Loading...
Plans (172) \\, S W S., V V E s T / Site Plan Notes �, _ 1. Contractor to Verify Existing Utility Locations Prior to Construction.Typ. 1 OFFICE CO 2. This is Not a Survey.Existing Property Boundary,R.O.W.Elements and Utilities co PROPERTY LIMITS 110'-11/" 1{ Shown are per Ci Mas and visual Observation On Site. Existing Power Pole 2 3. Reference Roof Plan for Drainage. Ground Surface Drainage To Remain • AMI 4. All Existing Trees To Remain No Additional Landscaping For This Permit. 5. Protect Existing Trees Near Construction Area To Prevent Any Damage. +188.1' lal--------Existing Water Service&Meter To Remain +189.T • 6. Contractor Shall Install and Maintain Erosion/Sedimentation Control During ' \ W Construction per the Municipal Planning and Clean Water Services Design and Existing Power ervice To Remain > Construction Standards. Existing Se 'er To Remaini �, I.7— Existing Concr to Driveway To Remain Q SITE LOCATION/VICINITY PLAN: EXISTING z 0 o Existing 18"Elm LIABILITY DRIVEWAY '', Q R S. Cl) The City of Tigard and its " rt) 4/* i _ ' 2rXO I,/ c--) employees shal not be N responsible for di-crepancies AINTAI whi'h may aprmar herein. :xlsTlNG I --- _ atNDITIO 9Existing Gas Line To Remain (I) . / En PROPERTY INFO: IN I I�um � :. ,_ Project Address: o Eo EXISTING ul•nral■n.nt Protect Tree Near Construction Area 12130 SW Summer Street ��r�ii�l !�' Tigard Oregon 97223 2 STORY R _Emir;Tam 111 ik th, 1 �1976 SF iiiiiiiiN I r I ++ Legal Description: J I I Tax Roll: SUMMER PARK HILLS,LOT 21 Km•111111111111111 RIGHT OF WAY 50' Property ID: R267794 w • / :: 1::::00 EXISTING r 14,810 SF DECK VALIDITY OF PERMIT Building Footprint Area: 2,185 SF 8'-6" 77'-6" 280 SF 8'4" 16'-6" I THE ISSUANCE OF A PERMIT Building Coverage: BASED ON CONSTRUCTION (Building Area/Lot Area=%Coverage) 15% DOCUMENTS AND OTHER i DATA SHALL NOT PREVENT Impervious area: 1,016 SF ADDITIONAL QDDITIONaQ,,,, P I MIT REO 4 THE Existing House Roof: 2,423 SF THE CODE OFFICIAL FROM New House Roof: 2,603 SF • REQUIRING THE CORRECTION TOTAL IMPERVIOUS AREA: 3,619 SF - _ •rinkler OF ERRORS. ORSC 105.4 CITY OF TIGARD Fire Alarm SITE PLAN SYMBOLS LEGEND: REVIEWED 'OR DE CpMPLIANCE Mechanical Property Line Approved: [ Plumbing ✓ Fence 1/- cm, OF TIGARD RD Building/wall to Be Demolished OTC: [ i Electrical K v Curt Line Approvediy Planning water Line Permit#: �('\„��, �q c��� s C • _ �— Storm ed Truss En in- -rine• /1 n Sanitary Sewer Line 7 9 Underground Gas LineeWar Date. Overhead Power Line Address: 1Z.V� L,�1 -DJ 111nrV'►�..t ��' Shop Drawings Telephone Line Suite #: Other Initials' 11111111 Storm Catch Basin By: Date: .. .0. Manhole 602 Polder Pole -}-Q Power Pole With Light --°- Sign Approved plans WMD4 Fire Hydrant Water Meter shall be on job site. Z Electric Meter Gas Meter • Property Corner Bollard 1 Site Plan EXISTING g0.11 1116"=1'-0" iED STORAGE SHED This permit r�t�es not ndthorize the violation p arty' '- Tree +167.1' ssfghts Of tetilders Of private easements. The ap- ` plic�nt is urged to contact any such parties and OFFICE COP' shah secure shier approval before commencing work- CONSULTANTS/CONTRACTOR PROPOSED SITE PLAN FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE 132" = 11-0" ZONE REVISION NttilUMBER AUTHOR REF_INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 001 08/27/2019 • PROJECT LOCATION INDEX of DRAWINGS SCOPE OF WORK G0.02 COVER SHEET G0.11 SITE PLAN Home Addition Consisting of Removing Existing Non Structural Partitions and Adding a New - Passageway to A New Master Bathroom,135 SF. A1.D1 EXISTING 8 DEMO PLANS A2.01 NEW PLANS A2.21 LIGHTING AND ELECTRICAL PLAN ZONING SUMMARY ;' A3.01 EXTERIOR ELEVATIONS Site Address: 12130 SW Summer Street Tax Lot Number: R267794 I State ID#: 1S134CB01800 A3.02 EXTERIOR ELEVATIONS Legal Description: SUMMER HILLS PARK Lot21 A4.01 BUILDING SECTIONS Lot Ste: 14,810 Sq.Ft. �, )` Zone:R-4.5 Overlay(s):none Neighborhood District DICTA Use Allowed: RESIDENTIAL LOW DENSITY JA PROJECT CONTACTS FAR: 1/1 Owner. Pierce 8 Janna Lamb Contractor: Helping Hand Construction ,-.412130 SW Summer Street Juan Carlos Rodriguez Setbacks: Front 15 Ft. Back: 5-14 Ft. I Garage:16 Ft. Beaveton,Oregon Tigard,Oregon 97223 503.201.1874 Side 1:5 FL Side 2:15 Ft. Plans: ONE to ONE Works LLC Cly of Tigard: City of TigardMAX LOT COVERAGE: 14,810 Sq.Ft+15%(10,100-5000)+3,015 SQ FT l', , 2645 NE 7th Ave 13125 SW Hall Blvd Portland,Oregon 97212 Tigard,Oregon 97223 toloiv lidvednrd nick@onetooneworks.com 503.7182439 _ _ eens:a.r 775.276.4250 CODE SUMMARY General Jurisdictional Authority: Ciy of Tigard(Washington County,State of Oregon) SQUARE FOOTAGES Applicable Codes: 2017 OREGON RESIDENTIAL SPECIALTY CODE(ORSC),2009 INTERNATIONAL RESIDENTIAL CODE(IBC) City of Tigard Zoning Code HOUSE: LOT: EXISTING: 1976 SF 0.34 ACRE,14,810 SF: Existing Lot Coverage=1976 SF;13.3% Project Information NEW: 135 SF New Building Footprint: 2111 SF Type:Single Family Residence NEW TOTAL: 2111 SF Proposed Lot Coverage: 14% Occupancy: Single Family Residence Construction:V.8 Project Description:Addition to Existing House. FIRE&LIFE SAFETY NOTES 1) EMERGENCY ESCAPES IN ALL SLEEPING AREAS PER SECTION 310 OF THE IRC WITH A MINIMUM NET CLEARANCE Tax Account Number: 8267794 OF 5.7 SQUARE FEET,A MINIMUM HEIGHT OF 2 FEET,A MINIMUM WIDTH OF 20',AND OPERABLE FROM HE INSIDE Cross Streets:SW Summer Street 8 SW 121st Avenue Tax LotA SUMMER HILLS PARK OF THE ROOM WITHOUT THE USE OF A KEY OR TOOLS.MAXIMUM WINDOW SILL HEIGHT 44" - - Plat Name/Number: Block/Lot#:21 2) PROVIDE A 3 FOOT WIDE CONTINUOUS PATH OF EGRESS FROM ALL BEDROOM WINDOWS AND DOORS TO Living Area: 1976 Sq.Ft Basement: FIN PUBLIC WAY. Sprinklers?: No Seismic Zone: 3 3) SMOKE DETECTORS SHALL BE PROVIDED IN ALL SLEEPING AREA.PROVIDE A SMOKE DETECTOR IN L CORRIDORS ACCESSING BEDROOMS WITH MINIMUM OF ONE PER FLOOR. Detached Garage,Carport or Other Accessory Structure?: No 1 I Qtr Section A 4) SMOKE DETECTORS TO BE PERMANENTLY HARD WIRED WITH BATTERY BACKUP.ALL SMOKE DETECTORS SHALL Existing House on Lot to Be Demolished?:NO BE INTERCONECTED SO THAT WHEN ONE IS TRIPPED,THE OTHERS WILL ALL SOUND. GaraaelCaroort: NIA Plan Designer: ONE to ONE works LLC Plan#: NIA 5) CARBON MONOXIDE ALARMS SHALL BE PROVIDED WHEN AN ATTACHED GARAGE HAS AN OPENING THAT COMMUNICATES WITH THE DWELLING.AND IF THE DWELLING CONTAINS A FUEL FIRED APPLIANCE.THE ALARM SHALL BE LOCATED IN ALL CORRIDORS OR ROOMS ACCESSING BEDROOMS. Energy Code Requirements&Compliance PREMISES IDENTIFICATION Method of Energy Code Analysis:Building Envelope PREMISIES IDENTIFICATION SHALL BE CONTRASTING COLOR AND LEGIBLE FROM THE STREET OR DRIVE DURING Building Envelope Insulation: Prescriptive %Window Area: #% CONSTRUCTION.ADDRESS MARKING:A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER SO THAT IT IS REASONABLY VISIBLE TO ENABLE EMERGENCY VEHICLES TO LOCATE THE RESIDENCE. Wells: R-21 Glazing Requirements: U Factor.0.35 Floors: R-30 Skylight Requtrementa: U Factor.0.60 MECHANICAL NOTES Roofs: R-30:VAULTED,<50%OF HEATED SPACE Airduct Insulation: R-8 1) INTERIOR LAUNDRY ROOMS AND BATHROOMS SHALL BE VENTED PER TABLEM1506.3 OF THE IRC.PROVIDE A UnderFloore:R-3D MINIMUMJIMFM AND 5 AIR CHANGES PER HOUR. THERMAL&MOISTURE PROTECTION NOTES ELECTRICAL NOTES 1) ALL TUB AND SHOWER STALLS TO HAVE j'WATER RESISTANT GYPSUM BOARD TO MINIMUM OF 04"ABOVE 1) ALL BATHROOM,AND OUTSIDE RECEPTACLES TO BE GFCI 2) FINISH FLOOR 2) ALL RECEPTACLES IN BEDROOMS SHALL BE ARC-FAULT PROTECTED SHOWERS TO BE FINISHED WITH WATER RESISTANT MATERIAL TO MINIMUM HEIGHT OF 7'-0"ABOVE DRAIN (CERAMIC TILE OR EQUAL) 3) GYP BOARD USED ON EXTERIOR SOFFITS MUST BE APPROVED EXTERIOR NPR PLUMBING FIXTURES Existing: New: _ WINDOWS&DOORS NOTES Water Closet: 2 Water Closet 1 1) PROVIDE TEMPERED GLASS(THIN A 24"ARC OF EITHER EDGE OF DOORS AND ALL GLASS WITHIN 18'OF Lavatory: 2 Lavatory 2 FINISHED FLOOR 2) SHOWER DOORS AND PANELS SHALL BE TEMPERED GLASS,}'LAMINATED SAFETY GLASS Showedrub: 2 Shower: 1 3) ALL INTERIOR DOORS TO BE 6-8'HIGH,1 "HOLLOW CORE,UNLESS OTHERWISE SPECIFIED BY OWNER Clothes Washer.1 Clothes Washer: Kitchen Sink: 1 Kitchen Sink: CONSULTANTS/CONTRACTOR TITLE FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 ZONING SUMMARY&CODE SUMMARY NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE ZONE REVISION DRAWING NUMBER AUTHOR REF_INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 001 G0.02 08/27/2019 • Code Type Product Model Finish Bulb Quantity Notes General Notes A. Contractor To Verify Existing Conditions Prior To Start of Work. A Recessed Can WET 5 inch New Construction Kit in White FF LED 1 B. Unless Otherwise Noted ALL Material Specifications Cited Herein Shall B Pendant 32"Pi Sonneman LED FF LED 2 Conform To the Most Recently Adopted Specification or Code C Recessed Can FF LED 1 C. All Products and Materials Used by the Contractor Shall be Applied,Placed, D Recessed Can 5 inch New Construction Kit in White FF 2 Erected or Installed In Strict Accordance with the Manufacturers Instructions. D. Substitutions Shall Supply the Owner With Sufficient Information to Make Adequate Comparison of Quality Or Cost 3 Light Fixture Schedule x2.02 O O O O f_ 8.-6" 8'-6" -- O (�� Bedrs ml2 set ak MP _ Y n GI DETECTOR SMOKE 1 r , Co a • ----��---Y--- DN K___ ise IiI Lt _ 111Lg,/ /������������� o' d Cf) iNV •N - EXHST p' FAN - Ba 4 B®1 J o J v O //a r/l/////////////f� IIIA © � 0 II I ! __ 2/A4.01 New Roof To Match Existing Roof Roof Plan 2 Reflected Ceiling Plan N a2.02 3/16"=1-0" °"° a2.02 3/16"=r-0" °°°°d" ED CONSULTANTS/CONTRACTOR TITLE FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 ROOF&REFLECTED CEILING PLAN NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE ZONE REVISION DRAWING NUMBER AUTHOR REF_INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 G 1/8" = 1'-0" 001 A2.02 08/27/2019 , , O © T w.,0„.h ,,..,-, , (N) Roofing To Match Exisfing \ \ - w — (N)35.5'x 35.5' Fixed WMow (N) Siding To Match Existing (N)2'x 5'Screened Opening (E)3'x 6'Operable Window 2 East Elevation wax.dxg a3.01 1/e^=r-0" O' 6,' )E) 5'/1'0'N- mmmmmmmmm■nlmmlmmmmmMMIM m IIMIM mmrmnimliim111 1rlm111l1111m1111=1mmm11111m111111M1111111111111.1111111111111M1mnm11111 MIIIIImMIIn11111111111=111111111111rllNuminm111111m11111M11mnm11111 mono mman� armasn mineunnum omlm ummarr mmlm�mlmilmum mlm■n mmlmm�nlin��nnn on. (N) RoomgToMa� ting mmmm mMHEIN �mlmmmmmmmmmmmmmm mmmmmmmmmm 111mn1mn1 mnmmmmm111 nmllmnmmmnnrmn mmmm1mmlmmm1111 m111m111mn_ (N) New window See Schedule --_ (NI Siding To Match Existing (N) Opening To Storage 0 South Elevation mox.dwg CONSULTANTS/CONTRACTOR TITLE FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 EXTERIOR ELEVATIONS NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE ZONE REVISION DRAWING NUMBER AUTHOR REF_INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 __ 1/8" = 1'-0" 001 A3.01 08/27/2019 , . . . 1 2 ii CO _....._ ,.........._ _,......_ _..................._ _.... ..........._ _...._,........_ _,... .......,...,_,....... _______ ......____ .....,_......_ ___........ _,....._ _ .... ...,........( . .. .. .. .. ._.. _........ . ____L .. ...,_____ . ...._........ . _..... Elevation - NO CHANGE .02 1/8"=1-0" —..,g 0 0 8'E% (E) 5'l1'0"+/- (N) Roofing To Match Existing ��\ m 1 +�"�' i, fflu USW �U WuW ■ ■ice■.: mailimmumuum 1 must 1ummuummu 11mI1muum 1 umus 11uuniu111v111V111 Unum 11 inumunum uunu en 1 1Wii mu umuuuuuuw���u�mi■ uu u���� ummuumu■ um u��� u uu��m u�uunwumnw ommuuumumm immi (N) Siding To eExisting I !I . _ (N) New S tlaw Seee Schedule II=MMIIIIIIIMMIIIIEMIIMMI I fAillillEMIN MINIM allintIME (E)7-8"x 8'Operable Window (E)4'x V Wndow 1 North Elevation a3.02 1/8"=1-0" rma°"9 CONSULTANTS/CONTRACTOR TITLE FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 EXTERIOR ELEVATIONS NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE ZONE REVISION DRAWING NUMBER AUTHOR REF INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 1/8" = 1'-0" 001 A3.02 08/27/2019 CD 0 8'-6" /New Composite Asphalt Roof O O O 20#Felt "CDX OSB ® r 16'-10%" 2x DF @16"OC with New Composite Asphalt Roof 12"Batt Insulation(R-38) ' 20#Felt Vapor Barrier Z"CDX OSB i Gypsum Board 2x DF @16"OC with ii /1111, , , ' a ® 12"Batt Insulation(R-38) r �ti���,�aa�a�a l q I T.O.(N)Top Plate T.O.(N)Top Plate I ,1111;��11� 1�������/I�I _- . Va r Bartier ±13'0" ±13'-0" . i"Gypsum Board 1 ,,�11� ,r. I �_ New Insulation Interior Wall ;1`15,,,1` , - Insulation(R-21) 1,x`, ,1' -� ( I �,�,��� - �" Gypsum Board __,1.�1��1,, - B.O.(E)CeilingEi ±7'-10",Vfy New Opening to Existing Master Bed— z New Wall = New-Wall BEDROOM Horiz Wood Siding over New Window Per Schedule--- ) I (N)MASTER BATH _- ...1 nonz wood Suing over 155 15#Building Paper 70 J (N)MASTER BATH 2x Wood Stud New Wall > - 2x Wuud stud 170 = Dense Pack Cellulose Insulation(R-21) = n R-21 Horiz Wood_ o z Siding over _ _ ( ) Flooring By Owner 1" Flooring By Owner - G sum Board 15#BuildingPaper - - s Gypsum P - - 1/2 Subfloor over - 1/2"Subfloor over - II " 2x10 DF @16"OC with © 2x Wood Stud ? 2x WD @16"OC with Dense Pack Cellulose Insulation(R-21) - 12"Batt Insulation(R-30) ® i. s 1'"Batt Insulation(R-30) 8"Gypsum Typ Gypsum Board ? s Gypsum Type X - p11 Ilk :I (E) .F = Ezi ting Window —Existing House 8 H 8 8lir 1 1 I 111 i T.O. First±0'-0" ±0'-0"O 1i�l��a� � ��� �� ��������I����i) ISIS _ T.O. E First F.F — 1 II ' .. . .. . IVY 1 . ..�1.1�:. Chase For Water/Sewer Dist. ,.-.. (N)EXTERIOR STORAGE gi EXTERIOR STORAGE 999 I — 1-1 BEDROOM 999 ‹—New Conc Stem Wall New Conc Stem Wall— - 1=-111=111=1 1-1 1 1055 I El T.O. GRADE RE: Structural RE: Structural . 1 i— 1=11 1— 1-1 1— ±13'-0" . ............: 'Y — I-111—I 11-11 New Conc Stem Wal ( �! yS�' Y27 L _ .� :�:-�:-fit.fit ♦: :'fI_ :��..�:�.��.��:_�_�,��. �. . RE: Structure T.O. GRADE 7-�•X � ~ . ,oX Existing Conc Wall tiViTt�YtiSt tleitsli`�z." x. , ±13'-0" -!. • -�x,� 1=1 1= I— 1=1 1=1 1=1 1=1 '= =;,! ,• 4)4P 11= 1 I—I I HT 1 1=1 11= 1=11 =11 _ _ i V- =11 i iP1-111-111- 1 I 11=11 =111-1 1—� ;14 .i__ _ _ �i�i = i �� III— T.O.Existing Basement Floor T.O.Existing Basement Floor _ . IV or _ _ _ _ • — — — — III—I I— 1—I 1 11 — �/� I—I I I 1-1114.4 HI 1 -8'-0' I I =— - I II I— 11 I I I I—I I —I I-111 •� r III III— I I— 11-1 I 11= 11-1 1 I-11 —1 1 — —111-1 -111-111- 11-111= 11=1 I- 11=111=11 =1 I =11 =111-11 -11 =11111—I I I- 11=111=1 1 — 1 111=1 1= .--••,•��`���`�-•v ��• 1 1-11 —1 1=111-111-111-111_111-11_1' 1 III III—III—III—III—III—III III 1�1=1 1 I=1 1 I I 11=1 1 1=1�1 III 1 1 1=1 1 1=I 1 1-1 1 1 1 1 1=I 1 1=1 I I-1 1 — 1— —I . 4-1 1=11 -1 1 111-111 11=111111-111= 11-1 1-'� LI 1 -1 1-11 —II I-11 =111—lir J I1-1I1-1I1-1I1- I1-1 I I 1=1I -1I 1-1 1-1I 1-1I1-1I1-1I (7-1 Section a4.01 2 Section IV.L.' / 3/16"=1'-0" wax dwg 3/16"=1'-0" .wA CONSULTANTS/CONTRACTOR TITLE FROM PHASE PROJECT NUMBER HELPING HAND CONSTRUCTION-BEAVERTON,OREGON 97005 GROUND FLOOR PLAN NKL PERMIT 023-OR ARCHITECT LOCATION LEVEL SCALE ZONE REVISION DRAWING NUMBER AUTHOR REF_INFO DATE ONE TO ONE works LLC-2645 NE 7th Ave PORTLAND,OREGON 97212 12130 SW SUMMER STREET TIGARD,OREGON 97223 G 1/8'1 = 1'-0" 001 A2.01 08/27/2019 1 /, 1 GENERAL NOTES STRUCTURAL DESIGN CRITERIA Location: Tigard.OR w g.6•• 1 Latitude, 454371 Longitude:-122 801 Elevation, 200 R GeneralENERAConditions: C 1)GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS Occupancy:Residence Risk Category II O IY BEFORE STARTING ANY WORK. WRITTEN DIMENSIONS TAKE PRECEDENCE N O O E Applicable Codes: OVER SCALED DIMENSIONS.DO NOT SCALE DRAWINGS.IN CASE OF ANY ' 2014 Oregon Structural Specialty Code N DISCREPANCY,NOTIFY THE ENGINEER BEFORE FURTHER WORK IS DONE. 2017 Oregon Residential Specialty Code(for Braced Wall Analysis) 2)UNLESS OTHERWISE NOTED,ALL MATERIAL AND DESIGN SPECIFICATIONS N CC 2012 International Budding Code CTED HEREIN SHALL CONFORM TO THE MOST RECENTLY ADOPTED m Foundation Plan Notes ASCE7-10 Minimum Design Loads for Buildings and Other Structures SPECIFICATION OR CODE. N OALL EXTERIOR FOOTINGS TO BEAR ON FIRM,UNDISTURBED SOIL AT 18"MIN. NDS-12 National Design Specification for Wood Construction 3)ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE t BELOW LOWEST ADJACENT GRADE. ACI 318-11 Budding Code Requirements for Structural Concrete APPLIED,PLACED,ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH 0 p Project Narrative: THE MANUFACTURERS INSTRUCTIONS. O OCONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH Grauty&Lateral design of an addition to an existing wood framed residence Site Preparation: AS NOTED IN THE"STRUCTURAL NOTES". Live Loads: 1)REMOVE VEGETATION AND TOP SOIL BEFORE ANY EARTH WORK IS Fioc(ASCE7 Table 4-1) Concentrated DONE. I -1 O— O 6"WIDE X 72"-±TALL CONC.STEM WALL 8 12"WIDE X 9"THICK CONTINUOUS Residential 40 pot Foundations: 1 CONC.FOOTING WITH(2)#4 REBAR AT THE BOTTOM. Residential Attics with Storage 20 psf 200 lb 1)ALL FOUNDATIONS TO BEAR ON CLEAN,FIRM,VISUALLY INSPECTED LU Snow Loads: AND UNDISTURBED SOIL,12 IN.MINIMUM BELOW LOWEST ADJACENT Q v 0 PROVIDE A 4"DIA.MINIMUM CRAWL SPACE DRAIN AT LOW POINT. Ground Snow Load pg: 10 psf Importance Factor Ia: 1.0 FINISHED GRADE. OExposure' B Exposure Factor Ca: 1.0 2)IF ADEQUATE BEARING MATERIAL IS NOT PRESENT,OR IF OLD FILL Q Z g COORDINATE JOIST LAYOUT WITH PLUMBING DRAIN LOCATIONS. OR ORGANIC MATERIALS ARE ENCOUNTERED,OVER-EXCAVATE AND Minimum Roof Snow Load pt 20 pst Thermal Factor Cr. 1.1 U Li] Z? 000 Q w O TYPICAL FLOOR SHEATHING TO BE 3/4"APA RATED PLYWOOD WITH 10d REPLACE WITH CLEAN,GRANULAR BACKFILL COMPACTED TO 95% Wind Loads: z" NAILS AT 6/12 PER ASTM 0.1557. N Ura ry Ultimate Wind Speed Vwr: 120 mph Exposure: B 3)PROVIDE 6 MIL BLACK VAPOR BARRIER IN ALL CRAWL SPACES,AND Q Z y n - © -, O PROVIDE HEADER OVER OPENING IN STEM WALL,(2)2X6 Mit" _ Enclosure Classification: .555105 d �Jopographic Factor it,,: 1 0 UNDER ALL INTERIOR SLABS,LAVED ON COMPACTED GRANULAR FILL 1 8 �� Seismic Loads: Steel Reinforcing: V o I ® O ANCHOR BOLTS AT EXTERIOR WALLS AND INTERIOR BEARING WALLS TO BE Mapped Short Period S,. 0.965 Site Class: D 1)MATERIALS: Fy psi Fu psi fS O GALVANIZED AND A MINIMUM 1/2"DIA.SPACED AT 72"O.C.SEE BRACED Mapped 1 Second Sr, 0.423 Importance Factor I,_ 1.0 Rebar: ASTM A615,Grade 60 60,000 LZ'a 5 J�I ✓ Iva WALL SCHEDULE FOR SIZE AND SPACING OF ANCHOR BOLTS AT BRACED Seismic Design Category' DI Rebar(to be welded):ASTM A706,Grade 60 60,000 '" WALLS. - 2)ALL REINFORCING STEEL SHALL BE DETAILED,FABRICATED AND PLACED ',...N M. I� \.\,'T))7-4\ Foundations: I I 1 9 MAX 30"RETAINED SOIL AT STEM WALL Allowable Bearing Pressure: 1500 psf IN ACCORDANCE WITH AG DETAILING MANUAL 315. O 3)ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED AND � © Design Frost Depth: 12 in 10 NEW 2X6 DF#2 LEDGER TO(E)RIM BOARD OR BAND JOIST W/SIMPSON Y"X3" ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED,AND SHALL ii ® SDS SCREWS @12"O.C. BE SECURED AGAINST DISPLACEMENT DURING CONCRETE PLACEMENT. 4)DO NOT TACK WELD,WELD,HEAT,OR TORCH CUT REINFORCING BARS I !_7 I I Q I I UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. ® r 43&.p. r 5)LAP ALL BARS A MINIMUM OF 36 DIAMETERS IN CONCRETE �' y 2(3 XXI)'J - Anchorage to Concrete: p ti 1)MATERIALS: Fy psi Fu psi • 0 Cast Anchors: F1554 Grade 36 Gahenized 36,000 58,000 I r .114-0.4'- f Adhesive Anchors: Simpson SET-XP Epoxy Adhesive(Installed temp.above 50 deg.) Q O I 0 (If Used) Simpson AT-XP Acrylic Adhesive(Below 50 deg.) 0 T m © Ft554 Grade 36 Gahenized 36,000 58,000 '-] '� 1 0 BRACED WALL PANEL(SHEAR WALL)SCHEDULE ConunuoialInspec[ionRequied) 2)CONCRETE SHALL HAVE A MINNIMUMIMUM28 DAY COMPRESSIVE STRENGTH © 14 EDGE SILL SILL SOLE TO AT THE TIME OF ANCHOR INSTALLATION OF 2,500 PSI. 3)ANCHOR BOLTS SHALL HAVE EMBEDMENT DEPTHS AS NOTED ON THE PLANS TYPE IRC SHEATHING SIDE NAILING PLATE BOLTS RIM/PLATE O (/) . ) ® I LEGEND © R602.10.4 7/16"CDX ONE 8d@6"O.C. 2X 12"0@72"O.C. - WITH A MINIMUM OF 7"AND SHALL BE GALVANIZED. J/ P' J 4)FOUNDATION VENTS ARE NOT ALLOWED WITHIN 6"OF SILL ANCHORS OR F- A' co J _� J. —1 O_ —. -BEAM SEE(5/S-1)FOR SILL BOLT INSTALLATION REQUIREMENTS. WITHIN 12"OF HOLDOWN ANCHORS UNLESS SPECIFICALLY NOTED ON PLANS ry CV Concrete: 7 r— I I J 0 0 —..— -HEADER OR LINTEL 1)MATERIALS. fc'psi 0 W C\1 -TRUSS Foundations,Slabs: 2500 2)CONCRETE,FORMS,MIXING,PLACING AND CURING SHALL CONFORM TO Q C —••— -JOIST OR RAFTER ACI MANUAL OF CONCRETE PRACTICE,AND IIS SPECIFICATIONS. L' 0 -POST BELOW NEW EXISTING Franano Lumber: (NDS-12) 1)MATERIALS: Fb psi Fc psi FY psi Q 2 fl )A _POST OR BEARING ABOVE Dimension Lumber(Grades as Noted on Plans): Doug Fir-Larch No2,2'to 4"thick -EXTERIOR WALL Timbers- 6X1 00.Doug Fir-Larch No.2 875 600 180 170 O C �I._.— EXISTING Plates,Blocking: Doug Fir-Larch Standard Grade 1350 Grade 575 1400 180 ® OUNDATION AND FLOOR FRAMING PLAN -INTERIOR NON-BEARING WALL Wall Studs Doug Fir-Larch Stud Grade 700 850 180 NEW FNDN. ��, FOUNDATION Solid Posts: Q/1 ^ ALE:1/4"=1'-0" ,a.w"8a� -INTERIOR BEARING WALL AND RELIVE. II 4X4&4%6:Doug Fir-Larch N.2 900 1350 180 A' -WALL ABOVE PER PLAN ` (2)#4 REBAR 6X6,Doug Fir-Larch No.1 1200 1000 170 1..� IN STEMWALL 2)WOOD FRAMING CONNECTORS TO BE SIMPSON OR APPROVED SUBSTITUTE. -SHEAR WALL EPDXY EMBED 4" 3)NAILING OF WOOD MEMBERS SHALL COMPLY WITH SCHEDULE / EXTEND 18" NOL 2304 WOOD1,CO LSO -HOEDOWN LOCATION 11Emil 4)ALL WOOD IN CONTACT WfTH CONCRETE OR MASONRY SHALL RE NATURALLY � DURABLE OR PRESSURE TREATED IN ACCORDANCE WITH AWPA U1. C't''�J* -HOLDOWN ABOVE CLR1101t� _ 2 O V i N!,z„..4„,„�,„,„;, (2)#4 REBAR 5)ALL FASTENERS(NAILS,SCREWS,BOLTS)IN CONTACT WITH PRESSURE of) `1 „ '�!\! !' �!��! IN FOOTING TREATED WOOD SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL EPDXY© -BRACED WALL SYMBOL Y EXTEND 18” 4” 1)MAPlTERIALS(APAod: Rated) D ((\I Roof: 112”Rated Sheathing(15/32"Minimum.) Exp.1 Span 32/16 ®NEW/EXISTING FOUNDATION CONNECTION Walls: 7/16"Rated Sheathing Exp.1 Span 24/16 CALE:3/4"=1'-0" Floor: 3/4`TAG Rated Sheathing Exp.1 Span 4824 2)ALL PLYWOOD TO BE APA RATED © - ROOF EAVE 0 ® m 0 m 0 m RAFTER EAVE 3)OSB MAY BE SUBST'UTED FOR PLYWOOD WITH EQUIVALENT R1)ROOF DIAPHRAGM PER PLAN GRADE AND SPAN RATING ® R2)ROOF RAFTERS PER PLAN RI)ROOF DIAPHRAGM PER PIAN 0011 / ani ou rACIA BOARDj, ; � R2)ROOF RAFTERS PER PLAN 4)PLYWOOD SHALL BE INSTALLED SO THAT NO SECTIONS ARE LESS THAN R3)2X FACIA BOARD TYPICAL IN-WALL R4)2X SOLID BLOCKING NIT,1'0 SCREENED HOLES FORII 1'-0"IN WIDTH. © ,-...-7.! irl R4)a SOLID BLOCKING 5)PLYWOOD SHALL BE INSTALLED WITH THE PROPER EXPANSION SPACINGS VENTING.SEE PLAN FOR NUMBER OF HOESPOST AT FOUNDATIONRS)SIMPSON H25 EACH RAFTER.(2)MIN.AT DOUBLE RAFTERB RS)2X4 LOOKOUTS AT 24'O.C. -;,:#7.1", © R6)DIXIBLE TOP PLATE �® ® , R6)(2)16d NAILS AT ENDS OF LOOKOUTS POST PER BETWEEN SHEETS PER APA RECOMMENDATIONS. • R7)BEAM CR HEADER WHERE OCCURS ® R'n DOUBLE TOP PLATE © PLAN BEARING m BRACED PANEL CONNECTIONS ® BRACED PANEL CONNECTIONS �� ON SOLE PLATE . Z1)CONTINUOUS SHEATHING 4-MIN) Z1)CONTIN000S SHEATHING®'MIN) �� Statement of Special CONSIInspeDERED ® Z2)8dg8'O.C.MIN BOUNDARY(EDGE)NAILING zz)eags'o TOG.MIN BOUNDARY(EDGE)NAILING .70 HOLDOWN PER SCHEDULE THIS PROJECT MAY BE CONSIDERED"CONSTRUCTION OF A MINOR NATURE"AND gla Z3)SOLE PLATE,20 MINIMUM Z4)(3)1fid PER 16'AT BRACED WALL PANELS z3)SOLE PLATE,2x MINIMUMZ4)(3)16d PER I AT BRACED WALL PANELS H6 MINIMUM NEW 2X LEDGER PER PLAN NEW EXISTING NEED NOT REQUIRE SPECIAL INSPECTION BY IBC 2012 SECTION 1704.2 EXCEPTION 1. -- Z5)SILL ANCHOR BOLTS.i."0 q]Y O.C.MIN. 25)SILL ANCHOR BOLTS AID.72.0.C.MIN. i`1R31'U: SOLE PLATEt;- __ Z6)DIAPHRAGM.NIBOUNDARY'0.C.OLWPrRBLOCK MIN. CD ZB)BdTOENCiABWNDARYNAILING(3)PE BLOCK.015 \ Ill VERIFY BOARD 1� tJy Z.N TOENAILS MIN B'OC.OR(3)PER BLOCK ® '^�� ® ZS)BE TOENAILS MIN.B'OC.OR(3)PER BLOCK , PER SCHEDULE aa ® �`- 0__ ZB)NOT USED :{�� ZS)NOT USED !I r.= VERFY ,GIN E� ® ----- FLOOR-FOUNDATION m 1 m© 1 \ RIM/BAND 'll' 58928 PE m 1 m ® Ft)FLOOR DIAPHRAGM PERP AN �I ® I' FLOOR FOUNDATION ' JOIST —A•� ';/ II ®® F2)RIM BOARD,2X MINIMUM ® a Ff FLOOR DIAPHRAGM PER PLAN POST PER PLAN baa / F3)FLOOR JOISTS PER PLANarlF2 RIM BOARD,2X MIMMUM NEW JOISTS V EXISTING �' �� ) II1, I BEARING ON SILL PLATE OREGON ® I F4)PRESSURE TREATED SILL PLATE,2X6 MINIMUM F3)FLOOR JOISTS PER PLAN ' �� SEE PLAN JOISTS Q ti zq�W0 © OR NO FOUNDATIONOFNOLDmS WITHIN R OF BOLTS ANCHOR BOLTS, = F4)PRESSURE TREATED SILL PLATE,2X8 MINIMUM � ' '1,...i.," ND 'SA!T�(y g 208\QZ` Z OUWTHIN I2'OF FgLDONN ANCHOR BOLTS / ® FS)NO FOUNDATION VENTS WITNN 6.OF SILL ANCHOR BOLTS, '� LEDGER EXISTING 'c F6)GRADE,SLOPE AWAY FROM FOUNDATION �;�.r� OR WITHIN I2'OFHODONN ANCHOR BOLTS ��_ • / }"MAX. SILL PLATE: FASTENING FOUNDATION I EXPIRES.6/30/20 F7)M4 CONTINUOUS g 18.0.C. \ pi■ 4D FB)GRADE,SLOPE AWAY FROM FOUNDATION TU\�j:,y� F6).DOWELS AT IB'O.C.WITH B'HOOK �Z0.C. \ PRESSURE TREATED Z N S F7)W CONTINUOUS g 18' Ill!�`, 1'i"MIN. PER PLAN Digitally signed by Dmitri Wight \„1\�.0 F9)STEM WALL THICKNESS PER PLAN,6'MINIMUM a \\PSA., a FS) COWENUOUS-OC.WTH 6'HOOK 2X MINIMUM Dl Rall 1;.�\�\\\x 6 Z F10)FOOTING THICKNESS PER PLAN.10.MINIMUM �E \�\..•.w�L F9)SIEM WALL THICKNESS PER PLAN,B'AMNIMUTA , OaM:201B.p8.2B 153]:330TIXY VV II s �i N H FOOT.MTH PER PLAN I2'MINIMUM wr \\ F9)STEMTNOTMCIKNESPERPLAN,WMINIMUM \\�\' �, F12)FOOTING REINFORCING PER SCHEDULE.MIN.p)a CONT. �\ ! F10)FOOTING THICK PER PER I ,IMM UNI � • MIN.3"x3"x0.229"TH CK m m �' F13)FROST DEPTH PER PUW 1YMNIMUM 30.M..RETAINED .1 • F12)FOOTING REINFORCING PER SCHEDULE MIN.(2)IN CONT. , �� Scale AS NOTED \C �E F14)FOUNDATION DRAIN P PERF.PIPE DRAIN TO DAYLIGHT - F13)FROST DEPTH PER PLAN,12-MINIMUM 30-MAX.RETAINED �� I, WASHER AT EACH BOLT `U\\!•i\j\\�(% { 3 4 F15)BMIL BLACK POLY VAPOR BARRIER • I_CL _ _ F14)FOUNDATION DRAIN 4"PERF.PIPE DRAIN TO DAYLIGHT HOEDOWN PER - \� x Drawn By STP •'A l O\•G n CL 3 \\ u•�\OB F18)6 MIL BLACK POLY VAPOR BARRIER SCHEDULE, LOCATE END BOLT NOT Checked D5W `\ %W\\�\'� F16)BRIDGING.CCKING AT 8.-0.0.C.MAX.-MATCH JOIST DSP MINIMUM MORETHAN I2'OR LESS *3" 'Q'0)&t. CL DEPTH AT FIRST BAY THAN(7)BOLT DIAMETERS Date 8/29/19 CL ta a BOLT EMBEDMENT PER FROM EACH END OF PIECE 0 NEW/EXISTING FLOOR FRAMING SCHEDULE,7"MINIMUM OR LESS THAN(15)BOLT ®SCALE:3/4"=1'-0" Job# 9 I 57 ®TYP.EXTERIOR BEARING/SHEAR WALL DIAMETERS FROM END OF OTYP.EXTERIOR BEARING/SHEAR WALL ANCHOR BOLT CALE 3/4"=1'-0" SEE PLANS FOR BOLT CONCRETE.MINIMUM CALE:3/4"=1'-0" Sheet# SIZE AND SPACING (2)BOLTS PER PIECE (1/2"0 @ 72"O.C.MIN.) ®TYPICAL'-0" v SILL C_ 1 i if 1 r :1 O Tci) BRACED WALL PANEL(SHEAR WALL)SCHEDULE _ _ ° o TYPE IRC SHEATHING SIDE EDGE SILL • NAILING PLATE SILL BOLTS SOLE TO 2 °J RIM/PLA7E d' N 0 R602.10.4 7/16"CDX ONE 8d@6"O.C. 2X 1/2"0@72"O.C. m - • ' SEE(5/S-1)FOR SILL BOLT INSTALLATION REQUIREMENTS. BOUNDARY ro NAILING 16 WALL ORBONDARY OVERHANG O _ _ 1 O 4'08'PLYWOOD MEM ERUBELOW # o PANEL Roof Framing Plan Notes ., © QPROVIDE BEAMS AND HEADERS AS NOTED ON PLANS WITH A MINIMUM(2) W 2X8 DFL#2 OVER ALL OPENINGS IN ALL EXTERIOR AND BEARING WALLS. Q z O ® O PROVIDE POSTS AS NOTED ON PLANS WITH A MINUMUM DOUBLE STUD BOUNDARY W 0 I O O POST UNDER ALL BEAMS,HEADERS,AND GIRDER TRUSSES. NAILING-�i .< V tll<z.-'! C.)2='m I 2 3 PROVIDE WALL STUDS AS NOTED ON PLANS WITH A MINIMUM 2X6 DFL#2 AT Q C7`l N CS 24"0.C.AT ALL EXTERIOR AND BEARING WALLS,ANDA MINIMUM 2X4 STUD DIAPHRAGM E L a. 0• _ GRADE AT 24"O.C.AT INTERIOR AND PARTITION WALLS. BOUNDARY _ t ` O1 • ink �V!! 0 TYPICAL ROOF SHEATHING TO BE 1/2"APA RATED PLYWOOD(5 PLY CONTINUOUSrilE / 5RECOMMENDED)WITH 8d NAILS AT 6/12.SEE(2/S-2) PANEL JOINT �O5 PROVIDE MINIMUM 20"X 30"ACCESS TO ALL ATTIC SPACES. '�r s WALL OR Q OB PROVIDE SOLID BLOCKING AT ALL CEILING HUNG FIXTURE LOCATIONS. BOUNDARY ® MEMBER BELOW © Oj PROVIDE MIN.2X12 DF#2 RIDGE BOARD ® 4 I 0 FEILD NAILING O O EAVE LOOKOUTS @ 24"D.C.,SEE(4 I S-1 0U ^WO g N LL `NOTE:NAILING SPACING IS NOTED ON PLANS IN INCHES AS: © BOUNDARY NAILING/FIELD NAILING.MINIMUM 6/12 \ LEGEND ( ®TYPICAL UNBLOCKED DIAPHRAGM -BEAM CALE: . . -HEADER OR LINTEL Z mid \1 i ••••..O -TRUSS 0 — — '' -JOIST OR RAFTER u co 0 -POST BELOW -/ p( -POST OR BEARING ABOVE CN -EXTERIOR WALL 0 W ti -INTERIOR NON-BEARING WALL 0 2 a) eROOF FRAMING PLAN -INTERIOR BEARING WALL /r CALE:1/4"=1'-0" -WALL ABOVE \` -– -SHEAR WALL 1 D 0 * -HOLDOWN LOCATION W * -HOLDON ABOVE vJ0 0 -BRACED WALL SYMBOL LU W v/r� < CI) CI O O co mm m , F— BEAM PER PLAN I m IIIrn \ VIAiC/)ROOF SHEATHING PER PLAN , ,+SIMPSON ST12 NEW EXISTING ,` BEAM STRAP 2X SOLID BLOCKING PER PLAN � , /�j/\� BOTH SIDES I ♦ X48"O.C. INTO(E) SCREW X24"O.0 ` ♦\ / j\\ .�_� �',�,,,�,,.� INTO(E)ROOF FRAMING / SIMPSON H2A 11 ROOF FRAMING SIMPSON AC ��\ 1yI i ' POST CAP / \ STRAP \� II 1111 0RI)2/ROOF DIAPHRAGM PER PLAN 1 ��I, BOTH SIDES I ' 1161.' RR)ROOF RAPTOENAIL PER PLAN R3)2x RIDGE BOARD,MIN 2'LARGER THAN RAFTERS SIMPSON ACE " �\\` I RI)(3)im TOENAILS MIN.RAFTER9 TO RIDGE BOARD 0 -------, REMOVE SIDING RS)LEAVE GAP IN SHEAMING AT RIDGE FOR VENT POST CAP —,,,,,� "' POST PER PLAN `\�` RAFTER I. RIDGE FRAMING _'4 EQUAL TOPBEAM WIIDTH �' ` PER PLAN II CALE:3/4" 2x LEDGER i ?ASV BEAM END EQUAL-WIDTH CONTINUOUS BEAM EQUAL-WIDTH FLUSH BEAM AT WALL FLUSH BEAM AT WALL END II EXISTING �j1 �E�4'�+ II ROOF FRAMING EN FR yam..„ BEAM DOUBLE TOP PLATE I 58928 PE TA PER PLAN BEAM PER CRIPPLE STUDS / PLAN MATCH WALL STUDS 4000010,b,..„ ` lii'_ OREGON SIMPSON CCQ // 2X BUILT-UP ' ;� O�i2.z>•s%o YO'A 4 POST CAP Pr/.4,,N111%.„ HEADER 1� R/S.YdR ipl 41,,,, / PER PLAN�, /) ' I EXPIRES:6/30/20 1 ♦ END NAIL HEADER r,I�II' NOTCH BEAM ` WITH(3)184 MIN. � ��' I EXISTING AT TOP PLATE �. �� Scale AS NOTED I SIMPSON ECCQ AS REQUIRED ' POST PER PLAN \� BLOCKING OR STUD WALL POST CAP DOUBLE STUD ♦ INSULATIONO 1 I Drawn S STP �� (KING+TRIMMER)MIN, AS REQUIRED II POST i�l r Checked D5W PER PLAN /- POST PER I I_ TRIMMER 7 Date 8/29/19 �% �� PLN ` � KING STUD \�� STAGGEREDC ®NEW/EXISTING WALL CONNETION Job# 19157 BEAM END UNEQUAL-WIDTH CONTINUOUS BEAM UNEQUAL-WIDTH DROP BEAM AT WALL TYPICAL HEADER SCALE:1"=1'-0" Sheet# ®TYPICAL BEAM TO POST CALE:1"=1'-0" TYPICAL IN-WALL BEAMS _^/ CALE 1"=1'±" S—L