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Permit File BLD-2019-0697 1105 Longview Avenue (2)
t p � gmr s__-_ ip ' Noy_1:9 2019 Residence Remodel CITY OF ANACORTES site • CITY OF ANACORTES • r+ 'F Alw v Vim . NA/a Anacortes , PLRNNI732G & BUILDING DEP : UNDERWOOD &ASSOCIATES,LLC - APROVED PLANS PERMIT #: �'�� (��4'�t�� � 10054thStreet - anacor 98221 • - ©S �on v0e ✓ t 360588.0471 n g ADDRESS: I� APPROVED BY: ,/ �a 9 mike underwood, AIA i SUBJECT TO FIEI f i PPROV[D PLANS NOT BE ALIttocu vvuriuUT AUTHORIZATION. mike@underwoodarchitecture.com tiff"-"* SHALL I i r v FArchitectural Sheet List / , - :_ _ . Sheet a t - . Number Sheet Name .:�` AO 0 Title Sheet . A2.1 Site & Demolition r , „�, r 1•,01 ( Plans H A3.1 Floor Plans T ;......E.1 j A3.2 Floor Framing Plans 1. A4.1 Building Sections $ tw - IP A6.1 Building Elevations '" It 1 A6.2 Interior Elevations SP1 General Notes .1 Grand total: 8 7Q- ) Vicinity MapW Li bil rasni , . -- __ _ _ : This Is A Standard List Of Abbreviations Used By This Office. Items Listed May Or May Not Be Used On This Set Of Drawings. AAt. Anchor Bolts G Ga. Gauge R. Riser Ac. Acoustical Galv. Galvanized R Rad., R Radius �9878 Regi stered Add. Addition Glu-lam Glue Laminated R.d. Roof Drain 1 \/ ARCHITECT Adj. Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference A.f.f. Above Finished Floor Gr. Grade Reqd. Required ' " Alt. Alternate GWB Gypsum Wallboard Rm. Room Michae G. Underwood State of Washington RO Rough Opening BBld. Building HB Hose Bib exp.09/22/19 Blk Block H HC Hollow Core B.O. By Owner Horiz. Horizontal @ SC Solid Core Btm. Bottom Hr. Hour 0 Sect. Section B.U.C. Built Up Column Hdr. Header SF Square Feet General Notes Building Code Project Directory Building Information Energy Code Notes Revised Permit Set BWP Braced Wall Panel Shtg. Sheathing Sim. Similar 1. Allpotential contractors shall thoroughly familiarize themselves with • ZoningCategory: Residential District(R2A) Owner: Trevor&Leah Ott Site Address: 1105 Longview Ave. This buildingisgoverned bythe 2015 WSEC Prescriptive EnergyCode for Insul. Insulation 9 Y 9 ry 9 P Cab. Cabinet I Int. Interior Spec. Specification job conditions before bidding to ensure that they understand the scope of • Permitted uses: 1105 Longview Ave Anacortes,Wa 98221 Single Family and Duplex Housing. Project name: CCdr. Cedar Sq. Square the work.These notes are general in nature and are intended to set the detached single family dwelling Anacortes,WA 98221 C.j. Control Joint j Jt. Joint SS Stainless Steel minimum standards for construction. Any conditions which are not clear • Lot Size(minimum in zone): Parcel Number: P57865 Energy Credit Requirements: 3.5 points(Medium Dwelling Unit less than 5,000 sf of conditioned floor area Ott Residence Clkg. Caulking Jst. Joist Std. Standard or are different than required by code or site conditions shall be brought minimum 6,000 square feet Architect: Underwood&Associates, LLC ) C.L. Centerline �[ Stl. Steel to the attention of the designer immediately. The contractor shall verify • Setbacks: 1005 4th Street Existing Building Areas: Energy Credits Proposed: 3.5 points Interior CMU Concrete Masonry Unit K Kit. Kitchen Stor. Storage all dimensions and conditions on all sheet drawings and in the field,and Front:20 feet Anacortes,Wa 98221 Main Floor living Area: 1,577 sf Col. Column SS Storm Sewer notify the designer of any discrepancies before proceeding. Side Yard: 10 feet Mike Underwood,AIA Upper Floor Living Area: 924 sf Efficient Building Envelope 1 d:0.5 Energy Credits Remodel L Lay. LavatorySusp. Suspended Interior Side:5 feet.No less than 15 feet on both side combined 360-588-0471 Total Living Area: 2,501 sf Conc. Concrete 2. Specific notes and details shall take precedence over general notes Rear: 20 feet Prescdptive compliance is based on Table R402.1.1 with the following Constr. Construction IA Microlam timber andtypical details. • Lot Coverage(maximum allowed): Garage: 525 sf modifications:Vertical fenestration U=0.24 Project address: T. Tread 9 9 J Cont. Continuous Isl Timberstrand timber 35% T TOF Top of Footing R-Value and U-Value Minimums: TOC Top Of Curb 3. Dimensions shall supersede scale,and are measured from edge of • Allowable Height: Site Area: 10,454.4 sf(.24 acres) 1105 Longview ii D. Dryer ■. Mat. Material stud. 3 stories,no more then 35 feet. Dbl. Double lvI T&GhkTongue& Groove Fenestration U-Value: 0.24 Max. Maximum Thk. Thick Construction Type: V-B Df Douglas Fir Kb.. Machine Bolt 4. All work shall conform to the latest approved editions of the standards Skylight U-Value: 0.50 Ave Dn. Down TOW Top Of Slab Site Areas Mech. Mechanical listed in"codes". Window U-Value: 0.30 DS Downspout Memb. Membrane TOW Top Of Wall Exterior Door(w/glazing): 0.20 Dtl. Detail Tv Television 5. Provide 6"high temporary andpermanent address numbers on site Allowed Lot Coverage Area: 10,454.4 x 35%=3,659.04 sf Ceiling(attic): R49 Min. Minimum 9 P ry Project: 1 105 Longview Ave DW Dishwasher Washer Mir. Mirror Typ. Typical that are viewable from the street. Total Proposed Impervious Area=2,102 sf/10,454.4=20_1%%<35%ok!! Ceiling(attic w/adv.framing): R38 Ext.Wall: R21 Issue Date: 11/20/2019 Mtl. Metal U UNO Unless Noted Otherwise Floor(over unheated space): R30 EEa. Each Floor(unheated slab): R10 and 24"at perimeter,vertical at stem. EL Elevation n New Codes Floor heated slab R10 under entire slab Revisions Elec. Electrical O Var. Varies ( ) N NIC Not In Contract V VCT Vinyl Composition Tile No. Date Description Elev. Elevator NTS Not To Scale 1. building2015IRC p Vert. VerticalHigh Efficiency HVAC Equipment 3a:1.0 Energy Credits EQ Equal 2. mechanical 20151RC Equip. E ui Equipment Vest. Vestibule q P OC On Center 3. plumbing: 2015 UPC Gas,propane or oil-fired furnace with minimum AFUE of (e) Existing O OFCI Owner Furnish / Washer 4. energy and ventilation: 2015 WSEC 94%,or Gas,propane or oiled-fired boiler with minimum Exist. Existing Contractor Installed W W W/ With AFUE of 92%. Ext. Exterior Opng. Opening WC Water Closet Efficient Water Heating Category 5a:0.5 Energy Credits F FD Floor Drain OSB Oriented Strand Board WD Wood Project Description W/O Without residential bathroom lavitory sink faucet: 1.0 gal/min ..E Fin. Finish Remodel of existing residence. idential kitchen faucet: 1.75 gal/min Li a. F W . Finished Floor P residential P-lam Plastic Laminate WP Water Proof Ply Plywood W residential F Welded Wire Fabric 9 . Ft Finished Slab PR Pair shower heads: 1.75 gal/min FLR Floor Efficient Water Heating Category 5b: 1.5 Energy Credits Fnd. Foundation Water heatingsystem shall include one of the following: oF.o.c. Face Of Concrete PT Pressure Treated Gas,propane or oil water heater with a minimum EF of 0.91 a. F.o.s. Face Of Studs Title Sheet 4a. Ft. Foot Or Feet cdFur. Furring Q F.e. Fire Extinguisher Project Info c 1/4" = 1'-0" A0 . 0 11/20/2019 9:26:05 AM Existing electrical panel and wall to remain Longview Avenue exisibg window to be removed existing bow window b x . VI I N�J a. I,Ni VI (E) ��i. S'• � \ exlstin9 I ��,( itir / + " entry _ �JJ ki N 2 gravel parking , _ Ni remain i Z r�z-r_z c s90° 00'00"E / I'' vi " UNDERWOOD �` ?fL�fr?=/_-rJ� 1.1-IJ_7_r _7_I.� &ASSOCIATES,LLC I105.00' 0 7• �0,. - — - - _ _ _ _ - - - _1/ JJ �i� ` 0 1005 4th Street _ - - - - - - - I I�r_r_ Z 1T_z 1=11f Fi�i_t-J zf� e7a anacortes, Washington 98221 360.588.0471 I F— fence t�/ ` (E) iV mike underwood, AIA /, / ff7fl (E) INop 1 (E) \\ sochwallsind - - - � - � , /__ --- r _ _ _ _ _ _121:. _ _ _ _I._ I 1 walls/windows/doors to be removed I I _ _ _ �'i� and/or openings to be made for new kr I IIII I I existing pantry windows or doors • - thrai■_ar■_■_ . I I, °5'-0"tublshower ■■■w , .,�e ■ . ■.....■■■ r / _ _ _ _ } { - existing walls to remain - I ,....�■areiUU.f■Ii7•7•U i'i..I..i U I0LIi0 i ini d■•■E....■aiii�•■ I = 1 _■.■■■■■■■■■■.■■■■■■■,■I■I■I■I■I■I■LI■I■I■I■I■I■1.;,■■■■■■■■■■■ i ilk .1 I 1 I =, t?iswiasuMuL',L! lilililill I illnopIN1li2&''a'J&II ■■ - ri .61 .1 ,■.■.■.■.■.■..■.■.■............... ■. ID Note: ■I■I■I■ICI■I■I■ �■- Contractor to exercise caution ■ ■ ■ ■ ■ ■ during demolition to ensure safely ■-. +■■ .............d....WiYR..Y..I■p�■I■Is.................. ■ ro■00000■oouuouu�■ ■ ■ u.00u■000■■■■. a at alltimes. ■ Unforeseen/Unknown conditions �r 11 may require additional input and o 1 14 :ria;•:�;;• _, 'r` i�:+:•••s•:y'.,ri;;; cn analysis. Inform architect of any 0 0 ' - I .I■ ■■■■■■..■■■■.....� -... �•. „-.�■••::-„•.-,�.•,�..■....... _ . o = existing kitchen to remain existing dining to remain �� a= T unknown conditions during o c� . � " y.... �•• _ = o o (E) exploratory demolition emst zo 'tact xlir m I i■�■e� 5 _ti ' 0 Q :1 �■' :!! is _ s O / / ■ id. i I ■■ �,. ■■■ condrete driveway ■ S .-1 n fence - ♦ ���OSA:::i■i:■ii:::::iaiilraa ■ ■11■ ■ ■u■.o UMW u■i - •,MMMM.o M2,�.MMMMMMMMMMMMMMM :a�:::::mair-s.4,1REMISE Win MM illS•44:7 Existing GarageN / v •It 1 11 h 1i 11 i, .1, 1 •• - .-I I 9878 Registered ARCHITECT - - lance - - - J � r- \ , -. . I retaining wall ► ' 3 DemoEv :1tFb00rPn / State of Washington exp.09/22/19 0 1 I exsing window to exsing window to remove railing and + I (%.__e) be removed be removed half wall Revised Permit Set I/ �� �/ - - - — — — — — — - - - - - - - - e = _ _ _ - - - - +' Project name: 1 u-o" L - J �� existing covered 5'-0" N90°00'00"W alley �� �/ deck to be fill in Ott Residence fill in door and ��� relocate heatin <� 105.00' setback remove door g < replace ducts <; setback and fill inwal / �> me n o r exterior siding .> " \>J TIgestositi � "�\ � a Remodel - .r fr- _, = = = = �Y- - �LI d Project address: �- 1105 Longview A2 - Site Plan 31, Ave 1" - 10'-0" exiling window to be I remove existing U. removed,replace ._ F _ _ _ _ stairs,new stairs to siding to existing Project: 1105 Longview Ave o- H _ _ _ ] be flipped in direction Issue Date: 11/20/2019 I Revisions H = _ _ _ H'- - - 1 R r - - 7 I No. Date Description H _ _ _ _ H I ��c 1 10/29/19 show framing size and �" O direction J-Z71Z7J_Z71Z71Z7J Z71ZZ_{' 0 � :7 :14 N_ _ _ 1Z71Z71Z71Z7 _ mintage � I 1 duds I . ; " s a °� Site & • Cap and remove all utilities at areas to Demolition E, be demolished prior to demolition av Plans Co • Support existing floors and roofs prior A to demolition of walls. Notify Architect r2 A3 - Second Floor Plan Demo if supporting elements are discovered. tei co i1t2 . I Ci U 11/20/2019 9:26:06 AM 48'-4" 3'- 1" / 13'-69/16" /'- 121/32" 28'-625/32" / / 35'-0" f' 1 r 5'- 101/2" 16'-5" / A4.1 1'-9" 2'-6" / 2'-6" // ' 4 1/2" / / 12'-6" / 10'-4" 2'-4 1/2" 9'-9 1/2" / �� 5'-0" 4'-2 1/2" \ \ \ rii safety/ (N) �2 (N) 3'-0"0'- 8 '/4" 3,_O„ 2 _O" z _ E +, X/ / / / a \ I \ \ \ { ) (E) I 5N - Mo7 \ nif —I ' O ® (N) \ • ; . Existingelectrical wall line above 0 rrentaoor _Pander Room_ �, 1 a A15 i \ (N) safety to remain '� �� - Guest Bedroom (E) U N D E R W 00 D L `° Children play II o ,,, ^ &ASSOCIATES,LLC -6 I D2 ) space �ammt (D3) li I .t 1005 4th Street i \ I anacortes,washington 98221 fo ' 6"dia architectural column EN 1 \ 42°wall to sederate bedroom 360.588.0471 � ) around(e)4x4 post /LW from the iving area \ mike underwood,AIA i'(S ® 1 l�,y,�,9 i,�� fII s.d. (E) L-� s.d s.d. mike@underwoodarchitecture-com Living Rooh1 (Ds ) EDs.d. �D3) (D3 ) ® (E) E0 b ONs.d. F3 Floor Plan Notes: \ r urn--- Living 1. All dimensions are to face of stud 36°wall \ s c.m. _ _-__ _ u w (� 4'-o° rod&shelf __ ___ I Mo7 (E) = I i " unless noted otherwise. N "� r1.0_ __� I ' (E) am iv o- \ �-- 12"skytube /�B0 0 ____ ___ g'_6" 0 2. See foundation plan for additional I N (E) cra.v lay H " ;, Storage i \ framing notes. ' (D3) 0 oro in w n r Or C.M. w/c `° \ \ 0 L1,19 4 " 3. All exterior walls are 2x6 16" o.c. -- \ _ Studs unless noted otherwise (u.n.o.). 5'_ 0" i "Sheath all exterior walls with 15/32 wood \ rod&shelf ®sd °' Existing Pantry ; !f x �\ v\t i M sheathing. Block panel edges and nail D3) C :4 I �\ , safety with 8d at 6" o.c. at panel edges and 8d at w/c " Existing 5'-o' r 9 _o\ 12" o.c. at intermediate framing (u.n.o.). / 0 36"x over caseworkllinen ). � tub/showerir Kitchen/Dining R ' D3 --St room { ) h 4. All interior partitions are 2x4 - 16" o.c. / -- 6 Studs unless noted otherwise. M07 merit existing header M07 5 I I \ y�� I 4'-31/2" 6'- 10 1/2" MO I ` 3 4 A6,2 A6.2 2 1 J� X _ 5. Provide backing in ail bathrooms for °' M08 `° F/ 1 0 ' sink " '° 2'-7" /bo y � r towel bars, toilet dispensers, medicine lay lay washer dryer i ;ay IC i I o V (E) m lay 3 0 cabinets, etc. Coordinate with owner for �° 5'-0"tub ®o ®a tan linen $ I M5 wall line above 7 `O w/d mTess S x� m locations. o iv 1 b �I ) \ \ (E) (E) \ M1Q(N) \ \ T \ i \ \ \ Legend: MO8 basting door ®1 ( safety F Exhaust Fan - vent to safety safety 2'-6" 3'-0^ / to remain / 2'-6" 3'-o" / 50 outside - See 145 & 146/SP1 / 12'-6^ / 10'-4" 2'-10^ /s'-a^ / / Existing Kitchen Existing Dining / / / /9' 2" 9 -7 1/2 / SD Smoke Detector- hardwire connect all �i_ detectors and provide each with a - \ W battery backup See 104/SP1 mNr Xx See jte ? j A3 - Second Floor Plan \ . 9 1/4" = 1'-0" ARCHITECT / 3'- 1" / 26'-5 1/2" 18'-9 1/2" J�--) 48'-4" / / Michae G.Underwood / / State of Washington Door Schedule l j 7/_ 717 exp.09/22/19 Type Mark Width Height Count Hardware Comments A3 - First Floor T P/2./ Revised Permit Set D2 5'-0" 7'-0" 1 (1) 1/4" = 1'-0" D3 _ 2'-8" 6'-8° 10 D4 2'-6" 6' 8" 1 Project name: D5 3'-0" 6'-8" 1 D6 3'-0" 6' 8" 2 Ott Residence Grand total: 15 Interior NOTE:all exterior doors to have low threshold and to be weatherstripped. Remodel Window Schedule Project address: Type Ma* Count Height Width Type Comments Comments 12'- 01/z" / 1105 Longview 6'-11^ new flooring for 2nd level(woodltile) Ave W1 5 5'-0" 2'- 6" 3/4"plywood W2 1 5' -0" 5'-0,, W5 2 5'-6" 3'-0" add new foundation only at comer infol self level concrete on top of existing floor system Project: 1105 Longview Ave W9 1 3' -0" 2' 0" — — 9 Grand total: 9 9 r — — ! 'll / , lr - - I. , Issue Date: 11/20/2019 I — •Ii Revisions NOTE:Windows within 18"all.,within 24"of door swings,and within 24"of wet surfaces(tub/shower areas)to be safetyglazed. // lId No. Date Description - _ new 1 existing I I - e , new flooringforenitre2ndfloor ---j _ J _ • • � ' 1 r I . . • 3/4"plywood — --- ......-.. Iril 1 1/2"self leveling concrete I I A3.1 Wall Key t il I o. Orr I�. u New/Infill walls I I > i I I \ o Existing walls to remain cn I t rii_ existing floo system Ill Demolition Floor Plans Newto Existing Floor System Second Floor ,�- A2 - Foundation Plan 7- A5x - Second Floor Framing Plan - detail \ / 3/4 - - 1 0 1/4" = 1'-0" \,3) 1/4" = 1'-0" y 0 A3 . 1 11/20/2019 9:26:06 AM r — — > , , A4,1 fizz- v<n4 L✓4 Erne- 0 — (n) match height with adjacent rim joist x 1.75 LVL eet 1 3 va^ 12'-11 1/4"/ f , 3'-7 1/2" .. _ _ JiiI- 1 Aii ___, _ - :- . . -- '• tb5: a (1) il2rimjast-FAILS ib4:(e)(1)2x12 rim jast-FAILS '' n 5.2 s 12 rim LVL-RAI LACEME BEAM (n)(1) x12 LVL-REPLACEMENT BEAM r I •j ->. ° as — _ 3 - rn e • e d a e •� J �4 • e f e.�< ea • .9 a ° r imay - - 9'-53/ " — — e$ — �i — — UNDERWOOD .!, a :. , •ad .". ^^:, 'e -aL ".. :., • d - r 275#Ar 275#M _ &ASSOCIATES, LC a I • ( I (e)2x12@ 16"oc-12.5'span 11:(e)2 2@1 'spa If` tl 344N�f c - N caaco a7lanr szaam I 1005 4th Street e �3 ® i'■ O I a ■�' - f o anaco 98221 a 0 — — — — — — 360.588.0471 ___� _-:_ $., `•'c.. .> °- : ¢', - N r . _ - � — - - - - - - rtes waslvngt n " e d _ - : ' d M N 11 mike underwood AIA J111111w 04 _ ". _ _ _- -__ -.� _. _-- III II - _ _ _ _ _ _ _ X I11 -e.,. °,- t a� I . up —� = ^ c it 3' III- - II ": —� ,- _ _ __- mLkeC�underwoodarctutecture.com Mal IR ■ M�-- III— — —II •. ..e ' ;;` xlstiMjsl;�b •_•",,, .e° _--_- -_ - - - - - -- ---a al � - - - - -- - - - -=- - - - 1 tq III I II _ a o � N ° Y I IIIIII , ILL I ,' .a. ' _ _ II -I l . al L : : — III ^ .. - ' . : • , `t: d 1 0! ___--L - e° ; 'a O --R1111 " - y P e existing crawl e, O A ' •°" as a <y d, '-� i� @�`- - space access _. _ __ �� - lic ` L 1 {1. x ' yi, • ` I .. NJ — r ` — = eV . e C (e) • ler ) 1 I (e) earn tou- re , Q �. ,a d d• a I I I I 11 4 .: '• ,`' a .a .' s q _ f}' i I ' v ..-.9 EMI a 'rd I Ile I I _ —ep.� — II '® ' a - I I I I o II II , MI , _ N vPS a' • I I as I I c I I N I . �� 12110 is > — r - stingy orals JII 1 I I T- ' - - - c .�Q e,l 1 i I — — — — - II ° f •,v d • v ' 1 a a I I I I E - 1 V i I i I I 1 - - /J - — I ]I O bloc' line z uppe wall ��� � Oj0 �Oo/t l�J 1- - — --. - -1 Y I I I ; I I I I 1 I V�lir p '�p.".•�(wj�jb'► — 1 to- - qI� I I I I I 1 1 Ore- �ri � j 4retu 11 ‘c,;_ _ i---1 - - v ti , ) _.„7 , / diarllidi• T Pelt A4n - New Main Floor Framing Plan. �z A5n - New Second Floor Framing Plan . 9676 Registered 1/4" = 1'-0" 1/4" = 1'-0" limiii ARCHITECT T Michae G. Underwood �� l �..�' a • ', ' I ;, ! �I State of Washington II I \ f �i - - - 4 r d • • / ✓ H exp.09/22/19 I I .s. f d. d e Male N1 , e ate 1.9 _ _ - arlRevised vi dP Permit Set F _• r f ' _RXL 1XZ 7X Project name:—de I° - f - - - a: : R 8 a - - - — — - : " - - _ _ - '- - . _ _ _ Residence , d „ P ` ° , _. —. _ _ --_. _ __". _-�.-�_-.� d e •e' a :, :• �ev •° _ _ __ -_... _ � ..-. � . � �-�.__ — -_ _ - a .�__,< - _.. e e • e tl , a e ' 1 ; . Remodel i d e _ - - r Ie- ti . / Project address, ri r — — — - a r _ _ � � _ - - - . . , _ . . a ' ' ::' N _ ® — \ Longview ' 1 1 II .a Sr- < e d d ' •-exlstlflg•dpb d . . •. , _ - — - - - -_- O O OcaTi i — _. - - - - - _. ___ - _. r e _ � C Ave - - - _ -E _ Q a� - a 3 open stairwell m I s a , ® o - v :Y e a u ° ` '�• •°' ,a e,, a -a aG - __ �_ • 1 ff” 23 76' I �, 0 — — _ —_ •• .., .' , . — — — a _ _ Project: 1105 Longview Ave cena Zo �� d — ® — — — — — N Issue Date. 11/20/2019 Tic _ - d ..- existing . N L _ 0 x crawl space F, _ aL t — — — a d , — — _ _ :- V O da. ,� `•' °�e• - - v .... c c :-.Tc Revisions access CO x e I - - m �(0 a_ _ a.a P° 4 () h r — — _ NaDate Description scription r. r N 1 eaIe I I I I _ — s _ I - - - -ra ) Imo . °fa ' ' I I I I _ca 3 c e9 t< ---I - _ J ° .e .S° ' • < I I t IstiC 2x1 F floor oIst1 1. I> _ - 1 rr �T I t )bloc line I poll'wall �' �' j IIr •1 1 I I l i f 1 Ea ;_ V / ,J I i I I Floor Framing Plans \ • , / 1 I t I 6 I I a. A4e - Existing Main Floor Framing Plan. A5e - Existing Second Floor Framing Plan . A3 . 2 3) 41/4 1 -0 1/4" = 1'-0" = 11/20/2019 9:26:07 AM 1 1 1 1 1 1 1 1 I 1 1 1 1 1_ 1-nummonnionour UNDERWOOD munuununnouni &ASSOCIATES,mmillwanuniolmir LLC 111111111 1005 4th Street 1 1 1 1 1 1 1 minnir anacortes, washington 98221 360.588.0471 _ Second tow mike underwood,AIA 207' - 11 1/8 1 mike@ underwoodarchitecture.com f riar • 3 - Second Floor — . lfgrtsf t �� 198' - 10" I Livi g IL. existi g pantry existing kitchen to remain _ - A3 - First Floor 191' - 0" illlii illl lII�H I lllill lilllil llil llil llilllilll ll lilllil ll ll l llil l lil lilllil llillli ii i i i i i i i iii i i i i i i iii i i i i i 1-1i i i i i Sectionat west Et 1/4 = 1 0 9878 Registered ARCHITECT Michae G. 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Ave —III —I — I= I—I r 1 I , . I 1 1:- ., . 1 (. .. . . 1 t -1 . I I I I I r I I I I III —III III III III . 1 . ,-,1 i•. 1 i - ., i r' ` ' _I 1._ .. :_�.. I III—I I I 11=111 111-111-III-III-III 11 I-III-I 11 I I I 1 I 1 I I-1 11-I I I-I I I I I I—III—III-111-III-I 11-1 I I-I I I-111-III III-III: I-III--III-I I I-I I I-I I I I I I-I I I-I I I-I I I I I I-I I I-I I I-I I I I I I I I I-I I I-I I I-II I I III-III-III-III—T West Project: 1105 Longview Ave (4 South ' • est Issue Date: 11/20/2019 1/4" = 1'-0" c71 Revisions No. Date Description m�,'r•��1,'r, •..i i' -,;a, ;tip , yr :•: ••:: ;' Elevation Key a ,':;,•' ;` � , ''�;;IIr 11I,a',;,;,;,;,ti:a` r;:i':':'i of , : 1, 1:,r:',' .L:Js.'.' - 1. Horizontal siding _ ; ° 2. Down spout —,1 1 ICI, 1 1W.... 3, Continuous Metal Gutter r, <ll nomninir !,11 1 c line to be demolished/filledin ci 5mm r e. - - WPJ IIII I ,, ,} rz y� ~.'.3 -_a. _aa-i1'i _aua.,...+ i r'• _r i n.'L ti 1 gE I=�l�r' �_'1 1: ° oId in v �1,nu un,10 Building I I 1� ... Elevations CT -1111 111-111-111-(11 111-111-111-111-111-I 1 ( 1-111 111-1 - �—III—III—III—III—III—IIIIII—III—III—III III I I I 3 Existing North . A6 . I v 1/8" = 11-0" 11/2A/2019 9:26:08 AM I < ® / --,-„,,_ () io fV . ::---1 ® \ (e) (e) 1 �— \ (e)`` Guest Bedroom Kitchen/Dining 6 (e) (e) n - n u .-\ ® > UNDERWOOD 42"wall to separate bedroom e e o &ASSOCIATES,LLC ,� from the living area o o e I to 1005 4th Street ino e e ,'/ anacortes, washington 98221 360.588.0471 / mike underwood,MA ,/ / \ I L mike@underwoodarchitecture.com 2'-6" 1�_4„ jr2,-6" I 2'_0" I 2 -6„ le 1 -8„ 21 ie Guest Suite. �i � Guest Suite Kitchen. ( i,2„ . i,„,„ 1/2" = 1'-0" / /f I s \ . . ion_ N • mirror 0 • \ • • (e) . r, m ` n \ sink sink w/c(e) o w/c(e) 0 o k I >� non(e) 1 I u / in ,' I \ \ 3'-0" 2'-r i6 Guest Suite Kitchen. . 5 Guest Suite Bath. . . 74. Guest Suite Bath. . 3 Guest Suite Bath. \ 1/2" = 1'-0" 1/2" = 1'-0" \ \ 1/2" = 1'-0" 1/2" = " C \ 1 -0 9878 Registered ARC - ARCHITECT 1 Michae G. Underwood State of Washington exp.09/22/19 Revised Permit Set Project name: Ott Residence Interior Remodel Project address: 1105 Longview Ave Project: 1105 Longview Ave Issue Date: 11/20/2019 Revisions No. Date Description Y V o4 k Val Y Interior g Elevations rs, M caA6 • 2 U 11/20/2019 9:26:09 AM General 1. Not all buried utilities located on this site are shown on these drawings so call 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 73. Notches on the ends of solid joists may not exceed one-fourth the joist depth. 111. Attic Access: Provide min of 22x30 access to attic areas greater than 30 square « UTILITIES UNDERGROUND LOCATION before doing any digging anywhere on this galvanized steel, stainless steel or copper. (Exception: 1/2-inch diameter or greater Notches in the top or bottom of joists may not exceed one-sixth the depth or be feet. Construct with 5/8"GW8 and capped with r-49 insulation. Provide plywood Energy and Envelope Notes site of any depth 1-800-424-5555. steel bolts.) [R317] located in the middle one third of the span. Holes bored in joists may not be within 2 baffle at edges to contain adjacent insulations. Provide min. 30"vertical clearance 2. Verify all dimensions at site, all dimensions are to outside or center line of wood inches of the top or bottom of the joist and the diameter of any such hole may not above opening. [R807.1] framing members and concrete unless noted otherwise. exceed one-third the depth of the joist. Holes and notches must not be within 2 inches 112. Stairs shall have a max. of 7 3/4" high risers and 10"deep treads. Provide a 161. Requirements: Check with building department having jurisdiction prior to i ,., Exterior Shell of each other. [R502.8.1]. 3/4"to 1 114"max, toe overhang. Handrails shall be 34 to 36 inches above the toe, bidding to determine if that building department has any special framing or backing r -. ." 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 91. Flashing: Flash and counter flash all exterior openings as required to make them and be set 1.5" off the wall, and have a grip of 1 1/4" min. to 1 1/2" max.. [R311.7] requirements to meet the energy code or for any other reason. concrete without approval of the city!county. All fill under concrete to be compacted weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with For notching and boring of manufactured floor joists refer to the manufacturer and pit run fill to 95%. metal caps with drip edges to direct moisture away from wood. See [R703] follow their requirements fully. [R502.8.2] 113. Fireplace to be supplied with outside combustion air duct of at least 6 sq. 162. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between inches, and provide a readily operable damper. Install gas fireplace with clearances stories to be caulked I sealed. All holes in building envelope are to be caulked/ 4. Buildingand Structural Design Loads 74. Joists, rafters and trusses must be supported to prevent rotation by installing solid and combustion air 9 92. Trim:All exterior trim splices &siding joints to be mitered. Provide a 15 degree blocking at each bearing point or as required by manufacturer. [R502.7) per manufactures recommendations and by code. sealed including but not limited to electrical, plumbing & HVAC penetrations. Outlets, ground snow load: see stgructural notes min. bevel on ends of joining boards. 114 switch boxes and recessed fixtures on exterior walls or ceilings are to be caulked/ U N DE R WOO D Roof live load: 20 psi-see notes for other pitches 75. Bearing partitions perpendicular to joists must not be offset from support by more sealed with approved sealant, or have foam face gaskets installed.All recessed lights &ASSOCIATES,LW. Window fall protection: See R312.2. Roof dead load: see structural notes 93. Make all roof penetrations for venting etc. on non-conspicuous side of ridges. than the depth of the joists. Joists must be sized to accommodate the load and as are to be IC rated, air tight&sealed to surrounding surface. Rough openings around Floor live load: 40 psi(residential) Coat any ABS or PVC piping with a protective paint, designed for UV protection and minimum double joists are required under parallel bearing partitions.Joists framed Plumbing all windows&doors to be sealed/caulked. 1005 4th Street sleeping only 30 psi to match the adjacent roof color. into sides of girders must be supported by joist hangers or ledger strips. [R502.4] anacortes, Washington 98221 Floor dead load: see structural notes 121. Inspection: No plumbing or drainage system or building sewer may be covered, 163. All ceiling exhaust fan ducting to be insulated as per code&to have as few 360.588.0471 deck live load: 40 psi 76. Bearing: In floor construction,joists and beams must have not less the 1.5 inches concealed or put into use until it has been tested, inspected,and approved. [UPC bends as possible &to terminate at the exterior of the building. mike underwood, AIA 5. Lateral Design Conditions of bearing on wood or metal and not less than 3 inches on concrete. See [R502.6]for 103.5.1.3] Lateral wind load: 110 mph -see structural notes for exceptions additional exceptions and requirements. mike@underwoodarchitecture.com P P Framing 164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around Seismic category: D1 77.All plywood and OSB subflooring is to be glued to the supporting framing 122. Supply Testing: Plumbing supply piping must be tested with working water wires, pipes, &outlet boxes. Soil Minimum: 1500 psf Walls members;glue is to be applied in strict conformance with manufactures directions. pressure or, except plastic piping, 50 psi at pressure. [UPC 609.4] 78. Provide solid blocking for lateral support at each end of joists, and at all 123. Drain Testing: Plumbing drains must be tested with water filled to the highest 165. All HVAC ducts installed outside the heated habitable space to have sealed 51. Cripple walls must be framed of studs not less in size than the studding above. intermediate supports. vent in systemjoints,corners, and boots, and insulated to a min. R-8. Foundation And Site Preparation When exceeding 4 feet in height, such walls must be framed of studs having the size pp or 5 psi air pressure. [UPC 712.2, 3] 10. All wood used in formingand placingconcrete, if within theground or between required for an additional story. Cripple walls less than 14" high must have solid 124. Protection:All piping passing under or through wall must be protected from 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..) is to be foundation sills&the ground shall be removed. Remove all loose or casual wood in blocking or with sheathing on one side. All cripple walls shall be supported on Roof installed on the warm side of all insulation. contact with the ground from under the building. continuous footings or foundations. [R602.9] breakage. Approved provisions must be made for expansion of hot water piping.Voids around piping passing through concrete floors on the ground must be appropriately 11. Access: Access shall be provided to all under floor spaces. Access openings 52. Wood columns must be restrained to prevent lateral displacement at the bottom. 81. Plywood roof sheathing, if exposed on underside, must be exterior grade. sealed. [UPC 313.1] 167. All recessed light fixtures in the thermal envelope to be certified under ASTM through the floor shall be a minimum of 18 inches by 24 inches. Openings through a [R407] [R803.2.1.1] E-283 and so labeled,or sealed around the exterior in an approved manner to be air perimeter wall shall be not less than 16 inches by 24 inches. When any portion of 53. Column and posts located on concrete floors exposed to weather, water splash 125. Support: Horizontal piping must be supported at sufficiently close intervals to tight. the through-wall access is blow grade, an areaway not less than 16 inches by 24 or in basements must be supported by concrete piers or metal pedestals projecting 82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.5 separate space by vent openings protected against the entrance of rain and snow. 1314.5.1 169. not used inches shall be provided. The bottom of the areaway shall be below the threshold of above the floors, unless approved wood of natural resistance to decay or treated ] the access opening. Throw h wall access openings shall not be located under a wood is used. Thepedestals must project at least 6" above exposed earth and at The required area shall be 1/150 of the area,except may 1/300 of the space if the 9P 1 p 126. Whirlpool bathtubs must provide a removable panel of sufficient dimension to door to the residence. [R408.4] least 1" above such floors. [R317] openings are split with 50% but less than 3 feet below ridge. [R806.1] access the pump. [UPC 415.1] 169. Exterior doors to be adjusted so weather-stripping, threshold, &door sweep 12. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent for 54. Separation:There shall be maintained a minimum clear separation of 6" between 83. Insulation dam must beprovided at the attic access opening when usingblown-in are working properly&seal well. P 9 127. Water heater relief valves must be provided with a drain, not smaller than the each 150 sf of floor area. Locate vents within 3 feet of corners as practical and any wood and earth, or the wood shall be of a type with a natural resistance to decay insulation. [WSEC 502.1.4.4] relief valve outlet,extending to the outside of the building and discharging downward 170. Blown in attic insulation, if used,to be installed in strict conformance provide cross ventilation, cover vents with corrosion-resistant wire mesh with openings or treated wood is to be used. [R317] 6-24 inches abovegrade. [UPC 608.5] an with of 114" in dimension. Continuously operated mechanical exhaust ventilation at a rate 84. Trusses must be designed by a registered design professional, in accordance manufactures recommendations for density&coverage. Provide vent baffles as of 1 cu ft. per minute for each 50 sqfeet of crawl space maybe used. [R408.1] 55, not used P with ANSIITPLI standards. [R802,102] 128. Hose bibs must be protected by an approved non-removable type backflow required &insulate&weather-strip attic access door. 13. Foundation drains shall be provided around all concrete or masonry foundations 56. Place a vapor barrier of tyvek or equal over all exterior walls. [R703.2] 85. Truss bracing must be provided to prevent lateral rotation and provide lateral prevention device, [UPC 603.4.7] that retain earth and enclose habitable or usable spaces located below grade. 173. All Gas Combustion Appliances, Except Stoves&Cloths Dryers,To Have Drainage tiles,gravel or crushed stone drains, perforated pipe and other approved 57. Top Plate: Exterior wood stud walls must be capped with a double top plate stability in accordance with the individual truss design drawings. [R802.10.3] • installed toprovide overlapping at129. Water heaters must be anchored or strapped in the upper and lower third of the Combustion Air Ducted Directly To Them. materials must discharge by gravity or mechanical means to an approved drainage pp' g corners and intersections with bearing partitions. 86. Truss members must not be cut, notched,drilled, spliced, or otherwise altered in tank to resist horizontal displacement due to earthquake motion. A distance of 4 inches system. (r405.1] End joints must be offset at least 24 inches. [R602.3.2]. Exception: advanced framing any way without the approval of a registered design professional.Addition of loads - shall be allowed with one topplate, provided allprovisions of stud, rafter,joist, and must be provided between the lower strap and the controls, [P2801.8] 174. Provide programmable thermostats to all heating systems. 14. Vapor Barrier: Cover ground at crawl space with min. 6 mil black colored, that exceed the design load for the truss will not be permitted without verification that moisture barrier, laps to be 12" min. and sealed, and ends to extend up foundation truss locations are aligned per[R602.3.2 exception]. the truss is capable of supporting such additional loading. [R802.10.4] 130. Water Heater Pan: When a water heater is located where water damage may walls a min. 12", occur from a leaking water heater, a watertight pan must be installed beneath with a Supplemental EnergyNotes 58. Notches:Any stud in an exterior wall or bearing partition may be cut or notched minimum 314"drain to outside of building. [P2801.6] ppemen 15. Damp-proofing: Foundation walls enclosing basements below finished grade to a depth not exceeding 25 percent of its width. Studs in non bearing partitions may must be damp-proofed from the top of the footing to the finished grade, be notched to a depth not to exceed 40 percent of a single stud width.Any stud may Safety 130b. All electric water heaters in unheated spaces on concrete floors shall have a be bored or drilled, provided that the diameter of the resulting hole is no greater than - - R10 incompressible surface under unit. R Value and U-Value Minimums for zone 4c: 9878 Registered 16. Yard piping for water service shall be at least 12 inches below grade. Wafer ARCHITECT 40 percent of the stud width,the edge of the hole is no closer than 5/8 inch to the Fenestration U-Value: 0.30 pipes may not run or be laid in the same trench as the building sewer or drainage edge of the stud, and the hole is not located in the same section as a cut or notch. "�.J unless both of the following conditions are met: [R602.6] General Requirements 131. Seal:All plumbing fixtures, including toilets, must be caulked or sealed at their SGHC: 0.40 Michae G.Underwood a. The bottom of the water pipe, at all joints, shall be at least 12 inches above base. [UPC 407.2] Skylight U Value: 0.50 State of Washington the top of the sewer line. Drilling: 1. A stud may be bored to a diameter not exceeding 60 percent of its width, 101. Address: Every building must have its address plainly legible and visible from Window U-Value: 0.30 b. The water pipe shall be laced on a solid shelf excavated at side of the 132. Freeze Protection: All water lines to be protected from freezing. If water lines Exterior Door(w/glazing): 0.30 ex . 09/22/19 P P P provided that such studs located in exterior walls or bearing partitions are doubled the street. Numbers shall be minimum of 4 inches high with a minimum stroke width P 9 P common trench with a minimum horizontal distance of 12" from the sewer or drain. of 1/2 inch. R are not located completely between heated space and insulation provide insulation as Ceiling (attic): R49 and that not more than two successive studs are bored. [ 319.1] P y p Ceiling (attic w/adv.framing): [P2604.3] 2. Approved stud shoes may be used when installed in accordance with the Egress: Basements, habitable attics and every sleeping room must required to assure pipes are protected from freezing. Ext. Wall: R21 R38 102. Emergency Revised Permit Set manufacturer's recommendations. have at least one openable window or exterior door approved for emergency egress 133. All water pipes to be insulated to a min of R-3. A circulation system to provide Floor(over unheated space): R30 Concrete And Reinforcing 3. Provide metal nail plates in all locations where plumbing or wiring comes or rescue. Windows must have a minimum open area of 5.7 square feet(5.0 square hot water to all fixtures requiring hot water is MANDITORY.The pump shall be Floor(unheated slab): R10 and 24" at perimeter horizontal or vertical at stem. within 1 1/4" of the edge of any stud. [R602.6.1] feet if on the ground level), minimum net clear opening height of 24 inches and a capable of turning off when the desired temperature is reached and demand is nill. Floor(heated slab): R10 under entire slab 21. Footing top surfaces must be level. Footings shall be stepped when necessary minimum net clear opening width of 20 inches. Finished opening may not be more Below grade walls: R10 Rigid at exterior of stem wall or, Project name: to change the top surface of a footing or where the bottom surface of a footing 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical than 44 inches above the floor. [R310] R15 Rigid at interior of stem wall or, Ott Residence exceeds a 10%slope. [R403.1.5] and horizontal) and to form an effective fire barrier between stories, and between a top Mechanical R 21 at 2x6 framing on interior of stem wall w/1"thermal break story and the roof space. [R602.8]and [R302.11] 103. Carbon Monoxide Detectors: Install an alarm outside each sleeping area per between stem wall and framing. Interior 22. Sleeves shall be provided to protect all piping through concrete and masonry R315. walls. [UPC 313.10.1] Install fire blocking at: 104. Smoke Detectors:When work is performed that requires a permit,or when a 141. Approval: No mechanical system or equipment note: Additional energy efficient features are required. Remodel 1. Concealed spaces of stud walls and partitions, including furred spaces and eP y official, R t11. code may be nY Y q sleeping room is created, the entire building must be provided with smoke alarms. A connected to fuel source until approved bythe buildingofficial, R111.1 1, small dwelling unit: 1.5 credits required. 23. All footings to beplaced on firm inorganic, undisturbed soil of 1500psf min parallel row of studs or staggered studs as follows: PP [ 1 9 9 (min) smoke alarm must be installed in each sleeping room and outside the sleeping room 2. medium dwelling unit: 3.5 credits required. bearingcapacity and to extend a min. of 18" below finishedgrade. Tie wall vertical a. vertically at the ceiling and floor levels. 142. Testing:Gas piping must be tested at a minimumpressure of 3psi. Gauges Project address: P ty area in the immediate vicinity, There must be at least one smoke alarm on every floor 9 P P 9 9 3, large dwelling unit: 4.5 credits required. reinforcingsteel to continuous footingsteel.All reinforcingsteel belowgrade to have b. horizontally at intervals not exceeding 10 feet. used for testing must have an upper range of not more than 1.5 times the test instalel.ed smoke alarmstanmust oe hardwiredn and ietdoor of a Smoke[ alarm14] shall be additions <500 sf: 0.5 credits required. � � 05 Longview - a 3" in embedment, lapall rebar splices and corners 30 bar diameters. Unless 2. All interconnections between concealed vertical and horizontal spaces such installed not less than 3 feet horizontally from the door of a bathroom[R314] see IRC ppressure. [IRC G2417.4.1] otherwise noted on plans. as occur at soffits, drop ceilings, and cove ceilings, for building alteration exceptions. 143. Equipment in Garages: Gas appliances generating a glow, spark or flame 3• Concealed spaces between stair stringers at the top and bottom of the run. capable of igniting flammable vapors may be installed in a garage, provided the pilots, Ave Girders And Joists 4. Openings around vents,pipes, and ducts at ceiling and floor level, with an 105. Guards must be installed when a floor or grade is 30 inches or more above an burners, heating elements and switches are elevated at least 18 inches above the Electrical approved material to resist the free passage of flame and products of adjacent floor or grade that is within 36 inches horizontally from the edge of the floor. [IRC M1307.3] 31. Wood joists closer than 18"or wood girders closer than 12"to the ground, must combustion, walking surface. Guards must be a minimum of 36 inches in height. Open guards Project: 1105 Longview Ave be of treated wood or wood of natural resistance to decay. [R317.1(1)] 5. Site built chimneys and fireplaces,fire blocking must be a minimum of 1 must have intermediated rails or ornamental pattern such that a sphere 4 inches in 144. Clothes dryers ducts must be smooth metal and terminate outside the building, 181. Electrical outlets shown on the plans are those required for convenience only, / 9 inch thick and supported on metal strips or metal lath. R1003,19 diameter cannotpass through, except at the toe triangle where 6" is allowed,or at Screens shall not be installed at the duct termination. Ducts may not be connected or Issue Date: 11/20/2019 pP P [ J 9 P 9 installed with sheet metal screws. Maximum duct length is 35 feet.The maximum provide all outlets as required by the national electric code &provide required hookups 32. All wood in contact with concrete, masonryor earth must bepressure treated 6, Cornices of a two-family dwelling at the line of dwelling unit separation. stairway guards where 4 3/8 inches is allowed. [R312] 9 for all appliances and equipment. Provide recessed meter base. Provide GFI &WP length must be reduced 2.5 feet for each 45 degree bend and 5 feet for each 90 protection where required by code. Revisions wood or foundation grade cedar or redwood, and marked by an approved agency. 106. Garage Separation: Garages must be separated from a residence and attic degree bend. [IRC m 1501.11 m 1502] _ Cut ends of treated posts must be re treated or be provided with protection from 60. Headers:All openings in bearing and exterior walls are to be provided with a space with not less than 1/2"drywall on the garage side. If there is residential space 182. Lighting 75%of permanentlyinstalled lamps shall be high-efficiency lamps. R404.1.1 No. Date Description contact with concrete. [R317] header as indicated on plan or plan legend. p g p 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must be 9 9 9 Y P [ 1 above the garage,the ceiling must have 5/8"type-x drywall and all supporting walls vented by an exhaust fan. Duct must terminate outside the building and be not less 33. Pressure treated wood shall be used for those portions of wood members which 61. Stud partitions containing plumbing, heating,or other pipes shall be so framed and must have 1/2"drywall. [Table R302.6] than 3 feet from any opening into the building. [IRC M1506] form the structural support of buildings, balconies, porches,etc.,when such the joist underneath so spaced as to give proper clearance for the piping. Where a members are exposed to the weather without adequate protection from a roof,eave, partition containing such piping runs parallel to the floor joists,the joists underneath 107, Garage Door: Any door between a garage and a residence must be either a 1-3/8" 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. overhangor other covering. members mayincludegirders,joist and decking, suchpartition shall be doubled and spaced topermit passage of such pipes and shall wood or metal door, or a 20-minute rated door equipped with self-closing device. Bathroom exhaust fans must be 50 cfm minimum. [IRC Table M1507.4 9 9 P P g pP 1 posts, poles and columns. [R317] be bridged.Where plumbing, heating or other pipes are placed in or partly in a [r302.5.1] •E partition, necessitating the cutting of soles or plates, a metal tie not less than 1/8"thick 108. Garage Floor: The floor surface in a garage must be an approved non- 147. Water heaters:Appliances located in garages shall be elevated at least 18" 0 34. Ends of girders entering concrete or masonry walls shall be provided with a min. & 1 1/2"wide shall be fastened to the plate across and to each side of the opening combustible material and sloped toward the garage door or floor drain. [R309.1) above garage floor, [P2801.7] air space of 1/2" at tops,sides, &ends. [R317] with not less than 4-16d nails. 109. Showers must have a nonabsorbent wall covering extended to 72 inches 148. Electric resistance zone heating: one mini-split heat pump must be installed in 35. Post Connection: Provide a positive connection between the post support&post Floor above drain inlet with water-resistant backing. [R307.2] the largest space. Residential General Notes and between the post and the beam sufficient to ensure against uplift and lateral 71. Joists framing into the side of a wood girder shall be supported by framing 110. Furnace shall be installed to have a min total clearance of 12" @ sides with a 2015 IRC displacement. anchors of the required finish and type. [R502.6.2] min clearance of 3" along sides,top, & back. If placed in a garage,set unit on a General Notes 8 36. Deck Materials: Structural exterior posts,girders,joists and decking to be cedar platform to provide a minimum of 18" height above garage floor. [IRC M1305.1.1] updated 6120/16 o or treated material. 72. not used v w General Notes SPI1/4" = 1'-0" - 0 11/20/2019 9:26:09 AM