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3716 UPLAND AVE 2018-03-27
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3716 UPLAND AVE 2018-03-27
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Last modified
3/27/2018 2:46:38 PM
Creation date
3/27/2018 2:46:19 PM
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Address Document
Street Name
UPLAND AVE
Street Number
3716
Notes
GEOTECHNICAL REPORT INCLUDED
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VW.PA <br /> O <br /> >pm F�LZ <br /> PT 2X LEDGER BEAM PT DECK JST OR RAFTER N 2.O m-m O <br /> PROVIDE SHEAR WALL PANELS i% gal TYP.WALL DETAILS W/JET HGRS PER PLAN ` ¢p u,°d <br /> AS NOTED ON PLANE AND 2 X TRUSSES o 24'o.c. -TRUSSES TO BE d p 7'J j <br /> SHEARWALL SCHEDULE �, �j PROVIDED BY AN APPROVED MANUFACTURER 12 ¢ a a Q <br /> �� �� ii e I I u I I o I I I I REGISTERED IN THE STATE OF WASHINGTON cow z. , <br /> STONE VENEER rdi : II II II II II II II , II SEE fop-aoz . <br /> (DRY-STACK GROUT TECHNIQUE) �tl I I I I II 11 7 z-m <br /> ON MORTAR SETTING BED ON 14 i/i.� TYPICAL DECKING COMP ROOF OVER 30"FELT EL E V a p l�-E p o' <br /> ❑ O F p <br /> THK SCRATCH COAT ON IS GA. r INSTALL PER MFR'S SPECS Z m Z i a <br /> GALVANIZED WOVEN WIRE MESH )_•., FLOOR JOISTS N x ZO p j V <br /> ON 15 LBASPHALT FELT ON / PER PLAN 12'LAG BOLTS W/FLAT �"'F oPo )w U <br /> 2-LAYERS OF WALLSHIELD WASHERS,ALTERNATE HIGH c Z Q O�:Z D <br /> MEMBRANE AS SUPPLIED BY THE d LOW LOCATION®I6'O.C. I/2'CDX ROOF SHEATHING "' `�z c G a <br /> MFR ON PLYWD SHTG 4 2X6 [—� THRU RIM JET OR STUDS Z p F, p Z c c <br /> STUD tf 16'O.C.W/R-21 r ' 4 ♦♦♦♦-_ AOR AEQUAL W/LEd DNAILS 4a 6'O.C. m O a a p a <br /> BATT INSUL.INSTALL 6 MIL r . A. AT INTERMEDIATE SUPPORTS C SPACE TOP OF BAFFLE <br /> �+ <br /> %�.II...♦♦♦♦♦♦ � � �I ` DT7"�'tf PAIR ��-- <br /> POLY VAPOR BARRIER TO /I m� Z�_ r o O F-a<p S S <br /> INTERIOR SIDE OF STUDS. al <br /> NjTB (IF APPLICABLE) 2 X VENT BLOCKING <br /> SEE PLANS FOR VENTILATION _ rr^� <br /> _ _ REQUIREMENTS WIND BAFFLE TOP OF INSULATION • <br /> VJ <br /> III—III—I 26 GA.MTL. <br /> III—III—III FLASHING , ♦♦♦♦♦I/1 %If <br /> ..., W oGRADE —III1 11iI IIIiii. REBAR AND 26GU GA.MTL. ���•♦♦♦♦�♦♦♦♦♦ ♦� . \ R <br /> TYPICAL FDIC, GUTTER F7-1 <br /> II I-1 I -"+`-;`:,°!=; ANCHOR BOLTING N _ \\\ v <br /> —III =''"T': } 'j \ R-49 INSULATION Z C Q <br /> SIMPSONSH-I TIES \ <br /> _ _ EVERY TRUSS 12'GYP.BD. <br /> 11-1 I.r.. I X 8 FASCIA e <br /> 17-2."':411 2-2 X 6 TOP PLATES-LAP SPLICES 45' Z m 3 $ <br /> N <br /> =1 I I—I I—III-1 I=I I <br /> TYP.DRAIN PIPE —I 1—I I <br /> M W RIGID INSULATION ,P.T.,- O ', <br /> II�2 <br /> N,,,,. I-12'-2'CONTINUOUS 4 X 8 HEADER(UNLESS OTHERIUISE W C v 4/ �" HANDRAIL 9 34'-38' 30'VERIFY/.� NOTED)WINDOWS AS PER UBC(CALK 0 <br /> CUNOJ RETURN ENDS TO WALL W/OWNER . WINDOW FLANGE,INSULATE 4 SEAL > Z y _ <br /> /// `, AROUND WINDOWS) LU Q C a <br /> vENEER :DETAIL zp °O USE ROGKWOOL OR OTHER -1 O 'Z R n _ <br /> 'n ip NONCOMBUSTIBLE MATERIAL 2 X 5 STUDS 0 16'o.c. U p.' c <br /> AS FIRESTOP (FIBERGLASS IS x cn a 3 <br /> UNACCEPTABLE AS FIRESTOP) W p u ° <br /> VAPOR RETARDER O <br /> 3/4'=1'-0' Al 2 - <br /> jr III <br /> 2'TREAD X\ PROVIDE SHEAR WALL 4 MOISTURE BARRIER N <br /> PANELS AS NOTED ON �/L11 w <br /> TYPICAL PLANS AND SHEARWALL R-21 INSULATION r , vZa <br /> FINISHED FLOOR - SCHEDULE �. V� C T <br /> �v 0-1 .<'' <br /> 5/8'TYPE'X'GWB `` ' , e 2 X 6 SOLE PLATE 3/4'CDX T G PLWD DECKING C <br /> (3)2 X 12 STRINGERS 2 X LANDING CAULK UNDERSIDE W/10d NAILS m 6'O.C. Irl U <br /> JST a IS'oc. w - TO DECKING PANEL EDGE d 10'O.C. F+�I <br /> m 6- <br /> SIDING A5 PER ELEVATIONS <br /> (UNC) NPANEL FIELD L) 271 <br /> \ RIM JOIST <br /> „IIII . 'IL: FLOOR JOISTS PER PLAN <br /> RAILING WHERE A 4' 1� IL <br /> SPACED 50 THAT A 4' III DOUBLE JOIST(UNO) - - \ <br /> SPHERE CANNOT PASST <br /> �'� m`. \\ <br /> / OF STRINGER AND FIRESTOP s MID RUN a .�I \ 12'GYP.BD. <br /> 1 <br /> BETWEEN STUDS in <br /> A .1 2-2X6 TOP PLATES Cn <br /> m .? LAP SPLICES 48' <br /> �' � RIGID INSULATION 44\ A — cW <br /> LI . 4 X 8 HEADER(UNLESSNNSI4117OTHEPollISE NOTED) <br /> � I2'GYP.BD. > T�� V2 X 4 KICKER ir <br /> xI MOISTURE BARRIER �� VAPOR RETARDER -� W <br /> "I TREADS 0 10'MIN. '1 STAIR DETAIL � 2 X 6 STUDS®16'o.c. W w <br /> 2 X 6 CAP RAILING EASE 1/2'21'-0' �nT 1Lii 1.1 A <br /> I O <br /> EDGE-IL HT.LINO R-21 INSULATION W X <br /> HANDRAIL SHALL BE PROVIDED PROVIDE 3'X 3'SQ.X 1/4' W 3/4'COX Ttls PLWD W �VfJ1 <br /> ON AT LEAST ONE SIDE OF EACH THICK GALVANIZED WASHERS . 2X6 SOLE PLATE CAULK DECKING W/10d NAILS <br /> CONTINUOUS RUN OF TREADS OR 0 w <br /> . FLIGHT W/4 OR MORE RISERS 5/8'X 10'ANCHOR BOLTS . UNDERSIDE TO DECKING6'O.G. PANEL EDGE PER SHEAR SCHEDULE) 4 10'O.C.PANEL FIELD W <br /> PER R311.5.6 IRC. <br /> 1iiFACE <br /> 1 PROVIDE A$.NOT LESS <br /> THAN BOLT DIAMETERS 4 FLOOR JOISTS <br /> I OF STRUCTURE I <br /> . PER PLAN SOLID BLKG.OVER W W <br /> NOT MORE THAN 12'FROM SUPPORT EMS 4 0 <br /> 1 2 X 2'e 0 5'c.c. ENDS OF EA.FDN.SILL PLATE alb ERG.PARTITIONS TYP. PO r <br /> RIM JOIST \ W <br /> TOP 4 ETM. DOWNSPOUT(FLEXIBLE OR \ 1' ,♦♦♦♦♦♦ 11 ♦♦♦ �t g g <br /> 4 X 4 POSTS 0 45'o.c.(UNO) RIGID PIPE)CONNECT TO 2 X 6 FDN GRADE \\\ <br /> I X 4 EA.SIDE BLDG.ROOF DRAIN SILL PLATE \ _'♦♦♦♦♦♦A A II 41 <br /> o-.7 ;14 <br /> L 2 X 6 P.T.DECKING(LINO) SLOPE FINISH GRADE NOTE: <br /> AWAY FROM FOUNDATION CONFIRM WITH BLDG. -\ STRINGER- �, "� <br /> • <br /> �»11EMCcJF�C1S9\79KL I ICCCC�IRS757 2 a MIN./1/4':12') GRADE - - PER PLAN <br /> (2)5/8'MBOFFICIAL ANY SPECIAL kl Z < R-30 INSULATION W <br /> BOLTS THRAND .. ;i - I <br /> REQUIREMENTS FOR u M <br /> POSTS AND _`��,L. BLK'G. 4'RIGID,NON-PERORATED �:� WATER RUNOFF AND \ \� III—III—I 1—I I IS" MIN. CRAWL SPACE - ~CLEATOW/6ST CAP 6 IZ M <br /> RIM 4 BLOCK I DRAIN PIPE-DO NOT CONNECT STORM SEWER HOOK-UP X -111-1II—III-1111 .Q TOP 4 BTM <br /> PT 2X DECK WITH FTG.DRAIN LEADER <br /> I <br /> Z Q 1-11 1=111=111=11 .w APPROVED MTL.ANCHOR <br /> _ JOISTS PER PLAN y - E '-III—III-1 1 1=1 A A 35 OR EQUAL -------\...f POASNPER <br /> 2 X P.T.LEDGER W/ 4 ° <br /> P.T.BEAM PER PLAN SILT BARRIER(BLR'G. —1 \ I' ° .I I6 MIL.BLACK POLY 4ICON(.FTG. <br /> 51MPSON JST HANGERS, VAPOR BARRIER 12'LAPCOLUMN CAP OR PAPER,FILTER FABRIC OR aNAIL HGR'S 16d NAILS - PER PLANTIE TO POST W/1X4POLYETHELENE FILM) II4•SCAB TIES OR EQUALTHR71 LEDGER ' 1._W/COLUMN BASEFTG W/MIN.12'COVER a TOPTYP.DRAIN 1 SIDES AND BTM. III—I,z111-111=111-111-I _ PIPE-SEE 4 I-11 I—I I-111-111 1 1-111-111-1 —I 11-1 I I=111=111=111=111=111-11=111=1111111 I <br /> APPROVED MTL.ANCHOR f PER PLAN -1 11 r' y I } 1 4 I DRAIN DET. -1 1 I= 111 11=11 1-1 I-Ill-1 1 —111-1 I I=1 I- - <br /> —I I <br /> 12111—III-11 1—III-111-11 I-111-111 MIN.4'RIGID,PERFORATED, I I—Irl 17 II 11—III—III-1 I I—I 11= <br /> _ • _ _ CORRIGATED DRAIN PIPEFTGS TOB CONT CONC FTG-PROVIDE"4 REBAR <br /> GRADE III—III—III <a =III—III—III II1=-111- -1 1,I 11-111-111-111-111-111=11 I I111E ESTABLISHED ON 4" Sn �" <br /> ®I0'o.c.HORIZ.4 18'O.C.VERT.IN <br /> -111-111-11L--' 1-L'.I 1 I— 1-111-111-1 11-1 I I—I UNDISTURBED SOIL-1500•PSF <br /> _1 =1 I-1-1 I-111-111—III—1 I I -III I I' MIN.SOIL BEARING CAPACITYOEM AE 0 FTG AS SHOWN <br /> LTERNATE DF N.WALL,T1HOOK d l '4 IN FOOTING <br /> DECK DETAIL FN. DRAIN DETAIL dy <br /> ''> <br /> C17,./3/4'=I'-0' (SIMILAR) 3/4'21'-0' TYICAL WALL SECTION <br /> 3/4'21'-0' t <br />
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