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HomeMy WebLinkAboutBLD10-155 - drawings DRAWN BY: JESSE <a DATE: PASSIVE HOUSE FOR TOM ENGEL me SCALE: REV DATE DESCRIPTION VARIES PROJECT DESCRIPTION: © TERRAPIN ARCHITECTS, P.C. 2010 NEW THREE BEDROOM RESIDENCE ————————. -- lace etna iene ee ei ria T = SITE ADDRESS: I5I4 CORONA AVE. PORT TOWNSEND, WA 48368 v LL © OWNERS ADDRESS: CORONA AVE Z = z 621 REDWOOD ST. Qiie ze PORT TOWNSEND, WA 48368 ees ~ a Wp a i ee ly pete ee er ee . Ores 360-314-4583 ee et mimi eel = ee ee: — SEWER--—-—- ei el TO SERER i ia ea iS i i EYER mame GENER ere ree te camera ea A i a Z g resremrecren = To remem WATER men ATER Hn nee ATER ee ete WATER ee eee meee em re nme een em — 29 3 CONTRACTOR: a COLVERT 37-3" 36'-q" pA 5 = 6 = OWNER ok i. ! Boy SEZ ‘ ! |< foe LEGAL DESCRIPTION: x 2 eel CORONA GARDENS SHORT PLAT 4 EXIST. STORM DRAIN i ere | ! PUD LOT 3, SUBJ TO EASE/REST OF ST. ELECT. | ; : RECORD, SUBW/REST COVT. #538148 iS ee ree | ef » s METER Oi i N88 °31’45" W NOTICE: Plans are approved excepting z z TAX PARCEL #: S S TT —_ 17 a A . 77 a ~ 7 17 77 any errors or omissions. All work must vs 942002313 PA pec ——L-POWER vassal pon ea DRIVEKIS ERRENS oe erection Cy onlammence with E 2 \ | x22 (2 PARKING SPACES 40! x ') SE CODES: S| cer moe q | APPROVED 3 Ls é 2004 IRC, 2004 WSEC : a : \ be : : S it YoiT TW TAN — a Date: ¥/6 ®) \ . WASHINGTON STATE ENERGY CODE 2004 \ KA SEVER | PORCH & Permit As ay ISS" PRESCRIPTIVE OPTION IV: WB 1} NEN looo 6AL be Sar. | z py: oN WINDOWS & GLAZED DOORS SHALL HAVE MAX. U=0.20 rte ea | . é omy = Official SKYLIGHTS SHALL HAVE MAX. U=0.50 [7 ROOF OvERHANG [2 CORONA AVE. OF PORT TOWNSEND SOLID DOORS MAX. U=0.20 ! AT CORNERS, TYP)! CEILING # FLOOR INSULATION MIN. R=38 (SIPS=ADV) ; | ' H / Sp. S WALLS MIN. R=2! % PROPOSED | soils / SITE Ho. = 8 2 | A FLAT, NO TREES / @h = 9 < _— cat RESIDENCE | | Sis 2 LOT COVERAGE: _FT, an i Pip a LOT AREA [012 ACRE] 5356 \|54 SQ. FT. | a. Z2P BUILDING FOOTPRINT l240 ! PAD Il SQ. FT. 7 % / {2 LOT COVERAGE 24% | i 0. : IMPERVIOUS AREA: SQ. FT. | Ew BUILDING ROOFPRINT 1404 7 aes 2 : ame 5 /N 3 DRIVEWAY & WALKWAYS Or re ©, OO va cris "40 SQ.FT 4 v7 DECKS I20 x a TOTAL IMPERVIOUS AREA 414 =a IMPERVIOUS AREA 36% FLOOR AREA: SQ. FT. We" NOTE: 8 FIRST FLOOR 157 S \ ®& UR T POINTER * HASTINGS AVE. SECOND FLOOR 634 y . \é \ DRAINAGE TO DAYLIGHT TOTAL HEATED I14| % et @ RAIN GARDEN COVERED PORCH 106 \ Ke NORTH DECKS # LANDINGS 148 \ , \ In VICINITY S q> \ NN PILE COPY \ \ INDEX TO DRAWINGS NOTE TO OWNERS, CONTRACTORS AND BUILDING OFFICIALS: I. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE BUILDING AND ZONING CODES. IN CASE OF ANY INFORMATION THAT APPEARS TO BE LACKING, PLEASE CONTACT THE ARCHITECT IMMEDIATELY. 2. THESE PLANS CONTAIN THE MAJORITY OF THE INFORMATION REGUIRED TO BUILD THE STRUCTURE SHOWN ON THE PLANS. HOWEVER, IT IS NOT POSSIBLE TO ANTICIPATE EVERY PIECE OF INFORMATION NEEDED FOR CONSTRUCTION. THE ARCHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND COST OF THE PLANS. THE PLANS WILL INEVITABLY CONTAIN MINOR DISCREPANCIES AND AREAS LACKING IN SPECIFIC INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE, THEY WILL REQUIRE ATTENTION AND RESOLUTION. THE BEST RESOLUTION OF ISSUES OF THIS TYPE IS MOST OFTEN ACHIEVED THROUGH A JOINT DECISION MAKING PROCESS INVOLVING THE OWNERS, ARCHITECT AND CONTRACTOR(S). NORTH ~ EXIST. STORM-WATER CLEAN-OUT (LOWEST ELEVATION) COMMON AREA OPEN SPACE AND RECREATION AREA FEETVED) | JUL 30 2010 U BLDIO-ISS CITY OF PaRT T SITE PLAN SCALE: |" = 10! Al.O SITE PLAN € PROJECT INFORMATION A2.0 FIRST FLOOR PLAN A2.| SECOND FLOOR PLAN A3.0 BUILDING SECTION A3.| BUILDING SECTION A4.0 SOUTH & EAST ELEVATIONS A4. NORTH & WEST ELEVATIONS A5.O ELECTRICAL PLANS A5.| VENTILATION PLANS S|.O0 FOUNDATION PLAN S|.| SECOND FLOOR FRAMING PLAN S12 ROOF FRAMING PLAN 92.0 STRUCTURAL DETAILS 32.) STRUCTURAL DETAILS $2.2 STRUCTURAL DETAILS 92.3 STRUCTURAL DETAILS 92.4 STRUCTURAL DETAILS 93.0 GENERAL STRUCTURAL NOTES I5 I 4 CO R O N A AV E . PA S S I V E HO U S E FO R TO M EN G E L PO R T TO W N S E N D , WA 48 3 6 8 AO NORTH ~ 33 ' . 0 " FIRST FLOOR PLAN SCALE: |/4" = |'-O" DRAWN BY: JESSE DATE: 1/24/2010 (1 SCALE: Gi \A3.0/ REV DATE DESCRIPTION VARIES \o'-103" a'-4}" © TERRAPIN ARCHITECTS, P.C. 2010 | I ais" I 6-44" , () ) PKS eee, : 28 © i SAFETY GLAZING ORSESENT 7 3.3" 2'~43" 3-3" M3" 3'-34" I-34" 3/3" a Lu ce jax ee TREE BODY raw > ®& POST, TYP. rF $8 ELECT. Ure METER Lv ze ime Ee & oH e [= — — i t- —- —- — fava — a =qoaaH y= fa=aa| F===0 AES > Fw s 1 >) ! Seals and Weather-stripping: oy aa ‘ LT) y ic . 5 2 = enings shall be sealed, caulked, gasketed, or a T+ A) PORCH weather-stripped to limit air leakage. Exterior = < RK 4 x J in 19'-B"x5'-B" joints around windows and door frames, openings 7 (4) at penetrations through walls, floors, roofs and 2NOx4/3 ; \'-5" other openings in the building envelope. ; CASEMENT | ol id On Job alt de | _ & wa £9 4 | UW BATH | [Fe] BEE: in MARMOLEUM G2 So | % W/ UNDER- se : | E< eo . 2 LAYMENT 4 ny <9 © BEDROOM | 2/4x6/6 ENTRY in Le 2 ‘i ae ! 2/x6/2 ELECT. | 2 “ bj ¢ 2/6x6/8 RISER pe "| PULL-LITE 4 =“ “T 4) weeks fees BEDROOM 2 wu Ben ‘ UNO. ACCESS TT TREADS CLOSET a ! PANEL | 2/4x6/8 ; 0 ] x { 7 | r _/\ 6/06/e STORAGE HALLWAY | s. | 2ex6/8 | laaxe/e 2 Zz Bs | BALCONY ABOVE cL , 2 N - SHELVES + : ant cRIDeE | (GEE SHEET 51.) a y SSRI eld a, 2 o by | oo Ss STO BE ———— YG ! i "1 i eee Pa 7 | rrivee || | ns | | I | POST, TYP. I | IMicRO| PANTRY | Q ! | [| HL | | | | || ‘ | ian | SO Po ! 7 7 WING /DINNG — \ Bos | RS OP Tapa attr m Le | I | it | BEAM CEILING . | 7 i HARWOOD FLOOR | I | DOWN Ht e a Ik4| SLEEPERS, UN, | | KITCHEN! RISER |” 2lext/@ /) | | Hi | | 4| | | I | | FULL-LITE YY al shies | ir I L | HI l| OB Bm ee tf en eo ~ iy a] CASEMENT/FIXED | | | | | | 14] | | | ie po ae ~~ _ tthe Ll | | || i! | al | ; *° < | | | ry q | [| | | | || I | ie ie } —— | | | | | | rl | | | =r sen es SO ©, Se J | || | | [1 | J2-— f= += Haeeevert — S/iS/ r | || | 7 I | I | ‘ | ee | CASEMENT | | | | | i 1 (-[- } oh Oe | y | a ee ES od T ~~ T WINDOW SEAT T t i t | XE 15" OD. | ection R315.1 - Carbon Monoxide Alarms: h i | 1 DOWN ys. HANDRAIL I Sebo Seaeee ree aa shall be installed outside of each separate sleepi DECK 2 ana ir the immediate vicihty of the bedrooms in < ¢ » Wellin its within which fuel fired li | DOWN 2/6x6/ CEDAR | are installed and natwallinge uate that hava = 8 I | attached garages. FULL-LITE mY ye) i = o/ . @ > ; | + | (2) T' RISERS, | P48 II" TREAD, TYP. | | w iW « g 2'-IO" 4-5" 45" 3'-23" I'-e4" 2-44" ede q'-43" 7-2" ry O Ss O QO 24 + Ul (¢) (3) (4) S 9 G/lx4 2/0x6N 2/Ox6/ ax, INTERIOR DIMENSION ARE TO FINISHED WALL 2208 CreevENT CI cer eee PIED GRSEE END PINE? EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SIPS SOs O l'-B" AFETY 6 | I2'-2" SAFETY GLAZING _ |3'-4" ~¢ —_ Ww k- WINDOW RO. CALLED OUT ON PLANS ARE I" LARGER IN BOTH o. y DIRECTIONS THAN MANUFACTURER RO. (SEE DETAIL 3/52.4) > ax ax SEE ELECTRICAL PLANS FOR HEATING SEE VENTILATION PLANS FOR HOUSE VENTILATION SYSTEM 3) 3.0/ INTERIOR FOOTPRINT 1030 SQ. FT. 37'-p" EXTERIOR FOOTPRINT II51 SQ. FT. > WO O DRAWN BY: JESSE DATE: 1/24/2010 (1 (1 sca \A3.1/ \.43.0/ REV | DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 | | 1 | 1 | l I & an LLJ ! oe ! Zila 2 | y yD 2 Auli <8 UiGS S | Loy Y a I 1 = e & a - oO mit oss Section 508 - Uniform Plumbing Code. LT) y < - Z Water heaters shall be strapped at points within Ee < = fe) x the upper and lower 1/3 points of its vertical | dimension. At the lower point, a distance of not | 7 I less than 4" shall be maintained above the | controls with the strapping. \ jase = y Qa f= é \ em ( § & T T Had Een c 2 | | “ aa zx CRAVWLSPACE . eee) ! MECHANICAL ? - =p = a _— WH ee ams . a \ / l CEILING cy 9) LOSET a ! \ L 2) BELOW 3/0x5/0 wo, iz : Fi \ 1 > Ox DECK l \ \ OY CEDAR : \ LOFT 2 < : tp] -GLAZING. 3 ite ! \ Oo] at Y » a || , a -=s=1) = EE et a ee ae =| N 5 - TT DOWN C7 | i 5/\x4/3 rs =e | t — | FIXED/CASEMENT (Y 7 2exel® | Sec. R311.7.2 (IRC) D . a FULL-LITE : : The minimum headroom in all parts of the ; O i a stairway shall not be less than 6 feet 8 5'-104 | <> 4 + | inches measured vertically from the sloped 6/0x6/& UW | line adjoining the tread nosing or from the BEDROOM 3 floor surface of the landing or platform. () 4'-lo" i] | Z | LOFT | ele OC} | W |p O | 21x66 WED LAUNDRY % g O 5'CEILING | WOOD “ t re . oT I — FLOORING UNO. ff mf + ® SN = _ BATH 2 ! ss) MARHOL EH I 1 1 | = : * Mi Tay + ! | 1 ——! I i" n A — | 1 | 1 I 1 s 4-44" ery" e'-14" II-o4" 0) XY yd 3/ix3/1 a/ix4/3 3/31 NOTE: WW 2 6. FIXED/CASEMENT/FLXED CASEMENT INTERIOR DIMENSION ARE TO FINISHED WALL 9 O «<> AFETY ING EXTERIOR DIMENSIONS ARE TO OUTSIDE OF SIPS Ss) nn 6 9 I | rd iu WINDOW R.O. CALLED OUT ON PLANS ARE |" LARGER IN Q > 9 D BOTH DIRECTIONS THAN MANUFACTURER R.O. (SEE DETAIL 56 e < : Xe) us 3/524) é Ke ip F } ! SEE ELECTRICAL PLANS FOR HEATING Y SEE VENTILATION PLANS FOR HOUSE VENTILATION SYSTEM 2 NORTH INTERIOR FOOTPRINT (5' CEILING) EXTERIOR FOOTPRINT (5' CEILING) 515 SQ. FT. 634 SQ. FT. SECOND FLOOR PLAN ~ SCALE: |/4" = |'-o" > iS 06 0 8 - 6 Z € (0 9 € ) :I N O H d —— — — S9 E S b YM 'G N A S N M O L LA O d it b - 8 9 89 € 8 6 VM ‘G N a S N M O L LY O d NO L O N I H S V M dO Al v i s QO § i LA R A L S YO A V 61 2 Se ee JA Y NO C D bI S I 8 & » FA N L I A L I H D Y V si t k e r \ & NO I L O Z S ON I C TI N HO N S WO L Ye # 3y Y : 3 3 NI d Va y a oe Od AS N O H AA I S S v d 9 a 3 - iS = S ° S —— i) S . 2 | “ Oo x F SB LH -- - - - - — . < % \ Z 6 1) 8 a vy | % | | | Zz | | | CC ‘| | J a S ) _» > : = ce c e | a 8 “ a ‘ | | ) a | ! z | | } ie l - i @ EY ( \ \ \ : | : | \ / * (— po p \ ! ! J | O | a oe ca . ae ae Aw ag se sb Sp (- ) 06 0 8 - 6 Z € (0 9 € ) ‘- I N O H d @9 E 8 b YM 'G N S S N M O L LY O d 9 89 £ 8 6 VM ‘G N 3 I S N M O L LY O d NO L O N I H S V M 40 aL v i s ee iS if LA F U L S YO T A V L 61 Z Yu d d N > aY V H O ) ‘A Y YN O A O ? bi G ! \) : Q § 4 AY O LO A L I H D A V Ee . NO | I L O A S SO N I C TI N G TA O N A WO L <C so e NI d V U U A L || Ee e ] NO AS N O H AA I S S V d : ra ie ) WA L L 9 i" : |: : we 5 wi e = x ; 1 .. 2 : Z \ S ° —| = —_ » ) 2 . mM i s E I < ra y = 7 . | Bi .. c : pe "L A ee e ee e to ae i Li ) |_ _ | ik l - i @ ‘s FT L ' | 20 9 te - 9 1 DRAWN BY: JESSE DATE: 1/24/2010 SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 3/hS/1 SAFETY 40 YEAR COMPOSITE 3/Ix3/1 4/\x4/3 GLAZING SHINGLE ROOFING, TYP. a CICCcH = ICO 111 ILI U 7, lg Lt Ss LT ALi Yr [Tit Se [1 1 # [1 mi 8 ITT . in | LT a <0 LH \ Lik LU ] b 8 LT 4 l care HI Urns [TL] pt Ci ~ Li 15 5/4x® CEDAR FASCIA, TYP. mused oo < Ie [IL 2 a ae SO ee S ~ T S38 4 pa ane (Slee CTIA notin Ti iti il Jill il Jiti ll itti i Jill li - iT} |O ZF 8 ee | wees es ——F | R65 [Tr ITT] 11 CEDAR TRELLIS TIT) IT Tia Iii il Ji 1 pal< ree [pS ee Ti titi it ttt tt PIL = it SS De nal TTL | a = TIMBER BRACE ft 7 uh Ack (SEE SECTION, SHEET $2.1) Cor “oft 8 WE eg | [LCi Been oS hears || ieee | <2 |} (3) wer |e gS \~2 8 Sj LI 2NOox6/ 2/\Ox6/\ \ OSes bad o> S| [Tit 1] || SArety |} \N SAFETY [TI 3/22 Le ES = | LLL 111] @LAZING|}) | JN GLAZING TI TTT tr ttt it Trt il lt | “isz rp el SSS Th \ ILLIA ILI INIT it iti Iitiitt _ = g OR ca GILLETT \ Ce tLet mam 1c oo 3 * z | LJ a | ———— | ST (IWiLi iltit Jit] 0 IT aig ned win ge as, ae, Soe ee se nn —~—— LE _\_ TD, SAB | L _\ \ | | SAFETY GLAZING . 2/6x6/2 CEDAR DECK ¢ STEPS (SEE DETAIL 3/621!) FULL-LITE 15" WOOD HANDRAIL SCALE: 1/4" = |" / wa S KR ~e Section R401.3 (IRC) fe Lots shall be graded to drain surface an water away from foundation walls. The Tu grade shall fall a minimum of 6 inches within the first 10 feet. Ix2 CEDAR BARGE TRIM, TYP. 5/4x® CEDAR BARGE, TYP. G, LI 2x6 CEDAR HEAD TRIM, TYP. Tit ttl mimes LTE TE LT Ds 5/4x4 CEDAR TRIM, TYP. LI CI] ne a geen TC Lt U (Ltitl It ti WwW ATs Pe a 8 ae WY AL \ [tL 111 UY A. LLL % [TLL I Y AE | et WE EY IL #87 mee ES ie oss 8 LIT t 3 | 2711 # [tr It tit iy 8 UE |S | es | TT TET LTT iN 2 es See ee ip of Ce et an [ ii ToT q Q 2 TITLE 11 TT. MEFLOOR TT TTT TET a Ry S| [ITLL iti [iti il Titi tt it tii itil ii of RS % natin N°/TL Illi il ii1li1ll Jillililliil lili Jill ittiit titi (tLitn~ S ui d y (IT i tspagnlit IiTi i Ii tii itti tt iitti tt it ti ti iti titi nt ILTLU ris Q PNT Io So) PSS LLL IL ii | DICT I uw I << 9 ae ao oo a 8 O< ty ~ = 4x. CEDAR AIL 11 ITH} \ 92 6 OD seg 1 cee ed rn \ Elly i re ri 6bS/1 WwW So LTT [LT => ds [ito iT U LI 0 Os 6 [tin r | 3) SP CC oo TI /\ WATTLE IT Ten en Tit tf © 7 se / \\ 4 [LLL 8 o- yj [Itch a LI [Iii [Iti tt iiti i tilit iL TLn S PICU tit ai tin 4) Et Tt Ti iT LIL © OO [iti tl liti il ili i) Jill i) lili li Jill itd JAVE.GRADE — ————_|——ascs—as=as«seész—i—ad=sed«w Ure! a a aE EAST ELEVATION SCALE: \/ " = |'-EO" ALO | |DRAMN BY: i JESSE DATE: 1/24/2010 SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 | Oo Lu Zl 8 eel |) oe Pul- ss OR rae: Wm wos E&ES m|r ses Os Ou Ly ez bet |e SSE cro Se A) LS A Ay TO LS NO Ce BT | LiL el Led HE T] Tt {T] JT] |} Tt Ti tt Ti JIT TT TT TTT? It TT TT TT Tt LoS Ae eee Ssh STi itl (LIL 0 _iw i | , SEL a ia 7 bot bo} 7 LIL TLTLITTH} Sy | Le Ltt ii ti i | im 4 TA LIttii 1 \ DL] ik [TL CI LIL ik I a eo of TREE BODY POST, TYP. 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YBFLOOR Lith — eS o/ . @ qy—tlit i Titi Wi ti i FTI Pit iysy iti i Iii i oO [ud Tt illiu Itt1| U0 I/ll 1 ILI-MItILo Wit Itt) UN\e@/Ti nn itti n TTX i < I TT oox4Lt Ii tit titi tf titi nn i tiff_iiti nn Tift th Ti isa lLi li ii ti i iyi tn w WW < z Ltt tir 5 LLL oe SE ee | Sel a =I TL ILIIL fil IT] oO Oa LL [LH Iti Iti Witt iti Wy fli Titi Wit 1 BzZzZzO Lit I [LIL IK LIL ILL Wt ti on Itt ti / [LTi tf iti Tin 2fioZd 111 LITTLou % Pe / [LTi HW Iyitti 1 Y iH LiL Lit Itti i \ [LLL IL CT Iftl it JiLci i en Sx 8 Z [it] tk [tt ITI 1 ittt WWLtu Iti Wit k LL i itt Win 1 = 0S It Ti It Tit 1 NOTE TT TL Oy LE TT % [LtTl Iii} Ti i Y Ov > LIL Litt i , ILI Itt a Lt I \ Litti i Iii ti i OE nF Lt Lit itt TL IL Ifti tt Jicci %s TIttti nt ji iti Db a= LL Lit itt AV Iti WOLN UTE 0 SSeS TIT TT Tn YY —— Ltt 1 / Lt] ee Oo H Iti il titi 0 {ft i / LL IT [LIL nH UF Iti tf Iii in Titi i Us iiti - Lt Tititl ifti tt itt lly [Tin IJ/LoIti nt |Liin iitin iti ti tin fi iti [Lu titi iiti u Ii tij},’ 1 iti diin iti dtiitiit iti tt iti itii Win re A eye ee ee et =i 7 || 2/6x6/ — WEST ELEVATION (1) SCALE: |/4" = |'-o" —e § 3h NORTH JESSE DOR ELECTRICAL FLAN SCALE: 1/4" = |'-o" DATE: 7/24/2010 ELECTRICAL SYMBOL KEY om REV DATE DESCRIPTION VARIES LOW VOLTAGE, RECESSED, © DIRECTIONAL LIGHT © TERRAPIN ARCHITECTS, P.C. 2010 Cy SURFACE MOUNTED CEILING LIGHT FIXTURE {@)- HEAT LAMP EXTERIOR SURFACE MOUNTED CEILING LIGHT FIXTURE RY WALL MOUNTED LIGHT FIXTURE & sy EXTERIOR WALL MOUNTED Zi\w 8 LIGHT FIXTURE j/5 & RECESSED CAN LIGHT FIXTURE P4jF ¢ 8 EXTERIOR RECESSED CAN Vv bod LIGHT FIXTURE I & qi nwnm ~~ m&— _ FLUORESCENT LIGHT mv, = ee g 8 iat) K@ DUPLEX ELECTRICAL OUTLET rr) O £ou ] Oo = by, 5 DUPLEX ELECTRICAL OUTLET FS W/ GROUND FAULT INTERRUPT = (RE Lee 4 WATERPROOF DUPLEX 1 ELECTRICAL OUTLET 2 ke = LIGHT SWITCH 2 rr: kes DIMMER SWITCH we \Y £8 Hee 3-WAY SWITCH Ba 2% ke4 TIMER FOR ERV BOOST e< \oe L@ THERMOSTAT ; , <I CABLE TV HOOKUP af Ki = PAIRED CAT 6 @ HARD-WIRED SMOKE DETECTOR @© — ERV EXHAUST VENT NOTE: PROVIDE ALL ITEMS SHOWN ON ELECTRICAL PLANS ¢ ANY ADDITIONAL ITEMS REQUIRED FOR COMPLIANCE WITH ALL APPLICABLE CODES. PROVIDE WIRING FOR ALL EQUIPMENT & APPLIANCES SHOWN ON PLAN. S Zz <— _j Q- _I S JULTIMATEAIR "WARMFLO.25" = _2500 W VENTILATION HEATER cay p¢ (THERMOSTAT @ KITCHEN) (GEE VENTILATION PLAN) O PULL-CHAIN ELECT. HAH WW _ C) | _ oxy ® | i \ 6 hy \O 6 — C e 7] TO an DOWNSTAIRS. + SLES SNITCH ry] ry — Np / AA ak LU) bead i g he o © ) y wp Oo ui mots 2) uw «$s no Yat = O 9 2 pe se; eo 8 Ov Ss g el, < FoF a iy oO o_ NORTH SECOND FLOOR ELECTRICAL FLAN SCALE: 1/4" = |'-o" A5O ES TE] O O Eset = DATE: 1/29/2010 ad SCALE: REV | DATE DESCRIPTION VARIES OC} © TERRAPIN ARCHITECTS, P.C. 2010 y 7 Ae | prom ar =) a | | | QO. — <9 9 N = fo) \ al mage > ! Z| la ul p4|T 558 y EI || n/O 26% LL | I= [mt (a Va Hy oO i -OL = | |i8 <r SE SUPPLY Ix L_._-§ [J | i ‘Leaman: = }__Cy I elie 25 ( cB SUPPLY ue \ £8 i || Gz z z = gaye! ° | a) ee in xe | LL, , | | | | - | 7 | | EXHAUST | ! J | BE | ioqe , y= ||@ i) | = \ i Zz h———dh tl I fr i < a. h It i Zz 9 —_ ULTIMATEAIR "WARMFLO 25" | | DOWN To Rs 2500 W VENTILATION HEATER — BEDROOM (THERMOSTAT @ KITCHEN) Lae NORTH # LIVING + EXHAUST "a = i / BESSY RECOVERY VELATOR > IN FIRST FLOOR VENTILATION PLAN J q > SCALE: 1/4" = |'-o" ee ©) DOWN TO VENTS S' APART I5 I 4 CO R O N A AV E . PO R T TO W N S E N D , WA 42 3 6 8 PA S S I V E HO U S E FO R TO M EN G E L NORTH = SECOND FLOOR VENTILATION PLAN SCALE: 1/4" = |'-0" AS | ~ | [DRAWN By: JESSE DATE: 8/5/2010 3 8/5/2010 NEW HOLD-DOWN LOCATIONS SCALE: REV DATE DESCRIPTION VARIES _— a, © TERRAPIN ARCHITECTS, P.C. 2010 5'-0" IS -lO% \4'-08 MIN. [2'-33" 6'-7" q'-03" . q'-54" oe 4'-65! q'.q5" 4'-64" \i3" 3/3)" q'-\|3" 4'-64! SHEAR WALL ; SHEAR WALL & T..0. CONCRETE STEM-WALL (3.84) Z., i g REF ELEV: 0-0" ° S2.0 s = | ay Pile sg 3 9) OF U ti a Oo +f = Wad - a — fon OD Sy, Eas IO00 GAL. i a @,- \__4" CONCRETE SLAB, | = 22s SEWAGE | | | 7" BROOM FINISH W/ | I laa T5628 HOLDING W || 2 & fh THICKENED EDGE FOOTING N Sel 28 TZ O =e r TANK W/ PUMP i al | a FS ae weEES ia © | HIGHEST POINT OF PORCH SLAB D HOLD-DOWNS TO in EH <eor 2 | | | ® REF ELEV: i BE /2" FROM Ree | 1 || | JE | IF CORNER, TYP. 7 T&S | a | | 25 | ere 4 Sy 4 eee eee eee =| (185 ) | 7 || inl ae: | ly wOC ¢& $2.0 ! | 4x6 POST W/ ABE46 POSTBASE = | oa i} |! » ii HOLD-DOWN DIMENSIONS TO 43 is a 2 | aren - FOAM INSULATION INSERT, TYPICAL UNDER | pete a ee oe Ba ze 4 Ph eee O° DRS EEE CETAL i 7 g2N 33 = , Ea ets 2s _| = WAY OVER EPS-24 | NOTE: <0 oe (4) leconceere| | ——Q-1,2 LNAETE sL48 | ST oF HoLDOWN Sie a S2.1 PAD fey | : 5" FROM EDGE OF 3 2 € : ey | | a 7 SHEARWALL, TYP. " aTHEa | | | i | | 6! | | 2-24 4 57 144 6-104 sayy | | || [= - i | || | STHDS 9 | : ls | | $2.1 || | Oz | | | | | | a | || - - | ar 1 eS ee ee ee | || spS - Zz 9 | -! 4S y 8 O 8 @ een og 3 4 = | eee) Se ee ee es ee eee | Tay + ian ~\ jd Lee ae a Q 1d! / 1 | 4x6 POST W/ ABE46 POSTBASE A / / / | | ae S | j NATURAL FIR —_———<— 0 oTHe | 3/4" © THREADED ROD, / / bef “ | ; / POLE, TYP. (4 al ai. | | EPOXY 6'INTOPOST& =f MIN, DIAMETER HEH |4" CONCRETE] 5 x? | | 6" INTO CONCRETE, TYP ——~/ / (a Ea) PAD rt. » CQ T a | | 24"x|2" DEEP CONCRETE FOOTING W/ (3) / 8" CONCRETE WALL, TYP. $2.1 et z , in | | #4 BARS CONT. @ BOTTOM, OVER EPS-24 / (SEE DETAIL) ——— Tl ges 3 a | | (NOTE: RUN BARS EACH WAY FOR 3'-0" / \ i = i io | UNDER POSTS) ———~/ CONCRETE FOOTING, TYP. 1 | 9 1 | (SEE DETAIL) —— | | | — 4" CONCRETE SLAB \ | il | STHDS | wi W \ | dD Sr or — | 4 | W/ #4 BARS @ 24 \ \ | DD © \j fe | _|2 || OC, EACH MAY, =) \ A | re CEIWVE | | aS | | OVER EPS-I5 $2.1 \ \ | | | | | + |< E | \| es \ | / | a | Ee | L —_—<\—<—-| —_ See eeee*- —_— au — $$$ STHDS =F] (4 STHDS Se & | | oa | 1 a” ee es cee ie ee | eis iS . CITY OF PORT TOWNSEND + Al |! 1 Ws a A | Q | fw Is psD a =| ie ECC; | = : = wo | IO Sip S16 o Y oO | zs “3 ¢ 9 || \— sTHDS y) 4 Pas 6a | © 2 7 tT 4 FOUNDATION NOTES 2 : 1. DONOTSCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. S Y 4" CONCRETE a) a PAD 2. THE BOTTOM OF ALL EXTERIOR FTGS SHALL BE 18” MIN BELOW GRADE. ia ii aS 3, 4” CONCRETE SLAB OVER EPS INSULATION AS NOTED OVER 6 MIL VAPOR BARRIER ve v1 z a - ON 4” OF GRAVEL OR CRUSHED ROCK OVER FIRM, UNDISTURBED SOIL OR Oa = |'-48" 3)-9" 2-84" 3)-9" 3'-5]! q'-|" 2'-1h" ENGINEERED COMPACTED BACK-FILL. REINFORCE WITH #4 @ 24” OC EACH WAY. 3 Zz é Q SHEAR WALL SHEAR WALL cola SHEAR WALL 4, STHDXX INDICATES HOLDOWN @ END OF SHEARWALL ABOVE. INSTALL PER Tuy fo +1" lo'-6" 2'-4" II'-6q MANUFACTURER'S SPECIFICATIONS. = = S % Lian ; oF" 5, PROVIDE CBQ BASE @ ALL 4x AND 6x POSTS, EXCEPT WHERE HOLDOWN OCCURS. 9 Ow S 2'-l0 o'-l0 26 -O 2 _— Ts FE SHEAR WALL 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. “s bs © InN SHEET: 4 » | SCALE: 1/4" = |'-0" 5 O 5/4x5 CEDAR CAP -—-—_ 4x4 CEDAR POST - 3' - 0 " METAL OR WOOD BALUSTERS 3x3 CEDAR RAIL cE FLASHING PER DECK FINISH SPEC'S ———~_ # II | x2 CEDAR TRIM ——“_/ 5/4x8 CEDAR FASCIA ——~ I" HOUSING, TYP. —\ \ x Vie \ aS . 5" "TIMBER-LOK" SCREWS @ 12" OC. (3) "TIMBER-LOK" SCREWS, 2" MIN. APART, 3" MIN. PENETRATION INTO POST, TYP. - BALCONY SECTION O) SCALE: |/2" = |'-O" FLOOR FRAMING 1. DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. 2, FLOOR SHEATHING SHALL BE %” TONGUE AND GROOVE A.P.A. RATED PANELS (EXPOSURE 1, SPAN RATING 48/24). GLUE AND NAIL @ ALL FRAMED PANEL EDGES WITH 8d @ 6” OC AND TO ALL INTERMEDIATE FRAMING @ 12” OC. 3, FLOOR JOISTS SHALL BE 9 1/2” BCI-6000 1.7 @ 16” OC, UNO. TYPICAL JOIST HANGERS SHALL BE SIMPSON ITT OR IUS, UNO. WHERE 2X FRAMING IS NOTED, USE LUS OR JB HANGERS. 4, WALL FRAMING TO BE 10” STRUCTURAL INSULATED PANELS BY PREMIER BUILDING SYSTEMS. INSTALL PER MANUFACTURER'S REQUIREMENTS. SEE GENERAL STRUCTURAL NOTES FOR DESIGN CRITERIA. 5. HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE AS SHOWN. PROVIDE (2) 2X4 TRIMMER STUDS MIN @ EACH END OF ALL HEADERS OVER 4'-0” LONG, UNO. 6. PROVIDE (2) STUDS MIN @ EACH END OF ALL BEAMS, UNO. BEAR BEAM FULLY ON BUILT-UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH SIDE OF BEAM OR WITH AN AC, PC, OR LPC CAP. SOLID VERTICAL GRAIN BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO CONTINUOUS SUPPORT BELOW. 7. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. NORTH 3 8/5/2010 NEW HEADER DETAIL DRAWN BY: JESSE 5 8/5/2010 CHANGES TO TIMBER JOIST CEILING — 8/5/2010 4 8/5/2010 NEW SHEAR-WALL STUD CONFIGURATION SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 2 Ziiw g po =) S Pui ss OESs EEgS mir ses | QePe 4-6 63" q'.g3" 4-61" Lan q'.||3" tgdu Fe 4 a és 4'-3 3 cf ~ 4-65 — we x 0 SHEAR WALL S| SHEAR WALL 4&5 Pye | om S2.2 ] = 2) ial, IN — ra = “> . i, = € || / “WS : Okt co \ ‘ eG - Z | es a 9 {e) 5 ~ | $2.2 \ a x : > | * (Ged < | TB \I3 $ 2 on ‘ ® A qj i@anaa Q) 2x6 XI DPD = .—oxi2 oe. | Cay ey 2x4 & 2xIQ 4 < Sn : ie in| < ° —_____ S eR ne Cc ie) "Oo 9 aa Zz 2 -_ <9 4X6 POST Sania, - CG 2x4 & 2xl0 — © me ~ | W/ AC4CAP iy) © NS oo, ® wi = _| ' . ee Se 0 D VE o :, Sf) err ERSA AN 20 200070 _ aS a _| = oO Zz = me a | = — ; 8 8 =O Ns} 9 < + S 00G0e0s Ui : 3 ee ane fig. - ~ BMA Bxt bse / LL =}| TIMBER poh = “Sf (2) 2X6 CTR'D BELOW POST ABOVE Oo zs Es o\y iS — 4x6 CTRD BELON fa 4 R S nN on © gf POST ABOVE \ = 29 = | re 9) Z wks 1 | ¥ = =i x aos ee Se en nee . eo Ste tT 4 =~ Ue < 2 ru DEH 5 CQ 1 TIMBER BRACE | | | ab Fler | | | Zu 1 a | | yp PEGE S ll l | __ (2) 2X6 CTR'D BELOW POST ABOVE Oo [ \ x im | BELOW NOTE. =! | Ox4 & 20} SS THIS SHEET a | | [NOTCH BOTTOM | (6 APE -— ee = Se -OF 4x12 BEAM - ak ut 2x4 § 2x10 | | lo STAIRWAY $2.2 / %| | ; WS) Lt eer 6x8 DF #] etrocep BEAMS \ $2.2) e F | tN i! —— > Ie a | Kh Ae - | | 91 $l - + _ a “ie? on Ex =e = ONT | QO]: NON-STRUCTURAL 5x6 CEILING 3 = spect ; aN cH a BEAMS @ 3'-|-I/2" 0.0. fe) 2x4 & 2xlO “ x* : 1 LE Del . | l EQ. | EQ a er rs i a cain ~~ — 7 : _ | | | | | m | aE $2.2 = " a ry | | | | | | | a ¥ LQ. L.— |_2o L_\ 2X2 DEMIREDGER it Ld lo xs 2x4 & 2xl0 » i Q) 24 6x0 DF #2 ie =| a = lode TOMO. DEH § 7) IN ni = gj gj x x 4 x * LL =x a<@ SN q A N WW =z - OT roi 3 q 9 a| {* o Os Yon x ~»\* T\ 2 CE IVER 024 € BD ‘ " aM f [DECEIVED |r tig H a li) Wu D S2. nh I || = > S Z eer | iL} Tp) s , UU Ly SOS | | ar! Ek I Q_ Y CITY OF PORT TOW NSEND (S) 2-19" 8'-10" |'-43" q'-O3" 3-5)" g'.|" 2-15" Dou QO. SHEAR WALL SHEAR WALL SHEAR WALL SHEAR WALL SECOND FLOOR FRAMING PLAN f SCALE: |/4" = |'-O" G | NORTH ~ DRAWN BY: 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ROOF FRAMING FLAN SCALE: 1/4" = |'-O" JESSE DATE: 8/5/2010 SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 Ia'-103" | |'-4h" 2 (485 \ Zl 8 \'-O" YY 9 TYPICAL $2.2 Oo, — 2 OVERHANG | re 38 = —— 9 SS Ee ee ee eS aaa ee ee LE aS ee ee ee ee ee ee ee ee ence (ene a tee | Y bo ® 9 6 \ | br & oo — SS Re OR ___..f ee e |_ | Mm 2%5 | \ ae | m\r ges \ mane) iene | K— | ; “2 | I} |OzE¢ | tid Lo Lie | = ~eakO 7 KO £3 Ont Lb < i fe) = | < rar a — ‘ oe FO | ns Raa | ° 9 Sf » 3 | o \ | — | ! en Jos f ’ \ | tf 3 a 5 : ELI fo ius | ix \\ | fe me |\ , oe N\zZ | | a | HS CU < l | | < So | ™ | <9 7 = | | . = i | —_ on | Ee | : i \ guenenuattay i | | + a | _— 7 Nu ri ee ee | —_ ne) | Rte FH < i | | 0 eee ee j od | | | & ee ; |Z | | hee et —- a — lie ae | re wn t SD | FP —— 4.6 Post a (2) PX6 = | | W/ ECCOQGE CAP | 6X6 POST W/ < | | \ ACE6 CAP — | ly 6x|2 DF #| RIDGE BEAM \_6xl2 DF #| RIDGE BEAM _ | AT TOP & ACO - Q_ bE i : | CAP @ BOT. ie ( 2 N\A i \ | \ eS) | ° » Jp, \ 4x6 POST | \ a $2.3// | S|] | ) | | W/BC46 CAP || > = cae i ! | | (2) 2x6 << | | td p/ | | | \ 7 2 | S ° | gd} | K-—_ Z a | ~ | =< | |}. rs ee et ee wo Ky oY I [op ey Po a | = = \)Y = cer ascuaia 0 ———— = EcELEEN is * een, | TYPICAL EAVE EXTENSION ) = = 1 || | lew f 1) ] | | . S 9 | , (SEE DETAILS) 4 \\| a N | if bed | | | ig . \ 4x2 g | \ | = \ - | ] | dicuckiaeaik (esahdueati ideas | F | oo — __ | | —"_, is t seen | |} Laerar paar TOWNSEND Li—_—— \ Lo +—}———— — —- — — — — — to _ —_____) a ——— | | of L__________—_ _I | 3 ROOF FRAMING Q ‘ 1, DONOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. © 2. ROOF FRAMING SHALL BE 12” STRUCTURAL INSULATED PANELS BY PREMIER BUILDING us ui > SYSTEMS. INSTALL PER MANUFACTURER'S REQUIREMENTS. SEE GENERAL STRUCTURAL ia 10 z Pa j ; NOTES FOR DESIGN CRITERIA. Me YO « = | ‘.! Le u \5'-| u 7 oe 4 = = sa 3. HEADERS OVER DOOR AND WINDOW OPENINGS IN BEARING WALLS SHALL BE (2) 2x8 SoZ 6 9 MINIMUM. PROVIDE (2) TRIMMER STUDS MIN @ EACH END OF ALL HEADERS, UNO. WHERE tu y in OPENING IS LESS THAN 4-0” WIDE, PROVIDE 1 TRIMMER STUD. ui QO YF => oO¢€ 4. PROVIDE (2) STUDS MIN @ EACH END OF ALL BEAMS, UNO. BEAR BEAM FULLY ON BUILT-UP 2 Ov O COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A3S OR LTP4 CLIPS ON EACH SIDE t{ - - OF BEAM OR WITH AN AC, PC, OR LPC CAP. SOLID VERTICAL GRAIN BLOCKING FOR WOOD o Hj COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO CONTINUOUS SUPPORT BELOW. iS 1. DRAWN BY: JESSE 7 8/5/2010 EXT. MOISTURE BARRIER, SLEEPER SPACING DATE: 2/5/2010 6 8/5/2010 PERIMETER FOAM INSULATION CHANGE SCALE: REY DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 & Label © AIR SEALING TAPE ~~ s ——___—__-----—— POST BEYOND | ind & LU gon ‘GEMENT BOARD INSULFOAM 2-1/8" "R-TECH" fae = < es i q 3/4" @ THREADED ROD EPS W/ BORATE 2 0 GRACE "PREPRUFE" OR EQ. ‘ \ / A a ——_ (EPOXY 6" INTO POST # bP PY US ee On v re 5 j Lo ra EMBED 6" INTO CONCRETE | sy / S : _ ee Zh | ole . . “ - a) ra ae ! Ll a 4" CONCRETE SLAB PER PLAN SLOPE 1/8" PER FT. | (2) #4 CONTINUOUS + Fi = lad L fe = 2 —— | = 0 = Ss L zw Cs iii) ; : Es 4" CONCRETE SLAB aa 9 FES ~ i. | . > . r mz EH <p 2 = . — Ls pra ea SeCeRCN SETS z : ee eet rer Hae ee line COE aa eth Pk me eee iBITUTHENE" (wy £ és ea sce Wel ee / a 2 : “GRACE "BITUTHENE a6 “OR FQ. MEMBRANE Y 2 ee OR EG. aie a ek Sef | CII | EIEIIE | EI P EIT | (III, Pb reelp 0000 0 GL. | Neier TT mm mmr) do eee ec oe SE UU zz iN | we Oe forse | Fen | Vemma! | | Js Ee ss a _ FREE- DRAINING FILL Fa FREE: DRAINING FILL 9 i ! — Joy x ressasessiesst | Yasaneeavonene x we > 7 Gk | af sessesteee cn — — = i a . mh dE Lanne] | | | | E | = cp) PORCH SLAB DETAIL PORCH FOOTING DETAIL PORCH SLAB @ ENTRY DETAIL = 4 SCALE: |-|/2" = |'-O" 2 SCALE: |-|/2" = |'-O" ~ SCALE: |-|/2" = |'-o" ‘a = 9 Af oe pa see ATION WOOD BASEBOARD ode 6"OC. 6 WOLD ] S (se reir ) (cemcceceerepea~ fo ——— GRACE "VYCOR" OR EQ, TYP. UNDER SLEEPERS ~ (ene Sx 10 ST) > Ll METAL FLASHING / HARDNOOD FLOOR QVER Ix . \ \ SLEEPER Hol GeDouN SIDE PER ALAN Ly lO" HI-DENSITY EPS SIPS PANEL a MEMBRANE CONTINUOUS FROM FOUNDATION - \ wD L. CEMENT BOARD = —— an See | FI I= = I ] = INSULFOAM 2-1/8" "R-TECH" EPS W/ BORATE Oo ied La = = I: “ | a Zz a : A ¥ ; fo Xe) ii Pan <f : tt — = at = I e Bd @ 6" OL,, TYP. a — — 1 % i | ay ——<$—$——— oe 1 2xlO DF #2 SILL PLATE W/ 1/4" a on] —_— — Rl eee ees b "SILL SEAL" FOAM GASKET ¢ ) 7 A" CONCRETE SLAB PER PLAN eon see 4 5/8" ANCHOR BOLTS @ 48" 0.. es ms OR EQ, MEMBRANE = . | . S - Se REE ES = Y _ 6-MIL POLYETHYLENE VAPOR BARRIER 3 \, HOLD-DOWN STRAP PER PLAN <= So A YN Ot > 0926 tui y i tu OQ >> oO¢4 Yor Oo a Fm : ° 7 T “TEAL F FOR Ri ROOF i 4 : jee camara! (GEE STRUCTIRAL ETAL fas | | PE SHEET: TYPICAL FOUNDATION/NALL DETAIL FOUNDATION/NALL STRUCTURAL DETAIL S20 SCALE: |-|/2" = |'-O" SCALE: |-|/2" = |'-O" q 8/5/2010 BALCONY CEILING DRAWN BY: JESSE & | 8/5/2010 THICKER HARDWOOD SUB-SILL DATE. 6 | 8/2010 PERIMETER FOAM INSULATION CHANGE dale SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 jy} AIR SEALING TAPE | © |NGULFOAM 2-1/8" "R-TECH! 2x HARDHOOD SUBSILL ———\ / a Me vee eee HANG JOISTS TO 2x6 P.T. LEDGER ———. \ / | Bain \ \ / | CORNER PER DECK FINISH SPEC'S 4 \ \ eee / VY \ \ / / 3/4" MARINE GRADE PLYWOOD W/ "GACO-DECK" \ Z. oe 2 0 <LAB Wich CEDAR DEZENE \\ . oe —— OR SIM. TRAFFIC DECK FINISH 7 \ i> 8 yo a | A aaa 2x PT. JOISTS @ 16" OF. \ Pie ss | ry 0, ee Yl . (4.75" MIN DEPTH) ———— \ Onn 3 PA\/h Lf. SP P o rT] oO PGES NS aon TTP | \ 2x6 PT. JOISTS @ |6" OC. ft fo potel 4 Feb A < SIMPSON H25, EACH JOIST — \ \ rE f£ak \}/ \ A ' \ ol o - | J FIR BEADBOARD SOFFIT | xfs Hl 1 | \ | mitoses | DRIP GRP rAsine) ! | a ——— — = es 5 fe) BOLTS @ 24" 06. / d . Te pees ens eee : : SOSOEe. \ | \y ! | : = # CONC. PAD ee Tf : , | \ 1 | fs | of HT g ae / 7 < “se \ Ls | a = Pa y ; \ Lo S POS me @ f | a) ce / \ 7 an “4 | = wy & . Wl 4 s / ro) My % (2) #10x5" WOOD SCREWS @ |6" 00. | w \ \ 3) "TIMBER-LOK" 5" SCREWS a % \ ® . \ A35 EACH SIDE, TOP ¢ BOTTOM / 8 a Teme Rie enor ‘ \. "TIMBER-LOK" 5" SCREWS @ 12" 0. a | = ot / (PERF, PERIMETER DRAIN SOCK |= | | : ol iF Se \ \ 1 a >= DECK DETAIL BALCONY DETAIL a 2 i} 1 i} 2 O SCALE: |-|/2" = |'-O SCALE: |-I/2" = |'-0" O —_| << aa) ay so Ty Te fe Zz In) e Gis tw Is \\y) Oo LOAD-BEARING INTERIOR WALL i) ae | | _ 2x6 DF#2 STUDS @ 24" 0. = i T)\| | < | || bet] 2x6 DF #2 SILL PLATE WY 1/4" lime ‘a CQ "SILL SEAL" FOAM GASKET ¢ \ | | Pa 5/8" ANCHOR BOLTS @ 48" 00 | Lar apr TOWNSEND | ~ _——— AIR SEALING TAPE | Ce psd O / THICKENED SLAB FOOTING PER PLAN eel He _ INSULFOAM 2-1/8" "R-TECH" 3x HARDWOOD SUBSILL | [ EPS W/ BORATE (ATTACH WITH SIMPSON | / ry ITITEN' 35" SCREWS) — on \ . TO. SLAB 4" CONCRETE SLAB “|. a A 4 a _ | GRACE "BITUTHENE" a : \ i: a iS") OR EQ. MEMBRANE 9 . 1 7 S GE “ DO __ 'GEOFOAM' TYPE EPS-I5 INSULATION ° Ae e 8 4 CONC. PAD | ; 4 4 S _| WW - 1 id & & WL < 8 OSE 324 § 8 ui & 9 => 04 pOzS « fF o iv O QO SHEET: —, SCALE: |-|/ . = |'~O" SCALE: |-|/2" = pag Oo”) 0 "TIMBERSTRAND" OR EQ. FRAMING — 2x LEDGER W/ (2) #10 x 35" SCREWS @ |6" OC. - PBS SCREW @ 12" OC., MIN. |" PENETRATION INTO SUPPORT |-3/4" VERSALAM 2.0 (2800) LEDGER JOISTS PER PLAN PORCH ROOF DETAIL SCALE: |-|/2" = |'-O" @) PENETRATION- INTO. BEAM) / 2x BLOCKING = A834 EACH RAFTER W/ #6 WOOD SCREWS (FILL ALL HOLES) - BEAM PER PLAN (2) "TIMBER-LOK" SCRENS, EACH SIDE (2.5" MIN. PENETRATION INTO BEAM) POST BEYOND PORCH ROOF DETAIL / 2x6 T&G WOOD DECKING / W ki 74 BLOCKING SCALE: |-|/ i} - |'-O" 45" |-JOISTS @ 16" OC. lo 8/5/2010 PORCH ROOF DECKING DRAWN BY: JESSE gq 8/5/2010 BEDROOM CEILING ome 2/5/2010 5 2/5/2010 CHANGES TO TIMBER JOIST CEILING SCALE: REV DATE DESCRIPTION VARIES © TERRAPIN ARCHITECTS, P.C. 2010 j 12" HI-DENSITY EPS SIPS PANEL / PBS SCREWS @ 12" O.C., MIN. |" PENETRATION INTO SUPPORT /— 3116" 70 \/2" GAP FOR 2 EXPANDABLE FOAM PER PBS 7, LLJ 2 vw ¢£ : r4i5 8&8 ; Puje seg ee : == wv Z S m|\r ses ie Os | W/O Ze | ~rES : fo>) : FH |\</2 Oz Ne <= Gp 8 \ | — bo ee a & 5 \ SS uw & * Z a i pe o ~ — —“ uu JS a = /\ . . of Be aa PS . — < i tc «< Q a / \ 6 fOr yo ae aa ana ad & re) J \OR = ana Va ( & | ; 2x DF #2 JOISTS @ 12"0 OL, — ! : "TIMBER-LOK" SCREWS, 2" MIN. PENETRATION INTO BEAM - BEAM PER PLAN (NOTCH INTO POST 2" MIN. € NOTCH BOTH SIDE OF BEAM |/2" @ POST)) ~ 5x6 NON-STRUCTURAL CEILING JOISTS - (NOTCH INTO BEAM |") TIMBER FLOOR DETAIL ©) SCALE: |-|/2" = |'-O" &d @ |6" 0 C., TYP "TIMBERSTRAND" OR \ EQ. FRAMING \ Ae ON, BEAM PER PLAN, al jf 3 Sx4 ‘CEILING Joists (2) #10 WOOD SCREKS, __ JolsTs pe Oe Dla ARR Moai Ne Paso an We a 56 6 5 \e PENETRATION INTO SUPPORT ‘\ S ps pe a s e \ \ X\ (9 ) PBS SCREWS @ 12" OC., MIN. |" PENETRATION INTO SUPPORT 7 ‘ \ | | a Hi a HARDWOOD FLOORING 3/4" PLYWOOD T&G SUBLFOOR 2x4 SLEEPERS @ 16" OC. ALL FRAMED PANEL EDGES, AND @ |2" OC. @ INTERMEDIATE FRAMING 4 «HANG FROM BEAM) a (3) VALLEY DETAIL SCALE: |-|/2" = |'-O" PBS SCREWS @ 12" O.C., MIN. |" al GUARD-RAIL WV a TIMBER JOIST PER PLAN 66T STRAP W/ (8) #6x3" WOOD SCREWS Ix FASCIA (3) "TIMBER-LOK" SCREWS, 25" MIN. PENETRATION INTO POST 6" 2x4 CEILING T&G WOOD PANELING "TIMBER-LOK" SCREWS, 2 PENETRATION, EACH SIDE HEADER PER PLAN 66T STRAP W/ (2) #6x3" WOOD SCREWS TOE SCREW JOIST TO BEAM W/ (2) 5" MIN. LEDGER PER PLAN (NOTCH |" FOR JOISTS) (2) 5" TIMBER-LOK" SCREWS 2" APART, DIRECTLY UNDER JOIST HOUSING TIMBER FLOOR DETAIL SCALE: |-//2" = |'-0" 4 BEAM PER PLAN TOE SCREW JOIST TO BEAM W/ (2) "TIMBER-LOK" SCREWS, 25" MIN. PENETRATION, EACH SIDE 2" (NOTCH |" FOR JOISTS) = CONTINUOUS NATURAL FIR POLE (NOTCH 2" FOR BEAM) ARCH IN BEAM @ STAIRWAY FOR HEAD CLEARANCE CENTER BEAM DETAIL o SCALE: |-I/2" = |'-O" FL O O R € RO O F DE T A I L S I5 I 4 CO R O N A AV E . PA S S I V E HO U S E FO R TO M EN G E L PO R T TO W N S E N D , WA 42 3 6 8 SHEET: 92,2 | [DRAWN BY: JESSE DATE: 8/5/2010 I 8/5/2010 BEVELED "TIMBERSTRAND" FRAMING @ PANEL SCALE: ROOFING PER ELEVATIONS REV DATE DESCRIPTION VARIES ROOFING FELT PER ROOFING MAN'F SPEC'S i \/2" PLYWOOD © TERRAPIN ARCHITECTS, P.C. 2010 ; ; 2x6 W/ (2) #10 x 3-1/2" PBS SCREWS @ 12" 0.0., MIN. | / WOOD SCREWS @ |6" OC. NRE POT PENETRATION INTO SUPPORT | \ ; er Wale Sido 6 06. 1, ——— / PBS SCREWS @ 12" 0.C., MIN. | ny OF ATS 2x6 W/ (2) #10 x 35" PENETRATION INTO SUPPORT Sor 6 Pp SCREWS @ |6" 0.0. “ ig Alan 6 ball \ | = \ Y Bd @ 6" 0.6, TYP. ——~ J J op BY? 2x6 EAVE EXTENSION @ 24" OC. ~ BTARENS ITY EFS Sirs RANEL I — . Zz, rr 3 W/ |/2" PLYWOOD BOTH SIDES ———_———- "TIMBERSTRAND" OR EQ. FRAMING Ix2 CEDAR TRIM Ai hE ] | 5 fa tl a“ 2" EPS INSULATION | Q,\= <¢g 5/4x CEDAR FASCIA, TYP, ————=] s = 3 (2) PBS SCREWS @ [2"0.C, MIN. |" meee PENETRATION INTO SUPPORT } | eZ s t 7 nN a " = == ov Z iT 3/4" PLYWOOD T&G SUBLFOOR | } | la rs 3 3 >Ou / 2x® @ 24" 06, — i\ LL) y a" 4 PROVIDE VENTILATION inn EH |< 5 Fs HOLES FOR SOFFIT, TYP. a = : : Bd @ 6" OC, EACH END a 2x® DF #2 JOISTS @ 12" OL. 5/4x4 CEDAR FRIEZE RIDGE BEAM PER PLAN | '"_O W POST CAP PER PLAN RI C H A R D CN . BE R G ST A T E OF WA S H I N G T O N 2x8 DF #2 LEDGER (HANG JOISTS) NON-STRUCTURAL LEDGER POST PER PLAN, CENTERED BELOW BEAM 10" HI-DENSITY EPS SIPS PANEL SCALE: |-I/2" = |'-O" SCALE: |-|/2" = |'-O" (3) TYPICAL WALL/FLOOR/ROOF DETAIL (2) WALL/ROOF DETAIL RO O F DE T A I L S DORMER SIP 3/l6" TO |/2" GAP FOR EXPANDABLE FOAM PER PBS &d @ |6" OC,, TYP. PBS SCREWS @ 12" O.C., MIN. |" PENETRATION INTO BEAM SOLID BLOCKING —T 1 ROOF SIP il PBS SCREWS @ 12" 0.C., MIN. |" PENETRATION INTO SUPPORT INTERIOR NON-BEARING STUD-WALL I5 I 4 CO R O N A AV E . PO R T TO W N S E N D , WA 92 3 6 8 PA S S I V E HO U S E FO R TO M EN G E L LL (4) "TIMBER-LOK" SCREWS, EACH SIDE (2" MIN. PENETRATION INTO BEAM) RIDGE BEAM PER PLAN (NOTCH BOTH SIDES OF BEAM 1/2" @ POST) /2" GWB —=——— TREE BODY, 4" MIN. 6 (4) DORMER WALL DETAIL (1) RIDGE DETAIL 59 2 SCALE: |-I/2" = |'-O" SCALE: |-|/2" = |'-O" DRAWN BY: JESSE 3 8/5/2010 NEW HEADER DETAIL DATE: 8/5/2010 [2 8/5/2010 WINDOW TRIM ae SCALE: tI REV DATE DESCRIPTION VARIES DRIP FLASHING Sf \ / 16d NAILS @ 12" O.C. © TERRAPIN ARCHITECTS, P.C. 2010 y IN (2) TWO ROWS, STAGGERED. | W/ MASTIC BETWEEN | PBS FLOOR, 2x6 STK CEDAR HEAD TRIM / \ ie ee ee WALL, OR ROOF ax eee roe eteeg / a | a PANEL KOT ORY” ALUMINUM RUANEE EEEESESEESES ISEEESEIOEIEE a ore £ | ) Ziwz 3 \ cx 3 a @ Ay - $8 i i \ \ GB WRAP \ s m7 5 \ /2" XPS FOAM INSULATION PERIMETER \ reas AIR SEALING TAPE \ 6 = e mir o28 \ LL | eee \ | | ~reS = CASEMENT WINDOW \ | i <r Ok \ \ | n DUPONT "FLEX-WRAP" OVER OPENING 1/8" GAP — PREMIER MASTIC — | p————_5/4x FIR SILL \ TYPICAL EACH SIDE “wG J ce | vies. x LZ GUN *4 £ i < 2) = ame 2% - 5B 5/4x4 STK CEDAR TRIM r \e — 3/4x3 FIR APRON DUPONT "STRAIGHT-FLASH' CO OVER WINDOW FLANGE | ; $$$ GWB 7 = : / FASTEN SPLINES WITH / 8d NAILS @ 6" O.C. OR EQUIVALENT SIP TAPE ON (WINTER) WARM SIDE OF PANEL EACH SIDE. U.N.O. = = = = = | TYPICAL WINDOW DETAIL SPLINE DETAIL (WALLS TALLER THAN 16’) O 2 ut I tl 2 —4 SCALE: 3" = |'-O NO SCALE < fe U4 PBS FLOOR, CO WALL, OR ROOF \ / PANEL - PREMIER SPLINE \ aw ams 5 E =) eG | A PBS SCREWS @ 12" 0.0, MIN. |" | / j PENETRATION INTO SUPPORT / E — / a Vy tka } a | | T ay | iy a yt Ut / J ley Hy HH f \ y we | | | | ut} PREMIER MASTIC ~~ aie | | CA) i By | { | } 9 Va sn S ue - —— - vr —l > Ta uw «as 17T. 8 O« < 2xl0 W 8d @ 6" OC., TYP. : i ON OPI LPI KX SESS a= 3 Z S 9 | as i 7 TOE SCREW JOIST TO BEAM W/ (2) "TIMBER-LOK" i; eo OSB SHEATHING —————> SCRENS, 25" MIN. PENETRATION, EACH SIDE >> o¢€ EPS FOAM INSULATION INSERT (2) 5" TIMBER-LOK" SCREWS 2" APART, ND) foie /\ DIRECTLY UNDER JOIST HOUSING x — 7 / ’ IN LEDGER PER PLAN (NOTCH |" FOR JOISTS) is Ss M a Nx : = epee ae Qo. ila HEADER PER PLAN / a= / /* / J X — WINDOW OR DOOR RO. / # \ FASTEN SPLINES WITH / ~~ \ 8d NAILS @ 6" O.C. Va \ OR EQUIVALENT. U.N.O. ‘\\ SIP TAPE ON (WINTER) WARM SIDE OF PANEL —_ HEADER DETAIL (1) TYPICAL SPLINE DETAIL | 59D 4 SCALE: |-|/2" = |'-O" NO SCALE () DRAWN BY: JESSE DATE: 8/5/2010 GENERAL STRUCTURAL NOTES a= (The following apply unless shown otherwise on the plans) : REV DATE DESCRIPTION a CRITERIA CONCRETE (continued) 29. WOOD FASTENERS © TERRAPIN ARCHITECTS, Per 2am WAgy 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: ae SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2 FTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH ...3" SIZE LENGTH DIAMETER ‘ FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGE! R), Luce ceuceuceeues 2 “6d “ ~ 0.113" 2. DESIGN LOADING CRITERIA FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) ................- 1-1/2" 8d 2-1/2" 0.131" COLUMN TIES OR SPIRALS AND BEAMSTIRRUPS ..............cccecceecccccuceecseccecceceenees 1-1/2" 10d 3" 0.148" 2 FLOOR LIVE LOAD (RESIDENTIAL) .................200e00- 40 PSF SLABS AND WALLS (INTERIOR FACE) ..........-s00ccseeeeeeees GREATER OF BAR @ PLUS 1/8" OR 3/4" 12d 3-1/4" 0.148" FLOOR LIVE LOAD (RESIDENTIAL BALCONY) .............. -- 49 PSF 16d BOX 3-1/2" 0.135" : y GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD ....200 LBS 18. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS ne SNOW LOAD........ 00... c cece cece ccncceccuceuceerseaeees Pf = 25 PSF OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL 4 LL WIND LOAD...................-- Kzt=1.00, lw=1.0, ~BCPieo. 18, V=85 MPH, EXPOSURE "B" ALL SROOVES NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE & OTHER FINISH DETAILS SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND ow 2 EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRE-CAS APPROVAL. PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH EV a9 LATERAL SYSTEM: LIGHT FRAMED SHEARWALLS, R=6.5 TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. mia & SDC D, le=1.0, Ss=1.31, $1=0.48, SDS=0.87, SD1=0.48, Cs=0.135 ANCHORAGE BA al — <8 B. ALL BOLTS INWOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE = 3. STRUCTURAL DRAWINGS SHALL BE USED IN . CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR 19. EXPANSION BOLTS I INTO CONCRETE & CONCRETE MASONRY UNITS SHALL BE WEDGE-ALL ANCHORS HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG Ubi BIDDING AND CONSTRUCTION. CONTRACTO ALL VERIFY DIMENSIONS AND CONDITIONS FOR AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY & INSTALLED IN STRICT CONFORMANCE BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Ly 5 o COMPATIBILITY AND SHALL NOTIFY ARCHITEST oF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. TO ICC-ES SSR? INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE 2001 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE be MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION OT REQUIRED FOR 3/8"@ AND SMALLER LAG SCREWS. a BS 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURAL IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION LOADED IN TENSION. I a $ 3 COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE 30. WOOD FRAMING NOTES-—-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 3562 PLANS. 20. EPOXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR SPECIFIED ON THE DRAWINGS Ox Fu SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPOXY AS FACTURED BY THE SIMPSON A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE LT) mwebES 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & & THE METHO STRONG TIE COMPANY. INSTALL IN STRICT ROCORDANGE WITH OBO | REPORT NO. ER-5279. SPECIAL MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS NOTED a % je) TECHNIQUES, SEQUEN CES OR PROCEDURES REQUIRED TO PERFORM E CONTRACTORS WORK. INSPECTION OF INSTALLATION IS REQUIRED. THREADED RODS SHALL BE ASTM A-36, UNLESS NOTED OTHERWISE, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE aro THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR OTHERWISE COORDINATE THE SIZE & LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY INGS. i ENGINEER HAS NO DUTY 10 INSPECT. SUPERVISE, NOTE, CORRECT. OR REPORTANY HEALTH OR WOOD B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS. AT THE 21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, & GRADED & MARKED IN CONFORMANCE SHALL BE SPACED AT 24" OC, UNLESS NOTED OTHERWISE, STUDS SHALL BE PROVIDED AT THE END z PROJECT SITE. WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO OF ALL WALLS & AT EACH SIDE OF ALL OPENINGS, & AT BEAM OR HEADER BEARING LOCATIONS. & 3 THE FOLLOWING MINIMUM STANDARDS: TWO 2x6 HEADERS SHALL BE PROVIDED OVER AL OPENINGS IN BEARING WALLS NOT OTHERWISE i x © 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO ag STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES JOISTS AND BEAMS: (2x & 3x MEMBERS) HEM-FIR NO. 2 SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS eae SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. MINIMUM BASE VALUE, Fb = 850 PSI OVER 10'-0" IN HEIGHT. us 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS (0x MEMBERS) DANIMUM CARE VALUE. Pb = 1000 PSI ALL WALLS SHALL HAVE A SINGLE TO 2 : INGLE TOP AND BOTTOM PLATE. END NAIL TOP PLATE TO EACH STUD & | ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR LARGE BEAMS: (INCL. 6x AND LARGER) DOUGLAS FIR-LARCH NO. 1 WITH TWO 16d NAILS, & TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. = DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE MINIMUM BASE VALUE, Po = 1350 PSI SPLICE TOP PLATE OVER STUD AND CONNECT WITH SIMPSON HTP37Z. in oe } ARCHITECT AND THE STRUCTURAL ENGINEER. POSTS: (4x MEMBERS) DOUGLAS FIR-LARCH NO. 2 7 Ce & MINIMUM BASE VALUE, Fes 1350 PSI FLOOR AND ROOF FRAMING: PROVIDE, DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT a 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD (6x AND LARGER) DOUGLAS FIR-LARCH NO. 1 EXTEND OVER MORE THAN HALF THE JOIST LENGTH & AROUND ALL OPENINGS IN FLOORS OR ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY MINIMUM BASE VALUE, Fe= 1000 PSI ROOFS UNLESS NOTED OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE STUDS, PLATES & MISC. FRAMING DOUGLAS-FIR-LARCH NO. 2 JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADER: SUPPLIER. WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL Al AL MOLYLIOIST 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND 21. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM & AITC BEAMS TOGETHER WITH wo ROWS 16d @ 12"OC UNLESS NOTED OTHERWISE ON PLANS, STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS: STANDARDS. EACH R SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK & SHALL BE ACCOMPANIED PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE CAD UP WITH GRAIN PERPENDICULAR TO BY AN ALI.T.C. CERTIFICATE ¢ OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE SUPPORTS AND NAILED AT SOC WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS & OVER STUD SONNERONG STEEL (OR GOT CONCRETE AND MAS AMANATED MEMBERS AINSIMBLE SEAN BLAME SEALC'EE GOUGLAS PRGOMSNIGLON Sat —«-ALUWOGB POSE CAIN CENTRE Be icen GOS TMLee AF UNL OGRE HOOF SHE RTNG REINFORCING STEEL (FOR BOTH CONCRI D RY CONSTRUCTION = CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST tf" = 1-0" SCALE 200 PS v's AD SI. ALL GANTILEVERED BEAMS SHALL BE DOUGLAS EIR COMGINATION F.VE.rp= EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE ADPROVED T&G JOINTS OB SHALL SE, N HALL SUBMIT WALL ELEVA’ IN ws 4! v= INDICATING | LOCATIONS OF CONNECTION EMBEDMENT & WALL OPENINGS FOR REVIEW PRIOR OTHERWISE ON PLANS. FLOOR & ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"0C, UNLESS NOTED 19 CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP OTHERWISE. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. _23. MANUFACTURED LUMBER, PSL, LVL AND, ist. SHALL BE MANUFACTURED UNDER A PROCESS ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD. PLATES ATTACHED TO WOOD FRAMING BELOW PROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS WITH 16d NAILS @ 6"OC, OR ATTACHED TO CONCRETE BELOW WITH 5/8"@ ANCHOR BOLTS 4'-0"0C, SD 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER oF NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL MBEDDED 7" MINIMUM, UNLESS NOTED OTHERWISE INDIVIDUAL MEMBERS OF BUILT-UP POSTS I RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL AND LSL LUMBER SMALL BE NAILED TO EACH OTH TWO ROWS OF 16d @ 12"0C. UNLESS NOTED OTHERWISE, {— & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL f REVIEW SHALL BE MANUFACTURED IN ACCORDANCE WITH ICBO ER-4979 USING DOUGLAS FIR VENEER GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS & PLATES DRAWINGS FOR CONFORMANCE WITH THE MEANS, M ETHODS TECHNIQUES, SEQUENCE AND | GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8"0C. UNLESS NOTED OTHERWISE 1/2" NOMINAL APA © OPERATIONS OF CONSTRUCTION, AND ALL SAFETY TRE AUTIONS AN PROGRAM iS INCI Sen GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE RATED SHEATHING 3 (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERI VERT! TIGA RFACES Zz. THERETO. SUBMITTALS SHALL INCLUDE A REP RODUCIBLE, AND ONE E COPY. RE PRODUCIBLE WILL BE FOLLOWING MINIMUM PROPERTIES: WITH 8d NAILS @ 6"OC AT PANEL EDGES & TOP & BOTTOM PLATES BLOCK NED EDGES) MARKED AND RETURNED WITHIN wo WEEKS OF RECEIPT WITH A NOTATION | INDICATING 1 THAT THE & TO ALL INTERMEDIATE STUDS & BLOCKING WITH 8d NAILS @ 12" BALLOW ae SPACING AT ALL _ | SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE W N OF Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI PSL (2.0E PANEL EDGES & PANEL ENDS. at BUILDING. THE SUBMITTED ITEMS SHALL NOT Be INSTALLED UNTIL NEY HAVE SEEN APPROVED BY Fb = 2600 PSI. E = 1900 KSI, Fv = 285 PSI LVL (1.9E THE BUILDING OFFICIAL Fb = 2250 PSI, E = 1500 KSI, Fv = 285 PSI LSL (1.5E OTHER GENERAL NOTES YY SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY BOISE CASCADE, LLC. 31. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING ROOF TRUSSES AND Cc PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRA THE ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW & APPROVAL BY THE PREFABRICATED STAIR SYSTEMS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER's ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN | CONCERT BY INDICATING WHICH ARCHITECT & STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS & OTe H HARDWARE MAY BE STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR O MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTEND SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH > FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS NISCREFANCIES OR CONENICTS GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE THE DESIGN OF THE BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE. (iY BETWEEN SHOP DRAWING SUBMITTALS AND THE = CONTRACT DOC DOCUMENTS ARE DISCOVERED IN SIZE WITH MEMBERS PROVIDED. CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON i EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE \D OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS UPON RECEIPT OF MATERIAL & DURING MADE AVAILABLE UPON REQUEST. GEOTECHNICAL CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED & THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE 24.PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BUILDING BY BOISE CASCADE, ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER BJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL E ENGINEER. ALTERNATE FOR POSSIBLE FOUNDATION REDESIGN. SOS HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL SSist HANGERS AND OTHER GRADE, UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. _ BACK FILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR 25.STRUCTURAL INSULATED ROOF AND WALL PANELS P.) SHALL BE MANUFACTURED BY PREMIER en | SUBSURFACE DRAINAGE. BUILDING INDUSTRIES INC. MANUFACTURE £ AND inst TION S SHALL BE IN STRICT ACCORD ANCE | =< H ICBO REPORT NO. PFC-5002. PANELS SHALL BE CONN TOGETHER FIELD INSTALLED HT ALLOWABLE SOIL PRESSURE ............... ccc ccec ee caecceeceveuecs 2000 PSF OSB SPLINES. THE OSB FACIRiSS SHALL BE CONNECTED tO THE SPLINES WITH 18d B BOX NAILS AT 6" Hy dh ih 7 | LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) .......... 55 PCF/35 PCF O.C. THE MANUFACTURER SHALL PROVIDE COMPLETE SHOP DRAWINGS THAT INDICATE. PANEL HL) A —) COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) .. .0.3 LAYOUT AND ) APPROPRIA TE INSTALLATION DETAILS. SHOP DRAWINGS SHALL BE ACCOMPANIED BY | | STRUCTURAL CALCULATIONS SUBMITTED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF 12. STRUCTURAL GEOFOAM SHALL BE MANUFACTURED BY INSULFOAM, LLC. GEOFOAM INSULATION WASHINGTON. THE CALCULATIONS SHALL INDICATE DESIGN LOADS. CITY OF PORT TOWNSEND | ELOW BEARING FOOTINGS SHALL MEET ASTM D6817, WITH MINIMUM COMPRESSIVE RESISTANCE AT | nst | 1% DEFORMATION AND AN APPLIED FACTOR OF SAFETY OF 1.5 AS FOLLOWS: 25. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE ee ene r IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, S EPS 29 Leeeeeeees 1 0, 9 Psi EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. Rat re rrere dD EPS 15 .......... 3.6 PSI ROOF SHEATHING SHALL BE 4/2" (NOMINAL) WITH SPAN RATING 32/16. & ui > FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. riis MANUFACTURE AND INSTALLATION § SHALL BE IN STRICT ACCORDANCE WITH PROJECT WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. uj a < SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. PANELS SHALL BE CONNECTED WITH REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. MW =< URETHANE ADHESIVE AS APPROVED BY THE MANUFACTURER. 0 Wa = 26. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED S27 ZA CONCRETE WITH AN APPROVED PRESERVATIVE OR (2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER ¥ {g QO 24 SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. yy rs 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC ss OF SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28- 27. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR => vs =z Y STRENGTH OF fc = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A QN Ow Oo PER CuBiC YARD AND SHALL BE PROPORTIONED TO PRODUCE ASLUMP OF 5" OR LESS. RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED dD < TOA RETENTION ¢ OF 0. 25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE < f © 14. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN EXPOSED TO R. FASTENERS AND TIMBER C NNECTORS IN DIRECT SON TAGT WITH ACQ-A, o iv AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR CBA-A, CA-B TREATED: WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT S FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE Wie TABLE 1904.2.1 OF THE GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH 2 INTERNATIONAL BUILDING CODE. EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. OF 3000 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 3000 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. 28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE” BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2007. EQUIVALENT DEVICES BY OTHER 15. REINFORCING STEEL SHALL CONFORM TO ASTM ABI5 5 (INCLUDING § SUPPLEMENT $1), GRADE 60, MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO OR ICC-ES APPROVAL FOR = 60,000 PSI. WELDED WIRE FABRIC SHALL CONF TO ASTM A-185. SPIRAL REINFORCEMENT EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY HALL BE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy = 60; 000 PSI. MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS 16. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE ’ WITH ACI 315-92 AND 318-02. LAP ALL iS REINFORCEMENT #5 AND SMALLER 40 BAR ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. ALL TJl JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HAN SHEET: LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES cist HANGERS. BARS SHALL BE MADE IN AC CORDANCE WITH ACI 318-02, CLASS B. LAP ADJACENT MATS OF WEIDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS NO BARS \RTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS MEMBERS CONNECTE SPECIFIL. LY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WILL INEVITABLY CONTAIN MINOR DISCREPANCIES AND AREAS LACKING IN SPECIFIC INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE, THEY WILL REQUIRE ATTENTION AND RESOLUTION. THE BEST RESOLUTION OF ISSUES OF THIS TYPE IS MOST OFTEN ACHIEVED THROUGH A JOINT DECISION MAKING PROCESS INVOLVING THE OWNERS, ARCHITECT AND CONTRACTOR(S). a >| : >E SITE FLAN a — SCALE: |" = |0' 93.0 GENERAL STRUCTURAL NOTES $2.2 STRUCTURAL DETAILS 52.3 STRUCTURAL DETAILS 92.4 STRUCTURAL DETAILS DRAWN BY: JESSE — DATE: . | ; | (— 4 | 8/0/2010 | NEW DRIVEWAY/PARKING SCHEME 6/5/2010 . . : SCALE: Oe oye REV DATE DESCRIPTION VARIES PROJECT DESCRIPTION: © TERRAPIN ARCHITECTS, P.C. 2010 NEW THREE BEDROOM RESIDENCE - 77 TE To a a ~~ ~~ "3 ~~ 77 ~ ~~ a a _ _ a ~7 _ _ _ an SITE ADDRESS: I5I4 CORONA AVE. PORT TOWNSEND, WA 48362 2 Lt [oo] OWNERS ADDRESS: VE a ph Z, = 3 621 REDWOOD ST. , ar oro , Qij=z <e PORT TOWNSEND, WA 48362 — i 2a ae nn ea CORONA A re geal _ th . ee ee Cee oe Ug 28 360-319-4583 . : . . —enenrs ae ee ee me = Sm = me + ma» — SEWER see eee SEWER mm 2 ee ee se co ae» —SEWER ee ton ors SEWER: ee th ees A 2 SS © 6 6 A ON = 6 ee LLJ rd Z iS . . : ! . : ‘ - Ra nner Geom re ee erie WATER=-—-—-— poss ; ; = ” Z 8 CONTRACTOR: | Lo COLVERT ! ! fae Gse Zo . 3 l r UO FF ui OWNER ti / ns 3p'-I" Ly | Pare) ) oN | ! |< 282 ‘ : \ u RQoaQ LEGAL DESCRIPTION: i fi CORONA GARDENS SHORT PLAT == EXIST. STORM DRAIN \ = PUD LOT 3, SUBJ TO EASE/REST OF ) BAST EECT | 4 RECORD, SUB/REST COVT. #538148 iS | ent : EBi , - vest cE | vere i N88°31/45/W x 6 TAX PARCEL #: BE $$ “a an aia -2—— pe 1" 04.45" <a {-—-- >> ~y-- +e) % 448002313 | . ' vA ao o—™\ ‘ee eect | PoER-—} -—— | CONES — —~ v _ 3% . . ‘ 3S a rae ANN . ii i Bor ae > § Q| PARKING SPACE Do Fane SPICE / 5 ° , - - od NO fe} ©, 5: I : Is) 14x4' GRAVEL 7 144! GRAY <L 2 a 3004 IRC, 2000WSEG = | BAST. PHONE ‘ \& t ! phenen- nena e . ; - / . ve ee ear tt i lee 7 NY NEY SO = Oe a ae ney ; . \ \ i i | | . WASHINGTON STATE ENERGY CODE 2004 \ KA os yal aoe | ff / , 6 PRESCRIPTIVE OPTION IV: \ os. oS ry NEW 1000 ee ! / F) < WINDOWS & GLAZED DOORS SHALL HAVE MAX. U=0.30 ‘ Rye RH ee | oy t SKYLIGHTS SHALL HAVE MAX. U=O.50 \ Soop “4 concRETE [. +, aeoaeeare / CORONA AVE, SOLID DOORS MAX. U=0.20 \ aa | PAD II SQ. FT. AT CORNERS, TYP) i > CEILING € FLOOR INSULATION MIN. R=38 (SIPS=ADY) \ \ \ j / Fe, D a 3 ae WALLS MIN. Re2 7 a aoe oni PROPOSED Sales ee i = sitz | Ne ae ip i a \ FLAT, NO TREES / Sf, LOT COVERAGE SQ.FT , \ 4 3 RESIDENCE | Kf x a7 LOOUVE iL: It. \ \\ i sg? Fry O LOT AREA [0.12 ACRE] 5356 \ wy L154 5Q. FT. |_| conerere #w BUILDING FOOTPRINT 1240 BALCONY Ve, \ |! " jz LOT COVERAGE 24% cll \ Ne I | oO \ oN \ it Toe) IMPERVIOUS AREA; SQ. FT. \ MA |e PERIMETER | Em BUILDING ROOFPRINT 404 en Wels 7 ieee || REM leona & OQ DRIVEWAY & WALKWAYS 340 Noo AA Po * 40SQ. FT z y DECKS 120 \ \ \ \ \ = f i TOTAL IMPERVIOUS AREA 1414 \ WOM ae | IMPERVIOUS AREA 36% \ og VN \e oN I . q FLOOR AREA: SQ. FT. BE" & NOTE: 8 VN TIGHTLINE ROOF & ' FIRST FLOOR 57 A \ \ \ & RUN-OFF & PERIMETER 2 . / — HASTINGS AVE. SECOND FLOOR 634 ty n\n DRANAGE TO DAYLicHT i | TOTAL HEATED 191 % \ YR @ RAIN GARDEN z 1 / | ' COVERED PORCH 106 a SN yeu DECKS # LANDINGS 148 \ \% ’ ON VICINITY \ Wy / q > \ ‘8 L_// Q . 9 | \ \ . %™ \ Y . 2 Oo hi \. INDEX TO DRAWINGS Pe \ (LOWEST ELEVATION) AO SITE PLAN ¢ PROJECT INFORMATION || | @ QO « = A2.0 FIRST FLOOR PLAN 8452 A2.| SECOND FLOOR PLAN Y W ela Sige An ee Eom A3.0 BUILDING SECTION Sr>se A3.| BUILDING SECTION gOS A4.0 SOUTH ¢ EAST ELEVATIONS < F © A4.1 NORTH € WEST ELEVATIONS o A5.O ELECTRICAL PLANS | - NOTE TO OWNERS, CONTRACTORS AND BUILDING OFFICIALS: COMMON AREA A5.| VENTILATION PLANS |. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REQUIRED TO DEMONSTRATE OPE GPACE MID SO FOUNDATION PLAN COMPLIANCE WITH APPLICABLE BUILDING AND ZONING CODES, IN CASE OF ANY INFORMATION THAT RECREATION AREA SI| SECOND FLOOR FRAMING PLAN APPEARS TO BE LACKING, PLEASE CONTACT THE ARCHITECT IMMEDIATELY. 2. THESE PLANS CONTAIN THE MAJORITY OF THE INFORMATION REQUIRED TO BUILD THE STRUCTURE S12 ROOF FRAMING PLAN SHOWN ON THE PLANS. HOWEVER, IT IS NOT POSSIBLE TO ANTICIPATE EVERY PIECE OF INFORMATION $2.0 STRUCTURAL DETAILS NEEDED FOR CONSTRUCTION. THE ARCHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A H $2.1 STRUCTURAL DETAILS SHEET: REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND COST OF THE PLANS. THE PLANS Na O