|
Permit #: B2108-013
<br />Site Address: 88114TH PL W
<br />PROJEG�I Owner: LOCKHART DAVID
<br />FE
<br />Tenant: [TenName]
<br />--- --
<br />GLIMATIC & &F-O&RAPHIG DESIGN CRITERIA IRC TABLE R301•Z(I)
<br />ADDRESS 81 App. Date: 8/6/2021
<br />Proposed Use: RESIDENTIAL ALTERATIONS
<br />-
<br />SEISMIC
<br />OUTDOOR
<br />ICE BARRIER
<br />MEAN
<br />ROOF SNOW
<br />s
<br />LOAD
<br />WIND SPEED
<br />e TOPOGRAPHIC
<br />EFFECTS `
<br />5PEGIAL WIND
<br />REGION
<br />WINDBORNE
<br />DEBRIS ZONE.
<br />DESIGN
<br />CATEGORY
<br />e
<br />WEATHERING
<br />FR05T LINE
<br />DEPTH
<br />TERMITE
<br />DE51 N EMP
<br />G T
<br />(F)- HEAT/COOL
<br />UNDERLAYMENT
<br />REQUIRED
<br />FLOOD
<br />HAZARD5'
<br />AIR FREEZING
<br />INDEX
<br />ANNUAL TEMF
<br />PARCEL NUMBER'
<br />Description: REMODEL OF EXTG FAMILY RESIDENCE
<br />OWNER
<br />SLIGHT TO
<br />20
<br />I10
<br />YES
<br />NO
<br />NO
<br />DZ
<br />MODERATE
<br />IZ
<br />MODERATE
<br />83/17
<br />NO
<br />NO
<br />113
<br />53
<br />LEGAL DESCRIPTION Date.
<br />TION K Reviewed By: - ;
<br />d'
<br />MANUAL J DESIGN CRITERIAn
<br />Office Set Job Site Set Fire/Planning Set
<br />0pI
<br />5C i
<br />_
<br />ELEVATION
<br />-
<br />LATITUDE
<br />WINTER HEATING
<br />SUMMER COOLING
<br />ALTITUDE CORRECTION
<br />FACTOR
<br />INTERIOR DE51GN
<br />TEMPERATURE
<br />DESIGN TEMPERATURE
<br />COOLING
<br />HEATING TEMPERATURE
<br />DIFFERENCE
<br />/ OO
<br />_ - --- /
<br />- --- �___�_��_�_-- ------ - - •--- -�-�-_� _�-_�_�- -------- - - __ ._ _.. r_� _ -� _ _ I 7
<br />'
<br />WATER EASEMENT
<br />"/ +
<br />I �
<br />_ _ _ _ _ _ _ /
<br />_ _
<br />I -
<br />I - d ,
<br />I _ /
<br />n i
<br />o
<br />REMODEL OF EXISTING FAMILY RE•SIPENCE, APPITION OF -j,DO 5F ON 00
<br />4- rn
<br />MAIN FLOOR AND 137 Sr OF COVEREP PECK U < r9
<br />� a
<br />o c�
<br />L
<br />zON N' N
<br />_o
<br />.._:ZONE R-1 U3 � °
<br />0j l
<br />Q) N U
<br />SETBACKS FRONT: 20 , SIDE: C9 , REAR: 20 L_ Q
<br />n sC) mom
<br />104 I'T
<br />47°3°J 2l0°
<br />72°F MAX
<br />70°F MIN
<br />0.019
<br />72°F
<br />70F
<br />40°F
<br />-- -
<br />-
<br />COOLING TEMi ERATURE
<br />DIFFERENCE
<br />WIND VELOCITY HEATING
<br />WIND VELOCITY COOLING
<br />COINCIDENT WET BULB
<br />DAILY RANGE
<br />WINTER HUMIDITY
<br />SUMMER HUMIDITY
<br />-
<br />- -
<br />N.
<br />NA.
<br />(o(o
<br />MEDIUM
<br />70%
<br />(opj%
<br />0. H15 15 THE MINIMUM ROOF SNOW LOAD. WHEN U51NG TH15 SNOW LOAD IT WILL BE LEFT TO THE ENGINEERS JUDGMENT WHETHER TO GON5IDER DRIFT OR 5LIDING SNOW. HOWEVER, RAIN ON 5NOW 5URGHARGE OP 6 P5F MUST BE-tn
<br />T
<br />GON5IDERED FOR ROOF 5LOPE5 LE55 THAN 5 DE6REE5.
<br />k W N E 05URE CA EGORY AND OPOGRAPHIC E ECTS WIND SPEED-UP KZT FACTOR SHALL BE DETERMINED ON A 51TE-5PEGIFIC BA515 BY THE ENGINEER OF RECORD (GOMPONENT5 AND CLADDING NEED NOT CONSIDER
<br />D XP T T FF C )
<br />TOPOGRAPHIC EFFECTS UNLE55 OTHERWISE DETERMINED BY THE ENGINEER OF RECORD).
<br />c. WEATHERING MAY REQUIRE A HIGHER 5TRENGTH CONCRETE OR GRADE OF MASONRY THAN NEGF-55ARY TO 5AT15FY THE 5TRUGTURAL REQUIREMENTS OF THI5 CODE. THE GRADE OF MA50NRY UNITS 5HALL BE DETERMINED FROM
<br />ASTM G 34, G �i6, G 62, G 73, G 00, C 12�, G 145, G ZICo OR G Io52.
<br />J. THE CITY OF KIRKLAND PARTICIPATES IN THE NATIONAL FLOOD IN5URANGE PROGRAM (NFIP)5 REGULAR PROGRAM (NO 5PEGIAL FLOOD HAZARD AREA),
<br />I I
<br />I I
<br />01 WSEG & IRC VENTILATION TABLE 402.1.1
<br />CLIMATE ZONE GJ
<br />MARINE
<br />(R-VALUE (a) OR
<br />U-FACTOR)
<br />FENESTRATION U-FACTOR (b)
<br />0,20 I
<br />SKYLIGHT (b) U-FACTOR
<br />O.rO
<br />CEILING R-VALUE (e)
<br />40
<br />WOOP FRAME WALL (g,h) R-VALUE
<br />21 int,
<br />(FLOOR R-VALUE
<br />30
<br />BELOW -GRAPE (c,h) WALL R-VALUE
<br />10/Iri/21 rnt, +rTB
<br />SLAB (d.f) R-VALUE & PEPTH
<br />10, z ft.
<br />R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. I !r ROOF- O•H l,• I i F
<br />A R-10 GONTINUOU5 INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. 5EE 5EGTION R40Z.Z.5.1.
<br />e. FOR 51NGLE RAFTER- OR J015T-VAULTED GEILIN55, THE INSULATION MAY BE REDUGED TO R-38 IF THE FULL INSULATION DEPTH i TO MATCH
<br />EXTEND5 OVER THE TOP P1pLATE OF THE EXTERIOR WALL. I I 1u4 P SILT ENCE I ^ EXIG✓TIN&
<br />f. R-7., CONTINUOUS IN5ULATION IN5TALLED OVER AN EXISTING SLAB 15 DEEMED TO B
<br />WITH SECTION RE EQUIVALENT TO THE REQUIRED I D5
<br />PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING 5LAB5 COMPLYING F203.H. IF FOAM FLA5TIC 15 USED, IT � I G 2 � A RESIDENCE
<br />5HALL MEET THE REQUIREMENT5 FOR THERMAL 5ARRIER5 PROTECTING FOAM PLA5TIC5,
<br />g, FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICG 400, LOG WALL5 5HALL MEET THE REQUIREMENT5 A '
<br />FOR CLIMATE ZONE 5 OF ICC 400.
<br />h: INT. (INTERMEDIATE FRAMING) DENOTE5 FRAMING AND IN5ULATION AS DE5GRI5ED IN SECTION A1o3.Z,Z INCLUDING STANDARD I I �� COVEREP PECK 137
<br />FRAMING I& INCHE5 ON CENTER, 7e PERGENT OF THE WALL CAVITY INSULATED AND HEADERS IN5ULATED WITH A MINIMUM OF R-10 I I �✓ 3�Q �� PROP®5ED (�nj�
<br />N5ULATION,vJ ,
<br />Ii _ MAIM I✓LOOR PADDIT16M �? Ex15TiNG SHED - 220
<br />,
<br />cg
<br />SMOKE ALARMS AND HEAT DETECTION (R31 TOTAL 21G�0
<br />GENERAL NOTES. I
<br />_- (-- ' . REMOVE EXIST. ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217 ANP INSTALLED IN I PERCENTAGE O.IQ
<br />THESE GENERAL NOTES ARE TO BE USED A5 A 5UPPLEMENT TO THE DRAWINGS. i
<br />ACCORDANCE WITH THE PROVISIONS OF THIS COPE AND THE HOU5EHOLD FIRE WARNING '
<br />ANY I C EPANCIES OUNP AMONG THE DRAWING5, GENERAL NOTES AND SITE ( z I i '` `��� DECK
<br />D 5 R F wER / ,__:::. ,/ HEIC HT CALGULAT�
<br />E E G EG WHO SHALL CORRECT SUCH EQUIPMENT PROVISIONS OF NFPA 72• SMOKE ALARMS SHALL RECEIVE PRIMARY PO `,
<br />CONPI I IONS 5HALL BE REPORT D TO TH AR HIT T,
<br />G E ANGY N WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE FROM THE BUILDING WIRING AND BE IIOV INTERCONNECTED WITH BATTERY BACK-UP. ...` <'
<br />,y 137 5P \
<br />P600VF- Y O I A PI5CREPANGY 5HALL BE DONE AT THE CONTRACTORS OWN RISK. O W I ,/ / AND CHANGE TO MAX. HEIGHT
<br />DIS R F EXHAUST HOOP MAKEUP AIR KITCHEN EXHAUST HOOPS EXHAUSTING OVER
<br />L N O E of INTERNATIONAL UILDING 400CFM SHALL BE EQUIPPED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO ( Q I ` Y • ' \
<br />ALL METhODS ANP MATERIALS TO CONFORM T THE ZOOB E N 0 ' I ' / COVERED DEG>� ,/ `
<br />COPE, O INTERNATIONAL RE5IPENTIAL COPE AND 201 WASHINGTON STATE THE EXHAUST RATE. SUCH MAKE UP SYSTEMS SHALL BE EQUIPPED WITH AMA 5 F LU 0 �/
<br />ENERGY COPE AS AMENDED AND ADOPTED BY APPLICABLE JURI5DICTION, CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE;
<br />SIMULTANEOUSLY WITH THE EXHAUST 5Y5TEM, I I / O I
<br />I / D
<br />PE51GN CRITERIA (IRC 301 : THE ENGINEERED LATERAL bE51GN FOR THE BUILDING IS IN
<br />( ) I F--- I EXISTING -
<br />N U L N COPE AND 15 PROVIDED Y THE FIREBLOCKING: SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT OPENINGS AND TO i /; ; I
<br />ACCORDANCE WITH THE 200 INTERNATIONAL B I DI C, P B V E E E WEEN STORIES AND ETWEEN TOP STORY AND f \ SFP 14 mi L
<br />ENGINEER OF RECORD. FORM AN EFFECTIVE FIR BARRI R B T T B \ ✓C�LE
<br />IN/�IMIL T
<br />ROOF SPACE, INSTALL PER IRC 302,11
<br />PE51GN I OAP5:
<br />' - RESIDEN T------------- , ' /' CITY OF EVERETT
<br />D : LL= DL=1 L= O WATER-RE515TANT GYPSUM BACKING BOARD (IRC 702.3.7)• GYPSUM BOARD USED A5 A O ( ` \` %, " D5 ) .� t
<br />RO F 2ri, �, T 4 I - Permit Services
<br />FLOOR: LL=40, DL=10, TLFrO BACKER BOARD FOR CERAMIC TILE SHALL CONFORM TO A5TM CI3°J(o, G117e OR G127e, ' I I�gQ �P , ; ' "
<br />DECK: LL=lO, DL=(o0, TL= 70 WATER-RE515TANT GYPSUM BOARD 5HALL NOT BE IN5TALLED OVER A VAPOR RETARDER I i - F . ! / 11
<br />IN A SHOWER OR TUB COMPARTMENT. OUT OR EXPOSEP EDGES, INCLUDING THOSE AT I EXISTING- \ _ / , . ,>�
<br />CONCRETE FOUNDATIONS: WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BP TN Y THE MANUFACTURER. i I A WAY `v ; ' / 51LT FENCE PER
<br />e I
<br />CONCRETE FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH IRC CHAPTER 4• I i \ / ,/ ,e' DTL,- TYP.
<br />FA5TENERS IN PRESERVATIVE TREATED WOOD (R317.3 FASTENERS, INCLUDING NUTS I < ; . /
<br />MIN, CONCRETE COMPRE551VE STRENGTH 3,000 PSI (R404.1.3.3•I) AND WASHERS, FOR PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZING-COATED,�-
<br />MIN. YIELD 5TRENGTH OF STEEL REINFORCEMENT: (00,000 P51 (R404.L3.3.7) GALVANIZED STEEL, 5TAINLE55 5TEEL, 51LICON BRONZE OR COPPER, STAPLE5 5HALL BE
<br />GONCRETE MIXIN9 & PELIVERY SHALL COMPLY WITH A5TM C 04 OR A5TM G (oer OF STAINLESS STEEL. ' /� ^
<br />MIN. REINFORCEMENT COVER: IF CAST AGAINST EARTH: 3 MIN COVER. IF CAST gSg % JF GA�RA6E / I
<br />AGAINST REMOVABLE FORMS: 1-1/2" FOR NO, r 15AR5 AND SMALLER, 2 FOR NO. (0 DRIP EDGE (IRC R0J00.2.8•r) A PRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF �'
<br />----
<br />BARS OR R.1.3
<br />LARGER. (403•�•3 & R404.1.3.3,7.4) ASPHALT SHINGLE ROOFS AND 5HALL EXTEND .2r INCHES BELOW SHEATHING AND 2° UP'y
<br />ROOF PECK
<br />FORMS 5HALL BE MADE OF AN APPROVED MATERIAL, FORMS SHALL BE P051TIONED
<br />VENTILATING SYSTEM USED: INTERMITTENT WHOLE HOUSE USING EXHAUST FANS (IMG
<br />ANP 5EGUREP 15EFORE PLACING CONCRETE AND 5HALL PROVIPE SUFFICIENT - 'ILI
<br />STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION 40!?.,94, CHAPTER 61-62 WAG) ,-
<br />(IRC R404.I,3.3•(0) -WHOLE HOUSE FAN 5HALL OPERATE INTERMITTENTLY AND CONTINUOUSLY ' I \ I
<br />AUTOMATIC 24-HR CLOCK SET TO OPERATE FRACTIONAL ON TIME IN 503.p.r�.l I a
<br />CONCRETE 5HALL BE CON50LIDATED BY SUITABLE MEANS DURING PLACEMENT AND -OUTDOOR AIR WILL BE DRAWN FROM AIR INLETS INSTALLED IN WINDOWS (4o3.pD•(o.l)
<br />_ SHALL BE WORKED AROUND EMBEDDED ITEMS AND REINFORCEMENT AND INTO CORNER
<br />FRACTIONAL OPERATION TIME (f) OF 24 HR TIMER TO BE SET BY MECHANICAL
<br />OF FORMS (IRC q o4.13.3.r) Q
<br />CONTRACTOR, 1*0 Of
<br />M FAN (II(o GFM @ ,2�iIN WO) WILL BE USED AND SET TO A 4-HOUR --�--- 'X� ,/ A t �ie(I Qli Sit�
<br />N GE EN ALL E HE LONGEST LENGTHS CYCLE. THE ON TIME MINUTES BA5ED ON TABLE 403.0•I AND A5HRAE (oZ14010: 1i Benchmark 15 Required
<br />ANP HORIZONTAL WALL REI FOR M T SH B T
<br />W E E LICES ARE NECESSARY IN REINFORCEMENT, THE LENGTH - 120 MINUTES PER 4-HR CYCLE IF RATE (00 (TABLE MIr07:3.3Ci))� f-:�i2 ' / '�.. '�► �r EXISTING r / Verify -proved Building; He,' -Lt _
<br />PRACTICAL.H R 5P �- O To Y �� N P
<br />SHALL BE IN ACCORDANCE WITH TABLE R&Oe.rvA(1) AND FIGURE R&Oe.r•4(l), THE - Irv& MINUTES PER 4-HR CYCLE IF RATE 7r (TABLE MIr07.3.3(I)), f=.(or DRIVEWAY ./ -" VIGINTIY MAP:
<br />MAXIMUM GAP BETWEEN NON -CONTACT PARALLEL 15AR5 AT A LAP SPLICE SHALL NOT 07 MINUTES PER 4-HR CYCLE IF RATE ,90 (TABLE MI007.3.3CI))) f=•78 ' J � �
<br />EXCEED THE SMALLER OF ONE -FIFTH THE REQUIRED LAP LENGTH AND O INCHES, - ZO MINUTES PER 4-HR CYCLE IF RATE IOr {TABLE MI507.3.3(I))5 f=.01 ! /
<br />tP BUILDING IS NOT
<br />FOR GRADE (00 STEEL 04 BAR (TABLE R(ooPj,r.4U)) i \ ;` T POSI I(}N
<br />ALL E 05 ED WITHIN FEET O THE ELECTRICAL PANEL / INDICATED � �D �S
<br />-LAP SPLICE LENGTH -TENSION 30 INCHES PERMANENT CERTIFICATESH B P T T 3 F F , APPROVED SI
<br />PEVELOPMENT LENGTH FOR STRAIGHT BAR = 23 INCHES OR ON THE PANEL ITSELF. THE CERTIFICATE SHALL BE COMPLETED BY THE 15UILPER OR i / A NEW SITE
<br />TE SUBMIT'
<br />pLAN
<br />-TENSION I$�'LN SSA
<br />O- EE W NO N PROFESSIONAL AND L15 E OLLOWING: INSULATION R-VALUES / °�` B UB I I -
<br />T�N510N DEVELOPMENT LENGTH FOR °JO DEGREE AND I p� DEGR WITH T REGISTERED DESIG PROF 551 T THE F j t Ei,';. i , r a • fi I
<br />IAMR,Ii�SP.E(.,'I ..
<br />0 00 AND UN ON LA COMPONENTS,DUCT INSULATION ' r' �� / -•'UNTIL
<br />WILL
<br />'
<br />LESS THAN 2.5 INCHES OF SIDE COVER PERPENDICULAR TO PLANE F H K FOR ALL BUILDING FRAMING AND FD DATI /5 B
<br />:IB M�.LtE ONTHIS PROJECT i •, �"...t.E«.„
<br />N INCHES O COVER ON THE U VALUES N O VALUES PE AND r / �/uCi UNTIL
<br />o o-DEGREE STANPARD HOOKS WITH NOT LESS THAN 2 I H F OUTSIDE CONDITIONEP AREAS, GLAZING A ESA D/ R 5HGG TY iZEVIS TiIL
<br />REVISED SITE PLAN IIAS,
<br />BAR EXTENSION BEYOND HOOK = of INCHES EFFICIENCY OF HEATING/COOLING SYSTEM ANP HEATING EQUIPMENT, PUCT LEAKAGE O BEEN APP
<br />ED BY
<br />Tye
<br />• FIE B
<br />- V L EN LENGTH OR AR WITH oJo-DEGREE AND I 0 DEGREE RESULTS W G o . ,
<br />TENSION DE E OPM T GTH F B 8 RATES INCLUDING TEST AND AIR LEAKAGE RE5 T5 ( 5E 4 13) BUILD'
<br />WORKS
<br />DEPTS.
<br />S ANPARP HOOK HAVING LESS COVER THAN REQUIRED ABOVE = IZ INCHES. / TS.
<br />T
<br />EXHAUST PUGT5: EXHAUST DUCTS 5HALL BE EQUIPPEP WITH BACK DRAFT PAMPERS, ALL
<br />XH T r
<br />LL E N ULA ED 0 A MINIMUM O R-4.
<br />DAMPPR00 ING IRG R40(o . EXHAUST DUCTS IN UNCONDITIONED SPACES SHA B 15 T T F
<br />F C )
<br />Pz
<br />AG
<br />FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS It Is owners responsjbft to
<br />and stajW=
<br />N 0 E NIS ED TESTING WSEC R 02. REQUIRED OR ALL BUILDINGS AND SHALL OCCUR ANYTIME
<br />BELOW GRADE 5HALL BE DAMPPRDOPED FROM THE TOP OF THE POOTI G T THE FI N T STI G ( 4 4 3 3) F � property lines,
<br />YIN ANY ONE 0 HE AFTER ROUGH -IN AND AFTER INSTALLATION OF PENETRATIONS OF THE 15UILPING
<br />GRADE. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING P T FT F
<br />MATERIALS 4oO,l & R40(o•2 ENVELOPE. ACCEPTABLE AIR LEAKAGE TO BE LESS THAN 6 AIR CHANGES PER HOUR
<br />T LIS ED T IN R
<br />WITH A BLOWER DOOR AT A PRESSURE OF .2 INCH W.G. (50 PASCALS)
<br />INFILTRATION CONTROL WSEG 402 J MH
<br />L N 0 : DUG 5 SHALL 15E LEAK TESTED IN ACCORDANCE WITH W5U
<br />I. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS ANP SEALING (WSEG R4 3 3 4) T Aftf tfUgseg t0
<br />N WALL ANEL• O ENING5 A - USING E MAXIMUM PUCT LEAKAGE RATES SPECIFIER �D r
<br />be d��i n
<br />FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEE WA P � P T R5 33 51 GTH � ZZ.44 Slid ftWlng prepared
<br />UTILITY HROUGH WALLS, FLOOR ANP RQOF5•ANP ALL OTHER -POST CONSTRUCTION & ROUGH -IN: TOTAL LEAKAGE TO BE LESS THAN OR EQUAL TO
<br />.PENETRATION OP TI ITY T FL � , A StSte IICenSed structural1 .
<br />E ENVELOPE SHALL BE SEALED, CAULKED AND GASKETED OR 4GFM PER IOo S.F. OF CONDITIONED FLOOR AREA AT O•I INCHES W.G. FOR ENTIRE SYSTEM,
<br />OPENING N TH UILDING I B
<br />a
<br />E EXTERIOR JOINTS AND SEAMS SHALL NGLUDIN AIR ANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR
<br />WEA HERSTRIPPED TO LIMIT AIR LEAKAGE OTHER XT I G H
<br />T
<br />BE 51MILAR LY TREATER APED OR COVERED WITH MOISTURE VAPOR PERMEABLE OTHERWISE 5EALEP DURING TEST. LEAKAGE TO OUTPOOR5 5HALL BE LESS THAN OR
<br />TR T OR T
<br />HOU5EWRAP EQUAL TO 4CFM PER 10o SQUARE FEET OF CONDITIONED FLOOR AREA ;
<br />Z• ALL EXTERIOR DOOR5 OR POOR5 SERVING AS ACCESS TO AN ENGLOSEP UNHEATED
<br />APPROVED
<br />AREA 5HALL BE WEATHERSTRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN DUCT INSULATION le INSTALLATION (WSEG R4rOe 3•(0
<br />PUGS SHALL BE INSULATED TO A MINIMUM R-p), EXCEPT IF LOCATED COMPLETELY WITHIN PUBLIC WORKS DEPARTMENT
<br />IN A CLOSED. POSITION T ,.'
<br />3• RECE55EP LIGHTING FIXTURES (4024.4), WHEN INSTALLED IN THE BUILDING ENVELOPE THE BUILDING THERMAL ENVELOPE.DUGTS SHALL BE IN5ULATED TO A MINIMUM R-Pj, `
<br />SHALL BE: EXCEPT IF LOCATED COMPLETELY ITHI TH WITHIN E B EUILDING THERMAL NVELOPE.BUILDING BY
<br />-TYPE IG RATEP AND CERTIFIED UNDER A5TM EZ" TO HAVE NO MORE THAN Z.O CFM AIR FRAMING CAVITIES SHALL NOT BE U5ED AS DUCT5 OR PLENUMS, INSTALLATION OF DATE g 15 a -' r
<br />MOVEMENT PUGT5 IN EXTERIOR WALL5, FLOORS OR GEILIN05 SHALL NOT DISPLACE REQUIRED CITY OF EVERETT REVIEWED FOR PERMIT
<br />HE LIGHTING FIXTURE SHALL $E TESTED AT 7(o PASCALS OR 15W LB,;/SF PRESSURE ENVELOPE INSULATION,
<br />FOR 51: 1 FOOT = 304.8 MM, GI = CONTINUOUS INSULATION, INT = INTERMEDIATE FRAMING. ,
<br />a, R-VALUES ARE MINIMUMS, 0-FACTOR5 AND•5HGC ARE MAXIMUMS. WHEN.IN5ULATION 15 IN5TALLED IN A CAVITY WHICH 15 LE55
<br />THAN THE LABEL OR DE510N THICKNE55 OF THE INSULATION, THE GOMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX i i ---
<br />TABLE A101.4 SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED IN THE TABLE,
<br />b. THE FENE5TRATION U-FACTOR COLUMN EXCLUDES 5KYLICHT5-
<br />1. ,
<br />°10/Iri/7I +OTB" MEANS R-10 GONTINUOU5 IN5ULATION ON THE EXTERIOR OF THE WALL, OR R-10 CONTINUOU5 INSULATION ON
<br />THE INTERIOR OF THE WALL, OR R-ZI CAVITY IN5ULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL ,
<br />AT THE INTERIOR OF THE BASEMENT WALL. '10115/ZI +OTB° 5HALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE
<br />INTERIOR OF THE BASEMENT WALL PLUS R--6 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL, °5T5" MEANS
<br />_T
<br />DIFFERENCE ANP LABELED SHOWING COMPLIANCE
<br />-SHALLB INSTALLER T E N ALLER WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR
<br />THESE C h4j�4H:
<br />LEAKAGE : I w,' . -.N
<br />AP t� "� ,OR THE 188LIANCE ®F
<br />VAPOR BARRIERS/GROUND COVERS:
<br />EROSION CONTROL:
<br />UBLI55C VVORKS,MECHANICAL, FIRE
<br />SU. ES t a
<br />ELECTRICAL
<br />CLASS I (SHEET POLYETHYLENE, UNPERFORATED ALUMINUM POIL) OR CLASS II
<br />JOINTS IN FILTER FABRIC SHALL BE 5PLICED AT
<br />Z"x2" BY 14 Ga. WIRE OR
<br />APPROVED
<br />���.,a�, OR
<br />PLUMBING PRMfTS,
<br />(KRAFT-FACED FI15ERGLAS5 BATTS) VAPOR RETARDER5 ARE REQUIRED ON THE INTERIOR
<br />POSTS. USE STAPLES, WIRE RINGS, OR
<br />/
<br />EQUIVALENT, IF STANDARD
<br />Office of Community, Planning & Economic Development
<br />SIDE OF FRAMED WALLS (R702.2)
<br />EQUIVALENT TO ATTACH FABRIC TO POST5
<br />STRENGTH FABRIC USED
<br />PLANNING DEPARTMENT
<br />CLA55 Ill VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLAPPING
<br />_
<br />OVER WOOD STRUCTURAL PANELS, FIBERBOARD, OR GYPSUM, OR CONTINUOUS INSULATION
<br />A RIG -
<br />F B
<br />TE: D �"
<br />AME �_,..®_ DATE
<br />N (Az
<br />AdditionalFILTER �Ct'i3�$ ✓�� Required
<br />WITH R-VALUE >= 2,5 OVER Zx4 WALLS OR R-VALUE )=3.70 OVER Zx(o WALLS. (R702.7.1)
<br />g
<br />For This � a��Ct To Include:
<br />:
<br />VAPOR RE ARDER UNDER SLAB Rr0(o.2.3 : (0 MIL POLYETHYLENE OR APPROVED VAPOR
<br />P T C )
<br />N
<br />RETARDER WITH JOINTS LAPPED NOT LESS THAN (o" SHALL BE PLACEP BETWEEN THE
<br />PlumbingprII1kl@i
<br />CONCRETE FLOOR SLAB AND THE 15A515 COURSE OR THE PREPARED 5U6GRADE WHERE
<br />NO BASE COURSE EXISTS. EXCEPT AT GARAGES, UTILITY 15UILDING5 ANP OTHER
<br />_
<br />111 1I -1 -1 -1I1== _- III-1I 1-11I-11I-
<br />Ill itll_
<br />Mechanical Fire Alarm
<br />UNHEATED ACCESSORY STRUCTURES.
<br />_-=
<br />I ICI I ICI I I-1 I I-IIIIII-1 I I ,III; III III-1 I I-1 I Ii i ICI I I I � �_� � � 1 1
<br />I_1
<br />Electrical
<br />GROUND COVER (R40e.i): (o MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE
<br />(o' MAX.
<br />LAID OVER THE GROUNP WITHIN CRAWL SPACES AND SHALL BE OVERLAPPEP IZ MINIMUM
<br />AT THE JO1NT5 AND SHALL EXTEND TO THE FOUNDATION WALL
<br />MINIMUM
<br />/
<br />4"4' TRENCH N
<br />AREA CALCULATION
<br />LEVEL/ROOM
<br />EXIST
<br />NEW
<br />TOTAL
<br />MAIN FLOOR (5•ff)
<br />il72
<br />e,00
<br />Ir62
<br />UPPER FLOOR (S•F•)
<br />408
<br />0
<br />408
<br />NEW TOTAL (SQ.FT):
<br />Ir80
<br />300
<br />11970
<br />GARAGE:
<br />2694
<br />0
<br />Z(04
<br />DECK:
<br />0
<br />137
<br />137
<br />LL
<br />W
<br />O
<br />V
<br />JOR
<br />21-0
<br />DATE,
<br />07-7-6,40ZI
<br />u / BACKFILL TRENCH WITH 0 -I -ZOZI J 3
<br />NA IVE 501L OR 4 - I.,
<br />E ENER Y CODE: P05T SPACING MAY BE � T 3/
<br />2019 WA5HINGTON -TAT G INCREASED TO 8, IF WIRE WASHED .GRAVEL
<br />ENERGY CREDIT5 (12E575) REQUIRED: SEE ATTACHED FORMS AND BELOW:
<br />/
<br />ADDITIONS WITH SF < r00 SF = Lr CREDIT REQUIRED RACKING 15 USEP 2 „
<br />x4 WOOD P05T5, STEEL FENCE
<br />SMALL DWELLING UNIT: DWELLING UNITS WITH 5F < Lr00 5F = 3.0 CREDITS REQUIRED POSTS, RE15AR,-0R EQUIVALENT
<br />00O = O E NOTE: FILTER FABRIC FENCES
<br />MEDIUM DWELLING UNIT: DWELLING UNITS WITH 5F OF I,r00 < S.F. < 0, (o GR PITS
<br />SHALL BE INSTALLED ALONG
<br />REQUIRED � SILT FE N C E
<br />LARGE DWELLIN UNIT: DWELLIN UNITS WITH 5F i r,000 5F = 7.0 CREDIT5 REQUIRED )r, CONTOUR WHENEVER
<br />P0551PLE
<br />NET TO SCALE
<br />UEVERETT
<br />IE,V`��i.: D FOR PERMIT SHEET 0
<br />✓tale: I = 10
<br />0� 10' 20 40
<br />COPYRIGHT O J3 ARCHITECTS LLC
<br />
|