HomeMy WebLinkAboutBLD27845 ReRoof - BLD Permit / Conditions - 4/10/1991 Shorelines: Plumbing:
Setback: Mechanica :
Special Interior:
Conditions: FINAL:
Mobile
Smoke Detector:
Remarks:
Footing:
Setback:
Foundation 1ple-�,
Walls:
Framing:
Fireplace:
Wood Stove:
TYPE RE PEOF
Permit No. 27845 No. Floors Sq Ftg 20 squares
Owner SG+M2MC, DCJR(W Tel 426-6560 Date 4-10-91
Address 11750 Hwy 101, ton Zip
Contractor for
Address P.O. Box 851, ton Zip
Legal Des -cription tr
Direction to project site None
um ing Mechanical ewer Wood Stove
Fireplace Deck Garage import
Basement Loft Other
I
BUILDING PERMIT APPLICATION
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584 /
427-9670 DATE ISSUED
PERMIT NO. a-7 � s
NAME MAILADDRESS CITY&STATE ZIP PHONE
OWNER cJchIol - Mc WE) 8 - y
DIRECTIONS
TO JOB SITE
PARCEL LEGAL
NUMBER DESCR. TR It. 61 ' OLU Nwl I '- 11
NAME MAILADDRESS CITY&STATE LICENSE NO. ZIP PHONE
CONTRALTO - p,0• b0-K gSl-
USE OF R r N 9558 a 7-8 i
BUILDING
CLASS OF NEW ADDITION ALTERATION REPAIR MOVE REMOVE
WORK ✓
DESCRIBE p
WORK T� _ 1-
fin c'
4-�C,use o�c,d Sho
BEDROOMS DECKS CARPORT NOTICE
BATHROOMS TOTALSQ.FT. GARAGE SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
CONDITIONO.OF STORI ES BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
COMMENCED WITHIN 180 DAYS, OR IF
TOTAL SO.FT. FIREPLACE DETACHED ABANDONED FORA PERIOD OF 80DAYS TO ANY TIMEAOFTERWORKISCOMMENCED.N OR WORK IS D OR
PERMANENT SHORELINE
SEASONAL
OWNERSAFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT 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
REQUIREMENTS 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 CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT.
X OWNER DATE X BY DATE
FOR OFFICE USE ONLY a
DEPARTMENT APPROVED DEPARTMENT APPROVED / D V
YES No YES NO BUILDING VALUATION
HEALTH PUBLIC WORKS FEE
PLANNING FIRE BUILDING PERMIT
D.O.T. BUILDING PLAN CHECK
SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION
SHORELINE
WOODSTOVE
PLUMBING
MECHANICAL
STATE BUILDING FEE
STATE SURCHARGE
'PLICATION ACCEPTED BY PLANS CHECK BY APPROVED FOR ISSUANCE PERMIT VALI ION
BY CASH CK MO TOTAL
JUN-19-1992 08:52 FROI`1 MC SQUARED INC. TO i2064279362 P. 12
Ili C 2 ENGINEERING Job: -7;;a,,_c 4 10o<,r
OLYMPIA, WASHINGTON
(206) 754-9339 Date:
Sheet: of
�
72
79 ss
Tha us.data"Ril.and stop `
--...
flammable aid co of hazardous material -- ^-— - �mbustible liquids in this sirucs m is not aB proval of the a _._____- _.__....._ .. - _. --. _.. ._ , __
.-.. .._ ..-
Mason County Fire Marshel. '
--- - THESE Ii.. -. - u �- - -
-ON THE-JOa SITE ----
O INSPECTtON.-
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Bi TO APP NAL
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UCO: I+AL i.hN: UI !rl-Da ANALYSIS \EEO Fy pFRpp
w q9F �E� F SS�OMAI fpci
TOP CHORD LIVE LOAD 2 . 00 PSF
4
TOP CHORD DEAD LOAD . 00 PSF LM PLATE SERIES: LDVM= 1 p ♦ �+�x►'
TO �* +Q°t� sr
T 20GA 164 PSI GROSS
t
T CHORD DEAD LOAD 1 .00 FSr K i6GA 151 PSI GROSS
r TOTAL UNIFORM LOAD 30 . 00 PSF - 16
TRUSS SPACING: 6.00 FT. CENTERS aO
!LOAD DURATION FACTOR 15Y. PURLIN SPACING: 24 .00 IN. CENTERS oFJ'C/s( rD '' rt0. O��for�O}��
slONAI EW qy�1.01
TI 2X6 DF #2 REACTIONS: VERT. HOR. MIN.BRG. THE S AFFIXED HE TO tit CCEPTANCE
iBl 2X6 DF #2 1 2119 -0 5.50 IN, Or PROFESSIONAL ENGINEERING RESPONSIBILITY
Wt 2X4 HF #3/STUD 5 2119 0 5. 50 IN. FOR THIS DESIGN ONLY, OTHER DOCUMENTS WHICH
MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT
TOP AXIAL SOT AXIAL WEB AXIAL WEB AXIAL BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY
MEMBER'FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR ME NOR UNDER MY DIRECT SUPERVISION.
! 1- 2 -4829 TI 5- 6 4571 81 7- 2 - 1051 Wi 7- 3 1138 W1
2- 3 -4092 T', 6- 7 3699 81 6- 3 1138 WI 6- 4 -1051 W1 MAXIMUM SPACING OF LATERAL BRACING OF BOTTOM
3- 4 -4092 TI 7- 1 4571 B1 CHORD, IN TENSION IS 10 FT. BOTTOM CHORD IN
4- 5 -4829 Ti COMPRESSION REQUIRES LATERAL BRACING AT 24
- INCHES ON CENTER.
SPLICE: 6- 7=4 x 5 . 3 3- 4=4 x 5.3 IC80 REPORT NUMBE
R 2625.
PLATES 2- 3=4 x 5 3
i6'-4"- 14 5'-7"-2 45 ' -7"-2
6'-4"-Ii
12
I 4 F-- ,2
-� 4
6x5.3111 jS P INSULATION
ON THE
1 CHORD.
j \ 3 DESIGN TO BE USED WITH
LIGHT GAGE METAL ROOFING
i 1 .Sx3.5 AND PURLINS.
1 .5x3.5% T
2
4x8. 8 = 4 ' -5-- 1
/xd . 9=
•!� x4 . 4- 6 4x4./_ �I
5.5 IN
8RG 5. 5 IN I
24 ' -0" 8RG
SCALE: 8 -3 -4 1'-5"-d
8' -3"-4
1 FT=. 3104- 271612
CEPERV6 . 418
A�l Cof. l-F THIS
•>TCCSI SE O aBpUE_ CESIW REQUIRES TOP Ar0 DOTTOM CHORDS IrCWD1rG THOSE WITH
CCt(RSM » .JP 'F THIS CE'S1 JI TO it;E BUILD1rC DESICIEA Ara PIC:"YBa'.r5 OR FRgt1111: TO HAVE CCf+TI1U0US LATERAL SUPPiAT T111155E5 SHALL BE I'PrE1FAC TURm TO THE SPECIFICATICr6 CC TPI
CC7ARACrl F:_ r+.E U aPPRCUaL Ara USaCE, CESt Q+ SW aS ATTACHED HEAT1.1"C„ PURLI rr'a DR BRAGiri TRUSS PLp TE1 TCAI El•ITA TI pI FOR
)K'rL.t�eV�PLAOTE CS JT�p(pE ,S-,rES�'
CAL�ULA itY6 rD TRu55 PL.TE It6T(TUTS tTPl1 PuBLICA i1G6 REAL TI•:rl Ara BRarI/C F.A�_ES SHALL BE TRartaFEFRED TJ n.E REFFJt TO Ltf STaI QiR fiS FOq PLp TE PW�E?}JCT SPECIFl CaICt4 .
ARE AVAILA DLL MCn WrIBERfM TE +L1Tr. But LGtrC STRUCTURE. TRl_SSF3 WI7M SLC•FED BOTTCn CO CC L'EFERPOLeD SPLICES SHALL ESE L -LA'-EC aT 1:i PAr PE LQaTr
IRIS DESI31 IS F•:q - TRUSS. tNICH IS A CCrw7 O'T. IT SHALL HRP C41TA L.7 TO HQAI_Cn7al DISPK.ICQ ETrrs afaiOq TRArbFER t'-U'• ParELS Ir+ EACH CHCAD SEJFTR Ha L+E ET7UAL G.V LI JrT
DE IrrT1=CAA Tt=i IfrT) THE BUI LDitr: CE9t Qr. �cSIQ+ LGIDS 'la MDR Tal F•A:ES T•� THE BEARIrr:S. L.�l:A TIaX6 CF LATERAL PatELS Eti FAtC S ft l: Ara qRD SE""CPf!CORCItc, -L-C 1t.
DI106l Orb S...LL BE JERIFIm BV BUI LDI rL; ESIQEA. [EST QI THE TRUSSr LIESR7IIIUBV�C'.<l,r ROESI.TI FCAr•Bft Ri ARC lHOICHCTAEM ul ERE•_TI.;r, BRarItIC AIO PE7tTlt QtT BRACT N: qAE Al1i1Vs AtOU1PED.
rETT x L•x/ I i III QF•:fIMI'CC ++1TTI aPPROPR1aT TPI STarplgLS BRACir.:Ara Ir6TALLAi1�N FW OlHEAF AE3FR T� TPI 'BRACItf. ta70D TRUSSES•, C ol"A PO ERECT
TRUSSES SHa LL DE WADE 111 ETC VJSED ButlDlfl:S In rrcrf CCAAOSIVE WITH --AE. W tOT ERECT OR usE CNrHcrD TRUSSES. W C"
CALCUIrfQ RS .,BE iH ADEQUATE--:TICr,UI TI ON. TRUSS PLATES AS SPECIFIED Ara tPtUCACTURED eV CUT, DRILL CA AL7c'A TRUSSES. TAU556 SHALL DE Ir6 TA LLE�.
CAU-ULATII• .�Tl•:AL CFrLEr 7I Lrl FCM LIVE CA SrL7N LWD CCES S71LLI.T17. PWt� Ara ALl ClED. Ara OAIFSrtCD AS CESI Q'm.
roT E<iR L-�ao F•q FLCO TRUSSES. L,2A0 FCA Ra F irassEs LUMBERMATE COPYRIGHT 1990
WI rH CEI l.1t rS Aro L leo FCa a.,ERtwrrc5 Ara RCCF rRUSSEs THIS IS a TttCLx CESI dr FCA a sPECI FIC w11 LDIrC. Dlry 611+
Wt TIhiUT EI ,r%S. Car>BQi l5 REDUIR[� TO COHFE76aTE Fi_q DIUIsl Aft•:F aLP1rE QL:IrEFSLED R10DUCTS. Inc. FOLL•:rIP4 ltCHES 1ralCa TES SI XTEf7'ANS OF aH ITCH. CE31 QI
aC il/AL [E.D •:D. Ba SIB JI Lur>eET tDiSliIRE BELCH 19%AT TirE tY FgpglCa it:.rr.
a end atorege of hazardous materials Of . : ,. AW
The use,handha9 ulds In this structure is not allowed T
,Able end combustible I County Fire IAershal. b.
--�yA-et thr sleson Z 9 CUA CE ROOF METAL r "�
�ut epP �. . :�•,.
y„ -- --- PURLINS TO 13L OCK W,,*r3) 6D
2X6 PURLWS ® 24'sC. C.
X6 BL ?S ® 24 O. C.
TRUSS -- -(3) 16LI -r —nNE---r--rUN
2X4 JOIST �, ,�,�,.... � ,/"` -" 3114" MB W/WA SHE/r'—_
TYP 3 &a POS T A :;i 4T,\ W-IV _
w..
loop
'.-- (?) 2X6 X1 B"
2X6 C/R T ® 24" �0.C.
• DL CKS �M
's 1 EA SIDE _
2X6 L C/R T (P4 B" O. C:-'
6X6 PT POST (2) 12D MIM ® POST
�. ,k MEET
TOENAIL L W/ 29 CUACE WALL
END M/N -- (2) 2X6 r&c P T C
yz Ra3'.�„yr..
CL - d "" Y:T max.
..f o : i► _- THESE PLANS MUST BE
d� ..,. w
TAMPED EAR TH ON THE "TE
WANNW '"' - "M FOR INSPE^ZI
POURED CON'C Aso
` � - ED
I% .: BUILOINO MSPECTOR
TYPICAL SEC.TI 4N
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APPLICANT TO DRAW SITE PLAN BELOW
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NUMBER'S NAME / ) � C.cJ/f� ,='i/� BRANCH
BUILDING LOCATION _ ��7 C. 7�i/� `
D11'I'E
AND COUNTY // //i/� A�/� PHONE'
Shaw bay spacing, open bays, partitions, including doors, windows, skylites, vents,
sheds, etc. Show type (clearspan, rows of poles, etc. ) . Shaw concrete Slabs and
thickness. Show metal type (aluminum or steel) and color. Show north direction.
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FB-4