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HomeMy WebLinkAboutLUA86-033 - Large Format (2) a? i i er pa ee AY rl a i Sa > Me | ¥ ° * po * ee a oO Do not scale drawings. Verify dimensions before. proceeding with work. Consult with arehitect “soil Bearing iasngeil 2000 ps i ami. That: nortion of the North ' ‘of the Southwest % of the Southeast % of Section 9, — before nroceeding with work about errors, ommissions, or changes. Work to conform with 1976 | Live Loads 1 ‘Township 23 North, Range 5 “East, W.M., in Kina County, Washington deseribed as Uniform Building Code. All electrical work to comnly with state and national codes. All ~ Roof 25 PSF en ‘follows: sewer work to comply with King County Health Department TERE eRereS | Floor 40 PSF ae COMMENCING at the monument at the Northwest corner of said subdivision; thence NTS: Denotes "Not to Scale" ‘ | Stay 100 PSF ; 4 '§.0°09'27"E along the West line of said subdivision 419.40 feet to the South NIC: Denotes "Not in Contract" ; | . Deck 60 PSF ze ‘ line of the North 89.70 feet of North 4 of the South % of said subdivision; These drawings are "Bid-Design" documents. The owner and/or develoner and contractor shall _ _ Wind 20 PSF oie : thence S.88959'27"E along said line 30. ‘01 feet to the East line.of the West 30' - assume all resnonsibility and liability for coordination of related "Bid-Desian" work, includ- | - Seismic Zone III he: eA ‘ of said subdivision and the POINT OF BEGINNING; thence $.0°09'20"E along said ing but not limited to electrical, plumbing, heating and ventilation. The architect js not _ Concrete - 5 sack mix f's # 2500, fc = 844 PSI line 239.94 feet to the South line of said subdivision; thence $.89901'39"E ‘liable for changes and/or corrections made by on-site inspection durine the course of con- | , All concrete construction to be unsunervised, reinforeed steel intermediate grade 16,000 PSI. ) ae along said line 1091.38 feet to the East line of the West 460.00 feet ot the S. struction. _ Miscellaneous structural steel A56 36,000 PSI. 7s of the Northeast % of said Southwest \ of the Southeast %; thence N.0°14'55"W _ The-architect does not assume liability or resnonsibility for methods of construction and » All footings to rest min. 18" below grade. Footings 3" 7 Slabs 374" 7 Wall 1%" ‘Geli, ;along said line 328. “97 feet to the North line of said subdivision; thence construction details not included in these contract documents. - All lumber in contact with ¢oncrete shall be treated with an approved BHERAMHETS Ye 14 , _N,88°69'27"W alona said line.100.00 feet; thence N.34°18'07" W 38.53 feet to a | Wood frame construction : o La ‘point on the arc of a curve to the riaht from which the center bears N. 34918'07"W pat ~ Studs (STD & BTR) | f = 450 PSI ' r ale 46,00 feet; thence Westerly along said curve through a central. anale of 80034'50" i i ay es _ Beams & Headers #2 DF-L fb 2 1250 PSI . | Lf (an arc distance of 64.69 feet to a point of reverse curvature and the beginning | UNIT SC = - Joists & Blocking #2 H.F. fb = 1150 PSI “ of a curve to the left havihg a radius of 25.00 feet; thence Westerly along said } ma oS ea ee ee ee ey All lumber to be kiln dried. Plywood shall be en a ii nailed to supporting members with ‘curve through a central anale of 45913'59" an arc distance of 19.74 feet to a ec Pats att, . - ‘ ze : os ee i ‘ " MW fe} i Tonths By 8.2 (eee Tyo: A sOnie Gedreem: (667: Ciatahed) 8d nails @ 6" o.c. @ edges and @ 12" 0.c. @ intermediate members. ee ,point of tangeney; thence N.88057'16"W 159.59 feet to the beginning of a curve. | ee R 10 Deck : ; al Vig: Roth FI 5: Bell Ceil¥na: R-30 es [ to the right having a radius of 125.00 feet; thence Westerly along said through it | rin Tone Ill rs vias Insulation: Walls: R- OOS: Fr 4 eiltng: R- ‘a central angle of 31907'46" an arc distance of 67.91 feet; thence N.88°57'16"W NI re are re pe Tyne B -Two Bedroom (853 Finished) _ Glazing: — All windows & skylights double alazed, Glazing shall not eee 214 of exterior 468.61 feet to the East line of the West 230.00 feet ot the North 4: of the North- iti weed ia Type V-N (2 story over basement) loz Deck : wall area. west of said Southwest & of the Southeast %; thence S.0°09' Z0'E along said line Ny Parking 160 x 1.5 = 240 stalls required *f ‘on emer tees, te ee towns 62.47 “feet to the South line of said subdivision; thence N.88°59'27"W along said y | hae 240 actual stalls Toye A-One Bedroom @¥ Units ‘ Miscellaneous : Fireplaces to re “—<e ay with _ ig 98 ao ar eae ie | line 46.01 feet to the East line of the West 184.00 feet of the North % of the Type B -Two Bedroom g%Z. Units bie ava he Ml odes. eg > . “ “gga sp PT avertedtan.. AYE diem South 's of the Northwest & of said Southwest 4; of the Southeast %; thence “ Total 1ewi Units \ to have therma or . overs bid eg ” ES 5.0°09' '20"E along said line 89.72 feet to said South line of the North 89.70 feet ee oo a eS and windows to be fully weatherstripne i of said subdivision; thence N.88059'27"W along said line 154.03 feet to the POINT VF BEGINNING, oe INSULATION Walls = R11 fa, Site Plan. , | ‘ 2 ‘ SWISH Floors R-19 2, Foundation Plan ; ‘y o Pe Re : Ceilings R-30 3. Floor Plan (Units A and B) s a? 5 a ; 4, Structural Plan (Units A and B) si ' a w ® 4 GLAZING All windows and skylights to be 5. Elevations Building Type 1 % 2m ey double glazed. Glazing shall not 6. Elevations Building Type 2 pM ae ea | “e . : ge o Le ree 25 exceed 21% of the exterior wall area. 7, Elevations Building Type 3 Pot lIo4_pl- ‘ a i ae oe Paes & oe: 7 ae as ke “ rs mai pe z= : 8. Elevations Building Type 4 ” 7 - ; y s . y 2% MISCELLANEOUS Fireplaces to draw ambient air with 9, Wall Sections, Misc. 4 25 KS glass doors. Fireplace flues to have 10. Stair Section, Details, Handicapped Unit r is eae zi Zu automatic damper. All ducts to be | 11. Recreation Buildign Floor Plan &p = | oz af insulated with thermal insulation. 12. Recreation Building Structural Plan : fi oe = Al] hot water tanks to have 3gpm flow. 13, Recreation Building Elevations e restriction. All doors and windows to } ) be fully weathers tripped. $ | 2 | ak as ee \ = “sot \ | | 4 < % | 1pb-o" aie Ae. ee a —4e \ * \ : ~* Sy \ ee bis a | \ \ | \ Seer creator ae xen Feat = ~*~ ig i. | rT ao ah | . | | : 4 £ | \ ai aa Z TENNIS — sae / ; r ) tT | oe | MOAR a = \ . ; e : : F me b> Ss | Fie 4 S | CL HOUR SVALI- — F aie / So | Seek | | ‘ . [LJ ‘ Lj ‘% : , Sb) ™ ; ‘ % | r ACH ] oo _--——_—_-—— ee wa 4 a ie EP Pl See Oe ee i re al i : , ote .° |\9' ee, A Revo Fi - 2 Hour FIREWALL ADPED REVKED S\I7(2e NL O N , WA , Se ea " ai v i - oy wi h 8, »@ e ej ] ¢ me « si i V-Wo -047 bee , , 7 Lon | ! : - H 7 am CITY OF RENTON, | G3. if te | | ei < oe peaee ) | ie Arve \aetet-O% EG ENV ED) / | A peg Re aa Ce Soke | | , 7 LU APR 211986 , BUILDING/ZONING DEPT. g-G9Ovle ZEl-vy ONINDUE | s ; ; : ' : : ‘ f : ghar is Braet a \ : j ; ' é + : DA T E i op ! be a DR A W N , CH E C K E D Do not scale drawings. Verify dimensions before proceeding with work. Consult with arehitect *S0il Bearing (assumed) 2000 PSF mie hints pplaletbin Eades ee gota ; a | : i i. & of i : before proceeding with work about errors, ommissions, or changes. Work to conform with 1976 | ‘Live Loads 3 is ; ee de net geinciar, Tage i. aie cuueee "Wasteghan ore Uniform Building Code. All electrical work to comnly with state and national codes. All | - Roof 25 PSF ; | ta Tones ° . agiidieeaihiae 9 Ae sewer work to comply with King County Health Denartment requirements, | Floor 40 PSF f , COMMENCING at the monument at the Northwest corner of said subdivision; thence ae be “sh moe to "Tales : , | mara 100 PSF /$.0°09'27"E along the West line of said subdivision 419.40 feet to the South toot > Denotes "No in vontract 7 » Dec 60 PSF line of the North 89.70 feet of North % of the South 4 of said Subdivision; | a These drawings are "Bid-Design" documents. The owner and/or develoner and contractor shall Wind 20 PSF ‘thence S.88059'27"E along said line 30.01 feet to the East line.of the West 30' oF "assume all resnonsibility and liability for coordination of related "Bid-Design" work, includ- | - Seismic Zone III ' of said subdivision and the POINT OF BE@INNING: thence § 0°99' 29"F along said ge ; ing but not limited to electrical, nDlumbing, heating and ventilation. The architect is not _ Concrete - 5 sack mix f's = 2500, fc = 844 PS] line 239.94 feet to the South line of said sobdlets ton: thence §.89991' 39" a’ ‘a | liable for changes and/or corrections made by on-site inspection durina the course of con- _ All concrete construction to be unsunervised, reinforced steel intermediate grade 16,000 PST. along said line 1091.38 feet to the East line of the West 460.00 feet ot the S. L struetion. raise! ie Miscellaneous structural steel A56 36,000 PSI. : “ls of the Northeast & of said Southwest 4 of the Southeast %; thence N.0°14'55"W The- archi tect does not assume liability or resnonsibility for methods of construction and All footings to rest min, 18" below grade. Footings 3" 7% Slabs 374" # Wall 1" palong said line 328.97 feet to the North line of said subdivision; thence = construction details not included in these contract documents. All lumber in contact with Concrete shall be treated with an approved preservative, _ ~N,88°59'27"W alona said line.100.00 feet; thence N.34°18'07" W 38.53 feet to a rt Wood frame construction ' point on the arc of a curve to the right from which the center bears N.34918'07"W | L xy Studs (STD & BTR) f = 936 #5) ! ; 46.00 feet; thence Westerly along said curve through a central. anale of 80034'50" to : ii ‘ ‘ ‘hus ere _ Beams & Headers #2 DF-L_ fb # 1250 PSI an arc distance of 64.69 feet to a point of reverse curvature and. the beginnina aes CODE INFORMATION UNIT SCHEDULE. Joists & Blocking #2 H.F. fb = 1150 PSI of a curve to the left having a radius of 25.00 feet; thence Westerly along said on, oe , a a ae - sh . All lumber to be kiln dried. Plywood shal] be structural] II nailed to supporting members with curve through a central anale of 45913'59" an are distance of 19.74 feet toa : Toning ee ee rer eee Tyne A -One Bedroom (667 Finished) 8d nails @ 6" o.c. @ edges and @ 12" o.c. @ Intermediate members. point of tangency; thence N.88057'16"W 159.59 feet to the beginning of a curve ELE | Occupancy R 4o© Deck Insulation: Walls: R-11 Floors: R-1l Ceiling: R-30 : to the right having a radius of 125.00 feet; thence Westerly along said through E Fire Zone III - ae er ae 3 ; a central angle of 31907'46" an are distance of 67.91 feet; thence N.88°57'16"W _lwe aaa. Construction Type V-N (2 story over basement) Tyne B -Two Bedroom (853 Finished) _ Glazing: All windows & skylights double alazed. lazing shall not exceed 21% of exterior 468.61 feet to the East line of the West 230.00 feet ot the North % of the North- RENTON 1 Parking ew 6 HER 4 talds redul rec !oe Deck wall area. West ’« Of said Southwest % of the Southeast a3 thence S.0°09'20"E along said line pres ay x 240 actual stalls Type A -One Bedroom @% Units — Miscellaneous: Fireplaces to draw ambient air with glass door. Furnace flue to have automa- pie be thas th ee Said subdivision; ee N.88°59'27"W along said irene Type B -Two Bedroom 42. Units ; tic damper. All duets insulated w/ thermal insulation. All hot water tanks 5 ° aj so we ave ne of the West 184.9 feet of the North *% of the PROJECT SITE AO ani ts | to have thermal blanket. Showers to have 3 GPM flow restrfetion. All doors push 2 of the Northwest % of said Southwest %; of the Southeast %; thence : | P THAT. oe ee SSS ee and windows to be fully weatherstripned S.0°09'20"E along said line 89.72 feet to said South line of the North 89.70 feet i ! eo ee sic j of said subdivision; thence N.88959'27"W along said line 154.03 feet to the POINT | OF BEGINNING, : ag INSULATION Walls R-11 1, Site Plan ‘ Poni Ses oe gia Floors R-19 2. Foundation Plan ¢ Ceilings R-30 3, Floor Plan (Units A and B) = <9 52 4, Structural Plan (Units A and B) - $8 ‘| SLAZ ING All windows and skylights to be 5. Elevations Building Type 1 % 2, . double glazed. Glazing shall not 6. Elevations Building Type 2 28 exceed 21% of the exterior wall area. 7, Elevations Building Type 3 = <2 8. Elevations Building Type 4 70 Je 4 3 z= MISCELLANEOUS Fireplaces to draw ambient air with 9, Wall Sections, Misc. cay | | Eg glass doors. Fireplace flues to have 10. Stair Section, Details, Handicapped Unit : | is | pe BS i automatic damper. All ducts to be / 11. Recreation Buildign Floor Plan r a 2 insulated wide thermaggminsulation. _12, Recreation Building Structural Plan OS S< All hot wa ave 3gpm. flow E 13, Recreation Building Elevations ax =wW restrictio nd windows tof be fully we 4 | “ZHOURWALL | | — - Be eee Loria | | \ s cae \ T T T y T T 7 Ty T ] |S HOUR SVALLE sd + ' ape i ae Na | | | | | = | | | | UPN are a0) | NY ae * ee : 7 7 A Revi #1 - 2 Hour FikEWALY ADPED REVOED S|i17/2% SCHNEIDER HOMES INC. — APE + \4e"=|'-0" | : 144 (TEM N O. A G33 - SS Es ; ‘ 7 S-G9rle ZE1-vy ONNNNS é am RGMIRIT NO..-=2 — tn