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HomeMy WebLinkAboutPermit File 5701 Sugarloaf Street (2) City of Anacortes Permit#: BLD-2011-0203 904 6th Street Issue date: 06/29/2011 P.O.Box 547 0, �' f Anacortes, WA 98221-0547 Expire date: 12/25/2012 .+` (360) 293-1901 co .. b Address: 5701 SUGARLOAF ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2965 Project: r_1 Co .O o 1l .y;AT;'N: P59096 o (5 ,q ,.•,i R marks: Addition to deck. u_ IP,Owner: RONALD LARSON Contractor: 41dress: 5701 SUGARLOAF ST Address: ANACORTES WA 98221-2965 Phone: ( ) - Phone: License#: General Information: Fees: Building Valuation 15000 Building Permit Fee 202.50 Plan Review Fee 71.83 State Building Code Fee 4.50 Total Calculated: 278.83 Deposits/Receipts: 0.00 Total Due: 278.83 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONSAF1 LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE,GRANTING OF A PEWIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OFj LOG' REG LAT•I JG CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY „.,AY 0� Residential Building Perlr�it Application - r,s;,%ti Building Department ” '' 4,r S,,,E1 P.O. Box 547 Anacortes, WA 98221 .,, �: ,d Phone No.: 360-293-1901 FAX: 360.293.1938 � � QG r SITE ADDRESS: 5701 Sugarloaf St. • CONTRACTOR E Applicant PROJECT DESCRIPTION Name TBD Addition to existing deck Address City/State/Zip Phone FAX State License# Exp PARCEL NUMBER P59096 City of Anacortes License PROPERTY OWNER ❑Applicant LEGAL DESCRIPTION Name Ron & Kay Larson (0.2100 ac) SKYLINE NO 2 LOT 49 Address 5701 Sugarloaf St City/State/Zip Anacortes, WA 98221 PROJECT VALUATION $15,000 Phone FAX Number of Dwelling Units N/A E-Mail Address Number of Stories Building Area: ❑Architect❑Designer E Engineer D Applicant 13L Floor s.f. 2"d Floor s.f. Name Underwood & Associates, LLC 3rdFloor s.f. Basement s.f. Address 1005 4th St Garage s.f. Carport s.f. City/State/Zip Anacortes, WA 98221 Deck s.f. Lot Area s.f. Phone 360-588-0471 FAX E-mail Address Jeremy@underwoodarchitecture.com CONTACT 0 Applicant LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name Underwood &Associates, LLC IN VALUATIONPERRCW. Address 1005 4th St Name TBD City/State/Zip Anacortes, WA 98221 Address Phone 360-588-0471 FAX City/State/Zip E-mail Address jeremy@underwoodarchitecture.com Phone No. CONTINUED ON THE BACK Residential Mechanical Fixtures N/A Fuel Type ❑ Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace <=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert Stove, Appliance Other Units Range Hood N/A Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Clothes Washer Bathtub Electric Water Heater Shower Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AM)AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVTES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. (��� _,% ; ~ 6-14-11 APPLICANT'S SIGNATUR ( DATE Last Updated 11-29-05 .k ;\ \ �V` 1�,� PCPs,A`LGVA g 3 N 6 `A A4.1 . verify extents of slab with built up column 2x nailer owner prior to grading • ✓ i �11 Underwood & . . 6x6 P.T. df#1 post ► ►'3 Associates Ilc A2.1 dbl rim joist w/(2) 1/2"dia. h.d. I , 1 ■■ galy. bolts&fender washers boundary of hout tub tYP • 1005 4th Street I I I provide thickened edge if necessary4"concrete slab ove 6- as Simpson EP666 built up column to match adjacent grade • mil vapor barrier on e" i anacortes, Washington 98221 o gravel bed 360.588.0471 1/2"min.spacing from concrete • 6x6 p.t. df#1 post ill #3 stirrup Simpson EPB66 i imike underwood, AIA 74 •ntrollomt it mike@underwoodarchitecture.com 9r (4)#4 hooked into footing < 1/2"space to Li ♦ 1T ii - Li ' ° -T o 4"conc. slab over 6 mil vapor q 111 barrier on 2"gravel bed I existing foundation - ° L ;' II 11 '• `�( � #a continuous at top Foundation Plan Notes: i incorporate existing sump ) block-out fornew 1- Coordinate W/ Mechanical And 1� �\ 24"X48"X12"thick footing •✓ " ; compacted fill I pump w/wood access lid I - - " f access door Electrical For Locations And Sizes Of 8" 8" 8" w/(3)#4's each way a . a 0 • _ _ _ - _ i flush with slab level `` Foundation /Slab Blockouts. i i , " ; , - a - - - - - r'- -F floor drain-connect to sump pump basin _I (2)#4's continuous 2'-0" ' \ Firm, undisturbed earth ` - m ` ( - — 2. Fasteners: Metal Elements Including, 3 grade > -N ‘ y ✓ concrete steps toa crawl space Connectors, Must Use Hot-dipped 1 .0', b I ` DN access-7.5"r max- 12"min.tread Galvanized Metal When In Cotact With III f 4 Acza Pressure Treated Materials. [r319.3] -I a®�_ N o / ° /10 < 6"concrete retaining wall w/#4's at 18"o.c. horiz. and vertical on III f - ♦ \�'1 \A2.1 ✓ 16"x7"cont.footing w/#4's cont. -; 3. Trusses: All Concentrated Loads From Post Footing Detail 4 Post to Slab Detail - T � +u' (2 ♦ " ♦ — — x Roof Trusses Must Be Transferred To The �+ I '° l . ] Foundation With A Built-upPost And / 3/4" = 1'-0" 3/4" = 1'-0" � �' L — _ I I 71/2" larFooting As Required. Verify Locations + % 7'-6"x2-0"x10"footing for '1 ' With Truss Engineer. stair basew/ 2 #4barscont. -� 6'-61/2" 2'-9" 6-71/2" g J[.4"concrete slab O i i i q �'T" over 6 mil vapor ` ' I to b on d"garrier 1 I ravel bed 6 :o A2.1 tYP. (4) i - - 9� } • ❑ r I I - I -� locations A2.1 L `? V. . / z. I_f__ — _I ro / 8 " l grade Se built-up column -see octal Simpson LU28 joist hangers r - composite decking- decking - \A2 1-' 8'-1" 5'-8� I I 8'-8112" 2-0" L 4"conc. slab over I:I7 �r \ i i 6 mil vapor barrier rc 4 concrete slab over TimberTech or Eq. L - on 2"gravel bed 6 mil vapor barrier on .r cow•FwMI nun'ymy�away maim 2"gravel bed 'IMI dbl rim joist w/ ) CO `n o 2 #4's continuous ° �� `ig LU28 hanger mina _ r , L: grade ° 6 concrete foundation 2 - j j ♦ ° . � wall w/#4 bars at 18" I 0 floor joist-see plan ♦ 0` I ❑ 0 7 0, " o.c. horiz. &#4 bars at I I 18"o.c.vert. zxs df#1 at 16"o.c. 4x4 P.T.df#2 post A2.� Simpson EPB44 girder-see plan _ L ® ♦ s 6x6 P.T. df#1 post P ♦ -♦ see detail 2 for fndn callouts I pc-44 ' 5 I o 1 0 24"X24"x 8"thick isolated v a c°' MEM footing col(2)#4's ea.way Ayn✓ 16'x7"concrete footing 4114" 13'-31/2 8'-10114" 2'-0" w/(2)#5barscont 1'-0" 1'-0" Firm,undisturbed earth These plans have been reviewed by the SBC 22'-6 Architectural Committee for compliance to 2,-0" , Thickened Edge Detail Retaininc Wall Skyline Beach Club CC&R's only. Property 6.1 , 3/4" = 1'-0" 3/4" = 1'-0" owner is solely responsible for all engineer- ing,code compliance and property boundaries. 3� Foundation Plan Reviewed 0ReviewedAsNoted . \ ,2 1/4" = 1'-0" t\e, Q_�_ c/g /IS Rim Joist Detail 6 G i rd e r Detail NOTE: Fasteners for pressure treated and fire-retardant wood must be of hot AC Member Date dipped galvanized steel,stainless steel or copper. (Except 1/2"diameter or greater steel bolts.) R319.3 IL 1_5) 3/4" = 1'-0" , 3/4" = 1'-0" AC Member Dat i Notes: I 1x2 top trim _ 2x8 cedar cap w/s.s.#8x4" frieze board with boundary of hot tub drip edge 1/2" p.t. plywood �., -I decking \ - - - decking 9878 I Registered horizontal siding to j 2x4 p.t. studs @ 16"o.c. ���lli match residence V� 2x8 p.t. deck joists @ 16"o.c. I 2x8 p.t. deck joists @ 16"o.c. ARCHITECT r [ /- base drain and flexible hose to daylight �'•�"a�♦� tliuus r s) for positive drainage-3 locations • boundary of hout tub ' i o metal pan P 9 T A34 at 32"o.c. Eli I A34 at 32"o.c. Michael G. Underwood t lay in 2x support for plant metal in la - bounds of hot tub n.i.c. ` i I E 2x ledger nailed to studs y #4 @ 24"o.c. each way ) #4 @ 24" o.c. each way 2x4 1/2stutl p.t@plywood ��;i 2x4 studs P@plood �I II State of Washington j,ll simpsonledgers LU28 hanger on .t. 2x8 2x8 p.t. ledger w/5/8"dia. expansion siding to match residence-apply siding !III siding to match residence-apply sidin �I'j `P „i .-- led er screwed to blockingw/5/8"dia. ■ 9 t r� anchors staggered @ 12 o.c. where visible • • 'E i lag screws at 12"o.c. staggered 2x8 p.t- ledger w/5/8"dia. expansion (not blocked by stair, etc) it where cos ble(not blocked by stair, etc) ,r I�, anchor 18"o.c. embedded 4"to embedded 4"to thickened edge t Permit et 4410 II 2x4 t sill isolate 5#into concrete, decking d edge simpson LU28 hanger 2x4 sill-isolate w/30#felt composite d decking `'o q. ' t �� i P9 P . I 5/8"anchorbolts, embeddecking 5/8"anchor bolts, embed 5 into • _�:� Project name: at 48"o.c., and set between 3 1/2"and _ _ - MIi IMAIMPA: \MAI concrete, at 48"o.c., and set between ! ��� ] ���� ►� p 31/2"and12"from board ends with min tuport and pondecking I�i Larson Family g g flashing10.1. 12"from board ends with 3"x3'x1/4'thick __ , . ° .rt * r 4, f 1 2x8 t. deck P • ' support and decking nailer 1 11 _� ' joists @ 16 o.c. 3"x3"x1/4"thick washers. Min. 2)a.b.'s rtl� 'z'flashing at ledger I 1 washers Min. (2)a.b.s per board 4. 11 " ♦ ♦ [R403.1.6.1]- use galvanized washers orIll IRI ' ° a per board [R403.1.6.1] use galvanized i Illlf� I) v • provide an isolator gasket between a II washers or provide an isolator gasket _ Deck Expansion e . v washer and sill plate. nig between washer and sill plate. I- to e 7 o n 2x8 p.t deck joists °, ni �d. grode N @ 16"o.c. ° grade (2)#4's continuous at •.. -" I V. I I1 h - a ` - t uJ bottom and (1)at top I I ♦ ♦ f y �x grade I I I v — I— — 5/4x6 cedar barge board -•-- c` 'i '"° ° I _ Project: 1 1-1 4 (2)#4's continuous at bottom 2 0 (2)#4's continuous at bottom I1 —I _ Issue Date: e . , 24"x12"thick cont.footing 4-31-11 p° w/#4's @ 18"o.c. each way - I I I 11 —I Author: jm Planter Detail RR Slab Ledger Detail �QQ Slab Ledger Detail 2 �1 Slab Pony Wall Detail Pony Wall @Deck Detail Foundation C7y 3/4" = 1'-0" <`"'/ 3/4 = 1 -0 \`�2 3/4" = 1'-0" \ ) 3/4" = 1'-0" 13 314.. = ,._o" Plan And I L J [c r- Details cisL1 �,II :! E Q M, st� A2 . 1 5/18/2011 3:49:01 PM 4 \F rv^e A4.1 A4.1 g ��w" C, �t , Underwood & C8x11.5-each side of existing Associates, I IC girder w/ 1/2"dia.thru-bolts at 16' 1 3 1005 4th Street o.c. -staggered high and low A3 , / anacortes, washington 98221 existing girder 360.588.0471 r . - -4d mike underwood, AIA 6x6 p.t. post w/LCB66 at base and A35 at top-typ. ' mike@underwoodarchitecture.com 2 (e)residence (e)deck to interior swith (n)access door A3.1 at deck door to crawl space X'i E) El '1 f 1 '-'1 "1 ri -a ,i ra , CD 2x8 p.t. ledger w/ 1/2"x4.5" T lag screws at 16"o.c. I o w staggered top and bottom CM• 2x8 p.t.deck joists @ 16"o.c. • ! _ I i t - j I. r existing exterior wall triple joist i DN 1 i►. existing floor system A2.� � � tJ . i!,. O \\ Y to % Vi existing cripple wall = existing floor system c" �. metal'z'flashing ff L.J v i J— �� 2xdecking co 84"x84"x34" ✓ ts f a a > ,�s -�_._�...� em�.m..,,any,, c4 jacuzzi tub / - DN 2 A91 " (n.i.c.) x8 p.t. deck joists at 16" c \ ) 3 -C o _ ,. 4 1 > , �� 4 o.c.w/simpson LU28 I e I i Da A4.1 A4.1 L���t—� le o z" 7— 3'-6 1' 4 1 -4" down-wash exterior L A2 11 i i i �' stair lighting 2x8 t ledgerw/ 1/2"x4.5" i lag screws at 16"o.c. 21 ii C8x11.5 •/ p" 5 = A�J m �l+► 1/2"dia. thru-bolts at 16" / staggered top and bottom A2.1 �x x o.c. staggered high and low o 43 t -- w ;o I existing foundation wall a existing 6x8 girder-field CO -. verify size- notify architect of a 2 \ r� 7 \ discrepency 4 \A2.1 , ' a )A2.1a"r _ L ri l ;� J co 1-3) 1" = 1-0" Steel Girder Detail r,. — planter Q Deck Framing Plan 4� level 01 First Floor Plan deck ledger at wall 1/4" = 1'-0' 1/4" = 1'-0" \�) 3/4" = 1'-0" NOTE: Fasteners for pressure treated and fire-retardant wood must be of hot dipped galvanized steel, stainless steel or copper. (Except 1/2"diameter or greater steel bolts.)R319.3 9878 Registered ARCHITECT Michael G. Underwood State of Washington Permit Set ... Architectural Committee These plans have been reviewed compliance the SBC Larson Family Project name: Skyline Beach Club CC&R's only. P operty Owner is solely responsible for all engineer- Deck Expa ns io n E ing,code compliance and property boundaries. �i T v Reviewed ❑Reviewed As-Noted o co e�iJa ( .-�AQ e ., nil t R AC Member Date Project: 11-14 v E kael 01/11 Issue Date: 4-31-11 O AC Member Date Author: jm Notes: Deck Plan & Joist Framing ca SEC DVE �� Plan l , LI co Ms A3 . 1 C.) 5/18/2011 3:49:03 PM R C Ot‘r \ :7.: . I ] l i l i l l l l I l I l l l l I I I l I I I I I I I I I I II I I I I I 1 .1 l l , J A ,,„"k.::H It I J 11 1 I 11 I I I J 1 1 1 I I I 11 1 1 1 1 1 1 1 1 1 11 1 I I 11 I I I I I g;; , ; ;a..�,v 1 I I 1 1 1 I 1 1 1 1 I I FIFJFFFFIIFFFFFIFFFIFFFFFIFFIFFIFFIFIFFIFII I 1 11 I •�,, r+ ^_•v II t I 11 11 I I 1 I I 11 1 1 1 1 1 1 11 1 11 t -o g II 11 II I II 1 11 1 1 1 1 II 11 1 11 II - v 11 I 1 11 11 I I I 1 I 1 I I I I III I II I 11 1 1 l 1 1 `'' �. ,,r- \c II J II 11 I II J 1 11 11 11 1 I 1 I 1 ' I I l l l l l l II l l l 11 l l l II l l l I__ 1 ' 11 I I I 1 1 1 1 1 I I I I 1 I 1 1 1 r I J IL I l l l l l 1 l � �, I I II II J I J L 1 I J I II 11 I J 1 I I I 11 1 11 III III 1 I I I I 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 1 I I 1 11 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 ao "p( ,tl existing residnece and deck 1 I 1 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 I I I I I `;N% "^ e I I It I I I I I IIII I I I- 1 1 1 IJIIIIII I III II t Underwood & 4 4 Associates, Ilc A4.1 A4.1 (n) pergola to match existing 1005 4th Street anacortes, washington 98221 0 0 0 0 0 0 RUU 0 0 0 - - 0 0 0 0 B 0 0 0 0 OHO 360.588.0471 - - - -- - 4 new deck - - - -- ,— mike underwood, AIA 7� level 01 First St Floor • new columns(2)w!pergola to match existing p 1 Plan — new garden wall (beyond) mike@underwoodarchitecture.com _ A 1f— _ te/ 50 6 1/8 I _ I new deck and stair access new deck jai Level upper spa _ _ - Y - 48' - 6 1/8" - c.:, not cub I igt Level lower spa deck - . J . .. •.� ki , siding to match existing residence ak 7 5 1© East i West \2") w ' 1/4" = 1'-0" \3( 1/4" = 1'-0" 11111 " 111 " 11II " I " 111 . 111111 . 1111111 6 III 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 A4.1 1 1111111111111111 f11111111111111 11111111111111111111111111111111 1111111 1 111111111111111111111I 1111111111111111111111111111111111111111 J 1111111111111111 1 11111111111111111111111111I111111111111111111111111111 I I111111111111111111111111 1 111111111111111 111111111111111111111111111I 11111111111111I 1111111111 1 I 1 1 11 ' I 11 If 1 1 1 1 1 1 1 1 1 II 1 1 I 1 III 111111111111111I 111111111111111I1111111111111 1111111111111111111111111111111111111 [ 1 [ 1111III I I I I II 1PIPr 11111111111111111111111111111111 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 11111111111111111J 111111111111I i �. I 111111111111111111111111111 - - - - - 1 existing residence • _ - existing residence • _ _ / • - - - / existing residence • ^ ^ - ^ ^ _ ^ _ f�raning to match existing f ^ - - ^ / N - / N - / N • / N. _ / N _ / \ / \ / \ _ / \ L new columns - ' -' fieldve fy —� (n) column • as -- level 01 First Floor �� Plan �. level 01 First Floor v 50' 61/8" i I �r Plan [ r-±i ' S 150' - 6 1/8" hot tub(n.i.c.) ,Th _ © JAY{ I existing floor system new access door (n)slab for hot - — to crawl space tub supporthot tub \ y ,t,A einTr , _ ,. ,, ,„.,,,.: � €. 4 \� �", ..,sue -\ ,�..mz. i� \,\�a��''� c' , / f�,. ' s z \ ..,.% ] SWi ..y. ro. v , ,, l _� . *�, ..wa-%F .. _. . _1 � ' A ca\< � \\ i� .%Y tE A2.1 r� ... a . ,r. ... lit:121 (�) j J G12. / v — new concrete slab South Building Section s Building Section 2 V98 � AR� �rE�r (2,;) 1/4" = 1'-0" \4� 1/4" = 1'-0" \",/ 1/4" = 1'-0" Michael G.Underwood State of Washington 2x8 p.t.deck joists @ 16"o.c. A34 clip at 32"o.c. Permit Set #1 p.t.4x6 girder w/EPB66 at both ends-stand off concrete 1/2" min. Project name: z ( p.t.2x6 box to support decking step Larson Family t % \tk .% V4 \.RSA ,1 7'-6"x2'-0"x10"footing for Deck Expansion °' i11 stair base w/(3)/44 bars cI cont. o WMMEM = k— &11/I 'l Project: 11-14 S These plans have been reviewed by the SBC a Issue Date: 4-31-11 o Architectural Committee for compliance to -: �•--' �' " �?. O T Skyline Beach Club CC&R's only. Property Author: jm Owner is coteiNance and pr party boundaries. ing,code com 1� Reviewed ❑RevtewedA,pN?t•� Girder at Deck Stair Detail ______ d � 3/4" = 1'-0" Building w AC Member Date c Elevations _ v ��o t��� -1 � c O _ cn AC Member D to - nilt Notes: r\,\ i l l „• ill 1 v ; I1 Ji A4 • 1 U 5/18/20113:49:05 PM I Energy Code Notes %,77 �$ ° � , Foundation And Site Preparation ems' 72. not used 111.Attic Access: Provide min of 20x30 access. Construct with 5/8 GWB and F � ' Exterior Shell 161. Requirements: Check with building department having jurisdiction prior to bidding Z , General capped with r-30 insulation. Provide plywood baffle at edges to contain adjacent > 91. Flashing: Flash and counter flash all exterior openings as required to make them 73. Notches on the ends of solid joists may not exceed one-fourth the joist depth. insulations. Provide min. 30"vertical clearance above opening. [r807.1] to determine if that building department has any special framing or backing requirements 1. Not all buried utilities located on this site are shown on these drawings so call 9 q Notches in the top or bottom of joists may not exceed one-sixth the depth or be located to meet the energy code or for any other reason. ' A, UTILITIES UNDERGROUND LOCATION before doing any digging anywhere on this weatherproof. in the middle one third of the span. Holes bored in joists may not be within 2 inches of 112. Stairs shall have a max.of 7"high risers and 11"deep treads. Provide a 1" c > site of anydepth 1-800.424-5555. 92. Trim:All exterior trim&sidingjoints to be mitered, Where two boards butt, end to the topor bottom of the and the diameter of anysuch hole maynot exceed one-third toe overhang. Handrails shall be 34 to 36 inches above the toe, and be set 1.5"off 162. Air leakage. Sole plate is to be caulked or glued to floor. Rim joist between £ --1, P joist 9 � end, siding or trim, provide a 15 degree min. bevel on ends of joining boards, the depth of the joist. Holes and notches must not be within 2 inches of each other. the wall, and have a gripof 1.5". stories to be caulked/sealed. All holes in building envelope are to be caulked/sealed � . CA 2. Verify all dimensions at site,all dimensions are to outside or center line of wood ,\*$ , 1, [r5.2.8.1]. including but not limited to electrical, plumbing&HVAC penetrations. Outlets,switch ;\,°: ";" ' i•a'i _ ' framing members and concrete unless noted otherwise. For notching and boring of manufactured floor joists refer to the manufacturer and follow 113. Fireplace to be supplied with outside combustion air duct of at least 6 sq. boxes and recessed fixtures on exterior walls or ceilings are to be caulked/sealed with 93. Make all roof penetrations for venting etc. on non-conspicuous side of ridges, inches, and provide a readily operable damper. Install gas fireplace with approved sealant, or have foam face gaskets installed. All recessed lights are to be IC their requirements fully. clearances and combustion air per manufactures recommendations and by code rated, air tight&sealed to surrounding surface. Rough openings around all windows& Underwood 3. All stumps&roots shall be removed from the ground to a depth of 12"in the area occupied by the building. No excavated material is to be used for backfill under any 74.Joists, rafters and trusses must be supported to prevent rotation by installing solid doors to be sealed/caulked. Associates I Ic concrete without approval of the city/county.All fill under concrete to be compacted Framing blocking at each bearing point or as required by manufacturer. [r52.7] 1 Plumbing 163. Alceilingeidlaust fan ductingto be insulated as per code&to have as few bends 1005 4th Street pit-run fill to 95%. 4. All wood used in forming and placing concrete, if within the ground or between 75. Bearing partitions perpendicular to joists must not be offset from support by more as possible&to terminate at the exterior of the building. anacortes,washington 98221 Walls than the depth of the joists.At minimum double joists are required under parallel bearing 360.588.0471 foundation sills&the ground shall be removed. Remove all loose or casual wood in partitions.Joists framed into sides of girders must be supported by joist hangers or contact with the ground from under the building. 121. Inspection: No plumbing or drainage system or building sewer may be covered, 164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around wires, 51. Cripple walls must be framed of studs not less in size than the studding above. ledger strips. [r5.2.4] concealed or put into use until it has been tested, inspected, and approved. [IPC pipes, &outlet boxes. Recessed fixtures in exterior walls to have min. R-5 insulation mike Underwood, AIA 5. Crawl Access: Accessible under floor areas shall be provided with a min. 18"x When exceeding 4 feet in height, such walls must be framed of studs having the size 103.5.1.3] behind them. required for an additional story. Cripple walls less than 14" high must have solid 76. Bearing: In floor construction,joists and beams must have not less the 1.5 inches of mike@underwoodarchitecture.com opening if access is through the floor, and 16"x 2 if access is through an qbe PP ° 9 bearing on wood or metal and not less than 3 inches on concrete. [r502.6] 122. Supply Testing: Plumbingsupply piping must be tested with workingwater 165. All HVAC ducts installed outside the heated habitable space to have sealed joints, exterior wall.Access shall be unobstructed by pipes, heat ducts, etc... If access is blocking. cripple walls must be braced with 15/°more bracing than as required for the PP Y PP Y P P 9 P through an exterior wall, a 16 inches wide and 24 inches in depth must be provided in wall above, with wall panel spacing not more than 18 feet. [r602.9 and r602.10.2] pressure or, except plastic piping, 50 psi at pressure. [IPC 609.4] corners,and boots,and insulated to a min. R-8. front of the opening. Through-wall openings must not be located under doors into the 77.All plywood and OSB subflooring is to be glued to the supporting framing members; 123. Drain Testing: Plumbing drains must be tested with water filled to the highest vent 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..)is to be installed building. [r408.3] 52. Wood columns must be restrained to prevent lateral displacement at the bottom. glue is to be applied in strict conformance with manufactures directions. in system or 5 psi air pressure. [IPC 712.2, 3] on the warm side of all insulation. 6. Ventilation:All under-floor areas shall be provided with 1 sf of foundation vent for each [r407.3] 150 sf of floor area. Locate vents within 3 feet of corners as practical and provide cross 53. Column and posts located on concrete floors exposed to weather,water splash or 124. Protection:All piping passing under or through wall must be protected from 167. All recessed light fixtures in the thermal envelope to be certified under ASTM E- ventilation, cover vents with corrosion-resistant wire mesh with openings of 1/4"in in basements must be supported by concrete piers or metal pedestals projecting above breakage.Approved provisions must be made for expansion of hot water piping.Voids 283 and so labeled, or sealed around the exterior in an approved manner to be air tight. dimension. [r408.2] the floors, unless approved wood of natural resistance to decay or treated wood is Roof around piping passing through concrete floors on the ground must be appropriately used. The pedestals must project at least 6"above exposed earth and at least 1"above sealed. [IPC 313.1] 168. All water pipes in unheated spaces to be insulated to a min of R-3. 7. Foundation drains must be installed around foundations that retain earth and enclose such floors. [r319.1.4] 81. Plywood roof sheathing, if exposed on underside, must be exterior grade. habitable or useable space below grade. Tiles, pipes, and other approved materials must [r803.2.1.1] 125. Support: Horizontal piping must be supported at sufficiently close intervals to 169. Exterior doors to be adjusted so weather-stripping,threshold, &door sweep are discharge by gravity or mechanical means to an approved drainage system. [r405.1] 54. Separation:There shall be maintained a minimum clear separation of 6" between prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [IPC 314.5 working properly&seal well. any wood and earth,or the wood shall be of a type with a natural resistance to decay 82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each /314.5.1] or treated wood is to be used. [r319.1(5)] separate space by vent openings protected against the entrance of rain and snow.The 126. Whirlpool bathtubs must provide a removable panel of sufficient dimension to 170. Blown-in attic insulation to be installed in strict conformance with manufactures 8. Vapor Barrier: Cover ground at crawl space with min. 6 mil black colored, moisture net free area may not be less than 1/300 of the space ventilated. The openings must be access the pump. [IPC 415.1] recommendations for density&coverage. Provide vent baffles as required&insulate& 56. Place a vapor barrier of tyvek or equal over all exterior walls. [r318.1] covered with a corrosion resistant 114" screen, and have 50%of the openings be a weather-strip attic access door, barrier, laps to be 12" min. and sealed, and ends to extend up foundation walls a min. p 12". [WSEC 502.1.6.7] minimum of 3 feet above the eave or cornice openings. [r806.2] 127. Relief valves must be provided with a drain, not smaller than the relief valve outlet, 55. Bearing:All trimmers and headers framing an opening shall be per table r502.5(1) extending to the outside of the building and discharging downward 6-24 inches above and r5.2.5(2)or at the minimum, shall be doubled or lumber of equivalent cross section, 83. Insulation dam must be provided at the attic access opening when using blown-in grade. [IPC 608.5] Relief valve piping may not discharge into a water heater. [IPC 171. Provide makeup air with fresh air ducted directly into the return air plenum of the 9. Damp-proofing: Foundation walls enclosing basements below finished grade must be and each end supported with proper sized framing anchors, unless adequate bearing insulation. [WSEC 502.1.4.4] 508.5] furnace system. Insulate the duct with R-4 in unheated spaces. Provide a damper to damp-proofed. [r406.1] is provided through other means. [r602.7] regulate incoming fresh air provide a clock timer on a whole house fan to provide air 84. Trusses must be designed by a registered design professional, in accordance with movement air into the system per code. 128. Hose bibs must be protected by an approved non-removable type backflow 10. not used 57. TopPlate: Exterior wood stud walls must be capped with a double topplate ANSI/TPL1 standards. [r802.10.2] PP prevention device. [IPC 603.4.7] installed to provide overlapping at corners and intersections with bearing partitions. 172. Provide outdoor intake duct with damper to limit air flow to 145 CFM under normal 11. Yard piping for water service shall be at least 12 inches below grade. Water pipes End joints must be offset at least 24 inches. [r5602.3.2]. Single top plate construction is 85. Truss bracing must be provided to prevent lateral rotation and provide lateral stability 129. Water heaters must be anchored or strapped in the upper and lower third of the tank operating conditions. may not run or be laid in the same trench as the building sewer or drainage unless both not allowed on this project. in accordance with the individual truss design drawings. fr802.10.3] to resist horizontal displacement due to earthquake motion. A distance of 4 inches must be provided between the lower strap and the controls. [IPC 508.2] of the following conditions are met: 86. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in any 173. All gas combustion appliances, except stoves&cloths dryers,to have combustion a. The bottom of the water pipe, at all joints, shall be at least 12 inches above the 58. Notches:Any stud in an exterior wall or bearing partition may be cut or notched to way without the approval of a registered design professional. Addition of loads that air ducted directly to them. top of the sewer line. a depth not exceeding 25 percent of its width. Studs in non bearing partitions may be exceed the design load for the truss will not be permitted without verification that the 130. Water Heater Pan: When a water heater is located where water damage may b. The water pipe shall be placed on a solid shelf excavated at one side of the notched to a depth not to exceed 40 percent of a single stud width. Any stud may be truss is capable of supporting such additional loading. [r802.10.4] occur from a leaking water heater, a watertight pan must be installed beneath with a 174. Insulation shall be installed per the following: common trench with a minimum horizontal distance of 12"from the sewer or drain. bored or drilled, provided that the diameter of the resulting hole is no greater than 40 [UPC 609.2] percent of the stud width,the edge of the hole is no closer than 518 inch to the edge of minimum 3/4"drain to outside of building. [IPC 508.4] Insulation Values Legend: e stud,and the hole is not located in the same section as a cut or notch. 131. Seal:All lumbin fixtures, includin toilets, must be caulked or sealed at their g Exceptions: p 9 9 Walls Ceiling Floor 2][IPC 407. 1. A stud may be bored to a diameter not exceeding 60 percent of its width, base. Above Below Flat Vaulted Crawl Concrete And Reinforcingprovided that such studs located in exterior walls or bearing partitions are doubled and Safety Grade Grade Ceiling (500 sf max) Space Slab On Grade that not more than two successive studs are bored. 132. Freeze Protection: All water lines to be protected from freezing. If water lines 21. Footingtopsurfaces must be level. Footings shall be stepped when necessarytoare not located completely between heated space and insulation provide insulation R-zt R-zt R-38 R-30 R-30 R-10 These plans have been reviewed by the SBC g pp 2.Approved stud shoes maybe used when installed in accordance with the as required to assure pipes are protected from freezing. Architectural Committee for compliance to change the top surface of a footing or where the bottom surface of a footing exceeds manufacturer's recommendations. [r602.6] General Requirements Installation: Skyline Beach Club CC&R's only. Property a 10%slope. [r403.1.5] 3. Provide metal nail plates in all locations where plumbing or wiring comes a, Insulation baffles shall be placed in attics/ceilings to maintain at least 1" Owner is solely responsible for all engineer- within 1 1/4"of the edge of any stud. ventilation space and extend at least 6"vertically above the batts or 12" ing,code compliance and roperty boundaries. 22. Sleeves shall be provided to protect all piping through concrete and masonry 101. Address: Every dwelling must have its address plainly legible and visible from the Electrical vertically above loose fill insulation. j,�/Reviewed Reviewed As oted walls. [UPC 313.10.1] street. [r321.1] b. Concealed insulation shall be placed behind the shower I tub and g 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical and behind partition stud/corners. �^/�' �� �"�� Date/t r 23. All footings to be placed on firm inorganic, undisturbed soil of 2000 psf(min) 102. Emergency Egress: Every sleeping room must have at least one openable 151. Electrical outlets shown on the plans are those required for convenienceAC Member horizontal)and to form an effective fire barrier between stories, and between a top story c. Attic hatch shall be insulated to adjacent R-value. bearing capacity and to extend a min.of 18" below finished grade. Tie wall vertical window or exterior door approved for emergency egress er rescue. Windows must have only, provide all outlets as required by the national electric code&provide and the roof space. [r602.8] d. Insulate all service hot and cold water piping in unconditioned spaces. ?Ref() C..0 -en (079.111 . ; reinforcing steel to continuous footing steel. All reinforcing steel below grade to have a a minimum open area of 5.7 square feet(5.0 square feet if on the ground level), required hookups for all appliances and equipment. Provide recessed meter Dake 3"in embedment, lapall rebar splices and corners 30 bar diameters. Unless minimum net dear opening height of 24 inches and a minimum net clear opening width base. Provide GFI &WP protection where required by code. e. Protect all foam insulation with metal or plastic at below grade AC Member P Install fire blocking at: may ill d h s i Fi h i 20nces. Finished otherwise noted on plans. l 1. Concealed spaces of stud walls and partitions, including furred spaces and ofheight not be more than 44 inches above the floor. conditions. parallel row of studs or staggered studs as follows: [r310.1.1/1.2/1.3] Notes: 24. Holdowns: Wall to foundation connections using holdowns must have the a.vertically at the ceiling and floor levels. Mechanical 175. Energy standards: Provide the following energy features: holdowns attached to or hooked around the reinforcing steel.All foundation wall b. horizontallyat intervals not exceeding10 feet. a. Windows: minimum u-value of glazing: holdowns must be installed at time of foundation inspection. [r602.10.6] 103. not used vertical-0.35 overhead 0.58 2. All interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop ceilings, and cove ceilings. General Requirements n78 Registered 3. Concealed spaces between stair stringers at the top and bottom of the run. 104. Smoke Detectors:When work is performed that requires a permit, or when a sleeping q b. Doors: minimum u-value: 0.20 ARCHITECT 4. Openings around vents, pipes, and ducts at ceilingand floor level,with an room is created,the entire building must be provided with smoke alarms. A smoke alarm 141. Approval: No mechanical system or equipment regulated by this code may c. Ductwork: all ducts and plenums in unheated spaces shall be insulated to a Girders And Joists approved material to resist the free passage of flame and products of combustion, must be installed in each sleeping room and outside the sleeping room in the immediate Michael G. Underwood PP P 9 P be connected to fuel source until approved by the building official. [r111.1 /NFPA minimum of r-8. 5. Site built chimneys and fireplaces,fire blocking must be a minimum of 1 inch vicinity. There must be at least one smoke alarm on every floor level.All smoke alarms 547.1.1.1] State of Washington 31. Wood joists closer than 18"or wood girders closer than 12"to the ground, must thick and supported on metal strips or metal lath. must be hardwired and interconnected. [r313] see IRC for building alteration exceptions. be of treated wood or wood of natural resistance to decay. [r319.1] d. Air leakage: Standard air leakage 6. Cornices of atwo-family dwelling at the line of dwelling unit separation. 105. Guards must be installed when a floor is 30 inches or more above grade. Guards 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi. Gauges e. Caulking shall be installed at the following locations: Permit Set 32.All wood in contact with concrete, masonry or earth must be pressure treated 60. Headers: All openings in bearing and exterior walls are to be provided with a header must be a minimum of 36 inches in height and be able to withstand loads as specified in used for testing must have an upper range of not more than 5 times the test 9 P 1. between sole plate and subfloors. wood or foundation grade cedar or redwood, and marked by an approved agency. Cut as indicated onplan orplan legend. table r301.5. Open guards must have intermediated rails or ornamental pattern such that pressure. [IRC g2417.4.1 /NFPA 54] 9 2. at wiring/plumbing/duct register penetrations. ends of treated posts must be re treated or be provided with protection from contact a sphere 4 inches in diameter cannot pass through,except at the toe triangle where 6" is Project name: with concrete. [r319.1] 61. Stud partitions containing plumbing, heating,or other pipes shall be so framed and the allowed.[r301.5] 143. Equipment in Garages: Gas appliances generating a glow, spark or flame 3. at rim joists/mud sills at heated lower floors. ) z joist underneath so spaced as to give proper ro er clearance for thepiping. Where a partition capable of igniting flammable vapors may be installed in a garage, provided the 4. at partition penetrations and window and door frames. Larson Family 33. Pressure treated wood shall be used for those portions of wood members which ntaining such piping runs parallel to the floor joists,the joists underneath such partition pilots, burners, heating elements and switches are elevated at least 18 inches 5. at light fixture/flue penetrations. form the structural support of buildings, balconies, porches, etc.,when such members shall be doubled and spaced to permit passage of such pipes and shall be bridged. Where 106. Garage Separation: Garages must be separated from a residence and attic above the floor. [IRC m 1307.3/NFPA 54.8.1.10.1] Deck Expansion 9 P 9 P f. Water flow:showers and lavatories shall limit Flow as set forth in chapter 51-56 are exposed to the weather without adequate protection from a roof, eave, overhang plumbing, heating or other pipes are placed in or partly in a partition, necessitating the space with not less than 1/2"drywall on the garage side. If there is residential 0 or other covering. Such members may include girders,joist and decking, posts, poles cutting of soles or lates, a metal tie not less than 118 thick& 1 112 wide shall be s ace above the garage,a the ceiling must have 518 t e-x d all and all 144. Clothes dryers ducts must be smooth metal and terminate outside the WAC, as measured with both hot and cold faucets turned onto their maximum flow. 9 p P 9 g 9 YP building. Screens shall not be installed at the duct termination. Ducts maynot be and columns. [r319.1.6] fastened to the plate across and to each side of the opening with not less than 4-16d nails. supporting walls must have 1/2 drywall. [r309.2] 9 connected or installed with sheet metal screws. Maximum duct length is 25 feet. C 34. Ends of girders entering concrete or masonry walls shall be provided with a min. The maximum len th must be reduced 2.5 feet for each 45 de ree bend and 5 feet Project: 11-14 107. Garage Door:Any door between a garage and a residence must be either a 9 9 Residential General Notes 05/18/11 air space of 1/2"at tops, sides,&ends. [r319.1.4] " for each 90 degree bend. [IRC m 1501.11 m 1501.3] Issue Date: 1-3/8 wood or metal door, or a 20-minute rated door. [r309.1] 9 Q 35. Post Connection: Provide a positive connection between the post support&post 108. Garage Floor: The floor surface in a garage must be non-combustible and 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must Author: Author -' and between the post and the beam sufficient to ensure against uplift and lateral I sloped toward the garage door or floor drain. [r309.3] be vented by an exhaust fan. Duct must terminate outside the building and be not *) displacement. less than 3 feet from any opening into the building. Ducts in unheated space must 2 t 36. Post Material: Structural exterior posts,girders,joists and decking to be cedar or 109. Showers must have a nonabsorbent wall covering extended to 72 inches be insulated to R-4 minimum. [WA st VIA m treated material. [r316] Floor above drain inlet with water-resistant backing. [r307.2] J� i © lE O V F hU General Notes - 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. J 5 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 71. Joists framing into the side of a wood girder shall be supported by framing anchors of 110. Furnace shall be installed to have a min total clearance of 12"@ sides with a min Bathroom exhaust fans must be 50 cfm minimum. [IRC m 1506.3] Y galvanized steel,stainless steel or copper. (Exception: 1/2-inch diameter or greater the required finish and type. [r319.3] clearance of 3"along sides, top, &back. If placed in a garage, set unit on a platform to 711 c steel bolts.) [r319.3] provide a minimum of 18" height above garage floor. [irc m 1305] --- . N M51 i General Notes sii ,,, A (1) 1/4" 1' 0"0 5/18/2011 3:49:07 PM