HomeMy WebLinkAboutBLD26581 Pole Bldg - BLD Permit / Conditions - 8/29/1990 Shorelines: Plumbing:
Setback: Mechanical:
Special Interior:
Conditions: FINAL:
Mobile ome:
Smoke Detector:
Foot!*. Remarks:
Setback:
Foundation
Walls:
Framing: Cla ycc-q G�o
Fireplace:
Wood Stove:
TYPE 201 F RI FI-STnpAGE
Permit No. 26SR1 No. Floors _�_ Sq Ftg 409
Owner C:01 1 TNS, I FSI TF Tel Date
Address �Inrh Rd SWn11Qn Zip
Contractor n�as�� Pacific
Address Zip
Legal Description ,
Direction to projec J�Tn6h Rd 1;e 2661
Plumbing Mechanical Sewer Wood Stove
Fireplace Deck Garage Carport
Basement soft other xX
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BUILDING PERMIT APPLICATION
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584
427-9670 DATE ISSUED r
PERMIT NO. '
OWNER r7E n/� / I�QAILF�D%RES$ ,/7"TAT� ZIP PHONE
DIRECTIONS
TO JOB SITE
PARCEL LEGAL S^� S, N�_, v� �' d� C✓o
NUMBER %�/ Ul- jpZ GGv3� DESCR. Z.
MAIL DRESS CITY&STYE LICE SE NO. ZIP PHONECONTRACTORL4AIE'
S� Gc L / U G3Ga� �5 l7 d/c h, /Z 'qr r.
BUILDING r1cl✓ 41 ^5''z
CLASS OF NE\A� ADDITION ALTERATION REPAIR MOVE REMOVE
WORK ✓
WORK DESCRIBE =Ce- S7�!/✓li
BEDROOMS DECKS YORN CARPORT NOTICE
TOTAL SQ.FT.
DECK GARAGE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
BATHROOMS TOTAL SQ.FT. TOTAL SO.FT. CONDITIONING.
NO.OF STORIES BASEMENT Y OR N THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
LIVING AREA BASEMENT COMMENCED WITHIN 180 SAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR
TOTAL SO.FT. TOTAL SQ.FT. CHECK ONE ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
PERMANENT FIREPLACE ATTACHED
SEASONAL SHORELINE DETACHED
OWNERSAF DAVIT CONTRACTORS AFFIDAVIT
I CERTIFY TH I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF
REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE
REQUIREMEN FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN
IN CONFOR NCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
OBTAINING A ROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE I DEPARTMENT.
XOWNER DATE XBY DATE
FOR OFFICE USE ONLY
DEPARTMENT APPROVED DEPARTMENT APPROVED BUILDING VALUATION
YES NO YES NO
HEALTH PUBLIC WORKS FEE
PLANNING FIRE BUILDING PERMIT ` O
D.O.T. BUILDING PLAN CHECK
SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION
SHORELINE
WOODSTOVE
OR i,;XGr.:'G i.': tiEZ. IF ANY PLUMBING
OFFICE EEFCr,E CONSTRUCTION. MECHANICAL
STATE BUILDING FEE j'V
STATESURCHARGE
APPLICATION ACCEPTED BY I PLANS CHECK BY AP EdFO SUANCE PERMIT VALIDATION n n
TOTAL (� ( '
—2t BY CASH CK MO
1 Design Information TC(D+L)= 29.0 PSF 5 Plating Information UBC
BC(U+L)= 1.0 PSF
OWG R79-02901-UP06F-0704 Tl.(D+L)= 30.0 PSF JT. MAX-SPANS(FT-IN) H'fURO-NAI1. LOCATION(IN)
SHT N0. 10 DATE 3/18/82 STRESS INC = 1.15 NO. OF HF PLATE SIZE --X-- --Y--
2 Maximum Chord Spans J S 11- 6 11- 6 4 1/2 x 6 PT
p (Ft.-In.) I1- 6 11- 6 4 1/2 x 4 PT
12-10 12- 8 3 X 6 PT
LUMBER GRADE TOP CHORD BOTTOM CHORD 14- 3 14- 1 —^ 1/2 X 8 PT
=DOUGL.AS FIR= 2X4 2X6 2X4 2X6 14-11 14- 9 3 1/2 X 6 PT
NO 2 14- 5 21- 2 23- 7 29- 5* 17- 1 16-11 3 X 8 PT
NO 1 16- 3 23- 5 28- 4* 42- 2# 19-11 19- 8 3 1/2 X 8 PT
SEL STRU 18- 0 25- 7 31-11* 47- 41 21- 4 21- 1 3 `X 30 PT
=HEM FIR= 22- 5 22- 2 3 1/2 X 9 PT
NO 2 12 7 18- 7* 19- 2* 24- 2* 24-11 24- 7 3 1/2 X 10 PT
NO 1 14- 4 20- 7* 22-11* 34- 9# 28- 9 28- 9 4 1/2 X 10 PT (NEEDS 2X6 TC)
SEL STRU 15- 8 22- 2* 26- 74 39-111, 31- 1 31- 1 4 1/2 X 12 PT (NEEDS 2X6 TC)
=MSR-ALL SPECIES= J 2 17- 8 17- 5 1 x 4 PT
1650E-1.5E MSR 16- 3 24-10* 27- 64 43- 34 26- 6 26- ^_ 1 1/2 X 4 PT
1800E-1.6E MSR 17- 1* 26- 34 30-10# 48- 04, 31- 1 31- 1 2 1/2 X 4 PT
1950E-1.7E MSR 17-11* 27- 64 35- Ot 48- 04 SJ 2 24- 8 24- 5 4 1/2 X 4 PT 4 . 1 1/4
2100E-1.8E MSR 18- 9* 28- 9t 38- 9# 48- Ot 31- 1 31- 1 7 X 8 PT + 8 1 3/4
240OF-2.OE MSR 20- 3* 31- 1# 45- 211 48- 0# J 3 16- 4 16- 1 3 X 4 PT 4 I 1/2
*REQUIRES 2_X6 BE'ARING #REQUIRES 2X8 BEARING 21- 4 21- 1 3 X 5 PT 5 1 1/2
23- 0 22- 9 4 1/2 X 4 PT 4 2 1/4
24- 2 23-11 3 X 6 PT 6 1 1/2
3 Web Requirements (Ft.-In.) 30- 0 29- 6 3 1/2 X 6 PT 6 1 3/4
31- 1 31- 1 4 1/2 X 6 PT 6 2 1/4
UNBRACED BRACED J 7 20- 2 19-11 2 1/2 X 4 PT - 1/2
2X4 WEBS W1 W2 41 W2 24- 2 23-11 3 X 4 PT 3
STD-OF 31- 1 31- 1 31- 1 31- 1 25- 8 25- 8 3 X 5 PT 3
CON-DF 31- 1 31- 1 31- 1 31- 1 31- 1 31- 1 4 1/2 X 4 PT 4 1/2
STD-HF 31- 1 31- 1 31- 1 31- 1 SJ 7 13- 0 12-10 4 1/2 X 4 PT 4 1 1/4
CON-HF 31- 1 31- 1 31- 1 31- 1 16- 3 16- 1 4 1/2 X 5 PT 5 1 1/4
2X6 WEBS IS- 4 18- 4 4 1/2 X 6 PT 6 1 1/4
NO2_-OF 31- 1 31- 1 31- 1 31- 1 19- 6 19- 3 5 1/2 X 6 PT 6 2 1/4
NO2-HF 31- 1 31- 1 31- 1 31- 1 22- 5 22- 5 5 1/2 X 7 P1 7 2 1/4
26- 0 25- 9 7 X 8 PT 8 3 3/4
28- 6 28- 6 7 X 8 PT + 8 1 3/4
4 Force Information L=Span (Ft.) 31- 1 31- 1 9 X 12 PT + 12 3 3/4
CHORD FORCES WEB FCC, ES JOINT LOADS CHORD SPLICE OPTIONS
C 1= -206.7L W 1= -14.4L J 1= 24.7L C 2 26- 8 26- 5 3 X 4 PT
C 2= -176.5L W 2= 1,3.7L J 2= 43.5L 31- 1 31- 1 3 1/2 X 6 PT
C 6a, 134.6L J 3- 39.91L C 6 17- 6 17- 3 3 X 4 Pr
C 7- 196.2L REACT= -90.0L J 7= 2.OL 20- 9 20- 9 3 1/2 X 6 PT
DESIGNED IN ACCORDANCE WITH TPI-78 AND NDS-77 26- 8 26- 8 4 1/2 X 6 Pr
OLYMPIIC STRUCTURES, INC. 31- 1 31- 1 5 1/2 X 6 PT +
1850 - 93rd Ave. S.W. PLATES MARKED + REQUIRE 2X 6 CHORDS
OiyWis, Washington 95502 GROES PLATE RATING(PSI) FOR PT-171(11F), 169(HF)
NOTES: 1.Cut all members to bear.
2.Center all plates on both sides of joint
unless X or Y locations are specified. TRUSS IS
3.The truss fabricator is responsible to SYPTURIC.LL
SJ 2 provide plating for hanoling as required. P2•L:�5 AbCUT
See Usage Guide,
4.See Table J for web lateral bracing
requirements. L R e"
P1-L42S .S P*6- \ ,.•p4 v1ASlj;Nti �1.
4- 4, Cr• 1
J7 X G2
12 e � ,
Y it SLOPE
S , O .••Gt •ra G � �% °•o;;st0 N AL C:�
C7 C= C6 PURLIN SPACING 24.0 IN.
2a4 eEAi 6 P
n`TAelE L 3 S,S 4_6 Pe TYPE 700
SPAN O_ UbC CODE 6'- 0' O.C.
Design valid only lot use with Hyao-Alf connectors.This truss is designed as an ndnidual building comoone t. 4/12 SLOPE PT PLATES
a*'to os npa caated onto a oulldrp design at the sbecitkah ign on of the desef of saq building Btacm
Sped led IS la lateral support of Individual truss memoes only.Additional bracing of the overall structure may .•� DOUG F I R t HEM F 1 R
Do Ieouufq Fa general guaance see Bracing vttxd Trusses'.For sgecllle truss orating lequuemads contact yypROvQ/R`
building deaagne.For Information regafong Iagiut ofl,Quality conlfol,storage.delivery,erection and Ofacng III
busses,comult the Quality contra Manual'and the Recommended Coo of Standard Practice'. ENQ1NEERINO./NC. 25/ 4/0/ 1- 30 P S F La 1.I S
'AraNDb lion Truss Plate Institute,7411 Riggs Road.Hyattsville,Maryland,20783, BOX 7359,ST.COUIS,MO.63177
Cr`HYoro•AV Engineering.Inc. 1979