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HomeMy WebLinkAboutBLD10-075 - drawings PORT TOWNSEND, WA 98368 NIA P.O. BOX 10674 SENERAL NOTES VIE IN| TY MA BAINBRIDGE ISLAND BUILDING CODE: Cc — WASHINGTON 98110 TE Sood MERIAL CEA. CODE RG AS AM GY Loca. Ime 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF ee ran oe-baa-yoa INSULATION AND MOISTURE PROTECTION THE RUN, ENCLOSED SPACES ia L + 206-842- L 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, Z GENERAL ee en a : INFOoLARSENARCHITECTSAIA.COM MAINTAIN |" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION RIOO|./2, Q” INSULATION BAFFLES TO EXTEND e" ABOVE BATT INSULATION R6028 # RICOZ/4. 21st | ee eee ee eee Ae oe eee 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE /\ eeeistereo FACE-STAPLE FACED BATTS LINE OF DWELLING UNIT SEPARATION. Z TA 4 FRICTION-FIT UNFACED BATTS 8 Fi = USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS ES f R-IO INSULATION UNDER ELECTRIC WATER HEATERS. UNDER STAIRS SHALL COMPLY WITH IRC SECTION R3/I.2.2. 1200 |” hag J INSULATION MATERIALS -_ Sle ONL _-Clayeland si INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME-SFPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R602.2| ea f TESTED IN ACCORDANCE WITH ASTM E 84 LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS ae . — is EXCEPTIONS: SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL {oth : > a £th SI PERMIT SET |. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME-SPREAD AND SMOKE-DEVELOPEMENT FIREBLOCKS SHALL BE MAINTAINED. 2 . aah LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED 5 - of Christ A IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. s< 2 2. CELLULOSE LOOSE-FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING DOORS, WNINDONS AND SKYLIGHTS 2 5 WITH THE REQUIREMENTS OF IRC R3/6.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE-DEVELOPED ae oe] “s a: es INDEX OF NOT MORE THAN 450. 48th St INFILTRATION CONTROL GENERAL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, FENETRATIONS IN FLOORS, ROOFS AND WALLS 4 AND ALL SIMILAR OPENINGS SHALL BE SEALED, CMLKED GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. ge a) ace BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF S VAPOR BARRIERS / GROUND COVERS , 2 a AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN 5.7 SQ. FT. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR - ENCLOSED eee be ge Pe! 7 7 Sele paes eS ae Eu eee) OPENING HEIGHT OF 24". FINISHED SILL HEIGHT SHALL BE MAXIMUM 44" ABOVE FLOOR. FS Oe a aNe IN ci OE GDAGLE. THE GROINE COVER SHALL BE SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE . OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. REQUIRED FER IRC SECTION R208.4 : ‘ c zs Wp) WALL FLASHING |. SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AND PANELS IN a 2 SLIDING # BI-FOLD CLOSET DOOR ASSEMBLIES teth Si “16th St : APPROVED CORROSION-RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL 2. STORM DOORS SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM - LL] pe Te sapscckegs ys SO gt erie peer ree ENCLOGURES erie 5 ” Elementary a km IO PREVENT ATER FROM REENTERING THE EXTERIOR WALL ENVELOPE, APPROVED CORROSION-RESISTANT 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE ~ i ° Yp) Ze, FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 4. OF A DOOR IN THE CLOSED FOSITION ¢ BOTTOM EDGE |I5 LESS THAN 60" ABOVE THE O |. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, WALKING SURFACE GLAZING GREATER THAN 9 5.F. AND LESS THAN |8" ABOVE FINISHED —) EXCEPT THAT SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN /-//8" FLOOR (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING 5 GLAZING IN GUARDRAILS LEGAL DESER| PT! ON ©) 5 CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE " , i 8. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR LOTS | THRU 4, BLK 134, SUPPLEMENTAL PLAT OF EISENBIES ADDITION TO THE CITY OMITTED WHEN SPECIFICALLY’ APPROVED BY ThE BUILDING OFFICIN. 7, STAIRWAYS, LANDINGS ¢ RAMPS WITHIN 36" HORIZONTAL OF WALKING SURFACE AND OF PORT TONNSEND, AS PER RECORDED IN VOLUME 2 OF PLATS, PAGE 24, RECORDS IC DZD 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME 60" ABOVE ADJACENT WALKING SURFACE OF JEFFERSON COUNTY, WASHINGTON: OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. cc 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. TG VACIED IDES CERIN HO OF One Does pene ZZ IC, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. M = co fom shade, N | CAL WOULD ATTACH BY OPERATION OF LAM: ‘ &%) 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION HEATING EQUIPMENT EXCEPTING THEREFROM RIGHT OF WAY OF DISCOVERY ROAD. = Ke 6. AT WALL AND ROOF INTERSECTIONS. ALL BASE BOARD HEATERS SHALL BE LISTED AND LABELED BY AN APPROVED SITUATED IN COUNTY OF JEFFERSON, STATE OF WASHINGTON, + AT BUILT-IN GUTTERS AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. © = VENTILATION = = 2 DRAFTSTOPFING ¢ FIRE DLOCKING GROUP R OCCUPANCIES SHALL BE PROVIDED WITH VENTILATION SYSTEMS WHICH al <= COMPLY WITH THE SECTION 303 OF THE 2006 WASHINGTON STATE VENTILATION AND < DRAFTSTOPPING INDOOR AIR QUALITY CODE (VIAQ/), MINIMUM SOURCE-SPECIFIC VENTILATION IS Zz WHEN THERE |S USABLE SPACE BOTH ABOVE ¢ BELOW THE CONCEALED SPACE OF A REQUIRED IN THE FOLLOWING LOCATIONS AND AS OTHERWISE SPECIFIED: a 3 FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF GENERA | THE CONCEALED SPACE DOES NOT EXCEED |(000 SQUARE FEET. DRAFTSTOPPING A. BATHROOMS: 70 cfm (WHOLE HOUSE UNITS - SEE BELOW) - INFORMATION PRAANING _INPEX Q C Y) @ SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. B. LAUNDRIES: 50 cfm PARCEL NUMBER. 448-513-40) ALO GENERAL INFORMATION Zz " DRAFRSTOPING TO EXTEND FROM TOP OF UNIT SEPARATION WALLS TO ROOF C. KITCHENS: 100 cfm All SITE PLAN LL] SHEATHING. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE ¢ A D. WATER CLOSETS: 30 cfm LOT SIZE: 21056 SF (0.48 A) ee MAIN DOR FLAN i Ae Maid S = Gee eee oe oii oe OIMETANEES. PEN Ue ESAS ello ALL MECHANICAL VENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS cahiNer: =< 122 Peo GEMtGs BEAN af Coens © > LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. OCCUPANCY: R-3 AZO STRUCTURAL YY |. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED = MEMBERS, A TYPE L VENTING SYSTEM, IF PROVIDED, SHALL TERMINATE NOT LESS THAN 2 FEET CONSTRUCTION TYPE: a any errors or emissions, ll work me \\s DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R502.12.| ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE oops: dacs Wee Kind aSASTOR pass Inspection in conformance with ©) ON BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 1O' OF STATE € COUNTY AMENDMENTS all epplicable codes and regulations. [= > FIREBLOCKING THE VENT. Up) ©) FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS APPROVED (aC (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN INTEGRATED WHOLE HOUSE VENT SYSTEM pate: —£2/iS/Le a © ww) eee eee eee WHOLE HOUSE VENTILATION REQUIREMENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL Permit No: 21 — OQ) @& J\ HABITABLE ROOMS THROUGH THE FORCED AIR HEATING SYSTEM PER TABLE 3-2 OF 2006 By: Sn —_— |. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ). PROVIDE 70 cry OF >on TOWNSEND SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: CFM MINIMUM UNITS. WINDOWS TO INCLUDE FRESH AIR INLET PORTS. APR. 5, 2010 S |. VERTICALLY AT THE CEILING AND FLOOR LEVELS. “ , |.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING lOft 2006 WASHINGTON STATE ENERGY CODE - TABLE 6-/ FIL 1 p | PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY PE dae “eee SITle PLAN 1 set Bathe HECEIVEN ln OPTION | GLAZING GLAZING U-FACTOR | DOOR |CEILING | VAULTED | WALL | WALL | WALL | FLOOR | SLAB MAIN FLOOR AREA «48 x4. = 1424 SF | mine — |} | 1} AREA % OF VERTICAL OVERHEAD) "CT CEIING | GRADE | BELOW| BELOW cRipe| AREA OF GLAZING 450 SF | 1 || ERADE| GRADE] % OF GLAZING 23% | | APR 6 2010 UY) lo Ii 25% 0.40 0.58 0.20 |R-38 R-30 R-2/ |R=-2/ | R-IO | R-20 |R-IO UPPER FLOOR AREA 454 x4 = 18/6 SF ’ GROUP R-/| € R-2 V=0.034/ | V=0.0234 |U=0,.057 V=0.024 AREA OF GLAZING 205 SF CITY OF PORT TOWNSEND OCCIPANCIES % OF GLAZING % DSD Og | ° BDLO-o 15 LN LARSEN ARCHITECTS 2010 ( Oe: Rik _«. = S&S ! S | | (VACATED IFTH STREET) ! WA et et 200' , : a _ eee OE - Lf ~ WV Ne — | | in R i SS es ee Se Se Se Se ee ee eS SS NEW CONC. : | 6 3, ee A CC ROS \ ica Le Se eee heer alee eee LARSEN = Mas (4) SPACES (8x16) | ~ 1) | A SRACES (9X19) J | S _ nee enn aay ee rr | eee a ze q "6 Poe aye i ® ada, | REESE a tT NAN o At be y exsiig——] a y ; | P.O. BOX 10674 pais S Jo wy 6 GARBAGE ¢ _ \ : ole BAINBRIDGE ISLAND _ a CONCRETE RECYCLING ENCLOSURE \ Vj e WASHINGTON 98110 ne. oo PARKING SEE SHEET A2/ \ TES an rs fee a - OO Ores sees areas ere —_{ -- —_—_——*- es ESE Se mer mew tes Niz re , Beara Bae ee y TEL: 206-842-9984 NEW CONC, a 8 a - , Q: FAX: 206-842-7918 APPROACH Pe ree fi Pf 7 ! | t INFOoLARSENARCHITECTSAIA.COM a l | ( oo | ay ee ee ee /\ | ) £22 STORY A A aa a fe ep pp, | | TOWNHOUSES 2 7 NEW SIDE SEWER po eB pace (x6) 0 |). np CARAORT | ; | | a a ee Pal + a a tp ek TP |, PRRs iY, | y, | L ~~ a EXTENTION NEN CONCRETE 1 : og d . | : —- ROOF OUTLINE Po =< v7 : 8 mee Lt et BES | me, PLANTER | /2" HATER di | PERMIT SET METER SS aan 4 ff 4 | Ns. a! 7. , a? UA a d / | } : a #] _ . > . eae | | | | | | | " | | | | \ \ RAIN GARDEN a i a 7 SH E R M A N ST R E E T a 4 — 7 a | ae gl 7 | L Lae, RETAIN NATIVE 2 ~ | | ea 2 VEGETATION a we ee a | Y iS (3) SPACES Le a 2 < (4x20) L 2 2 2 RS 2 . oa a NEW CONC. =r 5 Pal a | SIDEWALK 4 - 2 STORY , TOWNHOUSES a RETAIN NATIVE VEGETATION 10 ' SB [8 ' - 4 \ a ae fe ro 4 o NOT IN THIS PARCEL U7 ee , | | | | J | a nN —_ fr 4pm pe Q 1) | a? et” 14/2 % : {Ele Tp =| a | Pad g\ | c |. oe : gis - . ge Seely: 14440. \s|3} _ | 13h aN \ ond | aa : rhb | ® 5 | § oiscover? § | 6adrH? | 8 ete ee “eau | VACATED - L_ EXISTING FIRE “ol | a a | 500 ¢ ) wes I~) Ad a a = ao. <o] HYDRANT ng L< a EXISTING —— PARKING PROVIDED: CATCH BASIN 8'x |6' q' x 19! , ADA TOTAL EXISTING CONC. STREET SIDEWALK ; _ | a UTILITIES MAP EXIST. ADA N.T.S. “co a SITE PLAN a SITE PLAN /b\ 1 1 , a SCALE: [" = 1d' oO ae , LARSEN ARCHITECTS 2010 : [e e ] DI S C O V E R Y TO W N F O U S E S PO R T TO W N S E N D , WA S H I N G T O N ie ] ot t ~- Gr a n t St APR. 5, 2010 6'-1 /f2" [5-10 I/2" [5-10 I/2" [6'=1 [/2" I'=-10 If2" 4-3" 4-3" I'=7 (f2" M'-7 2" 41-3" 4'-3" I-10 1/2" 10 1/2" 4-9" 4-0" ik a a is Sr ar Wl rn : | b | | (423 / + LJ | 4 | 1 a , CONC. | PORCH OO pe ey CONC. | FORCH ane “A ; . ; | I a ecb s l J L +— J = - —_—__I Seals and Weather-stripping: (Air Seal) i = 9 = | Openings shall be sealed, caulked, gasketed, or | - — —— [| PAN PAN |} — — ed — — PAN Ry WN PAN = js seas ae, el | = weather-stripped to limit air leakage. Exterior | . : 9 Z joints around windows and door frames, openings | t at penetrations through walls, floors, roofs and REF SINK : SINK | ROUGH WINDOW ATTACH SILL FLASHING @ (other openings in the building envelope. J $ REF [ OPENINGS. EDGE OF OPENING ONLY, | KIT. . KIT — “Fs EXTEND PAST JAMB a — yi g — ENTRY ENTRY ENTRY 5 ALL Siig aff FLASHING. Whole House Ventilation | N RANGE W/ in RANGE W/ 8 ~~ F Each habitable room to be provided | HOOD 2668 BIF HOOD —_—_—+ with fresh air per the | OO ON VAN ON Qo ! ' W.S.V.1A.Q.C. | ineen |G; ©) eS a Ir é C an C ae Po -—— RO — TF ! + _ LE — — =e — DET -—— .— DET Wy ar¥) > }—-——— > ——— m | | - - —— CLM MMM MM, a " : ae | DB | \ioo ci6 min 7 LH] : SEE FOUNDATION FLAN NO PLUMBING PERMITTED —_~ t vA bn Ul “ | % a Z pee SHEET A2.2 FOR BRACED IN INTERIOR BRACED - in i, Sec. 602.10.6 (2), IRC - Alternate Braced Panels SO CEM MIN or SH Ti iedlaiahiuaiad WALLS § 2H WALLS, TYP. 0 | Two Story Building ~ TYP. - —_—_—_——__* . q < 2' 8" min. width, 10° height, sheathed on bot! : DINING OF i a DINING DINING U ies DINING = i ~ F - ; " j os ith . : . c Z Z eco. fl a LOBO Secon it Uniom Punting Gade ys Provide (3) anchor bolts & two tie-down devices . at : ATTACH JAMB PIECES, LAP APPLY A CONT. BEAD OF capable of providing uplift capacity of 3000 Ibs.__J | Cd ) | iafariasiomaal a trapped at pis win + 1d OVER SILL PIECE AND SEALANT WITHIN \" OF OPENING. | a Ly di ion. At the | int, a distance of not LEAVE BOTTOM TABS SET WINDON INTO SEALANT | Va —\ BI ess than 4" shallbe maintained above the | BA w | R UNATTACHED. AND FASTEN TO STRUCTURE. | . . Noll 4 Me bs . . ; controls with the strapping. 2 N x ee 3 - INSPECT WINDOW FINS FOR 1A] ~ | IAT Te = —- AT = DAMAGE. | UNIT_A NR UNIT A’ UNIT_A Nes i N UNIT _A | w » —_—_—_—_—_—_<< ~ “- SS ; (OPP. HD) . (OPP. HD.) ~ : | ATIYPIACa & | = een v , : LIVING LIVING LIVING ey LIVING SY | % q HW es wl M 1307.1 Appliance Installation | ; : ns | Ee Appliances shall conform to the SEE CTO = a % conditions of their manufacturer's | Q 7 QR EE SeCTON R372 HR UNIT |e } US ! installation requirements. re 2006 IRc_ FOR SEPARATION a" . 6AS ! >< 2 HR UNIT DWELLING OKT WALL 3" CEEPLAGE | b | SEPARATION ~w. Fire SEPARATIO (VENT TO 09) | iy | WALL | ‘ APPLY FLASHING PAPER © SLIP BLDG. PAPER UNDER SILL FLASHING | a _f 1 —— ' ¢ 1 — f % a —_ | HEAD OF WINDOW OVER 2ND COURSE OF BLDG. PAPER LAPS OVER a = == NAIL FIN. JAMB FLASHING AND 3RD COURSE LAPS | MOO ae meee | GLALING ee oe a a eee a? | OVER HEAD FLASHING. BLDG. PAPER MUST | ST ST T\P- 4 = HAVE HORIZONTAL LAPS OF 2" MIN, (4"-6" | CONC. PATIO ot. oi. CONC. PATIO ST. ST. CONC. PATIO | Ny REC.). VERTICAL LAPS MUST BE 6" MIN. | ¥ (4"-I2") REC. L | | - INSTALLATION al 7-6" | 31-3" | 3-3" | 7-6" 4-0" | ) SCALE: NTS |'=4 1/2" ['-4 1/2" / (Section R303.6 - Stairway Illumination: M423 / All interior and exterior stairways shall MA | N —_ OorR =) aN pe provided with a means to illuminate e€ Stairs including the landing and 7 , 7 apes treads. g SCALE: 1/4" = I'-D UNIT (A' MAIN FLOOR AREA 48) SF MAIN FLOOR AREA 48! x4 = 1924 SF y, - - Site Address UNIT 'A' UPPER FLOOR AREA 458 SF AREA OF GLAZING 458 SF ai anben oe idesces shall be UNIT 'A' TOTAL HEATED FLOOR AREA 439 SF % OF GLAZING 23% provided for all new buildings in such a TOTAL BLDG FLOOR AREA (x 4 UNITS) 3756 SF position as to be plainly visible and ce fronting th e CONC. FORCH & PATIOS from the street or road fronting the properly \ () ) @) @) @) @) CEDAR LAP SIDING CONT. RIDGE VENT W 5" EXPOSURE 18" DIA D |'-6" (HARDIE OPTIONAL) J CONT. RIDGE VENT ae a at 7 Section R401.3 (IRC) 7 Lots shall be graded to drain surface x3 CED. TRIM ON a , water away from foundation walls. The ‘ae CED. BARGE PT 4x4 NON-STRUCT. CLASS A’ COMP. I2 grade shall fall a minimum of 6 inches ; BRACKET, TYP. ROOFING, TYP. within the first 10 feet. CONT. MTL GUTTER ie ® ON 2x8 CED. FASCIA VS R N 7.0. PLATE a U a - “a - NN } tT ft fT ft ft tt a C 4 Sa | eR a ae Se TET TT Ty I TTTVTITITITITTItT{TitTttt ttt pe SN ETT ET TET TET TET TTT ET TY [TTT {TTT pe LIVITITTIITITTiti itil ees at EE tb Ld ee Titi ttt] | iS } WET TELTITLTITTirTittt TLTUTTT TTT CED. SHINGLES &\ ot || $946 ][eeress TOE ET LOL Le ee | ones 5046 || EGRESS : SS Ee er ee || 294 Teoress| (SSE W/ 5" EXPOSURE, 2626 LTT TTT I Ti TT TT tT TT ee I SNL ET TTT LTT TTT I TYP. ( HARDIE < pt OPTIONAL) ASPHALT SINGLE Q ROOFING g FIN. FLR 7 AN “oe Z O O 0 oO NY / /| 2xlO CED—~ aan 5/4 x 4 CED. BELLY BAND TRIM, TYP. ® 4036 4036 4036 4036 x 2646 2646 2646 ~<— Z — —_— — rr) ~ 5/8" Tl-ll RS v SIDING (NO . GROOVES) W/ , Ix2 CED. # \ 8 BATTENS \ \ / . FIN. FLR < nao | NORTH ELEVATION (ENTRY (4) PLACES T Na 2xlO CED. BELLY BAND SCALE: 4" = ['-O" WEST ELEVATION SCALE: 17. " = [i-@" fo ISTE LARSEN ARGHINECTS AIA P.O. BOX 10674 BAINBRIDGE ISLAND WASHINGTON 98110 \ TEs FAXa 206°842-9984 206-842-7913 INFOe@LARSENARCHITECTSAIA.COM Y A T WEYER LARSEN STATE OF WASHINGTON PERMIT SET DI S C O V E R Y TO W N F O U S I S PO R T TO W N S E N D , WA S H I N G T O N APR. 5; 2010 MAIN PLAN ELEVATIONS [N20 LARSEN ARCHITECTS 2010 CM CONT. MTL GUTTER TYP. 5 o ® © @ ® Z 64-0" = 7——7 I i] N | tL " L ” L ” _ , AIK [ \ an | g | FA mt ponnsrout 16-1 /2 [5'-10 W/2 15-10 V2 l6'-1 /2 i fe = TYP. 2-0", 5'-0" " 6-7/2" 2-3" | 2-3" 4-4/2", 5-0" p46" ie ar are rr Os Oy ae eee eee ee eee af | | 6/12 6/\2 | | g gy Gg (fx. | | S eal _-|--------------------fL_------------------- --|------f-------- a a = LARSEN | qr | “SF x | _ 5046 EGRESS 5046 EGRESS 5046 EGRESS : 5046 EGRESS (a) ™~ ~ | ‘| | I |! | - 1 iy + A | | | ar | ! —— S | ml coWr RIDSE | 9 | . | ARGCAITECT | | | | | ail v TRANITION | | | : [S\ | [\ ! 1 RIDGE | =| aia PitcH ! Ww u : a | | n | | BRM ce! Ble BRM AZ BRM #2 2) BB : ERM ta | S P.O. BOX 10674 | | DN \ euppend TRANITION | | __ ! © BAINBRIDGE ISLAND | "CLASS 'A' COMP, | . | 1K = ———* WASHINGTON 98110 : a | ROOFING, TYP. | 4 | | 8 DET S| © ~ in © Mae sual © «! | | | ly 8 D | | | -_ si gS TEL: 206-842-9984 | | et D | | | F FAX: 206-842-7913 : | 6/\2 6/12 , , » | 5 ° I Ga = : B a 1a || ove [3 H OO - [© © | en Sp T ; | ‘ : s = : | INFOoLARSENARCHITECTSAIA.COM Tr | | A > | Q g . DN mee DN 2668 Q | | | | | | | in iy Orne val = =I tt an in | ® of aaa | \ ) BATH DET re 5 BATH | KS : RY ® | | Pea 16" : i ' | S WD |: |S wD N €) | y | S S * + y | | ROOF FLAN | N | SITE oo Wacanion SCALE: 1/8" = |'-O" | AF Deve | (c) | TO OUTSIDE TT STEEL FRAMED GATES (5' x 5!) 8 a ow 340" % »| 9 W/ 5/4 x 6 CEDAR VERTICAL | 8 Zps PATON oer : | q ) N BOARDS ; WALL, TYP. : 2 311.5, Handrails. Handrails shall be bene : 9 | P E RM IT S ET HARDY PLANK TO provided on at least one side of each a. | MATCH BUILDINGS continuous run of treads or stairs with four BRM #/ ly BRM #/ BRM #/ <i »s BRM #/ | = or more risers. Handrails shall not be less i J a re SS FAL rs | Ry — 7 x than 34" and not more than 38" measured ra N | BE [> | / P AQ up from the toe of step. jad | haf pad uw a jaf | 2 eT IP UNIT A UNIT A UNIT A gS UNIT 'A 3 > ‘ai May | | (OPP. HD) ¢. ¢. (OPP. HD) ‘, wl & om ES | a mae i | | 8 » * | PETRA pean | a | ‘ : | =" | | : ; : — : | : ' | FRONT SIDE , 5046 EGRESS 5046 EGRESS 5046 EGRESS ; 5046 EGRESS | (D) Lo eee eee eee eee ee ee ee ee eee eee — He Oe see Cd — E —J— ed ed — — g : DUMPS TER ENCL OSURE ELEVATIONS - 7 si 2-0" 4 5/0" 4 5'-7 i “a 3-3" tau Bld I a 4 5-0" i 4-6" - Hi Tit imate ji et TT Yt 7 x UPFER FLOOR FLAN SCALE: I/4" = ['-2" AREA OF GLAZING 205 SF | | MAIN FLOOR AREA 454.x4 = 1616 SF | % OF GLAZING 11% ENTRY TRELL/S ELEVATION SCALE: I/d" = ['- QD" : ZL IS | ) eis eer dow Fok oe NUTITITIITTh— TILT TIT Ti titi t PITTI ToT TYPICAL CALLOUTS Tipe ee i &CIILIIIIIIIIITI CITI SUIIITLITTIIT TT TITIIIM [ILLIIIIIITI [llitlitmul = ~~ LTTE Ti ty h — { tT i tf Ee a Se PS a &[IITIII1 &rITTITILIITIIIIIII | [ITT ITT [IIL ITIITIITIt tT [ITTIITI [ILI TITIITIIIIITI [ITIttTI [ITITITIIIIItTI TITIIT1 \soe [eeress| (LOTTI TIT T LETT. © 6) =) o) ) @) ©) DI S C O V E R Y TO W N H O U S E S PO R T TO W N S E N D , WA S H I N G T O N 56 56 56 56 56 56 56 56 56 56 56 56 2646 2646 2646 APR. 5, 2010 1068 1666 1668 1668 —— _ o i I / UPPER PLAIN — = ELEVATIONS SOUTH ELEVATION EAST ELEVATION /\ 2 D al SCALE: /[/4" = |'-@" SCALE: I/4" = ['-@" LARSEN ARCHITECTS 2010 (2) EQ. SPACES or ext Post | Xt pee ; 4 EMBEDDED INTO {F6| D 24"0 x 4-0" | ¢ el — : DEEP CONC PIER Lie ee “= | c | ~ :: | TYP (8) PLACES SN T , | : S | : — | N Qy > y Ys y z z z ye z z ee op —— | ar: ie sneer P / : \ \ / \ \ \ ) " CONG. PORC, " CONG: Soa arn —-| Seal oles a porch ——otrnrr he — at Lact berg 4) | LARSEN | | CUTTER Is 3) 4) | iy POT TTT Lee Co ‘ = TQ | |] pose = 4° | | | LLLZLL ALLIS | | IAG af IXNNNNNENNNSS - Hig cme Cn ~b | ames’ | Cer I \e a i S| yy ARCHITECTS | | ole ROOFING | 8 | pe | od on FONE | Oe ee a TKK TT TTT | A | Blo, | x | Ie Ng nen LX | “| | a) On Rie 4x10 aa “| | |X | / ier Re | LY ! NAN a yO Annan 7 | I R17 nen : 1 1 | Hs a a sulin Tle alls Ben, te Fal Pe}L pel tps a Pe} tel a P.O. BOX 10674 \a4o/ mur} | s 8S Py A | i: iis: ¥ MT Ss iY BAINBRIDGE ISLAND | | > as es ee ee ee shee | hey | | Se if WASHINGTON 98110 | | S a 8 x oz ZY . . S Zaza . . Dx Ze. EZ ZZ EZZ HA (8) ! ! "I g NR 7 ack 3 TSS AER UAV Al-ING SS MS TEL: 206-842-9984 | | Al 4 | QUAL MINIMUM aa. ce e % | x | a a v v | 4 Y Y v v 1 p\ FAX: 206-842-7913 || | oY | OF ZO0DLB 6 KS | 4" SLAB ON GRADE W/ 6x6 nen (3 nen ! (a } a | \ L I — : THESE AREAS Ad | CARE. SONS # St" a , : \83.0/ : ‘ ! ice nh | INFOoLARSENARCHITECTSAIA.COW 7 ” L_ ee _| GL 5YexT7 V4 [®] | | _ | De | _ BARRIER OVER 4" DRAIN | NM | [®] | pe WALLS € 2HR WALLS, YF. | pp [®] | so} [| | PS | [~~] GRAVEL OR NATIVE SOIL OR 1K | os) FOO 1X | - 74 | | saey REGISTERED ry | o | a | | x | | OG | COMPACTED FILL | ‘ | [®] lo | | x | | ao | / \ ARCHITECT y | ee lee 1 I oot ii ot | 7 : Tt rt t TT FTP | rt : may, (c) CARPORT FLOOR FLAN CARFORT ROOF FLAN Vy! V2) ta | . oer Ley bot RE Ed | GARRETT WEYER, LARSEN SCALE: 1/8" = 1-2" SCALE: 1/8" = 1'-O" | \as.ohes.o/ 4 Lb | Z nen Par ool) ot a (FYVF2\ IY an anni sl JS) rs ne nl: SS 4 | er 1H ict | he MTL GUTTER | IN| im P ON 5/4xé IX2 TRIM OVER ! ! < ; ! K ! LK | | FACSIA oii BARGE Al Ps | ! PERMIT \ | |S | Den ps SET 3 HARDY PLANK oy | | . | Ne 1 ! ‘ iv ! a \ SIDING W/ 5" om 1S . eo nen Y) BRGAie NE a 1X | 3 + (Fs \ Ask n 7 NV Je N 7 X y | Ke ; ibe 2! i iY J a 1X | | TR 6x6 ———— ? TR 6x6 —— “Kl L————————~—-~+|~~—~~~—~— ‘ a 4 4 ‘ J al ee ee eres es _ . Lo | AL AZIZ La. BLITZ LLZLLIL LL LA EZZZAZZZZ ZZ. PXNNNNNSNSNSN NSS PZZZ ZL) T T T T T T T 7 T , 51% BRACED 8 A a / | | \ J Lal / | | A D CONG ——-L) Hu! Huy! Mu Hy! 9 \Y 5 > | 9 | LY » (FY F2h Y » | | NG e \/ | x 4" CONC. PATIO | | 4" CONC. PATIO a3. O)\83.g 4" CONC. PATIO | | 4" CONC. PATIO : . a a OD NORTH (SOUTH OPP) EAST (WEST. OPP) 8 L . CARPORT ELEVATIONS iPé| Sp SCALE: 1/8" = |'-2" (LU) FOUNDATION FLAN SCALE: 1/4" = |'-O" Up) ZZ METAL ROOFING 2x6 RAFTES OVER BLDG PAPER @ 24°06 G) (2) (3) (4) (5) —) © OVER Ix4 SPACED (Pel = cme % % S S S y S go bt S S y Sy S S © G . a = TT SS==—== = Tt 2 = | | : (A) 6L | [— = et ——————— St al = NE: 1 inion i 1 ge 7 | pp S = HANGER EA ad XL [Teese sso FLIVFL2 Il Ng GeeS eos YP ONG. | 3) a5 END > | 11 \83.0\a3.9/ i i = YJ) PT 6x6 POST | L 4y.4 BRACE v | lH ; (i [| ; an ) be i | Sy Ly 9 1/2" TINO @ 16" 06 LW Sy = ! ol <I a oe I | 30' CONTINUOUS SPAN iti _ ASPHALT | HI\Y (e138 11 \/ II \W a we ! I “le sy li [9 MPdPLS 11 | 9 | man man | i an = | Py Us need) || n | = - I | pil y : | 3 i/2 x 9 I/2 PARALAM Il | 4 , 3 I/2 x 7 I/2 PARALAM | | 3 I/2 x 9 I/2 PARALAM en , tl 3 I/2 x 9 I/2 PARALAM | | (a) 248 CONG | 7 | iy | S Ht —h, 208 Lever ueosT it |_| i t_ 4d 208 LEVEL TRUBJoIST | |__| |_| | 208 LEVEL TRUSOIST fp} ovteoty 208 iLEVEL TRUSJOIST_ | |__ | (e) s qT] , ‘ TT an i : ° : : - { a fer! | - | ( i IN 4 iN |S cia , | = Z . 5 |S bs a Ht la/) 1! Nol ii \e |) b/] 11 3 | of Ht lo/) il [Nel ai Ne of b/| | 3) wu) a [| || | oo i | if | || a GH) BUILDING SECTION | | | ' | ! ! G 2 —- SCALE: 1/4" = |'-O" ne | | | | | | | PALL AT POR UU] ® oH | | | | ! | RM BELOW | _ 8 Ir-A=F4bA=fF 5 I | EA =F AE zl FH => 31/2x 91/2 PARALAM qq ne 3/2 x 91/2 PARALAM | | 32x 91/2 PARALAM eq} \/~ | [7\~/" We 312 41/2 PARALAM 6M — See B | . Hs | __ 208 LEVEL TRUAIOIST Hy 208 LEVEL TRISJOIST a KS 2.0E LEVEL TRUSIOIST a ©) © © = + 3 — | , : (FL2) | 3 WA HR TW y wih (Is | fe ; rT ; ; FL3 Te / ! I ! \A3.0/ — WALL TYFES J | | | || | I | J ©) E oN | open ween |! | | | FLOOR DIAPHRAGM: | | || —~ PEE «© THR SEPARATION WALL GA FILE NO. WP 3410 SCT 50-54. | | I | ee || / OPEN OFEN \ | | | Y) (OG WV Ys THO LAYERS 5/8" TYPE X WALLBOARD NAIL APPLIED | | | | 4 AT 4" 6 PANEL EDGES | | ! we ~~~, HORIZONTALLY TO BOTH SIDES OF 2 X 4 WOOD STUDS I6" 5) | i | | | Lee eee, | | ‘ © OC. STAGGERED 8" OC. SINGLE 6" PLATE oH 7 | | SUPPORTS, GLUED & NAILED 7 aN 7 eee (OQ) (AL, siM || : ) (3 \FL2\ sm | | shYVit2 SIM ll (3 )\VFL2\sm iiey | ;| a2shase i \A2)3A4s.o/ | A23A63.0/ jo (43.0) APR. 17, 2010 < ; | a J | LI\Y 11 W iW ! Ss ak eel lea | sw in Vm a Fe Fs es Gi ee +—-+-}+- Ljot_ ee +4-4- A a ——+}+- | | oe toi! — STRUCT |. USE LUS2IO HANGERS @ FLUSH FRAMING CONDITIONS. SECURE TO TOP PLATES W/ (3) O./3/¢ “x iz Lt a (0) SHEAR WALL TYPE PER SCHEDULE A5.0 x 2/2" TOENAILED. UNDER ¢ PARALLEL TO SHEAR WALLS SHALL BE DOUBLED. \ \ / \ / \ / [> IL [\ N S FLI FL2 2. BLOCKING AT BEARING & SHEAR WALLS SHALL BE DOUBLED- (3) 8d TOENAILED. rn S » S » S % S ¥ S S \as.ohes.o/ ay a \ CEDAR Te eA IE Sa 3. FLOOR SHEATHING SHALL BE GLUED # NAILED. SECURE JOISTS TO RIM BOARD W/0162"0 [Pé} G iN R iA GE x 3 //2" FACE NAILED TOP & BOTTOM. 4, SECURE RIM BOARD TOP PLATES W/ 0.1480 x 3" @ 6" OC TOENAILED, UPPER FLOOR FRAMING PLAN Inve © iF | WIE in) i lire 4" = ['-O" L CITY OF PORT TOWNSEND dso PLAN REVISION DATE: Jone 2 ele LARSEN ARCHITECTS 2010 ; igh" ; 2-0" 12'-0" SPAN 2-0" (1) (2) (3) (4) ) (2) EQ. SPACES a PT 6x6 POST fz XY) fP oe EMBEDDED INTO ee i ~ , r r 24'0 x 4-0" GL 5 WEx 714 4 I ¢ coon S DEEP CONC PIER a nen =4——* . ma pbs | al E | TYP (8) PLACES ff | . S LZ . Lo | | DOWNSPOUT | Ny 5! 9 2 z z e “7 7 | | TYP | = S| N | ‘. y y y EDGE OF ——= | \S = <I af Q | 4" CONG. PORCH 4" CONG. PORCH ROOF ABOVE | | | Q Q ALL TP) ae Z ANSN\AN“* (A) om | Badl eled 7 Lotprairror . _ LARSEN | | GUTTER In W z an pes On) nn 1 | | | | r ly ! | (i VF2\! | Ny 41 SSSSSSESESESS bs ARCHITECTS . T a SCS IFN i i” mats ais op Ha “NX og on on / S| omnes _— | ale % I by | RING NAN | or | N > y 1X )\/ ix 1\Y pi = aan al Pee é nen E m= IML a P.O. BOX 10674 1 | Poehler Perererenertne Peererenena tint nan sili ; a N 9 9 ARS < 7 Fé F6 = ' |F6| | | |P6] ' 4 | | - ¢ 8} & Cy i : ! » ¥ Sy | Y BAINBRIDGE ISLAND | ASPHALT | > Rs . fe-d--------4---L et fe ee ee no) if WASHINGTON 98110 | | a Vv x v [ sen 602. 10.6 (2) - IRC, Alternate braced panels BP Nm ed a a oO) ey ae ee ee = as ; inc GO —FA x = SS ee _ . (B) I | | 0) 2'8" min. aac eee Screg eee on both Y x xX ; 7 J" x ne a TS HA s TEL: 206-842-9984 ! | cn eee | Y YY ik! W © ye ie w\ YY ow FAX: 206-842-7913 | | Provide (3) anchor bolts) & two tie-down devices oY 4" SLAB ON GRADE W/ 6x6 | Ms | (3 \ 1X | | A | 4 A | ———— +e CoML onrse soc = «IN| Nas) 1 | No RuMEING PERMITTED = Jn", INFO oLARSENARCHITECTSAIA.COM C —) See MAX, OVER 6 MIL VAPOR hen |X | i INTERIOR BRACED | Or i EL 5 Wx 71/4 N Qu | | BEARINs FRO BARRIER OVER 4" DRAIN nen [P] 1X WALLS ¢ 2HR WALLS, TYP. | [] | rae GRAVEL OR NATIVE SOIL OR en ie] |X | | A | “T= ~K=) 5 COMPACTED FILL | | a P= |X | c——4 | 4 oy | | Mt Io, | il to | C - 2 | TR | ns O 8 en es my, (c) x 6 CARPORT FLOOR FLAN CARPORT ROOF FLAN yr re aa BY | raat baa SEVEN | hg ee SCALE: 1/8" = I'-O" SCALE: 1/8" = I'-O" Y | N83.ch4s.o/ 1X | non ae 35 | S A/ | Lx, [-4" FP, x : : b\ et et So | A ple IX2 TRIM OVER ! : NM : : x : ! FACSIA 5/4x6 BARGE & , | x | | r PERMIT SET #5 HARDY PLANK R) | VY | ‘ iV lx | | yA pe ae y | Lx! (3 Pa | a L ] ‘ ‘ Y, | x | | 7 Wie N —_ y | WS it a g I bx a IR éx6 —> al iy b+----------- Le a — py Li a an J BY Ls nae ess ae ei a 4 AL Le | KLE Ly ZZZZ La ~ZLZLAL LIZZ LA ESNSNNNANNS NSS BILL (D) 1 t T 7 T T T T T T 51% BRACED anil Seca | \ / / | | \ 8 =| YY cone. 2 | i" Hy iy! mn : \ \ Se ee > Fi VF2 | y > | | v / Wk cone 8) acone pane | tte a eeoheed 4" coNe, PATIO | | 4" cone, PATIO : rn rs i a 2 (cc S NORTH (SOUTH. OPP) EAST (WEST, OPP) 8 ‘ 4 a CARFORT ELEVATIONS \Fe| SCALE: 1/8" = |'-O" [UU SCALE: 1/4" = I'-2" Up) Zz METAL ROOFING 2x6 RATES 1 2 4 5 —) © OVER BLDG PAPER 6 24" OC = a 7 % % S S S S a S S S S ©) G go 7" I h—S= Hes=4) | | | | | {2} ——_____ == = Nn TT =y—T— (A) BEAM ere Hl AT EA N | | L | | | ~ : / | “—__s) ZL, as o END S/ | YS I} ee coeliac ee | aN as ’ ~~ Poe a, i “Pan iS a Z %H i - ue | yd x: 5 ! . LL S , | 4 I/2" TANIO @ 16" OC it 4 a | 3\ =< iY | 30' CONTINUOUS SPAN il © = ASPHALT | Als wwe | | 7 re. (ZN | NY 7 . % % | _ | | n | | alla | Loy y V7 n\asg/ | | n I | = cA 7 | | I | . | 3 1/2 x 9 I/2 PARALAM Il | LY 3 1/2 x 9/2 PARALAM | | 3 I/2 x 9/2 PARALAM a ee | 3 1/2 x 9 I/2PARALAM | (2) pate cone I) Ly) | > it_| | 208 Level TRUSOIST vt et 4 208 LEVEL TRUsVoIsT |__| ts M1 _| | 208 LEVEL TRUSCIST Htplovteoiy 208 LEVEL TRusvoisT_| |_| PIER | | | | iy ‘ 17 Va TT —T TT B UW y UW \ Va Fas \ | \ Lo t= 2 [ ! | | ( i i | > P | Ne S ! | > by ! : S} S oy Wh |> ! ! \ | i Ne yy) p/| ! 3) Wu » | lil |}! C GY) BUILDING SECTION BE | | | | | \) - = | | | | l | | 4 ’ eT | I | WALL AT POR UL Ss ee Wa = Tie we | : | ! | seman \) a = 1 lr qf || 1 sn ty as Osten el | A > | 3/2 x 4/2 PARALAM rT 3 I/2 x 91/2 PARALAM || 3/2 x 4/2 PARALAM TT 7 3 1/2 x 9 1/2 PARALAM | ey OST _ 2.08 ILEVEL TRUSJOIST bps 2.08 ILEVEL TRUSJOIST 2.08 LEVEL TRUSJOIST 7 © a ee tN hae fA |] eee] Of | o- | VA\ Ml 3\re 1 WY | VA It | \83.0/ ] | \83.0/ SIM " i WALL TYFES 5 | | | | | | | By = ; ae | F | | | | FLOOR DIAPHRAGM: | | | F ——— | / OPEN OPEN \ | I | | 3/4" PA (48/24) OPEN OPEN = (aC me Sy 6 2HR SEPARATION WALL GA FILE NO. WP 3410 SCT 50-54: | Bd AT 4"OC PANEL EDGES | Z ; \7 0} TWO LAYERS 5/8" TYPE X WALLBOARD NAIL APPLIED / | | | | “SE BALKDARIES | | | © bs HORIZONTALLY TO BOTH SIDES OF 2 X 4 WOOD STUDS |6" s/ | | / L | I | 8d ATO" OC AT INTERMED, | a | 7 al TEES (OC, STAGGERED 8" OC. SINGLE 6" PLATE a 7 ! | SUPPORTS, GLUED ¢ NAILED | - 4 1 i (AL SIM | | | 3 WVFL2\ SIM | | (3 P\#L2 SiM £ C3 WVFL2) SIM | (FL2) / | || eons | $eeee2/ || eee | TT) es APR. 5, 2010 x | l er) 7 | LY 11) W ay | S \ LEGEND NOTES a |. | | I || \_ 8 STRUGT Ib IL oo ee ee = ee ee SOUT OF 0 SS ee ee Tat tlt bree Sn =e = ica lamer? (Siamese [le ESS attr el reewoel ep prerreellesoeepeny epee ornare To4-ta |, USE LUS2IO HANGERS @ FLUSH FRAMING CONDITIONS. SECURE TO TOP PLATES W/ (3) D [> LL [\ IN| S SHEAR WALL TYPE FER SCHEDULE ASO OI3I@ x 2 1/2" TOENAILED. UNDER ¢ PARALLEL TO SHEAR WALLS SHALL BE DOUBLED / \ / \ / (PLINY FL2\ \ 2. BLOCKING AT BEARING & SHEAR WALLS SHALL BE DOUBLED- (3) 8d TOENAILED. S » XY S ey S y es oheso/ S _ x HOLDOWN PER SCHEDULE A5.O - {6 : ° \ " 3. FLOOR SHEATHING SHALL BE GLUED ¢ NAILED. SECURE JOISTS TO RIM BOARD W/ 0.162"6 [Pe x 3 |/2" FACE NAILED TOP # BOTTOM. UPPER FE MIN 4. SECURE RIM BOARD TOP PLATES W/ 0/480 x 3" @ 6" OC TOENAILED. LooR FR ING FLAN /d\ ; SCALE: 1/4" = |'-O" L] LARSEN ARCHITECTS 2010 INSULATION BAFFLE TYP. ROOF TYP. EXT. WALL (OUTSIDE) ASPHALT SHINGLE ROOFING 30# ROOFING PAPER 1/2" NOM. SHEATHING RF TRUSSES PER PLAN R20 BATT INSUL 5/8" GAB PVA PAINT (3) HOLE VENTED EAVE (INSIDE) BLKG BY RF TRUSS MFR 7.0. PLATE @- CONT. SHT MTL GUTTER ON 5/4 x 6 FASICA SEE ROOF FLAN (INSIDE) PVA PAINT \/2" GWB 2x6 STUDS @ 16" OC R-2] BATT INU. PIN SHEATHING HOUSE WRAP WOOD SIDING (OUTSIDE) 2x8 BLOCKING NAILED aa TO STUDS € 2x RIM BOARD a SIDING PER { ELEVATIONS SEE I/A2.3 FOR STRAP ¢ BLKG METAL ROOF/WALL TRANSITION FLASHING MST27 STRAP ON EA. TRUSS # WRAPPED AROUND BLOCKING ROOFING OVER ROOFING PAPER OVER SHTHG OVER TRUSSES FER FLAN 2x8 RIM BOARD W/ (2) ROWS léd @ 6" OC STAGGERED INTO 2x BLKG = | = ji \ | / | =a ce a Ix2 TRIM =a RS PW SOFFIT W/ 2" =] CONT. MTL VENT EA. | END SEE ROOF PLAN TYP._UPPER FLOOR | (TOP) | FINISH FLOORING | 3/4" NOM, SHEATHING JOSITS PER PLAN | \/2" GAB | PAINT (BOTTOM) SIDING PER | ELEVATIONS | | <> I | ; ZEE FLASHING 6- 8 4" CONC. SLAB W/WAF AT & # 2" (RIO) RIGID INSUL. AT PERIMETER BACKFILL 6 MIL VAPOR BARRIER OVER 4" DRAIN GRAVEL OVER COMPACTED FILL OR NATIVE SOIL | 2xlO CEDAR BASE | BAND ZEE FLASHING | CONT. GALV. MTL FLASHING | OVER INSULATION LL CONT. 4" TIGHTLINE Y Vi DOWNSPOUT DRAIN TO. SLAB @- a“ wn ISL hg iS Si \ SQ Ne ar Ae = Ss = / Ses Q NN ~ x CONC. FDN SEE A5.O CONT. 4"0 PERF. FOOTING \A2 3A 43.0 _ MONO TRUSSES @ 24" OC \ ' Ne % Se CT TT | WA ae [yyy ; we ele ees as LS eee el <a =<: i) ee en ee ae re er ee ee ls ee : #. XN T | 7 6x6 DF#2 HDR : ; | “TYP, UNO. | | R802.10.1 Truss Design Drawings. I | ! | | | Truss design drawings shall be | | | | I | provided with the shipment of | | | | I | trusses and must be on site for the | | | | I | framing inspection. | ook || PRE-MPR SCISSOR TRUSSES @ 24" 0c | | : — TT TT = |_| | | | | LI | | | | | | | | | | | | | OVERFRAMING BY | | | a eC PP TRUSS MFR | | Hy |i ws fe ae ee er SE a a a cr re se a ee | ES a I Se ee ee Ce ay (8) TORCH DOWN ROOFING bo : | | (R2\ | | | LAP 3" MIN. AT SIDEWALLS | | | \as.o/ || | | | , | | | RI | | | TRANSITION | | | {8 Fl | | | | | | | | | | | | | | | | | t LAP TORCH DOWN z rt +t —_— ++ i | OVER SHINGLE all | | +35) | | | x ROOFING 3 | | 1) \823/ TRANSITION I | its | || | | || | ROOF DIAPHRAGM || \ | | (c) 15/32" CDX (32/6) | | | \/ | | &d @ 6" OC PANEL | | / | | | | pees eel | | 2HR SEPARATION WALL | jira I ft TO UNDERSIDE OF ROOF | | Ds aeaoRrs 7 SHEATHING PER 2/A23 7 4 | \A23/ | | ) | | | | | | | | ! | | | ALT. CONDITION @ WINDOW : ' : : | | | pout pP fe LL LLL LLL LIL L LLL a ee es [ee ee ae __ LO (0 RA nO Sen Se {D) TO. YP. a, . MONO TRUSSES @ 24" OC CONT. SHT MTL GUTTER ON 5/4 x 6 FASICA NOTES: ax ROOF FRAMING METAL-PLATE-CONNECTED WOOD TRUSSES @ 24" OC. MINIMUM BEARING OF | TRUSSES 3 1/2". TRUSSES SHALL BE SECURED TO TOP PLATES W/ (2) 0.148" x 3" TOENAILS, ONE \423)\85.0/ EACH SIDE. H2.5A HURRICANE CLIPS SHALL BE PROVIDED AT EACH END OF TRUSS. ALL BOUNDARY BRACING, HANDLING ¢ ERECTION SHALL BE PER MFR ¢ TP=/ RECOMMENDATIONS. RooF = A, ING AN TRUSSES & TRUSS LAYOUT TO BE DESIGNED BY TRUSS MFR. ; SCALE: 1/4" = |'-O"' Washington State Energy Code. R-value markers are to be installed, at least one for every 300 sq. ft. facing the attic access. Markers shall be affixed to the BOUNDARY NAILING truss or joist and marked with the minimum insulation thickness. 7———._ ROOF SHEATHING papers ‘ 1 : Vi i mae ae Hd mai (D) c (8) (A) SEE SECTION B37.2.2 PARAPETS \ /\ V \ Wi A 4 _ fh A EXLEPTION FoR constRocTiOn - PREMPR GABLE END ROOF OVERFRAMING DEVAS 200% IRC. ROOF TRUSS EA. SIDE BEYOND PRE-MFR SCISSOR ——+ : a OF WALL / TRUSSES A35 @ 24" OC ; CONT. 2x NAILER | a STAGGERED Ww, )\ \A2.8/ Me \ ; 7.0. PLA 7 5/8" GB 4 — | . i pe (2) LAYERS 5/8" TYPE = +r : | X' GB BOTH SIDES 5 | z | Ss ~ Ss ¢ 5 VKH S 2eHR NALL SECTION @ ROOF a Se ed q SCALE: 11/72" = 1-0" A: ENN ! . | E | a il /2" NOM. WOOD PANEL = 2 = | ) it —— SHEATHING 5 |= | 4 “ | = | Hy 5 RIN ; (| N | 2 | : iP Tdl FLOOR JOISTS . E Ny Jd Ot ug I e N <1 \ cS UT | e | = | tr — : 4 JI i w | | | < 3 }| | ws 3 Ly Ly 5 JO fF | ~ | yo A: S | | | S | | | S 14: x ! iL | | 2 | 7.0. SLAB /\:l: \ tae oA 3 — - 2 be “a t . [YI aa IL [e ~ \é : PO e/ me an in RQRRRE, I YOY cde An > | OG ] ‘|. is CONT. 2x NAILER ‘ A ; 5/8" 6NB a (2) LAYERS 5/8" TYPE X GIB BOTH SIDES ° pe ATION SCALE: I/4" = /'-@' DRAIN IN FILTER FABRIC W/ DRAIN GRAVEL NATIVE SOIL OR COMPACTED BACKFILL TYPICAL WALL SECTION SCALE: I" = I'-" Z2ZHR WALL SECTION @ FLOOR fos) = SCALE: | I/2" = |'-@" = oS (na \ 4 » { % } en @ = Ve 7 LARSEN ARCHITECTS ALA P.O. BOX 10674 BAINBRIDGE ISLAND WASHINGTON 98110 TELs FAXs 206-842-9984 206-842-7913 INFOCLARSENARCHITECTSAIA.COM REGISTERED Rcnitect () @ARRETT WEYER LARSEN BTATE OF WASHINGTON PERMIT SET DI S C O V E R Y TO W N F O U S I E S PO R T TO W N S E N D , WA S H I N G T O N APR. 5, 2010 ROOF FRMG PLAN SECTIONS NZ 68 © LARSEN ARCHITECTS 2010 CODES. All methods, materials and workmanship shall conform to the 2006 International Residential Code (IRC) as amended and adopted by the local building iaW ai authority. Engineered design in accordance with the International Building Code is permitted for all buildings and structures, and parts thereof, included ial in the scope of this code (IRC R301.1.3). All reference to other codes and standards, (ACI, ASTM, etc.,), shall be for the latest or most current edition HOLDOWN SCHEDULE available. STYLE | NOK woop wood END ANCHOR | CONCRETE | CAPACITY NOTE ; ree I . arn HDWRTYPE| MEMBER | FASTENER LENGTH BOLT EMBEDMENT. (LBS) KJ i ) MK] Design criteria. . S1 S20 2X (16) 8d 11" 1030 Uniform loads: $2 C518 2x (18) 10d 14" 1370 Snow (IRC R301.2) Ground snow load 25 psf $3 CS16 2X (26) 8d | 16" 1705 Loads Live load Dead load Al HPAHD22 4X (23)16d a Be I Ro WALL | SHEATHING | PANEL | FIELD BOTTOM BLOCKING TO | BLOCKING TO | FOUNDATION | FRAMING ANCHOR BOLT | VALUE Roof 25 psf actual A2 HPAHD22 4X (23)16d 24 8" WALL 10 2210 _|MUD SILL CORNER Floor 40 psf actual is rae ec (38) 10d on WAL T 5280 [MUD SILL TYPE EDGE NAILING PLATE TOP PLATE TOP PLATE SILL PLATE AT PANEL SPACING 5/8’ DIA. LB/FT - - = 33) 100 = ar - 49) ba sn NAILING NAILING CONNECTION CONNECTION EDGES 7 EMBED Lateral loads: : ladle cesemtan ibe [\ RR C lal | T E C T S Wind (IRC R301.2) eer speed an second gust) HOLDOWN NO P6 15/32" 6” 0.C 12"0.C | (2)16d@8"O.c LTP4 LTP4 3x IK 4B" 0c 28 : hh. ONE SIDE : at 16" 0.C. at 16" O.C. Seismic (IRC R301.2) Se tego 5 1. ten BY SIMPSON STRONG-TIE CO. SEE CATALOG FOR ADDITIONAL P4 15/32" FOG POG (2)16d @ 4" OC LTP4 LIP4 420 AIA Importance factor: 1.0 2. ALLNAILS SHALL BE COMMON NAILS. 16d NAILS SHALL HAVE A DIAMETER OF 0.162" x 3.5", 10d NAILS = — Sia | ieee 1 meee er ——- _. 36"0.C. SHALL HAVE A DIAMETER OF 0.148" x 3", 8d NAILS SHALL HAVE A DIAMETER OF 0.131” x 2.5". ae ) : (2) ; 550 Eaten Satin eset 3, NO WET STICKING, SECURE HOLDOWNS IS PLACE PRIOR TO PLACING CONCRETE. = ate oe sites: ox S226: P.O. BOX 10674 Basement walls and other walls in which horizontal movement is restricted at the top shall be designed for at rest load of not more than 60 psf/ft. = roe 70, eee i la Nn yon al BAINBRIDGE ISLAND Retaining walls free to move and rotate at the top are permitted to be designed for active load of not more than 30 psf/ft. een ——— . a P ¢ PS / 5. WHERE STRAPS INDICATE NAILS, PLACE AN EQUAL NUMBER OF ‘THE SPECIFIED NAILS INTO WASHINGTON S8T10 Soil data. EACH OF THE MEMBERS TO BE CONNECTED. NAIL STRAP FROM THE BOTTOM UP. 7. THE CUT LENGTH OF THE "CS" STRAP SHALL BE EQUAL TO TWICE THE "END LENGTH” PLUS THE CLEAR A AW A 7 - 1500 psf assumed — Contractor to field verify condition. A geotechnical report is required for review by the Engineer and Building Official whenever SPAN DIMENSION. 5 RR CED debe SoHE DULE TEL: 206-642-9984 structures or portions thereof are to be located on fill. FAX: 206°842-7913 Inspection — shall be performed per the Building Official’s rules. oONCRETE HOLDOAN SCHEDULE Beene Ie ites INFOOLARSENARCHITECTSAIA.COM ‘ TRUSS All concrete shall be hard rock concrete meeting requirements of ACI-318, "Buiding Code Requirements for Structural Concrete”. Place concrete per PEN ACI-318 and conform to ACI-306R-88 for winter concreting and ACI-305R-91 for hot weather concreting. Do not over—vibrate. Minimum specified BLOCKING PANEL compressive strength and aircontent of concrete shall be as shown below. (Ref.:IRC Table R402.2 for Moderate Weathering Potential.) PRE-MANUF. TRUSS PRE-MFR TRUSSES FA SIDE Type or location of concrete construction Strength(psi) Air content Notes Hl @ EACH TRUSS Basement walls, foundations and other concrete not exposed to the weather 2500 None [ Vv | eee elie try Basement slabs and interior slabs on grade, except garage floor slabs 2500 None (2) l6d TOENAILED =] ) iz Basement walls, foundation walls, exterior walls and other vert. conc. work exposed to the weather 3000 5-7% ae Porches, carport slabs and steps exposed to the weather, and garage floor slabs 3000 5-7% 1 I | | | i i | AZ5 6 24" OC EA SIDE . ini A-A Note 1: See IRC R402.2 and ACI 318 Chapter 4 for minimum cement content. bd06"0C if | Reinforcing steel. Deformed bar reinforcement: ASTM A-615 Grade 60 / - Welded wire fabric: ASTM A-185 & ASTM A-82 fy = 65 ksi l I i I i i E FLAN A-A PERM IT SET . . . oe . val . i ee All reinforcing shall be lap—spliced a minimum lap of 40 bar diameters except as noted specifically on the structural drawings. No more than 50% of CO i EAR PAS. (4 horizontal or vertical bars shall be spliced at one location. Provide elbow bars (40 diameters) to lap horizontal steel at corners and intersections in — TRUSS A2S @ 24" OC footings and walls. 9 Vi \/ [1 pA — ry /\ Concrete cover on reinforcing (unless shown otherwise). Bottom of footings x X _—— Formed earth face & slab—on—grade 2” f % BEVELED 2X VENTED WOOD. ye BLOCKING -- ; ' a PEN pomiioas Framing lumber shall be DF#2 or better, except that 2x framing lumber may be HF #2 unless otherwise shown on the plans. All 2” lumber shall be kiln CONNEC TORS dried (KD). Each piece of lumber shall bear a grade stamp of a recognized lumber grading or inspection bureau or agency per the NIST American AZ 6 24" OC Softwood Lumber Standard PS 20-99. | i Provide cut or malleable iron washers or where bolt heads, nuts, and lag screws bear on wood. Treat all wood in contact with concrete, mortar, grout, masonry, and within 8” of earth; all wood over water; and all wood in contact with earth; with one of the following processes: (RN RCCE SECTION (R2) TRUSS BLOCKING (BRACED WALL) PANEL SCALE: [" = /'-@" SCALE: [" = /'-@" Up) Chromated Copper Arsenate (CCA-C), DOT Sodium Borate (SBX) LL] Alkaline Copper Guat ACQ-C and ACQ-D (Carbonate) BOTTOM PLATE = BOTTOM PLATE Copper Azole (CBA-A and CA-B) NAILING: NAILING: Where possible, pre-cut material before treatment. All field cuts and drilled holes shall be field treated in accordance with AWPA M-4. (2) 0.162"? x 34" , q (2) 0.162"? x 35" 0 Yp) Z, . O48" x 3" @ 6" OC we SO MN 2 Ol4B"b x 3" 8" OC MIN Accessories. SEE BRACED 06" SEE BRACED WALL —) © (3) O148"9 x 2 |/4" WALL SCHED. an SCHED. Bolts shall be ASTM A-307. SE ; INTO BLKG AT SIM. WOOD Washers shall be malleable iron washers (M.I.W.) or heavy plate cut washers. PEN a FASTENERS (1/2) PEN Nails shall have the minimum wire dimensions shown on Detail 5 this sheet. JOIST DIRECTION Lag screws, shear plates — see national design specifications. AT SIM. O.148"0 x 3" T#B Anchors and connections shall be Simpson, Teco, Lumberlok or other International Code Council (ICC) approved products. All fasteners shall be installed EA, JST | IC per manufacturer's recommendations unless otherwise shown. _ i (2) 0148" x 3" = ] _ : _ M : 7 Za All hardware exposed to weather, in unheated portions of building, or in contact with treated wood as specified above shall be galvanized as follows: A 08'0c 1 | z i 7) 0148" x 8'@ BOC =e Fasteners shall be hot dipped per ASTM A 153 or mechanically galvanized per ASTM B 695, class 55 or greater. Hardware shall be galvanized per one Why , 1 Ti a —- ) Za of the following processes: ASTM A 653 Class 185 (Simpson ZMax G185) or Batch/Post Hot Dipped Galvanized per ASTM A 123. Mth O.14B"0 x 3"@ iT y rh Ch he en AMA BOC TN HN) i i 0.148"b x 3" @ 6" OC TN YH) Stainless steel hardware and fasteners shall be used in connection with any preservative treatment process not specifically listed above. TT VI MY 1 Ke Minimum nailing. LPT4 FER | STRAP TIE SN | BRACED WALL HOLDOWN 3 5 - LPT4 PER BRACED Minimum nailing shall be per IRC table R602.3 (1) — nailing schedule. 2x BLK6 @ 48" 00 SCHED BEAM PER ———— WALL SCHED AT JOIST PARALLEL PEN a Sheathing (plywood/osb). TO WALL AT SIM ae NoCD PLAN AT SIM : FASTENERS (1/2) 2x4 WD STUDS PEN cA All grading shall conform to the following standards: NIST Voluntary Product Standard PS 2-92. Thickness and lay-up shall be as shown. All plywood ¥ (2x6 AT SIiM) (2) shall be group | or Ii species. Unless otherwise shown, provide the following minimum nailing: ™ Panel edges 8d at 6” on center 2 > Z, Intermed. Support 8d at 12” on center ed [LL] Pre-Engineered Joists. a Q C Y/) Tul, Paralam (Plam), Microlam (LVL) & timberstrand (TS). See ESR 1387 & ESR 1153 for required specifications. =) LLCOR SEc TION FL , FLOOR oe TION FL 2 FLOOR SEc TION Zz SCALE: |" = ['-@" SCALE: [" = /'-@" ~ SCALE: [" = |'-2" U LU] Gluelam Beams. = Materials, manufacture and quality control shall be per ANSI/AITC A-190.1 "Structural Glue Laminated Timber”. Unless otherwise shown, camber all => beams 1-1/2 times dead load deflection. Unless otherwise shown all beams shall be combination 24F—1.8E as listed in AWC—ASD table 3.1, and have WooD STRAP TIE © exterior glue. Unless otherwise shown, industrial appearance is acceptable. y 1; , FASTENERS HOLDOWN PT 3x PLATE 5/8" (7" EMBED) HEX HEAD c 5/8" (7" EMBED) HEX HEAD Wood adhesive. ANCHOR BOLT @ 48" OC UNO H——— STRAP TIE ANCHOR BOLT @ 48" OC UNO [= #4 @ 16" OC i lal all IL HOLDOMN W PLATE 3" x 3" x //4" PEN All wood adhesives shall be elastomeric and shall have a current ICC-ES approval. Apply all adhesives in accordance with the adhesive manufacturer's 36" WASHERS iS WASHERS recommendations. — SEE BRACED WALL SCHED. a SEE BRACED WALL SCHED. 3/8" GAP = _Eno} PLYWOOD EDGE . Pre-Engineered Trusses. NAILING (PEN) PT 3x PLATE | 2 PT 3x PLATE (2) #4 CONT. Up) (oC Member geometry and spacing shall be as shown on the plans. The manufacturer shall provide additional framing member as shown or as necessary to (2) #4 CONT. : Cc © provide support for mechanical equipment, wall or other partitions, snow drift loads, etc. Trusses with spans greater than 35’ shall have the heel plates ‘ el designed considering the effect of eccentric loading. TW f oe (OQ) LE CO) a, Where noted precut blocking, bridging, bracing and/or filler pieces shall be furnished by the manufacturer. Where applicable, wind uplift bracing shall be - SU =a 6: provided by the manufacturer. Unless noted otherwise, the truss manufacturer shall specify and furnish connection hardware for the installation of their 8 4, a XK % system. AXA ~ : “ a : APR. 5, 2010 Shop drawings shall indicate all required permanent bracing. Supporting calculations shall indicate member stresses, species/grades and applicable C PAA \ 2 NOR ; ICC-ES approvals. Shop drawings and calculations shall be sealed by a professional engineer registered in the State of Washington. BK RK > , at ; q \ EILEEN (2) #4 CONT. Metal plated trusses shall be manufactured a detailed in conformance with the following standards: PUA CC . S T R U) é T U R /A\ L . ANSI/TPI 1-2002 National Design Standards for Metal Plate Connected Wood Truss Construction. Jn" #4 @ 32" OC ANSI/TP| 1-1995 Code of Standard Practice for the Metal Plate Connected Wood Truss Industry. A ANSI/TPI 2-1995 Standard for Testing Metal Plate Connected Wood Trusses. DEEPEN FT6 4" When delivered, the components shall be accompanied by the fabricators certificate of conformance to the above referenced standards, and by the following user advisory notices (or notices equivalent) to: BCSI-B1 Summary Sheet — Guide for Handling, Installation and Bracing of Metal Plate Connected Wood Trusses. BSCI-B2 Summary Sheet — Truss Installation and Temporary Bracing. BSCI-B3 Summary Sheet — Web Member Permanent Bracing/Web Reinforcement. BSCI-B4 Summary Sheet — Construction Loading. =) FOUNDATION SECTION SCALE: FOUNDATION SECTION 3'-0" EA, SIDE OF HOLDOWN "es fo" F2 SCALE: |" = '-@! (ep FOUNDATION SECTION SCALE: [" = /'-@" TORO LARSEN ARCHITECTS 2010