HomeMy WebLinkAboutBLD2025-00023 Addition, Remodel - BLD Application - 1/9/2025 4kMASON COUNTY Permit Nw hoc A'�5- Da'A'-�
COMMUNITY DEVELOPMENT-E C E I V E D
Permit Assistance Center, Building,Planning J AN O 9 2025
BUILDING PERMIT APPLICATION 615 VV-._A treet
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: I l NAME: Q(i
MAILING ADDRESS: MAIL G ADDRE$,5:1000
CITY: 14 STATE:1r�PL ZIP: CTfY: STATE: ZIP:
PHONE#I:o S3-a 7$-09 o( PHONE: - CE
PHONE#2: EMAIL:trr oo
EMAIL: L&I REG# EXP.2/lob/_a.�
' PRIMARY CONTACT: OWNER❑ CONTRACTOR p OTHER❑
NAME EMAIL
MAILINGADDRESS CITY STATE ZIP
PHONE CELL
( � PARCEL INFORMATION:
\ PARCEL NUMBER(12 Digit Number) O ( ZONING
LEGAL DESCRIPTION(Abbreviated) tal�tm& Y t O.Ga_ I 71 FIRE DISTRICT
SITE ADDRESS q �p E L -WnesT )x. CITY Q ult h
DIRECTIONS TO SITE ADDRESS
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESp NO A SNOW LOAD:_psf
Q IS PROPERTY WITHIN 200 FIr OF THE FOLLOWING: (ch.*.u*at.pp&:
CJ SALTWATER p LAKE❑ RIVER/CREEK❑ POND p WETLAND p SEASONAL RUNOFF❑ STREAM p
TYPE OF WORK: NEW❑ ADDTTION`[], ALTERATION[] REPAIR p OTHIRR
L' USE OF STRUCTURE(R.1d�rc.,G.,W C...,lB1 ��Bfa)_
IS USE: PRIMARY p SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(W1waBtdg)❑ YES(Part/s)ofB1dg)❑ NO❑
I DESCRIBE WORK -- ----- --
SQUARE FOOTAGE:
I ST FLOOR,C-E sq.ft. 2ND FLOOR2D-8-sq.R 3RD FLOOR aq.R BASEMENT sq.R
ECK2r sq.ft. COVERED DECK sq.ft STORAGE sq.ft OTHER aq.ft
GARAGE sq.ft Attached❑ Detached❑ CARPORT sq.ft Attached p Detached p
MANUFACTURED HO TION: '4 COPIES OF THE FLOOR PLAN REQUIRED'
MAKE MODEL YEAR LENGTH
W BEDROOMS BATHS SERIAL
ENVIRONMENTAL HEALTH: nmR,
SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER)5t NEW p msn;JG)d_
PLUMBING IN STRUCTURE? YES�' NO p If yes,attach completed WaterAdequacy Form
PERBAETERNOUNDATION DRAINS PROPOSED? YES p NO[] EXISTING SQ.FT.6'aC3Q
EXISTING BEDROOMS PROPOSED BEDROOMS Q TOTAL BEDROOMS
OWNER acknowledges that submission of inaocurate information may result in a stop work order or permit revocation.Aclnawledgement 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,inclucing 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 permit/application becomes null 8 void if work or authorized construction is not conwrienced within 18D
days or if construction work is suspended for a period of 180 days.
PROOF OF CONTINUATION OF WOR<ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
P kPPUCAr OF'l30 DA OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
lCOUNTY CODE 14.08A2)i
/Sigindifred OWNER the OWIER Date
EP TMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDTTIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
BUILT engineering _
2021 IECCWASHINGTON STATE ENERGY CODE
Engineering and Architectural Drawings BUILT
dM Stephen Scott Con'1IIIlonmh,t 1gI. ,u gr,gn,,na t.OR orlon,oftM Fenestration U-Factor. 30 Doors, 25 Windows
Architectural,ILA or the Englneerinp reBu.rement,OR a,tamped letter of
S' approvalk that
t h provldeA—d the OTT h-t„l en h—in,lble for
thewo rk that,a been,It1—"'NOTE: w.1... engineering hall Skylight U factor:.50
_. Approved for Issuance .�per,tet M...n County-7,pi-1 --mt,h��mra�ttn,,.... e n
Gelling R-Value:60 g i n e a r i n g
Changes COPY Structural Hold Downs Wood Frame Wall R-Value:21 Structural H
Submit changes for approval old Downs required to be installed at Floor R-Value:30
rior to erformin work Foundation Wall-Pre Pour Inspection. Below Grade Wall:10
Slab R-Value&Depth:10
Reviewed for Code Compliance Shear Wall Inspection Required Type of Heat:Ductless Mini Split Heat Pump
Mason County Building Shear Wall Nailing Inspection required for Energy Credits R406.2 Option#:5
Department SW4
Mason County Permit Document
BLD2025-00023
MUST COMPLY WITH PERMIT
CONDITIONS
Plans to be kept on site w_D
These plans must be on the job site
for inspection
REBUILT EXISTING DECK SMUCrURE.
FOOTPRINT TO REMAIN AS EXISTING, I
DECK COVER TO REMAIN UNALTERED
REBUILT EXISTING DECK STRUCTURE
COSTING HM
f
` GUTUtE OF PROPOSED DECK STAIR - I 1 "I
TO REPLACE EXISTING LN1J
OUTLINE OF DEMOLISHED EXISTING $ CDDECK STAIR --. -_.. \
\ / 26'-O* Q o 'pGY/ ry
� � rrrosn�tN�
REPACE WSTING CO4RED DECK - DOM AREA SHOWS EXTENT O
WITH NEW ADDITION AT LOWER AND ADDITION BEYOND EXISTING COVERED 1 . I
MAIN LEVEL. DECK FOOINT
EXISTING GARAGE
1_1J
TPR
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McWhorter Residence
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BUILT W*Wfttkq
® Stephen Scott
Approved for Issuance SITE BUILT
Changes ang naaring
COPY GENERAL STRUCTURAL NOTES
Submit changes for approval (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CONCRETE 17. TUBER CONNECTORS CALLED OUT BY IN NHS AND MOST
RECENT
SHALL LO'STRONG-TIE'
BY SiYPSON COMPANY, AS SPECIFIED IN THEIR POST RECENT CATALOG EQUIVALENT
prior to performing work CRITERIA 9. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ]CC
ONCE WITH IBC SECTION 1905 AND ACT 301. CONCRETE SHALL ATTAIN A 28-DAY APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SiZE OF
Reviewed for Code Compliance I ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE STRENGTH OF F'C=2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN
Mason County Building DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE(2021 EDITION), SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS
A MASON COUNTY BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING SLUMP OF 5' OR LESS. CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER.
Department CODE. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTIR A307. PROVIDE WASHERS
THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN-
Mason County Permit Document 2. DESIGN LOADING CRITERIA: THE BUOILDINGE PERFORMANCE D DEPARTMENT FORIX IS APPROVALLIRTWOED TO WEEKSTHE PRIOR TOTURAL PLACINGGANYER AND LESS CON- SONEDMUANDDDRIEDRAND THELSAMEILS GRADEALL HE(MINIMUM)MA SHIMS S MEMBERN. ALL CONECTED, HANGERS
BLD2025-00023 FLOOR LIVE LOAD(RESIDENTIAL). . . . . . . . . . .40 PSF CRETE, THE CONCRETE PERFORMANCE MIX SHALL INCLUOE THE AMOUNTS OF CEMENT, IN DIRECT CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE EITHER STAINLESS
ROOF SNOW LOAD(Pf). . . . . . . . . . . . . . . .25 PSF FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- STEEL(SST300), POST HOT-OIRED GALVANIZED(HDG) OR GALVANIZED WITH A MINI-
RENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN MUM OF 1.85OZ ZINC PER SQUARE [NCH(ZUAX). UNLESS NOTED OTHERWISE, ALL
WIND: ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAUS WITH"LUS' SERIES JOIST
RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH
BASIC WIND SPEED(3-SECOND GUST) . . . . . 91 YPN 'ONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH-ITT'
WIND [UPORTANCE FACTOR(IN). . . . . . . . . . . . .1.0 FOR SPECIFIED PERFORMANCE. OR'IUT" SERIES JOiST HANGERS.
WIND EXPOSURE . . . . . . . . . . . . . . . . . . . .8
TOPOGRAPHICAL FACTOR(Kzl). . . . . . . . . . . . .1.00 ILL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR_ 18. NAILS-NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
ENTRAINED WITH AN AIRINTRAiNING AGENT CONFORMING 10 ASTIR C260, C494, AND SPECIFICATIONS:
EARTHQUAKE: �618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE
LAT. /LONG. . . . . . . . .47.361/-M 841 INTERNATIONAL BUILDING CODE. SiZE LENGTH DIAMETER
SEISMIC IMPORTANCE FACTOR(le) . . . . . . . . . . .1.0 60 2' 0.113'
SEISMIC USE GROUP. . . . . . . . . . . . . . . . . . II 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT SI), 80 2-1/2' 0.131'
YAPPED SPECTRAL RESPONSE(Ss/SI) . . . . . .1.63g/0.58g ;BADE 60, FY=60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185. 100 3' 0.148'
SPECTRAL RESPONSE COEF. (SOS/SDI). . . . . .0.89g/O.47g 12D 3-1/4' 0.148'
SEISMIC FORCE RESISTING SYSTEM:. . .PLYWOOD SHEAR WALLS It. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS) IN ACCORD- 160 3-1/2' 0.162'
DESIGN BASE SHEAR. . . . . . . . . .10.73k INCE WITH ACT 318,02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS
SEISMIC RESPONSE COEFICIENT(Cs) . . . . . . . . .0.201 A 2'J1' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
SEISMIC DESIGN CATEGORY. . . . . . . . . . . . D SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0' MINIMUM. LAP NAiL SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)
RESPONSE MODIFICATION FACTOR(R). . 5.5 IDJACENT MATS OF WELDED WiRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF
ANALYSIS PROCEDURE. . . . . . EQUIVALENT LATERAL FORCE SHEATHING WITH NO COUNTERSINKING PERMITTED,
REFERENCE: USGS NATIONAL SEISMIC HAZARD YAPPING PROJECT, 2014 DATA 12. CONCRETE PROTECTION(COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 19 WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN:
1. FOOTINGS AND OTHER UNFORMED SURFACES. EARTH FACE. . .1'
1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WiTH ARCHITECTURAL 3. ALL OTHER SURFACES. . . . . . . . . . . . . . . .1 1/2' A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS ANCHORAGE TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF
DISCREPANCIES PRIOR TO CONSTRUCTION. 13. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHAD BE CRWTED WITH THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS
SHALL BE COMMON, COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- 'SET-3G' HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER
DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- iND INSTALLED iN STRICT ACCORDANCE WITH [CC ESR 2508. THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
VER[F[ED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT WOOD B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE
UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL 2X4 STUDS @ 16' O.C. AT INTERIOR WALLS AND 2X6 @ 16' O.C. AT EXTERIOR
BRING ALL CONFLICTS AND DISCREPANCCES TO THE ATTENTION OF THE ARCHITECT 14. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
AND STRUCTURAL ENGINEER. "ORYANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED
LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- R,p��
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL
DEMOLITION. SHORING SHALL BE INSTALLED i0 SUPPORT EXISTING CONSTRUCTION JOISTS: (2X MEMBERS) DOUGLAS FIR NO. 2 HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE
AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING MINIMUM BASE VALUE, FB=900 PSI TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STIR TO
REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. (1X&4X MEMBERS) DOUGLAS FIR NO. I BOTTOM PLATE WITH TWO 160 NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D oe eaan �o
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING MININIM BASE VALUE, FB = 1000 PSI AT 12'O.C. AND LAP MINIMUM 4'-0' AT JOINTS AND PROVIDE SIX 16D NAILS fy.�'?myc•"`N„�
STRUCTURE. LIMIT CONSTRUCTION LOADING(INCLUDING DEMOLITION DEBRIS) ON AT 4' O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER 1�NAL E
EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING STRUCTURAL LIGHT FRAYING: OOUCLAS FIR NO. 2 WOOD PLATES ATTACHED TO WOOD FRAYING BELOW WITH 160 NAILS AT 12" O.C.
CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW ;INCL. 3X AND 0 POSTS) MINIMUM BASE VALE, FB=900 PSI STACGERED OR BOLTED TO CONCRETE WITH 5/8' DIAMETER ANCHOR BDLTS(WITH
CUTTING WHEREVER POSSIBLE.
SEAMS AND STRINGERS: DOUGLAS FIR N0. I
7" MINIMUM EMBEDMENT)@ 4'-0' D.C. UNLESS INDICATED OTHERWISE. INDIVI- rra�ms woe
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND ;INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB= 1350 PST DUAL MEMBERS OF BUILT_W POSTS SHALL BE NAILED TO EACH OTHER WITH
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN 160 @ 12'O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEOULE -- -
ACCORDANCE WITH THE PLANS. POSTS AND TIMBERS: DOUGLAS FIR NO. I FOR REQUIRED SHEATHING AND NAILING. 'MEN NOT OTHERWISE NOTED, PROVIDE
;6X6 AND LARGER) MINIMUM BASE VALUE, FC=MOOD PSI GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE BOTTOM PLATES AND BLOCKING WITH NAILS AT 7' O.C. USE 50 COOLER NAILS
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. STUDS, PLATES&MISC. FRAMING: DOUGLAS FiR OR HEY-FIR STANDARD GRADE FOR 1/2' GWB AND 6D COOLER NAILS FOR 5/8' GWB. WHEN NOT OTHERWISE
THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL NOTED, PROVIDE 1/2' (NOM.) APA RATED SHEATHING(SPAN RATING 24/0) ON McWherler Residence
AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 2X6 STUDS AND PLATES: HEM-FIR NO.3/STUD GRADE EXTERIOR SURFACES NAILED AT ALL PANEL EDGES(BLOCK UNSUPPORTED EDGES), 9Pai".ar.,,aa u
SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TOP AND BOTTOM PLATES WITH 80 0 6' O.C. AND TO ALL INTERMEDIATE STUDS
TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, AND BLOCKING WITH 8D @ 12'O.C. ALLOW 1/8' SPACING AT ALL PANEL EDGES
CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON- IS. PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL II, AND ENDS.
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND �vrw
30ARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING KAY 8E C. FLOOR AND ROOF FRAYING: PROVIDE DOUBLE JOISTS AROl1ND ALL OPENINGS iN
GEOTECHIICAL JSED IN LIEU OF PLYWOOD. FLOORS OR ROOFS UWNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL
BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 160 NAILS. ATTACH
8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE A. ROOF SHEATHING SHALL BE 1/2' (NON.) WITH SPAN RATING 24/0. TIMBER JOISTS TO FLUSH HEADERS OR BEAUS WiTH METAL JOIST HANGERS IN
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF 3. FLOOR SHEATHING SHALL BE 3/4' (NOY.)WiTH SPAN RATING 40/20. ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MU TIJOIST BEANS TO-
SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER WALL SHEATHING SWILL BE 1/2' (NOM.) WITH SPAN RATING 24/0. GETHER WITH 16D @ 12' O.C. STAGGERED. UNLESS OTHERWISE NOTED ON TIE
-
FOR POSSIBLE FOUNDATION REDESIGN. PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXiS _- --
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS 0 6' O.C. TO FRAMED
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH Ai LEAST 18' BELOW ADJACENT PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND 9 12'O.C. TO
FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW 16. ILL MOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
COLUMNS OR WALLS ABOVE. BACKFiLL BEHIND ALL RETAINING WALLS WITH FREE TREATED WITH AN APPROVED PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
DRAINING, GRANULAR FiLL AND PROVIDE FOR SUBSURFACE DRAINAGE, BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR SHEATHING EDGES SHALL 14AVE APPROVED TONGUE.W-GROOVE JOINTS OR SHALL I W
PRESSURE I,500 PSF MASONWRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL U
ALLOWABLE SOIL P
LATERAL EARTH PRESSURE . . . . . . . . 15 PCF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO WZ
OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS SUPPORTS WITH 16D @ 12' O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR
GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD
AND COLUMNS, PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. 65
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GENERAL STRUCTURAL
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Structural Hold Downs
Stephen Scott Structural Hold Downs required to be Installed at LT
Foundation Wall-Pre Pour Inspection.
Approved for Issuance BIASITE
• n g I near I n
(P VIEW) LEGEND Changes
SI g
SPAN Submit changes for approval COPY
rior to performinn work
12'0 PLINTH,REINF.WITH----- - --COLUMN PER PLAN -
SE ENT
(6)/4 VERT.AND LIES x sEcnal DETAIL Reviewed for Code Compliance
/3 x O 0 3'oc CB SERIES POST BASE Mason County Building
———— DROPPED BEAMMEADER Department
FLUSH
OEM Mason County Permit Document
IF,0 PRESSURE-TREATED
BLD2025-00023
COLUMN ABOVE Epoxy Hole Inspection Required
0 COLUMN BELOW
Ft IALL-THREAD IIOLDOIN At
\+ ENO OF SREWWALL ADM .,.,. .:.. �..:.._...:._......_....._........__....:__. .:..,....:....:.::
\ F24
FOOTING SIZE AND - --------------- ----
REINFORCEMENT PER PLAN FOUNDATION PLAN NOTES i I I
it 1
I. WHERE NEW CONCRETE WALLS OR FOOTING I I
ABUT EX CONCRETE,PROVIDE DOWELSµ: + I
2'-0'TO MATCH HORIZ.REINFORCING,EMFED I
3/4" T'-0' 2 s'IN EPDXY ORCUT. t I 1
-- 2. SEE IO/S4.0 FOR TYPICAL HOIDOM F24 I 1
REQUIREMENTS AT CONCRETE WALLS AND
FOOTINGS 1
3. SLAB-ON-GRADE SHALL BE PLACED AND �: 1
PANEL EDGE NAILING CURED FOR A MINIMUM OF SEEN DAYS I
OVER ALL HOLDDOWN STUDS BLFORE RETAINING WALLS ARE BACKRU.ED. I
- SHEARWALL PER PLAN SEE RETAINING WALL DETAILS FOR SPECIFIC
HOLDDOWN PER PLAN ,�— CQErIGURATICIL 1
2x6 P.T.PLATE WITH /4 0 18"Oc VERL 2 I I
5/8"0 ANCHOR BOLTS PER (CENTERED) F24 I EXISTING AAB I
SW SCHEDULE(Q 48'oc FOOTNOTES 1 ON GRATE
ELSEWHERE 14 0 16'oc HORIZ.
1(2)AT TOP OF WALL] Q, WFIX D EESTING MACE WALL 0001K I
FmTDIM WELL NO TO EMBED FURTHER I I
SLAB ON GRADE SLAB-ON-GRATE THAN WE I'-E'MBIDAIY TO ill" I I 1
WHERE OCCURS I SUITABLE KANENG SOU APNRONIWTE
I PER PLAN ANFICIPAIED ORIN TO SOLL IS .I I
APPRaNAATFLY V-C BROW BOTTOM OF
ADAAM IORACE WALL O I I T
...........................................
Q VERIFY EXISTING FOOTING AT POST Alq F24 I I G6 g r AR,p
ml (2)MCONT.
CONTACT ENGDIW OF RECORD FOR POSSIBLEAEA OF DIS ONG.Olt PRWIDE AaMMI IUM FOOTING SIZE OF 7W FER MOTELIC SCTEOBLEred ' I I �PF�E-
FOOTING SCHEDULE
DRAINAGE PER MARK 92E *.,
ARCHITECTURAL sY sF24 — _ _ _------FOD 2'-C WAY BOnpl I STAB ON GRADE 1 _
3/4" = T'-O' 3 } PER,2/53.0
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• Shear Wall Inspection Required
Stephen Scott
p Shear Wall Nailing Inspection required for sw4 BUILT
Approved for Issuance SITE
an g i n a e r i n g
PLATE NAILING PER LEGEND Changes
SHEARWALL PER PLAN SHEARWALL SCHEDULE COPY
SHAH ESUbrMit changes for approval
SHEATHING NAILING r to performing work
PER PLAN E—•—> IXrO+r
(4)8d TO BLOCKING SECTION DETAIL Reviewed for Code Compliance
TRIM TONGUES AND/OR-- Mason County Building
GROOVES AT EDGE OF (2)IDd JOIST TO BLOCK
SHEATHING ———— DROPPED BEAY/TIEADER Department
JOISTS PER PLAN PEES'BEAM
Mason County Permit Document
(DIR.VARIES) (v.r.) PRESSURE-TREATED
BLD2025-00023
.. COLUMN ABOVE
2x RIM
(U.N.O.ON PLAN) ❑ COLUMN BELOW
BLOCK ONE BAY FULL \y ALL-THREAD HOLDOWN AT -----10
FROM EXISTING 4x6 •• --�
-----—
CONTINUOUS COLUMNS I
SUPPORTING EXISTING ROOF
SHEARWALL PER PLAN WHERE OCCURS WITH HUC410
IOd BOX TOE NAIL
EACH SIDE OF JOIST I °
TO PLATE ;� 1
FRAMING PLAN NOTES
3/4•' _ 1'_0" , I. SW_INDICATES SHEARWALL TYPE PER
SCHEDULE 8/310. REFER TO DETAILS FOR
TYPICAL SHEARWALL CONSTRUCTION. SEE ( LIO .T. EX 2.10 EX 2x10
ARCHITECTURAL DRAWINGS FOR ADDITIONAL 0 1 0
4K 16 ae 0 16 a
WALL INFORMATION. i .t
2. REFER TO GENERAL STRUCTURAL NOTES FOR !I� i-
FLOOR OR ROOF SHEATHING TYPE.THICKNESS,
AND NAILING. IIjII ;a
REMOVE SIDING AT-- - EXISTING FRAMING 3. COLINWS 91AU.BE DOUBLE STUD MINIMUM, T
LEDGER UNLESS NOTED OTHERWISE. SEE IT/S4.0. T
CONTINUOUS FLASHING- (2)ROWS I/4'0 X 31/2' /. AT ALL ANDSHE SPLICERWALIS PROVIDE DOUBLE top I -
PLATES AND SPLICE PER 12/54.0. I +
WITH DRIP EDGE(COORD. LONG SOS SCREWS 0 16'oc
WITH ARCHITECTURAL) (EACH ROW) �� S
FOOTNOTES T i
tr
DECK JOISTS PER 0 PROVIDE[WILL FRAMING AT(3)SIDES OF 4
PLAN WITH LUS28 HANGERS STAIR PLATFORM(24 STUDS 0 24'a)AND 11 _t�
9EATIE PER SWI.USING PRESSURE-TREATED ( ��•�� J ` LC i.
FRAYING AND PLYWOOD.THE WALL PANELS �Q
FASTEN TO THE POSTS AND FRAMING ABOVE n "i GE s a ARR�
,NO ANCHOR BOLTS PER
DTTIZ AT(4)LOCATIONS,-I EXISTING JOISTS Ott FOUNDATION
i ����•` < ��c°E SCHEDULE OR aR caNTINuaus FauIAATIEH "' e
EVENLY SPACED,LOCATE PERPENDICULAR TO WALL BELOW WALL ARE REQUIRED AT THIS
TENSION TIE WITHIN 24' LOCATION.
OF EACH E140 OF DECK S �o!•< :�` ��
FASTEN TO TOP PLATE OF WALL C VERIFY INTERIOR JOIST INSTALLATION
O D MUTE
BELOW WITH 3/8'o LAG SCREW TENSION FOR INSTALLATION E TICN I 2ONALE
EMBEDDED 3'MIN INTO PLATE. EXISTING FRAMING DETAIL).
I B TT M OF(SEE JOIST I e
DE1A1L).[F BOTTOM OF DECK JOIST DUES 4.6(P.l.)POSTS AT
FURRING MAY BE REOD IF NOT ALIGN WITH TOP OF TOP PLATE,THEN CL , s4e.vwr
DECK AND STAIR TIP.
DECK AND FLOOR JOISTS ARE OR JOISTS PER WILL HEED TO BE FURRED T DOM.NSION CATM��OR L�4 I OR DEEPER JOIST USED TO INSTALL TENSION I ....• •..---•-- -------- ----------- ----..__......--�.�— wram
DIFFERENT SIZE-CONTACT cARs 1
ENGINEER OF RECORD FOR TIES.IF JOIST IS HARED DOWN,CONTACT I' _ �e�
ENGINEER OF RECORD PRIOR TO 8
ALTERNATE CONNECTION A CONSTRUCTION FOR FASTENING DETAIL
PROVIOE(14)f r x I f LONG TITEN TURBO I § . / J
SCREWS AT HANGER TO CONCRETE WALL �� LI v �'/�� t t .
`'4 !� 'F ) McWherteResidence
HANGER SCHEDULE 1 4x01PT)_
MEMBER NNW FACE MAIL CAPAarY _ - -- —
(RAT ONLY) (CO-IA) 2x12(P.T.)NOTCHED STRINGERS --- -- r-Y Yam' ._—
ZO LUSM IOd COMMON, 10 5 0 0 11-M TIP.AT DECK STAIRS
PRE-MANUFACTURED GUARD FASTEN WITH LSC HANGERS
RAIL BY OTHERS,CONTACT LIO a 2112 UJ5t10 10d ONO IBA 0 TO HEALER BEAM AT DECK
ENGINEER OF RECORD FOR -- —
REOUIRED FASTENING DETAILS YE16Dt NAN0 FNE NAILING
PRIOR TO CONS RUCTION (sDPm t.ls)
_. ae LWM TOd x ly2 WEO 0 I -
ADDED BLOCKING FOR
FASTENERS AS REO'D PER W-16V
RAILING MANUFACTURER 24(P.T.)016'x I
r-r
JOISTS PER PLAN W
® MAIN FLOOR FRAMING PLAN BASEMENT WALLS U
Z
52.1 .ems i/4'.i-o• W
- HI CLIP AT JOIST TO BEAM p
W
--- - BEAM,POST,AND CAPS awe __-- - - 2
PER PLAN
0-1MAIN FLOOR
FRAMING PLAN �
Of
W
S2.1
BUILT•ngin••ring
® Stephen Scott
___.. Approved for Issuance SITE BUILT
• n g In • • r l n 9
Changes LEGEND COPY
Submit changes for approval SPAN
rior to erformin work
EXTENTReviewed for Code Compliance �Mason County Building SECTION°cA`L
Department ____ TIRED BEAM/HEADER
Mason County Permit Document RUSH
BLD2025-00023
COLUMN ABOVE
D COLUMN BROW
ALL-THREAD HM"AT I
�+ END OF SHEARWALL ABOVE
FRAMING PLAN NOTES
3/4- - 1'-0- 2 I. SW_INDICATES SHEARWALL TYPE PER
SCHEDULE 8/S4.0. REFER TO DETAILS FOR I I EX I=FRAMING
TYPICAL SHEMWALL CONSTRUCTION. SEE
.._..... ....
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
WALL INFORMATION. Ic_ EX ROOF FRAMING I EX ROOF FRAMIND.___
2 REFER TO GENERAL STRUCTURAL NOTES FOR •Y a
FLOOR OR ROOF SHEATHING TYPE,THICKNESS,
AND NAILING.
I COLUMNS SHALL BE DOUBLE STUD MINIMUM,
MESS NOTED OTHERWISE SITE 11/S4.0.
PAIFI EDGE NAILING PER 4. AT ALL SHEARWAILS PROVIDE DOUBLE TOP I
- PUN(8d 6'x U.N.0.) PLATES AND SPLICE PER 12/54.0.
I I
I i I
RAFTERS AND HANGERS i
PER PLAN �l -
2:LEDGER WITH(3)I6d
AT EACH STUD(16-oc)
SHEARWALL PER PLAN
iM I5]9H GpOB
V1 EMiTpAaNaNM.ran
McWherter Residence
90 E lsW�ae��a
PANEL EDGE NAILING PER NOTCH RIM OR PROVIDE SWATHE NEW EATERIOR WALL r L Y d M14r Y a rd r d r r
PLAN(8d 0 6-oc U.N.O.) SQUASH BLOCKING FOR
SNI PER PLAN NOTE I IMP.
FALL BEARING OF UNLESS NOTED OHMS[
BLOCK FULL-DEPTH OUTRIGGER
(VENT PER ARCHL.)
TRIM RAFTER TAILS
AS REQUIRED(SEE ® ""jO•""""r
ARCH'L FOR DIMS.) L ROOF UPPER FLOOR FRAMING PLAN MAIN FLOOR WALLS
SZt n k FAr-r-!
PQ AW(L W
I d MAX/U
Z
W
0
LAP SHEATHING CONT. RAFIER5 PER PLAN i IULI
U)
OVER RIM AND PROVIDE
PANE EDGE NAILINGBEVEL FLAW FOR
o.ws
PER SHEARWALL SCINEW FULL BEARIING,Np' ROOFIUPPER ROAMING PLAN FLOOR W
(8d 0 Voc ELSEWHERE) 1W WIDE (Y
W
— S EMI10ALL PER PEAK ...�.�
3/4» = I'-O- 4 S2•2
BUILT engin0ering
WINDOW SCHEDULE
FIRED
SITE BUILT
UILT
YSR3Ag n g COPY
-.
EXTERIOR DOOR SCHEDULE
yK Aff(t I IQ MWR _. —_
A r-r.K-M ana BIDER.IVIOVIOE suErc qA$$
[Ail
Non _-
1. ILL NEW WINDOW AM DOUR WAORS TO BE INSULAT D W/MINIMUM R-10 —
L PROVIDE SAFETY OWING AT ALL UNITS IN ACCOfmN10E WITH IRC R70&4 WHETHER
INDICATED OR NOT SCREENS 0 ALL OPERABLE SECTIONSR-39NMFOON ADDITION.
IION. NOTCH INSULATION AT ROOF OVER
!. EGRESS PER IRC SEC 710.
.- $UACOY ADDITION.NOTCH TOP OF BLOC(INC
BETWEEN RAFTERS TO VENT EACH BAY.AN AIRSPACE
TABLE R406.2 ENERGY EQUAUZATION CREDITS \ \ OF NOT LESS THAN I INCH(25 YY)SHALL BE
-. PROVIDED BETWEEN THE INSULATION AND THE ROOF
SICSYSREM HYPE 1)(WIPTIU4 0111.1 NEAIDIG SOURCE CREDITS A - O O NOT BE LE THE NET FREE VENTILATING HE
AREA SHALL
NOT ff LESS RUN 1/ISODI RE IFE AREA OF THE
5 IIFAIDUG SYSIEII BASE ON ELECTRIC RESISTANCE WITH 20 - SPACE VENTILATED. VENTILATORS HULL BE
INVERTER DITTO OUCRFSS HEAT PUMP 01 THE LAMEST ZGtE INSTALLED IN ACCORDANCE WITH THE
WANUFACTURERS INsrAuenax BNSIRUCT I015
TABLE R406.3 ENERGY CREDIT OPTIONSAREA OF NEW SUNROOM AND LOWER LEVEL ADDITION=RIB 3
--- o 0 0 0
AUDITIONS 150 SQUARE FEET TO 500 SQUARE FEET -20 CREDITS REWIRED.
REWIRED CREDITS ARE YET PER R406.2 ENERGY EQUALIZATION CREDITS _ _...
Stephen Scott ` o 0 0 0
Approved for Issuance
Changes --
AT NEW 7A6 E%IFAIOA WAllS,PROVIDE R21 CAVITY INSULARON.
Submit changes for approval AT RETAINING WALL PROVIDE 2,4 FURRING WITH RI!CAVITY INSULATION.
PLUS R-5 CONTINUOUS RIGID INSULATION AGAINST RETAINING WALL
prior to performingwork PROVIDE THERMAL BREAK BETWEEN RETAINING WALL AND SCR.PROVIDE
1 SOUTH ELEVATION RIO CONTINUOUS RIGID INSULATION BELOW SLAB ON GRADE
Reviewed for Code Compliance s J ,d. 1/4••r-p —
Mason County Building - --EXISTING WINDOW AND SLIDING
Department VERIFY MAXIMUM U-FACOR 0.l0,
AND SAFETY GLAZING AT DOOR
Mason County Permit Document
B LD2025-00023
B'SG
_ ___. McWherter Residence
® .� 90 E laae fnes+0.
tT
1W,ip ,Aw0U-4Mi
EIUS=WEOOD NID SU M
D=XMIE'D AT ADIXTHN
%VAR MU DIM U-FACIp0-CA
w.o�rr+wr.r
WEST
ATiON
W
0
z
W
0
Tn
W
ELEVATIONS Q'
W
S2.3 >0
BUILT engineering
® Stephen Scott
Approved for Issuance
SITE BUILT
Changes COPY engine ering
Submit changes for approval
prior to performing work
Reviewed for Code Compliance
Mason County Building
Department
Mason County Permit Document
B LD2025-00023
SHEARWALL PER KAII 2x6 P.T.PLATE WITH
�e'o ANCHOR BOLTS PER
SW SCHEDULE(0 48'oc
ELSEWERE)
BLOC(ONE BAY 0 6*00
3/4' T'-0" 2 3/4' V-0' 3 2x(P.T.)LEDGER
WITH h"O ANCHOR
BOLTS 0 32'oc
#4 0 12"oc HORIZ.
[(2)AT TOP OF WALL]
11'r SLAB-ON-(BADE
PER PLAN
S.PA
• • OA •'Je:Ir •V
q erSioiAL
•. ewan.r
.Ixe)rtf e0le
DRAINAGE PER
CONTRACTOR S r Oi0
3/4" 1'-0" 5 3/4" = 1'-0" 6 3/4' = 1'-0" 7 3/4' V-0' ,
McWherter Residence
90 E UM•iue��p
Aen WA
-----C THICK SLAB REINF.W/
W29xW2.9 6x6 W.W.Y.CTRD.
-CORNER BARS TO MATCH
j EXT.HOW REINF. -- —�,—•— --RIGID INSUL PER ARCHI.
— AS SHOWN TYPICAL (OMIT AT UNHEATED SPACES)
DOUBLE SLAB �- 6 Ma VAPOR BARRIER
CURTAIN TYPICAL24ORNER BARS - 4•FREE-DRAINING
241 GRANULAR FILL
/�--- CONTROL JOINT FORMER
CONTROL 'ZIP STRIP'11/2'DEEP
JOINT (JOINT MAY BE SAW-CUT
CORNER BARS TO MATCH AT CONTRACTOR'S OPTION) Lu
HORIZONTAL REINFORCING �����n�a� ,� CUT ALT BARS AT JOINT U
_-- (ALTERNATE HOOKS) POUR Ist POUR W
SINGLE PLASTIC JOINT KEY
CURTAIN --ADD'L - TYPICAL CORNER BARS "MEADOW BURW w
vERTs. I CONSTR. •—•— STOP REINF.I'CLEAR OF
24� JOINT .— JOINT EACH SIDE e••M� -
STRUCTURAL DETAILS W
W
TYPICAL CORNER BARS AT CONCRETE WALLS SLAB-ON-GRADE (INSULATED) 0
3/4" - V-O" 9 3/4" = 1'-0- 10 3/4" = 1'-0" 11 3/4" = 1'-0" 12 S3.0
BUILT engineering
® Stephen Scott
` Approved for Issuance SHEATHING PER SW SHEARWALL SCHEDULE BUILT
Changes SCHEDULE YARN SHEATHINGQ) AeLlM AT TP�A(ANEL`� RIM JOIST OR BLLx1UNG TO TOP PLATE BOTTOM PLATE ATTACHMENT e n 9 1 n a a r I n g
Submit changes for approval PANEL sam TJI RIM JJOIOM STBEELOWW0 N TO AOW BOLT SILL
ATr u
rior to erformin work ONE-SIDE D ❑® ELIOESQI
SHEARWALL SWI 15/32'COX PLYWOOD 2x 8d 0 8'oc AM•24c I6d•6-z 16d•6bc WO 0 On 2x
Reviewed for Code Compliance plr 15/32'cox PLYWOOD 3z 99 OVE A35•WSW N/A-USE SOLID RIM IN 0 YOc Wo 0 on 2x 1
Mason County Building
Department SHEATHING PER SW 0 WALL SHEATHING SHALL CONSIST OF ARA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/0'SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16'ARA RATED
SHEATHING(OSB)MAY BE USED IN PLACE OF 15/32'COX.
Mason County Permit Document 4 SCHEDULE (2) STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF(2)2x STUDS IN PLACE OF 3x STUDS-NAIL(2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING.
TWO-SIDED ® O BLOCK ALL PANEL EDGES W/2x4 FLAT,ATTACH W/PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REWIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL
STAGGER ANCHORS
BLD2025-00023 RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH Bd 0 12'oc.
AT TWO-SIDED
SHEARWALL 4 Bd NAILS SHALL BE 0.131-DIAMETER x 21/i )'(COMMON I6d NAILS SHALL BE OAW DIAMETER x 31/i(BOX).
- SHEARWALLS � )'
ANCHORS TO CONCRETE SHALL CONSIST OF CAST-IN-PLACE ANCHOR BOLTS,EXPANSION BOLTS,EPDXY GROUTED ALL-THREADS,OR TITEN HD HEAVY DUTY SCREW ANCHORS.
x- CAST-IN-PLACE ANCHOR BOLTS HAVE A 7-EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5'EMBED AND
ANCHOR BOLT WITH PLATE- - SHEATHING PER SW SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5'(INSTEAD,USE EPDXY GROUTED ALL-THREADS OR IITEN HD ANCHORS). EPDXY GROUTED
WASHER PER SW SCHEDULE SCHEDULE ANCHORS SHALL HAVE 5"EMBED AND 21/2'MIN.EDGE DISTANCE. TITEN HO ANCHORS SHALL HAVE 31/2'EMBED AND 1M4 MIN.EDGE DISTANCE. AT ALL ANCHOR BOLTS,
(0.229'x 3'SWARE) PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229'(3 GAUGE)x Yx 3'(SIMPSON BP6/I-3 OR SIMILAR). PUCE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL
TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT
3/4" = 1'-0" 1 -1/2" = I'-0" 2
SITE
COPY SHEARWALL PER PUN / -PANEL EDGE NAILING BLOCKING(OR JOIST) -- - BOTTOM PLATE NAILING
PER SW SCHEDULE PER FLOOR AND ROOF / PER SW SCHEDULE
DETAILS
NAILING TO MATCH -- �- \ - NAILING TO MATCH JOISTS PER PLAN - - -- Az
BOTTOM PLATE NAILING BOTTOM PLATE NAILING (DIR.VARIES)
PER SW SCHEDULE \ PER SW SCHEDULE
- PANEL EDGE NAILING FULL DEPTH BLOCKING- TOP PLATE CONNECTION
SHEARWALL PER PLAN PER SW SCHEDULE (OR RIM AT EXTERIOR) PER SW SCHEDULE
PANEL EDGE NAILING („f...P-4,?
SHEARWALL PER PLAN j -NAILING TO MATCH BLOCK ALL PANEL EDGES - - -- - PER SW SCHEDULE L•LR
BOTTOM PLATE NAILING
PER SW SCHEDULE ANCHOR BOLTS&WASHERS -
SILL PLATE PER SW- PER SW SCHEDULE A ,xar w
SCHEDULE \ !r••" •0���
\ jPANEL EDGE NAILING 4joRACt�
PER SW SCHEDULE
INTERSECTINGPANEL EDGE NAILING
NON-SHEARWALL PER SW SCHEDULE JI e�P
�N ZSJ 4995WG
li � ire�n..tlrurlv-Lre.
Structural Hold Downs
Structural Hold Downs required to be installed at TYPICAL SHEARWALL INTERSECTIONS TYPICAL SHEARWALL SECTION
Foundation Wall-Pre Pour Inspection.
3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4., = 1'-0,.
McWhener Residence
90 E late rae-t P'
HODOWN STUDS/POST PER SC EDULE-- NAIL HO.DOWN STUDS W/
PROVIDE PANEL EDGE NAILING (2)IOd 0 6"cc. _OVER ALL HOLDOWN STLID5 qt(4 (8)I6d•4-oc STAGGERED
ROWS AT POST TYPICAL DOUBLE TOP PLATE EACH SIDE OF SPLICE
LI HDU HOLDOWN W/i/x 9 x (I6d•12 a ELSEWHERE)
11 21/2'SOS SCREWS
II
11 CONCRETE STEMWALL PER
--_---II- PLAN(6•MIN. THICKNESS)
CONT./4 x 6'-0-EA —-
SIDE OF AB(WRAP MOUND ,IIII 1 l_---ALL THREAD PER SCHEDULE � �OYFN S�
CORNER AS REO'D)AT HDU8
HlA00WNS OR LARGER
SO PER SCHEDULE 0
SSIB PER SCHEDULE PLATE WASHER PER SCHEDULE
kw
HDU HOLDOWN SCHEDULE - OR HEADER PLAN
PLAN
AT STEIMIU AT FOOTING m MITPOSTO LLI
YIYQf A8 F11BED ALL-THREAD WYaS1ER EMBED 4z WALL 6x WALLI TT -
HDU4 6/x'0-585/8 x 24 18- b'0 q4 50 x/2'1 9- 1(21120 2 2x6 I STRUCTURAL DETAILS Uj
-MULTI-STUD PER PLAN WITH I Iw-
O) " NL-nWE/D Mf_Mff eISEN PER SOEDUIE MO I1WBE MR IxN101 {'-0 ML Ill SIICES
OR EaH/Al[Nr s PAI 0AlD U NGIH HEASUREO TO TOP OF MWW. NAILING PER GEN.NOTES < -----t Lij
m r11MM SIZE if POST IAIO ON FRAMING PUNS T
TYPICAL MULTIPLE—STUD POST CONSTRUCTION TYPICAL TOP PLATE SPLICE CONSTRUCTION U
3/4" = 1•-0' 9 3/4- = I'-0- 10 3/4- = 1'-0- 11 3/4" = 1'-0" 12 S4.0 �