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HomeMy WebLinkAboutApplication Applicant 5/24/2023City of Springfield SPRINGFIELD Development & Public Works 225 Fifth Street Springfield, OR 97477 AU. Accessory Dwelling Unit (ADU) — Type 1 Project Section) A licant Name: C 4v\ lCc \ Phone:�7S Company if applicable): Email: ry Fi GhZ DUa°k• Mailing Address:n OR 74 Applicant's Rhe): N Phone: N A Company: /V Email: AIIA t, �1 MailingAddress: /If A &1A // Property Owner: yC GG,,,, Phone:.titlyie 45 above Company: AI/ 14 Email: 5gme QS aloove Mailing Address: Same as c0o-"= Assessor's Map No: �r71 032613E laxWt Nos y Property Address: I9q r� S` S Y+h :e\& oRrl�ill� r City uGB Size of Property V� Acres r Square Feet Type of ADU: P Conversion of Part of House (describe existing use) E Conversion of Accessory Structure (describe existing use) 7 Addition to an existing dwelling Fi I plan to construct this 552 sq ft ADU on my property at 1944 9'h St. This building will meet all clear and objective building standards to be approved under Type 1 procedure. It will contain a kitchen, bathroom and sleeping area independent from the primary dwelling. It will have a separate entrance with a 3' wide path leading to primary approach and have its own address. The trash receptacles and storage areas will be completely obscured by a 6' tall fence. Please refer to plot plan or floor plan for any further information. b N MD WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 23-146 PLAN CHECK # STATUS DATE 5-1-2023 FOUNDATION PLAN n FOUNDATION PLAN „4"- A1.1 STRUCTURAL DISCLAIMER: FOUNDATION NOTES AS STRUCTURAL LOADS DIFFER FOR EVERY PROPERTY, IT IS THE RESPONSIBILITY 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH @ 28 DAYS OF 2500 PSI. OF THE OWNER/CONTRACTOR TO CONFIRM THAT ALL STRUCTURAL COMPONENTS MEET LOCAL REQUIREMENTS. CONSULT WITH A LOCAL 2. EXTERIOR CONCRETE SHALL SLOPE 1/8" PER FOOT MIN. AWAY FROM STRUCTURE. STRUCTURAL ENGINEER IF NECESSARY. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 & SHALL BE GRADE 40 MIN. 4. PROVIDE 10 MIL VAPOR BARRIER UNDER SLAB. 5. CONCRETE SHALL CURE FOR A MIN. OF 7 DAYS PRIOR TO BACKFILLING. S. SLOPE EARTH 5% FROM FOUNDATION TO 10' FROM BUILDING FOR PROPER DRAINAGE. 7. PROVIDE 36"X36" MIN. CONCRETE LANDING ATALL EXTERIOR DOORS. 8. UNTREATED WOOD SHALL BE 6" MIN. ABOVE EARTH. WHERE SUBJECTTO WEATHER OR SPLASH, WOOD SHALL BE I" ABOVE CONC. SLAB. WOOD SHALL BE 8" MIN ABOVE EARTH AT PIERS. 9. EXTERIOR WALL SILL PLATES AND ALL WOOD IN CONTACT WITH FOOTINGS SHALL BE P.T. 10. ALL FASTENERS INTO P.T. MATERIALS SHALL BE CORROSION RESISTANT & SHALL BE HOT DIPPED GALV. TO ASTM A153 & CONNECTORS TO ASTM G653 -G185. 11. ANY PENETRATIONS INTO P.T. MATERIALS SHALL TREATED. SODIUM BORATE SHALL NOT BE USED. 12. BOTTOM OF FOOTINGS TO BE ON LEVEL GROUND ON NATURAL GRADE, TYP. 13. CONTRACTOR AND/OR OWNER ARE SOLELY RESPONSIBLE FOR PROVIDING PROPER VENTING OF ANY UNDERFLOOR AREAS & DRAINAGE AROUND THE STRUCTURE (2% AWAY, MIN. OR AS REQ'D). THIS INCLUDES PROPERLY GRADING THE SITE & IMPLEMENTING ANY DRAINAGE SYSTEMS OR EROSION CONTROL MEASURES AT OR NEAR THE STRUCTURE TO PREVENT ANY KIND OF WATER DAMAGE TO THE STRUCTURE. 14. SOME OF THE 1/2"0 ANCHOR BOLTS ARE NOT SHOWN ON THIS DRAWING, ONLY ANCHOR BOLTS SHOWN ARE FOR SPECIFIC QTY THAT EXCEEDS THE STANDARD SPACING OF 72" O.C. PER BRACED WALL SCHEDULE. 15. CONTRACTOR TO COORDINATE HOLDOWN BOLT LOCATIONS W/ FRAMING PLAN & TIE ALL HOLDOWN BOLTS INTO PLACE PRIOR TO CONCRETE PLACEMENT. 16. ASSUMED SOIL TYPE, ALLOWABLE BEARING USE 1500 PSF CONTRACTOR AND/OR OWNER IS SOLELY RESPONSIBLE FOR VERIFYING THAT THE SOIL CONDITIONS @ THE BLDG SITE AREA OF ADEQUATE INTEGRITY TO SUPPORT THE STRUCTURE AT MINIMUM, VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL. IF NECESSARY, CONSULT A GEOTECHNICAL ENGINEER. 17. ANCHOR BOLTS SHALL BE ANCHORED IN PLACE AT THE TIME OF FOUNDATION INSPECTION. 18. ANCHOR BOLTS TO BE 1/2"0 BOLTS @ 72" O.C. (MAX) W/ 7" MIN. EMBEDMENT 1. - ALL CAST IN PLACE BOLTS TO HAVE EMBEDMENT HEAD OR "J" BEND INTO CONCRETE 2. - ALL BOLTS REQUIRE T9C3(1/4"PLATE WASHERS 4X4 P.T. W/ AC4 CAP AND POST BASE TO 12" SQ X 12" DEEP W/ (3) 4X12 P.T. GIRDER. CHECK #4 E.W., TYP. OF 4. CHECK LOCAL LOCALSTRUCTURALLOADS STRUCTURAL LOADS TO TO CONFIRM REQUIRED SIZE. 23'-6" CONFIRM REQUIRED SIZE. STEM 3.. I NG, NP. p-3.. m T, TYP.— I oo— I apYaW O�w�rc I L J I orcOwwa wwomw I I w 2 II N w°°tmL6�LLN I II i3 y I d Z' H Z N I — ax�NoI r 1 — — — — aHoaU —?f2'OOO— L _ -- -- r� -- —— — — —— ----, BUILT UP 4" NCRETE e I I SLAB OVER 4"OCRUSHED I _ ROCK. TYP. @ PORCH AND LANDINGS �L ——————— — — — — — J = L — — — — — — — — — — — — — a in in 33/4" 14'-3" 33/4" 24"X12"DEEP 8'- 7 1/2" 14'- 10 1/2" CONT. FOOTING #4 E.W. W/ 2 23'-6" MPBZ88 POST BASE, TYP. OF 2 MD WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 23-146 PLAN CHECK # STATUS DATE 5-1-2023 FOUNDATION PLAN n FOUNDATION PLAN „4"- A1.1 PLUMBING FIXTURES & FITTINGS FLOW REQUIREMENTS TOILETS <1.28 GAUFLUSH LAVATORY 3 1/2" 9'- 1 1/2" FAUCETS < 1.2 GPM @ 60 PSI -SINGLE FAUCETS < 1.8 GPM @ 80 PSI SHOWER _MULTIPLE FAUCETS COMBINED FLOW RATE NOT TO EXCEED 2.0 GPM @ 80 PSI OR ONLY HEADS ONE FAUCET SHALL OPERATE AT A TIME KITCHEN <_1.8 GPM @60 PSI FAUCETS TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM METERING < 1.5 GPM @ 60 PSI — FAUCETS P2C .iY KEYNOTES: - ON DEMAND WATER HEATER, INSTALLED PER MFR INSTALLATION INSTRUCTIONS. THE T & P VALVE SHALL DISCHARGE TO THE EXTERIOR, STRAP AND SECURE, LOCATED A MIN. 18" ABOVE GARAGE FLOORS AND SAFETY DRAIN PAN IN ATTICS OR WHERE DAMAGE MAY OCCUR. ❑ -ESTIMATED LOCATION OF HVAC PAD. CONFIRM EXACT LOCATION WITH HVAC INSTALLER. FLOOR PLAN PROJECTINFO SCOPE OF WORK: THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF ONE NEW SINGLE -STORY RESIDENCE. IT SHALL BE WOOD FRAMED WITH RAISED FOUNDATION. OCCUPANCY SINGLE FAMILY RESIDNCE- R3 PROPOSED AREA: CONDITIONEDAREA =552 SQ FT COMBINED COVERED PORCH AREA = 74 SQ FT TOTAL AREA = 626 SQ FT No. OF LEVELS: SINGLE STORY/ 1 LEVEL WALL STRUCTURE: EXTERIOR WALLS - 2X6 WD STUDS @ 16" O.C. INTERIOR WALLS - 2X4 WD STUDS @ 16" O.C. ROOF STRUCTURE: MANUFACTURED ROOF TRUSSES - LOCALLY DESIGNED (DEFERRED SUBMITTAL) • AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE PROVIDED WITH INTEGRAL RAIN SENSORS OR SOIL MOISTURE SENSORS THAT ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS NEEDS AS WEATHER CONDITIONS CHANGE. (GBC SECTION 4.304.1) • ANNULAR SPACESAROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR ACCEPTABLE METHOD. (GBC SECTION 4.406) • A MINIMUM OF 65 PERCENT OF THE CONSTRUCTION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO RECYCLE OR SALVAGE. (GBC SECTION 4.408.1) • AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO FINAL INSPECTION. (GBC SECTION 4.410.1) • GAS FIREPLACES SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. WOOD/PELLET STOVES SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS. (GBC SECTION 4.503.1) • DUCTAND VENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. (GBC SECTION 4,504.1) • ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. (GBC SECTION 4.504.2.1) • PAINTS, STAINS, AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. (GBC SECTION 4.504.2.2) • AEROSOL PAINTS AND COATING SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. (GBC SECTION 4.504.2.3) • DOCUMENTATION SHALL BE PROVIDED TO VERIFYTHAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. (GBC SECTION 4.504.2.4) • CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. (GBC SECTION 4,504.3) • 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC- EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW - EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. (GBC SECTION 4.504.4) • PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. (GBC SECTION 4.504.5) • MOISTURE CONTENT OF BUILDING MATERIALS USED IN ENCLOSED WALL AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE AND CANNOT EXCEED 19%. (GBC SECTION 4.505.3) • WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE MINIMUM INSULATION VALUE OF R-42. (GBC SECTION 4.507.1) • HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. (GBC SECTION 702.1) fm WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 1 23.146 PLAN CHECK# I STATUS DATE 1 5-1-2023 FLOOR PLAN All 3 1/2" 9'- 1 1/2" 1 ❑2 soon SL V'/H HVAC � ar n NSERT tO N OTLINEN OM OLINGBEDROOM WAD NEN IN M N lV lV M 9'-21/2" 4'-101/2" �i •W zzKoo M ATTIC I ACCESS m 2188 O L.M. KITCHEN LIVING ROOM 94'FAT CEILNG 94" RATCEILING M � i M I I I I O I VAC 4=SL 5010 SL e CONCRETE o COVERED PORCH a0 9'4" FUT CEILNG V 33/4" 14'-3" 33/4" ��• 8'-71/2°ae~ 14'-101/2.. FLOOR PLAN PROJECTINFO SCOPE OF WORK: THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF ONE NEW SINGLE -STORY RESIDENCE. IT SHALL BE WOOD FRAMED WITH RAISED FOUNDATION. OCCUPANCY SINGLE FAMILY RESIDNCE- R3 PROPOSED AREA: CONDITIONEDAREA =552 SQ FT COMBINED COVERED PORCH AREA = 74 SQ FT TOTAL AREA = 626 SQ FT No. OF LEVELS: SINGLE STORY/ 1 LEVEL WALL STRUCTURE: EXTERIOR WALLS - 2X6 WD STUDS @ 16" O.C. INTERIOR WALLS - 2X4 WD STUDS @ 16" O.C. ROOF STRUCTURE: MANUFACTURED ROOF TRUSSES - LOCALLY DESIGNED (DEFERRED SUBMITTAL) • AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE PROVIDED WITH INTEGRAL RAIN SENSORS OR SOIL MOISTURE SENSORS THAT ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS NEEDS AS WEATHER CONDITIONS CHANGE. (GBC SECTION 4.304.1) • ANNULAR SPACESAROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR ACCEPTABLE METHOD. (GBC SECTION 4.406) • A MINIMUM OF 65 PERCENT OF THE CONSTRUCTION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO RECYCLE OR SALVAGE. (GBC SECTION 4.408.1) • AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED PRIOR TO FINAL INSPECTION. (GBC SECTION 4.410.1) • GAS FIREPLACES SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. WOOD/PELLET STOVES SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS. (GBC SECTION 4.503.1) • DUCTAND VENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. (GBC SECTION 4,504.1) • ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. (GBC SECTION 4.504.2.1) • PAINTS, STAINS, AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. (GBC SECTION 4.504.2.2) • AEROSOL PAINTS AND COATING SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. (GBC SECTION 4.504.2.3) • DOCUMENTATION SHALL BE PROVIDED TO VERIFYTHAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. (GBC SECTION 4.504.2.4) • CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. (GBC SECTION 4,504.3) • 80 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE VOC- EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) LOW - EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. (GBC SECTION 4.504.4) • PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. (GBC SECTION 4.504.5) • MOISTURE CONTENT OF BUILDING MATERIALS USED IN ENCLOSED WALL AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE AND CANNOT EXCEED 19%. (GBC SECTION 4.505.3) • WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERS SHALL HAVE MINIMUM INSULATION VALUE OF R-42. (GBC SECTION 4.507.1) • HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS. (GBC SECTION 702.1) fm WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 1 23.146 PLAN CHECK# I STATUS DATE 1 5-1-2023 FLOOR PLAN All ELECTRICAUMECHANICAL SYMBOL LEGEND PANEL ESTIMATED LOCATION OF NEW LOCATION OF 200AMP ELECTRICAL ❑ ELECTRICAL SERVICE PANEL HVAC ESTIMATED LOCATION OF ELECTRIC MINI -SPLIT 2❑ - PROVIDE POWER PER MINISPLIT MFR DUPLEX RECEPTACLE w� ( 1 CEILING MOUNTED LED LIGHT WP WEATHERPROOF/EXTERIOR RATED GFI GROUND FAULT INTERRUPTER SINGLESWITCH 3 3 POLE SWITCH ( 1 WALL MOUNTED LED LIGHT $ V VACANCY SWITCH CEILING FAN WITH INTEGRATED LIGHT Jx 2 0 EXHAUST FAN MUST MEET CGBSC REQ. FOR INDOOR AIR QUALITY AND EXHAUST. BATHROOM EXHAUST FANS SHALL BE MECHANICALLY VENTILATES AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE OUTSIDE. 2. UN LESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROL SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50%80%AND MAY USE AUTO OR MANUAL MEANS OF ADJUSTMENT. HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT OF THE EXHAUST FAN AS IT IS NOT REQU'D TO BE INTEGRAL. 3. FAN SHALL HAVE CAPABILITY TO EXHAUST 50 CFM MIN. DUCT SIZING PER MFR REQUIREMENTS. O CARBON MONOXIDE ALARM: ALARM SHALL BE 110V W/ BATTERY BACKUP POWER AND WILL BE INTERCONNECTED SO THAT IF ONE ALARM IS ACTIVATED THEY ALL BECOME ACTIVATED. so SMOKEALARM: ALARM SHALL BE 110V W/BATTERY BACKUP POWER AND WILL BE INTERCONNECTED SO THAT IF ONE ALARM IS ACTIVATED THEY ALL BECOME ACTIVATED. F77❑ PANEL tfh-F-7❑ HVAC WP/GFI =- 3o ❑3 ATTIC I ACCESS GFI GFI GFI 3 \ GFI GFI #- Voo GFI GFI GFI ❑2 \ \ GFI n GFI GFI\` n (fh (m H AC Rh (f) \ UWP/GFI n ELECTRICAL PLAN U 1 /4" _ _0 ELECTRICAL KEYNOTES ELECTRICAL NOTES U.N.O LOCATION OF 200AMP ELECTRICAL ❑ SERVICE SERVICE PANEL A. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFALL CODES HAVING LOCAL JURISDICTION. 2❑ - PROVIDE POWER PER MINISPLIT MFR B. DURING ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL MAINTAIN ADEQUATE REQUIREMENTS. 2A-408BC FIRE EXTINGUISHERS READY FOR USE IN CASE OF FIRE. C. LIGHT, SWITCH, & RECEPTACLE SHALL BE PROVIDED AT ATTIC ACCESS. ❑3 - LIGHT, SWITCH, & RECEPTACLE SHALL BE PROVIDED AT ATTICACCESS. D. PROVIDE DISCONNECT WITHIN SIGHT OF AIR CONDITIONING UNIT. ® - PROVIDE POWER FOR WATER HEATER PER E. (TITLE 24) ENERGY CODES - MFR REQUIREMENTS. 1) IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OFTHESE SPACES SHALL BE CONTROLLED BYA VACANCY SENSOR PER CEC, 150.0(k)(2)0). ❑-THIS FAN SHALL BE CONTINUOUSLY 5 2) ALL HARDWIRED LIGHTING IN OTHER ROOMS MUST BE FLUORESCENT OR ANOTHER TYPE IT OPERATING. THIS FAN MAY BE ON A SWITCH, OF HIGH -EFFICACY LIGHTING OR MUST BE CONTROLLED BY A MANUAL -ON OCCUPANT AS LONG AS THIS SWITCH IS LABELED T I LABELWHENED SENSOR OR CONTROLLED BYA DIMMER. "OTHER ROOM" INCLUDES HALLWAYS, DINING STATE "FAN SHOULD BEH THE ROOMS, FAMILY ROOMS, BEDROOMS, ETC WITH LESS THAN 70 SF. OF FLOOR ARE EXEMPT. HOME IS OCCUPIED". 50 CFM MIN. DUCT SIZE 3) ALL OUTDOOR LIGHTING ATTACHED TO A BUILDING MUST BE FLUORESCENT OR ANOTHER PER FAN MFR. TYPE OF HIGH -EFFICACY LIGHTING OR MUST BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTO/CONTROL. ALL OUTDOOR ELECTRICAL SHALL BE LISTED FOR USE IN DAMP ©-EXHAUST KITCHEN HOOD DIRECTLY TO LOCATIONS. OUTSIDE. 100 CFM MIN. DUCT SIZING PER MFR REQUIREMENTS. THIS FAN MUST BE LISTED AT F. ALL RECESSED LIGHTING INTO INSULATED CEILINGS SHALL BEAPPROVED FOR ZERO 3 SONES OR LESS FOR NOISE. THE RATING CLEARANCE INSULATION COVER AND BE AIRTIGHT. MUST BE BASED ON A WATER COLUMN OF .25 OR GREATER. G. ALL ELECTRICAL FIXTURES, APPLIANCES, AND WIRING TO CONFORM TO ARTICLE 400 FOR FIXTURES, APPLIANCES, AND WIRING REQUIREMENTS. ❑7 - ESTIMATED LOCATION OF MINI SPLIT COMPRESSOR. EXACT LOCATION PER MFR H. RECEPTACLE OUTLETS IN ALL LIVING AREAS, OTHER THAN KITCHEN COUNTERS, LAUNDRY REQUIREMENTS. ROOMS, BATHROOMS AND HALLS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET FROM A RECEPTACLE. THE FLOOR LINE CONTINUES AROUND CORNERS. EACH WALL SPACE 2 FEET OR MORE ALONG THE WALL LINE MUST BE CONSIDERED SEPARATELY. IN KITCHENS AND DINING AREAS OF DWELLING UNITS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET IN THAT SPACE. THE WALL LINES CONTINUE AROUND CORNERS. COUNTER TOPS SEPARATED BY RANGE TOPS, REFRIGERATORS OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES. I. PROVIDE 2 SMALL APPLIANCE BRANCH CIRCUITS IN KITCHEN. J. PROVIDE MIN. DEDICATED CIRCUITS AS FOLLOWS: 2 BRANCH CIRCUITS SERVING THE KITCHEN, PANTRY, DINING, AND/OR BREAKFAST ROOM; 1 FOR THE LAUNDRY ROOM, AND 1 FOR THE BATHROOMS. K. ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED IN A RESIDENCE SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. L. ALL 120 V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, KITCHENS, LAUNDRY ROOMS, AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BYA LISTED ARC_ FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. M. PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES AT LEASTTREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLYAT THE SERVICE ENTRANCE PANEL. N. ALL 15 OR 20 AMP, 125 OR 250 VOLT RECEPTACLES INSTALLED OUTDOORS IN DAMP LOCATIONS UNDER CANOPIES AND ROOFED PORCHES NOT SUBJECT TO BEATING RAIN MUST BE A LISTED WEATHER -RESISTANT TYPE WHEN THE PLUG IS NOT INSERTED. O. ALL 15 OR 20 AMP, 125 OR 250 VOLT RECEPTACLES INSTALLED OUTDOORS IN WET LOCATIONS MUST BE A LISTED WEATHER -RESISTANT TYPE WHEN THE PLUG IS INSERTED. P. PROVIDE GFCI PROTECTED, 120 V RECEPTACLE WITHIN THREE (3) FEET OF THE WATER HEATER AND SHALL BE ACCESSIBLE WITH NO OBSTRUCTIONS. WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WNTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 23.146 PLAN CHECK # STATUS DATE 5-1-2023 ELECTRICAL PLAN A2.2 V -6"O TYP. AS STRUCTURAL LOADS DIFFER FOR EVERY PROPERTY, IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO CONFIRM THAT ALL STRUCTURAL COMPONENTS MEET LOCAL REQUIREMENTS. CONSULT WITH A LOCAL STRUCTURAL ENGINEER IF NECESSARY. 30YEAR CLASS "A" COMP ROOFING (INSTALLED PER MFR SPECS) OVER 30 LB FELT OVER 1/2" CDX PLY (CCX @ EXPOSED CONDITION REQUIRING FIRE RATED) NAILED W/ 8d @ 6" O.C. EDGES, 12" O.C. FIELD. 6X10 HDR --F --6:12 t,--6:12----- tL x N 2X GANG NAILTRUSSES @ 24" O.C. — — — — _PROVIDED BY TRUSS MFR OR 2X12_ ROOF RAFTERS HUNG INTO 6X12 RIDGE BEAM @ 16" O.C. CHECK LOCAL STRUCTURAL LOADS TO CONFIRM REQUIRED SIZE. 6X10 HDR M _ _ 6X10 HDR_ _ _6X10 HDI Q LU m w LET INTO / 6:12 0 6:12 WALL, TYP. FOR BEAMS @ PORCH 8X12BEAM 114" = 1'-0" SIMPSON HANGER @ EACH END OF FRONT BEAM N x w ROOF NOTES A. GUTTERS SHALL BE INSTALLED WITH COVERS THAT WHICH MITIGATE THE ACCUMULATION OF DEBRIS. B. LOCATION OF HVAC EQUIPMENT SHALL BE DETERMINED BY INSTALLER. C. PROVIDE ATTIC VENTING AS FOLLOWS IF USING MFR'D TRUSSES; 1 SQ. FT. FOR EACH 150 SQ. FT. OF ATTIC SPACE WITH 1/4" MESH SCREEN VENTS IF WILDLAND URBAN INTERFACE APPLIES, VENTING IS REQUIRED TO BE 1/16" MIN. & 1/8" MAX MESH SCREEN D. ALL HEADERS TO BE DF#1 GRADE U.N.O. E. ROOF DECK SHALL BE NON-COMBUSTIBLE OR IGINITION RESISTANT MATERIALS. F. SEE TRUSS MFR DRAWINGS FOR ROOF TRUSS LAYOUT AND CALCULATIONS. MD WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFOOW INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 23.146 PLAN CHECK # STATUS DATE 5-1-2023 ROOF PLAN A2.3 RIDGE LINE — 15'-2" LEVELI PLATE D. -O., — FINISH FLOOR 0'-0" BOT. OF STEM MAX 114" = 1'-0" ROOF NOTES A. GUTTERS SHALL BE INSTALLED WITH COVERS THAT WHICH MITIGATE THE ACCUMULATION OF DEBRIS. B. LOCATION OF HVAC EQUIPMENT SHALL BE DETERMINED BY INSTALLER. C. PROVIDE ATTIC VENTING AS FOLLOWS IF USING MFR'D TRUSSES; 1 SQ. FT. FOR EACH 150 SQ. FT. OF ATTIC SPACE WITH 1/4" MESH SCREEN VENTS IF WILDLAND URBAN INTERFACE APPLIES, VENTING IS REQUIRED TO BE 1/16" MIN. & 1/8" MAX MESH SCREEN. D. ALL HEADERS TO BE DF#1 GRADE U.N.O. E. ROOF DECK SHALL BE NON-COMBUSTIBLE OR IGINITION RESISTANT MATERIALS. F. SEE TRUSS MFR DRAWINGS FOR ROOF TRUSS LAYOUT AND CALCULATIONS. 30 YEAR CLASS "A" COMP ROOFING (INSTALLED PER MFR SPECS) OVER 30 LB T OVER 1/2" CDX PLY (CCX @ EXPOSED )ITION REQUIRING FIRE RATED) NAILED W/ 8d @ 6' O.C. EDGES, 12" O.C. FIELD. RIDGE LINE _ 15'-2 LEVELI PLATE y, -CI — FINISH FLOOR 0'-0" BOT. OF STEM MAX 2-6 BOXED EAVES FINISHED WITH NONCOMBUSTIBLE OR FIRE RESISTIVE MATERIALS. HARDIE BOARD O.K. FIRE RESISTIVE LAPPED SIDING. HARDIE BOARD O.K. .OPE EARTH AWAY FROM FOUNDATION \T 5% FOR 10-0". ANY PAVED SURFACE ITHIN 10'-0"OFTHE FOUNDATION MUST SLOPE AWAY 2%, TYP. :IXED WINDOW IN FALSE DORNER. NOT FUNCTIONAL. AESTHETIC ONLY, TYP. FIRE RESISTIVE SHINGLE STYLE SIDING. HARDIE BOARD O.K. BOXED EAVES FINISHED WITH DMBUSTIBLE OR FIRE RESISTIVE MATERIALS. HARDIE BOARD O.K. P.T. POST PER PLAN FIRE RESISTIVE LAPPED SIDING. HARDIE BOARD O.K. .OPE EARTH AWAY FROM FOUNDATION 4T 5% FOR 10-0". ANY PAVED SURFACE ITHIN 0-0"OFTHE FOUNDATION MUST SLOPE AWAY 2%, TYP. WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFO@W INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER I PROJECT# 1 23.146 I PLAN CHECK# I I STATUS DATE 1 5-1-2023 ELEVATIONS FRONT ELEVATION All 114" = 1'-0" RIDGE LINE 15'-2" LEVEL PLATE 9.- 0., — FINISH FLOOR 0'-0" BOT. OF STEM MAX 2'- 6"— RIDGE LINE 15'-2" LEVEL 1 PLATE FINISH FLOOR 0'-0" OF STEM MAX F" 114" = 1'-0" 114" = 1'-0" ROOF NOTES: A. GUTTERS SHALL BE INSTALLED WITH COVERS THAT WHICH MITIGATE THE ACCUMULATION OF DEBRIS B. LOCATION OF HVAC EQUIPMENT SHALL BE DETERMINED BY INSTALLER. C. PROVIDE ATTIC VENTING AS FOLLOWS IF USING MFR'D TRUSSES; 1 SQ. FT. FOR EACH 150 SQ. FT. OF ATTIC SPACE WITH 1/4" MESH SCREEN VENTS IF WILDLAND URBAN INTERFACE APPLIES, VENTING IS REQUIRED TO BE 1/16" MIN. & 1/8" MAX MESH SCREEN. D. ALL HEADERS TO BE DF#1 GRADE U.N.O. E. ROOF DECK SHALL BE NON-COMBUSTIBLE OR IGNITION RESISTANT MATERIALS. F. SEE TRUSS MFR DRAWINGS FOR ROOF TRUSS LAYOUT AND CALCULATIONS. :IXED WINDOW IN FALSE DORNER. NOT FUNCTIONAL. AESTHETIC ONLY, TYP. FIRE RESISTIVE SHINGLE STYLE SIDING. HARDIE BOARD O.K. BOXED EAVES FINISHED WITH NONCOMBUSTIBLE OR FIRE RESISTIVE MATERIALS. HARDIE BOARD O.K. FIRE RESISTIVE LAPPED SIDING. HARDIE BOARD O.K. OPE EARTH AWAY FROM FOUNDATION \T 5% FOR 10-0". ANY PAVED SURFACE (THIN 0-0"OFTHE FOUNDATION MUST SLOPE AWAY 2%, TYP. 30 YEAR CLASS "A" COMP ROOFING (INSTALLED PER MFR SPECS) OVER 30 LB «' T ^"^' "^" ^^"'+LY (CCX @ EXPOSED FIRE RATED) NAILED DGES, 12" O.C. FIELD. AVES FINISHED WITH .E OR FIRE RESISTIVE HARDIE BOARD O.K. aw3�b9�9�:�91_1� ;TIVE LAPPED SIDING. HARDIE BOARD O.K. f FROM FOUNDATION \NY PAVED SURFACE E FOUNDATION MUST ;LOPE AWAY 2%, TYP. ffm WINTERDRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFO@W INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER I PROJECT# 1 23.146 I PLAN CHECK# I I STATUS DATE 1 5-1-2023 ELEVATIONS A3.2 Q 0 z 2x CRIPPLE STUD @ 16" O.C. OR LOCATED DIRECTLY UNDER TRUSS IF NOTED ON PLANS n TYP. DOOR FRAMING ROOF SHEATHING PER PLAN MFR'D ROOF TRUSS AIR BAFFLE TYPICAL AT ALL EAVE VENTS EXTENDING 4" MIN. OVER INSULATION INSULATE PER ENERGY CALCS 2X VENTED BLK'G W/ RBC CLIP @ 24" O.C. WITH WUI APPROVED EAVE VENT PER PLAN FIRE RESISTIVE EXTERIOR FINISH OVER VAPOR BARRIER OVER EXTERIOR SHEATHING PER PLAN 5 TYP. EAVE DETAIL 1/2" = 1'-0" E. N. 2x CRIPPLE STUD @ 16" O.C. OR LOCATED DIRECTLY UNDER TRUSS IF NOTED ON PLANS 6- 16d EACH END HEADER PER PLAN OF HEADER, MIN. X � / Q v/ 8'- 0" MAX DOOR OPENING o / o / H1 CLIP @ EACH TRUSS U.N.O. 2X DBL TOP PLATE 2x STUD @ 16" O.C. HEADER WHERE OCCURS -010 < 0 v LU W in n TYP._IN 12 DOW FRAMING 6-16d EACH END OF HEADER, MIN. WINDOW OPENING 1- 2X SILL MIN. @ 44" MAX HT IN BEDROOMS 3-16d EACH END 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS AND 1" MAX DEPTH NOTCH \ 1/2" CLR GAP PLYWOOD AND NAILING PER PLAN EDGE NAIL PLY AT BLK'G,,__ FJ PER PLAN OR BLOCKING AT 24" O.C. AT PARALLEL FJ CONDITI PT DF SILL AND 18" MIN. #4 SPREAD FOOTING PER PLAN WHERE OCCURS 3" CUR.I FRAMING PER PLAN EAR PER PLAN NAILING 8" MIN. SLOPE FINISHED GRADE AWAY I• FROM FOUNDATION #4 AT 24" O.C. VERT, #4 AT 15" O.C. HOR, WHERE STEMWALL HEIGHT > 2'-6" AND WHERE BACKFILL AGAINST STEM WALL OCCURS WALL FRAMING PER PLAN SHEAR PER PLAN— SOLE NAILING 1/2- ISOLATION JOINT E.N SOG PER PLAN NTH SLOPE ANU PER .-C PROPERLY COMPACTED BACKFILL OTHERS, III II' /4 AT 15" O.C. HORIZ., /4 AT 12" MIN. 24" O.C. VERT. WATERPROOFING QN0, AND DRAINAGE BY OTHERS, TYP AS REQ'DN., p4 CONT. TOP ISI NOTE: AND BOTT., U.N.O. - 1.) FOUNDATION NOT DESIGNED FOR RETAINING CONDITIONS. CONTACT EOR PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. n FOOTING CONDITION 1 1/2" FIRE TREATED 24" MAX. 24" MAX. PLY @ OVERHANG 2x BARGE E. N. RAFTER SPREAD FOOTING PER I PLAN WHERE OCCURS 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS AND 1" MAX DEPTH NOTCH /1/2" CUR GAP YWOOD AND NAILING PER PLAN ,EDGE NAIL PLY AT BLK'G AT 24" O.C. PT DF SILL AND AB x PER PLAN SHORING BY OTHERS AS REQ'D 4-16d HEADER PER PLAN FINISH GRADE IS COMPLETE AND MFR'D ROOF TRUSS FRAMING IS ERS W @ ZOUO. .// INSTALLED 3-16d EA. END 0I 2x6 BRACE @ 6' O.C. MAX. E. N.. 11A WHERE INTERSECTING 2X VENTED BLK'G EXTERIOR SHEATHING WALLS EXCEED 12' O.C. W/ RBC CLIP @ 24" O.C. ON GABLE END TRUSS / 46 DEG. T BRACING WHERE BRACE 11A MAX LENGTH EXCEEDS 6'-0" 2X FACIA BOARD H1 CLIP @ EACH 16d @ 6" O.C. TRUSS U.N.O. E.N. WE EXTERIOR FIRE RESISTIVE EXTERIOR SHEATHING SIMPSON A35 yp D. 16d SINKER FINISH OVER VAPOR BARRIER. BEAM PER PLAN PER PLAN @ 8" O.C. (FIBER CEMENT BOARD X 2x4 NAILER W/ PANELING) 2X WD STUDS 16d @ 12" O.C. 8' @ 16" O.C. 2X DBL. TOP PLATE 2X6 SECTION 11A TYP. PORCH CEILING n TYP. GABLE END DETAIL \ n TYP. DOOR FRAMING ROOF SHEATHING PER PLAN MFR'D ROOF TRUSS AIR BAFFLE TYPICAL AT ALL EAVE VENTS EXTENDING 4" MIN. OVER INSULATION INSULATE PER ENERGY CALCS 2X VENTED BLK'G W/ RBC CLIP @ 24" O.C. WITH WUI APPROVED EAVE VENT PER PLAN FIRE RESISTIVE EXTERIOR FINISH OVER VAPOR BARRIER OVER EXTERIOR SHEATHING PER PLAN 5 TYP. EAVE DETAIL 1/2" = 1'-0" E. N. 2x CRIPPLE STUD @ 16" O.C. OR LOCATED DIRECTLY UNDER TRUSS IF NOTED ON PLANS 6- 16d EACH END HEADER PER PLAN OF HEADER, MIN. X � / Q v/ 8'- 0" MAX DOOR OPENING o / o / H1 CLIP @ EACH TRUSS U.N.O. 2X DBL TOP PLATE 2x STUD @ 16" O.C. HEADER WHERE OCCURS -010 < 0 v LU W in n TYP._IN 12 DOW FRAMING 6-16d EACH END OF HEADER, MIN. WINDOW OPENING 1- 2X SILL MIN. @ 44" MAX HT IN BEDROOMS 3-16d EACH END 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS AND 1" MAX DEPTH NOTCH \ 1/2" CLR GAP PLYWOOD AND NAILING PER PLAN EDGE NAIL PLY AT BLK'G,,__ FJ PER PLAN OR BLOCKING AT 24" O.C. AT PARALLEL FJ CONDITI PT DF SILL AND 18" MIN. #4 SPREAD FOOTING PER PLAN WHERE OCCURS 3" CUR.I FRAMING PER PLAN EAR PER PLAN NAILING 8" MIN. SLOPE FINISHED GRADE AWAY I• FROM FOUNDATION #4 AT 24" O.C. VERT, #4 AT 15" O.C. HOR, WHERE STEMWALL HEIGHT > 2'-6" AND WHERE BACKFILL AGAINST STEM WALL OCCURS WALL FRAMING PER PLAN SHEAR PER PLAN— SOLE NAILING 1/2- ISOLATION JOINT E.N SOG PER PLAN NTH SLOPE ANU PER .-C PROPERLY COMPACTED BACKFILL OTHERS, III II' /4 AT 15" O.C. HORIZ., /4 AT 12" MIN. 24" O.C. VERT. WATERPROOFING QN0, AND DRAINAGE BY OTHERS, TYP AS REQ'DN., p4 CONT. TOP ISI NOTE: AND BOTT., U.N.O. - 1.) FOUNDATION NOT DESIGNED FOR RETAINING CONDITIONS. CONTACT EOR PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. n FOOTING CONDITION 1 1/2" FIRE TREATED 24" MAX. 24" MAX. PLY @ OVERHANG 2x BARGE E. N. RAFTER SPREAD FOOTING PER I PLAN WHERE OCCURS 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS AND 1" MAX DEPTH NOTCH /1/2" CUR GAP YWOOD AND NAILING PER PLAN ,EDGE NAIL PLY AT BLK'G AT 24" O.C. PT DF SILL AND AB /4 CONT. BOTT. 12" CLR, TYP I NOTES: 1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD—UP OF WATER BEHIND RETAINING WALL 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (60) BAR DIAMETERS U.N.O. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-6" MAX WALL HT). 6.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. FOOTING CONDITION 2 Od @ 4" O.C. U 1/2" = 1'-0" x6 BLOCKING V/ 3 16d EA. END ROOF SHEATHING x PER PLAN SHORING BY OTHERS AS REQ'D 4-16d UNTIL COMPACTED FINISH GRADE IS COMPLETE AND MFR'D ROOF TRUSS FRAMING IS ERS W @ ZOUO. .// INSTALLED /4 CONT. BOTT. 12" CLR, TYP I NOTES: 1.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD—UP OF WATER BEHIND RETAINING WALL 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (60) BAR DIAMETERS U.N.O. 5.) SLAB SLOPE AND ELEVATION AS REQUIRED PER ARCH (2'-6" MAX WALL HT). 6.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. FOOTING CONDITION 2 Od @ 4" O.C. U 1/2" = 1'-0" x6 BLOCKING V/ 3 16d EA. END ROOF SHEATHING PER PLAN 4-16d MFR'D ROOF TRUSS ERS W @ ZOUO. .// 09' 3-16d EA. END 0I 2x6 BRACE @ 6' O.C. MAX. E. N.. 11A WHERE INTERSECTING 2X VENTED BLK'G EXTERIOR SHEATHING WALLS EXCEED 12' O.C. W/ RBC CLIP @ 24" O.C. ON GABLE END TRUSS / 46 DEG. T BRACING WHERE BRACE 11A MAX LENGTH EXCEEDS 6'-0" 2X FACIA BOARD H1 CLIP @ EACH 16d @ 6" O.C. TRUSS U.N.O. E.N. WE EXTERIOR FIRE RESISTIVE EXTERIOR SHEATHING SIMPSON A35 yp D. 16d SINKER FINISH OVER VAPOR BARRIER. BEAM PER PLAN PER PLAN @ 8" O.C. (FIBER CEMENT BOARD 2x4 NAILER W/ PANELING) 2X WD STUDS 16d @ 12" O.C. 2X4 @ 16" O.C. 2X DBL. TOP PLATE 2X6 SECTION 11A TYP. PORCH CEILING n TYP. GABLE END DETAIL 8-16d AT EXT. WALLS AND INTERIOR BRACED WALLS, 8 -16d ELSEWHERE U.N.O. 4'- 0" MIN. PLATE JOINT TO OCCUR OVER STUD TYP. TOP PLATE SPLICE 1/9" = 1'-0" ]:En WINTER DRAFTING WWW. WINTERDRAFTING.COM TERMS OF USE THIS PLAN SET, AND ALL CONTENTS HERE WITHIN, HAVE BEEN CREATED BY, AND ARE THE SOLE PROPERTY OF, WINTER DRAFTING. TERMS OF USE FOR THIS PLAN MAY VARY BY CONTRACT AND SHALL BE DETERMINED PRIOR TO USE. THIS DISCLOSURE IS NOT INTENDED TO LIMIT USERS FROM MAKING CHANGES TO THIS PLAN, BUT RATHER TO ENSURE THAT THEY LEGALLY OBTAIN THE RIGHTS TO MAKE SUCH VARIATIONS PRIOR TO DOING SO. THE ONLY LEGALLY ACCEPTABLE PROCESS REQUIRES ANY DESIGN PROFESSIONAL, CONTRACTOR, DEVELOPER AND/OR HOME OWNER, LICENSED AND UNLICENSED ALIKE, TO RECEIVE WRITTEN APPROVAL FROM WINTER DRAFTING BEFORE ALTERING, RECREATING, DISTRIBUTING, AND/OR PUBLISHING THIS DESIGN FOR ANY AND ALL USES. WITHOUT SUCH APPROVAL, EVEN MINOR ALTERATIONS TO THIS DESIGN WILL BE CONSIDERED COPYRIGHT INFRINGEMENT, AND THIS MAY RESULT IN SERIOUS FINES, FEES, AND EVEN JAIL TIME IF PURSUED FURTHER IN A COURT OF LAW. IF YOU HAVE RECEIVED THIS PLAN AND ARE NOT SURE IF PERMISSIONS HAVE BEEN GRANTED BY WINTER DRAFTING FOR YOUR INTENDED USE, IT IS BEST TO CONTACT OUR TEAM DIRECTLY TO ENSURE THAT YOU RECEIVE THE CORRECT LICENSING AGREEMENT. INFO@W INTERDRAFTING.COM PROJECT 552 SQ FT 1 BED 1 BATH OWNER PROJECT ADDRESS ASSESSORS PARCEL NUMBER PROJECT# 23.146 PLAN CHECK # STATUS DATE 5-1-2023 DETAILS A4.1