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HomeMy WebLinkAboutCDP 2017-0044; THOMPSON GEESBREGHT ADU; Administrative DeterminationSTORMWATER POLLUTION CONTROL BMP NOTES CONCRETE WASHOUT -CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. !TIS ILLEGAL TO WAS CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO Tf!E STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS -A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES -A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL -EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION. AND BONDED FIBER MATRIX. -NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. -DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. -REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. -TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. -PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. -WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE -STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. -ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY !NCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING -CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT -CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. -NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM\1\/ATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. -MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. -POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. -PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. -ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION FIRE DEPARTMENT NOTES= 1. NEWAND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF .5". WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED 2. AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM OF 1" WATER METER SHALL BE INSTALLED. A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL 3. INSPECTION. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR 4. TO FRAME iNSPECTION. ONLY THE NEW PIPING SHALL BE TESTED. ARE SPRINKLERS= AUTOMATIC FIRE SPRINKLER SYSTEM -AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED PER N.FP.A. 13D, THE MOST CURRENT EDITION SHALL BE USED AND THE LOCAL FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. PLANS AND INSTALLATION MUST BE BY A C16 LICENSED SPRINKLER CONTRACTOR. BUILDING CODES THESE PLANS AND ALL WORK SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, VI/HIGH ADOPTS THE 2012 IRC, 2012 UMC, 2012 UPC, AND THE 2011 NEC. DEFERRED SUBMITTALS: -FIRE SPRINKLERS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DIMENSION NOTES, WRITTEN DIMENSIONS SHALL TAKE PRESEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR IN NO CASE SHALL SCALE THESE DRAWINGS. IF THE CONTRACTOR SHOULD FIND AN ERROR IN THE DIMENSIONS, HE SHALL NOT!FY THE DESIGNER PRIOR TO START OF CONSTRUCTION. GREEN BUILDING STANDARDS: 1. THE SITE SHALL BE PLANNED ANO DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP's THAT ARE CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT. 2. RECYCLING, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2 3. INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOORS SHALL BE PROVIDED BY THE SOIL ENGINEER RESPONS!BLE FOR THE PROJECT PER SOIL REPORT PER CGC SECTION 4.505.2.1, ITEM 3. 4. POLLUTANT CONTROL -DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQU!PMENT IS TO BE COVERED. CGC 4.504.1 5. POLLUTANT CONTROL-VOC's MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.503 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND 4.504.5 FOR ADHESIVES, PAiNTS AND COATINGS, CARPET AND COMPOSITiON WOOD PRODUCTS. CGC 4.504.2 6. INTER!OR MOISTURE CONTROL-CONCRETE SLABS WILL BE PROVIDED WITH A CAPILLARY BREAK. CGC 4.505.3 7. INTER!OR MOISTURE CONTROL -THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.3. 8. INDOOR AIR QUALITY -THE BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. CGC 4.506.1. 9. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHiTECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS <ROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 RIGHT OF WAY NOTE: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF WHERE THE PROPERTY LINE iS. UTILITY NOTE, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND DRAINAGE NOTE, NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ELECTRIC VEHICLE CHARGING, ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED FOR THIS PROJECT. REFER TO SHEET E1.1 FOR LOCATION. OPERATION AND MAINTENANCE MANUAL= GENERAL CONTRACTOR IS TO PROVIDE THE OWNER AN OPERATION MANUAL CONTAINING INFORMATION FOR MAINTAINING AND OPERATING ALL APPLIANCES AND EQUIPMENT AT THE TIME OF FINAL INSPECTION. T ees CDP 2017-0044 ompson uest House arage 4056 SKYLINE ROAD CARLSBAD, CA PROJECT INFORMATION EXISTING CONDITONS, EXISTING LOT WITH A 2-STORY HOME+ ATTACHED GARAGE. PROJECT SUMMARY CONSTRUCTION OF A NEW 1-STORY GUEST HOUSE. GARAGE TO BE REVIEWED UNDER SEPARATE PERMIT. OWNER: SYLVIA THOMPSON / PRISOLLA GEESBREGHT 4056 SKYLINE ROAD, CARLSBAD, CA 92008 (817) 917-2309 PROJECT ADDRESS: 4056 SKYLINE ROAD CARLSBAD, CA 92008 APN: 207-073-10-00 LEGAL DESCRIPTION= PORTION OF LOT 'I' OF THE RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, ALEO IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, NOVEMBER 16, 1896. ZONING LOT AREA R-1-15000 27,991 S.F. LAND USE DESIGNATION: R-4 LOT COVERAGE PROPOSED: 8985 / 27991 (32%) BUILDINGS= 1838+1160+1200 = 4,198 S.F. DECKS = 652 SF. ST AIRS = 150 S.F. PAVING= 3,925 S.F. CONSTRUCTION TYPE: V-B OCCUPANCY GROUPS= R-3 (GUEST HOUSE) U-1 (GARAGE) PARKING REOUIREMENTS, 2 COVERED SPACES PROVIDED IN (E) GARAGE 3 COVERED SPACES PROVIDED IN (N) GARAGE PROPOSED FLOOR AREAS= PROPOSED GUEST HOUSE: PROPOSED PATIO, PRPOPOSED DECK= EXISTING HOUSE 1ST FLOOR, EXISTING HOUSE 2ND FLOOR, EXISTING GARAGE, TOT AL LIVING AREA PROPOSED, GRADING, CUT= FILL= EXPORT= REMEDIAL, (incl. garage) 178 C.Y. 38 C.Y. 140 C.Y. 20 C.Y. IMPERVIOUS AREAS= 1,200 s.f. 390 s.f. 112 s.f. 1,438 s.f. 1,638 s.f. 400 s.f. 4,476 s.f. (E) IMPERVIOUS AREA ON PROPERTY = 6,122 S.F. PROPOSED (P) NEW IMPERVIOUS AREA = 3,553 S.F. (INCLUDING FUTURE 3-CAR GARAGE) REPLACED IMPERVIOUS AREA = 152 S.F. REMOVED IMPERVIOUS AREA NOW PROPOSED AS PERVIOUS = 373 aF. TOTAL NET IMPERVIOUS AREA PROPOSED= 9,150 S.F. SHEET INDEX T-1 COVER SHEET/ PROJECT DATA A1.0 ARCHITECTURAL SITE PLAN A1.1 GUEST HOUSE R...OOR PLAN ARCHITECT: CAROLINE DOOLEY ARCHITECT 2979 STATE ST. SUITE C CARLSBAD, CA 92008 760 815-8748 LAND SURVEYOR= SAMPO ENGINEERING INC. 171 SAXONY RD. SUETE 213 ENCINITAS, CA 92024 760 436-0660 SOILS ENGINEER: GEOSOILS INC. 5741 PALMER WAY CARLSBAD, CA 92010 760 438-3155 CITY OF CARLSBAD Administrative Permit ----------------·-·· Case No. CUP 9o1,-oo'--I'-( Date ::,/'5'(l'i3 --------- Exibit No. />--D A1.2 GUEST HOUSE EXTERIOR ELEVATIONS ~ 8 I-~ m u u ~ " "' Y,I _c Q "' -;;: I-"' u u -Cl) -~ ::c :::J Vl ..,~ u Cl) I!! U) ~ Cl) ... 2l cc V) 0-r-.. 0-N REVISION DATE J/l,N 1 9 2018 . --. ' . '\ . . . . -~~,:;;; ,,__-,. --~ DR.A WNG TITLE COVERSHEET PROJ. NUJ\iBER DATE 1-19-18 DRAW:-[ CHECKED DESIGNED DRA WlNG NUi\.fBER T-1 SHEET NO. OF ------------------------------ STANDARD PROJECT BMP REQUIREMENTS (FROM COMPLETED FORM E36) ---------------- !/; '.I> w mo s: ,- m ~ z --; i i i ! j I i ! ; f I I i I I ; I ' ' ! ! f ' I I j UTILITY NOTES: EXISTING SEWER, GAS, AND ELECTRICAL SERVICES INSTALLED IN EXISTING EASEMENT FROM SKYLINE ROAD. UPGRADE EXISTING ELECTRICAL SUPPLY AS NOTED. --.. ·--·· LEGEND: SITE DRAINAGE NOTES: > SITE DRAINAGE FLOW LINE 1) GRADE TO SLOPE AWAY FROM ALL ----STRUCTURES AT 2% FOR A MINIMUM OF 5'-0". ·-· EXISTING CONTOUR LINE (DASHED) 302' 300-,<:.... 2) ALL ROOFS DRAIN TO SITE LANDSCAPE. MODIFIED CONTOUR LINE (SOLID) (SHEET-FLOW) TO DISPERSE LANDSCAPE FLOW. D.G. DECOMPOSED GRANITE MATERIAL (COMPACTED) 3) THE EAST DECK IS ELEVATED ABOVE (E) EXISTING EXISTING GRADE TO ALLOW DRAINAGE THROUGH (P) PROPOSED TO GRADE BELOW. @ AREA DRAIN DAYLIGHTS TO RIP-RAP GRADING ClJf: FILL= EXPORT: REMEDIAL: (incl. garage) 178 C.Y. 38 C.Y. 140 C.Y. 20 C.Y. -· ·-------------- CDP 2017-0044 ' QT 1 ': fl L ! ,h_ MAP 10578 NORTH Site Plan ~ SCALE: 1" =10' / I / I / ' I I I i ! \ \ \ I I I ~ 00 t=-~ IO u u ~ ,,- IO Y.11 ...c .,, Q .:: I-IO u u -Cl) -~ ::c ::, VI -u li I!! cii er: Cl) ... "' C cii 0-r-.. 0-N REVISION DATE DRAWING TITLE SITE PLAN PROJ. NUNIBER DATE 1-19-18 DRAWN CHECKED DESIG)!ED DRA Wf\lG J\i"UMBER A1.0 SHEETKO. OF ---· -·· ----------------- -------·----- 3'. w z I w z WINDOW SCHEDULE - 0 HINDOH SIZE SQ.FT. TYPE QTY. FRAME (HIDTH X HEISHT) /ORIENT. MAT. FINISH LEVEL I A 13 C, D E F e H I J K L M N 0 p Q R s T u V H X 2 1-0" X 21-au 4/ H S.L. I HOOD CLAD 2'-0" X 271-0" 54/ H FIXED I HOOD CLAD 2'-011 X Cf'-0" 18/ NH FIXED I ll'-011 X 4'-0'1 44/ SE NOTES i 3'-bll X 6'-0" 18/ E FIXED I 3'-6" 6'-0" 18/ E FIXED I 3'-6" X 6'-5"* 22/ N FIXED I 2'-0'1 X 51-8"* 11.5/ N CSMT. I 11-611 X 8'-b" 63.15,E NOTES I ALUMINUM, PTD. 3'-0" X !'-6" 4.51 E AHNINS I HOOD 3'-0" X i'-6" 4.5/ E AHNIN& I 3'-0" X 5'-IOU 11.5 N NOTES I q'-0" X 1'-0'1* 63/ N NOTES I 6 1-011 X l'-311* 21 N NOTES I 2'-6" X !'-6'1 3.15 H AHNIN& I 2 1-6" X l'-6" 3.15 H AHNIN6 I 2'-6" X !'-b'' 3.15 H AHNIN& I 6 1-0" X l 1-6" q H FIXED I 4 1-011 X 1 1-6" 30 H FIXED I * DIMENSIONS H/ ASTERISK ARE TRAPEZOIDAL HINDOHS THAT FOLLOH ROOF SLOPE -V.I.F. ALL DIMENSIONS CLAD GUEST HOUSE --SEE ELEVATIONS-- GLASS NOTES FINISH U-foccto~ SH6C TEMP.I ROOM 0.44 a.Sb VELUX BLASS SKYLISHT I LAUNDRY 0.44 a.Sb ('l)3'x2' DIViSIONS, CLERESToRf HALL 0.44 0.3b (3)3'x2' DIVISIONS, CLERESTOR' 'KITCHEN 0.44 a.Sb CASEMENT/ FIXED/CASEMENT KITCHEN 0.44 a.Sb LIVINS 0.44 O.3b LIVINS 0.44 0.3b LIVINS 0.44 a.Sb RAKED HEAD CASEMENT LIVINIS 0.44 0.3b YES FIXED BELOH /AHNINGS ABV. BATH #2, SEE ELEV. 0.44 0.36 BEDROOM #2 0.44 0.3b BEDROOM #2 0.44 0.36 3'x4'4" FIXED w/FIXED A13V. BEDROOM #2 0.44 0.3b b'x4'b" SLIDER w/FiXED ABV. BEDROOM #2 0.44 0.3b b'x4'b" SLIDER w/FIXED A13V. BATHROOM #I 0.44 0.3b BATH #I 0.44 0.3b BATH #I 0.44 0.36 BEDROOM #I 0.44 0.3b BEDROOM #I 0.44 0.30 YES BEDROOM #I EXTERIOR DOOR SCHEDULE .. GUEST HOUSE 0 HINDOH SIZE SQ.FT. TYPE QTY. FRAME GLASS (HIDTH X HEISHT) /ORIENT. MAT. FINISH FINISH U-fado SH6C TEMP, NOTES ROOM ' LEVEL I I 8'-6" X Cf'-011 16.5/ NH SLIDIN6 I HOOD STAIN 0.44 a.Sb YES 45° OPENINS END CONNECTION KITCHEN 2 23'-0''x Cf'-0" 201/ H SLIDIN<S I HOOD STAIN 0.44 0.3b YES 45° OPENIN6 END CONNECTION HALL 3 5'-0" X l'-6" 31.5/S SLIDINS I HOOD CLAD 0.44 0.3b YES 3' FRENCH DR w/ 2' SIDELl&HT BEDROOM #I 4 1'-0" X 8'-011 Sb/ E SLIDIN& I HOOD CLAD 0.44 0.3b YES LIVIN& INTERIOR DOOR SCHEDULE -GUEST HOUSE ----------------- 6'-5'1" 2 slope~ above © 23'-6" 2'-9" sloped above 38'-6" 10'-6" sloped above 6'-0" CDP 9'-0" 017-0044 6'x4'6 """sficfer- 3'x4'6@ hxea -7 ~ ' -----------+--- t'56'SJ a _, w <O "' _, N © I I ~ t" :0~ Bath Rm. 1 sloped clg. I Bed Rm. 1 1 1 .• sloped clg. I ,, ---1-· ... _. -_. -- II J L DASHED OUTLINE CEILING TRANSITION ABOVE 3'x7'6" door L --- ~----I I : PATIO I I I I I I I I 291 _8' ] I t ) l_TOC_ / 2 C C Bed Rm. 2 sloped clg. 3'-611 0 LIVING sloped clg. DINING 8'-5" c!g. / / / ~ ~ )<._PAINT. DST / / < "" "" "" -------··--· / / / / V CO MN ,~ w KITCHEN 8'-5" clg. V / / / © / / / / ---------- Bath Rm.2 I 8'-5" clg. G Laundry Rm. 8'-5" clg. L __ ® @ in . '" x.-:::; a C "' ~ N ro in - .x " "' w ~ N "' o; -C X ·-a C "' ~ N ro 7 I 01 I ©I f... X "O a W cp X N;;:: f... l';: -g cp X N.;:::: f... _x " "' ! N I ~ PERVIOUS WOOD DECK I+---~ l1~~6~TO ] I t 0 / / I I < > ~EXTERIOR STORAGE 7-----.___ DASHED OUTLINE ROOF ABOVE GUEST HOUSE FLOOR AREA: 1200 S.F. DECK AREA: 112 SF. ~ 00 8 I== N °' "' ~ u u -0 "' I.I.II ..a Q "' -.::: I-"' u u -Q) -~ :::c :, V) u 1if i!! t, a= Ql ... "' ..... C V) °' r-,.. Ri REVISION DATE DRA WfNG TITLE GUEST HOUSE: FLOOR PLAN PROJ . .l\UMBER DATE 1-19-18 DRA:w:,,.s CHECKED DESIGNED DRA WT:-IG NlJMBER A-1.1 SHEETNO. OF ROOFBEYOND---------- METALEDGE---- BEDROOM DOOR (E) GRADE =._;r-- (DASHED) FINISHED\ GRADE \ >------------------ ~~----~ PAINTED SIDING, ------TYP. 3:12 ROOF LIVING RM. 292.0' F.F. 291 8' DECK ELEVATED PERVIOUS WOODDECKw/ 42" CABLE GUARDRAIL 292.0' F.F. OPERABLE WINDOW FIXED WINDOW 4. Section I South Elevation SCALE: 1/4" =1'-0" (E)GRADE~- t--- 1 I ROOFING------;-j_,/1-::,<~ METAL /I EDGE KITCHEN WINDOWS 'I _OBLIQUE VIEW_ 3+:12 ROOF 3:12 ROOF I --:: ___ -, -·--.··.· __ -·-·-· --;0 --·-j ___ -~ ,, _____ LL___ ~--,_ •, p",' f-"-' ·-·--••·--'-----I-C'"'"'7"'~'-"":: ----~---··--'-"--"-----<:.· ~----· -I -1 -1 -------t::: = = :t± r--':_· ·'.i ---FINISH GRADE~ TOP OF FLR 292.0' F.F. -""--:::__-~-11------= -. LI---" -.. ---- 6=-=-----=-·=----'')/. -----------'------,------------,--------l --.,_ I ROOFING --r---f---- METAL ---t------t---- ROOF EDGE EXTERIOR STORAGE WATER _j HEATER #1 3:12 ROOF PAINTED--+-----+---=-=· ----k=,,\;t_;;c?;;c<;;>=c:":::!~I -------~ l~l~Kl SIDING, TYP. R le\-~----~Tr\ __:_Tu\ --; ----9 r---f----"'2,/-------'&--~-~-~---5'----··~ " ----1---~-------·-----____ .,_____ ·---,. :;:!:: ___ ,. ____ _ - (E) GRADE --i ----------------------------------------------------+-- ~ASH~D) \ ___ _ TOP OF FLR ---+~ 292.0' FF. FINISHED GRADE t===~====1---PAINTED SIDING, TYP. ----9 -------------- "' 3:12 ROOF ------·----------, ----···-·---------------""•----===--- CDP 2017-0044 ROOFING ROOF BEYOND ---······ .. --------,____ _ __L_ c::=-=-=--=-=--J-----PAINTED SIDING, TYP. -r·-, --_j__ ---"---WATER HEATER#2 -1----!-----'° ---l:-=-_j- i-----------+------l-----1-~c-------------l---------l r (E)GRADE & FINISH GRADE -------I--___ __,________ --~----------- EGRESS WINDOW 3. North Elevation SCALE: 1/4" =1'-0" 1 r ROOFING ~------------;L t--------, ROOF EDGE BEYOND -----~-~---===r===---1------h=-= =-----~ ---·---•• ....:::.::t ---=2.::..:92:cc. 0::__' I I \ \ I I I F.F. GRADE BEYOND \____ HVAC LOCATION 2. East Elevation SCALE: 1/4" =1 '-0" t-----OBLIQUE ViEW ---1 I --ROOFING METAL ROOF EDGE 1-----+---~f-------_ _ _______ _ '-' =:;J1-----PAINTED SIDING, -------1--- --f-----1-------------j ,--------~-== -----==---------==-- 1. West Elevation SCALE: 1/4" =1'-0" FINISHED GRADE TYP. 292.0' -- \_(~)GRADE (DASHED) ~ 00 t-, R 0- CG ~ u u --0 CG I.II.I .a Q "' -.::: .... m u u -© i .~ ::IC :::i VI +.l" u (I) j!! o'i ~ (!) ... "' .., C V) 0-r--0-N REVISIOK DATE DRA WNG TITLE GUEST HOUSE: ELEVATIONS PROJ_ NUJ\IBER DATE 1-19--18 DR..!\WN CHECKED DESIGNED DR.A 'i\'NG NU11BER A-1.2 SHEET NO. OF