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Permit Building 2019-10-25
SPRINGFIELD OREGON Web Address: www.springfield-or.gov Building Permit Residential Structural Permit Number: 811-19-002278-STR IVR Number: 811012565720 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Permit Issued: October 25, 2019 TYPE OF WORK Category of Construction: Single Family Dwelling Type of Work: Addition Calculated Job Value: $55,841.76 Description of Work: Family room and office addition ]OB SITE INFORMATION Worksite Address Parcel Owner: HOGLE ABE 5756 EST 1702331400200 Address: 5756 E ST SSPRINGFIELD, OR 97478 Springfield, OR 97478 LICENSED PROFESSIONAL INFORMATION I Business Name License License Number Phone MICHAEL JAMES JOHNSGARD - CCB 115358 541-736-3777 Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1020 Zoning/Setbacks Struct Res Pending 1110 Footing Struct Res Pending 1120 Foundation Struct Res Pending 1220 Underfloor Framing/Post and Beam Struct Res Pending 1410 Underfloor Insulation Struct Res Pending 1430 Insulation Wall Struct Res Pending 1440 Insulation Ceiling Struct Res Pending 1530 Exterior Shearwall Struct Res Pending 1260 Framing Struct Res Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 10/25/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD Permit Number: 811-19-002278-STR Page 2 of 2 Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811012565720 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Quantity Fee Amount Technology Fee $63.99 Plan Review - Minor, City 1 $141.00 Copies - > 5, up to 11x17, per each 7 $3.50 SDC: Reimbursement Cost - Storm Drainage 142.37 $142.37 SDC: Total Storm Administration Fee 17.45 $17.45 SDC: Improvement Cost - Storm Drainage 206.7 $206.70 Fire SDC - New Res Construction Sq Ft fee - enter sq ftg 456 $27.36 Structural building permit fee $688.10 Structural plan review fee $447.27 State of Oregon Surcharge - Bldg (12% of applicable fees) $82.57 Total Fees: $1,820.31 VALUATION INFORMATION Construction Type Occupancy Type Unit Amount Unit Unit Cost Job Value VB R-3 1 & 2 family 456.00 Sq Ft $122.46 $55,841.76 Total Job Value: $55,841.76 Printed on: 10/25/19 Page 2 of 2 C:\myReports/reports//production/01 STANDARD O n Ln o cO t` O n O Lf)O O CD a N t r\ Cr 7 r CO u') M r 'IT O O) M O O I C M L Cp O O 00 E00 N OD M fa N 'IT CD r- r st Cl) CO r- N M M t• �- Z .a U o ^ v N ea CO NER Efi 69 Ff3 6F).C j M y w 7 LL a c v CD A ER tR o f1 crvw� a U c @j c E N z CL > a', E v O E o n a a� e o L LO O m oLo o rn CE � E OD CO � CO Vk M � P-� O � r-CMO O O CO N T cu d 0 64 d b9 C14 61).fn 0, CA ER d LL O O O OOM M O O) O e- O O O O co co 0p 00 tl0 00 O o O o C OC) CLO co co coCD LO LCO ' O Y N I Y I IT I 17 w O OOOOOOO0 C = O 3 O OO O O O O OQ. 01 4) 9 vO O C4 V N N CA O v C) N Q coN CO CD fl-r0 N r0 d o O o a O cc Ch N a� CD Z a ISL o ca 0 w a N CL •dC o co - _ — L Q ELL N ZT U RC C O C LD m U) w N a N Q o� O a w L x V o E U U O CL r r o U Q o` 0 O m cn o Em E E2 E co LL Z 0 o O E a - m rn a OD a •` 7 — .Q O co (0 E o F- > o O U v U N C y CO F- CA N` d pQ : .Q v U U ai U C a U N o in cn m vii m O o v m lll N p) U O .Q 7 7 7 E 7 � O O O O LLcc No LU w a ¢ ¢ ¢ w Q U) m LL 0 0 0 o o r- Cl) O f` U) v 0 0 0 0 o o y OC14 cli CC) P- r c) N O c o CO O r U go m Lo Co N O ®Z•� Q '� y SQ CN> N R ►l� '� N M C6 O M m ti M NO i m = E cc p-a c Q cd N CU O] O O7 O) O) Q O) N O N. V1 N 0 H LO LO C L. - 4-5 z N N N a R N O N O NQ O O N O H O O O O f0 Structural Permit Application 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD 64'Ll ,r ,_:. oa IEGd N I DEPARTMENT USE ONLY Permit no.: Date: This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No CATEGORY OF CONSTRUCTION Residential I ❑ Government ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 515% t 5tt,ek City: t:r . c\ State: Ov— ZIP: q Subdivision: I Lot no.: Reference: Taxlot: V7. -15-14 . 00 PROPERTY OWNER Name:t_��cq it, Address: 53rcet4C City: c, State: QZIP:q� Phone. $ Fax: - - E-mail: ABE GSE ;1. C'Dwi Building Owner or Owner's gent authorizing this application: Sign here: ❑ This installati n is 44g made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION ti Business name: 6..� Address: City: ` State: 0 ZIP:q? Phone: Fax. - - E-mail: C ` + CCB license no.: (b) Tech fee, 5% (.OS x permit fee[2a]+PR fee [3c]) $ 0 Print name: [ � Signature SUB-CONTRACTOR INFORMATION Name CCB License # Phone Electrical Plumbing Last edited 5-5-2019 Wones --7 -7 AN Mechanical FEE SCHEDULE 1. Valuation information (a) Job description:-Teusc �c(c(iiroK ��i� ,roovh'�" Occupancy Construction type: Square feet: ! .-- Cost per square foot: Other information: Type of Heat: IGS} kN, Energy Path: E\e�kccc. ❑ new ❑alteration ❑ addition (b) Foundation -only permit? ❑ Yes ❑ No Total valuation: $ 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): $ 3: Plan review fees (a) Plan review (65% x permit fee. [2a]): $ (b) Fire and life safety (65% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): $ 4. Miscellaneous fees (a) Seismic fee, 1 % (.O1 x permit fee [2a]): $ (b) Tech fee, 5% (.OS x permit fee[2a]+PR fee [3c]) $ DOTAL fees and surcharges (2e+3c+4a+b): $ Gam- 'TYC t SS L' S "150 POLA-0 - J ---mss 2 ) p n > { » w & ,°-©& m /kGr� ,a ow E Nr § « § CL Q $ _ m 0j 2 IL � 0— Ln § / \ § & cl{ >E } ƒ > < & k £ E °® / ( � ± \ \ _ \ o / 4-0 {R q / (D§ LOg k A L d c k CM 2 § o $ v Q 2 LL CL \ § < / / i o ( k § 2 < � \ / m U) g _ t o 0 ƒ N \ CL 2 m k \ \ u w / g7 z co ecok oG t 0o rR 29 r0 _ fg \ / 2 \ a) AA-. ¥ 'a 2 = I \.} { ƒ ka 7 L 126 \ o = 3E 7 / �a /§ ƒ ) E CITY OF SPRINGFIELD SYSTEMS DEVELOPMENT WORKSHEET JOURNAL OR JOB NUMBER: 19-002278-DWL NAME OR COMPANY: ABE HOGAL c7 DIRECT RUNOFF TO CITY STORM SYSTEM LOCATION: 5756 E ST TAX LAT NUMBER 1702331400200 A. REIMBURSEMENT COST A B. IMPROVEMENT COST: AREA DRAINING TO DEVELOPMENT TYPE: Single Family Residence O NEW DWELLING UNITS 1 Bill llSllNCj SI!_l:1SI'1' 0 10 1 Sll.L (SI=1: 0 94 IMPERVIOUS AREA MAX 45°0 0 MAX 35%1 0 1. STORM DRAINAGE A. REIMBURSEMENT COST: c7 DIRECT RUNOFF TO CITY STORM SYSTEM NUMBER OF FEU 's x lCOSTPERFEU 0 1 $135.93 A. REIMBURSEMENT COST 105' B. IMPROVEMENT COST: AREA DRAINING TO NUMBER OF FEU's x COST PER FFU IMPERVIOUS S.F. x 0 $1,620.85 COST PER S.F. = $0.00 DRYWELL C. COMPLIANCE COST: CHARGE NUMBER OF FEUs x ICOSTPERFEU 473.00 $0.301 = 0 = $0.00 $142.37 $142.37 _ $0.00 B. IMPROVEMENT COST MWMC ADMINISTRATIVE FEE = 50.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $0.00 IMPERVIOUS S.F. x SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) COST PER S.F. CHARGE 5. ADMINISTRATIVE FEE: SUBTOTAL x I ADM. FEE RATE 473.00 $0.437 = 0 $206.70 $206.70 TOTAL STORM ADMINISTRATION FEE 1071 ITEM 1 TOTAL - STORM DRAINAGE SDC $349.07 0.00 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE: 2. SANITARY SEWER- CITY $0.00 11077 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 1078 A. REIMBURSEMENT COST: TOTAL SDC CHARGES = $366.53 PREPARED BY Steven Petersen DATE 10/9/2019 NUMBER OF DFU's x COST PER DFU 0 $170.50 = $0.00 1091 B. IMPROVEMENT COST: NUMBER OF DFUs x COST PER DFU 0 $3.99 = $0.00 1092 ITEM 2 TOTAL - CITY SANITARY SEWER SDC = $0.00 3. TRANSPORTATION A. REIMBURSEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x COST PER TRIP x NEW TRIP FACTOR 9.57 0 19.86 1.00 = $0.00 1093 B. IMPROVEMENT COST: ADT TRIP RATE x NUMBER OF UNITS x PER TRIP x NEW TRIP FACTOR 9.57 0 FCOST $377.40 1.00 = $0.00 1094 ITEM 3 TOTAL - TRANSPORTATION SDC = $0.00 4. SANITARY SEWER- MWMC A. REIMBURSEMENT COST: NUMBER OF FEU 's x lCOSTPERFEU 0 1 $135.93 =r $0.00 105' B. IMPROVEMENT COST: NUMBER OF FEU's x COST PER FFU 0 $1,620.85 = $0.00 105: C. COMPLIANCE COST: NUMBER OF FEUs x ICOSTPERFEU 0 1 $22.82 = $0.00 MWMC CREDIT IF APPLICABLE (SEE REVERSE) _ $0.00 105' MWMC ADMINISTRATIVE FEE = 50.00 1056 ITEM 4 TOTAL - MWMC SANITARY SEWER SDC = $0.00 SUBTOTAL (ADD ITEMS 1, 2, 3, & 4) _ $349.07 5. ADMINISTRATIVE FEE: SUBTOTAL x I ADM. FEE RATE = CHARGE $349.07 1 5% $17.46 TOTAL STORM ADMINISTRATION FEE $17.45 TOTAL SEWER ADMINISTRATION FEE: 0.00 1079 TOTAL TRANSPORTATION ADMINISTRATION FEE: $0.00 11077 TOTAL MWMC ADMINISTRATION FEE - LOCAL $0.00 1078 TOTAL SDC CHARGES = $366.53 PREPARED BY Steven Petersen DATE 10/9/2019 DRAINAGE FIXTURE UNIT (DFU) CALCULATION TABLE NUMBER OF NEW FIXTURES x UNIT EQUIVALENT = DRAINAGE FIXTURE UNITS (NOTE: FOR REMODELS, CALCULATE ONLY THE NET ADDITIONAL FIXTURES) FIXTURE TYPE NO. OF FIXTURES DRAINAGE UNIT FIXTURE NEW OLD EQUIVALENT UNITS BATHTUB 0 0 3 = 0 DRINKING FOUNTAIN 0 0 1 = 0 FLOOR DRAIN 0 0 3 = 0 INTERCEPTORS FOR GREASE / OIL / SOLIDS / ETC. 0 0 3 = 0 INTERCEPTORS FOR SAND / AUTO WASH / ETC. 0 0 1 6 = 0 LAUNDRY TUB 0 0 2 = 0 CLOTHESWASHER / MOP SINK 0 0 3 = 0 CLOTHESWASHER - 3 OR MORE EA 0 0 6 = 0 MOBILE HOME PARK TRAP (1 PER TRAILER) RECEPTOR FOR REFRIG / WATER STATION / ETC. 0 0 12 = 0 0 1 = 0 0 RECEPTOR FOR COM. SINK / DISHWASHER / ETC. 0 0 3 = 0 SHOWE SINGLE STALL 0 0 2 = 0 SHOWER, GANG (NUMBER OF HEADS) 0 0 2 = 0 SINK: COMMERCIAL/RESIDENTIAL KITCHEN 0 0 3 = 0 SINK: COMMERCIAL BAR 0 0 2 = 0 SINK: WASH BASIN/DOUBLE LAVATORY 0 0 2 = 0 SINK: SINGLE LAVATORY/RESIDENTIAL BAR 0 0 1 = 0 URINAL STALL/ WALL 0 0 5 = 0 TO] LET, PUBLIC INSTALLATION 0 0 6 = 0 TOILET, PRIVATE INSTALLATION 0 0 3 = 0 MISCELLANEOUS DFU TYPE NUMBER OF EDU'S 20 = TOTAL DRAINAGE FIXTURE UNITS *EDU (E uivalent Dwelling Uniq is a discharge equivalent to a single family dwelling unit (20 DFU s) set at 167 gallons per da 0 0 MWMC CREDIT CALCULATION TABLE: BASED ON COUNTY ASSESSED VALUE YEAR ----jCREDIT ANNEXED RATE/$1,000 ASSESSED VALUE $5.29 $5.29 $5.19 $5.12 $4.98 $4.80 $4.63 $4.40 $4.07 $3.67 $3.22 $2.73 $2.25 $1.80 $1.59 $1.45 $1.25 $1.09 $0.92 $0.72 $0.48 $0.28 $0.09 $0.05 IS LAND ELGIBLE FOR ANNEXATION CREDIT? (Enter 1 for Yes, 2 for No) IS IMPROVEMENT ELGIBLE FOR ANNEX. CREDIT? 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N— c u a) t Q d In o L S ai a% L o f6 3 'E L) o O O L m L❑— LL N m +� a) L rn (n _ Q> m m +•+ .Q 4-1 `O a hA 14= 10 � > a) v 'a 3? O o Y Y �C F-. �G �G �C �C -le �C �C _x N -a �p n• O a) C Y u a) u a) u a) w ❑ (o Ur u a) u a) u a) u a) Y (o u a) u a) u u a) a) 70 m a) C C 3 Y _0 E L Q C a.+ C m 4-1 u a) ..0 = = = ..0 = = a) I¢ m L u m_a co Q U U U 1 U U U U U U U U =LL_ Ln a in a a U �aFIX 1 ENERGY EFFICIENCY TABLE N1101.1(2) ADDITIONAL MEASURES For SI: 1 square foot = 0.093 m2, 1 watt per square foot =10.8 W/m2. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 1 High efficiency walls Exterior walls—U-0.045/R-21 cavity insulation + R-5 continuous Upgraded features 2 Exterior walls—U-0.057/R-23 intermediate or R-21 advanced, Framed floors—U-0.026/R-38, and Windows—U-0.28 (average UA) mUpgraded features 2 3 Exterior walls—U-0.055/R-23 intermediate or R-21 advanced, e Flat ceiling° U -0.017/R-60, and EFramed floors—U-0.026/R-38 d Super Insulated Windows and Attic OR Framed Floors m— � rn q Windows --U-0.22 (Triple Pane Low -e), and W " Flat ceiling'—U-0.017/R-60 or o 0 Framed floors—U-0.026/R-38 > Air sealing home and ducts C Mandatory air sealing of all wall coverings at top plate and air sealing checklistf, and 5 Mechanical whole -building ventilation system with rates meeting M1503 or ASHRAE 62.2, and All ducts and air handlers contained within building enveloped or All ducts sealed with masticb High efficiency thermal envelope UA9 6 Proposed UA is 8% lower than the code UA High efficiency HVAC systema A Gas -fined furnace or boiler AFUE 94%, or ;v Air source heat pump HSPF 9.5/15.0 SEER cooling, or N Ground source heat pump COP 3.5 or Energy Star rated y d Ducted HVAC systems within conditioned space 0 B All ducts and air handlers contained within building enveloped Cannot be combined with Measure 5 v Ductless heat pump heat HSPF UDuctless pump 10.0 in primary zone of dwelling d a High efficiency water heater' D Natural gas/propane water heater with UEF 0.85 OR Electric heat pump water heater Tier 1 Northern Climate Specification Product For SI: 1 square foot = 0.093 m2, 1 watt per square foot =10.8 W/m2. a. Appliances located within the building thermal envelope shall have sealed combustion air installed. Combustion air shall be ducted directly from the outdoors. b. All duct joints and seams sealed with listed mastic; tape is only allowed at appliance or equipment connections (for service and replacement). Meet sealing criteria of Performance Tested Comfort Systems program administered by the Bonneville Power Administration (BPA). c. Residential water heaters less than 55 gallon storage volume. d. A total of 5 percent of an HVAC system's ductwork shall be permitted to be located outside of the conditioned space. Ducts located outside the conditioned space shall have insulation installed as required in this code. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U -factor no greater than U-0.026. f. Continuous air barrier. Additional requirement for sealing of all interior vertical wall covering to top plate framing. Sealing with foam gasket, caulk or other approved sealant listed for sealing wall covering material to structural material (example: gypsum board to wood stud framing). g. Table N1104.1(1) Standard base case design, Code UA shall be at least 8 percent less than the Proposed UA. Buildings with fenestration less than 15 percent of the total vertical wall area may adjust the Code UA to have 15 percent of the wall area as fenestration. 2017 OREGON RESIDENTIAL SPECIALTY CODE 435 OE �-� 75 Engin e e ring Re: J 1043297 Phone Quote/Walk-In Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Eugene). Pages or sheets covered by this seal: I13008688 thruI13008693 My license renewal date for the state of Oregon is December 31, 2020. 11822P I I ( r Li'IG4,lV�i 71161$2 n r f l RLN October 10,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. I Job Truss Truss Type Qry obnRl113008693 J1043297 A6GR GABLE 1 The Truss Company (Eugene), Eugene, OR - 97402, 8.320 a Aug 28 2019 MITek Industries, Inc. Thu Oct 1014:26:20 2019 Page 1 - ID:64UbkOm5CMor5QUAl FJktkylbks-gPEhgB5tbtPKOL3Hp27FOaV4S92nO3bNdcOUKGyUnuX 6-2-8 17-1-4 16-0-0 20-10-12 228 r 6-2-8 4-10-12 4-10-12 I 4-10-12 1- -7-8-12 Scale = 1:39.2 _ 4x4 = 4.00 12 3x6 II rsa vvo — 4x6 II 6x8 = 4x8 II 4x5 II 2x4 I I 6-2-8 4-10-12 4-10-12 4-10-12 . 1-8-12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-2], [2:0-2-0,0-1-8], [4:0-1-4,0-1-12], [6:0-2-0,0-1-12], [7:0-2-8,0-2-0], [8:Edge,0-3-8], [9:0-4-4,0-2-0], [10:0-2-0,0-4-0], [11:0-3-12,0-1-12], LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress ]nor NO Code IRC2015/TPI2014 CSI. DEFL. In (loc) I/deft Ud TC 0.84 Vert(LL) -0.2211-13 >999 360 BC 0.99 Vert(CT) -0.3511-13 >774 240 WB 0.73 Horz(CT) 0.08 8 n/a n/a Matrix -MSH Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 LUMBER- BRACING - TOP CHORD 2x4 DF N0.2 *Except` TOP CHORD 1-3: 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* BOT CHORD 8-12:2x6 DF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF Stud REACTIONS. (lb/size) 1=7090/0-5-8,8=7090/0-5-8 q ,y .y Max :-1•�rz n1F102(LC 7) Max Uplift 1= N306(LC 6), PT-a273(LC 6) Max Gu-v4r-7177(LC 22), 8=71t7(LC 21) FOAQF,,S'. (lb) -Max. Comp./Max. Tette �AlKurees 250 (lb) or less except when shown. TOP CHORD 1-2=-17512/3180, 2-4=-119681,'183, 4-5=-6908/1275, 5-6=-691211282, 6-7=-3260/605, 7-8=-' 00311:,49 BOTTPIORD 1-1b'=-3035/';6563, 11-13=-3055/16563, 10-11=-2047111260, 9-10=-569/3073 WE$$ e„ ,,, 2-13=-55413411, 2-11=4734,%1090, 4-11=-814/4767, 4-10=-697011143, 5-10=-68513939, L y y 6-11t--,77,1/4309, 6-9=,y40J1(7,(;A, 7-9=-1184/6624 " I a PLATES GRIP MT20 2201195 Weight: 424 Ib FT = 20% Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verOcals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTEGA ' , , , 1) 3 -ply trussto be connected together with"10d (0.131"x3") nails as follows: Top clhpids connect44g fp4ows: 2x4,-,1„row st 0-7-0 oc. rows staggered Bottom chords connected as-follows:4Px6 -42 rostaggered at 0-6-0 oc. Webs e0hoeeted as id llpws:,2x4 - 1 row at 0'9 �0 oc. 2) A(I doads.ere considered squally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ❑❑ (� ply connections haveb6den''provided to distribute only loads noted as (F) or (B), unless otherwise indicated. d� �*►} C �� 3) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; ] MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate rid 'A grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. OREGON 7) Gable studs spaced at 4-0-0 oc. 7(16182 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 10 will fit between the bottom chard and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) RENEWS: 12/31/20 1=1306,8=1273. October 10,2019 (L®AojQA8E(8)9eS?andard A WARNING-VeWdeslgnpwamerefsandREADNOTESONTHISANDINCLUDEDMITEKREFERENCEPAGEM11.7473BEFOREUSE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown V ,_ is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 5�1 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracingg, consult ANSVTPII Quality Criteria, DSB-89 and BGSI1 Building Component t Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. heTR�Y** SSCO. INC. The Truss Company (Eugene), Eugene, OR - 97402, LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1 -5= -106(B= -40),5 -7= -106(B= -40),1 -8= -526(F= -B1 11) 113008693 ® WARNING- Ve* des/gn parameters and READ NOTES ON TNISAND INCLUDED MREKREFERENCEPAGEMI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCS11 Building Component Tf** SafetyInformation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719. #heTiG V .��CO. INC. • sees • • •••• •••• • • • • •• •••• •••••• •• • • • so • r• 113008693 ® WARNING- Ve* des/gn parameters and READ NOTES ON TNISAND INCLUDED MREKREFERENCEPAGEMI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ' fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and SCS11 Building Component Tf** SafetyInformation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719. #heTiG V .��CO. 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BOX 95 VIDA, OREGON 97488 541-968-5056 psh424@gmai1.c= Page: 1/6 -Rev Date: 10/16/19 Client Abe Hogle 5756 E St. Springfield, OR 97478 Location: 5756 E St. Job Description: Design revision for addition at 5756 E St Job Number. 116-19 Design Criteria: -OSSC 14 and ORSC 17 -SDC D -Exposure B -120 mph wind -Roof Snow Load=20psf -Roof Dead Load=15psf -Floor Dead Load=10psf -Floor Live Load=40psf *1500 psf soil bearing pressure for design. *The following is not in the scope of work from this office: *Geotech by others. *Waterproofing by others. *Trusses by others. - T - _y, �1N � 5 - - 2 Pw • DP.iEGON41?Y A15, ; G J EXPIRATION DATE: E/30, z( . , e J J - 1 C5(Z5C-11. *k— tr: r.���1�tNG �AcLttLA""fty ��' HILL & DALE ENGINEERING, LLC P.OBOX 95 VADA, OREGON 97488 541-968-5056 psM24@gmat.=m Page: V10 [late. 09/12119 Client Abe Hogle 5.756 is St Springfield, OR 97478 Location: 5756 E St, Springfield Job Description. Structural for addition Job Number. 116-19 Design Criteria: -OSSC 14 and ORSC 17 $DC D -Exposure 8 -120 mph wind -Floor Dead Load=10psf -Floor Live. Load=40psf -Roof Snow Lead=20psf -Roof Dead Load=15psf *1500 psf sail bearing pressure for design. *Geotech by others. *Waterproofing by others, *Trusses by others. Ph. IN OREEGGN `' /7 R Ry t..� V E7fPiRAT10�} DATE Fil�C1' � � •ass 6 • • • r..• 6666• • • • 6 666.6• •660•• •• � aaa6a6 •a � •. 6666 6660*0 6606 00 • • 6006 .. .� ��.a •a:ia..���~. � �'� r-j� � K:.��o�. tt ` a.i -3�t: �� s�J �-a �' i L.. if/V /`�t (j1...3 �,• s!f! ,J1_p'`.l �sfly 11 9 Figoil; �� a i M40 m s ba p ONi II Ing m e rill _> m a 2m } 2 Y g JigP E -'►�*�+n Phone Quote/Walk--In Avwvrai °r8tai Draw q. means fire �cMqurmien. skiupm+a u ""r° .Haring bcatioWP�ved Am C� cW °been Abell le _ _. rwie+vW am you moat ft a9 arK7 approv° at � and hues cofuds on the the iru• 57FR i=-�'4feor �nrin�Fn4i i'1ii -- Ld, Tn:w. wi bem as vMfovea HILL & DALE EN61NEERIN6, LLC PO BOX 95 VIDA, OREGGN, 97488 (549) 868-0667 UIENT -- SHEET NO. CALCULATED BY_+ t JOB H OF DATE V -p 3 . A 5 2? .moi SOCY14 0-~ 2 ►�= !949 A-/ f3)' � _ 1 X s t5 ? V = 1513 YL� E -.l e is ! / 3! 3 Ott =, 3 - • i• • �sr•s • • tete• a • •• • tt • • .• ••!••• t• • • i • t �r ••,t MEMBER REPORT Level, Floor; 3oist 2 phm*s) 217/8" T3I4D 210 0 24" OC Overall .ength: I& n - All locations are meawed from the outside We of left uoport (or left cantllew end). All dimersions are hwhrrM. Design A+ 644ca"M Aftvmb ftarrulk LDF LOINECamai0smm(patbarq) Member Reaction abs) 832 0 41/2" 1459 (3.50") Passed 5795 1.00 iA 1) + 1.0 L (Ail Spans) Shear (Lbs) 784 0 51/2' 1655 Passed (4796 1.00 1.0 0 + 1.0 L Ali Spars) Moment (Ft-Ibs) 3023 0 V 3795 Passed (8096) 1.00 1.0 0 + 1.0 L Alt ) Live Load Deft. rn) 0.262 @ 8 0.381 Paned L/700) — 1.0 D + 1.0 L (All Spans) Total Load Def). (in) 0.310 o 8' 0.752 Passed L/538) -- 1.0 0 + 1.0 L All T] -Pro'" Raring 50 50 Pam • Deflecdon aft. a: LL CU480) and TL (L/2". • TOP Edge &§&9 (Lu): TOP—Vresrion edge must be braced at W r 0/c un as deU*d odwv&e • Soften Wile Sradfg (W): &-Mmm mmpresstan edge muAt be braced at IT li o% unless derailed atlw v*e. • A struduvil analysts of the deck has not been pefomred. • DdkdlOn analysis is based on composite attldm with a sargle layer of 1118' Weyefteus er Wee fiend`' Pand (48' Span Rating) that is OuW and, nailed down + Addslonal consfdnadora forOwT3UPro RaSng wfdk4t: None �Y.� $upportflt Teter A Wilafsk R3agno1d Leadfnt+aSupposs�(Jys) :ssrasaor4se Dead Flowtive Told 1- Sind watl - SPF 5.50" S—W 1.75' 142 540 $32 Biodurg 2 - S#ud ural! - SPF SSO' 425" 1.75" i92 640 a32 I I1f filen Board + non hoard s assumed to cant' 0luaus appaed Ore" atrovt it„ bypassng the member being designed.. Bbddng Pandy are amend to rorty no leads app6d dreet y ab&m %am and the U bad is appied m the member briny designed, Veru Luaid Leckmw oiioe) spading Dead (M90) fhwfj a (nab) CanvaarA� 1 - LMMM (PSF) d to 16' 24" 32.0 40.0 Default Load PASSED System : Floor Member Type : -I&M sukfing the, RWdit-OW &Aft We ;IBC 2015 Design Meb w&kW : Aso We ertu%euser Notes Yeyefiaek :e u n taus Vwkthe shing of as pm&xU will be in ascendens wRh Wcycrtm xw pndud design mbua arm publOW design vakw. VYtyaMaeraer express (NAdaims any affier vMrandes r+ebrbed W the sdbwm. Lisa Of ft r. d.v re s not htuded W dr axmm t the need for a design pmfessionaf as doWmired by the aul w ty haveng jursdcbm. The desiWw of re wd, builder orframer k nSpOnsible tr MACS teat ibis u:ailadwiL cnrupaUNO VAh #fit Wang praimtAoussoda (Rim Bwr4 Moding Pan& noxi Sg--h Sloda) ase n atdesiMmi by this add FMduds marr+facpaed at I leye er fades art ffrYd-party oebTied to sustainable forestry stwxw s. Weyerhaaaer Vqljlinewed Lumber Prodiutc have been cvWLqftd by IC -S under evaluftn rWorts ESR -1153 and ESR -1387 and/or tested in xcurda"vft arp"'ct'8ASM standards. For ctwnw t code waivabion reports, Weytowefav Product Maabwe and InsbAnbon detaB: refer to rvkw�wtyerF kser oomjrvoodprodrx�doc4ment-Rx+aY- Ioee product vnpkaf%-, inph dawn loads, dimensions aro supportbs%rmadon have bet, provided by rvrbeWWEs Saftwe Operator FaiftWEB software pp+aratdr Ida NOW Pxnela wistrom HA'SL Date &Ohbtsirg (541) 968 -sass p&MZ40gmral.mm A� 9u5fPdNAM FOMTPY 9dmATK WeyCEflaetrAer 9/12/2019 7:18:42 PM UTC FoftWEB V2.1, Engflle; V7.3.2.309; Data: V7.2.0.2 Fite Name: hl Paae i / 1 HILL & DALE ENGINEERING, LLC CLIENT PO Bax 7 SHEET NO- —. _ : — DF - p Q , . V I D /1 r ORE / 0 N, 7 �y 7 4 8 8 CALCULATED BY ---- DATE S54 1! 86B-0667 JOB#� ..._.-- 1M�i F--0 C, --i' P7-, L6 A-- S frz-.iL'��� ?t • Aiw• • 6 i•s• • • •r••w •w -iii• ••�' • • s i i •r • r••r•• • • •ccr • s • • r • • re•• •••• HILL & DALE EN6INEERIN6, LLC PCO BOX 95 VIDA, ORE60N, 97488 (541) 868-0667 1 � f � C L 52 V by �s CLIENT SHM NO. OF - CALCULATED BY DATE _ JOB # CA G F—X-A 8 �zor�-��v�rNO p(iG=q%12_ z� -- rA — Vy t uG 3g .f HILL& PALE ENGINEERING, LLC CLIENT PO BOX 95 SHEET NO. VIDA, OREGON , 97488 CALCULATED BY DATE (541) 868-0667 JOB#— ao) -- /s t Z, L- L -24 vz- V, --4jr /So ,q z,S 21/1 2- --72 132S- Zjl rA 11S-(1?-)C2,S) 1-61; "s L) -PL -1 r-7"= It fe. - • HILL & DALE ENGINEERING, LLC PO BOAC 95 VIDA.OREGON, 97488 (541) 868-0667 CLIENT SHEET N0_ t CALCULATED BY- P , JOB # Ki DATE V3 : STS P J C,, v A=1 fJ- I LA -r -a r�-A L- c -A-- L � y- L L -c -s /f,2S° � f s .bX- 9sl Z Z ir, 0 Baer., {" -uv = 7 �- ZA EX 1 z � M Vis, CDX OR 7016" CJS$` OR Ti.I 1 BLOCK PANBL BD(YW 12" 0.C, FIELD SEE DET.4.II. --� 0 O.C. NAIL SPACJN(� iN INTCHM , (0 PANEL PDarEs 7,0 SIEATH BOTH SM.Biq 4 @ An i()M PA -.NM ms s, STAGGEkWAMM CO. C64LA&W 09— ,_ BAmlim. CIIAt - TIOLD0'AW TOCA=OW Olq PLANS STRAP LOCAT Oil ON PLAXS 15 GAU STAY, Eo 9999.. �.... s�1" • . ,9999 9999 000.3 • •. ss 90090& ..s. a • A— :2 � s • !. • !0990. - !..• .! 3.95 9 2f# J . .. 90.00! !• • • G 00 HQTJVA EM .. ! • 0099•. r • :9909• • ••.! r_ • • . , �-a---Q-..�.... • . .• 99!09• y s 0999 PO BOX 9 Sr OF -- VIDA, ORE60N, 97488 exEL?%Ja. I OF (541Y896-9. 05 J08r• i ' b PTA 1=L- �- Vi' ovErR. Puy 17N-tlW fp 104 AA -e 0415 tri Wgo or— 6�' Ndl V - (Ks Part PLAM) 7 ' SILL GENERAL NOTES 1. DrS iw ars inteAW to reprraent desired vmtnictica reacts. It is tilt reepenelblky of the contractor to eaalntaiur strocweal integrity of tilt hull ft during matrrctlok L tf to Theof the contractor to obiala required perralts frain the twgdarary PrWctfal(s) 04or to the start of construct" The contractor 4d massa full responsibility for all raorgas rewired by the f arldtiiction should hivshn hot follow ft procedure. 3. Catfrector to verify aA ethnwtdaw before starrdrg construction, and brlgy do/ and all discrapenNas to the attention of the designar prior topreceadiryy moth work in the affected area This ituckdes ry$yiw roof plidws. AN dreWW scaled at 1141 a 1' - V asdme rated otherwise, 4, andpr7or to canossacho trark at the affedadarea. Materials specified as '(or aqJ" en ports owbe sitestttulnd wlthouf prior oppr.vw of the designer p vvkled eahtractor retalM pr odhst specifieatimis dwwN egadity or apariaity to the apesifw4 taaterial. 3. Indicated datmnatnmore rquired awaswemeats_The indicated tsaoareinamnam fran tatcwm•edstW orpJata to uneoyersd scud or latnat the Wmv d side edeas spedfW other osa. wo scala tnmwrmwnts fran blue prima or capias shelf be ratetdaed wdld 6. CotuttacfarurripoumWnfm/hecoadbutbhof4trades hwdve�1bi11JsurtuMtctlaaprofect,and for aseuring regalred ttispectiehs ora requmfed and pMa wad iea tendy mwswr. 7. All cobtructlwr shall tainply wlth the 8017 Or" Rrsidenflal Spedelty Code (ORSC) 6. AEI connectors specified shall be ShMeah Stroag•Tin Brad, if anllable. Thaw ealwaclare May be st"tituted for wrth another, brand If noted ahplav, bort shall rat ba sabstRwad for If ar'(or'sq.i rete Is not irowded for any epulfic dtuation 9. An/ changes to Cha feel draft of plats s61111tted to the emtower after acceptance of tilt Platy by the Clstomer shall be consmered ow plans. 10. A4 wad asrmad to be DF 09 or better, unless noted othertrlae. It, All Window and dour headers shall be (2) 2 x 6 eades specified otherwls , Sen fhe rrrd-manber header data[!. 12, Smoke detectors shall be installed IN accerdmna w1M th*ODSC. In ops catwtntctlon, the now datectara final! be Interconnected and hard-efred, and there shill be a detector in each sleepftg room, outside sash sleeplhg arm, old one on an%addltfowl story of thedaeNOug. 13. AN exterior halls *hers to apnYrgs occu are to be considered prear"ka forth brats panels. Panels that require apecul ndiing (Mat ars o terratc t>wnra pttela) araroted an the plow. FOUNDATION NOTES L All footYgs cwt bear on uhdkttsiud soll &Md of ay eugonic saterial, on a inkimum of 6' waterid compacted to 95%, or on ==sail par a sail nig war's JWtadhHrd mart. Cohpacted matarwomp cowist of 3/4• stashed rack or gram. dor matariol. FooNtgsahall be stgtped as mwA ed to and UM Mw req k*d Wald en depth (or mare) bales fidshad grade. 2, MiNrnum eompereted fel sipporHog any whcrsts work (41x1a rep flotwo k) shall be e'. uulest d«igtwd and impacted bl an Orrgat ArdlMsct fir Eng6wer. All eampretlah snail be too mhdmrn 9W 8. All conureta shall bnvea mlMmtae Ise eftsgth of 25M PSI edam requTrod to baa higher atraiglh by design, Concocts owl be ttrr ehhalwd mtNmum 3i, mauanun 7%. 4. Concrete dans shall have can" Jogtts at ono dma 25' IMema4 In any direction 5. Unless spedfied otMrwua. all rolyda cave steel shall be A-615 grads 60, WMA shall be V x W,10-10, A-05 6. AU wood rh contact suis soarers shall be procure traoted. Autrrta poste dell kn.apeti atnd from aa+entfe hosts wMM rlNnean WIN roll roafRg. All Interior poets groats[ than 4' br height dual be wwchiWody faehywd to the prar acrd tram. VON, Nails or serrws drivta into unsure treated [rood shat! be HD Gdv. ELEVATION NOTES ROOFJ1N& 40005rrM ROOFING, OWR 015 FiLT fOR EQ.), OVER MEN. tK 1/2" CN( PLYWOOD COR @Q,) SWP*.. T- I-11 SIMS, 0MAT04 6XUTMR, OVER TYVEK (OR ECK OfiETt lAM NOIR 1/J"' COX PLYWOOD (OR EQ.) SHARE SIDING IN FRONT EAGLES WpwW3: veft PER cam RAcrowaoMEomim RAKES AND FASCIA: 2 x 6 S.P.F. (OR EQ) TRIµ: 1)L4 CEDAR(TYPJ OrUA1L7WflMTORT OMARAO 40( NDS) TO EXT EMb A MIN 6" BEIDW TA. STEMWAU. St OPE STOOP AWAY Fwm ttouSE. ENERGY CONSERVATION { 1. Flat COUM, S,Sbpsd cam. twbitable apace...._.—...,.R-30 3, ExfaMar Wotle. habitable maca 4, Windows,hahttablesP�aa'a.......n,,.'-.,r�Ue.SO 3. Interlar floor cooed to erarated space, Mhbttabla orate..- ....................._,,..R -3o & Exteriarpoars,hcift"espace.----�U-20 7. Extwfor Doors w/•23 s4 ft-91x2.,.--..,,-,U%AO I_ _ __ — "• _ 128,35' g 8 ' I 1—Tprta�rattra emailNRR ae.QN �/"� � I ♦ � laNereateu � ' ♦;xrem � hostas AAM TO OSIT_ OF awtwAr � nrnertt.ipl r PIAT PLAN 1 F7 -W3_334-7 PAGE SCHEDULE $CALE: t" = 20' PASE 7: FOUNDATION NOTES, GENERALNOTES, ENERGY CONSERVATION, PAST SCHEDULE, WEST ELEVATION, PLOTPLAN PAGE 2: QaSTING FLOOR PLAN w/ DEMOLYTLON NOTES PAGE 3: NORTH AND EAST ELEYATIONS PAGE 4: PWOSED FLOOR PIAN, SECTION A 6 R PASS 5: FOUNDATION PLAN b DETAILS PAGE 6: ROOF PRAMING PLAN, TYPICAL ROOF WALL CO"CTWN WEST ELEVATION SCALE; 1/4" c V - On HOGLE AEVJIYfOKSe >lIEE1r 1 6 OP: s Connect Storm Sewer to EXISTING weephole(s) in curb per City Standard 3-6. Pipe constructed within Right -of -Way must be perpendicular to Right -of -Way. MINIMUM SETBACKS— INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS DATE RECEIVED 10-4-19 JOBNo19-002278-DWI ZONE LDR OCCUPANCYGROUP R3 UNIT 1 OCCUPANCYLOAD STORIES 1 TYPECONSTRUCTION LEGAL DESCRIPTION 1702331400200 ADDRESS 5756 E ST I OWNER ARF- H[- GI F u; THE CONTENTS HERE ON HAVE BEEN RE VIEWED, WITH • • ALTERATIONS NOTED ONTHE PIANS OR BYATI'AQflVIEIdT. �t CHANGES OR ALTERATIONS MADE TO THE APPROVED • DRAWINGS OR PROJECTAFTER THE DATE BELOW %IAU BE APPROVED BYTHE BTAIDING OFFICIAL. a CITY OF SP INGFIELDa OREGON • • • 0 0 • APPROVED BY TE 1 O (9 g NOTICE: This permi shall expire if the work fit authorized under this permit is not commenced or is abandoned for any 180 day period. • • 0 1 I ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by • calling the center. (Note: The administrative telephone gg(800)332-2344. number for the Oregon Utility Notification Center is IIre,, *sees* AEVJIYfOKSe >lIEE1r 1 6 OP: s Connect Storm Sewer to EXISTING weephole(s) in curb per City Standard 3-6. Pipe constructed within Right -of -Way must be perpendicular to Right -of -Way. MINIMUM SETBACKS— INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS :see% 0e:606 0 •00• 0000• • • 0000 • 0 • • •0.000 0000• • 00••00 • •• a • • • 0 0 • •• • • • • • 0 •• • • •0 •• •••• *sees* see* • • • •• 0 00•00• •00.0• ••0• • 00 •. 0 0 0 0 0• 0 00 • . • 0000 0000 DEMOLITION NOTES ©REMOVE SIDING 8 PAPER e ADDITION; © REMOVE FL HT. WALL; SUPPORT ALL SHEATHING TO REMAIN I LOADS DURING CONSTRUCTION I Arm ACCES6� I � PROCESS ©REMOVE TRUSS TAILS AND SOFFIT B ------------------- BEDROOM #2 ADDITION I!I ®REMOVE SEP D COPATIO AND CONCRElf WALK© REMOVE WALL TO 44" ABOVE FIN. FLR • • ADDITION AREA k5 NECESSARY HALF WALL TO REMAIN; SUPPORT ALL LOADS DURING CONSTRUCTION CAP HOSE BIR/ HOSE BLD 0 PROCESS I I I ADDITION (NORTH WALL) -- - — 2214' - Q RELOCATE DRYER VENT TO EAST WALL OF HOUSE RELOCATE CLEAN OUT,�T.6&A. 7 V 11-7 / / V.7;F. 61 I , mien ------------ fie —� 1 � 418E:OH. LONG WALIfWAY I ® NEW DRYER VENTLOCATION /// PROPOSED A001TION(fYPJ , (476 SGL FT.) / DINING 1 KITCHEN 9'-2" x 13, -v .._ 12'-2" x13'-4" L41 2662 --, i \A�qo r.0 400 ` e 1 y of f { , COIJC. WAI.KWAV ,; I MASTER BDRM 14'-11" x 11'-7" n ( ------GARAGE------ r 21'-7"x 24'-4" I i I 0000•• 0000• I Arm ACCES6� I � 1 ------------------- BEDROOM #2 I I I I • • I I I I I I I STM summm m INSERT 18'-7" x 13'-7` I I I I 2468 _ I I 2668 Y` %— WALL UNI WALL UNIT ------------------------ I WOW INS BEDROOM #3 I CONG WALKWAVscoop 'O EXISTD6 PLAN NOTES: I , I -PLATE HT 92,, vi- -FLOOR FRAMING 4 x 6 BEAMS @ 49" O.C. I - i - — - — - - i - -SUB-F2 x CAR DECKING ROOF FRAMING MANUFACTURED TRUSSES 0 — — — — — — — / LOOR: I / 24" O.C. —� - -FOUNDATION:14" x 6" CONT: CONd FTG; 6" CONT. STEMWALL •SIDINP. T-1-11 _ 40'x, / -FUR FRAMING: 4x POST d BEAM -SOFFIT CLOSED; -HEATING DUCTLESS EXISTING FLOOR PLAN SCALE; 1/4" = 1' - 0" I I I � I I I I �s I I I I / I / I/ HOGLE ^-'t • fix: 789/19 SLEET: 2 6 oF: 0000•• 0000• • • • • 0000•• • • 0000•• • • • 0000 • • 0000 0000•• 0000 0000•• 0000•• 0000 .... ...... 0 0 000000 0000 PROPOSED ADDITION NORTH ELEVATION SCALE: 1/4" = V - 0" SCALE: 1/4" = V - 0" ELEVATION NOTES ROOFING: COMPOSITION ROOFING, OVER 015 FELT (OR EQ), OVER µIN. NDµ yr CDX PLYWOOD (OR EQ.) SIDING: T-141 SIDING, (MATCH EXISTING), OVER TVVEK (OR EQ.) OVER MIN. NOMI/2"CDXPLYWOOD (OR EQJ S14AXCSIDW6IN FRONT GASLES WINDOWS: VINYL PER CONTRACTOR/NOMEONMER RAKES AND FASCIA: 2 x 6 S.P.F. (OR EQ.) TRIM 1 X 4 CEDAR (TYP.) WEATHERIZING: FLASH ALL EXTERIOR DOORS, WINDOWS AND HORIZONTAL TRIM. AT FRONT STOOP USE METAL Z FLASHING ( HOG) TO EXTEND -A MIN V BELOW T.O. STEMWALL. SLOPE STOOP AWAY FROM HOUSE, HOGLE I REVI6[ONsa SHEET: 3 b z TWSMOWD. —MpPgT,fax CQla�RLL i "bit WaMptrwamIM EW VP O GNAT/ raPu"smrAnflA Ltd � � Aww?i M 7YP. ML�AirE� �_"t5A Tal41EmMA'Cip. iuTMA00'6 _— N(x •16MK RR..J x�>b r—IUTGPiIa 1478 M. IA' aw-am rrW"'AI aff" mi �AV P' OL I I I� ( I VrA 0 I dr►IfAaax I duRN• 10l�.lf .4 JWs•1aM 0Ptr os.. W "aR "i.ITPJ-� i.4611aDDi111NTL" Fresmct taeyl owe nva Ax+�.l afxPmt"orw•� nvwem tae4t TYPICAL WALL. SECTION SCALE:1/2" = 1' - 0" jA 'V BALLOON PRAMS WALL TO B.C, OF �smsm VWS5:2 x68 b•16'OL. ``� 4.8 x6POST 1 � I ~ AIMWFACiURED sa"m Tau"Es B 24. 0.4 I 1111111 II� I I I IIIIIII� 1 1 1 1 1 I I I I I I 1 I I I 1 1111111 I I� 2x6LANDER ��III PRANthx i tY OA I Nj RAFTERS AND f:.T.'b �POlr Lus24 HANCEAS i� I � sa+oEr+Pur iRuss HU26 MP4 4 , WAVE E#sr" I 3HEATI{AJB IN PLACE Il I � I I I I I I�• A 9 � BAw.0m ` PRANQ WALL \ srN 4--f I OVERMAME r/ 2 x 8 UM OM A 2 x 6 8 ln! 0.24'0;C. irPa I IN I 2 I I I I � 2448 I ATTIC —I•—i 7 t—--I--� II I Is�7_ 0 I 14 I - I I_ En � I I I I I I I I I I I I I ROOF FRAMING PLAN -'--'-----I--I--__ ' --1-- SCALE: 1/4" = 1' - Cr HOGLE i r�vtatoPea: 3fiE'f: 6 +6 oP: O i M12T8 VP O GNAT/ Ltd � � M BLoc►�B (rvP.I ULT i N2.SA MFJ 4x6 PObT I I I� ( I srN 4--f I OVERMAME r/ 2 x 8 UM OM A 2 x 6 8 ln! 0.24'0;C. irPa I IN I 2 I I I I � 2448 I ATTIC —I•—i 7 t—--I--� II I Is�7_ 0 I 14 I - I I_ En � I I I I I I I I I I I I I ROOF FRAMING PLAN -'--'-----I--I--__ ' --1-- SCALE: 1/4" = 1' - Cr HOGLE i r�vtatoPea: 3fiE'f: 6 +6 oP: • v � Y • •