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THESE DRAWINGS ARE THE PROPERTY OF H2P, LLC. ANY REPRODUCTIONS MUST 5E AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT. © COPYRIGHT
<br />2021 BY H2P, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS.
<br />1. CGC ESTRE U TIONS:
<br />-CONSTRUCTION TO CONFORM TO THE 2015 INTERNATiONAL RESIDENTIAL CODE (IRC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHINGTON STATE RESIDENTIAL
<br />ENERGY CODE AND VARIOUS CODES IMPOSED PY LOCAL AUTHORITIES.
<br />-A SEPARATE PERMIT MAY 13E REQUIRED FOR PLUM5ING, ELECTRICAL, AND/OR MECHANICAL WORK A5 AFFLiCABLE.
<br />-A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOD SiTE DURING CONSTRUCTION.
<br />2. CONTRACTOR'S RESPONSI ILITY:
<br />-PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES.
<br />-PO NOT SCALE CONTRACT DOCUMENTS.
<br />-iF ANY DISCREPANCIES 1N THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO 13E NOTIFIED IMMEDIATELY.
<br />-ALL CHANGES MADE BY THE CONTRACTOR SHALL BE SU5MITTED 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 KE51PON5113LE FOR CONSTRUCTION MEANS AND METHOP5, SAFETY PRECAUTIONS, ACTS OR
<br />OMISSIONS OR PERFORMANCE OF THE CONTRACTOR.
<br />-CONTRACTOR SHALL BE RESPON515LE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE 5UILDING, iTS COMPONENT EQUIPMENT, AND PARTS.
<br />-ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO 5E COMP05EP OF COMPONENTS TO BE FIELD ERECTED SHALL 13E SUPERVISED 5Y THE SUPPLIER DURING
<br />MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED BY THE SUPPLER.
<br />-ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUiREMENTS AS DEFINED BY THE EPA AND THE STATE OF WASHiNGTON.
<br />-ALL WASTE AND REFUSE CAUSED IN CONNECTION WiTH THE WORK SHALL BE REMOVED FROM THE PREMISES AND P[SPOSED OF BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT
<br />CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER.
<br />-CONTRACTOR SHALL DE51GN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL BE THE RE5FON5151LITY
<br />OF THE CONTRACTOR.
<br />-FOR ALL NEW CONSTRUCTION OR ADPITION5 DESIGNED WiTHiN 1'-O" OF THE HEIGHT LIMIT, THE CONTRACTOR SHALL BE RE5FON5113LE FOR COORDINATING WiTH THE SURVEYOR TO
<br />VERIFY THE ELEVATION OF THE STRUCTURE AS IT 1S BEING BUILT TO VERIFY ANY ELEVATION PISCKFANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS SHOULD BE VERIFIED FOR
<br />EACH FLOOR LEVEL PRIOR TO PROCEEDING WITH THE NEXT FLOOR OF FRAMING. TOP OF FOUNDATION; TOP OF SUSFLOOR, TOP PLATE AND RIDGE ELEVATIONS SHOULD 5E VERIFIED
<br />DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION.
<br />3, I :
<br />-FOUNDATION DESIGN 15 BASED ON AN A55UMEP AVERAGE 501L BEARING OF 2,000 P5F OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL BE CAST ON UNDi5TUR5ED FIRM
<br />NATURAL 501L OR COMPACTED SOIL OF 2,000 PSF SEARING CAPACITY AT LEAST 1'-6" BELOW LOWEST ADJACENT GRAPE, AND FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION
<br />SHALL 5E FREE OF LOOSE SOILS, PEBRi5, AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO RE5PON5151L1TY iN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED
<br />BY OTHERS.
<br />4. ATTI RE 2 RETIE TS:
<br />-APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTIC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED iN iRC 5EC R806.
<br />-THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/500 PROVIDED AT LEAST 50
<br />PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF
<br />CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (iRC SEC R806).
<br />-ATTIC ACCESS: MINIMUM 22" x 30" WiTH MINIMUM 30" HEADROOM, UN055TRUCTED, READILY ACCE5S5LE OPENING. iRC 5EC R807. ACCESS DOORS SHALL BE WEATHEKSTRiPPED
<br />AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
<br />-iN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 52. FT. OR GREATER, A MECHANICAL VENITiLATiON SYSTEM CAFA5LE OF PROVIDING 5 AIR CHANGE5 PER HOUR SHALL BE
<br />PROVIDED.
<br />-VENT DRYER, BATH FANS, AND RANGES/OVEN5 TO THE OUT5IPE.
<br />�. �ENTILATIGN:
<br />-VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE 5U1LD1NG PER IRC SECTION M1502.3 AND IMC SECTION 501.3.
<br />-INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE
<br />-KiTCHIEN RANGE HOOPS: RANGE HOOPS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UF AIR PER iRC M1503.4.
<br />6. GLAZING:
<br />-TO 5E iN COMPLIANCE WiTH iRC 5EC R308 AND WASHiNGTON STATE SAFETY GLA55 LAW, EXCEPTIONS ARE AS OUTLINED iN IRC 5EC R30&
<br />-GLAZING iN LOCATIONS SUPJECT TO HUMAN IMPACT SUCH A5 GLASS IN DOOR5, GLAZING WITHIN 24" ON EITHER 51DE OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR,
<br />5N000
<br />E RESISTANT SHOWER DOORS AND TUB ENCLOSURES SHALL 5E WIRE REINFORCED, TEMPERED GLA55, LAMINATED SAFETY GLASS OR SHATTER R S S TANT PLASTIC.
<br />-SLIDiNG GLASS DOORS TO BE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS.
<br />-5HOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLA55 OR SHATTER FIE51STANIT PLASTIC.
<br />-GLAZING WITHIN 18" OF FLOOR AND GREATER THAN 15" IN LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS.
<br />-ALL EXTERIOR WALL GLAZING SHALL BE POUBLE 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 SQ. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL SE 24", MiNiMUM NET
<br />CLEAR OPENING WIDTH OF 20" AND A FiN15HED SILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. IRC 5EC R310.
<br />7. ENERGY:
<br />-ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO IRC 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 13ARKIER5 SHALL COMPLY WiTH STATE OF WASHINGTON THERMAL INSULATION STANDARDS.
<br />-13UILDING AIR LEAKAGE TESTING, PER 5EC 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 5EC 503.8.1.
<br />-A SIGNED AFFAPAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING iN5PECTOR PRIOR TO AN APPROVED FINAL INSPECTION.
<br />-DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION.
<br />-MINIMUM 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS FER SEC 404.1.
<br />-WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND
<br />COOLING 5Y5TEM 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 SETBACKS PER DAY.
<br />8. STAIRS:
<br />-MiNiMUM HEADROOM 6'-8"; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4"
<br />-HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RiSERS PER iRC 311.7.8. MINIMUM 34" AND MAXIMUM 35" ABOVE TREAD NOSING. OPEN 51DE5 OF STAIRS MORE THAN 30"
<br />ABOVE ADJACENT FLOOR SHALL HAVE HANDRAILS AND GUARDRAILS. HANDRAIL TO 5E 1 1/4"-2" CROSS SECTIONAL PIYIEN51ON AND 1 1/2" AWAY FROM WALL.
<br />-GUARDRAIL: SHALL BE MiN 56'' 1N HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. RAILINGS SHALL BE 5PACED TO NOT ALLOW THE PASSAGE OF A 4"
<br />SPHERE PER IRC 312.1.
<br />-INSTALL FIRE BLOCKING AT WIP-STRINGER SPAN AND AT WALL ALIGN STRINGER.
<br />-COVER WALLS AND SOFFITS OF USA5LE SPACE UNDER STAIR WiTH 5/5" TYPE "X" GYPSUM WALLBOARD.
<br />9. NSU TION.-
<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 UNINSULATED, OR WITH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED, OR
<br />DETERIORATED) SHALL BE FILLED WiTH R-151N5ULATION AT 2X4 FRAMiNiG AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEFTiON 2..
<br />-WALLS TO SE INSULATED WIT H MiNiMUM R-21 INSULATION. BELOW GRAPE WALLS TO BE INSULATED WiTH MiNiMUM K-21 INSULATION, ALLOW FOR THERMAL BREAK BETWEEN FLOOR
<br />SLAB AND BASEMENT WALL UNLESS NOTED OTHERWISE.
<br />-ROOF AND CEILING INSULATED WiTH R-49 BLOWN -IN AT FLAT CEILINGS AND R-38 H.D. GATT AT VAULTED AREAS UNLESS NOTED OTHERWISE.
<br />-ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING UNLE55 NOTED OTHERWISE.
<br />-VENTING 15 REQUIRED iN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WiTH A J015T SPACE 15 INTERRUPTED 5Y A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HIP), FROViPE (2) 1
<br />1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT JOIST SPACE UNLE55 NOTED OTHERWISE.
<br />-FLOOR5: iN5ULATED WiTH K-30 GATT INSULATION OVER UNHEATED SPACE UNLE55 NOTED OTHERWISE.
<br />-5LA5-ON-GRAPE: PROVIDE EXTRUDED RiGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL 5REAK 5ETWEEN SLAB AND FOOTING AND RUN FROivI THE TOP OF THE
<br />SLA5 TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAB AND FOOTING TOGETHER. UNLESS NOTED
<br />OTHERWISE.
<br />10. RAGE SERA TI01 :
<br />-REQUIRES 1/2" GWB ON THE GARAGE 51PE. 5/8" TYPE'X' GWB WHERE THERE 15 LiViNG SPACE ABOVE. 5UFFORTiNG COLUMNS, WALLS AND 13EAM5 USE 1/2" GWB PER IRC R302.6
<br />-OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMS-CORE STEEL DOOR NOT LESS THAN 1-3/5" THICK, OR 20-MiNUTE FIRE RATING.
<br />DOORS SHALL BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER IRC R302.5.1.
<br />11, VAPOR EARR11ERS:
<br />-AN APPROVED VAPOR BARRIER SHALL BE iN5TALLEP AT EXTERIOR WALLS AND AT ALL ROOF DECK5, BELOW ENCLOSED J015T SPACES WHERE CEILING FINISHES ARE DIRECTLY
<br />INSTALLED TO J015T5, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. TH15 VAPOR 5ARRiER MAY 5E A COMPONENT OF THE INSULATION MATERIAL.
<br />APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION 5TANDARD5.
<br />12. EIRE SAFETY-
<br />-SMOKE ALARMS/PETECTORS (S.D.): SMOKKE ALARMS/DETECTORS SHALL BE INSTALLED 1N ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER
<br />LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER IRC.
<br />-CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CARBON MONOXIDE ALARM INSTALLEP OUTSIDE OF EACH 5LEEFING AREA iN DWELLING UNITS AND iN EACH LEVEL
<br />1N ACCORPANCE WiTH THE MANUFACTURER'S KEQUIREMENIT5 PER IRC315. SiNGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED A5 COMPLYING WITH UL2034 AND SHALL
<br />BE INSTALLED iN ACCORDANCE WiTH THIS CODE, NFPA 720-2012 AND THE MANUFACTURER5 INSTALLATION INSTRUCTIONS.
<br />-CARBON MONOXIDE DETECTION SYSTEMS PER IRC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND MAINTAINED iN
<br />ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXiPE ALARMS AND Ni 720-2012, SHALL 5E FEKMiTTED. THE CARBON MONOXIDE PETECTOR5 SHALL BE LISTED A5 COMPLYING
<br />WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLEP, iT SHALL BECOME A PERMANENT FIXTURE OF THE OCCUPANCY.
<br />13, CERTIFICATE & TESTING
<br />- A PERMANENT CERTIFICATE SHALL 5E COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTRiBUT10N PANEL 5Y THE BUILDER OR REGISTERED DESIGN
<br />PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR 055TRUCT THE V151B1LITY OF THE
<br />CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL L15T THE PREDOMINANT R-VALUES OF INSULATION INSTALLED iN OR ON
<br />CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONPiTiONEP SPACES; U-FACTOR5 FOR FENESTRATION AND THE RESULTS
<br />FROM ANY REQUIRED PUCT 5Y5TEM AND BUILDING 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 />EQUIPMENT.
<br />Permit#:
<br />E2105-019
<br />Site Address:
<br />522123RD AVE
<br />Owner:
<br />CRAM➢ PERRY & KATHY
<br />PROJECT �NFORMATIJON Tenant:
<br />[Tee Name]
<br />App. Date:
<br />5/10/2021
<br />PROJECT OWNER:
<br />PERRY & KATHY GRANT Proposed Use:
<br />RESIDENTIAL ALTERATIONS
<br />5221 23RD AYE W Description:
<br />DECK AIDD1117011i AIDE OUTDOOR COVERED
<br />EVERETT WA 98203
<br />AREA AT NEW DECK
<br />PROJECT ARCHITECT:
<br />HE1Di HELGESON Reviewed B
<br />�-
<br />PROJECT DESIGNERS:
<br />LAUREN GROTH & LiSA MONTALVO ,��� Office Set
<br />Job Site Set Fire/Planning
<br />6
<br />Set
<br />H2P ARCHITECTURE + DESIGN
<br />23020 EDMONDS WAY, #113
<br />EDMONDS, WA 9802O
<br />STRUCTURAL ENGINEER:
<br />PENN15 TiTUS, PE, 5E
<br />CG ENGINEERING
<br />250 4TH AVE 5, 5TE 200
<br />EDMONDS, WA 90020
<br />425.778.8500
<br />PROJECT DESCRIPTION:
<br />DECK ADDITION AND OUTDOOR COVERED AREA
<br />PROJECT ADDRESS:
<br />5221 23RD AVE W
<br />TAX LOT NUMBER:
<br />00734800002300
<br />LEGAL DESCRIPTION:
<br />KENiLWORTH HILLS NO.5 5LK 000 D-00 - ALL TH PTN LOTS
<br />23 & 24 5P FLAT LY 5 FDL;COM NE COR LOT 23 TH Nl
<br />22W ALG E LN LOT 24 5P FLAT 20FT TO TPS HEREIN PESO
<br />LN TH 584*28 46W 170.91FT TAP ON WILY LN LOT 23 5D FT
<br />BEING ON CRV RAP FTBEARS 573'14 01W 175FT 5D PT AL50
<br />LIES 4.12FT SELY FR NW COR LOT 23 AS MEA5 ALG ARC SP
<br />Uj
<br />CRV 50 FT ALSO 5EING TERM PT OF HEREIN DE5C LN PER
<br />5LA 1474 3-95 REC AF NO 9510300642
<br />LAND USE CODE COMPLANCE STATIS7CS
<br />Uj
<br />ZONE:
<br />R-5
<br />LOT COVERAGE:
<br />LOT AREA: 25,700.4 5F (0.59 ACRES)
<br />EXISTING HOUSE: 3,799.8 5F
<br />CN
<br />EX15TiNG UNCOVERED DECK 01 180 5F
<br />EXISTING UNCOVERED DECK & STAIRS 02 (DEMO) (303.3 5F)
<br />LU
<br />NEW COVERED PECK: 616 5F
<br />NEW UNCOVERED & STAIRS DECK: 1517 SF
<br />EXISTING & PROPOSED LOT COVERAGE: 6112.8 5F
<br />ALLOWED LOT COVERAGE: 25,700A SF X 35% 8995.1 5F OK
<br />REQ'D SETBACKS:
<br />FRONT: 20'
<br />REAR 5ETBACK: 2C
<br />SiDE 5ET13ACK: 5'
<br />®chmark Is Required
<br />o V-.rjjy Approved Buildhig He"71.t
<br />F BUILDING 1S NOT POSITIONED S
<br />1NDICATED ON APPROVED SITE PLAINT,
<br />A NEW SITE PLAN SHTALLU SUBMIT,
<br />TES;$. �10 F'LT I':fiER INSPECTIONS W
<br />APPROVED BE NIADE ON THIS PROJECT UNTIL, THE
<br />Ice of Community, Planning & Economic Development REVISED SITE nL, HAS P 0V;w
<br />PLANJ DEPARTMENT ED Iff 3rIM-D �JDEPM
<br />H�
<br />ft Is owners responsm fo 'P 3
<br />P'Topedy, fan
<br />Additionei Permits AT9 Required
<br />of This Prq�ect To kndudse
<br />numbing SpFonklalr
<br />[E Mechanical FiFis Mam
<br />Elec IrOc
<br />PROPANE TANKS, -PEAT PUMPS AND
<br />OTHER EQUIPMENT OR APPURTENANCES
<br />6'1AY NOT SS LOCATED IN THE FRONT
<br />AND SIDE SETBACKS. PROPANE TAROKS
<br />REQUIRE ADDITiONIAL PERMITS ISSUED
<br />BY THE EVE'RETT FIRE DEPARTMENT
<br />PRQR TO INSTALLATION.
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ]SSUiIAN E OF
<br />PUBLJ1C WORKS, MECHAWAL, PARE
<br />SUPPRESSION, U !OTR�CAL, OR
<br />FLUMNNO P R IaTS,
<br />PARKING: 3 EX15TiNG GARAGE PARKING SPACES TO REMAIN
<br />SUiLPING HEIGHT BUILDING HEIGHT LiMiT = 50'
<br />INFORMATION: REFER TO SHEET A2.0 AND A2.1 FOR DETAILED
<br />HEIGHT INFORMATION
<br />ENERGY CREDT INFORMA70N
<br />NOT REQUIRED - NO NEW CONDITIONED SPACE PROPOSED
<br />Q P7VE REQUIREMENTS-
<br />ALL CLIMATE ZONES
<br />LOCATION
<br />R-VALUE
<br />U-FACTOR
<br />FENESTRATION U-FACTOR
<br />N/A
<br />0.30/0.28
<br />SKYLiGI-T 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 />21 iNT
<br />0.056
<br />MASS WALL R-VALUE
<br />21/21
<br />0.056
<br />FLOOR
<br />30/38
<br />0.029
<br />PELOW GRADE WALL
<br />10/15/21 iNlT + TB
<br />0,042
<br />5LA13 R-VALUE AND DEPTH
<br />10, 2 FT
<br />N/A
<br />SHEETINDEX
<br />01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS
<br />02 51TE PLAN
<br />A1.0 LOWER FLOOR DEMOLITION PLAN
<br />A1.1 MAiN FLOOR DEMOLITION PLAN
<br />A'1.2 LOWER FLOOR PLAN
<br />A1.3 MAIN FLOOR PLAN!
<br />A1.4 ROOF PLAN
<br />A1.5 WINDOW AND DOOR 5CHEDULE5
<br />A2.0 EXTERIOR ELEVATIONS
<br />A3.0 BUILDING 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 FOUNDATION PLAN
<br />52.2 ROOF FRAMING PLAN
<br />53.1 PECK FRAMING DETAILS
<br />54.1 WOOD FRAMING DETAILS
<br />55.1 ROOF FRAMING DETAILS
<br />9716 REGISTERED
<br />ARCHITECT
<br />118JI MICFIELL� NELGESON
<br />STATE OF���oo�GTON
<br />A R C H I T E C T U R E
<br />D E S I G N
<br />! EDMONDSWAY,
<br />EDMONDS, a 98020
<br />P. 6
<br />j
<br />PROJECT 6NPORMATION,
<br />VAC0NrFY MAP, GENERAL
<br />NOTES, AS -BUILT PLANS
<br />1111111111111
<br />Ak
<br />�§ a �.. .r
<br />SCALE:1/5" = 1'-0"
<br />11 1
<br />AS BUILT - PARTIAL LOWER FLOOR
<br />SCALE:1/5" = T-0"
<br />
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