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HomeMy WebLinkAboutCDP 03-28; Byrne Second Dwelling Unit; Coastal Development Permit (CDP) (2)Date Hrs. GENERAL NOTES: GENERAL CONDITIONS ,GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT # A201, FOURTEENTH EDITION DATED 1987 SHALL BE INCLUDED AS A PART OF THIS DOCUMENT. THE PROVISIONS OF THESE GENERAL CONDITIONS, AS APPLICABLE, GOVERN THE WORK OF ALL SUBSEQUENT SECTIONS. SUPPLEMENTARY CONDITIONS EACH SUBCONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM THE WORK OF HIS SPECIALTY AND COMPLETE HIS JOB AS CALLED FOR IN THE DRAWINGS AND SPECIFICATIONS. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, USING MANUFACTURERS RECOMMENDED METHODS AND/OR SYSTEMS AND USING COMPETENT SKILLED WORKMEN. CONTRACT DOCUMENTS THE CONTRACT DOCUMENTS INCLUDE THE AGREEMENT, THE DRAWINGS AND SPECIFICATIONS AND THE BID DOCUMENTS. THE DOCUMENTS ARE TO BE CONSIDERED AS ONE, AND WHATEVER IS CALLED FOR BY ANY ONE OF THE DOCUMENTS SHALL BE BINDING AS IF CALLED FOR BY ALL. MEASUREMENTS VERIFY ALL DIMENSIONS SHOWN. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCY IN DIMENSIONS. PERMITS, LAWS AND REGULATIONS PERMITS FOR THE PROSECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE OWNER. if SPECIFICALLY required, EACH SUBCONTRACTOR SHALL TAKE OUT AND PAY FOR LICENSES & PERMITS PERTAINING TO HIS WORK. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE OWNER AND ARCHITECT IN WRITING AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED IN THE CONTRACT. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES OR REGULATIONS AND WITHOUT SUCH NOTICE TO THE OWNER AND ARCHITECT, HE SHALL BEAR ALL COSTS ARISING THERE -FROM. PLAN CHECK THE OWNER WILL FILE FOR PLAN CHECK AND PAY THE PLAN CHECK FEE. HE WILL ALSO PAY ALL OTHER FEES REQUIRED TO OBTAIN A BUILDING PERMIT. TEMPORARY UTILITIES WATER AND ELECTRICITY SHALL BE SUPPLIED AT THE SITE BY THE contractor.. USE SHALL BE KEPT TO THE MINIMUM REQUIRED FOR WORK IN PROGRESS. SAMPLES THE CONTRACTOR SHALL FURNISH FOR THE OWNER'S APPROVAL SAMPLES AND COLORS, AS DIRECTED. COLORS COLORS SHALL BE SELECTED BY THE OWNER. NO MATERIAL OR COLOR SHALL BE INSTALLED OR APPLIED WITHOUT THE OWNER'S APPROVAL. ALL COLORS SPECIFIED IN THE CONSTRUCTION DOCUMENTS SHALL BE VERIFIED PRIOR TO THEIR APPLICATION OR INSTALLATION. SUBMITTALS SUBMIT three (3) COPIES OF ALL REQUIRED SUBMITTALS TO THE owner FOR APPROVAL. ONE APPROVED COPY SHALL BE KEPT ON THE JOB SITE. PROTECTION OF WORK, PROPERTY, AND PERSONS THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC. HE SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY DUE TO HIS ACTS OR NEGLIGENCE. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE PERFORMANCE OF HIS WORK IN ACCORDANCE WITH ALL GOVERNING SAFETY AUTHORITIES OR AGENCIES. CHANGES IN THE WORK THE OWNER/ contractor MAY ORDER CHANGES IN THE WORK, THE sub- CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. ALL CHANGE ORDERS SHALL BE MADE IN WRITING. CLAIMS BY THE sub/ CONTRACTOR FOR EXTRA COST MUST BE MADE IN WRITING BEFORE EXECUTING THE WORK INVOLVED. CHANGES IN THE WORK SHALL BE DIRECTED by THE CONTRACTOR. AT NO TIME SHALL ANY PERSON OTHER THAN THE GENERAL CONTRACTOR OR HIS REPRESENTATIVE GIVE ORDERS TO THE SUBCONTRACTORS OR WORKMEN. ALLOWANCES (BID). REFER A.IA. GENERAL CONDITIONS, SECTION 3.8, FOR DEFINITION. SUBSTITUTIONS AND PRODUCT OPTIONS MANUFACTURER'S NAMES AND MODEL OR CATALOG NUMBERS ARE REFERRED TO IN THE CONSTRUCTION DOCUMENTS IN ORDER TO ESTABLISH KINDS AND QUALITY OF PRODUCTS REQUIRED. IF THE TERM "OR EQUAL" OCCURS IN THESE SPECIFICATIONS, OR IF AN "OR EQUAL" SUBSTITUTION IS DESIRED, SUCH SUBSTITUTION SHALL BE MADE ONLY WITH APPROVAL OF THE OWNER/CONTRACTOR. THE BURDEN OF PROOF AS TO THE EQUALITY OF THE PROPOSED SUBSTITUTION SHALL LIE WITH THE PARTY PROPOSING SUCH SUBSTITUTION. GUARANTEE -EXCEPT WHERE A GUARANTEE IS OTHERWISE STIPULATED, ALL SUBCONTRACTORS SHALL GUARANTEE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF NOTICE OF COMPLETION, AND SHALL AGREE TO MAKE ANY NECESSARY REPAIRS AND/OR REPLACEMENTS DUE TO FAULTY OR NON -APPROVED MATERIAL, FAULTY WORKMANSHIP, OR BOTH. ALL MATERIALS SHALL BE NEW AND AS SPECIFIED. CONTRACTOR'S LIABILITY INSURANCE ALL SUBCONTRACTORS, SHALL FURNISH PROOF (CERTIFICATE OF INSURANCE) OF INSURANCE TO PROTECT THEM FROM CLAIMS FOR DAMAGES, BECAUSE OF CONTRACTUAL BODILY INJURY, LIABILITY AND CONTRACTUAL PROPERTY DAMAGE LIABILITY WHICH MAY ARISE DURING THE OPERATIONS UNDER THIS CONTRACT. WORKER'S COMPENSATION INSURANCE: ALL SUBCONTRACTORS, SHALL FURNISH PROOF (CERTIFICATE OF INSURANCE) TO THE OWNER/ CONTRACTOR FOR WORKER'S COMPENSATION INSURANCE IN ACCORDANCE WITH THE STATE OF CALIFORNIA WORKERS COMPENSATION LAWS. SUCH INSURANCE SHALL BE IN FORCE AND CURRENT FOR THE ENTIRE CONSTRUCTION DURATION. LIENS THE FINAL PAYMENT SHALL NOT BE DUE UNTIL THE SUB -CONTRACTOR HAS DELIVERED TO THE OWNER A COMPLETE RELEASE OF ALL LIENS OR POTENTIAL LIENS ARISING OUT OF THIS CONTRACT. CLEAN UP EACH SUB/ CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIAL AND RUBBISH CAUSED BY HIS OPERATION. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM WORK AREAS AT THE END OF EACH WORKDAY, BY EACH RESPONSIBLE SUB/CONTRACTOR. ALL WORK AREAS SHALL BE THOROUGHLY CLEANED UPON COMPLETION OF THE ALL WORK AREAS SHALL BE THOROUGHLY CLEANED UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROVIDE, ON SITE, A TRASH CONTAINER OF SUITABLE SIZE FOR DISPOSAL OF ALL SUBCONTRACTOR'S EXCESS MATERIAL AND F EBRIS. CODES, ORDINANCES AND REQUIREMENTS 1. ALL CONSTRUCTION SHALL CONFORM TO U.B.C., 1997 EDITION, APPLICABLE SECTIONS OF C.A.C. TITLE 24, AND ALL REQUIREMENTS OF' THE PERMITTING JURISDICTION AND STATE OF CALIFORNIA. 2. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL JOB CHECK AND FIELD VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 3. COMPLETED WORK SHALL NOT BE COVERED UNTIL AFTER IT IS INSPECTED AND APPROVED BY A 3UILDING INSPECTOR FROM PERMITTING JURISDICTION. 4. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ALL SHEETS OF THESE PLANS AND READING ALL THE NOTES ON ALL SHEETS. FIRE PREVENTION 1. 2A-10BC AND/ OR 4A-40BC RATED FIRE EXTINGUISHERS SHALL BE LOCATED AND INSTALLED AS REQUIRED AND APPROVED BY THE FIRE PREVENTION BUREAU. FIRE EXTINGUISHERS SHALL BE LOCATED A MAXIMUM OF 75' APART OR AS REQUIRED. 2. BUILDING ADDRESS NUMBERS SHALL BE INSTALLED AS TO BE CLEARLY VISIBLE FROM THE STREET AND SHALL BE A MINIMUM OF 6" HIGH AND OF A CONTRASTING COLOR. 3. INTERIOR FINISHES SHALL COMPLY WITH U.F.C. APPENDIX VI.C. AND CHAPTER 7 U.B.C. 4. BUILDING OWNER SHALL SECURE ALL PERMITS REQUIRED BY THE FIRE DEPARTMENT FROM FIRE PREVENTION BUREAU PRIOR TO OCCUPYING THIS BUILDING. MISCELLANEOUS 1. SHEET METAL: ALL SHEET METAL SHALL BE MIN. 26 GA. G.l., OR AS SPECIFIED, PROPERLY PRIMED FOR PAINT. FURNISH ALL FLASHINGS, PARAPET COPINGS, AND OTHER ITEMS TO MAKE A WEATHERPROOF AND WATERTIGHT JOB. 2. INTERIOR FINISHES SHALL COMPLY WITH U.F.C. APPENDIX VI-C AND U.B.C. CHAPTER 7. 3. STRUCTURAL ELEMENTS SHALL NOT BE NOTCHED, CUT OR REMOVED WITHOUT THE CONSENT OF THE ARCHITECT OR THE STRUCTURAL ENGINEER. WOOD CONSTRUCTION 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR/LARCH AND SHALL CONFORM TO THE "STANDARD GRADING RULES FOR WESTERN LUMBER" AS PUBLISHED BY THE WESTERN WOOD PRODUCTS ASSOCIATION. ALL LUMBER SHALL BE GRADE STAMPED. ALL LUMBER SHALL NOT EXCEED 19% MOISTURE CONTENT. WOOD GRADES ( UNLESS NOTED OTHERWISE) A. HORIZONTAL MEMBERS; JOISTS AND RAFTERS; #1 GRADE BEAMS AND STRINGERS; #1 GRADE B. VERTICAL MEMBERS; STUDS; #2 GRADE POSTS AND TIMBERS; #1 GRADE 2. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD "PS LATEST ADDITION FOR SOFTWOOD PLYWOOD" AND SHALL BE IDENTIFIED WITH APA GRADE -TRADEMARK. ALL PLYWOOD SHALL BE OF THE THICKNESS , STRUCTURAL TYPE , PANEL INDEX AND NAILING AS INDICATED ON THE DRAWINGS. 3. ALL D.F./LARCH PLATES AND SILLS BEARING ON CONCRETE SLABS SHALL BE PRESSURE TREATED TO CONFORM TO AWPA STANDARDS. 4. SILL PLATES SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAM. X 10" ANCHOR BOLTS AT 48"O/C MAXIMUM UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5. HOLES FOR BOLTS SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER. BOLTS IN WOOD SHALL BE NOT LESS THAN 7 DIAMETERS FROM THE END OF THE WOOD MEMBER AND 4 DIAMETERS FROM THE EDGE, UNLESS NOTED OTHERWISE. THE THREADED PORTION OF THE BOLT SHALL NOT BEAR ON THE WOOD. BOLTS SHALL BE FITTED WITH GALVANIZED IRON OR STEEL PLATE WASHERS. 6. LEAD HOLES SHALL BE DRILLED FOR ALL LAG SCREWS. LEAD HOLE DIAMETER SHALL BE 60% OF NOMINAL SCREW DIAMETER AT THREADED PORTION AND EQUAL TO THE NOMINAL DIAMETER OF THE SHANK PORTION. 7. NAILING SHALL CONFORM TO TABLE 23-1 1-B-1 OF THE UNIFORM BUILDING CODE,1997 EDITION, ALL NAILS SHALL BE COMMON WIRE NAILS. PRE -DRILL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. 8. ALL CONNECTIONS, NOT SPECIFICALLY DETAILED, SHALL BE MADE USING "SIMPSON" OR EQUAL STANDARD FRAMING CONNECTORS. 9. PROVIDE STAGGERED SOLID BLOCKING AT MINIMUM OF 8'-O" O/C BETWEEN STUDS. ROOF TRUSSES: EACH ROOF TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION. SAID INFORMATION SHALL BE LOCATED ON THE FACE OF THE BOTTOM CHORD WITHIN 24" OF THE CENTER OF THE SPAN, PER UBC SECT. 2321.4: A. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS B. THE DESIGN LOAD C. THE DESIGN SPACING OF THE TRUSS SPECIAL INSPECTION PROGRAM REFER TO STRUCTURAL DRAWINGS FOR SPECIAL INSPECTION REQUIREMENTS. SPECIFIC CODE REQUIREMENTS 1. ALL SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44" ABOVE FINISH FLOOR. WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQUARE FEET WITH THE MINIMUM OPENABLE WIDTH OF 20" AND THE MINIMUM OPENABLE HEIGHT OF 24". THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING, WITHOUT THE USE OF SEPARATE TOOLS. REF. SECT. 310.4 2. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE OF SAFETY GLAZING MATERIAL (TEMPERED GLASS). REF. SECT. 2406.4 (SEE EXCEPTIONS): A. WINDOWS ADJACENT TO HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR SHOWERS AND WITHIN 60" OF THE FLOOR. B. WINDOWS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF DOORS IN THE CLOSED POSITION AND WITHIN 60" OF THE FLOOR. C. WINDOWS WITHIN 18" OF A WALKING SURFACE, WHERE THE INDIVIDUAL PANE IS GREATER THAN 9 SF, AND THE TOP EDGE IS HIGHER THAN 36" ABOVE THE FLOOR. D. WINDOWS ENCLOSING STAIR WAY LANDINGS OR WITHIN 5' OF THE BOTTOM OR TOP OF THE STAIRS WHERE THE BOTTOM EDGE IS LESS THAN 60' ABOVE A WALKING SURFACE. 3. PROVIDE ONE -HOUR FIRE PROTECTION ON THE GARAGE AND CARPORT SIDE OF WALLS AND CEILING COMMON TO THE DWELLING SPACE. ALL ELEMENTS SUPPORTING FLOOR JOISTS SHALL HAVE ONE -HOUR FIRE - RESISTIVE PROTECTION ON THE GARAGE SIDE. THE DOOR BETWEEN THE GARAGE AND THE DWELLING SHALL BE A LISTED 20 MINUTE FIRE -RATED ASSEMBLY OR SHALL BE A 1-3/8" SOLID CORE, SELF - CLOSING DOOR. REF. SECT. 304.2 & 304.4. 4. THE WALLS AND SOFFIT OF THE ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE -HOUR FIRE -RESISTIVE CONSTRUCTION. REF. SECT. 1003.3.3.9. 5. FIRE STOPS SHALL BE LOCATED AT THE FOLLOWING LOCATIONS, REF. SECT. 708: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES. B. AT THE FLOOR AND CEILING LEVELS AND AT 10'INTERVALS, BOTH VERTICALLY AND HORIZONTALLY. C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF THE STAIRS, IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. E. FIRE STOP WITH NON-COMBUSTIBLE MATERIAL IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS AT FLOOR AND CEILINGS WHICH AFFORD A PASSAGE FOR FIRE. F. FIRE STOP WITH NON-COMBUSTIBLE MATERIAL AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY BUILT CHIMNEYS. 6. MAXIMUM UNSUPPORTED STUD HEIGHT IN BEARING WALLS FOR 2X4 & 2X6 STUD WALLS SHALL NOT EXCEED 10'-0". REF. TABLE 23-1-R-3 7. PROVIDE A MINIMUM OF %s" CLEARANCE BETWEEN TOP PLATE OF INTERIOR NON - BEARING PARTITIONS AND BOTTOM CHORD OF ROOF TRUSSES. PROVIDE TRUSS CLIPS FOR LATERAL SUPPORT. 8 HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE 34" TO 36" ABOVE THE STAIR TREAD. THE HAND GRIP PORTION OF ALL HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 1-1/2" IN CROSS -SECTIONAL DIMENSION. HANDRAILS PROJECTING FROM WALLS SHALL HAVE AT LEAST 1-1/2" CLEAR BETWEEN THE HANDRAIL AND THE WALL.. REF.SECT. 1006.9 I) .e A Sli9 k' SC-T/Gib To 5 o'`App o/w ► - ,.fit - +2A-raa• -1 /15 > . 4RKIt1/4.1c 3g ce21, c, .b ICJ 6.<('T`6. CITY OF CARLSBAD Administrative Permit Case No. LP OS--:R Exhibit No. A Date 3 u ..14.. 4\ c.c. e 6 34) t,IJ I De 28c'' 2' T rfT (o+ crony) .r. on f ©`f-. I II C.lc. i SITE PLAN SCALE: " .I% Zd 2,L� I tom# f2 >)-0 ()e; r k t Jt )l�s OF ` 4v To vw,ji • SHEET INDEX SHEET NO. DESCRIPTION A.1 SITE PLAN, PROJECT DATA, GENERAL NOTES A.2 FLOOR PLAN, FIRST FLOOR LEVEL (EXISTING) A.3 FLOOR PLAN, SECOND FLOOR LEVEL (NEW), SCHEDULES A.4 EXTERIOR ELEVATIONS, ROOF PLAN S-1 STRUCTURAL NOTES & DETAILS S-2 FOUNDATION, FLOOR & ROOF FRAMING PLANS, SECTIONS & STRUCTURAL DETAILS EMP-1 ELECTRICAL, MECHANICAL, PLUMBING PLAN & TITLE 24 DOCUMENTATION PROJECT DATA: PROJECT DESCRIPTION: CONSTRUCT SECOND LEVEL GRANNY FLAT APARTMENT ADDITION TO SINGLE FAMILY RESIDENCE AND GARAGE JURISDICTION: CITY OF CARLSBAD, CA USE DESIGNATION (ZONE): R 1, CARLSBAD CITY COASTAL ZONE COMMUNITY PLAN : GENERAL PLAN DESIGNATION: REGIONAL CATEGORY: BUILDING AREA: EXISTING LIVING AREA= 1535 S.F. GARAGE = 430 S.F. PROPOSED ADDITION = 631 S.F OCCUPANCY : R-3, SINGLE FAMILY DWELLING TYPE OF CONSTRUCTION: TYPE V-N, NON -FIRE SPRINKLERED HEIGHT & NUMBER OF STORIES: 25',TWO STORY £efi' r::>) ASSESSORS PARCEL NO. 205-430-08 1,e4TAL. Lang WcGPL& 7 PIT SITE ADDRESS: 1186 LARKSPUR LANE , CARLSBAD, CA. 92008 OWNER: RICHARD BYRNE 1186 LARKSPUR LANE, CARLSBAD, CA. 91008 PHONE: (760) 729-0889 FAX. (760) APPLICABLE CODES; CALIF. BUILDING STANDARDS CODE AS FOUND IN THE CALIF. ADMIN. CODE, TITLE 24 CAR AS AMENDED AND ADOPTED BY THE PERMITTING JURISDICTION. CZc"oi A�aL ITIOt4 UNIFORM BUILDING CODE 1997 EDITION UNIFORM MECHANICAL CODE 7aeoEDITION UNIFORM PLUMBING CODE t EDITION NATIONAL ELECTRIC CODE 199' EDITION NATIONAL FIRE CODE LATEST EDITION ALL APPLICABLE ORDINANCES OF THE PERMITTING JI IRISDICTIO 4 (1) (2) (3) (4) (5) (6) (7) (8) (9) PROJECT LOCATION Vs 500 aBUENA PL LL KNOWLES w - ▪ � DAMS CARLSBAD STATE BEACH pr eA� 51+ Site acreage . -186^ A c . Existing zone and land use r?' 1 Proposed land use . i.• i Total building coverage • i ,165 5I Building square footage Res; /535' AA%' 4 /<, 6�uJ f �f Percent landscaping � 7" Number of parking spacesL Square footage of open/recreational space (if applicable) N/,& Cubic footage of storage space (if applicable) N/4 . °yROe 5 � GM. S)- tN o* SN sT, ��. 1' 0 Cr OP HEDIONOA LAGOON POGUE Hf ISLE a HI CO, Q6� VICINITY MAP NO SCALE REF: THOMAS BROS. PAGE 1106, GRID F-6 0 Hv ▪ GARY ay CIR :3 BERG cIR A. o '4 EAST 0.4 RECEIVED SEP 1 5 er_:„.` CITY OF CARLSBAD PLANNING DEPT. N 2 Q t CO (0 tt. 0) ci (0 N CI) 0) -J v a) ai Q c a a) 10 ti Lti 0 z w w OOO -I a ui a a (rox t1) o z �• co Zict 03 0 APPROVED BY t,(t -,ISHOP GRAPHICS/ACCUPRESS IRDER NO. A33842 05 - 430 -CAS Date Hrs. TiAr ,ikdate5A L I✓x l � r , Rip -'c) F 4k& L CITY OF CARLSBAD Administrative Permit Case No; Exhibit No. 13,. _.__.._ Date ROOF PLAN OF EXISTING SCALE: r4 L.10,\ 01-4 ri LC K . ocS-r-ie-a & ,i ve rti4 - +, wa `"[-N eo . L Ft - WALL e. T A . 3 • 2 CA r 4 ,/.5, (4C12 er rA2- 17g t�lo-r' 1,- ` n4 t4 AA i LteL- DEMOLITION GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. 2. ALL DEMOLITION DESCRIBED ON DRAWINGS AND/ OR NOTES INCLUDES EXISTING CONSTRUCTION TO BE REMOVED, IN ITS ENTIRETY, UNLESS OTHERWISE NOTED. 3. ALL REMOVED OR DEMOLISHED MATERIAL, FIXTURES AND OTHER ITEMS BECOME THE GENERAL CONTRACTOR'S PROPERTY AND RESPONSIBILITY, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING UTILITIES REQUIRED TO REMAIN IN SERVICE DURING THE DEMOLITION AND CONSTRUCTION OPERATION. PROVIDE BYPASS CONNECTIONS TO OTHER PARTS OF THE SITE AS REQUIRED. 5. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND CAP OR PLUG ALL UTILITY SERVICES TO BE DEMOLISHED OR RELOCATED. 6. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN SUCH A MANNER AS TO PROTECT AND PREVENT INJURY OR DAMAGE TO ANY PERSON, ADJACENT BUILDINGS OR SITE CONDITIONS. 7. PROTECT ALL PORTIONS OF ADJACENT BUILDINGS, INCLUDING FINISHES, FURNISHINGS AND EQUIPMENT FROM DAMAGE, INCLUDING DUST AND MOISTURE DURING DEMOLITION AND CONSTRUCTION OPERATION. 8. PROMPTLY PATCH AND REPAIR ANY HOLES OR DAMAGED SURFACES CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF REPAIRED AREAS AND EXTEND RESTORATION INTO REMAINING ADJOINING CONSTRUCTION AS REQUIRED TO DEMOLITION SPECIFIC NOTES; 1. DEMO. EXISTING GARAGE ROOF. 2. DEMO. EXISTING GARAGR FRONT (WEST) WALL. SALVAGE GARAGE DOOR FOR RE -USE. 3. SAW CUT AND REMOVE EXIST. SLAB AS REQUIRED FOR NEW FOOTINGS. 4. REMOVE EXISTING DRYWALL FOR NEW PLYWOOD SHEAR PANELS. 5. REMOVE EXIST. SKYLIGHT. SALVAGE FOR RE -USE. 6. REMOVE EXISTING ROOF AS REQUIRED. EXIST. CEILING JOISTS TO REMAIN. Imo,. V4,1,‘ FLOOR PLAN OF EXISTING SCALE: W = t. z 0 2 cn c 0 ` c0 <wO un to .4. 00 4 .4. IV S. lib.CO CA a ache d' 8 CSC cd U U 4 L <2 _.,,„ d//'C d a Egg '- c . = 0 16111 W Y 03 Ir 1-- W in ILI z w w O r),I- Z z o pt El ;. ® CI gorC (-) cr e. 11 n. Z O1 00 LO am � 0 8 BISHOP GRAPHICS/ACCUPRESS REORDER NO. A33842 I. Date Hrs. CITY OF CARLSBAD Administrative Permit Case No. INTERIOR FINISH & MATERIAL SCHEDULE ROOM NUMBEil • ROOM NAME FLOOR w '� 00 2 i < 3 TRIM w 3 gi < 1v WALL MATERIAL WALL FINISHco CEILING MTL. K. 0 = W 0 CEILING HEIGHT REMARKS / NOTES +` N E S W N E S W LI V. i t 4 . 1 1 -- - I I l 1 1 1 I i I I '•>! VOpr=2 GL G 1<IT`i1, 2 I. - 1 1 . 1 1 1 Z 2. 2 Z I 2 8-'U` II " (D;R, 11-- I 1 I ( I I I II I _ 452'0f 0 1' it ._ tiO,,- , 2 I-- I I I I 1 _ 2 2 z 2 I Z w 7'- G LAUN92 I-• II I I I z Z z a I Z 7-6'W JLL. 1 1 - - Ill. 1 ) 1 I L 1 I , L(; 0 ... 0 9 0 \ 7 • e)(t1_I I .�"L1i, 1 T g L ,6.- - As fern.o, 'fie ---.W TR .“T R, `I V N T reams cruse Now: dew VATI-- T r Cf OL G) 114 KO W► c :2) w/ c- 4 15T 10f-I !!1 \WO c 151(7.e AT Tcr 4 W\ 1 1 1 I INTERIOR FINISH SCHEDULE NOTES: FLOOR 1. CARPET (SELECTED BY OWNER) 2. SHEET VINYL >BASE 1. 5/8'.' X 2 1/4" WOOD 2. 5" SELF -COVED VINYL 3, 4" VINYL TOPSET BASE WAINSCOT 1. TRIM 1. CABINETS 1. EXTERIOR MATERIAL AND FINISH TO BE SELECTED BY OWNER. SHELF SURFACES AND DRAWER BOTTOMS TO BE MELAMINE SURFACED. HINGES, PULLS AND MISC. HARDWARE SHALL BE SELECTED BY OWNER. WALL MATERIAL 1. DRYWALL, TAPE AND LIGHT FOG TEXTURE WALL FINISH 1. VIIjI.YL WALL PAINT, FLAT, 2 COATS (MINIMUM) 2. ENAMEL, SEMI -GLOSS, 2COATS (MINIMUM) OVER PRIMER. CEILING MATERIAL 1. DRYWALL, TAPE AND LIGHT FOG TEXTURE CEILING FINISH 1. VINYL WALL PAINT, FLAT, 2 COATS (MINIMUM) 2. ENAMEL, SEMI -GLOSS, 2COATS (MINIMUM) OVER PRIMER FLOOR PLAN NOTES: METAL FIREPLACE, GAS LOG ONLY, WITH GLASS DOORS. I.C.B.O. # 3507 FLUSH MASONRY HEARTH CERAMIC TILE BAR TOP ( 42" AFF PONY WALL AT BAR SUPPORT FLOORING MATERIAL BREAK LINE ADJUSTABLE SHELVES — Ltt--1 .4 r�r� CERAMIC TILE COUNTER TOP AND SPLASH WALL CABINETS ABOVE COUNTER TOP KITCHEN SINK, ENAMELED STEEL, TWO COMPARTMENT WITH WASTE DISPOSER DISHWASHER, UNDER -COUNTER MODEL REFRIGERATOR SPACE 30" COOK TOP WITH OVEN BELOW AND EXHAUST FAN & HOOD VENTED TO OUTSIDE. STORAGE WITH ADJUSTABLE SHELVES SHELF AND POLE (15 MEDICINE CABINET WITH MIRROR 16) MIRROR 07 TILE SHELF c�' 2" ABOVE TUB RIM 18) SIMULATED MARBLE TUB 9) LAV. WITH MARBLE TOP & SPLASH .20) WASHER SPACE DRYER SPACE, VENT DRYER TO OUTSIDE WATER HEATER, 30 GAL. WITH INSULATION AND SEISMIC RESTRAINT STRAPS PER UBC t3i-4251 t', a1TE "OM ya Jvte:nL. , GAS FIRED WALL HEATER- Z5j BTU FURRED CEILING, 7'-6" A.F.F. (U.N.O.). AT ALL TUB AND SHOWER ENCLOSURES COVER WOOD FRAMING WITH 1 5# FELT. TILE OR OTHER APPROVED MATERIAL SHALL BE ATTACHED TO A BACKING WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE, (CEMENTATIOUS, "HARDY BOARD" OR EQUAL). THE USE OF MOISTURE RESISTANT GYPSUM BOARD ("GREEN -BOARD") IS NOT ALLOWED. HEIGHT OF TILE AT WALLS SHALL BE 7'-6". }ONE -HOUR FIRE RESISTIVE CONSTRUCTION: PROVIDE ONE -HOUR FIRE RESISTIVE CONSTRUCTION IN ACCORDANCE WITH U.B.C. TABLE 43 A, B &C AT THE FOLLOWING LOCATIONS: A) COMMON WALL BETWEEN GARAGE / CARPORT AND LIVING SPACE & GARAGE WALLS SUPPORTING FLOOR ABOVE. REF. 43-B, 16-1.3 & 17-1.3 B) FLOOR / CEILING ASSEMBLY BETWEEN GARAGE / CARPORT AND LIVING SPACE. DOOR SCHEDULE SYM SIZE TYPE & MATL. REMARKS jI 106x (0 O)<'(' SLDC.i \JII-,L- ° LI7Cr ou 7 °rks4 sw O G °K poll,.. 4)L.o: tv p- Z FA4- 0 2 zi.e & W000-- a, PA N-I e-L— . 2�X G&' u/ 0-co Pkrt\Ie,1✓ 0 28X 6 (5 WJ Q, - 2 PAc1.4 aL (%e..-- 0 0 0 0 o .� 0 WINDOW SCHEDULE SYM SIZE TYPE & MATL. REMARKS �J aX `a �(c.) 1... \71 t-4`-i L- 2°x V sitJ(A.,15- I.aot.46( v1tA, 4„c7k e' C ": t,-,, V1rw44-c`L. . eeig 06c end. I }‹ eic' c 1 L. Et, 4-1.1)t 61 \ I N4 . ETAc t e 6.3° lIy4- =,I2 V1t-4 t'/.... S!.rwei ).-. el, e:.a. 0 0 0 ALL GLASS SHALL BE DUAL. -GLAZED, UNLESS NOTED OTHERWISE. PROVIDE SAFETY GLAZING ( TEMPERED GLASS) AT ALL. LOCATIONS AS REQUIRED BY U.B.C. SECT 24064, NOTE #2 SPECIAL CODE REQUIREMENTS SHEET A-1.1 N N ') 0 x Lis id 03 IW 619) 464-8465 5775 'Kelton Ave. La Mesa, Ca. 91942 w 0 i 0 CI 04 re 4:x p ci>vi ■ r ict IL fe 1186 LARKSPUR LANE , CARLSBAD, CA. 92008 2 44C1 BISHOP GRAPHICS/ ACCUPRESS REORDER NO. A33842 Exhibit No. Date THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS.