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HomeMy WebLinkAboutBLD10-177 - drawings | (SITE PLAN AND PROJECT INFORMATION ON THIS PAGE PERTAIN TO CURRENT SITE CONDITIONS) | REV DATE DESCRIPTION | PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE _ > ree ae AOS) Xap SITE ADDRESS: POO | ER p22 eserne fhe Lie ——— INDEX TO DRAWINGS 345. 31TH STREET y _ > AlO CURRENT SITE PLAN & PROJECT INFO. PORT TOWNSEND, WA 48368 * METER All PUD. SITE PLAN € PROJECT INFO. \ " y y v A2.0 LOWER FLOOR PLAN = OWNER ADDRESS: L L F c E BE EXISTING METER A2.| UPPER FLOOR PLAN Zi 8 vlO S5TH STREET SSS = LL Ll A3.0 BUILDING SECTION A-A mii & PORT TOWNSEND, WA 48368 | [ A3| BUILDING SECTION B-B Puli $8 PHONE # 206-245-2215 | = A32 BUILDING SECTION C-C UnGs , por, toro | h | A33 BUILDING SECTION D AND eas CONTRACTOR: OWNER 5" i ( TYPICAL WINDOW DETAIL + xé e 500 GAL, PROPANE | A4.0 SOUTH & EAST ELEVATIONS mit ose ZONING: R-2 TANS GRR. A4| NORTH & WEST ELEVATIONS My ee zZ > | SO FOUNDATION PLAN bi |e 25 z| LEGAL DESCRIPTION: carcH sees” II Al mites ae PLAN —— ee Tee, | ene ee lees . \" | aaa | r—— 62.0 STRUCTURAL DETAILS Z.. l ‘wil CHANGE F CISTERN | 92.) SHEARWALL SCHEDULE é be & | TAXIPARGEL & OOIOIO05, TAX LOT 33'1, 4 _ a AU I! TYPICAL SHEARWALL DETAIL ee \. 8 JO be ECwviuAGE WY RSH, aa \ | S22 TYPICAL SHEARNALL ¢ BE Soi CODES: Wo" lover Ne 4 HOLDOWN DETAILS Bea he 2 2004 IRC, 2004 WSEC & VIAQ 536 @N. clsTEReL r 50 ‘a 1 593. TYPICAL STRICTURAL af ‘| UNDERGROUND, —————>} x6! XB! ” FRAMING DETAILS ; WASHINGTON STATE ENERGY CODE 2004 OVERFLOW aet e 524 TYPICAL CONCRETE 3 bs aa PRESCRIPTIVE OPTION IV: Sai CAPACITY AS | STRUCTURAL DETAILS ~ a anil WINDOWS AND GLAZED DOORS SHALL HAVE MIN. U=0.20 (2) 4'X5' WELLS) b $3.0 GENERAL STRUCTURAL NOTES SKYLIGHTS SHALL HAVE MIN. U=O.50 EO LOWER AND UPPER FLOORS SOLID DOORS SHALL HAVE MIN. U=0.20 ELECTRICAL PLAN CEILING INSULATION = R-38 polly | VIO SCHEMATIC VENTILATION PLAN FLOOR INSULATION = R-3O ION SITE PLAN vi , Zz |.OT COVERAGE: SQ. FT. 0 Zz ns | LOT AREA [35,118 | = = NEW S.FR. FOOTPRINT 1242 _ [286'-6" on © EXIST. ADU FOOTPRINT 518 - y wy EXIST. SHOP FOOTPRINT 100 | == EXIST. SHED FOOTPRINT [31 Re ee -- ) Ob TOTAL LOT COVERAGE 3,287 so'spe 7 L. = > _ LOT COVERAGE 24% SETBACK ‘ar et ee = nn = ee Zz W > SCSTING c— ON SITE PARKING 0 D & iy oO IMPERVIOUS AREA: SQ. FT. 8 | SHOP “| — 190'-3" | z 5'-0" SIDE (Y Y NEW SR. ROOFPRINT = 1345 EXSTNG ADU sae Goiosiogs S SETBACK 3 0 EXIST. ADU ROOFPRINT 688 4 poo >a > >--- ae \_ KES WDENCE _ 185718 0. Fr. | % ay EXIST. SHOP ROOFPRINT 1484 —_tITY EASEMENT — == BSS eg ee ge eee + = REVIEWED FOR CODE = EXIST. SHED ROOFPRINT 140 —— ESSE COMPLIANCE i EXIST. PARKING |237 | to 5 | | TOTAL IMPERVIOUS AREA 544400 (SSE PTEV BSD) pate 2 26 - 1% IMPERVIOUS AREA 4% NORTH \ i Th 959A MN CURRENT SITE PLAN Ne ETT FLOOR AREA: SQ. FT. y BY Wictcs Upslkas MAIN FLOOR HEATED 42 SCALE: |" = 100! yy baci “VOLE FILLED WITH UPPER FLOOR HEATED 330 : / vorerour HOLE FILLED WITH HOUSE TOTAL HEATED 242 4 DRAIN ROCK | UNHEATED STAIR LOWER [30 / o. UNHEATED STAIR UPPER 14 NOTE TO OWNERS, CONTRACTORS AND ROOF i S UNHEATED TOTAL 204 BUILDING OFFICIALS: DOWNSPOUT CATCH BASIN 5 D COVERED PORCHES 52 |. THESE PLANS ARE INTENDED TO CONTAIN ALL (YARD DRAIN) yh” ROOF DECKS (NOT INC. GH.) 40! INFORMATION REQUIRED TO DEMONSTRATE DRYWELL S 2 = GREENHOUSES 42 COMPLIANCE WITH APPLICABLE BUILDING AND PLAN VIEW N.T.S. ao VS) ZONING CODES. IN CASE OF ANY INFORMATION yl Yo THAT APPEARS TO BE LACKING, PLEASE CONTACT ROOF DOWNSPOUT a Wit Gg THE ARCHITECT IMMEDIATELY. QaVE YD 2. THESE PLANS CONTAIN THE MAJORITY OF THE Z DOWNSPOUT To MARK CENTER OF HOLE N ws iw < INFORMATION REQUIRED TO BUILD THE STRUCTURE a EMPTY INTO TOPSOIL WITH I" CAPPED PYC Wy < S SHOWN ON THE PLANS. HOWEVER, IT IS NOT 4 TIGHTLINE ot ar eect z= POSSIBLE TO ANTICIPATE EVERY PIECE OF = : HIea y INFORMATION NEEDED FOR CONSTRUCTION, THE h | ofz wim © ARCHITECTS i!AVE MADE A GOOD FAITH EFFORT 4 FLOW —— y __ > a a TO STRIKE A REASONABLE BALANCE BETWEEN FINE MESH PS NS AYES NECEIWEIN PROVISION OF INFORMATION AND COST OF THE SCREEN ae Zz pias | | PLANS. THE PLANS WILL INEVITABLY CONTAIN CATCH BASIN , Ht | MINOR DISCREPANCIES AND AREAS LACKING IN (YARD DRAIN) ~ 9 SEP - ] 2010 IL) SPECIFIC INFORMATION. DURING THE COURSE OF MIN. 4" DIA. v _ CONSTRUCTION, AS THESE AREAS EMERGE, THEY PVC PIPE as, JSs10 -") WILL REGUIRE ATTENTION AND RESOLUTION. THE 150" MIN SHEET: | CITY OF PORT TOWNSEND BEST RESOLUTION OF ISSUES OF THIS TYPE IS : 4® INCH DIAMETER HOLE DSO MOST OFTEN ACHIEVED THROUGH A JOINT FILLED WITH 1-1/2" - 3" DECISION MAKING PROCESS INVOLVING THE DRYWELL ASHE PRAWN ROCK OC OWNERS, ARCHITECT AND CONTRACTOR(S). SECTION NTS. , TNO BEDROOM RESIDENCE FOR HELEN € KEES KOLFF (SITE PLAN AND PROJECT INFORMATION ON THIS PAGE PERTAIN TO THE ECOVILLAGE PUD.) } , PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE IN THE PORT TOWNSEND ECOVILLAGE PU.D. COMMUNITY SITE ADDRESS: 04) 345-31TH STREET Nn / PORT TOWNSEND, WA 92368 OWNER ADDRESS: 310 35TH STREET PORT TOWNSEND, WA 42368 PHONE # 206-295-2215 CONTRACTOR: OWNER ZONING: ECOVILLAGE PUD. LEGAL DESCRIPTION: PORT TOWNSEND ECOVILLAGE RESIDENTIAL SITE #4 TAX PARCEL #: OOIO3I005, TAX LOT 33 CODES: 2004 IRC, 2004 WSEC # VIAQ WASHINGTON STATE ENERGY CODE 2004 PRESCRIPTIVE OPTION IY: WINDOWS AND GLAZED DOORS SHALL HAVE MIN. U=0.30 SKYLIGHTS SHALL HAVE MIN. U=0.50 SOLID DOORS SHALL HAVE MIN. U=0.20 CEILING INSULATION = R-32 FLOOR INSULATION = R-30 WALLS = R-2I LOT COVERAGE: SQ. FT. LOT AREA SAIS BUILDING FOOTPRINT 1242 TOTAL LOT COVERAGE 1242 LOT COVERAGE 325% IMPERVIOUS AREA: SQ. FT. ROOFPRINT 1345 TOTAL IMPERVIOUS AREA 1345 IMPERVIOUS AREA 35% FLOOR AREA FOR ECOVILLAGE PUD COMPLIANCE (NET): SQ. FT. MAIN FLOOR HEATED 196 UPPER FLOOR HEATED 402 TOTAL HEATED 107 MAIN FLOOR USABLE 1148 FLOOR AREA (GROSS): SQ. FT. MAIN FLOOR HEATED q|2 UPPER FLOOR HEATED 330 TOTAL HEATED 1242 UNHEATED STAIR LOWER I30 UNHEATED STAIR UPPER 14 UNHEATED TOTAL 204 ROOF DECKS (NOT INC. GH.) 40l COVERED PORCHES 52 GREENHOUSES 142 > EXISTING |" WATER LINE =~ EXISTING POWER PEDESTAL ¢ METER NEW METER Lo" = W W W Ws | _ _ O-OTREAR SETBACK ‘| .— ("=F —— = = fl =| 1 dao lo-o" | 5-0", _lo'-o" ri 7 500 GAL. PROPANE | TANK, UNDERGROUND. 9 | | a | CATCH ROOF ¥ \p L | ail | s ; Bi > CISTERN EB ye T= :: by II'-0" lo'-0" st 500 GAL. CISTERN z sia : > UNDERGROUND. _ fl Vasce 4'X6' X5' DEEP OVERFLOW DRYWELL (SAME | INTO CAPACITY AS DRY WELL (2) 4'x5' WELLS) | 9 ee * a; i i DEL | ° | OPE NORTH JN RESIDENTIAL LOT #4 PLAN q > SCALE: |" = |0' LOCATION OF KOLFF = STH STREET REV DATE DESCRIPTION DRAWN BY: AID. DATE: 8-30-l0 SCALE: VARIES © TERRAPIN ARCHITECTS, P.C. 2010 INDEX TO DRAWINGS Al.O Alll EXISTING METER A20 A2\| A3.0 AS. A32 A33 A4.0 A4] 51.0 SI.| Bl 92.0 92.| $22 923 52.4 53.0 EI. V1.0 CURRENT SITE PLAN € PROJECT INFO. PUD. SITE PLAN € PROJECT INFO. LOWER FLOOR PLAN UPPER FLOOR PLAN BUILDING SECTION A-A BUILDING SECTION B-B BUILDING SECTION C-C BUILDING SECTION D AND TYPICAL WINDOW DETAIL SOUTH € EAST ELEVATIONS NORTH & WEST ELEVATIONS FOUNDATION PLAN UPPER FLOOR FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS SHEARWALL SCHEDULE TYPICAL SHEARWALL DETAIL TYPICAL SHEARWALL é HOLDOWN DETAILS TYPICAL STRUCTURAL FRAMING DETAILS TYPICAL CONCRETE STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES LOWER AND UPPER FLOORS ELECTRICAL PLAN SCHEMATIC VENTILATION PLAN | L _ | | | | | | | | | | | | |! i! | rr |! | | I | | | | Li |! —~ — — _ _ _ ] } —J SA N WA N AV E NOTE TO OWNERS, CONTRACTORS AND BUILDING OFFICIALS: NORTH |. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REGUIRED 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, ARCHITE AND CONTRACTOR(S). MeN ECOVILLAGE SITE PLAN q> SCALE: I" = 100! EXISTING STRUCTURES RS q eee. SITE Y | - Seno HOUSE Y, (YARD DRAIN) DRYWELL PLAN VIEW N.T.S. ROOF DOWNSPOUT DOWNSPOUT TO HOUSE EMPTY INTO A TIGHTLINE TOPSOIL 4 INCH DIAMETER HOLE FILLED WITH |-[/2" - 3" WASHED DRAIN ROCK a, ——— CATCH BASIN f DOWNSPOUT MARK CENTER OF HOLE WITH |" CAPPED PVC OR OTHER MEANS. FLUSH WITH SURFACE. CC If FLOW —— Va FINE MESH SCREEN CATCH BASIN (YARD DRAIN) MIN. 4" DIA. PVC PIPE I5'-O" MIN. “M I N " DRYWELL SECTION N.T.S. FILLED WITH I-1/2" - 3" WASHED DRAIN ROCK. 48 INCH DIAMETER HOLE | TE R R A P I N AR C H I T E C T U R E ec IE PO R T TO W N S E N D , WA 98 3 6 8 PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 71 9 TA Y L O R ST R E E T Ae wae + HN G T O N am e OT E er e R SN E pa m pe es es d Ei d RE G ST A T E OF WA S ? w “Oo ee) uy EC O V I L L A T E PU . D . SI T E PL A N AN D PR O J E C T IN F O R M A T I O N RE S I D E N C E FO R : HE L E N € KE E S KO L F F ‘S 3 4 5 31 T H ST R E E T me i) PO R T TO W N S E N D , WA 42 3 6 2 Ba AlD. ho | DATE: 8-30-l0 | _ SCALE: Far Sere, Butt SHOWER us REV DATE DESCRIPTION 1/4" = | o" WOlar Vat LuUseecgy orl : “REQUIRED. Fire Pans vi/ © TERRAPIN ARCHITECTS, P.C. 2010 NATAL, STAIRWELL WALLS: (1) (2) (3) 2X6 SOLE PLATE \? (6) R315.1 Carbon Monoxide Alarms. For new construction, W STAGGERED 2X4 an approved carbon monoxide alarm shall be installed by 4y'-4" STUDS. January 1, 2011, outside of each separate sleeping area in & the immediate vicinity of the bedroom in dwelling units. In 33'-0" | 4-4" LL co a building where a tenancy exists, the tenant shall maintain | \ T-O" lel 3 Z, ce @ the CO alarm as specified by the manufacturer including — ss) & replacement of the batteries. 6-0" 4-115" 23h" 4-83" 5-6" 2-o}! 6'-4" ae - $ & R315.2 Existing Dwellings. Existing dwellings shall be he) Ge 8] equipped with carbon monoxide alarms by July 1, 2011. Lid ra R Exception: Owner-occupied detached one-family (J) (kK) . (L) (<9) = bs 2 5 dwellings legally occupied prior to July 1, 2010. 3/Ox4/0 3/0x4/0 21xA/O d oo" aE laa L 2} 3 a (~ CASEMENT rs CASEMENT i~ CASEMENT HB. ELEC. —t WALLS MUS. mm |O 228 Obs. EORESS V PANEL ODS. J! ODS. , al 4a a k = owe i ee wi Kaae: P Th De I | \— TREE ir MED. 5"-6"D . | GAB, | : ¥ | R BEDROOM === 2X4 STUD WALL To I bs es WOOD FLOORING Fe \ 42" ABOVE NOSINGS| | [7 eenacil 7: | 3/Ox6/6 / W WOOD CAP, | | ace — BI-FOLD > =x 7 SLAB oe 5 | EXHAUST |-3/4" OD. WOOD 5 Z% = 4 aN Bel | -— INTERIOR WALLS, TYP = \ VENT —Zq cf HANDRAIL AT 1 ? U < cy 10410. 2X6 SOLE PLATE win. = q | ow Life} =§ bs) 3 || W/ STAGGERED 2X4 x y at} NOSINGS, TYP || Sow J 3/ox6/@ ~ STUDS # SOUND _-* & = i| «REE BODY vs 4Bi-FoLpn_LI INSULATION. BATH || TREE Bopy BEAM ree 8 & % ‘ TILE s 5.6) ABOVE ——~l| Si Teaed | @ : o * . to of fo gy (Lotro 2lexb/B < | ; > 2 {> 9 4 ¥ t+ 6XI2 BEAM ow covereD =| = re 2(6x6/6 | = a | | ® PORCH I] 7 (c) : ae rT =f = 5) CONCRETE || = ee ee eee ee Se eee 4 IO | q'-0" LI lo'-2" | & §& SLAB I “@ whe [| . ; 2 Lf " FIR OR CEDAR TREE BODY 5) STAIR 1 > wo! TNL rigaxe 9 Sencke- CO” | | NONSTRUCTURAL, VP. || g ; Zz ABOVE, TYP —— | | | = 3/0x6/8 | TREE BopY | 5 a pao eee sos Sar _———===s eS SS SS SS Se Ss Ss SN ALF LITE (A) | 5"-6'"D 8 _j el CASEMENT | | IX6 T8G ABOVE, | | 3/0x4/6 I ve $| 2 or | TYP. THROUGHOUT | || 4'-0%5'-0" | FRAMED || DY Y 3] in © | 5'-6" FIR OR CEDAR FIRST FLOOR aA | OPENING 43 3 ~~ | | | Wet) tc 2 1 I I az QO PICTURE a | = WA — BS BYODS ODS. S ota I OOo ape POT > ~ a 3/Oxd/6 —t 2 TP] ata Pee a FENY 3-10" oY nm DINING AREA a - MANUF AE whe] | é 7 WW WOOD FLOORING -— tJ a weit | . < Be PP es ee SS SS SS SS Ses 2 ° O iS ws = Tv _ I | . (oc) QOD ° 3/Ox4/6 ans & CASEMENT (A) DS. —|__ MAIN HOUSE EXTERIOR WALL: (2) 2X4 STUD WALLS. 12" OUTSIDE OF FRAMING TO OUTSIDE OF FRAMING. INTERIOR 2X4 WALL IS BEARING WALL. —— FLOOR JOISTS ——— —— FLOOR JOISTS ——— LEGEND: LL & BEAM Ue 9 ions (A)—=—— WINDOW LETTER DESIGNATION _| 0 =a — 3/0x4/6 =— WINDOW INIT SIZE. O,_? D385 U-Eacksa mle XV i 30" lo'-o" io-0" 5-0" WINDOWS TO BE "SERIOUS WINDOWS" SERIES 125 ‘ ACER . © wv $ 4 a ; Ff AD.UST MANUFACTURERS R.O. TO ALLOW FOR I/2" FIBERBOARD SHEATHING OVER FRAMING OF : T&G CEILING Hf T&G CEILING 540! % 28-0" t WINDOW SILLS, JAMBS AND HEADERS. SEE WINDOW DETAIL SHEET A33 FOR TYPICAL SILL HEIGHT. yo HW 9 OG TRIM, TYP. ' ~ lle G i Oe re 1-0" I2'-0" q'-0" >-— DOOR NUMBER ——- ()> g ¥ in 2 FIR 1X4 FIR IXI2 TRIM TO DEPTH > O.20 min. 7 a S TO MATCH OTHER SIDE 3/Ox6/@ ~—— DOOR SIZE W) % S FIR 1X6 EXTERIOR DOORS TO BE "THERMA-TRU" SMOOTH STAR, Zz an BATTEN BEYOND ADJUST MANUFACTURERS RO. TO ALLOW FOR 1/2" FIBERBOARD SHEATHING OVER FRAMING Wi cy nie mala OF DOOR JAMBS AND HEADERS. SEE WINDOW DETAIL SHEET A33 FOR SIMILAR. 4 ra fs) ©)=—— EXHAUST VENT, SEE SHEET VIO FOR ADDITIONAL VENTING § SUPPLY INFORMATION. - SMOKE DETECTOR. HARD WIRED TO OTHER DETECTORS. C) SECTION AT BEAM SCALE: |" = |'-o" ODS. ~— DOWN SPOUT CONNECTED DIRECTLY TO TIGHTLINE TERMINATING @ DRYWELLS VHB. —— HOSE BIB NORTH SEE; GENERAL NOTE: INTERIOR WALL PENETRATIONS (SUCH AS OUTLETS, ra - VENTS AND PLUMBING) REQUIRE SLEEVES. 00 NOT CAULK. a> ) > Ss O DRAWN BY: AlD. DATE: 8-30-10 SCALE: REV DATE DESCRIPTION /4" = |'- Oo © TERRAPIN ARCHITECTS, P.c. 2010 STAIRWELL WALLS: 2 3 4 5 6 C) @) (3) (4) [ aesaenae W/ STAGGERED 2X4 STUDS. B 2\-0" 1-0" 8-0" 7. ry, 2 I2'-o" q'-0" bod Fs ar = $ 3 (aig) ees NN A q 7 Zo O26 igale - &.@ I-o"l'-0" aa © 50 iE = ia im] i | | — = = 6 = y j y = U i u : 1 fs Oz rl le - f - S\rae aes 1 9 | | | PRE-HEAT = Water lave Pr ¢ STOR AGE PLUMBED Th EXT. © all TANK FOR SOLAR / iano - = Q a 3/0x4/0 J i | _d B es C nm fees Hl |S Line oF ROOF AT i a8 3-0" AFF. . bs ze BELOW ROOF a 2 " | TREE BODY = WW a= vi 5"-6"D bs & S THIS SIDE OF THE WALL HAS N =p A HEIGHT OF 5'-0" AFF \ $ zs HALF WALL W/ Woop Teme. Saeaty Graven RequiRed iF 5 2 _MWl CAP @ 36" AFF. al aes — _ GLAMING IS LESS THA, 6" ARQUE. a6) VENT} { oz 3 — 41 as d “Tok STANDING SUREACK. Lhe oF FL Pe | ee || eo eet PEE el = L6. @ 8-0" Lge F pak | O N SHOWER T| \ | * le | STAIRS DOWN ay | (I6) 1:75" RISERS qexele ? 2lox6/@ 4i~S=xt 4° TREADS Gp) elke DECK « = | c 2 ) \i < ) ° q LINE 7 | || UNHEATED STAIR DECK LINE OF FLAT 2UBxo/2 : os i — SAFETY GLAZ, _ % met paca ; mM 1d) Lo ins i a ) a; eC | f\ CUSTOM 6 T C Me CUTOM PICTURE 3 YY DOOR I~ INTAKE @ EXTRACT VENTS th a PLACE 3' APART > 0. GUARDRAIL asl ny j (INTAKE BELOW EXTRACT) t| & > S6"AFF. _3/0x4/0 «R) a| ~ "RECOUPAERATOR" | SSreNy 5/Ox4l6 TD ENERGY RECOVERY NI | ip CASEMENT | | \ akc AK Sistace en Maduenetuces os Wraskaihartons Diastvucthins X : = : | fcwe | cstom MAIN HOUSE EXTERIOR WALL: ABOVE |PICTURE ABOVE 1) (2) 2X4 STUD WALLS, ROOF TRUSS Lim 2" QUTSIDE OF FRAMING TO OUTSIDE OF FRAMING. ¢ ¢ INTERIOR 2X4 WALL IS BEARING WALL. 6-0" - 6-0" 4'-|" lh |2'-o" GREEN th Q 2-0" “TT 8 = |e Se a wT — ¥ 7 th WINDOW LETTER DESIGNATION S) rv = 3/0x4/6 ~=—— WINDON UNIT SIZE. i ii fe WINDOWS TO BE "SERIOUS WINDOWS" SERIES 125 Sins 2 ADJUST MANUFACTURERS R.0. TO ALLOW FOR I/2" FIBERBOARD SHEATHING OVER FRAMING OF WV ro WINDOW SILLS, JAMBS AND HEADERS. SEE WINDOW DETAIL SHEET A33 FOR TYPICAL SILL HEIGHT. Day ms fe) DOOR NUMBER v a 3 i 3/0x6/@ ~—— DOOR SIZE oH oe Ww EXTERIOR DOORS TO BE "THERMA-TRU" SMOOTH STAR. 4 Oo ADJUST MANUFACTURERS R.0. TO ALLOW FOR 1/2" FIBERBOARD SHEATHING OVER FRAMING a OF DOOR JAMBS AND HEADERS, SEE WINDOW DETAIL SHEET A323 FOR SIMILAR. ()——— EXHAUST VENT, SEE SHEET VLO FOR ADDITIONAL VENTING & SUPPLY INFORMATION. é))——— SMOKE DETECTOR. HARD WIRED TO OTHER DETECTORS. ODS, ~— DOWN SPOUT CONNECTED DIRECTLY TO TIGHTLINE TERMINATING @ DRYWELLS VHB. —— HOSE BIB GENERAL NOTE: INTERIOR WALL PENETRATIONS (SUCH AS OUTLETS, VENTS AND PLUMBING) REQUIRE SLEEVES. DO NOT CAULK. NORTH ~ p Ss DRAWN BY: AID. DATE: 8-30-l0 SCALE: REV | DATE DESCRIPTION \/2" =|'-0" © TERRAPIN ARCHITECTS, P.C. 2010 RIDGEVENT VENTED BLOCKING Vs20 _” CA TP. | v | LLl | | Zjle 2 TRUSS CLIP TO TOP me | 8 , OF BEAM, TYP. Pal $8 T.0. BEAM en oe — SIDE DORMER RIDGE v bo? REF. ELEV.: 2/4" MANUFACTURERS RECOMMENDED ROOFING FELT | | BEAM 'B’ BEYOND re \/2" CDX PLYWOOD SHEATHING — 228 _PRE-MANUF. lB" LARSEN TRUSS @.24".0.6. mit os8 = BLOW-IN CELLULOSE INSULATION | mm |O 224 eas |ON_BAFELE wees TO_ALLON FOR |" MIN. AIR SPACE \ | PH |e POF POLYETHYLENE VAPOR BARRIER IX6 TSE ATTACH EACH LOFT JOIST TO TRUSS : Xe V8 IX6 T86 BOTTOM CHORD W/ (2) SDS 1/4%x2 He ck (/2" SCRENS. (TYP. BOTH ENDS) wa\ Eg | 3/4" CDX PLYWOOD (3 oe Zz & 2X4 @ 24" Gav § = e 0”. ta < as <3 \ = N z ae L L g : AR 2" GYPSUM BOARD \/2" GYPSUM BOARD 2 | |/2" ACX PLYWOOD 9 I2 W WOOD BATTENS = @ 24" 0.0. BOTH SIDES ‘a 2 YZ IX6 T&G | IX6 T&G re | | ry 2" ACX PLYWOOD | BATHROOM ay <t W WOOD BATTENS | 9 OG. ra} xt | y @ 24" OC. | | HH Zz 2X VENTED BLOCKING 2X4 VENTED BIRD BLOCKING 3/4" WOOD FLi 1 | 2 W WOOD BATTENS EE Orin 3/4" CDX PLYWOOD SUBFLOOR | | in 024" 06 4/520 | > aes 2X12 FLOOR JOIats | a HURRICAN TIE EACH hy TYP. : CLOSET I" GAP BTWN FLOOR JOISTS AND CEILING JOISTS TRUSS, TP. in 5/4 CEDAR TRIM —~ | \ | 2X4 CEILING JOISTS = CEDAR CAP PINE IX6 T&G PANELLING | 22" CDX PLYWOOD wy) T.0. SUBFLOOR METAL GUTTER = = REF. LEV, 10-0" \ (| — DOUBLE TOP PLATE 6 A | —|— TOP FLANGE —! TO. INT. TOP PLATE 5/4 CEDAR FASCIA HANGER a REF. ELEV.: 4'-II 1/4" Toi pe — 1/2" ACX PLYWooD 7 - ae || a iM MEd i i i i i i N i i i TO. INDO RO. 2xl0 CEDAR TRIM SA WwW YW TIMBER TRIM () pri REF. ELEV.: 1'-1 1/4" | eH ==s —— RE \ SAE 2 5°" POLE a > WALL CONSTRUCTION: & LINE OF 8XIO CEILING BEAM DOUBLE-COURSE CEDAR SHINGLES #1 OVER #2 W/ II" EXPOSURE Q- SHOWN DASHED. _ x2 WOOD FURRING STRIPS I5# BUILDING PAPER ba & 2" FIBERBOARD > WALL CONSTRUCTION: 8 - (2) 2X4 STUD LADDER © 24" 0.6. I2" OUTSIDE TO OUTSIDE DIMENSION — > WOOD BATTENS @ 24" OC, ay W 2x0" PLYNOOD TIES @ 48" 0.0. EACH LADDER LS t 2" ACX PLYWOOD a DENSE PACK WITH BLOW-IN CELLULOSE INSULATION SS 2X6 STUD SILL W STAGGERED 2X4 STUDS @ 12" 0, S 12" ACX PLYWOOD KK 2" ACX PLYWOOD FE Lt Q TAPE PLYWOOD SEAMS UNDER BATTENS y WOOD BATTENS 0 24" OC. > iu 86s WOOD BATTENS @ 24" OC. 3j 1 = KK Oo, x 7 fn KDDF 2X6 ¢ 2X4 OVER | Oo $ SILL SEAL. TYP. @ CONC. | FLOOR CONSTRUCTION: ty - SJ 3/4" WOOD FLOOR y tt ~ 9 ae <4 |-//2" FOAM INSULATION BTN - = <0 SuatERS CORT EN ey _| KODF 2x4 OVER SILL SEAL TYP. @ CONCRETE SLAB aoVE® REF. ELEV.: O'| 1/2" METAL FLASHING I = 4" CONC, SLAB fe Y wt an < REF. ELEV.: O'-| WOOD BASEBOARD 6" EPS-I5 FOAM INSULATION "INSULFOAM" UNDER SLAB 4 Ss \ CRINGE ONGORS: (OR : 6-MIL PE, VAPOR BARRIER mmr EQUIVALENT MEMBRANE ; CONSTRUCTION TAPE PE. p— dh, e T.0. CONCRETE TO EROh eave ~~ 2° MIN. 4" PEA GRAVEL = ini. REF. ELEV.: 0-0" ss ii 7" a is S HH |. x! | . E vy HARDIEPANEL FH li ith iI L ad SLOPE GRADE ee i: - AWAY FROM BLDG. —! 4° "ROXUL' ROCK Wool BOARD PE), Fi Hi a : , oe | : ° @ SLAB PERIMETER, TYP. ij ie Tasted B Manu puch q ( | ROOF RUNOFF TIGHTLINE ——. Ee any: ap sain 6 iiati lath tot lal | LO TO CATCH BASIN li | es R-id we, | 4 + | 4624 4" PERFORATED PERIMETER \] ia & / DRAIN TO CATCH BASIN. | “Pf Tt FOOTING TO REST ON INSULATION SS A" ON UNDISTURBED SUBSOIL, TYPICAL. DRAWN BY: AID. DATE: 8-30-10 SCALE: REV | DATE DESCRIPTION | 2" = |'- oO" © TERRAPIN ARCHITECTS, P.C. 2010 RIDGE VENT & Lu T.0, BEAM - Z, v & REF. FLEV.: 2441 1/8" BEAM © m|5> 2 tO jar s _2 g muds eZnr METAL ROOFING OVER MANUFACTURERS RECOMMENDED ROOFING FELT Ts \/2" CDX PLYWOOD SHEATHING mit ozs 2XI0 RAFTERS @ 24" OC. ny |Uzre BLOW-IN CELLULOSE INSULATION = es z O Ix T8G W/ CONTINUOUS INSULATION BAFFLE Cpeka POST IN TO ALLOW FOR |" MIN. AIR SPACE ji WALL POLYETHYLENE VAPOR BARRIER BEYOND IX6 TG ‘i Cen (ce Ix6 T&G - 3 c E 2 we Nee ROOF TRUSS INN BE\ 28 WALL BEYOND \ 2 wes ul. omecne@® EE * se Oo = \ = eo 1 R-2\ Wala. NN > | \ i ‘ a = aay Zz ai Sy tL S | N \ _ FLOOR CONSTRUCTION: . ~ O SINGLE-COURSE CEDAR SHINGLES Bia} bdo FG % 3 a re 0. SUBFLOOR pr ciet= 3/4 CDX PLYWOOD SHEATHING = N SLE rT) _— ABOVE CEDAR TRIM AND CAP ——>} Ce te i <a | BLOCKING, TO. TOP PLATE S. ~~] x. \ WOOD CAP. | A —T0-TOP PLATE = XX — REF. ELEV. 4-3 5/4" qi | _ | ~ STAIR TREADS AND 7 m \| a HANDRAIL SHOWN BEYOND. 2X6 WOOD CAP T.0. WINDOW RO. oe NGiRST REF. ELEV.: 1-1 (/4* ——— POST IN — — WALL BEYOND Y WALL CONSTRUCTION: DOUBLE-COURSE CEDAR SHINGLES #| OVER #2 W/ II" EXPOSURE AG. WRG — : x2 WOOD FURRING STRIPS L— » I5# BUILDING PAPER 0 1/2" FIBERBOARD SIDING NOT 7, 2X6 STUD SILL W STAGGERED SHOWN FOR G. L 2X4 STUDS @ I2" OC. CLARITY _ FILL WITH BLOW-IN CELLULOSE INSULATION 1 Q 22" ACX PLYWOOD i S y . ST * TAPE PLYWOOD SEAMS UNDER BATTENS —t Bi WOOD BATTENS @ 24" 00. ~-Ooprs N\ eV H KDDF 2x6 & 2X4 OVER I I wy = SILL SEAL. TYP. © CONC. Wy og "COR-A-VENT" She eee agers 2 FLOOR CONSTRUCTION: WVYE DO Ne 4" CONC. SLAB —__ a 2 cele ee 6-MIL PE. VAPOR BARRIER 5 2 < GRACE "VYCOR" OR MIN. 4" PEA GRAVEL zwHF T.0. CONCRETE (SLAB 'B’) EQUIVALENT MEMBRANE In. | REF. ELEV:: 0-1 172" TO BELOW GRADE ——— LL 3 as —lan 5 Tics & SLOPE GRADE a HARDIEPANEL _— | a ANAY FROM BLDG. . : »Z L_ STRINGERS TO REST ON SZ BOARD @ SLAB PERIMETER, TYP. —— FOOTING TO REST ON 4" SILL O ROOF RUNOFF TIGHTLINE UNDISTURBED SUBSOIL, TYPICAL. V4" SILL-SEAL. TO CATCH BASIN ——-O) 24 | 4" PERFORATED PERIMETER DRAIN TO CATCH BASIN wa AZ | DATE: 8-30-10 SCALE: REV DATE DESCRIPTION 72" = |'- O" © TERRAPIN ARCHITECTS, P.C. 2010 RIDGE VENT VENTED BLOCKING 4 TRUSS CLIPS TO TOP OF BEAM, TYP. RIDGE BEAM 'C' BEYOND Lg \. Ale | - ROOF CONSTRUCTION: > & RIDGE BEAM ‘A’ BEYOND METAL ROOFING OVER MANUFACTURERS RECOMMENDED ROOFING FELT QA. |i $s A 1/2" CDX PLYWOOD SHEATHING Urs T.O. INT. TOP PLATE 12" LARSEN TRUSS @.24" 0.6. LW rR REE ELEV, t1-6 3/4" | 2 BLOW-IN CELLULOSE INSULATION | rT EBS — W/ CONTINUOUS INSULATION BAFFLE Abe xs YX 2 TO ALON FOR MIN, I" AIR SPACE | Osos rs a POLYETHYLENE VAPOR BARRIER LT) <F7Z (avd Ee | IX6 TES | = a ¥ 9 | < Roe J eres HN VENTED BLOCKING y — |X6 T&G | 2 ta © 5 red = oO | | 820 a aly | Ga Us 4 a «<f a T.O. INT. TOP PLATE : | | a o4 REF. ELEV.: T'-6 3/4" ry NS = =p [ TOP CHORD OF GABLE END] —— 19 a | TRUSS TO BE.2X6 TO ALLON 1 S mic | FOR NOTCH FOR OUTLOOKER| + | 2X4 BLOCKING @ I6" OC. paar ooh | | THIS TRUSS BAY | | y | poh | 10/624 SINGLE-COURSE CEDAR SHINGLES PARLE INES | H : 7 W 6" EXPOSURE ——= : | | 2X6 CEDAR TOP RAIL ; | ; | ra" | DO | | | | 1 a . U “nares ¥ i | | iO) loa FLOOR CONSTRCTION: NY J | | 6 3/4" WOOD FLOOR eel ae AEA CEO ORs "DURADEK" VINYL ROOF DECK MEMBRANE OR SIMILAR _ oo fight JOISTS & YS n= 3/4" CDX PLYWOOD SUBFLOOR [| 2" GAP BTWN FLOOR JOISTS AND CEILING JOISTS e Ll a > 2XI0 FLOOR JOISTS SLOPING |/4" PER FOOT fe) 2X4 CEILING JOISTS K SINGLE-COURSE PS (| 2X4 CEILING JOISTS PERPENDICULAR TO FLOOR JOIST& PINE IX6 T&G PANELLING CEDAR SHINGLES S) 2X4. CEDAR BOTTOM RAIL — BLOW-IN CELLULOSE INULATION BEAM 'D' POLE JOISTS @ APPROX. 3'-8" OC, W 6" EXPOSURE | (J) +0. UEFLOOR —LALILL W/ CONTINUOUS INSULATION BAFFLE ABOVE CEDAR | =~ REF . ne x \ \ POLYETHYLENE VAPOR BARRIER “a % TRIM AND CAP — REF. ELEV.: 10-0 A} \ PINE IX6 T¢G PANELLING | -_ A te © Ra Camara ue ee Ma Wares LE hon | | r— eme | ot REF. ELEV.: 8-II" | BALE KK | i i i i |____BOARD AND _ | = 5 <I I fl GP va) non | — a | : —_ DOUBLE-COURSE CEDAR SHINGLES #| OVER #2 | | «= — f { } _ WIM EXPOSURE} \ IV LAL VENTED Ss — x2 WOOD FURRING STRIPS LJ BLOCKING 4-4 3/82.0 r= ae piped Ene 5/52.0 3X8 FIR WALL " FIBERBO, TRIM BEYOND _-< (2) 2X4 STUD LADDER @ 24" 06. KT RST IN HALL Bayon? aa TO OUT DIMENSION - = 5-6" POLE BEYOND -=———— TREE BODY PILASTER - 2°xlO" PLYNOOD TIES ; © 48" 0.0. EACH LADDER Th wn DENSE PACK WITH “Tye BLOW-IN CELLULOSE INSULATION 12" ACX PLYWOOD TAPE PLYWOOD SEAMS UNDER BATTENS _ LL x WOOD BATTENS @ 24" OC. — 4: ,O,.r_e ROLY ane ® 2 GER FLOOR CONSTRUCTION: Sy = SILL SEAL. TYP. @ CONC. 3/4" WOOD FLOOR ig wy pe : . . |-I/2" FOAM INSULATION B ro) COR-A-VENT _| KDDF 2X4 OVER SILL SEAL/TYP. @ CONCRETE SLAB va \ 2le 2 T.0. SUBFLOOR fi F REF ELEV. OF ID" METAL FLASHING KA 4" CONC. SLAB Van a} = . LY WOOD BASEBOARD 6" EPS-I5 FOAM|INSULATION "INSULFOAM" UNDER SLAB Sal O a in < \,__ GRACE "VYCOR" OR AL CON RICTON AEE 6-MIL PE. VAPOR BARRIER Wy 4 S T.0. CONCRETE EQUIVALENT MEMBRANE ©, MIN. 4" PEA Zz. TO BELOW GRADE — | 7 ln & REF. ELEV.: O'-0" —__ FSS ieiser oe s SEESEDEEESSSSESESESSSSSSTESSSSESS TEES SLES! SESSESESS SEES SSS SS ES SS SS SEaSsSSsas Ss SsESsSSSSaSsSs Ses SSSSeSsSsa=a=zas=s==see! ee ee ee ed 32: Ses! i © an on 'S HHH x el) FEC Oy SLOPE RADE HARDIEPANEL f= = _ | a mW! © ANAY FROM BLDG, ez! EE f iat [ HS z = 4" "ROXUL" ROCK WOOL BOARD --=i| HG am iset it Pl» © SLAB PERIMETER, TYP tte HH HAO ROOF RUNOFF TIGHTLINE yt 5/624 Be] TO CATCH BASIN « TYP. 4" PERFORATED PERIMETER DRAIN 4! FOOTING TO REST ON INSULATION ON 4 TO CATCH BASIN. UNDISTURBED SUBSOIL, TYPICAL. > A OQ NS ) | I5# BUILDING PAPER, TYP. 1/2" FIBERBOARD SHEATHING | AS RE : YE OS GE EO DV ES A fe l (t i s ob et si e EE ye t ar IX6 FURRING IX3 FURRING DRIP FLASHING BRICK MOLD TRIM 225"X2.25" DUPONT “STRAIGHT-FLASH" a je i |S a Ta e | FACTORY ALUMINUM FLANGE TAPE FR A M I N G RO . WI N D O W UN I T SI Z E FACTORY ALUMINUM FLANGE —— 2X3 CEDAR SUBSILL (FROM 2X4 W/BEVEL J ws WINDOW HEADER, TYP. ——_——— BATTEN 1/2" ACX PLYWOOD —=——— 1|/2"x2 122" FIR TRIM TYP. TOP € SIDES 1/2" ACX PLYWOOD. DUPONT "FLEXWRAP" OR EQ. WINDOW WRAP OVER 1/2" FIBERBOARD. CASEMENT WINDOW DUPONT "FLEXWRAP" OR EQ. WINDOW WRAP OVER |/2" FIBERBOARD 5/4x FIR SILL WINDOW SILL ¢ KITCHEN COUNTER ARE THE SAME AT WINDOW 'C' AND 'D' i: as) —— oe + "STRAIGHT-FLASH" DUPONT \ OVER FLANGE. 1X2 FURRING STRIP @ |I" OC, TYP. DOUBLE COURSE CEDAR SHINGLES W II" EXPOSURE —— ZE E E ee e ee : | a 3! T. 0 . CO N C , SL A B TO TO P OF FR A M I N G RO . EC B EE L ) bl e ee k ie e e o/ NN TR I E S he TR Ta h ta e es t e Th a he TC Te e tt e ei dd mG GE DG TYPICAL WINDOW SILL ¢ HEADER DETAIL SCALE: 3" = |'-0" 1/2"x2 |/2" FIR APRON 1/2" ACX PLYWOOD BATTEN * |'-O" 4" BUILDING SECTION D SCALE: 1/2" = |'-0" UNDISTURBED SOIL, TYPICA REV DATE DESCRIPTION © TERRAPIN ARCHITECTS, P.C. 2010 RIDGE BEAM 'C' BEYOND RIDGE BEAM 'A' BEYOND a [ | 2X4 FLAT OUTL 0 24" 0c / | + TN pit |_| | Te T Ti | | Ing" | | ] | NOTCH RIM JOIST 3/623 FOR OUTLOOKER \ A y WALL CONSTRUCTION: = WOOD BATIENS @ 24" OC. 2" ACX PLYWOOD TAPE PLYWOOD SEAMS UNDER BATTENS (2) 2X4 STUD LADDER @ 24" 0.0. 12" OUT TO OUT DIMENSION W 2'xlO" PLYWOOD TIES @ 48" O.6. EACH LADDER SINGLE-COURSE CEDAR SHINGLES DENSE PACK WITH | FLOOR CONSTRUCTION: W/ 6" EXPOSURE BLOWIN CELLULOSE INSULATION I 3/4" WOOD FLOOR 2" ACX PLYWOOD | 3/4" PLYWOOD SHEATHING WOOD BATTENS @ 24" OC. | 2X8 FLOOR JOISTS @ |6" OC. le 12" GYPSUM BOARD IN W LOW PERM. PRIMER SEE SECTION A3.2 FOR WO RAILING INFORMATION. > | ei i> \ FLOOR CONSTRCUTION: | > "DURADEK" VINYL ROOF DECK MEMBRANE OR SIMILAR. PRODUCIT i , 3/4" PLYWOOD SUBFLOOR it 2X6 FLOOR JOISTS SLOPING I/4" PER FOOT a ance PLYNOOD BEADBOARD | | | T T | et H i | ! SCRENS INTO EACH <7 con | TREE BODY —~ 34’) | —TIK Lt 5'-6" TREE BODY NOTCH FOR BEAM, "4 WALL CONSTRUCTION: DOUBLE-COURSE CEDAR SHINGLES #1 OVER #2 W/ II" EXPOSURE Ix2 WOOD PURRING STRIPS I5# BUILDING PAPER is 2" FIBERBOARD < 2X6 STUD @ 24" OC. FILL WITH BLOW-IN CELLULOSE INSULATION 2" ACX PLYWOOD TAPE PLYWOOD SEAMS UNDER BATTENS WOOD BATTENS @ 24" OC. Een cen el ii LI lee I EE pz a EF Ore FOOTING TO REST ON 1- 7 1 9 TA Y L O R ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 | TE R R A P I N AR C H I T E C T U R E ec | ED 7 RE G I S T E R AR C H I T E C RI C H A R D CN . BE R G ST A T E OF WA S H I N G T O N 56 6 5 —l CQ <« z ty oma’ rz TiS 0 O Q= _j & AS a} yor? x M $ Dig Z| . : gy Ht 9 aE & <b 8 +k} ee a Wl oy ao ® TT A33 DATE: RIDGE VENT A f_ Ve NG REV | DATE DESCRIPTION y | /, \I Y \ \ STANDING SEAM METAL ROOF \ Hh X =——— 5/4 CEDAR FASCIA (o> HI] |. 2X4 CEDAR CORNER BOARD 3/0x4/6 Leon fr — HALF Lite} | f SINGLE-COURSE CEDAR SHINGLES ati : l Sc Cn CH 6" EXPOSURE CEDAR RAILING. SEE SHEET A32 FOR MORE INFORMATION. S$ LUTE TL WAT rat aN © TERRAPIN ARCHITECTS, P.C. 2010 | TE R R A P I N AR C H I T E C T U R E x PO R T TO W N S E N D , WA 98 3 6 8 PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 }— — 1 - ] - 7 T 9 - F A Y L O R ST R E E T CH A R D €. N. BE R ? S ST A T E GF WA S H I N G T O N BALUSTERS NOT SHOMN FOR LT TCL CLARITY. Coco LEAP ETE LETT UE i LETT TE |. —_ 5 "-6"D TREE BODY PRE-MANJFACTURED EAT UI I HW LU HE alt HARDIE HANEL TT TET | | TOC HEIL ETE |-— CONCRETE SLAB oft TTT UOT UE Tw XC 5"-6"D TREE BODY a 5"-6"D TREE BODY EAST ELEVATION (2)- SCALE: 1/4" = |-o" Viel 2X6 CEDAR FREEZE BOARD —J a Oa Gotters 1 Passguds He oF Aw \ | 2X6 CEDAR CORNER BOARD 5/Ox4/6 SNOLE-CORRSE CEDAR SHINGLES is EMER | y AOE CTE WT) EE IT 1 9 A ——— CEDAR RAILING. SEE | INFORMATION u —# 2-1/4" BRICK MOLD | + 5"-6"D TREE BODY WINDON TRIM, TYP. | ‘At LS Le) EL = REO | <> SEE WINDOW DETAIL _ 2 cree HARDIE PANEL ct a | UU | ! PU EEE PP PTE EEE / \L pROPANE FIREPLACE VENT SOUTH ELEVATION O) SCALE: |/4" = |'-O" SO U T H AN D EA S T EL E V A T I O N S PO R T TO W N S E N D , WA 42 3 6 8 RE S I D E N C E FO R HE L E N ¢ KE E S KO L F F 53 \ 34 5 - 3 7 T H ST R E E T RIDGE VENT \ DATE DESCRIPTION J —=— | PREMANUFAGTURED GREENHOUSE STANDING SEAM METAL ROOF UN 5/4 CEDAR FASCIA HDS -_ LY A iia (RON | € el © SINGLE-COURSE CEDAR sHINeLES =| TI] | Biot ae 5/cK6/e ST Rta 6" EXPOSURE ai | Nimans ; LI i LUT TE | ai Maia Lit UW |. CEDAR RAILING. SEE SHEET i A32 FOR MORE INFORMATION. Y OW or LUE mina ~2iy tl LETT 2X6 CEDAR CORNER BOARD —+| DOUBLE-COURSE CEDAR SHINGLES PLT 21nd i II" EXPOSURE _ , a GREEN HOUSE ate | Hyoume ENG. FER Bot ————— Mo | | Giveen Wtuses Pri sk To HARDIE PANEL \ ee wp MeL I AYE LEE EEE EE EE EE oo WIT L PROPANE FIREPLACE VENT © TERRAPIN ARCHITECTS, P.C. 2010 WEST ELEVATION @) SCALE: 1/4" = |'-O" DRAWN BY: AlD. DATE: 8-30-10 SCALE: 1/4" = |- oO" TE R R A P I N 19 TA Y L O R ST R E E T AR C H I T E C T U R E ec PO R T TO W N S E N D , WA 98 3 6 8 PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 mi n — T ST A T E OF WA S H I N G T O N RI C H A R D C. eo 5"-6"D TREE BODY ——= STANDING SEAM METAL ROOF PRE-MANUFACTURED Yiu WN PSs. Va ~~ 5/4 CEDAR FASCIA ————> Y, \ - 2X4 CEDAR CORNER BOARD nal SINGLE-COURSE CEDAR SHINGLES 6" EXPOSURE ne —— TUL | y MULL THU. TUT la. CEDAR RAILING. SEE i TO TTT) in SHEET A32 FOR MORE AU NEORMATION. (OI I Ly |. 2X6 CEDAR CORNER BOARD Byccetal Loa DOUBLE-COURSE CEDAR SHINGLES MIL cre TIL TOIL WIL oo NOTE on DEAL ) ra HARDIE PANEL ON SHEET A33 FOR TYPICAL SILL HEIGHT. ee Se ee a a ee ee ee es pu ot NORTH ELEVATION o SCALE: |/4" = |'-O" NO R T H AN D WE S T EL E V A T I O N S WL i S | _| 0 Y VY Ww na $ wey - Wny Oo o| Yti+ 2 mo VeER Rens w 0 S ey>ar Ul 2 —l AY Oo LJ Qo am SHEET: DRAWN BY: ALD. DATE: 8-30-|0 SCALE: REV DATE DESCRIPTION /4" = |'- O" © TERRAPIN ARCHITECTS, P.C. 2010 @ @ @ @ ® © | | Y | 4" GAP BETWEEN SLABS Zz. rv, 3 | J TO BE FILLED WITH INSULATION. Si5> 8 [=3) 6 39'-q" | 4" 44h" ae Ss $ g | 4'-53" | Li iB 0 a | : | =r 1 i | u 1 u & ! oe , 1-64 3-54 lI-4g ea | — SIMPSON PBV6PC mires zo 5 1 STAND OFF Lr) Oz OUTSIDE FACE OF FRAMING OUTSIDE FACE OF FRAMING BASE ¢ THREADED ~wrEes | EXTENDS |-I/2" BEYOND EDGE OF SLAB 'A\ ey brupio Ae W/ EDGE OF SLAB | ROD FOR TREE BODY. bea FOE = —— — - ; : ; a pelublo S son bd wa a + iit | ~t—| — -- — —- oO CO CU = == — Sk 6" [ ID'-as" [ay is 3ql Ae) yt | QA | E. [ | | | q - ‘4 = 4Q 3!.| Pa | ie a t " an <n ti "INSIDE EAC is ey v— |8'xl8"xlO"DEEP 8 iS oS | ip EACH WAY BOTTOM. RE \ SS STHDIO | | 6'D. TREE BODY W/ : ie: SET STRAPS | 233" gs 3/4"D THREADED ROD, ny ug o> AT a" FROM = | = | # EPOXY 6" INTO POST é v & 9 EDGEOF = L | ay a 6" INTO CONCRETE. Pa 5 re ! t wt = SLAB, = 1 | = fey 7 : oe T™ SIMPSON PBV6PC 8 ef TYPICAL, ——["]] | ri | ay /~—+ SLAB 'B' STAND OFF LeTHDIO ae P | 4" CONCRETE SLAB BASE ¢ THREADED FOOTING 2'-4"x2'-4"Xl0" DEEP | | WITH 12" THICKENED | ROD FOR TREE BODY. W/ (3) #4 EA. WAY OVER EPS-34, | | see 1 Boe e paw = = 1 go Bn | "Oo. _ I ds | I2'-23 ¢ ™ | 24" 0.6. EACH WAY \ et w Fig i ‘- Ry | Sy eg 7 a : ~ — jl | SLAB REF. ELEV: OI 1/2" * —— ———— — —_—— aeenl = — ala Ts | i — 1) FO oTING WNDER i _ | = Ne . I -_ BEARING WALL iS THhlQy fl race STHDIO 54 | _sxa1 aA OVER EPS-24 — FOOTING |'-6"x3'-O"xI8" DEEP OF 4X4 POST | i a W/ (3) #4 EA. WAY OVER EPS-34 je) Ff IS [-1/2" - me a | ee BEYOND EDeE| © 7 _j - SLAB 'A' | OF SLAB, t QO. - 4" CONCRETE SLAB WITH 12" _ “ 7 THICKENED EDGE. #3 REBAR @ i 7 | | LL | ©) | _ 24" 0.0, EACH WAY OVER EPS-I5 \ | OL, _ \ | o'-63" t Our , <C | SLAB REF. ELEV: 0'-0" | g'-23" SIMPSON PBV6PC CO STAND OFF ea : _ —_ 4" ale —— BASE ¢ THREADED S L 4-49 ROD FOR TREE BODY. oO nN U_ Q 5 e 5-4" ry 2 ali INSIDE FACE S EN } i5'-24 OF POSTS, \ : 4" =19 = 4 9 $ XS 8 > — (=| GAP BETWEEN SLABS _ \ —l so gl iH ee: E a TO BE FILLED WITH INSULATION. —. If + 4-73" 5'-6}" 5! 732! 5'-62" | —=—— SLAB ¢' 4" CONCRETE SLAB WITH I2" THICKENED | ca 4s EDGE. #3 REBAR @ | - : 24" OG. EACH WAT | Tbe PLL RELA ic Q SLAB REF. ELEV: 0'-0" _ | 0 FOUNDATION NOTES S™éMi « |. DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. roe <= oi or Bos! 2. THE BOTTOM OF ALL EXTERIOR FTOS SHALL BE I8" MIN BELOW GRADE. Oi + 9 ona 3. 4" CONCRETE SLAB OVER STRUCTURAL FOAM OVER 6 MIL VAPOR BARRIER ON 6" OH 7E S OF GRAVEL OR CRUSHED ROCK OVER FIRM, UNDISTURBED SOIL OR ENGINEERED Dey < COMPACTED BACK-FILL. REINFORCE WITH #3 @ 24" 0.0. EACH WAY. yes 4. STHDXX INDICATES HOLDOWN @ END OF SHEARWALL ABOVE. INSTALL PER a 2. i, MANUFACTURER'S SPECIFICATIONS. baa O 5. PROVIDE CBQ BASE @ ALL 4x AND 6x POSTS, EXCEPT WHERE HOLDOWN OCCURS. Lee 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. NORTH st > W oO DRAWN BY: AID. DATE: 8-30-10 SCALE: REV DATE DESCRIPTION /4" = |'- OF © TERRAPIN ARCHITECTS, P.C. 2010 ) @) ©) @) ©) ©) | | | | | | | | NOTCHES INTO TREE BODY | | SHALL BE |" DEEP AND FULL | 4 | DEPTH OF JOIST. CONNECT lug | JOIST TO TREE BODY W/ (2) a Zz oe 8 TIMBERLOCK SCRENS, TYP. } — 2 | ee] UL iP <sg 2xlOs @ 16" OC. ~~ 4X4 POSTS, CNTR | Obs 5 SLOPE DOWN |/4" PER FOOT \_ BELOW POSTS ABOVE eC azk 4X4 POST \ yj @)2x4 CTRBELON N | — 2X LEDGER W (2) 245"DIA. TIMBERLOK —e228 | BELOW \ | POST ABOVE. | | | | SCREWS @ 24" O.C. INTO|STUDRIM.. NOTCH BACK SIDE ~ 7 Gee ; ' 1 | | | c OF TREE BODY POST a (0 )}— fe ee 5 Y See B ————————— | j FOR BEAM, HI) ES = () 2x8 8 = i (I) 2X8 | Z2X8\ JOISTS @ i ool Pic goe ® S S} | : | a “\ ® \ | Pet iN 7 a id . 5 ( | cdl ot WW Be WS BEAM 'E' 4x8 ag | «6 1! i Sh Ue IT oF 4. = (2) TIMBERLOCK Wie \ 5B \ BEAM 'D IT Yo - | |. wow Ms | SCREWS FROM vm zz | GLULAM 3-1/8"x12" Sp ye No Ms | 3 9 ao | , i | 1 IS el BACK SIDE OF BEAM we \Vs DECK RAILING POSTS ABOVE TO ATTAG | FLUSH 9} iz 9 : (IN 52" INTO TOP OF POST. ig ag TO RIM JOIST THROUGH FIBERBOARD, ~—b== | [™ 0 a oxn wets & Gon. 4 @ 6 TYP. ALONG WEST, NORTH AND SOUTH = jE \ | dl ot | CSlOPE DowN TT oe SIDES OF HOUSE. ry | [ _— SAET NEOIE \ | Jy af ioe 4" PER FOOT - NOTCH BACK SIDE 5 im | | , | Ay ale | A, Se | ) OF TREE BODY POST 5 | | | gh Se Beer Bete | | locals | ry 4X® UNDER WALL FOR BEAM, a} (Liye | iD Se nt pee | | | 2 AL. |_ i | yd STRINGER ATTACHED = «| — DECK RAILING POSTS TO ATTACH TO C = ee —— = — = 3 Renee ea — Seer Meee TO 4X8. SIDE OF FLOOR JOIST W/ (2) 5/8'D (2) 2x8 (2) 2x8 BEAM 6x|2 1 1 —Z2xe JOISTS @ I6" OC. = LOAD BEARING WALL ——= | 4 YL THRUBOLTS & WASHER EACH SIDE. i | J La Uh | TYP. ALONG EAST SIDE OF HOUSE. ~ | 2X10 FLOOR JOISTS @ 16" 06. | — cl sg yo 4x4P0sT | <t | SLOPE DOWN J] = oo 9/8 < I, CENTERED ” \/4" PER FOOT 2 23 [|| BELOW Fos: 2X4 CEILING JOISTS @ |6" 0.0, 9/920 S| 8 a 5 | edie O BELOW, PARALLEL i OMY i oe an D Zz AND BETWEEN FLOOR JOISTS QS Sas 33 > (B)- = , NO SLOPE, LEVEL }—— BEAM 'p' vy 998 alka == = 0) a | POST GLULAM 3-I/8"xi2" 9 4et ry NOTCH BACK SIDE OF TREE ABOVE FLUSH Sia<® | C516x4'-O" TOP PLATE TO BODY POST FOR BEAM. YY | | ae ay BLOCKING (PROVIDE (13) i | aT ao - —éd INTC EA-MEMBER? WA | O j~ 4X4 POST BELOM | S / -~ 4X4 POSTS, CTR | | | — | , BELOW POSTS ABOVE —> | | r (le) i J \ | IK at 8 a / a \ | || iv Spo (5'-lo") | = eva — S5n2 '5'-10") = |, Y hn cian ilies Male ——_ ge rl i? | kK | o | @axactreeon , Jy | HEADER oe =f *, ( a POST ABOVE. ( G@ MAIN House EXTERIOR WALL: [_ a eel | a («3 ¥ (2) 2X4 STUD WALLS. H X I2" OUTSIDE TO OUTSIDE DIMENSION. INTERIOR 2X4 WALL IS BEARING WALL. XN PREMANUFACTURED | GREEN HOUSE mi | Ug a 8 FLOOR FRAMING NOTES of iv Ti |. DO NOT SCALE DRAWINGS. REFER TO ARCH DWGS FOR ALL DIMENSIONS. 2 oF iy $ 2. FLOOR SHEATHING SHALL BE %" TONGUE AND GROOVE AP.A. RATED PANELS (EXPOSURE |, SPAN RATING 42/24). GLUE AND NAIL @ ALL FRAMED PANEL Wa H O EDGES WITH 2d @ 6" OC AND TO ALL INTERMEDIATE FRAMING @ |2" OC. Pa lit G 3. FLOOR JOISTS SHALL BE 2X JOISTS AS NOTED. TYPICAL JOIST HANGERS SHALL BE SIMPSON JB, UNO. QA A, 6H 2 4. HEADERS OVER DOOR AND WINDOW OPENINGS IN BEARING WALLS SHALL BE (|) 2x6 MINIMUM. PROVIDE (2) TRIMMER STUDS @ EACH END OF ALL ty * S HEADERS, UNO (PROVIDE (|) TRIMMER STUD WHERE OPENING LESS THAN 4'-0" WIDE). = a _ 5. PROVIDE (2) STUDS MIN @ EACH END OF ALL BEAMS, UNO. BEAR BEAM FULLY ON BUILT-UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A25 aa on % 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 Wy & THROUGH FLOORS TO CONTINUOUS SUPPORT BELON. <c 6. SW# (X'-X") INDICATES SHEAR WALL TYPE AND MINIMUM LENGTH. SEE $21] ¢ 1/622 FOR CONSTRUCTION REQUIREMENTS. 7. ALL INTERIOR WALLS SHALL BE SWI, UNO ON PLANS. &. TYPICAL TOP PLATE CONSTRUCTION SHALL BE PER DETAIL | ¢ 2/523 4, (X)OSI6 INDICATES VERTICAL HOLDOWN STRAP @ END OF SHEARWALL ABOVE. (X) INDICATES STRAP QUANTITY. SEE DETAIL 3/52.2 FOR INSTALLATION NORTH — REQUIREMENTS. IO. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. ~ > ;-~ BEAM PER PLAN L /— (4) ld FROM 2X SIDE 4 1A TO BEAM EA SIDE 2X EA SIDE OF POST TO EXTEND BELOW BOT 4 OF BEAM |2""MIN. ——| |/ \ mn a - +—} H H ns niin ae isi H ini Ho \/ 4 H +t / \ jy (4) l6d EA SIDE 2x TO POST EA SIDE fo) _! t- +H t+ +H | N —. LL os It POST PER PLAN NOTE: WHERE BEAM € POST (b)- WIDTH ARE UNEQUAL, SHIM W/ 2X OR PLYWOOD. CONNECT EA. MEMBER W/ NAILING SHOWN. EXPOSED ROOF BEAM RESTRAINT @ SUPPORT (4) TYPICAL o SCALE: |" = |'-O" 5" TIMBERLOCK SCREWS @ 12" OC. \ DUK 2X4 VERTICAL POST f FOR GREENHOUSE ATTACHMENT —~ PLAN SECTION BLOCKING FOR GREEN HOUSE 2) SCALE: |" = |'-0" w) BEAM B FLUSH FRAMED TO BEAM A. HOUSE INTO BEAM 1/8", TOE SCREW WITH (3) TIMBERLOK X 4" SCREWS EACH SIDE OF 4X. G516X4'-O" STRAP OVER AND CONNECTING THE BEAM B's. DRAWN BY: ALD. DATE: 8-30-10 SCALE: REV DATE DESCRIPTION /4" = I= O" © TERRAPIN ARCHITECTS, P.C. 2010 Ed 2) ©) ©) ©) Z\z 3 | | | | m4ji5 & | | 2. j— <9g | UO g28 | | | mf? | a | | | —«Z8& | | | mix s z 5 ;~ 4X4 POST BELON BEAM 'B' | INiVY<zrs | | W/ (i) A385 EA. SIDE TO HEADER | 6 oreo | | SELON 9 qs wie: | | a GT ve) | Re) | | HEADER (2) 2x2 | - T T i {+}— | | ; | | | _I : | —— , SS | _ i &5 a | | / SQ) 2x4 i (2) 2X4 | iT | | Wi oe L J. | | _ 2: ze | h | I = O & od |. 1" LARSEN TRUSS _ ||| 46" LARSEN TRUSS = a te a> ‘TT @24" 00. @2400. | IA | ob 1s Ln ES i ot | 8 . ye | a fede er | I YT sy if | "a & | i rh | u ‘y i war | || | ; > Cr : PROVIDE (\3) 8D INTO EACH MEMBER)", JJ} = BEAM 7 Ka | 2/20 (= Ly DFH2 4x10 |||. KP O | | 2512 | “ \ | <I x | Be | : || | \ a yee | —4 | | \ ‘i | J a | 9 v Oo | MEL \ es ZY) g Sc | ee ae - — TT | a, s+ Jog \ | it ma | | a 4X6 POST & (I) ABB “TE HA) 2x4 NN \ 4 | 1 | 2 | bo fe Z i} L il EA SIDE AT BTM. 1 vei | | aay YE] IF ee rer = ee C! 4x8 <—{ 7 -L(4) TYP. WV Lf \R 2 | ve ) ; y dQ! — =" i T. + 5 . 1 . oe — —— 0 a HEADER 4XI2 a YI 5 y, DOUBLE ROOF I \ ( | \ ) = ENN 4xé POST BELON wy / TRUSS AT + b— Aatermcs (| LIAR AEN oes BEAM ‘A 4X6 OST BELOW Ko = hon Y GABLE 24F-V4 GLULAM | | | ew oT = mW yn a \ | — | xe | A (Dd of i | be ) | /\\ rs iS) } Y Ly (|) IB {. —- | HA(Q) 2x4 | | BEAM 'B! > ] s | oo Q PREMANUFACTURED | 7 —- 4X0 ar 4 | 9 i) | QO — ——E tp ere. ae 7" | si +— ical Emr nanan Sa mh TE \ — ZY AS gai aaa ae steers _. GREEN HOUSE ROOF a rT | VIN | et = TRUSSES OVER BOTH TOP PLATES of ir | | | | p HAVE 2X6 TOP CHORD TO ALLOW rT, | i ~ | FOR NOTCH FOR OUTLOOKERS, TYP. | | | I Zz | i | i. | 2620 86 | 18" LARSEN TRUSS J|) 12" LARSEN TRUSS y | \ @ 24" OL. @ 24" 06, ; — a | | d | | SW2 (p'-45") | yay | | pom ea u S221") = ice ee ee! at Xx \ 1x XxX y Sy px] Ba) | q \ q q \ | | 9 | 8p \ \__ 4X4 POST BELOW BEAM 8B’ ~ | S W/ (|) A835 EA. SIDE TO HEADER 0 ( q ——— MAIN HOUSE EXTERIOR WALL: + (2) 2X4 STUD WALLS. ROOF FRAMING NOTES . 2 ) 4, 52 e 2 \ BELOW. HEADER (2) 2x8 DO NOT SCALE DRAWINGS. REFER TO ARCH DNGS FOR ALL DIMENSIONS, ROOF SHEATHING SHALL BE %' AP.A. RATED PANELS (EXPOSURE |, SPAN RATING 32/l6), FACE GRAIN PERPENDICULAR TO SUPPORTS OVER ROOF FRAMING PER PLAN. NAIL FRAMING @ ALL FRAMED PANEL EDGES WITH 2d @ 6" OC AND TO ALL INTERMEDIATE FRAMING @ 12" OC. . RAFTERS SHALL BE 2xXIO HEMFIR #2 @ 24" OC WHERE NOTED. TYPICAL JOIST HANGERS SHALL BE SIMPSON LSSU, UNO. ROOF FRAMING SHALL BE PREFABRICATED ROOF TRUSSES @ 24" OC UNO. TRUSS DESIGN TO BE PROVIDED BY OTHERS. SEE STRUCTURAL NOTES FOR DESIGN REQUIREMENTS. HEADERS OVER DOOR AND WINDOW OPENINGS IN BEARING WALLS SHALL BE (2) 2x® MINIMUM. PROVIDE (2) TRIMMER STUDS @ EACH END OF ALL HEADERS, UNO (PROVIDE (|) TRIMMER STUD WHERE OPENING LESS THAN 4’-0" WIDE UN.O.) PROVIDE (2) STUDS MIN @ EACH END OF ALL BEAMS, UNO. BEAR BEAM FULLY ON BUILT-UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER ASS OR LTP4 CLIPS ON EACH SIDE OF BEAM OR WITH AN AC, PO, OR LPC CAP. SOLID VERTICAL GRAIN BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO CONTINUOUS SUPPORT BELON. Swi (x'-xX") INDICATES SHEAR WALL TYPE AND MINIMUM LENGTH. SEE 52.1 é |/52.2 FOR CONSTRUCTION REQUIREMENTS, ALL INTERIOR WALLS SHALL BE SWI, UNO_ON PLANS. TYPICAL TOP PLATE CONSTRUCTION SHALL BE PER DETAIL | @ 2/923 _ REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 12" OUTSIDE TO OUTSIDE DIMENSION. INTERIOR 2X4 WALL IS BEARING WALL. NORTH Th RE S I D E N C E FO R HE L E N ¢ KE E S KO L F F 33 34 5 37 T H ST R E E T PO R T TO W N S E N D , WA 98 3 6 8 SHEET: U) NO | PANEL EDGE NAILING — RAFTER PER PLAN. \, Lorvad “vir “ e Tee : BARR RT 5 a PREMANUF. TRUSS PER PLAN [/2" ACX PLYWOOD ———= INT. SHEARWALLS @ ROOF TAPE — A35 PER SHEARWALL id SCHEDULE —~ SHEARWALL PER PLAN ———= VT 7 KA x | XV Sy 2c TAPE _— 2"xlO" PLYWOOD TIES @ 48" 0.0. W/ (3) I3I" MIN. DIA. X 1.5" NAILS INTO EA STUD mt——— SHEARWALL PER PLAN wt |/2" ACX PLYWOOD ) (WHERE OCCURS). SCALE: |" = |-O" {| 2"XIO" PLYWOOD TIES PANEL EDGE ABOVE BOT PLATE @ > | NAILING OVER 48" OC. W/ (3) II" MIN. ( ine HOLDOWN STUDS DIA. X 15" NAILS INTO . EA STUD lila a HOLDOWN STRAP PER PLAN 2'"X|0" PLYWOOD TIES BELOW TOP PLATE @ 48" 0.0. W/ (3) 131" MIN. DIA. X 15" NAILS INTO \ os r—— 1/2" ACX PLYWOOD NAILING PER SHEARWALL SCHEDULE SHEARWALL PER PLAN wr \— JOIST & HANGER PER PLAN DORMER SCALE: |" = |'-O" DECK POST PER PLAN NY NOTCH TOP OF RIM JOIST & BLOCKING FOR VENTILATION — (2) 5/@"D THRU BOLT W/ WASHER EA SIDE ST PANEL EDGE NAILING i" 2s y - a? a a = Nedra LENE\ / j vr oR me XY |" VENT HOLES \ \ @ |6" 06. a V/ fe TAPE MTL. FLASHING — |) 2X BLOCKING BTWN JOISTS \ 2x BLOCKING BTAN JOISTS A35 PER SHEARWALL SCHEDULE 2'"xlO" PLYWOOD TIES @ 48" 0.0. W (3) [3|" MIN. DIA. X 1.5" NAILS INTO EA STUD =——— SHEARWALL/ BEARING WALL PER PLAN. BEARING WALL @ DECK @) SCALE: |" = |'-O" PANEL EDGE NAILING —\ << TOP TO \ OF OUTRIGGER. -— 2X4 OUTRIGGERS | @24"0¢. | FLAT | HORD OF GABLE END TRUSS BE 2X6, TO ALLOW FOR NOTCH LAID = Ni (2) 8d EA | vy VV OUTRIGGER —/ | \ \ ye x Pee ro oO’ a /\ / AA aN V /\_/\ FE 7 XV Wa TAPE ——— A35 PER SHEARWALL SCHEDULE SHEARWALL PER PLAN —— FASCIA ——L I'-4" | 2'XlO" PLYWOOD TIES @ 48" 0.0. W (3) 13\" MIN. DIA. X |5" NAILS INTO EA STUD NONBEARING WALL TRUSS 0) SCALE: |" PANEL EDGE ° aN -— PANEL EDGE NAILING NAILING | ) JOIST & SHEATHING TAPE > \ ; hea / PER PLAN bart ; GASKET —~|| gat \= ay: | HANGER PER PLAN \ \ _ ma AR 2X LEDGER W/ (2) TIMBERLOK SCREWS EA N STUD (MIN. 2 1/2" PEN) \ \— 2"xlO" PLYWOOD TIES @ 48" 0.0. W/ (3) IB|" MIN. ——DIA XTS"NAILS INTO.~O~CS EA STUD TRANSFER @ STAIR SCALE: |" = |'-O" i DRAWN BY: AID. DATE: 8-30-10 SCALE: 7 REV DATE DESCRIPTION /4" = |'- 0" ‘ oA PLYWOOD TIES @ ‘ oh X 15" NAILS INTO KK TSF Y fi / i ‘AN J : EA STUD Sy LS © cites / TE 7 \S¥=— 1/2" Ac PLYWOOD Ut > } Ae nN 6 241 \\ VENTILATION SHEARWALL PER PLAN ne is tet | BASE TRIM ~~ NAILING PER ANC, $5213 | SAS, DRILL HOLES Ny SHEARWALL SCHEDULE 6d @ 6° 0.0. EA SIDE —\ fn 2x BLOCK ETRE EO) . \. CONTINUOUS i/ rs TAPE | p TRUSSES DRIL I. oe 2 PLYWOOD — YENI: O, D 8 SOLID BLOCKING Ee 38 a a | d PREMANUF TRUSS = IN \ / | LONG TIMBERLOK ; Lid 2 ZR \/ eee VI SK | See 9 24 06 ‘ ebge \/ \ |i \}\ . = & = id a Hy I \ (STAGGERED) wis 35 ihe tl LL) | zee = TAPE \ | [aa @ oy] oO 2 - : L Nea H 5 7 bo <= N 9 - Joist # HANGER ff J JOISTS PER PLAN PER PLAN —/ \/ JN UPPER DECK FRAMING @) SCALE: |" = |'-O" i BEAM PER PLAN ; RIDGE CONNECTIONS SCALE: |" = |'-O" SHEARWALL SCHEDULE H25 EA RAFTER SHEARWALL PER PLAN ——™ SHEATHING @ STAIR 7) BEARING WAL SCALE: |" = |'-O" PREMANUF TRUSS |PER PLAN - MAY BE rg ENTING,) — 2X BLOCKING NOTCHED FOR &d @ 6" \2" CDX PLYWOOD NAIL TO TRUSS ¢ PLATES TO ; MATCH SHEARWALL BELOW. ——\_- Ld F / g 2X BLOCK —~ lg POLYETHYLENE VAPOR BARRIER I TAPE LLILISULTILILLLLISILILLLILLILLLLILILLLSLLLLLLLLLL 2 NR | GASKE \—=|——_ 1/2" AX PLYWOOD R SHEARWALL S PER PLAN W 3 . aa Bd INTO EA STD —} il i} — JOIST € HANGER PER PLAN wa e IA ) BEARING WALL @ ROOF @) SCALE: |" = |'-o" SC / \ /~ 2X BLOCKING (MAY BE & NOTCHED FOR VENTING.) eo 2d @ 6" OL. \/2" CDX PLYWOOD K NAIL TO TRUSS ¢ / PLATES TO MATCH / SHEARWALL BELON. 2X BLOCK l SS ics ne IX6 T&G | | POLYETHYLENE } VAPOR BARRIER TAPE (— 2"XIO" PLYWOOD TIES 4 (f- ><" 48" 0.0. W/ (3) 131" MIN. DIA. X 15" NAILS INTO | EA STUD BASE | ~ 2X4 BLOCKING PLATE 4 @ 16" OC. RAILING , W/ (4) Bd EA bh | BLOCK 2" AGX ~ 1! PLYWOOD a Ve | e q TAPE YY _ | IX6 T&G POLYETHYLENE VAPOR BARRIER — BEARING WALL @ DORMER @) SCALE: |" = |'-o" &E ¢ es | RI C H A R D CN RE D R ST A T E OF WA S N I N G T O N ee Lis fb. 2 13 ut a AR G H I T S ND —l <— fe iW ‘ay | <C (Y __ > { Q) _» (/ = SN) Le cos ~-O,e S™éMit « rpks Wut) g a Ue i ane We 8S ied E ld lee 9 i ae SHEET: 92.0 SHEARWALL SCHEDULE Y@OOOO® AID. MAR SHEATHING PANELEDGE | TOP PL CONNECTION BASE PLATE CONNECTION cu NAILING AT 2x at WOOD at CONCRETE “REV | DATE DESCRIPTION | "= I+ O" SW1 1/2" PLYWOOD 8d @ 6"0C A35 @ 24"°0C 16d @ 6"0C 5/8"O A.B. @ 48"OC © TERRAPIN ARCHITECTS, P.C. 2010 SW2 1/2" PLYWOOD 8d @ 4"0C A35 @ 16"0C 16d @ 4"0C 5/8"O A.B. @ 32"0C sw3 4) 1/2" PLYWOOD 8d @ 3"0C A35 @ 12"0C 16d @ 3"0C 5/8"O A.B. @ 16"O0C sw4 4) 1/2" PLYWOOD 8d @ 2"0C A35 @ 9"0C (2) ROWS 16d @ 4 1/2"0C | 5/8"O A.B. @ 12"0C o sws (6) 1/2" PLYWOOD EA SIDE 8d @ 3"0C EA SIDE A35 @ 6"0C (2) ROWS 16d @ 3"0C 5/8°O A.B. @ 16"OC : swe) || 1/2" PLYWOOD EA SIDE 8d @ 2"0C EA SIDE HGA10 @ 8"0C (2) ROWS 16d @ 2"0C 5/8"@ A.B. @ 12"0C : : = TA Y L O R ST R E E T 4) BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 6"0C. | TE R R A P I N AR C H I T E C T U R E ec PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 = @) 8d NAILS SHALL BE 0.131"@ x 2 1/2" (COMMON) - 16d NAILS SHALL BE 0.135"@ x 3 1/2" (BOX). | s (3) EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS 2x OR LSE al] ‘PER SCHED EDGE NAILING WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3” x 3" x 1/4" PLATE WASHERS. —s OVEREASTUD- ++——PLYWOOD JOINT MM ae Pd (4) 3x STUDS OR DOUBLE STUDS NAILED TOGETHER BASE PLATE NAILING ARE REQUIRED AT ABUTTING IGANAILING EES. NAILER : | ck PANEL EDGES OF SW3 & SW4. SEE DETAIL B. x i = (5) 3x FOUNDATION SILL PLATES AND 3x STUDS ARE REQUIRED FOR SW5 & SW6. 46d NAILING vg ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL. PER SCHED ~ 8 () TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEAR WALLS AND ALL END STUDS JR 2 SHALL RECEIVE PANEL EDGE NAILING. (7) ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. DETAIL A DETAIL B LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTOR's OPTION. (9) A 2x NAILER ATTACHED BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTOR's OPTION. we SY I 1 SHEARWALL SCHEDULE a WK 1 Bw SCALE: 1" = 1'-0" —t _| QO I He av << BLOCKING -PANEL EDGE NAILING OF SHEARWALL BELOW ———_ Y & BETWEEN JOISTS —, aan a aq i oe (4) 8d INTO EA BLOCK i oe 7 aa _ JOISTS PER PLAN 4 es Lo L ia \ le Te Nera | ae | ; | . TOP PLATE CONNECTION A35's —| it (1) JOIST BAY OF | : a Ps ee, | 2x BLKG @ 48"0C a ——— fH | ° ae ee: oo PANEL EDGE NAILING ————-__ (2)16d TOE NAILS A \.__ (216d TOE NAILS EACH JOIST ——“ | EACH JOIST SHEATHING PANEL JOINT PANEL EDGE NAILING ——————— is — Pes Ss 22 BLOCKING __-— BOTTOM PLATE CONNECTION —~___ ~~~ 2x BLOCKING BETWEEN sTups —~ | ; —— BETWEEN STUDS _ Oe Se ee __—~ PANEL EDGE NAILING | a ~ ee i ae oe te 7} 84 5 37 T H ST R E E T PO R T TO W N S E N D , WA 48 3 6 8 RE S I D E N C E FO R HE L E N ¢@ KE E S KO L F T ~ NOTE: 7 BEARING WALL SHID CONNECTIONS. NOT OTHERWISE NOTED. NON BEARING WALL TYPICAL SHEARWALL CONSTRUCTION 9 — SCALE: 1" = 1'-0" oD | , __» CS HOLDOWN STRAP PER RID —Ty 77. St~<CSCSY rs PLAN w/ (13) 8d EA END aaa AA OF EACH STRAP QUANTITY 8-30-10 4 | INDICATED ON PLAN aO~ we SHEARWALL PLAN ——_ {1 Eb 4 N in _REV DATE DESCRIPTION ~ I" = | O" ~ ae | b * — =f © TERRAPIN ARCHITECTS, P.C. 2010 = ° | \ | \- / Ww ° \ \ | at Ff Vl \/ ~ ql FULL WIDTH VERTICAL O~ AL _ i —@& (1) PLYWOOD PANEL EDGE NAILING : GRAIN 2x BLKG TO lS PER SHEARWALL SCHEDULE 1] — MATCH HOLDOWN STUDS ha SI i @) BASE PLATE NAILING PER ¥ JOIST DIRECTION ‘-) 4 WZ SHEARWALL SCHEDULE Zig 8 PER PLAN —~ L + - a—~ — iS 3 | , " z<o Sa | af @ — SHEARWALL PER PLAN @ 164 @ s'0C Rs 5 b 28 | 2 moe i | eee S— ——— om |r oes eee ae arene WHERE Occ uas. WREP — SHEARWALL PER PLAN — Ric kee =) FE STRAP(S) AROUND BOTTOM | | a OF HEADER OR BEAM | ~~ 7 Lo \ / / | \ / | 5 & Wr, A h 2 \ rh ne — = TYPICAL CS HOLDOWN STRAP 3 PSHEARWADL STHERWISE SCALE: 1" = 1'-0" PROVIDE 16d @ 12"0C ————— ee a A _~— yp = a INTERSECTING WALL — ? / tort / 1h ee OD OLANTITY (SEE BELOW IF SHEARWALL) « Ly it ee | PER PLAN 4 “AV / /) a4 +r TYP SHEARWALL INTERSECTIONS q = ; ; - a SCALE: 1" = 1'-0" 1 x his SHEARWALL PE fc . PER PLAN : - | 7 J 2 VU) & 77 | — Q la << _ | Sf | WG a | QO oA WA | 4 RIMJOIST — a _- €816 STRAPS w/ (26) 8d PER Ty STRAP (EQUALLY ae SPACE NAILS) iE ae MATCH STRAP QTY ' HOLDOWN ak | | WITH STRAPS ABOVE STRAPS PER fe : | PLAN - WHERE af | | STRAPS EXTEND ok io | PROVIDE STRAPS PAST HEADER, At af = | AT EACH END Ir WRAP STRAPS a a! | OF HEADER —i AROUND BOTTOM aE a | ~O,.e OF HEADER & NAIL . a ro | x mee Cpe s Wi LL S/S ay / : AVES Ww HEADER ——~_ ‘te a & i” to 2 4 i: pees ie a ak / | —— i. U4 es iy WALL OPENING ~~ / ak § PER PLAN | = —NAIL STRAPS — | 11 TO TRIMMERS ee: ———— hee - HOLDOWN STRAP @ WALL OPENING NOT USED = SCALE T= 1-0" 4 SCALE: 1" = 1'-0" 2 S 2 2 | |>RAWN BY: CS16 x 30" w/ (24) 8d 7 spas i EVENLY SPACED y . Va z Z oN ‘ ‘| | re 30-10 TTT iii cone F = | REV | DATE DESCRIPTION VARIOUS SEE BELOW FOR | HTP37Z INSTALLED PER 3 ADDT'L REQMT's _ MANUF. REQUIREMENTS © TERRAPIN ARCHITECTS, P.C. 2010 \ | ;— SINGLE TOP PLATE + FLUSH BEAM OR | _! / | al HEADER PER PLAN : Pa 3 4 | 2 | a AW Zl mt & th. ; Pui $8 AT FLUSH BEAM OR HEADER a ~v UO & -§ megs SINGLE TOP PLATE SPLICE - NONBEARING WALLS wr ses a 4) An — [e) poet TYP DOUBLE TOP PLATE A35 @ EXT WALLS ONLY SCALE: 3/4" = 1-0 W|Vzee PER DETAIL 3/S4.0 OMIT @ HEADERS < 6'-0" Pee 25E oN, 16d @ 12" 0C 7 Ree s J /(8)16d @ 4" OC STAGGERED ELSEWHERE = 7 a? / ATEACH SIDE OF ga FtICES. TP TOP CHORD SPLICE — G / ‘3 T | L rT 7 l T | T T 7 | 7 ] r r a T 7 TO J ; Fs st EE Et ee ee g | | % 52 1E SEE nN NEUE BOTTOM CHORD SPLICE - (6) 16d EACH END—~_ | BEAM OR HEADER | i eee | =e Lal WHERE OPENING IS LESS Ay } | MULTI-STUD PER PLAN : A eAE eC TUD UNG | ty J MULTI- 1) BEARING STUD, UN van | NAILING PER GENERAL NOTES a oo EE EEN Soe 7 = = sy | DH i ~y Ld TYPICAL HEADER SUPPORT (“7 SPLICES TO OCCUR @ G yf SCALE: 1" = 1'-0" of, ~ _ | a TYPICAL TOP PLATE SPLICE q = SCALE: 1" = 1'-0" 2 “2 (Y ane f—- WALL ABOVE (WHERE OCCURS) ——_| —" 8d @ 6"OC ALONG _— BLOCKING/RIMJOIST NOTCH ROOF RAFTER TO LENGTH OF BEAM OVER SHEARWALL - ALLOW FOR OUTRIGGER. pane) Eng (\ ALIGN WITH FLUSH BEAM )edees NAILING | | gf | eal HL Q AEC OC OC ONAL mI hk 5,8 | rr dul [| /\\ /\ /\ || / ROLYBTHYLENE \ / Ha UW \— FASCIA YZ LLL Letty dt / \/ \/ \, A VAROR’ BARR] I © im 2 $ — CEFEEFERH eee fal Win & | Neg Ke 2 Meas y \e _— ! 3 LL +z FLUSH BEAM ) — g g g z te z are = : in \Z = Te PER PLAN EQUAL ,| | EQUAL — SHEARWALL ae: : | Qa 02 . / PER PLAN gus 7 _ xf S HORIZONTAL STRAP SHEARHALL PER FLAN eff fiak PER PLAN, NAIL TO CSI “1 6 TOP PLATE PRIOR / 1/2" ACX PLYWOOD ———= Ss \ Wt Qo TO PLACING BEAM — on: er" ‘\ \ SHEET: EXTERIOR NON-BEARING WALL - RAFTERS Y PICAL DRAG STRUT STRAP 5 SCALE: 3/4" = 1'-0" 3 on. < SCALE: 1" = 1'-0" =. ¢ POST & FTG 12" REBAR, EPOXY 6" INTO POST & 6" INTO CONCRETE SIMPSON PBV6PC — \ STANDOFF BASE TREE BODY POST aa PER PLAN (2) #4 TOP & BOTTOM . ; We Te os 1-0" DECK POST FOOTING SCALE: 3/4" = 1'-0" 3 BEARING WALL /— 5/8'D AB@ 48" O.. iy | i (— SLAB @ REINFORCING A PER PLAN FECES r= eri ee PA ee —— e e e e = oe - US a oe it ttjt ttt To Corr — TYPE EPSI5 STRUCTURAL -\ FOAM BELOW SLAB 4" E 4 | _|-o" 4 (TO MEET ASTM D6817) (2) #4 CONTINUOUS TYPE EPS24 STRUCTURAL FOAM (TO MEET ASTMD6817) BELOW CONTINJOUS FOOTING. | SEE PLAN FOR FOAM BELOW POSTS. TOP & BOTTOM INTERIOR BEARING WALL @) PT SILL PLATE W/ ANCHOR BOLTS PER [// SHEARWALL SCHEDULE (5/2'D @ 48" 00. ||| SCALE: |" = |'-O" m——— SHEARWALL PER PLAN mt——— PANEL EDGE NAILING AT HOLDOWN STUDS ——— HOLDOWN STRAP WHERE OCCURS PER PLAN CORNER BARS TO MATCH CROSS WALL HORIZ REINF - ;~CORNER BARS TO MATCH EXTERIOR HORIZ REINF \ 4 | | SS SS <a, ae N\ / __/ / \ / |_-—TYP CORNER ADDITIONAL —’ BARS 24" | VERT BARS a é ef CROSS WALL | | i / a 4 /\ = | DRAWN BY: ALD. DATE: 8-30-|0 SCALE: REV DATE DESCRIPTION VARIOUS © TERRAPIN ARCHITECTS, P.C. 2010 | CORNER BARS TO MATCH CROSS WALL HORIZ REINF (ALT HOOKS) > -— G Z\e ~-CORNER BARS TO SF oy \) e | MATCH HORIZ REINF pl NO Te | | moe 2 =ae 2 — od |r 8:8 . | Ly eee / =: \ R4i< Foz \ TYP CORNER | \ /| |} BARS 24" — ADDITIONAL | VERT BARS ‘| 2a] = F a E & o -CROSS WALL 4 @ i : 5 | rs | | 5 | | = IA SINGLE CURTAIN TYP CORNER BARS @ CONC WALLS & FTGS 4 DOUBLE CURTAIN SCALE: 1" = 1'-0" SEEPLANFORSLAB —;— 1/8"x1 1/2" PRE-MOLDED THICKNESS AND | CONT MASTIC JOINT STRIP REINFORCING, TYP —) | JOINT MAY BE SAW CUT || ATCONTRACTORS OPTION SECOND POUR FIRST POUR = » SEE PLAN FOR SLAB THICKNESS AND REINFORCING, TYP — f~ BURKE "KEYKOLD" | JOINT. STOP REINF 1" CLEAR OF JOINT EACH | SIDE | ; if | | rt | e e a - e e ; e e e | SEC IOC I Ra ea See EEA Pee ORO OOOO OO OOO ON OO On OOO Oe eee KQED GCG —<OUEUCEU EU Gi UU UU Ube SLXYOOY SOLS SSS HHOHHLAMYMH A OHH} CUT ALTERNATE | LL PLASTIC VAPOR BARRIER “____ BLASTIC VAPOR BARRIER FILL PER PLAN PILL PER PLAN CONTROL JOINT CONSTRUCTION JOINT TY P I C A L CO N C R E T E ST R U C T U R A L DE T A I L S BLSehrERE) i Pp ~— 12 TIES @ 48" OC. W/ 3 &d INTO EA STUD [a NAILING PER ( 2 be \ HHS | SHEARWALL SCHEDULE LE aa EERE EEE EEE FH CEA \ — ~ Vi / T wi \ L s % Sa asec £1 = ln S % ro) p 2 CLR x | = ™ z 2§ 2" CLR TYPE EPSI5 i 1 o STRUCTURAL FOAM e ON] (TO MEET ASTM D681) N <i (2) #4 CONTINUOUS TOP ¢ BOTTOM ne 4 TYPE EPS29 STRUCTURAL FOAM | (TO MEET ASTMD6817) | BELOW CONTINUOUS FOOTING. | SEE PLAN FOR FOAM BELOW POSTS. THICKENED SLAB EDGE @) SCALE: |" = |'-o" PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQ FT OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. TYPICAL SLAB JOINTS y) SCALE: 1" = 1'-0" a RE S I D E N C E FO R HE L E N € KE E S KO L F F 55 ) 34 5 31 T H ST R E E T PO R T TO W N S E N D , WA 92 3 6 8 SHEET: 52.4 CRITERIA 1. ALL.MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2006 EDITION). 2. DESIGN LOADING CRITERIA poor ine LOAD (RESIDENTIAL)........................ 40 PSF LIVE LOAD (RESIDENTIAL. 40 PSF GUARBRAILSIBALCONY RAILS CONCENTRATED LOAD . “ae ee SNOW LOAD. ey RAL SYSTEM: FRAMED SDC D, le=1.0, eri3e pbs Sosa oI SD 1=048, Ce Ce=0.135 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL Ce ee FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURAL ee UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & THE METHODS TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE SS ML a ie THE Sa eis ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRE EPORT ANY. LTH OR Scrat OF THE OWNER, CONTRACTORS, OR OER RENTITIES OR PERSONS AT THE 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING ee eS ape aH & STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR RUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS: CONNECTOR PLATE WOOD ROOF TRUSSES REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT & WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY E Neer. _ RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS Eee ary SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRE CAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A Be Boece AND ONE C COPY: REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. eeu ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS Se OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DO: 'S ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED ¢ BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. GEOTECHNICAL 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 BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED coeue UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS BACK FILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE oon PRESSURE aioe oii bs ii coca ec eean vas ossaviess PSF LATERAL EARTH PRESSURE NED/UNRESTRAINED) .......... Sep PCF/35 PCF COEFFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 ) ...0.3 12. See wena GEOFOAM SHALL BE MANUFACTURED BY INSULFOAM, LLC. GEOFOAM INSULATION ELOW BEARING FOOTINGS SHALL MEET ASTM D6817, WTIH MINIMUM COMPRESSIVE RESISTANCE AT 1% DEFORMATION AND AN APPLIED FACTOR OF SAFETY OF 1.5 AS FOLLOWS: EPS 39 .......... 15.0 PSI EPS29 .......... 10.9 PSI EPS 15 .......... 3.6 PSI MANUFACTURE AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH PROJECT SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS. PANELS SHALL BE CONNECTED WITH URETHANE ADHESIVE AS APPROVED BY THE MANUFACTURER. CONCRETE 13. CONCRETE SHALL BE MIXED, PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI'301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28- DAY STRENGTH OF fc = 2,500 asi AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS ¢ OF. CEMENET PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 14. ALL CONCRETE WITH SURFACES EXPOSED TO ron ae WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT ear. Ay neee C260, C494, AND C618. TOTAL AIR CORTENT FOR FROST-RESISTANT CONCRETE SHALL A ook DANCE EWI Mire 1904.2.1 OF N GODE . EXP! OSED NCRETE A COMP PRESSIVE STREN GTH OF 3000 PSI. NO SPECIAL INSPECT ION IS REQUIRED FOR 3000 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. 15. REINFORCING STEEL SHALL CONFORM TO eee A615 Sek eager $1), GRADE 60, = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT HALL’ BE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy = ‘$0,000 PSI. 16. REINFORCING eee SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE Lill. ant Rare nn D 318-02. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR R BAR AND SMALLER 40 BAR BARS SHALL BE MADE IN ACCORDANCE WITH Nok 516-00 ig B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CONCRETE (continued) 17. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH ...3” FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) Hig AGE SOS 3 GSS SOS 2 FORMED SURFACES EARTH OR WEATHER (#5 BARS OR P) sos insets Trade.» atte #3213 4-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS ................ ccc cece cere cence eee e er eeneees 4-1/2" SLABS AND WALLS (INTERIOR FACE) ..............00eceeeeeees GREATER OF BAR @ PLUS 1/8" OR 3/4" 18. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRE-CAST ANCHORAGE 19. EXPANSION Sen INTO Sayin aN & CONCRETE MASONRY UNITS SHALL BE WEDGE-ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY & INSTALLED IN STRICT CONFORMANCE TO ICC-ES ESR-1772 gett ie oe EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MA NITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION LOADED IN TENSION. 20. EPOXY-GROUTED ITEMS (THREADED RODS OR RS BoA rat Serer ises on) — ate SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPOXY E SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE With, CBO | REPORT? NO. ERao7S, SPECIAL RSE ee OF INSTALLATION IS REQUIRED. THREADED RODS SHALL BE ASTM A-36, UNLESS NOTED WOOD 21. FRAMING oe oat BE KILN apie oe MC-19, & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM SYANDARDS: JOISTS AND BEAMS: (2x & 3x MEMBERS) HEM-FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (4x MEMBERS) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI LARGE BEAMS: (INCL. 6k AND LARGER) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, ge = 1350 PSI POSTS: (4x MEMBERS) DOUGLAS FIR-LARCH NO. 2 MINIMUM BASE VALUE, Ne = 1350 PSI (6x AND LARGER) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING DOUGLAS-FIR-LARCH NO. 2 21. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM & AITC STANDARDS. EACH MEMBER SHALL BEAR AN A.L.T.C. IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION Is REQUIRED | PRIOR TO COVERING GLUED LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS F R COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS a COMBI N 24F-V8, Fb = 2'400 PSI; Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,500' AOUS, UNLESS SHOWN OTHERWISE ON PLANS. 22. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL Il, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING i. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/ REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 23. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR 2) LAYERS OF ASPHALT IMPREGNATED 2 ING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONR’ 24. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD ae ay ioe OR C9 FOR beat, D. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TOA E TENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALLE BE TREATED TOF A RETENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT GALVANIZED PER ASTM A653. FASTENERS AND TIMBER Peonaceer IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL 25. TIMBER CONNECTORS CALLED OUT_BY LETTERS AND NUMBERS Tate BE EER’ G La SPSON COMPANY, AS Sn ea IN THEIR CATALOG NUMBER C-2007. EQUIVALENT DEVICES B MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC-ES APPROVAL E FOR EQUAL OR GREATER ‘OAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY ACEO ee SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJl JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH “ITT” SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS ee Ub eet a SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS 26. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131" 10d 3" 0.148" 12d 3-1/4" 0.148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL FES a ral od Ly STRUCTURAL ENGINEER (PRIOR TO en ALS) FOR REVIEW AND APPROVA\ D (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OFS SHEATHIN WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS INWOOD MEMBERS SHALL CONFORM eh aie A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE OT REQUIRED FOR 3/8"@ AND SMALLER LAG SCREWS. 27. WOOD FRAMING NOTES—THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS NOTED OTHERWISE, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. GOORDINATE THE SIZE & LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL B. WALL FRAMING: vig Fe) gt a DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 24" OC, UNLESS pac), oa ee STUDS SHALL Ge PROVIDED il THE END OF ALL WALLS & AT PACH SIDE OF os ae AT BEAM OR La EARING LOCATIONS. TWO 2x6 HEADERS SHALL BE PROVIDE PRALL OP OPENINGS IN BEARING WAL rie NOT ERIS NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOOR Bree tae CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL sTUD WALLS ALL BEARING WALLS SHALL HAVE A. Porn are AND SINGLE BOTTOM PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, & TOENAIL OR re NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" OC & LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d @ 4" OC EACH SIDE OF JOINT. REV DATE DESCRIPTION DRAWN BY: AID. DATE: 8-30-10 SCALE: \/ "i. e oO" © TERRAPIN ARCHITECTS, P.C. 2010 WOOD (continued) ELOOR AND AGHA ET PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT ae OVER MORE THAN HALF THE JOIST LENGTH & AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS NOTED ( OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL paid 70 SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS ITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. Parte a MULTI-JOIST EAMS TOGETHER WITH TWO ROWS 16d @ 12"0C SLi are pba eta ne PLANS, PLYW OD ROOF DIGULAR TO SUPPORTS AND NAILED AT 6"OC WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS & OVER STUD Sore AS SHOWN ON PLANS AND @ 12"0C TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED YYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF ae EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL B ET OGR k Be WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ae ard RO SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"0C, UNLESS NOTED ALL STUD WALLS SHALL aaa THEIR LOWER WOOD PLATES pera TO WOOD FRAMING BELOW WITH 16d NAILS @ 6"OC, OR ATTACHED TO CONCRETE BELOW WITH 5/8°@ ANCHOR BOLTS cl EMBEDDED 7" MINIMUM UNLESS NOTED OTHERWISE INDIVIDUAL MEMBERS OF BUILT-UP SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12°0C. party ae OTHERWISE, Oras WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS & PLATES WITH NO. 6 X 1-1/4" TYPE S OR W Screws 8"0C. EG NOTED OTHERWISE, 1/2" oA RATED. SHEATHING, SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR VERTICAL SURFACES WITH 8d NAILS @ 6° AT PANEL EDGES & TOP & BOTTOM PLATES (BLOCK UNSUPPORTED EDGES) & TO ALL INTERMEDIATE STUDS & BLOCKING WITH 8d NAILS @ 6"0C. ALLOW 1/8" SPACING AT ALL PANEL EDGES & PANEL ENDS. ed Zi 8 m4 | DG 6 538 SEI EEgS ARES SP wi I) Eee aa: | ST R U C T U R A L NO T E S 33 3 34 5 - 3 7 T H ST R E E T PO R T TO W N S E N D , WA 94 2 3 6 2 RE S I D E N C E FO R HE L E N € KE E S KO L F F SHEET: ] (| SEE FIRST FLOOR 7 CTRICAL PLAN [ [ 9 nee My ELECTRICAL SYMBOL KEY LOW VOLTAGE, RECESSED, DIRECTIONAL LIGHT SURFACE MOUNTED CEILING LIGHT FIXTURE SURFACE MOUNTED CEILING FLOURESCENT LIGHT FIXTURE EXTERIOR SURFACE MOUNTED CEILING LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE EXTERIOR WALL MOUNTED LIGHT FIXTURE RECESSED CAN LIGHT FIXTURE EXTERIOR RECESSED CAN LIGHT FIXTURE 4' LONG, 2 TUBE FLUORESCENT bd LIGHT FIXTURE =—— —_UNDER-CABINET FLUORESCENT LIGHT DUPLEX ELECTRICAL OUTLET DUPLEX ELECTRICAL FLOOR OUTLET SWITCHED DUPLEX ELECTRICAL OUTLET DUPLEX ELECTRICAL OUTLET W GROUND FAULT INTERRUPT WATERPROOF DUPLEX ELECTRICAL OUTLET LIGHT SWITCH DIMMER SWITCH 3-WAY SWITCH 4-WAY SWITCH 3-WAY DIMMER SWITCH CABLE TV HOOKUP TELEPHONE LINE #| TELEPHONE LINE #2 PAIRED R66 COAXIAL CABLE PAIRED CAT 5e HARD-WIRED SMOKE DETECTOR EXHAUST FAN NOTE: PROVIDE ALL ITEMS SHOWN ON ELECTRICAL PLANS ¢ ANY ADDITIONAL ITEMS REGUIRED FOR COMPLIANCE WITH ALL APPLICABLE CODES. PROVIDE WIRING GB o M m U w gO o S G @ A L B A R R A P T I E G E G F H S FOR ALL EQUIPMENT § APPLIANCES SHOWN ON PLAN. *RECOUPAERATOR" ENERGY RECOVERY VENTILATOR GENERAL NOTE: INTERIOR WALL PENETRATIONS (SUCH AS OUTLETS, VENTS AND PLUMBING) REQUIRE SLEEVES. DO NOT CAULK. DATE DESCRIPTION DRAWN BY: AlD. DATE: 8-30-|0 SCALE: /4" = |'- O° © TERRAPIN ARCHITECTS, P.C. 2010 H || || || || [| || I || || || || O || || I | || | || || || || || || NORTH TE R R A P I N AR C H I T E C T U R E ec PO R T TO W N S E N D , WA 98 3 6 8 71 9 TA Y L O R ST R E E T PH O N E : (3 6 0 ) 37 9 - 8 0 9 0 RI C H A R D C. N . BE R G ST A T E OF WA S H I N G T O N a | 56 6 5 EL E C T R I C A L PL A N S RE S I D E N C E FO R : HE L E N ¢€ KE E S KO L F F 33 5 34 5 31 T H ST R E E T PO R T TO W N S E N D , WA 48 3 6 2 mo O lDRAWN BY: AID. DATE: 8-30-l0 SCALE: REV DATE DESCRIPTION | \/4" = |'- oO" © TERRAPIN ARCHITECTS, P.C. 2010 y Z| bad |) 4 Auli $s Obs? reas w |r ss? > wi LL) EE Z 5 zo E+ |< £oz a TMS LI im} 1 ; 1 ; r SUPPLY | (BEDROOM BELOW) L _ r}-----— . 7 b esl Zz SUPPLY 1 i I 1 LU _ > (BEDROOM BEL { ' 0. ry NS = AUST IN | Zz (BATHROOM () H 1) rT Oo BELIOW) ! = ———__ | —————| HL o EXHAUST ( = 7 4 Oo oa oe oS Ui Ac S| O J I - = | 4 << -——D LINES TE SUPPLY _ VENTS BELO LL (LIVING ROOM BELOW) lade i iO) Ha \ WS) CO im = pewet E (KITCHEN BELOW) = EXHAUST falta N = EXHAUST # INTAKE PORTS nee MIST BE SEPARATED BY 3'-0" SOLID LINES DENOTE VENTS ~ IN ROOF TRUSSES ABOVE — ‘ "RECOUPAERATOR'" {_ Q ENERGY RECOVERY VENTILATOR amr RS QO,_s Sas ¥ 7 io I is : Na S) M4 $ | ui WI SN = Sts 2| in FE ll NOTE: Oo“E ® THIS IS A SCHEMATIC PLAN ONLY. SUPPLY VENTS ARE INSTALLED IN Dy < WALLS, EXHAUST VENTS ARE INSTALLED IN CEILINGS. Nd A S Zz. \@) GENERAL NOTE: INTERIOR WALL PENETRATIONS (SUCH AS OUTLETS, Lu 7 VENTS AND PLUMBING) REGUIRE SLEEVES. DO NOT CAULK. Tf 4 S a NORTH ~ <I