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Home My WebLink AboutPermit Building 2010-08-26SCA NNE n rueffi CITY OF SPRINGFIELD Building / Residential Permit PERMIT NO: COM20'10-01021 IVR Number: 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 lnspection Phone: 541 -7 26-37 69 Fax: 541 -726-3676 permitcenter@ci.springfield.or.uswww.ci.springfield.or.us PROJECT STATUS: Issued ISSUED:8126110 EXPIRES: 212112011 APPLIED:7130110 VALUE: $168,000.00 SITE ADDRESS: 530 48TH ST S SPRINGFIELD ASSESOR'SPARCELNO: 1702324406600 SCOPE: SFD WORK INVOLVED: NEW TYPE OF STRUCTURE: RES PROJECT DESCRIPTION: Single family residence - Same as 511 S 48th COM2010-00203 OWNER: ADDRESS Phone Number: CONTRACTOR !NFORMATION Gontractor Type Contractor Name Lic Type Lic No Lic Exp Phone BUILDING # of Units 0 Construction Type Occupancy Type Occupancy Comments U Forced Air Electric Electric Electric Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage: Sq Ft Carport: Sq Ft Other: Occupancy Load 4921 1408 # of Bedrooms: Sprinkled Building Fire Alarms: Energy Path: Engineered Fill: Fill Volume: Flood Hazard Area: Land Hazard Area: Retaining Wall: Soils Report Required: 403 243 Yes No No No No No Electrical Specialty Code Edition: path 2A ce rtif ied r"n",.,;:'i l:xiJ:, :';*:ff Ellt:[*. "Municipal / Development Code: Plumbing Specialty Code Edition: Residential Specialty Code Edition Structural Specialty Code Edition : ''' gl2orzoto' g:09:38Arv1 Site lnformation Springfi eld Building Permit Page 1 of 4 # of Stories: Height of Structure: Type of Heat: Water Type: Range Type: Hazmati.. . rrl. 2008 Tf,l'S'1-r sH ALL ExPffjiffi ,$ETAI]THORIZED UNDEI c0t'JlviENCED 0B lS nrrry r 80 DAY PERI0D' num FIELD O*EGON www.ci.springfield.or.us PROJECT STATUS: lssued i, r, CITY OF SPRINGFIELD Building / Residential Permit PERMIT NO: COM2010-0102'I IVR Number: ISSUED:8126110 APPLIED:7l3Ol1O 225 Fifth St Springfield,OR97477 Phone: 54'l-726-3753 lnspection Phone: 541 -7 26-37 69 Fax: 541-726-3676 permitcenter@ci. sprin gf ield.or. us EXPIRES: 2121120'11 VALUE: $168,000.00 SITE ADDRESS: 530 48TH ST S SPRINGFIELD ASSESOR'S PARCEL NO: 1702324/,06600 SCOPE: SFD WORK INVOLVED: NEW TYPE OF STRUCTURE: RES PROJECT DESCRIPTION: Single family residence - Same as 51 1 S 48th COM2010-00203 DEVELOPMENT INFORMATION REQUIRED PARKING Frontyard Setback: lnterior Setback: Sideyard Setback: Rearyard Setback: Solar Setback: 18 8 5.48 19.48 0 Overlay Dist: # StreetTrees Reqd: Paved Drive Reqdl, % of Lot Coverage: Highest point on structure to north property line: 2 Yes 36.7 18.5 Total: Handicapped Compact: 2 PUBLIC lMPROVEMENTS Street lmprovements: Storm Sewer: Storm Sewer Available: Special lnstructon: Subdivision Accepted: Notes: Descriotion Sidewalk Type: DownspouUDrains: Tvpe of Construction Unit Amount Unit Tvpe , !:: ia ia1: ),i[{li;- Unit Cost Value Valuation Description Description Plan Review Same As Amount Paid $250.00 Date Paid 07t30t2010 o8t22t2o1o Receipt # 46562 46562Same as Plan Review Submittal - Commercial $250.00 Total Amount Paid $500.00 Department Permit lssuance Planning Review Application Acceptance lnitial Review Planning Review Public Works Review Structural Review Due Date 08t18t2010 08/09/201 0 08t09t2010 08t09t2010 08t09t20't0 08t1612010 08/09/201 0 Complete 08t18t2010 08/09/2010 08t09t2010, o1tggt2olo 08/09/2010 08/09/20'r 0 Result lssued Add'l info required Application Accepted Approved Approved Approved Approved Reviewer Nancy Machado Deyette Kelly David Bowlsby Chris Carpenter Deyette Kelly Kaye Wlson Chris Carpenter Received 08t26t2010 08/09/201 0 07t30t2010 oSto'U2010 08110t2010 08t17t2010 081't8t20't0 Comments Plot plan is incomplete. Reqt Front elevation is site specifit Storm water to tap Springfield Building Permit 812612010 9:09:38AM Page 2 ol 4 tuffi CITY OF SPRINGFIELD Building I Residential Permit .-..l:---. - PERMIT NO: COM2010-01021 IVR Number: 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 lnspection Phone: 541 -7 26-37 69 Fax: 541 -726-3676 permitcenter@ci. springf ield.or. uswww.ci. springfield.or.us PROJECT STATUS: Issued lSSUED:8126110 APPLIED:7130110 EXPIRES: 212'112011 VALUE: $168,000.00 SITE ADDRESS: 530 48TH ST S SPRINGFIELD ASSESOR'SPARCELNO: 170232'1406600 SGOPE: SFD WORK INVOLVED: NEW ryPE OF STRUCTURE: RES PROJECTDESCRIPTION: Singlefamily - same as st i s 4Eth coMzol o-oo2o3 INSPECTIONS REQUIRED lnspections 9505 Sidewalk - Curbside 9504 Curbcut - Standard 901 5 LDAP Erosion/Grading lnspection 1 110 Footing 1 120 Foundation 1160 UFER Ground 1 170 Post & Beam 1 220 Underfloor framing 1260 Framing 1370 Masonry Veneer' 1410 Underfloor insulation 1420 lnsulation Vapor Barrier 1430 lnsulation Wall 1440 lnsulation Ceiling 1520 lnterior Shearwall 1530 Exterior Shearwall 1 540 Gypsum Board/Lath/Drywall 1999 Final Building 2200 Underfloor Mechanical 2300 Rough Mechanical 2999 Final Mechanical 31 30 Footing/Foundation Drains 31 70 Underfloor Plumbing 3315 Water Line 3400 Storm Sewer 3500 Rough Plumbing 3999 Final Plumbing Springfield Building Permit 'A12612010, 9:09:3EAM Page 3 of 4 ' ,i'' ) PRIN6FIELD www.ci.springfield.or.us GIry OF SPRINGFIELD Building / Residential Permit PERMIT NO: COM2010-01021 IVR Number: 225 Fifth St Springfield,OR 97477 Phone: 541-726-3753 lnspection Phone: 541 -726-37 69 Fax: 541 -726-3676 permitcenter@ci. springfield.or. us PROJECT STATUS: Issued ISSUED: 8126110 EXPIRES: 212112011 APPLIED: 7130110 VALUE: $168,000.00 S;TE ADDRESS: 530 48TH ST S SpR;NGF;ELD SCOPE: SFD ASsESoR's PARCEL No: 1702324406600 woRK INVOLVED: NEW TYPE OF STRUCTURE: RES PROJECT DESCRIPTION: Single family residence - Same as 511 S 48th COM2010-00203 4000 Temporary Power Service 4225 Service or Feeder 4500 Rough Electrical 4999 Final Electrical 1 1 10 Footing 11'18 Footing Drain 1160 UFER Ground By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State or Olegon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of thei Community Services Division, Building Safety. I further certify that only contractors and employees who are in conirptbndd- irriflt ORS 701.005 will be used on this project. I further agree to ensure that all required inspections are requested at the-proper time, that each address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during construction. ?-n-7o Owner or Contractor Signature Date i-: ..:. , ,,:oXr;.i; .;r ,,.,1'i'' i' .,l. ' ' Springfield Building Permit 812612010 9:09:38AM Page 4 of 4 1120 Foundation Electrical Permit A *:ation SPFINGFIED i:']FI$L i.-i:t: ' : l'.. '.. . -:- r i t-,.' I 225 Fifth Streer SpriDgfi eld, OR 91 471 tPH(541)726-3753. FAX(541)726-3689 This permit is issued under OAR 918-309-0000. Permits are nontransferable. Permits expire if work is not started within 180 days of issuance or ifwork is suspended for 180 days. Co.e^?.s(o.6/De I Permit no.: 7-30-/oDate ElResidential fl Government E Commercial $134.00 $ Zonngapprovai verified? f]Yes f]No Residential, per unit, service included: 1,000 sq. ft. or less (4) Each additional 500 sq. ft. or portion thereofJob site address $ 2s.co $ City: ;.,^d.(ir ir{State: $(.Limited energy (2)ztP:17ct76' I $ 32.00 $ u.rrsl L^riJS Each manufactured home or modular dwelling service or feeder (2) Lot noSubdivis $ 63.00 $ $ $ Services or feeders: installation, alteration, relocation 200 amps or less (2)$ 81.00 s 95.00201 to 400 amps (2) This installation is being made on residential or farm properfy owned by me or a member of my immediate family. This properly is not intended for sale, exchange, lease, or rent. OAR 47 9.s40(r) and 479.560(l ). Signature: d State: d R ZIP: $158.00 $ $2os.oo $ s469.00 $ $ 63.00 $ $ 63.00 $ $ az.oo $ $126.00 $ Name: Address CVr. c.J Fax:5zl-72//_ 2572 Over 600 amps or 1,000 volts, see services or feeders section above 401 to 600 amps (2) 601 to 1,000 amps (2) Over 1,000 amps or volts (2) Reconnect only (2) Temporary services or feeders: installatioru alteration, relocation 200 amps or less (2) 201 to 400 amps (2) Phone: ,Lt/ -.2t- G,"j) E-mail Branch circuits: new, alteration, extension per panel Business name: -lin Nb a. Fee for branch circuits with purchase of a service or feeder fee: $ e.oo $Address:Each branch circuit ZTP:b. Fee for branch circuits without purchase of a service or feeder fee:SYate: dRCity: i}","\ $First branch circuit (2)Fax:s 55.00Phone:, tt-3t1- l14C $ e.oo $Each additional branch circuitE-mail Miscellaneous fees: service orfeeder not includedBCD license no.CCB license no s 63.00 $ $ 63.00 s Signal circuit or a limited-energy panel, alteration, or extension (2) 0fL+5 Each pump or irrigation circle (2) Each sign or outline lighting (2) Signing supervisor's license no Signature of signing supervisor: Print name of $ ss.oo $ (A) Enter subtotal ofabove fees (Minimum Permit Fee $58.00) Each additional inspection: (l)$se.oo $ $ (B) Enter l2oZ surcharge (.12 x [A])$ (C) Technology Fee (5% of [A])$ TOTAL fees and surcharges (A through C):$ 440-2s84-J (9/08/COM) .e 401 to 600 amps (2) Stru< sAN^E AS ' Permit Applicati -.-s,l s qet's+ CtO . or: IOJ DEPARTMENT USE ONLY SPRINGF]ELD Corzr,n Z6(O.O (O Ll Pernrit no.: 225 Firrh Streer o Sprinelield. oR 97.1?7 I PH(5al)726--1753 r FAX(54,l)726-3689 This permit is issued under OAR 918-460-0030. Permits expire if rvork is not started n'ithin 180 days of issuance or if rvork is suspended for 180 daYs. FEE SCHEDULE ]. Valuation information - (a) lob description Occupancy l/ Square feet:o Cost per square foot Other information: Type of Heat: (*S Energy Path: )Pt ffi new I alteration I addition (b) Foundation-only permit?nv., ff Total valuation (a) Pernrit fee (use valuation table):S (b) investigative fee (equal to [2a]):t (c) Reinspection ($ per hour): (number ofhours x fee per hour)5 (d) Enter I 2olo surcharge (. I 2 x [2a+2b+2c]):s (e) Subtotal of fees above (2a through 2d):$ .T' E f,a! review (65% x permit fee [2a]): >' $>(a) Plan SZ>'J (b) Fire and life safety (40% x perrnit fee [2a])s (c)Subtotal offees above (3a and 3b): (a,) Seismic fee, lYo (.01 x permit lee [2al) TOTAL fees and surcharges (2e+3c+4a)$ ConsfrLtction t1,pe: V Darc:7- 36 7 b PPROVALERNLOCAL G ENT Date This pro.ject has finai iand-use approval atu reSi Date : This project has DEQ aPProval S i gnature Zor,ing approval verifi ed IYes [No Propern, rs within flood Plain I Yes I i.lo STRUCTiON,CA,TEG I CommercialI Government[i Residential fl^ Job site address ZlPState: 6Ci Lot no ooTaxlot: OqL Su bd iv ision Reference PROPERTY OWNER Name Address State: Fax:I rrurlC. E.-inail This installation is being made on residentiai or me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. farm properly owned bY Sign here: Business name: Address: State:ZrcCity: Fax:HIPhone:7lt - E-mail CCB license no. Print name. S r gnature Name CCB License Number Phone Number Electrica I tl_21u Plumbing 317{1 Mechan ical 3 31 fi s lzt it.>o s 5 willamalane NAME Park and Recreation District Job. No. SYSTEM DEVELOPMENT CHARGE WORKSHEET J 1-December 31 ,2O1O 0\0.-\D2\ 0lr,r,411alo blb7cY) ADDRESS: LOCATION OF PROPOSED BUILDING SITE: Street Address Plat Lot Number: 1. DEVELOPMENT TYPE (Check appropriate dwelling(s). Dvtrelling type definitions are on the back.) A. Sinqle-Familv Detached NO. OF UNITS $3,468 per unit = $ B. Sinqle-Familv Attached C. Multi-Fam Aoartment NO. OF UNITS $2,906 per unit = $ D. Sinole Room Occupancv NO. OF UNITS X $1,453 Per unit = $ E. Accessorv Dwellinq Unit NO. OF UNITS $1i734 per unit = WILLAMALANE SDC $ $ $ 2. SDC CREDIT (lf applicable) SDC payer must fumish proof of Willamalane Credit aPProval.) 3. TOTAL WILISMALANE NET SDC ASSESSED (if SDC reduced for Credit) 6 Development Services City of Springfield 5 t^r Date $ PHONE:_ 34tebc, NO. OF UNITS X $3,538 Per unit = $ - OC) ru TRANSACTION RECEIPT coM2010-01021 530 S 48TH ST CITY OF SPRINGFIELD 225 Fifth St Springfield,OR 9742 541-726-3753 permitcenter@ci.springfi eld.or. uswww.ci.springfield.or.us RECEIPT NO: 2010000162 RECORD NO: COM20l 0-01 021 DATE: OAl27l201O SDC: Reimbursement - Transportation SDC 446-00000-448026 $286.81 SDC: Total Transportation Administration Fee 719-00000426604 $106.06 Sidewalk up though 90 Feet 201 -00000-428060 $88.00 Curb CuUDriveway 1st Cut 201 -00000-428060 $88.00 Multiple Permit Discount (Max 2)201-00000-428060 Planning -.Major Review SDC: Reimbursement Cost - Storm Drainage SDC: lmprovement Cost - Storm Drainage 440-00000448028 447-00000448027 $-30.00 1 00-00000425002 +at-ooooo++eoze $21 1.00 $211.03 $758.58 SDC: lmprovement - Transportation SDC $1,169.81 SDC: Reimbursement Cost - Local Wastewater 442-00000448024 SDC: lmprovement Cost - Local Wastewater 443-00000448025 SDC: Reimbursement Cost - M\M/C Regional Wastewater SDC 444-OOOO0448O24 SDC: lmprovement Cost - M\A/IrllC Regional Wastewater SDC 445-00000448025 444-00000426607 $939.08 $561.63 SDC: Compl iance Cost - M\ AiC Reqional Wastewater SDC $101.97 $1,3s3.57 $22.63 SDC: Administratve Fee - M\ A4C Reqional Wastewater SDC 61 1-00000-426604 $10.00 SDC: Total Sewer Administration Fee 71 9-00000426604 $169.70 State of Oregon Su (12% of applieble fees)$17.52 Technology.fee of permit total) Residential Fire ( 05 Per Sq Foot) 100-00000425605 1 00-00000-424005 224-00000425602 $7.30 $91 75 $98s.51Structural Building Permit Fee Admin fee 0%ot fees)224-00000-426605 $9.18 Temp services 200 amps or less $63.00 Address Assignment,each new or change $38.00 \Mllamalane fees - Single family detached One or Two Family Dwelling with Two Bath 82 1 -00000-2 1 5023 $3,468.00 Range hood/other kitchen ipment 224-OOOOO425603 224-00000425604 s374.00 $13.00 Single-duct exhaust (bathrooms,toilet compartments, utility rooms) 224-00000425604 $36.00 First Appliance Fee 224-00000425604 $79.00 Residence wiring 1,000 sq. ft. or less 224-00000426102 $134.00 Each added 500 sq. ft. or portion State of Oregon Surcharge (12% ot applicable fees) Technology fee (5% of permit total) 224-00000426102 $50.00 $2oda $88 63 821 -00000-21 5004 1 00-0000042560s Plan-_Re"-v-_Lg..r,y_Ad juslm_gl!- Residential $-250.00 s-iso.ooPlan Review Adjustment - Residential TOTAL DUE: $11,1s0.e0 :GOimiEt{T$ , ,, fiOLIHT pAlD ,.. ., ,=_ Check 28132 $l I,690.90 224-00000425602 )iii-ooaioii.saoz HAYDEN ENTERPRISES $t I,690.90 82 1 -00000-2 1 5004 224-00000426102 224-00000425602 225 Fifth Street Springfield, Oregon 97 477 541-726-3759 Phone City f of Springfield Official Receipt elopment Services Department Public Works Department RECEIPT #: 2201000000000000902 Date: 0713012010 e:04:03AM Job/Journal Number coM20l0-01021 Description Plan Review Same As Amount Due 250.00 Item Total:$250.00 Payments: Type ofPayment Paid By Check Number Received By Batch Number Authorization Number How Received Amount Paid CreditCard HAYDEN HOMES djb 091320 In Person Payment Total: $2s0.00 -S2s0-56'' cReceintl Page 1 of I 7 t3012010 I' SCANNED CGD Consulting, PC. Seruing Oregon Geatechnical Design & Consulting l'leeob Tim Dreiling Hayden Homes 2622 SW Glacier Place. Suite 110 Redmond, Oregon 97756 August 25,2010 Westwind Subdivision S. 48th Street Springfield, Oregon Re Subject: Sincerely, OGD Consulting, PC Foundation Preparation - Lot 3 Proiect No, 83Q-10:02 59 S 'r7tn s'f Dear Mr. Dreiling: This letter summarizes recent site grading activities and fill placement observed at Lot 3 at Westwind Subdivision in Springfield. Some previous site grading had been completed by others at this portion of the site. The recent work included extending the existing fill t15 feet to the west and slightly to the north. The fill was keyed into the toe of the existing slope tl to 2 feet and was benched into the slope as the work progressed. The fiil material was placed and compacted in loose lifts typically less than 12 inches thick. The fill material varied from silty gravel to cobble sized rock fragments to sandy clay. We noted that the fill was compacted at near optimum moisture content using a pad foot roller. Portlons of the fill material required scarification of the surface several times to attain the required moisture levels. We observed proof rolling of the compacted surface at regular intervals throughout the work. We typically noted negligible deflection during the proof roll. Areas of excessive deflection were identified during the proof roll and subsequently scarified, aerated, recompacted and re-evaluated until a stable surface was achieved. Based on our observations and understanding of the planned foundation construction, we believe that the site is adequate for residential development using an allowable bearing pressure of 1,500 psf or less. lt has been a pleasure assisting you with this phase of your project. Please call if you have any questions or need additional assistance rrt'f,iar&'a']"Jti racken, P.E., President 9027'NW Fir Ridge Place, Corvallis, Oregon 97330 (541) 738-089s By: Mel A''p- SCANI{ED SPRINGFIELD 3 D EVELOP]VG,NT SERVICE S DEPARTIVTENT I, b der ?fr,225 FIFTH SIREFT SPFINGFIEID, OR 974N PHONE (s41)726-375s FAX (541)72646As . www.ci. springfield.or.us MOISTURE. C O]\TEI\T ACKN O}YLED GEVIENT F ORra am the general contractor or the owner- the following address:t f3o s L/gr^ 5L Street Address (l ta- C--wl Permit # If applicable w - (/r/1 /ul 3 SubdivisionlLot Map ald Tax Lot To conform with the 2008 oregon Residential Specialty Code (ORSC), Section R318.2, I am notifying the build;ng official that I am aware of the moistwe content requirement of ORSC Section R318.2 and have takeniteps to meet this code requirement- fSection R318.2 is provided for reference.] Section R318.2 Moisture content. Prior to issuance of the insulation/vapor barrier approval required by R109.1.5.2 of this code:^ (Ai All moisture-sensitive wood framing members used in construction shall have a moisture cqnteqt of not more than 1 9 percent of the weigirt of dry wood framing members' (B) The general conkactor or the owner who was issued the stuctrual permit sha1l notify the building official on a division approved form that the conkactor or the owner who was issued the structural permit is aware of and has taken steps to meet the requirement in ParagraPh (A) 7-s,rr-za gnature I:Wloisture Content Aclstolil Form'doc Date LANECOUNTY OREGON s HED SPRINTTFtELD E ILDING PARTMENT LLC Exterior Wall Envelope Self-Gertification Form t,am the general contractor or theowner-ilder at the following address: {b Street Address (-/o - toat Permit# To conform to the 2008 Oregon Residential Specialty Code (ORSC), Section R703.1.1, I am notifying the building official that I am aware of the exterior wall en'Yelope requirements of R703.1.1, and hereby certify that the components of the exterior wa!l envelope have been installed in accordance with the code requirements. [Section R703.1.1 is provided for reference on the reverse side of this form.l re ? Date EUGENE Revised: 2l8|ZO1O Excerpt from 2008 Oregon Residential Specialty Code Section R703, Exterior Coveringl R703.1.1 Exterior Walt Envelope. To promote building durability, the exterior wall envelope shall be installed in a manner that water that enters the assembly can drain to the exterior. The envelope shall consist of an exterior veneer, a water-resistive barrler as required in R703.2, a minimum U8 inch space between the water-resistive barrier and the exterior veneer, and integrated flashings as required in R703.8. The required space shall be formed by the use of any non-corrodible furring strip, drainage mat or drainage board. The envelope shall provide proper integration of flashings with the water-resistive barrier, the space provided and the exterior veneer. These components, in conjunction, shall provide a means of draining water that enters the assembly to the exterior. Exceptions: t. A space is not required where the exterior veneer is installed over a water-resistive barrier complying with section R703.2 which is manufactured in a manner to enhance drainage and meets the 75Yo drainage efficiency requirement of ASTM E2273 or other recognized national standards. Z. A space is not required where window sills are equipped with pan flashings which drain to the exterior surface of the veneer in a through wall fashion. All pan flashings shall be detailed within the construction documents and shall be of either a self-adhering membrane complying with AAMA 77L-O7 or of an approved corrosion-resistant material or a combinatlon thereof. Self-adhering membranes extending to the exterior surface of the veneer shall be concealed with trims or other measures to protect from sunlight. 3. A space is not required where the exterior veneer is manufactured in a manner to enhance drainage and meets lhe75% drainage efficiency requirements of ASTM E2273 or other recognized national standards and is installed over a water resistive barrier complying with section R703.2. 4. A space is not required where the exterior veneer is matching an existing exterior finish as in additions, alterations, or repairs. 5. A water-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapter 6 and flashed according to section R703.7 or R703.8. 6. Compliance with the requirements for a means of drainage, and the requirements of Section R703.2 and Section R703.8, shall not be required for an exterior wall envelope that has been demonstrated to resist wind-driven rain through testing of the exterior wall envelope, including joints, penetrations and intersections with dissimilar materials, in accordance with ASTM E 331 under the following conditions: 6.1. Exterior wall envelope test assemblies shall include at least one opening, one control joint, one wall/eave interface and one wall sill. All tested openings and penetrations shall be representative of the intended end-use configuration. 5.2. Exterior wall envelope test assemblies shall be at least 4 feet by 8 feet in size. 6.3. Exterior wall assemblies shall be tested at a minimum differential pressure of 5.24 pounds per square foot. 6.4. Exterior wall envelope assemblies shall be subjected to a minimum test exposure duration of 2 hours. The exterior wall envelope design shall be considered to resist wind-driven rain where the results of the testing indicate that water did not penetrate: control joints in the exterior wall envelope; joints at the perimeter of openings penetration; or intersections of terminations with dissimilar materials.