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Home My WebLink AboutCDP 2018-0002; MINICILLI ADDITION; Administrative Determination,. A66~E:VIATIONS A .AB • AFF i ALT 'AL-UM ANOD . ARCH . AT BD e BFG BL-DG . BL-K • BOT f :0;N , GB ,,,,.. , GHAN '-"'.GI . GL-G i GMP , GMU ! COL- : GONG · CONST '. CONT . GONTR · GPT /G i GT ' : DBL- D i DET 'DIM DN DR Di"IG 'E I EA e 'EJ . EL · EL-EC !EQ ! EQUIP I EXP i EXT I FD F FDN FIN 'FLR ! FL-UOR : FP 'FRP FURR GA ~ GAL 1,,;7 GYP B D GG H il- · GI : GL- GR : GMMU I HDGP HDY'IR HORIZ 'HR HT HYAG Hi"IH ID INSUL INT 'IN JAN , JST . JT KO LAM , L-AY ' L-H L-L- Li"IG MAS , MATL I HAX : MECH : MFGR MH ! MIN 'MISC •MO I MTL- Anchor Bolts Above Finish floor Alternate Aluminum Anodized Arc:.hitee,t Ac.c.oustic. Tile Board Below Finished Ceiling Building Block Bottom Between Built-up-proof Gane,rete Block Channel Gast Iron Ceiling Corrugated Metal Pipe Concrete tv1asonry Unit Column Gonc.rete Construction Continuous Contrac.tar Carpet Ceramic. Tile Double Detail Dimension Down Door Drawing Existing Each Expansion Joint Elevation Electrical Equal Equipment Expansion Exterior Floor Drain Foundation Finish Floor Fluoresc.ent Fireproof Fiberglass Rein. Plastic i Furring · Gauge Galvanized Gypsum Board General Contractor Galvanized Iron Glass Grade Glass Mesh rviortar Unit Handicaped Hardware Horizontal Hour Height Heating. Vent. Air Cond. Hot i"later Heater Inside Diameter Insulation Interior Invert Janitor Joist Joint Knockout Laminate L-avatory L-eft Hand Live Load L-ight i"leight Concrete lv1asonry Material Maximum tvlec.hanic.al tvl anufac.tu rer Manhole tvlinlmum tvlisc.elaneous Masonry Opening Metal N T--- N NIG NOM NONCOM NTS O!~~ OH OPNG OPP OYHD p PART PART BD PG PIP PL- PLAM PL-Yi"ID PL PR PSF PSI a:~~ R I sl T V RA RB RD RE REFL REINF REQ'D RET REY RF RM RO ROY'! RT DFL- R TOY'! D SAC SAT SB SC 5 GONG SD SECT SIM SND SN DPL- SPEGS 55 5/S STD STL- STRUG SUSP T TlG TEL TEMP TD TJ TL-T TOG TOM TOS TOV'< TRANS TYP YT YB VERT YIF Yi"IG i"I/ i"l/0 V,C, i"ID i"IIC i"I F i"IP i"IDY'I i"li"I F i - North Not in Contrac.t Nominal Non-combustible Not to Scale On Center overflow Drain Opposite Hand opening Opposite overhead Partition Particle Board Pre Cast Conc.rete Poured in Place Plate Plastic. Laminate Plywood Pane I Pair Pounds per Square Foot Pounds per square Inch Post Tensioned Quarry Tile Riser or Radius Return Air Rubber Base Roof Drain Refer/Reference Reflective or Reflected Reinforcing Required Retaining Revise, Revised Rised Floor Room Rough Opening Right of i"lay Recessed Trash Disposal Recessed Towel Dispenser Suspended Acoustic Ceiling Suspended Acoustic Tile Splash Block Solid Gore Sealed Concrete Storm Drain Section Similar Sanitar~ 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 tvlasonry Top of Steel Top of i"lall Transformer Typical Vinyl Tile Vapor Barrier Vertical Verify In Field Vinyl i"lall Covering i"lith i"lithout i"later Closet Y'lood i"lalk-In Closet Y'!all Fabric i"laterproof V\lindow V\lelded V'lire Fabric ! STO~M ~ATE:~ MANAGE:ME:NT NOTE:S CONCRETE V'IASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE )"IASHOUT AREA TO CONTAIN V'!ASHOUT V'IASTES ON SITE, IT IS ILLEGAL TO V'IASH CONCRETE, SLURRY, t--10RTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMV'IATER CONVEYANCE SYSTEM OR ANY RECEIVING V'IATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE V'lASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRtJGHON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT Off SITE. THIS SHALL INGLtJDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AV'IAY FROH GUTTERS AND STORMDRAIN 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 INST ALLING EROSION RESIST ANT SlJRFAGES SlJGH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOV'IED DURING V'IET V'lEATHER. DIVERSIO~ DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE, CONTRACTOR SHALL PROTEGT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REt--10VE EXISTING VEGETATION ONLY V'lHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL. BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL Of TH[ NATURAL GROUND GOVER. DO NOT REMOVE TREES OR SHRUBS tJNNECESSARILY; THEY HELP DEGREASE EROS:ON. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR V'lHERE GONSTRUGTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST -GROV'IING ANNUAL AND PERENNIAL. GRASSES TO SHIELD AND BIND THE SOIL. PL.ANT PERHANENT VEGETATION AS SOON AS POSSIBLE, ONGE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. V'IATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-5ITE CONSTRUGTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS V'IHERE THEY V'lILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLlJTION OF STORMV'IATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INGLlJDE SOIL. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED Af''IAY FROM CONCENTRATED STORMV'lATER FLOV'IS AND STORMDRAIN INl.ETS. STOCKPILES SHALL BE COVERED OR PROTECTED i"iITH SOIL STABILIZATION MEASURES AND PROVIDED Jl'IITH A TEMPORARY SEDIMENT BARRIER AROUND THE 0 ERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES V'IHO PERFORM CONSTRUCTION IN THE CITY Of ENCINITAS SHALL BE TRAINED TO BE FAMILIAR V'IITH THE CITY Of ENCINITAS STORM!"IATER POLLUTION CONTROL REQUIREt-1ENTS. THESE BMP NOTES SHALL BE AVAILABLE TO [VER.YON[ V'IORKIN6 ON SITE. THE PROPERTY OV'!NJ:R(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMJl'IATER REQUIREt--1ENTS AND THEIR OJl'IN RESPONSIBILITIES. V'IASTE MANA6EMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING Of ALL !"IASTE AND UNUSED CONSTRUCTION MATERIALS, DUHPING OF UNUSED OR V'IASTE PRODUCTS ON THE GROUND, l"IHERE V'IATER GAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRIGTL Y PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMl"IATER. BERMS/DIKES SHA°LL BE PLACED AROUND DtJMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS V'lITHOUT LIDS SHALL BE PLACED Y'IITHIN STRUCTURES )"!ITH IMPERVIO~'S ROOFING OR COVERED Y'IITH TAl's.PS IN ORDER TO AVOID RAIN CONTACT V'lITH ANY TRASH MATERIAL. MANY GONSTRtJGTION MATERIALS, INCLUDING SOLVENTS, Jl'IATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, V'lOOD, AND CLEARED VEGETATION GAN SE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS V'lASTE. FOR INFORMATION ON DISPOSAL Of HAZARDOUS MATERIAL, GALL THE HAZARDOUS !"IASTE HOTLINE TOLL FREE AT (800) 114-11'15. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS GALL EDGO AT (160) 436-4151. POLLUTANTS SHALL BE KEPT Off'EXPOSED SURFACES. PLACE TRASH GANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD l"!ORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AV'IAY FROl'-1 STORHDRAIN Il\LETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AV'IAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND GLEAN UP MATERIAL THAT MAY HAVE TRAVELED AV'lAY FROM CONSTRUCTION SITE. GE:NE~Al-UTll-lTY NOTES 1. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2. PRIOR TO ROUGH IN VERIFY, l"IITH GAS GO., REQUIREMENTS FOR UNDER.GROUNDING GAS LINES. 3. PRIOR TO ROUGH IN VERIFY, V'IITH H.O.A. AND DEPT. OF )"!ATER SUPPLY. LOCATION OF V'lATER JVETER AND UNDERGROUNDING REQtJIREMENTS FOR DOMESTIC V'IATER LINES. 4. PRIOR TO ROUGH IN VERIFY, V'iITH H.O.A. AND V'lASTE V'IATER GOHPANY, LOCATION Of SEV'IER SERVICE AND UNDERGROUNDING REQtJIREMENTS FOR SEl"IER LINES. 5. PRIOR TO ROUGH IN VERIFY, V'IITH H.0.A. AND ELECTRIC-AL GOMFANY, LOCATION OF ELECTRICAL SERVICE AND tJNDERGROUNDING REQUIREMENTS FOR ELECTRICAL LINES. 6. PRIOR TO ROUGH IN VERIFY, Y'IITH H.O.A. AND GABLE 4 TELEPHONE COMPANY, LOCATION Of GABLE/TV SERVICE AND UNDERGROUNDING REQUIREMENTS FOR GABLE/TV LINES. GE:NE~Al-SITE: NOTE:S 1. CONTOURS SHOV'lN GRAY ARE EXISTING. 2. SURFACE V'lATER SHALL DRAIN AV'lAY FROM ALL PROPOSED BUILDINGS A MINIMUM Of 2%. 3. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. DIMENSIONS SHOV'lN ARE OVERALL LENGTH AND V'IIDTH FOR LOCATING BUILDINGS. 5. OV'INER TO OBTAIN A CONSTRUCTION PERMIT FROM THE GOVERNMENT AGENCY AT LEAST 4B HOURSPRIOR TO V'IORKING IN THE PUBLIC RIGHT Of V'IAY. FAILURE TO DO SO MAY RESULT IN ISSUANCE OF A "STOP V'lORK NOTICE" AND DOlJBLE PERMIT FEES MAY APPLY. IT IS THE RESPONSIBILITY Of THE GENERAL GONTRAGTOR TO KNOY'! )"!HERE PROPERTY LINES ARE LOCATED .. 6. NO GONCENTRAT::D DRAINAGI; FLO!"IS ARE PERMITED OVER ADJACENT PROPERTY LINES AND ~ATER IS TO DRA:N Ar'lAY FROM STRUCTURES FOR A MINIMµM Of 5 FEET AT 2% AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 1. REFERENCE SOILS REPORT PREPARED BY ALLI!:D EARTH T!:CHNOL06Y, DATED, APRIL :20, 200'1 .SOILS REPORT SHALL BE INGLlJDED AS FART Of THESE DOGlJHENTS AND SHALL SUPERGEDE ANY GENERAL NOTES OR DRAV'lINGS. i I ' . GE:NE~Al-INFO~MATION A~CH ITE:C TU~Al-SYM60l-S . DEFERRED SUBMITT AL-S I ~~:or:; ~~;i~~~c~1:E0~:Y'IDi::::~~ ~~:~1~6L-T~~M~i~~L-B~iL~iN16Ti~Zi:~I~~~~b~;~;t:~~~i~ T~~G : THAT THE DEFERRED SUBMITTAL-DOCUMENTS HAYE BEEN REYIEY'IED AND THAT THEY HAYE BEEN FOUND TO BE IN GENERAL- I CONFORMANCE i"IITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL-ITEMS SHAL-L-NOT BE INSTAL-LED UNTIL • THEIR DESIGN AND SUBMITTAL-DOCUMENTS HAYE BEEN APPROVED BY THE BUILDING OFFICIAL-. 1. ROOF TwR~U~S~S-E-S~------------ 2.AUTOMATIG FI,.,,R,,,_E~5o_P.,_,R,.I,.,NK,.,,L.,,E~R,,_ __________ _ : 3.EL-EC.TRIGAL_SERYIG!;_E'_Al'l~E~L-~B~O~A~R~D~D~E=S~I~G~N~------------i 3.GAS i"IA cER HEATER DESIGN · SCOPE Q[X'sORK i THE SCOPE OF i"IORK COVERED ON THIS PERMIT SHALL BE FOR THE PROPOSED PROJECT AS DESCRIBED, ! DETACHED ADDITION OF A "GRANNY FLAT" TO EXISTING SINGL-E FAMILY RESIDENCE (1 STORY) ON LEGAL-LOT ! ,- i SPE:CIAl-INSPE:C TION : SPECIAL INSPECTION PROGRAM 1 ·· . ·--·-- 1 ADDRESS OR L-EGAL-DESCRIPTION,. ____________________________ _ I PLAN CHECK NUMBER, __________________________________ _ · Oi"INERS NAME•----------------------,---~c-c-----,--.,,.-,-,----------,-,.,,..-,-=-c-,-,-----~-- . I AS THE Oi"INER OR AGENT OF THE Oi"INER (CONTRACTORS MAY NOT EMPL-Y THE SPECIAL-INSPECTOR), CERTif'Y THAT I, OR THE ARCHITECT/ ENGINEER OF RECORD, i"IIL-L BE RESPONSIBLE FOR EMPL-OYING THE SPECIAL-INSPEGTOR(S) AS REQUIRED BY THE BUILDING CODES FOR THE CONSTRUCTION PROJECT L-OCATED AT THE SITE ADDRESS ABOVE. SIGNED ______________ _ ! I AS THE ENGINEER AND/OR ARCHITECT OF RECORD, CERTIFY THAT I HAYE PREPARED THE FOLL-Oi"IING SPECIAL-INSPECTION ! PROGRAM AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT L-OGATED AT THE SITE ADDRESS ABOVE. I SIGNED _______________ _ 1. L-IST OF i"IORK REQUIRING SPECIAL-INSPECTION ] SOIL-S C,OMPL-IANGE PRIOR TO FOUNDATION INSPECTION ] CONCRETE CONSTRUCTION [ I I PRESTRESSED CONCRETE ' I I DESIGNER SPECIFIED I I FIEL-D i"IEL-DING I I HIGH STRENGTH BOL-TING . [ ] EXPANSION / EPOXY ANCHORS I I SPRAYED-ON FIREPROOFING [ ] MASONRY CONSTRUCTION [ I OTHER 2. NAME(SJ OF INDIYIDUAL-(SJ OR FIRMS RESPONSIBL-E I A. ----------------6 .. _______________ _ G .. _________________ _ D. _______________ _ 3. i"IORK REQUIRING SPECIAL-INSPECTION 'A .. _________________ _ : 6. ----------------• G .. _______________ _ FOR THE INSPECTIONS L-ISTED ABOVE I D ·----,----,,,,=-,--,--,---,------,---::--c,-,--=:-,---,-:= [ SPECIAL INSPECTORS SHAL-L CHECK IN i"IITH THE GOVERNING AGENCY AND PRESENT THEIR GREDENTIAL-5 PRIOR TO I BEGINNING i"IORK ON THE JOB SITE I KEYNOTES] /~ / . [A-9.01 )---- \~;;' REVISION GL-OUD i"IITH NUMBERED TRIANGL-E I EL-EYATIONS I ELEY ATION NUMBER NUMBER OF ELEY. ON SHEET [REFERENCE DETAIL I · DETAIL MARK (;\ Slf1 DETAIL-NUMBER -0 __ DETAIL-SHEET [sEGTIONS ·· · --SECTION NUMBER SECTION SHEET 1 Room name [_ 101 J 150 SF .\ ,. (A •. I GRID OR COL-UMN LINE ROOM NAME ROOM NUMBER ROOM AREA EL-EV ATION TARGET CONTROL-POINT -----PROPERTY L-INE -,f---- C_ioD IA' '¼,/ -GENTER L-INE -,(' DIMENSION -DOOR TAG --i"IINDOY'I TAG -FINISH EL-EVA TION MATE:~IAl-SYM60l-S L .I GONGRETE . .:.', ··-_J GROUT /MORTER PL-ASTER/STUCCO MARBL-E/SL-ATE m111r1rrw GEIL-ING TIL-E C :; i I , ' ' Ii' EARTH -,; GL-ASS ·------1 ;·,, I I [ ----,,., --·1· .. /'j ' k_··--~ i"IOOD/CONTINOUS/ROUGH BL-OCKING i"IOOD BL-OGKING PL-AYY'IOOD (LARGE SCAL-E AND SMAL-L- SGAL-E) -c],~:J GYPSUM BOARD BATT INSULATION RIGID INSULATION GUT STONE --------------'------------·----------------- ------------------------------- MINICIL.1...1 ADDITION MINOfc-COASTAL. DE:VE:L.OPME:NT PE:fc-MIT 11 ACCE:SSOfc-Y DY.,E:L.L.INc& UNIT 11 6'1~6 Highland Dr. Carlsbad , CA '1~008 APN. ~01-160-60-00 ___ ,_,.,.__ ,G ' .!' ! --I '_ ' , __ : ',( -.. .,------------ ( / P~OJECT DATA VICINITY MAP ······r·· i i G~ADING INFO~MATION Pf'<.OJEC T ADD!'<.ESS: 3926 Highland Dr. Carlsbad ,GA 9200B LEGAL DESC!'<.IPTION: ALL THAT PORTION OF TRACT NO. 241, THUM L-ANDS. IN THE CITY OF CARL-SBAD, COUNTY OF SAN DIEGO, STATE OF GAL-IFORNIA, ACCORDING TO MAP THEREOF NO. 16B1. FIL-ED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915. ASSESSOF<. PAF<.CEL: 201-130-60-00 LOT SIZE: GROSS L-OT SIZE O 11,149 SF !;11,/JL.DING / Af'<.E:A ~AL.CUL.ATION: (E) HOUSE C (E) GARAGE• ADDITION GRANNY FL-AT• ADDITION COVERED PORCH• TOTAL• 14B6.04 0.0 1,052.00 462.19 3000.00 SF. SF. SF SF. SF MAX L-OT COVERAGE 40% OF 11,149 SF O 4.460 SF PROPSED L-OT COVERAGE• 3.000.00/11,149.0 ° 0.269° 26.9% < 40% SETBACKS ° FRONT -20'-0" SIDE O 10% OF L-OT i"IIDTH' 0 14.11' X 0.10 ° 1.411' 0 1' 5" REAR c Ti"IICE THE REQURED SIDE SETBACK O 2 X 1.411' 0 14.B34 ° 14' 10" ROOF DECK AREA• OCGUPANG'Y': GROUP, R-3 ZONING DATA: R-1 129.00 • L-ot i"lidth C 14.11' SF. GONSTF<.UGTION T"r'PE/Gl,.ASSIFIGATION: TYPE Y-N, Di"IEL-L-ING SPRINKLERED, YES NO GOVE:F<.NING GODE:S: THIS PROJECT SHALL GOMPL Y V'IITH THE FOLLOV'lING MODEL CODES ADOPTED BY THE CITY Of CARLSE!AD, -2016 GBG (California Building Gode) -2016 CMG (California Mechanic.al Gode) -2016 GPG (California Plumbing Gode) -2016 GFG (California Fire Gode) -2016 GEG (California Electrical Gode) -2016 California Energy Gode -2016 GRG (California Residential Gode) -2016 C.GBSG-(California Green Building standards Code) -2016 GAG (California Administrative Code) -2016 California Referenced Standards Gode -Title 1<1 G.G.R. Public Safety, sate Fire Marshall Regulations ,--,--" -'' -·-t-' - I '\\ --! · \-!L"-! I I \ 1 'i P~OJECT PE:~SONNl=l- OVIINE!'<.: FRANK MINIGILLI 3926 Highland Dr. Carlsbad. GA 92008 A!'<.CH ITEC T: KYRON BRIMMER / ARCHITECT Email: k~ronbrimmer@me.com PH, 160.943.139B FAX, 160.944.1655 STF<.UCTUF<.AL ENGINEE!'<.: FARAH ENG. GROUP, ING. 11B1 POMONA RD., UNIT K CORONA GA, 92BBO ' PH, 951.138.1215 SOILS ENGINEE!'<.: AL-L-IED EARTH TECHNOLOGY 9B33 PACIFIC HEIGHT BL-VD. SUITE G SAN DIEGO, GA 92121 PH, B5B.451.4515 FAX, B5B.451.4151 GENef'<.AL CONTF<.ACTOR: Oi"!NER-BUILDER CIVIL ENGINEEF<.: N/A L~NDSCAPE A!'<.CH IT;:C.T" NIA SUI'<. VE'Y'O!'<.: GRIMEL-E SURVEYING ING 164 SOUTH ESCONDIDO BL-YD ESCONDIDO ,GA 92025 PH. 160.4B9.2200 ,. 1 -- 5hee ,, • t 11 -1 Ord \ i iL_e_r_ ' . i ---,----------------------------_, ___________________ _ " --,--'· . --~- i\l!. ---.-=:---::;;-==;--i iAREA , 1358.66 Sf. jAVERAGE DEPTH= 1.<15' : !'.OTA~ _i.?Y = .. (13~86~ \ .. 1~?)122__:' ~~---1 ii~+~F·: ------,-i~r4 -;;---_----- I AVERAGE DEPTH, 3.34' TOTAL CY, (1'11.4 X 3.34)/21" 98 EXISTING RESIDENCE TO REMAIN / SHE:E:T INDE:X Drawing Li&t Sheet Number Sheet Name -~----------- CITY OF CARLSBAD Administrative Permit Case No. C.b? 201 '6.::J:l~_ Exibit No. A Date5/3o f I . .[ j NORTH MAR 19 2018 ";, 'J ' ' ")! -' ,, __ ,,,, CDP 2018-0002 LICENSE: ITEM DATE 500 Forreeat: Elluf. "b Enc.inltas, GA <12024 ph,(""lbO) b13-"13<18 Email, kyronbrlmmer@me.c.om rH':El, www.al-onllne.net REVISIONS DESCRIPTION 03/10/2018 CDP SUBMITTAL.# 2 ____________ ,. _________ ., PROJECT/ CLIENT • • 0::: 0 LL --.... -z :::::, (!) z -..J ..J w 3: C ~ 0 fl) fl) w u ~ - C w u, 0 0.. ~ 0.. APN: :l01-160-ei0-00 ---------------.... Title Sheet PROJECT NO.: ISSUE DATE: Scale: SHEET NO,: 216-002 MARCH 5, 2018 As indicated T-1.01 ~I, ------ CITY OF CARLSBAD PROJECT NUMBER: 201B-0002 1 EXISTING FIRE HYDRANT @ 150' FROM PROPERTY LINE Site Plan 3/16" -1 '-0" _-,_-=-~ ---~~ -- / / --.,, / . ' ., . ----- .,, < .\ / / / \ / \ / ·. y/ /// < \ \ \ \ \ \ /, \ \ \ \ \ \ \ \ '-' 'ic, \ 0, \ \ \ \ \ \ -- XISTING SIDENCE ( Story) TO EMAIN \ \ \ / \ \ -- \ \ \ --------------------EXISTING FIRE HYDRANT • -----------@ 200' FROH PROPERTY · ....----------LINE. \ \ \ : --------------- PROPOSED II --- ACCESSORY DWELLING UNIT" ADDITION (1 STORY) . • '· I I j ' '• I. \ .. 1 · \ \I \ \ I / NORTH ' • ' . / \ ) I ( ~, ' -----------------------------------. ------------- .,, / / ,,.-/\ / \ \// \ //\ \ ,,........ \ / ,• ./. \ ~-~. \ // \ / .,, / / ----/ .,, ./ i _.,,,) ,,, / /,,.,r I /' (/ ! .,/ // TOPOGRAPHY/BOUNDARY DATA PROVIDED BY CRIMELE SURVEYING INC, 164 SOUTH ESCONDIDO BLVD. ESCONDIDO CA, 92025 PH. 760.489.2200. DATE :04./16/2009 NO GRADING ... ----\0 ,,, :,t \ \ \ \ \ \ \ \ \ \ \, \ \ \ \ \ \ \ \ /\ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ -----EXISTING LANDSCAPE \ FEATURES TO REMAIN \ • / . .,, / / .,, .,, / \ \ \ \ ,10· ,o \ \ / V .,, .,, \ ,, • 1--cl· s"-~'I> \ ~1--"\) \ ll"-1--" \ \ \ \ \ \ / / / .,, .,, \ \ \ \ / / > CITY OF CARLSBAD Administrative Permit ./,' . . \ \ ) e-·· ,!!",·' Case No. ____________ _ .................. B... ..-.... -------·-.................. .. Exibit No. 0_.., ___ Date ----------·-----------------------. -------------------------- ITEM LICENSE: DATE 500 Forrest Bluf, "b Enc;lnltae,_ C,A cr:;,024 ph,('"JbO) b13-'"J3<1B Em,ail, l<~ront>rlmmer@me.c.om f"IEB, www.ai-onllne.net REVISIONS: DESCRIPTION 03/10/2018 CDP SUBMITTAL# 2 ------------ . -----.------- --------------------- PROJECT/ CLIENT • • c::: 0 IJ. --I----I-z :::::> -z C) ..J :::, z ..J -(!) .J • .J L.. C C 0 z w cc 3: -"C ( ..J C z ..J c::: c::: ( ~ w C 0 co s: ~ ·--0 ..... .c: ·-en C "C c, en ~ >-"C ·-w a::: <C :I: (.) z (.) 0 ~ <( -u, O') -u, M C w w en LL (.) 0 (.) 0.. 0 <C c::: --0.. APN: :l01-1SO-b0-00 Site Plan PROJECT NO.: ISSUE DATE: Scale: SHEET NO.: MARCH 5, 2018 3/16" = 1 '-0" A-1.00 -----------·--- ( -I I I --' ' I ( ------------------------------------------------------------------------------------------ GITY Of GARLSBAD PROJEGT NUMBER: 2018-0002 \ 164.25 \ • \ \ \ \ \ FD. 314" IRON PIPE · "LS 5267" PER CR 25672 TRACT MAP 247 1681 0.00 165.18 ~ 1,24 94 ,' ';i) ,·' / '.164.65 164.83 \7', ' ( -<:'.· . \ ·"--t. CONC /f ROOF OVERHANG . '\\''-163.42 36"EUC . c·i63.41 \ ' ., \ 162.73 163.61 .. ·'.·:f::>·/ 165.43 I 164.90 \ 12"PINE 165.01 /"/ ' GM ')5t:1/ . -·<..,l65.02 \ \ AC PAVING 164.61 pp '163.98 . 163.83 \ ' ~ "' ,,- \ \ 163.99 164.26 ~\ \ 164.60 \\". 164.90 -i, ~ AC DRIVEWAY cP. \ <Y cP, <Y 0, 164.41 ~' • • 163.61 \ \ \ ' \ I \ '\ v\ \ \ 104.75 \ ' 163.60 ' \ \ \ \ 164.01 ( \1"64.97 ·-·--"-- ' \ \ \ ·< \ \-,\ CONC PATIO ·164.64 •,164.96 i FF \)65.20 \ ONE-STORY BRICK HOUSE FF=165.20 164.65 AC 1164.50 ' . \ .... . ' \/\ ' . \ 36"TR . ', \/\ \ \164.43 ' \ \ \ ) \ -164.72 ,\ \ / "·:;::--._,..<_;\:-·):._\ \ / • · v1i.t1 ll,4..18 1 ' /164.20 ' . / \ / ·-.,.- I / . " 163.62 163.62 163.50 163.87 AC DRIVEWAY 163.41 , CONC PATIO \ ROOF OVERHANG " ,,)_"<,'? '.\, 164.96 \, 164.6$ J64.95 \ \; \ ' AC 164.22 CONC 1164.31 I : 163.98' \-' \ / \ / \ I ", \ --/ '\ / 163.76,~. TBM . \! ' ,,·····/ / 163.66 FD. 314" IRON PIPE "LS 1162" PER AC PAVING 163.41 \ \ 163.42 \ PM 666 '\ ,,;;\ \.163.4'8 .. ' "' . \\ \ \, \ v-. \ 163,30 '\·., 165.08 \ 143.01 \\ ,,_._.·) ,' 142.:14 ',:!41.93 \+ '), <?J' "~\). -,. -,.. / 147.45 / ! 146.69 -,. , 146 147.10 ., ,' ' •' _-,.. 9(:6'HIGH Wf 144.41 ·~- · 147.02 \ ,.,/ GRASS 2"WIDE WOOD RET WALL . " \ \ \ \ . \ \ \ -1', 0. •'CJ' !· \ 149\6 ::I 147.17 \ 149.1~ 149.52 i '151.62' /.' /, i 149.04 146.72 \ 146.40 47.16 C.R. \ ,151.81' \ \ \ \ \146.94 . \ \ \ '\ 151.6} \ ' I :· ! 149.71 GRASS 147.61 ,.147.30 ... 148.05' '147.13 ;! I : ; 147.52 ,151.47 ' 25672 146.57 GRASS 143.50 6'HIGH Wf \ . ;\ -, \ \, \ ' • GRASS 143.32 142.94 \ ' \ I I / Y-\ ·. :\\ ¥ \ \ ·::\ \ \ \ 141.57 '{1!0,81 ' .. 140.73 6'HIGH Wf 0\ 141.87 146.45' 14~,5.23 141. 72 ,)44.90 12"WIDE i , 144.78 · .. ..-·. BLK RET \146.02 1 143.94 \143.63 WALL I 12"WIDE 144.87 \ 144.55 POND 14f80 \/ \~ .. ,4f~2 ' .. ' \ \ \ ,·. 141.42 143.81 . . . 145.10\/ ... '" 144.72,' , 1.43.61 \ , ,141.53 _/ ·,_ '! /' \143:81 ': 141.59 ; 1-.4_3.77 3 \ \ 140.32 \ )40 13 /\\:>'-:· -,.. MAP ,/ 5054 \ ' l?',.. + \\ < \ 138.85<+ ·,1 138.89 ;/2!)JQO ,; 4 65.11 65.09 O 1 ~n ·. 162.26 ~ \ \ ~ , 147.37 ' 14 .00 1 ' \ ·;,147.30 146.54 2"WIDE BLK RET 145 .18 ·...., .· (142.20 WALL '•, ,.,<' ''Vii·f55 141.41 i-' /< ,-,. '•,-5'HIGH 'MJOO DECK , o·. '\ " <" I 1\;1.10\ 1CONC: 165.06 , · . 158.87; \ '155.15 : J' \ 161 .. '2'0 166.39 ; '.165,0 1.62.,12 / / ;&•/! 1~2.15, GRASS 1 ' I 'f 116''1 ' . \ 165.01 I]i'st;,. 71 ff 3' i'fi\Q;§lld i. .. 165.10 .... -···,,,, -162.11H?2-'.,1 3 i ./ . ,, 'f\,,,-// \ ,. ' . \ I· \, j\ /, / /,•' ,,.. .· 'MJOD ! : 1~2.141 , STEPS GRASS 163.04 c'. .. / _/ 160.95 , "··---" ,i 161.93 \ 163.19 \ 159.al. ' \ ' ! \ \ ,, ~ \ \ \ \ \ \ \ 149.06, \ . ! \147.19 I / ;150.06 PARCEL WOOD RET ·,,; ', "'145.08 / > · -' 1f,/ji lg'5 143.48 WALL ,,';; ( ·· · <''146.33 144,.'45 147 61 , .. 145.85 •' i- 146.18 ! .... -,. . 5'HIGH CLF A ,,;./ ·-.',-.-,.... CLF PARCEL MAP 666 = =-<-·--CITY OF CARLSBAD · _____________ Administrative Permit I -·------------------------ Case No,====------ Exibit No. 0... ······"···----------Date TOPOGRAPHY/BOUNDARY DATA PROVIDED BY CRIMELE SURVEYING INC, 164 SOUTH ESCONDIDO BLVD., ESCONDIDO CA, 92025 . Top<>gr~pl'li~/ Boundary Surv~y~--------... ·-~------ PH. 760.489.2200. DATE :04./16/2009 1/8" = 1'-0" (Existing Gonditions) FO~ ~E:FE:~E:NCE: ONL. Y --------------------~ LICENSE 500 Forrest Bluf. #6 l::nc.lnlu,ea. CA "12024 ph,(11:>0J l:>1~-l~"le, Email, kyronbrlmmer@mec:.cm rll::O, wcvw.el-online.net REVISIONS: ITEM DATE DESCRIPTION 03/10/2018 CDP SUBMITTAL.# 2 --------···-- ----------------------- ------------------ PROJECT/ CLIENT: • • ~ 0 LL -~ -z ::::, (!) z -...J ...J w 3: C ~ 0 ti) ti) w (.) (.) ~ - C w ti) 0 a. ~ a. AFN: .201-160-60-00 Topographic Survey PROJECT NO. 216-002 . --------------------. -. ISSUE DATE MARCH 5, 2018 Scale: 1/8" = 1 '-0" SHEET NO.: A-1.01 -~-----·------------- Poor Schedule Fire Head Mar_k. ____ Count I lf,lidth I Height I f<.ating Height _____ Manufacturer ~-~- 8' -O" 8' -O" 8' - --1··--O" La Cantina or EQ. ' B C . --- C D f- E F f- 10' -O" 8' -O" 8' - 15' -O" l' -8" ---+---j' - 2' -8" 8' -O" 8' - 2' -10" 8' -O" 8' - G 2 3' -O" 8' -O" 8' -C----------l--- H 1 4' -O" B' -O" 8' - O" 8" O" O" - O" O" --~---~---~-------------~------ 3' -O" B' -O" -' >I,-' I - ---- La Cantina or EQ. La cantina or EQ. -- . ---- -- ---- 10' -O" -------+ -1 --.-! . , ! I ,~--, , I ' f G c0 I I .1 G : ! i '' ! II ! ·-· ____ _ • I I 'I r,: j' r., E)<T_. _ _FRENGH DOOR A. l"!OOD/GLASS (TEMPRED) ~ EXT BIFOLD DOOR B 3~fANEL r{-0001GLASS (TEMPERED) ; i i lu·· ' ' ' / : . . I . j ! ,:,. EXT B_JFOLD DOOR G 4-PANEL V'lOOD/&LASS (TEMPERED) Model Peecription . ----... --------- Ext Bi-Fold PorGh Ext Bi-Fold PorGh - Ext Bi-Fold Parch Interior Master Bedroom -------- Interior Bathroom Int Bi-Fold Closet Int Bi-Fold closet 15' -O" ' t 11·-.---- 1 ' i i : ' '' ! I! ! e . -... -.. J:,, -_, -T . -----,, --s0--\' ( ' ' j " _',[ __ ' -----+. D, EXT BIFOLD DOOR D 4-PANEL V'IOOD!ISL.Ass (TEMPERED) 3' -2" 3' -4" t-- 3' -O" ~~ r2•_;-~··of' •r I : i j"" "1 Ii i 11 ' ti \i i -------- --- ---~. PROPERTY LINE !o:l!l0 44' S:l" E: -------------------- A T 0 -'k--.---~-.. 0-71'! -I----------.. _ .. _____ _ ,, --,--+ -·········· 1 ----------· --14..,.4 -··---------·-----··-----~ --·---i- ----"""-- ---·-------------·----------7 ' -:,.--- ~E INTERIOR SIN6LE Fl.,,_l/S_H [)Q_Q_~_(f?,11,_THR00)':1) r..", INTERIOR SINC:>LE FLUSH DQQF',__(SEDROOM) 4-PANC:L rlOOD F 4-PANEL-!"IOOD -------- f,":\C-LOSET BIFOLD DOORS 6 4-PANEL !"IOOD lf,lindow Schedule L-~-~_r:_~l _c.o_u_n_t~l-~_i_d_th~I_H_:_ig~h_t~I ;e~=~t _j ManuFa,;turer ~I_--_-_--___ Mod_e_l __ _ ' L ' i ~ C-LOSET BifOLD DOORS !--l 4-FANEL Y'IOOD Peecription ---~. i ,_ . ", \ " L;--1-I-5 _-_--+ ~·~ o-0-,:+-~-:-:-~-::-8'-a·;i--: H~Cn_in0 --~oom ___ M_o_r~i_n_ia_~i::om/-K~it-G~he_n ______________ _J I I ------------------------------------t---7 8' -0 1/2" 12· -O" -~,,-t1--3---:~.. -11,--5-'_;,_-::-,:;:-.-.-__ ~j-L---?-<~---_ .-:-5-.• -<_--fJ ~ >=:c==, !;11 . r-· Ji! ·1·1 '.I, l, . ·-----~ 'IT '., ~ -' --',1 II " i I ---------~ ; ', : :, I >t-..:: -, i------cc... " , ii) ~ ' ;, I 1' : i : I } ~;'. ---.,.'"'.-0----i ' -' -,----T--l--J! ..[ "j" ;r1'[FixE~ J [_: l__l ____ i',I r,. DOUBLE HUNG::_FIXi;.R':J:iQ11!3LE rl_U_NR_ A i=AC-TORY MU_l.,,).,.ED l"IINDOV'l VYNIL/l"IOOD/GLASS ----- DOUBLE HUN6 L t2'-0", I --·1 or i ";']' ~~-···--· ( .. , '·· . .11; ~ Al"ININ!:> !"IINDO!"I B \/YNIL/Y'IOOD/6LASS in ' ' ' ''" ; f " i, f'>. DOUBLE C-ASEMENT e, ARC,HrlJ2._tlll':!D01"1 V'IOODNYNIL/GLASS (c) I ,---------,G-- l!J-1 ' 2 :.,- --1- 3' -11 1/4" -_____ I --"'< / --::__ /'-/ / ' --/ -.;/ ' -. ·--,/\. ··/" al "<, .·, 0· v ,\\~<,,// ~L .. <r< , ·,, >.· . . / .", . ,,,,y\ ( • ---.; / -/ • i~( __ /_\,,/~ _.· I : I I : I I -.,1_,,, r~--I - 36 C------~ ® c0 ® I r-" ~7 i PRE -MFG GAS FIRE PLACE APPLIANCE {DIRECT VENT) 1"=1'-0" / I 2 3 1 rn E:>2 ~ '1 11 I I I I -.... .... - h· -5" SIDE Y ,!,.RD SETBAC,~ -·~-+ , __ I / 18 6 5/B" B'-11/4" ,._-+--------t ~ I_I:_ ',·:I 4i5 .1111 11 ·1 I h' :_ ",,1 J!LJ 11 ! ' . . .J I @---1---'Z , ------" -----j 1--t-; ·-~ ,, ~+-- . -,--,-- : GAS ~ALLIU~J I i I : i I ' HEATER , 1· ~· , , , 1 1 I I ' ' ' · I I I. 1v1b,r, n , 1<.oom I I : I e e 1 11 I . I ' ' I I , __ • i~l--Ju_. ,J,, ' . ' i . -,i 1-1·--i ' I ! ! ' I ' ' ' ' -'-·-:~1.·! [7sl]' --' ! ·1 ''-l'.1 'o, e1,· : I' -. __ , 1 'I i' I: h i--+-i- i ! I ! I :--i-l·-:- ' ' I I, j If-~]IL~-' . . 1; I· ! r· -I 11 ~ _11 · I 1 I · . ' ,, ' ·i ! '!"I '-t~:-:35 C -O' 1 ' , 1 1 , I 11~ I I " """i I ----! --, i i : ! ' A B I , , I j : I I II I 'I I C Lower Level Floor Plan 1/4" -1 '-0" -----~ ------------------- ~ D EXISTING LANDSCAPE/ -~ FEATURE TO REHAIN e 10' -4 11/4'," (E) POND / / ' ---.. -.. -.. -- " / i I ' F J I 1' -3 112"· 1· I_ 3 11l" 10· -4 314" --1 r---------------- -~- 10' -4 1/B" --,~+----- Covered Porch / <i_ +=5 E 5/B_-~----~f~--____ 5_'_-_B_l_l_B_" --,-------_ 7L _1_s<i_~· -_s_V'l_1~_B_~----- ' '-_!;__________, ! i ;-·-: t----'1 ! !!· ,--1,1 . 'I:: . , I I' -' ,,, , 2T, , 1.,1 I ! I I , I , t , -t-L i • i : i 11---,- I ! ' :j : ::_, · ii -, 111 . ,, ·, )II -_ :1,1•1tll I ! ,1.... ---,-' --,•.,,,' '1,1., ,1, i Ii ,i: E G Dtaina e Pattern - . '---.""'-... L)1 -_. ___ j __ I r I 1' -3 1/ ···-··--------- 4' -1' I I I I I I I I I 11 I ~/ I 1' -5" '. SIDE YARD , SETBAC-K' i, ' ,,,/""_...-" 1;102J I : &, -L 'm ,._ I ,.£ Ill ---ll-i ------- .-_-tcij··. M , I !C\ o... Jj __ I f- [59 I II il ············· _j I -< -· II '< ,--.-.£11, . "II . ;-, I! -;,-; "''""k-'· ~ LANDSCAPE l "--,,"-,, N I' Ii I\ ! I I I I Ir· I I' /i '{ I I I I . l 2~ ~F "'1 I I 11 I I I Key value 02 04 ---. ------ 06 16 n - 21 Keynote L.e9end Keynote Text ---------------- 2X V'IOOD FRAHED COLUHN. ---- 2 X 4 V'IOOD FRAHING V'IALL .... -------------------- PRECA5T STONE VENEER HFG, EL DORADO; 5TYLE,FIELD LEDGE V'IITH OVERGROUT. SEE 12/A-5.02 FOR INSTALLATION DETAILS --- COLUHN CAP OR V'IALL CAP. -----------------... -- EXISTING LANDSCAPE --------. ------------.. ------- 2X V'IOOD FRAHING 21 SOLATUBE 16005 DAYLIGHTING SY5TEH.DIFFU5ER PER OV'INER.ROUTE TO BATH SHOV'IER ------------··------ 35 V'IOOD FLOORING PER OV'INER. --" -36 36" PREFAB GAS FIREPLACE APPLIANCE, HFG, HEAT-N-GLO OR EQ. ------ 31 V'IATER CLOSET PER OV'INER. ---------· ·---38 SINK/VANITY PER OV'INER ------ 39 STACKED V'IASHER/DRYER PER OV'INERVENT DRYER TO EXTERIOR 40 BUILT IN SEAT V'IITH STORAGE/HINGED LID ------. --. ---------. ----- 41 ' CLOSET ORGANIZER/SHELVING PER OV'INER. 42 1/4" TEHP 5HOV'IER GLASS ENCLOSURE/DOOR, PER ----------- 43 ---------- 44 I----_,, 45 - 41 59 60 -- OV'INER ------------ SHOV'IER HEAD AT 18" ABOVE 5HOV'IER DRAIN . ----------. ---- SHOV'IER DRAIN 2 X 6 V'IOOD FRAHING V'IALL ---------·-------------·-" ------- HA50NRY V'IALL. REF.STRUCTURAL DV'IGS. -------·- 2" UNDERGROUND PVC PIPE --.. ------ LANDSCAPE DRAIN INLET CONNECTED TO 2" UNDERGROUNG PVC PIPE __ , ----------- CITY OF CARLSBAD Administrative Permit - Case No. ____________ _ ExibitNo, i:J Date _____ _ Y'IAL.L. L.l=Gl=ND .... -- . --- LI'~--· ~"~f C,MU 2 X6 2 X4 PAF<.TITION NOTES 1. ALL DIHENSIONS ARE TO FAC-E OF FRAtv!ING OR GRID LINES, UNLESS NOTED OTHERV'USE. 2. ALL LOAD BEARIN6 PARTITIONS SHALL BE 2X6 !"IOOD STUDS AT 16" O.C., UNLESS NOTED OTHER!"IISE. 3. ALL NON-LOAD BEARIN6 PARTITIONS SHALL BE 2X4 !"IOOD STUDS AT 16" 0.6., UNLESS NOTED OTHERV'IISE . 4.ALL FLIJHBIN6 PARTITIONS SHALL BE 2X6 Y'lOOD STUDS AT 16" O.C. 5. ALL INTERIOR V'!ALL PROJEC-TIONS SHALL US 2X !"IOOD STUDS. 6. PROVIDE 2X10 !"IOOD BLOC-KING/BAC-l<IN6 AT SAC-K Of EAG-H DOOR S!"IIN6 IN LINE l"IITH DOOR -IANDLE. PROVIDE 2X10 BLOGKING/BAC-KIN6 AT ALL LOCATIONS FOR TOV'!EL BARS, TOILET PAPER ROLL DISPENSERS, Y'IALL HUNC:> VANITIES, !"!ALL HUN6 C-ABINETRY, !"!ALL HUNG, LI6HTIN0, ETC-. 1, ALL GYPSUl'-1 BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE F:;:NAL FINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERY'IISE) B. BLOC-KING, SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR l"IALL ATTAC-HED ITEMS. ALL V'!OOD BLOC-KINGS, 6ROUNDS, ROUGH BUG-KS, AND MISCELLANEOUS BLOCKING, SHALL BE FIRE RETARDANT TREATED IN AGC-ORDANGE !"!ITH MODEL BUILDING (,ODES AND FIRE CODES. Cf. DO NOT SCALE DRA!"IINGSI DIMENSIONS GOVERN. 10. ALL "HOLD" OR "C-LR" OR "ALI6N" MUST BE MAINTAINED. ALL PARTITIONS SHO!"ll\ "ALI0N" ARE TO BE SHOOTH AND FINISHED FLUSH. GENERAL C-ONTRAC-TOR TO ENSURE THAT ALL V'lALLS AND STUDS ARE TIED INTO STRUCTURAL MEtvlBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOV'IING LOCATIONS PER GODE: A)IN C-ONC-EALED SPAC-ES OF STUD Y'lALLS AND PARTITIONS, INCLUDING FURRED SPACES. AT THE C-EILIN6 AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTIC-AL AND HORIZONTAL B)AT ALL INTERC-ONNEGTIONS BETV'IEEN GONC-EALED VERTICAL AND HORIZONTAL SP AC-ES SUC-H AS SOFFITS, DROPPED CEILINGS. AND C-OVE C-EILINGS. G)IN CONC-EALED SPAC-ES BETY'IEEN STAIR STRINC:>ERS AT THE TOP AND BOTTOM OF THE RUN AND BETV'lEEN STUDS ALONG, AND INLINE l"IITH THE RUN Of STAIRS IF THE !"!ALLS UNDER THE STAIRS ARE IJNFINISHED. D)IN OPENIN0S AROUND VENTS, PIPES, DUCTS, C-HIMNE'-'S, FIREPLACES AND SitvfILAR OPENIN6S V'lHIC-H AFFORD PASSAGE FOR FIRE AT C-EILINC:> AND FLOOR LEVELS, !"!ITH NONCOMBUSTIBLE MATERIALS. E)AT OPENINGS BETY'lEEN ATTIC-SFAC::S AND CHIMNEY CHASES FOR FAG-TORY BUILT fIREPLAC-ES AN::> CHitvfNEYS. 12. TYPICAL PARTITION TYPES ARE '<EYED 0'-1 THE OVERALL BL!ILDIN6 FLANS. 13, C-ONTRAC-TOR TO REVIEl"l AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALI6NMENTS IN DRAV'lINGS. MISALIGNED FRAMING TO BE C-ORREC-TED AND C-ONTRAC-TOR'S EXPENSE. 14. PROVIDE C:>EOR6IA-PAC-IFIC-., 'DENSHIELD TILE BACKER' AT ALL !"IE7 LOC-ATIONS. 15 !"!HEN SHEAR PANELS ARE INSTALLED BET!"IEEN THE FIRE PROTEC-TIVE GYP. BD. AND THE !"IOOD STUDS, THE LEN6TH Of THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INC-REASED BY AN AMOUNT EQUAL TO THE THIC-KNESS Of THE SHEAR PANEL. 16. NAILS FOR SHEAR TRANSFER C,ONNEC-TION (USING A35'5.ETC-) MAY NOT BE DRIVEN PARALLEL TO THE FLANGES OF T JI'S (I.E. , ALON6 THE SIDES), PER C-ITY OF C,ARLSBAD POLIC-Y, UNLESS SFEC-IFIC V'lRITTEN APPROVAL FROM TRUST-JOIST MACMILLAN IS FIRST OB.,..AINED. NAILS MAY BE DRIVEN PERPENDIC-ULAR TO T JI FLANGES. I ' I LICENSE: ITEM DATE 500 Porree<et Sluf, #6 ,CnGlnltae,. C-A 92024 phd760) (',1C,,-;c,,qe, Email• k~ro~l:Jrimmer@me.c-om V-.ES, www.ai-online.ne,t REVISIONS DESCRIPTION 6 I\ I\ 03/10/2018 CDP SUBMITTAL. #2 6 I\ I\ 6 PROJECT/ CLIENT • • a:: 0 LL -~ -z ~ (!) z -..J ..J w ~ ·~ 0 u, u, w (.) ~ - C w u, 0 a. 0 a:: a. ..J ..J (.) LL AFN: :201-190-60-00 Lower Level Floor Plan ------------- PROJECT NO.: 216-002 ISSUE DATE: MARCH 5, 2018 ------------- Scale As indicated SHEET NO. A-2.01 Linear Fire Pit 3 1 3/8" -1'-0" I I I I I I .I '1' I I I I I I ; I" ' " •c . ' A 1 L ,,-. :r' -~:i --•, j , I . II-_ I , ,1! >,: 1! .. 111, .L' , l If" --. -----. --------- . --r . .-,1,: " ' . ----------- EXISTING RESIDENCE (1 Story) ·-----TO-RF MAIN .J -~-------- 0 K I .. '------ -------------------------------------- Terrace Level Floor Plan 1/4" 1 '-0" '· "-,, I I I Ii /( I I I I I ·-.. I I l I I ·-. 17 I . ---T l/ I 6~ -7~ JJ I I \ 7 ----+-i --+--1 ~ ' . -,;:-·--- I I I I . I 1--- 1 11 I CB ',. I\ I ~8) ~ --,-'ir,i V ~ ---~~ \\ .• ~·~,m,:i~ tt •. 1 ' I i •, 1\i @Sim -. ' I 11 ---r-:: 't50 . ' : 1 l . II i I 'I ' I I ' ' 'e , I\ ~---=--~-----~--_---=-=-···-77 ~ Keynote 1-egend ~ I Key Value K_e~note Text --------------------------------7 03 V'IROUGHT IRON GUARDRAIL. OPENINGS BETV'IEEN RAILINGS SHALL BE LESS THAN 4" f------+ ------------. ------- 01 CLASS "A" CLAY ROOF TILE. HFG, REDLAND CLAYTILE, "BAJA HISSION 4000 SERIES" ICC ER ESR 1489 OR EQ. HORTAR/TILE BOOST PERCENT AGE PER OV'INER ,----,------~---~----------------~----,--·---DECK/PLANTER DRAIN, CONNECTED TO 2" PVC 13 PIPE --------,-~-~~-~~~~~--~--------------, 16 COLUHN CAP OR V'IALL CAP. ~~'""' ,.,~ DM=e,wo '"""m"s~ I PER OV'INER.ROUTE TO BATH SHOV'IER t---3-1-t-C-O~N~S~T~R~U~c=T=Io=N-C~O~L-D~JO~IN~T~--------- t----1----------------------- 49 TERRACE STONE FLOORING, PER OV'INER. ------- 21 51 2X V'IOOD FRAHED SEATING/ V'IOOD STORA~E BELOV'I . 53 -FIREP_I_T_G_A_S_B_U_R_N_ER:4-cOF FIRE PIT GLASS OVER PEA GRAVEL/SAND FILLER.REF HFG, I FIREPITGLASSROCKS.COH OR EQ. , --54 LANDSCAPE (TURF) I ----·-· ----~-------------------------- I I CITY OF CARLSBAD Administrative Permit ::~i~ :~:·-··[··-·········;;:;;·--_._ .. _ .. _ .. _ .. _--·_·-_·_--_ .. _ .. J ~L.L. L.E~END ':/ -; > .I GMU 2 X6 PA~TITION NOTES 2 X4 1. ALL DIHEN5ION5 ARE TO FACE OF FRAHIN6 OR 6RID L.INE5, UNLESS NOTED OTHERl"IISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 1"100D STUDS AT 16" O.G .. UNLESS NOTED OTHERl"IISE. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 V'!OOD STUDS AT 16" O.C., UNLESS NOTED OTHERl"IISE. 4.ALL PLUMBING PARTITIONS SHALL BE 2X6 !"!OOD STUDS AT 16" O.C. 5. ALL INTERIOR l"IAL.L PROJECTIONS SHALL US 2X 1"!00D 5TUDS. 6. PROVIDE 2X10 l"IOOD BLOGKING/BACKIN6 AT BACK Of EACH DOOR SV'IING IN LINE !"!ITH DOOR HANDLE. PROVIDE 2X10 BLOGKING/BACKIN6 AT ALL l..OGATIONS FOR TOl"!EL BARS, TOILET PAPER ROLL DISPENSERS, l"IAL.L HUNG VANITIES, J/'IALL HUNG CABINETRY, !"!ALL HUNG LIGHTIN6, ETC. 1. ALL GYPS~'M BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL FINSH (LEVEL. 5 THROUGOUT UNLESS NOTED OTHERl"IISE) B. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR !"!ALL ATTACHED ITEMS. ALL V'!OOD BLOGKIN6S, 6ROUNDS, ROUGH BUC.1<5, AND HISCEL.LANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE !"!ITH MODEL BUILDING CODES AND FIRE CODES. <J. DO NOT SCALE DRAl"IINGS! DIMENSIONS GOVERN. 10. AL.L "HOLD" OR "GLR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOl"IN "ALI6N" ARE TO BE StvlOOTH AND FINISHED FLUSH. 6ENERAL CONTRACTOR TO ENSURE THAT ALL !"!ALLS AND STUDS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOl"IING LOCATIONS PER GODE: A)IN CONGEALED 5PAGES OF STUD !"!ALLS AND PARTITION5. INCLUDIN6 FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT IN-ERVAL.S BOTH VERTICAL AND HORIZONTAL. B)AT AL.L INTERCONNECTIONS BETJ/'IEEN CONGEALED VERTICAL AND HORIZONTAL SPAG:CS SUCH AS SOFFIT5, DROPPED CEILIN6S, AND GOVE CEILINGS. G)IN CONGEALED SPACES BETl"IEEN 5TAIR STRINGERS AT THE TOP AND BOTTOtvl Of THE RUN AND BETl"IEEN STUDS ALON6 AND INLINE V'IITH THE RUN OF STAIR5 IF Tl-'E !"!ALLS UNDER THE STAIRS ARE UNFINISHED, D)IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS !"!HIGH AFFORD PASSAGE F'OR FIRE AT CEILING AND FLOOR L.EVELS, f"lITH NONCOMBUSTIBLE MATERIALS. E)AT OPENINGS BETl"IEEN ATTIG SPACES AND CHIMNEY CHASES FOR FACTORY BUILT FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION TYPES ARE KEYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEl"l AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH AL.IGNMENTS IN DRAl"IINGS. HISALI6NED FRAMING TO BE CORRECTED AND WNTRACTOR'S EXPENSE. 14. PROVIDE 6EORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL !"!ET LOCATIONS. 15. !"!HEN SHEAR PANELS ARE INSTALL.ED BETl"IEEN THE FIRE PROTECTIVE 6YP. BD. AND THE J/'IOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION tvlUST BE INCREASED BY AN AMOUNT EQUAL TO THE THICKNESS OF THE SHEAR PANEL. 16. NAIL.S FOR SHEAR TRANSFER CONNECTION (USING A35'5,ETC) HAY NOT BE DRIVEN PAR.ALL.EL TO THE FLANGES OF T JI'S (I.E. , ALONG THE SIDES). PER CITY OF CARLSBAD POLICY, UNLESS SPECIFIC l"IRITTEN APPROVAL. FROM TRUST-JOIST MACMILLAN IS FIRST OBTAINED. NAILS MAY BE DRIVEN PERPENDICULAR TOT JI FLANGES. LICENSE, ITEM DATE 500 Forre.,t Bluf, ~b Encinitas,. C..A 92024 ph,("!bO) b13-"113'1B Email, lq_wonbrlmmer@me.com !"!EB, www.al-onllne.net REVISIONS, DESCRIPTION D D /_\, 03/10/2018 CDP SUBMITTAL# 2 /\, D /\ Ii PROJECT I CLIENl • • 0::: 0 LL -j:... -z :::> (!) z -.J .J w ~ ~ 0 en en w (.) ~ - C w en 0 0.. 0 0::: 0.. ...I ...I (.) LL APN: :101-150-b0-00 Terrace Level Floor Plan PROJECT NO. 216-002 ISSUE DATE MARCH 5, 2018 Scale As indicated SHEET NO., A-2.02 -------------------- 8 7 [ill--- ~~~ ,; I _ _.,_. " ~ T 0-T",~ :~~te Livin_g,Kitchen '--JIii ~ T;~~:~e Level ____________ ,,__~-~~;+--,-+----+"----,-----~ m 2' -4 1/ 4 ., ______ 11 1/ 4 ., __ ______, 2'-41/4" -2' -4 114" ~---1' -1 1/2" 0 07 -~\_ Terrace South Elevation _/ 1/4" 1'-0" . , __ ·-., ___ '"-- Referencial View 1 8 ! 1/,\ ' )', i I \\ ! '·. -'. / I I Referencial View 2 7 ---------'--==cc,L--------------------------------------- ; ; ' ): I TD Plate Bedroom ----154,20' ~ Lower Leve_~I __ "If 146.31' j I ' L I 1 -l ' ~ T .o Plate Living-Kite.hen .:7756.50' Lower Level, __ _ 146.31' ' -, ' (s E:-- CD North Elevation 1) 5 :1 s' 2 '------------------------------------ 1/4" = 1'-0" '-----------·•·r,-om,, ,------•---•'~""'""'" _____ , -------- 0 I [-_ ' I CD ! c3 Q) 1) r/ 8 EXISTING RESIDENCE (1 STORY) BEYOND ------------ / . 07 -------T ---,- ,ie',cf~L .. Li. ,[. ;~t._ -11ua.:., r •-1 :, -rm:rru::'n.u i,: i 11 •,r1 1in~Fim1n111·TI1u1 _c_-_1 12 3"""'. I osJ --~---- 58~ ~- ~----, 58 East Elevation ,, " \ . ,'"' ,, ,- _J _:,~ _ _T.()__Plate Living_-Kitchen ~ 156.50' _r.o Plate B<1_dr<2<2111_.-, 154.20' \JI' -~LLo~wer LLeLvLeLl_,.o~-- 146,31' \JI' Terrace Level 155.Bl' I _ (E!_Ho_u_s_e Level_ •, 165.20' \JI' -~LT.Q __ Plcl~~ ~iving_:-Kitc.hen AL\ 156.50' \JI' --~Lower __ h_~ye]__~ 146,31' \J' ------------------------------------------------------------ 1/4" 1 '-0" Keynote L.egend !---~------------·---· -------------, Key Val~e ___ K_eynote Te><t _ ,------. ----------~ 02 2X V'IOOD FRAMED COLUMN. ----- 03 V'IROUGHT IRON GUARDRAIL. OPENINGS BETV'IEEN RAILINGS SHALL BE LESS THAN 4" --i------------------- Ob PREGAST STONE VENEER MFG, EL DORADO; STYLE,FIELD LEDGE V'IITH OVERGROUT, SEE 12/A-5.02 FOR INSTALLATION DETAILS 01 oe, GLASS "A" GLAY ROOF TILE. MFG, REDLAND GLAYTILE, "BAJA MISSION 4000 SERIES" IGG ER ESR 14B~ OR EQ, MORTAR/TILE BOOST PERCENTAGE PER OV'INER --------------------- bXb EXP.RAFTER TAILS, 36" 0/G -0-~-+-3-G-OAT STUCCO V'IITH ELASTOMERIG FINISH MFG.FAREX OR EQUAL FINISH,FLEXTEX 42~ (FINE) COLOR, VERIFY V'IITH OV'INEK ------- 10 CONTINUOUS V'IOOD BEAM. REF. STRUCTURAL 16 COLUMN GAP OR V'IALL GAP. -------t----~~~-----"--.~~=~-------------51 2X V'IOOD FRAMED SEATING/ V'IOOD STORAGE BELOV'I ---------------- 5B V'IALL LANTERN, PER OV'INER -----------·· ---------------~ 61 DIRECT VENT (V'IALL FURNACE) 62 DECK DRAIN OVERFLOV'l~(-GO_O __ P~ER~S--G--UP~PER) ~--~-----------------.. --------·" ·-;:;:;:;;-:~::-:-:----CITY OF CARLSBAD I ___ ~dminis~ative Permit ------------1 Case No. =====----~:b;~~::·-1.=: -;~~;-·-·····----= I ~AL.L. L.E:GE:ND I . ;< I CMU l~--~I 2 X6 2 X4 ,-- PA~TITION NOTES 1. ALL DC]v1EN5ION5 ARE TO FACE OF FRAHIN6 OR GRID LINES, UNLESS NOTED OTHERV'USE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 V'IOOD STUDS AT 16" O.C.., UNLESS NOTED OTHCRV'IISC:. 3. ALL NON-LOAD BEARING PARTITIONS SHALL BE 2X4 V'IOOD STUDS AT 16" O.G., UNLESS NOTED OTHERV'IISE. 4.ALL PLUHBIN6 PARTITIONS SHALL BE 2X6 !"100D STUDS AT 16" O.G. · S. ALL INTERIOR !"!ALL PROJEGTIONS SHALL US 2X V'IOOD STUDS. I 6, PROVIDE 2X10 V'lOOD 8LOCl<ING/BAGl<IN6 AT BAGI< Of EAGH DOOR S!"IING IN LINE V'IITH DOOR HANDLE. PROVIDE 2X10 BLOGKIN6/BACKING AT ALL LOGATIONS FOR TOV'lEL BARS, TOILET PAPER ROLL DISPENSERS, !"!ALL HUNG VANITIES, V'lALL HUNG GABINETRY, V'IALL HUNG LIGHTING, ETG, 1. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH FOR THE FINAL fINSH (LEVEL 5 THROU60UT JNLESS NOTED I OTHERl"IISE) B. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR V'IALL ATTACHED ITEMS. ALL V'lOOD BLOCl<INGS, GROUNDS, ROUGH BUCKS, AND HISCELLANEOUS BLOGKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANGE V'lITH HODEL BUILDING GODES AND FIRE GODES. 9. DO NOT SGAC.E DRAV'UNGS! DIHENSICNS GOVERN. 10. ALL "HOLD" OR "GLR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOV'IN 'ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH, GENERAL GONTRACTOR TO ENSURE THAT ALL V'IALLS AND STUDS ARE TIED , INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB. 11. FIRE STOPS ARE REQUIRED AT THE FOLLOV'IING LOCATIONS PER GODE: A)IN C.ONCEALED SPACES OF STUD V'IALLS AND PARTITIONS, INCLUDING FURRED SPACES. AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. B)AT ALL INTERCONNECTIONS BETV'lEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPED CEILINGS, AND COVE CEILINGS. C)IN CONCEALED SPACES BETV'lEEN STAIR STRINGERS AT THE TOP AND BOTTON OF THE RUN AND DET!"l;':EN STUDS ALONG AND INLINE V'lITH THE RUN Of STAIRS IF THE !"!ALLS UNDER THE STAIRS ARE UNFINISHED. D)IN OPENINGS AROUND \1ENTS, PIPES, DUC-TS, CHIMNEYS, FIREPLACES AND SIHILAR OPENINGS ~HIGH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, !"!ITH NONCOHBUSTIBLE HATERIALS. E)AT OPENINGS BET!"IEEN ATTIG SPACES AND CHIMNEY CHASES FOR FACTORY BUILT FIREPLACES AND CHIHNEYS. 12. TYPICAL PARTITION TYPES ARE !<EYED ON THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEV'l AND BE RESPONSIBLE FOR ALL NOTATIONS OF FINISH ALIGNHENTS IN DRAV'l:NGS. MISALIGNED FRAMING TO BE CORRECTED AND CONTRACTOR'S EXPENSE. 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACl<ER' AT ALL V'lET LOCATIONS. 1::. V'IHEN SHEAR PANELS ARE INSTALLED BETV'IEEN THE FIRE PROTECTIVE GYP. BD. AND THE V'IOOD STUDS, THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AHOUNT EQUAL TO THE THICKNESS Of THE SHEAR PANEL. 16. NAILS FOR SHEAR TRANSFER CONNECTION (USING A35'S.ETC) HAY NOT BE DRIVEN PARALLEL TO THE FLANGES Of T JI'S (I.E .. ALONG THE SIDES). PER CITY Of CARLSBAD POLICY, UNLESS SPECIFIC !"IRITTEN APPROVAL FROM TRUST-JOIST MAC.HILLAN IS FIRST OBTAINED. NAILS MAY BE DRIVEN PERPENDICULAR TO T JI FLANGES. - !<';!roll ~rimmer, .l\rehitect 500 Fo.-reM Elwf. "b £ncinltas, GA "12024 ph,("160) 613-"IS9B 1=mall, kyronb.-ln,n,er@me,c;om l"IEB, www.al-onllnc.net LICENSE: REVISIONS: ITEM DATE DESCRIPTION 6 03/10/2018 COP SUBMITTAL. #2 6 A ----------- 6 A 6 -, -· ----"' 6 . -------------- PROJECT I CLIENT: •• 0::: 0 LL --I----t-z :::> -z C) _. :::::, z _. -(!) ..I • ..I I... C C 0 z w cc 3: -"C ( ...J C z ...J C: C: C ~ w 0 C\'S C ~ ~ ·--( 0 .. ·-..c: ti) C "C c, -ti) ~ > "C ·-I w I 0::: <C ::I: (.) I z -(.) 0 ~ I <( -' -en O') ' -I C en M ( w w ti) LL (.) 0 (.) a. 0 <C 0::: --a. APN, :201-1:l0-60-00 Exterior Elevations ----------------- PROJECT NO.: 216-002 ------------------ ISSUE DATE: MARCH 5, 2018 Scale: 1 /4" = 1 '-0" SHEET NO. A-3.01 --------------- . ------------------- w z H -' t De'. w I}_ Cl De'. I}_ EXISTING-~ GRADE Iii 'I; -' ·-·-·-111'' ' ,1'1 : :,:, ' '', ,· ' ·,,, : 1 I 1, ' ------------------------ -cc--, '' ---' . :!,--I·'-_ ---,·,'' I 1< .. ·' I 1· _,,._,; I , ·,i• ·I --~uilding Section 4 C ---------------------------- G ' I I I I I : I . i i I -·, : '' ! : ----------------- -: i . I i Maste' Bed. I fo;:=::J i I I ,---ii i I ~~~ ' :Til 1,f '' I I ,' i ii .. I ,--:••---,,' -.1-,, I M '.; '\ ,X '""" 1-tl >< .. I 1--,1- 1 ,, /' • -~---.. ~ .. ~; ' ··,:. __ .-, I ii , . -. , , • .:. , '' .: I 1 11 ·<".,I, ·i-, ; .. : ·, ':_i1, ,' l' -5" SYSB ------------------------------------------- I~ -' h- 1lii Ill 0. I I I I De'. I}_ I Terrace Level y----155.81' -f-T.O Plate Bedroom 154.20' I I Iv· I I Level Cl 141.42' 'I')'"•' . I , ; I , .. ,,,, ,,,-,. :)l!,.:,: EXISTING GRADE •• '• .. ··. •• ...... _ ••• •• ",~" ...... . •. ~ I ·, -~---·: r ·7· il :ir .. ., ' ' • ' ', ', ......... . .... -.... .. ...... -.... 4 -------------------------- l<eynote L.egend I t<.ey · 1··- · va1ye _ Keynote Text _______ ___, 02 03 -----------------------··· 2X V'lOOD FRAMED COLUMN. V'l=R~O-U~G-H=T~I~R~O~N~G~UA~R~D=R~A=I-L. OPENINGS BETV'lEEN - RAILINGS SHALL BE LESS THAN 4" --0-4-t-2-X~4~V'l~OOD FRAMING V'lALL -------, 06 PRECAST 5TONE VENEER MFG, EL DORADO; STYLE,FIELD LEDGE V'lITH OVERGROUT. SEE 12/A-5.02 FOR INSTALLATION DETAILS Sim I ---[o_?J 01 CLASS "A" CLAY ROOF TJ:LE.-M-F_G_,_R_E_D_L_A_N_D ___ ---, 11 j CLAYTILE, "BAJA MISSION 4000 SERIES" ICC ER ll.'i02., y---14'HEIGHT ESR 14B9 OR EQ. MORTAR/TILE BOOST ,........... ••• I ,/' I LIHITATION PERCENTAGE PER OV'lNER •••••••••• • _,.--/ 08 6X6 EXP.RAFTER TAILS. 36" 0/C 1 l]_i i -:T 11 · T' Ii' 11 I ••••••• _,r.m• .. J. •. •• LI~i~!'.~f~~ 09 3 COAT STUCCO V'lIT_H_E_L_A_S~T_O_M_E~R-I~C~F~IN~I~S~H----i ".°(''.h1'··1·••• i -.,.---"FG.,PAREX OR EQUAL FINISH,FLEXTEX 429 (FINE) .:--,--,, .. ,_,'.\ .. / "'-"-"~ ,-~--,., i ' " \ """-. ,··""""' ., '·"-1 1 , --,,., ••• .,... •• -.• -10 COLOR, VERIFY V'lITH OV'lNER. \ --~ ..1"" ·/ _/ ': \ / 1 / ................... ~ >-----l-------------------··-"""--------j ' '1!'":~! "'I' )~ _,;y~-~~XI~T~NG ~~DE', •;c-~~~j-:.);.-··-~h-ff-'-_ ---t.: ~:-T.O Plate Be,2roO_l1L411"\ -19 BATT INSULATION FER 0T~--2~4---------- /-,\' -1 i -'-1 . ) ' -' --'i ---__ -:~:-O;-,t',;,·~-~--,~,-·::;-:~_--: f.-.. Terrac~it~~I, ~ ;~ ~~~~~~u~~~ ~~o~:~A~~:EF STRUCTURAL '",-;,,,,,,, -=-c. cy ",/C >-v'c ' I. '' 154-20' \J -22 FOUNDATION.REF. STRUCTURA_L_D_V'l_G_S ______ _ fl. ii;~ . 8-i.:_; " y-'>{ 111 I • ! I 24 ROOF STRUCTURE. REFERENCE STRUCTURAL DV'lGS. 'f'.......:;' . i: I ,:' I ·:1)• ~ 1 -' \ , • )-,,., ''• .,,1,I I ii l if"~~ioo~,-25 PRE-FABRICATED ROOF-TR-~'-SS--E-S-I ... : ............ 111 .. ,',··_ I "f1 , ,-'\ • -..__ / -.J V "i,-i''i'i·~:--:~ ,:_.~;11.:_:-·:::.::lfi'~rh~l "-,.---.,..'---. )."--:/ L 'I ----------1 _'0ri1[1= i' -, . i=-: · _iir=i ! !''cc' •1 ,c---/ \:, ----__ : . 6 . f---3_2_+-D_I_S_H_V'l_A_5_H_E_R_P_E_R_O_V'l_N_ER_. ____ _ -: '.;_u.1_,..,/_::_r __ ,_T ;_· ' 1~,:~·-=_: ul i:i i i~I .u_-:">M,J~, ' / ,,,,:_\,)-) .. -,. ~ -.-,./ 59 SI~~_'._~_O_U_f?~!: EQUAL, PER OJAINER .,,,, .· .. ,.·,,· ·.-.'.! ,_I -;J,I ... ,.,· -.... ,._ I, .. ', ) I ! ! ' -----,-, . · · I, · --' ' • 'I [ 1 ··. I y-· ' , ..... · 36 36" PREFAB GAS FIREPLACE APPLIANCE, MFG, I <c, 7,u:;:~,:~,,:,;:1~~!i~;;~J :1,c1 i,\:/( .. ~)=t __ -.-.J '··_ · l:····.:.::.·.i f-----+H_E_A_T_--~~-?J:9_0_R __ ~_9~ __ _ i11= ,.,1:f1/U1, ii:rf~/';;i~~7,1:.."'~f' =l'.:..:r::~:-. .. ~L .... -.--~ . -_l.0UJ_er1~~~1 ~ :==~=;==:=~=:=:=i=;=:=NY=;=~=:=~=~=:=~=~=~=~=:=:=:-l=t~:-:~:-HL-I~ND-GV'l-EG~Ds~_L_I_D_ Building Section 1 --u;:-:' i:'..,. · , ,-· : .. I 1 ..... · :.w~"'·-.:4;.:-.,.~, .-·Ill · S LL E TE ., .. , .. ;_ j:''1.::--~•'lt'•~, 50 GA ViA H A R !: ·.1,(·.ii!'·1·,t' '. Tn i~J :-dt 51 2X JAIOOD fRAJviED SEATING/ JAIOOD STORAGE BELOV'l 53 FIRE PIT GAS BURNER.4"0F FIRE PIT GLASS OVER PEA GRAVEL/SAND FILLER.REF MFG, FIREPITGLASSROCKS.COM OR EQ. _______ ,_ -----------------------j ------------------------------~ -------·--------1 -.. -...... 5 1/4" = 1'-0" .. ...... .... ............. ., • • • • A 14' HEIGT LIMITATION ...... ~ .............................................................. . 11' HEIGT LIMITATION s ·-·· c· --s)·(iD················, .. G •• -........ . SYSB :.. ........... .. ................................ -... --..... ......... --.......... -.. . .. -.... .. .. -...... " .... " ........ 1) ········· ~ .. .... -.. .. . . .... . .. .... .. • .. .. .. -&-0 ....... ···-.. .... ,. .. M ......... N I I I l's! ........... L -.. , ____ ........... ! .............................. .. ... "•• .. .,.,.,., ~ IH j .----t-.-, ... I ...................... · ...... · .......... j'i 10,j -.,,_ _,,_,. --- E3uildirag Section 5 1/4" = 1 '-0" .................... ___ .... ---IL .. .•. I ,,_,"-0 "' .. · 1·· .. .. ~ f------1 ij"••~ ........... ,.., I • •" • ., " I ----<· - ' '1,"-·,' ···1 I I J TerraGe Level O I 15c'5c'.Bc'c1c-' -le-,•"' I I ------------------------------------------------- .. . .. ... .. .. . . .. .. -.. ................... r·-- T.O Plate Bedroom 154.20' Low 146. BOTTOM OF PORCH BEAM eve I 1 ,·-" --'<. __ - 2 1/4" = 1 '-0" --· ............... .. • • t-c-::-:-~~8 4 A-5.01 0) 1-;-; I / d14' HEIGHT --LQ"CJ L MITATION 3 T.O Plate Livin 156.50' r• __ T~r_ra.f-_e Level ._,I 155.81' Lower Level 146.31' --- 5 @ [Covered j Porch EXISTING GRADE 2 5 6 ................................... s) •• -· . .. . • -·· 4 A-5~ ,· • A-:~ .. • -· -· - • • ... f • -· ! ,1 ....... .................. ~-·-......... . .... . .. .• •• -· .. ... 12 .... # • ... ------L 11 HEIGHT LIMITATION ·-----+ -,,.,.._ ,. ....:.,_...~£;_~ ........ -----____ ..,, I' I I I I ----'-·T .0, !"ID!"! b . ------------.b~. '-1- t, CITY OF CARLSBAD Administrative Permit Case No. ____________ _ Exibit No. _C.,.=---Date _____ _ '-------------~ V',AL!... LEGEND --·r·-~""-'i 2 X6 PARTITION NOTES 2 X4 1. ALL Dit-iENSIONS ARE TO FACE OF FRAHING OR GRID LINES, UNLESS NOTE:D OTHERY'!ISE. 2. ALL LOAD BEARING PARTITIONS SHALL BE 2X6 V'lOOD STUDS AT 16" O,C., UNLESS NOTED OTHERV'lISE. 3. ALL NON-LOAD BEARIN6 PARTITIONS SHALL BE 2X4 !"lOOD STUDS AT 16" O.C., UNLESS NO.,-ED OTHERVUSE . 4.ALL PLUHBING PARTITIONS SHALL BE 2X6 !"lOOD STUDS AT 16" O.C. 5. ALL INTERIOR Y'IALL PROJECTIONS SHALL US 2X Y'IOOD STUDS. 6. PROVIDE 2X10 !"lOOD BLOCKING/BACKING AT BACK OF EACH DCOR SY'lING IN LINE Y'lITH DOOR HANDLE. PROVIDE 2X10 BLOGKING/BACK:NG AT ALL LOCATIONS FOR TOl"!EL BARS, TOILET PAPER ROLL DISPENSERS, l"IALL HUNG VANITIES, l"!ALL HUNG CABINETRY, l"!ALL HUNG LIGHTING, ETC . l. ALL GYPSUM BOARD PARTITIONS SHALL BET APED AND SANDED SMOOTH FOR THE FINAL fINSH (LEVEL 5 THROUGOUT UNLESS NOTED OTHERV'lISE) B. BLOCKING SHALL BE PROVIDED IN PARTITIONS AS REQUIRED FOR JA!ALL ATTACHED ITEMS. ALL !"lOOD BLOCKINGS, GROUNDS, ROUGH BUCKS, AND MISCELLANEOUS BLOCKING SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE JA!ITH MODEL BUILDING GODES AND FIRE CODES, 9. DO NOT SCALE DRAl"!INGSI DIMENSIONS GOVERN. 10. ALL "HOLD" OR "C,LR" OR "ALIGN" MUST BE MAINTAINED. ALL PARTITIONS SHOl"!N "ALIGN" ARE TO BE SMOOTH AND FINISHED FLUSH. GENERAL CONTRACTOR TO ENSURE THAT ALL !"!ALLS AND STU:-JS ARE TIED INTO STRUCTURAL MEMBERS AND/OR FLOOR SLAB . 11. FIRE STOPS ARE REQUIRED AT THE FOLLO!"lING LOCATIONS PER GODE: A)IN CONCEALED SPACES OF STUD l"!ALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VCRTICAL AND HORIZONTAL. B)AT ALL INTERGONNEGHONS BETJA!EEN CONCEALED VERTICAL AND HORIZONTAL S0 AGES SUCH AS SOFFITS, DROPPED CEILINGS, AND GOVE CEILI'IGS. G)IN CONGEALED SPACES BET!"lEEN STAIR STRINGERS AT THE TOP AND BOTTOM Of THE RUN AND BETl"!EEN STUDS ALONG AND INLINE l"!ITH THE RUN OF STAIRS IF THE V'IALLS UNDER THE STAIRS ARE UNFINISHED. D)IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS JAlHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, l"IITH NONGOMSUS-;-IBLE MATERIALS. E)AT OPENINGS SETV'1EEN ATTIC SPACES AND CHIMNEY CHASES FOR FAGTORY BUILT FIREPLACES AND CHIMNEYS. 12. TYPICAL PARTITION -:"YPES ARE KEYED Ol\ THE OVERALL BUILDING PLANS. 13. CONTRACTOR TO REVIEI"! AND BE RESPONSIBLE FOR ALL NOTATIONS Of FINISH ALIGNMENTS IN DRAV'lINGS. MISALIGNED FRAMING TO BE CORRECTED AND GONTRAGTOR'S EXPENSE. 14. PROVIDE GEORGIA-PACIFIC., 'DENSHIELD TILE BACKER' AT ALL Y'IET LOCATIONS. 3 Building Sec~ic;,n 15. l"!HEN SHEAR PANELS ARE INSTALLED BETV'IEEN THE FIRE PROTECTIVE GYP. BD. AND THE V'IOOD STUDS, THE LENGTH Of THE FASTENERS USED TO ATTACH THE FIRE PROETECTION MUST BE INCREASED BY AN AHOUNT EQUAL TO THE THICKNESS Of THE SHEAR PANEL. 16. NAILS FOR SHEAR TRANSFER CONNEC.TION (USING A35'S,ETG) MAY NOT 1/4" = 1'-0" ~---------------------·--·-·--···-· ----------------------------------------.... --' --~BE DRIVEN PARALLEL TO THE FLANGES OF T JI'S (I.E. , ALONG THE SIDES). PER C.ITY Of CARLSBAD POLICY, UNLESS SPEGIFIC JAlRITTEN APPROVAL FROM TRUST~JOIST MACMILLAN IS FIRST OBTAINED. NAILS MAY SE DRIVEN PERPENDIC.ULAR TO T JI FLANGES. LICENSE, ITEM DATE BOO Forreeat Bluf, l'b Enc,lnltaes, CA "12024 ph,('"JbO) b13-"!S"f& ccmall, k~ronbrlmmer@me.c.om Y'lEB, www.al-onllne.net REVISIONS, DESCRIPTION D 03/10/2018 CDP SUBMITTAL.# 2 PROJECT I CLIENT: • • c::: 0 LL --I--z :::> (!) z -..J ..J w 3: C ~ 0 en en w (.) ~ - C w en 0 a. 0 c::: a. _J _J LL APN: :201-1SO-&O-OO Building Sections PROJECT NO. ISSUE DATE, Scale, 216-002 MARCH 5, 2018 1 /4" = 1 '-0" ----------------------- SHEET NO. A-5.01 !1!11 ------------ -! I (