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CK XA ie a : i ic QO L SY i 5 3 = $ x es ~ 80 3 y eg a & es & r 3 a8 a 0 - ES : is iL L\ ) £O & 3 vr % | 3 & ae : “ uh 2 S 2! = 8 [= & E fj 1 a I L © Va “v 4 k— % i = r S » ; \ 0) : © ss 2 3 ea v e o 6 4 oo 6 ® zg — < [ Inq Height @ t t S| VY ) wG b / b b 6— . ¥ Z | ) bs j | [ u8 / l 1- 8 a u8 / b b- , 8 ® | u8 — , 9 .8 - , 9 / < eS i} | cI ; = a As 2 ~ ‘ $ a ; ¢ = 4 i ra e d fa ra e rs § a . ® Se p p e ap e h% 2 ry SS £ ' MK ol l n fi o } od o i \ Sm \ WL ) NU ] VU oO TO E R P RI S x § Ql q S = i nn 5 TO P O PO ] + Ho - ; > 3 S rt =! H § ww cy & & = ai N) : 2 T o s ) Ee e 1 ME E P S Ta f _ a £U S f a l al s 1 S BH A T ST A WHY soe Date: Revision: | 1/4" = IO" TT ELEVATION Ly ‘s y (\ ) + ee , be r : A pi d , be a t , ‘p e t s he d , it d , a. 5 fo d fe ok , te Ra y SU P P L E ye : TH U AH E M HE H AN SU L ee 0 be d be d bo d ed be d be d ba l fo Le d do d fa d fe d ed b “ - = L a ai u k e at n t a l s = Sp o hh he n So u , am d , sy n e , wi d , Bo d , wa r n il , fo n , we l d , Vi l , [ iN . HE C H T RH A H A 7 \ ' ga p e p a p e n e l pi t t Ly a = \\ | nN | ‘ = y = | i) Q i 4 : 3 a = LJ l PR E : «| 8 P Hi t i t h 44 3 : HS 5 Wa s s W ee ee Pe g 4 N) ne a 8 NV y av u ya ig 54 Q / S mu e\ a Raesicne. architect's actual damages © which mau be substantial), plus anu profits made. ©?” Finally, the infringer may be required to pay the architect or designer The copuright law also allows the designer or architect to recover statutory damages, which may be works thereof, for anu reason without prior written permission is strictly prohibited, these home plans, either in whole or in part, including any form and/ or preparation of derivative Penalties for violating a copuright may be very severe. The responsible parties are required to All qaraphics, text, & information present in these plans are protected by copuright. Reproduction of fo t , Sa n k , 0d , Iw o , «y e e YW , (W l , $8 0 , i, my a PL U $ ge t Se t h e ye t i , Yt e , ‘p u l , ‘p u l , Sp o r t to , fo m & i N 9 Ll de d be l fo l ba l la d ed do l de d bl be an a & ag e ba d be d fe d fe d fe l ba d NS = be d bo k od bo d fk ba d od fe d bd be l - | | 2 iv et a i t re = AR s 8 bd bo d be d be be l be l ed ed a ed d kd Ld be be bd bd bb ay ee AE Ny a be d da d ed ed be d ba d bo d bo d | nt is ) ss N) 5 bd bo l be d fa l be po d | a H i q (i U . e is ) 0 5 & ae Ys W\ YE R » vi s PV E To 8 yj if wy iy, ‘| = Indicates | hr. fire-rated wall JA. ee 4 (5/8 Cup. Bd, 26 € 16" oc, Yj = hidlealzs| hr, fire-rated wal 5/8" Cup. Bd ' beth (5/ 8" Gup. Bd., 2x6 @16"' o.c., siding per pe) PENS _ 9/ B"' Gup. Bd., vapor barrier, sheathina, ia 7 eee — siding per plan) . <= ) Bottom plate to be placed 9/8" inward , Pottom plate to be placed 9/ 8" inward a . from outer edge of conc. stemwall, Outer layer f a te rom outer edge of conc. stemwall. Outer layer / of qup. bd, to be flush w/ continued wall. , 4 _ einaneeneneninsi row al \ of up. bd, to be flush w/ continued wall. {—— : \ “a ka x Cf Lf £ st i aw a a ns ™~ er 0” ‘. aal™ Carers - at \fenr Dancer BR Myer Tute wn KR GR Bak RR - \ - A reg \ san —\~ OY AYOWIDZ. LFS Pr CS. KV \ 28°—6” 6’-6” er J as esial LS \ Sg ia 28 6 / f VEECRALS AST STACTUIAY Fer. Ler teiedy WH | 12’°-5 1/2” 5’-3 1/2” 3’-6 1/2” 7’-2 1/2” a ( Oz 11>. { a Q) ie 20°-2 1/2 / / \ SCPPERT- ENG. KEpart TE OR 5 a . > 7 = ; \ r¢ cy at) "5 ” o_o ” o_ ” Pe Ne (- iS < . 6-5 1/2 up" natal owe [3-8 1/4", 3-8 1/4 Typ \ Te. St aut | aa am 5’-5 1/2 7’-6 ahs = A 7-2 1/2 yy, NN OM SuTe PT FRAWNG TM PETES | abo e stair | ns oe f d 3-1 1” | -7 2 f a ! . . x I Up Here) rd, TAHIK A > 4 \ \ ae eo = \> | lup- race he LO KA). up. 4' Brace ee am A )2/ Tup. 4' Graced T ' Braced \D2/ \D2/ _ ~) Wall Panel 2/ O%/ Ost) pu Crenp) 7— Wall Panel . a |) 2/ OKO fad | ~~ ~ ws : Wall Phnel L O07 D ro "vara ri Pp z — ——— a ae ae r (A a ——— VF 5 Se | VY 5 CT Hf Oceana , | 41 rr 4 IY Fl D 7 ae f - =] ie | : 7 5 oy eZ | ann le a S| UL — . WZ | : Wy dD ]'y Ss | a Fea - ® an ee N VT 1 '. ~~ z — = | |] I. ay —_ . } a=], | Sgerm Bath | = se WN Stslbe iS . SMQWAY LH. Suscte Ter 2 Ber , ch = N| ON eC fA N\ Do cem ey Si isltQ — t \ ; if . LILAC 8' Cla) » / - ZS & LOLS ! , K i : =| - A | y Storage —_ Ey = ! 17 ° ot | om wo mm Zur age Bath 2 Dropped soffit + mt D 7 | oS i Master Sa | wi @® Y at CE Ga) CT'-O' aftr Srl a i9 | 5. a i |IP'-OC!'"'>"[H'-6!! : _ " Y | ; q: : - 1 ‘ s| ' © re) Tup. 4' Braced } | < S CS" Cla. wv © “ y Wall Panel | | ~ [hl « = “| C \ \ ry = a & © Za ee cf = | N OL ’ ” x 7 ge - 7-4 = “7 fe , eo alt 3-5 = Covered Y Dropped soffit x | 7 7 i] S57 ii Porch : : @7'-O" aff, —_———, JS pani Mi 7° we . ~~ : 2 ; g : . - > | N / 12°-5 1/2” rr a 8' Cla.) ° a | Z) 8’-3 1/2 6-5 1/2 0 : onc, Landing ia .! STK. b > Z ' a! a j a 28. N i. 7°-9” N ! Ay, ct 7231/27 ~ Veke, Weeec UIAte. ALAN C- J Vy Table302.6= 2009 IRC \ | Tup. . REFRIG A ; TT : oOo; “* Dwelling/Garage Separation \ 5 r 7 = ¥ i ( he | > eT BAK cy) ACL = Not less than 1/2"- gypsum board on walls. 3 _ AN ° ! (5 < 3 - 7 Kitch ~ 2 Weert The. Fire Rex STAN Ge -s Not less than 5/8” - type “x” gypsum board ® iS & v re) l \D1/ z | a LC Nitenen an ce _ : —_ on ceiling with habitable rooms above the W a0 oe) ! ep SSPE : CB Cla Mies FER SUPAT/ Aven uanirs iF - corse = — cr he | tO _— \ ' > . Wo Z2 — J| it" a> HAT ‘tala : Shee ee ee , LSth (wn Vee ser Bacic . Yee “8 +3 16°-0 1/2” 2 * V4) , ~ Typ. 4' Braced “ ~ 2 =— al hs 1 AT a 9... a= 2 Made ™ % al Beall bi J N or | o Van b, 4' raced % ‘ A T- De “i = 8 Garage ® a iS) a ; SIMs TeUL SE at =! mae Wall Panel _ - IS'/S 6"y24'/ OC! 6° 7 v ATTIC. Access LID , Jta ri -! C8' Clad as | : B é 1 9’-1 1 1/2” 2’ 6” 5°—7 1 J9”" 12’ 5” | ‘ te © il q Pedroom Zz I < a : — e oo — « P| ee ee R B Ag ll re ee | i Dn. = = l 4 W'S 6"yIS'7|O!"! ~ - | AS il os 5 ISR, Use 9/ 8'' Tupe ''X'' Gup. Bd. | | 46 L < P ining Room 3 ms a on a celine, walls ij C8' Clad Hi a 4 7 2 | ane ar 1 All | | & exposed structura , Tup. ~ p x s Living Room » |Z'=6""9" =O : SHH _ a i ° c members, Tup 7 | : =|} 1. & Ollie) a © (8'Clad tp § __ lS s 7 = ee ees i “an * NS | op Seearytoe 3 So e) ith | a Eo a I ne JEL LU VV, us Fill, 7 | e Co Cla. = D1) 4a ie a I2'' thicken slab w/ ¢ ZS A bare | | N Lv nie horiz cont. tied to fdn walls | | e eR 6/ Ox6/ BFrDr, CO wet ef fa x at garage door openings = | | Ol LU : x C Termite treat) * ( = ) | | 518 Ip 3 Q | i — ? a Na Tup. Typ. 8-3 | ay U 4 : 9S 8 fs] i] f8 Et ~-E) = x EE 1923 sé | | 2 Sey] % ° 7 \OIAb2/ «3 ae Ve .! v § \ <S i : a oO ~ : a - 27 fe a me me | = ect ert nk 9/ OxT/ O OH, Door . e , | = LE i i 7" af ae . | (|| & 370%9/0 fd = 9/ Ox9/ 0 3/ Ox9/ O fxd (ra) 7 | Tup, | = 3/ Of / X / 4 Xo XP / X 2 ———— 8’-3” | gB’-3? 6’-0” 6’ 0” : | . \ ° (17% 8’-3” ] 8°—3” 6’-0” 6’-0” | - 16'-6" —— ald? 12’-0” L = vt D1 16°66” 12’-0” ° UP \ |; ~ N (1 CO} 1 Oy}, ae (1 (i 32’-0” AB 3’—0” HS 35’-0” UFFEK FLOOK FLAN | yA" 200" TAIN FLOOK FLAN [/4" = ['-0" Lf _ ' / Lah Cnc, Sternwaues — Continues StheatinG Heron \ a ate ) C4 \ \A Lond SOMA tty “per. 2504 Lee GOZANOX% - Wevipe. Eves hee Uncles my Ace Mhaartae Roams -Proviege 24 We Ym wed) OD CEM Ep. KA. bx. Naum (od com, min, nner eeenenann ea ee - Sammars — =< = = - = (Aus) ~ Gof. ALL EDGES i EPELVEM : i ea af Bae u LU ia i| \ | gmt SHeaeuaes Unseen CAN 7 IP) I | Z2-S\de5 ALL L | “ GITY OF PORT TOWNSEND DSD Infinity Custom Pesigns © Copuriaght ZOIO All graphics, text, & Information present in these plans are protected by copuright. Reproduction of Revision: Sauare Footages: Prawn Bu: Custom Residence For: Flan + Sheet +# these home plans, either in whole or in part, including any form and/ or preparation of derivative ar . P works thereof, for any reason without prior written permission is strictly prohibited, Mail Fleer 427 SaFt. Infin ICY Custom es lonS ; ; ' , F F F u Fi 9Do5 Fe, Penalties for violating a copuright may be very severe. The responsible parties are required to Revision #: Date: I-HO-1O —— er = = = |45| W i, Port Townsend, WA P8268 - pau the designer or architect's actual damages © which may be substantial) , plus anu profits made. Nea'S ait VV =, 6 SEO) _ ; | The copuright law also allows the designer or architect to recover statutory damages, which may be —_ ———_—_. Patio/ Deck 27S Saft. ! ! BAi -G2ZO8 ia, ; [| 3 t )?} i Cc 2 a as high as #1OO,OO0O. Finallu, the infringer mau be required to pay the architect or designer's Garage/ Storage A78 Sake. waune @ inf initucustomdesign.com ~ reasonable legal fees, wh. often exceed the damages. Bldg. Footprint PDS Sa Ft. Parcel VES37O!|8CE - City of Port Townsend, WA Note: install Tl joists Cor equivd per specs, Tup. <..t i Sheawalis neath ertire exterior of wood [4 2" cpx 35°09” Framed waile witn nahn 6* Bae” w/ 8d nails at 6"' o.c. along CPX panel edges & IZ" ac. tom 8-3 1/2" 20'-2 1/2” alora intermediate framing members, id (10° - Tup\D1/ Ox€ ° Post == : = —<— + SHEAR WALL NOTE T q A eee eee es | ee ees M\ A 4 i ! | | : x n | ma. AW \ ni | CHOR BOLTS (ABIS) AS SPECIFIED OR INDICATED ON DRAWING | | \ I | _ FL Wall at stairs [1 | | \ rn ; 5 ri, 4 below ——— ol! - ; ae eat 4 = i UAE ees 2 a — | |p \ 8 | \ “ I ! ; ALL WALL SHEATHING SHALL BE 1/ 2'' COX PLYWOOD, S/ 8" TI-il SIDING, | . \. H : Ce “ i | OR 7/ 16" OSB WITH EXTERIOR EXPOSURE GLUE AND SPAN RATED ! 6 a \ Ho | | \ 3 Hs : H | | "6R 24/ O"' OR BETTER. ALL FREE © EATHING EDGES SHALL BE | ° | \ ih: | | \o av \ T | | ! BLOCKED WITH 2x4 OR 2x6 FL. renee KING EXCEPT WHERE NOTED ON | | ‘ r | ; in ee — X : | > THE DRAWINGS OR BELOW, : : : \ I AG | \ ! \ Ul | \ | i | " al \ I ! , ALL NAILS SHALL BE 8d OR IOd COMMON © 8d COMMON NAILS MUST BE | i | \ 4 | \ aa =o u ! | OZ! INCH DIA,, SENCO KC27 NAILS ARE EQUIVALENT, IF [Od COMMON | === a\ ky Post l \ pl \ | -— NAILS ARE CALLED FOR, THE DIA. MUST BE O148 IN., SENCO MDZ NAILS ee my : X 7-3" rm \ Ses aa Aan ARE EQUIVALENT WHEN | USED WITH 1/ 2"! PLYWOOD). NAIL SIZE AND | | o\ | \ = bp a aod The met iW + SPACING AT ALL SHEATHING EDGES SHALL BE Ao REQUIRED BELOW OR ? 7-9” Tr \o | \ a. XN | ! wy % AS IN THE PONInEe, NAIL SPACING SHALL BE IZ''O.C. FOR ALL FIELD | > \ = aS | L|__y THP: NAILING EXCEPT AS NOTED, | Mi NG | j VO | Q ore = | ‘ 2 ON. ' F . < i! SPAN c a - en ow a es ee ee . { _-, a 7 SQ 7 8 | HOLY DOWNS ARE SIMPSON ''STRONG TIE! AND SHALL BE INSTALLED , | SSG | / | an a Nee Lp 8 The oa PER THE MANUF, ACTLURE'S RECOMMENDATION, EQUIVALENT HOLDOWNS i rm S ENS " a ; EONS | 5 Lox , ed BY UNITED STEEL PROCDUCTS CO. 'KANT-SAG"! THAT HAVE ICBO | as © NS : | os \e J | S 7 Z E ad APPROVAL CAN BE SUBSTITLITED IN PLACE OF SIMPSON HOLPOWNS, | Note: iz \ | i iS) iw ' { 7 NS g | \ | Install T. PL joists | | | ~ Le) /_ : h | | ; Cor acu per | \ | j | - \ y Aa ‘ \ | i Fj mir, specs, Tup, \ WL : ‘ PAT \ a 2 SS ra \ aie \ | | i. : x 4 TuP: ‘ (N —~ f : i * : | it \ 3 1 \ | ie | Ly : : \ So 4 5 \ 4 | cm ae : op. SBN \ ! | i! \ | \ ! SD14 : | \ | , \ — ‘ \ i \ Tur. % | | . t \ | | \ he : | | \ | | \_ \ ! ! 7 as : fl | | \ 1 \ : ! re — \ , \ \, : \ 4 1 | | \ | \y : ! | = \ Spe peg men pee C2) 2x8 Oe eee le et el oe \ | ied er | 3 | : J i * | aed ta Ager | N : Tapa y) | ; \ | ; x ; a | : ‘= : aS ° | OT ae ‘ \y “et | j { Peck Iloists- | Loe J ' ZO Ledadr Tp. | | 16f-6” 15'—6 ee ee ee ey eee eee eeeee eee ee Smee eee meee ee Sree cones en eee eee eee ee eee ee cco no ex Z OXO ext 2 OX© 32°-0” 37-0” 35°-0” f 5 f / IPPER E| . IKI PP) MAN FLOOR FRAMING FLAN UPFEK FLOOK FKAMING FLAN wall /4" @ f-O" [LAE we f-O” | [| = li\ 1) | pu } | | eee Gil) All arar PC Rep roducts ee Revision: Square Footades: Prawn Eu: these home na anu | teem ane 1/ or preparation of derwvative selon ia strictiy prohibited, Main Floor 427 Sak. | nti i cu Custom Ves IANS iJ ee — ON OOO OE EIEN OES ag , Upper Floor BOS Sake. oe Z : Penalties For viclatina L may be very severe, The responsible parties are required to Revision * Date ie ——— : l451 W St, Port Townsend, WA 98268 . j . i. % Sites = ee mas Liveable 129 2 Sa. t, pawy the AEC ON Bs tual dearneacac wr mea ntiald , plus any profits made. VV -, DAC RO) ROOR : ; ; = a (260) 621-2 20755 The copi int. law al Ws ane ¢ it L bo recover or AC which mau be — _ Patio/ Dack 212 Sakt. : . “ ~ O24 and : DF lj, tne | i GY Mea reauired to pay tne archi cb or destianer's Gaar age / Storaae A78 Sat. Waune © int in itucustomdesign.com | Plda. Footprint BSS SAEL | Parcel POSTON BOE - City of Port Townsend, WA cee, hipgks CAD. icAarl Header Schedule Truss Notes x e: : enaineer tions to | ATTIC VENT CALCULATIONS FP O LUN DAT! O N - CH E V UL E L [ees Bien (Lberwise Enaineered truss calculations to be : Unless Noted Otherwise A ‘ é = Indicates lecation of ; a submitted to building department prior “CHR TRAK oO Up to 26" opening C2) 2x8 : "te Palsriestion ane nee Sabon _ ATTIC AREA: KIe2 So. Fr, oYM, am : RE INF <0 SEs wall placement above, 56"'-48'' opening © Z) 2xlO manufacturer bo smecifa hex ees ars : = eae NOTES aoe pe Truss manufacturer to specify hanger . co ee . — . a nee ( ) Wier DEPTH HICK NESSIEACH WAY — a mec _. seit ; as ove Bil AID te? = Sy : Wn VE , DE)! as BO? BS on - Tr Mery THICKNESS EACH WAY Indicates & Openings over 48 niZ #2 connectors for truss components, tup. 52. PT, ATIC VENTILATION REQ D 5Q, FT. / BOO Be 50. F : ee -aeae See F a5 etem wall. Openinas w/ hdr sizes specified take Peslamer Seamer 2 wd PRUBE oe bear on S5Q,IN, ATTIC VENTILATION REQ’? = HS, PT Ret BOS SQ. IN, A HENS | [é3' ZA &! NONE REQ, 2,4 2 88 precedence over schedule specification zaN ena Rae en ees "TE, TON a 244 ize ie 24" eu Z2- 4's | 22,4 je eas See floor plans for nar sizes, G POU eort IZ |"! 241! om 2 - #4's | ti ¢ _s aie i eas a Poche indicates 0 bé467 i277 18" | 24m SB" [e- #4's [23,4 gets a1” 20°-5" | / overframe area, BE rae ie" Lege Lae fold 4 - HAs 2,23, 4 &y=t ; | / PF He .468)| 16" | 18" [247] 60 [4 Fas [234 ogee < i Go p4#ys4] ie" [ie [ 24" S'S - 4's | 23,4 Ne 5° " / OxO ; PINT TOPICS Er OSOTINIG os “ ro po i a a ; ae ~ +}-$— q fas nes | ‘ WIDTH DEP TH| THICKNESS!) REINP. NOTES as ‘ } ie oe oe : ¥. A_| iz! | ie! Br NONE REQ (c) i Be ia Ss Br Z-#4's | te C lou rom G31! = Ser | P 0 Z 24) 1 (Bl! om > ae Ll 4. x | 5 © Ae = | ey C1) DESIGN SOIL PRESSURE = 1500. psf 7 Le See SOILS REPORT IF AVAILABLE WRITTEN BY: S a DATED, a ‘ fq a, ©2) MINIMUM CONCRETE STRENGTH AT 28 DAYS 4 | : 18” O/H TO BE 2 oO RR I ee ~ i. Typ. CS) REINF. STEEL TO CONFORM TO ASTM. | * O/H ; ABIS-4O, a | : (4) DEPTH / THICKNESS OF FOOTING INI | Min, 56'xS6"" \ rc MINIMUM DEPTH ¢ F BOTTOM OF Fe SOT Conc, Landing H “4 ae | TED ) ELOW NATLRAL GRADE Sy - | = - #e . | | L ak "yp. | Vy) | B81 fc AOD ak OD - poem | Tt id i 5 heed of ? i d \ Tup. Dt) 7 ( N T E 5 Z | . + 7 ) uP : | Bebop | - \ ; i . H 18 DESIGN SOIL BEARING PREASUIRE IS 1,500 PSF. VALUE | eon [| a \ | ee DY MAY BE INCREASED BASED ON LOCAL CONDITIONS 4 e-3 ir =" b I Wu I PROVIDE SOILS REPORT OR CONTACT LOCAL BUILDING | # 2 roa ° ' | a a Ai | A ; 7” x} | . 4 OPC 4" Conc slab o/ x in ar 5 \ aia = 2) CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE at wails Visiqueen O72 AL eoechaton \ | AP enue ! (2 = 7 SRRENGTH OF fe = 2 GOO vs 2!" Rigid slab insul. bLe oundatlon Ventilabion- Lov ee Vy : | : ant iene Ne ee PN aaa o/ 4!) Granular Fill. | Fa Min C4) |2squin. lea Vv a i I : : ae ae ; ie i | 1 | i 7 “4 2) ALL FOOTING SHALL BEAR ON LINDISTURBED SOIL A oD rs 7 \ 1; | 18" off SUITABLE FOR BEARING AT LEAST I8'' BELOW ADJACENT SLsre- 17 7 (y ne posed bas i! 7 Typ. FINISH GRADE, (4b Te | LY (20 : <H cs opewnice | | Oe ONE 7 | A) REFER TO ARCHITECTURAL PRAWINGS FOR WALL CPENINGS, 14 OV | | i \ r Z ARCHITECTURAL TREATMENT ANI? DIMENSIONS NOT SHOWN, if | = Up. m7 TT | [7 see ap ees —~——~—+-—~—~—4/ is coves, meet USlnweeemn eee eee; Sack, SR Selo BS Ea GS es Ee — _ ee oN _ i A 2 ar < s =A BS oo ! © - c 3) REFER TO MECHANICAL AND ELECTRICAL DRAWINGS A LLM LL LLL MOV LLL ° rT pT ot aia! Gee : : pe es np ee Se Z I || C NOT PART OF THIS SET) FOR SIZE AND LOCATION OF DUCT 16-6” igi | Led PON EF SEC TH SLAC AS ae # : ; = OPENINGS, PIPING, CONDUITS, ETC. NOT SHOWN. ono" eros —— | i aN ? cs ass | | a 4 eS ‘, Si RA Kitt a A YLT PIRI’ I ize - | i 4 | blo ee Face tl 6) VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE a0 i > PRIOR TO STARTING WORK ANP? NOTIFY THE ARCHITECT y Qe) IMMEDIATELY OF ANY DISCREPANCIES, © , tap A LES = Hos artis} ss Bass _ a “a bad ’ s 72 DECK ANP’ PORCH FRAMING SHALI. Ii PREAGSLIRE TREATED mo 2 a: i \ 2 3/4 (2-2 3/4" OR SHALL BE CEDAR OR REDWOOD, io it ane 7 eR j BS | OTe @.ft® ' t { t Se ad 13’-11 1/2” 14°-5 1/2” i (P L | KOOP FKAMING FLAN “i v" L170 1/2" erie HOLDOWN SCHEDULE AT2O08 ATTACHES TO CONCRETE FOUNDATION WITH A 3/ 4!! DIA. BOLT Wit / l eines gn eS ee aN a ee FOUNDATION PLAN ou MINIMLIM. EMBEDMENT INTO COT LIT2OB ATTACHES TO DOUBLE STUDS WITH CIO) 16d NAILS IN WALL ABOVE. Ie ae 8 MTTt22 ATTACHES TO CONCRETE FOUNDATION WITH A &@/ 8! DIA, BOLT WITH [&'' MINIMUM EMBE DMENT INTO CONCRETE. HITIG ATTACHES TO POSTS WITH CIE) 22d COMMOM NAILS IN WALL ABOVE, hics, £ , 8 née in the | 3 puriqht, Reproduction of . Be - mo —— . ; ’ Revision 2S) Prawn us 2sidence For: these home plans, etther in whole or in part, inclucline anu | form and’ or preparation of derwative lint 1 it Cu shom De icaric Shoe an reason wit ; - de Main Floor ADT SaPr. 4 = SicarisS works thereof, for anu reason without prior written permission is strictiy prohibited, ree ; Upper Floor G25 Sake, Penalties for violating a copuriqht may be very severe, The responsible parties are reauired to Revision #: Date: lao) V/s St, Pork - Townsend, WA GB 4 the designer or architect’ au the desianer or architect’ a damages hich may be substantial lus anu profite made leatwereaale Uae Sey Ft i et ————— oe peat 2 agslane earch s actual damages © which may be supstantiald , plus anu profits made. CS6Q) B2)-B208 il oo - ‘ iH : ; i Lee Ps Diesrch BIG Sat. “ oo eo? ae | Sra 3 : ons é - : _ The copuriane law also allows the desianer or are dames te recover statutory damaacs, which mau be ——— — abio/ Pack BS Sakt ‘ t * _ Co _ a es = — FA So EL - BHP tat in dees oe, as high as BI} OC OOO, F inaally, the ali inaer mau be required to pay the architect or desianer's Garage / Storaae ATE SaFt. Wang @ int Initucustor des lancom 7 City of Port Townsend, WA , Which often ex d the darnace (Alda. Footprint 92S Sak. Composite shingle -ooting, See 2x Cverframing ©@ coverea porch Shake siding @ gables. Me, Trusde See Owner a, . Sabah Rew Mee Mfr. Trusses @ 2A" ac, R-38 Insul. or edialy. D 26"! Ralling Covered F/B" TI Floor Sustem USE 2X 6 STUDS @ 16'' O.C, TYP AT ALL EXT... WALLS AND 2 X 4 STUDS @ ALL BEARING 2X4 @ PANO. OK AT ALL NON-BRENG L Master @16" OC, WALL LOC, doth 2 exposea etructur Oarage size & spacing. HW 7/7 8B" Th Floar Gustem on 1030) es on. |} f A" Conc, slabw/ Or I2"') thicken sl N60 Insul, All araphics, text, & information p 2 home plane, etther tn whole or in pz lor writben permioelon ie etrictiy prohibited, epi: tl ase se WOKS Cnerecot, | " mau be veru veponsible partige are required to Prawn Bu: Square Focotades: ges Cwhich mau be substantiald , plus any profite made. to recover stextuboru damacaes, which mau be The copurial ‘ed to pau the architect or desianer's Garaae / Storaae Aldea. Footer tet Py KA TS- = [<r 20 Parae ratte oe Fup. Vert. batten buard 4 ee See Owner R-27] Insul. min, Tur. S/ 8" Tupe '' Qup board ea. side at Master & Qaracde, See floor & fdtn. plans for details. 2x be lu band Use &/ 8" Type 'X"' Gup, Bd, on all clas, walls & i members, Horiz. siding, c a See Owner S\ & f 8)! Tupe iM Cup board ea, side at Master & Garaae. granu ab w/ horiz cent. tlecd to fdn walle ab garage door openinas C Termite treat) Infinity Custom Pesiagns 2x3 Parae rafter, Vert, bation board siding, See Owner | min, Tup. os Composite shingle reoting, See Cwner. @ Mfr. Trusses @ 2A" oc. USE 2X65 WALLS ANZ @1IG" OC. WALL LOC, OK AT ALL N Ka d e ZX4 @ 24" I-BRNG LO} Built-in Sh TSG! Ts Floor Suekem R-2©) |nsul, 2x belly band Hortz. siding. See Owner 26'' Rallina a Zx. Pecking ZO Kim joist. oS Http em, See plan (2122) wo LISE 2 / 6" TYPE 'K" ¢ ON ALL CLGS., >, & EXPOSED? STRUCT. MERS. Oaraae Pedroom 2 4'' CONC, SLAB W/ @X6 IO/ IO WW.M, ON 4" GRANULAR FILL. iZ'' THICKEN SLAB W/ C2) HORIZ CONT, TIED TO FNP WALLS AT GARAGE POOR OPENINGS. C TERMITE TREAT 177 8B" TH #4 BARS @ iG" axe, R-5OQ Meul. PUILDING SECTION 2 Composite shingle > rooting. See Owner. Fy F3 29 Deck jolets @ 16" occ. a 2 O Ledger tit lun beyond. See plans for slze@ & spacina, 2x Overframing @ gables. See Owner Typ. mip Frusde S @124"" ate, 2x be CC. @ ALL BEARING 2X4 @ 24" OC, L NON-PRNG LOC, C Living Room Beuond> | er o L748" Tl Floor Sustem 2x8 Peck joists Ps. @16"' ac. 7 Coaiumns beuyencd, 2O Ledger @e plans Tor SIFe & spacingaa ee PN Vert, batton See Cwner See Owner é Pedroom a1 ef 15 R @ + 7 6 2 5 ” 5' ~ 5 3/ 8 ” Floor Sustem L451 W St, Port Townsend, WA 2GS8268 C260) 62) -6205 Waune @ Inf initucustomdesign.com PUILDING SECTION A m Res I OA tn) ana City of Pert Townsend, WA EE. MMadued, dedk.. AXncamonde Re (Te. Se AC SWE «2.0 \ @ covered porch Shake siding 2x3 Barge rafter, ly band board siding, Horiz, siding, Abbreviations & AND L ANGLE e@ AT ¢ CENTERLINE a DIAMETER OR ROUN? AP, ANCHOR BOLT PuG ASPHALTIC CONCRETE APF, ABOVE FINISH FLOOR BD, BOARD BLDG, BUILDING BLK'G, BLOCKING CLA, CEILING CMU CONCRETE MASONRY COL. COLUMN CONC, CONCRETE CONT. CONTINUOUS DBL. DOUPLE DET, DETAIL DF DOUGLAS FIR DIA DIAMETER DIM, DIMENSION DR, DOOR 5, DOWN SPOUT DWa, VRAWING Exst EXISTING EA. EACH ELECT, ELECTRICAL EO. EQUAL EXT, EXTERIOR FD FLOOR DRAIN oe FINISH FLOOR FIN, FINISH FLASH, FLASHING FNP FOUNDATION FRM'G. FRAMING PT, FOOT OR FEET FTG FOOTING FURR, — FURRING OA. GAUGE QGALV, GALVANIZED OND GROUND OR, GRADE UNIT OW.P. GYPSUM WALL BOARD OLAZING SUMMARY; HW HARDWARE HORIZ, HORIZONTAL HT, HEIGHT HiCas HOLLOW CORE INSUL. INSULATION INT, INTERIOR MAK, = MAXIMUM MECH, = MECHANICAL MANUF, MANUFACTURER MIN, MINIMUM MISC, MISCELLANEOUS MTL. METAL NO. NUMPER N75, NOT TO SCALE CAG, ON CENTER PL, PLATE PLYWP?, PLYWOOD PT PRESSURE TREATED P.OC. POINT OF CONNECTION PVC POLY VINYL CHLORIDE PIPE REINF, REINFORCEP REQ'D, REQUIRED RM, ROOM SUREY, SCREVLULE etl» SHEET SHT'G, SHEATHING SIM, SIMILAR OF SQUARE 55 STAINLESS STEEL 510, STANDARD STOR, STORAGE STRUCT. STRUCTURAL suSP, SUSPENDED TOP, TOP OF PLATE TOW. TOP OF WALL TS TUBE STEEL TYP TYPICAL UBC UNIFORM BUILDING CODE UNO. UNLESS NOTED OTHERWISE VERT, = VERTICAL WP, WOOP WeW, WINDOW W/O WITHOUT WP. WATERPROOF MAIN FLOOR PLAN AREA: 4ST SF UPPER FLOOR PLAN AREA: 959 TOTAL HEATED AREA: 292 SF AREA OF VERTICAL GLAZINGC HEATED AREA) 168 F AREA OF DOOR GLAZING® HEATED AREA): |OO SF AREA OF SKYLIGHT GLAZING (HEATED AREA) N/A TOTAL GLAZING AREA: 268 SF % GLAZING TO BE HEATED FLOOR AREA\ 9% WASHINGTON STATE ENERGY CODE (2006) OPTION Ill CR-ll OCCUP,.) VALUES FOR HEATING Na s . S wy fou | Yu - Z Ze > sr ISSlZglg) zl 42/8 $8 ]s8] z Sz S<|sa|Sa] 2 | Sel= |x les] elzZ Z fez [Bul 28|=S/ SE BE lA {OS | OS] LK JO QO WOIAG IR Ko 24) VAIBR/2O | =O] C3 © fe (CS /Sslsalas | 23 2s [ee [Es] Ss /88 QO Mi {Xx {Gs | A=] OZ | S24 |SS/420 [As] CZ {AS VALLES | Ill IMED|25 4 O,AJ0.2|RS8|N/ A]R-2IIN/ A IN/ A]R-SO]RO Vales medlox |6.4]o.2|k-26|N/ AlR-2IIN/ AIN/ A[R-30|R-10 Pp ey fa n n i e i / f fp ¢ Ff H if f ‘ \ V \ \ = TT T \ we le = — ii We — > 7, NU ” va ey So ay 4 RY? iis ‘ rolls ia ||! SHEET INVEX Architectural Prawings PUILDING COVES Cl Al AZ AP Att AG P| D2 Exterlor Elevations Main & Upper Floor Plans Main & Upper Floor Framing Plans Foundation Plan/ Roof Framing Plan Building Cross Sections Construction Petails These plans have been designed to meet the codes General Notes - Isometric Views and design requirements of City of Port Townsend: 2009 IBC (Intemational Pullding Code) 2OOG IRC Clnternational Residential Code) 2009 IMC C\nternational Mechanical Code) 2009 IFC (Intemational F ire Code) 2009 UPC (Uniform Plumbing Code) Construction Petails 2006 Washinaton State Enerqu Code ( WSEC) Substitutlons The subcontractor shall base his proposal on the exact brands, systems, methods, and materials shown, If the subcontractor desires to make substitutions, he shall list them w/ his bid & in his contract, The listing shall be in sufficient detail to afford the owner means of comparison & must Include the monetary difference In contract price If the substitution Is accepted. Substitutions after slagning the contract shall be by change order onlu, Errors and omlssions If any errors or omissions appear In the drawings, spec's, or other documents, the subcontractor shall notify the owner In writing of such omissions or errors prior to proceeding with any work which appears In question, In the event of the subcontractors fallure to alive such notice, he shall be held responsible for the results of any such errors or omissions and the cost of rectifying the same. The subcontractor shall have all ttems or details clarified w/ the owner prior to submitting a bid; otherwise the owner interpretation shall be final, Windows All bedroom escape or rescue windows shall have a minimum net clear openable area of 9.7 sq. ft. The minimum net clear openable height dimension shall be 24 inches. The minimum net clear openable width dimension shall be ZO inches, When windows are provided as a means of escape or rescue they shall have a finished sill height of not more than 44 inches above the finished floor, Light & ventilation requirements for all windows are to comply w/ irc. Glass in hazardous areas and all glass within |8!' of the floor shall be safety glass per |.R.C. Attic ventilation, scuttle, and vents Attle scuttle shall be not less than Z2"'x¥SO!'! & BO!!! minimum clear headroom above the access opening, Attic access panel shall not be be located in garage if this does occur tt shall comply w/ LR.C. Ventilation shall comply with ube, See attic ventilation calculations for breakdown of ventilation required/ provided. Where thincoat stucco |s used at attic areas, a thermal barrier behind the foam or In lleu of the foam shall be used - provide corrosion resistant metal mesh at exterior vents w/ mesh openings less than inches - per ILR.C, Grading and Prainage Finish grade shall slope 9% for a distance of |O'-O'' to approved water disposal area. Area separations The garage shall be separated from the residence and tts attic area by not less than % inch qupsum board applied to the garage side. Caarages beneath habitable rooms shall be separated from all habitable rooms above by not less than % inch Tupe X qupsum board or equivalent. Where the separation |s a floor-celling assembly, the structure supporting the separation shall also be protected bu not less than % Inch qupsum board or equivalent. Openings between the garage and residence shall be equipped with solid wood doors not less than | 7% inches in thickness, solid or honeycomb core steel doors not less than | % inches thick, or ZO-minute fire-rated doors, and shall be self-closing and self-latching, Such openings shall open directly into a public street, yard or court, Water resistant applications athtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than © feet above the floor, Fireplaces Fireplace chimney shall terminate a minimum of Z'-O!' above the roof within |O'-O!'! measured horizontally per LR.C,. Fireplace hearth, lintel, hearth extensions, & fire-stopping shall comply to RIC, Provide a copy of manufacturer's Installation instructions & an |.C,.2.O. report to the fireplace Inspector. Concrete Concrete shall have a minimum compressive strength as per ILR.C. All exterior walls shall be supported on continuous solid or fully qrouted masonry or concrete footings which shall be of sufficient design to accommodate all loads as per |.R.C. and to transmit the resulting loads to the sall within the limitations as determined from the character of the soil, Footing shall be supported on undisturbed natural soils or engineered fill. Concrete slab-on-ground floors shall be a minimum 2] inches thick. The specified compressive strength of concrete shall be as per ILR.C, Wood Framing Exterior walls of wood-frame construction shall be designed and constructed as per |.R.C, Components of exterior walls shall be fastened as per |.R.C. exterior walls covered with foam plastic sheathing shall be braced as per |.R.C. Structural sheathing shall be fastened directly to structural framing members, Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Intersections with bearing partitions, End joints In top plates shall be offset at least Z4 Inches, Plates shall be a nominal Z Inches in depth and have a width at least equal to the width of the studs. Where Joists, trusses or rafters are spaced more than IG inches on center and the bearing studs below are spaced 24 inches on center, such members shall bear within @ inches of the studs beneath, Studs shall have full bearing on a nominal 2 buy or larger plate or sill having a width at least equal to the width of the studs. Interlor load-bearing walls shall be constructed, framed and fire-blocked as specified for exterior walls, F ireblocking F ireblocking shall be provided to cut off all concealed draft openings © both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided In wood-frame construction In the following locations: |, In concealed spaces of stud walls and partitions, Including furred spaces and parallel rows of studs or staggered studs as follows: a. Vertically at the ceiling and floor levels. b, Horizontally at intervals not exceeding |O feet. Z, At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceiling and cove cellings. 2, In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply as per ILR.C. Exterior Finish Asphalt-saturated felt free from holes and breaks, weighing not less than |4 pounds per |OO sa, ft. and complying with ASTM 226 or other approved weather-resistant material shall be applied over studs or sheathing of all exterior walls as per ILR.C, Such felt or material shall be applied horizontally, with the upper lauer lapped over the lower layer not less than Z inches. Where Joints occur, felt shall be lapped not less than © inches, All lath and lath attachments shall be of corrosion-resistant materials. Expanded metal or woven wire lath shall be attached with | % inch long, || gage nails having a Ye inch head, or % inch lona, lO gage staples, spaced at no more than © Inches, A minimum No, 26 galvanized sheet gage, corrosion-resistant weep screed or plastic weep-screed, with a minimum vertical attachment flange of 2 & inches shall be provided at or below the foundation plate line on exterlor stud walls In accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 Inches above the earth or Z inches above paved areas and shall be of a tupe that will allow trapped water to drain to the exterior of the building, General Notes Mechanical Thirtu Inches of working space shall be provided in front of the control side of mechanical appliances for service. Attics containing appliances requiring access shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal of the largest appliance, but not less than BO inches high and ZZ inches wide and not more than ZO feet in length when measured along the centerline of the passageway from the opening to the appliance. Condensate from all cooling coils or evaporators shall be conveyed from the drain pan outlet to an approved place of disposal. Condensate shall not discharge into a street, alley or other areas so as to cause a nulsance. Components of the condensate disposal sustem shall be cast tron, galvanized steel, copper, polybutylene, poluethulene, AGS, CPVC, or PVC pipe or tubing, Condensate waste and drain line size shall be not less than 7% inch internal diameter and shall not decrease in size from the drain pan connection to the place of condensate disposal. Pruer exhaust systems shall be independent of all other systems, shall convey the moisture to the outdoors and shall terminate on the outside of the building, Exhaust ducts shall be equipped with a backdraft damper. exhaust ducts shall be constructed of mininum O.,O16 inch thick rigid metal ducts, having smooth Interlor surfaces with joints running In the direction of alr flow. The diameter of the exhaust duct shall be as required by the clothes druer's listing and the manufacturer's installation Instructions. The maximum lenath of a clothes druer exhaust duct shall not exceed 22 feet from the druer location to the wall or roof termination, The maximum lenath of the duct shall be reduced 2.9 feet for each 42 degree bend and @ feet for each JO degree bend. The maximum length of the exhaust duct does not include the transition duct. Plumbing Water heaters shall be installed in accordance with the manufacturer's Installation instructions and as per LR.C, Water heaters having an ignition source shall be elevated such that the source of ignition is not less than iG Inches above the garage floor. Relief valves shall have a minimum rated capacity for the equipment served and shall conform to ANS! Z Z|.22, Pressure and temperature relief valves shall have a relief rating adequate to meet the pressure and temperature conditions for the appliances or equipment protected, The pressure rellef valve setting shall not exceed the tank's rated working pressure. The temperature valve shall be installed such that the temperature sensing element monitors the water within the top © inches of the tank, The ctiameter of the discharge piping shall not be less than the diameter of the relief valve outlet. The discharge pipe shall be installed so as to drain by gravity flow and shall terminate atmospherically not more than © inches above the floor. The line shall not terminate or discharge over walkways or other similar areas. The water distribution and drainage sustem of any building or premises where plumbing fixtures are Installed shall be connected to a public water supplu or sewer system. All drain, waste and vent piping shall be ABS, Drainage fittings shall have a smooth interior waterway of the same dlameter as the piping served, Drainage fittings shall have no ledges, shoulders or reductions which can retard or obstruct draiage flow in the piping, lhaccessible water distribution piping under slabs shall be copper water tube minimum Tupe M Instailed with approved fittings or bends, The maximum water consumption flow rates and quantities for all plumbing fixtures and fixture fitting shail be as follows: Lavatory faucet 2.2 qpm. at 6O psi. | Shower head 2.2 qg.ipim, at BO pis. Sink faucet 2.2 apm, at OO pis. Water closet 1.6 gallons per flushing cucle All kitchen sink, lavatory, bathtub, shower, laundry tub, and washing machine outlets shall be provided with hot and cold water. All hot water lines located above the slab shall be completely insulated with a minimum of R-4 Insulation, Electrical The service disconnecting means shall be installed at a readily accessible location either outside of a building or inside nearest the point of entrance of the service conductors, Service disconnecting means shall not be installed in bathrooms, A minimum of two ZO ampere rated branch circuits shall be provided to serve receptacles located In the kitchen, pantru, breakfast area, dining area or similar area of a dwelling. The kitchen countertop receptacles shall be served by a minimum of two ZO ampere rated branch circutts, either or both of which shall also be permitted to supply other receptacle outlets in the kitchen, pantry, breakfast and dining area Including receptacle outlets for refrigeration appliances. A minimum of one ZO ampere rated branch circutt shall be provided for receptacles located in the laundry area and shall serve only receptacle outlets located In the laundry area. A minimum of one ZO ampere rated branch circuit shall be provided to supply the bathroom receptacle outlets, Such circutts shall have no other outlets. Receptacles shall be installed so that ho point along the floor ling In any wall space |s more than © feet, measured horizontally, from an 5 outlet In that space. At kitchen countertops - a receptacle outlet shall be installed at each wall counter space |Z Inches or wider, Receptacle outlets shall be installed so that no point along the wall line is more than 24 Inches, measured horizontally from a receptacle outlet In that space, Receptacle outlets shall be located not more than 2O inches above the countertop. At least one wall receptacle outlet shall be installed in bathrooms and such outlet shall be located within 26 inches of the outside edge of each lavatory basin, At least one receptacle outlet accessible at qrade level and not more than 6 feet, © inches above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Hallways of |O feet or more in length shall have at least one receptacle outlet. All 22 volt, single-phase, 12 and ZO ampere receptacles installed in kitchens, bathrooms, garages, and outdoors shall have qround-fault circutt interrupter protection, All branch circuits that supply 1225 volt, single-phase, 12 and ZO ampere outlets installed in dwelling untt bedrooms shall be protected by an arc-fault circutt interrupter listed to provide protection to the entire branch circutt, All luminaires installed In wet locations shall be marked ''SUITABLE FOR WET LOCATIONS." All luminaires installed in damp locations shall be marked ''SUITABLE FOR DAMP LOCATIONS"! In closets - surface-mounted Incandescent luminaires shall be installed on the wall above the door or on the ceiling, provided there |s a minimum clearance of |Z inches between the fixture and the nearest point of a storage space. Smoke alarms shall be installed In each sleeping room, outside each sleeping area in the Immediate vicinity of the bedroom, and on each additional story of the dwelling. Smoke alarms shall be interconnected and shall receive their power from the building wiring, Infinity Custom Pesians © Copuright ZOO All graphics, text, & information present In these plans are protected by copyright. Reproduction of Revicion: Scare eelesemen Drawn Bu: Cusbom BPesidence Ber: E Cc f | V E In) Plan # Sheet + these home plans, etther in whole or In part, Including any form and/ or preparation of derivative —— —_—r—e | a it Custo Ve ' GC wy i za.) | ——s+_ oo 5 Lb Main Floor AST SqFt. NT ire Stom SIGQns Ht || works thereof, for anu reason without prior written permission Is strictly prohibited, i at BLP \ O- ot | Penalties for violating a copuriaht may be very severe. The responsible parties are required to Revisicn #F; Date: meas uae l45|1 W St, Port Townsend, WA 98268 - . a | UJ pay the designer or architect's actual damages © which may be substantial), plus any profits made. Livearle eee VV G CSE0Q) 82|-G2Z2O8 "a mua ae. | a YH C, The copyright law also allows the designer or architect to recover statutory damages, which may be ———. ————___—_ Patio/ Peck 278 Sakt. ta“ 1 : sae | as high as $lOC_,OOCO, Finally, the infringer may be required to pay the architect or designer's Garage/ Storage 478 Sake. Waune @ inf initucustomdesign.com STE TTS reasonable legal fees, which often exceed the damages. ida, Footprint O25 SqFt. Parcel ZOS7OIBO6G - City of Port Townsend, WA CITY OF f ORT TORNSEN RR NG ee STAIRS AS PER ARCH. BEAM PERP. TO WALL— BEAM—SEE FRAMING SIMP. STRAP AS REQ’D PLAN " 4” CONCRETE SLAB DETAILS a ee - 1/2" EXP. UNT. 4” COMPACTED GRANULAR FILL » " ANCHOR PER MFG SIMP. LSTA21 ENG ; ——---- EE 5/ 8 @ A. BOLTS x 6 LG. @ sp Ei c’S —— STRAP CENTERED OVER RKABAKARA RRA RARAAARRERRR RY RE ot SS 24” O.C. TT | CONN. ANCHOR PER ® , : GE do ao aia Wa Wo we wa oS 4” CONC. SLAB AS DBL. 2x TOP PLATE MFG'S SPEC'S = -LOOR: GHERTHING, BEEPS SESED PER PLAN OVER 4” CONT. BEAM PARALLEL TO i] ~ PER PLAN a1 ——— PER PLAN WALL-SIMP. LSTA21 > > baEaha gi “ 2x WD. STUDS @16” 0. LII STRAP AT EA. me = NG. & BARS CONT = T.0.S. AS -U.N.O. SIDE OF BEAM TO LS _ h— 2X SOLID BLOCKING a ————————— 5 ey Te Bee ee PER ARCH. POST CENTERED OVER F BIWN JOISTS, TYP. : © —| |= IF | en [=| |= CONNECTION L—-] s Pe) - eatteatk * = O41 1 | Lo 12” a | CC — SOLID(OR BUILT UP) | —"s [alike ailas Tie LSTA21 WOOD POST— SEE [-—— BEGIN NALING NOTE: (2)-#4 CONT. BOT CONN. ANCHOR PER FeAbibis’ PYAw @ PINE 2 WOR OFF SET JOISTS AT A. \TURNDOWN AT GARAGE ~ = . . pana ; Our : : ° \ wee ee’ PUAN ING PROVIDE 2% SOLID BLOCKING oa ele 2 2’-0” SQ. Pup AS SHOWN * L. 2x TO —_ Eel CONT TOF PLATE | 816d © KING STUDS EXT. STAIR DETAIL @ CONC. FTG. 6-16d @ KING STUDS——_| q TO BEAM er, 2 O}- Scab vats To POsTs le wt 8 Hise WALL (SM. © BEA Ipbehyalelists mu : -T.S. ” cH > NTS. -B. «C, 2x WD. STUDS @16 ee Fe pA SCALE : N.T.S FF. W/ 1/2” v\ SIMPSON BP5/8 > U.N.O. 1S OR APPRVD EQUIV "SIMPSON” ST6215 nal EXP. JOINT QUIV. HORIZ. STRAP BETWEEN DBL. 2x KING STUD AT ———~_| | w| 4” CONC. SLAB (MIN. OF 2 PER PLATE BEAM AND TOP PLATE GARAGE. PATIO LOC. PI, Wl 4” COMPACTED & W/IN 12” OF ANY CORNER) AND AT OPENINGS MSTC 40/52? INST <| GRANULAR FILL SIMPSON H2.5 ANCHOR ALT. STUDS TO PROVIDE CONTINUOUS we . < DIAPHRAGM CHORD ELEMENT 5-0 OR LARGER AND = 7 UNDISTURBED SOIL WHERE SPECIFIED ON ie sme c Te Z im TL] I \] FLOOR AND/OR FRAMING SOLID(OR BUILT-UP) \— "|| A LeApER PLANS WOOD POST—SEE FRAMING PLAN i (SEE PLAN NAIL SHEATHING TO h FOR SIZE) BEAM /WALL POST CONNECTIONS BLOCKING W/ (4) 8d #4 VERT. @ MID. STEM ; | SCALE : NTS. os NAILS wm] | 48" 0.C., ALL CORNERS, = pall 36” RAILING, SHEATHING PER PLAN a = 3° ALTERNATE BENDS Y | |--~—— “SIMPSON” ST6215 STRAP W/ SEE OWNER FOR ale \ Vanta (5) 16d NAILS EACH END Ae MATERIALS & TYPE. x fe _ OR APPROVED EQUAL) “ x ” : SEE PLANS , #1 | NOTE: y i AND SPEC’S FOR ROOF SHEATHING PER r— 2_X DECK MATERIALS 7 3 epee rey S PROVI RNER NU EXT. MATERIALS SPECIFICATIONS—U.N.O. SEE PLAN = OVIDE CORNER BARS AT ALL N B<] 'SL RI dGIST FOOTINGS AND STEM REINFORCEMENT |! —— pouBLE KING STUDS (MINIMUM 24” RETURN EACH END) SEE ROOF PLAN 2x8 VALLEY PLATE W/ ~ BEAM / NA LL FOR PITCH 2x6 RAFTERS OR 2S [S<[ ><) [>< [>< ><) >< 5” [VARIES | 5” ~~ | ail | 2X RIM JOIST, ——————1y " \ VARIES CONNECTION CONTINUOUS. ~~ 2X6 EXTERIOR WALL 1 SCALE : N.T.S. . 7 Tul JOISTS PER PLAN 2x RAFTERS Ga ALS Gr i.e. — DECK JOISTS, 3 GARAGE WALL FOUNDATION SIMPSON CMSTC16 STRAP @ PERFORATED es) eee eee SCALE: N.T-S. SHEARWALL OPENINGS ONLY (U.N.O.). CARRY FRAMING PLAN f 3———_ WOOD BEAM, W/ (4) 16d TOENAILS STRAP 28” (MIN.) PAST OPENING EA. SIDE, = zi PER PLAN OR AS NOTED ON PLANS P ‘ CONTINUE ROOF ————_| ——a > \ “ SHEATHING UNDER 2—16d NAILS AT EACH N— Typ. DOUBLE ENTIRE OVERFRAMED LOC. WHERE VALLEY JOISTS PARA. TO EXT. WALL Tor POE AREA-VP. - ree “ws DECK JOIST DETAIL Fame Nts ee / sS feee ear BE = *\- ROOF TRUSSES ‘ 1 SCALE : N.T.S. —_— Ce | PLATE WHEN SEE ROOF FRMG. PLAN an a 4) 8d BLOCK 2X SOLID : eytey ee) URUBSES HOLDOWN WHERE oe BLOCK TO a : f : MTL. FLASHING OVER 1/2” MAX DECURS PER PLAN TJ] JOISTS PER PLAN d ” STEP DOWN . E eeam om BEADED BER. PLAN \ VALLEY OVERFRAMING AT ROOF 10d @ 6” O.C. ; 1 F SCALE > NTS. 1 1/4”x TIMBER STRAND LSL YE os Ee eae Ft TYP. STUDS SHEATHING SIDING PER PLAN AND NAILING PER SIMPSON LSTA24 ad AS DEPTH OF Tul SHEATHING PER PLAN Tee @ 48” 0.C. 2 SHEARWALL SCHEDULE ‘a W/ (4) 16d TOENAILS - SS wuinestup PER PLAN NAILING eS TN 3 iN PER GENERAL NOTES Bd @ 6” O.C: COMPOSITE ROOFING. od . | V ALL THREAD TO MATCH A . 1 ae* WIDE $501 GWEAT INSTALL PER. MFGR’S. SPECS J ty. vo'sts i 2x DECK JOISTS Le Be ERD TO MIC SS SL RIM JOIST PERFORATED SHEARWALL FRAMING SHEET UNDER VALLEY \ SE PAGING. SCHED. > al 7 T #2 SPACING LSL RIM JOIST SCALE : N.1.S. ar 2 2 “fr =_\ ; i ~s J ee P.T. 2x6 PLATE W/ 5/8” = SIMP, LUS28_ HANGER A = can M BORIS 9 36" Oe. ~~ F< AT EA. JST TO LEDGER “aes S — = ee Ss ” ROOF FRAMING QQ KA 2X6 EXTERIOR WALL — So ETAL Ee #4 @ 48” 0.C. VERT. 2x10 CONT. P.T. LEDGER AT Cen ee ae = RN as SEE DETAIL S55 24 GA. G.I. VALLEY PATIO OR BALCONY W/ = —— ==——=(ALL_BENDS) \ [Yo 13/01 FELT UNDERLAYMENT Hi RIB DIVERTER’ SEAM 5-16d NAILS INTO EA. nesses = Sy, © 17" 0.0. HOR Nt TO LAP OVER VALLEY (| / AND CRIMPED FLOOR TRUSS—TYP. = = ! : FLASHING. HOLD 2” BACK j EDGES 2) #4 CONT sul FROM STANDING SEAM MS —_—— CONT. | | or 6 JOISTS PERP. TO EXT. WALL a \ \ WW Z — 2X4 CONT. BLKG. SCALE : N.T.S. L 4 BETWEEN TRUSSES xe JOISTS PARA. TO STRIP FOOTING eee, 4 O) PARALLEL TRUSS/WALL/LEDGER Oe aa \ : FOS 4 A) MALLEY FLASHING SCALE : NTS. (i SCALE : N.T.S. 2x STUD AT (2) 16” 0.C.—U.N.O \ {2 .C.—U.N.O. 16d NAILS AT 26ga G.I. FLASHING-—————— 12° 0.C.—U.N.O. ROOFING MATERIAL 2x CONT. PLATE 2 X RS. TRIM BD. EXTERIOR WALL ( SEE PLANS ) . OO Ny MIN. 2’-8" PANEL WIDTH 30# FELT EA. COURSE 16d NAILS @ 6” O.C. 1 1/4"x TIMBER STRAND LSL STONE VENEER HOLDOWN WHERE MAX. 10’—0” PANEL HGT. INSTALL NAILS IN H2.5 TO 3/4” RATED SHTH’G INDEX 32/16 STAGGERED AT LEDGER W/ 16d @16” 0.C.—DEPTH ‘ OCCURS PER PLAN i , TRUSS AFTER LOADING 1_AIR SPACE, 22 ga 3/8” APA—RATED SHTH’G TRUSSES (COMMON) TO BLOCKING—TYP. | OF TIMBER STRAND SAME MASONRY TIES © 16” O.C. TJl JOISTS, PER PLAN EDGE: 4” 0.C. SEE ROOF PLAN 5/8” GYPSUM BD. CEILING 2X_DECK MATERIALS 4, EA. WAY, 15% BUILDING FIELD: 12” 0.C. Use SAME RNGHORAGE FOR PITCH SEE PLANS 4 FLOOR SHEATHING-SEE SHTHG 2 X a ae SIDING PER PLAN BOTH SIDES CONN. U.N.O = 2x SOLID BLKG. W 8d NAILS @ SIMPSON HDSA ee a AND FASTENERS i a 6” 0.C. @ SHT'G TO BLKG. & 3 EA. SIDE W/ 5/8 |=) a ae ° 16d TOENAILS PER BLOCK © A.B. PER MFR. a: |_ SIMPSON H2.5 © 48” 0.C. PLY'D SHTHG PER PLAN a T EA. al = SIDE W) 5/8” AB. woes = a -— NOTE: pee FE POSTS PER PLAN psk. RM wOleT “| > 8d @ 6 OC. PROVIDE MIN. 3/4” A.P.A. RATED W/ P.T. BASE INSTALL PER MFR. SPECS SEE ROOF FRAMING PLAN SOR SHT'G W/8d NAILS @ 6" 0.C. ALL THREAD TO MATCH A f OVERHANG CONDITION ~ ee } pb - e OVER ALL SHEAR WALL LOC. BOLT SIZE IN HOLDOWN . oN / ONLY BEHIND LEDGER AT FLOOR WEEP HOLES @ 24” O.C. SCHED. yA Paty iL TRUSSES. SOLID BLOCK BETWEEN a #4 HORIZ. REBAR lee ~ FLOOR SHEATHING AND DBL. TOP 26 ga. G.I. FLASHING NO SIMPSON "ABU66 wz s a AT TOP & BOTTOM / G.I. GUTTER ON 2 X 8 FASCIA SYA PLATE AT ALL_ BEARING POSTS IN WEEP SCREED @ EA. POST P.T. 2x6 PLATE W/ 5/8 NOTE: SIMP. H2.5 - 2X DECK JOISTS <P ~ UPPER WALL—TYP. N w/ 5/8” AB. A. BOLTS @ 48” 0.C. : _ Saees SN 3/4” "ACX” PLYWD SOFFIT W/ — TJl JOISTS—-SEE Nae EA TRUSS TO TOP CONT, SCREENED VENT. ' SEE FRAMING PLAN As LN FRAMING PLAN = = VE. 0 SIMP. LUS28 HANGER “ON SI = ~ ae #4 @ 48” O.C. VERT. , IMP. H2.5 @ EA. Tul og | —~— (3) 5/8” DIA. A.B. 5’ SIDE SETBACK) AT EA. JST TO LEDGER NS TO PLATE 4 = (ALL_BENDS) AT 1/5th POINTS ALT. BEAM LOCATION —SEE \ \ - F===CONC. FTG. PER PLAN = NOTE: FLOOR PLAN FOR SIZE 2x10 CONT. P.T. wat AT t _~ St ie he 4 @ 12” 0.C. HOR. PANELS SHALL BE SUPPORTED | SHTH'G PER PLAN PATIO OR BALCONY W : ——s DIRECTLY ON A FOUNDATION AND GENERAL NOTES 3—16d NAILS INTO EA. . W/3—-16d TOE-NAILS S===(3) #4 EA WAY SS5S]0) Fe cont. WHICH IS CONTINUOUS ACROSS FLOOR TRUSS-TYP. 2x6 BRG. » AT EA. BLOCK TO TOP PLATE (2) #4 EA. = = = ” 6 — Se SY / ee ey aa 7 Bua Coes. Ae Bean 0.C. DBL. 2x CONT. TOP PLATE-TYP. VEC E = TR) \ i SEE FLOOR PLAN FOR SIZE CONNECTION AT BEAM {[— en] 1/2” GYPSUM BD. ; SIMILAR HV | I! ALT. BRACED WALL PANEL | = TRUSS /WALL (BM.) 9 PERP. TRUSS /LEDGER /RAFT. OR JOISTS 5 WOOD PATIO POSTS (SIM. @ SINGLE POST W/O STONE) 1 JOISTS PERP. TO STRIP FQOTING- hut 1 / SCALE : NTS. JF SCALE : N.T.S. SCALE : N.T.S. SCALE : N.T.S. SCALE : N.T.S. rs | | i - 1 yest wate wok a & oak pri in aie ale oe pretest? by cop el eo Revision: Seuss Festeaeet Drawn Bu: | . C§ustem BPaesiadenceae @ar: Sheet # nese home plans, either in whole or in part, including any Torm an or preparation o eriv. oe Main Floor Her Sele, core lntin itu Custom Des iqns ———= ———— works thereof, for any reason without prior written permission is strictly prohibited, iB} Taal IDS Sat. - Penalties for violating a copuright may be very severe. The responsible parties are required to Revision #: Date: I-10-IO Prer or A. I45| W St, Port Townsend, WA 98268 7 ‘ 1 A Liveable IB92Z Sat. pau the designer or architect's actual damages © which may be substantial) , plus any profits made. C260) 82)-82 ea The copuright law also allows the desiqner or architect to recover statutory damages, which mau be Patio/ Peck B7S Sake. I i O t| ZO as high as #1\OO,OOCO. Finallu, the infringer mau be required to pay the architect or designer's QCarage/ Storage 478 Sat. Waune @ inf initucustomdesign.com Parcel JOS37OIBO6 - City of Port Townsend, WA reasonable legal fees, which sen exceed the damages. Bldg. Footprint IBS SaFt. PLYWOOD SHEAR Vale WALL, PER STRUCT. ca PER DWG’S Ca STUD WALL 1x BASEBOARD FIRST STUD NOT BEHIND WATER HEATER. L—— 6” MAXIMUM FLEXIBLE WATER CONN. INTERIOR FINISH | | — WATER HEATER 6” MAXIMUM GARAGE DOOR : UGE PERF / BERS TAPE NK FROM 2x6 TRIM wn] ~~ 4x. poor TRIM EXT. SIDING, PLUMBERS TAPE SEE. PLANS. |" X 3” LAG SCREW W/ FLAT WASHER. | ad yy aang FLEXIBLE WATER CONN. GARAGE DOOR JAMBS 2 4 SCALE: 3/4” = 1-0" NY DBL. 2x TOP 2x WD. CRIPPLE PLATE CONT. STUDS @ 16” 0.C. L \ LA | 2x WD. STUDS \ : =i @ 16” O.C oN j FLEXIBLE GAS CONN. 2 eH ({ 6-16d @ KING Cet RAISE PILOT LIGHT STUD TO oH ae is ATTACH W.H. TO BASE mass |) & BASE TO FLOOR 5-468 © KING \ onto floc grg ectngennccny canara STUD 10 ee ee \L HEADER—SEE FRAMING PLAN ELEVATIO TRIMER FOR SIZE 2 6 SCALE : N.T.S. er CONTRACTOR MAY SUB TRIMM RAILING MATERIAL W/ pe RR LOGS TO MATCH HOUSE. DBL. 2x4 KING STUDS AT OPENINGS x STUDS ‘AT OPENINGS GREATER HANDRAIL AAO RTWRE G2" eo THAN 8'-0" FOR 2x4 WALLS. DBL. | hy 2x6 KING STUDS AT OPENINGS 6°—0 OR LARGER FOR 2x6 WALLS r/) > Me _ = /\ D2 WINDOW/DOOR HEADER SCALE: N.T.S. PARTITION RAILING || 1_” PART. BD. BULLNOSE HANDRAIL Thea GLUED & cree le INSTALL AFTER ROOF ON BALLUSTER . —— NX OR PARTITION ; | J. en NY \ (VERIFY STYLE) r scmeciadnemaniaedl ms SS >» SHOE RAIL | FOR BALLUSTERS \ ND —_ —— ' nosinc or tren USI oN ae 2 X 12 STRINGER \ sep 2 X BLOCKING S l ine %” PLYWOOD RISERS N (3) 2 X 12 STRINGERS 5/8” TYPE "X” G.W.B. TYP. UNDER STAIR STAIR DETAIL 2D SCALE : N.T.S. MATERIALS SPECIFIED; MOISTOP FLASHING PAPER AND "SUPER JUMBO TEX” 60 MINUTE PAPER MANUFACTURED BY FORTIFIBER CORPORATION PORTLAND, OREGON "BITUTHENE” ICE AND WATER SHED MANUFACTURED BY W.R. GRACE AND COMPANY CAMBRIDGE, MASS. STH SHEET METAL WHERE SPECIFIED —TYPICAL SHALL BE INSTALLED PER SMACNA RECOMMENED SPECIFICATIONS NOTE: PROVIDE SOLID BACKING TO SUPPORT MOISTOP PAPER STAPLE PERIMETER OF MOISTOP TO FRAMING MEMBERS 1” FROM OUTSIDE EDGE TO PREVENT WIND . ; DAMAGE. INSUL. AS SPEC. 3/4" SHEATHING 1ST: ATTACH 12” MOISTOP FLASHING 4TH: ATTACH THE 4TH STRIP OF FLUSH ALONG THE BOTTOM OF THE FLASHING LAST, OVERLAPPING AND N OPENING. THE LENGTH OF THE SEALED AGAINST THE FULL HEIGHT << FLASHING MUST BE LONG ENOUGH OF THE OUTER FACE OF THE TOP aN Pin TO FALL A MIN. OF 12° BEYOND NAILING FLANGE WITH A CONT. BEAD Z, Ly BLOCKING Lt THE OPENING ON BOTH SIDES OF SEALANT. CUT THE TOP PIECE OF FLOOR JOISTS AS REQ‘ a) SO_THAT IT IS BEYOND THE TWO FLASHING SUFFICIENTLY LONG SO , ~ VERTICALS THAT ARE ATTACHED THAT IT WILL EXTEND PAST THE PST — BEAM | IN STEP 2. EDGES OF BOTH STRIPS OF SIDE Itt Pcathent : Z| x 2ND: ATTACH FLASHING ALONG THE FLASHING. Spa | lH VERTICAL SIDES OF THE OPENING | FLUSH WITH THE EDGE. MAKING SURE STH: STARTING AT THE BOTTOM OF ce THAT IT’S OVER THE BOTTOM HORIZ. THE WALL LAP THE APPROVED NY] ld STRIP. LENGTH OF THE FLASHING BUILDING PAPER OVER THE WEEP Co MUST BE LONG ENOUGH TO FALL A SCREED(WHERE OCCURS) AND LIP = MIN. OF 12” BEYOND THE OPENING THE WALL IN WEATHERBOARD > ON TOP AND BOTTOM SO THAT IT IS FASHION, FIRST COURSE THAT ~ BEYOND THE HORIZ. PIECE THAT IS INTERSECTS THE WINDOW OPENING ATTACHED IN STEP 4 AFTER THE BENEATH THE SILL STRIP FLASHING [ve WINDOW IS PLACED IN THE OPENING WITH THE, SUBSEQUENT COURSES 3RD: INSTALL THE WINDOW PLUMB me BEE ee es TE eee (3) 1g» AND SQUARE BY PRESSING THE Tr Ne ate Vo NAILING FLANGE POSITIVELY INTO VARIES - =F nie a oHER xP * SEE SECTIONS FOR ~ A CONTINUOUS BEAD OF SEALANT -o mg LANDING/STRINGER/ WHICH EXTENDS AROUND THE BOT. AS SPEC. 9 x TREAD HGT/RISE/RUN AND VERTICAL PERIMETER OF THE WINDOW. * SEE FOUNDATION INT. FOOTING DETAIL (TYP.) U-SHAPED STAIR ee a Q7 4A DIMENSIONS 2 WINDOW FLASHING NOTES SCALE : NTS SCALE: N.T.S. SCALE : N.T.S. Infinity Custom Pesigns © Copuright ZOIO All graphics, text, & information present In these plans are protected by copyriaht, Reproduction of 2 S — p Bu: PI + + these home plans, etther in whole or In part, including any form and/ or preparation of derivative Sevisiont eee a latin teu Cl istom Des iqns Guetem RFesitdenee For : Pian’ Sheet works thereof, for any reason without prior written permission Is strictly prohibited, wen el ap ai aoe Penalties for violating a copuright may be very severe. The responsible parties are required to Revision #: Date: —— = = —= I4S5| W St, Port Townsend, WA 28268 - i pay the designer or architect's actual damages © which may be substantiald , plus any profits made, setae and VV S C560) 821-8208 ’ dial +?) | aan Cc Oo | C ) — / (J GH The copyright law also allows the .desiqner or architect to recover statutory damages, which may be — Patlo/ Deck 279 Saft. ' ' “ ean as high as $lLOOC,OCO, Finally, the infringer may be required to pay the architect or designer's Garage / Storage A78 SaFt. Wwaune @ Inf initucustomdesiagn.com reasonable legal fees, which often exceed the damages. Blda. Footprint B55 SaFt. Parcel VEST7OlIl|BOE - City of Port Townsend, WA