Loading...
HomeMy WebLinkAboutBLD2015-00855 Cancelled Covered Deck Replacement - BLD Application - 10/1/2015 pP COU 'r MASON COUNTY Permit No-1 20 I S-�'2 ' DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING•FIRE MARSHAL (360)427-9670 Shelton ext. 352 -- - P://www.c-o-mason.wa,ustcommunity dev (360) 275-4467 Belfair ext. 352 .yis4 26 W Cedar Street, Shelton WA 98584 (360) 482-5269 Elma ext. 352 tt"' S�- BUILDING PERMIT APPLICATION PROP Y +R INFORMATION: CONTRACTOR INFORMATION: )C NAME: NAME; MAILING ADDRESS: Col E' 1 MAILING ADDRESS: C1TY:5 h e//r,n STATE: ZIP:_A1QS ESL CITY: STATE: ZIP: PHONE:, V2?- 17 C2 CELL: PHONE: C EMAIL:: EMAIL : L&I REG# EXP. CONTACT : OWNER OWNER ❑ CONTRACTOELOW ❑ X NAME: T oe GreC4/moo /- MAILING �" iTntR6 lit 0 Id CITY: She f fo n STATE: 1y ZIP: 4 PHONEVv- CELL: EMAIL: PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) &Iqo FIRE DISTRICT_ LEGAL DESCRIPTION(ABBREVIATED) ?CSITE ADDRESS E CITY DIRECTIONS TO SITE DRESS IL IS PROPERTY WITHIN 200 Fr: SALTWATER❑ LAKE❑ RIVER/CREEI TLAND ❑ SEASONAL RUNOFF❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 0 FT OF ROJECT-GREATER THAN 14% YES❑ NO❑ TYPE OF JOB: NEW ❑ ADDITION` AL TION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(REsIDENCE,GARAGE ETC.) - IS USE: P SEASONAL EJR OF EDROOMS NUMBER OF BATHRO S DESCRIBE WORK R SQUARE FOOTAGE: 1ST FLOOR sq. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. C VERED I sq.ft. TORAGE sq.ft. OTHER sq.ft. GARAGE CARPORT sq.fl. ATTACHED ❑ DETACHED ❑ MANUFA TURED *4 COPIES OF THE FLOOR PLAN REOUI RED MAI MODEL LENGTH TH B 00 BATHS SERIAL OWNER acbftledges that mission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner or owner's legal representative. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal representative, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permittapplication becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) Signature of OWNER Date DEPARTMENTAL REVIEW APPROVE DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL J. f ICE^�.''S.. f A TC!N( ice BUILDING PERMIT FEE FIRE ACCESS AND GRADE PLAN REVIEW GEO-TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE VIOLATION FEE �~A9oNco UN�A MASON COUNTY (360)427-9670 Shelton ext.352 DEPARTMENT OF COMMUNITY DEVELOPMENT (360)275-4467 Belfair ext. 352 BUILDING•PLANNING•FIRE MARSHAL (360)482-5269 Elma ext. 352 - Mason County Bldg. III, 426 West Cedar Street IRSJ PO Box 279, Shelton, WA 98584 www.co.mason.wams RECEIVED BUILDING OCT Q , 2015 426 V1. CEDAR ST. i I I i ji 3 � 1 t I i � i i �� -O 9 �� ' � � ��; i - -- -- -�-- t N � / � 1 � 9�� �' � � �X lD . _ . _ .�_._.___-•-. . _.... _..r ..� .___ �__.. �� I� x ifs Q / � 1 / � o�`�> �� 9��' �" fie/ j �b �¢4 a ) t x ► { Y 6 lb k } � p P9an r MASON COUNTY (360)427-9670 Shelton ext.352 DEPARTMENT OF COMMUNITY DEVELOPMENT (360) 2754467 Belfair ext. 352 ` BUILDING•PLANNING•FIRE MARSHAL (360)482-5269 Elma ext. 352 Mason County Bldg. III, 426 West Cedar Street JF54 PO Box 279, Shelton, WA 98584 www.co.masonmams I P f 1 i t� y5 e() 9 x E. 5 2 x2.x 2. MASON COUNTY CARPORT/COVERED DECK DETAIL Pr�15Fs.M�+tG!•r.SNTbc,... TIbT�r �f15G;�x:�xUD'e.'��'FGi�,. R?�'XERrBE�J+1;:COL•W'WSIYE AIID'Yp�IRS:GbrOVEGTION ' _ ARE'�AS�`t�N.i►15 rOLI.t W55GA�'T:IoH: F1ETAL FLf Hirki' VERTIO&LOAM IX 't75E3:RF7QF SHrii f U 92f'QY: r ROM�SyHYb TO LEER.FUIjYIFird HC3L vk*1a`v(to.TILE.PDOF-) �0 ?,T�11.:5UFPQfxiT�l f�W�-:�'L�ii..'.' 5NOk1•. :.25r1'SF ROOF ASSEMBLY NA2'Btl 4.lct'G INFlE1Er per IRCABC requirements SNOW LOADS>25#REQUIRE ALTERNATE RAFTER ROQF :>?A 1 4.. '. 2.XO LB{a R'•fil E P. AND BEAM SIZING APPROPRIATE FOR LOADING. xidr' l <la.�lsr.'To.rti�): op® 1;r r��:n6-2a�',prsT wLl BLdlG 13A).MpUrN,A7 6MRINCti . • � :. . •: �la�`r� FJ+C � U':0' �T`�i - I(i�ZO' '�• :'.!. ��1A.. ;H:I`r>KL{:r�19�:N�iII�NC; L �.. I r�urri�h rr) ? h Ag:B ." •s;�o :s.x:lo r x ozr. €i Ai TFai. Gt � JAf Ib'd;�Td (IQTb*019rr 7Q'�-0 1�*�; . 2.x;e �s1c7 z x I (S=ibtV9iAC .�Ib: DiSTtG.61[;) Td' iG. tic@ .. .1 : fz. R.X ? '. HAN4iErt` FIIICATif'Gl1P'AT 6h.ENiTF.t�?Kf r1�i 51M•If� }(f DR:t�/r1 S.,iF�af2N'.I,�W1l�.f��fG3ti�r*Ri4ETERl;;OR DIET, BVIC91w 3 wu�x' 8EAh1 GRFN3.51 'BEiCF1'SGHf7L :7 CAIi.< 61rip oN;nCW?4x4 GOLL�lt+l 44:aca iMl cag00.(W.. +irad 4R. # I' k% 16 X;b: Z37I[A tt�4lfz!l.'PI?5` TEIX I.• IA''. 4 k$` �X 4M:1P 12 ro`IwAoe 4- fk iFj"prSrTd;:.4i tJ�l # ;0,1b,Wsfitb::sUZG� +g6'AbG�`lal°�TTv"BCtry7 N• �Efkd.. :DEXH 1-t W 5PAi1•--�— iH°Ak Mlvx�.t ePri t —•—. � I YMf1AL.PO$fiBASEs.%7A AHM) IHP9dfJi:WM•.("0400 1: I `� DI$Ti�F7CE SifiP5 7R.LGB f6( (fi.,t pl lW grz. I f©gGD6. I T4 f 6e�M lrm) YI 'COLIJ);iM ti ''• " ` . : .:'.: .'-!i:.1�{1`p-) ,J�L'1►'fi�t9l:E � HVIItDIN6. �� TI {..i"r T•(t14 .�9'• .4'7N1#'Y411C,� _ ,i..,.►'F Construction islimited to the a`ea'Vr�;r" ioi w f izisf�r7�t To ea�tik, specifications of -- 's�4r '.. This diagram including maximum 10'post height maximum 10' beam span (post spacing). Mason County Building Department Residential Deck, Stair, Landing and Guard Detail Guard installed on all decks over 30"above grade. The greatest riser and the greatest stair Spaced so a 4"sphere Vertical Pickets at handrail tread shall not exceed the cannot pass through. smallest by more than 3/8." Graspable handrail on all stairways with 4 or more risers. Not less than 34"and not more than 38" vertically from nose of tread or walking surface. Minimum Guard Height 36" Handrail ends shall t be returned or shall terminate in newell posts or safety terminals. i Ledger at wall: 10"min. 1 Indicate foist size/soacino Decks shall be Stair nosing not less than positively anchored 3/4"but not more than for lateral&vertical 1-1/4"on all solid risers Indicate beam ii loads.See Mason unless tread depth is at 7 3/4" size/spacing.Provide ; ,- County deck ledger max. positive connection post E-`T attachment detail. least 11." p Decks shall be self supporting if l connections cannot Indicate Indicate post size,spacing k I+ be verified during Indicate fasteners stringer size. and base connector. I inspection.R502.2 Space per decking material I Triangular opening formed by 4"x4"xl6"masonry 12" riser/tread/guard are permit- block with asphalt min ted to be open so that a 6" shim. sphere cannot pass through. � Decks installed against manufactured homes must have beam support at this Provide 4"wood/earth clearance here, location. 6 all other areas. Concrete footing 12"below grade when deck is greater than 30"above grade.See foundation info on reverse side. _Typical Door with 3 Risers CONSTRUCTION MATERIALS Illuminate stairs Decay resistant woods with controls r Landings are required on heartwood of redwood,cedar, located at top and -- each side of each black locust and pressure bottom of stairs, exterior door. preservatively treated wood Exception:A landing are all acceptable material for LCM8.' is not required with use in deck construction. Field Graspable Rail two or fewer risers. applied treatment is not an 34"min 38"max 1 ( acceptable method. Fasteners for pressure preservative Landings shall not be treated woods shall be of hot- 36"min more than 1-1/2" dipped galvanized steel, landing lower Than the top of stainless steel,silicon bronze 1 the threshold. or copper. Field cut ends, Min. 10"run Exception: notches and drilled holes of ' - _~ .The landing shall pressure preservatively treated not be more than 7-3/4"lower wood shall be retreated in the I than the threshold provided the field in accordance with AWPA 36"min Max.7 3/4"rise M4. landing door does not swing over the landing. IRC R319&R320. Handrail Details III,PC MIN. 1,t IN,MIN. 11(BM.MIN.\ All stairways with 4 or more risers shall III,IN.T02IN. III,IN,T02 IN. have at least one handrail. Such handrails 11/=IN.MIN. shall be placed not less than 34" nor more than 38" above the nose of the treads and shall be continuous for the full length pf the /1/i1N.MML flight. Handrail ends shall be returned or P/IN T021K IN.MAX terminate in the newel post or safety termi- nals. Handrails adjacent to the wall shall 1 N1D2R have a space not less than 1 '/11 between the wall and the handrail. Circular hand- rails shall have an outside diameter of at least 1 '/'r and not more than 2." Handrails NOTE:Omu Wpea"MY De ao[ep_1 X>MY 01o�hle�n eWxMNi19MDtN curhao. NOT with a perimeter greater than 6 '/<" shall See tlfud paragraph of 6ec1I"n 10D3.35.6. provide a graspable finger recess on both sides. Handrails shall not project more than 4 Y2" on either side of the stairway. 2%IN. 25/e W. A.IN. 2112 IN. 211.IN. FOUNDATION SUPPORT SYSTEMS • Decks 30"or less above grade: Minimum 12"x12" manufactured pier. • Deck 30"to 5'0" above grade: Minimum 14"x14"manufactured pier set 12" below grade. • Decks greater than 5'0" above grade: Minimum 18"x18"x18"poured in place footing set 12"below grade. All deck posts shall have a positive post to footing and positive post to beam connection. Deck height is measured at the lowest point within 5'0" beyond the walking surface of the deck. DECK PLAN EXAMPLE ONLY APPROVED JOIST HANGERS EKISTDC BunziNG *BEARING 11EQ1D ::- -FOR MEG.HOME 0 N 1-1 E5 IBE 61 & PA NG 11 II 1 11 1 11 -DES BE POSTS &PIER tK SIZES & SPACI G *DESCRIBE R M JOIST *DI CRIBE BEAM SIZE&SPACING 90r0r1 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 279, Shelton, WA 98584 www.co.masonma.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 Deck Ledger Attachment Details & Specifications Please see Mason County Checklist item #56 and #69 for additional wood and fastener requirements Fastener spacing for solid sawn deck ledger to an existing band (rim)joist. (Deck Live Load = 40 psf& Dead Load = 10 psf) • Joist Span 6'-0" and 6'-1" to 8'-1" to 10'-1" to 12'-1" to 14'-1" to 16'-1" to Less 8'-0if 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" Connection Details On-Center Spacing of Fasteners /2" diameter lag screw with 15/32" 30 23 18 15 13 11 10 iaximum sheathing /2" diameter bolt with 15/32" 36 36 34 29 24 21 19 iaximum sheathing /2" diameter bolt with 15/32" 36 36 29 24 21 18 16 laximum sheathing and '/2' stacked rashers • Lag screw tips shall extend beyond the inside face of the band/rim joist • Maximum gap between band/rim joist and ledger shall be 1/2"with spacer(s) • Flashing shall be installed to prevent water intrusion at structural attachment • Deck Ledger shall be minimum 2x8 pressure preservative treated No. 2 grade lumber • Lag screws and bolts shall be staggered per diagram below typical spacing Zv .C13 i� Q o O o 2" stagger fasteners typtcaI I in 2 rows ct o lag screw, thru-bolt, anchor with washer lag screws must be hot- dipped galvanized or t0 stainless steel only N � y screw must penetrate 1•1/2"shank length must extend through beyond band board a minimum of 1/2" (no threads) existing band board Please see typical diagrams on reverse for construction details. Typical Construction Details Deck Ledger shall be 2x pressure preservative treated No. 2 grade lumber(2 x 8 minimum) Ledger shall be equal to(or greater than)joist sizes larger than 2 x 8 nominal Sheathing 1/2" hot-dipped '`�'1•--_� _� galvanized bolts Housewrap or -� building paper and washers, ,-��`-�_ - staggered '~= Flashing membrane J1 Washers create 1/2" drainage space PT deck joist PT deck ledger Band joist exterior sheathing remove siding at ledger prior to installation existing 2x band board continuous flashing o with drip edge r 1-1/4" min. manuf. solid rim joist 1/2" dia. lag screw or thru-bolt floor joist _ deck joist _ s 2x ledger board embed anchors 2-1/2" min_ d deck joist concrete or solid masonry wall _ • 1/2" dia. expansion - a - anchors a 2x ledger board w DECK TO HOUSE LATERAL LOAD CONNECTION International Residential Code/WAC R507.2.3 R507.1 Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connections to the structure cannot be verified during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to the exterior walls or other framing members, shall be designed and constructed to resist uplift in accordance with Table R301.5. LATERAL ATTACHMENT: Decks more than 30-inches above grade, measured 36-inches beyond the deck, Lateral load connections shall be permitted to be in accordance with Figure R507.2.3.. Hold down tension devices shall be installed in not less than 2-locations per deck with an allowable stress design capacity of not less than 1500 pounds. p � 9 P Y OPTION: Lateral load connections may be installed in accordance with Figure R507.2.3(2), using holdown devices min. 750-pound capacity, evenly distributed and within 2-ft of each end of the ledger and attachments at shown. HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6 IN. MAXIMUM ON CENTER TO� JOIST WITH HOLD-DOWN + + + + + + + + + + FLOOR JOIST DECK JOIST FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS Siding Sheathing Note: Flashing for This detail is applicable where I floflr joists are parallel to Bieck water tightness joists. Decking Deck joists Table R502.3.1(2) Approved joist hangers 2"min. ( `- Pressure treated 2x ledger with fasteners per IRC Table R507.2 \ Hoidown device min 750#capacity at 4 locations,evenly distributed Floor joists � along deck&1 within Z of each end of the ledger.Holdown devices shall fully engage deck joist A fully threaded 3f8"diameter lag screw pmdrilled w/min 3"penetration to top plate,studs,or header. Figure R507.2.3(2)