HomeMy WebLinkAboutCOM2023-00035 Reroof Equipment Bldg - COM Inspections - 5/7/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584
SHELTON:360-427-9670,EXT 352
COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352
Building,Planning,Environmental Health.Community Health ELMA:360-482-5269,EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspectio hp
Permit Number COM2023-00035 Date Issued 0 8/1 812 0 2 3 Issued By
Project HEAVY EQUIPMENT BLDG-REROOF AND FRAMING INSIDE THE BUILDING
Site Address 2321 W DAYTON AIRPORT RD
Applicant STATE OF WASH;DEPT CORRECT WCC
Contractor
Contractor Phone
Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type
Permit Type NEW COMMERCIAL PERMIT Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
"THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED."
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building Building Official: Community Services Designee
Department
Concrete Setbacks Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing
Other
Final Building 5-,q-2 J TL
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
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Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
E
3-00035 NEW COMMERCIAL PERMIT
DESCRIPTION: HEAVY EQUIPMENT BLDG - REROOF AND ISSUED: 08/18/2023
NSIDE THE BUILDING
ESS: 2321 W DAYTON AIRPORT RD SHELTON EXPIRES: 02/14/2024
PARCEL: 420090060000
APPLICANT: STATE OF WASH;DEPT CORRECT WCC OWNER: STATE OF WASH;DEPT CORRECT WCC
DEPT CORRECTNS;PROP UNIT DEPT CORRECTNS;PROP UNIT
SHELTON, WA 98584 SHELTON,WA 98584
1.561.669.3838
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 15000.00 $15,000.00 Building Permit Fee $1,641.36 $0.00
ESTIMATION..) State Fee-Commercial $25.00 $0.00
Project Valuation (BID, 175000.00 $175,000.00 Technology Surcharge $54.16 $0.00
ESTIMATION..) Plan Check Fee $1,066.88 $0.00
Total: $190,000.00 Totals : $2,787.40 $0.00
REQUIRED INSPECTIONS
Footing Inspection Framing Inspection
Shearwall Inspection BLD-Final Inspection
CONDITIONS
WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic
wind speed for Mason County is 85 MPH.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable
provisions of the current code and the manufacturer's installation instructions.
A drip edge shall be provided at eaves and gables of shingle roofs.
Printed by:Amber Selby on:08/18/2023 01:31 PM
Page 1 of 3
Mason County
lop Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW COMMERCIAL PERMIT COM2023-00035
Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,
Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an
unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
* Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a
permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor
& Industries (L&I).
For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-
4000.
* All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* All building permits shall have a final inspection performed and approved by Mason County Building Department prior to
permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property
records on file with Mason County as being non-compliant with Mason County ordinances and building regulations.
* The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade
in undisturbed soils.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
* When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and
approved by the Washington State Department of Transportation. For more information contact Washington State
Department of Transportation, at(206)357-2620, ext. 630.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
Printed by:Amber Selby on:08/18/2023 01:31 PM
Page 2 of 3
Mason County
Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
NEW COMMERCIAL PERMIT COM2023-00035
When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For any construction which is proposed to be located within 25'of a Mason
County road right of way, it is suggested to contact that office to review future planned work which may affect your project.
For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building
permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled
and approved.
" CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND THE ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All
construction must be in conformance with the international codes as amended and adopted by Mason County. Any
corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting
additional inspections.
Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly
corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of
pressure treated material.
* All property lines shall be clearly identified at the time of foundation inspection.
Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and
MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either
private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an
existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance
contact the Mason County Public Works Department prior to construction at Ext 450.
1 hereby certify that I have read and examined this application and know the same to be true and correct.
All proviNen
and Ooncv( rning this type of work will be complied with whether
specifie . The rmit does not presume to give authority to violate or cancel
the provther segulating construction or the performance of construction.
Issued B
Contractor or Authorized Agent: - 2-1) Date: te lU Z
Printed by:Amber Selby on:08/18/2023 01:31 PM
Page 3 of 3
z
sor Dry MASON COUNTY COMMUNITY SERVICES Il/1 ZD�3�W�35
°_ rr PERMIT ASSISTANCE CENTER: Permit No: W
•BUILDING•PLANNING•FIRE MARSHAL
615 W.Alder St-Shelton,WA 98584 R �( �(,U.1-�(
v Phone Shelton.(360)427-9670 ext 352 • Fax:(360)427-7798 Phone LCiI �G
Beltair(360)275-4467•Phone Elma:(360)482-5269
BUILDING PERMIT APPLICATION
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: State of WA;Dept.of Corrections NAME: To be Determined
MAILING ADDRESS: 2321 W Dayton Airport Rd MAILING ADDRESS:'
CITY: Shelton STATE:WA ZIP:98584-0974 CITY: STATE: ZIP:
PHONE#1: 360-432-1508 PHONE: CELL:
PHONE#2: EMAIL:
EMAIL: kevin.loresch@docl.wa.gov L&I REG# EXP.
CONTACT PERSON: OWNER❑ CONTRACTOR❑ OTHER®
NAME: Garner Miller,MSGS Architects MAILING ADDRESS: 510 Capitol Way South
CITY: Olympia STATE: WA ZIP: 98501 PHONE: 360-943-6774 CELL:
EMAIL: garnerm@msgsarch.com
PARCEL INFORMATION: HEAVY EQUIPMENT MAINTENANCE BUILDING
PARCEL NUMBER(12 Digit Number) 420090060000 ZONING
LEGAL DESCRIPTION(I ENTIRE SECTION EX N OF RIW,El/2 SE NE,SW SW&E1/2 Et/2 _FIRE DISTRICT 16
SITE ADDRESS 2321 W Dayton Airport Rd CITY Shelton
DIRECTIONS TO SITE ADDRESS From Shelton:Head North on HWY 101,Head Weston 102,W Dayton
Airport Rd.for ml es,site on the left.
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO❑
IS PROPERTY WITHIN 200 Fr: (Check all Met apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR K OTHER ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.) Commercial Building
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS N/A NUMBER OF BATHROOMS N/A
HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part[sj ojBldg)❑ NO❑
DESCRIBE WORK Remove existing roofing and replace with new.
(Valuation/Project Bid Amount:S 390,000 �
SOUARE FOOTAGE:
IST FLOOR 9,000 sq.ft. 2ND FLOOR N/A sq.ft. 3RD FLOOR N/A sq.ft. BASEMENT N/A sq.ft.
DECK N/A sq.ft. COVERED DECK N/A sq.ft. STORAGE N/A sq.ft. OTHER NIA sq.ft.
GARAGE N/A sq.ft. Attached❑ Detached❑ CARPORT N/A sq.ft. Altached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE N/A MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
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 permit/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
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
x oAM\=?'
Signature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PERMIT SPECIALISTS Intake: tanner: pproved&Ready for Pick-Up: 71
Visit us on-line: http://www.co.mason.wa.us/community_dev/ Rev 12712016 byAN
RECEIVED
MAR 2 0 2023
�BaN Co�N�A 615 W. Alder Street
MASON COUNTY COM 262'�7- DDo2J-
COMMUNITY SERVICES DEPARTMENT
Mason County Bldg. 8, 615 W.Alder Street Shelton,WA 98584
` www.co.mason wa.us (360)427-9670 ext.352 Belfair(360)275-4467 Elma(360)482-5269
NON-RESIDENTIAL RE-ROOF APPLICATION
Q_ Roofing Sq ft area 9,000 Type of Roofing to be Applied Single-ply Membrane TPO
ii ;;� Number of existing layers 1 Roof Pitch: 1/4 per foot Tear off: X Yes _No
or Unknown,
Existing,
Use of building U Construction Type:CombustabIRoofinL- Classification A
TIC) (Occupancy classification) (wood,steel frame,masonry etc.) ** See note below (A,B or Q
Include manufacture specifications verifying materials meet roofing classification.
B&C roofing classifications require site plan drawn to scale.
Will insulation be installed? XYes No
Existing Insulation,describe : None
Existing roofs shall be insulated to the requirements of R-38 if electric heat, R-30 all others, IF:
a.The roof is uninsulated or insulation is removed to the level of the sheathing or
b.All insulation in the roof/ceiling was previously installed exterior to the sheathing or nonexistent.
Roof ventilation,describe : Non-vented
Roof deck&insulation Inspection required before new roofing materials can be applied
Name of Business: State of WA; Dept. of Corrections
Subject Property Address: 2321 W Dayton Airport Rd, Shelton, WA. 98584
Assessors parcel number(s)• 420090060000
(Address and parcel number required for all applications)
Owner: State of WA; Dept. of Corrections
Mailing address: 2321 W Dayton Airport Rd City: Shelton State: WA Lip: 98584-0974
Phone ( 360 )432-1508 FAX ( ) E-Mail: kevin.loresch@docl.wa.gov
—Expedited permits may be obtained for class A roofing
1 hereby authorize Mason County representative(s) to inspect my property Monday-Friday between the hours of 8 a.m. and 5
p.m.during this permit application process for purposes of verifying site conditions.
Owner: /�--�� Date: CA p ��
of V) Lo
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WASHINGTON CORRECTIONS CENTER U _nl
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HEA VY EQUIPMENT MAINTENANCE BUILDING o E
APPROVED AS NOTED
2327 W Dayton Airport Rd. , Shelton, WA 98584 R°° a°��°D�m°�R-C-1 �I01
U °
II,eR� blTr�l �
P ojac151a,I cJmply W�IM1 PermB cmOlVons 3s nPNF1 PO
Slate Prolecf No. 2022-315 �`"� °��°°` "�° ft-y `'
Fuwre to nar9 pemin RM pans on see may r9puiry
Elnepenan.
Special Inspection Required '"I dW "'"'p.I PRIG to insuAalion or fietl dargea.CBanpes m •
MSGS Prolecf No. 22- 116 Approval of this application =°� ° ""°"`�°I"'H""�'
includes special inspection
pursuant to Chapter 17 of IBC.
See attached special """'7- TDLd°°DD`Dgham
inspection outline. Mason County
Permit Document
COM2023-00027
CODE COMPLIANCE:
N ERNATgNAL BUILDIG CODE 208 EDITION
ARCHITECT: NTERNA L NAL FIRE
C coon 20I9 EOI N
RRERWIIMJNAL RRE CODE?JIB EDBION I I�
MSGS ARCHITECTS WASHINGTONS-E ERGYLCODEM 8E PFKM TIDN W Z
510CAPITOL WAYS.OLYMPIA.WA 98501 TER NCDON Wore AMENDMENTS..81ED"DfF N
CONTACT:GARNER MILLER.PROJECT ARCHITECT CAMPUS MAP FD,.SCAT. W II—
F 36.352.7005x112
0 PROJECT DATA: Z
E GARNERM®MSGSARCH.COM W
PARCEL NUMBER: apO900DOppO
LEGALDESCRIPTION: ENDRESECTIONEXNOFR/W.EI/2SENESWSW4EI/2EI/2 V
BUILDING ENVELOPE CONSULTING: TON S EAREA: EMI—.-REWNI DO
_ WAREUC110N—PE: UNKNOWN IIX6TING.COMBUSTIBLFI CIO DO
NEXUS OCCUPANCYTYPE: U(E%ISTING,NO CHANGE) W
747HIRE SPRINKLER: NONE IMF— CHANGE) 0`
47 FAWCETT AVE..TACOMA,WA 98402 _�� TRACTOR ACM �` SURDINGSE 9—SF IAPPRO%.1,IEX6TRHG.NO CHANGE)
CONTACT:TODD WOLF
F MA IAL: CLASS A
P 253625-7090
E TWOLFUNEXUSBEC.COM \ O
r- --� ---- ----- ---- SCOPE OF WORK: Za o N
STRUCTURAL ENGINEER: I r T RMO`/E Ex6TING BUILT-UP ROOF AND TAPERED CRICKETINSULATION TO PLYWOOD ROOF DECK. V .,. 6 0
_ I I REPLACE WITH NEW SINGLE-PLY ROOFING AND TAPER CRICKET INSULATION SYSTEM.REMOVE AND
PCS STRUCTURAL SOLUTIONS I W
REPLACE PORTION OF PLYWOOD ROOF DECK AND WOOD)CST.REMOVE AND REPLACE SHEET W H N
1250 PACIFIC AVE,P701,TACOMA.WA 98402 METAL SCUPPERS.CONDUCTOR BOXES AND DOWNSPOUTS.REMOVE OUTDOOR STORAGE SHELTER
I I I I I ° SWOOD STuo EAR WALIS.IMSYSiFM.PAICM SELECt IX6TING CMU BLOCK AND PROVIDE Z - O
CONTACT:JEFF KLEIN P.E. NEW
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P 253.383.2797
E JKLEIN®PCS-STRUCTURAL.COM
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GENERAL NOTES -a--
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THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS.ANY DISCREPANCIES ROOF OVERHANGS FASTENER TYPE DIAMETER LENGTH EQUIVALENT SPACING o h nl -5FOUND AMONG THE DRAWINGS,THE SPECIFICATIONS,THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL (INCHES) (INCHES) (INCHES) w E W .a:a
BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK DONE BY NEGATIVE PRESSURE(PSF) Bd COMMON WIRE 0.131 2-1/2 6 4 3 +_
THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL Bd'DIPPED GALV.BOX" 0.131 2-112 6 4 3
EFFECTIVEWIND '^i0
CONTRACTOR'S RISK.THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL ZONED M r
DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.THE STRUCTURE HAS BEEN DESIGNED AREA 8d COOLER 0.113 2-1/2 4-1/2 3 2-1/2
TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL 1 2r 2e 3 14 GA.STAPLES 0.080 1-1/2' 6 4 3 ( \ o
ELEMENTS HAS BEEN COMPLETED.STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE 16 GA.STAPLES 00.148.062 1.12' 4 3
RESPONSIBILITY OF THE GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB 10 SF -24.3 39.2 -31.1 -39.2
SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES;TEMPORARY SHORING,FORMWORK,BRACING; tOd COMMON WIRE 3 6 4 3
USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES.PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE 20 SF -24.3 -37.3 -30.5 -35.1 10d'HOT DIPPED GALV.BOX' 0.148 3 6 4 3
STRUCTURES DURING CONSTRUCTION PER SEVASCE STANDARD NO.37-14"DESIGN LOADS ON STRUCTURES 10d'SHINY BOX" 0.131 3 4-12 3 2-1/4
DURING CONSTRUCTION.' S0 SF -25.9 -34.8 -29.6 -29.7 16d COMMON WIRE 0.162 3-1/2 6 4 3
CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN 1DO SF -27.0 -33.0 -29.0 -25.7 16d SINKER NAIL 0.148 3-1/4 5 3-1/4 2-12
ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES.
500 SF -27.0 -31.1 -28.4 1 -21.6 'BASED ON 1932'PLYWOOD OR OSB. �
STANDARDS
ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018INTERNATIONAL BUILDING CODE WOOD SHEATHING(STRUCTURAU:SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY.SHEATHING ON
(IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. 1.VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD(OSB).PLYWOOD SHEATHING SHALL BE
2.WALL ZONES ARE AS DEFINED BY FIGURE 30.3-1 IN ASCE 7-16 FOR LOW RISE BUILDINGS. 5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATEGORY 3/4'OR THICKER.WOOD SHEATHING SHALL BE
CONTRACT DRAWINGS/DIMENSIONS 3.ROOF ZONES ARE AS DEFINED BY FIGURES 30.3-2 THROUGH 30.3.7IN ASCE 7-16 FOR LOW RISE BUILDINGS. 'STRUCTURAL r CONFORMING TO PS1-D9 AND/OR PS2-10.ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED
ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.CONSULTANT DRAWINGS BY OTHER GRADING AGENCY.SPAN RATING SHALL BE PROVIDED AS FOLLOWS:ROOF FRAMING AT 32"O.C.(48124);ROOF
DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS.REPORT DIMENSIONAL OMISSIONS OR SEISMIC:(ASCE 7-16) FRAMING AT 24-O.C.(37/16);WALLS(32116);FLOORS(4824)ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT
DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL,MECHANICAL,ELECTRICAL OR CIVIL ALL PANEL EDGES UNLESS NOTED OTHERWISE.
DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEISMIC IMPORTANCE FACTOR,le=1.0
RISK CATEGORY OF BUILDING PER IBC TABLE 1604.5=II
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS.PRIMARY SPECTRAL RESPONSE ACCELERATIONS Ss=1.548&St=0.592 GLUE-LAMINATED MEMBERS:CONFORM TO ANSV8 DIF FORA19 C.MEMBERS SHALL BE COMBINATION PANS
STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF SITE CLASS PER TABLE 20.3-1=D D b=2400 FIR v=2DF)FOR SIMPLE SPANS;AND 24F-VB DF FOR CANTILEVERED AND/OR CONTINUOUS SPANS lL
STRUCTURAL PORTION OF WORK.SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED,SUCH AS WALL DESIGN SPECTRAL RESPONSE ACCELERATIONS SDs=1.238&Sot=0.592 (Fb=2400 PSI,Fv=265 PSI,E=1.BX10e6 PSI). ~
Z Z
CONFIGURATIONS,INCLUDING EXACT DOOR AND WINDOW LOCATIONS,ALCOVES,SLAB SLOPES AND DEPRESSIONS, SEISMIC DESIGN CATEGORY=D MEMBERS INDICATED IN STRUCTURAL DRAWINGS AS'PPT"SHALL BE PRESERVATIVE PRESSURE TREATED LL
CURBS,ETC.VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING COMBINATION 24F-V5 SOUTHERN PINE(SP)(Fb=2400 PSI,Fv=300 PSI,E=1.7X10"6 PSI).
SECTIONS.STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY PIPES,DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE.CONFORM TO SHEET V
ARCHITECTURAL DRAWINGS.DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION,INC.PUBLICATION*SEISMIC RESTRAINT ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED TO VIEW;INDUSTRIAL APPEARANCE WHERE NOT N
REOUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. MANUAL:GUIDELINES FOR MECHANICAL SYSTEMS".SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA EXPOSED TO VIEW.ALL MEMBERS TO HAVE EXTERIOR GLUE AND HAVE AN APPROVED GRADE STAMP.CAMBER Z LU
DESIGN CRITERIA PAMPHLET13. AS SHOWN ON STRUCTURAL DRAWINGS. Mason County U
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FRAMING LUMBER:STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER Permit Document 1=-
POST-INSTALLED ANCHORS INSPECTION BUREAU(WCLIB),WESTERN WOOD PRODUCTS ASSOCIATION(WWPA),OR OTHER AGENCY Z 0
VERTICAL LOADS U W
POST-INSTALLED ANCHORS:SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE(ALSC)TO GRADE UNDER ALSC CERTIFIED �
DESIGN DEAD CONCENTRATED THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST- GRADING RULES. COM2023-00027 W Z h
AREA LOAD LIVE LOAD LOADS INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.CARE SHALL BE TAKEN IN
ROOF 15 PSF 25 PSF 300k PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR.INSTALL IN ACCORDANCE WITH THE SPECIES AND GRADE(BASE DESIGN VALUE) o
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY 1. 6x BEAMS AND HEADERS.'DOUG FIR-LARCH'NO.1(Fb=1350 PSI,Fv--17D PSI) 0 e-
THE MANUFACTURER HOLES SHALL BE HAMMER DRILLED ONLY(ROTARY DRILLED ONLY AT UNREINFORCED 2. 2x TO 4x JOISTS,PURLINS AND HEADERS."DOUG FIR-LARCH"NO.2(Fb--M PSI,Fv=180 PSI)OR'HEM-FIR' 3
MASONRY-NO HAMMER TOOLS). NO.1(Fb--975 PSI,Fv-150 PSI) U W
SNOW(MINIMUM ROOF SNOW LOAD=25 PSF) 3. 6x POSTS AND COLUMNS."DOUG FIR-LARCH'NO.1(FG1000 PSI) Z 1-7
SUBSTITUTION REQUESTS,FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW,SHALL BE SUBMITTED FOR 4. EXTERIOR STUDS,INTERIOR BEARING WALLS AND 4x COLUMNS.'DOUG FIR-LARCH'NO.2(Fb--900 PSI,F� 0 d 0
Pg=25 PSF=GROUND SNOW LOAD APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID,ALONG WITH CALCULATIONS THAT SHALL BE STAMPED BY A 1350 PSI)OR"HEM-FIR'NO.1(Fb--975 PSI,Fc=1350 PSI). 3
Pf=0.7CeCtIsPg=FLAT ROOF SNOW LOAD PROFESSIONAL ENGINEER(LICENSED IN THE STATE OF THE PROJECT)DEMONSTRATING THAT THE 5. INTERIOR NON-BEARING STUD WALLS."DOUG FIR-LARCH'NO.2(Fb=900 PSI.Fc=1350 PSI)OR'HEM-FIR"NO.1
Ps=CsPf=SLOPED ROOF SNOW LOAD SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES(MINIMUM)OF THE (Fb--975 PSI,Fc=1350 PSI) Z N
Is=1.0 Ce=1.0,Ct=1.0,Cs=VARIES SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S)AS REQUIRED BY 6. 2x&3x T&G DECKING:'DOUG FIR-ARCH'COMMERCIAL(Fb=1450 PSI,E=1700 KSI) r
THE BUILDING CODE. 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING.-DOUG FIR-LARCH`NO.2(Fb--900 PSI,Fc=1350
LATERAL FORCES PSI),OR'HEM-FIR'NO.1(Fb=975 PSI,Fc=1350 PSI). _
CONCRETE ANCHORS: 8. UTILITY&STANDARD GRADES NOT PERMITTED. Q Lu
LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO EXISTING SHEAR WALLS. -ADHESIVE ANCHORS:HILTI HIT-HY 200 V3(ICC-ESR-4868),HILTI HIT-RE 500 V3(ICC-ESR-3814),DEWALT =
LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS PURE 110+(ICC-ESR3298)OR SIMPSON SET-3G(ACC-ESR-4057)OR PRE-APPROVED EQUAL. STRUCTURAL COMPOSITE LUMBER(SCL):SHALL BE MANUFACTURED BY REDBUILT LLC.,OR PRE-APPROVED
RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION.OVERTURNING IS RESISTED BY DEAD 'CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION.
EQUAL IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS CONFORMING TO A CURRENT
LOAD OF THE STRUCTURE. 'CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE
EVALUATION REPORT.
MANUFACTURER.
WIND: 'HOLE SHALL BY HAMMER-DRILLED ONLY.
MIINIMUM DESIGN VALUES:
'DO NOT INSTALL IN WATER-FILLED HOLES.
00 PSI,Fv=285 PSI,E= 00
THE BUILDING MEETS THE CRITERIA TO USE THE'ENCLOSED,PARTIALLY ENCLOSED,AND OPEN BUILDING OF ALL 'INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED ANY POSITION EXCEPT DIRECTLY 1. 2x SCL: Fb= 1 KSI 8
( 2. 1-3/4'SCL: Fb=2600 PSI,Fv=285 PSI,E=1800 KSI
HEIGHTS PROCEDURE"PER ASCE 7-1 6. DOWNWARD)ANCHORS SHALL ALSO BE CERTIFIED BY THE ACVCRSI ADHESIVE ANCHOR 3. 3-1/2'SCL: Fb=2900 PSI,Fv=285 PSI,E=2DD0 KSI
INSTALLER CERTIFICATION PROGRAM. 4. 5-1/4'SCL: Fb=29DO PSI,Fv=285 PSI,E=2D00 KSI
-EXPOSURE CATEGORY=B -EXPANSION ANCHORS:KWIKBOLT TZ2(ICC ESRA266)BY HILTI,INC.,OR PRE-APPROVED EQUAL. 5. RIMBOARRAPA/EWS PERFORMANCE RATED RIM(PRR-401)
-BASIC WIND SPEED,(3 SEC.GUST)V&T=97 MPH -SCREW ANCHORS:KWIK HUS-EZ(ICC ESR•3027)BY HILTI,INC.,OR PRE-APPROVED EQUAL.
-RISK CATEGORY PER IBC TABLE 16D4.5=II MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, TosSI.F'
-TOPOGRAPHIC FACTOR Ku=1.0 MASONRY ANCHORS(SOLID GROUTED MASONRY): WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS.SUBSTITUTIONS MUST MEET OR
-INTERNAL PRESSURE COEFFICIENT(ENCLOSED)=3 0.18 -ADHESIVE ANCHORS:HILTI HIT-HY 270(ICC-ESR-4143)OR PRE-APPROVED EQUAL. EXCEED MOMENT,SHEAR,AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING.
COMPONENTS AND CLADDING LOADS,SEE THE FOLLOWING TABLES: _EXPANSION ANCHORS:KWIKBOLT III(ICC ESR-1385)BY HILTI,INC.OR PRE-APPROVED EQUAL.
ROOF SURFACES t -SCREW ANCHORS:KWIK HUS-EZ(ICC ESR3D56)BY HILTI,INC.OR PRE-APPROVED EQUAL. PRESERVATIVE TREATED WOOD REQUIREMENTS: ■3 VRAI
POSITIVE NEGATIVE PRESSURES(PSF) MASONRY ANCHORS(HOLLOW MASONRY/: TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED.
PRESSURES -ADHESIVE ANCHORS:HILTI HIT-HY 270 WITH SCREEN TUBES AT HOLLOW CMU&UNREINFORCED BRICK Structural Solutions
EFFECTIVE WIND (PSF) MASONRY(ICC-ESR-4143&ICC-ESR-4144)BY HILTI,INC.OR PRE-APPROVED EQUAL USING THE PRESERVATIVE CONNECTORS& Seattle I Tacoma Portland
AREA APPROPRIATE SIZE SCREEN TUBE REQUIRED BY THE MANUFACTURER. APPLICATION SPECIFIED MATERIAL TREATMENT(1) FASTENERS(2X3)
ZONE'
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ALL ZONES 1 2r 2e 3 MASONRY FOUNDATION SILL PLATES, 2x,4x,Bx(FIR),OR SBX GALV(1360)
10 SF 16.9 25.0 39.9 31.8 31.8 TOP PLATES&LEDGERS ON GLULAM(SP) WIT SET FEB 2DM
GROUT:GROUT FOR POURING SHALL BE A FLUID CONSISTENCY.CONFORM TO ASTM C476 AND TMS 402. o CONCRETE OR MASONRY ACA,CBA,CA GALV(13185)
20 SF 16.0 -25.0 36.4 -29.6 -29.6 fg=2500 PSI MINIMUM AT 28 DAYS. of WALLS(4)
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26 7 -26 7 GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT AND BEFORE LOSS OF o FRAMING,DECKING, 2x&4x(FIR) ACQ,CBA,CA GALV(GIBS)
50 SF 16.0 -22.7 31.9. PLASTICITY IN A MANNER TO FILL THE GROUT SPACE.GROUT POURS GREATER THAN 12 INCHES SHALL BE POSTS&LEDGERS
RECONSOLIDATED BY M 2x,&4x(CEDAR) NONE GALV(G90)
MECHANICAL VIBRATION 15 TO 20 MINUTES AFTER PLACEMENT TO MINIMIZE VOIDS DUE
100 SF 18.0 -20.9 -28.4 -24.5 -24.5 3 ACQ SP OR GLULAM FIR ( ) ,CBA,CA&COLUMNS 6x( ), GALV(G185)
TO WATER LOSS.GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED,OR BEAMS ---------------_-
PUDDLED. COVER AND KEEP DRY ALL MASONRY WORK DURING CONSTRUCTION AND PREVENT MOISTURE 6x OR GLULAM(CEDAR) INONE I
WALL SURFACES t ABSORPTION INTO MASONRY UNTIL THE ROOFING IS COMPLETE.
POSITIVE PRESSURE(PSF) NEGATIVE PRESSURE(PSF) 1. CCA:CHROMATED COPPER ARSENATE NOT PERMITTED FIR:DOUG-FIR OR HEM-FIR
EFFECTIVE WIND CARPENTRY SBX
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ALKALINE COPPER BORATE SP:SOUTHERN PINE
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AREAAREANL RIO S RESERVED THESE DRAWINGS PRE
4 5 4 5 NAILS:CONNECTION DESIGNS ARE BASED ON NAILS WITH THE FOLLOWING PROPERTIES: CBA&CA:COPPER AZOLE 7HE PROP OF MSGS ARCHITECts Mo
ME NOT TO BE USED OR REPRODUCED IN
2. CONNECTORS:JOIST HANGERS,STRAPS,FRAMING CONNECTORS,COLUMN CAPS AND BASES,ETC. P N wlTtwuT PRIOR wRIrrEN
PERMISSSSI ON..
10 SF FASTENERS:MACHINE BOLTS,ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS 20.9 20.9 -22.3 -26.4 PENNYWEIGHT DIAMETER(INCHES) LENGTH(INCHES)
20 SF 20.2 20.2 -21.6 -24.9 8d 0.131 2-12 AND NUTS.NAILS,SPIKES,WOOD SCREWS,ETC. Sn etrme
1Dd 0.148 3 3. G60,G90&G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS.BATCWPOST HOT-DIP
50 SF 19.3 19.3 -20.6 -23.0 16d 0.148 3-1/2
20d 0.192 4 GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS.
100 SF 18.6 18.6 -19.9 -21.6 HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER
ALL NAILS AND STAPLES SHALL CONFORM TO ASTM F1667 INCLUDING SUPPLEMENT 1. ASTM B695,CLASS 55 OR GREATER. GENERAL NOTES
50D SF 16.9 16.9 -18.2 -18.2 FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY
BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS. 4. AT CONTRACTORS OPTION,LEDGERS AND TOP PLATES F MINIMUM EL 8 FEETSEPARATED
GRADE ON
CONCRETE OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A
SELF ADHERING ICE&WATER SHIELD BARRIER(40 MIL MINIMUM).
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MSGS Rolect No,
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GENERAL REQUIREMENTS:PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE,AS OTHERWISE ABBREVIATION LIST „IDS H U E
SHOWN.STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS.ALL WOOD IN CONTACT WITH m /)\ o c
CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE A AT HDR HEADER E f 'n q
TOPPINGS ON WOOD FLOOR SYSTEMS.HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% A.B. ANCHOR BOLT H6R HANGER
SOLUTION OF COPPER NAPHTHENATE.BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1I32'TO A m W
MAXIMUM OF 1116"LARGER THAN THE BOLT DIAMETER.PROVIDE CUT WASHERS WHERE BOLT HEADS,NUTS AND ADD'L ADDITIONAL HORIZ. HORIZONTAL
LAG SCREW HEADS BEAR ON WOOD.PROVIDE A MINIMUM 3'x3"x0.229'PLATE WASHER ON ALL ANCHOR BOLTS A.F.F. ABOVE FINISH FLOOR H55 HOLLOW STRUCTURAL SECTION
WHICH CONNECT MUD SILLS TO FOUNDATION.DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS,EXCEPT AS v
ALLOWED BY IBC SECTIONS 2308.4.2.4,2308.5.9.2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, ALT. ALTERNATE HT HEIGHT n
OR AS APPROVED PRIOR TO INSTALLATION.REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE L�
GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. ARCH. ARCHITECTURAL INT. INTERIOR
WOOD SHRINKAGE AND CONSOLIDATION:SHRINKAGE OF WOOD MEMBERS AND CONSOLIDATION OF BEARING 13LD'6 BUILDING J5T JOIST
WALLS IS EXPECTED FROM TIME OF FRAMING UNTIL AFTER BUILDING IS PUT IN SERVICE.MECHANICAL, BLK'& BLOCKING JT JOINT
ELECTRICAL,AND PLUMBING SYSTEMS SHALL BE CONSTRUCTED TO ACCOMODATE 1l4'OF TOTAL SETTLEMENT
PER STORY. BM BEAM L ANGLE
FRAMING CONNECTORS:SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY B.O.F. BOTTOM OF FOOTING L.F.R.S. LATERAL FORGE-RESU5TIN6 SYSTEM
SIMPSON STRONG-TIE COMPANY,SAN LEANDRO,CA.,OR PRE-APPROVED EQUAL.PROVIDE MAXIMUM SIZE AND BOT. BOTTOM L.L. LIVE LOAD
QUANTITY OF NAILS OR BOLTS PER MANUFACTURER,EXCEPT AS NOTED OTHERWISE.PROVIDE LEAD HOLES AS
REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS.REFER TO PRESERVATIVE TREATED WOOD BRB BUGKLIN6 RESTRAINED BRACE LLH LONG LE&HORIZONTAL
REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND
FASTENERS. BR6 BEARING LLV LONG LEG VERTICAL
BTWN BETWEEN LOG. LOCATION
MISCELLANEOUS: B.U. BUILT UP L5L LAMINATED STRAND LUMBER
PRE-APPROVED SUBSTITUTIONS:SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS (G=) CAMBER LVL LAMINATED VENEER LUMBER LL
OF THESE GENERAL NOTES AND THE SPECIFICATIONS,AND IF COMPLETE WRITTEN ENGINEERING DATA FOR ~
CANT. CANTILEVER MAX, MAXIMUM Z Z
EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS
PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT.DATA IS TO INDICATE CODE CF5 GOLD-FORMED STEEL M.B. MACHINE BOLT IL 0
BASIS BY YEAR,AUTHORITY FOR STRESSES AND STRESS INCREASES,IF ANY,AND AMOUNT OF EXPECTED U
DEFLECTION FOR FLEXURAL MEMBERS UNDER(1)TOTAL LOAD AND(2)LIVE LOAD ONLY.ALL INCREASED COSTS G.J. GONTROL/CONSTRUCTION JOINT 1'IECH. MEGHANICAL to
IN MECHANICAL,SPRINKLER ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR ¢ CENTERLINE MEZZ. MEZZANINE Z . aO
STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. Mason County LIJU
SHOP DRAWINGSISUBMITTALS GLR. CLEARANCE MFR MANUFACTURER 0 Q 3
GMU CONCRETE MASONRY UNIT MIN. MINIMUM
Permit Document
THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE U W o
STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. COL. COLUMN MISC. MISCELLANEOUS COM2023-00027 Uj Z H
STRUCTURALENGR. BLDG.DEPT. GONG. CONCRETE MTL METAL w Q t
1. STRUCTURAL COMPOSITE LUMBER I X X CONN. CONNECTION N.F. NEAR FACE 0 � 0
CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X
3. GLU-LAMINATED MEMBERS X X GONST. CONSTRUCTION N.S. NEAR SIDE U W o
SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY CONT. CONTINUOUS NTS NOT TO SCALE Z Q
PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION CONTR. CONTRACTOR O.G. ON CENTER 0 3
AND THE CONTRACT DOCUMENTS.THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL M—
SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCEISPECUAL GOORD. GOORDINATE OPN'6 OPENING Ut (� N
INSPECTION SECTION: G.P. COMPLETE PENETRATION OPP. OPP051TE Z LLJ N
STATEMENT OF SPECIAL INSPECTIONS: CTRV CENTERED P.A.F. POWDER ACTUATED FASTENER =
SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. G.Y. GUBIG YARD PERP. PERPENDICULAR W
2
STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES DBL. DOUBLE R PLATE 3
SYSTEM
CONCRETE ANCHORS POST-INSTALLED IN HARDENED CONCRETE ACI 318:17.62 DGW DEMAND CRITICAL WELD P.P. PARTIAL PENETRATION
(MECHANICAL ANCHORS INSTALLED IN ANY PERIODIC INSPECTION TO INCLUDE A MFR EVAL REPORT D.F. DOUGLAS FIR P.P.T. PRESERVATIVE PRESSURE TREATED
DIRECTION AND ADHESIVE ANCHORS INSTALLED X QUANTITY OF 10%WITH A MINIMUM OF MFR PUBLISHED tE`I
VIA,OR• DIAMETER P.S.F. POUNDS PER 5QUARE FOOT �u f.
DOWNWARD) (5)ANCHORS INSPECTED PER INSTALLATION �g INSTALLER
ON A DAILY BASIS. INSTRUCTIONS DIAG. DIAGONAL P5L PARALLAM
ANCHORS POST-INSTALLED IN HARDENED CONCRETE ACI 318:17.8.2 A�r
(ADHESIVE ANCHORS INSTALLED HORIZONTAL OR MFR EVAL REPORT DIM. DIMENSION P.T. P05T TEN51ON ,R,h cress. 4s
UPWARDLY INCLINED) X MFR PUBLISHED P.L. DEAD LOAD PW, PLYWOOD
INSTALLATION
INSTRUCTIONS DWG DRAWING REINF. REINFORCEMENT
\1ASCrdRy PLACEMENT OF GROUT X TMS 602:ART 3.5&3.60 DWL DOWEL REQ'D REQUIRED
OBSERVE PREPARATION OF GROUT SPECIMENS, X PERIODIC INSPECTION PERMITTED FOR TMS 602:ART 1AB.2.0,1AB2b.3 (E) EXISTING SCHED. 501-EDULE
MORTAR SPECIMENS AND/OR PRISMS RISK CATEGORY I,II,AND III STRUCTURES 1.4B.2.c.3,1.4B.3 d IAB.4
EA, EACH SGI. STRUCTURAL COMPOSITE LUMBER a F
structural Solutions
TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL E.F. EACH FACE 5HT'6 SHEATHING Seattle I Tacoma I Portland
BE DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL,ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. EL. ELEVATION 51H. 51MILAR www.pcs-structural.com
STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. ELEV. ELEVATOR 5.0.6. SLAB ON GRADE PERMIT SET FEB 2(RT
STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS:
EN6R ENGINEER 50. SQUARE
s PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES.
EQ. EQUAL STD STANDARD R-W— Cb Pg Dale
x REVIEW OF TESTING AND INSPECTION REPORTS. E.W. EACH WAY STIFF. STIFFENER e------
REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. EXP. EXPANSION STL STEEL
EXT. EXTERIOR STRUCT. STRUCTURAL --------------------------
GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. FDN FOUNDATION T4 B TOP 4 BOTTOM
THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE —---'""------- ----'---
STATEMENT OF SPECIAL INSPECTION. F.F. FAR FACE T46 TONGUE AND GROOVE
FLR FLOOR THIRD THREADED P LMI RESERVED MESE DRAWINGS PRE
THE PROPERTY OF MSGS PRCWTECTS AND
F.O.M. FACE OF MA50NRY T.O.F. TOP OF FOOTING �-NERTO R,w�R ORRo RcTN
PERMISSION.
F.O.S. FACE OF STUD T.O.S. TOP OF STEEL
sneer Rne
FRM'6 FRAMING TRT'D TREATED
F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL
F.5. FAR 51DE U.N.O. UNLESS NOTED OTHERWISE
FT6 FOOTING U.T. ULTRASONIC TESTED GENERAL NOTES
CA. 6A6E/6AU6E VERT. VERTICAL
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DRAWINGS. FINISH FLOOR=0-0'ABOVE FINISH RD n\ o c'
FLOOR UNLESS NOTED OTHERWISE.
2. INDICATES WOOD STUD WALL.
Special Inspection Required 3. —INDICATES EXI5TM6 CONCRETE KALL N'
FOOTING. UNLESS NOTED OTHERWISE.
Approval of this application U o
4. INDICATES EXI5TIN6 8'CONCRETE
Includes Special inspection MA50NRY WALL.
pursuant to Chapter 17 of IBC. 5. FV
ORIGINATING EXATIN&STEEL
FOUNDATION.CLUMNS
See attached special
b. [X/Y] INDICATES SPECIAL BUILT-UP WOOD �
inspection outline. STUD COLUMN REQUIREMENTS UNDER
t- HEADER.FOR TYPICAL FRAMING
REQUIREMENT5 AT OPENING IN
STRUCTURAL WALLS SEE I/S3.02 FOR
TYPICAL DETAIL.[2/1]UNLESS NOTED
OTHEMSE.
T. 1A INDICATES SPECIAL MOOD STUD WALL.
SEE 2/53.02 FOR SCHEDULE.
8.FOR TYPICAL WALL FRAMING DETAILS SEE SHEETS 53.02 LJJ
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O 53.01 0;; 53.01
[3/2] IA .. . 1A PERMIT SET FEB 2)23
(E)I6"x16' — R-i— cbsing Dale _
MA50NRY COL. (E)4'-O'x4'-O'x10k1 (E)8'GMU MASONRY - -�
TYP. DEEP FIG-TYP WALL,TYP. --
FOUNDATION PLAN
PHE RIO PE RESBNED MESS DRAWINGS ARE
52.01 I/8° =I-m' THE PR TTOBOFF15OR ARCHITECTSAND
IN
PRE NOT ro BE IISED OR REPRODUCED IN
PINY MANNER,WITHOUT PRIOR W RIREN
PERMISSION.
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Permit Document FOUNDATION
COM2023-00027 PLAN
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ROOF FRAMES NOTES: $g � $c
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Special Inspection Required 1) COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWM65. o y U
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2) SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FALL E.
Approval of this application RESTRAINTS.SEE DETAIL 5/53.01 FOR TYPICAL DETAIL FOR
CONNECTION TO 5TRUGTURE. ^D
includes special inspection r
37 WHERE EXISTING SHEATH1,16 IS DETERIORATED,PROVIDE NEW b
pursuant to Chapter 17 of IBC. SHEATHING PER 4/53.02. r ,
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inspection outline.
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PROVIDE NEW PROVIDE NEW
SHEATHING FOR SHEATHING FOR Seattle Tacoma Portland
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EXTENTS OF EXTENTS R 4
JOISTS PE 4 JOISTS OF
4 PERMIT SET FEB 2023
3. 3.0
Revivons Closing Dala
ROOF FRAMING PLAN
ALL RIGHTS RESERVED THESE DRAWINGS ARE
THE PROPERP OF MSG$ARCHITECTS AND
Mason County ARE NOT TO BE USED OR R®ROWCED IN
ANY MANNER.WITHOUT PRIOR WRIREN
Permit Document PERMISSION.
S .TMe
COM2023-00027
ROOF FRAMING
PLAN
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MSGS Prq f No.
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SLAB ON GRADE AT BOTH SIDES 30 a
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PER g W/GONG.SCREW SIMP50N LSTAq STRAP �.E
3.m3 ANCHOR PER 2 OVER EA.J015T NOTE, a o
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SHTG (E) ) EXAMPLE ONLY.A DOES a
STUD WALL EDGE NAILING I! FLAT 2x BLK'G o 32'O.G. NOT REPRESENT A �
PROVIDE FOR(5)JOIST HE5 SPECIFIC WALL
FINISH (E)5.0.6. BAYS 5 GTURAL GENE At-
GRADE EDGE NAILING FOR REQUIREMENT5 IN SOLID AND
HOLLOW SHELL MASONRY,EMBED �•.,,.
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--- — rr DAMAGED LOCATIONS
(E)CM STUD WALL '`'-=:*`r,';,:y`_ - -PROVIDE GROUT STOP
�5HT'G WALL AT 130TTOM OF EXPOSED
SHTG CELLS AND FILL TO TOP
BLK'G d ANCHOR -....-�STUD WALL OF BLOCK.REMOVE
PER 3 4x4 BL.K'G W/ FOR CLEAN EDGE OF
FACE OF EXISTING SHELL
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5 SECTION 6 SECTION T SECTION 8 SECTION
53.01 NO SCALE 53,01 NO SCALE 53.01 NO SCALE 53.01 NO 5GALE .3 Special Inspection mM
FCS
(E)HOLE Periodic special inspections are required in accordance
LOCATIONS with IBC Sections 1704 and 1705, and are also applicable Structural Solutions
a
(E)2x BLK'6 FIELD for IC1Stolte"3tfrJnS UI1dE'r tilt' lR{�,. Seattle I Tacoma Portland
NEW HOLES (E)GMU VERIFY CONNECTIONSmimpcs-structuraLcom
a. SHTG-NEW OR(E) 1�w Mason County The approved special inspector must be on the ) PERMIT SET FEB X23
Permit D4CUt11en# itiallyy during anchor installation to verify anchor type;
(E)PIPE COL. H2.SA o nchor dimensions, adhesive identification and expiration Rew§_ ���e
EA.-15T GOPh2023-0OC27
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P20VID W ate, masonry type, masonry compressive strength,11/2' le dimensions, hole cleaning procedures, anchor
-5HRINK GROUT MIN. (E)BASE It ► W OR(E)J5T _ pacing, edge distances, masonry wall thickness, anchor Special Inspection Require�(E)SLAB ON GRADE (E)V4000 p p Q t)edment, tightening torque, base-material temperature,
f DBL TOP R Approval of this application nd adherence to the manufacturers printed installation _
$ BLK'G a structions (MPII).
,� EM DRAWINGS ME
ANCHOR includes special inspection MPROP REOFKtS1�,MCKMCISAND
'�1/�i/ PE 3 d ME NOT TOnof ZED OR
R&ROEcrs,wo
53.m1 pursuant to Chapter 17 of IB. - MI�S.SIION 9E LLtE�OR RFPRO�UCEI)IH
The special inspector must verity the initial installations. M MANNER WTHOUT PRIOR WRITTEN
f each type and size of adhesive anchor by construction
5HT'G See attached special� p tsonnel on the site.
STUD WALL inspection outline.
p Subsequent installations of the same anchor type and
ize by the same construction personnel are permitted to FRAMING
performed in the absence of the special inspector. Any DETAILS
q SECTION 10 SECTION _ _ ange in the anchor product being installed or the
os3.01 NO SCALE 53.01 No SCALE ersonnel performing the installation requites an initial
o inspection. For ongoing installations over an extended
m period, the special inspector must make regular S3 O inspections to confirm correct handling and installation of
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TABLE I-SHEAR WALL REQUIREMENTS
(b)Ibd HDR TO BE TIGHT 1/2'CONCRETE _E.
TYP. TO TOP le UNLE55 KALL SIDES SHEATHING EDGE EDGE FIELD BOTTOM SCREW ANCHOR RIM/13LOGKIN6
OTHERWISE 5HOWN MARK SHEATHING NTH NAILS NAILING FRAMING NAILING PLATE SPAGRIG CONNECTOR TO A, o
(4)16d SHEATHING NOTE 2 ON CENTER ON CENTER TOP PLATE BELOW a
TYP. DROPPED FRM'G (EMBED)
r --—— � AS REQD FOR A I5/32' (I) 10d b' 2x 12' 2x 24'
ANCHORS HEAD EL.
BLK'6 PER 3 A35 TYP PROVIDE DBL.SILL t TABLE 2-STUD REQUIREMENTS FIRST CHARACTER INDICATES SPECIAL SHEAR
s3.o HEAD R AT EXT.WALL STUD 51ZE AND NUMBER STUDS WALL REQUIREMENTS PER TABLE I
OPN'G5 GREATER THAN MARK REQUIRED AT SECOND CHARACTER INDICATES SPECIAL STUD
ANCHORS AND BLK'G AT SPACING
STUDS ABOVE AND BELOW _ 1'-0'U.N.O.BY ARCH. MEMBER BEARING SPACING PER TABLE 2
(E)OPENIN65 PER I! '---------- I 2xb a 12'O.G. (1)
r-� - r xx INDICATES SPECIAL STRUCTURAL WALL MARK.
X/Y, Special Inspection Required
2.ALL EXTERIOR WALL5 AND ALL DESIGNATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEATHING Approval of this application
EDGES.E06E NAILING APPLIES 70 ALL TOP AND BOTTOM PLATES,VERTICAL JOINTS,HORIZONTAL
'X'INDICATES NUMBER 'Y'INDICATES NUMBER BLOCKED JOINTS,WALL CORNERS,SEE DETAIL 3/53.02.WN InCIUdeS special inspection
OF FULL HT STUD OF BR&SPUDS UNDER 3.WHERE SOLID SA STUD LENGTH CANNOT BE OBTAINED,STRUCTURAL COMPOSITE LUMBER STUDS MAY BE SUBSTITUTED.
AD SAWN FRAMING TO END OF END OF HDR SOLID SA FRAMING MAY NOT BE SUBSTITUTED FOR SPECIFIED STRUCTURAL COMPOSITE LUMBER FRAMING.
DJ pursuant to Chapter 17 Of IBC.
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See attached special z z
TYPIC.AI STUD ICONSTRUCTION AT HEADER InSpectlOn OUtllne. W 0
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3.02 3/4'= 1'-0' 3.02 1'=1'-0' O U o.
Permit Document Q ;
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DIAPHRAGM NAILING SCHEDULE COM2023-00027 W Z r
DIAPHRAGM LOCATION NAILS SPACINGDO NOT NAIL IN Q t
PENETRATION AREA 0 0
DIAPHOF RAGM DIAPHRAGM
10d 4'O.G. TOP OF WALL -� U w o
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UNLESS NOTED e1� ,~^ = 3
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PANEL EDGES HOLE TOP� / N
PIPE/CONDUIT PENETRATIONS _ SEE NOTE 2 Z 1
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WALL TYPE 2 BOUNDARY NAILING OVER INTERIOR SHEAR WALLS. I'MIN.EDGE / = I o I
EDGE NAILING NAILING SEE 3m DISTANCE I e I I
JT IN 10d FACE NAILING ALL FA5TNER5 I I BOT.OF WALL
BLK'G GTR 5TRAP ON i
SHT'G SHALL V DRIVEN DBL.TOP /
AT PANEL EDGE FLUSH W/SURFACE DBL.TOP R apt � ily
74 FIELD NAILING STAGGERED NAILING SPACING 2x THE —
OF 5TRUGT.PANEL DO 1RI F TOP PI AT RFINFOR-MFNT LARGER I Ic
NAILING U.N.O. HOLE
SHi'G 3. 2x MIN. DIAPHRAGM BM OR WALL NOTES: _
(2)2x MIN. BOUNDARY BELOW 1. BORING,GUTTING,AND NOTCHING DIAL MIN. I 'D'MAX.=40%14 _
EDGE NAILING STRUG7. I WALL FRAMING OTHER THAN I I OR LESS PER MIN.
INDICATED HERE REQUIRES PRIOR 2 HOLE DIA I I EDGE DISTANCE
PANEL TYP. _ ____ _ I __ APPROVAL FROM ENGINEERx .OF I I
OR b'MIN.
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RECORD. 1' N.EDGE
SUPPORTED `I I 2 BORING,GUTTING,AND NOTCHING 2•MAX. I DISTANCE AFTER
SHT'G PANEL .I WITHIN THE MIDDLE 1r3 OF THE ( I BARINGNMPCS
EDGES STUD HEIGHT 15 NOT ALLOWED CONT.PANEL 'W'/b MAX.WITHOUT PRIOR APPROVAL FROM —
EDGE NAILING DETAIL FIELD NAILS ENGINEER OF RECORD. StR1CtUC8I Solutions
ED6E5 3.NOTCHING AS INDICATED 15 Seattle I Tacoma I Portland
1. PANEL EDGE NAILING AND PLATE NAILING SHALL BE STAGGERED IN ALL GASES. WALL OR I HOR PERMITTED ON ONE FACE OF THE www.pcs-structural.com
WALL ALONE.
2.5HEATHING JOINT SHALL OCCUR AT COMMON MEMBER UNLESS IT OCGUR5 AT A HDR I OPN'6 PER PLAN
SPECIFIED DOUBLE MEMBER. BELOW 4.MAXIMUM BORED HOLE DIAMETER PERMIT SET FEB 2023
3.EDGE NAILING APPLIES TO AREAS INDICATED. ORIENT LONG E06E IN STUD'D'MAXIMUM.LIMITED TO
PANEL PERP.TO FRM'6 25%.'W'AT FAULT-UP STUDS.
UNSUPPORTED MEMBERS U.N.O. R—w— Cm ND.I.
PANEL EDGE -
ROOF RAFTERS
IYPIGAI SHFARWAI L NAILING TYPICAI-DIAPHRAGM NAILING Al I OWABLF 5H ARWAI I STUD PORING.CUTTING AND NOTCHING
SCHEDULE r4_"�SCHEDULE (_5"),DETAIL - - - -
3.02 3.02 I•=1'-0' 3.02 1' = 1'-0° -------- ---
KL RIGHTS RESERVED THESE DRAWINGS ARE
TIE PROPER OF MSGS ARCHITECTS AND
ARE NOT TO BE USED OR REPRODUCED IN
ANY MANNER.WITHOUT PRIOR WRITTEN
PERMISSION.
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DETAILS
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DO NOT NAIL IN Special Inspection Required yrn o_
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HOLE FAGE NAILED Approval of this application
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DIAMETER STRAP (2)ROWS Ibd n
'D'INCHES JT IN TOP (1b'O.G.- pursuant to Chapter 17 of IBC. U o
STRAP 'D' 0'<'12'<215' NO STRAP REQUIRED 2x R (18)16d MN.TABLE �� DBL.
TABLE 2x8 215'<'D'<4' (2)ST6224 NUTH(12)Ibd EACH END TOP(� See attached special
PIPE HOLE t inspection outline.
/CONDUIT
HOLE PIPE
EQ. EQ. JT 1N BOT.
5'-0'LAP MN. 2x It Mason County •
Permit Document
DBL.TOP R GTR STRAP ON
DBL.TOP R COM2023-00027
TYPICAL REINFORCING AT WAL I DOUBLE TOP PLATE PENETRATIONS
DETAIL ��SECTION
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NOTES, V J
I. BOTTOM SILL PLATE SHALL BE PRESERVATIVE
PRE55LRE TREATED. SEE GENERAL NOTES FOR N rn
GALVANIZED REQUIREMENTS FOR CONNECTORS AND
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FASTENERS. O U o.
2.HOLES IN BOTTOM PLATE SHALL 13E A MINIMUM OF Q 3
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BOLT DIAMETER. SLOTTED HOLE
3.HOLES,CUT5,AND NOTCHES IN 3x OR 4x Lu Z y
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PRESERVATIVE PRESSURE PLATES SHALL 13E WASHER! NUT O EQ TREATED WITH A 41%SOLUTION OF COPPER � tt
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4.OVERSIZE WASHERS MAY BE USED IN LIEU OF 13P5.
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TYPI AI BOTTOM PLATE ANCHORAGE Nz
PCS
Structural Solutions DETAIL Seattle I Tacoma I Portland
www.pcs-structural.corn
PERMIT SEE FEB 2D23
Revisions CMatlrp Dal°
All RIGHTS RESERS'ED THESE DRAWINGS ARE
THE PROPERTY OF MSGS ARCHITECTS AND
ARE NOT TO BE USED OR REPRODUCED IN
ANY MANNER.WITHOUT PRIOR WRITTEN
PERMISSION.
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FRAMING
DETAILS
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