HomeMy WebLinkAbout09116 City of Port Townsend Development Services Department
j)VdF�toy /Notice
PERMIT NUM ER e 1 Q 1
OWNER Q] &f P Tr
JOB LOCATION �3 Q9 -TS4-9�6A S5,7—,
Inspection of this structure has found the following Kislatkw&-
(IJA L
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call fo�740
spection.
Date 3// Inspector
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
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December 31, 2009
Mr. Fred Slota
Building Official
City of Port Townsend
Port Townsend, WA 98368
Re: Shipwright's Co-Op Building Addition—Fresh Air Intake
Dear Fred,
For the fresh air intake we are specifying a Shoemaker 4100 series 12x12 Aluminum door core
transfer grill with additional loose frame in soft white with matching#12 Phillips head screws.
This grill is capable of 300 cfm at .006ps and 580 cfm at .021 ps. It will provide both horizontal
and vertical cross ventilation and not require a damper. The position low in the door will trap
the majority of heated air above the grill and produce very little convective heat loss potential
through the grill as would occur with an intake grill located higher on the wall.
Please call me if you have any questions.Thanks for your assistance.
Sincerely,
Michael W. Biggs, PE 4
EkREMEMON SPOKANE
40,4C)met-f i'o,4`I,.Ny :;3' 'V =<:il Ti i i i,Am t:'t.v.
Fi 14i ) }-a rr1 :;-07- /E 5:3 31-Wet
City of Port Townsend Development Services Department
C�rection Notice
PERMIT NUMBER fit ±
OWNER -�^
JOB LOCATION ,j Q �.1�� i� ill 'S Pf7C3
Inspection-of this structure has found the following violations:
'-Z'- � o r�l �1y a►�yc 1C
�Jt . Z — !� �lil2 UVVO-- AS
Or c �b
o ft 0-1--_
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date 9' Inspector (C(L 7' �
L'& -
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
Q°RTro BUILDING PERMIT
s
City of Port Townsend
.' Development Services Department
WAS
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-116
Permit Type Commercial Addition Project Name 1000 square foot addition to existing
Site Address 3109 JEFFERSON STREET Parcel# 3800 boat repair building.
Project Description 001104002
1000 square foot addition to existing 3800 boat repair building.
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Shipwright'S Co-Op
Owner Port Of Port Townsend
Contractor Grant Steel Buildings (360)379-3236 CITY 5034 12/31/2009
Contractor Grant Steel Buildings (360)379-3236 STATE GRANTSB9731 12/01/2009
Fee Information Project Details
Project Valuation $38,730.00 Industrial Plants Type V-B 1,000 SQFT
Plan Review Fee 346.22 Units: Heat Type:
PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type: V - B
PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type:
State Building Code Council Fee 4.50
Technology Fee for Building Permit 10.65
Building Permit Fee 532.65
Record Retention Fee for Building 10.00
Permit
Total Fees $ 904.02
***SEE A TTACHED CONDITIONS ***
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Print Name 6�� Date Issued:
Issued By:
Signature Date / � Date Expires: 12/20/2009
o�QORrTo�ti BUILDING PERMIT
City of Port Townsend
�j Development Services Department
�WAS't`"-
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-416
Permit Type Commercial Addition Project Name 1000 square foot addition to existing
Site Address 3109 JEFFERSON STREET Parcel# 3800 boat repair building.
Project Description 001104002
1000 square foot addition to existing 3800 boat repair building.
Conditions
10. Prior to clearing and grading,applicant shall demonstarte compliance with conditions 2-8 of Mitigated
Determination of NonSignificance(MDNS) 04-044.
20. During construction, applicant shall comply with conditions 9-12 of MDNS O4-044.
30. Prior to certificate of occupancy,applicant shall demonstrate compliance with conditions 13-17 of MDNS O4-044.
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. 1 certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that 1 am the owner of the property or authorized agent of the owner.
Print Name Date Issued:
Issued By:
Signature Date Date Expires: 12/20/2009
?ORTTp�y CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
0
TWA Development Services Department
9 - -
250 Madison Street, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 001104002 PERMIT NO. BLD09-116 ISSUED DATE EXPIRATION DATE 12/20/2009
ADDRESS 3109 JEFFERSON STREET CONSTRUCTION TYPE V- B OCCUPANT LOAD 10
OWNER PORT OF PORT TOWNSEND PROJECT DESCRIPTION 1000 square foot addition to existing 3800 boat repair built
CONTRACTOR GRANT STEEL BUILDINGS LENDER
INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT
FOOTING UFER UN g/ P,ro ro * 4 SI'j,MP fieSt' ph cnv.Lrift-e 3000 P.s',
FOUNDATION PIERS
SLAB -FS °I NYA'rov"ic PtPkr)y o146- koo psl
FRAMING
STRUCTURALSTEEL
SPECIAL
INSULATION
GWB
BLD-FINAL-MECH
BLD-FINAL-PLMB
FINAL PUBLIC WORKS
FINAL PLANNING
FIRE-FINAL
FINAL BUILDING
TO REQUEST AN INSPECTION CALL(360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
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September 17, 2009
Mr. Fred Slota
Building Official
City of Port Townsend
Port Townsend, WA 98368
Re: Shipwright's Co-Op Building Addition
- T /
Dear r red,
During site excavation, it was found that there are underground utilities along the west side of
the existing building that preclude construction of the thickened edge of the floor slab for the
addition in accordance with the original design drawings. This portion of the slab had a
thickened edge primarily to minimize differential settlement between the existing building floor
slab and the floor slab for the addition.
We are changing the configuration of the thickened edge to an 8-inch wide by 8-inch deep
section with 244 reinforcing bars encased in the concrete.
Please call me if you have any questions. Thanks for your assistance.
Sincerely,
w
Michael W. Biggs, PE ���
15749 �
EIF2Qv9ERTON SPOKANE
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R CANE 360/405 1420 R-cNI_509/8533256
FAx 36D/377-4153 FAX:5C8/747-5676
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Rnn— \Z" QhN] Development Services
of?oRT
,y � a�.; 250 Madison Street Suite 3:.
tP�Z J�N. 2 co J Port Townsend WA 98368
o Phone: 360-379-5695
9 s :,Fax:..360 344=4619
01N
oFK, CITY Of PORT i iSEiVD I www.cityofpt.us
Commercial-B fllding-Per�mit Application
Proj�,�t Address&Zoning District: Legal Description (or Tax#): Office Use Only
.�i rr6e-i fr BOW Addition:
P ?_ Block: rye) ) �/��, G2//t/i #'
Parcel# c`30 10 Z.)0;2 cll�1 Lot(s): Associated Permits
Project Descrip ion: ���'��h �'��
➢ Applications accepted by mail must include a check for initial plan review fee of$150 'T
➢ See the"Commercial Building Permit Application Checklist"for details on _
plan submittal requirements.
Property Owner: Lender Information:
Name: 5h j o tul,^tcs ' -46 A2 Qv Lender information must be provided for projects
Address:.�f�?'�-..1i14+�(t:v�t.�s�r ..�;�?"/��-2`
over$5,000 in valuation per RCW 19.27.095.
City/St/Zip: Name: IV4
Phone: -F,4 0=-, - ! �
Project Valuation: $ 7 0 L06O
Email:
Construction Type:
Contact/Represent tive�
Name: Occupancy Rating: f"
Address: Building Information (square feet):
City/SUZip: &/AA111V-A 99.;T/10 1 S'floor 1000 Restrooms:
Phone: 0 - 9�Ca c✓' / -�� 2od floor Deck(s):
Email.-/n l kv..b�AA$"�¢�ZQ-IZ.I�Ii9� 3"d floor Storage:
Basement: Is it finished es No
Contractor: Other:
Name: 44442 y Ui 4q� 4 5; New ❑ Addition Remodel/Repair ❑
Address: Change of Use ❑
City/St/Zip: )fie 1JA �3�i
Phone:
Total Lot Coverage(Building Footprint):
Email: ra"'L 0 J2 U5,
� �
State License#rr/L¢,r1iS1��73�A Exp:laz;10� Square feet: DO % � . /�
Impervious Surface:
City Business License#:
Square feet: /000
I hereby certify that the information provided is correct,that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name:
Signature: - I Date: (O 2 .3 y
C /7 1 9
G��
WIS DATE 11/3/09 NO. 8437
WELDING INSPECTION tVICES
Inspection, NDE,Testing PROJECT Shipwright Co-op Addition VP Building
P.0. BOX 1044
SUQUAMISH,WASHINGTON 98392 LOCATION 3109 Jefferson St. Port Townsend,WA
(360) 697-1771 CONTRACTOR Grant OWNER Shipwright
FAX (360) 697-7316
WEATHER N/A TEMP. Ambient
TO PRESENT AT SITE Grant Steel Buildings
Shipwright Co-op-Owner
Grant Steel Building
PERMIT NO. BLD09-116
Building Official-City of Port Townsend
IBC SPECIAL HS BOLTING INSPECTION VP BUILDING
Requested by the contractor for third party, independent, special high strength bolting inspection, VP pre-
engineered building addition. Arrived at the site approximately 0900 hours. Reviewed VP drawing notes and
specifications, HS bolting A325 1/4" diameter bolts, main frames, portal beams and diagonal bracing.
POST INSTALLATION HS BOLTING INSPECTION
VP building addition has three main frames, two portal beams with angle diagonal braces. All require HS A325
bolts fully tensioned per specifications. A325 HS '/4" diameter bolts installed per specifications, bolting crew
said bolts tensioned by "turn of the nut" method, 1/3 turn beyond a"snug tight" condition. Tensioned bolts
match marked for rotation.
INSPECTION
Established inspection torque value of 335 ft. lbs. to reach 28kips, as installed tension (used Skidmore-Wilhelm
to establish torque value). Tested minimum of two bolts per connection. 16 bolts, 3/4x2 A325, angle braces at
portal beams, did NOT meet inspection torque value. These bolts were tensioned by Grant bolting crew,
observed tightening, and met inspection torque value.
Inspected and tested HS A325 bolts CONFORM TO VP SPECIFICATIONS, AISC AND RCSC
REQUIREMENTS.
pECEoVE
D EC 3 0 2009 AWSQC i
CITY Of PORT TOWNSEND I(ENNNE:TH A.HAVENSEI
DSD
Ken Havens, Senior Inspector, AWS/CWI, ASNT III SIGNE
7/ -I Confidence Plus, Inc D
1014 North St., Suite 200 I I I
Tr � r Sumner, WA. 98390
Protecting against
.: 253-826-0099 i 253-826-1033 F3'a' DEilossDof pr�opelq nd life...
Confidencem,P(us iInc
www.fsicpi.com
CITY OF PORT TOWNSEND
Fire Sprinkler System Test Form yst-e1 &4catton- iven
(one sheet per system) ❑ YELLO W
Inspection Location: r� - Inspection Date:
Address: �3/O> Tt°e='a'�rS<,n 94-.
Contact Person: Phone:
Type Frequency Hazard Class All Systems Yes No N/A
Wet 5 Year Light Complete walk thru conducted?
Dry Annual L., Ordinary Are all sprinklers free of paint,corrosion and/or obstruction to
Pre- Semi-Ann Extra spray discharge?
Action Does the exterior condition of the sprinkler systems appear to
Deluge Quarterly be satisfactory?
Anti- Monthly Are sprinklers of proper temperature rating for their
Freeze locations?
Other Has the system been installed as per NFPA 13? V/
Internal Inspections
Signs provided on control valves?
Valves locked or supervised?
Year,5 year Internal Inspection of sprinkler
system performed?Includes,riser,check valves, Required spare sprinklers available for each type?
mains and branch lines per NFPA 25 Required wrenches available for each type?
-.,:4a ...b.._
Year,5 year internal/backflush of FDC v �h Wet Sprinkler Systems Yes No N/A
Year last full wet trip of dry valve (Max 3 years) &L14 Wet system(s),does the building appear to be heated?
Year last internal inspection of dry valve Anti-freezes stem solution tested? Freeze Point F
(Max 5 ears for external) reset valves) AI1A
Year gauges replaced or checked for calibration Dr S rinkler Systems Yes No N/A
5 ears �� Dry Riser area heated?
Fire Alarm System Air Compressor condensate drained? t/
FA Panel Manufacturer Air Compressor fills system in 30 minutes or less? (/
Model# Fire Department Connections Yes No N/A
Alarm Monitoring Auto Sprinkler FDC?
Company Standpipe FDC? I If yes, #of Systems served 1/
Phone number cct Are fire dept.connections in proper working condition,
coupling free,caps or plugs in place,check valves tight and
interior piping clear of any obstruction?
System Test Data Remarks/Observations
Static Water Pressure /t/4) System# YC AVC-,t
�iV Ai k ;
Residual Water Pressure 7 O Main drain size 2 1 in
Did Alarms Operate? G 5
Air Pressure MAType Manuf Mdl Size
Air Pressure Trip Al ,ov Alarm Check
Trip Time(sec) Riser Check
Waterflow Time(sec) A//,y Riser Manifold
#Low Points Drained? Shotgun
Water Supply&valve left open? Deluge
Alarm cleared? Accelerator _j_k_es`Jt?___F Air Press. psig
Monitoring left in service?
During the inspection,I noticed the following deficiency(s)that may impair the systems integrity and recommend the following solution(s).use
back of page or additional sheets as necessary
p/tJ�
Corrections made
iCustomer: Date:
Inspected by: Richard"Bud"Edwards Certification# 8136-IT-093008 / SCP-E-07271
SSITForm2009
OF,OPT TOE
9
u so Receipt Number: 09 0766�, 00,
IM, y 5
Recept Date U9/16/2009 ` Cashier SFOSTER Payed/Payee Name SHIPWRIGHT SCOOP T
$ a77
" ' M
F ai
On mal ,Tee Amount Fee
Permit# ° Parcel Fee Descripfion Amountgg Patd Balance �;
, <,."i„ .
BLD09-116 001104002 Plan Review Fee $346.22 $346.22 $0.00
BLD09-116 001104002 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00
BLD09-116 001104002 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-116 001104002 Technology Fee for Building Permit $10.65 $10.65 $0.00
BLD09-116 001104002 Building Permit Fee $532.65 $532.65 $0.00
BLD09-116 001104002 Record Retention Fee for Building Per $10.00 $10.00 $0.00
Total: $754.02
L�
PreviVfflsai
ous Payment History k
Receip Wk&ei�UDMe'• ' Fee Descrtptton Amount Paid$ Permtt#
09-0486 06/23/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-116
Method` Number Amount
CHECK 2855 $754.02
Total: $754.02
genpmtrreceipts Page 1 of 1
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT # 1� DATE RECEIVED 6
SCOPE OF WORK:
' 6(
DATE; ACTION INITIALS
ENTERED INTO CHET 5
CHECKED FOR COMPLETENESS
Oq C
i.
'
r'l
io as
Zoning:
Setbacks OK?
Lot Size: J ,I SIN► I
Building Size: V)pd //L
Lot Coverage:
FAR OK?
Height OK? -
Parking OK? no
Critical Area? �" ld
I
Demo? FOR JD TE TIME
Historic Rev? M ��� ��
Notice to Title? OF i
Lots of Record? V PHONE
L
Lu MESSAGE TELEPHONED
z ❑RETURNED YOUR CALL
® fh ❑PLEASE CALL
mt DWILLCALLAGAIN
CAME TO SEE YOU
SIGNED 1154 WANTS TO SEE YOU
E,
w
Development Services
ore°RT TOhy 250 Madison Street, Suite 3
Porf Townserid WA 98368
Phone:360-379-5095
Fax'.360-344=4619_
¢wAs> www.cityofpt.us
Commercial Building Permit Application
Prol t Address&Zoning District: Legal Description (or Tax#): Office Use Only
i'`rs � �rq SsL BQ Addition: Permit,
l
> Block: f . OA)
Parcel# t�0/ (O ¢C�02CPr7i�G�J Lot(s): J Associated Permits:
L1,0d1 1r vc- a /,�Wo � sire d,
Project Descrip ion: �'l
➢ Applications accepted by mail must include a check for initial plan review fee of$150
➢ See the"Commercial Building Permit Application Checklist"for details on
plan submittal requirements.
Property Owner: Lender Information:
Name: ,5hab"/�-1Q )2i� Lender information must be provided for projects
Address:
�%1, ,y �.. over$5,000 in valuation per RCW 19.27.095.
3i�?�J d1&- 5trd7
City/St/Zip: &22e 7�vn l� Gl/,� .��'�j Name: / /1
Phone: qb 0, -; %,>r� Project Valuation: $
Email:
Construction Type:
Contact/Represent tive�
Name: Occupancy Rating.-
Address:. 0aeLQa10 Building Information (square feet):
City/SUZip: lJ.r A,A , hJA 9937/D 1"floor /0190 Restrooms:
Phone: 0 - �-0.5 2"d floor Deck(s):
Email: / )kJ 3`d floor Storage:
,. i�/3j��fl�Q`O 19/9 .. r
Basement: Is it finished? Yes No
Contractor: Other:
1
Name: Tr�l� �ItIL/ t�ffLJ�- yJcs _ _ New ❑ Addition Remodel/Repair❑
Address: Change of Use ❑
City/St/Zip: _)�6 UJO Z&B
Phone:_ �?J 19 7� 3fo1
Email: A'r'" l a �? al j4gi '5, nit Total Lot Coverage(Building Footprint):
State License#: Exp: Square feet: n % /C
Impervious Surface: ��' �' �
City Business License#: { n
Square feet: / ,
I hereby certify that the information provided is correct,that I am either the owner or aut I orizedi to act on behatf of the own I f
and that all activities associated with this permit will be in accordance with State Laws d the Port Townsend'Municipal Code
Print Name: CITY OF PORT TOVVNSEND
JSD
Signature:%f/mil _ Date:
v
ADDENDUM
TO SEPA
MITIGATED DETERMINATION OF NON-SIGNIFICANCE
APPLICATION NO. 09-049
Proposal: Port Townsend Shipwrights Co-op has submitted application for a building pen-nit to
construct a 1,000 square foot single-story addition to an existing 5,800 square foot building. A
Mitigated Determination of NonSignificance (MDNS) was issued on May 19, 2004 for a
previous addition to the Shipwrights Co-op building.
Proponent: ShipWrights Co-op File Reference: LUP09-049
3109 Jefferson Street
Port Townsend, WA 98368
(360) 385-6138
Location: The parcel is located in the Port of Port Townsend Boat Haven; the lease site is
located at the intersection of Jefferson Street and "Boat Street" and is legally
described,as lying in Section 10, Township 30North, Range 1 West W.M.,
Jefferson County, Washington. Assessor's Parcel Number 001 104002
Lead Agency: City of Port Townsend
The lead agency for this proposal previously prepared a Mitigated Negative Declaration for the project
(LUP 04-044) in May of 2004. Based upon review of the proposed addition, it has been determined that
there is no new information of substantial importance or new significant environmental impacts not
considered in the previous SEPA document. Therefore, in accordance with WAC 197-1 1-625 an
addendum has been issued. No public comment period for the addendum is required. This decision was
made after review of information on file with the lead agency. This information is available to the public
on request.
Staff Contact: Judy Surber, Senior Planner, 379-5084
Responsible Official: Rick Sepler
Title: Director, Development Services Department
Address: City of Port Townsend
250 Madison Street, Suite 3
Port Townsend, W 8368
Date: July 6, 2009 Signature: rlllz�
'TO: All Permit and Review Authorities
The project site is in a developed shipyard and lies beyond 200-feet from the OHWM placing it
outside of shorelines jurisdiction. Environmental review documented in the MDNS issued May
19, 2004 analyzes significant impacts associated with a previous 3,800 square foot addition and
sets forth required mitigation measures.
It regards to Condition #6, it should be noted that the city's parking requirements have changed:
2004 Current
1 space per 1,500 square feet of gross floor Minimum of 2 spaces
area Maximum 1 space per each 2 employees on the
largest shift.
Unless otherwise waived by the Director, the mitigation measures in MDNS O4-044 shall apply
to the current proposal to construct a 1,000 square foot addition to the existing Shipwrights Co-
op. No further review is required.
I have read, understand and accept the conditions associated
with the above referenced Mitigated Declaration of Non-Significance (MDNS). I agree to
follow and carry out the conditions, exhibits and site plans associated with the MDNS and
comply with any other local, state or federal permits required for my project.
Gam`
Date
Shipwrights Co-op
PORT rog
cT Receipt Number: 09-0486
Receipt Date: ' 06/23/2009 Cashier: SFOSTER Payer/Payee Name: GRANT STEEL BUILDING
Original Fee Amount Fee
Permit# Parcel Fee Description Amount Paid Balance
BLD09-116 001104002 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00
Total: $150.00
Previous Payment History
Receipt# Receipt Date Fee Description Amount Paid Permit#
Payment Check Payment
Method Number Amount
CHECK N/A $150.00
Total: $150.00
genpmtrreceipts Page 1 of 1
SCOPE OF WORK:
MODEL#SWDR� U.L. BRACE TYPES I 1. ADD UPRIGHT SPRINKLER COVERAGE FOR NEW 20' x 50'ADDITION.
r (E) N BL
TOLCO FIG. 980 D NEW 2Y2° W/2" GOL 2. SYSTEM TO BE DESIGNED IN ACCORDANCE WITH NFPA#13 ORDINARY HAZARD GROUP 2
(STORAGE).
N UNIVERSAL SWIVEL TOLCO FIG. 980 FLEX COUP.
d ATTACHMENT UNIVERSAL SWIVEL TOP OF DROP; 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF PORT TOWNSEND.
ATTACHMENT 4. MATERIALS PER NFPA#13 STANDARDS AS SELECTED BY FSI.
1" OR 1%° 5. TESTING PER NFPA#13 AND THE CITY OF PORTTOWNSEND.
SCH 40 PIPE
BTM OF Z PURLIN 1 OR 1%" / NEW 2" MAIN
SCH 40 PIPE J
° NEW SSU GENERAL NOTES :
ALL THREAD ROD LTOLCO PL FIG. 1000 M1 TOLCO FIG.4a
rsPl FAST CLAMP PIPE CLAMP 8" Z PURIN TYP, SWING 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR
FM APPROVED.
HANGER RING LATERAL LATERALF 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY
j NEW 1 Y4 BL
(1-6), WHICH IS END TO END.
SAMMY SIDEWINDER TOLCO FIG. 980 TOLCO FIG. 980 NEW 2" MAIN
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET#13.
UNIVERSAL SWIVEL UNIVERSAL SWIVEL NEW SSU� 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA
PAMPHLET#13.
ATTACHMENT ATTACHMENT
HAN G E R TYP E S tt 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET#13.
1"OR 1/4 D
NTS SCH 40 PIPE- NEW 1Y4 BL 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH
NFPA
TOLCO FIG. 1000 PAMPHLET#13.
FAST CLAMP , 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS
1" OR1%"JE
1 OR1/<
SCH 40 PIPI� SCH 40 PIPEPROTECTED BY A WET PIPE SPRINKLER SYSTEM.
TOLCO FIG. 0 6. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE
1000- FAST CLAMP w
TOLCO FIG.4a '�
PIPE CLAMP RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
R 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
4-WAY - 4-WAY RISER -� RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTU
RAL.
CONSTRUCTION
NOTES .
C BUILDING �ECT�10N�......SCALE: 1/4" = 1'- 1. ALL WET SYSTEM PIPING TO BE SCHD 40 AND DYNAFLOW.
2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON, AND GROOVED FITTINGS.
3. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER (PRESSURE EXCEEDS 100 PSI).
4' 0" 10'-0° 5'-0° 5'-0" 10'-0° 10'-0° 5'-O„ I
- - - 4. TYPICAL HANGER TO BE A SAMMY SIDEWINDER (UNO).
REMOTE AREA-#� 1" AUX DRAIN 5 N o �k 0 5. MAX SPACING TO BE 130 SQ FT (ORDINARY HAZARD GROUP 2).
THIS AREA HAS BEEN HYDRAULICALLY CALCULATED �D BL3 O BL1 BL1 0 3 BL2 BL3 \Q n
TO DELIVER A ORDINARY HAZARD GROUP 2 DENSITY OF: B 7 e 1A4 51% 1Y4 1A 5 1A 5
20 GPM/SF OVER 1000 SQ FT 10-0 5-PAco
5-0 10-0 10-0
FSI FILE:Shipwrights Addition J' _ (E) UPRIGHT
_ (E) SPRINKLER PIPE
o a „_
O O) Q N '7 � LQ M O __ .._-_ _..- .-
�� o = NEW SPRINKLER PIPE
' BL4 o BL1 g BL1 BL2 BL3
1Y4 5 1Y4 5 1Y4 1Y4 1Y4 5 1Y4 5 �\
BL5 1-11 8-1 5-0 M 5-0 10-0 10-0
..__.__O 5 N a a D O
� 00 SLOPE MAIN WITH ROOF N ?Bo rn
�_ AREA OF �' lrt�ry . :.�.. .{� '"EBO ft
M2 I WORK J
Cer7
P���� °Dt EXISTING
STING BUILDING /
EXISTING BUILDING
D � r a
N N
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CN NI NI NI
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EXISTING BUILDING �� �r �� A
ll
.-e -- _-
KCITY
� Qn � F,0 3NORTH I
� ! ' I I I tiI I Q � I8�, N0RT / PORT TOWNSEND
_e ._�r -. _ __. _ w_ _ 6 / — ti _ i DSD
0
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{ � (a1a�ual_7 �t�,.Itj��u kCt."f��' -i3f Trlt��;t�i'�'
Record Drawings
A �SCA
RE SPRINKLER ADDITION PLAN B SITE PLAN VICINITY NIAP December 18, 2009
LE: 1/8" = 1'-0" SCALE: NTS SCALE: NTS
w
U �
� �
Q w
DRAWING SYMBOLS HYDRAULIC DESIGN INFO. HANGER LEGEND HEAD LEGEND PROJECT: DESIGNER:
F THIS SYSTEM IS THIS SYSTEM IS NOT Gallant
— ALARM VALVE RISER —�— - FLEXIBLE GROOVED COUPLING A-1 - WELDED PIPE TAG HYDRAULICALLY DESIGNED ❑ HYDRAULICALLY DESIGNED SPRINKLER TYPE
MFG MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K—FAC QTY Shipwrights Addition
FLOW SWTICH RISER �— - RIGID GROOVED COUPLING 9 - BRANCHLINE NUMBER STATIC FLOW 35 TEST DATE:PSIUPRIGHT
ON 1x'/2 BUSHING ICTAULIC 2703 @ 1/2" BRASS N/A 155' 5.6 10 / 3109 Jefferson St DATE: June 26, 2009
D
SIDEWALL UNDER DOOR ICTAULIC 2710 Q 1/2" BRASS N/A 1550 5.6 1 SCALE:
1 RESIDUAL 60 PSI \ Port Townsend, Wa As Noted
- DRY PIPE RISER - THREADED PIPE COUPLING - PIPE SIZE & LENGTH
9 0 GPM FLOWING 1383 GPM
1 DATE & TIME xx S SAMMY SIDEWINDER (SWD/R) HAZARD:a - DELUGE/P.A. RISER — - CONTROL
VALVE �8-10) - PIPE SIZE & LENGTH(CUT) Fire Sprinklers ` CONTRACT WITH: As Noted
SYSTEM DESIGN
- FIRE DEPARTMENT CONNECTION —�— - CHECK VALVE goo - HYDRAULIC NODE REMOTE AREA 1000 SOFT WALL#FIRESI988RJ Grant
Steel Building Systems Inc. AHJ:
� City of Port Townsend
- WATER MOTOR GONG �P 10'-O"AFF DENSITY 20 - 75 Haada Laas Road JOB #
,- - PIPE HANGER (SEE CHART) - ELEVATION DATUM 1014 North Street 2352
0'-10 BOD MAX. AREA/HEAD 100 Sumner, WA 98390 Port Townsend, WA 98368
K—FACTOR 5,6
- ELECTRIC BELL ��- - PIPE HANGER (SEE CHART) Bop - CENTERLINE OF PIPE TO DECK (253) 826-0099 SHEET
#
xx TOTAL THIS SHEET 11 Phone:360-379-3236 FP1 OF 1
SCOPE OF WORK:
U .L. BRACE TYPES 1. ADD UPRIGHT SPRINKLER COVERAGE FOR NEW 20' x 50'ADDITION.
FLEX COUP. NEW 2t/z"
MODEL#SWDR-� (E) 2t/z BL
W/2" GOL 2. SYSTEM TO BE DESIGNED IN ACCORDANCE WITH NFPA#13 ORDINARY HAZARD GROUP 2 (STORAGE).
TOLCO FIG. 980 �
UNIVERSAL SWIVEL TOLCO FIG. 980 TOP OF DROP 3. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF PORT TOWNSEND.
N ATTACHMENT UNIVERSAL SWIVEL 4. MATERIALS PER NFPA#13 STANDARDS AS SELECTED BY FSI.
d ATTACHMENT
5. TESTING PER NFPA#13 AND THE CITY OF PORTTOWNSEND.
"
SCOH 40 PIPE NEW 2" MAIN
1" OR 1%4" J °
BTM OF "Z" PURLIN SCH 40 PIPE NEW SSU GENERAL NOTES :
_
°I
LTOLCO FIG. 1000 r�P10 LTOLCO FIG.4a SWING 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED.
ALL THREAD ROD "PIPE CLAMP 8 Z PURLIN TYP.
r�Pl� FAST CLAMP 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER& DIMENSIONS SHOWN THUSLY
HANGER RING—� LATERAL LATERAL - NEW 11/4 BL (1-6), WHICH IS END TO END.
/ 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET#13.
TOLCO FIG. 980 NEW 2" MAIN J 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET#13.
SAMMY SIDEWINDER TOLCO FIG/PE
980 �—UNIVERSAL SWIVEL
UNIVER ATTACHMENT NEW SSU 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET#13.
ATTACH
N G E R TYPES 1" NEW 1Y4 BL 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA
HA SC PAMPHLET#13.
NTSTOLCO FIG. 1000� 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS
1" OR 1'/4" JFAST CLAMP \-V OR 1%4SCH 1 PIPE scH 4o PIPEPROTECTED BY A WET PIPE SPRINKLER SYSTEM.
8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE
TOLCO FIG.4a 1000- FAST CLAMP RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
PIPE CLAMP 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS.
4-WAY I ' - 4-WAY RISER R RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL.
CONSTRUCTION
NOTES :
BUILDING �ECT�10N�......SCALE: 1/4" = 1'- 1. ALL WET SYSTEM PIPING TO BE SCHD 40 AND DYNAFLOW.
2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON, AND GROOVED FITTINGS.
3. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER (PRESSURE EXCEEDS 100 PSI).
4. TYPICAL HANGER TO BE A SAMMY SIDEWINDER (UNO).
4'-0" 10'-0" 5'-0' 5'-0" 10'-0" 10'-0" 5'-0"
. _ 5. MAX SPACING TO BE 130 SQ FT (ORDINARY HAZARD GROUP 2).
c1" AUX DRAIN N J o
REMOTE AREA-#1 \0 BL3 a BL1 � BL1
THIS AREA HAS BEEN HYDRAULICALLY CALCULATED 5 1Y4 51Y4 1Y4 \J 1y4 5 1Y4 5
[TO DELIVER A ORDINARY HAZARD GROUP 2 DENSITY OF: B7
.20GPM/SFOVER1000SOFT 10-0 5-OA 5 5-0 10-0 10-0 _ (E) UPRIGHT
FSI FILE:Shipwrights Addition
o-s - - -- � - -- - - (E) SPRINKLER PIPE
LL
Q o Q o -- = NEW SPRINKLER PIPE
M o Now' o "' o
BL4 BL1 B BL1 BL2 BL3 ��
lY4 5 1Y4 0 5 1Y4 1Y4 1Y4 5 1Y4 5 ��
BL5 1-11 O 5 8-1 5-0�, M 5-0 10-0 10-0
9 r7 8 O O co ft
- 5� ;:r13irei M ,
SLOPE MAIN WITH ROOF N AREA OF -
IL WORK
------------
0-10 M2 :1 n l r
EXISTING BUILDING � k
{ � �� ,, 1 N - _ __ -- — -- ----I— EXISTING BUILDING s.
NI NI w �
s
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17�th t Sr
SRC
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_ t
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-
_ �.
C14th St
Y [{
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NI NI NI NI 20_r - sr
C,-
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—
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I T I C �� �
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' t
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"
W CITY 0J=PORT TQ NSEND
I I I NORTH am '. : .
1'L ti`L r�`• '�ry �ry BFi ^'",`. .'^' "� "," ''may ' '"' .- ` — j" �, t
;:. "`t,` b ._A
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/ 6.
NORTH s s s �x-
_._ Tom
:.l�.i.te7 rJ ue-_1 1r7 c.
Q_ . _ �- �_- -_���� Record Drawings
VICINITY MAP December 18, 2009
�SCA
RE ��RNKLER ADDITION PLAN SITE PLAN LU
'B D �LE: 1 '-0"
SCALE: NTS SCALE: NTS J
w
PROJECT: DESIGNER:
DRAWING SYMBOLS HYDRAULIC DESIGN INFO. , HANGER LEGEND HEAD LEGEND Gallant
THIS SYSTEM IS THIS SYSTEM IS NOT SPRINKLER TYPE MFG MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K—FAC QTY Shipwrights
Addition
F FLEXIBLE GROOVED COUPLING A-1 - WELDED PIPE TAG HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED DATE;
- ALARM VALVE RISER �- - FLOW TEST UPRIGHT ON 1x'/z BUSHING ICTAULIC 2703 @ 112" BRASS NIA 155° 5.6
10 / 3109 Jefferson St June 26, 2009
FLOW SWTICH RISER --$-- - RIGID GROOVED COUPLING O9 - BRANCHLINE NUMBER STATIC 135 PSI
SIDEWALL UNDER DOOR ICTAULIC 2710 Q 1/2" BRASS NIA 155° 5.6 1 I Port Townsend, Wa
SCALE:
RESIDUAL 60 PSI AS Noted
- DRY PIPE RISER
- THREADED PIPE COUPLING 910 - PIPE SIZE & LENGTH GPM FLOWING 1383 GPM HAZARD:
• As Noted
DATE & TIME xx S SAMMY SIDEWINDER (SWD/R) Fire Sprinklers CONTRACT WITH: AHJ:
❑o - DELUGE/P.A. RISER — — - CONTROL VALVE (81D, - PIPE SIZE & LENGTH(CUT) SYSTEM DESIGN WA CL#FIRESI*988RJ
Grant Steel Building Systems Inc.
p � City of Port Townsend
- FIRE DEPARTMENT CONNECTION �— - CHECK VALVE 100 - HYDRAULIC NODE REMOTE AREA 1000 SQFT - 75 Haada Laas Road JOB
#
1014 North Street 2352
DENSITY .20
WATER MOTOR GONG -�P - PIPE HANGER (SEE CHART) 0010"BOD - ELEVATION DATUM MAX. AREA/HEAD 100 SUTriller, wa
98390 Port Townsend, WA 9836 SHEET #
K—FACTOR 5.6 (253) 826-0099 Phone:360-379-3236 FP1 OF 1
0 - ELECTRIC BELL - PIPE HANGER (SEE CHART) Bop - CENTERLINE OF PIPE TO DECK xx- I i TOTAL THIS SHEET 11
BUILDING CODE ANALYSIS:
OWNER: PORT TOWNSEND SHIPWRIGHT CO-OP o
M
1C) 112 LOCATION: PORT OF PORT TOWNSEND 00
BOAT HAVEN AREA
CITY OF PORT TOWNSEND0
TAX PARCEL NUMBER: 001104002 (PORTION) o
CODE ENFORCEMENT: INTERNATIONAL BUILDING CODE 2006 v
TYPE OF FACILITY: MARINE VESSEL/CRAFTS CONSTRUCTION AND REPAIRS
AADDITION To RIEPAIR BuiLDiimG PROPOSED BUILDING: A SINGLE STORY ADDITION TO AN EXISTING 3,808 SF BOAT
REPAIR FACILITY, PRE-ENGINEERED METAL BUILDING 20 0
ABBREVIATIONSFEET BY 50 FEET AND 12 FEET IN HEIGHT AT AN AREA
EQUAL TO 1,000 SF.
SHIPWRIGHTS COOP
A AMPS �� HW HOT WATER t�
ADDITION TO REPAIR BUILDING AB ANCHOR BOLT ID IDENTIFICATION CODE ANALYSIS/CHECK: O
AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION
PLATE SHEET TITLE 1. BUILDING OCCUPANCY GROUP F1 (MODERATE HAZARD)
APPROX APPROXIMATELY KW KILOWATT
GENERAL BLDG BUILDING LF LINEAR FEET 2. CONSTRUCTION TYPE V-N
T-1 1 OF 7 TITLE SHEET / SITE PLANS
BOT BOTTOM LTG LIGHTING 3._YFIRE_ SPRINKLERS.REQUIRED , YES
GENERAL BUILDING CAP CAPACITY MAX MAXIMUM (AN F1 GROUP PROJECT EXCEEDING 2,500 SF
G-1 2 OF 7 FLOOR PLAN CL CENTER LINE MFR MANUFACTURER REQUIRES AN AUTOMATIC FIRE SPRINKLER SYSTEM) o
G-2 3 OF 7 EXTERIOR ELEVATIONS CLG CEILING MIN MINIMUM d-
G-3 1 4 OF 7 SCHEDULES / DOOR TYPES / WINDOW TYPES CO CLEANOUT MISC MISCELLANEOUS ALLOWABLE CONSTRUCTION:
STRUCTURAL CONC CONCRETE MTL METAL
S-1 75 OF 7 FOUNDATION PLAN CONN CONNECTION N/A NOT APPLICABLE CONSTRUCTION TYPE: ALLOWED V-B
MECHANICAL CONT CONTINUOUS NIC NOT IN CONTRACT PROPOSED V-B
DEG OR ° DEGREES OC ON CENTER ALLOWABLE AREA: ALLOWED 12,000 SF
M-1 6 OF 7 MECHANICAL FLOOR PLAN DIA. OR O DIAMETER OCEW ON CENTER EACH WAY ACTUAL 1,000 SF
ELECTRICAL DS DOWNSPOUT OHD OVERHEAD DOOR
E-1 7 OF 7 ELECTRICAL FLOOR PLAN EA EACH P POWER. MIXED OCCUPANCY ALLOWED YES
EF EACH FACE PEMB PRE-ENIGINEERED METAL BUILDING ACTUAL NO
ELECT ELECTRIC PH OR O PHASE MINIMUM EGRESS REQUIREMENTS:
EQ EQUAL PIV POST INDICATOR VALVE
1. OCCUPANT LOAD FACTOR EQUAL TO 100 SF/PERSON
EW EACH WAY PL PLATE OR 1,000/100 EQUALS 10 PN
EXP. EXPANSION PLY PLYWOOD
EXT. EXTENSION PNL PANEL _110__LESS THAN 50 REQUIRED: ONE 30"EGRESS DOOR
..
GENERAL CONSTRUCTION NOTES: FE FIRE EXTINGUISHER RECEPT RECEPTACLE (S) ACTUAL: TWO 36" DOORS AT ENDWALLS
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH FLA FULL LOAD AMPS REQ'D REQUIRED 2. TOTAL EXIT WIDTH REQUIRED: 30"
THE CITY OF PORT TOWNSEND STANDARDS AND THE MOST CURRENT FF FINISHED FLOOR SD STORM DRAIN ACTUAL: 72" 0
COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOC FACE OF CONCRETE SAT SUSPEi�iDED ACOUSTICAL TILE �
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 3. TOTAL EXITS REQUIRED: 1 00
FOS FACE OF STUD/FACE OF STEEL SF SQUARE FEET
2. ALL SAFE i Y STANDARDS AND REQUIREMENTS SHALL BE COMPLIED FP FIRE PROTECTION SIM SIMILAI' ACTUAL: 2 a
WITH, AS SET FORTH BY OSHA, WISHA AND THE WASHINGTON STATE
DEPARTMENT OF LABOR AND INDUSTRIES. FT FOOT SQ SQUARE MINIMUM DOOR HEIGHT 7 FEET
3. ALL WATERMAIN PIPE MATERIAL SHALL BE CEMENT MORTAR LINED FTG FOOTING SS SEWER MINIMUM DOOR WIDTH 3 FEET
CLASS 52 DUCTILE IRON PIPE. G OR GND GROUND TOF TOP OF FOOTING
4. WHEN NOISE PRODUCING OPERATIONS ARE IN PROGRESS, THE GA GAUGE TS TUBE STEEL
CONTRACTOR'S WORK HOURS ARE LIMITED TO MONDAY THROUGH GAL GALLON TYP TYPICAL
SATURDAY, FROM 7:00 AM TO 6:00 PM, UNLESS OTHER ARRANGEMENTS GALV GALVANIZED V VENTs
o
ARE MADE THROUGH THE CITY OF PORT TOWNSEND DEPARTMENT OF S
> CO
COMMUNITY DEVELOPMENT. GWB GYPSUM WALL BOARD VEL VELOCITY _ > 0
`" m w � a
HM HOLLOW METAL W WATER �� 0 p U Q
HP HORSEPOWER W/ WITH CO
HR HOUR WD WOOD OQ" cj®
EROSION CONTROL NOTES: HRH HYDRONIC RADIANT HEAT WH WATER HEATER CO 1000 SF
ADDITION
_SS
HVAC HEATING, VENTILATING, AND AIR CONDITIONING WWR WELDED WIRE REINFORCEMENT
1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO � - ._�
BEGINNING CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND e�rjlNG
MAINTENANCE OF ALL EROSION CONTROL MEASURES. THE N ,e
CONTRACTOR SHALL TAKE ACTIONS TO PREVENT SILTATION OF <��?
EXISTING OR PROPOSED DRAINAGE FACILITIES. - e EXISTING
DESIGN 'BUILD TEAK! AND KEY VENDORS �o � F �,- ��' "IPOWER POLE
3. THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL G . . -
EROSION CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS PORT TOWNSEND SHIPWRIGHT$ CO OP P rolect Ow"t
s EXISTING a 4" C
i'ork Townsend. yu --
OR ADDITIONS TO THE EROSION CONTROL MEASURES.
109 w send Street, V'+lA 98368ROOF AND
4. IF CONSTRUCTION OCCURS DURING DRY WEATHER, WATER SHALL BE i. FDN DRAINS -- w
USED TO CONTROL DUST. I Tel: 36t}-385.613$
'J'ASHINGTON ENGINEERING Prime Design Firm � F 4
5. IF TRENCH DEWATERING DEVICES ARE REQUIRED THEY SHALL BE FF SD """
' 4AQ€}Wheaton Way,Suits 202 FAQ NEW CB Qr �'
DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT &O
Bremerton,WA 98310 �/ .. Q
DRAINAGE SYSTEMS OR OFF-SITE PROPERTIES. ST
6. ALL OFF-SITE CATCH BASINS IMMEDIATELY ADJACENT TO THE SITE Contact. Michael Biggs, PE n1F QW
lTel: 360-405-1420 -� � " Q � W
SHALL BE PROTECTED FROM SILTATION. r __
1=aK 36t}-377-4153 `.��vD "�. r 1 v+ w
E-nmui: mike ' s -e :net
Cs RANT METAL.BUILDING SYSTEMS Construction Project Manager % • f / x z
75 Haada Laas Drive Metal Building Procurement
Part Townsend,WA 98368 Metal Building Erection � , i i � � w
F"EISD FOR CODE Now
KEY DESIGN STANDARDS Contact: Mark Cc�r�rretc Foundations/Slabs
s O CE i ! ✓ �''
�. u..,.. ..L.. j�iet: 36�I-37B-3236
Ipi:16LI8HER EDITIONIDATE TITLE
aI h
INTERNATIONALL CCCODEPax 3sa379-ss76
� EX. SK BUILDING
COUNCIL 2006 INTERNATIONAL SUILDM CODE E-twil: grantgc olyn*0uS.net � �. ' f ~ �..� I..■r
INT>=RNATTONAL COOP VP BUILDINGS Naar Buildiry Pto%k l+er POUT
SITE PLAN x
COUNCIL 2006 INTERNATIONAL MECHANICAL CODE 3200 Players Club Glrc le ��" � U) Qr
INlii�R AT1ONAL C06 - SCALE: 1" = 40'
I,4emPl�►is;TN 38125 � W
COUNCIL ac INTERNATIONAL FIRE CODE
FIRE WDUSTRIES Sitework SITE CONSTRUCTION NOTES:
NATIONAL' _.
PROTECTION ASSOCIATION 2006 NtAPA 70-.NATIONAL ELECTRIC CODE Port Townsend,WA 98368 Utilities BURIED UTILITIES IN AREA
w
I�tAIC}t�IAL 1=1I Contact.mill Leavitt CALL 2 BUSINESS DAYS 1 CONNECT ROOF AND FOUNDATION DRAINS TO STORMWATER SYSTEM
USING 6"TYPE N-12 PIPING.
PROTEC71ION ASSOCIATION 2006 NFIPA 101 - LIFE SAFETY COO Tel. 360-385-4200
WAS14INGTON ST'A'fk NON- SUNSHINE PROPANE. Hy+dr*nic Wating Syswis BEFORE YOU DIG SHEET:
WASHINGTON STATE 20M RESIDENTIAL ENERGY CODE 10853 Pthody Dries 1 -800-424-5555 GRAPHIC SCALE 1 OF
7 �
WASHINGTON STATE INDOOR AIR Port Hadlock,WA 98338 EXISTING UTILITIES SHOWN ARE FROM THE
WASHINGTON STATE 006 +QiJ�At lTY ANI?itENTILATION CC E - 40' 0' 40' 80'
Contact: Levi Ross BEST AVAILABLE INFORMATION AND NO
Tel: 360.385.5797 GUARANTEE IS MADE AS TO THE EXACT IF SHEET SIZE IS LESS THAN 22x34,
E•rrbil: ielA.r4psurtsbnepr+tane.carrt
SIZE, TYPE, LOCATION, OR DEPTH. REDUCE SCALE ACCORDINGLY SCALE: 1" = 40'-0" T141
FILE COPY
GENERAL COMMENTS
2 3 DIVISION 1 - GENERAL REQUIREMENTS
�� o
1. RULES, REGULATIONS & CODES:-2-GM 18C BUILDING CODE, INCLUDING ANY AND ALL M
0o
50t-0° ADDITIONS, CHANGES AMENDMENTS AND INTERPRETATIONS ADOPTED BY JEFFERSON
COUNTY, WASHINGTON. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST
271-4" 22'-0" RULES AND REGULATIONS OF THE WASHINGTON STATE DEPT. OF LABOR & INDUSTRY, AND 0
ANY OTHER APPLICABLE STATE CODES, LAWS AND ORDINANCES. ALL WORK SHALL
COMPLY WITH APPLICABLE HEALTH REGULATIONS, INCLUDING THE REGULATIONS OF THE
COUNTY HEALTH DEPARTMENT. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK a->
SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE NATIONAL ELECTRICAL CODE
(NEC), UNIFORM MECHANICAL CODE (UMC), AND UNIFORM PLUMBING CODE (UPC)
RESPECTIVELY. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED
AS REQUIRING OR PERMITTING WORK THAT IS CONTRARY TO THESE CODES, STANDARDS, o
_ _ B REGULATIONS AND RULES. ME" a�
2. INTENT OF DOCUMENTS: IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO SHOW A
COMPLETE AND WORKING INSTALLATION, BUT NOT NECESSARILY TO INDICATE OR SPECIFY con
EACH AND EVERY ITEM. FURNISH AND INSTALL ANY AND ALL LABOR, MATERIALS, m
EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE ANY ITEMS NECESSARY FOR A
FINISHED AND OPERATING PROJECT WITHIN THE GENERAL SCOPE OF THESE DOCUMENTS
WITHOUT ADDITIONAL COST TO THE OWNER. C)
3. FUNCTION OF DRAWINGS: THE DRAWINGS SHALL BE HELD TO DETERMINE THE GENERAL
CHARACTER OF THE WORK AS WELL AS ITS DETAILS. PARTS NOT DETAILED SHALL BE
I CONSTRUCTED SUBJECT TO THE ENGINEER'S REVIEW. WHEN IT IS REASONABLY INFERABLE
o THAT A DRAWING ILLUSTRATES ONLY A PART OF A GIVEN WORK OR OF A NUMBER OF
--�- ITEMS, THE REMAINDER SHALL BE DEEMED REPETITIOUS AND SO CONSTRUED. WHEN
N
1A CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS
OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION
SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR
CALLED FOR.
4. DISCREPANCIES: BEFORE PROCEEDING WITH THE WORK OR ANY PORTION THEREOF, THE
CONTRACTOR SHALL COORDINATE, LAY OUT, AND CHECK THE WORK TO DETERMINE IF
THERE IS ANY DISCREPANCY BETWEEN THE DRAWINGS, DETAILS, AND/OR
SPECIFICATIONS. SHOULD THE CONTRACTOR AT ANY TIME DISCOVER AN ERROR OR
OMISSION IN A DRAWING OR SPECIFICATION, OR ANY DISCREPANCY THEREIN, OR ANY
VARIATION BETWEEN DIMENSIONS ON DRAWINGS AND MEASUREMENTS AT THE WORK
• SITE, OR ANY LACKING OF DIMENSIONS OR OTHER INFORMATION, HE SHALL REPORT
_,_ U z_.. PROMPTLY TO THE ARCHITECT FOR CORRECTION OR CLARIFICATION AND SHALL NOT
-- PROCEED WITH THE WORK AFFECTED THEREBY UNTIL SUCH CORRECTION OR
EXISTING 2 HOUR RATED WALL/ CLARIFICATION HAS BEEN MADE. IN THE EVENT THAT THE CONTRACTOR PROCEEDS WITH
CEILING ENCLOSURE ANY WORK SUBJECT TO DISCREPANCY PRIOR TO RESOLUTION, CONTRACTOR SHALL
PERFORM WHATEVER WORK: REQUIRED TO COMPLY WITH THE DISCREPANCY RESOLUTION 4-
/ WITHOUT RESQUESTING, OR BE!,AIG ENTITLED TO, ANY ADDITIONAL COMPENSATION. 0
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5. STANDARDS: ANY MATERIAL SPECIFIED BY REFERENCE TO THE NUMBER, SYMBOL, OR N
EXISTING FACILITY TITLE OF A SPECIFIED STANDARD SUCH AS COMMERCIAL STANDARD, A FEDERAL00
SPECIFICATION, A TRADE ASSOCIATION STANDARD, OR OTHER SIMILAR STANDARDS, o
SHALL COMPLY WITH THE REQUIREMENTS IN THE LATEST REVISION THEREOF AND ANY
AMENDMENTS OR SUPPLEMEN`F IN EFFECT AT THE DATE OF BUILDING PERMIT ISSUANCE.
If If
6. SAFETY: IN NO CASE SHALL THE ENGINEER BE RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OR FOR SAFETY PRECAUTIONS
FLOOR PLAN ENERGY CODS CALCULATIONS AND PROGRAMS IN CONNEC-PION� WITH THE WORK, NOR SHALL THE ENGINEER BE
Z RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO EMPLOY PROPER SAFETY
SCALE: 1/8" = 1'-0" AREA GLAZING GLAZING, Dom` PROCEDURES. THE CONTRACTOR SHALL EXERCISE PRECAUTION AT ALL TIMES FOR THE
� >� m o � W co
sF �' S1= ( )PROTECTION OF PERSONS INCLUDING EMPLOYEES AND PROPERTY AND SHALL COMPLY > �
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NORTH WALl. 0
290 0 0.00% 21 w � _ � a
EAST WALL ��0 0 0,00 0 WITH THE SAFETY PROVISIONS OF APPLICABLE LAWS AND BUILDING AND CONSTRUCTION � �
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SOUTH WALL 290 0 0.00 _ 121 CODES.
WESTWALL 600 �32 6,33% 0 7. EXAMINATION OF THE SITE: VERIFY AND CONFIRM ALL EXISTING CONDITIONS, LOCATIONS,
�3
Q TOTALS liso 32 2.71A 142
LEVELS, DISTANCES, DIMENSIONS AND FEATURES BEFORE PROCEEDING WITH ANY WORK. j�
ENERGY CODE NOTES ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS AT THE SITE
1. PROVIDE ALL COMPONENTS IN ACCOFOANCE,WITH'046 2008 SHALL BE REPORTED TO THE ENGINEER BEFORE BEGINNING ANY RELATED WORK.
BY
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE.
2. PROVIDE DOORS WITH U a 0Y60.
ENTERING INTO CONTRACT FORTHIS WORK, THE CONTRACTOR CERTIFIES THAT HE HAS
�
3. PROVIDE WINDOWS WITH U=''0-90, SHGC'= 1.00 VISITED THE SITE, CONFIRMED THE WORKING CONDITIONS, AND VERIFIED AND ACCEPTED
4.'PROVIDE PERIMETER FOUN'0ATiON INSULATIONTO A MINIMUM THE CONDITIONS AS NOTED. NO CLAIM FOR ERROR IN THE BID WILL BE ALLOWED
FOR
OF 24-INCHES BELOW ADJACENT GRADE TO EOUALR-10. FAILURE OF THE CONTRACTOR TO VISIT THE SITE AND ACQUAINT HIMSELF WITH THE
_�#.° PROVIDE R4S INSULATION �DQF STRUCTURE-
IN ALLROOF
EXTERIORuvatl�S.
t�Rf} EXISTING CONDITIONS. LIMIT OF THE CONTRACT IS ALL WORK NOTED IN THE DRAWINGS
AND SPECIFICATIONS NECESSARY TO TOTALLY COMPLETE THE NOTED WORK WHETHER
t SHOWN ON THE DRAWINGS OR INCLUDED IN THE SPECIFICATIONS. PROPERTY LINE IS
GENERAL LIMIT OF THE CONTRACT, EXCEPT WHERE REQUIRED FOR UTILITY CONNECTIONS �Z
OR GRADING Q
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8. TESTS AND INSPECTIONS: UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS, ALL TESTS a 1-0
AND INSPECTIONS REQUIRED BY GOVERNING CODES AND REGULATIONS, JURISDICTIONAL O Q
AGENCIES, AND/OR THESE SPECIFICATIONS SHALL BE PERFORMED BY A PERSON OR 6 A
TESTING AGENCY EMPLOYED AND PAID BY THE CONTRACTOR. u 'Q
9. BUILDING PERMIT CORRECTIOn v: NOTIFY ENGINEER IN WRITING OF ALL CORRECTIONS U� a
REQUIRED BY BUILDING DEPARTMENT. Z
GRAPHIC SCALE 10. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BARRICADING AND BRACING NECESSARY Q
TO ENSURE THE STRUCTURAL. ABILITY OF THE BUILDING, AND THE HEALTH AND SAFETY OF � Q
e e e e e O
4 0 4 s 12 THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION.
_ 11. THE CONTRACTOR SHALL VERIFY ROUGH OPENING REQUIREMENTS FOR ALL FIXTURES �
SCALE: 1/8 - 1 -0 AND EQUIPMENT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL no,
BURIED UTILITIES IN AREA BLOCKING AS REQUIRED FOR HANGING OR BACKING OF CABINETRY.
GALL 2 BUSINESS DAYS 12. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM BUILDING DEPARTMENT. w
BEFORE YOU DIG 13. SPECIALLY FABRICATED COMPONENTS: SUCH AS TRUSSES AND SPECIALLY STEEL
-8��-424-`J555 FABRICATIONS MAY REQUIRED SPECIAL ENGINEERING AND CERTIFICATION. VERIFY WITH
LOCAL CODE AUTHORITY FOR SPECIFIC SUBMITTAL REQUIREMENTS PRIOR TO
EXISTING UTILITIES SHOWN ARE FROM THE FABRICATION/INSTALLATION.
BEST AVAILABLE INFORMATION AND NO SHEET:
GUARANTEE IS MADE AS TO THE EXACT 14. ANY STEEL WELDING SHALL BE PERFORMED BY AN AWI CERTIFIED WELDER. SHOP 2 OF
7
SIZE, TYPE, LOCATION, OR DEPTH. FABRICATION AND WELDING SHOULD BE PERFORMED WHENEVER POSSIBLE.
IF SHEET SIZE IS LESS THAN 22x34, Gm
REDUCE SCALE ACCORDINGLY Ij
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BEFORE YOU DIG Q"
1-800-424-5555
EXISTING UTILITIES SHOWN ARE FROM THE
BEST AVAILABLE INFORMATION AND NO SHEET:
GUARANTEE IS MADE AS TO THE EXACT 3 OF 7
SIZE, TYPE, LOCATION, OR DEPTH.
IF SHEET SIZE IS LESS THAN 22X34, GW2
REDUCE SCALE ACCORDINGLY
DOOR SCHEDULE o
DOOR ROOM DOOR FRAME TYPE HARDWARE REMARKS c
# SIZE RATING THICKNESS TYPE MATERIAL HINGES EXIT HDWR DR PULL PUSH PLATE LOCKSET CLOSER DR STOP THRESHOLD WEATHERSTRIPPING
GLAZING FLUSH BOLTS ALARM
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1A SHOP ADDITION 10'x10' NR 1" ROLLUP PNT1 MTL A X NOTE 1
1 B SHOP ADDITION 3'x7' NR 1 3/4" EXALG PNT1 MTL B X X X X X X X X NOTE 2 0
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1 C SHOP ADDITION 3'x7' NR 1 3/4" EXALG PNT1 MTL B X X X X X X X X NOTE 2 o
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DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE NOTES DOOR TYPES WINDOW TYPE
EXALG EXTERIOR ALUMINUM GLAZED NOTE 1 CHAIN-OPERATED ROLLUP DOOR '10 Z W a
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EXIHCM EXTERIOR INSULATED HOLLOW CORE METAL NOTE 2 KEY TO MATCH EXISTING BUILDING DOORS a?
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DOOR TYPE „A" DOOR TYPE „B„
METAL BUILDING SYSTEM SCHEDULE
BUILDING MANUFACTURER VP BUILDINGS SECONDARY FRAMING SECONDARY FRAMING MEMBERS SHALL BE LIGHT-GAUGE, COLD B A
3200 PLAYERS CLUB CIRCLE MATERIALS FORMED MEMBERS WITH A MINIMUM THICKNESS OF 16-GAUGE AND
MEMPHIS, TN 38125 CONFORMING TO ASTM A-570, GRADE 55, WITH A MINIMUM YIELD (E)24GA ROOF PANEL
POINT OF 55,000 PSI.
BUILDING ERECTOR GRANT STEEL BUILDINGS AND CONCRETE SYSTEMS
CONTRACTOR LICENSE: GRANTSB973RA COLOR ALL WALL PANELS, ROOF PANELS, GUTTERS, DOWNSPOUTS AND
75 HAADA LAAS DRIVE TRIM MATERIALS ARE TO BE PROVIDED WITH A KYNAR 500 FINISH.
PORT TOWNSEND, WA 98368 COLORS SHALL MATCH EXISTING BUILDINGS AT THE SITE. THE ROOF _
TEL: 360-379-3236 SHALL BE "COLONIAL RED", THE WALLS SHALL BE "CLASSIC GRAY". '
FAX: 360-379-6676 (E)VAPOR BARRIER O
BUILDING CLASSIFICATION THE BUILDING PROPOSED UNDER THIS PROJECT IS CATEGORIZED WALL SHEETING WALL SHEETS SHALL BE 26 GAUGE MATERIAL. PANEL , (E)6"
METAL BUILDING Q
INSULATION, WMP50, R=19 CV
AND OCCUPANCY AS AN "F-1" (LOW HAZARD) OCCUPANCY IN THE 2006 IBC. THE CONFIGURATION SHALL BE 1-1/8" MAJOR RIBS AT 12-INCHES ON
00
BUILDING IS TO BE TYPE V-A CONSTRUCTION. CENTER. WALL SHEETING SHALL BE FURNISHED FULL HEIGHT. WALL w �-
FASTENERS SHALL BE #12-14X1" HEX HEAD COLOR MATCH (E)TRANSLUCENT PANEL o
STRUCTURAL DESIGN THE BUILDING MANUFACTURER IS TO PROVIDE STRUCTURAL SELF-DRILLING SCREWS WITH WASHER.
CALCULATIONS FOR THE PRE-ENGINEEREID METAL BUILDING, (E)26GAwALL PANEL
INCLUDING FRAME BASE REACTIONS, STAMPED BY A PROFESSIONAL ROOF THE DESIGN ROOF PITCH IS 3 INCHES PER FOOT. A3,�t y0io �c�. r TIC �
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ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON. R�yh�wr � r►�s
THE CALCULATIONS ARE TO PROVIDE A STRUCTURAL ANALYSIS AND
ROOF SHEETING .ROOF SHEETS SHALL BE 26 GAUGE MATERIAL. PANEL --- _____--------'
DESIGN FOR BOTH VERTICAL AND LATERA'- LOADS. THE FOLLOWING ��-
CONFIGURATION SHALL BE 1-1/8" MAJOR RIBS AT 12-INCHES ON
DESIGN LOADS ARE TO BE USED IN THE BUILDING DESIGN:
(A) WIND - 90 MPH (3-SECOND GUST), EXPOSURE C CENTER. PANEL COVERAGE SHALL BE 36" AND SHALL BE FURNISHED w m co
(B) WIND UPLIFT - CLASS 90 FULL LENGTH FROM BUILDING EAVE TO RIDGE PURLIN = V5 W a
Z Z
- ZONE D1 SS=1.25 S1=0.45
(C) SEISMIC GUTTERS AND DOWNSPOUTS THE BUILDING IS TO BE PROVIDED WITH GUTTERS AND ,
(D) GROUND SNOW LOAD - 30 PSF DOWNSPOUTS. DOWNSPOUTS ARE TO BE TIGHT-LINED USING 6-INCH
MINIMUMDIAMETER PVC PIPING TO THE NEAREST CATCHBASIN OR Css �3
FOUNDATION THE BUILDING SHALL BE ANCHORED TO A CONCRETE FOUNDATION DOWNSPOUT STUBOUT.
AT THE BASE OF FRAME COLUMNS USING ANCHOR BOLTS ��
CAST-IN-PLACE AS SPECIFIED BY THE BUILDING MANUFACTURER. BUILDING TRIM MATERIALS BUILDING TRIM SHALL INCLUDE EAVE TRIM, GABLE TRIM, AND
THE FOUNDATION DESIGN SHALL BE PREPARED BY A REGISTERED ROLLUP DOOR TRIM. ALL TRIM SHALL BE 26-GAUGE MATERIAL AND '�o . w" �o
ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON, MANUFACTURED OF FLAT STOCK MATERIAL EQUAL IN QUALITY TO
SHOWING COMPLIANCE WITH THE BUILDING MANUFACTURER'S WALL SHEETS WITH COLOR TO MATCH WALL SHEETING. TRIM I 3 12
FRAME BASE REACTION LOADING. FOUNDATION/FOOTING DESIGN IS PIECES SHALL BE PACKAGED FOR SHIPMENT AT THE FACTORY. 26GA ROOF PANEL J
BASED ON PRESCRIPTIVE CRITERIA USING A DESIGN LOAD OF 1,500 -- -
UNLESS DOCUMENTATION IS ROOF TRIM INSTALLATION ROOF CAULKING SHALL BE APPLIED AT ALL ROOF SHEET SIDE LAPS.
POUNDS PER SQUARE FOOT, , �--
PROVIDED BY THE DEVELOPER THAT SUBSTANTIATES USAGE OF A ROOF CAULK SHALL BE A TAPE SEALANT TYPE AND SHALL BE
HIGHER LOADING. PREFORMED BUTYL RUBBER BASE AND SHALL BE SUPPLIED AS A - x
3/16" X 3/8" EXTRUDED SHAPE. 0 Z
FLOOR SLAB THE BUILDING SHALL BE PROVIDED WITH A MINIMUM 4-INCH THICK Q, P Q o
CONCRETE FLOOR SLAB, REINFORCED USING 6-6/10-10 WELDED FOAM CLOSURES INSIDE AND OUTSIDE SEMI-RIGID CROSS-LINKED POLYETHYLENE ""
FOAM CLOSURES SHALL BE PROVIDED AS REQUIRED TO PROVIDE VAPOR BARRIER (E)4 METAL BUILDING O Q z
WIRE REINFORCEMENT. A 6-MIL VAPOR BARRIER SHALL BE PLACED o ,INSULATION, WMP50, R=10 I
BETWEEN THE BASE MATERIAL AND THE CONCRETE SLAB. THE WEATHER TIGHTNESS AND BIRD-PROOFING. 6" METAL BUILDING 0 Q
CONCRETE MIX.SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH INSULATION, WMP50, R=35
WALL INSULATION PROVIDE R-21 WALL INSULATION WITH A REINFORCED VINYL VAPOR 26GA WALL PANEL W
OF 3,000 PSL BARRIER ON ALL EXTERIOR WALL SURFACES. q W
N 6" METAL BUILDING j"' z
INSULATION, WMP50, R=21 x m"
PRIMARY FRAMING MATERIALS ALL MATERIALS USED IN THE CONSTRUCTION OF THE BUILDING Vr Q
INSULATION WITH A REINFORCED VINYL VAPOR j
ROOF INSULATION PROVIDE R-35 ROOF INSULA
ENVELOPE SHALL BE NON-COMBUSTIBLE. ALL PRIMARY ""
STRUCTURAL FRAMING MEMBERS SHALL BE BUILT-UP OR WIDE BARRIER ON ALL EXTERIOR ROOF SURFACES. a Q
W MEN
FLANGE SECTIONS WITH A MINIMUM WEB THICKNESS OF 1/8" AND A 4"CONCRETE SLAB (E)8"CONCRETE SLAB " im
xTIO L 2" RIGID INSU
LATION UA N Qr i
MINIMUM FLANGE THICKNESS OF '/4". ( r.d
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INSULATION /� B (E)8" STEM WALL MMw al
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SHEET:
GRAPHIC SCALE 4 OF 7
4' 0' 4' 8' 1 2' Gm3
IF SHEET SIZE IS LESS THAN 22x34, WjmL I I im_�REDUCE SCALE ACCORDINGLY SCALE: 1/8" = 1'-0"
ROOF DL: 10 PSF. INCL 5 PSF COLL ROOF LL: 25 PSF
1 FLOOR DL: 55 PSF FLOOR LL: TOT TRAVELIFT o
O 3 WIND: 90 MPH; EXP. C PARTIALLY ENCLOSED
SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd 00
50'-0"
i
27'-4"
22'-8" NOTES:
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GENERAL: ALL WORK SHALL COMPLY WITH 2O06 IBC, STATE, & LOCAL CODES
ANCHOR BOLTS/BEARING PLATES: SEE VARCO PRUDEN COMPANY DRAWINGS. CL>
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SUBGRADE: SUBGRADE SHALL BE UNDISTURBED NATIVE SOIL OR WELL c-v
COMPACTED FILL IF FILL, OBTAIN COMPACTION TESTING REPORTS INDICATING o
BRACED WALL BAY
- - - Q 95% COMPACTION. EXCAVATE FOR FOOTINGS AND STEM WALLS FROM THE
PREPARED SUBGRADE. REMOVE ALL LOOSE SOIL FROM EXCAVATIONS.
con
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SLOPE ------- ------------- 101,/ SLOPE CONCRETE: 3000 PSI, 3/4" MAXIMUM AGGREGATE. MAXIMUM SLUMP 3". fr=600 z
I � ——-— —————————_� PSI. PLACE USING MECHANICAL VIBRATION.. HARD TROWEL FINISH. APPLY
CURE/SEAL WITHIN 4 HOURS OF PLACEMENT. EXTERIOR CONCRETE TO BE LIGHT
— — ` _ I BROOM FINISH WITH 5% AIR ENTRAINMENT. o
II- --- -- ---- -------------- ------- ` ------ -----
CONTINUOUS#5 HAIRPIN
J ' I (48"x12"x48")TYPICAL 6 PLACES I / I ( CONCRETE TESTING: ALL TESTING BY INDEPENDENT LABORATORY. PROVIDE
' I I 5'x5' CONC. PAD VISUAL INSPECTION OF CONCRETE REINFORCEMENT AND FORMWORK. TEST
5x5 CONC. PAD I TEN ION RO( FIRST CONCRETE BATCH OF EACH MIX DESIGN FOR SLUMP AND OBTAIN 4
�i BRA ING AT I ooF CYLINDERS TO BE CURED FOR STRENGTH TESTS. PROVIDE A MINIMUM OF 1 SET <
+ _ 4 CONCRETE FLOOR SLAB W/WWF _ �/ I o OF STRENGTH TESTS FOR EACH 70 YARDS PLACED. CONTRACTOR IS TO
AND HYDRO ICE—ATING ,/�� I I ARRANGE AND PAY FOR ALL CONCRETE TESTING SERVICES.
FLOOR SLAB sAWCUT i I I R r REINFORCEMENT: ALL REINFORCEMENT#4 AND LARGER: GRADE 60. #3
CONTRACTION JOINTS (TYPICAL) �el REINFORCEMENT: GRADE 40 OR 60 UNLESS NOTED TO BE GR 60. PROVIDE
CORNER BARS AT ALL CORNERS. LAP REINFORCEMENT- CLASS B. MINIMUM
I L---------- -----------------------j———— -------►; I COVER: 3" TO EARTH FOR FOOTINGS, 1,Y" TO EARTH FOR SLABS. EXPOSED TO
WEATHER 1Y2".
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T- —— ANCHOR BOLTS: ANCHOR BOLTS SHALL BE DIAM. INDICATED ON DRAWINGS.
CAST IN BOLTS SHALL HAVE 3" HOOK OR STANDARD HEAD. A36 OR A307.
I I I i L DRILLED IN ADHESIVE ANCHORS EMBEDDED 6 MIN. MAY BE SUBSTITUTED.
ADHESIVE ANCHOR SYSTEM SHALL BE ICBO RECOGNIZED. THE FOLLOWING
I { I { g A BRANDS ARE PREAPPROVED- RAWL CHEM-STUD, HILTI HVA, OR SIMPSON ET.
I - M — �" �" �` `- `� STUD TO BE A36 OR A307. INSTALL STRICTLY PER MANUFACTURERS
—
`� f ( INSTRUCTIONS. CURE ANCHORS A MINIMUM 24 HOURS BEFORE ERECTING
I I I STEEL. INCREASE EMBEDMENT OF BOLTS WHERE INDICATED OR REQUIRED BY
DESIGN.
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I ! I I SOILS & FOUNDATION DESIGN:
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I I ASSUMED 3000 PSF BEARING WITH A MINIMUM EMBEDMENT INTO THE BEARING o (o
I g I I I STRATA OF 2 FEET. FOR LIGHT FOUNDATIONS FOOTING WIDTHS BETWEEN 12 TO
18 INCHES WIDE MAY BE USED PROVIDED FOOTINGS LESS THAN 18 INCHES WIDE
ARE DESIGNED FOR 1500 PSF BEARING. FOUNDATIONS ARE DESIGNED TO
RESIST UPLIFT, SLIDING AND OVERTURNING WITH A FACTOR OF SAFETY
(RECOMMENDED COMPACTION STANDARDS GREATER THAN 1.5FOR WIND / SEISMIC LOADS. WHERE DESIGN HAS UPLIFT
FOUNDATION PLAN DUE TO DEAD OR LIVE LOADS, THE FACTOR OF SAFETY SHALL BE AT LEAST 2.
SCALE: 1/8" = l'-0" z MINIMUM WHERE DESIGN REQUIRES TENSION TIES, PROVIDE TIE ELEMENT BELOW THE
(�� SLAB ON GRADE WITH ALL TIE REIN.FORCING HAVING STAGGERED SPLICES SO Z Z
L }CATION C MP ACTION
o L � Y S O A TION NO MORE THAN 33/o OF THE TIE IS SPLICED AT ANY LOCATION. COORDINATE
TIE z W
0- 2
STRUCTURAL FILL BENEATH HEIGHTS WITH DRAINS & OTHER UTILITIES. EXCEPT FOR BOTTOM BARS OF J Q
FOUNDATIONS, FLOOR SLABS AND PERIMETER THICKENED EDGES, SLAB REINFORCING SHALL NOT BE USED FOR
CALCULATED FORCES. PERIMETER WALL FOOTINGS MAY BE EITHER A TYPICAL
TO A DEPTH OF 2 FEET BENEATH FOOTING AND STEM WALL OR A THICKENED SLAB EDGE AT THE CONTRACTOR'S o
PAVEMENTS 95% OPTION. THICKENED SLAB EDGES SHALL BE DESIGNED FOR WALL DEAD LOADS, ��� °";mow
PROVIDE FOOTINGS AT THE BEARING DEPTH FOR FLOOR AND ROOF LOADS. w
10'-0" 10'-011 EXISTING STRUCTURAL FILL PLACED MORE
THAN 2-FEET BELOW PAVEMENTS 92% b
STRUCTURAL ENGINEERING: 04w
SUBGRADE PRIOR TO FILLING 95%
UTILITY TRENCH BACKFILL FROM INDICATED STRUCTURAL INFORMATION IS PROVIDED TO ESTABLISH THE
3/4" CROSSLINKED GENERAL SCOPE OF THE PROJECT TO FACILITATE ESTIMATING THE REQUIRED
POLYETHYLENE TUBING, FINISHED GRADE TO ONE-FOOT SAME AS WORK EFFORT. THE PRIME CONTRACTOR &/OR PRE ENGINEERED METAL
AT 16" o.cc, BONDED TO G ABOVE PIPE CROWN (2) ADJACENT BUILDING CONTRACTOR SHALL PROVIDE SEALED CALCULATIONS AND
6-6/10-10 WWR 1/8"x1" CONTRACTION JOINT CENT FILL INSTALLATION DRAWINGS FOR THIS PRE ENGINEERED METAL BUILDING Z
36" c� #5 REBAR DOWELS, 22" ICI PERCENTAGE OF MAXIMUM DRY DENSITY AS DETERMINED BY COMPLETE AND IN ACCORDANCE WITH THE APPLICABLE INDUSTRY,
STATE, AND O Z
LONG, 6" EMBEDMENT ASTM D1557 LOCAL CODES. THE PEMB DESIGN PACKAGE SHALL PROVIDE CALCULATIONS Q,
TOP & BOTTOM,TIE TO - - AND DRAWINGS OF ALL STRUCT ELEMENTS OF THE BUILDING TO FORM A O Q
HORIZONTAL REBAR (2} COMPLETE SYSTEM IN COMPLIANCE WITH THE CODES INCLUDING FINAL
, _. .0 .A,. . . _ . PIPE BEDDING AND INITIAL BACKFILL AROUND D ,
I ND THE PIPE SHOULD o Q A
• a SATISFY MANUFACTURER'S SPECIFICATIONS DESIGN, COLUMNS, SE BRACING, LA SYSTEM, 1.1.
a
FOUNDATION DES( LUM SEISMIC BRACT LATERAL LOAD
a
CONCRETE FILLED METAL DECK SLABS, ROOF FRAMING, GIRTS, PURLINS, HIGH
BAY DOOR SUPPORT SYSTEM, RIGID FRAMES, TENSION TIES, AND OTHER U� �
a a u _ STRUCTURAL ITEMS. �""' rZ O
d SELECT GRANULAR FILL z
2" RIGID INSULATION ao c� a a x Q
d
GRAPHIC SCALE
#3 HOOPS @ 24" O.C. a ` US STANDARD PERCENT PASSING BYmum
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a. SEr NC izop, a 4 o 4 8 12 a+ ~
(2)#4 BARS, TOP & BOTTOM Co�c:6� i , jt�►G d J m - — - -- SIEVE SIZE DRY WEIGHT
24 3 INCH
INSULTARP 10Q SCALE: 1/8" = l'-0" Q., 111 z
I I �,
I I 3/4-INCH' 50-100 x
I I No. 4' 25-65 BURIED UTILITIES IN AREA U) 0
THICKENED EDGE FOUNDATION � �� _ _ � _ _ - - � _ _.._ � _ .�® ® -� � � ®� � No. �o �0-5o CALL2BUSINESSDAYS w
A NORTH SOUTH AND WEST SIDES OF NEW SLAB a �
No. 4o a-2a BEFORE YOU DIG
G-3 s-1 SCALE: 3/4" = 1'-0" No. 300 0-5* 1-800-424-5555 w
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THICKENED EDGE FOUNDATION EXISTING UTILITIES SHOWN ARE FROM THE
* LESS THAN 5 PERCENT PASSING BASED ON THE BEST AVAILABLE INFORMATION AND NO SHEET:
EAST SIDE OF NEW SLAB MINUS 3/4 INCH FRACTION GUARANTEE IS MADE AS TO THE EXACT 5 OF 7
SIZE, TYPE, LOCATION, OR DEPTH,G-3 S-1 SCALE.: 3/4" = 1'-0"
IF SHEET SIZE IS LESS THAN 22x34, M
REDUCE SCALE ACCORDINGLY
GENERAL NOTES
ti
1 2 3 0
DRAWINGS ARE PARTLY DIAGRAMMATIC AND DO NOT M
NECESSARILY SHOW EXACT CONDITIONS OF co
50'-0" CONSTRUCTION. LOCATION OF DUCTWORK SHALL BE
FIELD VERIFIED TO DETERMINE THAT IT CLEARS ALL
27'4" � 22'-8°' 3
OPENINGS AT STRUCTURAL MEMBERS/CHASES AND
THAT IT MAY BE PROPERLY CONCEALED AND THAT
LIGHTS, EQUIPMENT, ETC. HAVING FIXED LOCATIONS
WILL BE CLEARED. DRAWINGS DO NOT ATTEMPT TO
SHOW COMPLETE DETAILS OF BUILDING CONSTRUCTION
WHICH AFFECT MECHANICAL INSTALLATION.
i � c CONTRACTOR SHALL REFER TO ARCHITECTURAL, �
STRUCTURAL, PLUMBING, AND ELECTRICAL DRAWINGS
FOR ADDITIONAL BUILDING DETAILS WHICH AFFECT
2, INSTALLATION OF HIS WORK. O
N
NEW MECHANICAL SYSTEM IN BUILDING SHALL BE
�- INSTALLED IN A WORKMANLIKE MANNER IN CONFORMITY - ^'
WITH THE PROVISIONS AND INTENT OF ALL CODES AND
ORDINANCES, INCLUDING IMC AND LOCAL BUILDING
CODES. LOCAL CODES AND ORDINANCES TAKE
PRECEDENCE OVER THAT SHOWN HEREIN. IF THEY ARE
3. MORE RESTRICTIVE THEY DO NOT RELIEVE THE
CONTRACTOR OF THE REQUIREMENTS SHOWN HEREIN 0
WHEN THEY DO CONFLICT.
4. WHEN DUCTS ROUTE THROUGH WALLS OR CEILINGS
CONTRACTOR TO PATCH AND PAINT OPENINGS TO <=>
MATCH EXISTING CONDITIONS. cf-
4
9 5. CONTRACTOR TO PROVIDE FLEXIBLE DUCT
CONNECTIONS AT ALL ROTATING MECHANICAL
EQUIPMENT INCLUDING AIR HANDLERS AND EXHAUST
FANS.
CONTRACTOR TO OBTAIN THREE AIR FILTERS FOR THE
6• AIR HANDLERS. THE FIRST WILL BE INSTALLED FOR
CONSTRUCTION, THE SECOND WILL BE INSTALLED
------ CONNECT NEW DURING TESTING, ADJUSTING, AND BALANCING, AND THE
HYDRONIC HEATING THIRD WILL BE A SPARE STORED IN THE OFFICE.
LOOP AS NEW ZONE TO
EXISTING HEATING CONTRACTOR TO COORDINATE INSTALLATION OF HIS
SYSTEM CONTROL PNL TRADE WITH OTHER TRADES. SPACE CONFLICTS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE
OWNER OR OWNER'S REPRESENTATIVE PRIOR TO
LL
INSTALLATION. RELOCATION OR REROUTING OF
DUCTWORK/EQUIPMENT DUE TO LACK OF CONTRACTOR
COORDINATION SHALL BE DONE AT CONTRACTOR'S
EXISTING 2 HOUR RATE D'JV L/ EXPENSE, NOT AT OWNER'S EXPENSE.
CEIL!NG.ENCI,
CONTRACTOR SHALL PROVIDE ACCESS AND ACCESS �
EXISTINE-3-DIRECTAIENT_BOILE '��OR O DOORS TO ALL EQUIPMENT REQUIRING MAINTENANCE. O
SINGLE ZONE IN-SLAB HYDRONIC HEAT - N
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EXISTING FACILITY _ EXISTING s" DIA. o
BOILER VENT
EXISTING HEATING SYSTEM CONTROL PANEL
MECHANICAL PLAN z
SCALE: 1/8" = 1'-0" W m m W z w w
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GRAPHIC SCALE A
4' 0' 4' 8' 12' w MZ) 4
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SCALE: 1/8" = 1'-0" a x
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BURIED UTILITIES IN AREA a w
CALL 2 BUSINESS DAYS w
BEFORE YOU DIG a
1 -800-424-5555 w
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EXISTING UTILITIES SHOWN ARE FROM THE
BEST AVAILABLE INFORMATION AND NO SHEET:
GUARANTEE IS MADE AS TO THE EXACT V G OF 7
SIZE, TYPE, LOCATION, OR DEPTH.
IF SHEET SIZE IS LESS THAN 22x34, mm
REDUCE SCALE ACCORDINGLY
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1/2" EMT w/ 3 #12 �,
(EXHAUST FAN)
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1/2" EMT
W/ 3 #12
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J ADD SUBPANEL FROM EXISTING SERVICE OR
NEW 200A SERVICE PANEL IF REQUIRED
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EXISTING FACILITY 00
ELECTRICAL PLAN z EXISTING PANEL SCHEDULE
SCALE: 1/8" = 1'-0" PANEL: MAIN DISTRIBUTION PANEL AMPS: 225A MAIN: 200A VOLTS: 120/208 3PH 4W COPPER BUS
LOCATION: S.W. ( w:.oRNER MOUNTING: SURFACE AIC 10kA HINGED TRIM BOLT-ON CKT BKRS
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LIGHT FIXTURE SCHEDULE CKT DESCRIPTION CKT BRKR Y } ----7 200A BRKR CKT DESCRIPTION CKT
SYMBOL DESCRIPTION MANUFACTURER & NO WATTS A7 P ^ O O O ^ P A WATTS NO
CATALOG NUMBER 1 HIGH BAY SE LTG 2@852 1704 20 1 ^ ^ 1 20 1080 (3) 4-PLEX RECEPTACLES 2
2-TUBE INDUSTRIAL FLUORESCENT, 2-F40T8 DAYBRIGHT 3 HIGH BAY SW LTG 2@852 1704 20 1 1 20 1080 (3) 4-PLEX
RECEPTACLES 4
LAMPS, 120V ELECTRONIC BALLAST, 61 WATTS #1FD-232-PP-120-1/2-EB 5 HIGH BAY NE LTG 2@852 1704 20 1 ^ 1 20 1080 (3)
4-PLEX RECEPTACLES 6 0 z
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7 HIGH BAY N�V LTG 2@852 1704 20 1 ^ ^ 1 20 360 (1) RISER RM RECEPT. 8 ss
EXIT SIGN LIGHT FIXTURE, GREEN LED TYPE, 120V PRESCOLITE EDC-2-G-EN-W.
WITH NI-CAD BATTERY BACKUP. ARROW (IF 9 OUTDOOR FIXTURES 240 20 1 1 20 500 BOILER PUMP 10 4�0
PRESENT) INDICATES DIRECTIONAL ARROW ON SIGN. 11 EXIT FIXTURES 10 20 1 �\ 2 20 1800 3/4 HP VENT FAN
12
^_
NOTE: PROVIDE NEW ELECTRICAL SERVICE IF EXISTING SERVICE DOES NOT HAVE 13 EXHAUST FAN 360 20 1 20 7.6 FLA 14
SUFFICIENT CAPACITY TO SERVE THE NEW ADDITION. 15 SPARE 20 1 ^ 2 20 2750 2 HP DOOR OPERATOR 16
17 SPARE 20 1 20 13.2 FLA 18 Z
19 SPARE 20 1 ^ 3 60 16500 AIR COMP. (FUTURE) 20 �+
21 SPARE 20 1 ^ 60 15 HP, 46 FLA 22 Q" MEN
23 SPARE 20 1 60 24 0 A
O A a
25 SPACE SPACE 26 u "Q
27 SPACE SPACE 28
29 SPACE SPACE 30 I"' Z
31 SPACE SPACE 32 Ll
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33 SPACE SPACE 34 wo a
35 SPACE SPACE 36
37 SPACE SPACE 38 u
39 SPACE SPACE 40 x W
41 SPACE SPACE 42 U) �
7,426 + 24,950 32.4 kVA w w
a
SQUARE "D" NQOD 421_225CU GRAPHIC SCALEiii
NEMA 1 ENCLOSURE W/ DOOR-IN-DOOR TRIM
W/ QB MAIN CKT BKR AND QOB BOLT-ON BRANCH CIRCUIT BREAKERS 4` o` 4` 8` 12` SHEET
7 OF 7
SCALE: 1/8" = 1'-0"
IF SHEET SIZE IS LESS THAN 22x34, IN
REDUCE SCALE ACCORDINGLY