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HomeMy WebLinkAbout1065 CHINQUAPIN AVE; ; 84-46; PermitDECLARATIONS LENDER WORKER S COMPENSATION OWNER/BUILDER r 1EXPENSES WHICHGRANTING OFTHws"o em > 3)^ -1-< g>-< >onTcrr >£T> za cr> Cr -< 2 rczurrCcn2rn CTi!B J? ^ ^ r •»•f CD-< -oI OZm a a a > z ISTRUGTION WHETHER SPECIFIED HEREIN OR NOT 1 ALSO AGREE TO SAVE INDEMNIFY ANDKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS ANDAPPLICANTS SIGNATURE * OWNER^ CONTRACTOR DC 1 s^. l\>-o"D3)O f s^ rc _, . B> k » :^ V1" 1 1 I a cs"o 3^*D ^ a a 8a~ 5~- i =r~ S S1 ° z 5^' <?-S j 3^ _$|| - 5 I r ! :!I!I p?: -i| 5 f K ^s aZ^zi" ^ TO * -^3 — ^_^i»i T3dm-n J C7 Q—JJ ^O-D ^ ~ g •< g O3-- "^^.^ *^ * ^ a3 sc * „ S^ C O3) >/E CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREC.ARATIONS ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNZ31Z-1 C ^ O Q F > ^ n Z rn = _. si!^ w m -< L_° '"O !a333^HJ •»-»•» o *- a a*<heB Id gOffbecome Himenced w tha tho zed byk s comme ceOa m iw i-5"* AN OSHA PERMIT IS REOU5 0 DEEP AND DEMOLITtCSTRUCTURES OVER 3 STOfBS1 7 9FOR EXCAVATIONS OVER 1\ CONSTRUCTION OF 1N HEIGHT 1TOTAL ELECTRICAL ! **^?-o-H CO0 3D TOTAL FEES PAYABLE^^V ^Sl*CREDIT DEPOSIT/\ I \ ^/TEMPOCCUPANCY (30 DAYS)S TlTl g CDro cn•i>e"G 1 \ i 0 rn -D o0 "DCO !_ 'LICENSE TAX 01 00 00 8162*x ^*fc i — *MPPOLE 200 AMPS^ 4 x EMODEL ALTtR PER CIRCUIT~D OinmO mm ^ J 1 QJ O 00o XI ro-C-. CDcn to - X CO X -acz bW CO=3 a c o OOo ro co CDt_n CD m (1ST BLDG EA AMP/SWT BKR33O O;*; CO—1o m y /» / m COotoro noro Oc_n to - X CO -aX * 1 STORAGE TANKS ^\t 0 CU t/r r*S COO UDro ro CDen CD ^W CONST EA AMP/SWT BKR / Qf)I oo1 — o 0 cr cnoXoo -nmm o io— 1 ~i r 5 s^ J o~ - " r- r s_I Is' 3 ELECTRICAL PERMIT ISSUEY- o SOLARC/5C/? Cm a. ocnm m PUBLIC FAC1 — — j CO mm coro CDCD 0O 00to - O— f T)r—cr CO i j TOTML MECHANICAL1\,-4 \FIRE SPRINKLERS 01 0000 8227STRONG MOTION 8092330519f ? X oo ain i:C/l o C/)o o 0I DO \_cn WATER SOFTNER33m O 02 O-n m cr -D m Xm — (m ID MOBILEHOME PARK INSP•EACH VACUUM BREAKERMECH EXHAUST HOOO/DUCTS0EE rn o m o 0 CD CD0 COr\_>r\_cn i a _? "" ^ Q. — ~ =r~~-a-o<s)::* Q — — ~ u> „ "3 CAJr-O--,^ G „ WJ — Cft _.."< -D __ _, 0^ =T "Q.,.1"^ ^^ 3 O ^ O^n"0 — ^^ J"° ^ 5 "DCT -i ~~ C?**" IQ -o a>" ^'"<D _t^ g g Q.^5 -is O-3'oS' — — a.— Q.O3T_ — - "~ Q-^' (Oo"°-~^ &J ~""a3oo- =3 D ^ S" 3 "^o., StT> = S'EBl~CD53 ^B"3^-!! «1 o » ca3 - ^^S1" -oS-S ™~ -§-,^=^^^g„EACH INSTAl. ALTER REPAIR VIATER PIPEVENT FAN SINGLE DUCTMEGHANo i — CD OO 0o 00roro ^ 1 T EACH GAS SYSTEM 5 OR MOREMETAL FIREPLACEmi —m0— t O o CD0 CD COro CO ? \EACH GASSYSTEM 1 TO 4 OUTLETS :fl BOILER/COMPRESSOR 3 15 HP— io 2 TD1 — CZ ro 0 CD0 CD roro A-S i •v»EACHWATER HEATER AND/OR VENTJ1 ri BOILER/COMPRESSOR UPTO 3 HP-D IE CD 0CD 0 O OOCO CDcn ^N. ^s. m X COcr c z 0 OOm m S OVER 100000 BTUSIGN PERM— 1 o oCD 0 CD COroro O EACH FIXTURE TRAP^ ««*INSTALL FURN DUCTS UP TO 100 000 BTUrI \ CDd. O "DIT CD oo 0 OOIX c; 10 •^ O \ ^/PLUMBING PERMIT ISSUE>£ ft O MECHANICAL PERMIT ISSUE,- i uuu|m-^n iu/u| /•£)/( jiin.SUMMARY/ACCOUNT NUMBER*7\ \CENSUS TRACTO r ZO Cyim T3 n 31 CO c CO GRADING PERMIT ISSUEDY D N DREDEVELOPMENTAREA ^D NfY3f oo0 rO 0 D ^ 1 i si)1 D ' Za •n D mrm \ m ' ? \ m 1|o£SCRIPTPKg IP IT' Iz^ ^ 9} JS 1 DESIGNER S ADDRESSDESIGNERSHo-0!-1(i 1 ? fe 1 a tA o f ^ f i\*i ^a , B3NOIS3Oj LICENSE aSTANDARD PLAN #1j— Om 3NMO |R S MAILING ADDF^ESS ' "V^dfiie"!.> 0 / o £* f 2 p~v 1 ^ft OWNERS PHONE |n^K^-i^t^CONTRA'CTOR s ADDRESS **'** ''V'Dia_*^Uv<oMri <L->fiJUlLICENSE NO'iq^nbH'r Z a BLDG USE CODEU>5 ror F O -clrx ASSESSOR PARCEL NOoc^ ooo- 0,0(0 -l--xo-o'?>o:pi / 3 ^ >f O f 1 ?l L? §•^ W _-O ~° «> o** z1 R ^ N OZm ^// i. Y r~1 1 hereby affirm that 1 am licensed u derJ- yb Isions of Chapter 9 (commencing with 1^Section 7000) of Division 3 of the Business |/ and Professions Code and my license is n (full force and effectIN Cl S <_ 0 ^^* CD 0 | (* r ' 3)0 ps i ir i rf'T DATE OF APPLICATION! BUS.INESS LICENSE #GrtiAAqsd -'K1 \ 3>\ s ^^^ H D CARLSBAD BUILDING DEPARTMENT APPLICATION & PEF1200 Elm Carlsbad California 92008 1989 (619)4385525H rri OD •oO —4 -om Z O 00 •o39m t/i TO0 T3T)|— O z o :ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance (2) Data Process Yellow — Assessor _ Pink — Applicant Gold — Temporary File To ENGINEERING, FIRE, PLANNING(UTILITIES FINAL INSPECTION Address Date Type of Construction Person to Contact Engineering Department Date Ph No Approved Fire Prevention Date Approved Planning DeeaJlfflent Date Approved itihties N ) DepartmenX Date Approved Comments i / I N S P E C T I O N R E Q U E S T 33mO w T3mO TJmO-j Oz 33mOO 33 O IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS IT WILL BE ASSUMED IT IS OKAY T0 FINAL NOTICE Date f s/s Address Plan #. Type_of_Construction. Person to Contact _J_ 1 Engineering i Department Date Ph Approved Fire Prevention Date Approved Planning Department Date Approved Utilities Department Date Approved Comments IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS IT WILL BE ASSUMED IT IS OKAY TO FINAL I 1 "i I I I I I I I I I ~ I I I I I N S P E C T I 0 N R E Q U E S T mOH 33 CO J L Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR L^JHy PERMIT NO TIME /•=*-=' HATE *i/2O I*3A OWNER 'P^l ^^/llVe/^ ADDRESS \OCe9£7 £AAH>£3 lY^-TpV^ REQUESTED BY ""^X/?2G U^7 J^ V^JHONE NO PERSON TAKING REPORT BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME SC'EXTERIOR LATH D INSULATION ^"—^^^^ 2\ INTERIOR LATH ^RDRYWALL^) D FINAL fttf* ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND O ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^ A^ PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday 15CAM D PM D Wednesday D Thursday D Friday Cit? of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR l/CN'Vir? OCnS^OJ-^ PFRMITNO TIMF DATF U/V3/S<4- OWNER n~*^V ^?V\f\J &J ^y ADDRESS lOC^^P ( ]/\[-T&>£A?O\t^ REQUESTED BY "^^j/TOCCc^r (j-^4£$?M«rta PHONE NO ~~]'2!p(^?l ^3j^ \ PERSON TAKING REPORT BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH ^INSULATION D INTERIOR LATH OR DRYWALL D FINAL i/ W- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^>A/ PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN a GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO n POOL n SPA n SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday KAM D PM Tuesday rf'Wednesday D Thursday n Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD x"\ * TIMF ^^ t^tft INRPFHTOR J^fl****''!**^}' PERMIT NOy >•} DATF J / —" C* ADDRESS S& &&' £^*.-»< «^ ^yjX^. REQUESTED BY P*-fft*4 PHONE NO *^^i ^ — 3 ^^^"~ - (f PERSON TAKING REPORT X3 /' BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING A D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL Cx/z^«^*gx^/' r\VyK~^ /'*Y^^J^** * ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL <^-/ MISCELLANEOUS "S D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection D Monday DAM D PM D Tuesday Wednesday D Thursday D Friday Cttp of Cartebab REQUEST FOR INSPECTION RECORD i/7 TIME INSPECTOR dL&^l^LSft* PERMIT NO DATF /£~~3J *2?jr ADDRESS X^CP X^^a^-jV^^-^^j- REQUESTED BY C-^J^^j^,^^^ PHONE NO ~7<£. ^— ^?/£iJ*"^ - x» BUILDING D FOUNDATION D FOOTING D SLAB n REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME j^SHEATHING^ROOF D SHEAR D FRAME ^ D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL ( ^ PERSON TAKING REPORT S~~Z,"*- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^ PLUMBING ^ D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL 'V^u^ 2/ MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT n PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPFCIAI INSTRUCTIONS </yReady For Inspection D Monday D Tuesday D Wednesday /VThursday D Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE n FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALIT D FINAL PLUMBING D UNDERGROUND PLUMBING / D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST ~ QO n WATER HEATER!/ D SOLAR WATEU/ D FINAL SPECIAL INSTRUCTIONS. Ready For Inspection K Monday DAM D PM D Tuesday D Wednesday Thursday D Friday City of Cartebao REQUEST FOR INSPECTION RECORD TIME INSPECTOR-^ /ffilt%&^ , ( PERMIT NO nATF/^^/V^ OWNER /" £'/&/(/£• /?S * ADDRESS / / <9 £ £~ &U/JL{£t/t) 0/fiJ REQUESTED BY 4&S 6 /? / M f f~LS PHONE NO / ^ BUILDING [^OUNPATION D FOOTING D SLAB od-fl£lNFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL n FINAL PERSON TAKING REPORT SfarfXy jPf ELECTRICAL/ D TEMPORARY SERVICE D UFFER GROUND a ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^-tfNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT n PATIO a POOL n SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready Forjjjspectipn D Monday Q^T^ a &W D Tuesday D Wednesday ursday D Friday €itp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTO OWNER _ PERMIT NO TIME .DATE -o PERSON TAKING REPORT ADDRESS REQUESTED BY BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION /") D INTERIOR LATH OR DRYWALL/ D FINAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND Q ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE FINAL PLUMBING ^UNDERGROUND PLUMBING n SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL n SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS. Ready For Insrie/tfion D Monday DAM D tf*d D Tuesday D Wednesday ( 13 Thursday ) V. ^ D Friday PI APPLICANT COPY ©'CITY COPY f~~] PLAN CHECKER COPY Ctt? of Cartebab JURISDICTION PROJECT ADDRESS /O(&J=^ ^i-*^s7sTO DATE PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No Pite plans received by lunsdietion late plans received by plan Date initial plan check completed OREHORD PLEASE READ Tel (619)560 U6S) Plan check is limited to technical requirements contained in the Uniform Building Code Uniform Plumbing Code Uniform Mechanical Code National Electrical Code and state laws regulating energy conservation noise attenuation and access for the handicapped The plan check is based on regulations enforced by the Building Inspection Department You may have other corrections based on laws and ordinances enforced by the Planning Department Engineering Department or other departments The items circled below need clarification modification or change All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c) 1979 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law Suomit fully dimensioned plot plan drawn to scale showing location size and use of all existing and proposed structures on he lot Identify property lines and show lot dimensions and all easements Show location of all cu or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners Sec 302(b)7 Indicate distance from center-line of street or allev to property line and distance from curh to property line Sec 302(b)7 Plans specifications and calculations shall be signed by a California State licensed engineer or architect (California Business and Professions Code) FIT? PROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction have no openings and shall have 30 inch parapets when the building floor area exceeds 1 000 square feet on any floor (Table 5-A Sec 1709(a) Projections including eaves may not extend more than 12 inches in o the 3 foot setback from the property line Sec 1710 and Sec S04(b) Projections including eaves shall be one- hour fire-resistive construction heavy timber or of non-combustible material if they project into the 3 setback area from the property 1 ne Sec 1710 /• Shoj location of porn tnentl/ wired smoke dotr-ctor Sec 1210 ( ROOM SIZEb, TIGHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square feet of superficial floor area Sec 1207!b) Kibitable rooms other t*ian kitchens shall contain at least 70 square feet of floor urea Sec 1207ib) fcindow area must be at least 1/10 of the floor area and a minimun of 1C square feet per Sec I207(a) Aopears to be deficient in X X X x PLANS Please make all corrections on the original tracings and submit two new sets of prints and any original plan sets that may have been returned to you by the jurisdiction To facilitate rechecking please identify nex to each circled item the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans Sec 302(b) Openable window area must be 1/20 of the floor area and a -ninmum of 5 square feet In bathrooms laundr/ rooms and similar rooms Minnum is 1 3 sq ft (Sec 120S(a) One-half of all required window area must be openable in Provide mechanical ventilation caoable of providing five air changes per hour in bathrooms water closet compartments laundry rooms and similar rooms if required windows are not provided Sec 1205(a) No habitable room other han a kitchen shall be less than 70 in any dimension ec I207(c) Show that ceiling height for habitable rooms is a minimum of 7 6 Sec 1207(a) ie walls and soffits of the enclosed useable soace under interior stairs shall be protected on he enclosed si.de as required for one-hour J rira- esistive construction Sac 330 (m) Mno-num construction specifications shall be nade a part of the approved plans <Se» attached) ROOFING Specify roof pitch Roof pitch is not adequate for roof type soecitied Specify minimum pitch of >8 ' Specify roof material and application^"^ Specify I C 3 0 approval number for r materials not covered in CISC Specify roof slope for drainage or design to support accumulated water Sec 3207(a) Show roof drains and overflows Sec 3207(a) Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists Sec 3205(cl H MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing Sec 3707 Show veneer support and connections comply with Sec 3002 456 and Sec 2516(a) regarding ties and #9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2 Show height and construction details of all masonry walls Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4 in a single pour Cleanout shall be sealed before grouting after insoection Sec 2415 Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load whichever is greater Sec 2310 9xZ Provide material specifications for mortar grout masonry and reinforcing steel Sec 2403 Show how masonry house walls retaining earth •are to be waterproofed Provide detail Note that special inspection of <~tie -nasonry will be required for GARAGE AND CARPORTS Garage requires one-hour fire protection / on he garage side of walls and ceilings common to the dwelling Table 5-3 Sec a03(b) 11 elements supporting floor above garage to have one-hour fire-resistive protection on the garage side Sac 503 Beams and posts not within the wall or ceiling con- struction must comply with UBC Table 43-A or be minimum 6 dimension beam and minimum. 8 by 3 post Show 1 3/8 solid core self-closing door for openings between garage and dwelling S«c 503(d) Garages are not permitted to open into a room used for sleeping purposes Sec 1104 Openings between carport and residence require self-closing doors and stat.onary windows Sec 1214 Show garage framing section size of header over garage opening lateral cross bracing at plate line and method of bracing garage front Chapter 23 NOTE Minimum plywood diaphragm ratio is 3 1/2 to I or 2 3 Table 24-1 Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egrass from the building If the difference in floor elevation exceeds 7 1/2 inches or if the door is used as the primary means of egress from the building additional steps or landing must be provided in accordance with stairway requirements and the door must not swing over the depressed level (see 3303(i)2 and 3305 (g) Provide IS raised platforms lor Xny FAU water heater or any other device which may generate a flame or spark ~~ Note that continuous fire wall protection shall be installed behind raised platform s prior to framing platform TOONDATION REQOIREMENTS Note on plans that A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soi problems disclosed during construction Sec Submit soils classification determination by a licensed engineer or architect -based on observation tests borings or excavations and containing comments on the degree of expansiveness compressibility and bearing value Sec 2905 j— Note on the plan he soils classification whether or not the soil is expansive and note he allowable bearing value Sec 2905 The foundation plan does not comply with the soil report recommendation for this proiect Provide notes on the foundation plan listing the soils report recommendations for foundations slab and building pad preparation Note on the foundation plan that Prior to the Contractor requesting a Building Department foundation inspection the soils engineer shall advise the Building Official in writing that 1 the building pad was prepared in accor- dance with the soils report 2 the utility trenches have been properly backfilled and compacted and 3 the foundation excavations forming and reinforcement comply with the soils report and approved plan Provide spread footings for concant-ated loads designed for 1 000 PSF soil bearing or par bearing value as determined by an engineer or architect Chapter 29 I X X X X X X X 3 how cexl ng neight or laundry rooms hallways cor-idors and bathrooms is a minimum of 7 0 Sac 1207(a) Provide 30 clear width for water closet compartments and 24 clearance in front of water closet Sec 1711(b) Vo cooking room shall be used for sleeping purposes unless complying as an efficiency living unit Sec 1208 Specify safety glazing for glazing in hazardous locations such as glass doors glazing adjacent; to such doors and glazing adjacent o walking surfaces Sec 5406 Glazing in shower and tub enclosures (including windows) shall be tempered laminated or approved plastic Sec 1711 (f)(g) Sleeping rooms shall hava a window or exterior door for emergency exit Sill height shall not exceed 44 above the floor The window must have an openable area of at least 5 7 square feet with the minimum openable width 20 and the minimum openable height 24 Sec 1204 Eaves and cornices may not project into a required vard more than 2 inches for each foot of yard width if required windows open into the yard Sec 1206(d) A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below and the mezzanine floor must have a clear height of 7 feet above and below and must have 65% of fie long side open to the room below The loft you show does not comply as a mezzanine floor and is by Building Code definition a story X / X X EXITS, STAIRWAYS, AND RAILINGS ploors above the second story shall have not less than 2 exits Sec 3302(a) Required exit doorways shall be not less than 36 in width and not less than 6 -8 in height and shall be capable of opening at least 90 degrees Sec 3303(e) Provide 36 high protective railing for porches balconies and open sides of landings Maximum opening between railings shall be less than 9 Sec 1716 x X 4a/ "SKow how guardrail connection details are*\ —' adequate to support 20 pounds per lineal ) foot at a right angle to the top rail Table 23-Bj<M2- -- ~ Provide stairway and landing details Sec 3305<b) 4 (c) a Maximum rise 8 and minimum run is 9 b Minimum head room is 6 -6 c Miniaua width is 30 50/Handrails shall satisfy ehe fallowing —^^ s-l^Provide handrail for stairways ovar 30 hign whan serving a single dwelling Titla 24 Sac T25-22(b) Handrail shall ba 30 to 34 above eha nosing of treads Sec 33051j) Handrail projecting from a wall shall have a space not lass than 1 1/2 between the wall and the handrail The hand grip portion of handrail shall be not less than I 1/4 nor more than 2 in cross-sectional dimension Sec 3305(j) (see attached! Every stairway landing shall have a dimension measured in the direction of travel at least equal to the stairway width Sec 330S(g) A door may open over a stairway landing provided the door in any position does not reduce the clear area of the landing in the direction of stairway travel to less than one-half the required width of the stairway Sec 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2 lower than the floor level Sec 3303(1)2 Provide details of winding stairway a Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway b Maximum rise is 9 inches Minimum width is 30 inches (see attached) Sec 3305(d) / Provide spiral stairway details a Minimum run is 7 1/2 inches at a point from where the tread is the narrowest b Maximum rise is 9 1/2 inches c Minimum headroom is 6 feet 6 inches Sec 3305(f) (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq ft Sec 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail Sec 33051f) Provide I C B 0 Reasearch Report and Number for metal stairway or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Sec 306(aMB and Sec 306(f) In buildings over 2 stories in height provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way An exit balcony with 2 separated stairways is exempt Sec 330S Exterior stairways shall not project into the 3 foot setback from the property lines Sec 330S(n) show height of all foundation walls Chapter 23 Show 'la ght of ratained earth on all foundation walls Chapter 3 Show distance of foundation to adge of cut or fill slopes and show steepness and Heights of cuts and ills Chapter 29 Note on olans that wood shall be 6 above inish grade Sec 24l7(c) 7 Note on plans that surface water will drain away from building and show drainage pattern and <ay elevations Sec 2905(f) 131 Dimension foundation per Table 29A TABLE NO 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS NUMBEROF STOIIES 1 2 3 THICKNESS OFFOUNDATION WALL (lOClMl) CONCRETE 6 8 10 UNIT MASONRY 6 3 10 WIDTHOF FOOTING Incuts) 12 15 18 THICKNESSOFFOOTING(IncntS) 6 7 3 DEPTH OF FOUNDATION BELOW NATURAL SURFACEOF CROUNOAND FINISHMADE (iKAtS) U . 18 S 24 NOTES - Where unusual condition or frost conditions are found footings andfoundations h 11 be as equ red n Section 2907 (a* The ground under the floor may be cavated to th le at on of thtop of the foot e Show foundation sills to be pressure treated or equal Sec 2517(c) 3 Show foundation bolt size and spacing Sec 2907(e) Specify size ICBO number and manufacturer of power, driven pins Show edge and end distance and spacing Sec 306(f) Show size imbedment and location of hold X' down anchors on foundation plan Sec 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation .Sec 2312(f) inspec Show adequate footings under all shea walls Sec 231l(e) Show stepoed footings for slopes steep' than 1 10 Sac 2907(c) Show minimum 18 clearance from grade to bottom of floor joists and minimum 12 clearance to boetom of girders Sec 251 Show pier size spacing and depth into .undisturbed soil Table 29-A Show minimum under floor access of 18 x 2 Sec 2517 Show minimum under floor ventilation equa to 1 1/2 sq ft for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate ly opposite sides Sec 2517 PRAMIHG Show all joists rafters beams and posts 2 to 4 thick to be No 2 Grade Douglas Fir-Larch or better All posts and beams 5 and thicker shall be No I Grade Douglas Fir-l^rch or better (Table 25-A-l) Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end and at least avery 25 feet of length with 1x4 diagonal t-injarace_ or equivalent Sec^ 2JJJ(q)S Mote c-oas bridging or blocking Floor joists and raf ers more than 12 in depfi and spanning mora *ian 3 feat ana 11 be supported laterally by bridging at ntar/als not exceeding a feet Sec 2506(gL Show blocking at ends and ~Jrt~supports of loor joists and for rafters at exterior, walls Sec 2506(g) ahow solid blocking at ridge line and at exterior walls on trussed roofs p Sac 2506(g) <», Show double joists Floor Joists shall be doubled under bearng part.tions running parallel with the joists Sec 2S13(d) 5 Show rafter ties Rafter ties shall be spaced not more than 4 eat on center where rafters and ceiling joists are noc parallel Sec 251S(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal.Sac 25l8(h) Show 1/2 minimum clearance between top place or interior partitions and oottom chord of trusses (To ensure loadin will be as designed ) Show double top plate with minimum 48 lap splice Sec 2Sl8(g)4 Show nailing will be in compliance with Table 25-P Provide fire stops between stories between top story and roof space at ceilings and floor levels in interior and exterior walls in mansard roof or eyebrow so no concealed or furred space s greater than 10 horizontally or vertically between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions at perimeter of sliding door pockets between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame Sec 2Sl7(f) Show stud size and spacing Maximum allow- able stud heights 2 x4 « 16 is 14 3 X4 &2 tS « 16 a c is 20 Sec 2Sl8(g)2 Note an A I T C Certificate of Compliance for glued laminated wood members shall be given to the Building Inspec-or prior to erec-ignj__See 306(f) Detail all post to beam and post to footing connections Sec 2S17(c) 4 Specify nail size and spacing for all shear walls floor and roof diaoftragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables I J K) Show 3 x4 or 2 x6 studs in first story of three story building Sec 2518(f) Provide truss details and truss calculations Provide roof framing plan Sec 302(a)7 Provide framing sections through Section 302(a) 7 Specify all header sizes for opening over 4 wide Sec 2S18(g) 7 Provide calculations for Section 302(a) 7 In areas subject to water sp ash and in exterior locations wood columns and posts shall be supported by piers projecting at least 2 above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar Sec 2S17(c)4 Show location ot attic access with miniamn size 22 x 30 Sec 3205 Show draft separation or attic areas in excess of 3 000 sq t Sec 320S Show draft seoaration or apace between droooed ceilings and loor above n excess of I 000 sq ft Sac 2517 Soecify olywood grade and oanel fication index Table 25-J When roof pitch is less than 3 12 ridge as a oeam sec 2S13 (h) design ys£ ^ Wood shear walls shall not be used to resist horizontal forces contributed by •nasonry in buildings over one story in height Sec 251S(b) Gypsum lath and plaster gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction Table 47-1 If cripple wall studs are less than 14 framing shall be solid blocking Sec 2518(g)6 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Sec 25l3(g)6 Show plywood sheathing over exposed eaves or other weather exposed areas is exterioj grade Sec 2S17(g) 3 Show a weep screed, at the foundation plate line on all exterior stud walls to be stuccoed Sec 4706(e) Provide an approved waterproof building paper under wood siding Sec 170 ' Specify an approved flashing for exterior •-^ Show corridor width to be minimum 36 Sec 3304!b) Specify truss layout for 30 x 30 access Ridges hips and valleys shall be at least one size larger than supported rafters Sec 25l8(h) 3 Provide metal straps across ridge beam and rafters MECHANICAL Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches sec 708 709 UMC Note that passageway to he attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Sec 708 UMC Show permanent electrical outlet and lighting ix-ura controlled by a switch for the attic furnace Sec 708 UMC Show details to comply with Section T09 for furnace under the floor Section 708 for attic furnace or Section 710 for roof or outside furnace Vote on plan gas vents and non-combustible oiping passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC Sec 1706 (a IS K EtECTRICAI. (National Electrical Code) All wiring shall comply with the National Electrical Cods Note on the plan the amperage of electrical service If the elect-ical installation 13 more than 200 amperes show oanel location and orovide a single line diagram and load calculations including a Wiring method employed b Sizes of all conductors switches circuit breakers fuses and conduits c Approximate length of service feeders d Provide plot plan showing services all panel locations circuit arrangement and load distribution on panel busses Provide typical panel schedule! s) Dwellings require minimum 100 amp service Show location of all electrical recep-acles Electrical receptacle locations and/or spacing is not adequate in "D ITU lV6< /Li U >olf - All heating ventilating and cooling systems and apoliances shall comply with the Uniform Mechanical Code Show the size location and type of all heating and cooling appliances or systems Show source of combustion air for furnace will comply with Chaper 6 UMC Vfi Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70 F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC Sec 1211 Show minimum 30 deep unobstructed working space in front of furnace per manufac-Note on plans clearances to be turers listing Sec 704 UMC Furnace shall not be installed under any stairway Sec 704 UMC Furnace shall not be installed in any bedroom bathroom closet or in confined space with access only through such room unless specified as direct vent appliance enclosed urnace or electric heating appliance Sec 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructions at job site At least one receptacle shall be installed outdoors in basements and attached garages other than laundry outlets Art 210-2S(b) Show minimum dwelling lighting (NEC Art 210-26(a) and qgl Syi garage _ baths. and .outdoors,, ^NEC Art^~ZTU-3(ar ' ' Note UFER ground to be provided (HEC! Art 250-81 L_ PLUMBING (Uniform Plumbing Cede) All plumbing shall comply with the Unifrom P_lumbing Code Show water heater' location on plans Show method of providing combustion air to fuel burning water heater Sec 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom Sec 1309 Provide adequate barrier to protect water heater from vehicle damage Sec 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec 1007(e) Provide dryer vent to outside UMC Sec 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices Sec 1003 Shower stall shall accomodate a 30 circle and have a minimum floor area of 900 sq in UPC 909(d) X noise X X how .ietai J af duplex -ommon part/Iind oor -siUnq .issumol ies eo icimve i iQund -ran«u»«ion v. ass STtl rating tn all* oc 10 ieciul « and in [apact Cnaulation class iClLl rating on Slour ceiling of 10 U*cinl*s Title IS show now penetration of a«a*«nli** for piping electrical dev\c«s r»c«**«d aatntuos toffies ar heating ventilating ar exnaust duc-s mail Be> tea led lined ar insulated to maintain required sound transmission rating Title 23 Provide insulation in walls and oiling so acniave STC af 50 b«ewe«« garage '"^living «r»a if <jarmg« u*« i* not controlled by resident Title 23 EXERCY COMSERVATIOMi ( rimmmm Read Note at the exterior wall fireplace Fireplace to lav* minimum six square inches of outside air to Save glass or metal door covering the entire opening of the t rebox eo have tight-fitting damper with readily accessible control and should not have a continuous burning pilot New State Mandated Regulation*(Calif Admin Code) became effectiveJune 16 1983 and require that the design satisfy one of the alternativeeneroy packages (see attached package* A B C I 2 3 4 and AB 163) The law also requires that many mandatory conservation items be satisfiedis in Zone "7 Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit CaliforniaEnergy Commission 1111 How* Ave MS-50Sacramento California 9S82S (Tel (916) 920-6216)) California BuildingOfficials also maintain a telephone hotline between 10:00 A M and Noon and 1 00 P M to 4:00 P M at (916) 456-3823 Show on the title sheet of thai plan*the alternative energy package that we* selected ieABCl 2 3 4 or AB 163 to show compliance and provide calculations and other data,^appropriate to that selected package Th«~T«s'pi Note ducts shall comply with Chapter 101976 UMC and shall be tightly sealed with mastic or tape Note at the water heater location water heater to have wrap of R-12 externalinsulation Note where water heater is in unconditionedspace the first five feet of outletf>ipe to have R-3 wrap Noto all circulating hot water pipes in unconditioned spaces shall be insulated Mote that all gas fired heating and cooling appliances showers and faucets shall comply with the Energy Efficiency Standards Show at bath and kitchen that the general lighting shall have an efficiencyof not less than 23 lumen* per watt i e florescent lly Note that heating or cooling system* (except heat pumps) shall have an automaticthermostat with mechanism which can be manually programmed to automatically set back the thermostat set point* forat Ioast two periods within 24 hour* Show the size type and location of the space heating (or cooling) system and provide energy calculations if thai ou put BTU/Hr exceeds 45 000 BTU/Hr output / a statement on the plan title sheet The design submitted substantially conforms to the Energy Regulation*for Residential Building* Show the R value for the walla andceiling and related area* Note that the insulation used shall comply with California Quality Standard* Note the insulation installer shall post a signed certificate in a conspiciou*place in the building stating the insulation complies with Title 24 Chapter 2-S3 and Title 20 Chapter 2 Subchapter4 Article 3 Note doors and windows including skylight* between conditioned and non-conditioned space shall be fully weatherstripped Note on the framing plan that weather-stripping caulking or sealants must be used to limit filtration in the building envelope at the following location*i Exterior joints around window* and doorframes between wall sole plates and floor*and u>.twwen exterior wan panel*penetrations in walls ceilings and floors for plumbing electricity and gas linos openings in attic floors:and Jit other openings in the building envelope Note chat doors and windows to be certified and labeled as complying with the Energy Regulations Note fans exhausting air to have back draft dampers ^ ^ 1 for rial and water heater are'oh State approned list Outdoor pools rfitn fo««il fuai Heaters require pool eowr* a* w«ll a* other energy saving device* suea a* CIM clocks etc -20-1406 MISC2UANE003 now a, minimum 2 air soace and flashing between plantar and building wallsSec 2517(8) Specify material to be used under the shower t-la Sec 1707(a) Specify lath and plaster to comply with Chapter 47 UBC Two 3/4 copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord 1 Provide sleeves ( oof ]ac"es) in roof for two utjra 3/4 copper pipes to convenient location of uture solar panels (C*ty Ord ) •tote iat solar wa'ar oiping is to oe insulated in areas t at are toe Seated or -ooled 'City Ord ) Q Building plans are substantially correctand complete By:. Date:/ " C Building plans would be substantially correct and complete is minor corrections are made at counter Byi Date ics>ct•^**~^«i uilding plan* require major corrections and'complete plan recheck by plan check engineer la required 8y: ~~*~ s i / Date i j>c^ / / o [*sz> ^* I' you have any question* regarding this plan check please call \J/rn we would also be pleased to meet with you at no charge if additional assistance is needed Date Prepared byt VALUATION AND PLAN CHECK FEE n Bldg Dept Q Esgil PLAN CHECK NO BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY V -S PHONE NO TYPE OF CONSTRUCTION DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION BUILDING AREA ION 993 Air Conditioning Commercial 2 so Residential 2 40 Res or Comm Fire Sprinklers 1 50 Total Value •- / Fee Adjusted To Reflect D Energy Regulations (FeKx/^ D Q Handicapped RegulaLions^T^e x 1 065) Building Permit Fee $ ^JjgTT^^ \? 1 1)1$ / Plan Check Fee $/ 7 / COMMENTS. 8/4/82 D Assistant City Manager 436-5596 DEVELOPMENTAL « JA 1200 ELM AVENUE SERVICES mJ&^m CARLSBAD CALIFORNIA 92008 Citp of Cartebab Date July 31, 1984 To Harold Shivers PC# 84-46 Dated February 1, 1984 1050 Chinquapin, #11 Carlsbad, CA 92008 Subject Plan Check Expiration Dear Sir Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above The provisions of Section 304 (c) of the Uniform Building Code state Sec 304 (c) Expiration of Plan Check Applications for which no permit is issued within 180 days following the date of application shall expire by lim- itation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee For your convenience, please check the appropriate box below indicating your inten- tions and return this letter to the address above _ Project abandoned I will pick up plans in 10 days _ Signature _ Date _ Project abandoned, plans may be destroyed __ Signature C^^OAAAJ^ \ V <V£ 4* Date~"~ "" - Maximum 180-day time extension requested for the following reason ,ju feJ) q/Vl <^3ftA*j<Jol, Signature fWfl>UA±^ \ \<\^^ Date If you have any questions, please contact the Carlsbad Building Department at 438-5525 Very tculy yours, iftuTDrenyak^ X Building Official PLAN CHECK NUMBER ftw.ADDRESS PLANNING TYPE OF STRUCTURE ZONE SCHOOL FEES SAN DIEGUITO ty CARLSBAD / COVERAGE: BUILUlNti HEIGHT FENCES/WALLS ENCINITAS SAN MARCOS TWO CAR GARAGE REQUIRED SETBACKS FRONT SIDE REAR COMMENTS<co 1/1 oQ o: REDEVELOPMENT APPROVAL REQUIRED or cr ["Ias LJ LANDSCAPE PLAN COMMENTS \ ENVIRONMENTAL REQUIRED ADDITIONAL COMMENTS OK TO ISSUE DAT!-OK TO FINAL DATE ***** 1r*x* -v.*f-*-H**********V ******************************************************xw ENGINEERING L.bAL DESCRIPTION VFRIFIED'_jQj^__ A P N CHECKED?0/C PARK IN LIEU IMPROVEMENTS * ENGINEERING INSPECiflQN'REQUIRED PUBLIC ','ORKS INSPECTOR FINU OK IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC ) ff^-^6, A£ -S C ESGIL CORPORATION 932O CHESAPEAKE DR SUITE 122 SAN DIEGO CA 92123 (619) 56O-1468 '/JJ-***-' *- wcT Bo r ( a ^Jy^ M * " cyw ow _l \ [ r 1 1 1 s l\ / 1 / 1 / • / • ' / rHI / L\*\\A^— -••c |i i! 1 * 1 1 1 i | 1 - > > •-» 1 • 1 ;iii (iJx.i'-O- -p; 1 .I-. ,.^ I ^ V-Edge Nailing V Steel Strap I Simpson ST- ffl^i- EA/Post / over ply* sheathing ^ ^ X 4"Posta - Full bearing for HDR 2X4- Studs 9 16" O.C. (6) i" X 10" AB'S per panel ^ — (£?) Simpson PA28 on 4 X 4- Post I \3jgy CODES DIVISION San Diego Office North County Office 5201 Ruffin Road Suite B3 334 Via Vera CruzSan Diego CA 92123 San Marcos CA 92069 5655920 741-4236 MINIMUM CONSTRUCTION SPECIFICATIONS (Ref UBC 1979 Ed tion) ~nese are minimum specifications established by the Uniform Building Code and shall not supersede anv more --stnctive spec 'ications shown on the approved plans A Foundation and Underfloor Concrete for"ootings shall have a minimum compressive strength of 2000 psi at .8 days and shall be composed of 1 part cement j parts sand 4 parts of 1 maximum sire rock and not more than I/ gallons of water per sack of cement hood and Earth Separation Foundations supporting wood shall extend at least 6 above the adiacent finish g-ade (.Sec -)907(a)) Provide 18 clearance under wood joists and 12 clearance under wood girders (Sec 'Sl'fc)! j Concrete Slabs Slabs on grade shall be at least j-1/2 thick (Sec 2623) 4 Treated hood All foundation plates or sills and sleepers on a concrete slab which is in direct contact with earth ana sills which rest on concrete or masonry foundations and \ ood joists closer than 18 or wood girders or supports closer than 12 to the ground shall be pressure treated wood or foundation grade redwood 5 Anchor Bolts and Footing Sills All footing sills shall have full bearing on the footing wall or slab and shall be bolted to the foundation with 1/2 x 10 bolts embedded at least 7 into the concrete or reinforced masonrx or Is into unreinforced grouted masonry Bolts shall be spaced not to exceed 6 on center with bolts not over 12 from cut end of sills (Sec 2907(e)) 6 Underfloor Vents Underloor areas shall be ventilated by openings in foundation walls Wall openings shal1 nave a net area of not less than 1-1/2 sq ft for each 25 linear feet of exterior wall Open.n»s shall be arranged to provide cross ventilation and shall be covered with corrosion-resistant wire mesh of not less than 1/4 nor more than 1/2 in any dimension (Sec 2517(c)) 7 Underfloor Access Underfloor areas shall be provided with a crawl hole not less than 18 x 24 (Sec .Sl"'( )j | B Kood Framing1 1LumberAl1 joists rafters beams and posts 2 to 4 -hick shall be No Grade Douglas Fir Larch or better Al posts and beams 5 and thicker shall be No 1 Grade Douglas Fir Larch or better (See items Bl- for lunbe- I grading requirements for studs) 2 Hall Bracing Evert exterior wood stud wall and main cross partition shal' be braced at each end and at least everv 25 feet of length with 1x4 diagonal let in braces or equivalent (Sec 2518(g))i j Cross Bridging Floor joists and rafters more than 12 in depth and spanning more than S feet shall be supported late-allv bv bridging at intervals not exceeding 6 feet (Sec 2S06(g)) 4 Pro\ ide blocking at »nds and at supports of floor joists and tor rafters at exterior w.l s a Proxide blocking a ends and supports of ratter more than 8 in depth o Provide solid block ng at ridge line and at exterior wall on trussed roofs I I Ooub'e Joists Floor joists shall be doubled under bearing partitions running naral e M the loists !Sec 3lSid1(i5 Rarter Purlin braces o be not less than 45 to the horizontal (Sec >>518(h)'1 9 Pa-ter Ties "af er ics shall be spaced not more than •» feet on center where rafters and ceilinc jois s are i not parallel I 10 Provide 1/2 minimjc clearance between top plate of interior partitions and oo'tom cnord of -usses ji Pro\ide double too plate w^th aininua 48 ap splice (Sec 2518(j)) ' Nail ne will oe i- tonsl.anct with Table -5-P I ~ir- blocking ha] ce orovided for ualls over 10 0 in height (Sec ""Sl'ff) a'so or ror oital «) af s 10 "> I o c a,id ror comcalea draft opening ' ^ studs In one or two-sto'-t building* stuos for exte-io- walls anc interior bearing walls shall oe no- less han x •• a 16 o c studs for nterior nonbearing uartitions mav be x j at 16 " c stjds . - thic* and I \ iae and not -we han S feet long hall be stud grade Douglas "*• Urch or better v»hei supporting net -wre ran ' one *ioor and a -oot I II I ML 1 ..0 s~ UC~ N sPCCiriCATIOVS (continued) Is Xn \ ~ „ L-»rt-ticate ot Conromance ror glued laminated wood members hall be given to tne 3uil_ or prior to erection L Ge-erai. Lit° J jpecitxcations 1o~ J.T lix loitar to oe used for construction of nasonrv walls foundation *all -etaining vail co^is or 1 part portland cement J I/' Darts sand and 1/4 to I/"1 part i/drated Ime or lime put v tor-ar! "u." ith plastic cement shall be 1 oart plastic cement to 3 parts sand | G-out Mix The mix for the grout shall be 1 part portland cement ' j parts sand 1/10 part hydrated line o" .me outty and 2 parts gravel Orout shall attain a minimum compresoive strength of '000 psi at -S j Masonry The -nasonry units shall complv with ASTM Spec C90 70 Grade V tor hollow unit concrete blocks 4 Rcniorcng Steel The reinforcing steel used in construction of reinforced masonry or concr-te s—uct_-es sha'i be detomea and comply with ASTM Spec Aol5-74a Grade 40 3 at-uctural Steel Steel used as structural shapes such as wide flange sections channels plates ang'es snali coooly wi h ASTM Spec A 36 Pipe columns shall comply with ASTM ioec \ sj D tooting and Veatherprooflng 1 tooa aiding All wood siding shall be placed over an approved weatherproof ing barrier (Sec 170"1/ ' Flashing Around Openings Every opening in any exterior wall shall be flashed with sheet metal or ater proor building paper (Sec 1707(b)) j Root Co/ering Wood shingle split shake and asphalt shingle roof., shall not be ins-ailed on a -oor naving a _,itch ot less than 4 inches to 12 inches Tile roofs shall not be installed on a root having a oitcn or l»ss than j inches to 12 inches Mineral surfaced built up roofing hall not be ins-ailed on a -oof laving a "itch ot more than 3 inches to 12 inches (Table 32 B) (Note Sec-ion ot03Tg) allows reduced -oor slopes under special application requirements ) 4 teen sc-eed \ weep screed shall be provided at or below the foundation platcline for all exterior s^ud val s rinished on the exterior with stucco The screed shall be placed a minimum of 4 inches above grace foec 4706(ej) c oeneral 1 At .c Access Attic areas shall be accessible by an opening not less than 22 x 30 With a furnacs in the attic the opening shall not be less than 30' x 30" (Sec 3205(a)) 2 Shower Enclosures Shower walls must be finished to a height of 70 inches above the drain inlet wi-h a smooth hard nonabsorbent surface (Sec 1711(d)) Glazing used in walls doors and panels of shower and bathtub enclosures shall be fully tempered laminated safety glass or approved plas-ic (Sec '711(f)l c-rxG Meter Enclosure Contact San Diego Gas S Electric Conpany Customer Extension Planning Decartaent for m-ter location All wirin; must conroly with the National Electrical Code 4 Fir--wanins, Systems Every dwelling unit and every guest room in a hotel or lodging house used or sleeong purposes shall be provided with smoke detectors conforming to U B C Standard No 43 6 In -duelling Jjuts detectors shall be irounted on the ceiling or wall at a point cer--allv located in e ~~ corridor or area giving access to rooms used for sleeping purposes In an etf riencv cuelling unit iot«l sl-eoxng -oon and in hotel suites the detector shall be centrally located on the Ceiling of the main room or notel looping room Where sleeping rooms are on an upper level the detector shall be placed at -he c»nt»r ot the ceiling directly above the -stairway Ml detectors shall be located in accordance rfitn acproved manufacturer s instructions When actuated the detecto- shall provide an alai-n in the- duelling un t or guest -oom (Sec 1.10(a)) o Exi Facilities E/ery sleening room below the fourth story shall have at leaj>t one operable window or »x~»rior door approved for emergency ey ess or -»scae The units shall be operable from the inside o pro/ide a tull clear openng without he use or separate tools All egress or rescue windows from 3 eepin» rooms shall have a minimum net cftar opening of a 7 square feet The auiumum net clear operunj -igit Dimension shall be "M inches The minimum net clear opening width dimension shall be '0 incn-s >ne*-e windows are provided as a means or egress or rescue thev hail have a r4nibhed sill heigh- not lorevan -J-t i-nes above the floor <) G -ss and Gla ing Glass and glazng shall satisf) the provisions ot Chapter S4 Federal snecitica-ions iai taice prec°d»nce See your glazing cont-ac or VOTtCr e e iu.n nun cecirications become part ot the appro/ed plan rfhen ncluiied <ith he approval of the '•onst-t-c-.on 'ars Con — J>- ion shall coirply to he»e specit. cations or ary more restrictive specifications shown on the ancroved Si J ,»0 o ^/3o°cFo2T — > > > co co O m> Z r £ 1- m m 33 O 33 O m > > 0 0 3O O O G> O -n •" ,- _171 5» "" m m co co c-1 ™ CO O H O O <~i£>o ni c 0 o i i ,^a^s a ??«??.-O \ CO I o. J o " 3 8 £ > ?v3 1 § - w ejo2 > O 3J :j~"^ m w T) w a?• m -^ r US 3 S^r z z ^-i >i — i r~ 33mom <m «• u (TO"V i y=f y> y> «» *ft „ tZ~ m /^/\ mm w p ^Em 2 Cm Q^:e rn 3J 13 >ODo ;sc > i bem d 33 ^ O 0 3J3 O CO O Z — W-< m m m m33 m s- ._. _ ^25' — i m m S; 2 ° T5riPs sg i °£1 g u ^ 3 ^ Cio XXs >a >3 -r t*» t*« ^ £ £to to ^00 2 $ i^ Pi ^2*3 ^ i? &Q ^ * ^o SS 3^ 0oh*tL l~uol«ud*^JL >'•S»<v **^/^kQi & < H to 2 2 v,w 5 3 2 8 5 J p!b ^Carlsbad Unified School District 8O1 Pine Avenue Carlsbad California 92OO8 729 9291 Excellence In Education BOARD OF TRUSTEES J EDWARD SWITZER JR President JULIANNE L NYGAARD Vice President JAMES McCORMlCK Clerk JOE ANGEL Member JOHN J MAMAUX Member DISTRICT ADMINISTRATION PHILIP CRICNON Ed D District Superintendent JAMES M STARK Business Services SUSAN HARUMI BENTLEY Instructional Services DAVID WM BATES SR Employee Relations RICHARD A SHALER Information Systems KC DUNLAP Facilities/Services September 28, 1984 Mr Clarence Schlehuber, Chairperson, and Members of the Planning Commission City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 Attn Mr Martin Orenyak, Building and Planning Director Reference H N Shivers Gentlemen Our District has reviewed the proposed development of one garage apartment located at 1065 Chinquapin and has evaluated the impact of that project on the facilities of this District The Governing Board wishes to advise the city officials and residents of Carlsbad that, as residential units are added to the community, it is likely that many classes in the District will become crowded, resulting in possible impairment to the educational and transportational services offered to the students It is also likely that school schedules may have to be changed, resulting in an increase in the year-round program, or double-sessions, or both However, the District is able to assure you that school physical facilities will be available concurrent with need for this development as it is presently proposed Sincerely, James Stark Assistant Superintendent Business Services njg