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APPROVED
<br /> Office of Community,Planning&Economic Development
<br /> PLANNING DEPARTMENT
<br /> NAME: YTran
<br /> DATE: 03/12/2024
<br /> This approval only applies to 41 to•-to-
<br /> the work being performed under 52'.7' - so o
<br /> Permit# — - _ CONCRETE �
<br /> M2403-008 _ 1. PROVIDE CONCRETE OF 2500 FBI MIN- COMPRESSIVE STRENGTH AFTER 28 DAYS.
<br /> �-
<br /> 5 112 SACKS OF CEMENT PER CU. YID, AND E GAL OF WATER, MAX., /ER SACK OF
<br /> and does not recognize any C
<br /> ( �7k CEMENT. SLUMP SMALL NOT EXCEED 4' � a
<br /> existing structure that may not �D Q'� (\ /1 5�a.� 2_ CONCRETE SHALL DE AIR ENTRAINED 52 TO 7% WHERE EXPOSED TO WEATHER.
<br /> meet Zoning Code. 1 �,� a FASTNERS INTO LT. WOOD TO DE HOT-DI//EO GALV.
<br /> goe. r v�`^ t. o�Ck-nL FOUNDATION
<br /> `• 1' J 1. FOUNDATION DESIGN BASED ON SOIL DEARING CAPACITY OF 1500 /SF UNLESS r
<br /> J
<br /> off' �d ' STORAG
<br /> ~ OTHERWISE NOTED IN REGISTERED SOILS ENGINEER REPORT. ALL FOOTINGS
<br /> ' E _
<br /> � SMALL DE PLACED ON FIRM, UNDISTURBED SOIL OR COM/ACTED SOIL OF 1500 /SF
<br /> ,�A, 41� CL Ec� �,tti c MIN. DEARING CAPACITY
<br /> Vr C 2 ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREASURE TREATEO
<br /> t=' tD' f 1 nI le o tie• �`' [`� C �, �u1r"� t'0Nk,"A (.''� 1� `�"`5 3 PROVIDE 18' MIN CRAWL SPACE UNDER FLOOR JOISTS AND 12' MIN. UNDER
<br /> v F'• ccti ir' ' a.,,t DEAMS.
<br /> 50 } %j 4 INSTALL CRAWL SPACE ACCESS, 18' X 24' MIN
<br /> 0� ,rU,�c✓ 5 PROVIDE CRAWL SPACE VENTILATION OF ONE 50. FOOT PER 150 50- FOOT OF
<br /> 7 CRAWL SPACE
<br /> ° A. MAINTAIN MIN. 0' CLEAR FROM GROUND & 2' FROM CONC. SLABS TO TOP OF /NON.
<br /> REINFORCING STEEL
<br /> 1. USE GRADE 40 DEFORMED BARS IN ACCORDANCE WITH ASTM A615.
<br /> 2 REINFORCE SLABS AND SIDEWALLKS WITH 6 x 6 10/10 WWM AS REQUIRED-
<br /> 5 CONCRETE COVER SHALL BE 5' MIN FOR CONCRETE CAST AGAINST AND
<br /> PERMANENTLY EXPOSED TO EARTH IRC R403 1 3 5 v,
<br /> Al2 EAT 4 FOR CONCRETE EXPOSED TO EARTH OR WEATHER MIN. COVER SHALL DE 1 1/2' FOR ��
<br /> • Y 05 BAR OK SMALLER, 2- FOR 06 BAR OK LARGER. IRC K403.1.3.5.3
<br /> n
<br /> QQM 1 1. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY
<br /> OF THESE DOCUMENTS, SITE CONDITIONS, PRODUCT AVAILABILITY, . . or ..Ma•o.
<br /> • ~ ETC ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO
<br /> A/2 LIVING ROOM CONSTRUCTION AND FA5RICATION ANY CHANGES OR DEFICIENCIES
<br /> ------- ON OK TO THE PLANS MUST DE TRANSMITTED TO WOODWAY HOMES
<br /> FOR WRITTEN APPROVAL
<br /> 2 INDICATED HARDWARE TO DE SIMPSON PRODUCTS, OK EQUALS.
<br /> RN90"[D 3 THESE DRAWINGS ARE 'AS-DUILT' DRAWINGS AND MAY NOT REFLECT
<br /> TINT out IMi[RCON [c .lent EXACT MEASUREMENTS CONTRACTORS AND SU55 TO FIELD VERIFY.
<br /> 100 C/N NIM 0
<br /> FRAME-IN WALL• veNT our
<br /> AJ102 4.5 6 K310 2.5 2016 IRC- L'
<br /> AREA F REMOVED V »
<br /> MASONRY CHIMNEY. V[NT/AN WHERE WINDOWS ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE
<br /> 2N4 9TUO'11P•.e TNT[ MN II �O Pat "CPU MIN.
<br /> DOL TO►►LATE. ® VENT OUT AND RESCUE OPENINGS, REPLACEMENT WINDOWS SMALL
<br /> 9INOLE Doi.►LAT[. A/2 DATH BE EXEMPT FROM THE MAXIMUM SILL HEIGHT REQUIREMENTS, AND MIN. OPENING th
<br /> All T AREAS, AS LONG AS THE REPLACEMENT WINDOW 15 NOT PART OF CHANGE OF OCCUPANCY
<br /> iD ALL FASTENING: � � = C
<br /> ---=' 6 ALL FASTENING TO COMPLY WITH SCHEDULE 4 n
<br /> ON SHT. GC-2.0 AND CURRENT IRC & IDCOtt
<br /> F
<br /> W-6'
<br /> .0 FRAMING: ro
<br /> ,1 „ 1 rMONRt R) 1
<br /> I. FIRE AND DRAFT STOPS SHALL DE INSTALLED TO CUT OFF OPENINGS- HORIZONTAL
<br /> I I I 1 I CNINN[� V
<br /> _y------- t t I AND VERTICAL. BETWEEN FLOORS, ATTICS, ETC 1� O
<br /> YA°O1�RIMO�. VINTr 2. NAILING SMALL COMPLY WITH LATERAL SPEC. R TABLE R602 3(1) SEE 5MT GC-2.0 n O b
<br /> /R[rwu.It[[Nor*.. so crr r�N ...
<br /> ,It" lidn°OR�01fre. soCPUT o 3. FOUNDATION CRIPPLE WALLS SHALL DE FRAMED OF STUDS NOT LESS THAN THECU
<br /> ru�A ROOF rurl"° .HOC[/COD[T ® T ;o STUD SIZE ABOVE AND DE MIN, LENGTH OF 14% OR FRAMED STUD DLOCKING. 3 n
<br /> INTIRCONNIC1.ieAt WALLS GREATER IN HEIGHT THAN 4' SHALL DE FRAMED TO THE STUD 51ZE
<br /> REQUIREMENT OF AN ADDITIONAL STORY. O $$
<br /> 4 END DEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT DEARING AREA
<br /> BASED ON ALLOWABLE VALUES FOR COMPRESSION PERIINDICULAR TO GRAIN. C)
<br /> IMOKI PIT 5 PROVIDE SOLID BLOCKING OVER LOAD DEARING PARTITIONS, WALLS AND BEAMS. n
<br /> VINT NO" ® INT[RCONM[C7�/0 6. ANCHOR COLUMNS AND POSTS AT TOP AND BOTTOM WITH A POSITIVE AND
<br /> 100 C/Y rIM
<br /> c 6/1 LIVING ROOM nNrovr yI, or ¢1►�•6y} �(` 7 DIRECT
<br /> WOOD EXPOSED TO THE WEATHER LSHARL BE AL PRESSURETREATED, OR CEDAR. LID
<br /> N
<br /> S 0 e'1 8 PROVIDE GUARDRAILS 36' H. MIN., WHEN DECKS AND PORCHES ARE MORE THAN
<br /> / {-C •�o�C 30' ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS 50 A 51"HERE ♦• IN �-
<br /> J DIAMETER CANNOT PA55 THROUGH. TOP RAIL SHALL WITHSTAND A HORIZONTAL
<br /> AM KITCHEN • p vth)' O C, FORCE OF 20 TLF APPLIED AT RIGHT ANGLES TO THE RAIL.
<br /> AJ1 8€BROOM 1 6.d•� 9 APPROVED JOISTS EQUAL,O FLUSH HEADERS OR BEAMS WITH SIMPSON 'U' SERIES OR
<br /> N
<br /> LUMBER
<br /> 1. STUDS, JOISTS AND RAFTERS-
<br /> HEM-FIR 82. BASE VALUE 75Fv, 650Fb, 1,300.000 E
<br /> 2. BEAMS AND HEADERS:
<br /> 4' - DF t2, BASE VALUE 95Fv, 875Fb, 1.600.000 E
<br /> "A IL °°
<br /> 8' - DF i1, RASE VALUE 85FV, 135OFb, 1.600.00 E
<br /> 3. ►O5T5 AND TIMBER:
<br /> I"I°°"'O1CA°° OF tt, 4x__ 145OFc, 1,700,00 E
<br /> DF 81. 6x__ 1000Fe. 1,600.00 E J
<br /> 4. GLUE LAMINATED TIMBER,
<br /> I2'-10' I5'•10 1/2'
<br /> 24F V4 OF/DF 165Fv 2400FIP 1,500.000 E 11�`' �/ t3'-1/2'
<br /> b c PLUMBING:
<br /> I. PLUMBING SHALL CONFORM TO CURRENT FLUM13ING CODE.
<br /> / C{A1vwnIL PC 2. WATER HAMMER ARRESTERS SHALL DE INSTALLED PER UTC 609 10
<br /> 0 x LIJ
<br /> I CONSTRUCTION TYPE: VD 0 W M
<br /> 13 L O G . E X 5 T G . U f F E - F L 0 0 K FLAN OCCUPANCY: K-2 J
<br /> �
<br /> SCALE: 1/4" - V-011 SCOPE THIS FLOOR: LL wL U l
<br /> DEMO INTERIOR TO FRAMING 11 U
<br /> STUD IN WALL AT REMOVED MA50NRY FIREPLACES Q
<br /> INSULATE WALLS AND CEILING TO WSEC REQUIREMENTS, FENVIRONMENTAL
<br /> City of Everett Permit ReviewWALLS R-1S IN EXISTING 2x4 STUD WALLS 8 Status: Approved as NotedW WR•49 6ATTS IN CEILING AREA.NEW WALL AND CEILING DRYWALL 5/8' GYP. w/ PVA, 05/09/2024 8:16:10 AM a— J J
<br /> NEW FIXTURES, ALL FINISHES 6 MILLWORK. J-A W W
<br /> '.m l L L.L
<br /> EXHAUST SHALL NOT BE LOCATED Q W W
<br /> OF ANY EXTERIOR OPENINGS PER IRC M1504.SE AND LOCAL VENTILATION SYSTEMS DESIGNLY WITH IRC MI505.4. i R 0 O
<br /> Lo
<br /> �� O O
<br /> W
<br /> 1-
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT °� I
<br /> A-1 .0
<br />
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