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THESE DRAWINGS ARE THE PROPERTY OF H2O, LLC. ANY REPRODUCTIONS MUST DE AUTHORIZED DY THE ARCHITECT AND MUST DEAR THE NAME OF THE ARCHITECT. O COPYRIGHT
<br />2021 5Y H2O, LLC, THESE DRAWINGS ARE PROTECTED DY FEDERAL AND STATE COPYRIGHT LAWS.
<br />1. CODES/REGULATIONS:
<br />-CONSTRUCTION TO CONFORM TO THE 2015 INTERNATiONAL RESIDENTIAL CODE (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE RESIDENTIAL
<br />ENERGY CODE AND VARIOUS CODES IMPOSED DY LOCAL AUTHORITIES.
<br />-A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLICABLE.
<br />-A COPY OF THE APPROVED PERMIT PLANS MUST DE ON THE JOB SiTE DURING CONSTRUCTION.
<br />2. CONTRACTOR'S RESPONSIBILITY:
<br />-PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEM13EP SIZES.
<br />-DO NOT SCALE CONTRACT DOCUMENTS.
<br />-iF ANY DISCREPANCIES iN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT iS TO DE NOTIFIED IMMEDIATELY.
<br />-ALL CHANGES MADE 5Y THE CONTRACTOR SHALL DE SUDMiTTED iN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
<br />-THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTiONS, ACTS OR
<br />OMISSIONS OR PERFORMANCE OF THE CONTRACTOR.
<br />-CONTRACTOR SHALL DE RESPONSISLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE DUILDING, ITS COMPONENT EQUIPMENT, AND PARTS.
<br />-ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL DE SUPERVISED BY THE SUPPLIER DURING
<br />MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION iN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUFFLER.
<br />-ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED 5Y THE EPA AND THE STATE OF WASHiNGTON.
<br />-ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL DE REMOVED FROM THE PREMISES AND DISPOSED OF DY THE CONTRACTOR. THE PREMISES SHALL DE LEFT
<br />CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER.
<br />-CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RESPON5151LiTY
<br />OF THE CONTRACTOR.
<br />-FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LIMIT, THE CONTRACTOR SHALL DE RE5PON5iBLE FOR COORDINATING WiTH THE SURVEYOR TO
<br />VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 DEiNG DUILT TO VERIFY ANY ELEVATION D15CRFANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD DE VERIFIED FOR
<br />EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUDFLOOR, TOP PLATE AND RiDG-E ELEVATIONS SHOULD DE VERIFIED
<br />DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br />3. WiL
<br />-FOUNDATION DESIGN 15 DASED ON AN ASSUMED AVERAGE SOiL DEARiNG OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL DE CAST ON UNDI5TURDED FiRM
<br />NATURAL SOiL OR COMPACTED 501L OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION
<br />SHALL DE FREE OF LOOSE SOILS, DEDRiS, AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO RESPONSIBILITY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED
<br />BY OTHERS.
<br />. ATTIC REQUIREMENTS:
<br />-APPLY ROOFING iN ACCORDANCE WiTH IRC CHAPTER 9. PROVIDE ATTIC VENTILATION AS INDICATED ON DRAWINGS AND A5 OUTLINED iN 1RC SEC R806.
<br />-THE NET FREE VENTILATING AREA SHALL DE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY 5E 1/300 PROVIDED AT LEAST 50
<br />PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED DY VENTILATION LOCATED iN THE UPPER PORTION ION OF THE SPACE TO DE VENTILATED AT LEAST 3 FEET ABOVE SAVE OF
<br />CORNICE VENTS WiTH THE DALANCE OF THE REQUIRED VENTILATION PROVIDED DY EAVE OR CORNICE VENTS. (iRC SEC R806).
<br />-ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNODSTRUCTED, READILY ACCESSi13LE OPENING, iRC SEC R807. ACCESS DOORS SHALL DE WEATHERSTRiFFED
<br />AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
<br />1N ROOMS NOT PROVIDED WiTH AN OPERABLE WiNDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AiR CHANGES PER HOUR SHALL DE
<br />PROVIDED.
<br />-VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE.
<br />. VENTILATION:
<br />-VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND iMC SECTION 501.3.
<br />-INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE.
<br />-KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER IRG M1503.4.
<br />6. GE IG:
<br />-TO DE iN COMPLIANCE WiTH iRG SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED 1N iRG SEC R308.
<br />-GLAZING iN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS iN DOORS, GLAZING WITHIN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR,
<br />SHOWER DOORS AND TUD ENCLOSURES SHALL BE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC.
<br />-SLIDING GLASS DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS.
<br />-SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR 5HATTER RESISTANT PLASTIC.
<br />-GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" iN LEAST DiMEN51ON SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS.
<br />-ALL EXTERIOR WALL GLAZING SHALL DE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE.
<br />-EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL DE 24", MiNiMUM NET
<br />CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. iRC SEC R310.
<br />7. ENERGY-
<br />-ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO IRG REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS
<br />BEFORE PROCEEDING WITH WORK.
<br />-APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHINGTON THERMAL INSULATION STANDARDS.
<br />-BUILDING AIR LEAKAGE TESTING, PER SEC 502.4.5,15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL DE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE
<br />CERTIFICATE.
<br />-EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMABLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 503.8.1.
<br />-A SIGNED AFFADAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL DE PROVIDED TO THE DUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION.
<br />-DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE DUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION.
<br />-MiNiMUM 75% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL DE HiGH EFFICACY LAMPS PER SEC 404.1.
<br />-WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL DE CAPABLE OF CONTROLLING THE HEATING AND
<br />COOLING SYSTEM ON A DAiLY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL ALLOW FO, AT A MINIMUM,
<br />A 5-2 PROGRAMMABLE SCHEDULE (WEEKDAYS/WEEKENDS) AND BE CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE SETi3ACKS PER DAY.
<br />. STAIRS-
<br />-MINIMUM HEADROOM 6-8'; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4"
<br />-HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 FISERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ABOVE TREAD NOSING. OPEN SIDES OF STAIRS MORE THAN 30"
<br />ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO BE 1 1/4"-2" GROSS SECTIONAL DIMENSION AND 11/2" AWAY FROM WALL.
<br />-GUARDRAIL: SHALL DE MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE DELOW. RAILINGS SHALL DE 5PACED TO NOT ALLOW THE PASSAGE OF A 4"
<br />SPHERE PER iRC 312.1.
<br />-INSTALL FiRE DLOCKiNG AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER.
<br />-COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLDOARD.
<br />9. INSULATION:
<br />-INSULATION TO MEET THE CURRENT WASHINGTON STATE ENERGY CODE REQ'T5 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE TABLE ON SHEET
<br />01.
<br />-EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNIN5ULATED, OR WITH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR
<br />DETERIORATED) SHALL BE FILLED WiTH R-15 INSULATION AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2..
<br />-WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION. BELOW GRADE WALLS TO DE INSULATED WITH MINIMUM R-21 INSULATION, ALLOW FOR THERMAL DREAK DE T WEEN FLOOR
<br />SLAD AND BASEMENT WALL UNLESS NOTED OTHERWISE.
<br />-ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 N.D. DATT AT VAULTED AREAS UNLESS NOTED OTHERWISE
<br />-ROOF: ALLOW FOR A MiNiMUM 1" CLEAR DE T WEEN TOP OF INSULATION AND DOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE.
<br />-VENTING i5 REQUIRED iN EACH J015T SPACE. WHERE CONTINUOUS VENTING WiTH A J015T SPACE 15 INTERRUPTED DY A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP), PROVIDE (2)1
<br />1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOP, CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLESS NOTED OTHERWISE.
<br />-FLOORS: INSULATED WiTH R-30 DATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE
<br />-SLAB-ON-GRADE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL DREAK DETWEEN SLAD AND FOOTING AND RUN FROM THE TOP OF THE
<br />SLAD TO THE DOTTOM OF THE FOOTING. INSULATION MAY DE INTERRUPTED FOR 6" EVERY 2-0" TO ALLOW FOP, DOWELING TO TiE SLAD AND FOOTING TOGETHER. UNLESS NOTED
<br />OTHERWISE.
<br />10. GA GE EPA T IQN:
<br />-REQUiRES 1/2" GWD ON THE GARAGE SiDE. 5/8" TYPE'X' GWD WHERE THERE 15 LIViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND BEAMS USE 1/2" GWD PER iRC R302.6
<br />-OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMD-GORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MiNUTE FiRE RATING.
<br />DOORS SHALL DE EQUIPPED WiTH A SELF -CLOSING DEVICE PER IRG R302.5.1.
<br />11. VAPOR BARRIERS:
<br />-AN APPROVED VAPOR DARRiER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, DELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE DIRECTLY
<br />INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR DARRiER MAY DE A COMPONENT OF THE INSULATION MATERIAL.
<br />APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS.
<br />12. FIRE SAFETY:
<br />-SMOKE ALARMS/DETECTORS (S.R): SMOKE ALARMS/DETECTORS SHALL DE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN OTHER
<br />LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER iRG.
<br />CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CAR50N MONOXIDE ALARM INSTALLED OUT 51PE OF EACH SLEEPING AREA iN DWELLING UNITS AND iN EACH LEVEL
<br />iN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS PER iRC315. SiNGLE STATION CARBON MONOXIDE ALARMS SHALL DE LISTED AS COMPLYING WiTH UL2034 AND SHALL
<br />DE INSTALLED iN ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />-CARBON MONOXIDE DETECTION SYSTEMS PER 1RC 315.2 THAT INCLUDE GARDON MONOXIDE DETECTORS AND AUPIDLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED IN
<br />ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL DE PERMITTED. THE CARBON MONOXIDE DETECTORS SHALL DE LISTED AS COMPLYING
<br />WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, IT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY.
<br />13. CERTIFICATE & TESTING
<br />- A PERMANENT CERTIFICATE SHALL DE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTR1DUTiON PANEL DY THE DUiLDER OR REGISTERED DESIGN
<br />PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED DY THE DUiLDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR ODSTRUCT THE VISi51LITY OF THE
<br />CIRCUIT DIRECTORY LADEL, SERVICE DISCONNECT LADEL, OR OTHER REQUIRED LADELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON
<br />CEILING/ROOF WALLS, FOUNDATION (SLAD, DELOW-GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTOR5 FOR FENESTRATION AND THE RESULTS
<br />FROM ANY REQUIRED DUCT SYSTEM AND DUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE
<br />CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiFICATE SHALL LIST THE TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING
<br />EQUPPMEN I .
<br />PROJECT OWNER:
<br />PERRY & KATHY GRANT
<br />522123RD AVE W
<br />EVERETT WA 98203
<br />Permit#: R21-05-019
<br />Site Address: 522123RD AVE
<br />Owner: GRANT PERKY & KATHY
<br />Tenant: [l enNarnel
<br />App. Date: 5/10/2021
<br />Proposed Use: RESIDENTIAL ALTERATIONS
<br />Description: DECK ADDITION AND OUTDOOR COVERED
<br />AREA AT NEW DECK
<br />1 r
<br />Reviewed BY' - D 0 / �( '.
<br />,�
<br />PROJECT ARCHITECT:
<br />.
<br />HEiD1 HELGESON
<br />K,
<br />ate`
<br />Li i
<br />PROJECT DESIGNERS:
<br />LAUREN GROTH & LiSA MONTALVO Office Set
<br />Jab Site Set
<br />Fire/Planning
<br />&
<br />H2O ARCHITECTURE + DESIGN
<br />23020 EDMONDS WAY, #113
<br />EDMONDS, WA 98020
<br />STRUCTURAL ENGINEER:
<br />DENNiS T iTUS, PE, SE
<br />GG ENGINEERING
<br />250 4TH AVE 5, STE 200
<br />EDMONDS, WA 98020
<br />425.778.8500
<br />PROJECT DESCRIPTION:
<br />DECK ADDITION AND OUTDOOR COVERED AREA
<br />PROJECT APPRE55:
<br />5221 23RD AVE W
<br />TAX LOT NUMDER:
<br />00734800002300
<br />LEGAL DESCRIPTION:
<br />KENiLWORTH HILLS NO.5 BLK 000 D-00 - ALL TH PTN LOTS
<br />UJ
<br />23 & 24 SD PLAT LY 5 FDL;COM NE COR LOT 23 TH N29*30
<br />22W ALG E LN LOT 24 5D PLAT 20FT TO TP5 HEREIN DESC
<br />LN TH 584*28 46W 170.91FT TAP ON WLY LN LOT 23 51) PT
<br />BEING ON CRV RAP PTDEARS 573*14 01W 175FT 5D PT ALSO
<br />LiES 4.12FT SELY FR NW GOP, LOT 23 AS MEAS ALG ARC 51)
<br />CRV SD PT ALSO DE1NG TERM PT OF HEREIN DESC LN PER
<br />DLA 1474 3-95 REC AF NO 9510300642
<br />LAND USE CODE COMPLIANCE T TI TI
<br />UJ
<br />ZONE:
<br />R-5
<br />LOT COVERAGE:
<br />LO T AREA: 25,700.4 SF (0.59 ACRES)
<br />EXISTING HOUSE: 3,799.8 5F
<br />EXISTING UNCOVERED DECK 01 180 SF
<br />EXISTING UNCOVERED DECK & STAIRS 02 (DEMO) (303.3 SF)
<br />NEW COVERED DECK: 616 SF
<br />NEW UNCOVERED & STAIRS DECK: 1517 5F
<br />EXi5TiNG & PROPOSED LOT COVERAGE: 6112.8 5F
<br />ALLOWED LOT COVERAGE: 25,700.4 SF X 35% 8995.1 SF OK
<br />REQ'D SET13ACKS:
<br />FRONT: 20'
<br />REAR SETBACK: 20'
<br />SiDE SETBACK: 5'
<br />PARKING:
<br />3 EXISTING GARAGE PARKING SPACES TO REMAIN
<br />DUILDING HEIGHT
<br />DUILDING HEIGHT LIMiT = 30'
<br />INFORMATION:
<br />REFER TO SHEET A2.0 AND A2.1 FOP, DETAILED
<br />�nchma � s Required On I.
<br />c, V-.r1fy Approved Building
<br />If" BUILDING IS NOT POSITIONED
<br />INDICATED, ON APPROVED SITE PLAN,
<br />A NEW SITE PLAN SHALL DE UBMX '
<br />APPROVEDICE MADE ON THIS PROJECT UNTIL THE
<br />ice of Community, Planning & Economic Development REVISED SITE PLAN HAS,) P.RO
<br />Vg
<br />PLANNING DEPARTMENT ED - R
<br />YS
<br />DATE: J0_121UW4
<br />I
<br />Additional Permits Are Required
<br />For This Project To Include:
<br />Plumbing Sprinkler
<br />Mechanical Fire Alarm
<br />I Electrical
<br />PROPANE TANKS, HEAT PUMPS ARID
<br />OTHER EQUIPMENT OR APPURTENANCES
<br />MAY NOT BE LOCATED iN THE FRONT
<br />AND SIDE SETBACKS. PROPANE TANKS
<br />REQUIRE ADDITIONAL PERMITS ISSUED
<br />BY THE EVERETT FiRE DEPARTMENT
<br />PRIOR TO INSTALLATION.
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE iSSiJANCE OF
<br />PUBLIC WORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ftt�OTRICAL OR
<br />PLUMING PERMITS.
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMI-F
<br />HEIGHT INFORMATION
<br />CREDIT
<br />ENERGY INFORMATION
<br />NOT REQUIRED - NO NEW CONDITIONED SPACE PROPOSED
<br />PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES
<br />LOCATION
<br />R-VALUE
<br />U-FACTOR
<br />FENESTRATION U-FACTOR
<br />N/A
<br />0.30/0.28
<br />SKYLIGHT U-FACTOR
<br />N/A
<br />0.50
<br />GLAZED FENESTRATION SHGC
<br />N/A
<br />N/A
<br />CEILING
<br />49
<br />0.026
<br />WOOD FRAME WALL
<br />211NT
<br />OD56
<br />MA55 WALL R-VALUE
<br />21/21
<br />0.056
<br />FLOOR
<br />30/38
<br />0.029
<br />BELOW GRADE WALL
<br />10/15/21 iNT + TD
<br />0.042
<br />SLAB R-VALUE AND DEPTH
<br />10, 2 FT -
<br />N/A
<br />01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS
<br />02 SiTE PLAN
<br />A1.0 LOWER FLOOR DEMOLITION PLAN
<br />A1.1 MAiN FLOOR DEMOLITION PLAN
<br />A1.2 LOWER FLOOR PLAN
<br />A1.3 MAiN FLOOR PLAN
<br />A1.4 ROOF PLAN
<br />A1.5 WINDOW AND DOOR SCHEDULES
<br />A2.0 EXTERIOR ELEVATIONS
<br />A3.0 DUILDING SECTIONS
<br />A4.0 WALL SECTION AND DETAILS
<br />A4:1 TYP. DETAILS
<br />51.1 STRUCTURAL NOTES
<br />51.2 STRUCTURAL SCHEDULES
<br />52.1 FOUNDATiONPLAN
<br />52.2 ROOF FRAMING PLAN
<br />53.1 DECK FRAMING DETAILS
<br />54.1 WOOD FRAMING DETAILS
<br />55.1 ROOF FRAMING DETAILS
<br />/7.77
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<br />19716 REGISTERED
<br />ARCHITECT
<br />HEIDI MICHELLE HELGE50N
<br />STATE OF VI�A�LIIPlGi0B
<br />ARCHiTECTU R E
<br />D E 9 I G N
<br />23020 11 ,i '
<br />e 98020
<br />rn
<br />DATE: 5/5/2021
<br />PERMIT SET
<br />PROJECT INFORMATION,
<br />VICINITY MAP, GENERAL
<br />NOTES, AS -BUILT PLANS
<br />AS BUILT - MAIN FLOOR AS BUILT - PARTIAL LOWER FLOOR
<br />SCALE:1/8" = 1'-0"
<br />SCALE:1/8' = 1'-0"
<br />
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