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829 56TH PL SW 2018 Plans 2022-12-06
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829 56TH PL SW 2018 Plans 2022-12-06
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Last modified
12/6/2022 1:21:29 PM
Creation date
7/22/2021 11:07:29 AM
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Template:
Address Document
Street Name
56TH PL SW
Street Number
829
Permit
C1812-006
Year
2018
Notes
New ADU
Address Document Type
Plans
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Permit#: C1812-006 1 <br /> Site Address: 829 56TH PL SW <br /> GRADING AND DRAINAGE Owner: SHUTOV MIRIAM P&ALEKSANDR <br /> Tenant: [TenNamej <br /> I. Provisions shall be made for the control and drainage of surface App. Date: 12/17/2018 <br /> water around buildings by: gutters, drain lines, inlets and catch Proposed Use: NEW ADU <br /> basins or other necessary drainage structures and shall be installed Description: NEW ADU IN DCISTING SFR BASEMENT <br /> where storm water disposal cannot be obtained without their use or <br /> where erosion cannot be prevented by finish grading and planting. s� <br /> Dry wells shall not be installed in areas where the soil is not well Reviewed By: Date:�i/'2-G'� <br /> i <br /> drained and)or porous. y Office Set Job Site Set Fire/Planning Set <br /> IP <br /> Cad I i 1# -`I IIP . ,„, 2. Grading shall be provided to insure: <br /> `', (a) Diversion of water away from buildings. 11±1 §.- o y <br /> (b) Prevention of standing water and soil saturation detrimental a r ,,,, <br /> to structures and lot use. r 0 3 E E.-LY, <br /> (c) That natural drainage channels or basins are not blocked or _��, <br /> filled. <br /> (d) Provisions for the disposal of water from a lot. AUG 2 0 2019 ❑❑ <br /> otection of adjoining property. °O <br /> PIN ENTRY SLAB Wj f4 <br /> REBAR ® 16' O C. IF BUILDING IS NOT POSITIONED Pe�. EVERETTry C o 0 <br /> ���� 4'-8 INDICATED ON APPROVED SITE PLAN, <br /> �— ANEW SITE PLAN SHALL BE-peSUBMIT- 'C) <br /> y <br /> _�� I I� TED. NO FURTHER INSI'ECTiO^>S WILL U ,,I,„..,4���� t3E MADE ON THIS PROJECT UNTIL THE o V <br /> ,� � DEVISED SITE PLAN HAS BEEN APPROV <br /> RADIANT HEAT SYSTEM IN ( I o o I ED $Y THE BTJILDING�PUBLIC WORKS <br /> CINIII.;11114 <br /> SLAB, NSTALL R-10 ) U L J DEPTS. <br /> INSULATION FULLY UNDER <br /> NEW SLAB <br /> N N N , _ _ _ _ It is owners responsibility to establish and swig a„ <br /> a'> " " r=_�n property lines, co a, <br /> 13 1O'-4" ,�I Ill 15'-10' f N N <br /> is i I III o) I <br /> iii PROPANE TANKS, HEAT PUMPS AND T m <br /> "' I! Additional Permits Are Required OTHER EQUIPMENT OR APPURTENANC' it �:, <br /> �—® (—® Er \ I For This Project To Include: AND SIDE SETBACKS. PROPANE TAN"' a m La <br /> f REQUIRE ADDITIONAL PERMITS 195E ,� —> <br /> 18 REMOVE .G J 24 REMOVE EX'G L_ I J ---\_ REMOVE EX'G Plumbing [� Sprinkler BY THE EVERETT FIRE DEPARtMEN J <br /> COLUMNS do FTGs OLUMNS.SrFTGs ( COLUMNS g FIGS Mechanical El Fire Alarm PRIOR TO INSTALLATION. <br /> SEE fDOT61G SCHEDULE FOR RENFOREMEI(T <br /> Electrical <br /> 4' CONC. SLAB FILL O <br /> do TAMP. ~ <br /> CONCRETE-ENCAREQUIRED RODE <br /> Ex'G Ftcs u x' (LIFER GR05 N5 , D ECEVE <br /> COLUMNS PER NEC 2 <br /> _ _ (INSPECTED AT FOOTINGS FEB0, <br /> MAY NOT BE LOCATED <br /> -__ _ _ 25 2019 u)N <br /> l i 9 ® ® • <br /> TA Benchmark fs Required On Site CITY OF EVERET Q 3 <br /> II \ ``. I VEREY WALL LOC. TO ALIGN Ir aG o Verify Approved Building' Height Permit Services _ �G <br /> II �I WITH EX'G COLUMNS <br /> La <br /> ffi <br /> 7 1 $1 �-- N <br /> `e. II / /^� �---I «,w <br /> III/ �I ��-mil ® �l �� ® �� I (213 <br /> �L— —JA C k 3) w,:i 71 1\ <br /> '- 6' THICKENED EDGE OF SLAB i O a <br /> TEND 12' BLW GRADE of SLAB INSULATION Q <br /> CRAWL SPACE WHERE SLAB IS 24' OR LESS BELOW FINISHED EXTERIOR <br /> `0I SlJ (� = w - ® GRADE EXTEND R-10 INSULATION FORA TOTAL OF 24 J <br /> �- (2.1 '�'` _ O INCHES EITHER VERTICALLY OR A COMBINATION OF O <br /> .�,/ i5 U(� -� I �- /1_ — ® ® EX'G COLUMNS 0 ® ONRTGRALLY AND HORIZONTALLYL AOUD THE ENTIRE <br /> iLt ON-GRADE PERIMETER. INSTALL WATER-RESISTANT <br /> do FIGS <br /> D� SL�6� ��- l4� INSULATION MATERIAL MANUFACTURED FOR THIS PURPOSE. z <br /> INSTALL A COVER FLASHING OR PARGING TO PROTECT THE <br /> Crk <br /> INSULATION FROM MOISTURE AND PHYSICAL DAMAGE ABOVE O <br /> TANK GRADE. MAINTAIN A THERMAL BREAK AT THE EDGE OF A <br /> SLAB. SLAB MUST NOT RUN CONTINUOUSLY FROM HEATED <br /> CRAWL SPACE TO UNHEATED AREAS. ce <br /> MECHANICAL AREA z <br /> UNHEATED > Z '''EI L <br /> O CRAWL SPACE VENTILATION / R408 z 3 <br /> 5 PROVIDE 134 SQ. IN. MINIMUM NET (1/300) -i 5 <br /> On EX'G CRAWL INSTALL 2 8"x16" SCREENED VENTS X O w <br /> SPACE ¶ 75.4 SO. IN. NET FREE = 150 SO. IN. U a _1 w <br /> �/ AT LEAST ONE VENT TO BE PLACED WITHIN 3 ¢w <br /> I O 3' OF EACH CORNER OF THE BUILDING. ONE W J <br /> SIDE OF THE BUILDING MAY HAVE NO VENTS. U ZI co z <br /> L fNW C <br /> FOOTING SCHEDULE (I) i - <br /> MARK HxWxD REINF. BAR CZ, <br /> 12 6x12x12 —I w <br /> 15 7x15x15 S o 0 <br /> U <br /> FOUNDATION PLAN SCALE = -0" 20 s 28x18 <br /> 24 10x24x24 (2)44 EA. W. U <br /> 30 12x30x30 (2)#4 EA. WY. J <br /> 36 12x36x36 (3),4 EA. WY. T <br /> 15C 8x15 CONT. (2)#4 CONTIN. 1 / <br /> STRIP ALL WOOD FORMS 6PRIOR TO BACKFIWNG. <br /> 5 J <br /> � J <br />
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