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HomeMy WebLinkAboutBLD2025-00270 SFR - BLD Application - 3/3/2025 ��R��ECEIV,�/EID Permit No: AbrO /V MASON COUNTYO 025 COMMUNITY DEVELOPMENT 615 W. Alder Street Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:�D/tit /&'SE NAME: 6wAIE]2 ca6zc- MAILING ADDRESS:Pn dnx 90'7 MAILING ADDRESS: CITY:LMA STATE: ZIP:9854! CITY: STATE. ZIP:- PHONE#1;1(,Q-Ai 7D gg PHONE: CELL: PHONE#2: EMAIL: EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER NAME RVAAJ n6IRF, EMAIL MAILING ADDRESS 2.72H jffM& L A3" &va"qA 3W%CITyTa'Mw STATE IAA ZIP 485t PHONE3(2(Z XS2- 7 y77 CELL 3(CO- 47[Z,51�j2 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 321,0q 54o ODD39 ZONING R-2. LEGAL DESCRIPTION(Abbrcviatcd) FIRE DISTRICT SITE ADDRESS //4 D E MAA1 ZAIV I7-A CITY(fAIIZ)M DIRECTIONS TO SITE ADDRESS pJnt4-I?-t blu MCQF.a iy fn&L A4AA1 NITA kir-hrt IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (check all thatapply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW 1°t ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garaga C--retal Bldg,Eta) IS USE: PRIMARY X SEASONAL❑ NUMBER OF BEDROOMS,_NUMBER OF BATHROOMS• HEATED STRUCTURE? YES 0Vho1eB1dg)K YES(Parr[s]oJB1dg)❑ NO❑ DESCRIBE WORK&ff3V H0M W L4f4[)p SQUARE FOOTAGE:oropme4 1ST FLOOR;3$D sq.ft. 2ND FLOOR 0_cj/ sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.R. DECK sq.ft. COVERED DECKJ 9�?_sq.R STORAGE sq.ft. OTHER sq.ft. GARAGE_? D sq.ft.Attached K Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ 1 NEW K EXISTING❑ PLUMBING IN STRUCTURE? YES)q NO❑ Ijyes,attach completed Water Adequacy Fonn PERIMETER/FOUNDATION DRAINS PROPOSED? YES)q NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS—2_ TOTAL BEDROOMS OWNER adamwiedges that submission of kuw=ate information may result In a slop work order or permit revocation.Acknowledgement of such Is by signature below.I declare that I am the owner and I further declare dart I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of Interest regarding this project.The owner or legal representative,represents that the Information provided Is accurate and grants employees of Mason Carty access to the above described property and structure(s)For review and Inspection.This pearwappllcation becomes null&void If work or authorized construction Is not commenced within 180 days or lt construction work Is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT PLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X '�Zpf I-- Signattire of OWNER(Must be sinned by the OWNER) bete DEPARTMENTAL REVIEW APPROVED DATE DENIED I DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH GENERAL CODE COMPLIANCE SITE INFORMATION ROSERESIDENCE GENERAL: ZONING:91-UNDEVELOPED-LAND 1. DESIGN OF BUILDING SHALL CONFORM THE THE 190 E MA NZA Nl TA DR REQUIREMENTS OFWSBCC2018/NCORPORATIONOFTHE SCOPE OF WORK 2018/BC.AS WELL AS ALL OTHER CODES REFERENCED BY CONSTRUCT/ON OFA SINGLE FAMILY RESIDENCE UNION, WA 98592 7HE IBC AUTHOC,ASCE,IN JURISDICTION. /FC)AS AMENDED BY THEAUTNOR/7YHAV/NG JUR/SD/CT/ON. ENERGY CODE 2. AREA SUMMARY: MAIN RESIDENCE/S HEATED OUTDOOR PARCEL NO. 321045600039 2.1. FIRSTFLOOR:360SF(COND/T/ONED) 1. UAALTREDUCT/ON METHOD: UNIT 22. FIRST FLOOR:R 7 SF F(CONDITIONED) TIONED)) 1.1.1. HEAT SYSTEM:M/N/SPLIT WITH RESISTANCE 23. SECOND FLOOR:790 SF(CONDITIONED) 1.1.2. HEAT SYSTEM SHALL MEET THE FOLLOWING:MIN 3. CONSTRUCTION TYPE.V-B HSPF OF 11.0(FABLE R406.2) 1.2. TOTAL CONDITIONED AREA: 1436 SF 4. IDENTIFICATION.HOUSE NO'S VISIBLE FROM STREET 1.3. %OF GLAZING UNLIM17ED yy RY 5. LIFE SAFETY. 2 BUIL/DING ENVELOPE REQUIREMENTS(PRESCRIPTIVE ® 5.1. PROVIDE SAFETY GLAZING AT THE FOLLOWING METHOD): WA 21. GLAZING U VALUE_ .22 MAX 60 SEISMIC STRAP LOCATIONS: 22 DOOR U VALUE= SEE SCHEDULE ® ® AND BOLLARD 5.1.1. DOORS,ENTRANCES WITH GLAZING 2.3. CEILING/NSULA7ON R-60 0 - REQUIRED 6. SMOKE DETECTORS SMOKE DETECTORS SHALL BEAS 2.4. FLOOR OVER GARAGE R-38 SHOWN ON THE PLANS ACCESS TO SLEEPING ROOMS 2.5. WALL INSULATION R-21 AND/OR ADJACENT TO STAIRS,PROVIDE SMOKE DETECTORS 2.6. ICF INSULATION R-25 I I I I AT EACH LEVEL,INCLUDING BASEMENT.PR/MARYPOWER TO 2.7. SLAB ON GRADE R-10 2'AT GARAGE I I I I 1 HR FIREWALL BE HARDWIRED FROM BUILDING WITH BATT ERYBACKUP. III I ® ® 3. MOISTURE PROTECT/ON:INSTALL AT MINIMUM,60 MINUTE 7SECURITY:MIN 4'THROW ON DEAD BOLT OR BEAD LATCH TYPE D ASPHALT BUILDING PAPER OR SYNTHETIC WRAP AT FOR EXTERIOR DOORS.OBSERVATION PORT REQUIRED FOR ALL WEATHER EXPOSED WALLS.INSTALL FLASHING AND y EXTERIOR DOORS WITHOUT GLAZING.ALL DOORS SHALL OPERATE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. OTHER COMPONENTS!N SHINGLE-LIKE MANNER. 8. VENTILATION:MECHAN/CAL SYSTEM SHALL HAVE DISCHARGE 4. WATER HEATING:GAS OR PROPANE WATER HEATER WITH A UEF OF 0.91 MIN 3'AWAY FROM OPERABLE WINDOW,DOOR OR OTHER OPENING TO OCCUPIED AREA. 5. PLUMBING FIXTURES:SHOWERHEAD AND KITCHEN FAUCETS 9. ATTIC OR TRUSS SPACES-ROOF VENTILATION SHALL BE SHALL BE<1.5 GPM.ALL OTHER FAUCETS<1.0 GPM INSTALLED TO A MINIMUM OF Tj3 OF THE SPACE VENTILATED. 6. THE FOLLOWING APPLIANCES SHALL BE ENERGY STAR STRIP RIDGE VENT OR VENTILATORS INSTALLED PER RATED: MANUFACTURERS SPECIFICATIONS.VENTED BLOCKS SHALL 6.1. DISHWASHER BE PROVIDED BY THE TRUSS MANUFACTURER AT THE TRUSS 6.2 REFRIGERATOR HEEL.RAFTER AREAS SHALL BE VENTED PER SHEET S-7. 6.3. WASHER AND DRYER(CEF 5.2 MIN) 6.3.1. DRYER SHALL BE VENLESS FIRST FLOOR CODE PLAN 10. EXTERIOR ENVELOPE A-1 SCALE.3/16-=1-0" 10.1. PROTECT/ON.•WEATHER EXPOSED EXTERIOR WALLSAND ROOFS SHALL HAVE A WATER-RESISTIVE BARRIER TO r — — — — — — — — PROTECT THE STRUCTUREAND FLASHING ATALL PROJECTED COMPONENTS AS A WAY TO DRAIN WATER W.H. FAN 80 CFM ELEC RESIST TO THE EXTERIOR I 50%RUN TIME (TYP SYMBOL) 11. MEP SUBMITTALS: TO EVAC EN77RE HOUSE 11.1. ELECTRICAL PERMIT SHALL BE PURCHASED BY THE ELECTRICAL CONTRACTOR FROM WA LNI. I 6 I PASSIVE VENT OR UNDERCUT DOOR v, I 60 MZG o I O O M/NISPL/T N I 0 00 SMART THERMOSTAT Sheet List Table D N I SHEET LEGEND NUMBER TITLE SHEET DESCRIPTION l[1�- 1 A-1 CO VER I o o vO SMOKE DETECTOR 2 A-2 FIRST FLOOR PLAN WITH DIMENSIONS R ❑❑ o 0 3 A-3 SECOND FLOOR PLAN WITH DIMENSIONS 0 4 A4 ELEVATIONS C� CARBON MONOXIDE DETECTOR 5 AS ELEVATIONS E I I 120 CFM RANGE 6 S-0 STRUCTURAL NOTES a FAN V.T.O. I I 7 S-1 FOUNDATION PLAN MING PLAN L — — — — — — — — J Txx EXHAUST FAN NUMERAL DENOTES CFM 9 S-0 ROOF FRRAMING PLAN e REQUIREMENT,VENT TO OUTDOORS (a) SECOND FLOOR CODE PLAN 10 sa SECTIONS 11 S-0 ICF SECTIONS AND DETAILS SCALE 3116-=1-0- HEATDETECTOR INTERCONNECTED WITH SMOKEALARM SYSTEM 12 S-6 /CFDETAILS U FILE.•Rose Struct 10-02-25.dwg a AV ROSE RESIDENCE A-1 � PROJECT:22--Rose ® 1190 E MANZAN/TA DRIVE © UNION,WA 98592 CHECKED BY. RLM © ---- E N G I N E E R I N G I N C TOM ROSE CODE DETAILEDBY.• EAE Q 2724 Black Lake Boulevard SW Suite 202 c Tumwater,WA 98512 x DESIGNED BY:RLM DATE NO. REVISION BY ELMA,WA 98541 SHT � OF �2 3.3.25 Ph:(360)352 2477 fax.•(360)352-0179 E-mail:admin@vectorengineennginc.com WINDOW SUMMARY WINDOWS ARE CALLED OUT BYSIZEAND STYLE/N THE PLANS.ALL WINDOWS ARE TO BE VINYL/NA COLOR DETERMINED BY THE OWNER.W/THA MIN/MUM U VALUE OF 0.30. DH=DOUBLE HUNG SH=SINGLE HUNG A=AWN/NG SLD=SLIDER WINDOW CALLOUTSARE WIDTH(XO)BYHEIGHT(X0) WALL TYPES 1T-4• SYM DIAGRAM DESCRIPTION ❑ _ 112'GW9 LO � LOG/X WITH RE/NF CONC EQUIV R25 WATER RESISTIVE BARRIER/AIR BARRIER B SIDING S� EXTERIOR %2-TYPE-X GWB(GARAGE SIDE) Zr FRAMING @ 16'O.C. R21 INSULATION/N CAVITY 4040 SLD &6 GARAGE �� 4040SLD _ 'GWB • ....:•;•' .. ..3• • 'i':'•....... '. �:..•'.-:�ti.ram... ':..:. w $ %27 'GWB • ® 10'-10 _ R13 UNFACED INSULATION/N CAV/TY(OPTIONAL) 2x INTERIOR 2x4 FRAMING @ 24-O.C.MAX %2"GWB 40-YEAR COMP ROOFING BATHROOM BEDROOM MANUFACTURERS RECOMMENDED UNDERLAYMENT ROOF SHEETING PER STRUCTURAL TRUSSES PER PLAN ® c R60 LOOSE INSULATION(BAFFLED AT WALL) %2'GWB CEILING FLOOR SURFACE(PER OWNER) 4'SLAB RE/NF.PER STRUCTURAL 10 MIL VAPOR BARRIER PREPARED SUBGRADE 3 SA4 '7'HOR/Z R10 AT GARAGE" O SHOP ® FLOOR SURFACE(PER OWNER) I I Iv r /JOIST SYSTEM o "/ ❑ R 38 BA TT g zo� ❑ I V�2 11'-11 N INSULATION TYX SHEETROCK OVER GARAGE l i l i i DOOR SUMMARY I I I I .5 HOUR DOOR 1. DOORS SHALL BE OF TYPEAS REQUESTED BY THE OWNER.EXTERIOR AUTO CLOSE GARAGE DOORS SHALL HAVEA MIN.U VALUEAS SPECIFIED/N THE BUILDING ENVELOPE REQUIREMENTS ON SHEET C-1. 'TYP X GWB 2. GLAZING LOCATED/N PERIMETER OF HEATED BUILDING ENVELOPE iv WALLS AND CEILING SHALL HAVEA MIN.U VALUE AS SPECIFIED IN THE BUILDING ENVELOPE REQUIREMENTS ON SHEET C-1. 5 HOUR DOOR aALL INTERIOR DOORS FOR NEW OPENINGS SHALL BEAS DESCRIBED IN AUTO CLOSE PLANS' 4. ALL DOORS SHALL BE 6'8'TALL U.N.O. "i. ® ENTRY DOOR SCHEDULE TAG WIDTH DESCRIPTION N p 2Z-9" ® 3' " EXTERIOR HINGED DOOR(U=.18) g, h SAFETY GLZ - a Sg ® ® S-0' INTER/OR FRENCH DOOR(U=.27) p 4036 FIXED 9'OHD 9'OHD Q 2'8' INTERIOR HINGED DOOR 35 ® - 2'-4' INTER/OR HINGED DOOR g D© OPNG INTER/OR B/FOLD CLOSET J S c A E 14'OHD g J e FIRST FLOOR PLAN A-1 SCALE.•"-=1-0' 0 'yC N C U FILE.Rose Shur 10-02 25.dwg ZEROSE RESIDENCE A-2 PROJECT.•22-Rose ® C t 1190 E MANZANITA DRIVE © UN/ON,WA 98592 CHECKED BY., RLM 0 -"-" E N G I N E E R I N G I N C FIRST FLOOR TOM ROSE DETAILED BY.• EAE Q 2724 Black Lake Boulevard SW Suite 202 BOX 907 Tumwater,WA 96512 ELMA WA 98541 SHT 2 OF �2 x DESIGNED BY.RLM DATE NO. REVIS/ON BY 3 3 ph:(360)3522477 fax.-(360)352-0179 E-mall.•admin@vectorengineennginc.com Vertical Glazing Schedule Rows to Show A Plan Component Glazing Width Hei ht ID Description Ref. U Cit. Feet Feet Area UA 1 4040 U=0.22{2021 1.1;2018 1.5) Table 406.2 022 3 4 ° 4 48 0 10.56 — — — — — — — — — — — — — — — — 2 4036 U=0.22 2021 1.1 2018 1.5 Table 406.2 022 3 3 5 450 990 3 6040 U=0.22 2021 1.1;2018 1.5 Table 406.2 022 2 6 0 4 ° 480 1056 I 4 5036 U=0.22 2021 1.1;2018 1.5 Table 406.21 0.22 1 1 5 3 ° 17 51 385 I I I I I I ,. B I I 26=1 7 8�' I I 4'-111 6'7' 4040 SLD 6040 SLD EGRESS I I I o CLOSET BEDROOM I I � � BATHROOM I a • � I O 00 I � LIVING ROOM I I IIIII I IIIII o KITCHEN I �q STORAGE ® L0011 ❑❑ I � c 5036 SLD SAFETY GLAZING m I 8'f " INDOORS a I I g I 7V 3. I 2ND STORY COVERED DECK �o rn I ^ m I I I= 24' - B UPPER FLOOR PLAN J A-1 SCALE:3/8"=V-0" c t° 'c c W FILE.Rose Struct 10-02-25.dwy ROSE RESIDENCE A_3 PROJECT.•22-Rose ® 1190 E MANZANITA DRIVE © a c t o r UNION,WA 98592 �— CHECKED BY. RLM ---- E N G I N E E R I N G \N C TOM ROSE 2ND FLOOR 0 2724 Black Lake Boulevard SW Suite 202 BOX 907 DETAILED BY., EAE Tumwater,WA 98512 DESIGNED BY:RLM DATE NO. REVISION rBy h: 360 3522417Jax: 360 352-0179 E-mail vectors meedn inc.com ELMA,WA98541 SHT 3 OF �2 3.3.25 P ( ) ( ) @ n9 9 ' 26.1 ROOF HIGHEST PEAK — _ — — 12— r SHAKE GABLES ASPHALT SHINGLES(TYP) 22.5 ROOF MAIN PEAK — — — HORIZ — — LAP SIDING 9.1 UPPER FLOOR - - - - - - - � 000 0 000 DOD 000 00� 000 000 000 0�0 0.0 ��; -ASSUMED.FFJ_ _ — — -- \� ROCK OR BRICK FACADE —/ ELEVATION.FRONT A-0 SCALE:1/4"=I'-O" SHAKE GABLES I IT FT VF1 v� o \ N h R 3 HORIZ VERTICAL CEMENT vSIDING N LAP SIDING qN FYI d J S' m� 0 e 0 m -- E a m LL C rB1 ELEVATION:REAR A-0 SCALE:1/4"=1'-O" c W u FILE:Rose Strict 10-02-25.dwg 2L ROSE RESIDENCE A-4 _i PROJECT. 22-Rose qQ THESE STRUCTURAL PLANS 1190 E MANZANITA DRIVE ARECOMPLEMENTARYAND 0 C t o r UNION,WA98592 o SUPPLEMENTARY TO ELEVATIONS CHECKED BY.- RLM Q ARCHITECTUR4L PLANS E N G I N E E R I N G \N C TOM ROSE o PREPARED BYANNA SORA N DETAILED BY., EAE Q KlM DATED 3.16.2022 2724 Black Lake Boulevard SW Suite 202 BOX 907 x DESIGNED BY.RLM DATE NO. REVISION BY 0179 E-mail., WA 98512 ELMA,WA 98541 SHT 4 OF 12 3.3.25 ph:(360)352-2477 fax:(360)352- -ma.adm in@vectorengineeringinc.com vectorengineeringinc.com -1h LLJ (A) ELEVATION:RIGHT A-5 SCALE:1/4"=1'-0" E u� N N h O 3 a vi N N g 0 0 E R c ELEVATION:LEFT d AS SCALE:1/4"=1'-0" w U— FILE:Rose Strucr 10-02-25.dwg Q ROSE RESIDENCE A_5 i ms PROJECT. 22-Rose ® THESE STRUCTURAL PLANSe c t o r 1190 E MANZANITA DRIVE ARE COMPLEMENTARYAND o A SUPPLEMENTARY TO UNION,WA 98592 a 2 TOM ROSE ARCHITECTURAE PLANS E N G I N E E R I N G \N C CHECKED BY: RLM ELEVATIONS A PREPARED BYANNA SORA 2724 Black Lake Boulevard SW Suite 202 N DETAILED BY. EAE A, KlM DATED 3.16.2022 BOX 907 No Tumwater,WA 98512 ELMA,WA 98541 SHT 5 OF 12 x DESIGNED BY.-RLM DATE NO. REVISION BY 3.3.25 ph:(360)352-2477f..(360)352-0179 E-mail.-admin@vectorengineeringinc.com GENERAL TIMBER 1-MATERIALS,WORKMANSHIP,DES/GNAND CONSTRUCTION THROUGHOUT SHALL BE INACCORD WITH THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE(IBC)AS AMENDED AND ADOPTED BY THE LOCAL 1-DIMENSIONAL LUMBER FOR FRAMING TO BE DF#2&BTR. PRESSURE TREATED LUMBER JURISDICTION. SHALL BEAWPA C225#2 HEM-FIR OR BETTER.SAWN TIMBER FOR BEAMS&HEADERS _ SHALL BE DF#2. GLULAMS THROUGHOUT SHALL BE 24F-V4 FOR SIMPLE SPAN 2-THE WORKSHALL BE INACCORD WITH THESE APPROVED PLANS,DETAILS,NOTES&SPECIFICATIONS. APPLICATIONS AND 24F-V8 FOR MULTI-SPAN OR CANTILEVER APPLICATIONS.ALL SIMPLE UPON DISCOVERING CONFLICT,UNCERTAINTY OR OMISSION/N THESE DOCUMENTS THE CONTRACTOR SHALL SPAN GLULAMS OVER TWELVE FEET SHALL BE FABRICATED WITH INDUSTRY STANDARD PROMPTL YREQUEST CLAR/FICA T/ON OR DEFINITION FROM THE ENGINEER. CAMBER.ENGINEERED WOOD PRODUCTS SUCH AS PSL,L VL,T SHAPED MEMBERS AND " OTHERS SHALL BEAS SPECIFIED/N THE PLANS,AND INSTALLED PER MANUFACTURERS PAIR e7 3-DESIGN LOADING CRITERIA FOR THIS WORKARE INACCORD WITH ASCE 7-10 AND AS FOLLOWS. RECOMMENDATIONS AND SPEC/F/CAT/ONS. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT T AND a 1(EA)A5 TOP r AND)#5 PRIOR APPROVAL OF THE ENG/NEER. BEAMS&HEADERS OVER EIGHT FEET LONG SHALL ROOF LIVE LOAD=SNOW LOAD(30 PSF) BOTT BE SUPPORTED AT EACH END BY TWO TRIMMERS. THOSE OVER TWELVE FEET SHALL HAVE DEAD LOADS=ACTUAL THREE TRIMMERS AT EACH END EXCEPT FOR THOSE NOTED OTHERWISE. GANGED TRIMMERS SHALL BE NAIL-LAM/HATED WITH(2)16d COMMON NA/LSAT 16 INCHES OC 4-WIND DESIGN CRITERIA: MAXIMUM. 1-BASIC WIND SPEED: 110 MPH,WIND EXPOSURE B 2-RISK CAT Il IW= 1.0 2-ROOFAND FLOOR CONSTRUCTION SHALL BEAS DESCRIBED/N THE DIAPHRAGM ZTYP° t 3-INTERNAL PRESSURE COEFFICIENT=+/-0.18 CONSTRUCTION SCHEDULE OR ON THE PLANS. KnOn/ 4-COMPONENTS AND CLADDING.LOADS PER TABLE IBC 1609.2.1(2) 56-FROM EDGE OF OPNG 3-MINIMUM EXTERIOR WALL CONSTRUCTION SHALL BE 7116-APA RATED(24116)SHEATHING i GARAGE DOOR 5-EARTH QUAKE DESIGN CRITERIA NAILED WITH 8D COMMON NAILS,6"OC AT EDGES AND 12"OC IN THE FIELD. THE TOP 1-RISK CAT lI!E= 1.00 MEMBER OF THE DOUBLE TOP PLATE OFALL SHEAR WALLS SHALL BE NAILED TO THE ° 2-SS= 1.465,S1=0.704 BOTTOM MEMBER WITH(3)16D COMMON NA/LSAT 16 INCHES ON CENTER;AND MADE a ° 3-SITE CLASS D CONTINUOUS W/THA CS16 STRAP AT EACH BUTT OR TEE JOINT. TOP PLATE LAP SPLICES 4 SDS=0.977,SDl=0.704,SDC=D SHALL ENCOMPASS AT MINIMUM(9)16d SPLICE NAILS EACH SIDE OF JOINT. 4 S BASIC SEISMIC FORCE RES.SYSTEM=ASCE 7-16 TABLE 12.14-1 A.13.LIGHT FRAME(WOOD)ETC. 6-ANALYSIS PER 16174 EQU/VALENTLATERAL FORCE PROCEDURE" 4-STEEL FRAMING CONNECTORS OF VARIOUS DESIGNATIONS SHALL BEAS SPECIFIED/N THE PLANS,AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS AND WOOD ° 6-ENGINEERED COMPONENT SYSTEMS,DESIGNED PRIMARILY BY OTHERS,SUCH AS ROOFAND/OR FLOOR SPECIFICATIONS,UNLESS SPECIF/CALLYNOTED OR DETAILED DIFFERENTLY. STEEL OPENING FRAMING NOT a TRUSS AND/OR JOIST SYSTEMS,SHALL BE DESIGNED AND INSTALLED CODE COMPLIANT AND/N FRAMING CONNECTORS SHALL BE SIMPSON STRONG TIE,OR EQUIVALENT APPROVED BY , SHOWN tE4)#5 oTTOM CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS THE ENGINEER. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. SPECIAL STEEL TIMBER CONNECTORS SHALL BE FABRICATED INACCORD WITH I 7-COMPONENT SYSTEMS SHALL BEAPPROVED BY 77-IE COMPONENT ENGINEER AND CONTRACTOR PRIOR TO SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. SUBMITTAL TO THE ENGINEER-OF-RECORD(ENGINEER)FOR CURSORY REVIEW ONLY. 5-EACH ROOF MEMBER AT EACH BEARING POINT SHALL BE CLIPPED TO TOP PLATE WITH 8-MEANS,METHODS AND PERSONNEL SAFETYARE BEYOND THE SCOPE OF THIS ENGINEERING AND THE H1,H10 OR H10-2,•UNLESS NOTED OTHER BY THE ROOF SYSTEM ENGINEER. CLIP ALL RESPONSIB/L/TYOF OTHERS IT SHALL BE CONTRACTORS RESPONSIBILITY TO DES/GNAND IMPLEMENT ANY GABLE END TRUSSES TO TOP PLATE WITHA35AT 16"O.C.UNLESS NOTED OTHER BY THE REQUIRED TEMPORARY STRUCTURES OR MONITORING DEVICES THE WORKMAY REQU/RE. ROOF SYSTEM ENG/NEER. TREATED PLATE SHALL BE CONNECTED TO FOUNDATION WALLS i WITH 518-ANCHOR BOLTS AT FOUR FEET OC,•OR AS NOTED ON THE PLAN AND SPECIFIED 9-SPECIAL INSPECTIONS SHALL BE PERFORMED AS REQUIRED BYCHAPTER 17 OF THE2021 IBC AND THESE IN THE SHEAR WALL SCHEDULE. DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORD/NATEALL REQUIRED SPECIAL ° INSPECTIONS. 6-ICF WALLS SHOWN ARE DESIGNED AS SHEAR WALLS,8"ICF WALLS USED IN ALL LOCATIONS. 10-GEOTECHN/CAL ANALYSIS NOT PROVIDED,LOADS BASED ON VALUES FROM 1806.2. 7-ALL HEADERS TO BE LINTELS OR 6x8 AT TOP OF WALL. i � I I 1A A lk I CONCRETE STEEL NOTEATWINDOWSl5 A5 VERT WITHIN 1-S7RUCTURAL CONCRETE WORKSHALLBEINACCORDW/THCHAPTER190FTHEIBCANDAC1301-19, 1-STRUCTURAL STEEL SHALL BE/NACCORDWITHA/SC303-22 CODEOFSTANDARD HOR¢WmaNWOF 12'oFOPENNG SPECIFICATIONS FOR STRUCTURAL CONCRETE". PRACTICE FOR STEEL BUILDINGS AND BRIDGES"AS PUBLISHED BY THE AISC;AWS eorroM EXTEND FROM TOP OF FOOTING TO TOP Of WALL D1.120 STRUCTURAL WELDING CODE,STEEL'•AND/OR THEA/SC SPECIFICATION 2-CAST-IN-PLACE CONCRETE SHALL HAVEA MINIMUM SPECIFIED COMPRESSIVE STRENGTH(PC)OF 250OPSI FOR STRUCTURAL JOINTS USING ASTMA325 OR M90 BOLTS. AT 28 DAYS AND SHALL CONTAIN A MINIMUM OF486 LBS OF PORTLAND CEMENT PER CUBIC YARD.WATER/ 77 CEMENT RATIO FOR CONCRETE SHALL NOT EXCEED.45. ALL CONCRETE SHALL BE THOROUGHLY 2-STRUCTURAL STEEL SHALL BE:ASTMA992 FOR W SHAPES;A36 FOR C,L,AND #C3 STIRRUP @ 3- CONSOL/DATED IN PLACE WITH INTERNAL MECHANICAL CONCRETE VIBRATORS. PROVIDEA)R ENTRAINMENT BAR;A500 GR B FOR HSS,A53 GR B FOR PIPE. FASTENERS SHALL BE' F1554 GR #3 SADDLE 7" OC ENTIRE OPENING PER IBC SECTION 1904. 55 FOR ANCHOR BOLTS CONNECTING STEEL TO CONCRETE,•A325 FOR STEEL TO STEEL CONNECT/ON;A307 FOR- WOOD TO STEEL,WOOD TO CONCRETE,OR WOOD E 3-DEFORMED STEEL REINFORCING BARS SHALL BE.'ASTMA 615,A 616,OR A 706,GRADE 60. ANCHOR TO WOOD CONNECTIONS.ANCHOR BOLTS CONNECTING STEEL TO CONCRETE SHALL BOLTS EMBEDDED IN CONCRETE SHALL BEASTM F1554,GR 36 UNO.ANCHOR BOLTS SHALL BE TEMPLATE BE TEMPLATE SET. ANCHOR BOLTS CONNECTING TREATED PLATE TO CONCRETE SET MAYBE WET SET. o � N U 2 • 2 N 4-MINIMUM CONCRETE COVER OF REINFORCING STEEL SHALL BE: 3-ANCHORAGE TO CONCRETE SHALL BE INSTALLED INACCORD WITH CHAPTER 17 o OFACI318-19INADD/77ON TO AISC 303-22. POST INSTALLED ANCHORAGE TO CAST-IMPLACE CONCRETE(JOBSITE CAST): CONCRETE SHALL BE INSTALLED INACCORD W17H MANUFACTURERS HEADERS 6' RECOMMENDATIONS,EXCEPTING CONFLICT WITH ABOVE-REFERENCED CODE AND LESS CONCRETE CAST AGAINST EARTH 3' REQUIREMENTS. CONCRETE EXPOSED TO EARTH OR WEATHER 2" 3-WELDING OF STRUCTURAL STEEL SHALL BE/N ACCORD WITHAPPROVED HEADERS OVER 5' SPEC14L INSPECTIONS WELDING PROCEDURES AND PERFORMED BY WABO CERTIFIED WELDERS. NOTE.THE AUTHORITY HAV/NG JURISDICTION(AHJ)SHALL INSPECT PERSEC77ON 110.3OF THE 2021!BC eA DETAIL:LINTEL REINFORCING �@ DETAIL:LINTEL REINFORCING y EXCEPTASNOTEDBELOW,ORIFREQUIREDBYTHEAHJ. SCALE:1'=1 0' SCALE:1'=1 0' o CONCRETE w PER TYPE CONT. REFERENCE IBC STANDARD REFERENCE DIAPHRAGM CONSTRUCTION SCHEDULE INSPECTANCHORS POST-INSTALLED/N MARK SHEATH/NG M/N) FRAMING NAIL SIZE SPACING BLOCKING/FASTENER ROWS HARDENED CONCRETE MEMBERS. 6'O.C.AT PANEL EDGES E R1 7/16"APA RATED SHEATHING 2"NOMINAL(a�24'O.C.MAX 8D COMMON 1y O.C.IN THE FIELD UNBLOCKED/f ROW a A-ADHES/VEANCHORS INSTALLED/N DECKROOF m HOR OR UPWARD INCLINED AC/318 17.8.2.4 ORIENTATIONS TO RESIST X F1 IW32"APA RATED SHEATHING 2"NOMINAL @ 24"O.C.MAX 10D COMMON 6'O.C.AT PANEL EDGES UNBLOCKED/1 ROW SUSTAINED TENSILE LOAD 12'O.C.IN THE FIELD OPP FLOOR B-MECHANDADHANCHS NOT X ACI318 17.8.2 DEFINED/NAABOVE c W u FILE-Rose Snuct 10-02-25.dwy ZL M0 ROSE RESIDENCE S-0 PROJECT,22-Rose ZL a c t o r 1190 E MANZANITA DRIVE Q UNION,WA 98592 CHECKED B --%KY., RLM © � E N G I NEER I N G \N C STRICT NOTES DETAILED BY: EAE 01 �O "�IST� `� 2724 Back Lake Boulevard SW Suite 202 TSB ROSE c ss/o�L 1E Tumwater,WA 98512 k DESIGNED BY.,RLM DATE NO. REVISION BY 3.3.25 Ph:(360)352-2477fox.•(360)352-0179 E-mad.admin@vectorengineednginc.com ELMA,WA 98541 SHT 6 OF 12 BEARING WALL PER PLAN VERTS PER WALL SECTION 3(EA)#f LONG? P.T.PLATE WL CONNECTION PER CONTRACTOR _ — — - -11— _ VSEE #4 LADDER Q 24.OC III—III-1 I I I I�I I I�I I�I I TERNATEHOOKS NON STRSCTT —ILN SPLICE=25" B DETAIL: 18"STRIP FOOTINGS-1 SCALE.•1"=1-0" am�I3(Ea)#5LONGlT S-0 FOR — — — — — — — r ' ——— — — — — — — — —'- - -- - -I- - I FOOTINGS I r-0• PERF FOOTING ' I DRAIN c DETAIL:ICF FOOTING S 1 SCALE:1"=V-0" I ' I II I '� I D I I I I I C I S-1 I 2(EA)#4 LONGIT B I HOOKS AT 16"OC I I I I ALT DlR � 8. STRIP FOOTING MATCHICFFOOTING S(ZE/REINF I DETAIL SHOP FOOTING e I I I S-1 SCALE 1"=1'0" I I I I I ..• I N I — — — — — — — — — — — — — — — — — — — — P.T.POST "' I I I i - - - - - - - - - - - PER PLAN a I I z I I I I m f;AST AGAINST POST FOOTING EARTH S[iSQSe m i SEE EIS-1 P SURFACE � — �" PEE RR OWNER 0 L - - - - - - - - - - - - - - � z 1I � �I 3(EA)#4 EACH DIR. a J- - - - L L JI J L m a FOUNDATION PLAN 0 DETAIL: 18"EXT POST FOOTING m S 2 SCALE:318"=1•-0" S-1 SCALE.-1'=1 0' w` 0 FILE.-Rose Stnlct 10-02-25.dwg Q M ROSE RESIDENCE S_1 •5 PROJECT:22-Rose ® of SOP 1190 E MANZANITA DRIVE UNION,WA 98592 0 ---- Wle G I N E E R I N G \N C . FouPLAN AION CHECKED BY. RLM TOM ROSE DETAILED BY. EAE Q ADO �a ISTrxw° �� 2724 Black Lake Boulevard SW Suite 202 BOX 907 SSLOxST g Tumwater,WA 98512 ELMA,WA 98541 SHT 7 OF 12 `�X DESIGNED BY.,RLM DATE NO. REVISION BY 3.3.25 Ph:(360)352-2477 tax:(360)352-0179 E-mail:admin@vectorengineeiinginc.com BUCKOUTFOR BEAM FIRE CUT BEAM PER PLAN SHIM BEAM TIGHT TO BUCKOUT GASIQ=T MIN 2.5'BEARING HEADER PER -.• NOTES(6x8) ,;..... .: ._. S-2 SCALE.•1'=10' I I I I I I I I I I 41 I I I I I I I I I I I I I POCKET BEAM H1 OR 5" SDWC ?. PER B/S-2 I I I I I I I I I I I I 3 /2'x fI J'i A 4 8 BEAM PER PLAN NOTE WOOD WALL CONSTRUCTION TO BE PER I I I I I I I I AC6 EA SIDE NOTE 5 ON SHEET S-2 r OK TO BEAR J'A.B.@ 48'OC EMBED 6" 11-+1X�ST1.111250 @16 OC SANDWICH JOISTS EA SIDE POST 6x6 P.T. 4(E4)3-FLAT LOCK EA SIDE RIM E BEAM PER PLAN A35 ONE SIDE — — — — JOIST TO BEAM h 0 `m 3 a g I I I I I I I I HUC kACE l I I I I I MT HNGER(TYP) s' FOOTING PER S-1 0 1 5- O m c E SEE CIS-2 6x6 P.T.FROM a COLUMNS(3 EA) FOUNDATION TO ROOF d z sr�E.MI NG LAN c DETAIL:PORCH COLUMNS 9 S 2 SCALE:1/2"=1=0" - — c FILE.•Rose Shuct 10-0225.dwg MOO ROSE RESIDENCE S-2 PROJECT:22-Rose ® ov 119 UNION,WA/985 TA DRIVE CHECKED BY: RLM 0 '--- E N G I N E E R I N G I N C TOM ROSE FRAMING PLAN DETAILED BY: EAE Q �, '1 2724 Black Lake Boulevard SW Su/te 202 \ ;��y Tumwater,WA 98512 BOX 907 `�X DESIGNED BY.,RLM DATE NO. REVISION BY 3.3,25 ph:(360)352-2417 fax:(360)352-0179 E-mail.admin@vectmBngineennginc.com ELMA WA 98541 SHT 8 OF �2 r� m LL- A SECTION S-0 SCALE.-1/4'=1-0' F a � 0 0 N h O RAIL SYSTEM o DEFERRED SUBMITTAL' N MEET RAIL LOADS OF IBC17RC MIN 42'ABOVE FLOOR Wl m� V Li 0 K O 2'R-10 E RIGID a SECTION � S4 SCALE.'1/4'=1-0' 0 w` FILE-Row Shuct 10-02-25.dwg yoo� ROSE RESIDENCE S-4 PROJECT.'22-ROSe _ ® 1190 E MANZAN/TA DRIVE UNION,WA 98592 CHECKED BY: RLM 0 ---- E N G I N E E R I N G I N C . - - sEcnoNs DETAILED BY. EAE Q ' s�i2 2724 Black Lake Boulevard SW Suite 202 TOM ROSE07 DESIGNED BY'RLM DATE NO. REVISION BY srovu bed' Tumwater,WA 98512 3.325 ph:(360)3522477fax(360)352-0179 E-mail.admin�vectorengineennginc.com ELMA,WA98541 SHT �� OF �2 ' J'A.B.@ X OC Ml C2AIBED 9' Furring tabs are spaced MAX HEIGHT 18' 8"on center horizontally and run nearly the entire x'pattern on surface of height of Logix ICF Logix foam panels mark blocks. locations of furring tabs. TAPER FORM REQUIRED AT TOP ALL EV ERIOR LOCATIONS sm Fasten siding at furring tab locations. 6'ICF Furring tabs are embedded 1/2"from surface of Logix foam panels and are anchored into the concrete. NOTE FOR LUMBER DECK CONNECTIONS USE ICFVL AND WIN SAME ARRANGEMENT A Typical Logbt wall assembly-Siding. �B EXTERIOR CLADDING DETAIL lcFVL AND cw SS SCALE:N.T.S. VERT HOOKS 05 d 012-OC W 0 U HOWNS0 16-OC 2� LLJ E c 2 W N O O N h O #5 HOOKS @ 12- EB1MN5flt— N 4 . 1 C L 2ROWi5LONG/T 2 3 BARS PER ROW m _E #5 LADDER L MATCH VERT BAR SPACING d SECTION:NON-RETAINING WALL CONSTRUCTION 9 S� SCALE:314'=1=0' FILE:Rose Struct 10-02-25.dwg MOO ROSE RESIDENCE S-5 i PROJECT.,22-Rose of P 1190 E MANZANITA DRIVE © UNION,WA 98592 CHECKED BY., RLM © ---- E N G I N E E R I N G \N C TOM ROSE DETAILS DETAILED BY. FdF Q �� Ra i29 1? 2724 Black Lake Bou/evaid SW SUite 202 BOX 907 c ssrowL E Tumwater,WA 98512 K DESIGNED BY:RLM DATE NO. REVISION BY 3.3.25 ph:(360)352-2477 fax.•(360)352-0179 E-mail.admin@vectorengineeringinc.com ELMA,WA 98541 SHT �� OF �2 STUD FRAME PAR7777ON 90'STANDARD BEND ALTERNATE LAP EACH COURSE DRYWALL REMOVE VERTICAL PORTION OF EPS FROM PANEL TO SUIT STUD WALL AGAINST FACE OF CONCRETE WALL. F MIN.TT-DRYWALL ON ICF (OPTIONAL TYP PROJECT) In N 7 <:] ICF CORNER FORM HORIZ REINF PER WALL DETA4 ICF eq DETAIL:STUD WALL CONNECTION 6 SCALE.'N.T.S D DETAIL:CORNER RE/NF SCALE.'1'=1 0' EXTERNAL FINISH INTERIOR FINISH OWNER OPTION a VERTICAL REINFORCING REINFORCING PER LINTEL GAL SPIRAL NAILS,BOLTS,OR SCREWS IN STAGGERED PATTERN TO ATTACH ROUGH BUCK TO CONCRETE(/YP) 10'ICF II 8'ICF r ICFFORM REMOVEFOAA/ 1'x B'SUB FRAME A3 BEHIND WEB AND EIFS SUBSTRATE TO HORIZ BAR SEEA-A SUPPORT FOAM BACKER ROD AND CAULKING L AAADDITIONAL F ANID BRAG NG- -t r I a WINDOW N GIULK N o BENTBAR m FLASHING 2'EACHDIRECTION 1'x B'SUB FRAME 3 va 2'x 6" pN HOW BAR d CONT NORM RIPPED PLYWOOD J BAR d c CAULK CASING K f 4 U - ]] DETAIL:T REINFORCING a SCALE.'1' 1-0' DETAIL CORNER TRANSITION L K,DIM.LUMBER,OR ENGINEERED WOOD = SCALE.'314"=1 0' ROUGH BUCK Wr7H 15#FELT ORAPPROVED MOISTUREBARRIER ZIP TIE SUPPORT E BJ SUPPORT BAR L SECTION MA a _ OPENING REINFORCING 2. NOTES: 1. THESE DRAWINGS ILLUSTRATE AN EXAMPLE OF WALL BRACING FOR HORIZONTAL TRANSITIONS AT CORNERS THE E CONTRACTOR SHALL PRACTICE SOUND JUDGEMENT(BASED ON WALL STRUCTURE,POURING SEQUENCEAND OTHER .� DETAIL:WINDOW OPENING 2SITE CONDITIONS)TO DETERMINE IFADD?ZONAL FORM SUPPORT AND BRACING IS REQUIRED. AVOID PLACING CONCRETEDIRECTLYINT07HECORNERS. SCALE.'N.T.S I FOLLOW ALL REQUIRED NATIONAL AND LOCAL WALL BRACE SAFETYREGULA77ONS w M�a ROSE RESIDENCE S-6 FILE:Rose Struct 10-02-25.dwg 0to r�� PROJECT.'22-Rose ® of � 'P 1190 E MANZANITA DRIVE UNION,WA 96592 ® ---- E N G I N E E R I N G I N C TOM ROSE DETAILS CHECKED BY.' RLM \ DETAILED BY.' EAE Q �G /sr ° ��� 2724 Black Lake Boulevard SW Suite 202 BOX 907 SSJOYAL tied Tumwater,WA 98512 k DESIGNED BY.RLM DATE NO. REVISION BY 3.3.25 Ph:(360)352-2477 fax:(360)352-0179 E-mail:adminQa vectorengineeringinc.com ELMA,WA 98541 SHT 12 OF 12