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HomeMy WebLinkAboutReso - PC - 2024-05.28-9ADocuSign Envelope ID: AC170CDE-AOF3-4ED5-AREA-194E94DE8274 RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 i 2024-041701 2:2.1 pm 08!0712024 R t Fee- !V FEE Count of P,-3es4 Recorded in Official Records County of San Mateo Marl Church Assessor -Count; Clerk-Recnr :er i i[j f 1, *$ R 0 0 U 3 4 9 9 4 8 2 t+ Resolution No. 2024-05.28-9A 14 CHANNING ROAD APN 029-303-180 TITLE OF DOCUMENT I hereby certify this to be a full, true and correct copy of the document it purports to be, the original of which is on file in my office. A,� L Date: June 7, 2024 Ruben Hurin: Interim Community RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, AND VARIANCE RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS. a Categorical Exemption has been prepared and application has been made for Design Review and Variance for second story front setback for a first and second story addition ma'or renovation) to an existing single -unit dwelling at 14 Chan_n_ing Road, zoned R-1, Arjun Dutt and Ritu Vohra, property owners, APN: 029-303-180� WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on May 28th, 2024. at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing-, NOW, THEREFORE. it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption. per Section 15301 (e)(1), which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2. Said Design Review and Variance are approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review and Variance are set forth in the staff report, minutes, and recording of said meeting. 3. It is further directed that a certified copy of this resolution recorded in the official records of the County of San Mateo. `/ 14 Chairperson Secretary of the P/rmoduced Commission of the City of Burlingame, do hereby certify that the foregoing resolution was i and adopted at a regular meeting of the Planning Commission held on the 28th day of May, 2024 by the following vote: 14 CHANNING RD - RESO 2024-05 28-9A AYES: COMAROTO, LOWENTHAL,� PFAFF, SCHMID, SHORES, TSE NOES: NONE ABSENT. HORAN RECUSED: NONE i .f i Secr ary EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, and Variance 14 Channing Road Effective June 7, 2024 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 8, 2024, sheets A2.0 through A9.0 and site survey; 2. that the following design elements shall be incorporated into the project and reviewed by Planning Division staff; if any of the design elements are not incorporated, then an application for Amendment to Design Review shall be required: that trim paneling be added below the sidelites adjacent to the front door so that the sidelites appear to extend to the floor; ■ that additional roof eave brackets be added around the house to balance out the one roof eave bracket at the front of the house; ■ that an additional step be added to the stoop at the front of the house so that the entry level at the front door is similar to the that of the front stoop; 3. that no portion of the walls, windows, or doors shown as 'saved' on the demolition plan on Sheet A2.0 shall be removed during construction; if any wall studs or foundation are removed during construction (including cutting or sistering studs and removing or rebuilding the foundation, then construction must stop and the project must return to the Planning Commission for approval of a Design Review Amendment and Front Setback Variance to the first floor wall for a new house; 4. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 5. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 6. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 7. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 8. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, and Variance 14 Channing Road Effective June 7, 2024 Page 2 9. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 10. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 11. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 12. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; 13. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. ARJUN DUTT & RITU VOHRA 14 CHANNING RD B U RL I N GV I EW, CA. 94010 ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA SHEET INDEX (*) = FUTURE BUILDING SHEETS & And EXH Exhaust PBD Particle Bd. T1.0 TITLE PAGE APN #: :029-303-180 MECHANICAL +ELECTRIC DRAWINGS d Penny EXP Expansion PFB Prefabricate(d) Duplex convenience outlet &plate GN (*) ME2.0 MECH. + ELECT PLANS GENERAL NOTES Angle EXPO Exposed PL Plate (line)F Floor convenience outlet LOT AREA: : 5,761 SQ. FT. CG CAL GREEN (*) ME3.0 MECH. + ELECT. CUTSHEETS @ At EXT Exterior PLAS Plaster 0 GRID LINE REFERENCE GFI duplex convenience outlet SW CONSTRUCTION BEST MANAGEMENT PRACTICES (*) ME4.0 TITLE-24 C Center line FBO Furinshed by PLYWD Plywood Fourplex outlet E FAR: SW2 STORMWATER MANAGEMENT DETAILS (*) ME4.1 TITLE-24 CONT. O Dia. or round Owner PNL Panel in BLDG &WALL SECTION REFERENCE ( g) FAR EXISTING FAR Arrow indicates direction of view Duplex conv. outlet, 1/2 hot, 1/2 switched E 1ST FLOOR - 1 421 SQ. FT. Perpendicular FDN Foundation PNT Paint(ed) 220v ( ) FAR2 PROPOSED FAR Letter indicates building section T 220V amerage as per equipment (E) 2ND FLOOR - 266 SQ. FT. STRUCTURAL DRAWINGS # Pound or No. FIN Finish PR Pair - �, 1 OF 1 EXISTING SITE SURVEY * Sheet number WP (E) GARAGE- *713 SQ. FT. () - - FL Floor (line) PRCST Pre Cast � GFI/W.P. weatherproof outlet DETAIL REFERENCE TOTAL - 2,000 SQ. FT. A1.0 PROPOSED SITE PLAN AB Anchor Bolt FLASH Flashing PT Pressure Treated Number indicates wall section Flush mounted floor & ceiling outlet LANDSCAPE DRAWINGS ABV Above FLOUR Fluorescent - ' Junction box ARCHITECTURAL DRAWINGS L1.0 RESIDENTIAL LANDSCAPE PLAN N FAR: AC Asphalt Conc. FLX Flexiable QT Quarry Tile sheet number ACOUS Acoustical FOX Face of Conc. EXTERIOR ELEVATION REFERENCE Television outlet A2.0 EXISTING + PROPOSED FIRST FLOOR PLAN L2.0 RESIDENTIAL FOLIAGE LANDSCAPE PLAN Arrow indicates direction of view (E) 1ST FLOOR - 1,428 SQ. FT. A2 1 EXISTING + PROPOSED SECOND FLOOR PLAN ADH Adhesive FOF Face of Fin. R Riser � Telephone outlet & plate 0 (N) 2ND FLOOR - 1,368 SQ. FT. A2.2 EXISTING +PROPOSED ROOF PLAN ADJ Adjustable FOX Face of Stud RAID Radius Sheet number Flood light (E) GARAGE- *324 SQ. FT. A3.0 EXISTING + PROPOSED FRONT AGG Aggregrate FO Finished Opening REINF Reinforce AL Aluminum FPL Fireplace RELO Relocate A INTERIOR ELEVATION REFERENCE} Ceiling fixture (N) ADU - *388 SQ. FT. A3.1 EXISTING +PROPOSED REAR ELEVATION AP Access Panel FTG Footing REMO Remove A Arrow indicates direction of view Wall light (N) 1ST FLOOR - 144 SQ. FT. A3.2 EXISTING + PROPOSED LEFT ELEVATION APX Approximate FURR Furring REQD Required D . B Letter indicates building elevation TOTAL - 2 940 SQ. FT. A3.3 EXISTING + PROPOSED RIGHT ELEVATION pp g q Porclein recepticle w/ pull chain FUT Future RESIL Resilent Sheet number Indirect A4.0 PROPOSED BUILDING SECTIONS BD Board RO Rough Opeing o� Indirect cove lighting E LOT COVERAGE: A4.1 PROPOSED BUILDING SECTIONS TITLE SYMBOLS Recessed ceiling can lights �� G2.0 EXISTING/ PROPOSED GARAGE & ADU BEL Below GA Gauge RWD Redwood Number indicated elevation, wall section � (E) 1ST FLOOR - 1,536 SQ. FT. BLK Block(ing) GALV Galvanized Gor detail 4" recessed low voltage w/ directional trim A5.0 CONSTRUCTION DETAILS BM Beam GB Grab Bar SSD See Struct. Dwg. Sheet number (E) COVERED PORCH - **192 SQ. FT. A9.0 FINISH, APPLIANCE, AND DOOR + WINDOW SCHEDULES BOT Bottom GI Grab Iron SH Shelf Recessed ceiling light (E)GARAGE- 438 SQ. FT. BRK Brick GL Glass/Glazing SHR Sheathing ❑ EXT. DOOR & WINDOW SYMBOL FAN Waterproof ceiling fan/light & plate TOTAL - 2,166 SQ. FT. FIRE DEPARTMENT NOTES: BS Both Sides GR Grade (Ground) SIM Similar Indicates door & window number T Recessed waterproof exterior up light BTWN Between GYP Gypsum SLR Sealer INTERIOR DOOR SYMBOL Single pole switch (N) LOT COVERAGE: 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE MAIN HOUSE, UNDER A SEPARATE PERMIT. SPEC Specification T Indicates door number co 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY CAB Cabinet HBD Hard Board SQ Square 3 way switch (E) 1ST FLOOR - 1 428 SQ. FT. VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR BACKGROUND. CEM Cement HD Heavy Duty SLID Standard REVISION SYMBOLS Switch w/ dimmer (E)GARAGE- 324 SQ. FT. 3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL CONTRACTOR CER Ceramic HDR Header S. STL Stainless Steel Cloud around revision Door activated switch (N) ADU - *388 SQ. FT. SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY CI Cast Iron HWD Hardware COLOR /MATERIAL SYMBOL Motion detector (N) 1ST FLOOR - 152 SQ. FT. ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. � CLG Ceiling HOR Horizontal SUSP Suspended 0� TOTAL - 1,904 SQ. FT. 4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE OF THE CLKG Caulking SYM Symmetrical Number indicates color and / or material Timer (switch) BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE LOCATION OF CLR Clear TNT Interior ROOM REFERENCE >� Vacancy sensor w/ dimmer "manual on" THE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN DOMESTIC AND FIRE CMU Conc. Mas. Unit INSUL Insulation T Tread BED RIM Room name Vacancy sensor "manual on" PROTECTION LINES. number ZONING: R1 5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS LESS THAN CNTR Counter TB Towel Bar 203 � Room � Weatherproof switch USE OF BUILDING: RESIDENTIAL COL Column JST Joist TEMP Tempered 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT COMPO Composition JT Joint T&G Tougue & Groove MATCH LINE, SHADED SIDE IS Countertop air switch OCCUPANCY: R3 MAY BE REDUCED BY 50% CONC Concrete THRU Through CONSIDERED Doorbell pushbutton TYPE OF CONSTRUCTION: V-B 6. MIN. 1" WATER METER REQUIRED. CONN Connect(ion) LAM Laminate TOS Top of Surface WORK, CONTROL, OR DATUM POINT Chime NUMBER OF (E/N) STORIES: 2 7.IFAN ELECTRONIC GATE CROSSES THE DRIVEWAY, PROVIDE A KNOX KEY SWITCH CONNECTED TO THE GATE TO ALLOW FOR FIRE CONST Construction LT Light TPD Toilet Paper PROPERTY LINE © NUMBER OF (E) DWELLINGS: 1 DEPARTMENT EMERGENCY ACCESS. CONT Continuous LVR Louver Dispenser Smoke detector PARKING: (E) 1-COVERED CPT Carpet TYP Typical SETBACK LINE Thermostat SPRINKLERS: (N) SPRINKLERS BUILDING + PUBLIC WORKS NOTES: MAS Masonry � Special outlet DBL Double MC Medicine Cabinet UON Unless Otherwise �a EXISTING CONTOURS s Instant start florescent Tight CONSULTANTS 1. PUBLIC WORKS REQUIRES A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASE DEMO Demolish MECH Mechanical MECH Noted -- 6"ETA " CONTACT PUBLIC WOKRS @ 650.558.7239 Landscape light DF Douglas Fir MEMB Membrane UNF Unfinished T 2. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED, NOTE: AN INITIAL FIELD INSPECTION IS DIA Diameter MFR Manufacturer 92 NEW OR FINISHED CONTOURS Electrical panel board DESIGNER TITLE 24 REQUIRED PRIOR TO START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY) DIAG Diagonal MIR Mirror VERT Vertical / �, Existing FORM + ONE DESIGN RICK ROCKLEWITZ 3. THE CERTIFICATE OF OCCUPANCY WILL BE RESCINDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY '� E CONTACT: TIM RADUENZ NRG COMPLIANCE INC. DN Down MNT Mounted) VG Vert. Grain Delete existing 4843 SILVER SPRINGS DR. P.O. BOX 3777 WILL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NO OCCUPANCY OF THE BUILDING IS TO OCCUR UNTIL A NEW DR Door MTL Metal .�• TOP OF WALL DE PARK CITY, UT. 84098 SANTA ROSA, CA. 95402 CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. p lace existing DS Down Spout WB White Brothers ��. RE RepP: 415.819.0304 P: 707.237.6957 SCOPE O F WORK DRA Drawer NIC Not in WD Wood G G Gas outlet E: tim@formonedesign.com Contract WDW Window A, - TOP OF CURB STRUCTURAL ENGINEER Hose bib EA Each NTS Not to Scale WI Wrought Iron ro HB OWNERS JESSE REONARDY ('' . REMODEL OF (E) FIRST FLOOR (out) N� CD Ceiling/floor supply register MR. ARJUN DUTT 4888 CLAYTON RD. 24 EL Elevation W/O With out Q TOP OF PAVEMENT � MRS. RITU VOHRA CONCORD, CA. 94521 2. ADDITION TO REAR OF (E) HOME ELEC Electrical O/ Over WP Waterproof RFD Ceiling/floor return register 14 CHANNING RD. P: 415.533.1244 3. ADDITION OF SECOND FLOOR TO (E) HOME ENCL Enclosure OC On Center WR Water Resistant Wall diffuser BURLINGAME, CA. 94010 4. CONVERSION OF PORTION OF (E) GARAGE TO (N) ADU EQ Equal OPNG Opening WSCT Wainscot ARBORIST T.V./Computer Outlet FIXTURE OR EQUIPMENT SYMBOL SURVEY KIELTY ARBORIST SERVICES EQPT Equipment OPP Opposite c Ew Each Way v Central vacuum inlet SAVIOR P. MICALLEF P.O. BOX 6187 VICINITY MAP LAND SURVEYING SAN MATEO, CA. 94403 (EX) Existing P Plastic G Automatic garage door switch 421 WILDWOOD DR. P: 650.532.4418 PAR Parallel Alarm control keypad S. SAN FRANCISCO, CA. 94080 A P: 805.709.2423 SOILS ENGINEERGEOFOUNDATIO129-30 MATERIAL SYMBOLS APPLICABLE CODES 486CHE SEAXININC. LANDSCAPE DESIGNER 486 CHELSEA XING i"= f�' ALISON CHU SAN JOSE, CA. 95138$ ARCUS HOUSING P: 408.710.6701 Bituminous paving Metal Sand/ Mortar/ Plaster 2022 California Building Code 433 AIRPORT BLVD. STE. 105 I L p g g BURLINGAME, CA. 94010 L I L Batt insulation Metal Lath I Wood frame construction 2022 California Residential Code E: arcushousing@gmail.com 2022 California Plumbing Code aarST€R av_ C.- .-.I. \ /.. n n _._i_ i _ f i'! _ C. .�+: ... ..+.- ..+:.. w w w 40b .39!} 2p0 - fOQ 10 2022 California Mechanical Code Stone Veneer = = = = = Earth C = Existing const. removed 2022 California Electric Code Concrete Wood 777 Precast concrete 2022 California Energy Code gy WALL FINISH: (N) STUCCO, PAINTED & (N)HORIZONTAL 2022 California Fire Code WOOD SIZING W. MITERED Concrete Block Steel Rigid insulation CORNERS 7Q7, g a$ oQoaaGravel / Rock fill 1 Plywood Gypsum board CITY OF BURLINGAME MUNICIPAL CODE ROOF: CLASS A, ARCHITECTURAL ASPHALT 2022 California Green Building Standards Code SHINGLES &CLASS A, STANDING SEEM METAL CAL GREEN BUILDING CODE CHECKLIST: Single Family to be attached to jobsite building set ROOFING - CAL GREEN BUILDING MEASURE WINDOWS: (N) SIERRA -PACIFIC WOOD/CLAD WDS. + DRS., SIMULATED DIVIDED 1. A MINIMUM OF 65% OF THE NON- HAZARDOUS CONSTRUCTION + DEMOLITION WASTER GENERATED AT THE SITE WILL BE CONSTRUCTION HOURS LITES, PUTTY SDL DIVERTED TO AN OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER CITY OF BURLINGAME ORDINANCE + 2022 CGC §4.408 2. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2022 CGC §4.410.1 3. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, 1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER DEFERRED S U B M I TALS �- SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENT. 2022 CGC §703.1 OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTED_ 4. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WIL BELOW. 1. STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT (PRIOR BE COVERED W/ TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE TH CONSTRUCTION HOURS TO PERMIT ISSUANCE) (INITIAL FIELD IS REQUIRED BEFORE START CONSTRUCTION) AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1). WEEKDAYS: 8:00 A.M. - 7:00 P.M. 2. SEWER BACKWATER PROTECTION CERTIFICIC ATE T 2 av 3 ee 4 as liner Ar 'E� �sr lfi� f3 7 22 9 Oil 0 . 2T 4 109 e t --r8 20 3 10 g & x fT T6 72 - g r1s• .7 16 i5 14 f3 a ` 16 - - 10 W 14 « k 46i :f$ .e 0 � O 4! 4 5 J 2 3 1 5 2d 2E E 6 E =28' 23 7 ; T_. 3: a , 22 a a r 8 T9 r� i2 12 a TT f6 �Vy Leo- �..4 44 3 '00 # ar - 6 s W W $ fes - x 22 8 2f 8ce r l 20 10 :3tt z it ' i4 10 tfr 7& r5 i2 - f3 :f7 r 76 T5 r4 13 ffi 1 2 .. A $ t 24 24 6 L, 8 23 7 C, 22 a s = ti a .44 20 10 G T$ R i8 W 12 'T$ 3k .x f7 f6 is f f4 13 V B w mr V 3 4 4 !C 5 t8 4 f 31 z' 0� 2-' A• W v !z: ,rest 8 23 7 •Y R 22 6 8: s R 2f 0 Ls: + $ 20 10 fi f!i!T g � i4 tf ,!i a R 1T fs ii]•' 12 .z� tfi t7 77 f6 i5 i4 13 z SATU RDAYS: 9:00 A.M. - 6:00 P.M. (FINISHED BEFORE ISSUANCE) 40 �0Q "'� '� 2W fw M 3. RECYCLING & WASTE REDUCTION FORM (FINISHED BEFORE ISSUANCE) FEM1f NSULA AVE. HIDDEN CONDITION NOTES SUNDAYS AND HOLIDAYS: NO WORK ALLOWED 4. SEWER LATERAL TEST ENCROACHMENT PERMIT (FINISHED BEFORE ISSUANCE) (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS) 5.BAAQMD J-NUMBER (FINISHED BEFORE ISSUANCE) 1. Any hidden conditions that require work to be performed beyond the scope of the building permit issued 6. PREMANUFACTURED ROOF TRUSSES (CBC 1603.1) SITE CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS 7. AT TIME OFBUILDING SUBMITTAL: AN EROSION CONTROL PLAN AND for these plans may require further City approvals including review by the Planning commission. STIPULATE ON DRAWINGS THE REMOVAL AND REPLACEMENT OF AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M. SIDEWALK, CURB, GUTTER, SEWER LATERAL, + WATER LINE TO THE PUBLIC IYONAh4 HOAG SLUADM&Gh RSM4'29 WORKS DEPART. - ASSFSSOfiS lUPCOIRl1T' OF S4HAW TE0_ GIGF N 00 ! ,iNm�Ln�_o 0 0 0 0 0 0 a0 0 0 0 0 0 P E-1 i i TW/' U) U) 00 H I -I Q J a U Sa C 0 U 0 00 I c� 0 r� 4 I o u H Cam] mq)o 0 r �, .. a, . . ?4 u x H U] Q a) � I a 0 �' <�m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form, one DESIGN ■ PLANNING M N N 0 CD 0 o Q) � Q a1 N z F W El E U� O H 3 W U? I -I U NI y� N N 4J o E w T100 Sheet Scale: See Details MECHANICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA MECHANICAL CODE (CMC) AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. MECHANICAL CONTRACTOR TO ACCEPT SOLE RESPONSIBILITY FOR PROPER DESIGN AND INSTALLATION OF MECHANICAL SYSTEM. SEE MECHANICAL DWGS. BY OTHER FOR SPECIFIC INFORMATION. 3. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO DESIGN AND INSTALL SUITABLE DISTRIBUTION SYSTEM PER TITLE 24. MECH. CONTRACTOR TO FIELD VERIFY AND DETERMINE SIZE AND CONFIGURATION OF DUCTS AND REGISTER. SEE SHEET INDEX FOR LOCATION OF TITLE 24 CONFORMANCE WORKSHEETS AND ENERGY COMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS LOCATED IN ATTIC SPACE SHALL BE PLACED AS CLOSE TO PERIMETER AS POSSIBLE SO AS NOT TO INTERFERE WITH USEABLE ATTIC STORAGE SPACE. 4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND IS SHOWN FOR DESIGN INTENT ONLY. 5. PROVIDE COMBUSTION AIR SUPPLY TO GAS FIRED APPLIANCES BY COMBUSTION AIR DUCTS PER (CMC) & CPC. VERIFY DUCT SIZE WITH MANUFACTURER'S SPECIFICATIONS. 6. FURNACES OR BOILERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE (CMC) 7. PER CMC, COMBUSTION AIR DUCTS FROM THE ATTIC SHALL BE LOCATED WITHIN THE UPPER AND LOWER 12 INCHES OF THE ENCLOSURE. DUCTS SHALL BE SEPARATE AND SHALL NOT BE OBSTRUCTED. 8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS AS REQUIRED BY CMC. WATER HEATERS TO BE SECURED WITH A MINIMUM OF 2 STRAPS, ONE EACH TO BE LOCATED IN THE UPPER AND LOWER THIRD OF THE UNIT. 9. UNDERCUT ALL INTERIOR DOORS (AS APPROPRIATE) FOR AIR RETURN CIRCULATION TO VENTS, TYPICAL OF INTERIOR CONDITIONED SPACES. 10. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. ALL FIXTURES TO BE SELECTED (OR APPROVED) BY OWNER. 12. EXHAUST FANS IN LAUNDRY AND BATHROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. EXHAUST FAN VENTS MUST TERMINATE A MINIMUM OF 3 FEET FROM ANY OPENINGS INTO THE BUILDING AND BE PROVIDED WITH BACKDRAFT DAMPERS. 13. AT NEW FORCED AIR FURNACE INSTALLATIONS PROVIDE 3' MIN. WORKING SPACE ALONG EACH SIDE (WITH A TOTAL OF AT LEAST 12" ON BOTH SIDES COMBINED), BACK AND TOP OF FURNACE. 14. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. PLUMBING NOTES: 1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED) BY OWNERS. 3. ALL NEW WATER CLOSETS SHALL BE 1.28 GALLON/FLUSH MAXIMUM. 4. NO DISHWASHER MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIR -GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR DRAINBOARD, WHICHEVER IS HIGHER 5. (E) ON -DEMAND SYSTEM, CONFIRM WITH OWNER ELECTRICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. 2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED AT CRAWL SPACES AT OR BELOW GRADE, AND OUTDOORS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER (G.F.C.I.) PROTECTION. ALL RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER (G.F.C.I.) PROTECTION. 3. SMOKE DETECTORS SHALL BE INSTALLED PER CBC. A DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. A DETECTOR SHALL BE INSTALLED ON EACH LEVEL OF A MULTI -STORY DWELLING, INCLUDING BASEMENT LEVELS. IN SPLIT-LEVEL OR MULTI -LEVEL FLOORS, A SMOKE DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. WHEN THE VALUATION OF AN ADDITION OR REPAIR EXCEEDS $1,000.00, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN AN EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR NEW DWELLINGS. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTING BUILDINGS, OR IN BUILDINGS WITHOUT COMMERCIAL POWER, OR IN BUILDINGS WHICH UNDERGO ALTERATION, REPAIRS, OR ADDITIONS REGULATED AS OUTLINED ABOVE. 4. TELEPHONE OUTLETS TO BE PREWIRED BY SUBCONTRACTOR. CONTRACTOR TO COORDINATE AS REQUIRED. VERIFY LOCATION OF ALL TELEPHONE OUTLETS WITH OWNER PRIOR TO INSTALLATION. 5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES, ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE MAINTAINED AT LEAST 24 INCHES APART. 6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED 12 FEET MEASURED HORIZONTALLY ALONG THE WALL. 7. PER CEC, AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN EVERY HABITABLE ROOM; IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGES, AND DETACHED GARAGES WITH ELECTRICAL POWER, AND OUTDOOR ENTRANCES OR EXITS. 8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. CLEARANCES SHALL BE AS FOLLOWS: A. SURFACE MOUNTED INCANDESCENT FIXTURES - 12" B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6" 9. ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDING NECESSARY TEMPORARY POWER. 10. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND SWITCHES WITH OWNER PRIOR TO INSTALLATION OF ROUGH ELECTRICAL. 11. ALL ELECTRICAL HANGING FIXTURES TO BE SELECTED AND PURCHASED BY OWNER. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 13. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER PER 2022 CALIFORNIA ENERGY CODE AND RATED IC OR APPROVED EQUAL MEETING UL RATING OR OTHER TESTING /RATING LABORATORIES RECOGNIZED BY THE ICC. 14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY. NEW ELECTRICAL SHALL BE DESIGN -BUILD. NEW ELECTRICAL WORK SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND APPLICABLE CODES, STANDARDS AND REGULATIONS FOR BUILDING LIFE SAFETY, EMERGENCY, EGRESS AND NIGHT LIGHTING. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE PERMIT. ELECTRICAL CONTRACTOR TO PROVIDE COMPLETE DESIGN -BUILD ELECTRICAL SYSTEM AS REQUIRED TO PROVIDE THE (NEW) SERVICE SHOWN (SCHEMATICALLY) ON THE DRAWINGS. GENERAL NOTES: ALL WORK SHALL COMPLY W/ THE 2022 EDITION OF THE CA. BUILDING CODE AND ALL OTHER CODES AND REQUIREMENTS, IN THEIR MOST RECENT EDITION INCLUDING THE FOLLOWING: 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES AND TRANSPORTATION NECESSARY FOR A COMPLETE AND PROPER EXECUTION OF THE WORK IN AN ACCEPTABLE INDUSTRY'S STANDARDS. CONTRACTOR IS TO OBTAIN ANY REQUIRED PERMITS FOR THIS OR HER WORK. 33HE MIN. ACCEPTABLE QUALITY OF MATERIALS, WORKMANSHIP, AND METHOD OF INSTALLATION SHALL MEET THE FOLLOWING CRITERION: CONFORM TO THE AMERICAN NATIONAL INSTITUTE STANDARDS WHERE SUCH STANDARDS EXISTS. 4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL ELECTRICAL, PLUMBING, AND FIRE PROTECTION WORK REQUIRED BY THE BUILDING DEPARTMENT. 5. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION OF BID TO REVIEW SCOPE OF WORK, DEMOLITION, ETC. 6. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER FOR REVIEW. 7. DIMENSIONS ARE TO FACE OF FRAMING, UNLESS OTHERWISE NOTED, (U.O.N.) 8. DIMENSIONS NOTED CLEAR (CLR.) ARE NOT ADJUSTABLE WITHOUT APPROVAL FROM THE DESIGNER. 9. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. 10. CUTTING AND DEMOLITION SHALL BE DONE BY METHODS, WHICH WILL AND WILL NOT JEOPARDIZE STRUCTURAL INTEGRITY OF EXISTING CONSTRUCTION AND WILL NOT DAMAGE PORTIONS TO REMAIN. 11. CONTRACTORS SHALL REMOVE, CUT, CAP, AND REPAIR, AS NECESSARY, ANY UTILITIES. INCLUDING BUT NOT LIMITED TO: ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE SPRINKLERS, WHERE PARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE NO LONGER OPERATIONAL OR IN SERVICE. ALL OTHER EXISTING UTILITES ARE TO REMAIN FULLY OPERATIONAL. 12. IN GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN ALL MATERIALS AND EQUIPMENT REMOVED FROM THE PROJECT. ANY ITEMS OR MATERIAL NOT DESIRED BY THE OWNER ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST PROTECTION AND/OR BARRICADING REQUIRED TO PROTECT ADJACENT SPACES AND EXISTING FINISHES. CONTRACTOR OS RESPONSIBLE TO REPAIR ANY DAMAGES CAUSED BY CONTRACTOR OR THEIR SUB -CONTRACTORS. 14. PATCH AND REPAIR ANY DAMAGES TO FLOORS, WALLS, CEILINGS, HARDWARE, FIXTURES, WINDOWS, ETC. AS A RESULT OF THE DEMOLITION PROCESS. MATCH EXISTING ADJACENT FINISHES AS CLOSELY AS POSSIBLE. 15. IF ANY QUESTIONS ARISE TO THE INSTALLATION OF ANY MATERIALS AND/OR EQUIPMENT, OR WITH THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL CLARIFY THE QUESTIONS W/ THE DESIGNER BEFORE PROCEEDING. NO SUBSTITUTIONS SHALL BE MADE W/O THE DESIGNERS AND OR OWNERS APPROVAL. 16. TOTAL THICKNESS OF NEW WALLS SHALLMATCH THAT OF ADJACENT WALLS. 17. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ITS PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATION, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING REPAIRING, AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGE IN EXECUTION OF WORK, SHALL BE DONE W/ APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 18. ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB ANY OTHER TENANTS IN THE BUILDING. ANY WORK THAT WILL DISTURB ANOTHER TENANT, ABOVE OR BELOW, OR IN THE FLOOR, SHALL BE PERFORMED MOST EXPEDITIOUSLY AND THE DISTURBED TENANT SHALL HAVE FULL USE OF THE PREMISE. 19. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE W/ JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. ANY CUSTOMARY AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED AND REQUIRED TO COMPLETE PROPERLY THE WORK OUTLINED SHALL BE FURNISHED, EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATION. 20. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION CLEAN-UP, DURING AND FINAL. 21. THE AMERICANS WITH DISABILITIES ART (ADA) IS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT THE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE ADA AS IT APPLIES TO THE SUBJECT PROJECT. IT IS NOT IN ANY WAY A WARRANTY OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY OR ALL POSSIBLE INTERPRETATIONS OF THE ADA BY OTHERS. C 0 .d M N co N Q 000000 ao00000 P E-1 W W U) 00 H H Q D J r� a U C 0 U 0 00 I c� 0 c� I o w 0 o � . 4� C am] �o o Qu C� x n 4 3 }-A v� � N O O 0 <-rn rNa 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form, one DESIGN ■ PLANNING N 0 N M O 0 0 o 4J m Q V 1 I� \ �4j_4 0 H ram- ct N iU) H U rN N N GN Sheet Scale: See Details 0 nn�1 W r N M d' Ln lO O O O O O O O O O O O O P W w U) r) 00 H H Q .. H ° � a JJ U ro G O U M� W O 4-I O rl ro b N � 4� O n rn N u . vz .. 2 U �3 N $4 Ui x H (/] Q-I N � c� a s4 -H G U (2. ro r� 41 �(1 o 1�1 M >1 N 'A 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING N 0 N M O O 0 O 4J Q m V 1 N W ^ I� F J� H H H 4� O 3 rn �.J U) H ct U 4% 4� O a� O E w h CG Sheet Scale: See Details SAN MATED COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rant is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dtimpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. they apply to your project, all year long. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform maj or maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 952-7550 (24 hours). Earthmoving \ KMiqwn s -- ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater ninoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering W 0 r'1 r ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. rl N m j' Ln -o 000000 a0 0 0 0 0 0 F- E♦ U)in 00 H H Q .. H r� a U U ro 0 U 0 00 H i 0 i o C o rn �. m �o o �3'aU -C� �. m z w w U .. 2 �3 N z rn 'A U) a QI U U U a � .H c U x ror� V o rn >1 N 'A 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form + one DESIGN ■ PLANNING N 0 M 0 0 0 0 4J � Q rn SW z W Q El 3 Q N N O D Sheet Scale: See Details TRAPPED SILT BASIN, AS REQUIRED 12" THICK LAYER OF 3/4" - 2 1 /2" WASHED DRAIN ROCK BETWEEN THE PIT LINING AND THE EARTH WALL, AND UP TO THE LID 1. Sizing: See adjacent table to size the drywell(s) based on impervious area. 2. Siting Criteria: The base of the drywell must be at least 5' above seasonal high groundwater. 3. Setbacks: Measured from the center, the drywell must be 10' from foundations and 10' from property lines except next to the right-of-way where no setback is required between the edge of the drywell drain rock and the property line. The foundation setback is 8" for plastic mini-drywells. 5. Access: In residential settings, an access cleanout is optional but highly recommended. 6. Pre -Treatment: A trapped silt basin such as a sumped catch basin is required except for drywells managing roof runoff and runoff from pedestrian -only areas. 7. The top of the perforated drywell sections must be lower than neighboring foundations. 2' MIN. Maximum Catchment Area Managed Drywell Depth by One Drywell 28" diameter 48" diameter 5' 1000 sf 2500 sf 10, 2500 sf 4500 sf 15' 3500 sf 5000 sf 2x2 plastic mini- drywell (maximum 500sf of 2 drywells per catchment) CONSTRUCTION REQUIREMENTS Smearing the soil surface during excavation can limit infiltration rates. If smooth excavation tools are used, roughen the sides and bottom of the excavation with a sharp pointed tool. Remove loose material from the bottom of the excavation. DRYWELL (RECOMMENDED DETAIL) TRAPPED SILT BASIN, AS REQUIRED 6U6�J6U6U13U51;Z7U6 1. Siting Criteria: The base of the soakage trench must be at least 5' above seasonal high groundwater. 2. Sizing: 1'-6" tall, 2'-6" wide minimum. 25 square feet of trench per 500 square feet of catchment area. 3. Setbacks: Measured from the edge, the soakage trench must be 10' from foundations and 10' from property lines, except next to the right-of-way. 4. Pre -Treatment: A trapped silt basin such as a sumped catch basin is required except for soakage trenches managing roof runoff and runoff from pedestrian -only areas. 6. The top of the soakage trench must be lower than foundations, including basements within 10 feet of the soakage trench. CONSTRUCTION REQUIREMENTS (�FOTInNI FILTER FABRIC TO BE PLACED ON SIDES AND ENDS. FOLD OVER AND COVER PERF PIPE AND DRAIN ROCK. ��view - 12" MIN. 2'-10" 2 -6 GREEN TRACER 3/4" - 2 1 /2" MIN. LINE ON PIPE WASHED DRAIN ROCK The outline of the facility must be clearly marked before site work begins to avoid soil disturbance. Use of heavy equipment should be minimized within 10 feet of soakage trench areas. The bottom of the soakage trench and the perforated pipe must be level. Clay check dams may be used to prevent water from collecting near the downstream end. Smearing the soil surface during excavation can potentially limit infiltration rates; if smooth excavation tools are used, roughen the sides and bottom of the excavation with a sharp pointed tool. Remove loose material from the bottom of the excavation. SOAKAGE TRENCH LINE TRENCH SIDES WITH PERMEABLE FILTER FABRIC AS SHOWN, ADD 18" OF DRAIN ROCK. PLACE PERE PIPE AND COVER ALL. c is INS;F LL SY RAW ROLLS IN A TREND F 1, 2' TO 4' DEEP, DUG Oft LEVa DDNTMR.% IF VOR.E THE! ONE STRAW ROLL LENOTN •10 NEEDED IN A :ROW. T-Ha ROLL6 2HALL BE IDVEF V. N*T �WIJTTW SEDIMENT AND ORdMNIC MATTER ARE CAfYTLIREa REHI N� TWE ROLLS USE eY6''NOOD STAKFS MINI N1L111 24" LONG R' MIALlr: Tr. R MIN. PO" OIA-ME 1 hJ3 MIN. SMALL RE USEC AT TOL O. SLOPES CREAT ER £AAN 5;1 a ID7 ES: ��v 1. INSYALL SUCH 7-HAT =;WN0FF'NILL NOT BE A=LCWED —0 RAN UNDER OR ARID ERUCL. TURN FN UP �L To PRP� T SIT R,!Nc'_r r"ROM 00I NQ %0 RQL L . 2, SPACE 8 1 RAW BOLLS AS F OLLOft& * SLOPE OF q:1 OR FL.ATT ER = 21) F = ='r AP kRI * tiL OPE S TW;_--EN 4:1 AND 2: = _ s F = ET APART ■ SI 0Pr-_ 2:1 0RSRF ATr R = 1 it rr r— AP�%:RT 1 IN �,l -I=C I ANO R LPAIR S� RAVQ ROLLS Al- I ER LAC 1 :9 T 13MV. EVEN T AP40 REMOVE SMIMENT WRE M NEC-EKARY. REMOVED SEDIMENT TALI. E E DEPOa rTED TO AN AREA THAT WILL INCT CONTRI8 UTE SEDIMENT OFT -SITE, 4, IN L IEU OF SIRAW ROLL IN97AILLAI ICY%J AROUND PROJR-CT PER Ih1E TEN. CON `FiA-C11g HAE1 OPTIOK TO PRESERVE A NATURAL VE,�E-A T ED BUFFER 3 E00' III NIMUM I N VgI'__)Tti OR A 01 INC6 �-. 101-h BERM. STRAW ROLL DETAIL Scale: N.A. ,m DRYWELL WITH STANDPIPE C 0 .H a 0 0 +1 0 E U) 14 0 U � a Q ri N [h j' Ln �_o O O O O O O O O O O O O E-i E-1 U 00 H H Q .. H JJ � a U U ro G 0 U 0 00 H RAIN TO I CD IUM DRAIN o w I" COVER(OP GRADING 4� o \N RO I M q � a U U .. 2 3 N � z rn 'A U) x QL4 U c U a ro� V o in >1 N 'A 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM 3RATE FILTER '8" O.D.)) DPE PIPE JSHED, ROCK cax form + one DESIGN ■ PLANNING 0 H 0 d" rn bD U � H U) H U U a SW2 N N 0 0 4J Q N N 0 D Scale: N.A. Scale: N.A. Scale: N.A. Sheet Scale: See Details IT'T�ZT N N N N N \ \ \ \ \ N O O OJ r r N M N M M W W W W W M M M M M 2 1z 1z 1z 2 00000 w a, a, a, w M M M M M W W W W W --I N M �' Ln lO O O O O O O O O O O O O E-1 �F, V 1 lA 00 H H Q .. H �4 �D ° r� a U Ili C U CD W I M O M 4 I o w o � . � o O U , o a =4= z �, m H c n Q-I N '� U �l -rl M �I 3 Z) O O O FC rl W > N 11 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FOPMONEDESIGN.COM form + one DESIGN ■ PLANNING M N O N M O O U O Ct C Ll N W a rd \ H Oro . U) x H W �4 N T o 0 o F- a h FAR Sheet Scale: See Details UP 3R I " I — I o o I — I — I r--- I ILL Al I I I II-----L-------J--- -L-------- L-------- L�----------------J �I— J ---------------- BA 19 11 'II 11 II ----- III V I AI i i I I i I I 11 I I I I fit- rtr-. I II II ---y----H-- ; I i I I� I ESL_ i' .1,428 SQ. Fr. FAR CALC. 1 ST FLOOR Scale: 1/4 = V-0" FP. 8 SQ. FT. C. 25 SQ. FT. FAR CALC. 2ND FLOOR Scale: 1/4 = F-0" m II II II II LI0 I �I II II II II GR. 324 SQ. FT. FAR CALC. (E) GARAGE ELECT. I I I'S.o�l " LL � — I ADU. I 388 II SQ. FT. Scale: 1/4 = V-0" DETAILS: APN: 029-042-100 LOT SIZE: 5,761 SQ. FT. MAX ALLOWABLE FAR: FAR = LOT SIZE X 32% + 1,100 = LIVEABLE SQ. FT. (PLUS UP TO AN ADDITIONAL 400 SQ. FT. FOR DETACHED GARAGE AND OTHER ACCESSORY STRUCTURES) 5,761 SQ. FT. X 32% + 1,100 = 2,943 SQ. FT. MAX ALLOWABLE LOT COVERAGE: LC = LOT SIZE X 40% = ALLOWABLE LOT COVERAGE 5,761 SQ. FT. X 40% = 2,304 SQ. FT. COMPLETE FAR: uiLOCATION Q FAR LOT COVERAGE SQ. FT.: SQ. FT.: REMARKS: A 1,428 1,428 EXISTING U- B 119 119 ADDITION z a C 25 25 ADDITION (1-STORY) ONLY FP 0 8 (N) FIREPLACE SUBTOTAL: 1,572 1,580 D. 1,371 - 0 z N SUBTOTAL: IQ,371 GR 0 324 (E) GARAGE of ADU 0 0 (E) GARAGE" CONVERTED TO ADU SUBTOTAL: 0 324 LC TOTAL: 1,904 SQ. FT. MAX LC = 2,304 FAR TOTAL: 21943 SQ. FT. MAX FAR = 2,943 BMC 25.30.060(C)(2)(b): COVERED PORCHES OR DECKS ON THE FIRST FLOOR TOTALING 200 SQ. FT. OR LESS WHICH FACE A STREET AND ARE NOT LOCATED ON THE REAR OF THE DWELLING. ** BMC TABLE 25.10-4: INTERIOR LOTS WITH DETACHED GARAGE- FLOOR AREA RATIO CALC SHALL BE 32% PLUS 1,100 SQ. FT., PLUS UP TO AN ADDITIONAL 400 SQ. FT. FOR DETACHED GARAGE AND OTHER ACCESSORY STRUCTURES. *** BMC 25.30.060(C)(2)(h): NON -HABITABLE ATTIC AREAS. IN ALL OTHER CASES, ATTIC AREAS THAT ARE MADE HABITABLE AND ACCESSIBLE AND CONTAIN A CEILING HEIGHT OF SEVEN FEET OR GREATER SHALL BE COUNTED AS FLOOR AREA. IT 'T 'T � N \ \ \ \ \ (N M O OJ r r N M N M M �T 0 MU)U)U)M E E E E E 0 00000 U U U U U �j 00000 Q PElElElF' w w w w w U)U)U)U)U) 00000 f14aaaf14 U)U)U)U)U) w w w w w �aaa� Q _-I N M . Ln lO 000000 ao00000 F,E-1 u) 00 H H .. H ° r� a U Ili C U O 00 I M O M 4 I o w 0) o � . � o H a =4= �, x H c n Q-I 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM forms one DESIGN ■ PLANNING M N O N M O O O ct o 1731ct Q N M $■� N z w Q � � O � � U) H 7 O H 3 � U) H N u o z E-I a FAR2 Sheet Scale: See Details K TABLE SETBACK 9.81' 14.96' 14.86' 18.43' 20.89' 15.12' 17.17' + O� - - - - - - - - - - 1�_ CHANNING ROAD - - - - - - - - - - - - - - - - (50'R/W) P + 99 68 0 UTILITY POLE OHE + 100,p8 OHE OHE BENCHMARK STATEMENT: THE ELEVATIONS SHOWN ARE ON AN ASSUMED DATUM. SURVEYOR'S STATEMENT: THIS TOPOGRAPHIC SURVEY WAS MADE BY ME OR UNDER MY DIRECTION ON THE GROUND AND REPRESENTS MEASUREMENTS MADE OCTOBER 2023. THE BOUNDARY SHOWN IS A RECORD BOUNDARY ONLY. A TITLE REPORT WAS NOT PROVIDED TO THE SURVEYOR BY THE CLIENT. NO PROPERTY CORNERS WERE FOUND ON THE SUBJECT PROPERTY AND NO WARRANTY IS MADE ABOUT THE BOUNDARY SHOWN. NO EASEMENTS ARE SHOWN. LAND SCR 0 SAVI❑R MICALLEF No, 8289 s�9TF OF CAL�Fe��\P 10-18-23 ----------------------- SAVIOR P. MICALLEF DATE LAND SURVEYOR, LS 8289 (805) 709-2423 CD z O W 00 > O U) Q p U Z Q O J C) W (n J 0_ U Q p Q �0�� 0 < I �p(n0 of J_ O O_ > u7 Q N O O V)'tN00 El Q Ld i Q ry O O U O C/O Ld Q U Z = Z Q a- Z LJ_ y 0 U O LLJ O CD z_ m LL O U 0 N a� o' I I M N Go =II a- O a c > 0 3 2 z a U m 0- o U) 0) o a Drawing Number: 1 OF 1 GENERAL NOTES & SCOPE 1. PROTECT ALL EXISTING LANDSCAPING AND TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED. 2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NO TREES ARE TO BE REMOVED FOR THIS PROJECT. 3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS. 4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3 5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS 6. GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. 7. THERE WILL BE NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY 8. NEW A/C UNIT OR MECHANICAL EQUIPMENT IS GOING TO BE INSTALLED ON THE EXTERIOR OF THE BUILDING, THE NEW EQUIPMENT CANNOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) dBA DAYTIME (7:00 A.M.- 10:00 P.M. OR FIFTY (50) dBA NIGHTTIME (10:00 P.M.- 7:00 A.M.(AS MEASURED FROM THE PROPERTY LINE. BMC 25.58.050. CAL GREEN SITE DEVELOPMENT 1. PROJECTS THAT DISTURB LESS THAN 1 ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO MANAGE STORM WATER DRAINAGE (DURING CONSTRUCTION). A BMP PAGE IS SUFFICIENT. 2022 CGC 4.106.2 2. PLANS SHALL INDICIATE HOW GRADING + PAVING WILL PREVENT SURFACE WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER THE DRAINAGE PATH. 2022 CGC 4.106.3 3. ELECTRICAL VEHICLE (EV(CHARGING, PARKING SPACES: COMPLY W/ RELEVANT SECTIONS 2022 CGC 4.106.4 PUBLIC WORKS NOTES 1. A REMOVE/REPLACE UTILITES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL TO CITY'S SEWER CLEANOUT, (3) NEW WATER SERVICE TO WATER METER, AND WHEN APPLICABLE, (4) WATER LINES ABOVE 2" AND ALL FIRE SERVICES OF ANY SIZE ARE TO BE INSTALLED BY APPLICANT AND PER CITY STANDARD PROCEDURES AND SPECIFICATIONS. 2. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE w UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. 0 3. ADDITIONAL "PUBLIC WORKS NOTES" ADDED TO SHEET GN. WE DO ACKNOWLEDGE AND AGREE TO COMPLY WITH THE REQUIREMENTS. 4. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. AN ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS ro REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL Q BUILDING PERMIT. 5. DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER. SHOW ON SITE PLAN, DISTANCES BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJUSTED DRIVEWAY. 6. NO STRUCTURE SHALL BE BUILT INTO THE CITY'S RIGHT-OF-WAY, SHOWN ON SITE PLAN, DIMENSIONED FROM PROPERTY LINE TO FACE OF CURB, MEASUREMENT ON CABRILLO IS 15' 7. A REEVALUATION OF THE STORM DRAIN FEE MAY BE REQUIRED IF PREVIOUSLY DETERMINED RATIO OF PERVIOUS VERSUS IMPERVIOUS SURFACE ON THE PROPERTY IS SIGNIFICANTLY MODIFIED BY THIS BUILDING PERMIT. 8. ALL ABANDONED SEWER LATERALS SHALL HAVE WYES OR SADDLES REMOVED OFF THE MAIN AND REPLACE WITH NEW STRAIGHT SECTION. 0 9. ALL ABANDONED EXISTING WATER SERVICES, 2-INCH OR BELOW, SHALL BE CUT AND CAP AT THE EXISTING MAIN CONNECTION AND DISCONNECT AT SERVICE SADDLE. ABANDON VALVE WHERE APPLICABLE. 10. ALL ABANDONED EXISTING WATER SERVICES, GREATER THAN 2", SHALL HAVE 0 TEES REMOVED AT MAIN AND REPLACED c WITH STRAIGHT PIPE PER CITY STANDARDS AND DETAILS. U STORMWATER CHECKLIST NOTES 3 1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRRIGATION OR OTHER NON -POTABLE USE. 2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. 3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. 0 4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES. a 5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE -BASED DETENTION. ro 6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO THE NATURAL TOPOGRAPHY. 7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT. b 8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES a APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. 9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER. 10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION CONTROLS ARE ESTABLISHED. 11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS, SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND :z RETAINED, DRAINAGE COURSES. 12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A) CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING OF VEGETATION, AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION 13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER 14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN ALL NECESSARY PERMITS. a - 15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS, SOCKS, FIBER ROLLS OR FILTERS) b 16. TRAP SEDIMENT ON -SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES, ETC. 17. DIVERT ON -SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.G SWALES AND DIKES) 18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE. ro 19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS. 20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON -SITE, EXCEPT IN A DESIGNATED O AREA WHERE WASHWATER IS CONTAINED AND TREATED. 21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT CONTACT WITH STORMWATER. 22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL a EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S. 23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT CUTTINGWASTES,PAINTS, CONCRETE, PETROLEUM PRODUCTS, CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES. 14 Channing - Exhibit A to responses. Existing Street Trees SOUTHERN MAGNOLIA Magnolia grondifloro 12" trunk diameter I Street view Leaves detail Trunk detail TRIDENT MAPLE Acer buergeranum 12" trunk diameter Street view Branch detail MAYTEN TREE Moytenus booria 0-6" trunk diameter I Street view Detail EXISTING STREET TREES Trunk Detail Scale: N/A LOT COVERAGE CALC . APN: 029-042-100 LOT SIZE: 5,761 SQ. FT. MAX ALLOWABLE LOT COVERAGE: LC = LOT SIZE X 40% = ALLOWABLE LOT COVERAGE 5,761 SQ. FT. X 40% = 2,304 SQ. FT. TOTAL LOT COVERAGE: 2,588 SQ. FT., 45% DRYWELL SYSTEM TO BE INSTALLED TO HANDLE STORM WATER 50.02' N 41 °31' 5" W TY �_ \/ 7 I / 0 (EXISTING) --' - I I (N) BRISBANE BOX TREE 24" BOX TREE GARAGE (NEM ADU ----------- T j SETBACK li I i I EL=100.76' 76 r --i I C -- ----- -- - p0 _ _ L---J]IE 100. II L�I �I `y(N) GLOSSY ti PRIVET TREE - yl 24" BOX TREE M nl _ 15' I NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. (N) MAIDENHAIR 24" BOX TREE �W l�MMMMMMMMME Earl . • - • • ii MM MMMMMMMMMMMMMMM �■ a■���������ME 100 6 I - UP 3R t -- E 0p.6 i a7 - I� PATIO 4 �I Lkr_, --- N 1001.56 ; LIII I w 00 I I ADDITION 6 I (E) GAS METER (PROTECT) WILL ADD A CODE COMPLAINT CONC. BOLLARD AROUND AREA FOR DRIVEWAY CONCERNS , 127.47 I I I I (E) GAS LINE 1 100. (N) CONCRETE SIDEWALK + APPROARCH PER CITY STANDARDS AS REQUIRED BY THE CITY PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL AND WYE TO MAIN, ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICE OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD (E) 12" SOUTHERN OHE 100.29 14'-0" CIA I I II I I I I I ❑� I I V I - z- - _, (REBUILT) ' I ' --� 1ST FLOOR + I I ' 1 , (NEVI 2ND 1p0I91 FLOOR I ' rl- I I 1 - 14'-0" I I I 1 1 II II � I I I 11 I I I I I I I II I I I 1 DN ' (N) ELECT. 1 i o 1 METER LJ DN111 1 L ____________ I �0 0 II I III I I I I I I I I li i I I II I II i I I I T I I I I I _W 11)LTI g _ _ L _ 'Tif-f,i-A_VNRAGE -- 1 ----------------- NT BETBA4CiK 161.411 11 - - - J 1 2R 1 _ o I ril III Q N z 1p0.7$ �J vj Id z i N 41 °29'45_W_ 50.03' _ 1p0.74 � 100.2g 100.50 100 61 1 0 67 I 100.3$ CONCRETE SIDEWALK 1p0 26 10p.1 100.52 g 9� WATER - II100.14 METER 1p0 100.28 100.341 7 E SEWER DRAOINS E) 12" TRIDENT MAPLE DRAOIN CLEANOUT A0().0 N SEWER REPLACE ALL CURB, GUTTER, DRIVEWAY, AND SIDEWALK FRONTING CLEANOUTO�SITE PER CITY STANDARD PROCEDURES AND SPECIFICATIONS AS REQUIRED BY THE CITY. ALL DAMAGED SIDEWALK, CURB, AND GUTTER DURING CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF THE REPAIRS POST -CONSTRUCTION. CHANNING ROAD I (50� R/W) 0* PROPOSED SITE PLAN OHE Scale: 1 /8 = 1'-0" SETBACK TABLE ADRESS SETBACK 14 CHANNING 9.81' 16 CHANNING 14.96' 18 CHANNING 14.86' 22 CHANNING 18.43' 26 CHANNING 20.89' 30 CHANNING 15.12' 34 CHANNING 17.17' OHE N \ \ \ \ \ (N r 0) 0 OJ r N M r N M M '1' 0 •�i 11 �ElElElEl E-1 El El El El 0 00000 •rl UUUUU �1 00000 aE� E-I E-I E1 E1 w w w w w z z z z z 00000 U w a a w w w w w w w Ul rxaaarx Q 11 ri N M zj' IP �_o 0 0 0 0 0 0 o 0 0 0 0 0 P E-I W W cf) U) 00 H I -I Q O � a U C 0 iJ 0 00 I �-o o w 0 ° r 4� Cam] �o o ci m n OUi py U rl '-C� \ i, U) A U) 3 }4 1�:D N O 0 o <, rn rNa 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM DESIGN ■ PLANNING N 0 0 CD 0 CD Q a1 N Z Q � W � Q b� U a rl U H v� E 3 P-I U) I -I N �--� UCn �� � 4J � 0 z � o � E a O Al 00 bcaie : See Details RELATED CODE REQUIREMENTS: (EGRESS) 1. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET. 2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20" 3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" RELATED CODE REQUIREMENTS: (BATHS) (CONT.): PLUMBING: - SHOWER MUST BE PROVIDED W/ TEMPERATURE CONTROL (ANIT-SCALD) TYPE VALVE. TOILETS MUST HAVE A MIN. CLEAR SPACE OF 30" WIDE, & 24" CLEAR SPACE IN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING 1.28 GALLON. SHOWER DOORS SHALL OPEN OUTWARD AND SHALL BE A MIN. 22" WIDE, THE SHOWERHEAD CANNOT DISCHARGE DIRECTLY AT ENTRANCE. ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, MUST BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. JOB -FORMED SHOWER PAN LINER MUST SLOPE 4" PER FOOT TO WEEP HOLES IN DRAIN, AND BE INSPECTED UNDER TEST PRIOR TO COVERING. RELATED CODE REQUIREMENTS: (BATHS) (CONT.): BUILDING: - SHOWER WALL SHALL BE FINISHED TO A HEIGHT 72" A/ THE DRAIN INLET W/ MATERIAL THAT IS NOT AFFECTED BY MOISTURE. GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE IT WILL BE EXPOSED TO SPLASHING WATER & IS NOT ALLOWED ON CLGS. CEMENT BOARD WITH A MOISTURE BARRIER & CORROSION -RESISTANT FASTENERS IS AN APPROPRIATE BACKING MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL BATHROOMS IS T-0". SAFETY GLAZING IS REQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 5'-0" ABOVE THE DRAIN. AS PART OF REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALL BEDROOMS, ADJOINING HALL, & AT EACH LEVEL PER THE BUILDING CODE. RELATED CODE REQUIREMENTS: (BATHS)(CONT.) ELECTRICAL: - IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET OF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY OTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED. - A SEPARATE 20-AMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM OUTLETS ONLY, OR A SINGLE BATHROOM. - LIGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED BY A MANUAL ON OCCUPANT SENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN BASE FLUORESCENT WITH ELECTRONIC BALLAST. MECHANICAL: - A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN EXHAUST SHOULD BE 3-FEET FROM BUILDING OPENINGS AND PROPERTY LINES. BE INSPECTED UNDER TEST PRIOR TO COVERING. GENERAL NOTES: 1. PROVIDE 30" MIN. CLEAR WIDTH, 15" ON BOTH SIDES FROM CENTERLINE OF W.C.) AND 24" CLEARANCE IN FRONT OF THE W.C. PER CPC 402.5 2. PROVIDE MIN. SHOWER AREA - 1024 SQ. INCHES, CAPABLE OF ENCOMPASSING A 30" CIRCLE. SEE PLANS PER CPC 408.6 3. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE 4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE WASHER & DISHWASHER, ETC., PER CPC 5. FLOORS, SLAB PERIMETER NR, RAISED R-19, CONCRETE RAISED U-FACTOR 0.269 6. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER CIVIC SECT. 504. 7. VERIFY ALL FINISH FLOOR CALL -OUTS W/ OWNERS, TYP. 8. SUB- PANEL ELECT., VERIFY LOCATION. 9. WALLS, ABOVE OR BELOW GRADE, MUST MEET STANDARDS IN TABLE 150.1-A, OR B. 10. ALL SHOWER WALLS TO BE WATERPROOF TO 72" ABOVE DRAIN INLET, WALL FINISHES TO BE OF SMOOTH HARD NONABSORBENT SURFACE, PER CRC R307.2 (CEMENT BASED) 11. QUALITY INSULATION INSTALLATION INSPECTION (QII) IS REQ'D BY A THIRD PARTY. 12. NA 13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE QUICK -ACTING VALVES (I.E.) DISHWASHERS HOT WATER LINE AND THE HOT/COLD LINES OF THE CLOTHES WASHER) 2022 CPC 609.10. 14. CONTROL VALVE FOR SHOWER OR TUB/SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER CPC 420.0. 15. THRESHOLD FOR IN -SWING DOORS SHALL BE 7.75" MAX. AND 7" MAX. FOR OUTSWING DOORS. 16. (E) GAS METER LOCATION, PG&E, TYPICAL 36" FROM OPERABLE WINDOWS. 17. (E) ELECTRICAL METER LOCATION 18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT ALL SLIDING AND IN -SWINGING DOORS SHALL BE LIMITED TO 7.75", AND NOT MORE THAN 1.5" LOWER THAN THRESHOLD FOR OUTSWING DRS. PER 2022 CRC R311.3 19. (N) STAIRS TO HAVE MAX. RISER HEIGHT OF 7.75" AND A MIN. TREAD DEPTH OF 10" PER CRC R311.7.4. 20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE FOUNDATION SYSTEM IS USED. THE USE OF A (E) GAS METER (PROTECTED) 4" THICK BASE OF 1/2" OR LARGER CLEAN AGGREGATE UNDER A 6 MIL VAPOR RETARDER WITH JOINT LAPPED NOT LESS THAN 6" WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING DIVISION. 2022 CGC §4.505.2 AND CALIFORNIA RESIDENTIAL CODE (CRC) §R506.2.3 21. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL NOT BE INSTALLED. WALL AND 1 FLOOR FRAMING WILL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE 80 CONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH MATERIAL BEING APPLIED. 2022 A3.2 CGC §4.505.3 22. NA 23. ANY GAS FIREPLACE WILL BE DIRECT -VENT SEALED -COMBUSTIBLE TYPE 2022 CGC §4.503.1 24. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION AND SKYLIGHTS §150.013 25. WALLS WITH 2X6 AND LARGER FRAMING REQUIRE R-19 INSULATION§150.0(C)2 26. ANY WOOD STOVE OR PELLET STOVE WILL COMPLY WITH US EPA PHASE II EMISSION LIMITS 2022 CGC §4.503.1 27. PLUMBING CONTRACTOR WILL PROVIDE THE CITY BUILDING INSPECTOR A SINGLE LINE DRAWING OF THE EXISTING AND NEW GAS LINES AND INDICATE THE DISTANCE FROM THE METER TO EACH GAS FIRED APPLIANCE PRIOR TO INSTALLATION. INCLUDE THE SIZE OF THE GAS PIPE TO EACH APPLIANCE AND BTU RATING OF EACH APPLIANCE. GAS PIP SIZING WILL BE SIZED PER TABLE 1216.2(1) IN THE 2022 CPC. NOTE: ANY INSTALLATION OF NEW GAS PIPING PRIOR TO PLAN CHECK APPROVAL IS AT THE RISK OF THE CONTRACTORS RISK. 28. HOT WATER PIPING INSULATION §150.0 0)2 A ii 29. LIGHTING - NEW MANDATORY REQUIREMENTS FOR INDOOR ROOMS §150.0 (K) 30. RADIANT BARRIER REQUIRED IN CLIMATE ZONE 3 §150.0 (C) 2 31. REDUCE U-FACTOR (0.30) AND SHGC (0.20) FOR HIGH PERFORMANCE WINDOWS §150.1 (C) 3 A 32. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS 2022 §4.504.2.1 33. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALL WILL BE RODENT -PROOFED BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE, MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 2022 CGC § 4.406.1 34. ROOF EAVES SHALL NOT PROJECT WITHIN 2" OF THE PROPERTY LINE WHERE SETBACK IS 4' PER 2022 CRC § TABLE R302.1 (1) OR 2022 CBC TABLE 705.2. ALL ROOF PROJECTIONS WHICH PROJECT BEYOND THE POINT WHERE FIRE- RESISTIVE CONSTRUCTION WOULD BE REQUIRED WILL BE CONSTRUCTED OF ONE -HOUR FIRE -RESISTANCE- RATED CONSTRUCTION PER 2022 CRC § R302.1 (1) OR 2022 CBC § 705.2. 35. EXTERIOR BEARING WALLS LESS THAN 5' FROM THE PROPERTY LINE WILL BE BUILT OF ONE -HOUR FIRE -RATED CONSTRUCTION. 2022 CRC TABLE R302.1 (1) § OR 2022 CBC, TABLE 602. 36. REQUIRED: NON -COMPLIANT PLUMBING FIXTURES TO BE REPLACED BY WATER -CONSERVING PLUMBING FIXTURES WHEN A PROPERTY IS UNDERGOING ALTERATIONS OR IMPROVEMENTS. 37. PLUMBING - INDOOR WATER USE: -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT EXCEED 1.28 GALIFLUSH (2019 CGC - 4.303.1.1) FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES WITH ONE FULL FLUSH THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED 0.125 GAUFLUSH (2022 CGC - 4.303.1.2 MAX. FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, @ 80 PSI (2022 4.303.1.3 MAX. FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 GPM, @ 60 PSI (2022 CGC 4.303.1.4.1) MAX. FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 GPM, @ 60 PSI, CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT MUST DEFAULT BACK TO MAX. FLOW RATE OF 1.8 GPM (2022 CGC 4.303.1.4.4). POLLUTANT CONTROL NOTES: 1. PAINTS + COATINGS WILL COMPLY WITH VOC LIMITS PER 2022 CGC §4.504.2.2 2. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS. 2022 CGC §4.504.2.4 3. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING + PRODUCT REQUIREMENTS FOUND IN THE 2022 CALIFORNIA GREEN BUILDING CODE. 2022 CGC §4.504.3 4. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4.504.4 5. HARDWOOD PLYWOOD, PARTICLEBOARD, + MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS. 2022 CGC §4.504.5 6. AEROSOL PAINTS + COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC AND COMPLY W/ PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. PER 2022 CGC 4.504.2.3 7. ADHESIVES, SEALANTS, + CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL + REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS 2022 CGC §4.504.2.1 GENERAL BUILDING NOTES: 1. REDUCED U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2022 CAL ENERGY CODE §150.1 (C)3 A ACR0% MAX. REMOVAL OF 1 ST FLOOR WALLS EXISTING WALLS: SAVED WALLS: REMOVED WALLS: 9'-4" 9'-4" 5'-6 1/2" 6'-2" 6'-2" 1'-6" 23'-8" 23'-8" 10'-2 1/2" 48'-5" 18'-7" 23'-6" 23'-6" 10'-10 1/2" 10'-0" 10'-0" V-8 1/2" T-0" T-0" 12'-1 1/2" 9'-7" 9'-7" 2'-6" 2'-6" 82'-5 1/2" TOTAL SAVED WALLS 10'-6 1/2" 22'-8" 162'-10" TOTAL EXISTING WALLS TO BE SAVED: 81-6" REQUIRED 80'-4 2" TOTAL REMOVED WALLS A. 50% OF EXISTING WALLS NEEDED TO BE SAVED B. AMOUNT OF WALL SAVED: 82-5 1/2" 1 n / a 33'-0" \ \ 23'-6" T-0" 2'-6" REMOVE REMOVE REMOVE E MUD o I I I (E) WD - N 0 J I F----- ' W I I r =� I E CLT I I (E) WD I I uP F=----1 T--_j F==1 � I I E BATIH 1 1 Fr' =-_1 61 1 1 1 1 y I (E)TILE I 111 0-01 1 I 1�----------- L__===� I L=J'1 1-=_= �-= _ L N00 _ UP II �0 r= I , Fr'_TACKAB__L0_ ' - J I 1SHER II - I I ---J I E BED 2 III I RYER (E)WD III I `"o -J I C---=_j I W =� E LAUN. o II 1 (E) WD ------------- N (E) 1'-6'1 x I I \�O I t� C°> J II 1 I I 2'-0" I o k--- L- J - -- 4 I I ` // Ili/ 001 II I I 111 1 1 I I I 111 1 N I I_ J I I I I (E) KITCHEN I I E BED 1 III I I (E) WD II � o 11 r= 911 (E) WD 1 1 111 W III II III I I E0X 110 111 I II II III 1 �� I I 1111 L=J1 // 1 \ II 1 I rr------------- bo I iv j j I L-------------------� j C14 -1 J I F-------------------� I I I 1 1 4/ I (E) 6'-0" x ------ 1 I \ 4/I T-11" �- IIIII (E) ENTRY N I (E) WD W N IIIII IIII (E) DINING I I (E) LIVING I I 60 I I (E) WI I Q D (E) WD � y II II II � I I (E) 2'-1 1/2" Al E) T-5" x \(E) 2'-1 1/2' I I -91, 4'-9" I I LL-�-� II II II II � (E) 5-0" x 5-0" (E) 10'-2" x 6'-1" 1 A3.0 23'-8" 9'-4" SAVE 33'-0" SAVE DEMO + PROTECTION NOTES: 1. THE EXISTING PLATE HEIGHTS WILL REMAIN THE SAME FOR THE WALLS THAT WE ARE SAVING. 2. NO REPAIRS OR REPLACEMENTS ARE ALLOWED FOR THE EXISTING FOUNDATION UNDER ANY EXISTING AND REMAINING WALLS 3. EXISTING WINDOWS/DOORS TO REMAIN IN EXACT LOCATION & REPLACED WITH EXACT SAME SIZE WINDOW/DOOR 4. THE EXISTING AND NEW FIRST FLOOR PLATE HEIGHTS ON THE ELEVATIONS REMAIN EXISTING HEIGHT ' SAVE LEGEND: ® EXISTING WALLS TO BE SAVED WALLS/ITEMS TO BE REMOVES 0 NEW WALLS EXISTING WINDOWS TO BE REPLACED WITH LIKE IN KIND) 2. PROVIDE LIGHTING AT ALL EXT. LANDINGS PER 2022 CRC 303.8 OR 2022 CBC 1008.2 AND 2022 CBC { ( ) 1205.4 ��.. 3. ALL ROOMS TO MEET NATURAL LIGHTING + VENTILATION REQUIREMENTS WILL MEET 2022 CRC R303 NO PORTION OF THE WALLS, WINDOWS, OR DOORS SHOWN AS 'SAVED' ON THE INSULATION: DEMOLITION PLAN ON SHEET A2.0 SHALL BE REMOVED DURING CONSTRUCTION; IF (See Title-24 For Min.) ANY WALL STUDS OR FOUNDATION ARE REMOVED DURING CONSTRUCTION 1. ALL EXTERIOR 2X6 WALLS: R-21 BATT INSULATION, OR MIN. BY TITLE-24 2. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATION OR MIN. BY TITLE-24 3. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATION OR MIN. BY TITLE-24 4. ALL UNDER FLOOR TO RECEIVE R-19 BAT INSULATION 5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE SOUND BATT, INSULATION, TYPICAL. 6. CEILING INSULATION, MIN. R-30 INSULATION REQUIRED. 7. BUILDING ENVELOPE INSULATION: PER CLIMATE ZONE: 3 TABLE 150.1-A, & B 8. BUILDING ENVELOPE INSULATION: WALLS, ABOVE OR BELOW GRADE, MEET STANDARDS IN TABLE 150.1-A & B 9. QUALITY INSULATION INSTALLATION INSPECTION (QII) IS REQUIRED BY A THIRD PARTY. (INCLUDING CUTTING OR SISTERING STUDS AND REMOVING OR REBUILDING THE FOUNDATION, THEN CONSTRUCTION MUST STOP AND THE PROJECT MUST RETURN TO THE PLANNING COMMISSION FOR APPROVAL OF A DESIGN REVIEW AMENDMENT AND FRONT SETBACK VARIANCE TO THE FIRST FLOOR WALL FOR A NEW HOUSE. �{ EXISTING / DEMO MAIN FLOOR PLAN Scale: 1/4" = P-0" w CD0 ow - I N CD I 2 A3.2 1 A4.1 2 A3.1 33'-0" 14'-0" UP 3R 2ND FL ----R--OUTLINE------------------------ - - - - - - - - - - 109 111 (N) 5/0 (N) 12/0 TEMP. �n 1 0 In 0 1 I 24" REC. 24" D.W. 1 24" BASE 148 BENCH 1 I 36" SINK BASE LI _ II m ifl (N) KITCHEN (N) DINING I I v M (N) WOOD �U (N) WOOD Af�1 5 I 108 (N) 1/6 I \ Q _ m 24"T/R o I z I V I a I 24" BASE - - � I 1 -�Q 24_ � m " WINE I 107 �( I (N) 1/6 - saxes I I l a M -I- " T-6" 3'-4" ///\Y\ I I I I I m 1 I+I 1101 18" BA E 24" BASE 48" REF. 39" PTRY ART N 1 (E) GAS METER 2/6 (PROTECTED) LOCKER SYS. BENCH 4" 1 I (N) 2/10 1 TEMP. 00 It A3.3 LO 1 106 N MUD 2/411 N( ) PTRY 00 (N) TILE (N) TILE DN f�) 1/6 \ 1IJ5 \ 1 ON/OFF \ 2X4 PLUMB. I 3'-4" 2'- Ll I 1 I I I I OPTIONHOOKS I I (N) PWD I (N) TILE 2/4 46" VANITY (N) BATH 1 - - 2/4 (N) TILE 2/6 r - � 222" D L_ J 2X6 PLUMB. 3 -10" 0' O" 2'-8" 2'-8" G, A w TV TV IZ N( )BED 1 w (N) LIVING I� (N) WOOD (N) WOOD � 1L A - - - - - - - - - - - ND - FLR OUTLIN- - - E - - - - - - - - - - - - - - - - - - 2 1 A4.0 (N) PATIO (N) STONE (N) FAMILY ` (N) WOOD 30k30 DIN (N) ENTRY (N) WOOD N \ \ \ \ \ (N r O) O OJ r N M r N M M �T 5' � in C 0 a 0 rI w •ri U Q M El El M M HHHHH zzzzz 00000 UUUUU 00000 E El El E E w w w w w Ua U] U] Ua Ua zzzzz 00000 a a a a a Mu]u]Muz w w w w w „ , N ri N M Ln _0 N o 0 0 CD CD CD o 0 0 0 0 0 c (N) 2/0 zo 115 E1 o U) U) ❑� I -I I" I Q 1.4 (N) 2/0 I -I 114 �A u U T� CV 0 0 C:)U LO CD 00 I � (N) 5/0 1 TEMP. 2 (� 112 A3.3 CD c� ED CV O - o � o CD u o1a �-�� I � rl (N) 200 AMP. a H X a •• ELECT. 2 .. x 2 � N METER H rA � 04 A4.0 c c� Ua '0 0 2:)N 7° LO 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM 113 (R) 6-0 T-11" (E) FRAME TO (R) 2'-1 /2" 100 (R) 2'-1 1/2" x BE PROTECTED +REUSED x 4'-9" -5 (R) 3'" x 4 TEMP. 6'- TEMP. TEMP. (E) FRAME TO 2'-1 /2" T-5" 2'-1 1/2" BE PROTECTED + REUSED 7'-8" Q CV zo (N) COVERED STOOP I (N) CONC. (R) 6-0" x 5-0" 102 (R) 10'-2" X 6'-1" 101 Lf) (E) FRAME TO (E) FRAME TO BE PROTECTED BE PROTECTED + REUSED + REUSED 10'-0" 3 1/2" 12'-11 1/2" 8'-11 " 51, 23'-8" 9'-4" 5 33'-0" 1 /2\ 1 A4.1 A3.0 A4.0 PROPOSED MAIN FLOOR PLAN Scale: 1/4" = F-0" form + one DESIGN ■ PLANNING M N N M C)ct o P-i O CD O � '--� CD 7� Q w O D O }� (� u P-Y '� ❑ � E~ + O I --I bA �-- � U) I -I �C U W N a� I -I 4 � z 4J -H a o E--� a A2.00 Sheet Scale: See Details H N \ \ \ \ \ N r M O 00 r ri N (n rl (N M M '3' �l O .rr�nn VJJ/ M M M M M E E E E E a o 00000 .H UUUUU �j 00000 n �1{ E E E E E WWWWW MU)U)U)U) 2 z z 2 2 �I 00000 U wa,a,aw U) U) U) U) a a a a a � Q rl N M C Ln �D O O O O O O O O O O O O p W i i U) U) 00 H H Q .. H ° 4J � a U C a U O 00 rO 4J O wl V 0) 1 O c rn ri H U) m N ) � o O � -rl W S is U x H U) W a 0 < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING M N O N M O O ct r� O O O r� N Z O � 7� O O U) H M r 4J w O z O0 O E-i a h A2,01 Sheet Scale: See Details GENERAL NOTES: 1. (EXISTING) (OGEE) G.S.M. GUTTERS AND 3" G.S.M. DOWNSPOUTS (MATCH EXISTING AS REQUIRED), LINE ALL VALLEYS WITH G.S.M., AT LEAST 20" WIDE WITH 1/4" EDGE TURNED OVER AND FASTENED WITH CLEATS. LAP JOINTS AT LEAST 411 , BUT DO NOT SOLDER. 2. ROOFING MATERIAL TO BE ASPHALT SHINGLES BY CERTAINTEED OR EQ. (CLASS 'A') OVER 1 LAYER OF 15# FELT PAPER OVER 5/8" PLYWOOD OR PER STRUCTURAL DRAWINGS. MIN. 40 YEAR WARRANTY SHINGLES. (CONFIRM COLOR WITH OWNER) 3. WHEN INSULATION IS INSTALLED IN ENCLOSED RAFTER SPACES WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, A MINIMUM AIR SPACE OF 1" MUST BE PROVIDED, INSULATION BAFFLE NEEDED. 4. FLASHINGS AND COUNTER FLASHINGS SHALL NOT BE LESS THAN 0.016-INCH (28 GAUGE) CORROSION RESISTANT METAL, AND VALLEY FLASHING. 5. AT THE JUNCTURE OF THE ROOF AND VERTICAL SURFACES, FLASHING AND COUNTER FLASHINGS SHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE). 6. TRUSSES (IF USED) ARE TO HAVE A MINIMUM 6" HEEL. VERIFY WITH DESIGNER. 7. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3'-0" FROM PROPERTY LINES OR ANY OPENING INTO THE BUILDING (I.E.) DRYERS, BATH AND UTILITY FANS, ETC., MUST BE 3'-0" AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS, PER CODE. 8. (IF USED) THE TRUSS PLAN AND THE TRUSS CALC. SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD BEFORE SUBMITTING TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. TRUSS PLANS SHALL BE WET SIGNED AND WET STAMPED BY TRUSS DESIGN ENGINEER. 9. (IF REQUIRED) FURNACE LOCATED IN ATTIC SPACE SHALL BE LISTED FOR ATTIC LOCATION AND PROVIDED WITH 24" WIDE SOLID FLOORING ACCESS WAY AND 30" WORKING SPACE AT CONTROLS. 10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO RECEIVE LOW PROFILE VENTS OR OPENINGS IN THE ROOF SHEATHING BELOW. 11. (AS REQUIRED) ALL TRUSS / RAFTER BLOCKING SHALL RECEIVE 2" DIAMETER HOLES IN EVERY BLOCK, TYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW. 12. ATTIC IS GETTING NEW INSULATION, VERIFY (E) FANS / VENTS MEET CURRENT CODE. PLUMBING + HVAC NOTE: 1. GROUP ALL EXHAUST FLUES TOGETHER WHEN POSSIBLE AND LOCATE ON ROOFS SLOPING TO THE REAR OF THE HOUSE, TYP. VERIFY LOCATION WITH DESIGNER. PHOTOVOLTAIC NOTE: VENTILATION CALC: VENTILATION CALC: SQ. FT. OF (N) ROOF: 1,805 SQ. FT. (N) 1,805/150 = 12.03 SQ. FT. OF VENTILATION IN EXISTING ROOF (N) ROOF VENTS (CONTINUOUS RIDGE VENT) = 64 SQ. FT. TOTAL VENTILATION INSTALLED = 64 SQ. FT. H (E) OGEE G.S.M. GUTTER (PROTECT) D.S. UP i (E) OGEE G.S.M. GUTTER (PROTECT) EXISTING ROOF PLAN C — — —I UP I I (N) OGEE G.S.M. GUTTER D.S. (Lu PE 12 5F-- M (N) RIDGE VENT, TYP. PROPOSED ROOF PLAN ,1' N N N N N \ -1 \ \ \ N r M O 00 r ri N M rl N M M '3' 0 �E-E-E-E- E E E E E 0 00000 .H u u u u u _p 00000 FHHFF WWWWW U)U)U)coco lI z z z z z M 00000 U a, a, a, a, w U) U) U) U) aaaaa � N Q rA N M 'T Ln k10 0 0 0 0 0 0 ao00000 p E-1 W w U) 00 H H w �D J r� a U C 0 iJ 0 00 I 0 4 o cD a) o M � • t7 -� H m N o CD S4 O x H u) a a U � W 11 a o Fom �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form, one DESIGN ■ PLANNING n Cl) N O N Cl) O CD CD Q) 1711 Q 0) I� u I A2.02 Scale: 1/4 = 1'-0" Scale: 1/4 = 1'-0" Sheet Scale: See Details EXISTING HOUSE Scale: N/A 11 MAX BUILDING HEIGHT 120.39' — — — 30'-0" w z_ J ui OI awl OIL MAX BUILDING HEIGHT 130.38' 30'-0" w RIDGE — — 128.73' z (N) HORIZONTAL WC SIDING NARROWER iv (N) SOLID WOOD HE TRIM N 00 (N) ARCHITECTURAL ASPHALT SHINGLES GRACE UNDERLAYN SECOND FLR. T.O.P. — _ (N) HORIZONTAL WC 0 SIDING W/ 5" CORNE w ui _ = - (D (D z O z � 60 0 J_ J co Z) co m X J � Q o w iv SECOND FLR. SUB. FLR co 0 o FIRST FLR. T.O.P. 00 C14 (N) STUCCO, PAINTE THE (E) AND (N) 1 ST PLATE HEIGHTS ON ELEVATIONS REMAI (E) HEIGHT, TYPICAi (N) SIERRA -PACIFIC °) WOOD/CLAD (REPL) EXISTING OPENING.' WDS. + DRS., SIMUL DIVIDED LITES, PUT FIRST FLR. SUB. FLR.— fV N AVERAGE T.O.C. 100. D.H.E. LEFT SIDE 100. NO PORTION OF THE WALLS, WINDOWS, OR DOORS SHOWN AS 'SAVED' ON THE DEMOLITION PLAN ON SHEET A2.0 SHALL BE REMOVED DURING CONSTRUCTION; IF ANY WALL STUDS OR FOUNDATION ARE REMOVED DURING CONSTRUCTION (INCLUDING CUTTING OR SISTERING STUDS AND REMOVING OR REBUILDING THE FOUNDATION, THEN CONSTRUCTION MUST STOP AND THE PROJECT MUST RETURN TO THE PLANNING COMMISSION FOR APPROVAL OF A DESIGN REVIEW AMENDMENT AND FRONT SETBACK VARIANCE TO THE FIRST FLOOR WALL FOR A NEW HOUSE. z EXISTING FRONT ELEVATION Scale: 1/4" = F-0" PROPOSED FRONT ELEVATION Lu z_ 0 � J I0- n O � AI � w a I �.441'T'31 N N N N N \ \ N r M O 00 r ri N M —1 N M M '3' co M M co co E-E E-E E-E E-E E-E zzzzz 00000 u u u u u 00000 p p p p p w w w w w MU)U)U)U) z z z z z 00000 wa,a,ww U)U)U)U)U) aaaaa rl N M C Ln �D O O O O O O O O O O O O p W w U) 00 H I —I Q w �D J (� a U Sa C O U O 00 0 4 o w a) o c rn --1. H t7 m N ) � o O U) Ln S4 U x H S U) (1) a U a -H W 0 a Fom �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING M N O N Ci] M o ct O w� O °' Q 7� N z O w W �n 3 r I� Q � U) � I —I •� U W N yJ� o ° o E-i a h A3.00 Scale: 1/4" = F-0" Sheet Scale: See Details H N \ \ \ \ \ N r M O 00 r ri N (n rl (N M M '3' �l O .rr�nn VJJ/ M M M M M E E E E E a o 00000 'H 00000 �j 00000 n �1{ E E E E E WWWWW MU)U)U)U) 2 z z 2 2 �I 00000 U wa,a,aw U) U) U) U) a a a a a � Q rl N M C Ln �D O O O O O O O O O O O O p W i i U) U) 00 H H Q .. H J a U Sa C O U O 00 rO 4J O wl V 0) 1 O c rn ri H U) m N ) � o O � -rl S S4 U x H U) a aUa-� W a 0 < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING M N O N Ci] M O O C> •1� ct O W O C] ^^ � O W �n 3 r I� Q � U)� H •� U ml W N yJ� r 4J w O z O0 O E-i a h A3.1 Sheet Scale: See Details H OIL MAX BUILDING HEIGHT_130.38' _ 30'-0" 00 RIDGE _ _ 128.73' N N 60 (N) ARCHITECTURAL ASPHALT SHINGLES GRACE UNDER- LAYMENT SECOND FLR. T.O.P. _ 120.53' _ I— V V E] = w O = z_ o o 00 (N) HORIZONTAL WOOD J J SIDING W. 5" CORNER TRIM X m 12" OVERHANG Q J I o ; N SECOND FLR. SUB. FLR. 112.53' co o FIRST FLR. T.O.P. 111.47' _ 60 N (N) SIERRA -PACIFIC WOOD/CLAD WDS. + DRS., SIMULATED DIVIDED LITES, PUTTY SDL 0 30" OVERHANG (N) STUCCO, PAINTED REAR YARD FIRST FLR. SUB. FLR._ 102.47' N T CV AVERAGE T.O.C. 100.36' PORCH 2'-6" 0 (O z\ iY i NO PORTION OF THE WALLS, WINDOWS, OR DOORS SHOWN AS 'SAVED' ON THE DEMOLITION PLAN ON SHEET A2.0 SHALL BE REMOVED DURING CONSTRUCTION; IF ANY WALL STUDS OR FOUNDATION ARE REMOVED DURING CONSTRUCTION (INCLUDING CUTTING OR SISTERING STUDS AND REMOVING OR REBUILDING THE FOUNDATION, THEN CONSTRUCTION MUST STOP AND THE PROJECT MUST RETURN TO THE PLANNING COMMISSION FOR APPROVAL OF A DESIGN REVIEW AMENDMENT AND FRONT SETBACK VARIANCE TO THE FIRST FLOOR WALL FOR A NEW HOUSE. EXISTING LEFT ELEVATION I I I I I I I I I I I T I I 1U-2 1/2" REBUILT TO (E) WALL HT. T (E) GAS METER (PROTECT) WILL ADD A CODE COMPLAINT CONC. BOLLARD AROUND AREA FOR DRIVEWAY CONCERNS �// N) 34" 000R / / Scale: 1/4" = F-0" �I 38'-2 1/2" EXISTING (PROTECT) PROPOSED LEFT ELEVATION FRONT YARD �.441'T'31 N N N N N \ \ \ \ \ N rl 61 O 00 r ri N M —1 N M M '3' 0 �E-E-E-E- E E E E E a 0 00000 .H u u u u u �j 00000 a p p p p p WWWWW �cocoMM zzzzz �I 00000 U w0404ww co U) U) co co aaaaa f� Q rl N M C Ln �D O O O O O O O O O O O O P H W w U) 00 H I —I Q J a U Sa C O U O 00 0 4 O w a) o c rn --1 . H t7 m N ) U) Ln S4 U x H a) �3 0 a W a 0 �' < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM C17LO form �one DESIGN ■ PLANNING M N 0 N o O ct O w� O °' Q 7 Q� � � N z O W W �n 3 r I� Q � U) � I —I �C U W J N 4J w O z ° o E-i a h A3.2 Scale: 1/4" = F-0" Sheet Scale: See Details M H O 6) r NO PORTION OF THE WALLS, WINDOWS, OR DOORS SHOWN AS 'SAVED' ON THE DEMOLITION PLAN ON SHEET A2.0 SHALL BE REMOVED DURING CONSTRUCTION; IF ANY WALL STUDS OR FOUNDATION ARE REMOVED DURING CONSTRUCTION (INCLUDING CUTTING OR SISTERING STUDS AND REMOVING OR REBUILDING THE FOUNDATION, THEN CONSTRUCTION MUST STOP AND THE PROJECT MUST RETURN TO THE PLANNING COMMISSION FOR APPROVAL OF A DESIGN REVIEW AMENDMENT kAND FRONT SETBACK VARIANCE TO THE FIRST FLOOR WALL FOR A NEW HOUSE. EXISTING RIGHT ELEVATION Scale: 1/4" = F-0" 1 n,_n,, k C ) r F\M 1 V 111 V V I kJ o C U J C U L - L - - - - — - - - - - - - - - - - - - - - - - - -- - - - L - - - - -- - - - - - - - - - - — - - - - - - -- - - - (R) = REUSE (E) OPENINGS PROPOSED RIGHT ELEVATION 0 H N N N N N \ \ \ \ \ N rl 61 O 00 r ri N M r N M M '3' 0 E E-E E-E E-E E-E a 0 00000 .H u u u u u �j 00000 a p p p p F WWWWW Mcocococo 2 z z 2 2 �I 00000 U wa,a,ww U) U) co co aaaaa f� Q rl N M C Ln �D O O O O O O O O O O O O P F, W w U) 00 H H Q .. H J a U Sa C O U O 00 0 4 O w a) o c rn --1 . H t7 m N ) � o O U) Ln S4 U x H U a) � 0 a s� W a 0 Fom �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form, one DESIGN ■ PLANNING M N O N Ci] M O O O •1� ct O W O C] ^^ � O rA' , W �n 3 � U) � H •� U W N yJ� O O0 O E-i a h A3.03 Scale: 1/4" = F-0" Sheet Scale: See Details H N \ \ \ \ \ N r M O 00 r ri N (n rl (N M M '3' �l O .rr�nn VJJ/ M M M M M E E E E E a o 00000 'H 00000 �j 00000 n �1{ E E E E E WWWWW MU)U)U)U) 2 z z 2 2 �I 00000 U wa,a,aw U) U) U) U) a a a a a � Q rl N M C Ln �D O O O O O O O O O O O O p W i i U) U) 00 H H Q .. H J a U Sa C O U O 00 rO 4J O wl V 0) 1 O c rn ri H U) m N ) � o O � -rl S S4 U x H U) a aUa-� W a 0 < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING M N O N M O O Cn O O U O N � � Q z � Q � �73) � U � _H F O H 3 Q O U) �J! H M r 4J w O z O0 O E-i a h A4,00 Sheet Scale: See Details H N \ \ \ \ \ N r M O 00 r ri N (n rl (N M M '3' �l O .rr�nn VJJ/ M M M M M E E E E E a o 00000 'H 00000 �j 00000 n �1{ E E E E E WWWWW MU)U)U)U) 2 z z 2 2 �I 00000 U wa,a,aw U) U) U) U) a a a a a � Q rl N M C Ln �D O O O O O O O O O O O O p W i i U) U) 00 H H Q .. H J a U Sa C O U O 00 rO 4J O wl V 0) 1 O c rn ri H U) m N ) � o O � -rl S S4 U x H U) a aUa-� W a 0 < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one DESIGN ■ PLANNING M N O N M O O Cn O O U O N � � Q z � Q � �73) � U � _H F O H 3 Q O U) �J! H M r 4J w O z O0 O E-i a h A4.01 Sheet Scale: See Details H 'T�w �w N N N N \ \ \ \ N r Ol 00 r -1 N rl N M M u! 0 VJI U) U) U) U) E E E E a o 0000 { 0000 n �!{ E E E E ri W W W W Ua CO CO Ua zzzz 0000 a4wwa4 U? U? Q r N M G N O O O O O O ao00000 F�H wW �u) 00 H I —I Q .. H 0 ° � a U ro u G 0 U O co O Cn l o W CD O H tr N .v -)� c o O t7) P; C S4 Vl x H U] (l 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form + one DESIGN ■ PLANNING (n N ON 1� M O O JJJ...W O $.� O 41 Q W O y� � � 3 �J Q �--i U) H •� u(� W N mJ ri O E-H a h G2.00 Sheet Scale: See Details H 2" / J. BLUM HANDRAIL / EXTERIOR WALL X 1 "" STEEL 2 2 GRACE / VYCOR PLUS / �' J. BLUM W.I. SPINDLE 42" H / SO THAT A 4" SPHERE 7 3/8" < Q5/8" CAN NOT PASS THROUGH 5 1/2" 1/2" 3/4" 0 WINDOW WITH NAILING FLANGE / v (SET IN SEALANT EXCEPT ALONG / SILL FLANGE) � Q / / / STUCCO (PAINT) 2 < RAILING I U J. BLUM COLLAR SILL PLATE a (VERIFY SELECTION W/ APA RATED SHEATHING EXPOSURE 1 / (SEE VCRDET OWNERS/DESIGNER) 2' PLYWOOD OR OSB ° 106 FOR OPTIONS) / ° M WD. FLOOR BENJAMIN OBDYKE (HYDRO -GAP) / ° ICC - ES REPORT ESR-3394 WALL SIDING I UNDERLAYMENT, OR APPROVED EQUAL GRACE VYCOR PLUS R-21 FIBERGLASS BATT INSULATION FOR 2x6 WALLS, TYPICAL. IF TITLE-24 SHOWS / O ° / LOWER MINIMUMS, FOLLOW MORE STRINGENT VALUES. / I I I ° / I I $" DENSARMOR PLUS FIREGUARD, OR I TOUGHROCK FIREGUARD GYPSUM BD. SUB-FLR PER STRUCT. 2 APPLIED VERTICALLY OR HORIZONTALLY ° TO STUDS W/ 1-7/8" 6D COATED NAILS 7" EPDXIED TO STRINGER TYP. O.C. STAGGER JOINTS EACH SIDE ° GRACE VYCORNERTM OR CORNER PATCH RECOMMENDED STRINGER PER STRUCTURAL MIN. 2X6 STUDS @ 16" O.C. A. (SEE VCRDET-507 OR VCRDET-504 FOR OPTIONS) ° $' GYP. BD., TYP. ° I ° NOTES: MIN. 2" TYP. X GYP BD. ° ° A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS 2x TUD WALL TYP. S ° B. REMOVE RIPCORD® FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION MECHANICALLY FASTEN AS NECESSARY IN CORNERS C. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER THROUGH GRACE VYCOR PLUS D. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM -A -BARRIER® WB PRIMER TO PROMOTE VYCOR ADHESION E. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS F. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCK G. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL 2022 CRC R311.7.8 WINDOW FLASHING DETAIL Scale: N.A. A5.0 STAIR RAILING DETAIL Scale: 3 — 1 -0 A5 0 EXTERIOR WALL DETAIL Scale: 3 — 1-0 3 A5.0 ELEVATION REGGIO STANDARD G.S.M. WINDOW VENT W/ INSECT FLASHING SCREEN BEHIND (BLK. (PAINTED TO MATCH ALUM. SCREEN & 2 x 8 TRIM) VENT) STANDARD BRICK Q MOULD, TYP. MIN. R-13 (SOUND BATT) @ 00 ALL BATHROOMS/LAUNDRY 2x4 STUD WALL @ 00 SIERRA PACIFIC ALUM. 16" O.C. S.S.D. in WINDOWS (CLAD) OR MARVIN 17 N SIDING FINISH HANDRAIL <V � � M co IT GRADE LINE ch 11" PREFERRED 5/8" TYPE X GYPSUM BD. TYPCIAL THROUGHOUT HOUSE STUCCO, PAINTED SMOOTH FINISH OR MATCH EXISTING CONDITION OR HORIZONTAL 10" MIN. STAGGER JOINTS EACH SIDE SIDING, REF. (LOAD BEARING ONLY) ELEVATIONS 1 1/4" MAX. NOTES: 1'4" 3/4" MIN. SEE WWW.GPGYPSUM.COM FOR VERIFY W/ REGGIO TECHNICAL SPEC'S REGGIO STANDARD Q VENT W/ INSECT SCREEN BEHIND (BLK. Q ALUM. SCREEN & � 10" VENT) NOTES ON HANDRAILS: SIDING 1/4" 1. THE HANDRAIL SHALL TERMINATE AT A POST AS PER OR NEWEL ON BOTH ENDS, 2016 CRC R311.7 ELEVATIONS STANDARD BRICK MOULD, TYP. CUT SECTION SIERRA PACIFIC OR MAR VIN OR EQUAL 2022 CRC R311.7.8 TYPICAL WINDOW DETAIL Scale: 1 1/2" = 1'-0" A5 0 EXT. WALL VENT DETAIL Scale: 3" = V-0" A5 0 INTERIOR STAIR DETAIL Scale: 3" = V-0" �'- INTERIOR WALL DETAILS Scale: 3" = V-0" A5.0 r N M C Ln1-0 0 0 0 0 0 0 o 0 0 0 0 0 p E-1 W w U) 00 H I —I Q J a U Sa JJ C O U O 00 I r� 0 4J o w a) o c rn --1. H ul m N ) L Q,' rn N un 0 S4 U x H U) W a o < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form, one DESIGN ■ PLANNING M N O N M 0 0 O O °' Q 6l N z w .ct N to 3 14 U) I —I U � � o z ° o E-i a h A500 Sheet Scale: See Details 9'-0" 2'-8" 5'-0" 2'-6" 2'-0" T-s" L 10'-2" 5'-0" H ROOM FINISH SCHEDULE - I TI PAINT i 1\ 7 0zo (TEMP.) ROOM FLOORING WALLS CEILING MILLWORK CROWN REMARKS PAINT SPECS. INTERIORS: 0 \ V / 1:?ENTRY WOOD TBS TBS PAINT (TBS) TBS MAIN ROOMS: ^ AURA, NATURA(GREEN OPTION), REGAL SELECT, OR APPROVED EQUIVALENT \ O 0) ILJ LIVING ROOM WOOD TBS TBS PAINT (TBS) TBS CEILINGS: zI I/ / \ \ I WATERBORNE CELING PAINT, OR APPROVED EQUIVALENT — — °o DINING ROOM WOOD TBS TBS PAINT (TBS) TBS BATHROOMS: J PANTRY WOOD TBS TBS PAINT (TBS) TBS EAURA BATH XTERIORS AND SPA, OR APPROVED EQUIVALENT / v / \ (R) (R) / EGRESS \ \ \ / \ 0-1 0 M o q c / 00 a) HANGOUT WOOD TBS TBS PAINT (TBS) TBS 2019 CGC §4.504.2.1 H. y J. JJ K. (TEMP.) P BED-4 WOOD TBS TBS PAINT (TBS) TBS 113 I. 204 207 110 107 1os L N. 109 202 206 HALL 2 WOOD TBS TBS PAINT (TBS) TBS (T06) 205 105 (OPTIONAL:24"� 111 M. P OO PLANNING 208 210 216 w GARAGE CONCRETE TBS TBS PAINT (TBS) TBS (TEMP.) 1q9TEM (TEMP.) - (TEMP.) W/ 3" MAX TRIM Q:D ADU TILE TBS TBS PAINT (TBS) TBS Q LAUNDRY TILE TBS TBS PAINT (TBS) TBS 2'-0" 2'-0" BATH TILE TBS TBS PAINT (TBS) TBS ROOM FINISH SCHEDULE Scale: NA \ / EXTERIOR DOORS & WINDOWS /X\ LOCATION DOORS DETAILS HDWR. REMARKS DOOR SIZE MATERIALS HEAD JAMB SILL TRIM TYPE FIN. NOTES WxH TYPE SYM. CORE EXT. FIN. INT.FIN. GLASS 1. WOOD/CLAD SIERRA PACIFIC WINDOWS+ DOORS, WITH TRUE S.D.L 3/4" Q. R. 213 114 115 LU 001 GARAGE **SEE PLANS** GARAGE DR. A CEDAR PAINTED PRIMED LO E T SEE DETAILS STD. TBD # 1 MUNTIN BARS W/SPACER BAR BETWEEN THE WINDOWPANES + MUNTIN (D BARS ADHERED TO THE INTERIOR + EXTERIOR OF THE WINDOWS. Q 002 ADU **SEE PLANS** ENTRY DR. B DF CLAD PRIMED LO E T SEE DETAILS STD. BLACK # 1 2. EGRESS PER CODE 003 ADU **SEE PLANS** CASE C PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 3. SERVICE DOORS BY SIMPSON OR EQUAL, VERIFY DESIGN WITH Q OWNER & DESIGNER 0 004 ADU **SEE PLANS** CASE C PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 4. VERIFY OPENING SIZE W/ CONTRACTOR 005 AD **SEE PLANS** CASE D PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 5. PRIVACY GLASS 3 6. DOOR BY SIMPSON FIBERGLASS DOOR OR EQ. EXT. DOORS & WINDOWS E L E VAT I O N S Scale: 1/4" — F-0" 006 BATH **SEE PLANS** CASE E PINE PAINTED PRIMED LO E T SEE DETAILS STD. TBD #1 7. O.H. DOOR BY ARTISTIC DOOR, CEDAR W/ BELT DRIVEN SIDE MOUNT A9.O MOTOR 100 ENTRY (R) **SEE PLANS** ENTRY. DR. F DF DF PRIMED LO E (T) SEE DETAILS STD. BLACK # 3 8. TRANSOM ABOVE UNIT TO BE LEADED WINDOW MADE BY LOCAL 101 LIVING (R) ARTISAN. **SEE PLANS** CASE G PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 9. NA V.I.F. 102 BED-1 (R) **SEE PLANS** CASE GG PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1, 2 10. (R) = REUSE EXISTING FRAMED WALL OPENINGS 12� 11. (*) FIELD MEASURE O O 105 BATH-1 HARDWARE FINISH SPECIFICATION: LL 0 **SEE PLANS** CASE J PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 ENTRY DOOR HARDWARE: (BY OWNER) AND INSTALLED BY CONTRACTOR u) 106 MUD **SEE PLANS** ENTRY. DR. I DF DF PRIMED LO E (T) SEE DETAILS STD. BLACK # 1, 2 WINDOW HARDWARE: WHITE, TYP. (VERIFY W/ OWNER) 1-3/8" SOLID CORE � 107 KITCHEN K LL 0 **SEE PLANS** CASE PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 CAL. GREEN REQUIREMENTS PAINT GRADE 108 KITCHEN **SEE PLANS** CASE K PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 1. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION + SKYLIGHTS . RE 109 KITCHEN **SEE PLANS** CASE P PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 2(q) 110 KITCHEN (R) 2. REDUCED U-FACTOR (0.30) AND SHGC (0.20) FOR HIGH PERFORMANCE **SEE PLANS** AWN. JJ PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 WINDOWS 2019 CAL ENERGY CODE §150.1 (c)3 A 111 FAMILY **SEE PLANS** SLIDING DR. I DF DF PRIMED LO E (T) SEE DETAILS STD. BLACK # 1, 2 SAFETY GLAZING NOTES (CRC R308.4) 112 STAIRS **SEE PLANS** FIXED M PAINTED PRIMED LO E (T) EE DETAIL STD. TBD 1 A. ALL SLIDING + SWINGING GLASS DOORS TO HAVE SAFETY GLAZING. o **SEE PLANS** CASE H PAINTED PRIMED SQ. CORNER 3.5" 113 ENTRY (R) B. GLAZING IN SHOWER/TUB/SAUNA ROOMS LESS THAN 60" ABOVE THE HINGES TYP. (EMTEK) 0 PINE LO E SEE DETAILS STD. TBD #1 STANDING SURFACE AND LESS THAN 60" MEASURED HORIZONTIALLY 114 FAMILY **SEE PLANS** CASE R PINE PAINTED PRIMED LO E FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SEE DETAIL STD. TBD #1 SWIMMING POOL. [1 !-5 FAMILY **SEE PLANS** CASE R PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 C. GLAZING WITHIN A 24" ARC OF A DOOR THAT IS LESS THAN 60" ABOVE DOOR HEIGHTS: 200 HANGOUT **SEE PLANS** FIXED N PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 THE FLOOR. D. GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9 SQ. FT., (VERIFY) FOR COST BOTTOM IS LESS THAN 18" AND AT LEAST 36" ABOVE THE FLOOR, AND 202 - ADJACENT TO WALKING SURFACES. BED-3 0 **SEE PLANS** CASE P PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. TBD #1,2 E. WITHIN 60" OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 36" ABOVE THE FLOOR O 204 BATH-3 F. GLAZING IN GUARDS &RAILINGS. J 0 **SEE PLANS** AWN J PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. TBD #1,2 G. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36" LL 205 BATH-2 **SEE PLANS** AWN J PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 HORIZSURFNT THAN ALLY TOE WALKING A ONE FINISH FLOOR. z 206 BED-2 P **SEE PLANS** CASE PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. TBD #1,2 H.PROVIDE SAFETY GLAZING FOR WINDOW 113 WHERE THE BOTTOM A 0 LO LL . i MUD TILE TBS TBS PAINT (TBS) TBS AURA, REGAL SELECT, OR APPROVED EQUIVALENT A. B. C. D. E. F. G. GG. (0 KITCHEN WOOD TBS TBS PAINT (TBS) TBS 001 002 003 004 005 F0076 100 170-11 102 FAMILY ROOM WOOD TBS TBS PAINT (TBS) TBS CAL GREEN NOTES. (TEMP.) (TEMP.) (TEMP.) (TEMP.) 0 PWD TILE TBS TBS PAINT (TBS) TBS 1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS PER CGC §4.504.2.2 BATH-1 TILE TBS TBS PAINT (TBS) TBS 2. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH MATERIALS. 2019 CGC §4.504.2.4 6'-0" Z-10" 2'-0" V-6" 1'-6" 12'-0" 5'-0" T-0" 5'-O' BED-1 WOOD TBS TBS PAINT (TBS) TBS 3. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING a P. BED WOOD TBS TBS PAINT (TBS) TBS AND PRODUCT REQUIREMENTS FOUND IN THE 2019 CALIFORNIA GREEN BUILDING P. BATH TILE TBS TBS PAINT TBS TB4.3 S 4. WHERE RESILIENTCODE. 2019 CGC OFLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA / / \ \X ( ) (V (V P. CLT WOOD TBS TBS PAINT (TBS) TBS RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2019 CGC §4.504.4 °o BED-3 WOOD TBS TBS PAINT (TBS) TBS 5. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD x BED-2 WOOD TBS TBS PAINT TBS TBS COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE o p ( ) BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS.co o BATH-2 TILE TBS TBS PAINT (TBS) TBS 2019 CGC §4.504.5 LAUNDRY TILE TBS TBS PAINT TBS TBSLu 6. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR ( ) LIMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3 CLT WOOD TBS TBS PAINT (TBS) TBS 7. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT STANDARDS (TEMP.)LL.J LL.J LL.] w O 4J U ro S C O U N N N N N \ \ N r M O °O r ri N M r N M M `3' z z z z z 0 00000 .H UUUUU �j 00000 a p p p p p WWWWW MU)U)U)U) 717, z z z �I 00000 U wa,a,ww U) U) co co fn aaaaa Q . N M C Ln �D 0 0 0 0 0 0 ao00000 E-I E-1 W w U) 00 I —I H 1.4 a O 00 r-I I C� O C� 4J o w CD 0 CD� c ro b N -1 + -1 w o O L Q,' rn N un r 0 H £ a -H S4 U x H U W a 0 < �m �Na° 4843 SILVER SPRINGS DRIVE Park City, UT 84098 Ph: 415.819.0304 E-mail: TIM@FORMONEDESIGN.COM form one C) W c/) 207 0 P. CLOSET **SEE PLANS** CASE J PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. TBD #1 EDGE OF THE GLASS /S WITHIN 60 INCHES OF A STANDING SURFACE OR DRAIN INLET OF A BATHTUB OR SHOWER. ANY GLAZING THATIS LESS THAN 60" FROM THE FLOOR AND WITHIN 60" HORIZONTALLY FROM THE TUB OR SHOWER WILL ALSO NEED TO BE TEMPERED GLASS. 2019 CRC R308.4.5 DESIGN ■ PLANNING 208 P. BATH **SEE PLANS** CASE P PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. TBD #1 •� �+ .. � O T__­I CD � 0 H � u �D u a Cl) N N Cl) w Q INT. DOORS ELEVATIONS 4 Scale: 1/2" = P-0" A9.0 210 P. BED **SEE PLANS** CASE P PINE PAINTED PRIMED LO E (T) SEE DETAILS STD. ITBD #1,2 212 P. BED **SEE PLANS** CASE Q PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 213 P. BED **SEE PLANS** CASE Q PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 APPLIANCE SCHEDULE NOTE: ALLOWANCE AND INSTALLED BY ALLOWANCE, CONTRACTOR TO INCLUDE BLOCKING / ROUGH -IN AS NEEDED PER SPEC. SHEETS ROOM APPLIANCE TYPE MANUF. FINISH MODEL # REMARKS 216 0 HANGOUT **SEE PLANS** CASE P PINE PAINTED PRIMED LO E SEE DETAILS STD. TBD #1 KITCHEN (N) RANGE (ELECTRIC) T.B.D. T.B.D. T.B.D. T.B.D. (OPTION FOR GAS) W F Q o (N) VENT HOOD (N) REFRIGERATOR/FREEZER 36" UNITS (VIF) T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. VENT TO EXTERIOR PER CODE, MIN. 100 CFM 2 UNITS SIDE BY SIDE / W/ CONDITIONED WATER LINE (N) DISHWASHER (N) DISPOSAL T.B.D. T.B.D. T.B.D. T.B.D. W/ AIR SWITCH EXT. DOORS & WINDOWS SCHEDULE 2 Scale: NA A9.0 T.B.D. T.B.D. T.B.D. Of o p 0 LAUNDRY (N) WASHER (N) DRYER MI N O z T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. ELECTRIC UNIT, VENT TO EXTERIOR PER CODE HARD LINE NO FLEX LLI ADU (N) RANGE (ELECTRIC) T.B.D. T.B.D. T.B.D. T.B.D. (N) VENT HOOD T.B.D. T.B.D. T.B.D. VENT TO EXTERIOR PER CODE, MIN. 100 CFM uw (N) REFRIGERATOR/FREEZER 36" UNITS (VIF) T.B.D. T.B.D. T.B.D. 2 UNITS SIDE BY SIDE / W/ CONDITIONED WATER LINE A900 Sheet Q (N) DISHWASHER T.B.D. T.B.D. T.B.D. T.B.D. (N) DISPOSAL T.B.D. T.B.D. T.B.D. W/ AIR SWITCH � LAUNDRY Q (N) WASHER (N) DRYER T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. T.B.D. ELECTRIC UNIT, VENT TO EXTERIOR PER CODE HARD LINE NO FLEX 5 APPLIANCE SCHEDULE Scale: NA A9.0 Scale: See Details PROPOSED LANDSCAPE WOODEN FENCING 4" x 4" pt. rwd posts (8' O.C. max) 2" x 4" rwd top/bottom rails 1" x 8" rwd panels w/ top/bottom trim m E 0 r, 0 Note: stain dark gray natural 12" lattice on top 2" x 12" pt. rwd kickboard finish grade 12" dia. conc. piers, 30" deep (typ.) VEHICULAR UNIT PAVING ,-- concrete unit pavers polymeric sand joints TEXTURE KEY (E) CONCRETE 2" layer compacted sand base mortar joint #4 rebar continuous N concrete footing under paver banding *min. 9" deep (N geo-textile fabric compacted class II aggregate I I1 I II I I I I 111 I II I I 11= base compacted subgrade TREE PROTECTION DETAIL existing tree to be protected drip line alignment of protection fence to extend to the (� drip line as a minimum 6' T-Post or 4' orange safety fence approved or approved equal equal a existing grade within fence to remain (N) TREE (24" box tree) (E) CONCRETE LANDING (N) TREE (24" box tree) (N) TREE (24" box tree) (N) ARTIFICIAL TURF (N) STONE LANDING (N) PEBBLE BEDS (N) FLOATING CONCRETE PATH (N) 6' WOODEN FENCE (E) GRASS (E) PATH (N) PEBBLE BED CONCRETE SIDEWALK PLANTING GENERAL NOTES 1. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES FOR TREES INSTALLED IN GRID OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ALIGN TREES ACROSS ROADWAYS, DRIVES OR WALKWAYS. ADJUST SPACING AS NECESSARY. 2. PROVIDE MATCHING SIZES AND FORMS FOR ALL HEDGE PLANTINGS. SPACE EQUALLY ON TRIANGULAR OR GRID SPACING AS CALLED FOR ON DETAIL. WHERE GROUND COVER IS SHOWN AS A HATCH, QUANTITIES ARE NOT GIVEN. PROVIDE PLANT MATERIAL TO FILL SPACE SHOWN ON DRAWINGS. 3. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND CLASSIFICATION. 4. SOILAMENDMENT: AMEND SOIL PER SOILS REPORTAND DIRECTION OF OWNER/ PROJECT MANAGER. SOIL TEST LOCATION PER L.A.; A MINIMUM OF 2" OF FULLY STA- BILIZED AND CERTIFIED COMPOST IS TO BE INCORPORATED IN THE TOP 12" OF SOIL. 5. SLOW -RELEASE FERTILIZER TABLET: "AGRIFORM" 7 GRAM TABLETS WITH 2O-10-5 (N-P-K) BY SCOTTS (800) 492-8255. 6. LANDSCAPE MAINTENANCE: A. LANDSCAPE MAINTENANCE SHALL BE PROVIDED FOR (90 DAYS) AFTER PRELIMI- NARYACCEPTANCE. B. QUALIFICATIONS: LANDSCAPE CONTRACTOR OR MAINTENANCE SUBCONTRAC- TOR SHALL HAVE A FULL TIME EMPLOYEE ASSIGNED TO THE JOB AS FOREMAN FOR THE DURATION OF THE CONTRACT. FOREMAN SHALL HAVE A MINIMUM OF FOUR (4) YEARS EXPERIENCE IN LANDSCAPE MAINTENANCE SUPERVISION, WITH EXPERIENCE OR TRAINING IN TURF MANAGEMENT, ENTOMOLOGY, PEST CONTROL, SOILS, FERTIL- IZERS AND PLANT IDENTIFICATION. C. MAINTENANCE CONTRACTOR TO MAINTAIN ALL PLANT MATERIALS AND IRRIGA- TION SYSTEM. D. CONTRACTOR TO INSTRUCT MAINTENANCE CONTRACTOR. E. LANDSCAPE MAINTENANCE CONTRACTOR SHALL SUBMIT MAINTENANCE SCHED- ULE TO LANDSCAPE DESIGNER FORAPPROVAL PRIOR TO START OF LANDSCAPE MAINTENANCE PERIOD. F. AT BEGINNING OF MAINTENANCE PERIOD, VISITAND WALK SITE WITH LANDSCAPE DESIGNER TO VERIFY SCOPE OF WORKAND UNDERSTAND EXISTING /SITE CONDI- TIONS. NOTIFY LANDSCAPE DESIGNER FIVE (5) DAYS PRIOR TO VISIT. G. MATCH ALL MATERIALS WITH SAME MATERIALS USED IN ORIGINAL INSTALLATION. H. STERILIZE ALL TOOLS USED PRIOR TO ANY MAINTENANCE WORK. 7. ALL TREES AND HEDGES ARE NOT TO BE TRIMMED IN GEOMETRIC FORMS AND ARE TO BE LEFT IN A NATURAL HABIT. 8. CLOSE OUTAND MAINTENANCE MANUAL: LANDSCAPE CONTRACTOR SHALL SUBMITA MANUAL WITH ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION AND MAINTENANCE PERIOD. MAKE CORRECTIONS AND ADDITIONS PER DIRECTION OF LANDSCAPE DESIGNER PRIOR TO FINAL SUBMITTAL TO THE OWNER. SUBMIT LOG OFALL FERTILIZERSAND HERBICIDES WITH DATESAND RATESAPPLIED DURING MAINTENANCE PERIOD. LANDSCAPE DESIGNER SHALL WALK SITE WITH CONTRAC- TOR AND NOTE ALL UNSATISFACTORY WORK. UNSATISFACTORY WORK SHALL BE CORRECTED WITHIN 10 CALENDAR DAYS. TREE PROTECTION NOTES TREE PROTECTION ZONES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE ENTIRE LENGTH OF THE PROHECT. PRIOR TO THE COMMENCEMENT OF ANY DEVELOPMENT PROJECT, AN ORANGE SAFETY FENCE SHALL BE INSTALLED AT ABOUT THE DRIP LINE (WHERE POSSIBLE) OF ANY PROTECTED TREE WHICH WILL OR WILL NOT BE AFFECTED BY THE CON- STRUCTION. THE DRIP LINE SHALL NOT BE ALTERED IN ANY WAY SO AS TO INCREASE THE ENCOR- ACHMENT OF THE CONSTRUCTION. FENCING FOR THE PROTECTION ZONES SHOULD BE 4 FT TALL SAFETY TYPE SUP- PORTED BY 6 FT TALL T-POSTS POUNDED INTO THE GROUND BY NO LESS THAN 2 FT. THE SUPPORT POLES SHOULD BE SPACED NO MORE THAN 10 FT APART ON CENTER. SIGNS SHOULD BE PLACED ON FENCING SIGNIFYING "TREE PROTECTION ZONE - KEEP OUT'. NO MATERIALS OR EQUIPMENT SHOULD BE STORED OR CLEANED INSIDE THE TREE PROTECTION ZONES. EXCAVATION, GRADING, SOIL DEPOSITS, DRAINAGE AND LEVELING ARE PROHIBITED WITHIN THE TREE PROTECTION ZONES. NO WIRES, SIGNS, OR ROPES SHALL BE ATTACHED TO THE PROTECTED TREES ON SITE. UTILITY SERVICES AND IRRIGATION LINES SHALL ALL BE PLACED OUTSIDE OF THE TREE PROTECTION ZONES. 1.7ETER -� I����r CROSS CROSS SE•NUT DRAIN \ () E) 12 TREE ( DRAIN CIEANOUT E 4' TREE (E) 12' TREE (1' trunk diameter) (6" trunk diameter) (1' trunk diameter) 0' 8' 16' 32' CHANN/NG ROAD (50'R/W) N M tq I co O U Cq PROPOSED FOLIAGE PLAN TREE PLANTING k�� rubber cinch tie or equal S' pine pole *stake outside rootball b, U rootball 4" mulch in basin finished grade water basin *3" high lip roughen sides & bottom of pit prepared backfill *amend with 5 % organic compost & mycorrhizal fungi per mfr's specs ill 1�41 II. llll I�ii—i prepared subsoil pedestal rootball min. (widder in clay soils) SHRUB PLANTING finished grade TEXTURE KEY 777 (N) PAVERS (N) ARTIFICIAL TURF (N) STONES rootball 4" mulch basin ,-- water basin 3" high lip roughen sides & bottom of pit - prepared backfill, amend with organic compost & mycorrhizal fungi per mfr's specs convex planter 2.5x rootball min. base pedestal (E) MIXED SHRUBBERY (N) BRISBANE BOX (24" box tree) (E) MIXED SHRUBBERY TREES (N) GLOSSY BRISBANE BOX PRIVET Tristani conferta (24" box tree) 61 (N) MAIDENHAIR TREE (24" box tree) tW (N) MIXED _ SHRUBBERY MAIDENHAIR TREE Gingko biloba SHRUBS CALIFORNIA LILAC Ceanothus'Ray Hartman' Ar (N) MIXED •�. a,, SHRUBBERY '`3 �N� t "` (N) EMERALD GREEN ARBORVITAE CALIFORNIA FUCHIA Epilobium canum CONCRETE SIDEWALK \ (E) TRIDENT MAPLE (E) SOUTHERN MAGNOLIA Acerbuergeranum Magnolia grandiFlora (1' trunk diameter) (1' trunk diameter) CHANN/NG ROAD (50'R/W) DRAM (E) MAYTEN TREE Maytenus boaria (T trunk diameter) 0' 8' 16' 32' N GLOSSY PRIVET Lingustrum privet EMERALD GREEN ARBOR- VITAE Thuja occidentalis YELLOW BUSH LUPINE Lupinus arboreus � I PACIFIC WAX MYRTLE Morella californica O 7 '5 o7S' E 0 U M Cal i O 00 Cal U CV 0 ^d o> c o ar"i q � cFa x' W, 00 Q C� C M CCV U O C) a =4 CUM&, iig y 7