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HomeMy WebLinkAboutBLD96-0831 Final Garage - BLD Permit / Conditions - 8/30/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 F3 U i L_ to i N Cl PERM I IF F OH INSPECTIONS CALL 427-96 TO BETINFEN 5pm AND Sam 427--7262 BL D96--0831 PARCEL : 123307590053 PLAT s D i V s? BLK :? LOT :? JOB ADDRESS : NF 211 MFFK HI I.L RD BELFAIR OWNER s BOB F I TZGE=RAL..D 71 B--4639 CONTRACTOR : L.EGAL : TO 5 OF SURVEY 21149 Ct.ASS OF WORK NFW SEDR : 0 BATH , 0 TYPE AMOUNT Bt BAIt RECEIPT TYPE AMOUNT By DATE RECEIPT TYPE OF USF . . . . :ACC STOR I E-S . . . . .. . . s 0 OCCUP . GROUP . . , t? BLDG . HEIGHT . . s N .0f t PINT t 115.S$ CPR 07121/96 0000 TYPE OF CONST . . s? F I RFPI-ACES . . . , s 0 PICK 5 42.2H CPA 07129196 9010 OCCUP . LOA0.. , . . s O WOODSTOVF'S . . . . s 0 STFF 1 JI M 6PH 01121196 1011 GWFt.I.- .UN ITS . . . . : 0 PARKING SPACES : 0 �ENCP ; 26.11 CPR 11129196 11111111 INSPECTION ARE"As 1 SHORFL mr? . . . :N TOIAh 179.20 VAIUTA1ION: 11232 1 �:.tiLs^.CSy'.�Jt:TL':T.�"" 4 94'Wc.7.0`-:??4?-Ycc'CY'.:ig0�-!1•s:.0 jSETBACKS------------- -. TOILE=TS . . . . . . . . . . s S FUEL TYPES---------- -- BOILERS/COMP-, - - - MOBILE HOME— .. FRONT , . .W 55 .0ft BATH BASINS . . . . . . s 0 : 0_ 3 HP . . 0 REAR . . E 200 .Oft BA-FH TUBS . . . . . . . . : 0 3- 15 HP . : 0 MODEL s SIDE ( I ) .N 100 .0tt SHOWERS . , . . . , . . . . r 0 F'LIPN d 'I OOK STU : 0 16-30 HP . r 0 --MAKE_. ..._.. ._ _. SIDE(2 ) .S 75 .0f t WATER HEATERS . . . . s 0 FORN >-100K BTUs 0 30-50 HP . , 0 SHAL_ I NE, . 0 .oft CLOTHES WASHERS . . . 0 FURN F'L OOR . . . : 0 50-t 1­111 , s 0 - YFAR- AREA __ .._.__._____.___ KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 01 LOT F; 17E . . : FLOOR DRAINS . , . . t 0 VENT SYSICMS .. . . s O EVAP COOLERS : 0 LENGTHr 0 BUItZING . . . s Ost DRINKING FOUNT" 0 VEND" FANS . . . . . . s 0 HOODS . . . . . . . s 0 WIDTH . : 0 BASEMENT . . . s Oct LAUNDRY TRAYS 0 DOMES . INCINtO - SFRIAL.At --- DECKS . . . . . . s Osf DISHWASHERS . . . . . . . 0 AIR HANDLING UNITS— - C OMM1. . i NC I N s0 GAR/CARPiG 064af GARB DISPOSALS_ - 0 10000 cfm . : 0 RFt0C/REPAIR : 0 AT/DT . :D URINALS . . . . . . . . . . 0 > 10000 cfm . ! 0 OTHER UNITS . s 0 MI SC Pt.M F 1 XTUFES , 0 GAS OUTLETS a 0 PIBdECT DESCIiPT:O9��AAABE PROJECT LOCATIMPIRTNSHORE, UGRT ON SANDRitt 10, ►.EFT ON DMAIR NANOA IJUST AFM PRINCE Of PEACE CATHOLIC CHURCH) R1601 ON NEEK HILL TO T Im N9M "fit , CLEANED 2 ACIEZ Oh LEFT, THIS AFRNIT SECONES ROIL AND Yt410 IF MURK OR CONSTRUCTION AUTHORIZED IS NOT CONNENCED 1111NIN 110 DAYS, OR IF CONSTRUCTION OR NORK it, SUSPENDED FOR A P1.4100 OF 111 DAY$ Al ANY TINE AFTER 1010 IS CONNEtt;ffD. EYID J4E OF CONTINUATION Of NORK IS A PP.00MS INSPECTION WITHIN THE i91 DAY PERIOD, FINAL 1113PkCT191 NUSI OF AMOYED BEFORE 9011 DI. 6 G R O OWNER OR A9ENTr __.... OATEs�� i ALI_PNNT, rev- 13131191 , 'COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED I � CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Attic Groundwork date date by D.W.V. WALLBOARD NAILING by date by date by Water Line FINAL INSPECTION date by date 5_3�'--) _SG by [./ date by i i i I I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Cane No . s BLD96-0931 Fort BOR FiTTGERALD Pages 1 1 ) The use , handling and sJo age of hazardotts hater I a i s or t i ammabl ee and combust I bl e liquid I exc as •nf 10 i t ins 19 not allowed without the approval of the Mason County FirJa 144 r8 a .. X `TL v' t.e 7 U 2 ) Proposed structure or any portion thereof' greater than ,30" in height from grade line, must maintain a mInim m o 5 ' satbaok from all property lines, easements and 10 ' from X Ileo n y fad tat o d right of ways . 3 ) Approved per dimensions and set back s on 4,ubm i t tend site--plan . X�� 4 ) Proposed structures or portions thereof with an pro Jent i on over 30" In height from grado I i ne, roust maintain a 5 ' s rU t 1 o sat.a oe etweete ad iarient struotures and that furthest projection . X , f '` '� •.i 5) All approved plans are required to he on—i i 'tea for Ins eaot i can purposes . If i nspeot i on Is va11od for and plans are not on site Approval Witt. NOT beranted . 1n addition, a Res- 1 nspe►ot i can fee in the amount of $30 .66 per hoar (w i n i mi.im 1 h gottr ) w I If he oharged and must be co I I eoted by this department prior to atty further E rispect i ons being pArformed or appro aa , , grrmn ted 6) PURSUANT TO 1491 UNIFORM 1AIJ I I.D I NG CODE , SFCT I ON 305(C ) AND SECTION 513 ALL S I TFS MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO Bt PL.AINLY ViSIBLF ANC. I FG 'BLE FROM THE STRFET OR ROAD FRONI ING hiF rRoPERTY . MASON COUNTY BUILDING DEPARTMENT RE00111ES THAT THIS BE COMPLETED PRIOR To CALL. I NG FOA ANY SITE INSPECTIONS . A RE i NSPE CT I ON FEE BASED ON RATES 114 TABL.F 3A OF TfiE 1991 tIN I FORM 13U 1 t.D I NG CODE W i I t. BE ASSES4-1) IF OWNED; NTR OR FAILS TO POST ADDRESS ON SITE PRIOR TO REOUESTING I NSPEt}T I )N ' L I . MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 ? ) No G<:oupancY . This utruoture to, limited to M 1 use only . Any other us wi F F be In violation oT the Uniform Flu i 1 d i n Code and mason ,Cant 13.',g i s ons unless a "Change of Use" 1)"rep 1 t �s approved , X. 8 ) ALI�CU TF R C EET OR EXCF..E0 ALL LOCAL COMES AND UFtC REQUIREMENTS . X.9) Changes to approved building plans that effoct complianue to the 1991 Washipttton State- Energy Code , 1991 ventilation and Indoor Air Quality Cede, the Uniform RuIIdIno Cods and/ur Mason Count yy He u1 be approved by Meson County prior to ounstructIonX 10) ALL DONS I RUCT•F OtI MUST M ET OR EXCEED L OCAI. CODES . IF ANY QUEs'r I ONS , PLEA^E CALL. TtP,1 Of r CE ,EFOR 'CON TRACT ION . 1 1 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTEDL' A R qQ i RE() P R MAS , COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING Cc)DE ,x �" 71 12 ) Owitew/Mui ider assuttwe,. al I 'p�czpc►nsIbi 1 I y if drainfIeId a,r .a IS encum er dX4 r. f ` . P I iC �tr; Permit No. MASON COUNTY 60� BUILDING PERMIT APPLICATION &*V © 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 l7 PLEASE PRINT #1 Site Address_( . City t`�� L�112 St I^ _Zip q¢h5o2 Directions to Job Site L-L 1RQ Mb -r 0 - MaL-EI R i►4&N cfZ J c Ism IMF a Pii OcE o r P��ac� ��„�c is e i��,►ac►+� I C, ►+�h tj M rtcK t+l L_L, -Eo T, t j l,r-N W Q w ►-f i 6 L . Pa.l=aa AP- 2 Owner Mailing Address SA NEB City St Zip Lien/Title Holder W [A Address Clty St Zip #2 Contractor Name-Fcoo- i OUN-cq�Tf: t 8AAtF_ ui!=DlKCS Contractor Reg#-r����pFoggLT Address 165A) R w X 9 q Expiration Date/ 3O /-9-7_ City L=\JNNWooZ) St to!,A Zip gPc37 Phone# Poon_ ���Z'-�-q�5� #3 If septic is located on project site, include records.Connect to Septic?__N L)Public Water Supply )e/ Well Connect to Sewer System? ` o Name of System (If residential, proof of potable water is required) # arcel No. 1233 c -7_--G�,5 Legal Description TfZ.0- mot -# 1�728 #5 Building Square Footage: (existing/proposed) 1 st FI / 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage / 6�j Carport / (Circle:Attached o etac e . Other sq. ft. / #6 Use of building C,A19�ba GIB Describe work #7 Type of Job: New Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION [8NMROWN [BiModel Year I* JA Make Model Len9th Width Serial No. #Bedrooms # Bathrooms Type of Heat J U L 0 5 Purchase Price $ WALTH SERVICEF #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW S�Ic A T-TAK-N»'D i Plumbing Fixtures ($3 eachl FQg Mechanical Fixtures ($6 each) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, Bath Basins Heatpump, Other Bath Tubs No. Units Fees Showers Furn BTU _Hot Water Htr Heatpumps _Laundry Washer Vent Systems Sinks _ Spot Vent Fans Floor Drains No. Boilers/Compressors _Laundry Basins _ HP _Dishwasher No. Air Handling Units _Disposal cfm# _Urinals No. Fire Protection Systems Other _ Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $ OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY /_Z//" DATE DATE I I FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold 9 Approval Planning: �A'� -7(CtRC Environmental Health: I J Building Plan Review wU" Occupancy Group: to- f Type of Const: .- 14 Fire Marshal: Other: Special Conditions: FEES Building Permit /OS• Sa Plan Check y Z.-Zo Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other Building Valuation: ��� 7-3 2— TOTAL FEE Site Plan PI ase Check After Doing Site Plan : ZSeptic and drainfield [CAccess to proposed building Property dimensions ❑Sewer lines ( Lot size Existing buildings 5if Setbacks of proposed and [9 Elevation of property Proposed building existing buildings ❑Bodies of water ❑ Easements [u ain road with name ❑Floorpian Job Name: 7)0.7 iT2 C iL;4L a Job Site Address: A EEjZL1 i 1{,` Legal Description ti���Q �e���$�� MFA_jam ` 1 0A. -A.47a9 — Draw North Arnow i Circle of I I 1 Z , : � , I i .� �-*-- -e -A i -- ------- t { { I — _ I : ! 1 � � Wbift•CmwmaCopy Canary-Office Copy Pink-Accounting Goldenrod-Production A 1995 P aRilt inrht*"iM FROU QdS s Town SZ Country= State a-16521 Highway 99-Lynnwood.WA 90037-3199 POST FRAME BUILDINGS Eve FAX:(: 6)7406)259.4t71 lFry :ip: 00-84-95552 Adminis,ratNe tieadquaneo: (206)743-1555 FAX:1206)7a2•d379 Toll Frea: 1-800-821-9552 011r'""or Contractors Lk./: TOWNCPF099LT Building Design Quality:Our Aam Depends On It. Draw North Arrow in Circle FLOOR PLAN T ................ i- �� 7��J 31R �`t^i-AS5 :a�•il>��ra_. a .... . .. ........._........... ... .........._.............. ...... ... A1t► u_��lt-r.Yt� ._t1EP�.R..'�+R�RR1R!►. t..NSN.471014. IN Q�010 fF 7 Of ly _ ... ........ _ __ _ M Zq EAT t2, ^14 Y34 s7MG �R'1' 5 lB .N l�-1# 3i4Q? P110SM 4 ;�;'3FlgAPA 3'x�rsr .k3G 3(p PEASE CHECK:._- . ...... . .......... .._:....B1.LDIN. .Ca-_ELEVATION-._ _ Roof Pitch N l [ _lEaves Height 30' [Minimum Clearances-_'4' ❑ Roll-ups fit in Bays ❑Roll-ups will'not hit Truss' • .....- . .. _........ _._ ( S A - --- Customer has verified and approved the orientation of the building to the North and veri a tha 1 c I Para h the con t are shown on this drawing and vice versa. Customer Signature: 0 White-Customer Copy Canary-Office Copy Pink-Accounting Goldenrod-Production 5 PermaBilt Industries FR#85 V96 .� DETAL v x DETAL e/2 w/ /�N1ErAL ROOTING PCR � � I I NO rOST. / NOT CA Cr-) \ c aosa« i 2 y i Qa I I c See GENER,.L DETAIL 9/Z �4 NOTE w4.J 510CWALL P05r IfAKC DEAM PER -1 g 0. C I I I I I I DrAI S/2. OPTIONAL CAVr- 3Cr•CCI 'n a I I I I I I DEYG� 2.R PU6.IN reR DETALS INTEIOOIC RAFTER a v 5/2%4/2 MC PER LC G. - 50tDLLC D. I I I 1 rOST PCR SC}tDLLE A. I I r d cv e GRTS PEK W O 000>ZZZC I 1 I I DE'fAL 12/2. INieIeOR 1M05'f PER = c yV I I I I I I SCHCOLLC�PER J 29 GA.METAL NOT DCDC O D r Q �OlSlna.i •• �'-!•• yl I I I 3u1 I I WALL 0..�m+G DETAIL QNrCR OF,oLDG.J Yl PER Nbom 4. Z X Q,X x Y SKEr . way, a)2 N ENDWALL POSE I i C OPnOSL L CLADDING vII, PCK SCNCDIlt D. PER NOTE •II, N v h I I I I 1 1 ICCr w7.J z (L 1 d > z V ? AND DETAL 16/2 IIII �peR5CMw ! ! II AND OCTAL 1614. NTI[IOR PDX I I I I C H/ i 1 �A� u LI l�I LJ LI L1 \ U J U ! I I UBMIT CHANGES FOR AP ROYAL ���c����~ U x I I I( PRIOR -0 PERFCRMING �VCRK m-AiL 16/4. POST SPACING OST SPACING < SPAN N 2 11 II � v TYl�ICAL SECTION T1-1I2LJ 6A-fIr SYSTEM J Ib I I I I � C 1—I :v1UST : .ALL CURRENT I htr:SE . L.AI l., ;UIV t o I I I WASHING T ON STATE CODES ON TMAI cc ��� C L� �11 DErAL 9/2 r �'C W�? dLDG.LINC��/ Y x t0 R ' INSPECTOR 1 Ar I•A=Or I I \ CHANGES SUBJECT TO APPROVAL ~mo o PER POSE C rYP.J � Y. I 9AY S I Z Norm ROOFING .I, 9AY �I�E � BAY SIZE � E\ NOTE w4.SHCCr 5. I�L.� �] 2 � (� (;4' MAX) (14' MAX) (14' MAXI I i I I �{sNOftS w4J S i DEWALL LENGTH PUICLIN PER DETAJLS FOR MAXIMUM SEE NOTES I 8 4 5/2 s 4/2 AND ; �j 5d�EDLLC D. ° 3 L ovelo 2 2 OVERHANG PER �DU.0 C oper ��/2. �11a153 DM OTFCI[5 1. PO5'r PER 5C:]tDLLt A r+ =1 s IONS GENEI��L NOTES 9 i� S'�PROVED �I .� k 11508 �G K" G,RT,P"OLrAIL 12/2 MASON BUILDING INSPECTOR CHANGES SUBJECT TO APPROVAL W I. MALOING MAY M C40N5"MCTED OP ANY SIDCWALL LCNGfH AND K1 �I++"' j Er w5. 5PAN MECTiNG TI-e OWC2LM AOCK"OP T5 CSC PL/VJS vHttm 'rjQNAL <OPTIONAL CLADDING RATIO OP LENGTH TO 5PAW 15 L'OUrVL OR LCSS?HMI 3<SCE NOTE 4). PER NOTE w11. )� DATE y S 4 SF�CT•9.J DOTAL IS/2 2. 5PECM•IC DIJL.DMVG DIMCNSIOPNS.WALL OPENINGS AND ACCESSORIES / KOOR AI=INAMCATD ON PERMA DMLr DULMNG DESIGN SFCCr.C ATTAOZDJ EX14RES 1 t/1 5. DULOING MAY CC A COMDINATnON OP C.CNtSPAN MY7 GR1D SYSTEM SIML/V[r0 PILAN. � / I I 1 4. "am ROOr S S ALOPE G1m mle Y"^N 4,12.DUIL.DING LENGTH TO SPIJd '� STOCK PLAN PRINT i RMIOS ARC LOSS THAN 5 POW TILC'HQ%CIC CAVE I'Cla fS. REPCI[ �{',\\ I rO P.D.DAAIC -20/90 TOR LIMIT'S. ! ! I `—POOt1NG5 1"CK SC}L' H gr Q I� I 0 J S. CON5 M.CTION OPTIONS Wee SHOWN ARE Ar flLG DUILDCIC'S DISCIrTION. LI AI.M7 DCrAL 16/2 l� -` (/� C OR PEK SCYEDIJLC U W v Z DCTAJL 16/A. 7Z u� S sheet � x TYI�ICAL SECTION T}-il?U CLEA}25pAN 1 I 4 re2LE.�,rAOP ME IN K=w/ 3-led Mr.) Or POST AND UD1PD LtC a Iw e<•QX_ rlw a POST RAKE EAM►Et+ }led AT POST SM2&LE PER r woDF RMcs An. tw.,-+/:' 1O tDOmt` T6 vµ' DomLAs r IraEDaL �I o NAILS .-fed(M.) MM Pa UNOLLE D I r1e/wFKE TO ECM NPSN MrE BRr w/ I rtw eAP¢70 FIiOP PIRSM o c c � e MAPI t PER W/ OEEI—�tM7` 1•-C•lAP YN. t'_C LAv 1elL 1141d FACEm MM � c n o:> o DETAIL .I 20 KOM FNL TO EACI PIAIL21 I M1M Me, • WILL�/�>r� (!o--/N NOT oaiu POST.) IS--W, T COR MART NS PCV-) 9 c •1 ■M k TF&w w/2-ted .-tee(T1PJ I L.�-� 2.■DC w/vow 1 I 1 I AS lbwN. 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WALD TO p �5.0ow PER EFf/O� WALL PWE7S Pip"am/3/3/2EMDR�T 4.SOCK P°R r-..�1PER SCMCDL E K OR MLIM TOP CMOIIDER SOEDUIE K OOBLL AAFwM 74 —VAN=00000 OM OF §211 OOWA L POST UAD. r N AT N I' W RHANG E I R P RA N N ? RI � P RA NN ON I I R RID �O�'TT�- I o 5 SECTION AT N W W TRUSS SECTION A. NOW OVERHANG _ _ +'�'-a' 0- a U�'�r�J{ 6-1«EACH SOL MAIL 2-PLY MAFRRS LEAK To LTA:NOW b-tee MrM,own TD OWM_ TOC MAL 1-CM SEE OCTAL 1/2 POR Q o tFBDE PLY OILY IOOEDCR w/1ed•!' To MINE 1IASTIC- W<•IM e►ETI LEAK TO POST w/rt« TRUSS BOL716 (�5I l/i sEna WINO/LEIAI TO w/2LOPE Is Less M Pi.OW Ix i 2-RYJ C•T-SfA ITO IMR/M UOK IS AIN IIDPEL� TIIAM 11.//SLOPE Per POST worK ROC ur. 2.6 OPt'. PACE O L6m PER OErAIL IF Win POST OF 99 M TO TIE SfRv EAAr MOT oc IEOb. MAC TO POST w/ ti <'mMOCR FIALm m POST w/rtea I �C IIA7O1 SOFBAtl POSE 2EE SCFOLSF IL }led OPMAX AT 2.<F.T.WM PTOOR 70AE AIAL1 O/OONP: •�•) CJ[f w/IN a lO" EWE am • TIE zmR w/toe ,-1r1' WALL PYD4S PER O.0 MDNF OETr -JyD��r,..=; 3rM1lIDROCCK l - c WAILS PER SOEDLAE M� �fAK gERS RJ77 /ONE H OR/11 ocia./!A wJ.-Loa o >Rra AT Past I I I A'kaM. oETwL tYt }WP PMPIEIES MLC - - Y1►� A 1e• I I �D® 711�IAf A ■OCIM To MA71> • O •�, p ALIFIMIATE L1f' w/led 1NLS I I ff)01MG err+anu A-A /�4 = 2.M a PT O fM OF°f1EROR ft*"PEP O \ �2<•O.C�w/R?-161 q�ST I I 1 t ROM OMOt r-- SCPEDIA.E - - `tied EACH ow PEA CONNECTION i ( e-tw(TIP.) I 1 '��p SLOW ^ OAa1 McBER (2)M1'4 es POt 2 a■OCA EACM SACK SIDE OF Vw. LocamPOST(FIO+fmE? sIX OF AST w/wfmM RAFTOP.s PER O �(2)3/0 P MOLTS FOR O 1%ST E]cCt7r(i)APLTOR A I 1 A .-iw 10'RAFTER 3PAtl Mm 2.F Ow:. FACE PDR tx1PNEA POSTS .���PP111 TD MKIOI POST. MWXLE C (3)3/<•.L10.T5 ��T 1ML w/r1« ---- •:R.00K FO• m. (1)DOLT PER OYbt to'vAM COME M"M SCHEDULE c w/ 3/E'PL1wCOD PPILID TO 2-1w F/LH mE (1)K=OOLT POI J� O10lIwOE fi SiwFOERs $EDLKF C isa T-0r 11LG l� �"M TO MID LDOOtRS s/7 POST PR>�IAE A 2.ROCx DCM P�FR 1OTE/1t1A7OM1L I •40�zp1o«OMiL To PwR WALL PoWnWE L SIfR POST. OWS 2TOOEIP"w1.) NEE P.T.1-O[T AS PER pETA"IS/2 Plrw00D I I WE wSIM 70 AM PST AT FSE L WALL wpl 110>SAO. �--P•�wOLSr ON06CP1STIPS FOR SEE OETA0. 1�M wYL PMIE15 OF AST LLMA. DDU OLOM Ermcs I` a SIDE I P RA CONNECTION N T N N 1 t TYP1 I x6 W I GIRT rTA! �* �L i 2 T•�T•-0• 2 t•-,-0' t HBREL DEETAIL NARROW DIosDM TOE NML Ma 2 f/z'-r-O• ..�A--�� or Fw. (TO 1FA7CH T-OW TO Pon I sca"LL POST) Asr w/2-tw AT 9461 OW AR (T+rJ Posy SMEEATMM Sty \' 'FOR M2LDetrs wtrMP!/�nI I TTP[ x rx 1./• ��i FOR fdIC�SL/WITH z '-p A COICIIETE SLAE.THE POg IWIS a L'o.0 Iy ' .p..:- Q \ uPPFR 12'OF IM \ L400 12'OF SOL y#QSj n .•\, wY Pe FILL .CIEF" EIOIINL WAY E FILL \ •p O Per Past �Eor►aM WALL .0-61w•2<•o.0 LIM AT[DOES, p .p FILL Alm COMPACTION I to «mOEA OR Tom a 24'D.C. ,, j •.0 o. . FILL Arm COIPAC1pN O.'.. a nLL PEA MOTE/P __-__-_ _ WALL OO.Im PMt3 J z / OF PCL PEA MOTE/P \ •'�q.. \ T-- -�T---- 12-led tOTK ST[EL SWAP OR EDIIAL e r 0.C. i f2. PAIL) '.: 11508 \\ O O: / Q POFt MMv/ a11« FACE NAIL m+ •' \/\/\ \ Post w F 11 / / /m / / / / Pas to E"COED C OOOILIE PAD / /�/ / W41►APEL3 PEA J I OF w/OiPR1M tw1 ND1Pm PIo+E h OR/11 OR nLcs COMCFEM Lloc _ Ff FVATION _ POST GRAM fAAY SNOT E REaT). WALL PERK Fe ow� w® t sh^ee: Fi AND F M AND P r PO SCHEDULE K. EXPIRES -- c A t E P PO ONNI- N 1 1-HOUR FI SEPARATION WALL P F OT1NG W P 1? INTER IOR POST RA cT IL 4 1 aEMBEDDEDa F TTN t 6 M +._,.-c. 2 ,.-I.-C.[�E BEDD n OST 0 / AD 3/4'-1-C. 2 1-i-C- n xn O NOTES: o " !c occ. m 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1994 EDITION OF THE UNIFORM SIDEWALL POST SCHEDULE ENOWALL POST SCHEDULE TRUSS BLOCK BOLT SCHEDULE BUILDING CODE. A ALL BUILDING WIDTHS TO 40 6 ALL BUILDING WIDTHS TO 40 C 3 4 0 MACHINE 8OLT5 W WASHERS 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 1994 EDITION OF THE UNIFORM BUILDING CODE. ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR BAY SAVE HEIGHT BLDG. EAVE HEIGHT BAY TRUSS SPAN THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. a WIDTH WIDTH BRACING SHALL BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. 8' 10' 12' 14' WIDTH 16' (SPAN) 8' 10' 12' 14' 16' WIDTH 20' 24' 30' 36' 40' 3. BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING �— 10' 4X6 4X6 4X6 4X6 4X6 20' OR 30' 4X6 4X6 4X6 6X6 6X6 10' 2 2 2 2 3 LOADING: IIN E LOAD: 25 PSF WIND LOAD: 80 MPH, EXPOSURE B WITH 257. REDUCTION OF WIND STAGNATION PRESSURE 12' 4X6 4X6 4X6 4X6 4X6 22' OR 32' 4X6 4X6 4X6 6X6 6X8 12' 2 2 3 3 — — SOIL BEARING: 2000 PSF FOR MISCELLANEOUS STRUCTURES PER U.B.C. 12' 4X6 4X6 axs 4X6 6X6 24',34' OR 36' 4X6 4X6 4X6 6X6 6XB 1 q 2 2 3 3 4 SEISMIC ZONE: 3 SECTION 1622. _ 26',38' OR 40' 4X6 4X6 6X6 6X6 6X8 NOTE ALL CORNER POSTS 4X6 — ORIENTATION SEE DETAIL 1/2 4. METAL PANELS SHALL BE ASC PACIFIC NOR CLAD, OR EQUAL, HAVING MINIMUM 80 ° NOT CRITICAL EXCEPT IF ADJACENT TO 28' 4X6 4X6 6X6 6X8 6X8 YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH Iy14 x 1—BEAM AN OPENING THEN LONG SIDE OF CORNER SE i DST TOWARDS OPENING. SELF TAPPING SCREWS AT 9" O.C. ALONG EACH PURUN AND EACH RAKE BEAM AND I{12 � STITCH SCREWS AT 24' O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH suo�c nay #9 x 1-1/2" SELF TAPPING SCREWS,AT 9" O.C. ALONG EACH GIRT. SEE SHT. 1 FOR METAL GAUGE. 5. LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: 2X4 THRU 2X12: HF NO. 2 D PURUN SCHEDULE FF RAKE BEAM W/ OVERHANG SCHEDULE F RAKE BEAM SCHEDULE SOLID POSTS: HF ROUGH SAWN BLOCKING: HF STANDARD RD AND BETTER 6. LUMBER IN CONTACT WITH SOIL OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED IN CONFORMANCE WITH AWPA C-2. NAILS USED WITH PRESSURE N LW Lv BAY WIDTH PURUN/SPACING LUMBER BAY BEAM SPAN BEAM SPAN TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. WIDTH Z O 2X6 O 24" O.C. 10 12' 14' 10' 12' 14' 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT � � Z LLJ 10' 2X6 O 24" O.C. DFL NO. 2 , (2)2Xlo (2)2X10 (2)2X12 2X10 W/ 2X12 W/ (2) 2X12 W/ U.N.O. 0 U Z 10 2X4 LEDGER 2X6 LEDGER 2X6 LEDGER B. CONCRETE SHALL CONFORM TO U.B.C. SECTION 1905 FOR 2000 PSI UNINSPECTED V) Q 2X6 O 24" O.C. (1)2X12 2X12 W/2X8 SCAB (2X12 HF NO.1 AT 14' BAY) CONCRETE. 12' 2X6 O 24" O.C. DFL NO. 2 12, (2)2X10 (2)2X10 (2)2X12 DETAIL 5A/2 DETAIL 5A/2 DETAIL 5B/2 9. BACKFlLL FOR EMBEDDED P05T5 SHALL BE GRAVEL SANDY GRAVEL OR PIT RUN W/ 4' MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SHALL BE 2X6 O 16" O.C. (1)2X12 2X12X10 SCAB r 2 DFL NIT"2 W BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8 2X6 O 18" O.C. DFL NO. 2 (2)2X10 (2)2X12 (2)2X12 H.F. N0.1 14• 14' 10. STEEL STRAPPING SHALL BE SIGNORE MAGNUS OR EQUAL 1—t 4' WIDE x 0.031" 2X6 O 48" O.C. + 2X12 W/2X8 SCAB r (2)2X10 DFL NO.1 THICK WITH A MINIMUM AVERAGE ULTIMATE STRENGTH OF 4300 J� (2)2x6 O 48' O.C. —— (ALTERNATING) BEAM 11. 19/32" T1-11 SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG c� o` SCAB ENOWALLS AND SIDEWALLS. Tt-11 SHALL BE NAILED WITH 5d COMMON OR �J r FOR THIS ALTERNATE THE RAKE BEAM GALVANIZED BOX NAILS AT 5" O.C. ALONG PANEL EDGES AND 12" O.C. IN FIELD. g IS TO HAVE NO CANTILEVER SPAN. CL BEAM k SCAB ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL -a o CONNECT SCAB AS SHOWN AND BE EDGE NAILED WITH 5d AT 5" O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4a USE DETAIL 5D/2. 13 39 10d O 12" O.C. 12. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. ` (STAGGERED) .g t c INTERIOR RAFTER SCHEDULE INTERIOR POST SCHEDULE Fi POST FOOTING SCHEDULE G GRID SYSTEM K GRID SYSTEM BAY RAFTER SPAN BAY EAVE HEIGHT POST EAVE HEIGHT FOR SPANS WIDTH 10' 12' 14' WIDTH 8' 10' 12' 14' 16' SPACING 8' 10' 12' 1 14' 16' EXCEEDING: (2)2X10 (2)2X12 (4)2X10 10' 4X6 06 4X6 x 6X6 6X6 10' 18" DIA. 18" DIA- 18" DLA 18" DIA. 24" DIA. 38' USE 24" DIA. 10 (2)2X10 DFL NO.2 (2)2X12 DFL NO.2 (2)2X10 + 12 4X6 4X6 06 r 6X6 6X6 12' 18" DIA. 18" DLk 18" DLA 24" DIA. 24' DIA. 32' USE 24" DIA. (2)2X1O SCABS 14' 06 4X6 6X6 6X6 6X6 14• 18" DIA. 16" DIA. 24" DUI. 24" DIA. 24" DIA. 26' USE 24" DLt (2)2X70 (2)2X12 HF NO.1 (4)2X10 r THESE POSTS TO BE 12' (2)2X10 DFL NO.2 (2)2X12 OFL NO.1 (2)2X12 + BRACED PER DETAIL 17/2. NOTE: ALL HOLE DEPTHS 4'-0" (2)2X12 SCABS (2)2X12 (2)2X12 + (4)2X1O M EAVE GIRT TIE STRAP LA 14' (2)2X12 SCABS (2)2X12 DFL NO.2 (2)2X10 DFL NO.1 + (4)2X10 DFL NO BLDG. V (2)2X8 SCABS BLDG. LENGTH TIE STRAP PER DETAIL 11/2 WIDTH NO TIE BLDG. LENGTH OTY NAILS O z NOTE : ALL BLOCK BOLTS 3/4" 0 A D , (] 20' 35' MAX 36' TO 60' S INTERIOR POST FOOTING SCHEDULE A J SCABS TO BE MIN. 8'-0" LONG, CENTERED P J IN SPAN AND ON RAFTER, AND NAILED TO 24' 39' MAX 40' TO 72' 6 GRID SYSTEM 11508 RAFTER W/ 10d AT 12" O.C. (STAGGERED) 25' 43' MAX 44' TO 84' 6 y 32' 48' MAX 49' TO 96' 7 ALL FOOTINGS: 18* DIAMETER, 4'-0' DEEP 36' 52' MAX 53' TO 108' 8 40' 57' MAX 1 58' TO 120' 9 EXPIRES 1 1 f 1 sheet NOTE: NAIL OTY S SHOWN ARE EACH 3 SIDE OF SPLICE. 4 N N � N SIDCWALL POST 50-COULe CNOWA"P051f 5CI•CDl1_r r01C ANY CLCAfC5P^N/4,1W 7UIt..01NG MCG7ING PO.DASIC+I/9.9 � Ty A p 5r12M rOOTTNG rO1l.GAT1ON5 IN ACCOIC7ANCC NRiH iTMS PLAN C C- o A"M .171NG 1NIDTMS TO 40' A1..L-DUf.O1NC.vvtcpr• TO 40 MAY DC 1.15C0 A5 AN A1.TCICNATC TO CMDCOOCO 0'0�1•1*01.I ATIONS. c a 3 >- PO3W MATCICN-,GPL NO.2 S-3 P05f MATC70N..OrL NO.2 5-t5 SCFCOII.CS ANTI 17CTAL3 ON I7L"PLAN 5l/U6Li7C L.WX OACS ON PO.DASIC -1/99. GAVC FCICi1T DLOG. CAVC FEYi•lf DAY I NVIOTH rOOflNG OCSTGN t5 POR VeARITdG ON 2000 P C 5M. N/IDTM 1 e' I 10' 12• I..• 16' C NPAN.) D• 10' 12' 14' 110, rOOtiNG 0PT101.15 SFIONRJ AIeZ AT Tit DULDCR'S OT5C1t',L•T10N. ANY 101 4X6 4X6 4X6 6Xa 6Xa 20. OR 30' 4Xo 4X6 6X6 6X0 6X0 ONC OR MOM OP" MAY CC 125C0 IN hC S ME PLILJMNG. t2• 4X6 4X6 4X6 6Xa 6Xa 22. OC SS 4X6 4X6 6Xa 6X0 61K0 E. It' 4X6 41f6 6Xa 6X8 6Xa 24•yY OR 96' 4X6 6X0 6Xa 6X99 6XIO taYM M!N 11.'. wm 26•.3e'OR 40• 4X6 6Xa 6Xa 6X10 6XlO POW f.rfoN com On O•6"L NOft� ALL.GOIO.LR POifS 4X6- p1OCNTATiOP1 NOT OCflCA.CXG=Pf P AT7JACCNT TO 2a' 4X6 6X0 6Xe 6XlO 6X70F a P6T•ore or•no•r AN OPLNIPIC i}tN LONE'3R'7C Or COIQ.CR O P03f'f01MAIWP3 OPENING. • . Ji.1.•NOl 24W'PT' • O' IIIOIIUf.� OYIfR NALL _ or-rU.i. fY0 1 f I A•J tDr'M OT•JGAR G PO M Vi?POST MAT .,OrL NO.1 543 POST MMCRW.�OPL N0.1 S45 . •° F M!f GGI10C1e •' DAY CAVC FCICi•K OI.DG. CAUL•I•EIGHf / Sr M NC2 ffM Poivew a• '•i q `;.'•.' - - _ ALL IC•R Q rrorr q . p YVWTH vNVTH <51'dJV� CI.G�TroN eACN OO. Z Q' 10' 12• 14' 16• e• 10' 12' 14• I6' rerALaar r1aR , �. Z _ 10' 4X6 I 4X6 4X6 4X6 6" 20. OR 90' 4X6 4X6 4X6 6X6 6X6 ✓� (14"1 0 ~ 12' 4X6 4X6 4X6 FsX6 6XD 22. Ow•y2• 4X6 4X6 6X6 6X6 6Xa �• tXN MY 21-4'�OYJQ lv Iw TO�� CzL Z O 24',S4.OR'S6' 4X6 4X6 6X6 6X0 aXa fMoFM IA45M.atJ al11AlUT/�.e11Aol, 14• 4X6 4X6 6X6 6X6 6XD 'IC b Tt ~•�TO TNC ~�[✓�•• r m Q 26'.'JD'OK 40' 4X6 aXb 6X6 6XB 6XB 0M r.D~AK aG1m1Lc A`. Nam IM•X 4LWmrrr f+ w'Im tort T rcvI AT NOTC cO1O.Cle P03T3 3tAMC A5 ADOVC A.o F�®• No�A stoe4401" �wte�r'e•D u am w cr w 70. 4X6 §X6 6X0 6X0 6X0 J a. °P' ''�2 AALTMW4ATff POST I D SPREAD f°00TIN6 AI U 4 t•.rO 4 1tit.0 GCIJMI M!N S•'.G0.71 POSE AMTCAII.�if NO.I ICGIJCi'1�� POST AMrvX!6 L'W N0.1 ICOIJCLI SfS . PT.raw 9.PftTN lJWtOI[00W_ II , �{N 1!T/11.stow v can sLA• - c � DAY CAVC FLIGHT d.DG. CAVC FClp'ff WlPi +wi fP TIOJ 2.6 T.T.OW • oo .-V- !tar. o TH /•INS Y j i Ibs"fm • m0.XT d 1•A U e' 10' 12' 14• 16' O' 10' 12' 14' 16' • 4rtACL PER D[TAII IL8/4 owm W.la/J'OG 141 2A•A!P.T.IRT 3 0 Ly lDr'M Or•1.A6 N W.10.OG < Q • 10' 4X6 4X6 4" 4X6 4X6 20. OIC z5O' 4X6 4X6 4X6 6X6 6X6 ©r x t •JT'yiem. AtG11.NttT. T _- �" n ; 12' 4%6 4X6 4X6 4X6 6X6 e 22. OR n' 4X6 4X6 4X6 6X6 6X0 C • �� .i.�.. C.� ..er ° ° 14• 4X6 4X6 4X6 6X6a 6X0 24•,5.4'OR S6• 4X6 4X6 4X6 I~ 6X0 bolt NO3•JCS• 26•.9e'OR 40' 4X6 4X6 6" 6X0- 6Xa ` •9 e NOtt C01"ll'[POS'T'S 4X6 N rRAL SOIIIi -A- C �Q�-.J -• 0WWf,4TA"C;N SAG A3 AC•OVC2 2a' 4X6 4X6 6 X6 6" X0 6X0 10 AR •• At.iC10JATC rp PCR DCTAL D 4 2A/ . /1� Ap REM e ALTC/C.IATt POST PCR OCTAf.23D/4. ALTC1lrVITL►CrST PCR OCTAL 2"A,'4. `9C1��JISi>r,�• „�j lim rx1 rwr Sf'S1 TIft 0i 0.AL7M7e 7O T b Ir! r NOJ sm MO J�I�Le If =V fO MWA �-N7. AL>, room PLANotmlas s A.• CM wwnAL.wAoe. INTCQOK POST f' r Wt.. K AIO rMw®• 42OD SYS'TCM EXPIRES NS 9 1 T - 1 4 ti•.o ALL POSTS'- 6"OrL No=345 Qb' Ft NO.I ICOIJLii 51ZC 4 I'.wo' coWSAC fV Ml.fer aA• rOOrTNG SC}CDILC swwom coct OR Mkm- 1COI.1. rOOTtNG 5c}COtJ.0 - yIOCWALL POSTS cawVY&MM fewtgLM M! u tl.PQT.M!OP/•07� PO • �y� t rr • Y calla sw �- I "L"m 2r Is.se,naLTs MrAL$OAM mroo APO f4T A& INTPJ[IIOR P03T'3 'T...er �•Ow7 uerAr,tww • m�'Af pow, ' I I 1 13 t1CJ3'3 SPMJ `•C�L~ • POOTIN4%M3, 10'DAY- IC" x 10" 2.. M PT...e 4-_ A[ IL IGS# I 10' - 2•DAY- 2202""•22Z0"' / V VM 24ALamdocr.. 4 DAY- 71 la• aia'• xla•• la' x10•• 2•Y' x 24' 24" x 24• 1 5CC OCTAL 16C/4. . • ,�: • ``\I ` •4 12• Ie" x la•• 10•• x 1011 2411 x 24• y1••x 24. 24'•.2 T :q, :• ? ' 1 Q�t►wu t�orw `d •r •. a���.r�tr�nw.a '4 .. I4• ID'• a ID" 24" x.24• 24" a 24• 26" :26'26"x 26' �.,! ..TOM rOOnIUG 31a5t I D" x ID" •C'oG j MIVt) rJrrl rrM COIO•CR P03f'3 SEC OCTAL 16A/4 04 IL E/4. It�.R.T OG CNOWALL s _ sm FM TO now01^Xi a-amre tNAT. Y.I�ti✓C R aN 14AT1�L.RAOG flMr! Te'JQMA�AIOf*.o OM NATr1AL 1ttiA0. At.L POOTINGSn 13'• x l9" HIM 1.00iw l� IfFI M POam srwATe rnor+stA. sheet A _AD FOOTING AI I S N6 PLAN I I T N6 4 4 rwe 4 r.,'o 4 i,r.r �i