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HomeMy WebLinkAboutBLD1995-00429 .. , JEFFERSON COUNTY BUILDING PERMIT Jefferson County Permit Center Castle Hill Mall 621 Sheridan St. Port Townsend, WA 98368 360-379-4450 PERMIT # •BLD95-0429 DATE ISSUED. : 10/25/95 SITE ADDRESS: ` OS'Pf-k`I e2" '& ILO :PORT LUDLOW, WA 98365 1 APPLICANT. . . :BERT LOOMIS PHONE: 360-437-2400 MAILING ADDR:LOOMIS PROPERTIES : 181 S BAY WAY :PORT LUDLOW WA 98365 CONTRACTOR. . :LOOMIS PROPERTIES PHONE: 437-2400 MAILING ADDR:PO BOX 65334 :PORT LUDLOW WA 98365 1 CONTR. LIC #:LOOMLP*077 EXPIRATION DATE: 02/03/96 LOAN LENDER. : MAILING ADDR: • • PARCEL NO. . . :821171009 LEGAL DESC. . : STR 17-28-01 EWM, TAX # LOT 3 , BLOCK , ALBERT LOOMIS IV SP DESCRIPTION OF IMPROVEMENT: � unit apartment project - townhouses bldg 2 ( {,. Oting Se bacj (Shoreline Setback) :tx c,c O ( ) Underground Plumbing/Underground Insulation: ( -., am • • .° 'umb i n• ma lira - -4 /Ald V .ter ttAt 4- �' Wl .7 ( 1Insulation: ,,k de AP/ P- Ai .1 CLOG .4&1��i�'! r/ r ( S ieetrock: ("it" �` AS- - AV!!!�J _ ( V4'inal/Occupancy Approval: i►yiattliT'�t' -rAllirj i,_,,,_,,, THIS PERMIT IS VALID FOR ONE YEAR. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE 24 Hour Recorder for Inspections CALL 379-4455 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS Office Hours 9 a.m. to 4 : 30 p.m. Inspector's Phone Hours 8 - 9 a.m. 4 r f r t �Nt °IRD WRIMM 517E PLAN WORK THIS ARGA, TYP. LOT 3 t F'ROI'OSED TOWNHOUSE' CONDOMINIUMS L O T 3 _ s �lY LOT 2 I �110' POD yAGE <E-Y SITE PLAN SGALi i" = IRO'-O" ALL WORK $WALL CONFORM TO APPLICABLE GORES, INCLUDING, BUT NOT LIMITS TO THE I"! UNIFORM BUILDINIG CODE, THE I991 WASHINGTON STATE ENERGY CODE, TWE 1992 WASHINGTON STATE BUILDING CODE, CHAPTER 51-20 AND 51-21 WAC, TWE AMERICANS WITH D15A&I-171ES ACT, AND ALL RULES, REGULATiON5 AND ORDINANCES OF THE GOVERNING AUTHORITY. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND SITE CONDITIONS, AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DENG- PANCIES, ERRORS, OR OMISSIONS PRIOR TO PR OCEDDING WITH THE WORK DO NOT SCALE THE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS ARE SHOI.LN TO FACE OF STUDS UNLESS INDICATED OTHERWISE. THE PROJECT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS COORDINATED AS NECESSARY TO PERWTIT WORK BETWEEN DIFFERENT TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION SEQUENCES OR DELAYING THE PROJECT SCHEDULE. PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTORS SHALL ✓ERIFY ALL REQUIREMENTS FOR THIS PROJECT AND COMPLY WITH ALL LOCAL CODES SUBMIT PLANS FOR APPROVAL AND OBTAIN PERMIT BEFORE STARTING WORK, DO NOT VARY OR MODIFY THE WORK 5HOUIN WITHOUT WRITTEN AUTHORIZATION FORM THE ARCHITECT. DETAILS W1WiOW OCCUR BOTH RlGNT- AND LEFT-HAND ARE 54.10 N ONLY ONCE. TYPICAL DETAILS ARE NOT REFERENCED AT ALL LOCATIONS: THE INTENT IS THAT THEY CARRY THROUGHOUT THE PROJECT UNLESS OTWEFWUISE NOTED. ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE ALL.5HOP DRAWING DIMENSION SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR GENERAL CONTRACTOR SHALL REPAIR REPAIR ANY DAMAGE CAUSED Bi HIMSELF OR OTHER TRADES, I AT I PROJECT NAME: PORT LUDLOW TOUIINHCMES PROJECT ADDRESS: 133 and 135 OSPREY RIDGE ROAD PORT LUDLOW, UWA 98365 GOVERNING CODE: I994 U.B.C. ENERGY CODE: LUASHINGTON ST. ENERGY CODE (1994 ) CONSTRUCTION TYPE: TYPE v-N (NON-SPRINKLERED' OCCUPANCY: R- I TAX PARCEL NUMBER: ZONING- COMMERCIAL BUILDING AREA: BUILDING I: 3012 SQUARE FEET BUILDING 2: 3012 SQUARE FEET TOTAL AREA 6024 SQUARE FEET 5iTE AREA: 19,253 SF. (1.82 ACRES; PARKING SPACES: 14 PARKING SPACES PROPOSED SCOPE OF WORK: CONSTRUCTION OF TWO NEW 3-UNIT TOWNHOUSE APARTMENT BUILDINGS AND 14 ON-5iTE PARKING, SPACES DTI ON AB ANCHOR BOLT FOIO FURNISHED BY OWNER LOT 3 OF ALBER7 LOOMlB IV SHORT PLAT 19-92, AS RECORDE AC TILE AGOUSnC TILE INSTALLED OPENING OWNER OCT 211993. VOL. 3 OF SHORT PLATS, P. 44 D AC T ACT FO FINISH OPENINA� AFF ABOVE FIN- FLOOR GA GAUGE ARCH ARCHITECTURAL GALV GALVANIZED AVG AVERAGE GL GLASS BLDG BUILDING GWB GYPSUM WALLBOARD BLKG BLOCKING, WC HOLLOW CORE BM BEAM NOWD HARDWOOD BOT BOTTOM HOWE HARDWARE CMU CONCRETE BLOCK HM HOLLOW METAL OF" CUBIC FEET/MINUTE - HOR HORIZONTAL Q TILE QUARRY TILE CL CENTER LINE HT HEIGHT R RISE, RADIUS CLG CEILING HW HOT WATER REPAR NPORGING BAR CLR CLEAR HWT HOT WATER TANK REF REFERENCE COL COLUMN INSLL INSULATION REQ D REQUIRED' CONST CONSTRUCTION INT INTERIOR REV REVISION CCNT CONTINUOUS KE5 KITCHEN EQUIPMENT SUPPLIER W. R`"S ROOM, ROOMS CONIC CONCRETE KIT KITCHEN RC ROUGH OPENING COR CORRIDOR LAY LAVATORY RS ROUGH SAU -4 CTR CENTER Lice LIVING ROOM SC SOLD CORE CW COLD WATER LT LIGHT SCHED SCHEDULE DBL DOUBLE LOC LOCATION SECT SECTION DTL DETAIL MATL MATERIAL SHT SHEET DIA DIAMETER MAX MAXIMUM SPECS SPECIFICATIONS DIM DIMENSION MFR MANUFACTURER SF SQUARE FEET ON DOWN MTL METAL SIdTH'G SHEATHING DO DITTO MIN M{Nfr U SOG SLAB -ON -GRADE DR DINING ROOM, DR MISC MISCELLANEOUS STOR STORAGE DS DOWNSPOUT MUL MULLION 5?RUC? STRUCTURAL DUY, DRAWING NA NOT APPLICABLE SUSP SUSPENDED E EXISTING; NIC NOT IN THIS CONTRACT SQ SQUARE EA EACH NO, • Ni unit TOC TOP OF CONCRETE ELEV ELEVATION NOM NOMINAL TOS TOP OF SLAB EXIST EXISTRK'; NTS NOT TO SCALE TOW TOP OF WALL EXT EXTERIOR OC ON CENTER TYP TYPICAL FF. FINISH FLOOR OD OUTSIDE DIMENSION UNPIN UNFINISHED FIN FNISW PERF PERFORATED JR URINAL FL FLOOR PT PAINT AB VAPOR EARRI£R FLASH'G FLASHING PT. PRESSURE TREATED VCT VINYL COMPOSITION TILE FH FIRE HYDRANT PL PLATE VERT VERTICAL FDIC FLOW1544EC BY OWNER P LAM PLASTIC LAMINATE WC_ WATER CLOSET INSTALLED BY CONTRACTOR PLY PLYWOOD WP WATERPROOF OANER: LOOM1S PROPERTIES IB500 OAK BAY ROAD PORT LUDLOW, WA 98365 (360 ) 43'1-2400 ATTN: BERT LOOMIS . AR HITECT: MERRICK LENTZ ARCHITECT CONTACT: CRAIG CHANEY 1800-136TLd PLACE N.E., SUITE 0100 BELLEYUE, WA. S6005 (206) 141-3111 NEW 11'x14 DUMP5TER ENCLOSURE, (b' HIGH WOOD FtNGE TO MATCH +181.5' LOT I EX15T'6)—\ gA.bS: I bQ A" a A., o b / �- �F . ••.ASPHALT 4" WHI?E � ' 4, PAVING PAINT STRIPE, 4" GONG_ 51AEWALk WID`/ On NEW ASPHAL acGE55 DRI 'e A � 10 \ i F.F =+IT2C f AREAS ADJACENT TO t0 FF bQ.O BUILDING AND PARKIN¢ TO BE RE-LANPER bC EXISTING--� CONTOUR TO REMAIN IN ! CONTOUR L O T 3 160 DRAINFIELD AREA L . PROPOSED (SEPTIC DESIGN AND CONTOUR DRAWINGS BY TILLMAN ENS NEERIN6 GORPJ NOTE: ALL EXI5TIN6 iREE5 AND _,AND51-.APING IN AREAS THAT WILL NOT BE DISTURBED BY CONST'�TION TO REMAIN. EXISTING PARKING AREA TO REMAIN RESERVE \ DRAINFIELD �i< v90 AREA /SI \ FUTURE GHUF2GH PARKING \ 1 l � � 1 ` SITrz PLAN SCALE: = 30'-C' p AIGROD_ PORT 6.UL7LOW V ILLA61= �-O �{J �J VICINITY MAP NO 5CALI= LOT i EXIST'6 COLDWELL BANKER PARKING LOT Ll WORT LUr%0^ 50 Q =�RAKNC INDEX LOT 2 A -I SITE PLAN, PROJECT NOTES, GENERAL NOTES A-2 MAIN AND UPPER FLOOR PLANS A-5 BUILDING ELEVATIONS A-4 FOUNDATION AND FRAMING PLANS A-5 BUILDING AND ^ALL SECTIONS, GENERAL NOTES UNPUBLISHt, 1995 MERRICK LENTZ . MERRICK LENTZ ARCHITE CT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747-3177 FAX 206/747-7149 3549VWAat>IITECT GtSTEPEO STATE OF WASFiMW PROJECT NAME 6 Unit Multi -Family Townhouse Phase I 611011 PROPERTIES Port Ludlow, Washington DRAWING TITLE 51 TE PLAN PROJECT NOTES GENERAL NOTES DATE NOvETwTBER 1, I995 DRAWN BY GC CHECKED BY REVISIONS A- DTI ON AB ANCHOR BOLT FOIO FURNISHED BY OWNER LOT 3 OF ALBER7 LOOMlB IV SHORT PLAT 19-92, AS RECORDE AC TILE AGOUSnC TILE INSTALLED OPENING OWNER OCT 211993. VOL. 3 OF SHORT PLATS, P. 44 D AC T ACT FO FINISH OPENINA� AFF ABOVE FIN- FLOOR GA GAUGE ARCH ARCHITECTURAL GALV GALVANIZED AVG AVERAGE GL GLASS BLDG BUILDING GWB GYPSUM WALLBOARD BLKG BLOCKING, WC HOLLOW CORE BM BEAM NOWD HARDWOOD BOT BOTTOM HOWE HARDWARE CMU CONCRETE BLOCK HM HOLLOW METAL OF" CUBIC FEET/MINUTE - HOR HORIZONTAL Q TILE QUARRY TILE CL CENTER LINE HT HEIGHT R RISE, RADIUS CLG CEILING HW HOT WATER REPAR NPORGING BAR CLR CLEAR HWT HOT WATER TANK REF REFERENCE COL COLUMN INSLL INSULATION REQ D REQUIRED' CONST CONSTRUCTION INT INTERIOR REV REVISION CCNT CONTINUOUS KE5 KITCHEN EQUIPMENT SUPPLIER W. R`"S ROOM, ROOMS CONIC CONCRETE KIT KITCHEN RC ROUGH OPENING COR CORRIDOR LAY LAVATORY RS ROUGH SAU -4 CTR CENTER Lice LIVING ROOM SC SOLD CORE CW COLD WATER LT LIGHT SCHED SCHEDULE DBL DOUBLE LOC LOCATION SECT SECTION DTL DETAIL MATL MATERIAL SHT SHEET DIA DIAMETER MAX MAXIMUM SPECS SPECIFICATIONS DIM DIMENSION MFR MANUFACTURER SF SQUARE FEET ON DOWN MTL METAL SIdTH'G SHEATHING DO DITTO MIN M{Nfr U SOG SLAB -ON -GRADE DR DINING ROOM, DR MISC MISCELLANEOUS STOR STORAGE DS DOWNSPOUT MUL MULLION 5?RUC? STRUCTURAL DUY, DRAWING NA NOT APPLICABLE SUSP SUSPENDED E EXISTING; NIC NOT IN THIS CONTRACT SQ SQUARE EA EACH NO, • Ni unit TOC TOP OF CONCRETE ELEV ELEVATION NOM NOMINAL TOS TOP OF SLAB EXIST EXISTRK'; NTS NOT TO SCALE TOW TOP OF WALL EXT EXTERIOR OC ON CENTER TYP TYPICAL FF. FINISH FLOOR OD OUTSIDE DIMENSION UNPIN UNFINISHED FIN FNISW PERF PERFORATED JR URINAL FL FLOOR PT PAINT AB VAPOR EARRI£R FLASH'G FLASHING PT. PRESSURE TREATED VCT VINYL COMPOSITION TILE FH FIRE HYDRANT PL PLATE VERT VERTICAL FDIC FLOW1544EC BY OWNER P LAM PLASTIC LAMINATE WC_ WATER CLOSET INSTALLED BY CONTRACTOR PLY PLYWOOD WP WATERPROOF OANER: LOOM1S PROPERTIES IB500 OAK BAY ROAD PORT LUDLOW, WA 98365 (360 ) 43'1-2400 ATTN: BERT LOOMIS . AR HITECT: MERRICK LENTZ ARCHITECT CONTACT: CRAIG CHANEY 1800-136TLd PLACE N.E., SUITE 0100 BELLEYUE, WA. S6005 (206) 141-3111 NEW 11'x14 DUMP5TER ENCLOSURE, (b' HIGH WOOD FtNGE TO MATCH +181.5' LOT I EX15T'6)—\ gA.bS: I bQ A" a A., o b / �- �F . ••.ASPHALT 4" WHI?E � ' 4, PAVING PAINT STRIPE, 4" GONG_ 51AEWALk WID`/ On NEW ASPHAL acGE55 DRI 'e A � 10 \ i F.F =+IT2C f AREAS ADJACENT TO t0 FF bQ.O BUILDING AND PARKIN¢ TO BE RE-LANPER bC EXISTING--� CONTOUR TO REMAIN IN ! CONTOUR L O T 3 160 DRAINFIELD AREA L . PROPOSED (SEPTIC DESIGN AND CONTOUR DRAWINGS BY TILLMAN ENS NEERIN6 GORPJ NOTE: ALL EXI5TIN6 iREE5 AND _,AND51-.APING IN AREAS THAT WILL NOT BE DISTURBED BY CONST'�TION TO REMAIN. EXISTING PARKING AREA TO REMAIN RESERVE \ DRAINFIELD �i< v90 AREA /SI \ FUTURE GHUF2GH PARKING \ 1 l � � 1 ` SITrz PLAN SCALE: = 30'-C' p AIGROD_ PORT 6.UL7LOW V ILLA61= �-O �{J �J VICINITY MAP NO 5CALI= LOT i EXIST'6 COLDWELL BANKER PARKING LOT Ll WORT LUr%0^ 50 Q =�RAKNC INDEX LOT 2 A -I SITE PLAN, PROJECT NOTES, GENERAL NOTES A-2 MAIN AND UPPER FLOOR PLANS A-5 BUILDING ELEVATIONS A-4 FOUNDATION AND FRAMING PLANS A-5 BUILDING AND ^ALL SECTIONS, GENERAL NOTES UNPUBLISHt, 1995 MERRICK LENTZ . MERRICK LENTZ ARCHITE CT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747-3177 FAX 206/747-7149 3549VWAat>IITECT GtSTEPEO STATE OF WASFiMW PROJECT NAME 6 Unit Multi -Family Townhouse Phase I 611011 PROPERTIES Port Ludlow, Washington DRAWING TITLE 51 TE PLAN PROJECT NOTES GENERAL NOTES DATE NOvETwTBER 1, I995 DRAWN BY GC CHECKED BY REVISIONS A- OANER: LOOM1S PROPERTIES IB500 OAK BAY ROAD PORT LUDLOW, WA 98365 (360 ) 43'1-2400 ATTN: BERT LOOMIS . AR HITECT: MERRICK LENTZ ARCHITECT CONTACT: CRAIG CHANEY 1800-136TLd PLACE N.E., SUITE 0100 BELLEYUE, WA. S6005 (206) 141-3111 NEW 11'x14 DUMP5TER ENCLOSURE, (b' HIGH WOOD FtNGE TO MATCH +181.5' LOT I EX15T'6)—\ gA.bS: I bQ A" a A., o b / �- �F . ••.ASPHALT 4" WHI?E � ' 4, PAVING PAINT STRIPE, 4" GONG_ 51AEWALk WID`/ On NEW ASPHAL acGE55 DRI 'e A � 10 \ i F.F =+IT2C f AREAS ADJACENT TO t0 FF bQ.O BUILDING AND PARKIN¢ TO BE RE-LANPER bC EXISTING--� CONTOUR TO REMAIN IN ! CONTOUR L O T 3 160 DRAINFIELD AREA L . PROPOSED (SEPTIC DESIGN AND CONTOUR DRAWINGS BY TILLMAN ENS NEERIN6 GORPJ NOTE: ALL EXI5TIN6 iREE5 AND _,AND51-.APING IN AREAS THAT WILL NOT BE DISTURBED BY CONST'�TION TO REMAIN. EXISTING PARKING AREA TO REMAIN RESERVE \ DRAINFIELD �i< v90 AREA /SI \ FUTURE GHUF2GH PARKING \ 1 l � � 1 ` SITrz PLAN SCALE: = 30'-C' p AIGROD_ PORT 6.UL7LOW V ILLA61= �-O �{J �J VICINITY MAP NO 5CALI= LOT i EXIST'6 COLDWELL BANKER PARKING LOT Ll WORT LUr%0^ 50 Q =�RAKNC INDEX LOT 2 A -I SITE PLAN, PROJECT NOTES, GENERAL NOTES A-2 MAIN AND UPPER FLOOR PLANS A-5 BUILDING ELEVATIONS A-4 FOUNDATION AND FRAMING PLANS A-5 BUILDING AND ^ALL SECTIONS, GENERAL NOTES UNPUBLISHt, 1995 MERRICK LENTZ . MERRICK LENTZ ARCHITE CT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747-3177 FAX 206/747-7149 3549VWAat>IITECT GtSTEPEO STATE OF WASFiMW PROJECT NAME 6 Unit Multi -Family Townhouse Phase I 611011 PROPERTIES Port Ludlow, Washington DRAWING TITLE 51 TE PLAN PROJECT NOTES GENERAL NOTES DATE NOvETwTBER 1, I995 DRAWN BY GC CHECKED BY REVISIONS A- PROJECT NAME 6 Unit Multi -Family Townhouse Phase I 611011 PROPERTIES Port Ludlow, Washington DRAWING TITLE 51 TE PLAN PROJECT NOTES GENERAL NOTES DATE NOvETwTBER 1, I995 DRAWN BY GC CHECKED BY REVISIONS A- A55REV I ATI ONS AD ANCHOR DOLT DN DOWN HDWE HARDWARE OD OUTSIDE DIMENSION AC TILE A 4VSTICI TILE DO DITTO HM HOLLOW METAL PERF PERFORATED ACT ACTUAL OR DININ6 ROOM, OR HOR HORIZONTAL PT PAINT AR ABOVE PIN. FLOOR IDS DOWNSPOUT HT HEIGHT P.T. PRESSURE TREATED ARCH ARGHITEGTURAL DW& DRAWING HW HOT WATER PL PLATE AV& AVERAGE E EXISTIN6 HWT HOT WATER TANK F LAM PLASTIC LAMINATE 5LD6 BUILDING EA EACH INSUL INSULATION FLY PLYWOOD 5LK6 BLOCKING ELEV ELEVATION INT INTERIOR Q TILE QUARRY TILE BM BEAM EXIST EXISTING KIT KITCHEN R RISE, RADIUS DOT BOTTOM EXT EXTERIOR LAV LAVATORY REDAR RZINFORGING BAR GMV CONCRETE BLOCK F.F. FINISH FLOOR LR LIVIN6 ROOM REF REFERENCE C0M CVDIC PEET/MINUTe FIN FINISH LT LIGHT REQ'D REQUIRED GL CENTER LINE FL FLOOR LOG LOCATION REV REVISION CL6 CEILING FLASH'& FLASHING MATL MATERIAL RM, RMS ROOM, ROOMS GLR CLEAR PH FIRE HYDRANT MAX MAXIMUM RO ROUGH OPENING, COL COLUMN POIC FURNISHED MY OWNER MINK MANUFACTURER RS ROV&H SAWN GONST CONSTRUCTION INSTALLED DY CONTRACTOR MTL METAL SG SOLID CORE CO'IT CONTINUOUS "CIO PURNISHED BY OWNER MIN MINIMUM SCHED SCHGDULE GONG CONCRETE INSTALLED MY OWNER MISC MISCELLANEOUS SECT SECTION COR CORRIDOR ISO FINISH OPENING MUL MULLION SHT SHEET GTI! CENTER GA 6AU6e NA NOT APPLICABLE SPECS SPECIFICATIONS CA GOLD WATER &ALV GALVANIZED NIG rP SWARM FEET COL DOUBLE &L GLASS NO, • NUMBER SHTH'6 SHEATHING DTL DETAIL 610 GYPSUM WALLBOARD NOM NOMINAL SO& SLAD-ON-GRADE DIA DIAMETER HC HOLLOW GORE NITS NOT TO SCALE STOR STORAGE DIM DIMENSION HDWD HARDWOOD OG ON CENTER STRUCT STRUCTURAL SITE PAN SCALE: I" = 20'-0" NORTH SQ SQUARE TOG TOP OF CONCRETE 709 TOP OP SLAB TOW TOP OF WALL TYP TYPICAL UNFIN UNFINISHED UK URINAL VD VAPOR BARRIER VGT VINYL COMPOSITION TILE VERT VERTICAL WC WATER CLOSET WF WATERPROOF [J B�UEBIR� LANE PTION LVT 4 OF ALBERT LOOMIS IV SHORT PLAT IA-412, AS RECORDED 04T, 21, 14195, VOL. 5 OF SHORT PLATS, P. 44 GENERAL NOTES AIL WORK SHALL CONFORM TO APPLICABLE CODES, INCLUDIN6 BUT NCT LIMITED TO THE IMMI UNIFORM 5UIL.DIN6 CODE, THE AMERICANS W"H DISABILITIES ACT, AND ALL RULES, REGULATIONS AND OFLDINANCES OP THE GOVERNING AUTHORITY. Tt ! GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND 51'V CONDITIONS, AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DESCREPANCIES, ERRORS, OR OMISSIONS PRIOR TO PkOCEEDIN6 WITH THE WORK. Do NOT SCALE THE PRAHIN65 POR CRITICAL DIMENSIONS. DIMENSIONS ARE SHOWN TO PAGE OP STUDS UNLESS INDICATED O"HE"ISE. TF'! PROJeCT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS CC'ORDINATED AS NECESSARY TO PERMIT WORK BETWEEN DIPPVMNT TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION SEOUENCES OR DELAYING THE PROJECT SCHEDULE. PLJM5IN6, ELECTRICAL AND MECHANICAL CONTRACTORS SHALL VERIPY ALL REQUIREMENTS POR THIS PROJECT AND COMPLY WITH AL_ LOCAL CODE5, SUBMIT PLANS FOR APPROVAL AND OBTAIN nQMIT BEFORE STARTING WORK. DC, NOT VARY OR MODIFY THE WORK SHOWN WITHOUT WRITTEN AL'HORIZATION FROM THE ARCHITECT. DETAILS WHICH OCCUR BOTH RIGHT- AND LEFT-HAND ARE SHOWN ONLY ONCE. TYPICAL DETAILS ARE NOT REFERENCED AT ALL LEGATIONS, THE INTENT 15 THAT THEY CARRY THROU6HOUT THE PROJECT UNLESS OTHERWISE NOTED. AL. REQUIRED SHOP DRAWINGS AND SUBMITTALS SHALL BE RE',1IEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE YVCQK. AL. SHOP DRAWIN6 DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THu FIELD BY THE CONTRACTOR. GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIMSELF OR OTHER TRADES. A OF WORK' UNPUBLISHED WORK ROPER SITE PLAN ®1998 MERRICK LENTZ ARCHITECT LOT4 MERRICK LENTZ ARC ITECT LOT 2 LOT I r o, '. e�N'`'�wb 1800 - 198th Place N.S., Suite 100 TO RESORT FAX Bellevue, Washington 4 425/747-3177 25/747- AND 747-7149 E-Hail: mlarchOisomedia.com 3549 OISTERED R f CK D. LENTZ STATE f E OF WASHWGTON KEY SITE PL�,N �o� P�� SCALE: 1" _ 90'-0" P� PROJECT NAME Q PROJECT NOTES MULTI -FAMILY PROJECT NAME: PORT LUDLOW TOWNHOMES PHASE II BUILDING TOWNHOUSE PROJECT ADDRESS: Iwo' -;OSPREY RIDGE ROAD -PHASE II - PORT LUDLOW, WA a8365 60VERNIN6 CODE, Iq°4 U.B.G. ENERGY GORE: 1004 WASHIN6TON STATE ENERGY GORE OCCUPANCY: R-I L11 oil ZONING: COMMERCIAL PROPERTIES BUILDING AREA: BUILDING 'A': = 5,3'12 S.F. (EXISTIN6) PORT LUDLOW BUI_DIN6 'B': = 2,248 S.F. (PHASE 11) WASHINGTON PARKIN& SPACES: 10 NCW PARKIN6 SPACES PROPOSED DRAWING TITLE 6 EXISTIN6 PARKIN6 SPACES 16 TOTAL PARKINS SPACES PROPOSED SITE FLAN SCOPE OF WORK: CO�Z77RUGTION OF TWO NEW PHASE 2 TWO -UNIT PROJECT NOTES TOYNNHOUSE APARTMENT BUILDIN65 AND 10 NEW ON -SITE PARKIN& SPACES, FOR A TOTAL OF 7 UNITS AND 16 PARKIN& SPACES PROPOSED OWNER: LOOMIS PROPERTIES "00 OAK BAY ROAD PORT LUDLOW, WA g8365 DATE FM. 9, 19Q8 (360) 457-2400 DRAB BY GSG ATTN: BERT LOOMIS CHECKED BY. ARCHITECT: Ig pR1 K LENTZ ARCHIH PLACE TECITE #100 REVISIONS BELLEVUE, WA. 915005 (425) "74-T-3111 CONTACT: . PRA I NG INDEX AI.O SITE PLAN, PROJECT NOTES A2.0 FIRST FLOOR PLAN, SCHEDULES, DETAIL (• O A3.0 ELEVATIONS A4.0 FOUNDATION/FIRST FLOOR FRAMING PLAN UPPER FLOOR FRAMIN6 PLAN, DETAILS A5.0 ROOF FRAMING PLAN BUILDIN6 SECTION, WALL SECTIONS Q PLAN SCALE: 1/4" I'-0" NOTE. REFER UNIT KI FOR TYPICAL NOTES AND DIMENSIONS. PROVIDE I I/Z' CONT. HANDRAJL HANDRAIL TO HAVE I A2' CLEAR BETYffN KALL 4 INSIDE OF HANDRAIL 2X4 NAILER 3-2 X 12 STRINGERS / \ PROVIDE MITI 20 FIRE BLOCKING AT TOP 4 BOTTOM OF 5TAIR5 (PROVIDE FIRE BLOCKING ALONG 5TRIN6ER BETYEEN EA. STUD) STAIR DETAIL 50ALE: 3/4"=1'-0" m WINDOW SCHEDULE �o i SIZE MATERIAL 6LAZIN6 w > 0 0 REMARKS A 5'-0"X4'-0" A VINYL DBL. 6LZ. CLR..60 1.0 1'-3" TRAN50M B 41-0"X5'-0" B VINYL DBL. 6LZ.OLR..60 1.0 I'-3" TRANSOM G 5'-0"X4'-6" G VINYL DBL. (9LZ. CLR..60 1.0 ARCHED 7RAN50M D 6'-0"X4'-0" D VINYL DBL. 6LZ. CLR..60 1.0 ARCHED TRANSOM E 2'-0"X2'-0" E VINYL DBE, 6LZ. CLR..60 1.0 IN W I I ALLY y1�NDOYVS - S SLI ER LI w O N m C I • • e I � I Q 101 118 IN oftII� ' 511&',00Nmm' 91 a am � I Est �Lo R PLAN SCALE: 1/4" 1'd0" NOTE: REFER UNIT 01 FOR TYPICAL NOTES AND DIMENSIONS. 2' OIL 4 0 O �77�1�wwww.w+ww�� w�IwrlA�www■w�wwaw DOOR HARDWARE: I. KEYLOCK FROM EXTERIOR, PUSH BUTTON FROM INTERIOR, DEAD BC'-T (LATCH FROM INTERIOR, KEY FROM EXTERIOR) 2. PASSAGE FROM INTERIOR 4 EXTERIOR, NO LOCK. 5. BATH PRIVACY LOCK 4. ENTRANCE LOCK (SIM. TO MI, NO DEAD BOLT) 5. PVSH/PULL KNOBS FOR BY -FOLDS b RECESSED PULL KNOBS FOR BYPASS DOORS DOOR TYPES: ❑ ❑ ❑❑ BY PASS TEMP. 6L. BY FOLD BY FOLD UNPUBLISHED WORK ©1998 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARCHITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Nail: mlarchOisomedia.com 3549 REGISTERED MERRICK D. LENTZ STATE OF WASHINGTON PROJECT NAME LOOMI S GouDos PORT LUDLOW, WAS PHASE II DRAWING TITLE FIRST FLOOR PLAN SECOND FLOOR PLAN SCHEDULES DETAILS DATE FEB. 16, ISW DRAWN BY C,5C CHECKED BY. REVISIONS e UNPUBLISHED WORK ©1998 MERRICK LENTZ ARCHITECT PAINT SCHEDULE SHER m WILLI/V F - CASTLE BEIGE 5W w25 SHEP^N WILLIM1r - K 'rSTONE &RAY SW 2005 KUIEY MOORE - ON 46 (OR E6 ^U ® SHER N YULLIN- - MERLOT 5N 2104 ® SHMKN NILLIAMS - !¢OSERROOT 5N 2-711 ® SHL-' mN NILLIAMS - ROSE CLAY SN 2-112 5/4xb r TRIM, r Ix HORI: SIDING, EXF. 2x2 TRI' 5/4')(a ' FRONT ELEVATION SCALE, 1/4' ■ 1'-0' LEFT 51i:)E ELEVATION REAR SCALEz 1/4' • I' - ELEVATION LIP! OF ROOF COMPOSITION BEYOND ASPHALT SHINGLES LOWS-VeRr 12 Tyri 5/4X0 FASCIA 00. \ 12 6 12 N/ 5/4X4 TRIM 12 6 �� � 10 � 5/4X5 FASCIA 15D. � � \ NV GUTTER ' 5/4Xa FASCIA IX HORIZONTAL—,.5/4X4 TRIM \ BEVEL SIDING rn. ID' 5/4X4 TRIM 4— CORNER BOARDS rn. 12 a SCALE, 1/4' w I'-0' 51nE E i— MERRICK LENTZ ARCHITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarchOisomedia.com PROJECT NAME LOOM 15 CONDOS PHASE II PORT LUPLOW, WA DRAINING TITLE ELEVATIONS DATE FM. Ib, 14a5 DRAWN BY G5C CHECKED BY REVISIONS . A5,0 h 2x STUDS • I6" OZ. r/I/2" PLYWOOD SHEATHING — 2x RIM JOIST - 94 BAR CO H T. S� 2x FLOOR JOISTS SPACED PER PLAN I_ P.T. PLATE W/ 5/0' DIA Lr AD. • 48" O.C. EMBED l" REBAR • 16" O.C. S LINE �11716. 2 - 04 BARS 4' PEW. F76 pRAAV wKPAN FILL TYP. b' FOUNDATION Y'V NtA W FLOOR SCALE 5/4", 1'-0" 2x SOLID BLOCKNG CONTNLIOUS • BEAM ATYPICAL ALR FRAMING PER PLAN 4x1O BEAM lx4 GUSSET EA SIDE 6 SIMPSM PS-44 MIL_ VAPOR BARRIER CP CP e u low. I"ER PLAN 24" (2)-04 EA WAY HK TYF. GONG. FT61 "Vo 4 MAMIE FLOOR SCALE. 5/4" • I'-0" 4-05-006 w I ,WA Ammi �►i �. ►�� • � III ��� I � � • MIMMM11MMNI ..-. .1���•.=. MMI 1� 1111101, I I FLOORIMMINIM 25 PF JOIST I I (2) 14" TJI / 25 DF FLOOR JOIST 11 (2) 14" TJI / 25 DF FLOOR JOIST El ❑ UPPER FLOOR PRAM I NG PLAN SCALE: 1/4" = I'-O" FLOOR FRAMING, NOTES, SOLID BLOCK BENEATH ALL POINT LOADS. BEARING, WALLS ARE SHOWN AS SHADED. ALL HEADERS TO BE 4XIO D.F. •2 (U.N.0) ALL TJI HANSERS TO BE PROVIDED BY TJI MANUFACTURER. FLOOR DIAPHRASM, 5/4" T40 PLYWOOD, SLUED AND NAILED TO JOIST. PROVIDE SOLID BLOCKINS AT UNSUPPORTED EDSES. ALL VOID SPACES TO BE FIRE AND DRAFT STOPPED. PER UBC SECTION -106. ryL hoc 2x 6 P.T. TRIM SOARp ') 4' =WP SLAB ON GRADE, OVER 4" CRUSHED ROM OVER COMPACTED SOIL (SLOPE AWAY FROM WALL) 16 GA GALV. METAL FLASHING 04 RESAR SET INTO THICIOMEENED FOOTING .0 v 1111ml MIL VAPOR BARRIER FOUNDATION • PATIO / CRAWL SPACE SCALE. 5/4" . I'-0' 5'-5" POUNDAT 1 ON/P I R5T P SCALE: 1/4"■ I'-O" FOUNDATION NOTES, PROVIDE SOLID BLOCKING AT BEARINS AND AT ALL POINT LOADS. PROVIDE A 6 MIL, VAPOR BARRIER AT CRAWL SPACE, EXTEND UP FOUNDATION WALL. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. PROVIDE 15"X24" MIN. CRAWL SPACE ACCE55. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH, 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH, IV' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. PROVIDE 4X4 POST (4X6 AT BEAM SPLICES) UNDER BEAMS. PROVIDE POSITIVE CONNECTION TO BEAM. FLOOR DIAPHRASM, 5/4" T4S PLYWOOD, SLUED AND NAILED TO JOIST. PROVIDE SOLID BLOCKING, AT UNSUPPORTED EDSE5. 2x • 2x RIM JOIST- *4 BAR CONT. .. 2x FLOOR JOISTS SPACED PER PLAN • • �— 2-2x4 PT. PLATE W/ L 5/8' DIA AS. • 48' on 4 EMBED .1. . RESAR • 16' oz. EA WAY - 04 DARE 16.± T'T. FOUNDATION • P WALL SCALE, 5/4" . 1'-0" 15' - 4" FRAMING FLA UNPUBLISHED WORK 01998 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARCHITECT 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 FAX 425/747-7149 E-Mail: mlarchOisomedia.com 3549 1 REGISTERED OF WASHINGTON PROJECT NAME LOOM I S GONZ705 PORT LUr%C^1 WA PHASE II DRAWING TITLE FOUNDATION AND FIRST FLOOR FRAM I N6 PLAN UPPER FLOOR FRAM I N6 PLAN DETAILS DATE FEE. 12, ISW DRAWN BY CSC CHECKED BY REVISIONS . A4.0 2X ROOF TRI155ES •I 24' 14' TJI / 25 DF FIX JST. • 16' O.G. 5/4' TI6 PLYWOOD SUB -FLOOR 2XI0 Fm istne I6" O.G., 5/4' TI6 PL, R-80 BATT I L. WALL SCALE, 1/4"■I'-0" 5/8' 61"I.D. DRAFT 5Tc 1/2" 6i"1.6. DBL. TOP 2X4 STUD • Ib' O.G., 5 i/2" BA SOUND INSUL., 5/D' TYPE 6". EA. SIDE FIRE ROOF CONSTRUCTION, COMP. 5HINOLE5 OVER 500 FELT PAPER OVER 1/2" GDX PLYWOOD 5HEATHIN6 OVER 2X ROOF TRUSSES • 24" O.G. INSULATION BAFFLE SIMPSON H-2.5 • EA. TRUSS VENTED BLOCKING GUTTER BATT INSUL. IXb FA501A BOARD 1/2" 6". DBL. TOP PLATE 4 R-I, BATT INI IA - UPPER FLOOR CONSTRUCTION, 14' TJI / 25 OF FLR JST. • 16' O.G. 5/4" TI6 PLYWOOD SUB -FLOOR 2X6 PLATE lit' 63NB. IL. � m DBL. TOP PLATE 1/2' &". 2X4 FIRE I146 R-19 GATT INSUL- 2X4 STUD LS • 16" O.G., 3 1/2" BAIT` SOUND INSUL., " 5/6' TYPE ' 6.WB. EA. SIDE 04 RES • 24' O.G. 4" GONG. W/ WI.4 X WI.4 W W M. 4" CONC SLAB W/ 6 MIL. V.5. IVEFL WI.4 X V4.4 W.W M., 4' ATE BASE 6 MIL. V1S. OVER DETAIL D/A-4 SECTION R-10 Rk EXTEND Ron AALL SCALE, 1/4"■I'-O" JOIST DBL. TOP PLATE 2X6 STUDS • 16" O.G., 1/2" COX PLYWOOD SHEATHING, I50 FELT PAPER, SIDING PER ELEVATIONS 2X6 P.T. PLATE W/ 5/6' A.B. • 46" O.G. 04 REBAR • 24"O.G. REBAR • 16" O.G. (W 04 REBAR SECTION It 12 Iffi-Iffil (SjBU I Liz I NG SECTION NA nj SCALE, 1/4"-I'-O' ROOF FRAN` NG PLAN SCALE! 1/4" - 1'-0" 2X OVERFRAN • 24" O.G. ROOF NOTES: - ALL HEADERS TO BE 4XIO D.F. 02 (U.N.C.) - BEARINb WALLS ARE SHOWN AS SHADS). - OVERFRAMED AREAS ARE SHOWN AS HATCHED. - REFER ELEVATIONS FOR ROOF OVERHANGS 1 SLOPES. - PROVIDE ATTIC AGCE55 (22"x5O" MIN) - PROVIDE SOLID BLOGKIN6 BENEATH A,1. POINT LOADS. - ALL TRUSSES TO BE SPACED AT 24" CO. N.N.0) TR165 NOTES, - TRUSS MANUFACTURER SHALL PROVIDE DESI&N DETAILS AND EN&INEERIN& FOR ALL TRU55E5. COPY TO BE AVAILABLE ON 517E FOR FRAMING INS" EGTIONS. - ALL TRUSSES SHALL BE 5TORED, INSTALLED AND BRACED PER MANJFAGTURER'5 5PEGIFICATION5. - ALL TRU55E5 SHALL CARRY MANUFACTURERS STAMP. - TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT THE APPROVAL OF THE BUILDIN6 OFFICIAL AND / OR APPROVED EN6INEEKIN6 CALCULATIONS PROVIDED BY THE TRUSS MANUFACTURER. - TRUSS MANUFACTURER TO PROVIDE ALL HAN6ERS AND / OR CONNECTIONS FOR ALL RAFTERS, JACK OR HIP TRUSSES TO ALL 61RDER TRUSSES. 12 UNPUBLISHED WORK ®1998 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARCHITECT 1800 - 198th Place N.B., Suite 100 Bellevue, Washington 98005 425/747-9177 FAX 425/747-7149 E-Mail: mlarchOiaomedia.com 3"9 STATE OF WAS1NGTON PROJECT NAME LOOM I S CONnOS PORT LUC7LOYN, INS STUD TRU5r PHASE II DRAWING TITLE ROOF FRAMIN& PLAN BU I LD I NS SECTI ONE WALL SECTIONS DATE FEB. 16, MW DRAWN BY GSG CHECKED BY. REVISIONS A5,C / CEIL. JST. • 24" O.G.