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HomeMy WebLinkAboutCDP 2020-0010; BOX RESIDENCE; Planning CommissionA B C D E F G H ABBREVIATIONS AB Anchor Bolts AFF Above Finish Floor ALT Alternate ALUM Aluminum ANOD Anodized ARCH Architect AT Accoustic l7le BO Board BFC Below Finished Ceiling BLDG Building BLK Block BOT Bottom BTWN Between BUR Built-up-proof CB Concrete Block CHAN Channel Cl Cast Iron CLG Ceiling CMP Corrugated Metal Pipe CMU Concrete Masonry Unit COL Column CONG Concrete CONST Construction CONT Continuous CONTR Contractor CPT/C Carpet CT Ceramic Ti!e DBL Double DET Detail DIM Dimension ON Down DR Door DWG Drawing E Existing EA Each EJ Expansion Joint EL Elevation ELEC Electrical EQ Equal EQUIP Equipment EXP Expansion EXT Exterior FD Floor Drain FON Foundation FIN Finish FLR Floor FLUOR Fluorescent FP Fireproof FRP Fiberglass Rein. Plastic FURR Furring GA Gauge GAL Galvanized GYP BD Gypsum Board GC General Contractor GI Galvanized Iron GL Glass GR Grade GMMU Glass Mesh Mortar Unit HDCP Handicaped HDWR Hardware HORIZ Horizontal HR Hour HT Height HVAC Heating. Vent. Air Cond. HWH Hot Water Heater J K L M ID Inside Diameter INSUL Insulation !NT Interior !N Invert JAN Janitor JST Joist JT Joint KO Knockout LAM Laminate LAV Lavatory LH Left Hand LL Live Load LWC Light Weight Concrete MAS Masonry MATL Material MAX Maximum MECH Mechanical MFGR Manufacturer MH Manhole MIN Minimum MISC Miscelaneous MO Masonry Opening MTL Metal N North NIC Not in Contract NOM Nominal NONCOM Non-Combustible NTS Not to Scale N OC On Center OD Overflow Drain OH Opposite Hand OPNG Opening 0 OPP Opposite OVHD Overhead PART Partition PART BO Particle Board PC Pre Cast Concrete PIP Poured in Place PL Plate P PLAM Plastic Laminate PL YWD Plywood Q R PL Pane I PR Pair PSF Pounds per Square Foot PSI Pounds per Square Inch PT Post Tensioned QT Quarry Tile R Riser or Radius RA Return Air RB Rubber Hase RD Roof Drain RE Refer/Reference REFL Reflective or Reflected REJNF Reinforcing REQ'D Required RET Retaining REV Revise, Revised RF Rised Floor RM Room RO Rough Opening ROW Right of Way RT DPL Recessed Trash Disposal R TOW D Recessed Towel Dispenser GENERAL INFORMATION s T V w SAC SAT SB SC SCONC SD SECT SIM SND SN DPL SPECS ss SIS STD STL STRUC SUSP T T&G TEL TEMP TD TJ TLT TDC TOM TOS TOW TRANS TYP VT VB VERT VIF vwc WI W/0 WC WO WIC WF WP wow WWF Suspended Acoustic Ceiling Suspended Acoustic Tile Splash Block Solid Core Sealed Concrete Storm Drain Section Similar Sanitary Napkin Dispenser Sanitary Napkin Disposal Specification Stainless Steel Service Sink Standard Steel Structure Suspended Tread Tongue and Grove Telephone Tempered Trash Disposal Tooled Joint Toilet Top of Concrete Top of Masonry Top of Steel Top of Wall Transformer Typical Vinyl Tile Vapor Barrier Vertical Verify In Field Vinyl Wall Covering With Without Water Closet Wood Walk-In Closet Wall Fabric Waterproof Window Welded Wire Fabric 1 DEFERRED SUBMITTALS I SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCRITECT / 1 ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THt:Y HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. m ~ £S C o m 1. FIRE SPRINKLERS 2. PVSYSTEM 3.TRUSSES SCOPE OF WORK THE SCOPE OF WORK COVERED IN THIS PERMIT SHALL BE FOR THE PROPOSED PROJECT AS DESCRIBED: REMODEL AND ADDITION OF (E) SINGLE FAMILY HOME ADD A SECOND STORY. (ACCESSORY UNIT AND LAUDRY HOME TO REMAIN.) , E' E f-----------------------------------------------------, m e !i SPECIAL INSPECTION ~ "§ f-----------------------------------------------------j "g !-SPECIAL INSPECTION PROGRAM ·o I:'.'. 5-m m § -E ~ £-~ no .~ • '5 o m W C nm :§ ·I 0 ADDRESS OR LEGAL DESCRIPTION: __________________ -PLAN CHECK NUMBER: OWNERS NAME: I AM THE OWNER OR AGENT OF THE OWNER (CONTRACTORS MAY NOT EMPLOY THE SPECIAL INSPECTOR), CERTIFY THAT I, OR THE ARCHITECT I ENGINEER OF RECORD, WILL BE RESPONSIBLE FOR EMPLOYING THE SPECIAL INSPECTOR(S) AS REQUIRED BY THE BUILDING CODES FOR THE CONSTRUCTION PROJECT LOCATED AT THE SITE ADDRESS ABOVE. SIGNED _______________ _ ~ £" I AM THE ENGINEER AND/OR ARCHITECT OF RECORD, CERTIFY THAT I HAVE PREPARED THE FOLLOWING SPECIAL INSPECTION PROGRAM AS " -::;_ 1l° REQUIRED FOR THE CONSTRUCTION OF THE PROJECT LOCATED AT THE SITE ADDRESS ABOVE. W X £. ~ o SIGNED _______________ _ C ID i ! 1. LIST OF WORK REQUIRING SPECIAL INSPECTION ';..~ C ~ ro ·;:: C 0 ·-m n~ ·-u 0 o-n• 0 C ~,g " ~ • • n~ o m :::: 0 0 00 CC ~g ro ii -~ "E• . " [ ] SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION [ ] STRUCTURAL CONCRETE OVER 2500PSI [ ] PRESTRESSED CONCRETE I ] STRUCTURAL MASONRY [ ] DESIGNER SPECIFIED [ ] FIELD WELDING [ ] HIGH STRENGTH BOLTING [ ] EXPANSION / EPOXY ANCHORS I ] SPRAYED-ON FIREPROOFING [ ] OTHER [ ] OTHER -HARDY FRAMES; SHEAR PANELS 4,5,&6 E o i3 ~ 2. .g -~ A. NAME(S) OF INDIVIDUAL(S) OR FIRMS RESPONSIBLE FOR THE INSPECTIONS LISTED ABOVE :S EJ B. ID X F ~ C. . C D 0 ~ ·----------------c 0 ~ 'i; i 3. WORK REQUIRING SPECIAL INSPECTION ~~.JA. om ~B .J::: ·o e . ~ a. : C. 8©:20 ~ '5 ~ SP_E_C_IA-L-IN_S_P_E_C_T_O_R_S_S_H_AL_L_C_H_E_C_K_IN_W_IT_H_T_H_E_G~OVERNING AGENCY AND PRESENT THEIR CREDENTIALS PRIOR TO BEGINNING WORK ON THE - 5380 LOS ROBLES DRIVE, CARLSBAD CA ARCHITECTURAL SYMBOLS ~ I KEYNOTEh A REVISION CLOUD WITH NUMBERED DEL,..,.T~A~--~ I ELEVATIONaj 0-GRID LINES I A-70J'X--INTERIOR ELEVATION 1,\~_ --~8~~~~ OF ELEV. ON SHEET ? --ROOM NAME --?-~rROOM NUMBER ? ~ROOM AREA A-3-01 1----EXTERIOR ELEVATION NUMBER ~EVEL LINE/ DATUM ---NUMBER OF ELEV. ON - SHEET I REFERENCE DETAlt:----PROPERTY LINE I --.I l )--~----DETAIL MARK -\ -DETAIL NUMBER c,,-, -DETAIL SHEET '"--~·----- CENTER LINE DIMENSION I SECTIONS! ----SECTION NUMBER SECTION SHEET i~----"---.'___,) DOOR TAG @----WINDOW TAG ~ FINISH ELEVATION MA TE RIAL SYMBOLS ' . . ~ ~ ~ ~ CONCRETE GROUT/MORTER PLASTER/STUCCO MARBLE/SLATE STEEL/METAL FINISH WOOD CEILING TILE EARTH D GLASS ~ [2:'.J Ill ~ WOOD/ CONTINOUS/ ROUGH BLOCKING WOOD BLOCKING PLYWOOD (LARGE SCALE AND SMALL SCALE) GYPSUM BOARD BATT INSULATION ~ RIGID INSULATION I~;::< I CUT STONE ~ PAVERS PROJECT DATA PROJECT DESCRIPTION: REMODEL AND ADDITION OF (E) SINGLE FAMILY HOME ADD A SECOND STORY. (ACCESSORY UNIT AND LAUDRY HOME TO REMAIN.) PROJECT ADDRESS: 5380 LOS ROBLES DRIVE CARLSBAD CA LEGAL DESCRIPTION: APN #: 210-112-06-00 LOT 141 OF TERRAMAR, UNIT NO. 5, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 3371, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 10, 1956. LOT SIZE: LOT GROSS AREA: ZONING DATA: ZONE: GENERAL PLAN: LOT WIDTH SETBACKS: 9,384 SF R1 RLM 60' (MIN.) 68' (ACTUAL) FRONT: 20'-0" SIDE: 10% OF WIDTH= 68' X.1 = 6.8' REAR: 2X SIDE MAX LOT COVERAGE.: 40% = 3753.6 SF (2215+100+600+757)/9384 = 0.39= 39% PROPOSED BUILDING FLOOR AREA CALCULATION: EXISTING (E) LAUNDRY TO REMAIN : (E) 2ND DWELLING UNIT TO REMAIN: (E) MAIN RESIDENCE TO BE REMODEL: (E) 2 CAR GARAGE TO BE REMODEL: ADDITION: FOR PROPOSED 1 ST FLOOR : FOR PROPOSED 2 CAR GARAGE : TOTAL REMODEL AREAS: = 13.6' 100 600 1834 525 SF SF SF SF 317 SF 341 SF 1ST FLOOR MAIN RESIDENCE 2215 SF 2 CAR GARAGE: 757 SF SECOND FLOOR 917 SF 2ND FLOOR DECK 223 SF ROOF DECK 378 SF TOTAL MAIN RESIDENCE: 3132 SF WITH A 2 CAR GARAGE 757 SF TOTAL IMPERVOUS AREA: EXISTING PROPOSED 4988 SF 5646 SF FIRE SPRINKLER NOT REQUIRED OCCUPANCY: USE AND OCCUPANCY CLASSIFICATION: RESIDENCE : R-1 GARAGE: U TYPE OF CONSTRUCTION/ CLASSIFICATION: CONSTRUCTION TYPE PROPOSED: TYPE V (NR) SEWER DISTRICT CARSLBAD WATER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT SCHOOL DISTRICT CARSLBAD REPLACED 658 SF SHEET# I SHEET NAME T101 AOO0 A100 A201 !A202 ' A301 A302 A401 A501 COVER SHEET/ NOTES 30 EXTERIOR SITE PLAN AND EXISTING AND DEMO PLAN FIRST FLOOR SECOND FLOOR ! ELEVATIONS ELEVATIONS ]ROOF PLAN !SECTIONS CITY OF CARLSBAD PLANNING COMMISSION Case Name: Box Residence Case No.: CDP 2020-0010 Exhibit No.: A-I Date: 02/16/2022 ~--'-----"'-=~~=£. AGENCY APPROVALS . REGULAR PLAN CHECK APPROVALS/COMMENTS ENGINEERING DEPAR'TMENT: PLANNING DIVISION: FIRE DEPARTMENT: BUILDING DEPARTMENT: VICINITY MAP • ~a,ir,iogs.,;~s.= m ,· ·\, PROJECT PERSONNEL OWNER: SOILS ENGINEER: RICHARD JOSEPH AND DARCY BOX T.B.D 5380 LOS ROBLES DRIVE, CARLSBAD CA P.H 760 8407028 DESIGNER: DANIELLA CORVETTO PH. 7607011071 STRUCTURAL ENGINEER: LOVELACE ENGINEERING GOVERNING CODES: GENERAL CONTRACTOR: T.B.D LANDSCAPE ARCHITECT: N/A SURVEYOR: N/A THIS PROJECT SHALL COMPLY WITH THE FOLLOWING MODEL CODES ADOPTED BY THE CITY OF CARLSBAD: -2016 CBC (California Building Code) -2016 CMC (California Mechanical Code) -2016 CPC (California Plumbing Code) -2016 CFC (California Fire Code) -2016 CEC (California Electrical Code) -2016 California Energy Code -2016 CRC (California Residential Code) -2016 CGBSC (California Green Building Standards Code) -2016 CAC (California Administrative Code) -2016 California Referenced Standards Code -Title 19 C.C.R. Public Safety, Sate Fire Marshall Regulations PROJECT SITE I ~ ! iJOB SITE uoE __________ _:_ ______________________________________ __[ ________________________________ ...1_ _________________________________ L_ ______________________________________ ~ w ~. ~ :E ~ -~ ai g> DC 11/181202110:00:10 AM CDP-2020-0010 LICENSE: Submittals: Date 05/1012021 Revisions: No. I u Issue Description SUBMITTAL #1 Date PROJECT/ CLIENT: ·-I.. C <( • • ~ (.) ..J -w :c "'O C o ca 0 ~.c ~ ti) w ti) -a:: I.. o ca ..J (.) 0 00 M Lt) w :E 0 J: >< 0 m APN: 210-112-06-00 Project No.: 212-1 COVER SHEET/ NOTES T101 ~· " .. . ,. . ~ ~ , .. . .. , "·· " ,_ , . _ , , , ,v , , _ , ,.. . , , • .. , , ... ., "" " ' ' " ' " ' " ' " " ' v, ov , v , , . , v , "" " ' "'" ' "'" u , u < > r v t i ! µ1 u µ t l ! 1 l y u1 ur n s a1 c r n 1 e c 1 wn e 1 n e r 1n e pr o J e c r ro r w n i c n tn e y we r e pr e p a r e d is ex e c u t e d an d co n s t r u c t e d or no t . Th e s e do c u m e n t s ar e no t to be re p r o d u c e d in an y fo r m an d th e y ar e no t to be us e d by th e pr o j e c t ow n e r no r an y ot h e r en t i t y on an y ot h e r pr o j e c t s or fo r an y ex t e n s i o n s or ad d i t i o n s or al t e r a t i o n s to th e or i g i n a l pr o j e c t ex c e p t by wr i t t e n au t h o r i z a t i o n an d pe r m i s s i o n fr o m an d ag r e e m e n t wit h th i s ar c h i t e c i t . ' ' I ~~ ;s : ~ ~ ~ m ~ m ~ (- ~ ) "' ,/ ., 0 ;o ;o m ., m ;o m z 0 m 0 z r -< en -C m < -m ~ =) ·-- . . . __ _ _ _ ./ I :; a m )> :; a < -m ~ "' ii )> "' ... . . ., ii C r: - , , .Q z ... . . . c= ) ~- - - - - / en -C m < - RE M O D E L : m m 53 8 0 Lo s Ro b l e s Dr i v e )> >< () I\ ) -- 1 .. . . -" ' m z 0 i! ! 0 ' 0 -" ' Ca r l s b a d , C A 0 .. -' ;; o I\ ) 0 ' 0 Ol BO X HO M E ' 0 0 0 =) .... . . . . - -- - - ., , :; a 0 z 1- I < -m ~ "D [> [> [> z ;u 0 CJ ) r (" ) ;; o 0 0, () 0 0 11 ) - QI C: ~ . < 0 - O' m C <- -· ;; : , (D 3 z m VI 0 (/ ) "t J 0 "' -- 1 0 ~ .. . m :: J .. . .. I - Q) - VI 0 VI I\ ) r (/ ) .. (/ ) 0 m C z m I\ ) -- 1 (f ) 0 C (D 0 "' "' .: C') I ~ :: ! . 0 i: : , 0 0 r .. . .. o· ~ QI ~ :: , - 0 m -•~-<,'/, "'"'• WALL TO REMAIN I I UNDERGROUND PIPING DISCHARGE P T, PROVIDE EROSION CONTROL G O COVER. AT PLANTER 6 0 NGAN OPLAN 3/32" = 1 '-0" (N)PAD-- \ ADDITION FOR~ MAIN HOUSE \~ -\· -,\_-----~ 6 -\ \__. -:::---- (N) PAD --~-1 ADDITION FOR 2 CAR GARAGE 341 SF 6 60 GRADING QUANTITIES IN CUBIC YARDS CUT O CF (0 C.Y) FILL O CF (0 C.Y) EXPORT O CF (0 C.Y) IMPORT O CF (0 C.Y) REMEDIAL 900 CF (33 C.Y) (FRONT YARD, PROPOSED NEW PAD FOOTPRINT-ALL REMEDIAL TO PREPARE FOR NEW RESIDENCE) BMP'S APPL YEO PER THE STANDARD PROJECT Author REQUIREMENTS CHECKLIST E-36 i ' I SC-1 I PREVENTION OF ILLICIT DISCHARGES INTO MS4 ~ PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL. I SC-5 I PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL. I SD-1 I MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES I SD-4I MINIMIZE SOIL COMPACTION I SD-5 I IMPERVOIS AREA DISPERSION I SD-7I LANSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES ANY WORK BEING DONE IN THE PUBLIC'S RIGHT OF WAY REQUIRES R.O.W PERMIT 11/18/2021 9:59:53 AM ' 7 c===J ~ ? -17 / II I I I! I ,, ii u f-----1 EXISTING WALL TO REMAIN WALL TO BE DEMOLISHED ROOF/FLOOR TO BE DEMOLISHED DOOR TO BE REMOVED WINDOW TO BE REMOVED p 6 [El BAC,V'.YARD NO WORK fQ BE DONE HERE EXISTIN{.3 BRJCK WALL ,,---TO REM£'.IN (E }LAUNDRY TO REMAIN 100 SF (E )ADU 600 SF EXISTING TRENCH DRAIN ALONG REAR YARD RETAINING WALL _,__--,-□RAIN TO REMAIN. 1 % MINIMUM SLOPE 58 (E) PERVIOUS PAVERS TO REMAIN (E) CONG. PATIO TO REMAIN (E) CONNECTION OF UNDERGROUND DRAIN PIPE TO TRENCH DRAIN (E)3' RETAINING WALL---- TO REMAIN (E)UNDERGROUND 6 ,-DRAIN P!PE MINIMUM (E) UNDERGROUND PIPING DISCHARGE POINT. PROVlDE EROSION CONTROL GROUND COVER. AT PLANTER -\ \ EG/FG 62.0: IE ,, 61.62 ' / SLOPE 1% TO rRONT YA I (Ei SLOPE ,. AWAY FRUM BUILDING EGJFG~ \ (E) VINYL FENCE6'HT.~, (E) 8RIK WALL, (E) PLANTER\ \\ \ . EGIFG~\\\, ' \ _, , '- ,-EGIFG62 ' I ~ .• ....,..-=-..,..,...,.1~'.....,i ·.,,;_· .... ·.....,l,,,_....,..,11.,._.....,..,...l_,,;:,,_-.I....J_, . -111 ,-111 , ill -I 11 -Ill -Ill -,=11-,---11-, -,1-, -,.-------,_ --i=1 1 1=111=i 111=11 1= !-.-,_, ,_ -, ,-,_,-, ,-,_, --, ,-,_,-, ,-,_ l B j ~4~~-~ YARD SECTION __ _ ADJ. PROP. \ \ \ (E)UNDERGROUND ti" DRAIN PIPE. MINIMUM SLOPE 1% TO FRONt YARD EG/FG 64-----, ' \ i L ~, -. 1L,-,I---,,--_._, ,_ -•I- ,, 'i 5'-0" 2'-0" I-' I -111-·111 I i -_ .,, 1 -. l-101141' 3'-10" 3'-0" ~-5' , IE 62.57 ', DRAIN~ 1, TYP. IN \ 1, SIDEWALK \ 11 (Ei CONCRETE PATH • sco•~ ~,~. 4',GIFG 65.5' C, IE65 \ \ (E) AREA DRAIN TYPICAL \ PUBLIC UTILITIES SAN DEIGO GAS AND ELECTRIC JAN. 1. 1956 BOOK 6/24------- 23'-0" t;:; w Cl'. to 60'-0" ~1 (/)' w ..J ~I (/) g 30'-0" 23'-0" t;:; w g:: (/) STREET PROFILE OF LOS ROBLES DR. 2'-0" 5'-0" 0 ~ ::J (.) 0 w ..J ..J ~ ADJ. PROP. (El PLANTER (E) BACKYARD NO .,------WORKTOBEDONE HERE EGIFG64~ / IE63,5 , ' .,------\EXISTING BR!CK WALL TO REMAIN 1~-+---1 (E )ADU 600 SF -EXISTING TRENCH DRAIN ALONG ,:\ .• -+-+-----:REAR YARD RETAINING WALL. · •.a DRAIN TO REMAIN. 1% MINIMUM I·, SLOPE if F ,~. i_ --\---;[-fES,G,/f/::'(~,<36§'5 '$~' ~\ --- ~(E) CONCRETE PAD~ 1\S.---I-,,__ __ (E) DOWNSPOUT TO BACK YARD 1TH (E)DRAINAGE SYSTEM FF 65 / / ·-!- . / ' \ \ ' ' \ \ ' \ \ s \ \\ ' , \ (fl \ I q"' \ 'Lz '0(11 ' . "'10 \ \ Cl,;';. \ \z~ \ Gl'Z-\ \>I"' \ ►'i -:-(T\ "' SITE PLAN~ ~(E) PLANTERj 1/8" = 1 '-0" PROPOSED SINGLE FAMILY RESIDENCE FF•65' FP• 64.5' -~(E) CONCRETE PAD •• •, .;_,.,· e------_ "> _ . --. : : EfF'Ef\Vl,Oi,Js. p •.:.-'·, .. · ',:°_:_:: ·;r~J;:_7Mf.l~"/·" ____ -_·'--. . ..... \ \ _-:. ------: . ·:., --~· ·. -,~.-'"'· ;_ . . ;,,:, ., .-· ........ , •" . '· , .. · .. -.· . \c (E) UNDERGROUND DRAINAGE 6" PIPE FROM REAR YARD \ AREA OF WORK. DISCHARGE POINT O (E) c;-.c..~,UNDERGROUNDDRA AGE PIPE FROM REAR YAR INTO (E) SLOPED PLANTER \ SITE DRAINAGE TO COMPLY WITH CITY OF CARLSBAD ENGINEERING STANDARD GS-15 PROVIDE MINIMUM POSITIVE DRAINAGE OF 5% TO THE DRAIN 10 FEET AWAY FROM THE BUILDING \ \ ADJ. PROP. (E).CONCRETE PATIO TO REMAIN \ ~ I io \ ,L ~--i 1--,r- \ \ -) (f) 0 ' l:. \ \':..,_""'--"'-r- ",\ . so-5, ADJ. PROP. (E) CONNECTION OF UNDERGROUND DRAIN PIPE TO TRENCH DRAIN \ \ \ • '----I PROPOSED SINGLE FAMILY RESIDENCE 58 --,-.,-, :-··· . .,-\ "] LEGEND LANDSCAPE NEW CONCRETE SLAB (E) LAUNDRY TO REMAIN (E) ADU TO REMAIN (E) CONC TO REMAIN (E) PERVIOUS PAVER TO REMAIN (N) PERVIOUS PAVER CDP-2020-0010 LICENSE: Slip Sheet 04.08.2016 Submittals: Date Description 0511012021 SUBMITTAL #1 Revisions: No. Issue Date PROJECT/ CLIENT: •• ...J w C 0 ~ w a::: a, > 0 00 M Lt) -.... ca 0 w :E 0 ::c: >< 0 CQ APN: 210-112-06-00 Project No.: 212-1 SITE PLAN AND EXISTING AND DEMO PLAN A100 0 "? st "' ' 0 ~ ..... st ' st ..... © tli 'f 10'-8 1/4" EQ EQ ct_ 7'-7 314" 4'-6" [ill ---r -- 8'-41/2" d 7'-0" LIVING I 12'-0" ' ~ITCHEN ' AC UNIT 43'-5 3/4" 4'-7114" EQ I EQ 1 i ct_ 7'-7 3/4" 4'-6" \ UP / 650'~ . ' ' '-0''. ' ----------1--0)' : 13'-0" \ DINING 4'-2" Cl:'. w 1-z ::5 a_ F GATE---~--i 6'-1 O" 3'-6" I- Cl:'. w 1-z ::5 a_ EQ CL. 1111--+------,f·---l-------'--!-- 2'-7 3/4" 13'-0 3/4" CL., ' .I '-6" i a 2'-4 l/4" w "'I '1: 0 ..... BEDROOM3 ~ 0, ' "' a w ,/1' 30'.-10 3/4" ,r{i_Qj_J I I -, --~--'---4 EQ -- EQ 25'-1 112" • --_,,__ __ ----------_,_ ' I ~ 25'-0 1/4" -------- ----7~ -1-----I --1- I 3'-8 1 2" 1 --~ ............ I ..... --'1? ....... ___ I :: ----I --.· _---r---t-----,----------------c.;_____--' I :.....I- I I I '1: I ..... 0 I ..... ' "' ~ -----+-- I I I .~\ ' 6 ' \~ FRONT YARD SETBACK ('5 \ +--+-......;' ' ·~ \J A301 ) ~0,:-+-E: ~' 9 u + ___i,'"-4--___Jjliill!!!!!!!!ll!l!i!li!!!!!l!!!!!!!!!!!!!!!!!ii!!!!i!i!ll!lllll!l!'t ~ i ' --"' - Ii 10'-2 3/4" ...... z i <' 0. ! i 3'-3"1 BATHRooon---- B WIC BEDROOM 1 · 14'-0 112•1 I C \ 1 ST FLOOR PLAN -MAIN HOUSE 1/4" = 1 '-0" WALL LEGEND I • · 1 J .... EXISTING TO REMAIN TO BE DEMOLISHED 2x4 FRAMING 2x6 FRAMING 2x8 FRAMING Author 11/18/2021 9:59:57 AM 2x4 02 03 04 06 09 12 14 16 17 19 22 23 24 KEYNOTE LEGEND KEYNOTE TOILET PAPER ROLL HOLDER, PROVIDE SOLID BACKING '18"X24" TOWEL BAR PROVIDE, SOLID BACKING FULL HEIGHT TILE/SLAB AT SHOWER LAVATORY WITH OVERFLOW IN 36" HIGH VANITY/ COUNTER TOP/ MIRROR DOUBLE OVEN 36" HIGH COUNTERTOP WITH BASE CABINETS SINK WITH DISPOSAL DISHWASHER 36" HIGH ISLAND COUNTERTOP WITH BUil TIN BASE CABINETS 42" WIDE REFRIGERATOR WITH WATER HOOK-UP BUil T-IN UPPER CABINETS CLOSET ORGANIZER 48" RANGE ' ' KEYNOTE # 30 38 41 43 94 95 96 97 101 103 104 KEYNOTE LEGEND KEYNOTE WALL MOUNT RANGE HOOD TRASH BIN FIRE PLACE, TV/MEDIA WALL RECYCLING WATER SOFTNER WATER HEATER, GAS FURNACE WINE REFRI. .ROOF ABOVE ·. ELECTRIC VEHICLE CHARGER SOLAR TUBE '1: 1'-0' ~-( D ', \ j BATH2 ' '-4114~ •i I 104 ,, 12'-8" "' BEDROOM2i, ' ..... 20'-0" -I o, Oj N, I 2CARGARAGE 23'-7 1/2" fn ' ct_ I "' ..... L 2o·X20· _ _,__ __________ _ __ _J 11 11 ! '- -74'-41/2" ( E \ F \ j 'NOTE: ' ' I I I I L. G V H ) ' J, i-PENTRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CRC SECTION R302.4 -WALLS SEPARATING UNITS IN A DUPLEX SHALL HAVE A SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50. CBC SECTION 1207 SEE DETAIL 16/A701 NOTE: -WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. NOTE: -WHEN MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. NOTE: -ANY EXISTING SMOKE ALARM THAT ARE MORE THAN 10 YEARS OLS WILL BE REPLACED NOTE: -PROVIDE BATTERY SMOKE DETECTORS INSIDE ALL EXISTING BEDROOMS, ACCESS TO ALL BEDROOMS AND EACH FLOOR PROVIDE BATTERY CARBON MONOXIDE ALARMS OUTSIDE ALL BEDROOMS AND EACH FLOOR. ,...........; 38 I·-r-@J ' I \ \ I I r? JI -.... ' ', ,I -' ' I ¥1 r\ ' 1 ' / / I 0 ------------ PARTITION NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR GRID LINES, UNLESS NOTED OTHERWISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 4. ALL PLUMBING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C. 5. ALL INTERIOR WALL PROJECTIONS SHALL US 2X WOOD STUDS. 6. PROVIDE 2X10 WOOD BLOCKING/BACKING AT BACK OF EACH DOOR SWING IN LINE WITH DOOR HANDLE. PROVIDE 2X10 BLOCKING/BACKING AT ALL LOCATIONS FOR TOWEL BARS, TOILET PAPER ROLL DISPENSERS, WALL HUNG VANITIES, WALL HUNG CABINETRY, WALL HUNG LIGHTING, ETC. 7. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERWISE) 8. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR WALL ATTACHED ITEMS. ALL WOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH MODEL BUILDING CODES AND FIRE CODES. 9. DO NOT SCALE DRAWINGS! DIMENSIONS GOVERN. 10. ALL "HOLD" OR "CLR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOWN "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL WALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOWING LOCATIONS PER CODE, A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES.AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPED CEILINGS, AND COVE CEILINGS. C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH ON COMBUSTIBLE MATERIALS. E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEW AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNMENTS IN DRAWINGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE. 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL WET LOCATIONS. 15. WHEN SHEAR PANELS ARE INSTALLED BETWEEN THE FIRE PROTECTIVE GYP BD. AND THE WOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL CDP-2020-0010 LICENSE: Submittals: Date Description 05/1012021 SUBMITTAL #1 Revisions: No. Issue Date PROJECT/ CLIENT: • • ...J w C 0 2: w a:: a, > ·-I.. c<C ~ (.) -"" .c "'C o ns ~.c ti) t/J -I.. o ns ...I (.) 0 00 M Lt) w :E 0 :c: >< 0 m APN: 210-112-06-00 Project No.: 212-1 FIRST FLOOR A201 Author 1111812021 10:00:00 AM ---· ~---- 10'-81/4" ____ ; __ _J_ __ -.! i ' : •,; : ______ __:..'._, 5 ,>--+---+-- 8'-4 1/2" 4'-7 114" I ' [ill----1 I CABINET/ STORAGE ,,,,,;;:;-i ~f-,. ~ I \ ~1[]'' PW "' I ~\~~ ! ( 2 · A501 A301 13'-0" C fil • " I V __ , __ ,, ' BUil T IN WET BAR, PER MUNICIPAL 74'-4112" cp CODE 21.04.378.1--_ 7 I I I I I I I \ 1E \"-/ I I L 9..1 ,7- i 6'-10" 7 -~~ I I I I I I L __ _ 7 3'-6" G y H \, J\ J - 1'-11 314 -- 25'-5" ----' ( J \. -- J ' __ _,,110----+---+---------------------'~----'-----/. l---~-~~=it __ :~-~~--'~--~-01 _ -.~ ____ _ ---1-·;·· •• / / •. / (? -.. I --~'-+--·•.• ,;._c_· -- / ~ " ~-~--:::--~ --;J=-=: -~ ~,:,, .::: ::: R:.: :::_ I (3).ic-,+-."-'-'<-~ ~•'""1~~lcl \~-:~-[~ ~ ~c~-=-cc~ ~~~-c ~ - ?'---~~--+-c-'-'+__t___:_~ ~-----11-~· '---'-~~~~~=+I~-~ \ \\, \\\ ' ' ' ' I 1:... "=.· == ~-~-~ -_:-:, M~ :_ I j , ... ~ ~ "-=~-,c~rl_:: --=i [£>----~~=-~ =:~-~- -_:_---'-=--=.J---=--·i· :::::.....j-.:_ ;:::;_ :-,, : ' ---j _, , ___ j -~--: :_1__:_i i I I I I I : : 1: I __ _!__~ -~:~ _ __:____: ' 8'-6 314" ---7 I I WIG I I I I 2 i I ' ,, : ;i :., -~-----'-~-r------,-: ' . . ci ' I 2'-10 1/4" I ( \ I 1 , SECOND FLOOR \~ 1/4" --1 '-0" KEYNOTE # 01 02 03 04 06 07 08 KEYNOTE LEGEND KEYNOTE LOW FLOW TOILET. TOILET PAPER ROLL HOLDER, PROVIDE SOLID BACKING 18"X24" TOWEL BAR PROVIDE, SOLID BACKING FULL HEIGHT TILE/SLAB AT SHOWER LAVATORY WITH OVERFLOW IN 36" HIGH , I VANITY/ COUNTER TOP/ MIRROR I SHOWER HEAD MOUNTED AT 78" ABOVE DRAIN . 36" HT BAR WITH SINK AND CABINTES/ luNDERCOUTER REFRIGERATOR PER OWNER I KEYNOTE # 11 37 44 82 97 101 104 109 116 KEYNOTE LEGEND KEYNOTE RECESSED MEDICINE CABINET BUILT IN CABINETE 3/8" TEMP. GLASS PANEL CLASS "A" ROOFING. ASPHALT SHINGLES ICC REPORT-ESR 1389 OR EQUAL INSTALLATION . PER MANUFACTURER WINE REFRL ROOF ABOVE SOLAR TUBE SPA TUB I WATERPROOFING SYSTEM: DEX OTEX ELATEX 500: (ESR #1759) 3'-10 3/4" : I ' I ---:--t I I a w a w 16'-2114" M.BED 13'-21/4" \ 4'-7 1/4" 7'-101/2" C ! r -------' " SLOPE_ 1/4"/FT. .SL!OP '1/4."/FT WALL LEGEND EXISTING TO REMAIN TO BE DEMOLISHED 2x4 FRAMING 2x6 FRAMING 2x8 FRAMING 2x4 A A301 I ----' -: i I ------ PARTITION NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR GRID LINES, UNLESS NOTED OTHERWISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE. 4. ALL PLUMBING PARTITIONS SHALL BE 2X6 WOOD STUDS AT 16" O.C. 5. ALL INTERIOR WALL PROJECTIONS SHALL US 2X WOOD STUDS. 6. PROVIDE 2X10 WOOD BLOCKING/BACKING AT BACK OF EACH DOOR SWING IN LINE WITH DOOR HANDLE. PROVIDE 2X10 BLOCKING/BACKING AT ALL LOCATIONS FOR TOWEL BARS. TOILET PAPER ROLL DISPENSERS, WALL HUNG VANITIES, WALL HUNG CABINETRY, WALL HUNG LIGHTING. ETC. 7. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERWISE) 8. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR WALL ATTACHED ITEMS. ALL WOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH MODEL BUILDING CODES AND FIRE CODES. 9. DO NOT SCALE DRAWINGS! DIMENSIONS GOVERN. 10. ALL "HOLD" OR "CLR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOWN "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL WALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOWING LOCATIONS PER CODE: A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,ATTHE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL . B) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPED CEILINGS, AND COVE CEILINGS. C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. I D) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH ON COMBUSTIBLE MATERIALS. E) AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEW AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNMENTS IN DRAWINGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE. 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL WET LOCATIONS. 15. WHEN SHEAR PANELS ARE INSTALLED BETWEEN THE FIRE PROTECTIVE GYP. BD AND THE WOOD STUDS. THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL ---------------~~,,, ___ ------- CDP-2020-0010 LICENSE: Submittals: Date Description 05/10/2021 SUBMITTAL #1 Revisions: No. Issue Date PROJECT/ CLIENT: • • ..J w C 0 2: w 0::: a, > ·-I■• c<C ~u -.. .c "'C o ca et:: ~ tn -c o ca -l(J 0 00 M Lt) w :E 0 :c >< 0 CD APN: 210-112-06-00 Project No.: 212-1 SECOND FLOOR A202 -r - · · - - iS ex e c u t e d an d co n s t r u c t e d or no t . Th e s e do c u m e n t s ar e no t to be re p r o d u c e d in an y fo r m an d th e y ar e no t to be us e d by th e pr o j e c t ow n e r no r an y ot h e r en t i t y on an y ot h e r pr o j e c t s or fo r an y ex t e n s i o n s or ad d i t i o n s or al t e r a t i o n s to th e or i g i n a l pr o j e c t ex c e p t by wr i t t e n au t h o r i z a t i o n an d pe r m i s s i o n fr o m an d ag r e e m e n t wi t h th i s ar c h i t e ! c t . I '! 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DECK 86' -3" _ (N) T.O,P2 85' -3" SECOND FLOOR ~j --76'-3" • _(N)T.O.P1 ~ 75' -1" . ! / I / I I I I ' 1=: ' , I ~ I 12 !8'-0" HOR -i--~ I I I I I DECK 86' -3" _(N} T.Q_P 2 85' -3" SECQND l:_LQ._QR _I"\ -76' -3"'~ JN)T,O.P1 ~ -75'-1" lf-==================;+---:-t--:----~r----:1i,irST FLOOR/ GARGE LEVEL «) r , es·-o" CJI __, 1 KEYNOTE # 28 32 36 46 52 82 KEYNOTE LEGEND KEYNOTE STONE CAP ROOF GUTTER 1 COAT STUCCO, SEE DETAIL 5/A7.01 WOOD FASCIA , SPARK ARRESTOR I! n CLASS A ROOFING. ASPH ALT SHINGLES ICC REPORT-ESR 1389 OR EQUAL INSTALLATION PER MANUFACTURER : I ' CD P-2020-0010 LICE NSE: Sub mittals: Date Description 05/10 /2021 SUBMITTAL #1 Rev isions: No. Issue Date 6 6 6 PR OJECT I CLIENT: • • ..J w C 0 ~ w a:: Cl) > ·-s... c<C ti) (J Cl) "" -"C .c ea 0 .c a:: ti) ti) -s... 0 ea ...J (J 0 00 M Lr) w :E 0 :c: >< 0 m APN: 210-112-06-00 Project No.: 212-1 ELEVATIONS A302 is ex e c u t e d an d co n s t r u c t e d or no t . Th e s e do c u m e n t s ar e no t to be re p r o d u c e d in an y fo r m an d th e y ar e no t to be us e d by th e pr o j e c t ow n e r no r an y ot h e r en t i t y on an y ot h e r pr o j e c t s or fo r an y ex t e n s i o n s or ad d i t i o n s or al t e r a t i o n s to th e or i g i n a l pr o j e c t ex c e p t by wr i t t e n au t h o r i z a t i o n an d pe r m i s s i o n fr o m an d ag r e e m e n t wi t h th i s ar c h i t e C t ~ ~ ►- s: ~ ~ ~ 0 g 0 ~ 0- - 0 - - - U - 6' - 9 1/ 2 ' ' -- - - SY S B <D 0 '\ , : _ __ . : _ -- - __ _ .. . . . . . . . , -- - - - __ _ , , , . , ; ; ; _, -- - - - - -- -- ~ - -- - -- - - ~ -- / -- , - __ -__ ,. :/ ~ I I I I . I ~ I /" ' I , I I I I I " I / ·: / / /I ~t - .. . . > . I -r 11 :1 N .j _l // " ,, , , . , / // / / ' // // / , / / ~ , .. ·. · .. ·· · . .· _ ~· · ' --- - - - - - - - - - ~ < "' ~. ·, -~ ~· · -- -- ~ . . . ', , , ~ , "I ~. " " . /. 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Oi _, I "" ' __ OECKi 86' -3" _ ____{,\I) T._Q.P 2 """., 85'-3" \ SECOND Fl,.OOR I"_,, 76'-3-..------\~ __J_N) T __ O.P 1 ~\ 75'-1~ 8' HOR __j_§_T FLOOR/_Gfo,RGE ~~, CDP-2020-0010 LICENSE: Submittals: Date Description 05/10/2021 SUBMITTAL #1 Revisions: No, Issue PROJECT/ CLIENT: • • ...J w C 0 :E w 0:: APN: 210-112-06-00 Project No.: 212-1 SECTIONS A501 Date