1616 126TH ST SE Plans 2024-12-30

FRAMING 4 FOUNDATION FRAMING 4 FOUNDATION FRAMING 4 FOUNDATION v D 10 DIMENSION COPYRIGHT NOTICE: DIMENSION2X6 5TUD5 o lb'O.G. 2X6 STUDS 0 IS"O.G. vuxaasumroxmxnnurn>xvuwms FINISH PER ELEVATION OVER CONT.FLASHING FINISH PER ELEVATION OVER cxso 15 LB.BIILDIN6 PA 5/6"TYPE'%'6JNB. R-21 BATT INSULATION 15 LIE.BUILDING PAPER R-21 BATT INSULATION :.cmisxmnaowwavxa�m,ncwnm.sa OVER SHEATHING STEM WALL BEYOND OVER SHEATHING PER PLAN canwr ism BOLTS W/3'X9"XI/4N 3"GONG.SLAB OVER R-38 BATT INSULATION R-548 BATT INSULATION umxs PLAN 2x STUDS PER PLAN 2X P.T.SILL w/5/e"X10"ANCHOR 4"MIN.CRUSHED ROCK PROJECT NO.: )D000 PL.WASHERS 4 (2)#4 TOP BARS 0 SLOPED AWAY FROM WALL 5/4"T.4G.PLYNU7/05B SUBFLR. 3/4"7.46.PLYWD/OSB SURFER. SPACED PER 5.W.SCHEDULE.INSTALL THICKENED SLAB INTO _ GLUED 4 5CREWED 4 R-5,5 IN5UL. GLUED 4 S-RE'/�D 4 R-50 IN5UL. DRAWN BY: JEM ______7 GOUT.NERVA57RAL 4 V2 MIN.4 12"MAX FROM ENDS w/ ADJACENT STEM WALL I I CHECKED Sr. JEM _ MIN.T'EMBED. I i PLAN DATE: 03282017 GARAGE SLAB i •.':t. •w b"MIN.WOOD TO GRADE a 4"GONG.SLAB OVER F...„ FINISHED GRADE • '• DWG.SCALE: AS NOTED O SIR SLAB > 4'MIN.CRIY�HED ROCK +.;.'_ + - - - _ FLR. 15T5.PER PLAN FLR..15TS.PER PLAN 4#5 BARS S 24,O.G.FIN. ` -•�- ^• •• j;.'., _ _ _ _ _ b"MIN. REVISIONS (2)#4 BAR GOUT.MAX 6' I-.'•- v} 4 :` i":: - __ - BELOW TOP OF FND.WALL c. ..•.. •. - .: - - .,. III=III=III=III=1 =I = :tip:•'• BOLTS W/5"X5"XI/4xPL.WASHERS 4 (11-45 ABELpWT .•ki 7:.�' BOLTS W/I S''XS"XI/4xPL.AWAS-ERS 4 ��' :r: ..:,.... ;' .... "':. `• -III=III—III=1 I L=1 1•..•. ... I1 J I I I I I I I EJ I .'+• .t. I I- 1- -I�-I I�-III-III- hi 7: SPACED PER 51N.SCHEDULE.INSTALL TOP OF FND WALL SPACED PER SA SCHEDULE.INSTALL • �`• •....- ...- .. .•- 1 •`..:i.-,•: - - '-1T '(T `I'I,'.v 1/2"MIN.4 12 MAK FROM ENDS Al ' 't�,:. 4 1/2"MIN.4 2'MAX.FROM ENDS wJ z TI6HTLINE i<� -III-III-III III= f••- a E=1I I . '�-. MIN.T"EMBED." 1=1 ` .`� MIN.T,EMBED. _ w. :. TI&HTLINE - t TI6HTLINE t� x € STORM DRAIN '�� r - TURN DOWN SLAB lb" - ••1.-.r. 5�TR�AARINM =I- ..:a'; #4 BAR VERTICAL®I6"O.G. °j STORM - I #4 BAR VERTICAL®I6"O.G!p a IF REQUIRED -III=I •. _I 4 HORIZONTAL®10"O.G. DRAIN — - _ 4 HORIZONTAL®10"O.G. s o '� I �I I QUIRED 1 '� ~�=E E � • 'I�� b IF RC-QUIRED�I- z ® -I1 E ~•'-• 6 MIL.BLACK V.$. Q I '•...•• 6 MIL.BLACK V.B. BAR VERTICAL Ib°O.G. `e 4 HORIZONTAL®10"O.G. (2)#4 BARS CONTINUOUS - .•'r-' a - _ I - z 5"GLR. .i i.. .-• - I i ''.41•:•. -v :.ten-,••.�. _ _- i • .I.--... . (2)#4 BAR CONTINUOUS I Ti' ° - ;o - 1. O !�d= 2)94 BAR CONTINUOUS #4 BARS w/QO SEND VERT.®16'O.G. #4 BARS HMO BEND VERT.18 1('0.6 (DJ#4 BAR CONTINUOUS us 3"GLR #4 BARS w/90 BBdD VERT.®I6"O.G. 4"PIA.PERF. B" 6" 5.. 4"DIA.PERF. •" N FRAMED FLOOR FOUNDATION DRAIN S" b" 3" SCALE: I"=I'-CI" FOUNDATION DRAIN 4" 6" 4' SCALE: N.T.S. SCALE (2)FRAMED FLOORS I FND. WALLg GARAGE 2 THICKENED SLAB W O.H. DOOR 3 FOUNDATION ALL PORCH ,4 FOUNDATION WALL SGA E' SE PLANS FOR POST 8 JOIST LOCATIONS 2'FURRING,INSULATE WALL TO R-21,SEE DETAIL I/A-2 ( OVER OGK CONCRETE4'MIN CRUSHED R � 0" MAIN FLOOR LINE P.T.4x4 PO5T5 -- - J Ix CEDAR WRAP - MAIN FLOOR LINE 'NEW'GYP-GRETE"POURED - '•.e ;:' -+�. z A34 CLIP - - FLUSH WITH EXIST.MAIN FLOOR .Y.2: '} w/#9x15"SD(5D91I2RI00) _ EXIST.SLOPED GARAGE SLAB • _ #4 BARS @ I6.OL. <�+'"r♦.,1 -. P:2xb - DECK PLANKING - LL �•} P.T.2x2 SILL NEW 2"R-10 RI61D INSULATION #4 BARS IN NOSING '`".l', •.. --- - -=1T. I MAIN FLOOR LINE .... - �I �I —I GONG WALK I- 1 Y 9 Y w :zl',.b �I —!I I—III—I I—I I�I • �-+ . °r. •I •+'- - sy'•.^; #4's®Ib'OL.VERT. 2°R-10 RIGID VERT. .'§'•''• 4..� E—III=III i #4 ®I2"O.C.o HOR1z. . .. = I' (HOLD TI6W TO EAST.STRICT) Ell FIN. _ III-1 I I—III—III—I I EXIST.STRUCTURE _ _ _ III=III= -III-I P.T.4x6 P.T.2x6 _ .. ;-:•.: FIN.GRADE .. 1�"' -VERIFY ACTUAL CONDITIONS I�—III I = F: III—III—III—III—II' �•.� _— — E-1I I—I I-1 —III- EPB44T r ry EST. _ i.:- —I I 1=1 IT 11- '-. w/5ET NUT _ •'r,< FIN.GRADE =I I I. III = �.• III—III—III—I I. 1w:,... 2"x1z"x6"PIER _;,.<s.: _ -1I-E I—�E EII :.1.- . III—�I =I E I�_I- -1 —N—I ' ' ° E-1 E—I E—I E� (WADA�1H ADHESIVE) .. S„ —I�I—III—=I-I I ::1 ` Till I I BAGKFACTED ILL 90% w III—III—III_' _ a•.Y• •' _ _ _ _ <• k_• _ _ —EII—E 1� III -y 1 —I I�— �— 1=1 11=1 1-1 11=1 11=1 1=1 1=1 11=1 I�I 11=1 1=1 11=1 I li I I I--I=I :.;::•—I I=III r �� III—III— I—III III ;:III=1 I I=1 =1=1 —'a•—I 1=1 I1='' -1 I I— — —"— —III�- �-1 I11�II 6"—_ I I F Llmitatlor�s .•-.--.•.••.•- 5GALE 1'= I'-O" SGA-E 1" ~:. - - d p hs Tooter than depth6 mm),contact cmlSWlthof e dealer E_I i I—I I _ ' O" 5GALE: I"-I'-O" 5GALE: I"=I'-O" FRONT PORCH STAIR DETAIL 6 DECK GIRDER FOOTING DETAIL 7 FRONT PORCH EDGE DETAIL S EXIST. UNCOND. SLAB CONVERTED TO CONDITIONED 4� ROOFING MATERIAL PER HEIGHTS MAY VARY ELEVATION OVER BUILDING PAPER 4 SHEATHING PER PLAN , V ROOF FRAMING MEMBERS �p' ••- - - •- NEN BUILT UP 2xb PLATES ABOVE BATT INSULATION PER PLAN .° , ; ..—f-_s- _____�_______ ___ ____ ___ ^l ~� �• ° - /°' EXIST.2x4 STUDS jW 2x BLOCKING /(2) .�(� W �R PLAN 2".DRILLED VENT ~ -- \ _____ _______ ________ ______ Nei_ -�.---. a PIBN 2'R1RRI �./tRJ 1� HOLES EA.BAY (SCREENED) PRE- RILL EXISTING WALL ° (-d .. ° v (PLAN) i-. FASCIA BOARD 6"MIN.EMBEDMENT FOR#4 STEEL PER PLAN DOWEL5.SET-DOWELS WITH APPROVED d r NEW BUILT UP 2xb TOP PLATES T 5"CONTINUIOUS MA50NRY ADW:51VE 0 12"OL.VERT.4 11 BUILD UP TOP PLATE METAL (2)IN FT6.ALIGNED w/CONT.FTC.STEEL e° - �°: / TO 6'-O" \ �� SCISSOR TRUSSES GUTTER (ANGLE MILL AT NARROW LOCATIONS) .<' - is ! REMOVE EXIST. PER PLAN •. INSULATION BAFFLE TO ____ CCC _ d iQi�• / TOP PLATES EXTEND 12"ABOVE INSTALL SEALANT AT ALL °b- z (2x4 STUDS TO REMAIN) INSULATION WITH 1 I/2" EXTERIOR SEAMS-VERIFY t� CLEAR AIRSPACE i < ' e n SIMPSON H-1 SEISMIC TIE. / -• - - i �i V/ 48'OL.(TRUSS TO TOP PLATE) NON-GROOVE ___s SOFF(VEQIIT PANEL a °' .. 2x4 STUDS 5 OVERHANI6 F O _ �'4 -• •• (BEHRY�2x FURRING) PER PLAN C_ � a� VENT SCREENED FINISH PER ELEVATION OVER VENT I5 LB.BUILDING PAPER OR 2x STUDS PER PLAN AOVERIR PILTRAT ON IN6 PER BARRIERPLAN GATT INSULATION PER PLAN EXISTING FOUNDATION AALL AND FOOTING r0 O F L4 l 'DOWES ARE i0 HAVE A 3'CLEARANCE FROM BOTTOM Fib.4 2"ON IDES. 5GALE: I"=I'-O" (SEE OTHER FOUNDATION DETAILS FOR ACTUAL NEW WALL DESIGN) u� N (RA ENERGY HEAL FLAT CLG. 4 SOFFIT IO NEW FND. TO EX. FND. CONNECTION DETAIL �EXIS.2x4k o a Aw-d Winning Designs by GOUT.2x CONT.2x E—T MAIN FLOOR LINE ('`-+1tL7Dj•,•`}'NJ (PAGE OF WALL) H(- TIOW I I EXIST. TOP PLATE EXTENTION FRAMING DETAIL 1 'onal8uildr'ngDcsign Sian 1987 JM Consulting&Design 14I37 I05dv.Ave.NE Kirkland W-bingron 98034 425-82I-75I8 jeffmille<Rjmconsultingdesign.com www.jmcnati Idngdesign.com MISC.DETAILS CITY OF EVERE71 D-1 REVIEWED FOR PERMIT