HomeMy WebLinkAboutCOM2023-00025 Reroof - COM Inspections - 5/7/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584
il MASON COUNTY SHELTON:360-427-9670,EXT 352
COMMUNITY SERVICES BELFAIR:360-275-"67,EXT 352
Building,Planning.EnviMnmenlelIlealth.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-inspection,p p
Permit Number COM2023-00025 Date Issued 08/18/2023 Issued By
Project STEAM PLANT-REROOF
Site Address 2321 W DAYTON AIRPORT RD
Applicant STATE OF WASH;DEPT CORRECT WCC
Contractor
Contractor Phone
Primary Code 201 IBC,IRC,IFC,IEC,IMC,& Type
UPC
Permit Type REROOF-COMMERCIAL 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
Department Building Official: Community Services Designee
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 - - t
Manufactured Setbacks Setup
Home
Concrete Foot/Runners Final
Other
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Mason County
4i Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
FPROJECT
23-00025 REROOF- COMMERCIAL
DESCRIPTION: STEAM PLANT-REROOF ISSUED: 08/18/2023
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
ARCHITECT: GARNER MILLER MSGS ARCHITECTS
510 CAPITAL WAY SOUTH
OLYMPIA, WA 98501
1.360.943.6774
FEES: Paid Due
Technology Flat Convenience $5.00 $0.00
Fee
Re-Roof Commercial Base Fee $190.00 $0.00
State Fee-Commercial $25.00 $0.00
Totals : $220.00 $0.00
REQUIRED INSPECTIONS
Re-Roof-Final Inspection Progress Inspection
CONDITIONS
Roof Covering: IRC section R905 & 907
Selected roof covering must be installed in accordance with manufacturer's specifications and IRC requirements. A drip edge
shall be provided at eaves and gables of shingle roofs.
Roof Slope: IRC Chapter 9.
Roof slope must be indicated to ensure selected roof covering is allowed on designed pitch.
" Attic Ventilation: IRC section R806
Enclosed attic and rafter area shall be supplied with cross-ventilation.
Printed by:Amber Selby on:08/18/2023 01:35 PM
Page 1 of 2
Mason County
41k Mason County - Division of Community Development
615 W. Alder St.
Building 8
Shelton, WA 98584
360-427-9670 ext 352
www.masoncountywa.gov
REROOF- COMMERCIAL COM2023-00025
OWNER/BUILDER acknowledges 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, owners legal representative, or
contractor. 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 authorized agent 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 IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* Insulation: IECC Chapters 4 & 5 WSEC Residential Provisions.
Roofs without insulation in the cavity and where the
sheathing or insulation is exposed during re-roofing shall be insulated either above or below the sheathing. Insulation is not
required for roofs where neither the sheathing nor the insulation is exposed. (Reference IECCMSEC R101.4.3)
* A progress inspection during reroof shall be made by the inspector prior to final inspection being scheduled.
I hereby certify that I have read and exam
yh d is application and know the same to be true and correct.
All provisions of Laws and Ordinances g v ning�this type of work will be complied with whether
specified herein r not he granting of p mit des not presume to give authority to violate or cancel
the provisions any they sta /local la �Igulatinconstruction or the performance of construction.
Issued B
Contractor or Authorized Agent: y Date:
Printed by:Amber Selby on:08/18/2023 01:35 PM
Page 2 of 2
RECEIVED
MAR 2 0 2023
P60 Co 615 W. Alder Street
MASON COUNTY COM 2-523 -60025
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
lSc:1
NON-RESIDENTIAL RE-ROOF APPLICATION
Roofing Sq ft area 4,375 Type of Roofing to be Applied Single-ply Membrane
Number of existing layers 1 Roof Pitch: 1/4 per foot Tear off: X Yes _No
Unknown,
Existing,
Use of building U Construction Type:CombustablRoofine Classification A
(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? Yes X 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 ntimber(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 Zip: 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. c
Owner: Date: 0Ago Al. zZ
L.O M
SON NTY S STANCE CENTER:TY SERVICES
PER 2023-QQn2 5
Permit No:
•BUILDING •PLANNING•FIRE MARSHAL
615 W.Alder St-Shelton,WA 98584
_ y Phone Shelton:(360)427-9670 ext.352 • Fax:(360)427-7798 Phone
Be/Wr.(360)275-4467• Phone Omit:(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:
CL CITY: Shelton STATE:WA ZIP:98584-0974 CITY: STATE: ZIP:
PHONE#l: 360-432-1508 PHONE: CELL:
PHONE#2: EMAIL:
EMAIL: kevin.loresch@docl.wa.gov L&1 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:
(n EMAIL: garnerm@msgsarch.com
V PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) 420090060000 ZONING
LEGAL DESCRIPTION(E ENTIRE SECTION Ex N OF RM/,E7@ SE NE,SW SW&E112 E11/2 —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 3.5 miles,site on the left.
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑
IS PROPERTY WITHIN 200 FT: (Check all ant apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW ❑ ADDITION ❑ ALTERATION❑ REPAIR K OTHER F1
USE OF STRUCTURE(Residence,Ousse,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[s]ojBldg)❑ NO❑
DESCRIBE WORK Remove existing roofing and replace with new.
(Valuation/Project Bid Amount:$ 442,000 )
SOUARE FOOTAGE:
IST FLOOR 4,375 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 N/A sq.ft.
GARAGE N/A sq.ft. Attached❑ Detached❑ CARPORT N/A sq,ft. Attached❑ 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 permitlapplication 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) Z
x ��--- OZOZZ✓
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 make: Planner: lApproved&Readv for Pick-Up:
Visit us on-line: http://www.co.mason.wa.us/community_dev/ Ra 1.2712016 by r8N
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Shan comply-Perms m B"s n w—LI.
2327 W Dayton Airport Rd. , Shelton, WA 98584 Th.P.. Oe on me aT me am.mB.nspemke
State Prolecf No. 2022-315 Falry b haropwmatlpasons4amay a.
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MSGS Prolecf No. 22- 116
Todd Cunningham
COM2023-00025
Mason County
Permit Document
CODE COMPLIANCE:
ARCHITECT:
R+TERNATIONAL ewlnr+G coDE tole EDIIIOH
MSGS ARCHITECTS NATONALELECTRICALCODE2019EDTBOry
MJTERNATIONAL PRE CODE—MiDN
510 CAPITOL WAYS.OLYMPIA,WA 98501 CAMPUS MAP TERNATIONAL EUSnNG BUDDING CODE MIS MON LU I.IJ
CONTACT:GARNER MILLER.PROJECT ARCHITECT r+or To scALE _HINGTON STATE ENERGY CODE M1B EDTION
P 360.943.6774%112 INTER
F 360.352.7005 L
wASHINGTON STATE AMENDMENTS.20I8 EDRION
E GARNERM@MSGSARCH.COM W
PROJECT DATA: LJJ V
L A20U9WbDLYIo
BUILDING ENVELOPE CONSULTING: FAKE NUMBER TQ c ( TON LEGAL. UCRIPPON ENTRESKMN NOFR/w,El/RSENESWSWAEI/2EI/2 Q -
_ SnEAREA: R.SS.E0 ACRE J Do
Do
NEXUS CONSTRUCTION TYPE: UNKNOWN IEnS—COM—BLE)
747 FAW CETT AVE..TACOMA,WA 98402
CaNTRACTOR ACCESS OCCUPANCY:PF: NONE(—INO CHANGEI
CONTACT::ODD WOLF FIRE SPRINKLER: NONE F(AP RO NO CHANCEL
P TWOLFONEX �-- BULDNGSF: C SF IAPPROX.),IE%LSnNG.NO CHANCEL O
E :WOLF@NEXUSBEC.COM � ROOF MAn:auL CLASSA
STRUCTURAL ENGINEER: i i T —I SCOPE OF WORK: V O `V
PCS STRUCTURAL SOLUTIONS I I I REMOVEESTIN WILT-UPROOFANDWMEDCRICKEINSULATIONTOCONWEROOFDECR. IO O
REPLACE—NM 9NGLEPLT ROOFINGANDCAPER CRICKET INSULAnONSYSTEM.REPLACE ROOF (n O
1250 PACIFIC AVE.#701.TACOMA,WA 98402 ( I I I Q DRAW$.CUTIN NEWSNEEIMEM OVER FLOWSCUPPERS.CONDUCTOR BORES AND DOWNSPOUTS. W
CONTACT:JEFF KLEIN P.E. I`fV
P 253.383.2797 I I ( I I NEW FALL RESfRAIM SYSTEM w ( z
E JKLEIN@PCS-STRUCTURAL.COM I )
SHEET INDEX
MECHANICAL ENGINEER: I ——n = Z O w
Cover PROJE ME.CONSULTANT ADDRMB,VUNM MAP O Q �
4 SHEET 11 D Q O
HARG ENGINEERS —, Q
1201 THIRD AVE.#600,SEATTLE.WA 98101
CONTACT:RON EUASON.P.E.PMP ^ �� ARCHIrECTURnL CL
P 206.436.0444 ` _J I Az.3o DEMOUTgN AND NM Roof PLANS AND aEVATpru Z = C W
C 206.963.5682 —— I AS.10 —a m Q
E RON.ELIASON@HARGIS.BIZ BUILDING T I O O �
STRUCTURAL C/)
$1.01 GENERAL NOTES r r
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la I a MECHANICAL
—11-• M0.1 MECHANICAL LEGEND.GENERAL NOTES,ABBREV,AND SHEfl INDDt w
UUU MD2.1 HVAC ROOF DEMO PLAN ii
M2.1 HVAC ROOF PLAN = C5
MB.I MECHANICAL PHOTOS
MB1 MECHANICAL PHOTOS v I
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ROOF SYSTEM CONM150NG t
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FLAMING NPE BOOT, F1.1 12 OVER NEW I/?PER
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MSUU110N CNCIM. �— U
11 OVER NEW VAPOR
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NEW I/Z cOVER BOARD SEAM FASTENER S E PARA CONCRETE
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TAPER INEUATION 3. INFILL DLISIMGOPENING WITH
'— NEW woGO a-FRAME AND TS
.ISS ��� .ISS PLYWOOD DECR STRlIC1URE. �J
P` ; SEE STRUCTURAL.
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INSUTAM A a -�� .1 ' �_� °� RECEss®SUMP.SEE
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DECK As OCCURS b B. NEW ROOF HATCH AND
FTLL
AT(VTR)VENT THOUGH ROOF src ACCESS UDDEI WITH
____________________T
3 .165 S ACC OPENINGWrtN NEW
r STRUCTURE SEE SiRI1 MOUNTING
6 B F 9. NEW SIREN AND TURAL.
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r r - � 10.E%iDCOID1mGCONWrt
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NEC REQUIREMENTS.
AND
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T Permit Comment
COM2 3-00025 i i I C ' DEMOLITION AND
'I NEW ROOF PLANS
AND ELEVATIONS
-TING GONCRE
AND COLUMN AS OCCURS
0 A' @ 16
R� nSAW CUT CURB 0� DEMOLITION BUILDING ELEVATION - EAST 16' G7` e DEMOLITION ROOF PLAN
1/5^�, AIL 11/R'-1'4 AR.30 i/@•,'4' lit e x.xxx S.F. A2•30
SCALE:1/8"=1'-T /.L, SCALE:VIE'=l-a -
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GENERAL ABBREVIATIONS o r
GENERAL NOTES-MECHANICAL NONSTRUCTURAL MECHANICAL COMPONENT NOTES
//DTI�I� REMOVED MECHANICAL TO BE 0 DIAMETER.PHASE F FAHRENHEIT.FIRE MAIN PIPING NA NOTAPPLICABLE 33� +� O;
RA FULL LOAD AMPS NC NORMALLY CLOSED,NOISE CRITERIA 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER 1. THE COMPONENT IMPORTANCE FACTOR(Ip)FOR ALL 3 O
EXISTING MECHANICAL TO , N.a
REMAIN A AIR AMPS FLEX FLEXIBLE NIC NOT IN CONTRACT TRADES(ELECTRICAL,ARCHITECTURAL,STRUCTURAL, NON-STRUCTURAL COMPONENTS SHALL BE: v E
CIVIL,AND LANDSCAPE).REFER TO ELECTRICAL,
AAV AUTOMATIC AIR VENT FLR FLOOR NO NORMALLY OPEN,NITROUS OXIDE ARCHITECTURAL,STRUCTURAL,CIVIL,AND LANDSCAPE I 1.0 ` O
NEW MECHANICAL WORK P- V
DRAWINGS AND SPECIFICATIONS.COORDINATION SHALL
ABV ABOVE FLTR FILTER NO. NUMBER a
MATCHLINE OR PROPERTY OCCUR PRIOR TO FABRICATION,PURCHASE,ANDIOR COORDINATE IMPORTANCE FACTOR WITH STRUCTURAL
LINE AD ACCESS DOOR FPM FEET PER MINUTE NTS NOT TO SCALE INSTALLATION OF ALL WORK. DRAWINGS AND CONFIRM WITH OWNER AND ARCHITECT �-
ADA AMERICANS WITH DISABILITIES ACT FPS FEET PER SECOND WHAT IMPORTANCE FACTOR SHOULD BE ON A PROJECT
-— ——- ENLARGED PLAN BOUNDARY 2.COORDINATE PLUMBING,HVAC SYSTEMS ROUTING PRIOR BASIS.
AF AIRFOIL FS FLOOR SINK CA OUTDOOR AIR TO INSTALLATION.DURING LAYOUT COORDINATION,
1 DETAIUPLAN IDENTIFIER AFF ABOVE FINISHED FLOOR FT FEET OC ON CENTER DUCTWORK TAKES PRECEDENCE OVER PLUMBING, 2.THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE
mTo' 2018 INTERNATIONAL BUILDING CODE AND FROM THE
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY FV FACE VELOCITY OD OUTSIDE DIMENSION OR DIAMETER INCLUDING FIRE PROTECTION SYSTEMS. AMERICAN SOCIETY OF CIVIL ENGINEERS(ASCE)
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GENERAL NOTES o g -+-- o9
THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS.ANY DISCREPANCIES FRAMING LUMBER:STANDARDS.EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER n U io
WELD TYPE FILLER METAL TENSILE STRENGTH CHARPY V-NOTCH(CVN)RATING INSPECTION BUREAU CLIB,W 3-.2
FOUND AMONG THE DRAWINGS,THE SPECIFICATIONS,THESE GENERAL NOTES AND THE SITE CONDITIONS (W )WESTERN WOOD PRODUCTS ASSOCIATION(WWPA),OR OTHER AGENCY
SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK FILLET 70 KSI — ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE(ALSC)TO GRADE UNDER ALSC CERTIFIED m E /I\ o c
DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GRADING RULES. �jJ g
GENERAL CONTRACTOR'S RISK.THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS PARTIAL PENETRATION 70 KSI 0 3
AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION.THE STRUCTURE HAS BEEN COMPLETE PENETRATION 70 KSI 20 FT-LBS @ 40 DEG F SPECIES AND GRADE(BASE DESIGN VALUE)
DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL 1. 2x TO 4x JOISTS,PURLINS AND HEADERS.'DOUG FIR-LARCH"NO.2(Fb=900 PSI,Fv=180 PSI)OR'HEM-FIR' E
STRUCTURAL ELEMENTS HAS BEEN COMPLETED.STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE NO.1(Fb=975 PSI,Fv=150 PSI) o o
SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO 2. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING.'DOUG FIR-LARCH'NO.2(Fb=9D0 PSI,Fc=1350 m
JOB SITE SAFETY;ERECTION MEANS,METHODS,AND SEQUENCES;TEMPORARY SHORING,FORMWORK, WELDED CONNECTIONS INSPECTION: PSI),OR"HEM-FIR'NO.1(Fb=975 PSI,Fc=1350 PSI). a ��
BRACING;USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES.PROVIDE ADEQUATE RESISTANCE TO LOADS 3. UTILITY&STANDARD GRADES NOT PERMITTED.
ON THE STRUCTURES DURING CONSTRUCTION PER SEVASCE STANDARD NO.37-14"DESIGN LOADS ON 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS,
STRUCTURES DURING CONSTRUCTION." WELDING INSPECTOR. WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS.SUBSTITUTIONS MUST MEET OR
CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN EXCEED MOMENT,SHEAR,AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING.
ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS Dt.t.
PROCEDURES. ALL WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS PRESERVATIVE TREATED WOOD REQUIREMENTS:
STANDARDS ORIGINALLY USED,AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. •
ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2018INTERNATIONAL BUILDING CODE GENERAL REQUIREMENTS
(IBC)AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. APPLICATION SPECIFIED MATERIAL PRESERVATIVE CONNECTORS&
CONTRACT DRAWINGS I DIMENSIONS ADHESIVE ANCHOR RODS: FULLY THREADED ASTM F1554,GRADE 36 UNLESS NOTED OTHERWISE. TREATMENT(1) FASTENERS(2N3)
TOP PLATES&LEDGERS ON 2x,4x,6x(FIR),OR SBX GALV(G60)
ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.CONSULTANT DRAWINGS BY OTHER FINISH:STRUCTURAL STEEL SHALL BE UNPAINTED,UNLESS NOTED OTHERWISE,AND SHALL BE CLEAN OF LOOSE w y CONCRETE OR MASONRY GLULAM(SP)
DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS.REPORT DIMENSIONAL OMISSIONS OR RUST,LOOSE MILL SCALE,OIL,GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE w in in WALLS(4)DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL,MECHANICAL,ELECTRICAL OR CIVIL REQUIREMENTS OF SSPCSPI.WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED,IT SHALL BE HOT-DIP o ACQ,CBA,CA GALV(13185)
DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. GALVANIZED IN ACCORDANCE WITH ASTM A123,A384,AND A385.ALL SURFACES WITHIN TWO INCHES OF ANY
FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE FRAMING,DECKING, 2x,&4x(FIR) ACQ,CBA,CA GALV(G185) W l—
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS.PRIMARY OBJECTIONABLE FUMES.FIELD TOUCH-UP OF PRIMED,PAINTED,AND GALVANIZED SURFACES SHALL BE POSTS 8 LEDGERS Z
STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF PERFORMED TO REPAIR COATING ABRASIONS,AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. i 2x,&4x(CEDAR) NONE GALV(G90) Z LLI
STRUCTURAL PORTION OF WORK.SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED,SUCH AS WALL
CONFIGURATIONS,INCLUDING EXACT DOOR AND WINDOW LOCATIONS,ALCOVES,SLAB SLOPES AND POST-INSTALLED ANCHORS w LLI
DEPRESSIONS,CURBS,ETC.VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS 1. CCA:CHROMATED COPPER ARSENATE NOT PERMITTED FIR:DOUG-FIR OR HEM-FIR U (�
AND BUILDING SECTIONS.STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS POST-INSTALLED ANCHORS:SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS.THE SBX:DOT SODIUM BORATE SP:SOUTHERN PINE to Q 11
DEFINED BY ARCHITECTURAL DRAWINGS.DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST- ACQ:ALKALINE COPPER QUAT Z �
ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.CARE SHALL BE TAKEN IN CBA&CA:COPPER AZOLE (LU L Q
DRAWINGS. PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS WITH REBAR.INSTALL IN ACCORDANCE WITH THE O rr 3 h
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.INSTALLER SHALL BE QUALIFIED AND TRAINED BY 2. CONNECTORS:JOIST HANGERS,STRAPS,FRAMING CONNECTORS,COLUMN CAPS AND BASES,ETC. LL M
THE STRUCTURAL SCOPE OF THIS PROJECT WAS TO ANALYZE THE EXISTING STRUCTURE FOR LOADS IMPOSED THE MANUFACTURER.HOLES SHALL BE HAMMER DRILLED ONLY(ROTARY DRILLED ONLY AT UNREINFORCED AND FASTENERS:
MACHINE
ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS U O m�
BY THE NEW ROOF CONSTRUCTION AND FALL RESTRAINTS.THE STRUCTURE WAS FOUND TO HAVE ADEQUATE MASONRY-NO HAMMER TOOLS). U 0 N EQ
CAPACITY FOR THE NEW LOADING.A LATERAL ANALYSIS OF THE EXISTING STRUCTURE WAS DEEMED NOT LLI
NECESSARY FOR THE NEW LOADS IMPOSED ON THE STRUCTURE. SUBSTITUTION REQUESTS,FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW,SHALL BE SUBMITTED FOR 3. GOD,G90&G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS.BATCH/POST HOT-DIP a Z
APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID,ALONG WITH CALCULATIONS THAT ARE PREPARED AND GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM Al53 STRUCTURAL STEEL CONNECTORS. (' Ir ,
SEALED BY A REGISTERED PROFESSIONAL ENGINEER(LICENSED IN THE STATE IN WHICH THE PROJECT HOT-DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER O Z p 2
DESIGN CRITERIA OCCURS)DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT ASTM B695,CLASS 55 OR GREATER. U 0 g-O
VERTICAL LOADS PERFORMANCE VALUES(MINIMUM)OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE J a a
AND/OR STANDARD(S)AS REQUIRED BY THE BUILDING CODE. 4. AT CONTRACTORS OPTION,LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON Z p w
CONCRETE OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A ED %Q
DESIGN SUPERIMPOSED SELF ADHERING ICE&WATER SHIELD BARRIER(40 MIL MINIMUM). °'—
CONCENTRATED CONCRETE ANCHORS:
AREA DEAD LOAD+ACTUAL LIVE LOAD H z
LOADS -ADHESIVE ANCHORS:HILTI HIT-HY 200 V3(ICGESR-4868),HILTI HIT-RE 500 V3(ICC-ESR-3814),DEWALT
ROOF WEIGHT GENERAL REQUIREMENTS:PROVIDE MINIMUM NAILING PER IBC TABLE 2 ..1 OR MORE,AS OTHERWISE ,t� Q
PURE 110+(ICCSSR-3298)OR SIMPSON SET3G(ICGESR-0 SH
057)OR EQUAL. V
ROOF 20 PSF 25 PSF 300# OWN.STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS.ALL WOOD IN CONTACT WITH J r+
'CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION OF INTERIOR CONCRETE _ZCL
'CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS.HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH SNOW:(MINIMUM ROOF SNOW LOAD=25 PSF) MANUFACTURER EATE TH A 9 =
'HOLE SHALL BY HAMMER-DRILLED ONLY. SOLUTION OF COPPER NAPHTHENATE.BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32"TO A N
Pg=25 PSF=GROUND SNOW LOAD "DO NOT INSTALL IN WATER-FILLED HOLES. MAXIMUM OF 1/16'LARGER THAN THE BOLT DIAMETER.PROVIDE CUT WASHERS WHERE BOLT HEADS,NUTS AND Q LLu
Pf=0.7CeCtIsPg=FLAT ROOF SNOW LOAD *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED(ANY POSITION EXCEPT DIRECTLY LAG SCREW HEADS BEAR ON WOOD.PROVIDE A MINIMUM 3"x3"x0.229"PLATE WASHER ON ALL ANCHOR BOLTS E j
Ps=CsPF=SLOPED ROOF SNOW LOAD DOWNWARD)ANCHORS SHALL ALSO BE CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR WHICH CONNECT MUD SILLS TO FOUNDATION.DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS,EXCEPT AS
Is=1.0,Ce=1.0,Ct=1.0,Cs=VARIES INSTALLER CERTIFICATION PROGRAM. 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,
-EXPANSION ANCHORS:KWIKBOLT TZ2(ICC ESR-4266)BY HILT),INC.,OR PRE-APPROVED EQUAL. OR AS APPROVED PRIOR TO INSTALLATION.REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE
STRUCTURAL STEEL -SCREW ANCHORS:KW IK HUS-EZ()CC ESR-3027)BY HILTI,INC.,OR PRE-APPROVED EQUAL. GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. YY S
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DETAILING.FABRICATION AND ERECTION WOOD SHRINKAGE AND CONSOLIDATION:SHRINKAGE OF WOOD MEMBERS AND CONSOLIDATION OF BEARING
CARPENTRY
: WALLS IS EXPECTED FROM TIME OF FRAMING UNTIL AFTER BUILDING IS PUT IN SERVICE.MECHANICAL,
ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION,15TH EDITION,THE AISC N I :CONNECTION DESIGNS ARE BASED ON NAILS WITH ELECTRICAL,AND PLUMBING SYSTEMS SHALL BE CONSTRUCTED TO ACCOMODATE 114'OF TOTAL SETTLEMENT
SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JULY 7,2016,THE AISC CODE OF STANDARD PRACTICE, H THE FOLLOWING PROPERTIES: PER STORY. f• e ^4,
JUNE 15,2016 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS,JULY 12,2016. PENNYWEIGHT DIAMETER(INCHES) LENGTH(INCHES) FRAMING CONNECTORS:SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY
STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED SIMPSON STRONG-TIE COMPANY,SAN LEANDRO,CA.,OR PRE-APPROVED EQUAL.PROVIDE MAXIMUM SIZE AND
OTHERWISE. 8d 0.131 2-1/2 QUANTITY OF NAILS OR BOLTS PER MANUFACTURER,EXCEPT AS NOTED OTHERWISE.PROVIDE LEAD HOLES AS
1d 0.148 3 REQUIRED PREVENT SPLITTING OF WOOD MEMBERS.REFER TO PRESERVATIVE TREATED WOOD Mason County
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE 1
6d 0.148 3-1/2/2 REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND Permit Document
BUT ARE NOT LIMITED TO,ERECTION ANGLES,LIFT HOLES,AND OTHER AIDES,WELDING PROCEDURES, 2Dd 0.192 4 FASTENERS.
REQUIRED ROOT OPENINGS,ROOT FACE DIMENSIONS,GROOVE ANGLES,BACKING BARS,WELD EXTENSION Nz PCISh
TABS,COPES,SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS.THE CONTRACTOR SHALL BE ALL NAILS AND STAPLES SHALL CONFORM TO ASTM F1667 INCLUDING SUPPLEMENT 1. SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY COM2023-00025
RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE Structural Solutions
BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS. JURISDICTION AND THE CONTRACT DOCUMENTS.THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION Seattle I Tacoma I Portland
HOLES,COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY www.pcs-structural.com
MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. DIAMETER LENGTH EQUIVALENT SPACING ASSURANCE/SPECIAL INSPECTION SECTION:
FASTENER TYPE (INCHES) (INCHES) (INCHES) PERMIT SET FEB 2023
STEEL FABRICATORS Bd COMMON WIRE 0.131 2-1/2 6 4 3 STATEMENT OF SPECIAL INSPECTIONS:
ALL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED BY THE AMERICAN INSTITUTE OF Sd'DIPPED GALV.BOX" 0.131 2-1/2 6 4 3 SPECIAL INSPECTION:SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 17D4 AND 17D5 AND AS NOTED HEREIN.
STEEL CONSTRUCTION.THE FABRICATOR SHALL BE DESIGNATED AN AISC CERTIFIED PLANT,CATEGORY BU Bd COOLER 0.113 2-112 4-t12 3 2-1Y2 R.Ai— C.I�9 Dow
AT THE TIME OF BID AND SHALL MAINTAIN THIS CERTIFICATION FOR THE DURATION OF THE PROJECT.
14 GA.STAPLES 0.080 1-112' 6 4 3 STRUCTURAL
MATERIAL PROPERTIES 16 GA.STAPLES 0.062 1-112' 4 3 - SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES
10d COMMON WIRE 0.148 1 3 6 4 3 CONCRETE ANCHORS POST-INSTALLED IN HARDENED CONCRETE ACI 318:17.8.2
OTHER SHAPES AND PLATES:ASTM A36(Fy=36 KSI)TYP.U.N.O.;ASTM A572(Fy=50 KSI)WHERE INDICATED 10d"HOT DIPPED GALV.BOX" 0.148 3 6 4 3 (MECHANICAL ANCHORS INSTALLED IN ANY PERIODIC INSPECTION TO INCLUDE A MFR EVAL REPORT _-
STRUCTURAL SECTIONS:RECTANGULAR 8 SQUARE-ASTM A500,GRADE C(Fy=50KSI) 10d"SHINY BOX" 0.131 3 4-1/2 3 2-114 DIRECTION AND ADHESIVE ANCHORS INSTALLED X QUANTITY OF 10%WITH A MINIMUM OF MFR PUBLISHED __.___._____�__.-------
HOLLOW _.__...-
DOWNWARD) (5)ANCHORS INSPECTED PER INSTALLATION
t6d COMMON WIRE 0.162 3-1/2 6 4 3 INSTALLER ON A DAILY BASIS. INSTRUCTIONS
STRUCTURAL STEEL PIPES:ASTM A53,GRADE B,TYPE E OR S(Fy=35 KSI) 16d SINKER NAIL 0.148 3-1/4 5 3-1/4 2-1/2
ANCHORS POST-INSTALLED IN HARDENED CONCRETE ACI316:17.8.2 µL RIGM RESERVED THESE DRAWINGS METHEPROPERIYOFMSGSARCHITECTSAND
BASED ON 15/32"PLYWOOD OR OSB. (ADHESIVE ANCHORS INSTALLED HORIZONTAL OR MFR EVAL REPORT ME NOT TO BE USED OR REPRODUCED IN
WELDING UPWARDLY INCLINED) X MFR PUBLISHED ANY MANNER,WRHOUT PRIOR WRITTEN
WOOD SHEATHING(STRUCTURAL/:SHEATHING ON ROOF SURFACES SHALL BE PLYWOOD ONLY.SHEATHING ON INSTALLATION PERMISSION.
STRUCTURAL STEEL:WELD IN ACCORDANCE WITH"STRUCTURAL WELDING CODE"AWS D1.1. FLOOR AND WALLS SHALL BE PLYWOOD OR ORIENTED STRAND BOARD(OSB).PLYWOOD SHEATHING SHALL BE INSTRUCTIONS sl e.trme
5-PLY MINIMUM WHERE INDICATED AS PERFORMANCE CATEGORY 3/4'OR THICKER.WOOD SHEATHING SHALL BE
CERTIFICATION:ALL WELDING SHALL BE PERFORMED BY WABO/AWS CERTIFIED WELDERS.WELDERS SHALL BE "STRUCTURAL r CONFORMING TO PS1-09 AND/OR PS2-10.ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED
PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. GRADING AGENCY. TESTING AND SPECIAL INSPECTION REPORTS SWILL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM.REPORTS SHALL
BE DISTRIBUTED TO OWNER,CONTRACTOR,BUILDING OFFICIAL,ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
WELD TABS(ALSO KNOWN AS WELD"EXTENSION'TABS OR'RUN OFF TABS)SHALL BE USED.AFTER THE WELD
HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. GENERAL NOTES
CONTOUR WELD"DAMS"OR"END DAMS"SHALL NOT BE USED. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS:
THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS,ROOT PASS AND x PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES.
EL SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE.
x REVIEW OF TESTING AND INSPECTION REPORTS.
v ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH AND CHARPY V-NOTCH
N RATINGS AS FOLLOWS: » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. w •O
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o GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. J
THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE
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