.8" 9.T'! 4.2" 90 16.0"16.0"16.0"11.7"16.0"16.0" 9.8" 16.0" 6.2" 7.4" 12.2" 6.8" 17.4" 4.6" 4: . 1D5 16.0"15.9•'.16,0" 4.1" 13.6"11.8" 6.8" 11.8" 5.0" 8.9" .4.8" 7.8" 3.4" 105 16.0_'16.0" q:E 9.9" 16.0"13.9" 8.0" 17.9" 5.3" 5.9" 10.4" S.6" 9,1" 3.9" 4.0" • 120 16.0.12.8 16.0" 3.6" 10.4"10.4" 5.8" 9.7" m 4.2" 7.8" 4.1" 6.5" 120 16.0"15,1"16.0" 8.5" 12.3" 12_2" 6,8" 11,4" 4.6" 4.9" 9.1" 4.8" 7.7" 3.4" 3.4" '1= ;U, X 33 16.0"16.0 16.0"16.0"16.0"16.0"16.0"16.0"12.2"16.0"16.0"16.0"16.0" 9.1" 16.0" B1 n 1/4".ELCO ULTRACON WITH _ 1/4"ELCO ULTRACON WITH 33 16.0"16.0"16.0"16.0"16.0"16.0"16_0_16.0"16.0"16.0"16.0"16.0"16.0"33.7"16.0 Q LL 1-3/4'EMBED AND 1"MIN. _48 16.0"16.0"16.0"15.1"16.0'16.0"16:0"16.0" 8.2" 16.0"16.0"13.5"16.0" 6,0" 11.1" Q, 'E W z 1-3/4"EMBED AND 2-1/2° 48 16.0"16.0"16.0"16.0"36.0"16.0"16.0"16.0"12.4"16.0"16.0"13.9"16.0" 9.0" 13.5" 2 EDGE DISTANCE(2700 psi '62 16.0' 16.0"16.0"11;7"16.0"116.0"14.2"16.0' 6.2" 11.9"14.8" 9.3" 14.8" 9.6" 7.1" N m w MIN,EDGE DISTANCE(2700 62 16.0"16.0"16.0"16.0"16.0"16.0"14.6"16.0" 9.3" 12_3"15.3" 9.6" 15,3'_' & MW CgNCR.ETE). 76 16A"16.0"16,0" 9,5" 16.0"16.0"10.4"16.0" 5.0" Bit" 12.1" 7.1" 12-1" 5.Y' sl MIN CONCRETE - - W "N., 3 P ) 76 16.0"16.0"16.0'14.4"16.0"16.0"10.8"ifi.0" 7:5" 8.4" 12.5" 7.3" 12.5" 5.5" 5.4" 111^ 40 16.0"16 0"16.0" 7.9" 16 0"13.6" 8.3" 13.6" 4.2" 6.2" 30.2" 5.7" 9.6". 4.1" g0 16.0"16.0"16.0'11,8"16.0"14.1" 8.5" 14.1" 6.2" 6.4" 10.6" 5.9" 9.9" 4.6" 4.3" '3 105 16,01 35.7"16.0" 6.7" 13.5"11.7" 6.7". 11.7" S.0" -8.8" 4.7" 7.7 105 16.0"16.0"16.0"10.0"13.9"12.1" 7.0" 12_1" 5_3" 5.1" 9.0" 4_9" 7.9" Ulc 1 x d0 16.0"12.7"16.0" 5.8" 10.3"10.2" 5.7" 9.6" 4.1" 7.7" .0" 6.4" _ 9 120 16.01 13.1"16.0" 8.6" SO.G"10.6" 5.9" 9.9" 4.6" 4.3" 7.9" 4.2" 6.7" o E 1/4"ITW SAMMYS SSC W/ -33 16.0"16.0"16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.9"16.0" 33 16.0"16.0"16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0".13.81 16,01 1/4°ELCO PANELMATE a Iu 2-1/4"MIN EMBED AND 48 16.0'16.0•'16.0"16.0"16.0" 16.0"16.0"16.0"12.6"16.01'16.0"16.0"16.0•• 9.2" 16.0" ((FEMALE,MALE,or PLUS))W/ 48 16.0"16.0'16.0"16.0'16.0"16.0"16.0"16.0"12.5" 16.0"16.0"16.0"16.0" 9.1" 13.2" 1-1/4•MIN.EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0'16.0" 9.6" 16.0'16.0"15.0"16.0" 7.0" 11.5" 2 M[N EMBED AND 2-1/2 62 16.0"16.0"16,0"16.0"IG.O"I6.0"16.0"16.0" 9.4" 19.0"16.0"11.0"16.0" 6_4"_ 8_9" (37.95 psi MIN CONCRETE) .76 16.0"16.0"16.0"14.5"16.0"16.01'16.0"16.0" 7.7" 13.2"16.0"11.4"16.0" 5.7" 8.4" MIN.EDGE DISTANCE(3350 Z psi MIN CONC) 76 16.0"16.0"16.0"14.5"16.0'16.0'12.3"16.0" 7.6" 9.7- 14.3" 8.4" 14.3" 5.6" 6.2" .a L8 90 16.0"16.0"16.0'12.0"16.0"16.0"13.3"16.0" 6.4" 10.1"16.0" 9.2" 15.4" 4.8" 6.7" 90 16.0'16.0"16.0"11.9"16.0"16.0" 9.8!' 16.0" 6.3" 7.4" 12.1" 6_7" tt.3" 4.7" 9.9" ,p O 105 16.0'16.0"16.0•'10.2"16.0"16.0"10.9"16.0' 5.5" 8.0" 1.1.2" 7.6" 12.4" 4.1•' S.4" w 0 ` 7(C 105 16.0"16.0"16.0"10.1"15.9"13.8" 8.0" 13.8" 5.4" 5,9" 10.9" 5.6" 9.1" 4.0" 4.0" m __ 120 16_0••16_0"16.0" 8.8" 16.0"16.0" 9.2" 15.4" 4.8" 6.7" 12.4" 6.5" 10.4" 3.6" 4.6" a�f � 120 16.0"15.0"16.0" 8.7" 12.2•'12.1" 6.7' 11.3" 4.7" 4.9" 9.1" 4.0' 7.6" �� 1/4-20 ALL POINTS SOLID- 33 16.0"16_0"16.0"16.0"I6.0"16.0"16.0"16.0" 9.6" 16.0"36_0"16_0"16_0" 7,1" 16,0" 0 1/4"ITW SAMMYS SSC W/ 33 16.0"16.0"16.0"16.0"16.0"16.0'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" W yl CS SET WITH 7/8"MIN EMBED 48 16_0"16.0"16.0"11.9"16.0"16.0"15.8"16.0" 6.5" 15.5'13.7" 9.6" 13_7" 4.7" 8_0" O 2.1/4°MIN EMBED AND 48 16.0"16.0•'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0"36.0" AND 1-1/4"MIN.EDGE 62_16.0"16.0"16.0" 9.2" 16A"34.1"10.1"14.1" 4.9" 8.5" 10.6" 6.6" 10.6" 3.6" 5.1'_ 2-1/2"MIN.EDGE DISTANCE 62_36.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.1"16.0"16.0"15_6"16.0" B.9" 13.0" DISTANCE(3000 psi MIN j6 16_0"16.0"16.0" 7.5" 16.0"11.5" 7.4" 11.5" 3.9" 5.8" 8.6" 5.0" 8.6" 3.7" 3295 sl MIN CONCRETE) rd A CONCRETE) - ( p ) 76_ ]6_0"1fi.0'16.0"16.0"U. 16.0"16.0"16.0" 9,7" 13.8"16.0'11.9"16.0" 7.2" 8.B" N p _ _ ' 90 16.0'•19.6"16.0" 6.2" 13,8" 9.7" 5.9" 9.7" 3.3" 4.4" 7.3" 4.1" 6.8" 90_16.0"16.0"16,0"15.3"16.0"76_0"13.9"16.0" 8.1" 10.5"16.0" 9.6" 16.0" 6.0" 6.9" :295.6 ro O m 305 15.0" 1.2"15 0" .2" 9 6" 8.3" 4.8" 8.3" 3.5" 6." 3." * ftri� pl 1 5 2 4 5.5" � 105 16.0"16.0"16.0"12.9"16.0"i6.D"11.4"16,0" 6.9" 8.4" 14.8" 8.0" 13.0" 5.1" 5.7" ®O��a m -'1--� 120 13.1" 9.0" 13.1" 4.5" 7.4" 7.3" 4.1" 6.B" 5.5" 4.6" 120 16.0'•16.0"16.0"11.2"16.0"16.0" 9.6" 16.0" 6.0" 6.9" 12.9" 6.8" 10.9" 4.5" 4.B" �p�D i 33 16.0"16,0"16.0"14.3"16.0"15.4"15.4"15.4" 8,0'• 15.4"11.5"10.9"11.5• 5.9" 11.5" 1/4"POWERS TAPPER WITH 1/4-20 ALL POINTS SOLID- 33 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.8"16.0" u(" m 1.3/4"MIN EMBED AND 48 16.0'16.0"116.0"19.9" 16.0'•10.6" 9.1" 10.6•' 5.3" 9.0" 7.9"M13. SET WITH 7/8'MIN EMBED 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.6' 16.0"16.0"12.6.16.0" 8.4" 10.4"1-1 2"MIN.EDGE DISTANCE/ 62 14.7"14.7"14,7" 7.6" 14.7" 8.2" 5.9" B.2" 4.0" 4.9" 6.1•• AND 2"MIN.EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"13.2"16.0" 8.7" 11.0"13.8" 8.6" 13.8" 6_3•' 6_0'(3000 psi MIN CONCRETE) 76 12.0" ,0" 6.2" 12.0" 6.7" 43" 6.7" 3.2" 3.4" 5.0" (3000 psi MIN CONCRETE) 76 16.0"16.0"16.0"13.4"16.0"15.0" 9.7" 15.0" 6.9" 7.6" 11.3" 6,6" 31.3" 5.1" 4.9"9090 36.0"16.0"16.0"11.0'16.0"12.7" 7.7" 12.7" 5.8" 5.8" 9.5" 5.3" 8.9" 4.3" 3.8" 105 8.7" 6.5" B.7" 43" 5.6" A.8" 4.8"T' 3.6" 13 >DC - a gg U 105 16.0"14.fi"1fi.0" 9.3" 12.5"10.9" 6.3" 10.9" 4.9" 4.6" 8.2" 4.4" 7.2" 3.6" 3.1" L20 7.6" 5.2" 7.6" 3.7" A.3' A.2" 3.9" 3.2" 120 16.0"11.8"16.0' 6.0" 9.6" 9.5" 5.3" B.9" 4.3" 3.8" 7.1" 3.8" 6.0" 3.2" EDGE DISTANCES AS NOTED 1/4"POWERS TAPPER WITH 33 16.0"16.0'16.0"16.0"16.0"16.0"16.0"16.0'15.9"16.0"16.0"16.0"16.0"11.8"36.0" an s Up Tp 5'.-0"I _Spans Up Ta 9'-0", Spans Up To 12'-0•' 1-3/4'MIN EMBED AND 3' 48 16.0"16.0"16.0"16.0"16.0" 16_0"16.0"16.0"10.6"16.0"15.8"11.1"15.8" 7.7" 9.2!' r` .G •' l 'AD MIN:EDGE DISTANCE(3000 62: 16:0"I IT,Moll 15.3"16.0'16.0'11.7"16_0" 8.0" 9.8" 12.3" 7.7" 12.3" 5.8" 5.91' ' In CONN TYPE `CONN TYPE + CONN TYPE - -16.0-T16.0"112.3"116.0" 6 t O ANCHOR (psf) - - psi MIN CONCRETE) 76 16.0" 13.3" 8_6" 13_3" 6.4" 6.7" 10.0" 5.8" 10.0" 9.7" 4.3" x Cl C2 p C4 C5 Cl C2 C3 C4 CS Cl --.C2-: 'C3:-'+C4.` iC5' 1/4"MILLENIUM MILLFAST 33 16,0"16:0' 6.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'16.0'16.0'!16.0"13.3"16:0" 90 16.0"16.0"16.0"10.1" 6.8" 11_3" 4.7" 7.9"�3.9" 3.4" v� 105 16.0" 12.9"16.0•' 8.5" 11.1" 9.7" 5.6" 9.6" 4.5" 4.1" 7.2" 3.9" 6.4" " 1. WITH 1-3/4'EMBED AND 48 16.0 16.0"16.0"16.0'_16.0".16:0"16.0"16.0"12,0"16.0"16.0"12,8"16.0' 8.7" 10.5" 2=1/2'EDGE DISTANCE 62 16.0" 16.0"16.0"16.0"16.0"16.0"13.4"16.0" 9.0" 11.2"14.0" 8.8" 14.0" 6.6" 6,7" 120 15.2"10.5"115.2"17.3" 8.5" 8.9" 4.7" 7.9" 3.9" 3,q" 6.3" 33" 5.3" p u (3275ps1 MIN CONCRETE) -T6 16.0"16.0"16.0"14.0 16.0"15.3" 9.9" 15.3" 7.2" 7.7" 11.4" 6.T' 11.4" 5.3" 4.9" 90 16.0"16.0"36.0"11.5"16.0 12.9" 7.8" 12.9" 6.0" 5.9" 9,7" 5.4" 9.0" 4.4" 105 16.0"14.8"16.0" 9.7" 12.7"13.0" 6.4" 11.0" 5.1" 4.7" 83" 4.5" 73" ��5 _ 120 16.0"12.0"16.0" 8.3" 90" 9.7" 5.4" 9.0" 4.4" WE 7.3" 011V,.6.1" lam 5 1/4"MILLENIUM MILLFAST 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.7"16.0"16.0'16.0'16.0" 9.4" 16_0' Tg1 39 a WITH 1-3/4•EMBED AND 1" 48 16.0"16.0"16.0"15.8"16.0'16.0"16.0"16.0" 8.5" 16.0"14.4"10.1"14.4" 6.2" 8.4" EDGE DISTANCE(3275PS1 62 16.0"16.0"16.0"12.2"16.0"114.9"110.7"14.9" 6.4" 8.9" 11.2" 7.01• 11.2" 4.7" 5.3" a 16 MIN CONCRETE) 76. 16.0"16.0'16.0" 9.9" 16,0"12.1" 7.9" 12.1" 5.1" 6.1" 9.1" S. 9.1" ..r.... __-.- �. 90 16.0"15.4 16.0" 8.1"_14.6"10.3" 6.2" 10.3" 4.3" 4.7" 7.7" 4.3" 7.2" 105 15.8"11.8"15.8" fi.9" 101" ax" 5.1" 8.8" 6.G" 5.8" 1� 190 13.8" 9.5" 13.8" 5.9" 7.8" 7.7" 4.3" 7,2" 5.8" 4.8" z 33 16.0"16.0"16.0"16.0"16.0" " "16,0 16.0 16.0"12.9"16.0" " '16.0 16.0 16.0" 9.6" 16.01 ss11 t! #12 SMS W/2"EYE WALL 1C � U AR(gOR INSERT W/2'EMBED _48 16.0"16.0'16.0 16.0"16.0"16.0"16.0"16.0" 8.7" 16.0"16.0"13.1"16.0" 6.-0" 10.8" AND 2"EDGE DISTANCE 62 16.0'16.0"16.0"12.4" 16.0"16.0"13.8"16.0" 6.6" 11.5"14.4" 9,0" 14.4" 4.8' 6.9" ONTRIGIffFRAIL(LBDQDAOOP.E (2000psi MIN CONC) 76 16.0•'16.0"16.0"50.0"16.0"15.6"_10.1"15.6' 5.3" 7.9" 11.7" 6.8" 11.7" 3.9" S,1" _90 16.0" 16.0"16.0" 8.3" 16.0"13.2" 8.0" 13,2" 4_4" 6,0" 9.9': 5.5" 9.3" 3.3" 4-0" � 15-2336 105 16.0"15.2"16.0" 7.0" 13.1"11.3"1 6.5" 11.3" 3.8" 4.8" 8.5" 4.6" 7.5" 3.3" SCALE, - _ 120 16.0"12.3"16.0" 6.1" 10.0" 9.9" 5.5" 9.3" 3.3". 4.0' 7.4" 3.9" 6.2" �y�� PAOD DilCRiP13ON, #12 SMS W/2.75'EYEWALL 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0-16.0"16.0"13.6"16.0" ARMOR INSERT W/2.5' 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.4"16.0"16.0"16.0"16.0" 9.0" 13.9" EMBED AND 2'EDGE 62 16.0"16.0"1b.0"16.0"16.0".16.0"16.0"16.0" 9.3" 14,8"16,0"11.5"16.0"_6,9'•_ 8.9'• 90 e DISTANCE(2000psi MIN 76_16.0"16.0"16.0"14.3"16.0"16.0'•13.0"16.0" 7.5" 10.2"15.1" 8.8" 15.1" 5.5" 6.5" - CONC) -90 16.0"16_0"Ifi3O"11_0"Ifi;O"16.0"10.3"16.0" 6.3" 7.8" 12_7" 7.1" 11.9" LOS 16.0" 4.6" 5.1" 16A"16.0"10.0"16.0"14.5" 8.4" 14.5" 5.3" 6.2" 10.9" 5.9" 9.6" 3.9" 4.2" 120 16.0"15.8"16.0' 8.6" 12.8"12.7" 7.1" 11.9" 4.6" 5.1" 9.5" 5.0" 8.0" 3.4" 3.5" WES 1/ }}{■r/ 1 . RIM _ ':_, ° • ® �� 1 ��� � � : �� cb1'.\,,:,111„R\AC_ j/�.�'ie'/i� //��i�WLJ�®® • aL ' --�-: mm Mi /M NOOVUl-In 0313.9T/S is PAWIM m ' MEE .' ,'����� lmmmmmm ffm ME mmmhail//iia iii/iiiNNOR1/0m:FO�®®V/////,mamama� iiiNiall iii/®liimZiiaiommmmumn im luffimei® • ;, iai iii/���I�iia�®��®�®�� ;,,,,,,,,,,,,,,,;•., : iia aii��®�®�®e��e��®� :.,,;,\,,,,,,,.,.._ mmmmmmmmma mommmmommmmmm mm®mlmmmmIm� emmmmmmM3MMMMM mmmmmmmmmm®mm mmmm� . . iii/hili 11111, i®iiai/ilii /iii/iaiai/ ®ia ai.iaimiiamuiai iai.�ilii.Immm®�mmmImiio.�iii��aii�iiiiiiamiaa� m®® M® 1. iaiiia�ii ®ai NIm "MOR V/////' ai iiaiiia/iiaiiai%nail///am,V//111/m/g//hili/—/, ' �p� / • . '� - j////j////F////ja//w//�j//j/j////all,%///V/////.�///�m r///�m mI :Utt\:lt\IU\\1,;N\C= • /. �/ /. V////.ow�////i//%�,j///�M M� ' , :ql\1,11\„t11,\1111 L- woo !;,'�( ////. I m %////%///%/////,//////.%/////////ON/0w%//%ivmm m2mmmm %%////.%//NON/I W%////ZMEM0MM9EMM9MMMM0 owdrin Z. mV//////�///�%///V/////.%///�///�//�i.�////®V////®� • ///%///. V/�/V////////r////%////�////�////V//�/,�////mm®mm®' '///////.%%111V////%/////'//////%//%i//////%/////..m.7PO/x �� %/////.%//%i'///////.%////lW//////////r.%////Id•Y VZ///I m�1��®� •. 7; %/////."'/////m''/////m%//%%////m %//%'//////m'//17//m®® Nip •'r' FRANif L.BENNARDO,P•E:. 1 Ira rprrrr''' of 3/4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE rj TI Soaps Uo To V-0" Soaps Up Ta 9'-D" 'Ra Uo To 12'-0" �j Spans UO To T-0" Soaps Up To 9'-0" Soaps UO To'12'-O•' •,•' A LOAD CONN TYPE CONN TYPE CONN TYPE LOAD CONN TYPE CONN TYPE CONN TYPE y�q F ,, •• O ANCHOR (psf) ANCHOR (psf) �U s Cl C2 C3 C4 CS Cl C2 C3 CA C5 CL C2 C3 C4 CS s Cl C2 C3 O4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS'rar X 1/4'LAG SCREW OR HANGER 33 16.0"116.0"1160'115.9"16:0"16.0"116.0"1160 8.9" 16.0"16.0"16.0"16.0" 6.6" 16.0" 1/4'ELCO PANELMATO 33 16.0"16.0"160116.0"116.0"16.0"16.0'•16.0"16.0"116.0"116.0"16.0"16.0"12.0"),6_0" r r r 1 BOLT WITH 1.5'MIN THREAD '48_16.0"16.0"16.0"11.0"16.0"16.0"16.0"16.0" 6.0•' 16.0"16.0"12.2"16.0" 4.4" 10.1" (FEMALE,PfA1E,OR PLUS)W/ 48 16.0'•16.0"16.0"16.0"16.D"16.0"16.0"16.0"10.9"16.0"16-0"16-0"16.0" Q Q PENETRATION 62 16_0"16.0"16.0" '8.5" 16.0"16,0"12.8"16.0" 4.6" 10.7"13_4" 8.4" 13.4" 3.4" 6.4" 1-7/8-MIN EMBED 62 16.0"16.0"16.0"15.5"16.0"16.0"16.0"16.0" 8.3" 16.0"16.0"13.3"16.0" 6.1" 10.2" I11 zp 3 16.0"16_0"16_0" 6,9" 1616^0"14.6" 9.4" 14.6" 3.7" 7,4" 10-9" 6.4" 10.9" 2.7" 4.7" 76 16.0"16.0"16.0"12,6"16.0"16.0"14.9"16.0'' 6.7" 11.7"16.0"10.1"16.0" 4.9' 7.5" a 90 16,0"16.0"16.0" S.7" 16.0"12.3" 7.5" 12.3" 3.1" 5.6" 9.2" 5.2" 8.6" 2.3" 3.7" 90 16.0"16,0"16.0"10.5'16A"16.0"11.8"36.0" 5.6" 8.9" 14,6" 8.2" 13.7" 4.2" 5.9" ti 9 A 105 16.0"14.1"16.0" 4.9" Lu 12.2"10,6" 6.1" 10.5" 2.6" 4.5" 7.9" 4.3" 7.0" 2.0" 3.0" * 105 16.0"16.0'l6.0" 8.9" 16.0"16.0" 9.7" 16.0" 4.6" 7.1'_12.5" 6.8" 11.0" 3.S' 4.8" �; 3 ti M 120 16.0"11:5'•16.0" 4.2" 9.3" 9.2" 5.2" 8.6" 2.3" 3.7" 6.9" 3.7" 5.8" 2.6" 120 16.0"16.0"16.0" 7.7" 14.8"14.6" 8.2" 13.7" 4.2" 5.9" 11.0" 5.8" 9.2" 3.1" 4.1" N ,3 Y 11 #14;WOOq SCREW QR SMS, 33'� 16.0"16.0."26.0"15.1"16.0"16.0"16.0"16.0" 8.4",.16.0"16.0"16.0"16.0" 6.2" 16.0" z 114°LAG SCREW OR HANGER 33 16.0"16.0"16.0"16.0"16,0"16.0"16.0"16.0"11.1 16.0"16-0"16.0•'16.0" 8.2" 16.0" �W,•• WtrN 1.5"MIN.THREAD 48 16.0"16.0"16.0"10.4"16.0"16.0"14.0"16.0" 5.6" 13.8"12,2" 8.6" 12.2° 4.1" 7.1" BOLT WITH 1.5"MIN THREAD q8 16.0"16.0"16.0"13.T'16.0"16-0" 16.0"16,0" 7.5" 16.0"16.0"16.0"16.0" 5.5" 15.1" PENETRATION PENETRATION 00 '62 160"16.0"16.0" 8.0" 16.0"12.6" 9.0" 12.6" 4.3" 7.5" 9.4" 5.9" 9.4^ 3.1" 4.5" p�,� 62 16,0"16.0"16.0"10.6"16.0"16.0"16.0"1fi.0" 5.7" 16.0"16.0"12.6"16.0" 4,2" 3 - 76 16'_0"16.0"16.0" 6.5" 16.0"10.2" 6.6" 10.2" 3.4" 5.2" 7.7° 4.5" 7.7" 2.5" 3.3" o tl-'""^•"' 76 }6.0"16.0"16.0" 8.6" 1fi3O"16.0"14.1"16.0" 4.6" 11.1"16.0" 9.6" 16_0" 3.4" 7.1" 90 15.6 13.0 15.6" 5.4" 12.3" 8.7" 5.2" 8.7" 2.9" 4.0" 6.5" 3.6" 6.1" 2.1" 2.6" Ur' 90 16.0"16.0"16,0•' 7.2" 16:0"16.0"11.2"16.0" 3.9" 8.4" 13.8" 7_7" 12.9" 2.9" 5.6' 105 13,3" 9.9" 13.3" 4.6" 8.6" 7.4" X4.3" 7.A'! 2.q" 3,1" 5.6° 3.0" 4.9"Q 2.1" 0 105 16.0"16.0" 6.1" 16.0"15.8" 9.1" 15.8" 3.3" 6.7" 11.9" 6.4" 10.4" 2.5" 4.6" '1 .' 120 11.7" 8.0" 11.7" 3.9" 6.5" 65'• '3.6" 6.1" 2.1" 2.6" 4.9" 2.G" 4.1" S * 120 16.0"16-0"16.0" 5.3" 14.0"13.8" 7.7" 12.9" 2.9" 5.6" 10.4" 5.5'_ 8.7" 2.2" 3.9" 1/4'ELCO PANELMATE 33 16.0 16.0"16.0 12.6"16.0"16.0"16.0" 16.0" 7.0" 16.0"16.0"16.0'•16.0" 5.2" 16.0" �+ #14 WOOD SCREW OR SMS 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"16_0"16_0"16.0"16.0" 8.5" (FEMALE,MALE,OR PWS)W/ 48 16.0"16.0"16.0" D.6" 16.0"15.7"13.6"15.7" 4.7" 13.4"11.8" 8.3" 11.8" 3.5" 6.9" WITH 1.5'M[N.THREAD 48 16.0"16.0"16.0"14.2"16.0"16.0"16.0"16.0" 7.8" 16.0"16.0"14.7"16.0" 5.7" 12.1" y 8b7 Cy 1-7/8*MIN EMBED 62 16.0"36.0"L 6.7" 16.0"12.2" 8.7" 12.2" 3.6" 7.3" 9.1" 5.7" 9-1" 2.6" 4 4" PENETRATION fit 16.0"16.0"16.0"11.0"16.0"16.0"SS,q"16.0" 5.9" 12.9"16.0"10.1"16.0" 4,4" 7.7" W p 76 16.0"16.0" 5.4" 16.0" 9.9" 6.4_ 9.9" 2.9•' 5-0" 7.5" 4.4" 7-5" 2:1" 3.2" �. 76 16.0"160 16.0" 8.9" 16,0"16.0"11.4"16;0" 4.8" 8.9" 13.2" 7.7" 13.2" 3.5" 5.7", 90 15.1"12.6" .5",12.d' 8_4" 5.1'; 8.4" 2.4" 3.B" 6.3 3.5" 5.9" 2.5' 90 16.0"16.0"16.0" 7.4" 160"14.8" 9.0" 14.8" 4,0" 6.8" III" 6.2" 10.4" 3.0" 4.5;'.105 13.0" 9.6" 3.8" 8.3" 7.2" 4.2" 7.2" 2.13.1" 5.4" 2.9" 4.7" 2.1" 105 16,0"16.0"16.0" 6.3" 14.7"12.7" 7.3" 12.7" 3_4" 5.4" 9.5' S.3" 8.4" 2.5" 37120 11,3" 7.8" 3.3" 6.4" 6.3" 3.5" 5.9" 2.5"• -0.7" 2.5" 4.0" ��y� 120 16.0"13.8"16.0" 5.5" 11.2"11.1" 6.2" 10.4 3.0" 4.5" 6.3 4-4" 7,0" 2.2" 3.P' qa mm m � v id S s gw a gg ANCHOR NUFES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS! € RECOMMENDATIONS. - 9 2: WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE e LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(Le.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. d g 5I 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. U@ o MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER @5 WALL FINISHES. S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES �8 MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES s� 6 INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. 4 6. WHERE EXISTING,STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTt HERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO ' R PLYWOOD. 07PAWHINL9KLBElOWt00pE 11.MACHINE SCREWS'SHALL HAVE MINIMUM.OF 1/2"ENGAGEMENT OF THREADS IN BASE, ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT^) 15-2336 U.N.O. SCAIQI - dP 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. PAae DESCRIPTIONt 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT MOUNT INSTALLATIONS. 14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS �® TO HOLLOW BLOCK