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HomeMy WebLinkAboutSpecifications OFFICE COPY RECEIVE 'JUL. ? (67, 2022 fFICE COPY , CITY OF TIGARU CITY OF TIGARD,,, MJILDIi"M DI'llt"10rk< REVIEWED FOR CODE COMPLIANCE • Approved: OTC: j y Permit#: n"��~ Address: 5�ffI �,:; ` AV Suite#. • B _.._... Data Structural Calculations PREPARED FOR. American Structures & Design 218 Stewart Road SE Pacific, WA 98047 PROJECT.- Hampton Ridge Apartments Aluminum Railings 2220431.20 PREPARED BY.- Jerad Harmon, PE Project Engineer REVIEWED BY Andrea Sauter, PE, SE Project Manager Dan Booth, PE, SE Principal VALIDITY OF PERMIT DATE: THE ISSUANCE OF A PERMIT May 2022 BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL.FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors • Neighbors Structural Calculations For ■ Hampton Ridge Apartments Aluminum Railings Tigard, OR Project # 2220431.20 Project Principal Dan Booth, PE, SE Project Manager Andrea Sauter, PE, SE Project Engineer Jerad Harmon, PE Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: Oregon Structural Specialty Code, 2019 Edition. Structural Design Criteria: Live Load Criteria: ,��,���cPROFFS Guardrails 200-Ib concentrated �S GIN or 50-plf 4 Intermediate railing 50-lbs over 1ft2 88401PE Project Description V72,2'x, The project consists of the design of aluminum railings to be O�y/tt L attached to an existing wood frame structure located in Tigard, OR.Verification of the existing structure for the applied loads from EXPIRATION DATE, 12/31/2023 the railings is by others. OSIZIEWo22 Loading Diagram t a Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date:05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC 010013 Structural Load Diagrams Note: Loads shown are unfactored and in accordance with ASCE 7-16. i Reactions V = 217 lbs ; M = 9719 in-lbs f I � c ao r' t ; i ti I �d I p U Fascia Mounted Railing Structural Calculations Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date: 05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC Custom Railing Extrusions 2.376 2.376 ------------ Il BRACINC, F()R, ENV, POSTS WIT44 CABLE NALL :.3ib la 2 37,5 FEW - INIERUAL POST FE—POST EX.TRIJSION PROFLE T EXTRUSION SCALE� WPN SCALE=1:3 Typical Railing Post Reinforced Railing Post for Cable RailEng TR -200 PROFILE 75 -T Z .12,5 7- 1 LA QR 00 BO I VOM FI RAIL W/RQQ SCALE-1:3 FI—FLAT INFILL FOR SERIES TR200 &- TR999 Bottom Rail '71 T-1 INFILI., FOIR SERIF'-, TR200. TR999. & 400 (WHEN L- E] Q-SJNQ GLASS OR PICKET) SCALE=1.3 Top RYjl---1 Picket 4 Project: Hampton Ridge Apartment Railings Project Number. 2220431.20 Date:05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC Q Railing Post-Balcony Mounted and Deck Mounted Section Properties Material Properties A(int) 1.010 (6063-T6) Post Spacing 52.125 in lJn4) 0.852 Fty(ksi) 25 Concentrated Load 0.217 k Sc(in) 0.717 Ft„(ksi) 30 St(in3) 0.717 Fey(ksi) 25 LTB A 19.18 rx(in) 0.918 E(ksi) 10,100 ryy(in) 0.919 Cc 78.4 , , I_;S Z(in3) 0.85291 r `/ .1 b(in) 2.376 t(in) 0.1 Flexural Limit State Reference a M„p/n(kip-in) Max Length(in) Rupture F.2 1.95 13.12 60 Yielding F.2 1.65 12.92 60 Local Budding* F3.3 1.65 10.73 49 Lateral-Torsional Budding F.4 1.65 12.61 58 *Allowable Stress from Limiting Element Method(Below) Limiting Element Method(Table 2-21): Elements A=b/t F/r)for A<A,1 Al F/0 for Ai<W2 A2 F/0 for W2 Elements-Uniform Flanges Compression-Flat 23.8 - 22.8 14.96 39 - elements supported on both edges Elements-Flexural Sides Compression-Flat 23.8 22.70 34.7 - 93 - elements supported on both edges Maximum Allowable Span 4.12 ft DESIGN OK Maximum Actual Span 3.73 ft Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date: 05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC Picket Infill Design 5/8"x 5/8"x 0.05"picket railing for intermediate guard load of 50lbs over one square foot Section Properties Material Properties A(int) 0.115 (6063-T6) Picket Spacing 4.5 in I,a(in4) 0.006 Fty(ksi) 25 Concentrated Load 0.019 k Se (in) 0.020 Ft„(ksi) 30 (at center of picket span) S,(in3) 0.020 Fc,(ksi) 25 Z(in3) 0.0248 E(ksi) 10,100 b(in) 0.625 Cc 78.4 t(in) 0.05 Flexural Limit State Reference f2 M„P/D(kip-in) Max Length(in) Rupture F.2 1.95 0.38 81 Yielding F.2 1.65 0.38 80 Local Buckling" F3.3 1.65 0.30 65 'Allowable Stress from Limiting Element Method(Below) Limiting Element Method(Table 2-21): Elements A=b/t F/0 for A<A1 Al F/0 for Al<,X<A2 A2 F/O for 7VA2 Elements-Uniform Flanges Compression-Flat 12.5 15.20 22.8 - 39 - elements supported on both edges Elements-Flexural Sides Compression-Flat 12.5 22.70 34.7 - 93 - elements supported on both edges Maximum Allowable Span 5.40 ft DESIGN OK Maximum Actual Span 3.13 ft Project: Hampton Ridge Apartment Railings Project Number.2220431.20 Date: 05/17/22 By: Q Q Aluminuinu m Design Manual 2015 Edition&2019 OSSC TR-200 Top Rail with Flat Infill Plate(Glass/Picket Infill Plate Similar) Section Properties Material Properties A(int) 1.011 (6063-T6) Post Spacing 52.125 in I,din4) 0.469 Fty(ksi) 25 Concentrated Load 0.217 k SJin3) 0.486 Ft„(ksi) 30 LTB A 54.0 St(in3) 0.554 Fey(ksi) 25 Lb b rx(in) 0.681 E(ksi) 10,100 1.2ry cb ryy(in) 1.244 Cr 78.4 Z(in) 0.6249 Flexural Limit State Reference Q Mnp/0(kip-in) Max Span**(in) Rupture F.2 1.95 9.6 177 Yielding F.2 1.65 9.5 174 Local Buckling* F3.3 1.65 6.0 111 Lateral-Torsional Buckling F.4 1.65 8.4 154 *Allowable Stress from Limiting Element Method(Below) Limiting Element Method(Table 2-21): Elements-Flextural Compression A=b/t F/O for A<A1 Al FRI for Ai<A42 A2 F/O for W2 Elements-Uniform Flange Compression-Flat elements 38.9 - 22.8 12.39 39 - supported on both edges Elements-Flexural Webs Compression-Flat elements 20.1 22.70 34.7 - 93 - supported on both edges Maximum Allowable Span 9.24 ft DESIGN OK Maximum Actual Span 4.34 ft Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date:05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC BR-100 Bottom Rail Section Properties Material Properties A(int) 0.394 (6063-T6) Post Spacing 52.125 in [.(in 4) 0.143 Fv(ksi) 25 Concentrated Load 0.050 k SJin3) 0.135 Ft,(ksi) 30 St(in3) 0.135 FCy(ksi) 25 LTB l\ 15.5 ra(in) 0.602 E(ksi) 10,100 ryy(in) 0.358 Cc 78.4 Lb Z(in3) 0.1897 1.2ry cb Flexural Limit State Reference Q Mnp/D(kip-in) Max Span(in) Rupture F.2 1.95 2.9 233 Yielding F.2 1.65 2.9 230 Local Buckling* F3.3 1.65 1.4 115 Lateral-Torsional Buckling F.4 1.65 2.7 219 *Allowable Stress from Limiting Element Method(Below) Limiting Element Method(Table 2-21): Elements-Flextural Compression A=b/t F/O for A<Ai 1\1 F/O for Ai<A<A2 A2 F/n for A>A2 Elements-Uniform Flange Compression-Flat 14.5 - 7.3 - 13 10.66 elements supported on one edge Elements-Flexural Web Compression-Flat 8.3 22.70 34.7 - 23 - elements supported on both edges Maximum Allowable Span 9.56 ft DESIGN OK Maximum Actual Span 4.34 ft Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date:05/17/22 By:JC � Aluminum m Design Manual 2015 Edition&2019 OSSC 13 La Railing Connections TR-200 Rail to Post (4) S_S. #10,x3/4" TEK. Determine Capacity of Screws s. (4)#10 SCREWS TO POST 0.07'ALUM THICKNESS,MIN IR - 2)00 —' � !Z 3 t Ft, 525 # SHEAR= MIN Ide 2 D t Ftu 798 # 246"X23,1," POIST IV Rn/O 175#/screw (4)Screws = 700 # OK RCB1 Bracketto Post Determine Capacity of Screws (2)#10 Screws from bracket to post (2)#10 Screws from BR-100 to RCB1 (one ea side) 0.07'ALUM THICKNESS,MIN !Z 3 SHEAR= MIN Ide t Ft, 525 # 2 D t Ftu 798# Rn/0 175 #/screw (2)Screws = 350 # OK RCB1 QRA"=.KET 1 4 BR—1,30 SCREIM O.0 `..,. #1�,ix% :i TEK. i' r DECK _! U R FAC E Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date:05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC Post to Knife Plate Connection Determine Capacity of Bolt Group (2)3/8"(V Bolts 1/8"thick alum tube&1/4"alum T-Channel Bracket AL)MINUbt Bolt Shear.AISC 360-10,J3 KNfF: PLATE) r� R„ = Fn Ab f s Fn 33.8 ksi 7HRU BOLT W1 -' Ab 0.2 Int Y�R-16NJT_1�-?, W/Z 310 s�'CK WA`.HFR O 2 �t (`) - •,,;-fLATW-'8-8 RdO 3.31 kips/bolt Bearing at Alum: —r F,,, 30 ksi O 1.95 {{ Rn= MIN Ids t I'm 5.63 kips/bolt 2 D t Fw 5.63 kips/bolt Cl) R„O 2.88 kips/bolt i _.._.,__.. Pen(#) 5769 Actual P # 2991 OK Project: Hampton Ridge Apartment Railings Project Number:2220431.20 Date:05/17/22 By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC Railing Bottom Bracket Connection Determine Allowable V (4) 1/2"dia Thru Bolts with Simp DTT2Z Holdowns �-' Shear Capacity: Z 460 #/bolt V 1840 #total(4 bolts)(Cd= 1.0) PO O..p N�1 oq p , t Tension Capacity: ' i Simpson DTT2Z u i Tallow 1825 #/holdown (Cd= 1.0) 2Z — 1 V max(#) = 217 V all(#) = 1840 OK T max(#) = 1851 T all(#) = 1825 Marginal-OK CA � rYr ULLi r- FRONT VIEW Reference Drawings HAMPTON RIDGE APARTMENT 13301 SW 72ND AVE, TIGARD OR 97223 ®RAILING C] BALCONY O SUNSHADE SNO` PACE NAME No DATE GENERAL CONTRACTOR:UFETNE EXTERIORS PROJECT ADDRESS:I=fN`n1NDAVR TIG-Dco91113 "440 DO COVER PAGE 00 04-29-2022 1 EL-2 FLOOR PUN 00 04-29-2022 2 LEVEL-3 FLOOR PLAN 00 04-29-2022 L A&B ENLARGE 00 04-29-2022 RAR LENGTH.1892 LF NO 4 L C&D ENLARGE COLOR BLACK ABBREVIATIONS SYMBOL LEGEND 5 L DETAILS TOP RAIL TRE TR303 _ INFILL TYPE:PICKET BA-BSF Bokorry Sub Foock FIELD WELD SYMBOL BA-80 Bokary DMINq WELD-ALL-AROUND SYMBOL BA-BOER Bakery DM%'mp End Board {g.' _ BA-BN Bokorry JOMt �^ SIZE OR SRRFOR OPAENG ION; BA-BSD Oak"Sub Fooci.owl,A gIo t 1rj CERTAIN WELDS RA-BSFA Oak"Sub Faock Argb 6X BA-BSR.62S Bakanr Sp ROW 95' NOTE: BA-BSRS S"Rd Si— S T\ USED FOR ALERTING GC RESPONSIBLE TO VERIFY BA-�a m sch,Mc Bracket g `S.. PROCESS.0R OTHER 1)ALL DIIG STRUCTURE To BE VERM BY E7/NDN Of RECORD BA-P-%X% Rom Pny Poll REFERENCE 1) VE IFIED ON NS NTE SUBJECT 1a RIIOR M AND NEED TO BE RA-P2.373%XX TRI Pool $ BASIC WELD SYMBOL VERIFIED ON SWIL BY r PAS ER PRIOR 7E CUTTING RA- 100M99 Round Top RM OR DETAL REFERENCE RA-78999 18999 Tap Ra% 3)AL1 OPENINGS WILL N0T PASS 4'SPHERE AA-18100 TR100 fop Ra% AARpY CONNEGTKNN REFERENCE UNE 4)BLOCKING AND WALLS BY OTTERS SHOWN FDR REFERENCE ONLY RA-PT. Pkkol InrJl TO ARROW SIDE MEMBER OF JOINT RA-FI Fid Mil 200/999(For COW) LOCATION OF ELEMENTS OF A WELDING SYMBOL RA-BXX I101 200/999(Far Okn/Pick t) RA-SPE BREI SrkN eIW Spacer Ed.". TYPICAL NOTE FOR BALCONY RA-814100 BR10D srkos eall—om Rwl ✓ / ` RA-BPSX3 BP Pott BOM Pkto NOTE: RA-SP-003.873 SP41 Sedoo 100 Pkket Spxer 1)SUB FASCIA BRACKET(MINIMUM 3 PER UNIT)SPACING VARIES ON RA-RCBI RCBI Ram Con—Ilog Bkck Tor Top l Flu 9MMO WELDING SYMBOL WELDING SYMBOL LENGTH OF BALCONY. BeDom RWMDETAIL WMBFR 0EA0.NUMBER RA-FMPB-INT FMPB-6'i'OrY Set ht—dale Fotck Md2)SAD 800 BRACKET AND SUB FASCIA BRACKET WIT BE ATTACHED Bracket / -/DETAIL iTILE TO SHEETING,BLOCKING,GYP CONCRETE OR STRUCTURAL SURFACE. RA-FMPB-OC FMPB-6'1'OH Set O.W4.Como Fatck ,LptY( (NEVER DENSOUL95,OLTP OR SHEET ROCK) Mnl BraeM � PAGE NUMBER [`rNEW OFECTO 3)GC TO VARAY WALL THICKNESS FOR TRU BMTS AT SAG ROD RA-NRPB-IC FMP9-6'IYRY Sot Imide Corner FMck ENLARGE 80X `SCN.E BRACKET LOCATIONS Mnl Bracket DETAIL REFERENCE MARK DETAIL DRAWING TRE M-FMPB-090 MPB-6'1'ON Sot Doubts Pool Comer- DETAIL NUMBER WeMod 9a DETAIL NUMBER RA-PKP6X6X.373XX% Pott KNto Pklo Bmckot X RA-PV-120 PV-T9cw Vnn-CIMr TYPICAL NOTE FOR RAILING RA -BOT CV-11.0—Ripd GbM Nrryl PAGE MM13ER RA-W-TOP GV-ToP Rigid Gk—VInA DETAIL REFERENCE MARK DEFNL REFERENCE LARK NOTE: GT-CLEAR 1/4' 1/4'Clmr Temp.Dim-SeaRwd E49oo """"err�FACING Sloe 1)FASCIA BRACKET(RA-FMPB)AFD FASCIA KNIFE PLATE(M-PIP) RRA-NCA-CW KV.Bolt Cap Cove OETNL WMBER MUST BE ATTACHED to SHEETING,BLOCKING.CONCRETE OR STRUCTURAL SURFACE(NEVER GTP OR SHEET ROCK) PACE MM90 SECTION DEAL REFERENCE MARK ASDUMFETIENT ME' DRAWN BY: FMEEO Np. DATE: ISSUED BY PACE 6��1 LIFETIME EXTERN)RS a� NUMBER /�MERICAN JOB NNE. 04-29-2022 1 AIL.NLSLxuenm®e0®uN we HAMPTON RIDGE APARTMENTS m�' SAN 2 00 L4N19WML N)9 pAm1C WA WIN JODEIk AP ED AKNRA 3ltiltYN F.U!N iNalwof /�mm�aw... RAIL SCAT£ 4 Note:C This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in Writing by AS&D e ---------- ------ I I I I C------------ )— ----------7 1 � I I I - I J I I I - I i i I i I I 1 I I 1 I I I 1 oir. 10 s -z noon ww � ws n ME �' Or. FAREED Ma, DAMRSIIFD Br FACE,�iL1FE71ME EXTERIORS M umem QUE/�MSWISN +ee NWE• o4-ze-02 W2 t sriucnr®.00'aivac HAMPTON RIDGE APARTMENTSCHWO of AN 2 '� a�slewAM1i ra eA I.vvr4w.M0a N PlgIAL].N1tll M1t a SaJlHt.1 APPR en LV 4E Note:O This document has been developed and created by AS&D. 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Information contained herein cannot be used unless specifically permitted in writing by AS&D RECEIVED m JUL 2o2021 8 'CITY OF MARL BUILDING DIVISION The key to protecting both building integrity and builder reputadon is to utilize effective moisture control solutions.Toward that end, _ Fortifi her Building Systems Group°offers :K WeatherSmartDraiaable,a scientificall -de- signed weather-resistive barrier that provides �a I VMS the optimum combination of water resistance, +G :r s breathability and high-performance drainage. u " ~` 't4 CC WeatheirSw ,,j WeatherSmart x ..• , , •ax,- u*-z Drainable's Patented Drainable represents = i;,,: p i • G4 3 the next genera- technology channelS don in housewrap -:�=Water�=•�` �-.-•,;•.•�-:: liquarl away from the technology,offering :- �: .r {" r .� �, TiYeatbetS�szart architects,specifiers and builders ux�' 1lieathersrriari; r ., wall ? able"....i & `4-L;.: assembly... �� t .,: ;..w, _D•talnabte t ttnorapi cs' a smart housewrap solution-one -'• `- `''• that delivers the ideal balance ^' 1•::� esshamed drabrable r thability J _ atte-n directs mater 'W" :• between b ca and water P A. 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Installation:WeatherSmart Drainable should be installed in Applica ble Standards:Complies with the International Code accordance with the local applicable building code.Weather- Council Evaluation Services Acceptance Criteria for Water resistive barriers should be applied horizontally,with the upper Resistive Barriers(AC 38). layers overlapping the lower layer by a minimum of 6",and Complies as an alternative to the water-resistive barrier all vertical joints should be lapped a minimum of 12-.Consult specified in Section 1404.2 of the International Building Code". your design professional where necessary. Complies as an alternative to the weather-resistant sheathing Availability:The Fordfiber Building Systems Group%products papers specified in Section R703.2 of the International are distributed nationwide.For produce information and Residential Building Code®. pricing,please call a Fortifiber distributor near you.If you need assistance locating a participating distributor,please call our ICC-ES Evalua don Report No.3791. Customer Service Department at 1-800-773-4777. American Society for Testing&Materials(ASTM): Fortifiber Vlarranty:This product may be eligible for •ASTiVl D 779-Standard Test Method for WaterRerinance Fordfiber's FordShield 15 year warranty when used in of Paper,PaQa board,and Other Sheet Materials by the Dry conjunction with other Fortifiber products.Please see our Indicatm•Method website at www.fortifiber-cornfwarrantyhtm for details. •ASTMD 5034-Standard Test Method for Brzaking Strength Fortifiber Corporation warrants that its products are in and Elongation of Textile Fabric(Grab Test) compliance with their published speeificadons and are fine from •ASTME 84-Standard Tut Method for Surface Burning defects in materials and workmanship for a period of two years Cbaractaidia of Building Marrrinlr from the date of purchase.This warranty does not apply to loss • Standard due to abuse.Material found to be defective will be replaced at ASTM E96-StandTcrttYlcthod for Water Vapor ofMaandri& no charge by Fortifiber,but in no event shall Fortifiber be liable Trannufor any other costs or damages,including any labor costs, •ASTME 2178-Standard Tent Method for AirPer7mance of TFUS MRL•SS WARR,N IS G7VENINLEEUOFAND EXCLUDES BuddingMatelials ALL MIER EXPRESS ORMPLEED WARR&NMES,TirCLUDING •ASTME 2273-Startles d Tui Method for Determining the BUr NOT LbUMD TO THE IMPLIED WARRANTIES OF De E en o Exterior hmilation mrd Fbrirh Sync= A�RCEIAdTTAB1LIIYAND FITNESS FORAPARTiCVLAR OSE. saina g J� c3r f (F.1P'S)Clad W I Assev.6hes Fortifiber's sole obligations under this warranty are as set forth Physical Properties:WeatherSmart Drainable is continually herein.In no event shah Fortifiber be liable fommny lost revenue 3r or profits,direct,indirect,special,incidental oreconsequential tested in accordance with ASTM procedures.The values damages of any kind. shown in Table 1 are averages obtained in these tests. . Table I-Pkys&al P:opeiWes •�• • f 'el, - `r:. •LL�..:;5c•:+`Y�'3c-i''Y ' _+�-'i.;'it Ott� t >�-i� �.. Drainage ASTM E 2273 >9s% ~ >90% Efriclenry Pass MalstureVapor ASTM E 96 Procedure 105gtsm/day 35g/smIday lransmlzsion A(Oeslaant Method) 05 pums) (minimum) • . •r. - . Air Permeance ASTM E 2178 c0.02 VsfsgM 0.02 Vs/sgM at 7S Pascals Dry Breaking Farce AS7MD5034 MO-SI 16, Mo-401b, .• (Grab Test) CD-40lb, e0-3s lb, 1Alater Resistance ASTM D 779 >60 min m min(minimum) Class A Class A Flame Spread ASTM E 84 0-Pass 0-25 Smoke Developed ASTM E-84 20-Pass 170450 Y j Fortifiber Building Systems Group" �1 Protecting Your World frown the Eleutents° ®®®H Ca111-800-773-4777orl-775-333-6400•wwwfortifibercom. 0 reg WtiRbersuadln6 Syl_SGMUP•.fad(6bn-•&,0Shiek•,Mal1lcP-Sealant Hekellog%wWald from the rkmeide•andWeriAntnud•are tade�iedrw1166er CWPM6&rh6 P r r a r Ri 11 Due to the advanced drainage fea- tures of WeatherSmart Drainable, Afllashings must different installation methods are be a mwide.ide. of I' wr required. it is Important to follow Windowflange these instructions to ensure proper vl#h sealant seal around windows and doors. e This "Method Al•for Head weafherSmart Modified flashing Makable no Weather WeatherSmart Drainable Installa- t Rough barrier tion guide is designed for integral See Fig.galor ! hashing flanged window applications, proper methods of Integwhere the window is installed after flashing ad flashing and the weather-resistive barrier WeatherSmart (WRB)is applied. Compliance with Drainable. the building code and proper installation are critical in reducing c potential water leakage points. naam a Consideration should be given to go shed preparing the substrate, including Window comer cleaning the window flange and patch making sure the surfaces are dry and free of any debris. For best adhesion,an approved primer and J-roller are recommended. The following Fortifiber Building Systems Groups products are recommended for this method: •FortiFiash®Flashing,FortiFlash®Commercial Flashing or FortiFlash®Butyl Flashing •Moistop®Sealant and Liquid Flashing Moistop®Corner Shield •Fortifiber®Primer -WeatherSmart®Drainable . . Install WeatherSmart Drainable over an approved exterior sheathing. Starting at the bottom of one end of the wall,place the WeatherSmart Drainable roll horizontally (overlapping the comer by a minimum of 12') and roll out the first course evenly, wrapping over the window and door rough openings. ° Begin torr Place the membrane so that it is tight and of tz'awa flat. : ° from comer { ° ° e • 0 a p A • VERTICAL HORIZONTAL 0 0 1'crowned 24'O.C, staples that ° ° 6' 0 m� penetrate recommended 12'minimum hodwntal 0 0 studs. 0 ved1cal overlap toptlonao overlap � o ° Fordriber recommends using fasteners with 1"plastic ........ caps, or using 1"crown staples that penetrate the . studs to attach WeatherSmart Drainable so that it is taut and flat. The proper spacing for these fasteners is 24"on center,maximum. Closer spacing may be At vertical seams, apply Any succeeding course required based on site conditions a minimum 12"vertical should be placed horizon- overlap. When going tally over the lower course around corners, make in a weather-board fashion sure WeatherSmart with a minimum horizontal Drainable is pulled fight- overlap of 6`: ly and property fastened. o 'bead ofMolstop Apply a ale"bead of Sealant Moistop Sealant and Trim to ft 510 Liquid Flashing as shown and embed the 0 Inv rterl 0 45. o top edge of the Moistop me od o o Comer Shield.Install 0 atrough fasteners into the face to openings secure. Trim to width of 0 0 sill with sharp utility Fasteners Mo�oP knife. 0 0 Comer Shield At the rough opening, cut the housewrap in an inverted"Y" fashion.Make diagonal cuts at the top of the rough opening corners.Example:for 9"flashing measure as follows:9"up and 9'over 45'angle(a). Cut on the diagonal from marked point to the rough opening comer. Raise the top edge of the WeatherSmart Drainable and tape the comers and the center to the surface above. This will allow for the installa- tion of the window, the jamb and head flashing later. AH flashing should be Vertical cuts firmly roiled here using a J-roller. n Comer Patch Fold onto ©� sill. sill siliHashing Hashing \ 6'x9"Comer R.O.\+ patches compledy ofjamb Hashing covers the ComerSh/eld piece. Cut the sill dashing to the width of the rough opening Cut two comer 6W'comer patches using 9"flashing. Plus twice the jamb dashing width. (R.0. +2x width Install comer patches over each Moistop Comer of jamb dashing).Remove the release paper and Shield at the jambs. install the sill dashing in place. Make a vertical cut at each jamb and fold the dashing onto the sill. Once in place, all dashing should be firmly rolled using a J-roller. o B ® ' " 6► i Window " E :f� F -----Apply continuous 3Yinch bead ofsea/ant on window flange. J� / i Extend Jamb flashing 2' Window ham the top flange of the head 2'drafnage gap Hashing. _ A/!gn the flashing Before installing the window, apply a Me" bead off window frame wNh Hush against the Mofstop Sea/ani and Liquid Flashing to the backside the adhes've sbfp covering e entire (interiotj of the mounting flange leaving two 2"drainage %fndotvflange. gaps at the sill.Install the window according to the win- dow manufacturer's instructions. t Jamb flashi Prior to installing the jamb flashing wipe the jamb flange and WeatherSmart Drainable to ensure proper adhesion. Then cut two strips of flashing long enough to extend 1"beyond the sill flashing and 2"below the top of the head flashing. Remove the release paper and align the flashing flush against the window frame with the adhesive strip covering the entire window flange. Follow this procedure for the other side of the window. ® , Af ARowkfen g head r the Rashfng Rush against the Rashing to prop1dy seal window frame with the adhesive strip jamb Rashfng. Apppty 9'minlmum covering the entire window Range. FortiFfash over _y entire dfagonaI cuts In j weather-resis(ive banfec Head � ? Rash/ng ; ' ^ i Wipe the head flange, and jamb Bashing. Cut a piece of Finally, allow the flap of the weather-reststive barri- Hashing long enough to ensure that the head flashing er at the head to lay Bat over the head Bashing. Cut extends a minimum of I"beyond the jamb Bashing.Install a piece of 8"Bashing to make two diagonal patch- the head Bashing by pressing Brmly in place in one direcBon es and install over the entire diagonal cut made in to prevent voids. Once in place, all Bashing should be the weather-resistive barrier and roll fimtly in place. firmly rolled using a.1-roller war + S Provide a back dam This recommenda- _ min and air seal to the tion refers to the inside of the rough most commonly ' opening. The configu- used types of win- ration of the back dows(surface Illi dam will vary based mounted).For other on the profile of the types of frames, window being special attention installed. should be paid to the window manu- facturers Instruc- tions. Windows,window flashings and weather barriers must be properly Integrated in order to form a comprehensive moisture control system. The windows shown in this guide follow the Method "Al"window installation and refer- ence the AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION. Also,you can find other detailed instructions on how to integrate weather barriers and window flashings at www.fordfibercom Limitations:Weathersmart Drainable should be covered within 120 days.Inspect product to ensure it is free of any protrusions or damage which may detract from theFortifiber Building weather resistive barrier integrity.Holes,tears or punctures should be sealed with Systems Groupe Molstop Sealant or Fortlflber Sheathing Tape.This product is not recomended for if, horizontal,roofing or below grade applications.Ensure that a layer of Super Jumbo Protecting Your World from+the Elements- Tex 60 Minute Is used to separate WeatherSmart Drainable and Portland cement stucco or mortar used in masonry veneer walls. NAMONAL SALES OFFICE Reno,Nv aniq .. ........ io A A 271 J i J ; �,•�� L a A.. _7 d AGGRESSIVE,TACKY ADHESIVE AIDES IN SPLICING TO VARIOUS NON-SILICONE SURFACES. atm STRONG PET CARRIER ADDS DIPAEN51ONAL STABILITY AND STRENGTH. A EXCELLENT BALANCE OF TACK,PEEL,AND TENSILE STRENGTH. 0 MAINTAINS ADHESION AT LOW TEMPERATURES. NAK- j ? EXHIBITS EXCELLENT AGING AND WEATHERING ur PROPERTIES. _4 PROVIDES AN OUTSTANDING SEAM AND LAP SEAL. MAY BE APPLIED DOWN TO 10°F(400c). 0 DESIGNED FOR USE WITH HYDRO TEX-,Jumoo TEX" PLYDRY').1WEATHERSMARTOAND WEATHER TEXO WEATHER RESISTIVE BARRIERS. 1939 AN_*�WN,1-00-- R L Property Fortiffber Sheathing Tape Ralf Dimensions I 7/8"x 55yards;3'x 55yards Adhesive Acrylic Backing Coated Polyester Film Peel Adhesion(stainless steel) 20 oz./inch TensileStrength 37 lbs./inch Elongation 110% Call x-800-773-4777 or -77S-333.6400 Fortifiber Building Systems Groupo for sales and technical assistance. Protectijig Fbin-T-Voi-ldfi-ons the Ele»rentt® On the Internet visit www.fortifiber.com. ardiePlank° y® Lap Siding 711 JamesHardie EFFCE MAY INSTALLATION REQUIREMENTS-PRIMED&COLORPLUSO PRODUCTS Visit wmvhardfefnstadailo comfortthemostre6en® SELECT CEDARMILL°•SMOOTH•CUSTOM COLONIAL"SMOOTH•CUSTOM COLONIAL"ROUGHSAWN CUSTOM BEADED CEDARMILL°•CUSTOM BEADED SMOOTH•STRAIGHT EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITHAPPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE"'PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"' APPLIES TO YOUR LOCATION,VISiT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: m CUTTING INSTRUCTIONS Slam flat and keep dry and covered prior OUTDOORS I NDDORS to Installation instaging siding wet or t-Pbsiltaf QAdrg sfdiml so thatsvnd w3 blav dust away hon user I.DA o*using scorn and snap,or shears(manual,electric o-pneumaec), saturated may result n shrinkage al butt and others n I"am 2 Position cuehg station In wail-ventilated area Pints.Canyplanks an edge.Protect 2 mu d ft W614 mefhc edges and comers from breakage.James e.Best L Score and a sup Handle Isnot responsible for damage b eetier L post 'dacra a 1 NEVER use a power saw indoors caused redue+rgdnzlusrnvegrypedvAtira AMr3fuse arawbrsmriVzdahaldcal esratrytlxF�rdksa<vbladapzde by Improper storage and handling eBl2ds'sax bitde andirEPA vzaum erbaciorl NEVER dry weep—Use wet suppression or NEPA Vacuum c.Good L of the product. mdrigciadarmyvhthal@rtf saubWe ?t t �:M,��,,• ffi fo�ywefahvebrmoderanmAeng) �F�dNoiePorrrodmum prnlactlonlbhestresyiab't dusiproductla>),JarrrsFfriQaraoorrunmrk aNrays u9rg'8rs;"•Ierdaultinjrnathods vdtemlersbf°. Mabmrectiftprac5=10 eshardeoa tohcane yurdalrnr„ ,lion"appop�leMtrgmelhodtalurlobreprkanat Icon azbaq � as donolcorpy with ore above ioacCces.Sou9reulde}vraysansue a 4tam hndattaikgleftorcmfzctJzmesHudie rorhythernamawo han. GENERAL REQUIREMENTS: Sru'° • HardiPlmk°lap siding can be Installed over braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7116 in.thick OSB sheathing.See general fastening requirements.Irregularities In training and sheathing can mirror through the finished application. • Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.lamehardle.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration andjunction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water Infiltration. James Hardie does manufacture HardieWrap°Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Handle products all clearance details in tags.3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6 in.In the first 10 ft.. Figure 1 Double Wall Single wall • Do not use HardfePlank lap siding In fascia or Ulm applications. construction construction • Do not Install James Hardie products,such that they may remain in contact with standing wafer: vmer•resbuve baldertwin noting • HardlePlank lap siding may be Installed on flat vertical wall apprlcations only. saoda z4 in eemar • For larger projects,including commercial and multi-family projects,where the span of the o�'t1eae'hg wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and molsture movement of the product In their design. These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie*Siding Products"at YA w.JamesHardie.com. • DO NOT use stain,oiValkyd base paint,or powder coating on James Hardie"'Products. INSTALLATION: JOINTTREATMENT One or more of the following Joint treatment options Figure 2 Nlinid^olf mit ' are required by code(as rafarenced 2009 IRC swd present place R703 f0.2j press t A.Joint Flashing(James Hardie recommended) -'� iQ 11 from B.Caulking'(Caulking is not recommended ", ''� for ColorPlus for aesthetic reasons as the ° top of plantg Caulking and ColorPius villi weather ° cili ferentiy.For the same reason, s s °g °° •Water ave do not caulk nail heads on °° �•� barrier ColorPius products.) ly,�eP� „y °• o rasterer C "H"Jointer cover °° 000 hdaia 11/4 n.stzrtership top� aesreaoonsBlenlplmirangle .. maderabncslalrolznktsl�knts °° ° conlxY Ewe appropriate gap baeveen phi ed tri,,go� Note:RddpaIntirag over caulking may produce a sheen difference when compared to the field painted PdmePlus. 'Refer to CauRdng section In these instructions. 'ForaddRiawl Information on HarcleWrap°Weather Bartter,consul James Herne at 1-866.4Hardle a wwwJlardlehvrap.com WARNING:AVO10 BREATHING SILICA OUST A Jamoonbin resphable mYsladlne sllka wNrh rs knorm W M State of Calrfimla n ease anter and is considered by e1RC and NOSH n be a arose of avoir hoamme o��al naease ease tlsl¢ respiraNe sola dust an also cruse a dLtabletg olid twtentWy Intal amg time�sNcuslx and has been erfred svler other diseases Sage studiesaggest nrahr9 hsslalkllorr a handing til work h outdoor areas weh ample veMialkrs;fd use Abereement shears for cutting a,where not feasible.use&**,9Ieda•sawblade ragod Nmwmveddust mask aresptala fe.g.N-95)n acwGna withtp tueriEPAvacuumsawetdewWmadods-rwmdryswaep,rmk�nfomratbnrefer NWSiAUCtfONSrMY S�ttx1SPERSOHNLNAIRYahnFilTH udle.arnabymdtrwll-e00.9!{hROtE(I-800-942.7343). FAALREl fEAET00WW0NGS,iRE,AND 1511119-1`114 05/16 AME CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wali Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding Z-Flashing AAsulred ' bbyy 1 roue Min.K In. w. Do not caulk `-A'� Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Z-F hen '.' NmIn. ashing9 Z• hing M6o• Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension ecanmendedkrlff7t7 �lln a k r. FASTENER REQUIREMENTS** Blunt Nalft Is the preferred method of installation for HardiePlanks lap siding products.Face naling should only be used where required by code ror high wind VMS and must not be used In con)unctlon with Blind nailing(Please see JN Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood framing •Siding 111211(0,09 In.shank x 0,221 in.NO x 2 in.long) •6d(a.113In.shank x 0.267 in.NO x 2 In.long) •119a.roaring nal!(0.121 in.shank x 0.371 in,NO x 1.25 in.long) •Skiing nall(0.09 In.shank x0.221 in.HD x 2 in.king) Screws-Steel Framing Screws-Steel Framing e Ribbed Wafer-head or equivalent(No.8 x 1114 In,long x 0.375 in.HO)Screws •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 io.long x must penetrate 3 threads into metal framing. 0.323 in.HO)Screws must penetrate 3 threads Into metal framing. Nalls-Steel Framing Nails-Steel Framing •Er&F Panelrast'nails or equivalent(0.10 In.shank x 0.313 in.NO x 1-1/2 in. •Er&F pin or equivalent(0.10 in.shank x 0.25 in.HQ x 1-1/2 in.(cog) long) Nails mustpenetrate minimum 1/4 in.Into metal Gaadng, Nails must penetrate mtrumum 1/4 In.Into metal framing. OSB minimum 7/16In. OSB minimum 7/16 In, •Siding nal[(0.09 in.shank 0.221 In.HD x 1-1/2 in.bng)• •11 ga.roaring nail(0.121 In.shank x 0.371 in.NO x 1.75 In.long) •Ribbed Wafer-head or equivalent(No.8 x 15/8 In.long x 0.375 In.HD). stud 24 In. _�� O.C.mac Stud 24*max i' Figure 15 Figure 16 u1 h min. Minimum overlap I y� Noeune! for Both Face and Blind Nailing . 4 111.-1117. _ f� Blind Nae o tam nae min.1 114 In. 1 i overlap ' WslerRrstseva T I a+lm+eslsave 114'm1rL Bader hmfer Overlap Laminate sheet to be removed immediately after installation of each course for colorPlus°products. 'When face nailing to OSB,planks must be no greater than 91/4In.wide and fasteners must be 12 in,o.c.or less. Alm see General fastening Requfrernew,and when consldedllg ahem Ilve fastening options refer to James Hardee Technical Bulletin Lee 17-Fastening Tips for H+rdaPla*"(ap Skiing. H511118P2/4 Vii w GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stairdess steel. James Hardie products can be hand nailed or fastened with a pneumatic loot. Electra-galvanized are acceptable but may exhibit premature carrosfon, Pneumatic fastening Is highly recommended Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanifed nails. fastener is driven snug with the surface of the siding.A Bush mount James Hardie Is notresponsible for the corrosion resistance of fasteners, attachment an the pneumatic toot is recommended.This wig help control the Stainless steel fasteners are recommended when Installing James Hardlee depth the nail is driven,if setting the nag depth proves dilikug,choose a Products near the ocean,large bodies of water,or in very humid climates, setting that under drives the nail.(Drive under driven nags snug with a Manufacturers of ACO and CA preservative-treated wood recommend spacer smooth faced hammer-Does not apply for Installation 10 steal framing). materials or olher physical barriers to prevent direct contact of AC0 or CA preservative-treated wood and aluminum products.Fasteners used to attach tl�N tins 9 HardleTdm Tabs to preservative-treated wood shag be of hat dipped ccunfersunk, zinc-coated galvanized steel or stainless steel and in accordance to 2009 i IC snug Hush fill(&add nail R317.3 or 2009180 2304.9.5. DO NOT DO NOT Figure A Figure B under ddve nails staple • Consult applicable product evaluation or Ilsting for correct fasteners type and placement to achieve specified design wind toads. PAINTING • NOTE:Published wind loads may not be applicable to a8 areas where Local 00 NOT use stain,og/alkyd base paint,or powder coaling on James Hardie° Building Codes have specific lurisdictlon.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed 100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space),(fig.A) spec(Bcations.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. • if nail is countersunk,NI nag hole and add a nag.(tig.8) CUT EDGE TREATMENT • For woad framing,under driven nails should be bit gush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up Ms are hammer(For steel framing,remove and replace naili. required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardlePlank should be fastenedwih even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best resufia use an Ehastomedc Joint Sealant complying with ASTM 0920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. 0834.CaulWngJSealantmust be applied In accordacce with the caugdng/sealant manufacturer's written Instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow tooting. COLORPLUS°TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie®ColOrPhrs®products.During Installation use a wet soft cloth or soh brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nag heads using the ColorPlus°Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardteP(ank'lap siding with ColorPlus Technology. •Laminate sheat must be removed immediately after Installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk Color matched caulks are available from your colorPlus'product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,avallable from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hanle ColorPlus products. Problems wllh appearance or performance arWng tram use of third party touch-up paints or paints used as touch-up that are not James Hardie tach-up will not be covered under the James Hardie CnlorPlus Limited Flnish Warranty. PAINTING JAMES HARDiE°SiDING AND TRiM PRODUCTS WITH COLORPLUS°TECHNOLOGY When repainting ColarPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensue the surface Is dean,dry,and free of any dust,dirt,or mildew •Reprimfng Is nomtafiy not necessary •100%acrylic topcoats are recommended •00 NOT use stain,og/alkyd base paint,or powder coating an James Hardie'Products. •Apply,finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature •00 NOT caulk nail heads when using ColoAus products,refer to tihe ColorPtus touch-up section HSI1119-P314 05116 �O COVERAGE CHARPESTIMATIHG GUIDE Number of 12 IL planks,does not include waste COVERAGE AREA LESS OPENINGS HAROIEPLANr LAP SIDING WIDTH so 51/4 6114 7114 7112 8 81/4 91/4 9112 12 (1 S0=100sq.(L) (exposure) 4 5 6 6114 6314 7 6 8114 103(4 1 25 20 17 i6 15 14 13 13 9 250 40 33 32 30 29 25 25 19 3 4 75 60 50 48 44 43 38 38 18 37 5 125 100 83 oo 80 67 00 74 71 63 63 47 6 ISO 120 100 96 89 86 75 75 55 7 175 140 117 112 104 100 68 a8 65 8 200 160 133 128 119 114 too 100 74 10 250 2DU 167 160 148 143 M 93 9 225 180 150 144 133 129 117 113 04 11 275 220 183 176 163 157 138 138 102 112 300 240 200 t92 178 171 150 150 112 4 325 260 217 208 193 186 163 163 121 15 350 375 300 � 240 222 207 214 lea 188' 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 20 450 360 300 288 267 257 225 225 167 Soo 400 333 75 380 W 320 296 2681 6 2500 150 186 This coverage chart Is meant as a guide.Actual usage Is subject to variables Such as bullding design.James Hardie does not assume responsibility for over or under ordering of product RECOWTICH.InazardanceI*ICC-ESEvalwtlooRepotIESR•1290,HamfePluMbpsldVIsre gdudasasoeadea%mateb1hatsl�pedledo:AaI006,200962012Wemalioaal Cade(orone• dda fa6ngFL D9 ade Cow18 F{xfda HpANa102-0729.02,U.S.Dept.01HUU MUderirlsRelm 12263;Tess efl d(nm�rerws Modnd�ErduaOW EG23.M of Hew YeAVCilyolUsAngeles Res each E 223-4114��ard01 wa FlaDSA PA-019.These dDc mentsAPM&abe==hd0xedditkadtdommtaeanam6gThesutabkofftproductforVmTwappk3dm. 02016JamasHa*8u1d1wgPMdu-Is.ANdShEsmsuaed AddilionallnslanaUon Information, a SIA RMN TeeaE to Urde 0 Is 2leglVere demvks or � o Jarna5ltardla7edrobgyfNdled98areglstecedbademaat Warranties,and Warnings Bre available at dJunes Her&Teivplogyumdw. www.jameshardle.com JamesHardae Panef<ast Is a mg1st3nd bademadof ETaF Fastening Systems,wa:. HS11119P4/4 o5/16 PARR LUMBER CO-WANKERS CORNER PARR 2351 SW Borland Rd. West Linn,OR 97068 L UIM F " 503-638-7575 ro R: Quote Name: Hampton Ridge-Bldg 5 Quote Number: SQPATKO02325_1 Customer: Lifetime Exteriors Created Date: 4/29/2022 Payment Terms: Modified Date: 4/29/2022 Sales Representative: Kevin Conner Mobile: PO Number: kevin.conner@parr.com Total Windows: 44 Weighted Average: U-Factor:.27,SHGC:0.3,VT:.56 Total Doors: Total Sq Ft: 960.00 Comments: Total Perim Ft: 856 Est.Delivery: For warranty information please visit www.inif iimd.Cowai-ra . n*. / Billing Information Shipping Information Name: Lifetime Exteriors Name: Address: Address: Phone: Phone: Fax: Fax: Email: Email: Line: 1 Location: Quantity: 2 Style Line V250,6110,HV,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $235.24 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $37.41 Operating Control Device $23.06 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Half Vent Item Total: $334.23 '—( Size=R0:48"x 48" Line Total: $668.47 Net Frame:471/2"x 471/2" Handing=XO Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX I Spacer Glazing=Dual Glaze fl Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 211/8"x H 45"Sq.Ft.6.6,Egress:Yes Other Ratings=CPD:MIL-A-153-07526-00001 Viewed From Exterior Customer Approval: Quote Number: SQPATKO02325_1 Print Date:4/29/2022 Page 1 of 6 Line: 2 Location:NON-TEMPERED Quantity: 8 Style Line V250,6210,DSH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $457.15 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $58.94 Operating Control Device $46.12 Fresh Air Flow Vent $36.90 Tariff $1.62 ---- _ Model=Single Hung Two Wide Item Total: $600.73 Size=RO:60"x 60" Line Total: $4,805.86 �J^ Net Frame:591/2"x 59 1/2" Dimensions=Sash Height:One Half Composite Method=Vertical:IMR Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh _ Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 271/4"x H 26 3/8"Sq.Ft.4.99 Other Ratings=CPD:MIL-A-154-07519-00001 Viewed From Exterior Customer Approval: Line: 3 Location:TEMPERED-LEFT Quantity: 5 Style Line V250,6210,DSH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $457.15 Custom Glass Option $153.24 Operating Control Device $46.13 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Single Hung Two Wide Item Total: $695.03 Size=R0:60"x 60" Line Total: $3,475.16 Net Frame:59 1/2"x 59 1/2" Dimensions=Sash Height:One Half Composite Method=Vertical:IMR Glass=SH 1.1 Lower left Vent,SH 1.1 Upper Left Fixed:1/8"SunCoat(Low-E)Tempered over _ 1/8"4th Surface HP Coating Tempered with Gray EdgeGardMAX Spacer,SH 1.2 Lower Right Vent,SH 1.2 Upper Right Fixed:3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer 't * Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock T _ Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 271/4"x H 26 3/8"Sq.Ft.4.99 Other Ratings=CPD:MIL-A-154-07520-00001 Viewed From Exterior Customer Approval: Quote Number: SQPATKO02325 1 Print Date:4/2912022 Page 2 of 6 Line: 4 Location:TEMPERED-RIGHT Quantity: 5 Style Line V250,6210,DSH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $457.15 • Custom Glass Option $153.24 Operating Control Device $46.13 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Single Hung Two Wide Item Total: $695.03 Size=RO:60"x 60" Line Total: $3,475.16 I I Net Frame:591/2"x 591/2" Dimensions=Sash Height:One Half Composite Method=Vertical:IMR Glass=SH 1.1 Lower Left Vent,SH 1.1 Upper Left Fixed:3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer,SH 1.2 Lower Right Vent,SH 1.2 Upper I Right Fixed:1/8"SunCoat(Low-E)Tempered over 1/8"4th Surface HP Coating Tempered with Gray EdgeGardMAX Spacer Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock i T ______ ___ _ Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 271/4"x H 26 3/8"Sq.Ft.4.99 Other Ratings=CPD:MIL-A-154-07519-00001 Viewed From Exterior Customer Approval: Line: 5 Location: Quantity: 10 Style Line V250,6210,DSH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $500.20 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $70.21 Operating Control Device $46.13 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Single Hung Two Wide Item Total: $655.06 Size=RO:72"x 60" Line Total: $6,550.58 Net Frame:711/2"x 59 1/2" Dimensions=Sash Height:One Half Composite Method=Vertical:IMR Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer I Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 33 1/4"x H 26 3/8"Sq.Ft.6.09,Egress:Yes Other Ratings=CPD:MIL-A-154-07519-00001 Viewed From Exterior Customer Approval- Quote Number: SQPATKO02325_1 Print Date:4/29/2022 Page 3 of 6 Line: 6 Location: Quantity: 8 Style line V250,6210,SH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $234.73 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $35.36 Operating Control Device $23.06 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Single Hung Item Total: $331.67 Size=R0:36"x 60" Line Total: $2,653.36 Net Frame:35 1/2"x 59 1/2" Dimensions=Sash Height:One Half Glass=3/32"SunCoat(low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX I Spacer Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC35 E Clear Opening=W 33"x H 26 3/8"Sq.Ft.6.04,Egress:Yes Other Ratings=CPD:MIL-A-154-07519-00001 Viewed From Exterior Customer Approval: Line: 7 Location:TEMPERED Quantity: 2 Style Line V250,6210,SH,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $213.20 1/8"SunCoat(Low-E) Tempered over 1/8"4th Surface HP Coating Tempered $124.03 Operating Control Device $23.06 Fresh Air Flow Vent $36.90 Tariff $1.62 Model=Single Hung Item Total: $398.81 r -- Size=RO:30"x 60" Line Total: $797.62 Net Frame:291/2"x 59 1/2" Dimensions=Sash Height:One Half Glass=1/8"SunCoat(Low-E)Tempered over 1/8"4th Surface HP Coating Tempered with Gray L- EdgeGardMAX Spacer"---- I Glazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock EL Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC35 Clear Opening=W 27"x H 26 3/8"Sq.Ft.4.95 Other Ratings=CPD:MIL-A-154-07520-00001 Viewed From Exterior Customer Approval: Quote Number: SQPATK002325_1 Print Date:4/29/2022 Page 4 of 6 r Line: 8 Location: Quantity: 2 Style Line V250,6110,HV,13/8"Setback,Ext White/Int White,U-Factor:.27,SHGC:.30,VT:.56 $209.10 • 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $28.19 Operating Control Device $23.06 Fresh Air Flow Vent $36.90 Ta riff $1.62 Model=Half Vent Item Total: $298.87 Size=R0:48"x 36" Line Total: $597.74 I�' r Net Frame:47 1/2"x 35 1/2" Handing=XO Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer IGlazing=Dual Glaze Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh I i i Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 211/8"x H 33"Sq.Ft.4.84 Other Ratings=CPD:MIL-A-153-07526-00001 Viewed From Exterior Customer Approval: Line: 9 Location: Quantity: 2 Style Line V250,6340,PW,13/8"Setback,Ext White/Int White,U-Factor:.25,SHGC:.33,VT:.63 $83.54 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $9.74 Ta riff $1.62 — Model=Picture Item Total: $94.90 —__ Size=RO:24"x 24" Line Total: j $189.79 Net Frame:23 1/2"x 23 1/2" i Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer Glazing=Dual Glaze Ratings=STC:No Rating,OITC:No Rating,PG:CW40 Other Ratings=CPD:MIL-A-178-05512-00001 i i Viewed From Exterior Customer Approval: Quote Number: SOPATKO02325_1 Print Date:4/29/2022 Page 5 of 6 k c PARR LUMBER CO-WANKERS CORNER PARR 2351 SW Borland Rd. West Linn,OR 97068 r L U M B E R 503-638-7575 Submitted By: Material Subtotal: $23,213.73 Grand Total(USD): $23,213.73 Accepted By: Date: - - - -- ---- - - ------ - ---- --- - -- -- - -- --- ---- --- -- - -------- ---- For warranty information please visit%vww.milgard.com/warranty/­ Please note that actual NFRC energy values may vary from those reported in CTB Quote Plus due to variations that may occur during the manufacturing process.In most cases variations will be minimal.Please contact your Milgard location with questions or concerns regarding this potential variation. Painted Vinyl Note:For stucco applications,please follow the Milgard Stucco Tape Guidelines https://www.milgard.com/sites/default/files/u/u57666/stucco taping guidelines 0920 pdf. Handing is viewed from outside looking in. ADDITIONAL INFORMATION: Quote Number: SQPATKO02325-1 Print Date:4/29/2022 Page 6 of 6 W _ ♦`d O../ i K K Tri' K� 3 T Ab M b d L/l � 30 2 0 O �? 288 �^ 74 27 U 73 26 72 A 71 25 70 24 QJ 69 23 22 49 a5 0 68 71 - 67 qti ga S 66 00 bs 20 0 64 H t— 63 18 o17 �� 61 16 9 9 q �► 1 11 99 15 0 14 13 12 6 60 11 y'rt, k C UULV J 59 !Ol 102 Q 10 103 �• (1 d 9 104 l 11 O H 8 �1 d o 7 ju f ^- - xC 1 1 d< 3 Q H oFFlcs 4 a W 3 2 COO H 1 as 04 h Y W Q F (1 �. tl WhW V � l H l li x Ell 1 1 1 J r 6 1 c H C H dOdf,fAVENUE