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Permit File BLD-2019-0817 1317 16th Street (2)
_r -k ' 1 \Z o oN\ce____ c I Gth STREETQ_0LO ) c\-- ,- '' '' ...) ,PERCENT OF LOT COVERED LOT AREA 899 I SQ. f T. EXISTING HOUSE, PORCH , DECKS *CARPORT 182 I SQ. FT. GARAGE w/ LIVING ABOVE , STEPS * SIDEWALK 992 SQ. FT. 1 FIRE TOTAL COVERAGE 281 3 SQ. FT. HYDRANT PERCENT OF COVERAGE 3 I .2% I s'-5* CITY WATER TOTAL IMPERVIOUS AREA ELEVATION 58.5' _ _ ° EXISTING HOUSE, PORCH , DECKS $ CARPORT 182 1 SQ. FT. S 88d 09' S8" E 59.91' ELEVATION 50.5' EXISTING GRAVEL DRIVE WAY 779 SQ. FT. - NEW GRAVEL DRIVE WAY 1390 SQ. FT. GARAGE w/ LIVING ABOVE , STEPS 4 SIDEWALK 992 5Q. FT. I%SLOPE Q TOTAL 4982 SQ. FT. 7 1 �� PERCENT OF IMPERVIOUS 55.4% _> p7 1%SLOPE r r✓�! 0 O p 0 0 NOTES: iLu W J r - \)-_ Q0 __ SIDE WALK w I I . SEWER WILL BE CONNECTED TO EXISTING SEWER HUB. I I J -- > 2. WATER WILL BE CONNECT TO EXISTING METER Z `-V v 3. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH LU Z U SILT FENCES AND SHALLOW SWALES TO PROTECT THE - ADJACENT PROPERTY. Q 4. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET w HOUSE a s PROTECTOR INSTALLED PER WSDOT DETAIL 1-40.20-00 J of L -! 5. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. U sC �' G. ALL DIRT TO BE HAULED AWAY 7. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE I T DECK w PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB $ GUTTER. i `�' ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL N N PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. ---- , p 5. UNDISTURBED SOIL PER BMP CI 01 to In bi BMPI2I x H I�90 SLOPS �MPC 24GDECK x O ZSODDING I,"-42 0 x z 2%SLOPE -,O GARAGE wl LIVING ABOVE --\----- Q x I �p,1Nl U G INDEX: t FILLED w/WASHED I"-2"DIA. DRAINROCK 4" PERFORATED PIPE I%SLOPE - U BMP233 1t_. t a= - - - - _- SILT FENCE �`; WRAP ALL SIDES AND TOP w/ TIGHTLINED TO ROOF DRAINS -� _ - - •' I NEW SITE ELAN GEOTEYTILE SEPERATION FABRIC - III II - - , A T---------pER E , 5DO5-a2 T -„_ 0 o ii I 4'SEWER 2 . EXISTING SITE PLAN Tn=i� �_u_A-T=,. =u i Tlii=il=ii, I') I) Bs °°m fill o - 8„ iiriv -- 7.:5+r-'Wj-'_ - I IA ,L,vin, II I� ( 1� a w 3 . L 1 TI o N S 1�" °�' "� , Et 0 �. , W I 4. ' GARAGE S IVIA5IN ELO P 55 �=��.�=.r=.r�i 2.s P; i--• --- 1 > OIJNDA.T.IO;N $ MAIN 1-LOOK PRAMI $PLANS j am. =tsfa,�, NEW 7 75atti r�.�..�:. ` U(B BMPI23 PLA G. ROOP. PLAN. SECTIONAL DETAILS Tc) 1.r.,.r�S.r��.r�.r��., SIFEwALK ; Porch . Iria .� I� =�lY-�=+♦? al;,r FlG.3.1.2 PLASTIC Co�ERING 7 GARAGE MAIN FLOOD �I�AC� WALL LINE P �N S 1 5' -_ lL�vtr�� r���.I 4 Au ooP c POJ Ano11 RT PIIF \ I - \DIZAIU UUES TD GO TO II ' LONG DRY WELL 0 0 I19 CONCRETE .5'DEEU- F: x - .-^:`,4 .- - gg t Ld°� - �, I s. 1 1' CRETE HANDLING t ,` T I I s DEEP Y BMP 15 I f ! a 55 5Q. FT.SURFACE AREA • I' L � II PARKINGBMPISd R �.... . ; I Bedroom ly I �_ :c:01:NNIL CRETE'NAS TAEEA a ��ROOF AREA 1088 SCE. FT. I Kitchen 11 I� °"`"'"III 1 ,.,. G hIn' 1 j Li] \ /� R M IT tf . CI 1 _. . 0 i Y1088 � / I L -il 1- 111) iI I \ / XIVI P240 �T. , :>1r �--n ri W7 �IX 15I = 55 SQ. FT. L� i� LL DOWNSPOUT // IMEN7TRAP3 i L -fli '5 ELEVATION 61.8' 6 g p p _ _- �i �. 7 5%SLOPE POWER ° rJ 290 SLOPE e" � POLE l 1 EVATION 50/�'®(�j� t I ELEVATION 60.0 ELEVATION 55.9' S 88d 70' 38 E 89.92 r^�,`� jAN 0 3, 2(t2� 1 i I BARRIER IFOENCE \ -- - _ tJ P ` --: 8 SANITARY SEWER 1�\ • LJ MAINTAIN 2'MIDIIMUN SEPERATION ALLEY 05 FROM UTILITY POLE TO EXCAVATION. BMP C 107 SHALL I. L` + „ ; �✓ i V e+ .,�, r�:1. I 3 �f� �I(1 n'. � OF � j � GRAVEL CONSTRUCTION ROAD w/ I l l O 1 v 4'-8.QUARRY DETAILS I LLS -80 BUILDER TO VERIFY ALL DIMENSIONS PER WSDOT I-80.I O-02 CONSTRUCTION NEEDS TO COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE RC 201 5 BUILDING CODES %�u'm1 mn; PLUMBING TO COMPLY WITH THE 1111�JII1�11111■I111, 201 5 UNIFORM PLUMBING CODE � -�I I 111 mt u. 7 � W `.'i en '�II'IllIni8 11P�lihti NIN I,Atki.. z ;.,' 1 1 I . I 'I " " SCALE: I " =20'-O" ON I I " x 1 7" PAPER } ,uriiairiirimrsslririliirrrmiriril�i'I„I�r�ar�r " = I " U I of 7 ,O 11111■11111■11111■1111A11111■IIIII■IIIII■I ■IIIII■II SCALE: I 10-0 ON 22" x 34 PAPER ,u ■IIIm111m111m111111111111111■ltllq 11■111m g'_I' I■IIIm11111■Illmllmlllm11111■Illl ImIIII 24'-62- REV.#2 1 2/28/19 0 nmlllmlllmlllq�1111■Ilimlllmll.III1IIII1II IJI mmmmlll/1tinfirii wl■mmnumnmlumn SIDEWALK.'...,,,,__ IDEWALK ° ll'..,..,,.,.,.,.,_.,.,_ ' -..0 NEW SITE P_AN ELEVATION 61.8' \ I Iq1■IIIII■IIIII■Ilgl■IIIII■IIIII■1141�1 �.'L-AVP� .... r 1,IImIuIlIII11mI1111■1IIII■IIII(■IUl■ w mlhIII IIl■11IIr■lilmlllmIIIUIIII z ' ''-_ -9lmulmlllmllul■lu ELEVATION G0.0 ---- - I mlmmmluIWI�% 9' AVERAGE ORIGINAL N I C h O LAS AND. 1 C h G A RAGE w/ LIVING ASO V E TOP OF I I ---- --- -__;_I GRADE w EXISTING SLAB ,1 -- __- --____ ELEVATION 55.6' 12• TOP OF SLAB - --- ---.--.---.-----. _ _- - -__-- ADDRESS: 13 17 I Gth STREET VARIFY DIMENSION VEMID POINT PARCEL: P 55550 AVERAGE ORIGINAL GRADE ELEVATION 50.8'50UTh ELEVATION Geo ID: 3 77 2-09 I -O 10-0007 DRAWN BY: BRUCE RUSTAD DATt: 12/07/ 19 I Gth STREET Z FIRE HYDRANT ELEVATION 58.5' o t- CITY• S 88d 09' 58" E 8q I WATER ELEVATION 50.8' )- Cam' cf I W o 1-- --T----- �0, I , 0 I 0 SIDE WALK J EXISTING PERCENT OF LOT COVERED Z —' U LOT AREA 899 I SQ. FT. Q z f HOUSE, PORCH , DECKS $ CARPORT 1821 SQ. FT. z HOUSE i io PERCENT OF COVERAGE 20.3% J 0.)I o� w m - III Oi TOTAL IMPERVIOUS AREA U DECK tuHOUSE, PORCH , DECKS CARPORT 182 I SQ. FT. CZ N• L N EXISTING GRAVEL DRIVE WAY 779 SQ. FT. ( -I I .b EXISTING GRAVEL PARKING 444 SQ. FT. o TOTAL 3044 5Q. FT. _m REMOVE DECK 0 5 PERCENT OF IMPERVIOUS 33.8% a' CONCRETE PAD I a z AND PORTION OF Iz ROCK RETAINING WALL Q U f ELEVATION ...� 58.7' LLJ UJ(.9 CD z P I22•R I - O>O POLE Q a_ I CONCRETE PAD W ELEVATION > I ELEVATION 58_7' 60.7\ ELEVATION .f 55.G \ U • ZONE: R-3 E EVATION 61 .8' ' BUILDER TO VERIFY ALL DIMENSIONS �= ELEVATION 55.9` OLER ELEVATION 50.8' CONSTRUCTION NEEDS TO COMPLY WITH ELEVATION 00.0' S 88d 70' 38" E 89.92' 201 5 WASHINGTON STATE ENERGY CODE (WSEC) q ` � BUILDING TO COMPLY WITH THE 8" SANITARY SEWER \ IRC 2015 BUILDING CODES �_ PLUMBING TO COMPLY WITH THE ALLEY 7 2015 UNIFORM PLUMBING CODE SCALE: I " = 10'-0" ON 22" x 34" PAPER 2 SCALE: I " =20'-O" ON I I " x 17" PAPER EXISTING SITE PLAN 2 of 7 i EXISTING SITE ELAN NICHOLAS ANDRICh GARAGE w/ LIVING ABOVE ADDRESS : 13 17 I Gth STREET PARCEL: P 55550 Geo ID: 3772-09 I -0 I 0-0007 DRAWN BY: BRUCE RUSTAD DATE: 12/07/ 19 11�m�n■I n■I III I Ir MI I i'1 .m1�� �11■m11 1 I rl 1 �11■1 1 r�I ►1 I NE TULTJ1 It iI' 1" 1 I ►1 1 �; „rd 1111011111iCRI! r II �� _ L �ink�► �njl �nmI _ L J III1m11.mI11m111n■Inm1r1/fm1m11111■111m111m1um�� IImimm�lmn1mi1111.111mrum1n1►.Inminm111ml11 �I I I [I LW I I U IJ IT U U LI_J1 LI IT IJ 1 11 1 11] ` + I I II II I I r1 ( 1m�' mmll■Illmmmnln.nll►.aln.nlmalmanmrlml 1 1 ► 1 1 1l rll� �Iln Inr I I J,J -''IIIIIIIIIII■IIIII.IIIII.IIIII.I1111.I1111.IIIn.IIIuI■IIIIII �,. �. ., k IN .u., ) JAI.. A.. ,IL .1),. 1 II lulu IIIIu I I -iumnln■nlmlllmnlmllln■IIImlllmnlmIDl I L .L1 J . _ - . - J _. _ . J . J _ , � , �� I' ll !' �� . .. ,� , I. II11 1 ��� �� .. �� „ U � uUii � � lU 111 _ lU �� iiU u „ V �_, U �� ILI 1 1 I I I JI � H -_ ] L L i i _ J L U J OUU z'_ I =J Llll� u Ili lIl11JI_- ___-_�� U L11 1U I IITU LJ I T U L I l I U 11 IT U. IU L U .1IIIU IJ _ U 11IIU LI11U1_11] U IIIIll J _� U ILi- U 1I1 JU _ J � _ ,11 1 _ _ IL 1 � � � �� � � I L1 I I I I l _ I _ L LI1�11 IJ _ I - - I - I I IT ii I I I i ii I I I T ii II l i n III �i ii f 1I-1 I IT ii- I I IT ii II IJ ii I I I I ii- I I - '(-.. . . _ . . II GRADE T - ` ^� _ � ( GRADE GRADE II JU LJ 11U . UIIIIUIIIIU 1U II11UI111111111( 11U1111 — 11 1 _ �l IIIIU IIIIU IIIIU LJIIU I� IIU LJIIU IIIIU ll Ull � LJIIUIIIIULJIIULJII LIIIUJJIIU 4 U 1JJ l U JJ J_I U I I I I U I J L U I LI U IJ I I U lJ GRADE 1 I r r1.J LL, r1"L 1-11 L J L J WEST ELEVATION NOKTh ELEVATION ...,.I......,.I.... ..I.....I. ...1.... . 1. 1. 1. I...... 1... 1... .,.,.,...,.,.,.,.,.,.,.....,.,. 1111111,111111111111111111111111111111111.11111111111110111111111111111111.11iiiIIIMIlimillic.1111111iiiiiiiiiilligniff.11111111110111111111I11 1.1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.111111111111101ImmI IIIIImmm 11m111m1nm111m111m■1m111m111111I1111.111m111m111m111m11.n1IIIII■11IIA111Q.11111■Ilin11111111n11111A111m111111111 SHINGLE SIDING TO MATCH EXISTING HOUSE SIDING 111111111111■IIIII■1111I1111111111111111111111 1111111■111111111II■1 MIMIr1111111111■111111111111111111111111111111111I111111I►■IIIm1111111111111111 11n1111n1mmm111mn1■11um11.m111m111mI1.m111II11111►1111m111mn1m1ammmmmul n111111►■11mn1m111m 1mIIIm1111n111m111m11I1111m111mr1111111m111mI11I1IIII1111m111m111m111m111m111m111171IIll 111111111111111111111 IIm111n111111111111111111111I►11111111111I1111m111m111m1111►llllm11111111m111n1111m111n111ImIr1m11.n.11111111111111n1111 lilwilnmii brit lnilig�ii1'11i'lli gilirimmimiiilmiiin111i11m1111111111111111111111111111111111111111111111 1111.11111111111 li 1MIM11111j11M1M1111.1r 1111 Milli Iil11iiiilrirllili II Ili IJ 11 U I I I I U I I I I I I _ ImI11mingli 1mI11mill11111m111m►11111111m111m111m11111111m111m11mU11.1111m11111 imM111ingi 1/IlnllplAill ALL TRIM TO MATCH EXISTING HOUSE TRIM rlQ11lllmlllmlrlmlrlm■lmnlmmmmmmlllmmmmmmnlmmmnlmmm111mn1m1mm�11A1111111111 1111I1111 1111111IIIII■1111111111111111.11111.111n.11111111111■IIII.111111111E1111I11pm1.Im111n1111111111111111111111111m111m111m11111.11 mum■1mn1m1rimnl11n1m111m111m111mn1mn1111mm111mn1mn1mnlmnlnlnlmulmru►■1111111111111r111n111. II III II 11 1 II I I I I II I I I I II III II III_ II IJ I II 1 1 cliIli/11111n.111n11111.11111■111111■III■IIIm111m1111111111111n■111n.IIIII■IIII►■IIII►111111■111111111111.11.n111111.11111■111 TOP OF TOP PLATE umnlmtumtnmm111■Imnlmulmmmmmwmmmmmin111ulmllitill illlmnrlmlr111m11u111mmmmnl ,f `y ■.■.mini• .—■ em.m.m1mm■.m1m■weimilim iumme om 7...=1m. �-LLJ— I_-4 �1 U I I I I U I I I ) U I I I I U I ! I I U I III J I Li l t II 11 I U u LI L �J llin MI 11.11 -- -.----- J J LJ I I U 1 uITU LIIJU HITU ULIU I] ITUTIU LIIU _ I U 5'- El _ I I U _ I U I _ _ I _ _ I U _ I_ J� U �_ - 24.-G2� 1n1 � 1 _ JLI _ U J _ _ LI _1 _ _ �Jl J _ u ,- , U _ I _ _ 1 l II IU _ II- I 1 II I .1111■111.1.111.1.11111.IIIII■11111M111.1■IIIII■111.1■IO11■IIIII■IIIII■IIII1■111.1.111.1■1.1.1■IIIII■111.1■111.1.111.1111.1.1111111111.111111■ _ 1�1111111111■111mI111IIII111111111.IIIII1111IIII1111■111111111111111111I11111IIIIIIIInlaIIIIII1111111111111111■IIIII111111■IIIII.IIIIIMIIII — I I I I 1 I �� 1 - i TOP OF SUB-FLOOR 1 b "LE11n I 1111111II O 11111I1111>fllmllln■IWI.IIInllllmlllnlllm11IIIIIllmirlmlIVII1m1 NIII1/111II1A111 -m■ram num n m■m n�m w■nm m.n•u■m u.■—m rn•m m —a■—m.m.a■.rr m r■�w.r�m■ram u u n•a r■—m■■�m rr�n LI [I -(� L I I U I I I I IJ J LJ�J�J J—L-1--1 U 1 Lam.,1 n u n u J U I U I I I U ,u TOP OF TOP PLATE 1111-TI I TTI T1-t I I t CT I I—I 1 1Th _ _ _ � - _ - ti _� GRADE ��� II I I .n 1i� GRADE GRADE r- _ I I _ _ I _ 1 i1l I III I IU UIIIU _ IU _ IU min ; I 11 1i l u l u I► II IF l i - Im1n1 — — _ _ L111 11 11 11 FLU LIB I I L 1111 J I PI MI — ---- _ MID POINT i i 1 I I T AVERAGE ORIGINAL L �_I I TOP OF t GRADE AVERAGE ORIGINAL = I II I I EXISTING SLAB ' ' ` y j GRADE GRADE GRADE I I2" I _), TOP OF NEA/SLAB 1 GRADE r1--1 L1-1 rl1 11-1 L J L J EAST ELEVATION SOUTh ELEVATION 3 SCALE: I/4" = I'-O" ON 22" x 34" PAPER 3 of 7 SCALE: 1/8" = I'-O" ON I I" x 1 7" PAPER ELEVATIONS NICHOLAS ANDRICh GARAGE w/ LIVING ABOVE ZONED R-3 ADDRESS: 13 17 16th STREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITI1 PARCEL: I 55550 201 5 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING 201 5 BUDDING CODES MPLY WITH THE RC Geo ID: 377 2-09 I -0 10-0007 PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 12/07/ 19 A -''''?\(.3c:k p\--\-- \-\,,, ., , A (;) _ \ ,,0 ,,. c e \ Q___0 )....N\ ( e_____c ,,, , / 3 1' a4\ , , i 0 c. eiy.4 . H/�c �/ '7''''''' ''------4——- , / I G' 92 / 12' 22 �F �fcrsTSR�`° ��� • S �G 5' (2)2)SIMP. STh0 14 / S'-112"/ 2 2 4 4„ EXTERIOR WALL BELOW WSP WSP WSP NSPI WSP / WSP 4 WSP WSP If� ���/// -- GARAGE OPENING N \ r1/2 UTEI I.E ti II 53 xA X0 II 04°I��l \ FRAMING( P.) 2x6 @ I CTRS.WALL 3' 2' 8" C rL t` TANKLESS HOT 3 I f' 4' V O I _/ 4DCT VENTED O I S 6" PLYWOOD 0 6' G" GAS STOVE tiQ D I w!SLATE UNDER l p t AROUND -II! .edroom u uJ O v-, 8'-I" CEILING I C'-6" 2 Q 6_3" N O Living - m = f nir , I�"��3'_3I, S I,_ B'_I" CF��.— CoCO�_ I I I ) I Q ALbI2 2 SIMP. LSTA2125TRAP I ic;inLn // 2 G OPPOSITE SHEATHING • (2) SIMP. 6, G„ 9 �jD 2x6 TOP PLATE FASTEN Sx6 /�2DF POST I (3)2xG's aJ STHD 14 i lli O 4- DI-FD. DR. k� _ ••.:.— - TO HEADER.v 12 ROWS OF 1. I 4x 12$2 DP HEADEP. •-✓I 6d SINKER NAILS @ 3°O.C. 1 (3)2x6's 5- /4"x 14" VERSA-LAM 36" HIGI1 COAT 4 3° C105et �ti'' ii- L RAILING d� 1 O'-5" 2�_41 / 4�__'____.�,. .,_ ,1 •r-�= �° 2' 2" HOOKS 2 - T ?� n n n l n Linen NAIL 7/1 6°PLYWOOD ,a. • , ,. 7/1 6'PLYWOOD i w/Bd @ 3'O.C. i i k�I WAILOTH ED ,5i8d5 ) ,x µ- SiMP. 11W614 r- / 5' 1 - - " - 7J 16° 2'BI-FD. DR. 5 E (2)2x6 STUDS, yl.. i��" @ 3'CTRS.TO ALL PLYWOOD p O ��I,, . °I \PIATES,nEADEPS, I/2 LITE `} 3 Bath OE SHEATHING NAILED .i E STUDS. 2x6 BLOCKING 15'-G" - -/ I S'-G" -/ p X TO EACH STUD i 32' 32' 32' G' <DN Covered 3 8'-I'CEWNG -_ G'3I, J2,� n-1 Sd @ 3°O.G. ( ;: P.EQ'D_@ JOINTS. `0"ThK. CONCRETE WALL Porch 3 FANG Ix 2 1, wi 18" (+or-) PONY WALL Ga ra 9 e O f _m ,, . ' 50 c m ( ,•1 ,,• -S , i i / v� /// — 2 10 r I Y FOR PANEL SPLICE 9' CEILING r ----7/ tu u� k 2'- n5G� ( EDGES SHALL 8E BLOCKED,B � t�(2 �/ o I —� CA �`5 /AEI N. MID-HEIGHT WITHIN 2NAlLED 5/8'd.ANCHOR BOLT 4I I 3 I I, WALL HEATER 9, 8„ s MIN. EMBED%' TOGETHER w/(3) 1 6d SIPIKEPS 16'-3" 20' a 4°CONC. HAD O= 5,-G,, 2'_G"- �W 3 4 SD L _ SIMP. HOLDOWhI STDH14 O= _� SD I SIMP.HOEDOWN ��2x 6 �( s /� ©x I• BAR I' 112 O = STDn I 1 ) \V/ 2x6(FT) A s _ x` I 36"x GO" \ Bedroom i- T �; GRADE 1 1 , 1 7 8'-I" CEILING ° N, 12'-10" L- LJ a Kitchen ' 7/1 6° T-G" l OO cf 8'-I" CEILING O 7'_9„ r' i ia"THK. CONCRETE WALL L PLYWOOD u /L. -J G'-5" (PFH) PORTAL FRAME w/ HOLD-DOWNS 6' FXH. HOOD m 4 w/ 18" (+or-) PONY WALL _ n �� I I NTS �) 2x6 @ 16" CTRS. WALL LE- 2'-8" L---L �� C EGRESS \ PEFP.. oP ; 04.E x 4p XO __I �.-'.._ i.�k., ��. _'`.J M fl N N N N M 11 A 11 �` © 1 ♦ ti \ II 1 __J WSP W51' WSP WSP WSP WSP WSP 1 WSP(2) SIMP. 5TI1D 14 GARAGE PLAN 4`G" GARAGE 5Q. FT. = 992 / G'-G" / / 14.-1" /2'-42"/ 12'-G2' / / 29' i 2 / 3 1' WINDOW SCHEDULE UPPED LIVING PLAN �� � LIVING AREA 5Q. FT. = 598 ,� fr�����%��fiA' �l�� viT _NO. AMOUNT SIZE FRAME DESCRIPTION2,040 ©A 2 5'-0" x 5'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .25) ENERGY CREDITS PER WSECC Table 40G.2 © I 3'-0"x 3'-0" VINYL SLIDER, DBL. GLAZED U Factor ( E .25) NOTES: 5a Kitchen Faucets and Showerhead I .75 gpm 0.5 Credit © 2 4'-0" x 4'-0" VINYL SLIDER. DBL. GLAZED, EGRESS U factor ( E .25) All Other Faucets 1 .0 gpm ' ALL EXTERIOR WALLS TO BE FRAMED w/ 2xG @ 16" CTRS. AND Vertical Fenestration U=25, Wall R 2 I Plus R 4, OD 2 3'-0" x I'-O" VINYL PICTURE, DBL. GLAZED U factor ( E .25) SHEATHED w/ 7/I 6" OSB 15# BUILDING PAPER EXTERIOR I b Floor R-38, Baesment wall R-2 I int R-5, © I 3'-0" x I'-O" VINYL SLIDER, DBL. GLAZED U factor ( E .25) $ SHEATHED w/ 1/2" GYP. BD. INTERIOR. Slab Below Grade R- I 0 perimeter and I .0 Credit under entire slab DOOR SCHEDULE ALL INTERIOR WALLS TO BE FRAMED W/ 2x4 @ I G" CTRS. AND LESS THAN 1500 SQ. FT. I .5 CREDITS SHEATHED w/ !/2" GYP. BD. BOTH SIDES NO. AMOUNT SIZE DESCRIPTION' EXCEPT AS NOTED. TOTAL CREDITS I .5 Credits 1 1 16'-0" x 8'-0" OVER HEAD GARAGE DOOR ALL EXTERIOR WALLS TO BE INSULATED w/ R-2 I \ " 5CALE: 1/4'i = I '-0ii ON 22" x 34" PAPER 2 I 8-O x 8-O OVER HEAD GARAGE DOOR SD SMOKE DETECTOR " 11 n 4 of 7 3 2 3-0 x 6-8x I -3/4 METAL, INSULATED, w/I/2 LITE , EXTERIOR COSCALE: 1/8 = I -0 ON I I x 1 7 PAPER ` J 4 3 3'-0" x G' 8"x 1 -3/5" HOLLOW CORE EMBOSSED HARDBOARD w/ RAISED PANEL PATTERN. INTERIOR ,'ThiALAP.M CO DETECTOR GARAGE MAIN FLOOR PLANS 5 I 2'-G" x G'-8" x I -3/8" BI-FOLD HOLLOW CORE EMBOSSED HARDBOARD w/ RAISED PANEL PATTERN, INTERIOR G I 4'-O" x G'-8" x 1 -3/8" BI-FOLD HOLLOW CORE EMBOSSED HARDBOARD w/ RAISED PANEL PATTERN, INTERIOR N I C H O LAS A N D RI C h GARAGE W/ LIVING ABOVE 7 I 6'-0" x 6'-8" x I -3/5" BI-FOLD HOLLOW CORE EMBOSSED HARDBOARD w/ RAISED PANEL PATTERN, INTERIOR ZONED R-3 ADDRESS: 13 17 16th STREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH PARCEL: P 55550 20 I 5 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING PAC 201 5 BUIILLDING CODESMPLY HE Geo ID: 3 77 2-09 I -0 10-0007 PLUMBING TO COMPLY WITH THE 20I 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 12/07/ 19 A / 3 I' / / 3 I' / N.: / 22'-I o-" 3'-3" 4'-102" / (DBL) I I-7/S' BCI 5000 1.7 JOISTS I I-718" BCI 5000 I .7 JOISTS @ I G"CTRS. (DBL) I I-71wALLBCaB5VE 0000 I .7 JOISTS (2) Nc I RIM JOIST 2 r- z , 4xiiil O #2 OF HDP.. \ \ I I / /111 �� \ --TJ----I —J-- 1 - It� --I - z - r s 2'-8" SIMP. LSTA2!2 STRAP 6'TI1K. STEM WALL BLOCKING g O @ 16"CTPS7-----______________4 Q = ` r 12' 12' 1 2' 0 > 5•ti2"x [` 1-',/8"Gt.a s N 5.-3" ••t u_ ` N SIMP. LVB2. I/I I .55 11 0 - s - TOP FLG HGR. Gx6 #2DF POST SIMP. LV54.25/I 1.55 11 x 4 �. (TYP) w/SIMP. C5SQ-5D52 TOP FLG HGR. II c9 4 _ SIMP. LVB4.25/I 1.5S ti rJ L, r___ , r� Lim SIMP. 155.50/14 II Li) i$1. 1 TOP PLO HGR. ` 3' SQU. x 8"THK.�L I I� TCP FLG HGR.\ \ / /�51MP. LSTA2 12 STRAP I I THICKENED SLAB I 1 I (3)2xG's \ _ _ L 3)2xG's I 3'SOU. \- 3' 5QU. 1 II ABOVE 2'-2" HANGERS I I I _ 'f _ _1� Hures�t�sos� �v��tz J F. ``�;3?;4 Bf-B EACH -1 r 1 SIMP. LSTA2 12 STRAP WAY(TYR) 1, \BC6 POST CAP SIMP. HB7.12/1 I .85 1 CB SIMILAR 15'-6" / 15'-6" / TOP FLG SGR. I 32' 32' I SIMP. D7.1 2/1 1 .55 Garage II Garage TOP FLG HGR. 9' CEILING .�! 9' CEILING a . 4" CONC. SLAB AIL_ 51MTCPBr"LG HGR.88 SLOPE TOWARD DOORS ) .71IcJ f N (TYP) w/ G"xG"WIRE MESS WALL ABOVEI 2" RIGID INSUL. R-I 0 UNDER I 3" 1 Ni'- 2C 20' 20' I x —3-1/2"xi1- iFGLB 1 ; ' SWIM 1 MIN 8" STEM WALL w/ MIMI PONY WALL I I 5" STEM WALL I i 2"RIGID R-1 0 INSUL. ADHERED TO CONC. I i w/PROTECTING COVERING 1 wi WATER PROOF COATING ON CONC. G"THK. STEM WALL I IMP. LSTA21 2 STRAP I I ' L / ' 2'- " L ' 1_ / t.-1 \ Lr r \ J I8l \ \ / 7fS - - -- r1 _r (2) SIMP. STHD 14 / (DBL) I I-7/8" BCI SO 2.0 JOISTS 2'4 - " BCI 90 2.0 JOISTS @ 16"CTRS. WALL ABOVE 1 O U N D AT I O N PLAN (DBL) 1 I-715" BCI 90 2.0 JOISTS Ns"1 - MAIN FLOOR SRAM I N G PLAN 5/8" X 10"A-BOLTS (r 3"x3"x 1/4" GALV. PL. WIR. - j- ON 4'-0" CENTERS y MIN. OF 2 BOLTS PER PIECE LOCATED NOT MORE THAN 1 2"FROM ENDS X • OR LESS THAN SEVEN BOLT DIA. 3-1/2" FROM EACH END OF PIECE ► Li J r (2) HORIZ#4 REBAR(CONT.) 11 IN UPPER I' t r SPLICE LENGTH TO BE ( 2x6 STUDS @ 16" CTRS.. WALL 30 TIMES THE REBAR DIA. wl 2XG PONY WALL y MIN. FOUR SETS OF TIES 1 2X6 (PT) MUD SILL XHORIZ#4 REBAR (CONY.) EVENLY SPACED ALONG SPLICE \ IN UPPER I' SPLICE{ LENGTH TO BE • X7/16"055 SHEATHING 30 TIME5 THE REBAR DIA. w/ ti MIN. FOUR SETS OF TIES 2XC(PT) ✓ PILL DIRT EVENLY SPACED ALONG SPLICE L COMPACT TO I SOOPSF 4"THK. CONC. SLAB • 8d o @ CTRS. A r { G" MIN. y I-1/2" CLEAR ° { GRADE • )- VERTICAL#5 REBAR HORIZONAL#4 REBAR �� C;N 61A)40 HORIZONAL#4 REBAR '/ @ 15" CTR. 9' @ 24"CTRS. I — 5!8" X I O" A-BOLTS J ,OF Asps e. 12" @ CTRS. c SPLICE LENGTH TO BE -I I=I ) . ,_ y SPLICE LENGTH TO BE ) 30 T S THE REBAK DIA. n/ 3 x3 x 1!4" GALV. PL. WHR. a P Z ~ MIN. F�i SETS OF TIES —III—III ON 4'-0"CENTERS M� j o ✓ AAF. HE REBAR DIA. w/ 8' I I—III=III �IIN. OF 2 BOLTS PER PIECE EVENLY SPAC�Ji ALONG SPLICE _ f ~``.,,,, V MIN. FOUR SETS OF TIES —III— —I LOCATED NOT MORE THAN 12" FROM ENDS / , \., EVENLY SPACED ALONG SPLICE ti • I OR LESS.THAN SEVEN BOLT DIA. 3-1/2" / lb, R 37964 a 4�. I • 24" -‹ II FROM EACH END OF PIECE FS,eci$I F- \ • #5 @ 18" CTR. S� E. 8" STEM WALL VERTICAL#4 REBAR —— I oNpL 2" RIGID R-I 0 INSUL. ADHERED TO CONC g" @ 24" CTRS. 8,, w!PROTECTING COVERING -` '!— I�t w/`HATER PROOF COATING ON CONC. a D 4"CONC. SLAB <C, DRANLIPIIPE (2) SORIZ#4 REBAR(CONY.) GRADED TO DRAIN BY \C" - r 3/4" IN ROCK �� SLOPE TOtNARD DOORS X SPLICE LENGTH TO BE1 5"1''1! _� • , �wi G"x6" WIRE MESHGRAVITY iQ �"' IN � �� / X 30 TIPS THE REBAR DIA. w/ 4" DIAMETER PERFORATED 5 { ti 1 O ID) ,�• .,,(,,,,,,,,,,,,,e, . MIN. PO ETS OF TIES S , _"• EVENLY SPAC LONG SPLICE 6 STEM WALL SCALE: I/4" = I '-0" ON 22" x 34" PAPER 8° f ., SCALE: 1/8" = I '-O" ON I I " x 1 7" PAPER 5 Of 7 i t rro� y _' l t 3" CLR. NOT TO SCALE (`V 4" DRAIN jo„� 2" RIGID INSUL. R-I 0 l PIPE(PERF) -2q r 8' - ,� FOUNDATION * MAIN FLOOR FRAMING PLAN (2) HCRIZ #4 REBAR(CONY.) y SPLICE LENGTH TO BE 42" C 3G-IlistE5THEREBARDIA. WI -< NICHOLAS ANDRICH GARAGE w/ LIVING ABOVE MIN. FOUR SETS OF TIES EVENLY SPACED ALONG SPLICE ./ ZONED R-3 ADDRESS: 1 3 17 I Gth STREET 8' HIGH STEM WALL ) BUILDER TO VERIFY ALL DIMENSIONS SECTIONAL --< CONSTRUCTION NEEDS TO COMPLY WITH 20I PARCEL: I' 55550 5 WASHINGTON STATE ENERGY CODE (WSEC) NOT TO SCALE -� CR PER GETAIL'A`SJ BUILDING TO COMPLY WITH THE -{ IRC 20 15 BUILDING CODES Geo I D: 3 77 2-09 I -0 I 0-0007 - ._ PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: I2/07/ 1 9 i 3 I'-8° t' i 29' v i l'-4" 3 TAB SHINGLES i 15#FELT RIDGEVENT 7/1 G" OSB SHEATHING NAILED • y a,_ w/8d @ G"CTRS. AT ALL IDES od @ 10"CTRS@D 1 4„ I, ENG. TRUSSES INTERMEDIATE SUPPORTS. 4x8#2DF NQR. 4x8#2DF NDR. 2'CTRS. ` 1• rr S — -L_ -14--1 r I- — 'I _i_E__7 671 2 PITCH FACE GRAIN PREPENDICULARTO SUPPORTS- USE METAL"N" CLIPS AT UNSUPPORTED EDGES. 1 ��) STICK FRAME 1 j DIECT VENTED �y� 1� 8/1 2'PGTCl51 SIMP. I GAS STOVE bedroom 1� EVEYRTRUSS 2x4 • I2x4 WALL 3 HOLE BIRD BLOCKING o Llvinc 8'-I°CEILING o R-49 INS- I I'-G° ,L V \ o I 8'-I"CEIUNG 6X6 OR 4X8 BEAM HUNG WI DRIP FLASHING 9 HUC66 OR iUC4$HANGERS— _- \ BOX BEAM VW 7/1 E"OSB ON BOTH SIDES.VW 3"O.C. A ENG. TRUSSES �� 1 `t ENG. MONO TRUSSES 5!8" GYP. BD. DIECT VENTED I " NAILING AROUND PERIMETER 12'IN THE FEU; <i G/ 2'CTRS. u` A I 1SS i @ 2'CTRS. GAS/STOVE ETAL GUTTER r�J T i-I I BLANK PANEL GJ 12 PITCH G!1 2 PITCH SEE ELEVATIONS FOR SIDING a DBL 2X BLOCKING AT ALL HORIZONTAL I �\ I I 2x G @ I G"CTRS. WALLS 0 \ I SPLICES ALONG THIS WALL(TYP.) �� �ie 7/I C"05B. BLOCK ALL PANEL EDGES � y3/4"CDX OK OSB T#G. GLUE AND F----1 f w/8d @ G°CTRS. AT PANEL EDGES 5._I" ...,V( NAIL w/RUNG SHANK 8d's @ G"CTRS. I I COAT I I I Closet' I WALL INSUL R 21 Plus Rom, h0JL I___-- K FACE GRAINIPERPE DULNARTO SUPPORTS. I ___ I 1 L 7 I/2"GYP. BD. OS6 TO 8=LAED —� —� - --� L1T1en A y �CANTILEVERTRUSSES 5' __- J ��� ---1--_-- I i WATERPROOFI I. .N p Ii� •\I I� MEMI RANE ` HN'b DB?CX BOTTOM PLATE 1 L==7 / I I-� 3'HIGH HAND RAIL \ I/2 GYP. D. 1 • ,fir _:.,`� �. f SBath Io 2A - 1 I II Ili �1 IIII IIII IIII �i11?.i�111► III llll IIII 11I IIII ' �;,�j \. A 34'-8" 32 9 ,� FAN�' I I 32' 2'-42" - / R- 8 INS. 1111111iI I. SFr O i -- 50 ctm I I 5/8"GYP- BD. 1 5X11-718"3'B IIx ill F WI-61'� 421 Vnrmrr� 1/01 I I-°ft GRADE �` j 5-I/4"x 14"VERSA-LAM - ^, BEAMIWII 1 1 III 27. II I i-�I -1 L-�1 ' I I-7/8" BCI 90 2.0 ON GAR. D . 4R8 UC4B HUNGG R I I I M©e 11 I, • 1I , ___ SIMP. CCQS-GSD52.5 , HUC66 OR NUG48 HANGERS -_- __-__J ))i L`===�-_1 �L L�=�J 1---� JOISTS @ I G' CTRS. r, Y l SEE ELEVATIONS FOR SIDING 11 1 I STICK FRAME a - " r+-tn @ 2'CTRS. 2x G @ 1 G CTRS.WALLS I�� II 1 I III 8/1 2 PITCH ` 8"STEM WALL 9 GxG #2DF POST/ 9`I 7/1 G' 05B. BLOCK ALL PANEL EDGES = w/8d @ G"CTRS. AT PANEL EDGES 1 I Of �' 2" RIGID R-1 O INSUL. ADHERED TO CONC. 4"CONC. SLAB = I . — ------ WALL INSUL R 21 Plus R 5, I r SLOPE TOWARD DOORS ce L!_lu 1 --- w/PROTECTING COVERING I!2"GYP. D. D 1 I w/G"xG"WIRE MESH 1w/WATER PROOF COATING ON CONC. p 1II - 1 I BAR L---� ---------- J= SIMP. CBSQ SDS2 cal I FT-11 1 3G"x GO" rn- -� t at 111 ■ I L -I 1 j p • GRADE 9 yV4J� �` I ry �f . I i G I Kitchen I ) !---- ------ 1� n— --- I 1 +N �a3 2° RIGID INSUL. K-I 0 8'-I"CEILING "ni 1 N I 1 IOOcfm 9-Q SECTIO \ AL DETAILS E(H.t10CD _ _ - 1 U 0 - - I. > ® f_—Ir- ;�==�1 1 D 1 �_MANUFACTUREDGABLE L___� 11111 `,- I __ _ 11 ,5-I 1 d 1 TRUSSI=S@24"O.C. It--- L __ j '_ I 1 I LL 1-----I 1L----JL'--JLLI_ 1�- �I �__J N. y I'-4„ 4x8#2DF NDR. I'-4" T .<--2'-: ,, 1'-4" ROOF IDLA\I CZ,3 -3'-4„� 12TICK FRAME ENG. TRUSSES S @ 2'CTRS. G G/12 PITCH /f, # 8/12 PITCH C. 8 Q tit 2x4 WALL \ rk L� nFF 9FC SSES�i:z ••:�' ``f 6X6 OP,4X3 SEAM HUNG V`I S/ONAL E- I UCB6 OR HUC4B BANGERS_ I - -1 j 8'-I 1 ENG. MONO TRUSSES J @ 2'CTRS. _ — GJ12 PITCH SCALE: 1/4" = II-0" ON 22" x 34" PAPER , 111 ii f--r- - SCALE: 1/8" = II-0" ON 1 I " x 17" PAPER 6 Of 7 ' 00f= P_AN S SECTIONAL DETAILS SECTION A-A NIChO _AS ANDRICh GARAGE w/ LIVING A30VE ZONED R-3 ADD ZESS : 13 17 I Gth STREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH PA�C E L: P 55550 20 15 WASHINGTON STATE ENERGY CODE (WSEC) BING TO COMPLY WITH THE IRC20I 5 BUILDING CODES Geo I D : 3772-09 I -0 10-0007 PLUMBING TO COMPLY WITH THE 20I 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE KUSTAD DATE: 12/07/ 19 (_/_\) B A B A / 30'-6" / / 15'-C" 13'-0" / 411) WSP WSP WSP WSP WSP WSP ' ' WSP ' WSP o o 1 I ` _ I , , o \2xG @ 16" CTRS. WALL Ir I. 2-8 N \ 4' 8"THK. CONCRETE WALL 4 wl 18" HIGH PONY WALL r l - - DIECT VENTED GAS STOVE Ge 9' 8'-I" CEIUNG Livinc 8-I" CEIUNG I5'-9" 1 r °-----=-5=== L 4'5-I/4"x 14"VERSA-LAM = 4't HOOrTS 4' / et I>. A n cs Linen r 2- BII-FD DR. 5 (Th= 3 I'-6" 5"THK. CONCRETE WALL 3 1'-6" Bath Covered �' � !��G o �=/ Porch FAM RIw/ 18" HIGH PONY WALL/ Gara e w o 5°` a��Warnrr 9'CEIUNG VvIDE .r#6e�� ,_ 0 f-.---I I A ",1/4!:// , 1 GB I a A - f once fwe,-% ( W 4" CONC. SLAB /9...--- / m 1. o Io BAR I 5 q" Zf O H) I 36"xG Bedroom 1 8'-I" CEILING 44le ` - Kitchen 1I _ 5-I"CEILING GB 1 5"THK. CONCRETE WALL L T I DC. OOP ��_�. I U V i I S" HIGH PONY WALL I I I 2x6 @ 16" CTRS. WALL �� 2'-8" 4 L---L���y R.EFR. - .0' i li •1_ \ \ ® WSP WSP WSP WSP WSP 41) WSP WSP WSP© CI' I- I' I• 4' )( 4' .if' 4' .1 4' .1' 4' 4' T f 4 4 T 4'�t A B A ' e GARAGE BRACE WALL ELAN VAIN FLOOR BRACE WALL PLAN INTERMITTENT SHEATHING BRACED WALL LINES INTERMITTENT SH-EATHING BRACED WALL LINES WSP = WSP (WOOD STRUCTUAL PANEL) C" NAILING ON CENTER EDGE 4 I 2" NAILING ON CENTER FIELD GB = 1/2"GYPSUM BOARD w/7" NAIL OR SCREW ON CENTER SPACING FIELD 4 EDGES WSP = WSP (WOOD STRUCTUAL PANEL) G" NAILING ON CENTER EDGE 4 12"NAILING ON CENTER FIELD GB = 1/2"GYPSUM BOARD w/7" NAIL OR SCREW ON CENTER SPACING FIELD $EDGES WIND CALCULATIONS WIND CALCULATIONS } 80 MPH NUMbERED LETTERED SEISMIC CALCULATIONS } 80 MPH NUMBERED LETTERED SEISMIC CALCULATIONS !RC Table RG02.10.I.2 WALL LINES WALL LINES 5D5 D2 NUMBERED LEI I EKED IRC Table RG02.1 0.I .2 WALL LINES WALL LINES SDS D2 NUMbERED LETTERED EXPOSURE CATEGORY 1 .0 1 .0 IRC Table P.602.I O.1.2 WALL LINES WALL LINES EXPOSURE CATEGORY I.0 I .0 IRC Table RG02.10.I .2 WALL LINES WALL LINES ROOF EAVE TO RIDGE HEIGTH 1.0 I.0 STORY HEIGHT I .0 I .0 ROOF EAVE TO RIDGE HEIGTH I.0 I.0 STORY HEIGHT I.0 I .0 WALL HEIGHT .95 .95 WALL DEAD LOAD I .0 I .0 WALL HEIGHT .95 .95 WALL DEAD LOAD I .0 I .0 NUMBER OF BRACE WALL LINES I.00 I .00 ROOF . CEILING DEAD LOAD I .2 I .2 NUMBER OF BRACE WALL LINES I .30 I .30 ROOF 4 CEILING DEAD LOAD I .0 I .0 WIND FACTOR TOTAL .95 .95 SEIAMIC FACTOR TOTAL 1 .2 I .2 WIND FACTOR TOTAL 1 .24 1.24 SEIAMIC FACTOR TOTAL 1 .0 1 .0 - PANELS TOTAL SEISMIC PANELS TOTAL PANELS TOTAL SEISMIC PANELS TOTAL BRACED BRACED WIND WITH REQUIRED BRACING BRACED BRACED WITH REQUIRED BRACING BRACED BRACED WIND WITH REQUIRED BRACING BRACED BRACED WITH REQUIRED BRACING WALL BRACING WALL LINE REQUIRED FACTOR HOLD BRACING I ENGTH WALL BRACING WALL LINE REQUIRED FACTOR HOLD SPACING LENGTH WALL BRACING WALL LINE REQUIRED FACTOR HOLD BRACING LENGTH WALL BRACING WALL LINE REQUIRED FACTOR HOLD BRACING LENGTH LINE METHOD SPACING BRACING TOTAL DOWN LENGTH PROVIDED STATUS LINE METHOD LENGTH BRACING TOTAL DOWN LENGTH PROVIDED STATUS LINE METHOD SPACING BRACING TOTAL DOWN LENGTH PROVIDED STATUS LINE METHOD LENGTH BRACING TOTAL DOWN LENGTH PROVIDED STATUS I WSP 31 .50 11.0 ,95 10.5 20 OK I WSP 30.50 13.7 1 .20 I6.5 20 OK I WSP 19.0 3.4 1.24 4.2 12 OK I WSP 28.5 5.7 1 .20 6.5 12 OK 2 WSP 31 .50 11.0 .95 10.5 20 OK 2 WSP 30.50 I3.7 1 .20 I6.5 20 OK 2 GB 12.5 4.3 .24 5.3 I3 OK 2 GB 28.5 8.6 1 .20 10.3 13 OK A WSP 30.50 10.7 .95 10.1 CONCRETE OK A WSP 31 .50 14.2 1 .20 17.0 CONCRETE OK 3 WSP 12.5 2.4 1 .24 2.9 12 OK 3 WSP 28.5 5.7 1 .20 G.8 12 OK B WSP 30.50 10.7 .95 2 10.1 24 OK B WSP 31 .50 14.2 1 .20 2 I7.0 24 OK A WSP 15.5 2.6 1 .24 3.5 12 OK A WSP 31 .5 G.3 1 .20 7.G 12 OK B GB 13.0 4.4 1.24 5.5 16 OK B GB 3 1 .5 9-5 1 .20 1 1.3 I G OK C WSP 13.0 2.5 1 .24 3.0 12 OK C WSP 31 .5 6 3 1 .20 7.G 12 OK 1 7 SCALE: 1/4" = I '-0" ON 22" x 34" PAPER SCALE: 1/8" =-- 1 '-0" ON I I " x 1 7" PAPER 7 of 7 J GARAGE $ MAIN FLOOR BRACE WLL PLANS NICHOLAS ANDRICh GARAGE w/ LIVING ABOVE ZONED R-3 ADDRESS : I 3 17 16th STREET BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH PARCEL: P 55550 201 5 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING C2015 BUIILLDING CODESMPLY WITH HE R Geo ID: 3772-09 I -0 I 0-0007 PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE DRAWN BY: BRUCE KUSTAD DATE: 12/07/ 19 -• Ci3R C:.o f'N,iSy%2i 4 t `4 7964 4v 4FS'Cfc I slLR%`� 2X6 STUDS @ 16"O.C, S�ONAL E� g"DIA.X 10 GALV.ANCHOR (2)#4 CONT.REBAR BOLTS @ 48"O.C.T"MIN. J EMBEDMENT INTO CONC. ►r as * 6" MIN z a • \ O_ z ANCHOR BOLTS V-BARS @ WALL % GRApE ; I 1. 05/8"X10"LONG @ 48" O.C. MAX. W 0: 2. MIN. 2 PER SILL. • D: O 1-3/4" 3.WITHIN 12" FROM SILL END. N MIN. s ' T-BARS #4 L-BARS, SPACING p _an A Pine SAME AS V-BARS REBAR LAP= H 11r 48'BAR DIAMETER p ►ter ►� H-BARS U p I I 4"CONC. SLAB W!6X6X10/1 4"DIA.TIGHT LINE Cl I WWM OVER 6 MIL V.B.AND r REQUIRED AT 4°COMPACTED FILL ~ 4"DIA.PERF GRAIN ALL LOCATIONS f PIPE SET IN GRAVEL %c 9 B I 11 1 W 1 I A B C T-BARS Ce W D > r ).. Ul ❑ ANCHOR BOLTS TO SILL PLATE H -BARS H-BARS T-EARS A B C C. o } W m w 0.-2' 44 @ 48'O.C. bbh FON REINFORCING TABLE 8 6' 18' W 0 CO J ❑ J 2'-4' S4@24'O.C. 44@24'O.C. It4@24'0.C. T0' e- 6 24' cN al4'-6' 44 a 18'O.C. 44 @ 18'0.C. 44 @ 18'0.C. 12" 8' 8' 28' N W _ CO (2, C W 6 6-8' 44 @ 12'O.C. 44 @ 18'0.C. 44 @ 18'D.C. 16' 8' 8' 32' N Z m U CO CO I.:, U ❑ ❑ U EC 8'-m Kr @ 8-0.C. 44 @ 12.O.C. A4 @ 12'o.C. 24' ' 8' 42' Q r Z = a ❑ w U Q U) m REBAR TO BE INSTALLED©WALL CENTERLINE CRIPPLE WALL FOUNDATION SCALE: 3/4" = 1'-0" Q' I3.� 7 i �, 0 4. i It 1 O co 0 z U I- z_ O , C9 I- NZ0) Cl O p 0_ m z a W Z2 � 0 ZrZ ±Et441LSe S o.C. 24-Milt 24' AL-1 0 < U Q l^ 4- CONNECTING ROOF U U I- Q V SHEATHING TO TRUSS ROOF SHEATHING — 0 Z (- (� z TO BE COrTNNlR7US ad NAILS D 6'O.C. 2X6 OUTLOOKERS 0 I••� W W ROOF SHEATHING-,(2)gilt 00 AT OUTLOOKER/TRUSS Z (� } �24'DC. 101NT 24'D,C,WO FLAT W Q n. Z I- W 2X BLOCKIN se \ LU Z C7 wE W Q , .,I BARGE RAFTER z a' z W (' Q L NOTCH TRUSS , �LL•��I� I•I•I _J Z FOR OUTLOOKER V W J Z Q CO _��` ID NAIL PC p]SO.C. �J z W Z r z �j Ll1 m Z mSIMPSON H1 @ ETRUSSIRAFTER rrtvss� muss �� W } }W1 j :Dna( EACH TRUSS wz W WJ w ❑YYALL ErrotaaLm@eo.c. ❑ ❑ I— h- Q U [nIz„24t14A6 TDE FWJL,�e,o.c. —I Q Q t; x �_TOP OF FULL 0: CC Nm WLENGTH SHEATHING y� �ImO > © U Q EN=EDGE NAILING,8d NAILS @ 6'O.C. u6srvo�ALL M Q r m Q O CC X SIMPSON A23 t 370.C.(ONLY REQUIRE II W ❑ IA a LL a 0 IF SCATHING IS HOT CONTINUOUS AT TYPICAL WALL TO ROOF CONNECTION 1.ALL TO CABLE TRUSS JOINT.' SCALE: 3/4" = 1'-0" GABLE END FRAMING DETAIL SCALE: 3/4"= 1'-0" co N N 00 W a) 1— U I- ° Q It r f— ❑ N- W Z To W 0 Q - - CO S 1 of 2 DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE STANDARD STRUCTURAL SPECIFICATIONS - 2015 IRC WOOD FRAMING ABBREVIATIONS (Used throughout structural drawings) /1) (E) Existing C.S. Clear Span INT. Interior STD Standard C. 8a Default Wood Types: Unless noted otherwise, the material for a structural member is as shown: (N) New DBL Double MAX Maximum STR'L Structural '....a� a4 eASHA�C INTRODUCTION FOUNDATION • Beams, Posts, Sawn Joists Douglas Fir#2(D.F.2) ra a t yab '� AB. Anchor Bolt EA Each MANUF. Manufacturer S.S. Select Structural `r! '1` 4 The Standard Structural Specifications areguidelines and structural requirements for construction of typical • Studs&Plates Hem/Fir(H.F.)or Douglas Fir(D.F.) -:./.t j-• z iV P q YP • Design Soil Bearing Pressure=1,500 psf • Blocking Any solid 2X or rim joist material ARCH Architectural ELEV. Elevation MIN Minimum T.O. Top Of / -f-w. ' N'' residential structures. The intent of this document is to provide general structural requirements for the project b r ' !. ,a �`, Builder, contractor, and otherparties involved are required to read this document and are responsible for • Rim Joists Douglas Fir#2 D.F.2 for solid sawn, manufactured rim for Hoists BLDG Building EXT. Exterior N/A Not Applicable TJI Tins Joist,I Series / ,°o }.At 1 ' q P • Frost Zone Depth = 18 inches 9 ( ) I BLKG Blocking FON Foundation O.C. On Center TPL Triple �. "tcrs1ERt'�G% meeting the requirements specified within. Contact the engineer of record with any questions or concerns. • Glued-Laminated (dry-use) D.F.24F-V4(GLB) ss �a • Unless noted otherwise, concrete is designed with 2.500 psi strength and does not require special inspection. BM Beam FTG Footing Opp. Opposite TYP. Typical /OVAL F •The specified concrete strength (3,000 psi)is greater than design strength (2,500 psi) Exposed Structural Members Pressure Treated (P.T.) DESIGN CRITERIA Cade:Cast-in-place concrete sizing,placing, and testing shall conform to ACI 318-14 and ACI 301 • Glued-Laminated(wet-use) Treat with Hi-Clear II by Permapost Products Co. in Hillsboro, OR BTM Bottom GALV. Galvanized PLY Plywood U.N.O. Unless riotedotnenmse Moisture Content: The max moisture content shall be 19% at the time of installation of connectors, nails, and bolts C C Channel(Steel) GA. Gauge P.T. Pressure Treated V.8. Vapor Barrier Geotechnical Report Bradley Engineering strongly recommends that a geotechnical report be performed by a 9 CL Center Line HDR Header REINF. Reinforced VERT. Vertical DESIGN PARAMETER VALUE SOURCE for framing members. J qualified for geotechnical engineer for all land based construction projects, If this information is not supplied, footings are Pressure Treated Lumber:All members in contact with earth/concrete or exposed to the elements shall be pressure Q Seismic Design Category D1' IBC 1613 designed for 1,50D psf soil bearing pressure. GMU Conc.Masonry Unit HORIZ. Horizontal REQ'D Required W/ With Ct Risk Category 'II' IBC Table 1604.5 treated or preservative treated (P.T.). Colorless end sealer shall be applied immediately to the ends of members Z _J g ry Earthwork Call beforeyou dig! Call'811'. Locate andprotect underground conduit, plumbing, and utilities where work after fabrication and field trimming. Glulam beams (GLB's)which are exposed to the elements shall be treated with CONC. Concrete HSS Ho1OWSbUCuraISe�cn SiM. Similar W/O Without Q 9 9 P 0 Z H Wind Exposure Category 'B' IBC 1609.4.3 is performed. Footings shall bear on undisturbed native soils and/or structural fill compacted in lifts of one foot or less Hi-Clear II by Permapost Products Co located in Hillsboro, OR. CONT. Continuous INSUL. Insulation SPECS Specifications WF Wide Flange(Steel) Fn (.5 J Basic Wind Speed (3-second gust) 110 MPH IBC Figure 1609.3 1 to 95%of a modified proctor per ASTM D1557. Soils shall be firm and unyielding.All organic and deleterious matenal p g ( ) Blocking: Provide 2X or engineered lumber full depth solid blocking between joists and rafters at beam and bearing > beneath the foundations, and slabs to be removed and with 4" min. ranular fill to 95% W Design Wind Load 16.00 PSF ASCE 7-16 28.6-1 footings, replacedcompacted9 wall locations. Blocking is required at all bearing locations. Trusses, structural composite lumber, glued-laminated O relative compaction. members, and I-joists shall be supported laterally as required by the manufacturers recommendations. ROOFS LOAD SOURCE LIVE LOAD DEAD LOAD Structural Fill: Structural fill consists of clean, well-graded sandy gravel, gravelly sand, or other approved naturally Bearing: For beams bearing on perpendicular walls or columns, Use a minimum 2-1/2" bearing length unless noted _J Roofs 20 psf 15 psf occurring granular material (e.g. pit run)with at least 30 percent retained on the No. 4 sieve, or a well-graded crushed otherwise. Use enough studs to match or exceed beam width unless noted otherwise. Manufactured Trusses: Unless stick framing is specified on structural drawings, wood trusses are to be engineered Q rock In wet weather conditions, fill should have less than 5% fines. Soils with an over optimum moisture contentby a truss manufacturer. If truss layout is not provided by truss manufacturer, the engineer assumes that trusses all Floors 40 psf 12 psf Headers: Unless noted otherwise, headers to be 4x10 D.F.2, (2)2x10 D.F.2, or D.F.1 0should be scarified(i.e.him over the soil) and dried during periods of dry weather or replaced with drier structuralbear on exterior walls and do not bear on interior walls. Trusses and truss connections/hard-ware to be in fill. Glued Laminated Members: Glulam beams (GLB)shall be Douglas Fir-Larch, 24F-V4, use onlyo Decks&Balconies 60 psf 10 psf dry accordance with truss manufacturer's requirements. Do not modify or cut trusses without approval of truss w N Surface Drainage: Finished grades are to be at least 6" below top of stem wall. Lots shall be graded to drain surface Engineered Lumber: Engineered lumber offers certain structural advantages over conventional sawn lumber. All I ' Ground Snow Load 25 psf 9 9 9 manufacturer. N I I • water away from foundation walls. The grade shall fall a minimum of 6 inches within 10 feet. If 6 inches of fall is not engineered lumber must be APA approved. Install per the aforementioned codes and relevant manufacturer's ¢O N ' w Exterior Wail 12 psf possible, grade shall be sloped min 2 percent away from the building. installation guides for each type: Girder_Trusses: Truss manufacturer to be responsible for placement of girder trusses. Install girder truss LGT tie Interior Wall - 10 psf down or SDWC15600 screws to secure girder trusses as detailed on structural drawings. Number of studs Footings: All footings shall conform to accompanying structural details. Specified footing dimensions are minimums • Wood I-Joists: Used extensively in floor and roof framing (Trus Joist TJI's typically specified) supporting girder truss to matchplies ofgirder(e.g. 3-ply girder to bear on minimum 3 studs).Interior Partition - 8 psf unless noted otherwise.Bottom of footings to be below frost zone(18"). • Laminated Veneer Lumber(LVL): Minimum modulus of elasticity E=2.0x10^6 psi pp g P y g ) Z Parallel Strand Lumber(PSL): Minimum modulus of elasticity E=2.Ox1D^6 psi Lateral Bracing: Contractor to install lateral bracing in roof as specified by truss manufacturer. O , Vertical loads come from 2015 IRC Table R301.5, Minimum Uniformly Distributed Live Loads Footing Drains: Providing adequate drainage to retaining and basement walls is imperative. Footing drains shall be C I I I provided at the base of all footings and retaining walls which will have earth placed against them. Washed drain rack • Laminated Strand Lumber(LSL): Minimum modulus of elasticity E=2.0x10^6 psi Over-framing: Unless noted otherwise over-framing to be 2X6 @ 24" O.C. Overframing to be bear directly on top IY , , ' must extend to within one foot of finished grade. Footing drains shall be 4' perforated pipe routed down gradient to LVL Option to GLB and PSL's: Multi-ply LVL beams may be used in lieu of PSL or GLB, provided that they are of truss below. See rafter span chart below for max spans. Manufactured truss overframing is acceptable. DEFLECTION LIMITS daylight, unless otherwise specified. installed according to International Beams'Technical Bulletin T8-LVL-2 Access: Attic access shall be provided per R807.1. The rough framed opening size shall not be less than 22"X30" Multi-ply LVL's shall be fastened together with min (3) rows 1/4" self-tapping screws 18" O.C., 1.5"minimum w STRUCTURAL MEMBER LIVE SNOW LIVE+DEAD Concrete: Mix and 28 day strength unless noted otherwise: P Y 9 PP 9 @ and shall be located in a hallway or other readily accessible location. W r fV ❑ Concrete compressive strength, rc= 3,000psi fc shall be evaluated at 28 days or 56 days for flyash/slag) embedment required in all members. ) rn Roof(with sheetrock ceiling) U360 U360 U24D • ( Y Y Headers: Bearing wall headers to be 4X10 or 6X8 D.F.2 min(double 2x10 or triple 2x8 OK). m • Concrete exposed to weather shall have air entrainment of 6%(+/-1.5%) • (3)rows of 1/2" diameter through bolts @ 24"O.C, with 1/2"washers on each side is acceptable. Roof (without sheetrock ceiling) U240 U240 U180 • The width and height of the multi-ply LVL beam must be equal or greater than the corresponding dimensions OW CIO m iJ 03 W • Maximum water/cement ratio=0.50 called out for the respective GLB or PSL beam. FRAMING CONNECTORS 0 ca W rQn ❑tii 0 W 0 Roof (not supporting ceiling) U180 U180 U120 • 25 max fly ash...50 max slag Solid Sawn Lumber Option to I-Joists: Solid sawn lumber may be preferred over Hoists due to cost or other o W -3Uj Floor Members U360 - U240 Lifts: Concrete lifts shall be poured within 60 minutes of the previous lift reasons. The following solid sawn lumber options may be used in lieu of engineering I-Joists (e.g. TJIs) without Manufacturer: Simpson Strong-Tie construction connectors are specified, however, any nationally recognized brand W N Z m U Z1 to Horizontal Deflection (any case) - - U200 Temperature: Pour concrete at temperatures of 40 degrees and above. approval from the engineer of record. Maintain original spacing (e.g. 12", 16", or 24"O.C.) (e.g. Silver, KC, etc) may be used provided that they are equivalent in their ability to carry all applied loads in all Q r Z Co tu CI 13-a. CI U Z Reinforced Concrete: Place all reinforcing per plans, details, and applicable code requirements. Lap all continuous • 2x10 D.F.2's may be used in lieu of 9.5"TJI 210's orientations. 0 w U Q W The above maximum deflection limits are required by 2015 IRC Table 1604.3 bars 48 X bar diameter minimum. For a typical continuous#4 bar(diameter=0.5") the rebar lap is equal to 48 X 0,5" • 2x12 D.F.2's may be used in lieu of 11-7/8"TJI 210's Installation: All prefabricated items shall be installed in strict accordance with the manufacturer's recommendations = 24" minimum. Reinforcing bars, bolts, anchors, etc shall be securely tied in position prior to concrete placement Wood Structural Panels: American Plywood Association (APA) rated sheathing is required for ail wood structural and requirements (locations, exposure, end and edge distances, fasteners, etc.). Higher limits (less deflection) may be used at the engineers discretion. 0 Reinforcing steel shall be free of rust and coatings. panels. Unless noted otherwise, the wood panel for each situation is: Simpson Connectors: Unless noted otherwise on the structural drawings and details, the following Simpson Anchor Bolts: Provide 5/8" diameter x 10" long wet-set or expansion anchor bolts @ 4' O.C. and within 6-12" of • Roof Sheathing: 1/2" COX (plywood with moisture resistant glue - highly recommended), CD (plywood), or REFERENCE CODES & STANDARDS corners with 3"x3"xo.229"square washers. 7"minimum anchor bolt embedment required. 7/16" OSB (oriented strand board), withplyclips or T&G (tongue and groove). Nail with 10d nails at 6" O.C. Strong-Tie construction connectors shall be used: 4Q q q ) P ( 9 9 ) • International Residential Code, IRC 2015 Adhesive Anchors: Unless noted otherwise, epoxy anchors in concrete with Simpson SET-XP or Hitti HIT-HY 200-R or along edges, 12" O.C. in the field, no blocking required • Post Caps: CBTZ, PCZ/EPCZ, BC/BCS, CC, CCQ, ECC, ECCQ 4j J • Washington State Building Code, SBC 2015 equivalent epoxy, installed per manufacturer's guidelines. For extreme temperature applications, when longterm • Prescriptive Exterior Wall Sheathing: 7/16"OSB or 15/32" CD ply, 8d nails at 6" O.C. along edges, 12" O.C. in • Post Bases: CPTZ, CBSQ, PB/PBS, ABA/ABU/ABW `e. 1 • National Design Specification for Wood Construction, NDS 2015 temperature exceeds 110°F or is less than 0°F,use Simpson Set-3G. the field, no blocking required. All exterior walls to be sheathed per prescriptive requirements noted above • Joist Hangers: LUS/LU/U/HU/HUC, JB, HUTF/HUSTF(top-flange) • Wood Frame Construction Manual, WFCM 2015 Waterproofing: Waterproof all basement walls and slabs on grade. It is highly recommended to use asphalt unless: explicitly noted as a shearwall Z •waterproofing sealer or Eucon Vandex AM-10 crystalline admixture. These waterproofing a ents shall be installed per I Joist Hangers: IUS/MIU, ITS/MIT/HIT(top-flange) /' • Building Code Requirements for Structural Concrete,ACI 318-14, p g n P 9 9 P Prescriptive Interior Wall Sheathing: 12" Drywall(Gypsum Wall Board-GWB), screwed with 1-1/4"Type W or .y i the manufacturers recommendations. At cold-joints, water-stops are highly recommended. S screws at 7" O.C. along edges, T' O.C.in the field • Beam Hangers: HU/HUC/HUCOIHGUS, LEG/MEG/EG(top-flange) • Minimum Design Loads for Buildings And Other Structures, ASCE 7-16 • Floor Sheathing: 3/4" CD or OSB, nailed with 8d nails at 6" O.C. along edges, 12" O.C.in the field. glued with • Rafter Hangers: LSU/LSSR/LSSJ, LRUZt • Steel Construction Manual, 15th Edition,AISC 2015 �` SLAB ON GRADE construction adhesive prior to nailing, no blocking required (unless noted otherwise) • Truss and Rafter Connection: H1, H2.5A, or SDWC15600 at each heel to double plate Shear Walls: See shear wall plans and shear wall table for sheathing grade, thickness, and nail spacing. Holdowns: HOU/DTT with SSTB, STHD14, STHD14RJ Floor-to-floor Strap-Ties: HDU2, MST48 O GENERAL REQUIREMENTS Control Joints: Control joints (expansion, cold, or saw cut) at 8'-12' O.C, required to mitigate shrinkage cracking. Stairs: Refer to R311.7 for stair framing and other requirements • Rebar or woven wire mesh (if installed)shall break at all control joints. Saw-cut joints within 12 hours of pour. Fastener Requirements: The number and size of fasteners connecting wood members shall not be less than that r Codes: All materials and work shall adhere to the minimum requirements of the Reference Codes & Standards Advanced Framing: Unless specifically approved by the engineer of record, advanced framing is not allowed. set forth in IRC Table R602.3(fastening schedule) la listed above. Contractor shall be responsible to comply with OSHA, State Labor, and Industry Standards. Garage Slabs: Unless noted otherwise, garage slab shall be 4" concrete slab over 10 mil poly vapor barrier over 4" Advanced framing may be a cost-effective and structurally adequate alternative to conventional framing, but Contractor assumes full responsibility of construction methods used, safety provisions employed, and the compacted granular fill. Rebar or woven wire mesh is optional unless specifically required: OK to use#3 rebar at 24" additional precautions must be taken. Advanced framing shall conform to the construction standards outlined in Exposure: Any hardware or fasteners exposed to the elements shall be heavy duty galvanized or stainless steel in G finished condition of the structure. O.C. each way or 6x6x" .4 woven wire mesh. APA's Advanced Framing Construction Guide(available on www.apawood.org). accordance with IRC 317.3 0 0 competent Construction Personnel: Only personnel familiar with construction and safety practices relevant to the Living Area Slabs: Unless noted otherwise, interior slabs shall be 4" concrete slab over 10 mil poly vapor barrier over Studs at Opening: Refer to table R603.7(1)to determine the number of jack and king studs required at each end of Staples: For roofs, floors and walls, the IRC permits 16 gage wire staples with a min 7/16" dia. crown (per Table I P R602.3 1 footnote b . Z project should be employed to assemble and construct the work. 2"rigid insulation (where insulation is required)over 4"compacted granular fill. an opening.Refer to table R603.7(2)for connection requirements. ( ) ) I- Z Reinforcing: Reinforcingbars or woven wire mesh shall beplaced 1-1/2"above the bottom of the slab. Exterior Stud Walls: Use 2x6 studs @ 16" O.C. unless noted otherwise. 2x6 exterior stud walls are typically 0 c' O Construction Methods and Project Safety: The project drawings and specifications represent the finished q' F- N Z Curing: Use water or membrane cure immediatelyafter initial set for a minimum of 7 days. For water cure, hose it desirable for insulation/energy code reasons(i.e, not structural reasons). 04 Ur c° E structure and do not indicate methods, procedures, or sequence of construction. The builder must take v . SPAN TABLES co necessary precautions to maintain and ensure the integrity of the structure during construction. Bradley down and keep it wet For membrane curing, wet the concrete then cover with an impermeable membrane (e.g. Interior Walls: Minimum 2x4 studs @ 16"O.C., unless required for plumbing/utility reasons ��tr�� m 2 Z o W Engineering, Inc. will not enforce safetymeasures or regulations, nor will the owner or designer. Therefore, the visqueen)or liquid membrane curing compound. Provide shade for concrete during curing. Wood Stud Holes & Notching: For wood studs 12' and less, it is permissible to cut notches and holes per the Please use the members specified on the structural drawings. Owner/contractor may substitute these members in �-./ o 0 Z a- WZ g 9lieu of the originallys ecified members. The following joist and rafters an chars may be used to specify member 0 Q contractor shall design, construct, and maintain all safety devices and follow all pertinent regulations. Drainage; Garages,parches, and surfaces that are required to drain shall be sloped 1!8"per 1'or�l4"per 1' following requirements. Notch/hole size shall not exceed the following max percentage of stud width: P 91 P Y P ty — O O i1--• o O ° sizes, provided that the relevant loading conditions (below) are met For questions on interpreting the charts or for Z Concrete Topping: Concrete topping can not be installed on floors unless specifically detailed on the structural Bearing walls: Hole-40% of total stud width, Notch-25/o of total stud width t j Z cc co Temporary Support The builder must provide adequate temporary support to all walls, roofs, beams, and floors pP 9 P Y • members which do not satisfy the charts'loading conditions, contact the engineer of record. W co W during construction. Design of these supports are not included unless specifically shown. Contractor is drawings. The concrete topping shall be installed per manufacturer's specifications. The topping shall not exceed • Non-bearing walls: Hole-60%of total stud width, Notch-40%of total stud width W ZU-' Q Z w a Ui responsible for the adequacy of all temporary support systems. 1-1/2"in thickness and shall be less than or equal to 18 psf(i.e. >-12 psi per inch). • In all cases, hole edges must be at least 5/8"from edge of the stud = 1:t Ill co Non-Bearing Interior Wall to Slab Connection: Interior walls shall be connected to concrete slab with minimum • OK to drill up to 1" diameter hole for studs up to 16'tall. Hole to be 5/8"from edge of stud. \ z Z W O CI Specifications: All notes, call-outs, and details included within this design package are required unless W U Q 12"x5-1/2" long anchor bolts @ 6' O.C.. Wet-set epoxied, expansion, or screwed (Simpson Titen HD) anchor bolts • See IRC Figure R602.6(1)for visual description of stud holes ¬ching FLOOR JOIST OR BEAM ` DEFlNI110C1 OF CLEAR SPAN: W 7 Z cr specifically noted otherwise. W J Z Q m are accpetable. If interior wall is not specifically denoted as a shear wall, it is acceptable to use 1/4"x4" split pins @ DISTANCE FROM INSIDE OF Z_ W ra� BEARING POINT 701NSIDE OF O = V Verification: Verify all dimensions, elevations, and site conditions before starting work. 32"O.C.ar 1/4"x4"Titen screws @ 32"O.C. ”fBEARING WALL BEARING WALL\/ BE BINOPPOSIGE BEARING POINT Z C7 W r10 Z 0 m DECKS & BALCONIES ` OR BEAM OR BEAM x ,° UNSUPPORTED DISTANCE Z D_ = its - w Errors: The contractor is responsible to check the plans and site conditions and to notify the /, " C• • > al W architect/designer/engineer/owner of errors or omissionsprior to the start of construction. Guardrails: Unless noted otherwise and detailed. guardrails to meet R312.1.2. Guardrails shall be 36"high min with 1- >- W w Z LI Cl- any CRAWL SPACE max opening size so that a 4"sphere cannot pass through. Guardrails shall be designed to withstand a 200 lb point / CLEAR SPAN (C.S.) / } W J W n p Z J W Conflicts: Notes and details on the structural drawings take precedence over the Standard Structural w -1 ,x rn Q 1__ Specifications and typical details. Written dimensions take precedence over scaled drawing dimensions. Vapor Barrier: Cover entire crawl space with class I vapor retardant (i.e. poly vapor barrier - 6 mil required, 10 mil load applied in any direction and at any location on the top rail and shall be designed to withstand a uniform load of ---�i ❑ ❑ 1- r• 4( )= C.) aa highly recommended). Extend 6"up foundation walls minimum. 50 Iblft applied horizontally to the top rail. Contractor/owner/inspector to physically verify (e.g. push & pull on top J < < W n Lp W J Structural notes and details on the structural drawings take precedence over the architectural drawings. 0 CV U - rail)that the guardrails meet the IRC loading requirements mentioned above. m m > to U W Q Changes: Written approval from the engineer of record is required for anystructural changes to the provided Access: Access shall be provided to all under-floor spaces. Access openings through the floor shall be a min 18 ENGINEERED I-JOIST (TJI) SIZING w t` la '---", 9 PP 9 q 9 inches by 24 inches. Openings through a perimeter wall shall be min 16 inches by 24 inches. Attachment::o House:All deck ledger connections shall conform to the details outlined on structural drawings. Q ❑ >- 0 w drawings. Changes may be made 'in the field' with consent of Bradley Engineering. Please provide a red-lined > , o 5 Ir. O For decks over 30" above grade. deck tension tie's are required: MAX CLEAR SPAN MAX CLEAR SPAN drawing or sketch of desired change(s) to provide context and applicable information prior to contacting Foundation Ventilation: Provide min 1 square foot of crawl space ventilation per 150 square feet of crawl space area. 9MEMBER (TJI) MEMBER(TJI) d , o < O X X engineer. Please contact the engineer whoperformed the engineering foryour project as noted on this drawing. Space vents evenly to provide cross ventilation.Cover with g'corrosion resistant mesh screen. • DTT2Z-(1)at each end of the deck(2 total) WITH 5/8" GYPSUM WITHOUT GYPSUM m ❑ co t?❑ u_ i- O 9 9 9 9 The engineering for this project was completed by S. BLASCO whose phone number is (360)510-6323. • DTT1Z-(4)equally spaced along the length of deck 15'-5" 9-1/2"TJI 210 14'-2" 9-1/2"TJI 210 Hot Tubs on Decks: DO NOT INSTALL HOT TUBS ON DECKS unless specifically designed for hot tub. 18'-5" 11-7/8"TJI 210 17'-1" 11-7/8"TJI 210 Substitutions: If connector or lumber product substitutions are desired, contractor shall provide manufacturers evaluation reports of proposed substitutions to the engineer/owner for approval. ALLOWABLE HOLES - I-Joists & I-Rafters Waterproofing: 8" 11-7/8"TJI 360 18' 6- " 11-7/8"TJI 360 Bradley Engineering is not responsible for adequacy of waterproof membranes on decks whichCO cover living space. 20'-5" 14"TJI 210 19'-4" 14"TJI 210 Z - TJI36D 14"TJI 360 20' S" 14" Member Size: The member dimensions (e.g, depth and width of beams, columns, etc.) specified in these Minimumdstanw from bite to support.See Table Abobrr Up l0 1-1/2'hob may be cut anywhere 21'-7" 0 drawings are structural minimums. It is acceptable to increase the size above what is specified. ^ out-side of hatched zone.For holes larger 2Z-0" 16"TJI 210 2D'-10" 16"TJI 210 9 P P / ! No holes in than 1-1/2'diameter,refer to Table A STAIRWAYS Similar work: Where construction details are not shown or noted for anypart of the project, the area shall be / g°Orl rO1St• Q Assuming a Plywood glued and nailed to top surface. Gypsum and no gypsum bottom surface option is given above constructed in the same manner as similar work shown on the drawings. �' Stairs: Refer to R311.7 for stairway requirements Loading conditions: Live load =40 psf; dead load= 10 psf; U4130;TJ Pro Rating =42, Dry-use; 16" O.C. spacing Modification of Structural Members: Cuts, notches, and holes bored in trusses, structural composite lumber, t� 4 O �� it: a e�� ''' , ••i I Handrails: Unless noted otherwise and detailed, handrails to meet R311.7.8. U glue-laminated members, or (joists are prohibited except where permitted by the manufacturers 6- L, I -2xDi D, Closely grouped round Lz zxL,. �D7 recommendations or as shown on this page. (See ALLOWABLE HOLES) Itoha•ser '''-111I minimum -hofecareaIorradorthe minimum SOLID SAWN JOIST SIZING DECK JOIST SIZING 0 Ya hatched zones group meets requirements .-„,'— ll.l Scope of Work: The scope of work of Bradley Engineering, Inc. is limited to the structural engineering and for round or square holes MAX CLEAR SPAN MEMBER (D.F.2) MAX CLEAR SPAN MEMBER (P.T.) (] analysis pertaining to the subject structure. Bradley Engineering, Inc. takes no responsibility for items not Table A -Minimum Hole Distance From Support ALLOWABLE HOLES - Solid or En Lumber specifically addressed in the drawings, calculations, or call-outs, ROUND HOLE SIZE RECTANGULAR HOLE SIZE g' S'-6" 2X4 D.F.2 5'-0" 2X4 P.T.• CD -MIST TangeJI Paling $'_g" 2X6 D.F.2 7'-0 2X6 P.T. Completion of Work: Submittal of these structural drawings to the client completes the present scope of work DEPTH (Flange Width) r s° 4- r r 4° and budget of Bradley Engineering, Inc. Other consultation, design, calculations, sketches, inspection, etc. after 210(2-1r1r) t•� 1s zs i'. z•o• 2-6' No holes in 8X diameter of the Okto completely 111-6" 2X8 D.F.2 10'-0" 2X8 P.T. N submittal of this report shall be billed on an hourly basis. gY'- 76o(2-Sn6-) ,•.ar Tar au1•-8' z-s• 3-6" hatched areas largest hole(min) Allowable remove this area 14'-9" 2X10 D.F.2 12'-9" 2X10 P.T. 11R° 210(2-1r16") nu au z•u• t'-u• ram• zs us axe hole zone us 1T-6" 2X12D.F.2 15'-9" 2X12 P.T. D N 360(2-9161 ,•s Tlr 3-u• V-s' z-r 7.6" 19'-6" 2X14 D.F.2 18'-0" 2X14 P.T. I- STRUCTURAL STEEL 2,v12-,n�1 ,� 1'-0• 1� �� rr ,D,4:' ®�� U w Cr) 14• az '.• , Wiz s6atz-st�l r-v flu r� ro r6' 7s i; ': Loading conditions: Live load=40 psf dead load Loading conditions: Live load=60 psf, dead load= 10 psf Ur Q / Die. • 0 ',. � = 10 U480; Dr use; 16" O.C. spacing U360;Wet-use; 16"O.C.spacing; No tapered joists! Grade: Unless noted otherwise, the grade of steel members is as follows: • DO NOT,under any rncumslancas.cutornaMlastfbngas(dont even think about d) pstDry P 9 Q • • Leavey:0f wen(mamum)at top and bottom of hale(Le.do not out trthin lima flange) ' l , (-- Wide flange(W) ASTM A992 Steel Fy=50 ksi Fu =65 ksi 'S u4 u2 u4 (n j— • Round a rectangular notes a4ored accadng to Table A C • HSS Tube(HSS) ASTM A500, Grade B or better. Fy =46 ksi Fu =58 ksi • 1•,2 max hole size Inanarever L ROOF RAFTER SIZING (� _ __ • Channels, an angles ASTMA36, 36ksiFu= 58ksi. • Ohto cut nob nasmdtr fashion for any manufacturers I-Jo,sts.For Table AUseFbngowidth instead of TJI Rating plates, 9Fy= h,aywant to refer tojoist manufacturers specifications and requirements Hole Size:The hole diameter should not exceed 2" MAX CLEAR SPAN MEMBER MAX CLEAR SPAN MEMBERCt • Bolts ASTM A325 or better or 1/10 the beam depth, whichever is smaller. U I- D.F.2 D.F.2 TJI TJI Q • Anchor bolts ASTM F1554 or better JOIST CONVERSION CHART • These guidelines are applicable to glued-laminated, solid sawn, and engineered 6'-10" 2X4 D.F.2 19'-0" 9-1/2"TJI 210 0 (IDcc r Z • #4 Rebar&Smaller Grade 40(Fy=40 ksi or better) lumber beams, headers, rafters, etc Z Trus Joist Pacific Woodtech Boise Cascade Roseburg Red Built LP ( joists, ) 10'-4" 2X6 D.F.2 22'-3" 11-7/8"TJI 210 J • #5 Rebar&Larger Grade 60 (Fy=60 ksi or better) TJI 210- PWI 47 ---•- BCI 6000 ---- RFPI 40---Red-I 45----LPI 530 • Uniform loads only, no point loads 13'-2" - 2X8 D.F.2 25'-0" 11-7/8"TJI 360 Q Z r- w CO Connections: Unless noted otherwise, steel to steel connections to be 1/4" continuous fillet weld.All structural THICKER TJI 360 PWI 70 --- BC]60 --- RFPI 70-- --- LPI 36 • Round holes only 16'-3" - 2X10 D.F.2 24'-3" 14"TJI 210 Cn Q r CO No holes in cantilevers 18'-1D ZX72 D.F.2 28' 6" 14"TJI 360 steel to be fabricated in accordance with the AISC manual of steel construction, latest edition. WIDTH PWI 77 RFPI 700- Red 165 • DO NOT cut, notch, or drill holes in headers or beams except as indicated in sketch W ---elding: Steel welding to be done using E70 electrodes, and conform to AWS D1.1, latest edition. i TJI 560 PWI 90 BC, 90 -•-•-- RFPI 90-----Red-I 90-•-- LP1 56 _ 20 11" 2X14 D.F.2 25 9" 16"TJI 210 Washers: Provide standard washers under all nuts and anchor bolts Loading conditions: Snow load =25 psf; dead load =10 psf; U240; Dry-use; 24"O.C. spacing OK to substitute the joists specified on drawings(TJI's)with joists listed in this table. Match the original S 2 of 2 depth and spacing. OK to use thicker flange width than specified (e.g. use TJI 360 instead of TJI 210) DRAWING TO BE PRINTED ON 24"X36" IN ORDER TO BE SCALE L I Gth STREET NEW PERCENT OF LOT COVERED LOT AREA 8991 5Q. FT. EXISTING HOUSE, PORCH , DECKS * CARPORT 1821 SQ. FT. , GARAGE w/ LIVING ABOVE , STEPS * SIDEWALK 992 SQ. FT. A TOTAL COVERAGE 28 13 SQ. FT. FIRE PERCENT OF COVERAGE 3 I .2% HYDRANT 16'-5° CITY WATER TOTAL IMPERVIOUS AREA ELEVATION 58,8' 0 EXISTING HOUSE, PORCH , DECKS $ CARPORT 182 1 5Q. FT. ��� S 88d 09' S8"E ELEVATION 50.8' EXISTING GRAVEL DRIVE WAY 779 5Q. FT. �� ,89.91 NEW GRAVEL DRIVE WAY 1390 SQ. FT. GARAGE w/ LIVING ABOVE , STEPS * SIDEWALK 992 SQ. FT. TOTAL 4982 5Q. FT. 1*SLOPE Q PERCENT OF IMPERVIOUS 55.4% • I. - 1%sLOP�_ 4010P illo �_ - � G� l 0 000 0 NOTES: • �� �_ en¢__�-�- SIDE WALK J Lu` J I I I . SEWER WILL BE CONNECTED TO EXISTING SEWER HUB. Q I , - > 2. WATER WILL BE CONNECT TO EXISTING METER Z I �\`y/'� / I/ 3. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH ILJ z U I SILT FENCES AND SHALLOW SWALES TO PROTECT THE ADJACENT PROPERTY. Q I Q 4. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET - t _ HOUSE lib PROTECTOR INSTALLED PER WSDOT DETAIL 1 -40.20-00 -J OO r i •� 5. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. U G. ALL DIRT TO BE HAULED AWAY ' Q I 7. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE cZ PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB * GUTTER. C w DECK L ALL BROKEN AREAS WILL BE REPLACED TO THE CITY5 APPROVAL N PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. o _� .0 8. UNDISTURBED SOIL PER BMP C 101 I I%SLOPE BMP121 x - BMP 1124G DECK 0 Io 0' SODDING 1 6'-41" O z x 'Z I 2%SLOPE Q I O' ' GARAGE w/LIVING ABOVE FILLED w/WASHED I"-2" DIA. DRAINROCK 4" PERFORATED PIPE 1%SLOPS ilI- - - - - U x 51v1P233 DRAWING INDEX: WRAP ALL SIDES AND TOP w/ TIGf1TLINED TO ROOF DRAINS -�= SILT FENCE I r--- =ir=- �; T _RERWSDOT I . NW SITE PLAN GEOTEXTILE SEPERATION FABRIC / III Il 11l DETAIL 1-30.15-02 �l 2 . EXISTING SITE PLAN u=u=..-. =1=n • IP II Bedroom 1, \ ,K r-IT a u=�- ,i=iT-n=n=i _ =>r>r ` _>< e.,.�a•r� ii �I o..41P1 Living - o w 3 . ELEVATIONS Ic'-r rnurn II I x .'�:-�.. � I I1 ' J w� x I 4. GARAGE MASIN FLOOR PLANS OPS•�� �pt • POWER �I \ � 1 'Igi,4410 1 2.5' \ P� -_ y'� ��r II Ci=Yt I 1 ;o„a•p•a�, � ! 1 �_ _3 o 5 . FOUNDATION $ MAIN FLOOR FRAMING PLANS �i��i� i��i��ij • 51FEWALK Nl� ? °B " T :� 13' _ _ !�` o n PLASTIC COVERING G. ROOF PLAN $ SECTIONAL DETAILS ��ill � � r� 5MP FIG. 3.1.2 pIRT PILE 7. GARAGE * MAIN FLOOR BRACE WALL LINE PLANS 5' -`Ij = rQr� I o�_ice ALL ROOF E FOUNDATION I I ' LONG DRY WELL 0 0 •I •IIT �I I CONCRETE DP.AII� LINES IOGOTO 8MPI51 5 5 SQ. FT.SURFACE AREA CONCRETE HANDLING S �_ _) II Ls Lc°�oJ III PARKING 25 XDIEEP BMP 154 1 11 'I CONCRETE WASHOUT AREA ROOF AREA 1088 SQ. FT. I Kitchen II 13 Bed�ogm I o `j/// ill 1 I , I I o 1 058 �J ti-_*-15.7f-di IL11 I �o cyJ / ` BMP240 3000 X 15 I = 55 5Q. FT. - _IL 1 ' SEDIMENT TRAP �� ELEVATION 61.8' 6 B - ,. D S 2%SLOPE 6 d 5%SLOPE •POWER //''�� f . ----- . 19Or_ , � Si or ELEVATION 50.8' k sAip F, 3 • e._� !l1111 a ELEVATION 60.0' ELEVATION 55.9' S 88d 70' 38" E 89.92' �� ^� BMP C 103 i Z4. 4 %..forIcAock4s_t d.J BARRIER FENCE P45\\ p - I 8" SANITARY SEWER "-- 0,1`►n& o �o �c (A A ( g-� !, ALA BMP C 105 LEY BMP C 107 GRAVEL CONSTRUCTION ROAD k/ ZONE: R-3 0 . r A 4°- QUARRY DETAILSPALLS BUILDER TO VERIFY ALL DIMENSIONS L� •c`:n�� O n +`iH&� PER WSDOT I-80.10-02 S �r �J O 1 CONSTRUCTION NEEDS TO COMPLY WITH A °� I 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE IRC 20I 5 BUILDING CODES Bi\A)-Z / Av..\ c� ,^ PLUMBING TO COMPLY WITH THE 0\ ` ' O'n .�i'nrmnrl�.. .Al hlU1111111111111111111111k.. II I11k... i. 2015 UNIFORM PLUMBING CODE .,..,.,.• vt�Ir111111 11111r11111 IWlru.- trj %CCOCAlele y171C:''�i"' AIrIrIn11rI1r11r11r11rI1111rlllllrllr�, I S� �'4.ailrununnlrm1irmnrnnlrnnlrm�i�.- � � :�'�t. I n r l II i� Ni u i " n u C - SCALE: I =20-0 ON I I x I 7 PAPER ,,,_la !min Iliiiiririilniii[liiIIuIirmaI - i7ilii 1 SCALE: I " 10'-0" ON 22" x 34" PAPER I of 7 ,, !nlumminlrlunrnnlrnnlrnnlrl mum w n:nIIUIIImrlrmrlrnnlruirn1rll unlrl 8'-I° 2" P�EV.# I 12/ 19/19 n'r'mrl�n�n�rUIIInnIIIlIInrn1'nlrlm nlrmr 24'-6- I{I 1r1 ��r SIDEWALK a I I III 1 II II 1 1..- ` ELEVATION 61.5' ��„L°AVF 1 Y,Yh.Yd'HN. n Yd' u, NEW SITE PLAN 1111A6AA PC 0 EX 6*-‘'ffis ELEVATION G0.0 - - - u4Hi iiii I 1,11 1 9' NICHOLAS ANDRICH GARAGE w/ LIVING ABOVE TOP OF I1 -----_-I'1 IjI) -- AVERAGE ORIGINAL RADE EXISTING SLAB 12° TOP F - - O ELEVATION 55.6 1- Q L _ ______________1/ - cZ ADDRESS : 13 17 I Gth STREET VARIFY DIMENSION MID POINT PARCEL: P 55550 AVERAGE ORIGINAL GRADE ELEVATION 50.8' SOUTH ELEVATION Geo ID : 3772-09 I -0 I 0-0007 DRAWN BY: BRUCE RUSTAD DATE: 12/07/ 19