HomeMy WebLinkAboutBLD2023-00775 Cover Deck - BLD Application - 7/10/2023 MASON COUNTY Permit No: J 0 ago
COMMUNITY DEVELOPMENT JUL 10 2023
41 Permit Assistance Center,Building,Planning
BUILDING PERMIT APPLICATION 5 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR l_INFORMATION:
NAME:NAME:KO� 't4Qg c NAME: _1n1t`AS .ONaCRUQ\-kOtA
MAILING ADD ED SS: (, C, t.-tW IMP. • MAILING ADDRESS: 101 IWIAS*rl e. P.-✓kV4
CITY:SIwI� 9TATE:6J �ZIP: ti CITY:Ner4A-N STATE:W_ZIP:9�r o
PHONE#1: Zlo() SRS0 01\7ni PHONE:3(,,q ' Fd 3%9j CELL: 340
PHONE#2: µL}'t iNC.COM
EMAIL: k STi s er-'(Z L&I REG# EXP.
PRIMARY CONTACT: OWNER❑ CONTRACTOR;( OTHER❑
NAME EMAIL 1P6Ff�c NJowtxsCD[lSdYtA�han11�C.CoY1
MAILINGADDRESS --v w014 CITY k-cr n STATE ln)A- ZIP
PHONE -', 4 3 'a CELL 310 0 c;'30 (g31�4
PARCEL INFORMATION: I tt v
PARCEL NUMBER(12 Digit Number)�7 I�q V��" ���LDZ ZONING(441 rt.W WOxt-C
LEGAL DESCRIPTION(Abbreviated)k4v.rS+ir4 Pvt`>5 Lf!i U ng- FIRE DISTRICT 0\9, S
SITE ADDRESS 1rj6 ED, po r n1TVFS TDV-• S CITY S(,6� AYS�'tN P 15
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FIr OF SLOPE(S)GREATER THAN 14%: YES[] NO® SNOW LOAD:_psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Cheakan that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW❑ ADDITION❑ P,ALTER ATION❑ REPAIR❑ ® �,OTHER eC,� blAt rl
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) R "I"CL
IS USE: PRIMARY❑ SEASONAL CA NUMBER OF BEDROOMS Z NUMBER OF BATHROOMS 2
HEATED STRUCTURE? YES eBldg)❑ YES(F—[V of Bldg)❑ 0, NO❑
DESCRIBE WORK 1$ 'I� P Ipy�1 4- &A C'o a eirea AR-0-
SQUARE FOOTAGE:(prapa,4
1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft.
DECK)0'I1) sq.ft. COVERED DECK3L08 sq.ft. STORAGE sq.ft OTHER sq.ft.
GARAGE_ _ _sq.ft. Attached® Detached❑ CARPORT sq.ft Attached❑ Detached❑
MANUFACTURED TION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
7DTH_
MODEL LENGTH
BEDROOMS BATHS7�— NUMBS--SERIAL
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER' / NEW❑ EXISTING
PLUMBING IN STRUCTURE? YES❑ NO❑ If yes,attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO1@ EXISTING SQ.FT.
EXISTING BEDROOMS -24- PROPOSED BEDROOMS O TOTAL BEDROOMS Z
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below.I declare that I am the owner and I further declare that 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 County access to the above described property
and structure(s)for review and inspection. This pennit(application becomes null&void if work or authorized construction is not commenced within 180
days or if 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
PERM APPLI ATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
X '-7/� Z2aZ3
ignature f WNER t be signed by the OWNER Oate
DEP TMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
MASON COUNTY PcrmitNo: I Vf
COMMUNITY DEVELOPMENT
Permit Assistance Center, Building,Planning JUL 10 2023
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:K"t�,kA k�' e4 QVlO+N
MAILING AD—DI�SS: (, C-. 101 lNdu� Po✓b w
CITY: STATE:(fin_ZIP: R065N CITYAlsexdat-N STATE:Wk ZIP:
PHONE#1: 3100 5%0 Oil 0S PHONE:-460 6 3%S ClL CELL: 3te0 541 1-A-.q6c1
PHONE#2: EMAIL:Ja. &&owcysCorlS4Ytx&%or4INC.COM
EMAIL: L&I REG# EXP.!/
PRIMARY CONTACT: OWNER❑ CONTRACTORV OTHER❑
NAME w EMAIL JfEEQ bofjtvscoyI�IAG'h-a1�iC.Coil
MAILING ADDRESS t �r rJ CITY&Ax STATE 1nl111- ZIP J&9,0
PHONE ZX fJ -74:% 3qi 54 CELL 31a D ';`30 L3(4�
PARCEL INFORMATION: R(�
PARCEL NUMBER(12 Digit Num 2 ber), 1 I q-C) -Q m uq- ZONING Rlltt"W yptL o a
LEGAL DESCRIPTION(Abbreviated)0yjrS+%N(s Vv i NIV LcsT t VL FIRE DISTRICT 0151
SITE ADDRESS �S�G SI"Qo,►SVES 'D6' • E CITY
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO IJ SNOW LOAD:,psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Ch"*aD that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ 1
TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ ®OTHER bQC.IC 92P,IOintld
USE OF STRUCTURE(Res down,Garage,commercial Bldg,Etc.) QP SI AcA CC,
IS USE: PRIMARY❑ SEASONAL R NUMBER OF BEDROOMS Z NUMBER OF BATHROOMS 2
HEATED STRUCTURE? YES(whole B W❑ YES(part(sJ ofaldg)❑ NO❑
DESCRIBE WORK 1$ IL ebylikd +-64 Colcred AR-ek
SQUARE FOOTAGE:(per
1ST FLOOR sq.ft 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft.
DECK�� sq.ft COVERED DECEN-00 aq.ft STORAGE sq.ft OTHER sq.ft.
GARAGE_ _ _sq.ft Attached® Detached❑ CARPORT sq.ft Attached❑ Detached❑
MANUFACTURED H ION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL LENGTH
DTH BEDROOMS BATHS SERIAL NUMB —
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER' / NEW❑ EXISTING
PLUMBING IN STRUCTURE? YES❑ NO❑ If yes,attach completed Water Adequacy Form
PERRAETERNOUNDATION DRAINS PROPOSED? YES❑ NOIg EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS O TOTAL BEDROOMS Z
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
signature below.I declare that I am the owner and I further declare that 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 County access to the above descri bed property
and structure(s)for review and inspection. This pennd/application becomes null&void if work or authorized construction is not commenced within 180
days or I 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
PERM APPLI ATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
�- COUNTY CODE 14.08.42)
X `7I(� /ZZ�3
ignature Lf WNER t be i ned bv theOWNER) ate
DEP TMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT 5 ?f 7
FIRE MARSHAL
PUBLIC HEALTH
Name �wtw►'n~� X Parcel# 2 rjl02 BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface 2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings X =
X = Measurements for buildings are taken at the
perimeter of the farthest projections (example:
X = eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further a knowledge that the information provided is accurate and employees of Mason County are granted access to the above-
describell property for review and inspection as may be required.
X wn /Agent/Contractor(circle one)Date: c1 Z02-3
If th Total pe s Surface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sig
4
the formation provided on page 2 of 2.
Page 1 of 2 �,�v
Name Parcel# I i -66 -- 601(_,9 2 BLD# a6--�?f2 - 065 ( 5
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website:
http//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan". This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEAS INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT. 450
Mail:P 0 Box 1850, Shelton WA 98584
Physical: 415 N 6th St, Shelton WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT. 352
Mail: P 0 Box 1666, Shelton WA 98584
Physical: 426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
prior to a request for fmal inspection of the building permit.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X 4 Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
\ ■■
DRAFTING&DESIGN
SERVICES,LLC
40'DIA PROPERTY LINE
PARCEL No. 12 I 15 50-00 1 sz OLYMPIA.WA
3604645373 5EE SURVEY HOLMAN t A550CIATES sigmadraffingCom
/ \ \ PROJECT NO.22-1 1 G5ITEPLAN. I I-2022 rafting.c
/ vTT7-, l \
/7 // t�
T9
/ / r-------------------- ---------------- -----------
7 / /
7 / / I
G1 A55 PANEL RAILING / I Z
/ BY CONTRACTOR N
cc
/ / W
C
� I 1
II \ II I N
\ 11 I I I \ FXI TINC RtSIDENCF >
\ + 71 E 90 FT I I I `
I
\ I I I V
7�fT \ ,[ LLI SL
5EE STRUCTURAL FOR v \ �' ATCH INDICATES GLA55 RUN GUTTER ACROSS
DECK FRAMING LAYOUT \ R F 515TEM BY CONTRACTOR TO MAIN ROOF GU MP, I I U L
\ I ----- C,�ARAn F I Ln
Q Q Ln
I2 sos I I I ca N �O c =
1 _
\\ DIF0ING- I solo
\\ PER aa� ER I sRus�s etAM sEE STRUCeaL I _ f p
\ I I I Gs PT P05T5.TYP / / n-
\ \ I I AT COVER /
\ \ ( og 5EE 5TRUCTURAL / 7
� I ¢ KIDGF REAM -F.L STf: -TURAI w
�Id 262-3 - 06775
ql �_-------- ----- 5'5ETBACK /
Ci� Wr l�I YU�J�V�L Drawn: MDC
\ UI /
16' I O Designed: MDC
n
DCLIL Scale: AS SHOWN
m I U ENTERTAINMENT Lam•1 r 1Uy
s ,o C%-NTER B I / / V 1
In N coN-RAaoRY /�I // / n "/— Dace: 7/6/2023
\\ \\ I 1 12'OVERHANG
\ r\ CROSS SEAM SEE STRIIC`RAL I AT GABLES
CONTRACTOR 15 TO VERIFY PLACEMENT OF DECK
\ \ / / AND COVER IN RELATION TO THE SURVEY SUPPLIED
1 3-OVERHANG BY HOLMAN♦A55OCIATE5.If D15CREFANCY 15
\\ \\ A?EAVES // FOUND,CONTACT SIGMA DRAFTING t DESIGN AND
\ __ 20' DECK COVER '' ENGINEER OR RECORD BEFORE PROCEEDING WITH
__------------ /i CONSTRUCTION.
—
� lob Number:
----- - - - 23007
Sheet Number:
DECK LAYOUT PLAN A2.0
POWm S•BRASS DW WPM MEN AT PC MOM OF
Dfrzm mx Or S Pomm DR a am P„CAQB PL
(LfaT"m m mmam epee)
TOPOGRAPHIC SURVEY '
/
/ a
FOR /
KATELYN TUPPER CURVE TABLE
IN ME
HARTSTENE POINTE l
PARCEL NO. 12119-50-00162 i
SITE ADDRESS.356 E. POINTES DR E. l
SHELTON, WA 98584 i
)
/
i /it� �X15 h
/
DESCRIPTION c
.DMR�WAgRANTY D� %
POM TADLT 0
R=)W Or KAMM OM Tf. WASEWTOR /
7OGATIM WM AND SUBNCT M SASZWWM
�Rt4}RC7bx¢RlMWVATVXS AND CDPSDARTS Or ® /
+ae.ea
/ � oRIVS,.PIBmSJ ARSI /
/ \` rz-DRA,SACS GRITS /LOT 162
/RADDB- 40 +"Be
PROJECT BENCHMARK l �%l W `\ '''. „4? ATTACM +�
♦ 0 MN BAR SRB Sm CAP / GIRIQS ! 00 �d
ISSfA®SLr7AfSAN-aa' yvallm
PLmn 6&70' •r �f
POUBD N MN 80/ \�--\
R l r up r: o ea'DIPOWIR
c.R.cs
l % FLOOR- ea6t Rw/ \\` / --foum/4 MQN BAR
O CAICID.ATII1 61 UP 1'3 OR CALCMATIM
4 �m
RADWS Or CDK W
l8A®D®ILOOS 60.86' 8TSP3
SAWCDRMR!
l l ,(v ( UflIIU B 1f/UN PSOPA" g .
1IlDIRR !o
TA1R'. A
REFERENCE SURVEYS ll �/ +a& +aa.eT
/
/ \
BARTBfSMS PODRS / +Qa.76 +638S PQUAm N DSOS BAR UP
VMM S a Or PLATS. PAcs ao-aa / / +aeon I't OR CAICULATID
RADRSI or CDOCIl
3p� %
/ a"�T BACI
1?0 al
ow 114.ow 114
Gorr,OT a
LEGEND r
/' •_; /a noN RAR 1 PLASM
CAP- to hear � ...
romm As Avrm
(p)- PUT 9
Ia.TInlm •�
eP-71AtTrTSPUXDIa
8SF is, leP. C M,S 1 L Pl-IIe1aC
LEMV$'BRASS DW RTB PURCB AT DRSRBSCMN
OF PORTAGS All AND X PODr=DR S
VERTICAL DATUM (LAST
VW=ROMOM 9M) WALL' ,•- ]o PssT ����� � ��qSnr'd
zc SQUWKWT ADD PROCSDUR6 Ddslu m CIO Sams ,oia� HO;UAUaA&]A�Td��iT� DRASDR OEMZ!
ASSUMED 56' AT PROJECT BENCHMARK BOOM a AN DRAWN c3fir
NEAR NORTHWESTERLY CORNER OF DECK 17ocoxmw PAW m� c Dm ]o DAM se-nasrrjwum
�)1apltsa�r w�wN�
APMW DPW P�� LADY,eGIPe fse)m.,m l�l� t.r.r"—MUL ARM, Or I
Tupper Residence Covered Deck
356 E Pointes Drive E, Shelton, WA 98584 SIGMA
DRAFTING 8 DESIGN
SERVICES,LLC
C,f NFRAL NOT ,9: OLYMPIA,WA
360 464 5373
Sigmadraffing.com
ABBREVIATIONS fFNFRAI NOT" CI A�Iur A FrafaS ROOF 5HEATHING 15 I/2'PLY OR 7/10 O5B SPAN RATED 32/16 OR BETTER
DOORAMNDOW TAG: NAILED W/8de®G'O.C.AT EDGES♦12'O.C.AT FIELD.PLACE LOG PROJECT LOCATION
AB ANCHOR BOLT HT HEIGHT DISr'1 AIMER,THESE GENERAL NOTES ARE NOT NECE55APILY PROJECT 5668-WIDTH FEETANCHE5 X OPENING HEIGHT FEETANCHE5 DIRECTION OF ALL SHEETS PERPENDICULAR TO TRU5SAtAFTER DIRECrION.
AGGR AGGREGATE HVAC HEATING,VENTILATION SPECIFIC,AND SOME NOTES MAY NOT APPLY TO EACH PROJECT. FYAMPI F SccA IS s'-c•WIDE.G'-A•TALI.
ALT ALTERNATE t AIR CONDITIONING FRAMIur unTFS ` 0
APPROX APPROXIMATE ID IN51DE DIAMETER ALL WORK 15 TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE BASEMENTS AND EVERY SLEEPING ROOM TO HAVE MIN. WINDOW OPENING OF THE DOUBLE TOP PLATE 15 TO BE CONTINUOUS ALONG ALL EXrERIOR WALLS _
ARCH ARCHITECTURAL IN5UL INSULATION INTERNATIONAL RESIDENTIAL CODE(IRC)AND/OR ANY APPLICABLE COUNTY OR 5.7 50.FT.WITH A MIN,WIDTH Of 20'AND A SILL HEIGHT NOT MORE THAN AND AT ALL WALL LINES CONTAINING 5HEARWALL5. TYPICAL WALL TOP PLATE i
BD BOARD INT INTERIOR LOCAL JURISDICTION.(IBC,IMC,WSEC.UPC) 44•ABOVE FIN.PLR, SPLICES SHALL BE 2T lAP SPLICE W/(2)ROW`OF 16d NAILS 3'O.C. J ,
BLDG BUILDING JUT JOINT
BLK BLOCK J5T JOIST THE CONTRACTOR 15 RESPONSIBLE TO CHECK THE PLANS AND 15 TO NOTIFY WINDOWS SHALL HAVE TEMPERED GLAZING If ANY SINGLE PANE OF GLASS
BLKG BLOCKING LFA LOAD FROM ABOVE THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF LARGER THAN 9 SQUARE FEET,IF WITHIN 24-OF ANY DOOR(REGARDLESS OF
BM BEAM MAX MAXIMUM CONSTRUCTION.OWNER/CONTRACTOR SHALL VERIFY WITH LOCAL BLDG.DEFT. WALL PLANE),IF THE BOTTOM EDGE 15 LE55 THAN 18'ABOVE THE FINISHED J 1-
BOT BOTTOM MFR MANUFACTURER WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN. FLOOR FLOOR OR WALKING,OR 15 LOCATED WITHIN 36-FROM A WALKING WHERE COMPOSITE JOISTS AND BEAMS ARE USED AS DRAG STRUTS THE
BTWN BETWEEN MIN MINIMUM SURFACE. MANUFACTURER 5HALL PROVIDE THE FRAMING MEMBERS WITH THE CAPACITY _
CJ CONTROL JOINT M15C MISCELLANEOUS WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CALLED OUT ON THE PLANS.
CUR CLEAR MO MASONRY OPENING DO NOT SCALE THE DRAWINGS. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR
CIVIL) CONCRETE MASONRY MTL METAL DOORS ARE TO BE SOLID CORE WEATHERSTRIPPING.PROVIDE 1/2'DEAD BOLT AT ALL BEAM BEARING/JAMB LOCATIONS,AT MINIMUM PROVIDE BEARING Z
UNIT NO NUMBER THIS PLAN 15 DESIGNED TO MEET THE CURRENTLY ADOPTED WA511INGTON LOCKS ON ALL EXrER10R DOORS AND LOCKING DEVICES ON ALL DOORS AND (TRIMMER)STUDS AND FULL HEIGHT(KING)5TUD5 PER THE JAMB STUD - - - - 0
COL COLUMN NT5 NOT TO SCALE STATE ENERGY CODE(2021). WINDOW"WITHIN 10(VERTICAL)OF GRADE.PROVIDE PEEPHOLE 54-66' SCHEDULE FOR EACH BUILDING IF PROVIDED. IF NO SCHEDULE,PROVIDE(1) v)
CONC CONCRETE OC ON CENTER ABOVE FIN.FIR.ON EXTERIOR ENTRY DOORS. & BEARING AND(1)2._FULL HEIGHT STUD MINIMUM. (uSu
CONN CONNECTION OD OUTSIDE DIAMETER INFILTRATION:THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL J �• �� IY
CON5TR CONSTRUCTION OH OVERHEAD ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION.THE FOLLOWING GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,SAUNAS, EXF05ED FRAMING SHALL BE PRESSURE TREATED 07)VERTICAL t
CONT CONTINUOUS OPG OPENING SHALL BE CAULKED.GA5KETED,WEATHER5TRIPPED.OR OTHERWISE SEALED STEAM ROOMS.BATHTUBS,4 SHOWERS.AND IN ANY PART OF A BUILDING HORIZONTAL FRAMING AT WATERPROOFED WALKWAYS AND PRIVATE DECKS.
DEG DEGREE OPP OPPOSITE WITH AN AIR BARRIER MATERIAL,SUITABLE FILM,OR SOLID MATERIAL. WALL ENCLOSING THESE COMPARTMENTS,WHERE BOTTOM EDGE Of GLAZING ALL EXPOSED BEAM HANGERS SHALL BE POST HOT-DIPPED GALVANIZED AND
DET DETAIL FCT PRE-CA5T -ALL JOINTS,SEAMS.AND PENETRATIONS 15 LE55 THAN 60'MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING HAVE CONCEALED FLANGES.
DTL DETAIL FL PROPERTY LINE -SITE BUILT WINDOWS,DOOR5,AND SKYLIGHTS SURFACE.TO BE TEMPERED GLAZING.
DIAL DIAGONAL FLYWD PLYWOOD -OPENINGS BETWEEN WINDOW AND DOOR A55EMBUE5 AND THEIR PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT(SUCH AS ,
DIA DIAMETER FLY PLYWOOD RESPECTIVE JAMB5 AND FRAMING Al ARMS A F1 E(TRICAI. TOWEL BARS,GRAB BARS,TOILET PAPER HOLDERS,DOOR STOPS,ETC.)
0 DIAMETER RD ROOF DRAIN -UTILITY PENETRATIONS SMOKE DETECTORS SHALL BE INSTALLED IN EA.SLEEPING ROOM,OUTSIDE f�
ON DOWN RE: REFER TO... -DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE THE IMMEDIATE VICINITY Of EACH SLEEPING AREA,AND ON EACH STORY OF ALL CONNECTORS ARE TO BE SIMPSON STRONG TIE PRODUCTS,UNLESS
DWG DRAWING REINF REINFORCED -KNEE WAU5 THE DWELLING.ALL DETECTORS SHALL BE HARDWIRED INTO BUILDING POWER NOTED OTHERWISE. L
(E) EXISTING READ REQUIRED -WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACES SUPPLY WMATTERY BACKUP AND BE INTERCONNECTED 5UCH THAT THE (ll
EA EACH KM ROOM -BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS ACTUATION OF ONE ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE HAunf-rzlP aFtTION NOTES >
EJ EXPANSION JOINT RO ROUGH OPENING -COMMON WALLS BETWEEN DWELLING UNITS AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL TYPE I-nRrl II AR 0
EIF5 EXTERIOR INSULATION 5CHED SCHEDULE -OTHER SOURCES OF INFILTRATION INTERVENING DOORS CLOSED. OUTSIDE DIAMETER BETWEEN 1 1/4'AND 2' , \
FINISH SYSTEM SECT SECTION �,! T-
EL ELEVATION 5F SQUARE FOOT INSI II ATION ELECTRICAL RECEPTACLES IN BATHROOMS,KITCHENS.EXTERIOR LOCATIONS. TYPE I-NfIN-GIRLI II AR VICINITY M A P
ELEV ELEVATION 5HT SHEET ALL EXPOSED INSULATION 15 TO HAVE A FLAME SPREAD RATING NOT TO AND GARAGES SHALL BE G.F.I.OR G.F.I.C.FER NATIONAL ELECTRICAL CODE PERIMETER DIMENSION BETWEEN 4-AND 6 1/4, -� U
EQUIP EQUIPMENT Sim 51MILAR EXCEED 25.A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450;WHEN TESTED M.E.C.)REQUIREMENTS. C9055 SECTION DIMENSION MAX.2 1/4' U
EW EACH WAY 5FEC SPECIFICATION IN ACCORDANCE WITH ASTM E 84,AND CRITICAL RADIANT FLUX NOT LE55 EDGE5 SHALL HAVE RADIUS MIN.0.0 1• -L1 Q� >
EXF 21
EXT EXTERIO EXPANSION 555 STTAINLLEE55 STEEL THAN O.12 WATTS PER SQUARE CENTIMETER. TABLEMt5 07.3 3(1):DWELLING AREA<USE VENTILATION TO BE MET�500;BEDROOMS 0-17 RATE TYPF J-PFRIMFTFR CRFATFR THAN G 1/4• p T
PROJECT INFORMATION �
FD FLOOR DRAIN STAGG STAGGERED INSULATE ALL ACCESS DOORSMATCHE5 TO CRAWLSFACES AND ATTICS TO THE REQUIREMENT 30 CFM. GRASPABLE FINGER RECE55 AREA BOTH 51DE5 OF PROFILE
PON FOUNDATION 5TD STANDARD EQUIVALENT RATING OF THE WALL,FLOOR,OR CEILING THROUGH WHICH THEY TO BEGIN WIN 3/4'MEASURED VERTICALLY FROM THE TALLEST PART OF THE
FF fINISH FLOOR STIFF STIFFENER PENETRATE. vEur11 arlOu NOTES: PROFILE CLIENT: KATELYN t PATTY TUPPER
FIN FINISH 5TL STEEL TO ACHIEVE A DEPTH MIN. 5/10 WAN 7/6'BELOW THE WIDEST PART OF THE CONTACT; kjtupper@cjmad.com L 11 113,
fLR FLOOR 5TRUC STRUCTURAL PROVIDE POSITIVE VENTILATION AT EACH END OF RAFTER SPACE AT VAULTED PROFILE MAILING G240 E V15TA 5T C
FND FOUNDATION TR TREAD CEILING AREA5.AND INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS. TO CONTINUE MIN. 3/8'TO A LEVEL MIN.1 3/4'BELOW THE TALLEST FART OF 0
FOB FACE OF BRICK T4B TOP t BOTTOM RAFTER VENTILATION 15 AL50 REQUIRED AT BLACKING LOCATIONS ABOVE THE THE PROFILE ADDRE55: LONG BEACH,CA 90803 p
FCC FACE OF CONCRETE TtG TONGUE/GROOVE PLATE. WIDTH OF THE HANDRAIL ABOVE THE RECESS BETWEEN I 1/4'AND 2 3/4' Q
f5 FULL 512E THK THICK ROOF NAULTED CEIUG) -38 EDGES SHALL HAVE RADIUS MIN.0.01' 517E ADDFZE55: 356 E POINTE5 DRIVE E ,^,Q//�
FT FOOT OR FEET T/ TOP OF NUNDERFRIN5ULATION
G) R49 PROVIDE 1 50.FT.OF ROOF VENTILATION FOR EVERY 150 50.FT.OF LIVING 5HELTON,WA 98584 L.L LD IT
FTG FOOTING TYP TYPICAL R-21 AREA. SY BC)i I FC�FND
PURR FURRING UNO UNLE55 NOTED PROVIDE 1 50.FT.OF CRAWL SPACE VENTILATION FOR EVERY 150 50.FT.OF PARCEL I: 1211950001r.2
GA GAUGE OTHERWISE NSULATION LATION R-30 LIVING AREA. DETAIL1 ^GALV GALVANIZED VER VERIfY iL-
DE(1 OR) K-21 BUILDING QL-
GR GRADE VERT VERTICAL JOISTS L TRSECTION SHEET/E RIOR) R-1 O REFERENCE
GYP GYPSUM W/ WITH ROOF AND FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE 19t FLOOR: 716(E)
GYP BD GYPSUM BOARD W/O WITHOUT SLAB EDGES @ HE D AREAS R-10 PLANS.IT 15 NOT THE INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY / DETAIL DETAIL IF2nd FLOOR: WA �-
GWB GYPSUM WALL BOARD C CENTERLINE LOCATE ALL FRAMING MEMBERS.THE CONTRACTOR 15 RESPONSIBLE FOR
4 PLATE AIR DUCT(AT U EATE AREN R-0 SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING / REFERENCE SHEET I GARAGE: 497(E)
MAXIMUM NG AREA NO LIMIT MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. TOTAI: 12114
GLAZIN -FACTOR(VERTICAU U-0.30 THE TRU55 AND JOIST MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY
(CRUSHING)WITH THE PLATE MATERIAL.TYPICALLY,COMP051TE BEAMS SHALL LOT 51ZE: 502G 50 FT
G G U-FACTOR(OVERHEAD) U-0.50 BE FULLY BEARING ON 2. WALLS.I.E.BREAK RIM OR BLOCKING TO ALLOW
LAZING/ R U-FACT U-0.20 FULL B ATE EARING OVER PLS. yy
(DOORS W/MOREOR THAN 50%GLAZING SHEET INDEX
—_
SHALL BE CONSIDERED A WINDOW) SHFATHING
FLOOR SHEATHING 15 3/4'TeG PLYWOOD SPAN RATED 48/24 OR BETTER 5HEET 5HEET CONTENTS Designed: MDC
FURNACE PERFORMANCE NAILED W/I Od,@ 6'O.C.AT EDGES t 12'O.C.AT FIELD.PLACE LONG
7RECESSED LIGHTING FIXTURES IIC RATE DIRECTION OF ALL 055 SHEETS PERPENDICULAR TO J015T DIRECTION. C5 COVER SHEET
Scale: AS SHOWN
AI.0 BUILDING ELEVATIONS
Date: 7/6/2023
A2.0 DECK LAYOUT PLAN
DISCLAIMER:
CONTRACTOR 15 TO VERIFY ALL 517E CONDITIONS AND ADAPT DESIGN PLANS AS
NECESSARY.ANY RE5PONSI5IUTY OF SIGMA DRAFTING AND DESIGN SERVICES,LLC FOR
ANY DAMAGES RELATING TO THE ACCURACY AND INTEGRITY OF THESE PLANS SHALL BE
LIMITED TO THE AMOUNT OF FEE CHARGED.If ANY DISCREPANCY BETWEEN THESE PLAIDS
AND THE SITE CONDITIONS DIFFERS.IT 15 RECOMMENDED THAT WORK BE STOPPED AND
THE DESIGNER BE CONSULTED.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A
MINIMUM OF 48 IRS.PRIOR TO ANY EXCAVATION.
Job Number:
23007
Sheet Number:
TOTAL NUMBER OF SHEETS 3
CALL BEFORE YOU DIG CS
�� (800)424-5555 1 of 3 _�
2'-10'MIN t 3-2'MAX
ABOVE TREAD EM)
Stt nANUGRIPNOTE5 ONCSEXI5TING RE51DENCE PROVIDE MIN.36'CLEAPRIDGE BEAM 4 MP): WIDTH AT 5TAIRNAY5M �A`
METAL-FRAMED GLA55 COVER / RIDGE POST NOTE: S I G3 I I 14
/ GP.EATEST t LEAST TREAD BY CONTRACTOP !P15ER 15 NOT TO VARY ! DRAFTING&DESIGN
5/4.8 FASCIA IG'MY1 MORE THAN 3)6'
7I \7 / SERVICES,LLC
f/ CR055 BEAM 7-3/4'MA% OLYMPIA,WA
P.PT STAIK TREAD
c'DIP MAX CONCRETE PAD 360
1,PT��� sigmadrafraf6ng.cng.com
PT 5TRIN.rR`PrP fNC,INEFP
FT.6.6 P05T5 0
TYPICAL EXTERIOR STAIR DETAIL
• GLA55 PANEL RAILING
BY CO[TRACTOR
- - —DECK FRAMING
PER 5TRUCTURAL
Ft FUM O
4
it
W
EAST ELEVATION
I
C)
NEW ROOFING TO to w
MATCH EX15TING HOME EX15TING ROOF 5Y5TEM S--
O
F'
> In 1 y
a W C bk
C
LU
CD L (y) o
N LL.
- - iL
I
i�
Drawn: MDC
® ® ® ® ® ® ® ® Designed: MDC
Scale: AS SHOWN
Eat A R III ILL>% ® ® ® ® ® ® ® ® Date: 7/6/2023
SOUTH ELEVATION
II
ICI
Job Number:
23007
Sheet Number:
A1.0
- - - - - -- - - 2 of 3
STRUCTURAL NOTES Alaskan Cedar glue laminated beams shall be 24f-POC for cantilevered or continuous
beams. 1 snu
FGeneral Notes:
E
8
(Fb=2200 PSI) l �
These structural notes supplement the drawings. Any discrepancy found among the drawings,these (Fv=190 PSI)
rn
notes,and the site conditions shall be reported to the Engineer,who shall correct such discrepancy in (E=1,800,00 PSI)
writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the (FcL=375 PSI) �" w 00 C
Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings w MIN
prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and 5. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue U
N
shoring during construction. laminated beams shall be cambered for LI480. See the framing plans for any exceptions.
6. Plywood shall be nailed 6"o.c.edges and 12"field with 8d's unless otherwise noted on the on
IN 2.6
All construction shall conform to the applicable portions of the latest edition of the International Building drawings. MAXIM U HOLE c
N S ST
Code except where noted. >7
Hardware:
1Y MAXIMUM HOLE
IN2.!STUD
Design Criteria:
1. Live Load = 25 PSF(Snow) All connection hardware shall be Simpson"Strong Tie",unless noted otherwise.
40 PSF(Floor) c
60 PSF(Decks) Connection hardware exposed to weather or in contact with the ground or pressure treated wood shall 2.6 WALL _
be galvanized r ASTM A-123 with 1.25 oz.of zinc s elter r square foot of contact area. OR D E I"c
2. Dead Load = 15 PSF(Roof and Floor) 9 per P per q Xx+sHEAiwKLs
12 PSF(Decks) PER PUN
10 PSF(Partition) CAUTION
12 PSF(Wall)
150 PCF(Concrete) CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. WALL STUD HOLE SPACING DETAIL
3. Wind =2018 IBC Exposure D @ 100 mph(LRFD),77 MPH(ASD),3 second gust 1 .,•�
4. Earthquake = 2018 IBC.
Ss=1.519 Site Class D
SL=0.546
IE=1.0
Seismic Design Category D
SDS=1.215
SDL=0.546
Cantilevered Columns (n
R=1.5 �..
Rho=1.3 Non-Redundant Structure sM ~
Cs=SDS IIR eFw PIER PLAN
V=PCsW
V=0.1.053W for Load Factor Design Q
Cs=SDS I/(1AR) 1 Q w - a
V='0CsW Z Y � Z)
V=0.737W for Allowable Stress Design } � w
Q W C) 1.-
4. Soil = 1500 PSF,Assumed Bearing Capacity tl
w [ Q
40 PCF,Active Pressure lLl Z � Q
150 PCF,Passive Pressure �
0.45 coefficient of Friction ar""DErm SAFE°"E Q W p Z a
Concrete 8 Reinforcing Steel: m WILL Z CL Lu t]J Z
J � Zw �
1. All concrete work shall be per the 2018 IBC Chapter 19 and ACI 318-14.Concrete quality,mixing Q u1 2 w
and placement shall be per ACI 318-14.Mixing and placement shall be per ACI 318-14 and sUrvoar coLuuX rt to Q
inspections shall be per 2018 IBC,Chapter 19,sections 03 and 04. Z Y
2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. BEAM ELEVATION FOR WHOLE PLACEMENT V
3. Concrete shall be in accordance with ASTM 150. Z)
fc=3000 PSI @ 28 day
slump=4"maximum,6%Air entrained
4. Concrete design based on 2500 PSI strength concrete. U111
Steel:
°"'"" NFG
1. All steel shall be ASTM A36 except as noted. '~_NFG
2. Structural pipe shall be ASTM A53 type S. sor 1/4'we 11-V
3. All bolts shall be ASTM A325,except as noted.
4. Anchor bolts shall be ASTM F1554 Gr.36. OVA 05/111J2023
5. Welding shall be by AWS certified welders with E70 electrodes in accordance with AWS D1.1-75. pEL X;
6. All steel members and parts exposed to weather or in contact with the ground shall be galvanized
per ASTM A-123 with 1.25 oz.of zinc spelter per square foot of contact area. All other steel
surfaces shall be shop painted with two coats of red oxide primer after fabrication. Columns and
other steel parts placed below grade and exposed to earth shall be painted with two coats of coal
d OXXL EM
tar from the base to 6 inches above grade;such coating to be in addition to the galvanized DRAWING DISCREPANCIES
coating. THE CONTRACTOR SHALL ALERT FOR OF ANY DISCREPANCIES FOUND ON
THE DRAWINGS SUCH AS MISSING INFORMATION,TYPOS.OR ANY OTHER
Carpentry. ITEM THAT IS NOT CLEAR.
1. Structural framing shall be PT#2 Hem Fir. DRAWING DIMENSIONS
THE STRUCTURAL DRAWINGS ARE NOT DIMENSIONED.THE ARCI-IMCRMAL
2. 6X beams and columns shall be PT#1 Hem Fir. PLANS SHOULD BE FOLLOWED FOR DIMENSIONS BETWEEN GRID LINES
3. 2X joists shall be kiln dried and stored in a dry area prior to installation. LENGTH AND WIDTH OF BUILDING,AND FLOOR TO FLOOR HEIGHTS.THE IoD Number:
4. Glue laminated beams shall be 24f-V8 for cantilevered or continuous beams and 24f-V4 for simple STRUCTURAL DRAWINGS ARE ONLY DMMENSIONED FOR SPECIFIC 2023-0008
spans. STRUCTURAL DETAILS. seer Nun"
51.0
1 a 3
she
�Hb
u
N ti x
. L—J L—J L—J
i \i .T Aso
r—l
� r—� r—�
L—,J L—J. I I '�—J L J L—J L—J L—J L_J
I
k
r—i r--i r--i r-1 7-1
L-�. L-J': L-J -J -J T L-J L_J L-J L-J
yr- I
r , ,
L�J L-J
I r-� r--I r-� r-1
L J L-J L-J L-J L�J I- •i-+� I
L-J
W it 1 7-1 1-1 41- r-1 r-1 -� r-1 J L-J L-J L-J -J L-J
.. IN
v a
v ti r�-1 - r-1 - r-1 - r-1 - r-1 r-1 r
L-J L-J L-J L_J L-J L-J L-J L-J
I
r-1 � r-1 r-1 r-1 r-1 r-1
L_J A I L—J L—J L—J r � L—J L_J
I '
a N - tee I
L-J L-J
D�X r
4� m
O D Z
C)Ny N
D N
Z O
O �
m m
m v
us� !
N N
N =
I � m
O +
X
\
Z� 2
AE
Z
�; Z
�N
D 9 '
= N
N
N N
y� i
Z �
N Z
Z
m '
I O
O
N€ FOUNDATION & DECK FRAMING PLAN aEv RE'S'°" °"rt
N —
o cn 3 N 9 �.{ "�js� 0 + TUPPER DECK _
N' w .Q ,a" .• z z 356 E POINTES DR E NG
ter=
I� as '� a G 0 SHELTON, WA 98584 - -- - ENGINEERING,INC
O 4Ef A(R O253.678.6879
w t; KATELYN & PATTY TUPPER nateg@ngengkmdghc.com
SOLID 6LocInD
(s)3p10 Ails
EVERY OTHER BAY DECKING PER OWNER MRS CK►a!loll W/T
ROOF NE E
�--�`--7 EKIEND 12'RJIO CONCRETECONCRETESEE PLAN
I2.\ II I i 6*o: M
1
ROC
EACx -- FLASH/SEAL Ij j tt.►xr-d m
2,FULLDEPTHDECKING PER I EX FLOOR M
- In
BLOCKING�\ — RAFTER PER PUN OWNER I >< N
I011 BEAM D
�PLAN __------ w W
II POSES
SIMPSON HI CLIP SIMPSON!
EVERY RAFTER 7
IS YW71 A OOIt/(�
iAY/omen PEA PUN I N1•aK 1 pipwSCREWS
N HOOPS
DECK JOISTS >< ------� I (2)•6'O.C.
PER PUN _ PT 0HF 2K6 LEDGER.ATTACH 1 I LIEN 12*O.C. a
SIMPSON I I ■/(3)1'.3}'SIMPSON SDS I (6)N VERT.ally
ura
I SCREWS•16 OC 3, 11
CLR
Elf.FND PER PLAN -
3 I —�
9 RAFTER TO BEAM CONNECTION I
LEDGER DETAIL CONIC POST FOOTING W/DECK
s „rr-ra ,•-ra UNDI MTw SOIL
z
°
DECKING PER OWNER II I
FUSH/suE II I
DECKING PER II I i
VFNf CAP own
SRFSOIN LSTAIS -PT/2 MF 2.12 STAIR 1 >< _ ___
2K FULL DEPTH BLOCKING STRAP 0 16'OC STRINGER 16'O.C. --------
EVERY OTHER SAY RAFTER PER PLAN I ~ —
111 -
1 211E CONIC.FOOTING
I
Roof SHEATHING BEAM PER P� / I �1 CONCRETE POLE FOOTING FOR HSS COLUMN
PER PUN J/ - ------1 N L ur-ra (n LU
i
sam'SON PER PDECK LUM -R 12 HF 2N6 LEDGER.ATTACH ti w d
ISSU 210 lYP I ■C(2)117 SWPSdN 566 Q FE Q 00
SILIPSDN H2.s CUPS- 001161E BEVELED WFMRIG PUTS I SCREWS•16 OC WV
PER RAEYER }
s 010N A15 pE PER BEAM
I SI PSON HIM&ATTACH A EK.RIM O 4 LU Q r
6TAM PEN PLAN SUE a EhC1I sTwrJ R Ex.FID J �`� T W/(2)1'.3 J•s11PS011 S9S F
(2)XY.7j'HITI SCREWS.ATTACH A CDNC.W/(4)1' V Z d
KINK-CONM:SCREWS K 3�•SILPSON THEM TURBO sal I ` W a O
PT�2 HF 2K12 _ 2'-T.4'-0'. C
/ 1•CONIC.SIA6 ~ CL Lu Z
STRMGER 0 M'OC
W/µ RN• Ed
a EA WAY M U Q�
10 RAFTER TO RIDGE BEAM LEDGER DETAIL � Y
`1-0 STAIR SECTION 4
,I2-ro
7 r-ra
OECIt•JC PER
KAM PER PLAIN
MEAN PER PLAN WM PER PLAN � Drawn NFG
Designed NFG - -
HSS COL PER PUN ATTACH @I=TO POST W/ sc le -
vA (2)#104 J'tEK Sc1tW' oEa FIIIYNG _---- —
s6rsal ACS 1/6 P<#2 W PER PLAN °aa 05/18/2023
POST PER DECK KAM PER
INS!� DECK JOISTS BLOCK.FASUE OF POST PLANPINT NAIL O
PER PUN — - SILPSON LCEa
PT�I!f fK6 SPA POST J\ "!F.S.
SI PSON ECClMM-SDn.5 a
1/� ORDER LEFT AND RIGHT LANDED. " - SAPSON A34 MS!M ATTACH TO
iD STRIPS -- CONIC.W/(2)-ANf_1 t'SIMPSON
BEM PER SYPSOIN AC6 MEN TIAIRb 5De>.s
PLAN NS!FS
SRPSON ��
• ►D6T rm PUN tuns LUS24 tuns q
PER PINT
��DECK BRACING Q HSS Job Number:
RIDGE BEAM TO CROSS BEAM STAIR SECTION J Iz-
2023-0008
,._,.�11
8 n DECK FRAMING EDGE sheet Number:
` '' S2.1
3 Of 4
u
� rn
. w .6
w
N C
z �x w
0
I
I
L_
I
Z
ac7 cc
Z Y wva
D a �n rn
NO Q c, w Q
lz
Qzas
CL W OJ Z
mm%01/6 GLA55 COVER-BI OTHERS. 1
/w,TM PT/2 HE 2%6 ATTACHMENT TO AWN11 G TO ALLOW O f� Ln = W
0 24•OC FOR INDEPENDENT MOYEMEXT. U M (n F'•
DEC KUNE OfBELOW 1 I STUB HE 10 �T HE �,/
�1 W
oI.WhN NFG
t PT/2 HE 2%6 -
0 24•OG D-P- .NFG
.--.._............--
s} %13}-AC/AC GLB uaf 05/18/2023
7/16.OSB OR 1/2-PLYWOOD.SPAN so xi In W
RATED 24/t6 OR BETTER.NAIL W/60 ErS�oNE+at
NAILS AT 6.OC ALL PANEL EDGES.12.OC AL
FIELD.SHEATHING TO LAY PERPENDICULAR 5agri]'y_
TO FRAMING.
bE Nu1WM
2023-0008
sheet Nu"In.
S3.0
4 N>f 4