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I.All construction, plumbing, electrical and mechanical will comply with the <br />IRG One and two Family Dwelling Gode and State, County and Municipal Codes. <br />2.Con5truction shall comply with all Govenants, Conditions and Restrictions <br />recorded against the land. <br />3.6eneral contractor and all subcontractors will review plans for accuracy and <br />verify all dimensions and compliance with above codes (see #I) prior to the <br />start of construction. Bids submitted w111 be according to such review. <br />4.5afety, care of adjacent properties during construction, and compliance with <br />al! applicable safety regulations 15, and shall be, the contractors and <br />Subcontractors responsibility. <br />5AI1 trees to be, rotected from damage of construction process and machines <br />unless approved For removal by owner. <br />b5torm water drains (within 5' of foundation wall) Shall be of material as <br />specified for sanitary drainage work. Storm water sewers (5' and beyond <br />foundation) shall be of an approved material as per plumbing contractor. <br />C.oncrete- <br />I.Goncrete Shall be 5-7% air entrained with a minimum compressive Strength of: <br />a) 2500 psi for basement walls and foundations not exposed to weather and for <br />basement Slabs and interior slabs on a grade. <br />b) 3000 psi for basement foundation and exterior walls and other vertical work <br />exposed to weather. <br />c) 3500 p5I for carport and garage floor slabs for porches and Steps exposed to <br />weather. LTable R40221. <br />2A11 concrete form work to be adequately tied together and braced to form a <br />true line, square corners and plumb walls. <br />;Ail reinforcing bars shall conform to A5TM Spec (Ab25 Deformed bars HIth <br />minimum yield stress of 60000 psi [Table R404.12.7.3.11). <br />Welded wire fabric to be bxb, 10/10, conforming to A5TM Spec 05. <br />4.Poured footing to be poured on level (less the I" In 10-0" slope), <br />undisturbed 5oll. <br />5.Install 3"X3"X0229 plate washers between foundation 5111 plate and nut on <br />all foundation bobs. <br />6.Graw1 space venting minimum 1.0 sq.ft. for each 150 5gft. of foundation area. <br />Metal- <br />IAII flashing to be 24 ga. G.I. metal. Gravel stops and beam caps to be 22 ga. <br />�.I. metal. <br />2I.AII framing connections to be Simpson Gompany, or approved equivalent. Simpson <br />HI to be used at each truss to top plate connection. <br />Framing- <br />I.f xpo5ed plywood to be exterior grace hail 6oil twnwe ice" in rle)id. <br />2 ','1 direr :lion lumber to be Douglas Fir -Larch, 2x4 standard or better all other <br />#2 cr 1 :onwr unless notied otherwise. <br />3AI1 walls to be double plated, and plated joints will not be. less than 4W <br />apart. Top plate of Interior partitions shall tie full Into exterior wall plate. <br />4,Provide operable egress windows at basement and every sleeping room with <br />a minimum clear opening of 5.1 sq.ft. (Ground floor egress window 5 5q.ft) Least <br />openanble height: shalfbe net 24"; least openable width., shall be net 20' <br />15111 height shall not be more than 44" above the floor. (R310.1). <br />5.1-evel changes at entries to be minimum 1/2" maximum 1 1/2". <br />6.Exterior bearing wall headers to be as per framing plans. <br />1.Interior bearInQ :Nall headers to be 4xb#2 df-1 u<iless noted. <br />B.Plumbing walls to be 2xb (verify with plumbing contractor). <br />cl.Provide blocking for backing: Shower rod, b4" height; Towel rod, 42" height; <br />Gurtaln rod, each side of all windows. <br />IOAII pre -wiring for telephone, N, Stereo etc. to be coordinated with owner. <br />II -All trus5e5 to be per manufacturers engineering specifications. Trues details <br />to be provided upon framing inspection. Truss manufacturer to verify all spans <br />and configurations prior to truss fabrication. <br />12.Trusses shall not bear on interior partitions unless so designed. <br />13.ln5ulation baffles to be GDX plywood (or approved equal); no felt paper <br />ollowed. Use scrap if available. <br />Lln5ulation required as follows: <br />Exterior Walls; R-21 <br />Floors; R-30 <br />Gelling; R-36 <br />2x10 or 2xl2 Rafter vaulted ceiling for a maximum of 5096 of the heated <br />floor Space area shall be allowed with R-30 in5ulatlon. <br />Foundation Wails; R-15 <br />Forced Air Duct; R-b <br />Water Heater; R-II wrap <br />Slab on Grade; R-15 <br />2.51x millimeter black polyethylene (reinforced If under slab) ground cover <br />required at foundation. <br />3.Vapor barriers at exterior walls (one dry cup rating Or less). <br />4.9oors and windows to be weather -Stripped. <br />5. Windows shall have a maximum U-0.35. Skylights. Maximum U0.60 <br />b. Exterior doors Shall have a maximum U--020. Exterior doors with >2.5 sq.ft. <br />glazing Shall have a maximum U-0.40 (double pane with Ions-e coating or Cripple <br />pane glazing shall be deemed to comply with the U-0.40 requirement). <br />. s � Jtr i�CE <br />.. <br />�t it i., rRP,-, <br />± TCN- OR <br />� rr <br />............... . ...... . ...... IF I <br />.. ........ <br />Perm it>#: B2010-046 <br />Site address: 1722127TH PLSE <br />Owner: MORRISON STEP H EN/RIVERSO N BRENDA <br />Tenant: [TenNamel <br />app.Date: 10/24/2020 <br />Proposed Use: RESIDENTIAL ALTERATIONS <br />Description: CONSTRUCT 24' X 32' GARAGE <br />ZZ <br />G91 <br />Reviewed By: 0 Date: t' <br />-60fFice Set Job Site Set Fire/Planning Set <br />Additional Permits Are Required; <br />For This Project To Include, <br />FJ Plumbing ED Sprinkler <br />D Mechanical ~ Fire Alarm <br />Electrical <br />.-_- <br />S <br />e_.._,_.�_-. .__..�. _ _. _..........._......_-_._. ... ............_....... ........._... -. ......_. <br />y <br />�'' <br />pis of <br />jr3r UG1S lid fff&qk&1 •• <br />Finish- <br />IAII finishes to be Identified by owner, Includirg cab°sr <br />"finish <br />trim, etc. <br />2.Flash all exterior doors, windows, and horizor'sai Y111- <br />ed. <br />3.Gounter tops to be self edged, and coved.: (or rio; ,A <br />4All open flames and glow elements to be minimum ib <br />1 floor. <br />5.The garagge mall be com letely separated fr c� <br />by meens oar type"X" boarTor equivalent apppp11 c <br />, e `}�k ;5 att=c area <br />'go, e : Y erg the <br />' <br />, <br />separation is floor -ceiling assembly, die �tructsr s : <br />l` <br />sYDrat <br />shall be oro'ected by type X" board or equ valer <br />b.ReceS el light fixtures installed in insulated cal`­,F : ' <br />; labols;d as <br />suitable for being installed in direct contact with Inn- <br />IC ated.. <br />7.Minimum hallAay width 36": finish wall to finish <br />_ <br />AVC <br />� L/t el <br />/S H7�q) <br />6�A lz,m � <br />ZOD � ,u E:o <br />FEB 10 2021 <br />CITY OF EVERETT <br />Permit Services <br />GOPYR16HT ��� 2020, ASSOGIATE'V P, 5iGN5, ING., ALL RI65HT5 RE-5ERVFWM <br />REP"rZ0 7ICIN .:�f 1-915 r;F_NV4;,,. -- F`;,4IE;IiZD AITHOUT =4-430R �'�RlTrEN PERMISSION. <br />CE G r <br />d f <br />Fs <br />v <br />r s. <br />j <br />�r <br />�•{ t.! E riT <br />J <br />-- <br />it <br />11 <br />Lu <br />k �rZ <br />oo <br />IL <br />a y <br />�? a <br />t ' > <br />•6 <br />2 <br />� w <br />o <br />a <br />A5 C✓I/' " <br />} , INC.. <br />1100 UACG155 D "9\/E <br />EUCGENE, ORE 0N <br />cl`7402-IqF-',`` <br />(541) 461-2Oa2 L <br />FAY.: (541) 46'-121d z <br />ul <br />REVI510�� <br />a0 <br />20-250 O <br />M <br />:OR <br />eX <br />8 s <br />,,y <br />