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Home My WebLink About2904 Levante St; ; 80-674; Permit-,.... LICENSED CONTRACTOR'S DECLARATION I hereby affirm that 1 am licensed under provi• sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions C and my license is in full force and ef- fect 1_ ~-,;;_ OWNER-BUI DEA OECLARATIO~ er = I hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5 Business and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex• empt therefrom and the basis for the alleged ex· emption. Any violation of Section 7031.5 by an ap· plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). CI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of• fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees. provided that such improvements are not intended or of• fered for sale. !f, however, the building or improve· ment is sold within one year of completion. the owner•builder will have the burden of proving that he did not build or improve for the purpose of sale). : I, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business end Professions Code: The Contractor's License Law does not ap- ply to an owner of property ••ho builds or im· proves thereon, and who contracts for such pro• jects with a contractor(s) license pursuant to the contractor's License Law) I am exempt under Sec. B. & P.C. for this reason ____ , ________ _ Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con• sent to self-insure. or a certificate of Worlmrs' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO. ____ _ COMPANY __________ _ t:Copy is filed with the city :' Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per· mil is for one hundred dollars ($100) or less) f certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: ti, after making this Ger· titivate of Exemption, you should become subject to 1t1e Workers' Compensation provisions of the Labor~ode, you must forthwith comply with such provisions or this permit shall be deemed revoked. IJONSTAUCTION LENDING AGENCY I h~rJ.1y affirm that there is a construction len· ding agency for the performance of the work for which this permit is issued (Sec. 3097, Civil Code) CITY OF CARLSBAD-BUILDlf, DEPARTMENT USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. ·~,? ~ J..ev ,4,(//e JOB AOORESS t•r-l'A~~~'ff a:J>62 PERMIT NUMBER I I f., I I I I I I I i5T, I I I I I I I I I I I I 1~1,1¥ OWNER OWNER'S PHONE PRIME CONTRACTOR . STATE LICENSE f1.-.,. #t-.$ ..fl /./.$TV ~~I t.,..t./Jl<T cs ~tlJ>Yt:1PN ac~pe,,,e. n:;e ~'f.lf'JS" OWNER'S MAILING AOORES.!J CONTRAtTOR'S ADDRESS ~~ CONTRA I I 'I P7 :R dtJv -Re/. J,--4vr -✓ -..1''7-9J?&J ~ ~;;,I BLOCK I SU8D1VJSION ~SSE ., :l1l-'~·.2 3 .... , b .s-dt)IGNER ' STATE LI /..II G~'f,f :i o,·.,.,--~ , , ::tH<frr DESCRIPTION 0~-4 //) , DESIGNER'S ADDRESS DESIGNER'S PHONE -6', ✓ • r l • .J "r }1 e° ,If{' lf!J t, v /.? CENSUS TRACT GP LAND USE ZONING sf I RES. UNITS I :ARKING SPACE l~Msr;~;;s Not Valid Unless Machine t:Mtified BLOG SQ. FT. BLDG USE occ. GP l STANDARD PLAN -11 rn~i,.,74-I TYPE CONST I occ. LOAD I I (!TY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT AMT. /..., EACH FIXTURE TRAP -;;/ 71. Qt. I INSTALL FURN. DUCTS UP TO 100,000 BTU ,,,a...~ / EACH BUILDING SEWER Z:: ·.d~ I -VER 100,000 BTU .,., ., . '/ EACH WATER HEATER AND/OR VENT .., "'.I<'.. ' BOILER/COMPRESSOR UP TO 3 HP , , EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP / EACH GAS SYSTEM 5 OR MORE :,)_. ;a! BOILER/COMPRESSOR 16-30 HP .., EACH INSTAL., ALTER, REPAIR WATER PIPE A .V..I'-r-VENT FAN s1,)GLE DUCT $/S?J, EACH LAWN SPRINKLER SYSTEM ' I MECH EXHAUST -HOOD/DUCTS "'). ~v VALUATION: ~~o.a ·-WATER SOFTNER RELOCATl□N OF EA FURNACE/HEATER BUILDING PERMIT I ,r~,£.., -<. -I fCCTJR 3 .00 ISSUE 3.00 SIGN PERMIT ~ I I I I TOTAL PLUMBING ,/6~ TOTAL MECHANICAL /3·~ PLAN CHECK/J/7?" /t/>, ti;'"(; I M---:1 CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT I I TOTAL PLUMBING ,,,., ·/.:. = QTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AMT. ELECTRICAL 7".S Io , .. NEW CONST EA AMP/SWT/BKR AWNING MECHANICAL I "". AIA (1 PH .15 J> /,0, ~ -3 PH /':)7 . .:.v PORCH MOBILE HOME I I . I txlSI OLOG EA AMP/SWT/1i<R SET-UP SOLAR I I I . I 1 PH .15 3 PH RAMADA, CABANA I I I . I REMODEL/ALTER PER CIRCUIT FENCE OVER 6' I I I . I TEMP POLE 200 AMPS TOTAL MOBILE HOME MICO-FILM I I I . I □VER 200 AMPS I I I . I TEMP OCCUPANCY {30 DAYS} I I I . ' 2,00 STIDNG !',DI'ION: I ✓ fl . .!2e.. TOTAL ELECTRl CAL 31:,"7 TOTAL FEES PAYABLE I ~½?~.~ CONTRACTOR A-/,I_,,: ,: -' ,, ,,, , ·-;;:.-· I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO "AN OSHA eERM,T ,S ReQU,RED cOR EXCAVAT,ONS OVER u - HERESY CERTIFY THAT ALL INFORMATION HEREON IS TRUE ANO CORRECT AND I 5'·0" DEEP AND DEMOLITION OR CONSTAUCTION OF SCHOOL FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUEO;TO COMPLY WITH ALL CITY, STRUCTURES OVER 3STORIES IN HEIGHT J.' • COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER g;-, ,,-:Zoo if SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM· ~~~ -LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. ~ANT'S SIGNATURE" ~ OWNER□ CONTRACTOR□ ~ROVED BP. (IL, DATE -. 7~. · • ,,, a.A~ AGENT flG SYPHONED '_/;1(/ ' . . I , • w .... < C ~ > :z 0 ;::: u u., a. V, ?; J- "I;) 7;.,f , ,. , :-i.-,ft, , ~ ,, \ x- - SITE . 'f" 1io-,A74 ADDRESS: . OWNER: PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR ~ FOUNDATION• FORMS• SET BACK • TOILET ... UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR . SLAB FLOOP UNDER SLAB PLUMBING FOOT] NG • FORMS• SETBACK • TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK• PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK• PLACE TAPE EXTERIOR LATH OK• PLACE STUCCO . FIREPLACE DAMPER & STEEL PLATE Tl Es/HEIGHT OF CHIMNEY OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING • PRE DECK • FENCE PREPLASTER SHOWN • FRAME . I " • PAN 1 .... } FJNAL INSP BY BLDG DEPT I • '" _,. .OTHER DEPT'S REQ COMPLETED I I ELEC METER-PERM-TEMP : GAS METER-PERM-TEMP I . ; . ,, I t CERT OF OCCUPANCY tSSUED ' REQUEST FOR INSPECTION TIME·'-------- INSPECTOR __ .=e!):.._::: ______ PERMIT NO _______ DATE: ('1,-~'#-J'o OWNER _______________________________ _ ADDRESS _ ___,e21/c.c;o+c=i._ _ _e:l,:....:~=c.._:_,e,,:::._,_,=----------------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT-GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL ~ FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 7'-FINAL 0 (9,t,.. . I· ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR rf. FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING "fJ FINAL READY FOR INSPECTION: .,c.MONDAY D TUESDAY D WEDNESDAY o THURSDAY D FRIDAY DA.M. r-M. SPECIAL INSTRUCTIONS, _________________________ _ REQUESTED BY _________________ PHONE NO._---'ic.::>+---- PERSON TAKING REPORT_-'-£::.'"-------- REQUEST FOR INSPECTION TIME-· _____ _ . . INSPECTOR __ @=·_. _______ PERMIT NO _______ 0ATE: _ _,,g:.'--.-'-/'--/_-,.,_p__c.._ __ OWNER 8,L!OY (:::;,@/vi l)Ec. ADDREs::: 21oi LffWMJrte C CaeNp¥.. CA.<--U= BUILDING REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME 0 EXTERIOR LATH 0 INSULATION ~ 0 INTERIOR LATH OR DRYWALL ~--□ __ F_IN_A_L ________ -1, I ' ~ ~--~;.\~ PLUMBING ~\ 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION:~ DA. DP.M. □TUESDAY ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL " ~ ) "'' V MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO □ SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL □WEDNESDAY □THURSDAY □FRIDAY SPECIAL INSTRUCTIONS ____ -=$=· _..i:__••-=.fM.=-'"'C/S""":S"----',l'--_,./3""-"LP'-"(.,"----------- LJiC/-our- REQUESTED BY _________________ ,PHONE NO. _______ _ PERSON TAKING REPORT __ h,eu______,c...c....=--- ···-·--~-·------------------flEOUEST FOR INSPECTION TIMEc_· ______ _ INSPECTOR @ PERMIT NO _______ DATE:...1~L-1---"~CJ,IL-r,t)--'=------ OWNER ___ ~~=-=.:...::....,f~~"----=c....=~:.._ ______________________ _ ADDRESS--~,:1!::::.f/!C:i::..._ _ _,{&7""-"cl..~tLJ!.~:.=:...._ ________________ _ BUILDING 0 FOUNDATION L=1 REINFORCING STEEL D MASONRY C GROUT -GUNITE 0 FLOOR AND CEILING FRAME [:J SHEATHING Cl FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: □MONDAY DA.M. DP.M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS ' ~ ~ D PLENUM AND DUCTS 0 •~~ i,,.,_"1-.1.....-t□:.J COMBUSTION AIR 0 P TIO SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL □TUESDAY □WEDNESDAY D THURSDAY~ FRIDAY c,.. Iv -ri· ,.., SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY __________________ PHONE NO. __ ~~-----'---- PERSON TAKING REPORT _ _.&_7=-""----------------------·-------· --··-· ------· --------=-- • REQUEST BUILDING 0 FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR D FINAL PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: □MONDAY DA.M. DP.M. TIME-·------- _____ DATE:-'~>.q...-M-+-ff}'---- ~UESDAY ELECTRICAL -,-~ -/!}_ TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO 0 SIGN D GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL □WEDNESDAY □THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY __________________ PHONE NO.~ PERSON TAKING REPORT~ ~,t: l\/~ .. A/~J~:_ :\.i:\,:\l{\,,,;\1,~~~.,~...P.,.AAv~\15..\,(,.\,;,....A..tM\l».£...\1)~,3-,,~,l~\l:,;~..._l~,.l~~~\J~~-lw~~~- "_-.' : l. i' ,, y ; ·t~ t. r ~ t ,.. 1'.~ f If\,. 1· .i •• j'. ·, 'it ,.. '1 r ...,--,,-. E "; t,~ , t J. ~ {\ 4 1 \!:J-" ~-, { f' '\ -H 4 :!J ;il> 3 CITY OF CARLSl3/\0 Vl'i'h'l I ~ This Certificate issued pursuant to tire requirements of Section 306 t 1 of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City t 3 regulating building construction use. t ~ ;a: u Cl ·f· ,· Single Family Dwelling Bid P . N 80·674 (7 se OSSl ICC ·°"-----------'-----=--9· erm1t 0-----'---'---- Group _____ Type Construction VN Fire Zone 3 Use Zone _____ _ ""' ~ Occupant Load __ -::------~~----------------------~ OwnerofBvHdin~ ... Rusty Brillantes 'Mdress 2904 Levant¢ ► ~ ·id· k ,: 2904-Lev-ante , · Ca-rlsbad CA 92008 ► ~ Bui tng Address ,_ ·, ·· ; ~ , •,,. ) F' :'i Locolitv %7 , . • ~ • j · P, ___ ... , ,,.-t-·1' •. , -r•·• <,; ~ ~ _________________ _JBy l CA./).// ~ //'/ll,,E,<I, ---r , ~ ~ ~ )(V~VV~i'tf'fW''t/V''v~"iWWW''fW',f'~/¢'~1'1'Yt/1"'v"tlW~'WWWV/~ff'!I._ ''> .., 1 1 :;;:::::-;,::: .. • ........ ----~-.--~ .... r' .:,,~~~; ;,_ ~ ... •--ao-~;&,. . · ' ti . ~:~.,J!:• II, .·~;::1':"':."',,. ,-' • > •• ' I '!'' f ' /'; ./ ( ,, \i ✓ ,~/ /-..-· / r ! . //1 . ' ' ,. ESGIL CORPORATION 9320 CHE!-4APEAKE DR., SVITE 122 !,;AN DIEGO, CA 92123 ~ ba_c., le o P. ~e.A-h Y-ls (T14) 560·146!iil OJUL- A S ·v-n «Q..Q. ' ' G s G-1 '--G rZ-(f o ; -i 1'1--n uY) + o ' & '«"Lj I hi t (VL f I (.l_,1A -~ +t; ccf- '' ·'h) -~0-~ (ro s"1e,ds ffv<; +t;Q 'STY'rl \~'-<->v-tt..t -<;,; l, e<2. f J .. "· f ESGIL CORPORATION 9320 CHESAPEAKE DRIVE, SUITE 122 SAN DIEGO, CALIFORNIA 92123 IEC207! RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO. 8 lJ-677' Effective July 1, 1978 every proposed residential building must be designed to comply with the State Residential Energy Conservation Law before a building permit can be issued. Section A or B of this form m1,1st be completed for each residential building permit applied for. A. STANDARD DESIGN STATEMENT I have· reviewed the plans being submitted for e proposed residential building at ;;/~Jt.. r c,,.J.R,.. ">nd..,9.:!1-9 (site) for · ,-.r/L{,... ri...l(,__ (owner) and the design submitted substantially conforms to the allowing State Energy Conservation Standards mandated in CAC Title 24, Sections T20-1401 through T20-1414. 1. 2. 3. 4. 5. Total window and skylight glazing does not exceed 20% of the gross floor area. Ceilings, walls, and floors comply with the prescribed amounts of insulation. (Refer to form DPL #408) Electric resistance space heating does not exceed 10% of the annual heat load. No electric service water heating proposed. No fossile fueled swimming pool heaters. (Effective July 3, 1979) ;ft13e {) g~, '7 Licensed as State of CA License No. B. ALTERNATIVE DESIGN STATEMENT Date I have reviewed the plans and the required supporting calculations and data being submitted for the proposed residential building at -,---,--,----,----,Csite) for (owner), and the design submitted substantially conforms ~b-y_,.,th_e_a~l~t_e_r_n-at~1~·v-e--,d~e-s~i-gn_m_e~t~h-od' to the State Energy Conservation Standards mandated in CAC Title 24, Sections TZ0-1401 through T20-1414. Check all items submitted to document compliance by the alternative design method. Items I through 4 are required for alternative designs affecting the building envelope. r,::--------7 10 Form 1 -r Project Date Summary I I :j ! Form 2 -l Hourly and Annual Building Heat Loss Rate I I 10 Form 3 -I Heat Transfer Coefficient, Proposed Construction Assembly I I Ll~~~_'.l _ _-j Alternative Design Summary O Form 5 -Life Cycle Cost AnaJysis for HVAC Systems (Electric Resistance Heating) O Form 6 -D -Statement for Swinming Pool Water Heating Life Cycle Cost Analysis for Service Water Heating System O Specify Additional Supporting Data Submitted ________________ _ Signature Licensed as State of CA License No. C. GENERAL MATERIAL SPECIFICATIONS 1. Mortar Mix. Mortar to be used for construction of masonry walls, foundation walls, retaining walls shall consist of 1 part portland cement, 3½ parts sand and¼ to½ part hydrated lime or lime putty. Mortar mix with plastic cement shall be 1 part plastic cement to 3 parts sand. 2. Grout Mix. The mix for the grout shall be 1 part portland cement, 2·3 parts sand, 1/10 part hy• dra!ed lime of lime Putty, and 2 parts gravel. Grout shall attain a minimum compressive strength of 2000 psi at 28 days. 3. Masonry. The masonry units shall comply with ASTM Spec. C90•70, Grade N, for hollow unit concrete blocks. 4. Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete structures shall be deformed and comply with ASTM Spec. A615·68, Grade 40. 5. Structural Steel. Steel used as structural shapes such as wide flange sections, channels, plates, angles shall comply with ASTM Spec. A·36. Pipe columns shall comply with ASTM Spec. A•53. D. ROOFING AND WEATHERPROOFING 1. Wood Siding. All wood siding shall be placed over an approved, weatherproofing barrier. (Sec. 1707Ia).) 2. Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet metal or waterproof building paper. (Sec. 1707(b).) 3. Roof Covering. Wood shingle, split shake and composition shingle roofs shall not be installed on a roof having a pitch of less than 4 inches to 12 inches. Tile roofs shall not be installed on a roof having a pitch of less than 3 inches to 12 inches. Mineral surfaced, built·UP roofing shall not be installed on a roof having a pitch of more !han 3 inches to 12 inches. (Sec. 3203Id) and Table 32·8 .I 4. Weep Screed. A weep screed shall be provided for all exterior stud walls finished on the exterior with stucco at the foundation plate line. (Sec. 4706(e) .) E. GENERAL 1. Attic Access. Attic areas shall be accessible by an opening not less than 22" x 30". With a furnace in the attic, the opening shall not be less than 30" x 30". jSec. 3205(a).) 2. Shower Enclosures. Shower walls must be finished to a height of 6 feet with a smooth, hard, non• absorbent surface. (Sec. 1711 Id).) 3. Electric Meter Enclosure. c;ontact San Diego Gas & Electric Company, Customer Extension Plan• ning Department, for meter location. All wiring must comply with the National Electrical Code I 1975 Edition). ········•·••·······································································--------------------------------------- 1 acknowledge by my signature below that these minimum construction specifications are part of the ap- proved plans and that the constr~ct' will comply with these spec1ficat1ons or any more restrictive spec1fi- catiY' shown on the app_foved pl . , £' ~~/4 .-• .,, c ,, ~,-~ 7 / o2, .c,L /;:o SIGNATURE OP' AirLICANT 011 Dl!SIGNl!l't ~ DATE ESGIL CORPORATION MINIMUM CONSTRUCTION SPECIFICATIONS These are minimum specifications established by the Uniform Building Code and shall not supersede any more restrictive specifications sh~wn on the approved plans. A. FOUNDATION AND UNDERFLOOR 1. Concrete for footings shall have a minimum compressive strength of 2000 psi at 28 days and shall be composed of 1 part cement, 3 parts· sand, 4 parts, of 1" maximum size rock, and not more than 7½ gallons of water per sack of cement. (Table No. 26-A.) 2. Wood and Earth Separation. Foundations supporting wood shall extend at least 6" above the ad- jacent finish grade. (Sec. 2907(a).) Provide 18" clearance under wood joists and 12" clearance under wood girders. (Sec. 2517(c)2.) 3. Concrete Slabs. Slabs on grade shall be at least 3½" thick. (Sec. 2623.) 4. Treated Wood. All foundation plates or sills and sleepers on a concrete slab, which is in direct contact with earth, and sills which rest on concrete or masonry foundations, and wood 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 with½" x 10" bolts embedded at least 7" into the concrete or reinforced masonry or 15" into unreinforced grouted masonry. Bolts shall be spaced not t0 exceed 6' on center with bolts not over 12" from cut end of sills. (Sec. 2907(e) .) 6. Underfloor. Vents. Underfloor areas shall be ventilated by openings in foundation walls. Wall openings shall have a net area of not less tl1an 1% sq. ft. for each 25 linear feet of exterior wall. Openings shall be arranged to provide cross ventilation and shall be covered with corrosion-resistant wire mesh of not less than¼" nor more than½" in any dimension. (Sec. 2517(c)6.) 7. Underfloor Access. Underfloor areas shall be provided with a crawl hole not less than 18" x 24". (Sec. 2517(c)2.) B. WOOD FRAMING 1. Lumber. All joists, rafters, beams, and posts 2" to 4" thick shall be No. 2 Grade Douglas Fir- Larch or better. All posts and beams 5" and thicker shall be No. 1 Graue Douglas Fir-Larch or better. (See item B 14 for lumber grading requirements for studs.) 2. Wall Bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. (Sec. 2518(g)5.) 3. Cross Bridging. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supoorted laterally by bridging at intervals not exceeding 8 feet. (Sec. 2506(9).) 4. Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls. 5. Provide blocking at ends and supports of rafters more than 8" in depth. 6. Provide solid blocking at ridge line and at exterior walls on trussed roofs. 7. Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. (Sec. 2518(d)5.) 8. Rafter Purl in braces to be not less than 45° to the horizontal. (Sec. 251 S(h) 5.) 9. Rafter Ties. Raf~er ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel (Sec. 2518(h)4.) 10. Provide ½" minimum clearance between top plate of interior partitions and bottom chord of trusses. 11. Provide double top plate with minimum 48" lap splice. (Sec. 2518(g)4.) 12. Nailing will be in compliance with Table 25-P. 13. Fire blocking shall be provided for walls over 10'-0" in height. (Sec. 2517(1)1, also for horizontal shafts 10'-0" o.c, and for any concealed draft opening. 14. Studs. In one-or two-story buildings, studs for exterior walls and interior bearing walls shall be not less than 2 x 4 at 16" o.c. Studs for interior nonbearing partitions may be 2 x 3 at 16 o.c. Studs 2" -4" thick and 2" · 4" wide and not more than 8 feet long shall be "stud grade" Douglas Fir-Larch or better when supporting not more than one floor and a roof. (Sec. 2518(9).) 15. An A.1.T.C. Certificate of Conformance for glued laminated wood members shall be given to the Building Inspector prior to erection. iEC206i TABLE NO. 25-P -NAILING SCHEDULE TABLE NO. 25• P-NAILING SCHEDULE CONNECTION NAILING1 Joist to sill or girder, toe nail 3-Sd Bridging to joist, toe nail each end 2-Bd 1" x 6" subfloor or less to each joist, face nail 2-8d \Vider than l" x 6'' subfloor to each joist, face nail 3-Bcl 2" st:bHoor to joist or girder, blind and face nail 2-16d Sole plate to joist or blocking, face nail 16d at 16" o.c. Top plate to stud, end nail 2-16d Stud to sole plate, toe nail 4-8d Doubled Studs, face nail 16d at 24" o.c. Doubled top plates, face nail 16d at 16" o.c. Top plates, laps and intersections, face nail 2-16<l Continuous header, two pieces 16d at 16" o.c. along each edge Ceiling joists to plate, toe nail 3-Sd Continuous header to stud, toe nail 4-8d Ceiling joists, laps over partitions, face nail 3-16d Ceiling joists to parallel rafters, face nail 3-16d Rafter to plate, toe nail 3-8d l" brace to each stud and plate, face nail 2-8d I" x 8" sheathing or less to each bearing, face nail 2-Bd Wider than 1" x 8" sheathing to each bearing, face nail 3-Scl BWlt-up corner studs 16d at 24'' o.c. 1 Common or box nails may be used except where otherwise stated. 2 Common or deformed shank. 3 Comrnon. 4 Deformed shank. 5 Nails ~paced at 6 Inches on center at edges, 12 inches at inter- mediate supports (10 inches at lntarmedlete supports for floors). except 6 inches at all supports where spana are 48 mches or more. For nailing of plywood diaphragms and shear walls refer to Section 2514(c). Nails for walls sheathing may be common, box or casing. 6 Corrosion resistant siding and casing nails. 7 Fasteners spaced 3 inches on center at exterior edges and 6 Inches on center at intermediate supports. 8 Galvanized roofing nails with 7/16-lnch diameter head and 1 Y,•inch length for %•inch sheathing and 1 ¾-inch fer 25/32- inch sheathing. 9 Galvanized staple with 7/16-inch crown and 1½-inch length for Y.·inch sheathing and 1 Y.•inch length for 25/32•1nch sheathing. TABLE NO. 25.P (Continued) CONNECTION NAILING1 Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends .md at each splice 2" planks 2-16d at each bearing Particlebollrd:5 Wall Sh•athing ( to framing) : ¾"·½" . 6d' ¾t-~:t" 8d' Plywood:5 SubRoor, roof and wall sheathing ( to framing) : ½" and less 6d2 %"-¾." H<l3 or 6d4 3/s"-l" 8d2 l¼"-1¼" !Od3 or 8d4 Combination Subffoor-underlayment ( to framing): '¾." and less 6d' ¼"-1" 8d4 l¼"-1¼" 10d3 or 8d4 Panel Siding (to framing) ½" or less 6d6 ¾" 8d6 Fiberboard Sheathing: 7 ½" ;"O. 11 ga.8 6rl3 '.'io. 16 ga.9 w ~(). 11 ~a.8 Hd' '.\'o. 16 µ;a.9 PLYWOOD FLOOR AND ROOF SHEATHING WILL COMPLY WITH THE FOLLOWING: TABLE NO. 25-R-1-ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS• llOOF PANtL PLYWOOD MUIMUM IDf.NTIFICITION THICKNESS SPAN LOAD (IN l'OUNDS FLOOR INDEX, (Inch) {la lnCflll) l'ER SIUAH FOOT) MAXIMUM Ed&•• Ed111 fatal Live SPAN 4 Blocllld Unllllaelltd Load LDtd (In lnthttl 12.10 r!·1f\ 12 155 150 0 1e ·o ~\(),~ 16 95 75 0 20,0 ~Ill, aH 20 75 65 0 24/0 3H, 1_.~ 24 16 65 50 0 .10/12 % 30 26 70 50 12• 32/16 ;i 1\1 32 28 55 40 16 16/16 :14 36 30 55 50 16 42/20 %, 3'.J, 7:-, 42 32 40 35 20 48/24 ¾, 78 48 36 40 35 24 1 These values apply for Structural I and II, C·C and C-0 grades only. Spans shall be limited to values shown because of possible effect of concentrated loads. 4 Plywood edges shall have approved tongue and groove joints or shall be iupported with blocking, unless ¼•inch minimum thickness underlayment is installed, or finish floor is 25/32- inch wood strip. Allowable uniform load based on deflection of 1/360 of span is 165 pounds per sciuare foot. 5 May be 16·inch lf 25/32•inch wood strip flooring is installed at right o:1ngles to joists. TABLE NO. 25•R-2 -ALLOWABLE LOADS FOR PLYWOOD ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PARALLEL TO SUPPORTS 1 THICKNESS NO.OF SPAN TOTAL LIVE PL.IES LOAD LOAD STRUCTURAL 1 ½ 4 24 35 25 1/, 5 24 55 40 Other grades ½ 5 24 30 25 covered in UBC 5/8 4 24 40 30 Standard 25-9 5/8 5 24 60 45 1 Edges shall be blockad with lumber or other approved type of edge supports. INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT DATE: _______ _ (BUILDING ADDRESS: RECEIVED \ \ PLANNING DEPARTMENT ZONE B. ~ I JUL 9 WJ CITY OF. CARLSBAD Building Department LOT SIZE ________ LOT WIDTH ________ _ UNITS ALLOWED ___________ UNITS PROVIDED ______ ~----- PARKING SPACES REQUIRED PROVIDED % COVERAGE ALLOWED /(7) II PROVIDED--------~--------b'-+-f,---------------- BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: ALLOWED --~.-1-~-- PROVIDED _ __,Qi----,~v,..._,;,--- INTRUSIONS I SIDE SETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: /S/, ~~ ---------- REAR SETBACK: or ENGINEERING DEPARTMENT/~:R ~IT R.o.w. ~'l>&fi:.. INDUSTRIAL WASTE / # h-IMPROVEMENTS ~)c;Jr-517~ J SEWER CONNECTION .,,........, DRIVEWAY LOCATIONS C,)( -~--------~~-------- GRADING PERMIT . _Ei\e,EMENTS LEGAL DESCRIPTION ~0 -c£ • C J;;i,?_d -7 . / DRAINAGE ~A"it/led ------ ADDITIONAL COMMENTS __________________________ _ OK ¥IRE DEPARTMENT SPRI!IKLING SYSTEM ___________ FIRE PROTECTION EQU_!P . ______ _ 'FIRE ALARMS EXITS ______________ _ FIRE HYDRANTS LOCATION ________________ _ ADDITIONAL COMMENTS--------------------------~- OK TO ISSUE: _____ DATE _______ OK TO FINAL. ______ DATE ____ _ WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ . , ... ,,_, -,_;·r,u LEUCADIA COUNTY WATER DISTRICT APPL I CATION FOR SEWER SERVICE Owner's Name ___ F~r~a=n~k_J~·~P=et=r~i~l=ak~-------Phone No. 994-2961..__ Mailing Address _...,,5:.,,0,c05"---'6"'0'-'--'Pa"-'lwm .. e..._tt~,oL..LlA""ve ..... n.u.ll.,.e ______ x>v'l:R PcRMIT ISSUED UPON P~a..,c._.i_._f,..ic~a..,._,.CAu_.,,_9=40"'4""4'---------RECEIPT OF BUILDING PERMIT. Service Address: ---~-f~"~'f __ ~---------BUILDING PERMIT MUST BE Tract Description: lot 520, Snuth....../l.~ ______ APPLIED FOR BY9::4-eti Assessor's Parcel llo. _ _.2..,_J.,_6-"'2'"'"3.,..0-=.-6,...5...._ _______ _ Type of Building single family No. Units __. __ Connection Fee $ 6QD an .... 6" 8" Saddle Easement Connection (pre-pd 2DD.OO} Lateral Size: 4" Extra Footage: @ $ __ _ Amount Rec'd $4ro.El:J Ck. No/Cash ~l 77,;2, Date · ~O:c,....,:£5....._::::g-= Rec'd By a<h 0 Extra Depth: __ @$___ -400,CO Lateral Fee Prorated Sewer Service Fee Total $rc/JQ ,CD The application must be signed by the owner (or his authorized representative; of the property to be served. The total charges must be paid to the District at the time the application is submitted. · · If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line.in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the ap~licant's building sewer. The applicant is responsible for the construction, at the appiicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AMO APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually conmences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information gi.ven is correct and agrees to the conditions as stated. r?i,1_/:', ~ !O\l~, ccounNo. •