The URL can be used to link to this page

Home My WebLink About2810 ESTURION CT; ; 81-220; Permit', I he.reby.,atflrm that lam licensed under ' .iprovlsIons- of'Chgpter9 (commencing with • -. Section7000) of Dlv)slon-'3 of.the'Buslness and Professions Code, and my license is In • full force and effect. - L 1 : No. __________.........L.. Class "•' - — ;t.t ", . " -. I. hereby affirm that I am exempt from the. Con- .tractbr's License Law for the following reason (Sec. Professions Code: Any .•7031 Business and city or county which requires a permit to construct alter, improve, demolish, or repairany structure. prior to its issuance also requires,the applicant for 'such permit to tile a signed statement that he is licensed pursuant to the provisions,- 01 the .Con- tractors License Law (Chapter 9 commencing with Section'7000 of Division 3 of the Business and Pro. . fessions Code) or that is exempt therefrom and the basis for the alleged exemption. Any violation of • Section 70315 by an applicant for a permit subjects 5 • trw applicant to a civil penalty of not more than live hundred dollars ($500). . —a - .... . .. 0 I, as ow,ner of the property, or my employees. 5 ' with wages astheir sole compensation, will do the m work, and the structure is not intended Or offered for - sale (Sec. 7044, Business and Protessiofis Code: tat The Contractor's License Law does not apply to an Z owner of property who builds or improves thereon and who does Such work himsélt or thrOugh his own .O employees. provided that such improvements are - "t. ' not intended or offered for sale. It. however, the building or-improvement 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). as owner of the property, am exclusively , contracting with licensed contractors to Construct Professions - • .1 -' the project (Sec. .7044, Business-and Code: The Contractor's License Law does not apply Ix to an owner 01 property. who builds or improves - thereon, and who contracts for each projects with a —i • -i.pcontractor(s( license-pursuant to the Contractor's us License a 0 tam exempt under Sec.,L2'__' - -. B. & PC: for this reason t - ,* .:-i:•. '' . -- 0 thereby affirm that I have a certificate ot consent' 'tor,'seif-irisure, or a 'certificate 01 Workers' -. Compensation Insurance, or 4certilied copy thereof, (Sec. 3800. Labor Code). - . - :z± --'---* 0 Copy is tiled with the city; - Z - - - .' 4 - , 0 Certified copy is hereby furnished" ' _' - * I 0 -. CERTIFICATE OF-EXEMPTION FROM ' WORKERS' COMPENSATION INSURANCE - - (This sect ionneed not be completed' it the permit tvrile I , is for one hundred dollars ($100) or less) ., D ) Certify that in the performance of the work for t. 0 which this permit is issued. I shall not employ any 39 person in any manPer so as to,become subject, to the Workers' Compensation . Laws of California. - - NOTICE TO APPLICANT: It. alter- making this Certi-Lticate 01 Exemption, you should become Subject to the Workers' Compensation provisions 01 the Labor Code, you must 'forthwith comply With' such . provisions or this permit shalt be deemed revoked. - • .' .' •' . '----.- *- 7 -: ' • -v- '*-'...... F 0I he'rebt affirm that there is a Construction I lending agency for t he. performance. 01 the work to, which this permit is issued (Sec, 3097, Civil Code). Len der 's'Name - Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING-DEPARTMENT -..- " . APPLICATION & PERMIT - - 1200 Elm, Carlsbad, California 92008 (714) 438-5525 - . .- '.. ' -. -•'.' ' JOB ADDRESS AV. ST. DATE F APPLATION BUSINESS LICENSE # - • VALUATION . PERMIT NUMBER 2/0 (-z3 , •RD. '/gj. 3/// f mhg -' OWNER'S NAME ' . OWNER'S PHONE PRIME CONTRACTOR . - --/—. . CONTRACTORSPHNEe- oL 19 c 7 -37q , 7c-3?7_-/ 'ZONE—, OWNER'S MAILING ADDRESS / CONTRACTOR'S ADDRESS - LICENSE NO. BLDG USE CODE PL 1 .0. # LOT ASSESSOR PC NO. DESIGNER STATE LICENS # STANDARD PLAN # BUILDING SO. FOOTAGE - BLOCK -DZV,S II6N 2i5 3c/? DESCRIPTION OF WORK DESIGNERS ADDRESS' - "' DESIGNER'S PHONE 6/30/814 135 .'1'73.5 F/P FLREV - NO O,.9GP EDU - - I . '' -'K--' / ooã i - - - - .. CENSUS TRACT CF LAND USE PARK N CE RES UNITS GRADIN RMIT ISSUED G PE REDEVELOPMENT _,_. T P 0CC LOAD FIRE SPR J AREA o&E7cJ ou 0 N o , Y N Not Valid Unless Machine Certified QTY. PLUMBING PERMIT- ISSUE QTY. MECHANICAL PERMIT -'ISSUE SUMMARY/ACCOUNT NUMBERIle . EACH FIXTURE TRAP .' 7I INSTALL FURN. DUCTS UPTO100.000BTU BUILDING PERMIT EACH BUILDING SEWER - ' - OVER 100 000 BTU - SIGN PERMIT 09 10 'EACH WATER HEATER AND/OR VENT_L. . . .. . BOILER/COMPRESSOR UP,TO 3 HP _. - -. - _._, ••., PLAN CHECK 12/(,L EACH GAS SYSTEM 1 TO 4 OUTLETS EACH 1,4b BOILER/COMPRESSOR 3.15 HP l TOTAL PLUMBING EACH GAS SYSTEM-S OR MORE - ' ' '. - EACH INSTAL.,ALTER REPAIR WATER PIPE VENT FAN SINGLE DUCT --MECHANICAL — - - EACH VACUUM BREAKER - - MECH EXHAUST - 4000/DUCTS1 MOBILEHOME v WATER SOFTNER - -.• - . -- - - ; - RELOCATION OF EA FURNACE/HEATER , - '- ' - - -MOBILEHOME PARK (NSP F EACH ROOF DRAIN (INSIDE). - I ' - . SOLAR TOTAL MECHANICAL 4 STRONG MOTION TOTAL PLUMBING FIRE SPRINKLERS - - - - - QTY. - - • - --- - ' • * ELECTRICAL PERMIT - ISSUE --' -• - . QTY. - I - SOLAR-ISSUE METAL FIREPLACE -ELECTR(CAL'' PUBLIC FACILITIES FEE - BRIDGE FEE -- - - - NEW.CONST EA AMP/SWT/BKR,. 70 0i4'• 2' '- COLLECTORS - ._, -- - - -. - - - SCHOOL FEE - DISTRICT -. - -- 1 PH - - - 3-PH, - -, -. - - STORAGE TANKS . . Carlsbad - EXIST BLDG EAAMP/SWT/BKR • ' - - ROCK STORAGE - : - ' - -. Encinitas (PH. ,._•. .3PH -..•','-. - PUMP .._ ..San Diegudo .--._----, - '-- - ' REMODEL/ALTER PER CIRCUIT " &f PLAN CHECK FEE I San Marcos TEMPPOLE 200AMPS * t -' -- ——-1 - - 7- OVER 200 AMPS ' TEMP OCCUPANCY (30 DAYS) - - TOTAL ELECTRICAL ( - TOTAL SOLAR TOTAL FEES PAYABLE 73 / eip~ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe Building Official underthe provisionso(this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days the date of DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or it the buildingor work authorized by such rtt"is usne 5uch d r STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time ater the work is commenced for a period of 180 days, STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , APPLICANTS SIGNATURE APPROVED Y rYL TE OWNER - CONTRACTOR - - -- - -- - KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID JUDGMENTS, COSTS AND CITY IN CONSEQUENCE OF THE -' '.Y BY PHONE'D GRANTING OF THIS PERMIT. INSPF('TIflN TYPE DATE INSPECTOR BUILDING FOUNDATION - - ,REINFORCED STEEL -. - MASONRY GUNITE OR GROUT FLOOR& CEILING SUB FRAME SHEATHING - -•: _________ FRAME EXTERIOR LATH 'INSULATION - INTERIOR LATH & DRYWALL - PLUMBING - - SEWER AND BL/CO,_ --' PLUMBING UNDERGROUND PLUMBING TOP OUT TUB. AND SHOWER PAN -: - GAS TEST, ELECTRICAL - TEMPORARY POWER ELECTRIC UNDERGROUND.'- ROUGH ELECTRIC - ELECTRIC SERVICE BONDiNG. -G..F. I. -- SMOKE DETECTORI. - - -. MECHANICAL / DUCT & PLEM:, REF. PIPING - - HEAT - AIR-COND. SOLAR SYSTEMS VENTILATING SYSTEMS - CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE, ITEMS ABOVE HAVE BEEN APPROVED. - JOB SITE FINAL - PLUMBING ELECTRICAL MECHANICAL GAS BUILDING' SPECIAL CONDITIONS. - - - CERT OF OCCUPANCY ISSUED 'r-: •'.•'-.- - - - FIELD INSPECTION RECORD - ' REQUIRED SPECIAL -INSPECTIONS - . INSPECTOR'S NOTES INSPECTOR'S DATE INSPECTION-REQ. IF CHECKED --- APPROVAL SOILS COMPLIANCE PRIOR to FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI c ENGINEERING FINAL INSPECTION REQUEST -,-- -- A - PRESTRESSED . . - CONCRETE -. TO. /1 -(Inspector) (Date) - POST TENSIONED CONCRETE FIELD'WELDING . HIGH S RENGTH BOLTS . . - REQUESTED BY: ADDRESS:. SPECIAL MASONRY - PLAN CHECK NO C PILES CAISSONS NO. CHECK LOTS 'JCT FINLED: YES ____ NO REASON No:ryi NALE - -- - - '1 - - (Inspetor's Signature) - - - - - I, . .- .--------_- - -, - z.____ •- I RETURN TO ENGINEERING CURRENT DEVELOPMENT - - I - t Ii . - _-._- - :A AAA&AIVAAAAAAAAA £1W( • • -r AA 1d SflOn3!dMo U! "°d) a S!9 sei;.1jn o Jo o6. q o suo!3!ppo 6uD4 '5uo!oJolIv :9jJ4 • - z 8 - 6 pqs1_J_____ SS3JPPY6UIPIIn < 'SEO 6LT____________sto___AS __UlIn9oJaUMo p007 JUDdfl3Q auoz asn Guoz a11J - uoinJ4suoD dAj - dnoj0 • 1 • oF,inw4aci -6PIG 'iP"d •TUTS u0i40DIjISsOSfl BSfl UO!3flJ4SUOD u!pI!nq 4n23I. - '4!3 9141 ° saouempio 8q3,dd- 4M sa!Idwo3 s144 >> eoUenSS! O OW14 OLfl 4e 44U s8!l4Ja3 9p03 2U!p,!fl9 WJO!Ufl I44 io uoipaS Jo swannbd1 aqj ol j uvnsind panssi alvithwD sqj • - -aVSThVD -JO AJJD- • I 1i3UU11U33CD J' J 1JHIi) X'7W vvvvvv * 1 INTERDEPARTMENTAL INFORMATION SHEET BJILDING DEPARTMENT DAT1 ECEIVED BUILDING ADDRESS: trL - JUN 04 1981 owry OF CARLS8AD Buudmg Depa PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTHIL ___________________ ITS ALLOWED UNITS PROVIDED___________________________ RKING SPACES REQUIRED PRIOVIDED cfL % COVERAGE ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED_______ INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: W1\ • ENVIRONMENTAL PROTECTION REQ: 1I'YIIe - •' ADDITIONAL COMMENTS: OK TO ISS r DATE___ OK TO FINAL DATE_________ ENGINEERING DEPARTMENT R.O.W.' __INDUSTRIAL WASTE IMPROVEMENTS_____________ SEWER CONNECTION DRIVEWAY LOCATIONS__________________________ GRADING PERMIT - EASEMENTS DRAINAGE___________ LEGAL D E S CR1 P T ION / ~?_ t2649-ta-, 18 • ADDITIONAL COMMENTS -s- - r 47 OK TO ISSUELtAJVDATE1) k PWI OK TO FINAIS-' DATE 1 FIRE DEPARTMENT - SPRINKLING SYSTEM - FIRE PROTECTION EQUIP. FIRE ALARMS EXITS_________________ FIRE HYDRANTS • LOCATION___________________ ADDITIONAL COMMENTS OK TO ISSUE: DATE -. OK TO FINAL__________ • _______________ DATE • REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE_________________ 2A it ..-• _• Al. -, r rqrrY tii r -r -p )#'.rPr.. -. -- corF L Uc -. - Approval of the following depart- JOA? ñients is a]sorequired prior to PLPON' 10 COTAC1 issuance of permit T Planning .. . Engineering, . . . • -'. Fire Prevention - - - - ' Water -& Sewer•• County Ha1th• (septic tnk) Corrections made below are to be tnade on. : - Redevelopment Agency originals and new prints submitted for re- .. . .. '. . . check. Indicate where 'corrections are to Approval required prior to start be found. The approval of plans and of construction. Permit may he I specifications does tot permit the viola- . issued. tion of any applicable. City, County or . . . .. . State laws and ordinances. (Minor cDr- . . .•. . . Coastal Commission rections may, be made in red ink on the prints) C cc'1 cc y J-1. Date..'/t'1 Rechecked by Date I I ('1?1lETJ%L 5, piti# . NO. 6 rj • . ow job address on first sheet of plans Complete structural calculations are jShow on first sheet of plans name, required iicluding a lateral analysis. address arid phone II of ownr arid person . Engineer /architect., to sign plans/ / responihlc for the preparation of the càlcula Lions. (301C) 1 plans. . . . -- . ._ Parking required. 2-car garage, 400 Submit. fully c1iiensioned plot plan' drawn . . sq ft iriin '- 18'0" miii width. (2702, Zoning) to scale showing location, size, ue zind Delete "typical" notes and details type of construction of all tructus - that do not apply to this job. on the lot. Identify property lines, Show lot dimensions, show street name . . and location. Show new and existing 7 FLOOR PLAN-LIGHT-VENTILATION-EXITS grad Ic s. Show lot, drainage. Show elova -. t:lon of building finish floor, drivcway £trect.s. • -- '' - (__. S—&" - Slope of (irivewy not o exceed 20%; - J.ndow re w s uiuffi— l 'indicaLe elope of driveway. - (• Mnt in Aorp 'io. /_ - - Revctsed plans rm:y not: be used. • 6i°4. ' Hin1ium room sizes: bedrooms 70 sq ft. I Inco!11)ite, .fadud 1 indef -inite plans o / with V0." minimum width; one 150 sq ft a)cu3 t iot 1cLcpJL1 (303 roo i required.(1407-6) A complete soiln.xeport is required. ' Ceiling licg1it is insufiiclent. in Flood plain 01d. 7-41; cci-upli-mcc to be . • . . 'cettifJcd by Cii) incncct. (1407 -1) - .-•, .-o ' .•' . Lh 'MD4c647 pA4),Oe - 4I(1 7b iV TJM'p ,4tO e7Yc-44 "444-A.- çøij -- !aves not to project within 30" of / '. Firebiock at floor, ceiling, coves, and -' property line for legal light/venti- . mid-height 'of wall over 10'0". high. (2517-F) . lation. ' ' S '' . ._ Show double plate at top . with 48" mtn- i"rovide fan in bath - minimum 5 air •' imum lap. (2518-g-4) , size of headers for 'all opetings _ iceping rooms,:tnust have an emergency , . 40' or wider. (2518-g-7) 4.ner exit. Windows: sill height maximum 5.7 sq ft minimum of openable . .Show method of suppor.tin headers at cor- windows. Or '/ S QV ar,a; clear height 24" minimum; clear Ceiling joists/floor ts overspanned. S As f4th 20" minimum. (1404),. /Pt5 cbA,t/F Brace roof framing to partitions. (2309-b) -9ccess - 22"x30" minimum (30"x, . Roof rafters overspanned. :TV if using attic furnace).(708,M.C.). Provide rafter ties here ceiling joists "Wall/ceilings - class III flame- ' ad rafters are not parallel. (2518-h.-4) hanges per hour. . . .. .....Show spread rating required for all ' ' Jow-size of members supporting porch' finish materials. (T-42-B). 'oof. Floors above second story shall have J Double joists under parallel partitions. at least' two 'exit's. Provide truss drawings' and layouts prior .At least one exit door shall be 3'0" ' to permit... , x6'8" minimum. .- ' : . . Plywood. -Show thickness,. grade, index' . ,-7n o, type glue,' and blocking or clips or S ' , T,. & C Skip sheathing; show size and spacing. B alloon frame walls a d jacent tb vau l ted - Specify concrete mix or show cOi- , ceiling. crete strength at 2000 psi. ' ' . Maximum allowable height for 2x4studs 'Extend piers and foundations - ' is 14'O". (2518g-2). below inside excavated grade. . - Indicate 2x6 studs or 3x4 studs for Step' dow-n footings adjacent. to ' , first floor of' 3-story building. Solid slope exceeds 1/3-0.'(2907-c). . sheathing of first floor required also. Extend sill bolts 7" minimum in foun- - Show planter box'details, rCquired water dation 6'0" maxinum o..c. (1-2"x1O" long '., proofing and required air space. bolts minimum) (2907-c). ' Specify exterior post protection when ' Design walls retaining more than 2'O" ' posts are bearing on concrete. (2517-d-4). of earth as retaining walls.,, ' Ridge board shall be assigned- as a load- Garage foundations must meet require- ,' bearing member when roof slope is less, tner.ts for - story building. Show - t' than 3 in 12. section. ' S Specify foundation grade redwood, or pressure-treated mudsill. (251.7-c-3).' Under floor vents shall equal 1½ sq ft per 25 linear feet of wall.(2517-c-6). - Prcvide 18" x 24" access to under- floor area. (2517-c-2). S __________ - Show foundation sections and pier sizes. (T-29A, 2907-c, 2517-c-5,7) Show 3½" minimum concrete siab.(2623). Wood to be minimum 6" above 'finish grade. Show depth of footings below natural grade-or 90% compacted fill. FRAMING - Provide typical framing details. Horizontal and vertical framing lum- - ber to be //2 Dougls Fir or better. FOUNDATIONS GARAGE All garage not permitted to open into (sleep- VJ1 ing rooms.,., ,.(1504) w'. J rage walls and ciling adjacent' to or er dwelling to have materials approved for one-hour fire resistance. (503-d--4). Specify 1 3/8" solid slab, self-closing door. for opening from garage to house. Show garage framing. - ho size of header over garage opening. _J' Provide lateral cross.brace at plate fft1J1 inc of garage. S '7vide 18" platform for water beater $id/or furnace. (1310-a, P.C.). ' Xjntinic and reinforce the footi,nr! across 1-tof garage opening and rcturn rein-. forcing 4 feet down each side of garage footing. 1 MISCELLANEOUS - Spcify lath and plaster to comply with. (ANSI) 134 1 thru 134.4 (Air Infiltration Chpter 47. 0 standards). t5TO Frdvide an approved waterproof building model number and loca- paer.under wood siding. (l707-a,. .2517-g). o_f furnace Specify masonry veneer to comply with - Louvered window not allowed. jf 3006. /•- N0i To cr'pz-Y )Jt' ..'6w details. I C'7'/ ; ow details of1chimney and fireplace.. PLUMBING ways. Maximum rise. 8"; minimum 0 9"; minimum headroom 6'6"; min Specify stall shower minimum width 30"; utVwiclth 2'6". Show details. (#) minimum floor area 900 sq inches. (909,P.C.). I Provide handrails; show dtes - Specify wall finish in shower area not 'gn for., 2011 lateral load). ,A7rrAcw6io to be adversely affected by moisture to Eosed spaceunder stairs to be p-roj-_ 6'b the floor, provide out-swinging as for 1-hour constructio44. shatterproof doors for shower(1711-d,e). Shi1' 36" high balcony. railing, with 'in Water closet area minimum width 30"; terdiate supports 9" o.c. maximum. ji~ce. 1ront,24". (171].b). Sh6y'weepscrced. on stucco walls. (4706-c). O Show water location. ShwalJ. materials used on exterior and va v to discharge,to exterior. (1007,P.C. .. Provide water pressure regulator.(1007,P.C.) owedu1e for attic, ventilation(-3205-c). ,Provide back-f ldw preventer. -4Ge&7ej r' ç he /2 7xr....-' r frE? 7' ELECTRICAL 0 0 •• location of electric panel • eter. • • 0 " Shw, lo crn '6 f n(oç'o r , eTor oulets and 'athroom outlets.(210-8,NEC). #f- JQne outlet required on exterior of resi- (210-25-b,NEC) - 0 sufficient electrical outlets in. %chen. • Outlets required each side of sink or range, at end of projecting counters over 6'0" long, and at each counter over. 12" long. (210-25-b). - Lights required at each exterior *ian • 0 door. (210-26-a). • 0 c-rbrtld e e n.a-il-& to v:nizd-or--coppr. - Show slope of roof. Show overflow at low point of flat roof. Provide access to attic furnace as per 708 UMC. Class. subject to human impact to he : tempered per Chapter 54 and Federal rgu1ations. •00 ENERGY 1 --- 4 ir,er/0certificate signed Prior to permit.. . . roper State energy forms to be sub- mitted (not a Standard Design). - Show total area of all glazed open- :1 n- s. 0 Show minimum wall iusulati.on - R-11. - Show minimum ceiling insulation - R-19. 0 )JRigid insulation used in open beam areas to be specified - manufactur- ,er's name, thickness, "It" rating. ' Exterior doors to be fully weather- stripped (including door from hcuse to garage). Sliding glass doors and windows, to be 0 certified and labeled to comply. with American National Standards Institute 0 'rOWNFIOU SES (Zero Prop e __ tic Units) - Provide 1-hour walls 'at property line , 0 .QflC 2-hour wall okay in lieu of two i-h6ut walls). Show details from foun- dation to parapet (T-5-A, T-43-). -, Provide 30" parapet or provide 1-hour ceiling 5'0" cr.ch side of property line wall in lieu of 30" parapet. (PeiicLra- tion of 1-hour ceiling to be protcctcd) - Show how mect:ing State sound control rcg- ulations at property line walls •STC-50. Bldg in area of high exter ior noic. lfldg xterior envelope to meet State sound / 40 VIL __________________________ ___________________ _________ L7r' ."L7 7"/" &,c/2 o - _-2 - q / . •: :-. '2'/2 (_•• 7• I, t• '' dANdNi[ilARDWARE SPECIFICATIONS: NO 7 / • Soo - (- ) -, •. .: Angle of Load to On Code App;oval No. (sBOCAb) Axis of Plato - 45° I ° - GN20 23'/NA1L f2o/mw( GNBO ' FI4A -14.01ICBO •. I i-----i-- I 1329 GN4O . . JSBCC : 7204 - 4. Jiiit' 1 Manufacturedby Automated Building Components, Inc., , • - = from galvanized steel that meets or exceeds ASTM A446.67. Ultimate Strength - 48,000 psi Yield Strength = 33,000 psi - - Plates mutt bear the registered Gong-Nail ® trademark. lx LOADING LUMBER SPECIFICATIONS:L7271 /L /7"? ///1.7 The manufacturer is not responsible for load sap- It Top Chord ç,/-. ,c, _,. plied to trusses when the trusses are not plumb , Top Chord LL - psi and vertical. Temporary and permanent bracing for holding trusses for la- plumb and resisting DL - qt paf Bottom Chord LL Bottom Chord: 2 %4 ,4/ .y •j7,t'/ L'4,,c* Iteral forces shall be designed and installed by Total Load TI. - 4 paf Webs:2X3 SPACED 24" SHEET others.' No loads are to be'applied to trusses until after ll acing are com- 0 C COPE 64Ai.7/-7,l / ALLOWABLE STRESS NCREASE:DESIGN This design isjuaccordance latest with revisions a no 1dfa:tlninR loads, pletedAt time WESTERN LUMBER OF / — DRAWING NO greater than design loads, be applied to trusses Duration o a um er "The Design Specifications For Light Metal . () a Boise Cascade Division All lateral bracing Specified hereon is for bra- . . PlateConnected Wood Trusoeo" TPI .L' NATIONAL. CITY. CALIF. - cing elements of individual truss menbers only. -Repetitive Member Value -±:J "National Design Specifications For Stress - PH 474-3341 71 0 ,41 (bending only) Crade Lumber And Its Fastenings", NFPA 6/oLt 4-20g ,3Q 4: 39o' r ZaAo ,,' - 9 411 42 L2 967 7 I 4x "4 3O - (5/o42c4 )4Ox/2 c)~//2oS,/ c) ri )t(qc ?s)_ 23O - r)e,O /94? WESTERN LUMBER NATIONAL CITY CALIF 92050 OBOX 3341 -u / FU GANG /)/2o ,'i -zr a/ /" ()7v1E /i2 #/.42 ,4'742 : !77 OM-77 5qq5 r=,c, \ ooT CD A N (J 0. ,J N; s i oT JQ . 4i7 - 7/0 N OF ••; I AZ 'e L/Aie'€e v ' qc(U04-7c 320.I.440 z7-,I3ocL !/L0 4 ILL /3 I 400 q~'ofZ, C —7- • A/4/LS 47 ei;• V4 __ ,,Ls L 1/io 73O L //,f 2Q50 2/ 4x(4 33 • - Q41<////' - 4NT4c:'oz -• •- - 8/Ile 2.ovo ___ ___________ __________ • I I - ____ ______________ _____________ • • ?27 7deT • r I • L. • /\ L1_ ___ _______ • 2C' 250 1- L24L' L7,4&1e4,il WESTERN LUMBER • Or 3 NATIONAL CITY CALIF 92050 (P 7144743341 2 0" 5A/ jj GANG-NAIL /800 Nip .:5e7 / 2 "?z'e p /7 /i'/ñ A74I 2 d11740 //2 2Lo IV= 18e= .:i.i.1"• c= 7r: . - /27€ wfe D,4W/t/ ,V'. 4/ 74'('.3'2 - 1 1100, - ) r /,; 1 7 i- £_ -4 3qo a ~Oilf CD __ ' ,qsTJ c Vi 7 -'-t'771•• ,fc /A/4,44 Nc OF . //it' //Zc' /. 4/)?(6 54 £ 4b'//k'Z' -. -- .--.- . LtLLoPZ .j L_J I ThT7\ 4 x /2: I V' = 2x 2x/Oz 160 2o I ' /26 qo ia - . . - . - 2/ -- . . 1/4L - /7 L24D. Z/4b24/vf WESTERN LUMBER NATIONAL Cily CALIF 92050 7I4474.334I 2" Li 73 C 512A /,..J JOANGNAIL j2Ji&c' 9 O'V',VIM/) -37't A4 /74j3C'L TRUSS . . . ±¼1 I 4air - 10/7 i; i ) / óCIVIL / / L L-4 A. D4Z L T Y 'a'A/ 7D7/6/& fl6122 4/J4C6A/r 1 PAl 2X L7A/L DESIGN SPECIFICATIONS: This design is in accordance with: — -. Trusses shall be erected and fastened "Design Criteria for Trussed FHA G 1970 National Design Specifications For Stress Grade Lumber And Its Fastenings". NFPA. 1971 in a straight and plumb position. -._-k1 LI . Where no sheathing is applied directly LUMBER SPECIFICATIONS: LOADING: '-f. 7if2 to top chords, they shall be braced TopChord 2 Top Chord @ 3'0" o c max.;-'where no rigid tt Chord iWi AiI9-NAIL ceiling is applied directly to bottom Bottom Chord.. Total Load TI. ôPsf MU Spaced 24 0 C chords, they shall bebráced @ lO'O" S ALWWASLE STRESS INCREASE: -. - 4WI#I4.VII . Webs ,Ve7 DL Durationof Load L7r .. WESTERN LUMBER CO. /T 4-2 'a RepetitIve Neober Vain. - 2 5 5 (bending only)' NATIONAL CITY CALIF PH.474 3341 H '., .5'. 55 5 •5S, sY'M LAe'1T / .\\•/'/?K. . ,)\// f-'\"• 1- J;;;l/ rri - 's;- . . - • //, 'zW . , - 0 . - . A/o,r 5%,&'4/. . 0• ',4f4 x',__ DESIGN SPECIFICATIONS This design is in accordance seth "Design Criteria for Trussed Rafters", FHA G 4541.IA Trusses shall be erected and fastened The Design Specifications.For Light Metal Plate Connected Wood Trusses", TPI. 1970 . "National Design Specifications For Stress Grade Lumber And Its Fastenings", NFPA 1971 ,L,./,' 7' in a straight and plumb position. . 7O Where no sheathing is applied directly LUMBER SPECIFICATIONS: LOADING: '• . a to top , they .shall be braced Top Chord: X AIO. 2 L7L Top Chord :DL •2o,'- @ 3'0" o.c. max; where no rigid Bott Chord LL • : 7s; Ira ANNAlL - ceiling is applied directly to bottom Bottom Chord: 2r ' _4 L. toed IL - 4Ps1 STMAROTRURIE$ Spaced 24 O.C. chords, they shall be braced @ 10"O'llm R5LE STRESS E __' tAIr('TrnM LUMBER CO.4w''1 0 C UWX. we,,:24 /Jo S _L7/L Duration of Wad LuHall.uuobr -: WESTERN, UI' LUVIbU (jU 6I/T4o2'2 Repetitive Heaber Value . (banding 0017) " NATIONAL CITY. CALIF ____PH__474_3341 2 tp L7' QA/2o- 9 .c 7,,:7- 7r7dl9/ /..77 9'y4 Z. q GANG-NAIL HARDWARE SPECIFICATIONS: ,. . ,.. .... NOTES: Install plates in' pairs, one on ,f' ' H each side of joint. . /7,\ Position plates symmetrically . f1'-/Qz Angle of Load to Axis of Plate 00 m. 450 460 - 900 GN20 3 /11-4/1 2O1414/L .CNSO-. GN4O - L-'Z / 1061 Code Approval No. . /' 'v -?b L. ? .5-,4 Al BOCA : RA-71-8 FHA 14.01 ICB0 - 1329 SBCC - 7204 fflj AN-NAIj L1 /.'race - about ,the )OifltS unLess the indicates 3 • This symbol .. i i - . . o. 8,251 Manufacturedby Automated Building Components, lnc., OTRU$*ILI1IE$ Z-O U 1/e'/JJ position of plate in relation embers CIVIL -. ) - from galvanized steel that meets or exceeds ASTM A446.67. Ultimate Strength 48000 psi Yield Strength = 33000 psi Plates must bear the registered GangNail trademark. - WESTERN LUMBER CO. C44•%b' 'I. to wood members.' /22 8' O.47J'AcWff NATIONAL CITY CALIF PH 474-3341,3 z27f 'A113' IVNOIIVN oel _______ / .• o'i ____ c'ja7 9A(7 17 .,, 7 C a ' 'G7 O C?G //2/ G017/7'7 c'/ 2 (211, JV7d; ç •, : , ,, Z7 fl/G-t" I • ___- ____ 4Y?Z7a1' _-(' - . ( X/ /VO 71-Z'11-1-21 7 -5,01 O/ 7'e)x/,7 'y'5 7L7TZL2/ ' •7. 11iJ3 >t :i_ _______ •. -V \- \- • -I /•' ________ ___ _____________ _____ • • • C' _______ - • • . •.... • - - • .• /*/Q*E5b/Or5'I%1 ' b • 9 L#? -.\ •. ..>/ .:..j. • . . . / ON 0/ ...... . 9&10 'f ,0 .0/ C (5dc7E =.P7 •• c__- •J w2'1 • - 62 H •: - • • : • • • • • • 1•_ • •- • • •, - c///,'4,1 - .4 qi uj 2 4 - .:. 712oC •- --: ••-:. /8O*T' .) O47T 2,Z /7 - [6q4-4J - ('c-' X 2)( 7 £2J / . 0 - /39P 4- Øc 4174-0 = /O/zxQ - -= /t3) =.2/gq4) H/8orcA,ii2, =- .28 < • - . .. • /_ g1 g - I - . I . - 7 + I 42D 270 L7AL' 7/4 2,z4fr1 4 W1T1PN IIlMPP pfl NATIONAL CITY CALIF PH 474-3341 -z'--o' 'ui 151(A 7p//$ ,:r/Z °STANDAPO :UU SE 5 A .7- 74-23 A= & 25 /• )! 80.0 "N.' /.;.) He LA74 'cr v ••' No. 18,251 2 1 A&) ff ': LIIL /LJ o- CWO2D /a- P S =All = 340 ,- ----- ------- - AFa. — 2 ' ' ("2i25O '-*- 1'/2 ~zO 44 47 1006? 44 2-23/o DL 2/ 290 -4- 5' 8t 8/ CPO2D ftl dL/= / / 34254 4 7 2f) /2 82 ZA o40 I_t5 7?OJ e7:6 7=7047 4=__.253,0 6. 7&20 6T 5 X 7, 72 1,42 00 -" . . - c'a .4- . - i8 314 WESTERN LUMBER CO NATIONAL CITY. CALIF.PH 474 3341 " /7/4c X ZOE ._fl:: .aqr L i-tsaa z .aw.at.g,,k..acaaazc. sn.a - aUI L ILIVCC amivov '2 / I' r,?fr,, 2 — ___ ___ •• • ' /. — - ''' /r7 1IflI3'\\ :7.17111 x59/ IT I - TS? 0 - • ----- _____ ____ ______ I ' — ftiLtw_J.m'/ic _/7cJIw'9 , 2: = 5z 'I c73 - -'Poi A/V / I2c '' V gt A 7/'/2 /VO L -. -- •: • - - - - - -. - -. .•. - - .- - -. .- -. 2\// 7/ 'Iv ;• ?2 / - .. .. . .. ... ... . ., ___________________ .. wea £1Lt'2 I. 7 , Hejj" <—t 101 - 5, - ,ti/O/N7 7/ifl CIVIL 18,251 .. =/,5x,a .4= 7 C 2/cy A* &25.5 7.I( 7/ ' - Pe./O!5V p,=/a V=é'z, '=_O3 x OF / ,i 4'-". • . .. / ' . =125 • • = tj 1& /4 7/5 = 7 7ç — A At. 4A r q44? W,& P /,25Af ' ' — = c 410 475 2 '2-7 f •c=2370 4 jJ,25 . 7,5F /O.5CPb/25O_Wz 574. . /9ô 2/ S -314 4 475 o O,O3/ 12 IZ- 017~57 =_________ S . - S • • D LOA IV.4j. w--r.. - ____ .._.• .a'O .'SIZe 4'4/1- ecr/oA/ 7--2/qq 4=3,c_,c o/oW2o,2Lf:/; 28 "' . • Z33& •x••.•_.72- lb 111 • 232 _. •• p '/2 2o . 3•4 /c _____ ___ 44 = S.. •' S. S 4 2/3 /q ••j. •, S 4 70 tIIrcvrrrI" LUMBER, i i iainrri S • . . / / - / _/T WESTERN LRI' LUIVibtR Co.- . • -• •/7//- 'T.&O NATIONAL CITY CALIF.PH 474-3341 2 8Lo /c'/oa4 - j O STANDARD TM!S tN ,! L o/;o ,///7_ I_1 __ .5490 L 3c4I V I 5. f ii) A100:2 OF 47/4ceA4i Wea ,, e /z 6464 / - L7,4 2/4/4f - -- - .- • ____ ______ ______ 2 /2/i-q/tj I c=q17x 2g7a,1 T910x373o4 '/z.g •&oo Mo 28/3 2X34J03PP/ = A g, 5 Z.5-6. '=/0v i= /2o ± 47S (2o 2.zZ-7 AIZ eollell rb" 'b Ile? ,2 iA73 _____ 3/A4f - - - r ic Le ,.4 7 T 4Ea, 43 1,74i9 .51zle 4(4/15 5LfC77OAJ - /itL 2S7(# c.7 or r=2730 ri= °°'°' cei' U' al/f __ //•• 4(° ___ ____ ___ ______ - 4437 z5,1 6 12 T 2730 Ia. - - 44 o y: ,zq WESTERN LUMBER uO ,• ______ - NATIONAL CITY CALIF PH 474 3341 1t/ 28ô' ;/?4A/ 1/€" ____ FU ' O,'goo ilip ei J"Z c : - - o. 18,251 CIVIL 2 " q4 - 2 - 1 1 - - /A/74Lt • JO// "r, Mel, 7 /c T al//ac1 41411 a) c#'1 4Ai • ', -. -,' S.- - - Trusses shall be er ected And- fastened DESIGN SPECIFICATIONS: This design is in accordance with: - Design Criteria for Trussed Rafters". FHA G 454 I.1A "The in a straight and plumb position Design Specifications.For Light Metal Plate Connected Wood Trusses", TPI, 1970 National Design Specifications For Stress Grade Lumber And Its Fastenings NFPA 1971 S Where no sheathing is applied directly LUMBER SPECIFICATIONS LOADING IlP' P0 to top chords, they shall be braced Top Chord: 2)C ( A/i? '2 7// *Chord Top Chord LL /jpsf @ 3'0" o c max , where no rigid ceiling is applied directly to bottom - Bottom Chord: 'L Bottom LL If local Load IL - 4 Pn1 oARoym5sRRiu - OANG-NAIL Spaced S L. chords, they shall be braced @ lO'O" - - O•C• - - ' _ — Webs: Zx 32x 1'' -- ' RLssIoce - Duration of load Limber - zr Nails -Z i WESTERN I L U MBER UI! IVI CO //7to303 - -- Repetitive Member Value .,,,2 (bending only) NATIONAL CITY . ' S CALIF PH 474-3141 • Heo ia.s1 ) .' S S . - ..- 5 5- .5- - - _•5_ I, - / .5 1 5 A/ar :' 4'0,JA/ IZ#itQ'a S SSS5 Trusses shall be erected and fastened Design in .a straight and plumb position. DESIGN SPECIFICATIONS: This design is in accordance with: "Design Criteria for Trussed Rafters", FHA G 4541.1A, Specifications.For t Metal Plate Connected Wood Trusses",TPI 1970 National Design Specifications For Stress Grade Lumber And Its Fastenings NFPA 1971 -- - - - A11115' 7,e6' 2 /,G:a r Where no sheathing is .applied directly to top chords, they shall be braced @ 3'0"ooc. max.; where no rigid. ceiling is applied directly to bottom chords, they shall be braced @ 10,011 0 C maX. _44'fl. . .. £I,° 70 A0 e LUMBER SPECIFICATION): . Top Chord: 2 ,</& a OlL. - Bottom Chord: a x 4 A/c' 2 DL 5 Webs 2v3o# 24 ,(/o3 ,OPZ. LOADIN$:. . Top Chord BotcooChord OL : Total Load IL - p.f jWIOAN-NAuII STIJIDAROTR%RIU ] . Spaced 24" 0. C. ALLOWA3LE STRESS IIiCBESt: . O otto I to it Lo J Re t II e N bar value 1 (bending only) (- IAIC'TrnM L UMBER, VY ) I L.1I' U . NATIONAL CITY CALIF PH 474-3341 2o4 Du~r 7-41 JP I I - , / , " I > / •, " I ; - - -' , —I / /w 1?/AI. AIQT / - - - DESIGN SPECIFICATIONS: This design is in accordance with: - - S - Design Criteria for Trussed Rafters", FHA G 4541.1A S Trusses shall be erected-' rected and fastened "The Design SpecificasionsJor Light Metal Plate Connected Wood Trusses", TPI, 1970 ' — in a straight and plumb position National Design Specifications For Stress Grade Lumber And Its Fastenings NFPA 1971 4/,c 7z> Where no sheathing is applied directly LUMBER SPECIFICATION S: - LOADING: 0 4/P 71) 10L to to top chords, they shall be braced Top Chord X ' A/O 2 /' Top Chord @ 3'0" o.ca max.; where no rigid Battao. LL :;: ,o ifl1OANG-NAIL - ceiling is applied directly to bottom Bottom Chord .2,c4 A/a 2 2pL Total Load Ti, SINDARDTR%jURES Spaced 24 0 C chords, they shall be braced @10,0" - ' S AWAaLE STRESS IhCREASi: r' I fl D4AWIIQ,V. o • c max • Webs au Repetitive Heober VNalle at WESTERN I [1 I1 L U MBER, U • i 1/7 %D3O 3 (bending nip) NATIONAL Clii CALIF PH 474-3'341' AnIe of Load to Axis of Plate 00 _ 450 -. 460 - 900 GN2O 23"/MI,L. .2o/AIi1,L GN80 GN40 • -______________ Code Approval No. .01 BOCA : 418 S ./P 7' FHA ICBO - 1329 SSCC - 7204 fjj GANQ.%!AIL I _ 1,' . (,i) •. .. - S 1 8,251 OF L774 7Vao - x 7; q 7 T"" &A/719- . DIYT" " 41A120 -2 x AV 9 / 1 ..2'-4912,4 .L?47"" -. . /?O-4x46 L77"i t'/2O-6x/O./ele It - GANG NAIL HARDWARE SPECIFICATIONS NOTES: . . Install plates in pairs, one on each. side of joint. : . . •. Position plates symmetrically ,,1 .t__ - aoou ne3 JU.LILL... UE1.L L&IJ . 3 This. 11011 symbol indicates the . - . Manufactured by Automated Building Components, Inc., from galvanized steel that meets or exceeds S STANDARDTRUSSSERIES / ..--i/ • position of plate in relation . S •Plates ASTM A446.67. Ultimate Strength = 48,000 psi Yield Strength = 33,000 psii must bear the registered Gang-Nail 19 trademark. - AIcZTrPN ES TERN LUMBER CO.V'J o wood members U Lull ,I/74'D3 1 457 I -"— 's-v- NATIONAL CITY CALIF PH 474-3341 .4; Ogzowmp Mi 7 _1/_ 7/J i 0 57 ,Wu1nIAIni M\fllO]AA uu aavii i iiaiiu 45d5b =7fr.JczL OW '77 afl /7 114 v0 4p C210 c/0_L : ____________ 17 G77/v//yZ Z7' . , ,Jo I ' 1IAI3 19? 8t rTl N 7 Lj - 1,0 I z; o,'v /fr/ CE X5b/ OX5/ I 70 -' - ' - 1dOR' '2 r ' - = / ,of ESslo 1p 140-18,251 CIVIL / ro 1 = 2 fia 2 2) = 0 594 6'4rj -. /4i74 74 /44 0 I :1'r4 - I I Eae - I Cfrz/- I Z247 9/44i1 WESTERN LUMBER Co NATIONAL CITY CALIF PH 414 3341 '4'v' '" 'V 2/8 71- itti0 Ar A! MG-NAIL C cl ,41=: 27 114 302 80.0 rE/c / i6 X c A 7-;c4 C4C/Afg / C q/ 7 - AF) 4: 3.. 7.5 ra Ab = 1d 2/I2U - - /Lz.... deLaw 14'/d) 4 frI 27 f570fa)' WL'& 2(/.2fAF) zee Z- f/zrAF4 o, 22o° 413 /4co 444 x3A/Or- A=r 5= 1:2! '° 7 /b'° - •r 4-,90o CM21O fri z1L2I 3o4Z' . lb fri L-1 9937 / - 1 Fb 2 ( s5'7) / 2 S2 .. - 2X4Z Z'4iz. ,... " M 1040 /V4/ A/4?T r 2(/ r A#). /75O • q — - .ea 'a .51z . r/OAJ 4x12,4 15 q/.//37(, - fo/O50_P6 75' ' A g1'2q c7.q ••q cqoeL, ,q x&/2=57/d' , Pii q7cc 87 5,x10./ 111, 4x4 r :2/ 25PL') .2x4 /'' 3r 7,0 ell fa. — 2/121A') &__ WESTERN LUMBER Co NATIONAL CITY CALIF PH 474-3341 4,t,/ -0' ,4// /I Ala 7--IJI-7rl Z&V: GANG—MAIL: S •, - • •. - ¶ -•------ ------------ -L.. -- q4' 77' 3l~ AVAIL //16 755 roQ7/4/Z- ,444/Z. (/,zrAq4x/)32 I, — •• • •• •• • , ,•_d • , .• - -,• - - 'oc O.t/e c/t/y - /1EAl-F/ &V 22=4O2 Av &A 7.265 &/8' /, /o ', / qpi ,ø/ (2 475) Xo4 Al ES .,.- -: • - - - • ; I/ \\ lt' /;\';L - -: 5N1:4e ro se 7A/ 8 y (a/L I472r5 jy:: v- 'zfr= 2á7-irf'?ic) J(-8P5/ = 18251 3474 - - —l oe fB/,2c.2/i' 4 21407-//i, \ C1V'L( /—'-5 &/V 2 ' ,2sA rs /O " ' f Ca,v5/ze_5W,54Ae f 7r 0 I 51JPflQeTIJIV4' '-' C - 252 4 Z ic8'7 2(4O -) ,i/o o, f'4/I-S / og 9 — 2 — - -3474 —'S i/ OT4JL e 4 IrTe WESTER N VVLIL LUMBER COS .,NATIONAL -CITY. CALIF PH 474-3341 w//oys or 7r 4:y V V V VV V ?,of ESsl 0,18,251 4/ 244 d i CIVIL( / - 2 7q OF: 7,ZCL 7/4cz4a4A-f 41044. .-4e4- V 7V 72P.-l- 49la/z . A . iS 2L./J -fiZL.F 7 .. _c /2x2x/. 1àr 2 / s WESTERN LUMBER CO rtp7 NATIONAL CITY CALIF. PH 474-3341 EIJ 0! L A//P 7 AZ'/Z /L óN73o3 a - - - ?- Q - Z-FESS/O 71 'o CIVIL,- 2 q 7 r -• r -. ________ / - _ -. - /1/ b;:/-• J54L W o (/4x2xO)/ 4a I o 7q7qk'3 - 737' ___________ - sy: WESTERN LUMBERR--CO c'oe: - .• - / -- '2,-18-yr NATIONAL CITY CALIF PH 414 3341 Al ''- ;*E: /Z&dove. GANG - N A IL 'i:;29 -I STNSOARO TRUU SERIES 'A' 75 /j=/oro_,c2 /2S CPt/ CN02 ,i =j)2 pv8qis ,S 7/*' / .. /115/3 V V 2 2$ V VV V ' V V •- 4/ V - £4 75c4 e4C,,V1 V C V __V__ = V ,lq,42.. /,v7- Oi #E3 • = V V 4.5 //C47' ' zr A/ /e' gzq a,'z.- :' 4.. 3 7r - 2 27i AV= a . e-i Iiie. -- '- - V 1 _4 'C /Z3'0" OA ""o" = / o / — V -- V• J4Z7 - - izrAF,. — = i6/3 I 4... • Alo — ,zq —i s I'a //I- 47r ZZZ-7 Cl/D r34qoA=5,r_= a I, i-b ___ /O/4V . V 02 _J.34.7 /d27 !IL ...!. 4 T __ • Ne7 V 7' 1 2437 O2 7 ,1/2rZ — j4Pa, — cq Pal WESTERN LUMBER co• Dc/pr/AJ: - V• V 547 77 NATIONAL CITY CALIF.PH 4743341 e7 r-1, 72//$ fl4C'O '" a(24.- ner 1i8e Z040 '"• , 34- 5 X? C 10 ii,i/ 1= 2131 4 zr -b •• Al ("I / F %e,e 3Q• / 5>J./ 41, E '1- 0-_/PV V.( 2/ V 126k E'LM TELEPHONE Depal- Building - - V .•'•u - - . VV VV V V V Qtttp of Qad~ab DESIGN CERTIFICATION .RE$EENTJP1LENEBGYi V •• V V Permit No. 8 / tIssue Date.. CERTIFICATE OF CU1PLIICE WITh ENERGY C01:1SERVAI ION DESIGU REOUIREEffS ONTAIUED IN ARTICLE 1 PART 6 TITLE 241, CALIFORNIA PJIL CODE hereby certify that ..I am familiar With the state energy conservation standards mandated in CAC Title 24, Section T20-1401 through T20-1406, and that the plans and other documents" submitted in support of the application for a building permit . at /'37 V V V V Ac1tress V V V V V V V Assessor's. Parcl No. V V V / VDdted : comply with all current requirements of these regulations. Signature £ Ti ti e (Architect, Engineer Contractor, Other.) V • V VV State License or Certificate No 3 /1_0 Date V - - - V - V• Submit to the Building Department with permit application Form 78-101 SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT; LEUCADIA COUNTY WATER DISTRICT BUILDING PERMIT MUST BE APPLICATION FOR SEWER SERVICE QBTAI,NED BY /'/Y5 Owner's Name Olas Construction (Steve) Phone No. 755 6379 Mailing Address 13739 Nogales Drive Del Mar, CA 92014 Service Address: same __________ Tract Description: Esturion Court L t - Costa_Meadows Unit #3 Assessor's Parcel No. 2155.l9nn Type of Building Single family No. Units 1 Connection Fee $1,500.00 Lateral Size: 4!' -- 6" - 8" - Saddle Easement Connection - Extra Footage: ____ @ $________ Extra Depth: @ $ Lateral Fee Amount Rec'd $j.,500.00 Prorated Sewer Ck. No/Cash ln2R Service Fee Date 6/-4/81 Total $1,500.00 Recd By R c.viIi 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 applicant'sbuilding sewer.: The applicant is responsible for the construction, at the applicant'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 AND 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 THESERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. I' 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 commences 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 given is correct and agrees to the conditions as stated. . -' .614181 172 Owner's Signature Date Account No.