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OFFICE COPY ;., y fig®.:.t 7 7650 SW Beveland St J` I ;U TM RIPPEY Suite 100 '. DH 31SION — CONSULTING ENGINEERS Tigard,Oregon 97223 CO N TIN Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL DETAIL & CALCULATIONS FOR Hampton Ridge Apts. — Cantilever Joist Repair TMR # 22145 May 25,2022 PAGE GENERAL NOTES NI REFERENCE PLAN P1 REPAIR DETAIL SK1 CALCULATIONS Cl OFFICE COPT ot0 PROffssi CITY OF TIGARIX. v oG%NEE4, tiq REVIEWED FOR CODE COMPLIANCE 80519 Approved: ] Ljam--+ OTC:: [ I ORE N Permit#: . )C ]0. /C30 7 O 21. JV Address: 10. p t 1y 7 u•d A 'SWARD\Lis Suite#: EXPIRES: 06-30-23 ' Date: `6.9-22 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 f ' S GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE,REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: LIVE LOAD:60 PSF • EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF 15%BEFORE INSTALLATION OF GYP.BOARD AND OF BRICK VENEER AND VERIFIED BY THE GENERAL CONTRACTOR. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED.GRADES SHALL BE NOTED ON THE PLANS. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. DO NOT INSTALL 0.148"x 1 1/2"NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE PLANS&DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: NAIL CALLOUT DIAMETER LENGTH FLOOR SHEATHING NAILS 0.131" 2 1/2"(RING SHANK) SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR PS 2,OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED,TONGUE-AND-GROOVE,OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.10.1. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS. .1 TM RIPPEY 11 Consulting Engineers By: KEK Date: 7650 SW Beveland Street Chic By: Date: Suite 100 22145 Tigard,Oregon 97223 Job#: Phone:(503)443-3900 Sheet: N1 pp S.W.FIR STREET Hampton Ridge Apartments 13301 SW 72nd Avenue. 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AHBL ,ECE vED CITY OF TIGARD III 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 rr Nib REVIEWED BY: Andrea Sauter, PE, SE Project Manager Dan Booth, PE, SE Principal DATE: May 2022 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors • Neighbors 11 rI Structural Calculations / Nib • For A H B L 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: Rq� Guardrails 200-lb concentrated .. I NF ion or 50-pit 84OWE . " Intermediate railing 50-lbs over 1ft2 70 - N Project Description 9 4'0472 29��', The project consists of the design of aluminum railings to be L. L, 63�� 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. 05/21//2022 Loading Diagram Project: Hampton Ridge Apartment Railings Project Number: 2220431.20 Date:05/17/22 By:JCH 0 Aluminum Design Manual 2015 Edition&2019 OSSC Structural Load Diagrams Note: Loads shown are unfactored and in accordance with ASCE 7-16. "Mt Reactions V = 217 Ibs M = 9719 in-lbs Ps M . • • _..f Fascia Mounted Railing Project: Hampton Ridge Apartment Railings Project Number 2220431.20 Date:05/17/22 ' By: JCH �' H B L Aluminum Design Manual 2015 Edition&2019 OSSC Custom Railing Extrusions 2.376 2.376 2.376 2-378 EEIE - INTERNAL Pon BRACING FOR ENO POSTS WON CABLE nNIU. PE—POST EXTRUSION PROFILE PE—POST EXTRUSION. SCALE=1:3 W/INTERNAL POST BRACE SCALE=1 3 Typical Railing Post Reinforced Railing Post for Cable Railing TR—ZOO PROFILE SCALE 3.50 75 125 -3,-.- 2.125 ose ,.o1d 2.50 BR-100 BOTTOM td — Fi RAIL W/RCB1 SCALE=1:3 Fl—FLAT INFILL FOR SERIES TR200 & TR999 (WHEN USING CABLE) Bottom Rail Qfi iLIFE.11 — IF 8.825 INFILL FOR SERIES TR200 TR999. & 400 (WHEN [41 USING GLASS OR PICKET, SCALE=1:3 Top Rail Picket Project: Hampton Ridge Apartment Railings Project Number 2220431.20 Date:05/17/22 • By: JCH OH weB naL Aluminum Design Manual 2015 Edition&2019 OSSC Railing Post-Balcony Mounted and Deck Mounted Section Properties Material Properties A(in2) 1.010 (6063-T6) Post Spacing 52.125 in I,,(in4) 0.852 Fy(ksi) 25 Concentrated Load 0.217 k Sc(in3) 0.717 Fn,(ksi) 30 S1(in3) 0.717 Fey (ksi) 25 LTB A 19.18 r,,(in) 0.918 E(ksi) 10,100 ryy(in) 0.919 C, 78.4 ; ![,S,,,, � Z(in3) 0.8529 \(' `'/ ./ b(in) 2.376 t(in) 0.1 Flexural Limit State Reference 0 M„P/0(kip-in) Max Length(in) Rupture F.2 1.95 13.12 60 Yielding F.2 1.65 12.92 60 Local Buckling* F3.3 1.65 10.73 49 Lateral-Torsional Buckling 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/D for A<A1 Al F/0 for Al<A<A2 A2 F/0 for X>X2 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 F..Ap it By: JCH Aluminum Design Manual 2015 Edition&2019 OSSC RHBL Picket Infill Design 5/8"x 5/8"x 0.05"picket railing for intermediate guard load of 501bs over one square foot Section Properties Material Properties A(in2) 0.115 (6063-T6) Picket Spacing 4.5 in I,�(in4) 0.006 Fty(ksi) 25 Concentrated Load 0.019 k Sc(in3) 0.020 Ft„(ksi) 30 (at center of picket span) St(in3) 0.020 Fey(ksi) 25 Z(in3) 0.0248 E (ksi) 10,100 b(in) 0.625 C, 78.4 t(in) 0.05 Flexural Limit State Reference 4 M„p/0(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 X<A1 Al F/0 for Ai<A<A2 A2 F/0for A>A2 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 mac, Aluminum Design Manual 2015 Edition&2019 OSSC 0 H B L TR-200 Top Rail with Flat Infill Plate(Glass/Picket Infill Plate Similar) Section Properties Material Properties A(in2) 1.011 (6063-T6) Post Spacing 52.125 in Win') 0.469 Fry(ksi) 25 Concentrated Load 0.217 k Sc(in3) 0.486 F,„(ksi) 30 LTB A 54.0 Si(in3) 0.554 Foy(ksi) 25 Lb r (in) 0.681 E(ksi) 10,100 d = 1.2ry lieT, ryy(in) 1.244 C, 78.4 Z(in3) 0.6249 Flexural Limit State Reference 0 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/0 for A<A1 Al F/0 for Xi<k<X2 A2 F/0 for X>X2 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:2220431.20 124 FM Date:05/17/22 lair , By: JCH Aluminum Design Manual 2015 Edition&2019 OSSC D BR-100 Bottom Rail Section Properties Material Properties A(in2) 0.394 (6063-T6) Post Spacing 52.125 in l (in4) 0.143 Fry(ksi) 25 Concentrated Load 0.050 k Sc(in3) 0.135 Fn,(ksi) 30 St(in3) 0.135 F,y(ksi) 25 LTB A 15.5 r,�(in) 0.602 E(ksi) 10,100 Lb ryy(in) 0.358 C, 78.4 3 1.2ry cb Z(in ) 0.1897 Flexural Limit State Reference 0 Mnp/0(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 X=b/t F/01 for A<X1 Al F/4 for A1<A<A2 A2 F/0 for A>A2 Elements-Uniform Compression-Flat Flange elements supported on one 14.5 7.3 13 10.66 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 s`'! Date: 05/17/22 By: JCH Aluminum Design Manual 2015 Edition&2019 OSSC AHBL Railing Connections TR-200 Rail to Post (4) S.S. #1 Ox3/4" TEK Determine Capacity of Screws (4)#10 SCREWS TO POST 0.07"ALUM THICKNESS, MIN TR-200 O 3 detFi 525 # SHEAR= MIN I2 D t Ftu 798 # 236"X2)i" POST RIO 175 #/screw (4)Screws = 700 # OK RCB1 Bracket to 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 f2 3 SHEAR= MIN de t Ftu 525 # 2 D t Ftu 798 # R /O 175 #/screw (2)Screws = 350 # OK RCB1 BRACKET W/SS#1OX1)6" TEK 4" BR-100 SCREW O.C. S.S. #1 Ox3/4" TEK DECK SURFACE - Project: Hampton Ridge Apartment Railings Project Number 2220431.20 Date:05/17/22 OW '. , Aluminum Design Manual 2015 Edition&2019 OSSC Post to Knife Plate Connection Determine Capacity of Bolt Group (2) 3/8" 1 Bolts m, .o el 1/8"thick alum tube&1/4"alum T-Channel Bracket RA-PKP -__-r� jlry (ALUMINUM Bolt Shear:AISC 360-10, J3 KNIFE PLATE) --',,=i_ T. Rn = Fn Ab Fn 33.8 ksi (2) 0.375"x3.50" THRU BOLT w/ Ab 0.2 in2 (2) 3/8-16NUT-18-8 W/2 3/8 RA-PE 4 2 LOCK WASHER & (4) FS-746-FLATW-18-8 R„K2 3.31 kips/bolt Bearing at Alum: I Fu, 30 ksi -4 _ fl 1.95 R„= MIN Id,t Ftu 5.63 kips/bolt v. 2 D t F„ 5.63 kips/bolt el Rn/II 2.88 kips/bolt Pau(#) 5769 Actual P(#) 2991 OK - Project: Hampton Ridge Apartment Railings Project Number 2220431.20 �s Date:05/17/22 Mr VA, - By:JCH Aluminum Design Manual 2015 Edition&2019 OSSC 0 H B L Railing Bottom Bracket Connection Determine Allowable V (4) 1/2"dia Thru Bolts with Simp DTT2Z Holdowns Shear Capacity: Cd Z 460 #Ibolt :: _ V 1840 #total (4 bolts)(Cd= 1.0) _ 1" Tension Capacity: nivoll ") Simpson DTT2Z 1 1 _ I" "i gligill I i. i I Tallow 1825 #/holdown (Cd= 1.0) ta_sr:n SIMPSON DTT2Z `d Vmax(#) = 217 V all (#) = 1840 OK ♦ I , ' I z ' T max(#) = 1851 o - ? T all(#) 1825 Marginal-OK N -; lj �!I� •I FRONT VIEW HAMPTON RIDGE APARTMENT 13301 SW 72ND AVE, TIGARD OR 97223 ® RAILING 0 BALCONY 0 SUNSHADE GENERAL CONTRACTOR:LIFETIME EXTERIORS �, SHE PAGE NAME REV DATE PROJECT ADDRESS 131ei SWYMON12.TNYPDptsR23 ��\ `` 00 I OVER PAGE 00 04-29-2022 00 CM-29-2022 ®'�, III I II /� ``` „ 2 IEVFl-3 FLOOR PUN 00 M-29-2022 �� \it'...‘ / 3 l A R B ENUAGE 00 04-29-2022 1 4 RAIL CS 0 E1MARGE RAIL LENGTH:IB92 IF COLOR:BLACK ABBREVIATIONS SYMBOL LEGEND S RAIL DETAILS TOP RAIL TYPE:TR200 aacio IMLL TYPE PICKET olcanY FIELD WELD SYMBOL BA-BSF Balcony Sob Fascia 81,-60 Balcony Decking WELD-ALL-MOUND SYMBOL BA-WEB Balcony Decking End Beard BA-B1 Balcony Joist ¢ DEPTH OF PREPARATION'. OA-Safes Balcony Sub Fascia Bracket /SIZE OR STRENGTH FOR • BA-iTA Balcony Sib Fascia Ao0e w CERTMN WELDS RA-BSR.62S Balcony Sag Rods Sr S S NOTE: BA-BSRS Sag Rod Sleeves C T &-BSRB Sag Rod Brackets SEPECIFICATON I)0'USED FOR ALERTING GC RESPONSIBLE TO VERIFY SO-BOM warn B SRN Bmaket a PROCESS.OR OTHER DIVIN G ING STRUCTURE TO BE VERIFIED BY E OF RECC(0 BSI-P-KK% Balcony Poet I REFERENCE 2)ALL DIMENSIONS M 000 E SUBJECT TO CHANGE AND NEED TO BE IN Raft Pevl BASIC WELD SYMBOL VEWnEO ON SITE BY NSTALLER PRIOR TO CUTTING RA-TRI00 TRIO,Round Tap RailaR CETML REFERENCE S)ALL OPENINGS WILL NO T 4'SPHERE RI'-TROgg TR Top Pal RA_l132(10 RQ0000 Tap PW 'GB NI CONNECTION ME REFERENCE CFJO ONE 4)BLOCKING AND WALLS Br OTHERS SHOWN FOR REFERENCE ONLY M-Pr.625%K% Picket NMI 'GB MIAW SIDE MERRIER 6 JOINT RA-R Rat Inlill 200/909(Fop Cable) LOCATION OF ELEMENTS OF A WELDING SYMBOL RA-e%% min 20o/ms(Far Pos/Pelmt) RA-SPE SPEC series 100PicketR SpExtrusioner Extrusion / / TYPICAL NOTE FOR BALCONY RA-PIOD BREW Series Bottom Roil717— M-BPS%S BP Past Base Fate NOTE: RASP-0O3.RJ5 SP0I Shies 100 P+.Met Spacer FLOG OR SLOT 1)SUB EASON BRACKET(MINIMUM 3 PER UNIT)SPACING VANES ON RA-ROOT PCBL Rail Connecting Bock for I©& FILLET WELDING SYMBOL BEVEL WELDING SYMBOL WELDING SYIAB L LENGTH OF BALCONY Bottom Roils DETAIL NURSER - ma.RENNER VIG 2)SAG ROD BRACKET AND SUB FASCIA BRACKET MUST BE ATACHED RA-We-TI M B roll Sef Hlvmediate Fascia YM0 x DETAIL TIRE Iff TO BHEEINC,BLOCKING,CONCRETE OR 51RUCRSTRUCTURALSURFACE. RA_LUPO-0C EMpBfi roll Set Outside Corner Foetia F-14C PARE NUMBER(NEVER GENSOL SS,CP OR SHEET ROCK) lint Bracket M-a'-{- NEW Emcee', GC TO VRIFY WALL THICKNESS FOR T9iU BOLTS AT SAG RCO IB_FMPB_IC FYPB-(1'roll Set Inside Carney I Fascia L__r.--"--ENLARGE BOX \SCALE BRACKET founONs Mnt Bracket CITML REFERENCE NARK DEERE DRAWING TIME RA-TMPB-090 FYPB-6 1b11 Set DouNe Past Comer- CET&NUMBERWielded 90 etc DLTM NUMBER PA-PNP5XR%.3]5%%% Poet Rae Poole Bracket 0 /RA-PV-120 P✓-Pclt WnA-Cray TYPICAL NOTE FOR RAILING RA-OV-BOT Gv n I-Boa.R ma«Mryl PAGE NUMBER RA-SC-TOP GV-Top Rigid Clots wnyl DETAIL REFERENCE WALK OEIM REFERENCE MIEN NOTE: GT-CLEAR 1/4' I/4'Clear Temp,Glees-seamed Edges FICNO OSE 1)CASCIA BRACKET(RA-dPB)MD F0.5rJA 816E PLATE(MCo..-PIP) RA-NC Nylon Bolt Cop o. DETAIL NUMBER MUST BE ATTACHED TO SHEETING.BLOCKING.CONCRETE OR RA'-CT Washer , cot STRUCTURAL SURFACE.(NEAR GYP OR SHEET PC]() PAGE NUMBER SECTION DEIML REFERENCE MARK IssDCUM NNE OWN RR FARED) BV OME: IBAED BY PILE LIFETIME EXTERIORS NUNES aTE: D4-29-zoz2 I AMYRICAN JCR RAREerreuErnANN EIRWAKTSO NNssa0.WAlON c. HAMPTON RIDGE APARTMENTS CNEC%ID CYAN 2 00 'uee2WMTADlOPAza 0gAskr BD DIM: APrROkD Rr: 3 eNaR L538AtWda.UKa LagJ/ RAIL SOME 4 . Note:®This document hos been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D L J - J [*ff- - J r"� I - I 3 1 I 1 f i11�-.1 V V e 97 V 1D ara-]RWR FUN CUM NNI� OWN BY: FAREED Ip LAM Ma Br MOE S PINNEEN LIFETIME EXTERIOR$ RRICAN JOB WE. ME Da-ze-2o2z T "eenunsrvucriam.aEsm+we HAMPTON RIDGE APARTMENTS CH BE BRYAN 2 1 3I8 STEN,.ROM 1.1m9C WA 911.7 W int IMMO)BE J en all P.UN fa IeEJ/ �•••• LEVEL-2 SCAM 4 Note:®This document hos been developed and creoted by AS&D. Information contained herein Cannot be used unless specifically permitted in writing by AS&D A J r 1 1.631 li I t Ja r._ I iiiiihli 1 I: I I I I IT le DIY- to ®IEvti-u Hoax OAR Ate. two WAC OWN BY AREEO in RATEwrt 6 Xg EN EWE ' ,�s LIFETIME EXTERIORS PM 04-29-2022 1 AMER PII C .pa ME oximam CHECKED Bn ,,,,°unsiarnmg.arvwmc HAMPTON RIDGE APARTMENTS RRVAN 2 2 m su w FM APPROVEDi enm P.m,w. .r gp. NAAPPROVEDBt_ 3 um// � .. RAIL RVL 4 Note:®This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D • r 7 4$ S. Ej I I I fl B 2e0 Isr-si /Y f II fl r, Y Y III II P l Y I ��II I xs I sxsxxx s xxsxo-aao II aFasaaax 1 xxxsax:—Jrxsxsx asasax TYP.0 i x p—(a)CO M0 L J OTT' 2Q OR A L R9OR PyW f•f< I-- ____7-' f t2*(to_241 .4 r B —c I :711' Y YP Y I xl l =csxz-ca ' IJt.�Jj��l'Ytb'111 ,Il e, F IIIl fi u TIF3%� 1 6 3 E.000 N_ J 411 ao ®NAIL-BB FIaMY PVN w.� CLOT WS OMEN BY FPREEO SE DAIS: 1SLIOT Sr RCE ` S uFEIIME EXTERIORS WARM OUPRIXWL:1e92Lf AMURIC� JOB IIAYL aa: 04-29-2022 I TOP PAIL SERIES 200 HAMPTON RIDGE APARTMENTS NIMES Bn RRYAN 2 3 !WILL PICKET TITOTSWMT n puc,nn name+ an fIFY: MPIIOhO Br 3 COLOR:ELAN agN&aabRW+eP%9lavieu lvv.//a— RAIL 1 Note:®This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D I- 1 • SPEWS lIdii °POMO 11915 i a II C I 6 TYP.31( 5 IYP.3a 32K 3 oilS,EK if see SA / 04 L • J M;1Q r ©"w'LNn P " r._._ — _-I rl I. 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NOM o MAMMA_ (AL NM-re) I/ATEA:VC 008.3-75) 1 s m � RA-� � � tT(. s31. sNUTamc (aaMXaM W W�P,.,E7 � � @ (3)r.115 ]A'1Nd1 W]Li WI 3"` S t,W6E PV.IE) 550 (3)]/6-IBMR-I6-B W/R]/a w-Pc yx •fq vs-RrruiW-,e-e (z7 r-]/e-,exo]m '� y, TOP VIEW aw.Y Be_PE a[xeoLi wa wn-ta-a !— [21 RA-Pero] (2) ,s-i/,o-ru,W-ia-a r—s.000 (2) w WASHER U x � AOEa�r II) ffll.aX CIP '�-9)B] ].]$ate a KM gas _ en 1 ; � g8 + I tt S ,n ry omz(sr OTtma) I I „ O n AL BRA COIMEId M LM%E ler • OPT, r ,`=,% (A)4.5825 7701.1 illf bV 125�1 IIItI�i -nr FRONT VIEW SIDE VIEW (r)r.0016 Tmu (z)4.4385 nwu _�Ct� ♦ PLATE A PLATE 8 PWPSON DMZ "' M-PC (4)4 VIM' M'1t a ATTACH w/ INSTALLED AT am (()•OTTER ,5-e LS )VI OPLr Or CORNERS CORNERS BY MEADS (2)r-]/S-tmw2a5 (n)2'RIDE aASIEI A*COOP cCRRrns BRACKET ro BE SS O w/ I,S-3/8 W/ (2)z'RIMER BASHERS AT COOP CORNERS (aH y'xa'to-a SS S) m,]BY Asea (2 TOTAL SIN. R (s-z/e-,s8-PLAT-e (2) ae MIN AlA]eRrcxEr (2) rs-]/te-Eun-te-s (2)arT2z la'a11Y65) (2) COSH WALLIER f27 xafR WASHERS (31 S AP v 'RIDER 25_I/ C6M le-e a MNU 0012 90.i 0 WnX R'iEigEfl WASHER N ML QTY' {[Q H\`���� DIY- ICED ®ter gcex o Rn-mzaa 1. w.-Pr . rA-SP-ao]an .S ��Ii - i (2) rs-10x75-PK~IN-55 a.-Pv A-sflwa M-W N)-aaa, -Pik AM I."'w ul _,a 3a_P N - RA-SP�lais RI w.-tor]s-P,mriNra-s p yE RAPE ®TOP RNL MTNL ®arli�/A (lair xVC DPW ER: rAREED p 0)10 I59Co SH ME S UEETIIE EXTERIORS Nwffa ^�EC� .x6 ME 401E 04-29-2022 I w+mikacxN®NosRmmc HAMPTON RIDGE APARTMENTS DEG®sc BRYAN 2 5 a uww440600 uWaww 90 t41x: 'AMMO Br 3 IvvV/ RAIL SCALE R A Note:®This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D ff 'a ., tfr ` tins _�.," r'�.�. , ,s- • The key to protecting both building integrity j ________ • - and builder reputation is to utilize effective =• _== ==_ - _________ ____ ___ moisture control solutions.Toward that end, , '® _ ` - _-_- -__-_'_ • ` Fortifiber Building Systems Group°offers i>,K . `;•; - 11 \ _________ __ I.'.: ,: z WeatherSmart Drainable,a scientifically-de- -`-- -__ `- ` c signed weather-resistive barrier that provides �. '•.r,'3 = - ti - --`Lam=== the optimum combination of water resistance, ¶ 'j frizt,13 W 1 re,z _ breathability and high-performance drainage. III a ' t tiles Si J .ImI e- E'er u ,, A ' WIIIIII _ - Ci*WeatherSmart WeatherSmart Drainablere resents +� cg ._._�._ ..M_ DYG1ZnGlhle S patented P nn unnmua ._ ' ! ' : : a'.n ...manna the next genera- :_-.._ technology channels don in housewrap Water,', ;.- ' liquid away:from the technology,offering -"•__'--. -'.';'-:, "":.L ..-,:'' WerrrberSmart . •::`�••; :.;•,We`athersnrart.i - '� - architects,specifiers and builders y,i c ; .. -..' ' trainable boruemrap''s ;i `- wall rdsse�nhly... ` a smart housewrap solution-one `.,';t - ;. _ .:. enhanced toromeble ' -_ that delivers the ideal balance . z.e a _ _ .;-. t -' between 6 ea ` patter directr water Cpy r thability and water ,, _ protection,so it can be used in any climate and behind most ex- ._ _ out of the well quickly. tenor claddings.WeadTerSmarc Drainable takes the protection of your • _-�_: =i structure to the next level,with patented technology that actually channels liquid away from the wall assembly and to the ground. ` With a perm raring of 15,the WeatherSmart Drainable design provides architects ` ' ''•V and builders with the ideal level of vapor permeability-so it's the smart choice = ='`= behind fiber cement siding,brick,vinyl and wood siding.Manufactured from spunbond polypropylene fabric with a non-perforated breathable barrier layer,the • EXCEEDS WATER RESISt0.HaE product is embossed for drainage efficiency.Its design provides a highly reliable STANDARDS = air infiltration bather that is incredibly durable and W stable.It resists tears, o ;:'. ' abrasions and punctures. • >95%DRAINAGE EFFKIENcy • CRUSH RESFSrANr DRAINAatt -Part of of a Complete Moisture Control System PATTERN _ _ The product is part of a complete Moisture Control System for walls engineered t 7., • ti by the Fortifiber Building Systems Group,which has been chosen by builders and • RESISTS Tteas,AaRasr"s " '=' architects to protect over eigbt million homes and commercial buildings from the AND PUNCTURES problems caused by water intrusion.When integrated into the building envelope, • OUTSTANDING SURFACTANT k • our products help manage and eliminate moisture-related problems-including AND UV RESISTANCE e'=y water-related structural failures,mold and mildew , ., ,,-a .�� 7 Decades of Proven Performance C s • WeatherSmart Drainable is a product distributed by the Ford- _ •*g�rr/ ' 'x 1" fiber Building Systems Group.With more than a seventy-five i i year history of proven performance,technical expertise and =r� 1939 • practical know-how,the company has become a trusted partner :. r , ,�, y r�' -X CO builders,architects and code officials. s:''.'.'• T- ; .r•,= l.`- - -. . wtiy I ;lt:SPAARI 17Y1-11111ABLE • Product Description:WeatherSmarrDrainableisa limitations:Product should be covered within six months.To scientifically advanced housewrap designed for use within ensure maximum exposure time,store unused product in an area a variety of exterior wall assemblies.It provides excellent not exposed to sunlight Inspect product to insure it is free of protection from wall damage due to water intrusion and any protrusions or damage which may detract from the weather- condensation. resistive bather integrity.Holes,.beats or punctures should-be Composition:WeadterSmarr Drainable isaspunbond sealed with Moistopa Sealant and Liquid Flasliingor-Fonifiber polypropylene fabric with a non-perforated breathable barrier Sheathing Tape.This.product is not recommended for horizontal layer.The product is embossed for drainage efficiency. roofing or below grade applications.Ensure tliata layer of • Super jumbo Tee60 minute is used to separate WeatherSmart Size&Weight:WeatherSmart Drainable is available in Drainable and Portland cement stucco or mortar used in masoisry 5'x125',9'x123',and 10'x125'rolls.Product weight is veneer walls. approximately 2.25 lbs/100 sq.ft. installation:WeatherSmart Drainable should be installed in Applica tile 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 Code5. your design professional where necessary. Complies as an alternative to the weather-resistant sheathing Availability:The Fortifiber Building Systems Groups products papers specified in Section R703.2 of the International are distributed nationwide.For product information and Residential Building Code® pricing,please call a Forrifiber distributor near you.If you need assistance locating a participating distributor,please call our ICC-ES Evaluation Report No.3791. Customer Service Department at 1-800-773-4777. American Society for Testing&Materials(ASTM): Fortifiber Warranty:This product maybe eligible for •ASTM D 779-Standard Tett Method fir Water Rerirta ce Fortifiber's FortiShield 15 year warranty when used in of Paper,Paperboard,and Other Sheet Materials by the Dry conjunction with other Fortifiber products.Please see our Indicator Method website at www.fortifibencons/warranty.htm for details. •ASTMD 5034-Standard Test Method Jri Breaking Strength Fortifiber Corporation warrants that its products are in and Elangation of Textile Fabrics(Grab Test) compliance with their published specifications and are free from •ASTME 84-Standard Telt Method fir Surface Burning defects in materials and workmanship for a period of two years Characterirtier of BuildingMate Materials from the date of purchase.This warranty does not apply to loss due to abuse.Material found to be defective will be replaced at •ASTM E 96-Standard Tent Method for Water Vapor no charge by Fortifiber,bur in no event shall Fortifiber be liable Transmission of Materialr for any other costs or damages,including any labor costs. •ASTM E 2178-Standard Test Method for Air Pmneance of TEDS EXPRESS WARRANTYIS GIVEN IN LIEU OF AND EXCLUDES Building Materials ALL OTHER EXPRESS OR UsIPLI D WARRANTIES, INCLUDING •ASTME 2273-Standard Tort Method for Determining the BUT NOT LLVILTED TO THE IMPLIED WARRANTIES OF idERCHANTABILS Y AND MN. ESS FORA PARTICULAR PURPOSE. Drainage Efficiency of Exterior Insulation and Finish Systems (EIF'S)Clad Wall Assemblies Fortifiber's sole obligations under this warranty are as set forrh Physical Properties:WeatherSmart Drainable is continuallyherein.In no event shall Fortifiber be liable foxwny lost revenue or profits,direct,indirect,special,incidental or:consegeenrial tested in accordance with ASTM procedures.The values damages of any Itirtd. shown in Table 1 are averages obtained in these tests. F,L�- *Cl'i; .""a'� dX"'"^tip-fit,`, 'is• -,+ 4 Table I-Physical Properties ?sgeancano ,s wd�ti vt esseconde eatheri-'-. - _ e:an`hbt e 0 t m v pa:Rad-m bra a�:frat;rrzt3s'-i i irIe , '` :-R- .' : " ate-• LL..��F+Uc4Y�---x-a ,`rs ?I ".. Q • L "x � ,,i4,4, :t. fir' , T�' Drainage I ASTM E2273 r95% r90% 12ssemhh - Efficiency Pass sue' .? •-' • a�:i ""1 s{'� Moisture Vapor ASTM E 96 Procedure 105gism/day 35 ghmaday wrATBEt aPslsmee a1R eafFae[Smr€prat a e .o,l�SptlAb p�apyp 1 e C 1. ~� Transmission A{Deslcwnt Method) (15 perms) (minimum) � rTirt�'`f'a pG�`�tis'a`; •r'� 4Hotta e y a ta61 'idg'e a Fri ~ i Air Permeance ASTMS 2178 <0.02 UsisgM <0.02 Ushgpd 'a;rattiak7eMbl " +,:t at 75 Pascals 14.1.pecdducF�,lsembcssed rain ctency , '7, -,y,"L z; . .<; � ` ' Dry Breaking Force ASTM D 5034 MD•S7 lb, MD-401b, '_fE[gENCESPE[I -r N rnfe[CIafralat'i, C2140 ; (Grab Test) CD-40lb, CD-35 lb, 3 acrsr5'4 s.G.�v ra,,,B �t�i!.`SAe'. s�1 A,4.a_ztt,0z eNrCP.:3- tit rrtt IEW 4; Water Resistance ASTM D 779 r60 min 10 min)minimum) r"R 511.uVeBamers(ltgtr 3i * 'e .a^•-4.,.1'i7:1^-4?':.,�5-rrrAYVK. :<,4ss`1-'�:: v, Class A Class A {c.tr• }ram 0t urt•ye; ,.'t -c 4 s s` r� ,c, Flame Spread ASTM E B4 0-Pass 0-25 -N` -.a y 4JA Y ,i--- y =s Smoke Developed ASTM E-84 ZO-Pass Ce450 /.1i -,414, 4 rr"1rt.'.r��.".,. �r+.74:.: Fortifiber Building Systems Group° , 2r Protecting Your World front the Elements° Call 1-800-773-4777 or 1-775-333-6400•www.fortifiber.com. otog tarthbu Building Sratemsirtup..WWI'sr•,raNShield•.Moirbp•Sealant PrelMing Your wcid Immma 0cmentr•,ndN4ath a,,rnt•art kadc.u.ts aftadlfib,Cepantiok im WINDOW INSTALLATION WITH WEATHERSMART° DRAINABLE Due to the advanced drainage fea- tures of WeatherSmart Drainable, All!lashings must different installation methods are be a minimum of 9' wide. 0 Window ,�/���'�(" required. It is important to follow flangewith sealant L!1�� these instructions to ensure proper wifhseafant seal around windows and doors. p This "Method Al'for Head WeatherSmart Modified flashing Drainable Weather WeatherSmart Drainable installs- i Silt banter tion guide is designed for integral See Fig.9afor flashing flanged window applications, proper methods of where the window is installed after integrating flashhinging a annd the weather-resistive barrier Wealhersmart � (WRB)is applied. Compliance with Drainable. 1 r Ir �� the building code and proper installation are critical in reducing Job potential water leakage points. 'lashing Consideration should be given to p p sherd Window comer preparing the substrate, including Patch cleaning the window flange and 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 Groupe products are recommended for this method: •FortiFlasheFlashing, FortiFlashe Commercial Flashing or FortiFlashe Butyl Flashing •Moistope Sealant and Liquid Flashing •Moistope Corner Shield •Fortifibere Primer •WeatherSmart®Drainable INSTALLING THE WRB 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 corner by a minimum of 12') and roll out the first course evenly, wrapping over the window and door rough openings. ° Begin roll Place the membrane so that it is tight and of tz�away flat. from comer . °o • ° ° ° °° •F 0 I 2 FASTENING 3 SEAM OVERLAPS • VERTICAL HORIZONTAL 1"crowned o u a 0 e o staples that - ti 24'O.C. T— will • recommended 1 ma x. . penetrate ' 12'minimum honzontal 0 studs. 0 vertical overap e (optional) • overtop �� pI o • Fortifiber 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 tight- overlap of 6". ly and properly fastened. 1� MODIFY THE WRB 5 . CORNER 'SHIELD 3S'bead ofMaistop Apply a Wbead of o Sealant Moistop Sealant and • Trim to lit sill Liquid Flashing as shown and embed the o o ' o / -`--•,. top edge of the Moistop Inv�derl 45' Imo„ Corner Shied, install • method • o o ' fasteners into the face to o atmugh , • secure. Trim to width of openings o 0 sill with sharp utility a Fasteners mul p knife. o o 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 corner Raise the top edge of the WeatherSmart Drainable and tape the corners and the center to the surface above. This will allow for the installa- tion of the window, the jamb and head flashing later 0 6 SILL FLASHING 7 CORNER PATCHES All flashing „' should be -----....„-- Vertical cuts firmly rolled her using a J-roller. (] e Corner - --. : i 1 Patch 1 i Fold onto !\ s�7! I © sill. flashing sill flashing \ 6'x9'Comer R.O. atches corn/slay .O.+2x width of jamb flashing covers the Comer Shield piece. Cut the sill flashing to the width of the rough opening Cut two comer 6"x9"corner patches using 9"flashing. plus twice the jamb flashing width. (R.O. +2x width install comer patches over each Moistop Corner of jamb flashing). Remove the release paper and Shield at the jambs. install the sill flashing in place. Make a vertical cut at each jamb and fold the flashing onto the sill. Once in place, all flashing should be firmly rolled using a J-roller. 8 WINDOW INSTALLATION 9 JAMB FLASHING Window . J i � a bead of sealant on ram ' ---...` window flange. ��, i r / if " Extend Jamb I Rash)ng2' 1 Window from the top flange al the head 2-drainage gapflashing. Align flashing Before installing the window, apply a 3/8" bead of !% wmdowframewith Moistop Sealant and Liquid Flashing to the backside r %i covemhigethe entire 1 (interior)of the mounting flange leaving two 2"drainage / window flange. �. gaps at the sill. install the window according to the win- ✓ dow manufacturer's instructions. © Jamb flashing 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 HEAD FLASHING Allow for enorigh head Align the fleshing flush aggainst the flashing to properly seal window frame with the adhesive strip iamb flashing. Apppty fi`minimum covering the entire window flange. FortiFlash over r -- entire diagonal cuts/n weather-resistive barrier. Head flashing I Wipe the head flange, and jamb flashing. Cut a piece of Finally, allow the flap of the weather-resistive barn- flashing long enough to ensure that the head flashing er at the head to lay flat over the head flashing. Cut extends a minimum of I"beyond the jamb flashing.install a piece of 9"flashing to make two diagonal patch- the head flashing by pressing firmly in place in one direction es and install over the entire diagonal cut made in to prevent voids. Once in place, all flashing should be the weather-resistive barrier and roll firmly in place. firmly rolled using a J-roller. BACK DAM OVERVIEW Provide a back dam This recommenda- tion and air seat to the refers to the ikrilersit inside of the rough most commonlyi% opening. The configu- used types of win- J- ration of the back dows(surface liiti 1i dam will vary based mounted). For other i I:l, on the profile of the types of frames, t I !( II1l1 ' window being special attention !I 111.I l installed. should be paid to the window manu- facturer's instruo- IN lions. WEATHERSMART DRAINABLE AND WINDOWS Windows, window fleshings 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 fleshings at www.fortifiber.corn Limitations:WeatherSmart Dralnable should be covered within 120 days.Inspect ��� product to ensure it is free of any protrusions or damage which may detract from the Fortifi ber Building weather resistive barrier integrity.Holes.tears or punctures should be sealed with 2/' Systems Group° Moistop Sealant or Fortifiber Sheathing Tape.This product Is not recomended for horizontal,roofing or below grade applications.Ensure that a layer of Super Jumbo Protecting Yonr World from the Elements' Tex 60 Minute is used to separate WeatherSmart Drainable and Portland cement stucco or mortar used in masonry veneer waits. NATIONAL SALES OFFICE Reno.NV rraeiq ? *1: C , ` 7 l9 1 �� t— !7 2 :° i t AW r tt rJa y s `' I r i �r.S K 1 t O . . .` *8 --- -- — = j -t. max; 4u; AGGRESSIVE,TACKY ADHESIVE AIDES IN SPLICING TO 4 VARIOUS NON-SILICONE SURFACES. cam: STRONG PET CARRIER ADDS DIMENSIONAL STABILITY AND STRENGTH. �p 7 e .�'9, 1 L N\ 16 . EXCELLENT BALANCE OF TACK,PEEL,AND TENSILE -4 - Svc'.. j STRENGTH. j= °�r ,. O MAINTAINS ADHESION AT LOW TEMPERATURES. ?,< t'x� f ' Ia r -- L .A'.1 EXHIBITS EXCELLENT AGING AND WEATHERING - _- PROPERTIES. s 4 a • PROVIDES AN OUTSTANDING SEAM AND LAP SEAL. 1%:_e..,,,.`"''''t . - O MAY BE APPLIED DOWN TO 10°F(-10°C). 1 ;,-, DESIGNED FOR USE WITH HYDRO TEX`",JUMBO TEX°, -\ - PLYDRY°,WEATHERSMART°AND WEATHER TEX° Te� l y WEATHER RESISTIVE BARRIERS. lF f 1939011 �!: th tmrW*4o ,rtterc-It RTI 6I BtR H E?aA Tr o F . - r Property Fortifiber Sheathing Tape _- I Roll Dimensions 17/8"x 55 yards:3"x 55 yards -'J Lr Adhesive Acrylic • Backingv "a Coated Polyester Film Yryy; Peel Adhesion(stainless steel) 20 oz./inch .`t a7.c_.:x # Tensile Strength 37Ibs/inch a -e.-:`` Elongation 110% ic e e r Y' t a T 7� t,r . ^ o Call i-800-773-4777 or i-775-333.640o k .V..6_ l ortir)ber Buiidin Systems Gro�� g for sales and technical assistance. Prolce:tiargYo cr World from t e Elements' On the Internet visit www.fortifiber.cam. OVI.liMCbFukilS•ntemaGa .:ncTcco.Hydro iY.AmWTe.e.i Or.e.TalKineVa.IV.ML'Sm.a Hucentr:A"raftdrvM14xdtkaliie*L`vtmlehuib efh-rYvxrU'NTRn NK -:,-•.• . HardiePlank• N ro Lap Siding 7A JamesHardie EFFECTNE MAY 2016 _ INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS° PRODUCTS Visit wwweageilalaltatton.WM for;hemostrecent version. 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 WITH APPLICABLE 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 HARDIEZONr PRODUCT INSTRUCTIONS. INSTALLATION OF HZ10®PRODUCTS OUTSIDE AN HZ1Oe 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 Store flat and keep dry and covered prior Ot11DOCRS INDOORS to taste/laden.Installing siding wet or 1.P cutting steal so hat wild w9 bbv dud away Pan tsar 1.Cut only using scwa and snap,or shears(manual.electric or pneumatic). saturated may result In shrinkage at butt 2Ike a° d Bea m. 2.Position cutting station in wall-ventilated area Johns-Carryplankson edge.Prmect aBase I Scam and snap edges and corners from breakage.James V.Shams prenaf,deans aprtot aera -NEVER use a power saw indoors Hardie Is not rsponslhle far damage b.Pellet I Dust rerishig timsaweu sed.rdha -re itseaord;hrsaihadetatndradanytelataBad?sawb trademark caused by Improper storage and handing Ihrde sax blade gal wen vacuum exbactm -NJ dry sweep-Use wet suppreion or HEPAWcuwn of the product. .Good I.Dust relit*cyn'aarsawvnmaFinnet ran;blade (cdy use fir Saw b moderate aAUrg) . �\ Important A mdrm riots nm Pule tic[ iabe[West rese dust pacbctim).James Hada recommends aN using 2ys SeeNevelMArgroeands where read°. 1 .= NOSH-approved can be ustd In coriuncticn dust hdditcral rapt/ads with abwe oiling practices b fie)err eAze Moms. Wale idamaio z,a3abb mv.ptmaiwdaam Ku detente tile mcu meandhxyarjcbregihmentUmrem stet dab about spoon lereh crew L ' rib comply ore practices,tar Mead grays a wand bimetal Iggtnlst ix=tct James Radie for hathrwamaean. GENERAL REQUIREMENTS: scums • HardiePlank°lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7716 in.thick OSB sheathing.See general fastening requirements,irregularities In framing and sheathing can mirror through the finished application. • information on instalMg James Handle products over foam can be located in JH Tech Bulletin 19 at wuuw.iamehardle.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility far water Infiltration. James Hardie does manufacture HardieWrap°Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details In figs.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 Watt • Do not use HardiePlank lap siding in fascia or him applications. Constdclon construcVon • Do no install James Hardie products such that[hey may remain in contact with standing wafer. walenreshtve barrier let-In Oradell • HardiePlank lap siding may be Installed on flat vertical wall applications only. plywood 241n.or.ma& • Fix larger projects,including commercial and multi-family projects,where the span of the osye sheathing g �, wall Is significant in length,the designer and/or architect should take into consideration the I �'/coefficient of Ulennal expansion and moisture movement of the product in their design. `J,,,,,... 1111f Then values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie°Siding Products'at www.JamesHardie.com. Jdj • D0 NOT use stain,oiValkyd base paint,or powder coating on James Hardie°Products. If r INSTALLATION: JOINT TREATMENT treatment reat en One or more of the followingFigure 2 Nat unapt prat joint Vestment options shad line is not //f j are required by code(as referenced 2009/RC R703.10.2J !ir}tillil asteenerpgce /; A.Joint utkJng Flashing(James Hardie recommended) t' b.8,1'f from3/4 .41011 ` (/ 8.Caulking'(Caulldng is not recommended a -- lop or plank) for CdwPlus for aesthetic reasons as the 5a rner It I a Isom / edge a pMrds Caulking and ColorPhls will weather differently.For the same reason, duh6g _. I, Q: •° �wal�letf Uve do not caulk nail heads on HanileZone ColorPles products.) HardiePla ding o o r�, lasrener C."H"jointer cover an hobtall/4b.sure kstrip5n e Install °.° dtaseamnshten(plaatk angle moderate=bet al bun faints ° leave appropriate gap between Maud Vim,Ihen cultic- Note:Reid painting over caulking may produce a sheen difference when compared to the Geld painted PrimePlus. 'Refer to Caulldng section in these insbuctims. 'For additional Inlomlatlon on Hardlewrap°Weather Ranier,consult James Hardie at 1-866-4Hcee or www.hardlewrap.com WARNING;AVOID BREATHING SILICA OUST James Ibnse°products contain respirable crystalline,sake,which is knam to tie ma la of Cabala to cause cancer and is considered by WIC and NOSH to be a muse of wee bgimme ampalonal sources Breathing excessive amounts of respeatte saka dust can also muse a dhahlhg and potentiality)alai lug release coned stkvsls,and has been tubed sib other dseases.sane sheen suggest smddrgmay Increase theses dolts. Meng hslatiation or handling:fit work In outdoor areas with ampe ren5atfo;rt)use Aber cement sham ice cutting or,where not faamtk,use slim:awe°sawhade and dui-reducing circular saw attached le a NEPA vacuum;Ill wain others in the lrnmeeale area;f4)Wear a properly-Wed,HI0 -approved dust mask or respirator(e.g.H-95)'nawrsca with applicable government regulations and maadaaurer lmaate=to further Wilt respirable slear mores. tame dean-up,use 10Avawrms orwet cleanup metlrods-ironer dry sweep.Fa bee informatlon refer to our Motet n instructions and Material Salary Dala Sheet amiable at momie.cue or by mem 1.800-BRAMDE(1-800.942-7343). FAILURE TO ADIffNE TO MR WARMS,tiros'ANDMS rilIATON INSIROCIIONS MAY LEAD TO SERIOUS P PSONAL WRY OR DEATH, zm® 1611119-P1/4 05/16 y >a — • CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding 1 2-Flashing Wre/mired . '� �� pr-ir:4,,,..ifibyAs. tI % 0i4cade it �5 Mln.Y4m • Fes+" r Do not caulk a� d��Z ri 11•�-'0� • f n. \1e4� /� r. �t � � tin:tin. Figure 7 Figure 8 Figure 9 figure 10 figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry aII>``® � z �� :Flashing r 1 2-Flashing Z-Fltshing \ 0 044. 111P,_A--7 Z-FL 0 / ..-- J 21 i;; .' ffl rn w ��4,.�_Yl kthi.14 In R _ - Min.%tn_ n. Figure 12 Figure 13 figure 14 Drip Edge Block Penetration Valley/Shingle Extension mended in HZl0 ram! i ia .. _ FASTENER REQUIREMENTS** Blind Nailing Is the preferred method of insulation for HardiePlank°lap skiing products.Face nailing should only be used where required by code for high wind areas and must not be used In conjunction with Blind nailing(Please see JH Tech btlletn 17 for exemption when doing a repair).Pin-banked comers may be done for aesthetic purposes Only.Pin-backs shall be done with finish naps only,and are nota substitute for blind or face nailing. BLIND NAILING FACE NAJUNG Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shanks 0.221 in.HD x 2 in.long) •8d(0.1131n.shanks 0.267 in.HD x 2 in.long) •11 ga.Fooling nail(0.121 In.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09 In.shank x 0.221 in.HD x 2 In.long) Screws•Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long x 0.375 in.HD)Screws •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long a must penetrate 3 threads into metal framing. 0.323 In.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast•nails or equivalent(0.10In.shank x 0.313 in.HD x 1-1/2 in. •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) long) Nails must penetrate minimum 1/4 in.into metal framing. Nals must penetrate minimum 1/4 In.Into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •Siding nail(0.09 In.shankx 0.221 In.HD z 1-1/2 in.long). •11 a.rooln g g nail(0.121 m,shank z 0.371 in.HD x 1.75 in. •Ribbed Wafer-hea or equivalent(No.8 x 1 5/B In.long x 0.375 n.HD). skid Q�In. and 0.C.max r nor ��� {5—iJt Figure 15 Figure 16 v 14 k min. wedgy _ Minimum overlap 1 , —�— for Bath Face "°" and Blind Nailing Mee nee IIImin.1 1/4 in. r 0111 Water Reslnha 1lafezisave 1 1r4'min Bader '+bmfer 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 91/4 in.wide and fasteners must be 12 In.o.c.or less. "Also see General Fastening RequeemenN and when considering alternative fastening oplons refer to James Hardie Technical Bulletin USTB 17-Fastening Tips forlivdeNanke Up wag. HS11114P2f4 0916 I i GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed or lastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. 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 flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended.This will help control the Stainless steel fasteners are recommended when installing James Hardie° depth the nail is driven.If setting the nail depth proves difficult,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 smooth faced hammer-Does net apply for installation to steel framing). Manufachirers of ACO and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products,Fasteners used to attach ' countersunk, �` C�\ HerdleTrim Tabs to praservadve-treated wood shall be of hot dipped fill 8 add nail a `�, zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush • 00 NOT 00 NOT R317.3 or 2009 iBC 2304.9.5. under drive nails staple Figure A Figure B • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local 00 NOT use stain,oiValkyd base paint,or powder coating on James Hardie' Building Codes have specific Jurisdiction.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 paintmanufacdurers • Fastener heads should at snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended if the siding is hayed. • Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT • if nag is countersunk nil nail hole and add a nail.(fig.B) • For wood framing,under driven nails should be hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(for steel framing,remove and replace nalg. required to touch-up ColorPlus products. • NOTE Whenever a structural member is present,HardlePlank should be fastened with 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 results use an Elastorneric Joint Sealant ann ealing with ASTM C920 not avaiable. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. C834.Caulking/Sealant must be applied In accordance with the caullang/sealant manufacturer's written instrucfiens.Note:OSI Quad as well as same other caulking manufacturers do not allow tooling. COLORPLUS°TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft 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 nail heads using the CoiorPiusa Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePiank lap siding with ColorPlus Technology. •Laminate sheet 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 coeters,available 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 Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Handle ColorPlus Limited Finish Warranty. PAINTING JAMES HARDiE®SIDING AND TRIM PRODUCTS WITH COLORPLUS°TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface Is clean,dry,and free of any dust,dirt,or mildew •Repining Is normally not necessary •100%acrylic topcoats are recommended •DO NOT use stain,olVaikyd base paint,or powder coating on James Hardiea Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section H511119-P3/4 05r16 0 : COVERAGE CHART(ESTIMATING GUIDE Number of 12 It planks,does not Include waste COVERAGE AREA LESS OPENINGS HARDIEPLANIP LAP SIDING WIDTH SO 51/4 61/4 7114 71/2 8 81/4 9114 91/2 12 (1 so.too roll (exposure) 4 5 6 6114 53/4 7 8 8114 10314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 083 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 250 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 IS 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart Is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITWON:Inxwidnte arlltt ICC-ES Evalua6oa ReportESR-2290,HardiePlank®lap.siding Is rem:ezed as a suit*atemate to that specified is the 2006,20942012 Nlema5onal RrtiknalCode for()m- ind ltrr�gs,and h6,2 e 20009,12012Intemadand Bsg Code,.HardePlank lap siting Is also reoogr zed forapp?oa6on In the lols'm,:City of Los Angeles Research RspodNa.24d62,Slate or Ronda fang Coo*Florida NOA No.82-0729.02,U.S.Dept nI HUD MdedasRelease 12634,Toss Deparhmed ollnsortnre Pmdod Erdua8n.EC-23,City of New YorkMEA22393r{rod Caroanla OSA PA-019.These documents shard also be consulted for edd8and kdomufron concerning the sodat yofhis podudhrspeoSo app6salions. D 2016Jamas Hale Dvm°g Products.Al rightsresened. Additional Installation Information,TM,Sµ and Oder*trademadamregistered Mermen of O James Hmdla Tedsukgylhr8edtjls a registered trademark Warranties,and Warnings are available at JamesHardie otJames Hardie Teeronology United. www.jameshardie.comeih PenoUs0r Is a oglstaW trademark at ETV Fasunlrg Systems,Inc. HS11119P4/4 05/16 PARR LUMBER CO-WANKERS CORNER 4 pARR 2351 SW Borland Rd. West Linn,OR 97068 Pilk , • � �� . LUMBER 503-638-7575 r. 61, r Quote Name: Hampton Ridge-Bldg 5 Quote Number. SQPATK002325_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.milgard.com/warranty/ 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=RO:48"x 48" Line Total: $668.47 Net Frame:47 1/2"x 47 1/2" Handing=XO Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX Spacer y 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 J ` Clear Opening=W 21 1/8"x H 45"Sq.Ft.6.6,Egress:Yes Other Ratings=CPD:MIL-A-153-07526-00001 Viewed From Exterior Customer Approval: Quote Number: SQPA11(002325_1 Print Date:4/29/2022 Page 1 of 6 Line: 2 Location:NON-TEMPERED ,Quantity: 8 Style Line V250,6210,DSH,1 3/8"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 Net Frame:591/2"x 591/2" 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 27 1/4"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,1 3/8"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 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 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-154-07520-00001 Viewed From Exterior Customer Approval: quote Number: SQPATK002325_1 Print Date:4/29/2022 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: 5695.03 Size=RO:60"x 60" Line Total: $3,475.16 Net Frame:59 1/2"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 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 Other Options=Fresh Air Flow Vent Screen=Standard with Fiberglass Mesh Ratings=STC:No Rating,OITC:No Rating,PG:LC30 Clear Opening=W 27 1/4"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:71 1/2"x 591/2" 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 fi I 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: SQPATK002325 1 Print Date:4/29/2022 Page 3 of 6 Line: 6 Location:I Quantity: 8 Style Line V250,6210,SH,1 3/8"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 I Tariff $1.62 Model=Single Hung Item Total: $331.67 Size=RO: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 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 Clear Opening=W 33"x H 26 3/8"Sq.Ft.6.04, Egress:Yes r—+ \ Other Ratings=CPD:MIL-A-154-07519-00001 Viewed From Exterior Customer Approval: Line: 7 Location:TEMPERED Quantity: 2 Style Line V250,6210,SH,1 3/8"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 Size=RO:30"x 60" Line Total: $797.62 Net Frame:29 1/2"x 591/2" Dimensions=Sash Height:One Half Glass=1/8"SunCoat(Low-E)Tempered over 1/8"4th Surface HP Coating Tempered with Gray • EdgeGardMAX Spacer ( Glazing=Dual Glaze 4 Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent * 1 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 Line: 8 Location: Quantity: 2 Style Line V250,6110,NV,1 3/8"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 Tariff $1.62 Model=Half Vent Item Total: $298.87 ,i fil Size=RO:48"x 36" Line Total: $597.74 ;I i i. Net Frame:471/2"x 35 1/2" �I I Handing=XO I 1, I I ,l Glass=3/32"SunCoat(Low-E)over 3/32"4th Surface HP Coating with Gray EdgeGardMAX �', Spacer l ♦ Glazing=Dual Glaze III i Hardware=Window Opening Control Device,Positive Action Lock Other Options=Fresh Air Flow Vent I I 1 ' Screen=Standard with Fiberglass Mesh k 1 Ratings=STC:No Rating,OITC:No Rating,PG:LC30 _—-_--;' Clear Opening=W 21 1/8"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,1 3/8"Setback,Ext White/Int White,U-Factor:.25,SHGC:.33,VT:.63 583.54 3/32"SunCoat(Low-E) over 3/32"4th Surface HP Coating $9.74 Tariff $1.62 Model=Picture Item Total: $94.90 Size=RO:24"x 24" Line Total: $189.79 Net Frame:23 1/2"x 23 1/2" 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 N Viewed From Exterior Customer Approval: Quote Number: SQPATK002225_1 Print Date:4/29/2022 Page 5 of 6 PARR PARR LUMBER CO-WANKERS CORNER Mi iid West Unn,OR 97068 LUMBER 503-638-7575 WINDOWS 6-DOORS Submitted By: Material Subtotal: $23,213.73 Grand Total(USD): $23,213.73 Accepted By: Date: For warranty information please visit www.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: SQPATK002325_1 Print Date:4/29/2022 Page 6 of 6