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HomeMy WebLinkAboutBLD2010-00370 THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . 1111 UILDING PERMIT APPLICA N MRReevewT 8 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD10-00370 Received Date: 10/25/2010 SITE ADDRESS: 841 FAIRMOUNT RD PORT TOWNSEND, 98368 OWNER: VICTORIA WINTERINGHAM PHONE: 800-906-0653 311 FOREST AVE VERMILLION SD 570693111 SUBDIVISION: Block: Lot: T 74+ PARCEL NUMBER: 902241007 Section: 24 Township: 29 N Range: 02 W CONTRACTOR: ALL SAVE CONSTRUCTION &MGMT LL PHONE: 360-732-0477 DAVE CLEVENGER 340 CHERRY AVE CHIMACUM WA 98325 Contractor's License ALLSASC915LE Expires 6/5/2011 REPRESENTATIVE: HENRY M SOUZA PHONE: (360) 379-8338 DESIGNS BY SOUZA INC (360) 379-9136 164 SWANSON YUnil �.;� PROJECT DESCRIPTION RE ' CE ° REPAIF IS I iNa STAIRS TO BEACH, PIER, RAMP & FLOAT TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION .7-2-889 76073/6)% ADD'L: HEAT TYPE: CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: r) a5-IL Type ai v: Date: Receipt: Approved/Date Permit $797.75 LYK 10/25/10 120224 Plan Check $518.54 LYK 10/25/10 120224 State Building Code $4.50 LYK 10/25/10 120224 Total: $1,320.79 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assum'ng the res••risibility of the General Contractor for the proposed project. Signature: .0—o- / Date: /0/2_,C//6 GENERAL C CTOR NUFACTURED HOME INSTALLER PHONE: FAX: ,4L4- 'i 0"-•S > �� ,��,�- go .s'Z O- ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICEN WAINS `° NUMBER: NUMBER ARCHITECT/ENGINEER: ke f(i 1 i 0`i x/..,1 if PHONE 10 FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: Hei�ht:f, 0 Individual System Repair ❑ Masonry ( SEP Permit# Demolition Other: Bedrooms: Water Supply: lv,. rl��, Existing: Setback: ❑ Private well 0 Two Party Type of Heat Proposed: ❑ Public Total: C ldltel Name of System: SrL All e If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed; Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank I Above ground Tank Size of Propane Tank: OCT iQ 1 Heat Stove I Cook Stove I Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. S•uare Foota,a Current Pro•osed w: .r - �.---.wt.. e EH Bld App Review Main Floor Heated 2"O Floor Heated Consistency Review: 21+ _ Other Heated r,'' .",, - ' ,. -- i%Wit oll. Mezzanine ccKRr' K 4 8 9� Heated Basement ., Plan Check fee: Unheated Basement 7-7: r, State Surcharge fee: Other Unheated "' —`^• , Garage/Caort � ° SUBTOTAL • rp Decks t 911/Rd Approach fee: r �} Other T* .. TOTAL: $ aq.i 19 90 „ Receipt Number: I 20 22q TM W CashlCheck Number. 7,401(030:v ESTIM, ED COST(REQUIRED) Date: .Fair ,� - value of all labor and materials,• dation to finrsn �� l A !r Ir 'o , - Initials: .. s G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 1I- . BUILDING PERMIT APPLICATION 2 fefferson Count y ing Department• County Courthouse•Port Tot id,Wa 98368 • 385- 70 N E I. LOCATION: �oEgraphicname S w SIDE OF ROAD FEET S W FROM INTER EC ION OF n "' ROAD AND ROAD other specific location or landmark: I kLtkiYYt-ts-�t.,�i — i.-{• 1} K. -- LEGAL DESCRIPTION: l Lot Block bdivision Tax Number V.Section Section Township Range ,/� r H.TYPE AND COST OF BUILDING- �,` TYPE OF IMPROVEMENT BUILDING TYPE. MOBILITY V 'v`1•y`� r New building 0Single Family ❑New County Resident ❑ dition ❑Multi-Family Is this structure to serve the residential ❑Alteration number of units or commercial needs of those employed 0 Repair,replacement ❑Hotel,Motel,Dormitory at either the US.Navy's Trident or number of units Indian Island Facilities? O ❑Wrecking ❑Mobile Home 0 Moving(relocation) ❑Other-Specify ❑ ❑Foundation only WN RSHIP USE ©YES Private(individual,corporation, ❑Full-time Residency NO CI Second Home:Recreation Cabin,etc. nonprofit institution,etc.)Public(Federal,State or local gov't.) UBC OCCUPANCY GROUP: ❑Second Homer Future conversion to COST - permanent residence (omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food • Cost of improvement $ processing plant,machine shop,laundry building at hospital,elementary To be installed but not included school,secondary school,college,parochial school,parking garage for in the above cost department store,rental office building,office buildingat,industrial plant. a. Electrical If use of existing building is being changed enter proposed use;- b. Plumbing (� � l� _ I n , -y. c. Heating,air conditioning \11 (� I` �y r �LC,r i')�KZ �: v lYtiti�� i d. Other(elevator,etc.) ' • TOTAL COST OF IMPROVEMENT$,ti o.4 l EYA.W 0.1/4-- �nn([-X1A 1 1�T,. �n _ III.SELECTED CHARACTERISTICS OF BUILDING- ' PRINCIPAL TYPE OF FRAME TYPE OF SEWAGE DISPOSAL DIMENSIONS ElMasonry(wall bearing) ❑Public or Private •Number of Stories ❑Wood Frame •Total square feet of floor area, ❑Individual(septic tank,etc.) all floors,based on exterior 0Structural steel dimensions ❑ TYPE OF WATER SUPPLY Reinforcedconcrete Total land area,sq.ft. ❑Other-Specify ❑Public or private company 0 Individual(well,cistern) NUMBER OF OFF-STREET PARKING SPACES PRINCIPAL TYPE OF HEATING FUEL Enclosed TYPE OF FIREPLACE CI Gas Outdoors 0 Oii RESIDENTIAL BUILDINGS ONLY ❑Electricity Number of bedrooms ❑Coal TYPE OF MECHANICAL ❑Other-S Number of Full pecify bathrooms Partial IV.IDENTIFICATION- � Name Mailing Address-Number,street,city and State ZIP code Tel.No. Owner(�,/) ,. 7t 2. ",ram. . 1Y�.3`�` Contractor '."'' i f State License No. Architect The owner of this building and the undersigned agree to conform to all applicable laws. ure of a cant Address Application date ,s,..)ti, f&_,,j.,./-/"Ve.---1,C,,, 6/2 /77 rl PLANNING AREA (STRICT CHOOL DISTRICT 0 WATER DISTRICT APPROVED BY OLYMPIC HEALTH DISTRICT: \\ (- APPROVED BY: PERMIT FEE ISSUE DATE ' PERMIT NUMBER U I LDI NG.O PP Id AL la\t-f L/ Th.Pr:nrary-Pnrr Townsend 2 - 0 • 0 nil L,f • m • x PoTD1s(ove), IL J�� W .,� OV ND \ 1DJ N.. A� 4N 0 /::: ii3f Jt� VVV FJ - /� � y n rrauecy •.l-t"__ "Trrrn�cn: (�V r �( i 84[�SYiG2 Fri 7oamtEpfl • /RC M C f G S CHARTf415o 1 2. < 5CA L4. /Vil L TiC:14 Xl/L ,S (0r r w a 4 I A , 1 f= ►+.sr ç Y 1 t FfC -Sf-20' 1,-_7o1 .^-._.?o' ‹_20�}r 20i >< 20'-s. 4A Lip LANDS 0 e LFLOax 1. Fca�t 11.FLcwr ' � ; STAN to tSOJJ p. ED u. Ii1 6 y ' 11ous,= z 1 1 ' , L-t v,IDE RAt1P- PIER II _ RI'E a P � £ I U'.TZ / , Ba�37S i I a11 (31 31 i `` WI PLAN f1 x SCAt.0 I": 30' i 'yo�1 i 8 � `, 1 ! F! 1 1 i - 3 -,� M LLW O.O ! ,`r!SC' SNP inE,Q &'p • f� NIGHSroac r ttWoa 13 ELEVAT/Oi pw.,,v9 - �o sTops /s i sc c{ 1 o= 6 ' ..�... I BAY VIEW NOTES PuRPosz PRlvgre Eia�ia Moon 4C Prop0Sed P/Cr, R'A11P1i/OArs, ,c,L/NG O13TO/M PIER Al1dWER Loh/ WtTER Ali LW= O.o dC $GS IN:Dts covirRy BAa, STRR1rDFJlnvi/D4 f<1c,4 S0t11401t16S RRe iworeEr EJA$f OC+4CL fl4ri�IGR[INES ESTg6L7SNFO lt��71t: DisroVi•,�3! 134y ""''4 01NDgp1�Kf_SS cf.Q9T Carr ices eAst B y.vsw STATE: WA, RC w7/' oPFAry ffWNERS Apyucprrroly 8y: :tORlA CCssa/cay,Rfa 2 804378 514 N LARSON PoRi Taw,va,ristal, ad. 98368' - P.O.BOX F E1P igsr N:SENTal+I, 722 NoesON &IQLLA W4LLA WA 993c M11TOA/,l//1, 9835'1 • aavE 2.0-76 REVISED 2-29-77 S// ar i Of I P 7- . . ,!• 4,, -.) c 07 t ) N.)- - . ...- 2 A vf 1-- 0-) ,...---------4 0 - > X- ---1 ----1 0 . 0 I I .. —I ( w N.) ---,, ----i --K • — - u 0 I 7 ..,/ .N ci.--) ,-------- , i; > X- -L.,,,.! ---i 1 0 7--- 0 ,1 / .;X ----,› --i ( ...._.. N co N.) 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I .d----, ec.�. ��� 1210dSNV211011d3S NOIl l 1 _ W021d 10V913S 05 I I --._____2-''''''''-'\.. o T n + "`' -*+ NOI1V1903A dO 3NI1 T m V .. o _ - y II ICI I� 0 o C� SONllld dO 2i10 „E-,Z� 0 7 CENTERLINE OF PILES N A1.1 OUTLINE OF STAMPED CONCRETE LANDING 3 EXISTG DOCK PEWTER COLOR A1.1 20 DRIVEN — — PILES AT ANGLE -;D EXI5TG PILE TO NEW DOCK M REMAIN TOP OF BANK FXI5TG PILE F3 T 1,1 F. I . cy I —i REPLACEMENT OF ! I EXISTG DOCK I Y�Z EXI5T'G PILE TO ' REMAIN I i I CENTERLINE ° REMOVE LEANING PILE I RLINE OF PILES i --------------- 20' DRIVEN PILES REMOVE TWO PILES _ 1 REMOVAL OF EXISTG GROUNDING DOCK REPLACEMENT OF I -Off EXISTG RAMP 421- 3" CTR OF PILINGS `�\ 100' SET FROM - �` DRAINFIELDS 6'- 0" ` TOE OF BANK NLW RAMP ` LINE OF VEGETATION LINE OF VEGETATION _ 1 I. P \ \! LINE OF VEGETATION 80.32 ROPE _� ,• ... -- R1y11 _ •• �' •• _- _ - - ---� - NE __o I - 24.14 \ -- r— TOP OF BANK- _ L 1 36' - 11" CTR OF PILINGS z �•'�•- - -- - -- ! . VI x 1:3 - -- -- NEW RAMP HANDRAIL -� 7" I- I. If Z �-{-W STAMPED CON RET \' J - - - -- — B1NK LANDING _'�;�j --I`t a- p I 20' DRIVEN PILES - - To - . _ _ - 0: TOE OF BANK - s 2 a 1 �-o �-_ _ --- -- a 0 O \. � - -- -- , - - - -- BANK o I I 4'_5^ .\,•a ocl l I 1 CDP I CONCRETE LANDING CONNECTION HINGE PLATE 'NORTHWEST DOCKti' I CENTERLINE OF PILES 4' - 10'• 7"' I NN 1 PILING i SIDE WALLS I 5 1.1 —1' -0" DRIVEN PILINGS DN 1° 21- 6" 114" PLATE ALUMINUM GATE P05T P05T 51 DE PANEL CONCRETE LANDING: 1' _0,1 GATE', ,• • _ -�° -• - • -. - 1,-0,1,. PEWTER COLOR 6' -0" 1 PILING i SIDE WALLS I 5 1.1 —1' -0" DRIVEN PILINGS rn LANDING 0 10 v '21 I I TOP OF BANK 5% AIR ENTRAINED -�,\� I 70 OF - - - -= I V 0% STAMPED j I FLY ASH STAM EXISTG WELL I I �: , sLO 'E r L 6 REP LA.CEMENT OF `\ %J0 W EXI STG STAIRS 51DE 35 30- 5ETBACK \\ I Ste/ S�O�. / O,o 3Q SCOPE \F,P NEW STAIRS ,.., . \PUMP CHAMBER - �n SEPTIC TANK - JOE - - 5' 5ETBACK 5' SIDE • �/ FRC" 1 L3LD'G5 v =. ,"I _ SETBACK 0/1 fD 4 / A O = — ,32- " .. 5ETBACK FROM 4%61 /i� 1 3^ \t -` FILTER'' � I DRAIN FIELDS . t... IN , g c� W \� �\\ Z STAMPED CONCRET LANDING F- -- - i I RESERVE I �RE5EKVE ` r` A 45 W -,-25' - 0" -- i-- OpF- s \I I �MARY I I I PRMAR I PRIMAFRY I I PROTECT IVE CURB J IUAINFIELD DRAINFIELDI DRAINELD GUARDS M i \ IO'SETBACK �j Site Plan Stairs &Dock 20' FRONT \ I - - / om B ` SETACK Q \ -" \ �, RESERVE I �� 1 SL P � 100.59' '`� ' � ►- - - � / _ °-`j� PROPERTMIINE \_ �\ .S-- _ J EXISTG NEIGHBOR'S \ WELL _ _ _ >� �' REPLACEMEN A1.1 3 Site Plan Dock landing U1/2"= 1' -011 Ci c� r 51DE PANEL GATE TOP OF BANK in GRADE —\ Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS Northwest Docks 9117 Molly Lane Anacortes, WA 98211 206.372.4467 co M 00 o ` I I /• I'a ' i •� c 1 I • /3 �/ _ _ 0 0 C CU E -51 U_ �C CC 0 C D_ < n Gate (Elevation 2 .i 1' -011 1° 21- 6" 114" PLATE ALUMINUM rn LANDING 0 10 v '21 I I TOP OF BANK 5% AIR ENTRAINED -�,\� I 70 OF - - - -= I V 0% STAMPED j I FLY ASH STAM EXISTG WELL I I �: , sLO 'E r L 6 REP LA.CEMENT OF `\ %J0 W EXI STG STAIRS 51DE 35 30- 5ETBACK \\ I Ste/ S�O�. / O,o 3Q SCOPE \F,P NEW STAIRS ,.., . \PUMP CHAMBER - �n SEPTIC TANK - JOE - - 5' 5ETBACK 5' SIDE • �/ FRC" 1 L3LD'G5 v =. ,"I _ SETBACK 0/1 fD 4 / A O = — ,32- " .. 5ETBACK FROM 4%61 /i� 1 3^ \t -` FILTER'' � I DRAIN FIELDS . t... IN , g c� W \� �\\ Z STAMPED CONCRET LANDING F- -- - i I RESERVE I �RE5EKVE ` r` A 45 W -,-25' - 0" -- i-- OpF- s \I I �MARY I I I PRMAR I PRIMAFRY I I PROTECT IVE CURB J IUAINFIELD DRAINFIELDI DRAINELD GUARDS M i \ IO'SETBACK �j Site Plan Stairs &Dock 20' FRONT \ I - - / om B ` SETACK Q \ -" \ �, RESERVE I �� 1 SL P � 100.59' '`� ' � ►- - - � / _ °-`j� PROPERTMIINE \_ �\ .S-- _ J EXISTG NEIGHBOR'S \ WELL _ _ _ >� �' REPLACEMEN A1.1 3 Site Plan Dock landing U1/2"= 1' -011 Ci c� r 51DE PANEL GATE TOP OF BANK in GRADE —\ Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS Northwest Docks 9117 Molly Lane Anacortes, WA 98211 206.372.4467 co M 00 o ` I I /• I'a ' i •� c 1 I • /3 �/ _ _ 0 0 C CU E -51 U_ �C CC 0 C D_ < n Gate (Elevation 2 .i 1' -011 Site Profile Section _ 1 = 10' -011 Project Status Dock and Stair:* permit �✓ i� i L. a Lv 1 �1 Date Drawn by A1.1 10 -25 -2010 hms o 21- 6" 114" PLATE ALUMINUM GATE P05T P05T 51 DE PANEL CONCRETE LANDING: 5% AIR ENTRAINED 10% FLY ASH PEWTER COLOR NEW ALUMINUM RAMP - GRADE ° ro 20' DRIVEN PILES Zo GRADE DRIVEN PILESLev_el 14 _ -- - - - - -LI Level 14 r--- 1 r - ------- - - -- -- CONNECTION HINGE �\�� r BY OTHERS Zo I I \ \ - •1 I' io -J Sea Level ° ` t\. i Sea Level _ _ 10' -011 Gate Elevation 3 1-011 ,} Gatee Elevation 1 Site Profile Section _ 1 = 10' -011 Project Status Dock and Stair:* permit �✓ i� i L. a Lv 1 �1 Date Drawn by A1.1 10 -25 -2010 hms Stairs Plan Site 1/411 = 1' -0" 42'- 3" CTR OF PILINGS LINE OF VEGETATION --_ -- - -- -- LINE OF VEGETATION 50 5EMACK FROM •32 PROPER1I,I LINE OF VEGETATION SEPTIC TRANSPORT I LINES _ _ LIFE �'/ _ __1__ - -� 1' - 9" 24.14' PL - - - - - - -- V -9 - I \ - I 36' -11" CTR OF PILI GS \� z TOP OF BANK -- - -I_ - - -� - _I \\ - �\ I I � -_ N z I TOE OF BANK O 100' SET FROM � a. 1)RAINFIELD5 CENTERLINE p I I 4 - 5 N OF PILINGS i ' - \, a Lo o) I'' PROPOSED STAIRS TOP OF BANK i I I EXIST'G WELL I I 'REP CEMENT OF W I EXIS 'G STAIRS ' DN W f. ENTERLINE OF PILINGS \ 0 00' SETBACK FROM SETBACK \\ / I � \ 10�� DRAINFIELD5 `�\ / yy r \ \\ PUMP CHAMBER Z \\ - _ / SEPTIC TANK - _ _ FKOv9 13 LD'G5 W 5' 51DE .SETBACK EXIST'G �a0 /' - 2- SAND FILTER RESIDENCE Ll f / I W B/ _t EXISTG 1 D/ 12', �� I -� I W DRAINFEILD' I - - I 0- RESERVE RESERVE ti / I z (L I 1 _ I_ I I PRIMARY \ II I I O I \ ,�` I P -4MARY PRIMARY I / I / . I� - - - -- `,. I E) ; WIELD I DRAINNELDI DAINFIELD \ , EXISTG I GARAGE O I 0 10, 5ET13ACK - -- FROM- DLD15- Co ~ - 20' FRONT 5ET13ACK >OpcRi�\LiNE 50' 5ETDACK FROM �- DRAIN FIELDS W/ REDUCTION I � — — -• EXIT 'G NEIGHBOR'S Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS n Site Plan Stairs n Site Stairs Perspective 1" 20' -0" Level 15 mu -17'- 0" Stair Elevation West 1/4'1 = 1' -0" Stair Elevation West 1 3 1/4-1 = 1' -0" Project Status Site Stairs i FACE A5KEW Ij J Date Drawn by U E c 00 co -coo < o L r c c o Nc ICU E 3c LL 12 �t013 Sj cc 0 U •ate 0 L C' 1� SC �' A1.4 1 -3 -2011 hms Stairs Plan Site 1/4'1 = 1' -0" 42'- 3" CTR OF PILINGS \ - - -__ LINE OF VEGETATION ------ - -------------- LINE OF VEGETATION 50 5MbACK FROM .32 PROP' I I � LINE OF VEGETATION SEPTIC TRANSPORT ��� I _ _ ERTMLINE LINES �.' 2 14' P 1- 9 1" i I \ 36'- 11" CTR OF: PILII GS ` \\ z i• "�,, TOP OF BANK 'I- — - - _ �\ �\ I 1:3 \ i Z I b _..__ - -- - - - - -- -- s- =-�{'� TOE OF BANK I _ \ w N ��I- ^ N - j� 100' SET FROM W I I� ry I �� - -- a I DRAINFIELDS CENTERLINE d �o OF PILINGS \.• Ix I 4_ 5 I vi L0 I' • PROPOSED STAIRS TOP OF BANK EXIST'G WELL I I - _ ' • • \'REP CEMENT OF iEXIS 'G STAIRS ' DN=' �� �✓ - CENTERLINE OF PILINGS �. • \ A \ O A 1 00' 5ETBACK FROM SETBACK DRAINFIELDS /PUMP CHAMBER Z --PUMP - _ 5' SETBACK y F / /SEPTIC TANK fK(.)M BLD'G5 •�� 1 W �. 5' 51DE SETBACK • - _ . ' / �L- /• % - SAND FILTER _ - - - -1 .�• EXIST'G _ RESIDENCE - •� _ - t2 i EXISrG 0 D' I 1 ° \ \ _ _ - I DRAINFEILD > I a - - - - 0) OR I u RESERVE I RESERVE I-W W i i I RESCiZVE I I ' I w \ I — a I \ i I O a I I •• • • �`' \ I FA ARY I PRMARY I PRMARY _ ___ DRAINFE L\ D D INFIELD DRAINFIELD I EXIST'G T_ GARAGE �I •\ '� O I ) O , - -� I S" TBACK �• -_ \ v 1 \ .� hO 20 FRONT \ 100.5 p 50 ' SETBACK FROM 9' RPLWE -__- DRAIN FIELDS W1 REDUCTION I I— — _ _ I 50.'10' PL--° EXIST'G NEIGHBOR'S ! r Site Plan Stairs V = 20' -0 _ Level 15 - 17' -0" Stair Elevation West 1/411 = 1' -0" Designs by Souza, Inc. 164 Swanson Ave Port Townsend, WA 98368 360.379.8338 Henry M. Souza, CGP, CAPS n Site Stairs Perspective 3 Stair Elevation West 1 1/4" = 1' -0" Project Status Site Stairs i FACE ASKEW Date Drawn by c 00 M ow m � •® O < r c c o (1) C _ C cc U_ F_ • 0C ICU Sao L LM U 0) • r A1.4 1 -3 -2011 hms N Designs by Souza, Inc. 6 GRADE 164 Swanson Ave A1.5 #4 BAR@ 14'0.0. Port Townsend, WA 98368 5 #3 BAR @ 14' EA. WAY 360.379.8338 A1.5 EA WAY GRADE :::\ 0 _ _Level 16 -271 01, Henry M. Souza, CGP, CAPS L- @ -V - 21 15 .. _' #4 TEMPERTURE BAR �/ _1T_0" — — - — - z a: 7 o • ° s — y #4 BAR @ 14 O.C. ^ • , . •- (2) #4 BAR CONT X', <° ' ; 11" a i• f — - — - _ _Level 17 �_ `r`ar -35' 6" 2 5TL TUBE #4 BAR @ 14' O.C. • '-� Section 8 #4 TEM BAR #3 BAR @ 14' O.C. #4 BAR 14" O.C. 3 1/4" = 1' -0" ° EA. WAY EA. WAY •° 4 1 cr> •?� 9 c� Level 16 A1.5 A1.5 o — — — GRADE - 27' -0" • N GRADE GRADE #3 BAR @ 14 O.C. M c� EA. WAY , BENCH - #4 BAR 14' O.C. T �• N EA. WAY Level 16 (2) #4 BAR CONT �1 Section 6 - - -- - - (2) #4 BAR CONT. ao 3/8" = 1' -0" #4 BAR 14' O.C. M • f ; EA. WAY G) 0 c c � mow E o c, 2 Section ? .� € o c 1 1 /2" = 1' -0" cc O c A1.5 e s Level 15 #4 AT TOP a o ��— — — — — — - TYPICAL — A1.5 � , GRADE 8'-311 CO GRADE - - - - - -- ---- - - - - -- U a ; - - - - -V - -- -- - - - -- -- - - - - -� - Lev el'16 _ — — — — — — n� o - . • � �,. #4 TEMP BAR #4 BAR @ 14' O.C. i i #4 BAR @ 14' O.C. O( a #4 BAR @ 14' O.C. #4 MR @ 14' O.C. q CQa - 4 xJA ,a� k J..N.wao EA. WAY: , #4 BAR @ 14 O.C. rn, . c c� #4 BAR @ 14' O.C. ,,,. q, #4 BAR @ 14 O.C. - EA. WAY " EA. WAY ,r F. t. =-I EA. WAY �y o #4 BAR @ 14' O.C. ;' { GRADE ` N ;?: ,.•:�i e..'e r yY.'4. , 1s •! .+,aS'.'� e .'�'i''���fji ' sC9�.r �, .;,b y =at� ) &t _ �T' �tM� N. § "e.:'F' :.t. t - -} i:..:rr3.'�„� .,3a.ras :1. .?" �r �Y rr �^ EA. WAY _ Level 16 z4s&d! rt' i #- j <° 1 11 (V — t0 � �: -27 0 _._ -' — - GRADE a :, .." i —r=r- " (2) #4 BAR CONT (2) #4 BAR CONT �. ' (2) #4 BAR CONT „ 1 Fl; (2) #4 BAR CONT f (2) #4 BAR CONT 6 GRADE, sr ±� #3 BAR @ 14' .� O.C. EA. WAY jx to �'` "• �"�': �`°�� � )fin �T�" � c <- 1 �� ,y"or. •o z� (2) #4 BAR CONT 11-411 4�� 11-4" 11-4" € _.., . do n Section 11 �� n Section 10 1/2 = 1 -0 1/2" = 1' -0" Section 9 U 1/2' = 1' -0" 5 A1.5 Level 15 Level 15 — — — — — _ Level 16 -27' 0 GRADE Date 1 -3 -2011 Drawn by hms n Stair Elevation East Al 5 Project Status Site Stairs Designs by Souza, Inc. 6 GRADE 164 Swanson Ave A1.5 #4 BAR @ 14' O.C. Porn Townsend, WA 98368 5 #3 BAR @ 14' O.C. EA. WAY 360.379.8338 A1.5 EA WAY r GRADE 0 _ _Level 16 — — — -2�� _ Henry M. Souza, CGP, CAPS jk L- @ –V -el 15 " j` � _ - #4 TEMPERTURE BAR t • o `• #4 BAR @ 14 - O.C. - � 8• ••f a ,? m o (2) #4 BAR COW .., . , Level 17 -351-61s 2 5TL TUBE #4 BAR @ 14` O.C. • :A x • ° #4 TEM BAR I eCt91- #3 BAR @ I4' O.C. #4 BAR 14" O.C. /4" = ' -0 Mimi o EA. WAY EA. WAY • _ _Level 16 _� A A1.5 N —ITT- O" LI O GRADE GRADE GRADE #3 BAR @ 14 O.C. BENCH _ in EA. WAY M #4 BAR 14" O.C. EA. WAY N � Level 16 — — — — — — — — 27' -0" (2) #4 BAR CONT � _ . _.. _ ._ E Section 6 (2) #4 BAR CONT. cc 00 1 38 -O 1 #4 BAR 14" O.C. Cl) :z, EA. WAY 1x, 0) m- ti `1 ZDt 0 11-411 c c o we n Section 7 ._ € 3 c /2 CU LL A1.5 • : L 15 #4 AT TOP a 3 -1717 ' - O °— — — — — — - TYPICAL — S' - 3" cc A1.5 , GRADE GRADE /2 0 � o = 14 #4 TEMP BAR • � #4 BAR @ 14' O.C. N #4 DAR @ 14' O.C. p O , ti x a #4 BAR @ 14` O.C. , #4 DAR @ 14` O.C. E 01 CM _ EA. WAY t #4 BAR @ 14` O.C. c� + o„ #4 BAR @ 14' O.C. rn #4 BAR @ 14 O.C. n r EA. WAY��3 N ch EA. WAY `� ' . � EA. WAY i:• :<.l,i 3 ► ?.i� ?'y r.'s, ;t,.. ,i 1,7;�';4^;V�} - � ���F�t•'4 's`�'.. � ♦�`.. pxrr a " #4 BAR @ 14 O.C. `n GRADE' 'sr •® oflf;<�a4 ix x s x; EA. WAY - -' — :. 1wrtiui.:a.... Level 16 /1 n 2.,ia . a `: - gar �" 'a. ^: y R n s. GRADE 6 °' °% � ��: .� z FH, t.a..;- M. ,urxP•,....�,,..�a,<s :,:...,. e ..a:.•�„� (2) #4 BAR CONT (2) #4 BAR CONT (2) #4 BAR CONT GRADE(2) #4 BAR CONT BAR CUNT #3 BAR @ 14' O.C. EA. WAY i:37 � a } a t0 (2) #4 BAR CONT L mm' OF f oi- 1' -4" 1' -4" Section 11 n Section 10 n Section 9 1 /2"-= 1' -0" 5 A1.5 —Level 15 2 - — — Level 16 ' -27' -011 GRADE Date 1 -3 -2011 Drawn by hms Stair Elevation East ' A1.5 Project Status Site Stairs