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Home My WebLink About1219 STRATFORD LN; ; 85-255; Permit•• - - - APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT Carlsbad, California 92008-1989 (619) 438-5525 V V JOB ADDRESS AV NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE or VALUATION PERMIT NUMBER ZONE - LOT BLOCK j SUBDIVISION " A ESSOR PARC RA CONTRACTORS PHONE * NO 00 . L '? ?c ? 75',&.9 V O NER'S NAME FC~ON;TPIACTOR'S I OWNER'S PHONE _________________________________ PLAN 1.0, # BUILDING SO. FOOTAGE ADDRESS LICENSE NO. ?8.0 OWNER'S MAILI C A DRE SS - Oct__ _ DESIGNER DESIGNER'S PHONE 37~1 i-1+e. 1A,' PitJj DESCRIPTION OF WORK LICENSE NO. 121061857362 $66 I WOM62 J0067 98 riags F/P FLR ELEV. ' NO 0CC GP EDU I I STORIES" I YO NO CENSUS TRACT GP LAND USE7 SPACE RES UNITS I GRADING PERMfT ISSUED I REDEVELOPMENT TYPE 0CC LOAD 7AG q Cc, I f Y O N _AREA REA Y FIRE SPRNSj _)vO N.J — Y0 N No: Valid Unless Machine Certified V QTY. PLUMBING PERMIT. ISSUE -7 150 QTY. MECHANICAL PERMIT- ISSUE ,3 _...-' SUMMARY/ACCOUNT NUMBER - EACHBUILDINGSEWER EACH FIXTURE TRAP , INSTALL FURN. DUCTS UPTO100,000 BTU BUILDING PERMIT 001-810-00-00'8220 V 5(5_so V. OVER100,000BTU , SIGN PERMIT ,O0i-810-00-00'8221 EACH WATER_HEATER-AND/OR VENT a 570 - BOILER/COMPRESSOR UPTO 3 Hip . PLAN CHECK 001'810-00'00-8806 W8. EACHGASSYSTEMITO4OUTLETS BOILER/COMPRESSOR3.15HP - -_V TOTALPLUMBING O01-810'00-00-8222 EACH GAS SYSTEM 5 OR MORE METALFIREPLACE _— ELECTRICAL 001-810-00-00-8223 EACHINSTAL..ALTER,REPAIRWATERPIPE .. VENTFANSINGLEDUCT MECHANICAL 001-810-00-00-8224 I la EACHVACUUMBREAKER , MECHEXHAUST - HOOD/DUCTS . MOBILEHOME O01'810'OO-0O-8225 WATERSOFTNER -'•-5D RELOCATIONOFE_URNACE/HEATER - '. MOBILEHOMEPARKINSP EACHROOFDRAIN(INSIDE) .4" SOLAR 001-810-00-00-8226 STRONG MOTIONI -880'519'92-33 - - 'TOTAL PLUMBING, FIRE SPRINKLERS 001-810-00-00 -8227 PUBLIC FACILITIES FEE 332-810-OO'OO-8930 V OTY. ELECTRICAL PERMIT- ISSUE __ OTY. SOLAR- ISSUE , NEW CONSTEAAMPJSWTIBKR Pt- 3'7 5c) COLLECTORS - SCHOOLFEE -DISTRICT V 1PH •_3PH ' STORAGE TANKS - -_, Carlsbad _L"T' EXIST,BLOG-EAVAMP,SwT,BKR:_-.'V ,- . ROCK STORAGE --..,. Encinilas - 1PH___-3PH , PUMP ' . SanDieguilo V V REMODEL:ALTERPERCiRCUIT - . -. PLANCHECKFEE _- - San Marcos - TEMPPOLE200AMPS - OVER200AMPS - V - LICENSE TAX 001'810'00'00-8162 TEMP OCCUPANCY 130 DAYS) , , - MFF . 880'519-92-57 - CREDIT DEPOSIT TOTAL ELECTRICAL - TOTALV'SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions of this - *Aht OHA PERM'T IS REQUIRED 'OP EXCAVATIONS OVER CERTIFY UNDER, PENALTY OF PERJURY 'THAT ALL INFORMATION HEREON INCLUDING THE I Code Shall aspire by limitation and become null and void If the building or DE AND DEMOLITION OR CONSTRUCTION OF I suthortzed by such permit to not commenced within 180 days from the dale ob such DECLARATIONS.ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is suspended or STRUCTURES GOVERNING BUILDING CON- OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUN1 Y AND STATE LAWS one1ime after theporkis commenced STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIF AND TUR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COST Y S AND APPLICA 'S SI NA for fMood ED DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST GRANTINGOF THISPERMIT. SAID CITY IN CONSEQUENCE OF THE _OWNECONTRACT _,BYPHONE - V I USE BALL POINT PEN ONLY & PRESS HARD 0 I hereby affirm that I am licensed under provisions of.Chapter 9 (commencing with I Section 7000) of DivisIon 3 of the Business I and Professions Code, and my license is in' I I full force and effect. -. - Lie No ______________ Class- 3 —. - - I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec. 7031.5 Bosiness and Professions Code: Any city or c000fy which re-quires a permit to censtrect, alter, improve, demolish, or repair any strocture, prier to its issuance also requires !he ap- plicant for such permit to file a signed statement that he is licensed persoanl .10 the provisions 01 the Contractors License Law (Chapter 9 commencing with Section 7000 01 Division 3 o the Business and Professions Code) or that is en- __ V empt therefrom and the basis Is, the alleges esemption. Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to civil penalty of not more than live hun- dred dollars ($500). CC o I. as owner of the property, or my employees with wages as their sole compensation,' will do the work, and the struc turn is not intended or offered for sale (Sec. 7044 Business J and Professions Code: The Contractor's License Law dons not apply to an owner of property who builds or improves S thereon and who does such work himself or through his owe employees, provided that such improvements are not intend' UI ad or uttered for sale. It. however, the building or improve' Z . moot is sold within one year of completion. the owner-builder - will have the burden of proving that he did not build or im' prove for the purpose 01 sale). - I, as owner 01 the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of properly who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Z Law). . tJ As a homeowner I urn improving my home, and the follow- 4C log conditions exist: I. The work is being performed prior to sale.. 2. I have lived in my home for twelve months - prior to completion 01 this work. UI 3. I have out claimed this exemption during the - " taut three years: ' - 0 lam esempt under Sec. - .B & P.C. for this reason D I hereby affirm that I have a Certificate 01 consent to aelt-inoure, or a certificate of Workers Compensation in. surunce, or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY * -. 0 Copy is tiled with the City - - 0 Certified copy is hereby furnished UI - CERTIFICATE OF EXEMPTION FROM - WORKERS' COMPENSATtON INSURANCE lThis section need not be completed if the permit 19 - to to, one hundred dollars ($100) or less) 0 t certify that in the performance of the work for which V - this permit is issued. I shalt not employ any person in any manner so as to become subject to the Workers' Compen- sation Laws of California. NOTICE TO APPLICANT: If. after making this Certificate at Exemption. you should become subject to the Workers' Compensation provisions or the Labor Code, you must forthwith comply with such provisions or this permit shalt be deemed revoked. r 0 f hereby affirm that there Is a construction lending ' agency for the performance of the work for which this per' - mit is issued (Sec. 3057, Civil Code) Z UI Lender's Name • Lender's Address_____________________ TYPE DATE INSPECTOR BUILDING FOUNDATION dd, 1 ,fl'wr REINFORCED STEEL J 1 '0 MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION i•iii(. I'1". INTERIOR LATH & DRYWALL 7/7.1 /tlt PLUMBING O SEWER AND BL/CO 0 PL/CO UNDERGROUND 0 WASTE D:WATER TOP OUT 0 WASTE 0 V/ATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL . 1 O ELECTRIC UNDERGROUND DUEFER cFqIj. fi'72t. ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPcRARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE. ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL I GAS BUILDING SPECIAL CONDITIONS tN. FIELD INSPECTION RECORD P REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO .. . . - FOUNDATION INSP - •- STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED - CONCRETE .FIELD WELDING HIGH STRENGTH-. - BOLf S SPECIAL MASbNRY - . PILES CAISsàNS.: t - . . \ • FINAL BUILDING.INSP TION .. PLAN CHECK NUMBER 85-255 ' DATE 128'86 I A. PROJECT NAME:. . ... . ..j: I . 4p . ADDRESS 1219 / PROJECT NO - UNIT NUMBER PH/SE NO.:.. vv TYPE OF UNIT SFD NUM E OF UNITS CONTACT PERSON CONTACT TELEPHONE: . . . . • . ----------- •• --•-.--. • .; . all.dept .• . : .. .. . INSPECTED DATE BY:.-____________________ \Cj INSPECTED APPROVED _____ DISAPPROVED INSPECTED DATE BY:• . . . . .•. . . INSPECTED : . •. APPROVED _____ DISAPPROVED INSPECTED DATE %BY:'_______________________ INSPECTED APPROVED DISAPPROVED 1• ...•• .., ,• -. •-. .[ - . . ,.• t. ..• ... . •-, .• . • COMMENTS / : . .• .- . . . . .•• . . • .•'-' .- ... . .. . . • . . Rev. 1186 WHITE Suspense GREEN Engineering CANARY UtiINK Plannin OLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER:- 85 - DATE: 12-8-86 PROJECT NAME ) ADDRESS: - 1219 Strat •. . . . PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: - . TYPE OF UNIT ____—NU OFLJNITS 1 CONTACT PERSON: . . . . CONTACT TELEPHONE: . '. : all dept - INSPECTED - DATE BY: _______________________ INSPECTED: •.- APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________• APPROVED . DISAPPROVED INSPECTED DATE . BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED •: _•_•p__ -- • p -._. . . . ._J., •_.._,a.._. ._ - COMMENTS: Engineering Department . pEC. 10 190l Roy. 1188 WHITE: Suspense GREEN: Engineering CANARY: UtiIItIe PINK: Planning GOLD: Fire; Th rr"r'c FINAL BUILDING BUILDING INSPECTION PLAN CHECK NUMBER 85-255 DATE 12-8-86 PROJECT NAME: ADDRESS: 1219 Stratford - - PROJECT NO:' . UNIT NUMBER: ________________ PHASE NO . :TYPE OF UNIT: SFD _. NUMBER OF UNITS: 1 • CONTACT PERSON: . CONTACT TELEPHONE: all deot . INSPECTED DATE BY: INSPECT APPROVED ______ DISAPPROVED INSPECTED !; DATE BY: . INSPECTED: . APPROVED ______ DISAPPROVED : INSPECTED DATE - BY: ____________________ INSPECTED: __________ APPROVED _____ DISAPPROVED •- 0 COMMENTS: . . -I 4- - . -I . 1° - • . . - • - -. - Rev 1186 WHITE Utilities PINK Planning GOLD Fire CONNECTIONFEE NO UNITS COST PER UNIT TOTAL iFd f NO. UNITS. PUMP STATION FEES -COST PER UNIT _____ TOTAL ,•, .... U . ,. , U ... U - U APPLICATION FOR 'PERMIT TOCONNECT TO CITY SEWER SYSTEM. - CITY OF CARLSBAD MO SE ENGINEE RING DEPARTMENT. ,,.- •.I U U 438-5541..., ISSUED BY -' 'tee FOR APPLICANT TO FILL IN / — DATE ISSUED - BUILDING U U U U • . U r ADDRESS / /'7 7,(' I/ VALIDATION OWNER 3757 f-1 (.L & L . . . . I2/L6/i7d- IUOUO SF MAILING r- U ADDRESS _i4J I S CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING LEGAL DESCRIPTION REMARKS: - EXISTING BUILDING LATERAL CHARGE COMPUTATION U . STANDARD 4" (Max. H. 30', V. 10') OVER H. •FT. OVER 10>.____ FT. STANDARD 6"'(Max.. H. 30', V., 101 OVER 30' H.______ FT.____________________ OVER 10' V. ______@"- FT. TOTAL CONSTRUCTNOST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE____________________ LINECOSTDATA U' ASSESSMENT DIST. NO. FRONTAGE COST PER FT.-TOTAL- OTHER-------;-- LATERAL LOCATION . \11 \ LATERAL NO. INSTALLATION DATE_L_ . U U ./ /cOO.'C' TOTAL CHARGES (LATERAL ETC) -—'_ PINK: Building GOLDENROD: Permitter .47 W HITE:EngIeerIng.. GREEN: - __•.j__l___ ESGIL CORPORATION 9320 CIIESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 1 9) 560- 1 468 DATE: JURISDICTION: PLAN CHECK NO: RS 2 S-5 Li PROJECT ADDRESS: •//9 L,i1 PROJECT NAME: []APPLICANT JURISDICTION PLAN CHECKER 0 FILE COPY 0 UPS DESIGNER U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's bui]ding codes when minor deficien- cies identified 5Le2.OLJ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the Jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that Fl. plan check has been completed. Esgil staff did advise applicant that the plan check has U been completed. Person contacted: - Date contacted: Telephone #___________________ REMARKS: o r Q-ti.ThZn-i I Vo E I F ) Wyon) C— u C iia +1 +o Jho BY: '9QLL6A_. ENCL: ESGL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: DAPPLIC1 JURISDICTION: OPLAN CHECKER 0 FILE COPY PLAN CHECK NO: g 6 - ' 55 '-2 [)UPS O DESIGNER PROJECT ADDRESS: /2/9 577 97/i7 141a PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the.jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's 0 copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: BY: 14 - ENCL:t.'s' FS-G4 CORPORATION UI U APPLICANT COPY CITY COPY 0 PLAN CHECKER COPY Citp of Cart.bab GNCLI. V O4 e 4w L jURISDICTION: DATE PROJECT ADDRESS, 1€/I 577/7IL? ,LM. TO: PLAN COPJ?XON SN!!? SINGLE FAMILY AND DUPt.!! DWELLINGS Plan Check No. •—.Z-. Date plans received by jurisdiction W.0 Date plans received by plan 'checker '"_919/95 Date initial plan check cospl.tsdA.Z2_ny_..Zf FOREWORD: PLEASE READ Tel. (619) Plan check is limited to technical requirements contained in the Uniform Building Code. Uniform Plumbing Cod., Uniform Mechanical Code. National Electrical Cods 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 to 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. .. PLANS ,P Please make allcorrections on the original tracings and submit two new sets of prints. and any original plan sets that may have been r.turn.d to you by the jurisdiction, /? BC: To facilitate recheck ng. p ease dentify sex: to each circled it.., the sheet of the plans upon which each correction on this sheet had been made and return this Check shoot with the revised plans. /Indicate on plans the name of the legal owner and name of person responsible for the preparation Jf the plans. Sec. 302(b) Submit fully dimensioned plot plan drawn to scale showing Location size, and use of all existing and proposed structures on the Lot. Identify property lines and show lot dimensions and all easements. Show location of all cut 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 F or alley to property line and distance from curb to property line. Sec. 302(b)7 41 Plans, specifications and calculations shall I be signed by a California State licensed engineer or architect. (California Business and Professions Code) P!R PRCT!O! 12? 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 an any floor. (Table 3-A Sec. 1709(a) Projections. including eaves. may not extend / more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 304(b) 14/Projections, including eaves shall be on.- / hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sac. 1710 1/. Show location of poronnently wired snoke / detector. Sec. 1210 _ROOM SIZE S,tIC)!!',VVfVILA?!ONS AND GLAZING One room mu..: contain a minimum of 150 square ~2_ feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall f contain at least 70 square feet of floor area. Sec. 1207(b) 21. Window area must be at least 1/10 of the ' floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient In Openable window area must be 1/20 of the / floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (S.c.12051a1 2/. One-half of all required window area must f be openable in 30 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, sundry rooms and similar rooms if required vi are not provided. Sec. 1203(4) it No habitable room, other than a kitchen. I shall be less than 7'0 in any dimension. Sec. 1207(c) 3f. Show that ceiling height for habitable rooms is a minimum of 76. Sec. L27(a) Show ceiling height for Laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0. Sec. 1207(a) Provide 30" clear-width for water closet I compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping f purposes, unless complying as an efficiency living unit. Sec. 1208 3j Specify safety glazing for glazing in hazardous f locations such as glass doors, glazing adjacent to such doors and glazing adjacent jto walking surfaces. Sec. 5406 31 to in shower and tub, enclosures / (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) Sleeping rooms shall have 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 3 ' Eaves and cornices may not project into / a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) 49 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 651 of the long side open to the room below. 4/. The loft you show does not comply as a / mezzanine floor and is. by Building Code definition, a story___________________________ D. EXITS. STAIRWAYS, AND RAILINGS Floors 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 V-8- in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) 4/ Provide 36" high protective railing for / porches, balconies, and open sides of Landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are / adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-9 Provide stairway and Landing details. Sec. 3305(b) & (c) Maximum rise 8" and minimum run is 9. Minimum head room is 61-6". Minimum width is 30". 0 Handrails shall satisfy the following: Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305(j) c Handrail projecting from a wall shall have a space not less than 1 1/2" between ewa de e han gr. portion of handrail shall be not less than 1 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. 3305(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 f a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(i)2 Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see attached) Provide spiral stairway details: f 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. 3305(f) 5j. Provide Z.C.3.O. 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(a)48 and Sec. 306(f) SI 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. 3305 6/. Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) The walls and soffits of the enclosed useable / soace under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m) 6/ Minimum construction specifications shall / be made a part of the approved plans. (See attached) B. ROOFING Specify roof pitch. 7. Roof pitch is not adequate for roof type specified. Specify minimum pitch of__________ Specify roof material and application. 7/. Specify t.C.3.0. approval number for roof / materials not covered in UBC. 7(. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) 7. Show roof drains and overflows. Sac. 3207(a) 7/. Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICHO approval number. 71c. Provide plastic roof panel details to show compliance with Section 5206 or provide XCEO number. /8. Show attic ventilation. Minimum vent area f 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(c) MASONRY Provide fireplace construction details or ( note construction to be per attached fireplace standard drawing. Sec. 3707 86 Show veneer support and connections comply with Sec. 3002, 4.5.6. and Sec. 2516(a) regarding ties and 89 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. 8/. Show height and construction details of all masonry walls. Chapter 24 e/. Note that cleanout openings shall b&provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspecion. 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 f2. 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. f4. Note that special inspection of the masonry will be required for___________________________ GARAGE AND CARPORTS 100 Garage requires one-hour fire protection an the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec. 503(b) lfr'1".All elements supporting floor above garage /' to have one-hour fire-resistive protection on the garage side. Sec. 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 8" post. Z4W 'Do ( W'JO'Z I—oc)Ya 5' *c. t C L4S 2) Z#.. 4 a I (,AuO Slg,' 11 f 191 Show 1 3/8" solid core self-closing door ( for openings between garage and dwelling. Sec. 503(d) tyI. 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 stationary 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 1 or 2'8". Table 24-I 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 egress 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 18" raised platforms for any FAU. / water heater, or any other device which may generate a flame or spark. 194. Note that continuous fire wall protection / shall be installed behind raised platform(s) / prior to framing platform. H. FOUNDATION REQUIREMENTS Note on plans that"A soils engineer shall f evaluate any unanticipated uncompacted fill or expansive soil or other soil problems J disclosed during construction". Sec.306(a)12. 1/0. Submit soils classification determination f 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 Note on the plan the soils classification. f whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 122 The foundation plan does not comply with the soil report recommendation for this projectIZL?rpoivZ4e C.(,-Iô1.I0 M4 11(. Provide notes on the foundation plan listing I 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: the building pad was prepared in accor- dance with the soils report: the utility trenches have been properly backf ii led and compacted, and: the foundation excavations, forming and reinforcement Comply with the soils report and approved plan." Provide spread footings for concentrated loads designed for 1.000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 12 Show height of all foundation walls. Chapter 23 I . Note cross bridging or blocking. Floor '4 joists and rafters more than 12 in depth Show height of retained earth on all foundation and spanning more than 8 feet shall be walls. Chapter Z3 supported laterally by bridging at ustervals '. Show distance of foundation to edge of not exceeding 8 feet. Sec. 2506(q) cut or fill slopes and show steepness and L%. Show blocking at ends and at supports heights of cuts and fills. Chapter 29 / of floor joists, and for rafters at exterior Note on plans that wood shall be 6" above walls. Sac. 2506(g) finish grade. Sec. 2417(c) 7. i?. Show solid blocking at ridge line and Note on plans that surface water will drain / at exterior walls on trussed roofs. away from building and Show drainage pattern I Sec. 2506(g) and key elevations. Sec. 2909(f) tfi'. Show double joists. Floor joists shall Dimension foundation per Table 29A. be doubted under bearing partitions running / parallel with the joists. Sec. 2518(d) S l/'6. Show rafter ties. Rafter ties shall be TABLE NO. 29'A—FOUNDATIONS FOR STUD BEARING spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not ...., _ I1t ye&aa&4. CC'. 4J401(iI 1)4. Show rafter purlin braces to be not less than 45 decrees to the horizontal. Sec. 2518(fs) LI. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) 15/. Show double top plate with minimum 43" lap splice. Sec. 2518(9)4 11c. Show nailing will be in compliance with Table 25-P. top story and roof space, at ceilings Where unusual conditioun or frost conditions are found. footings and and floor levels in interior and exterior foundations ihall be as required in Section 2907 (a). walls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greeter than top ol the footing. , 10' horizontally or vertically, between stair stringers at top and bottom and y Show foundation sills to be pressure treated, between studs along and in Line with stair run adjoining stud walls and partitions, or equal. Sec. 2517(c) 3. at perimeter of sliding door pockets. ,{. Show foundation bolt size and spacing, between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and Specify size, !C30 number and manufacturer at other places that could afford passage of power driven pins. Show edge and and of flame. Sec. 2517(f) distance and spacing. Sec. 306(f) 1)/. Show stud size and spacing. Maximum allow- Show size, inbedment and Location of hold 3x4"&2x60 16o.c. is 20'. Sec. 2518(g)2 able stud heights: 2"x4'1 16" is 14: down anchors on foundation plan. Sec. 2312(f) (1 D36 Note on plan that hold down anchors must 1/. Note an A.I.T.C. Certificate of Compliance be tied in place prior to foundation inspection, for glued laminated wood members shall Sec. 2312(f) be given to the Building Inspector prior I t Show adequate footings under all shear • D o erection. Sec. 306(f) etail all post to beam and post to footing walls. Sec. 2311(e) connections. Sec. 2517(c) 4 )JC Show stepped footings for slopes steeper 175 Specify nail size and spacing for all than 1:10. Sec. 2907(c) g1.• hear walls, floor and roof diaphragms. Y Show minimum 18" clearance from grade to 1 A ndicate required blocking. Maintain bottom of floor joists and minimum 12" maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517 (Tables Z,J.). Show pier size, spacing and depth into Show 3"z4" or 2"x6 studs in first story ikt undisturbed soil. Table 29-A of three story building. Sec. 2518(f) G Show minimum under floor access of 18"x 24" Sec. 2517 Provide truss details and truss calculations. g / 9. J Show minimum under floor ventilation equal 111 Provide roof framing plan. Sec. 302(a)7 to 1 1/2 sq. ft. for each 25 lineal feet Provide framing sections through_____________ of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- Section 302(a) 7 1y opposite sides. Sec. 2517 -.• DEPTH of FOUNDATION - WIDTH TNICXNCSS BELOW NUMIES NICENESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (lakes) ,Inches) (Inch.,) OF GROUND AND FINISH CONCRETE UNIT MASONRY CIAO[ (Inch.,) 1 6 6 12 6 12 2 8 8 13 7 18 3 10 10 18 8 24 NOTES: -- 17?'. Provide fire stops between stories, between FRAMING )4. 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. 1 Grade Douglas 46 Fir-Larch 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 every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(g)S Inem *vs 'Irt4,000 C4TJ)& GtCD i4EV4I.T 1b l0tflQ o "dI) ci'eu S4uccO C. Py lor tI, -v 1 c,. .4'li '(rk\ header £pv. eoay eL no.0 u5nii over ' 4' wide. Sac. 2518(g) 7 18 . Provide ons for 0 .1' k, i Section 1021&1'7 l2. In areas subject to water splash and in I exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grad, and shall bear on a metal bas. plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. S. 43I3c!))'1'1UEIC Dawn, siorLo) RPpi)( i't ')aje 'SsLa rivz.nt Show location of attic access with mjnjmun 2( Show access to the attic or under floor size 22' x 30'. Sec. 3205 furnace to be minimum 30 inches y 30 , Show draft separation for attic areas inches. Sec. 708 709 UMC in excess of 3,000 sq.ft. Sac. 3205 2/4'. Note that passageway to the attic furnace Sh ow draft separation, for space between shall be unobstructed and have continuous O dropped ceilings and floor above in excess solid flooring not Less than 24 inches wide. Sec 708 UMC of 1,000 sq.ft. Sec. 2517 p Show permanent electrical outlet and Specify plywood grade and panel indenti- lighting fixture controlled by a switch fication index. Table 25J for the attic furnace. Sec. 708 (INC When roof pitch is less than 3:12, design . Show details to comply with Section '709 ridge as a beam. Sec. 2518 (h) 'for furnace under the floor, Section 708 for attic furnace, or Section 710 for I/ Woodi s sheer walls shall not be used to roof or outside furnace. rest horizontal forces contributed by Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sac. 2516(b) less shall be effectively draft stopped Ø . Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. USC Sec. 1706(06 board and gypsum wallboard shall not be used in vertical diaphragms to resist N. ELECTRICAL (National Electrical Code) forces, imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I Cod 0. If cripple wall studs are less than 14'. framing shall be solid blocking. Sec.2518(g)6 Note on the plan the amperage of electrical service. l. Cripple wall studs exceeding 4 feet in If the electrical installation is more height shall be 3 inch by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories, and orovide a single line diagram and J X Sec. 2518(g)6 load calculations including: Show plywood sheathing over exposed eaves, b. Sizes of all conductors, switches, a. Wiring method employed. or other weather exposed areas, is exterior ' circuit breakers, fuses, and conduits. grade, Sec. 2517(g) C. Approximate length of service feeders. Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses. /4. e. Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) Provide an approved waterproof building Dwellings require minimum 100 amp service. 'Specify an approved flashing for exterior Show location of all electrical receptacled. 19 openings and parapet walls. Sec. 3208 Electrical receptacle locations and/or Show corridor width to be minimum 18'. spacing is not adequate in WL'.. 3)+,W..D Sec. 3304(b) 3. Y17. Specify truss layout for 30' x 30 attic 34'. At least one receptacle shall be installed outdoors, in basements and attached garages, 17/ access, least one size larger than supported Show minimum dwelling lighting (NEC . Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b) rafters. Sec. 2513(h) 3 Art. 210-26(a) and GF±S in garage, baths 1P Provide metal straps across ridge beam and outdoors. NEC Art. 210-8(a). and rafters. B Note (JFER" ground to be provided (NEC). J. Art. 250-81 ( MECHANICAL All heating, ventilating, and cooling systems A Macand appliances shall comply with the Uniform hanical Code. Show the size, location and type of all L. PLUMBING (Uniform Plumbing Code) 4 IM, pumbing Code. heating and cooling appliances or systems. All plumbing shall comply with the Unifrom 236 Show water heater size, type and 0 Show source of combustion air for furnace location on plans. will comply with Chaper 6, U.M.C. 6V 2p~.Every dwelling unit shall be provided with / Show method of providing combustion air heating facilities capable of maintain ing a room temperature of 70 F. at 3 / / to fuel burning water heater. Sec. 1307 ( C' feet above the floor in all habitable S. Fuel combustion water heater shall not be rooms. Show basis for compliance. UBC / installed in bath or bedroom or in a closet Sec. 1211 opening into bath or bedroom. Sec. 1309 Show minimum 30' deep unobstructed working /2. Provide adequate barrier to protect water space in front of furnace. heater from vehicle damage. Sec. 1710 I / manufac- turers listing. Sec. 704 (INC show route of discharge line to exterior 21. Note on plans.clearances to be per Show T and P valve on water heater and 2.4( 294'. Furnace shall not be installed under any Sec. 1007(e) 2,1 stairway. Sac. 704 (INC /2. Provide dryer vent to outside. (INC Furnace shall not be installed in any Sec. 1903 bedroom, bathroom, closet, or in confined 2.4 Note on the plan that hose bibbs and lawn space with access only through such room, 1 sprinkler systems shall have approved unless specified as direct vent appliance, backf low prevention devices. Sec. 1003 enclosed furnace or electric heating appliance. 20' Sec. 704 UMC 244. Shower stall shall accomodate a 30circ1e and have a minimum floor area of 900 sq.in. Show IC3O approval for prefab fireplace uc 909(d) at ob site. p. OL UJ6L. 5'f S and provide approved installation instructions °°'1/0 CaM fLL ".0 %4t1 OS )t q" Cse Cit 'p 3$'. 4. NOISE ZMSUIJ.TtCN (OUPtZXESP 5110w .ie.a&s at upl.s romeon pirtyl w.alls / and faor. :sjiinq aasumoties to acn&eve a Sound 7r3nSALSSLOn .laa TI racing in wills at 5) deCiblee .utd an Impact JnSUl&C&an CLASS ICliI racing on elour. / ceiling of 50 d.ctml.s. 71c1'. 23 Show now penetration of aaaDliss for / piping. electrical devices. CGCGGS04 cabinecs. batntuns. soffits. or heating ventL4tLtig. or eanaust duc--S small be seal.d. Lined. or insulated to maintain required sound / transmission racing. TWO 23 iØ. Provide insulation in walls and ceiling to aonive STC of 50 between garage and Living area if garage use is not controlled by resident Title 23. Note at the exterior wall fireplace P:r.place to law. •inlmus six square inches of outside air: to have glass or metal door covering the entire opening of the firebox: to have tight-fitting damper with readily accessible control and should not have a continuous burning / pilot light. Note ducts shall comply with Chapter 10. 1976 UNC and shall be tightly sealed with mastic or tape. Note at the water heater location*water heater to have wrap of R-12 external insulation. Note, where water heater is in unconditioned space, the first five feet of outlet pipe to have R-3 wrap. Note 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 efficiency of not less than 25 lumens per watt i.e. florescent. Mote that heating or cooling systems (except heat pumps) shall have an autcmstic thermostat with mechanism which can be manually programed to automatically set back the thermostat set points for At least two period. within 24 hours. Show the size, type and location of the space heating (or cooling) system and provide energy calculations if the output 5753/Hr. exceeds 45.000 1713/Hr. output. 3hzw make and model for PAM and meter heater are on State approved list. 291. Outdoor poets WLtn fossil fuel heaters require pool covers as wall as otner energy saving devices sacs aa tise clocxs, ccc. ?20-1 406 0. MISCELLANEOUS 11?: Show a minimum 2 air space and flashing between planter and building walls. I Sec. 2517(e) 39t. Specify material to be used under the shower tile. Sec. 1707(a) /3 - Specify Lath and plaster to comply with Chapter 47, USC. I. RNICROW CONSERVATION: Pt.... Read New State Mandated Regulations (Calif. Admin. Cods) b.c..e effective Jun. 16. 1983 and require that the design satisfy one of the alternative energy packages (see attached packages A. B. C. 1. 2. 3. 4 and Al 163). The law also requires that many mandatory Cq1surVaiOn items be satisfied. llP.Dis in zone _Zo1l.1 Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit. California Energy Commission. 1111 (ow. Ave. I-50, Sacramento, California 95825, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone 9otlin. between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. 272 Show on the title sheet of the plans, the alternative energy package that was selected i.e. A. B. C, It 2, 3, 4, or AS 163 to show compliance, and provide calculations and other data. appropriate to that selected package. 27 The responsible designer should sian a statement, on the plan title sheet. The design submitted substantially conforms to the Energy Regulations for Residential Buildings'. 274 Show the r value for the walls and uHPE csi4-In and related areas. TY 2 Note that the insulation used shall comply with California Quality Standards. Note the insulation installer shall post a signed certificate, in a conspici place in the building, stating the Insulation complies with Title 24, Chapte 2-53 and Title 20, Chapter 2. Subchapter 4. Article 3. y4. Mote doors and windows, including skylights, between conditioned and non-conditioned space shall be fully weatherstripped. 278 Note on the framing plan that weather- stripping, caulking or sealants must be used to limit filtration in the building envelope at the following locatioaai Exterior joints around windows and door frames: between wall sole plates and floors. and u..twwen exidrior wail paneis penetrations in walls, ceilings, and floors (or plumbing, electricity, and gas I:n.5: openings in attic floor.: and all other openings in the building eflvelop.a. 27 . Note that doors and windows to be certified and laceled as complying with the Energy , Regulations. Note fans exhausting air to have back draft dampers. f 104A two 3/4 copper pipes must be installed from water heater Location to convenient location Of future solar panels (City Ord.) 305. provide sleeves (roof jacks) in roof for Y 4' two future 3/4 copper pipes to cunvenient location of future solar panels (City Ord.) ,30 . Note that solar water piping is to be insulated y j in areas that are not heated or tooled. (City Ord.) 0 Building plans are substantially correct and complete. By: Date:_______________________________ C Building plans would be substantially correct and complete Is minor corrections are made at counter. By: Date: uilding plans require major corrections and C omplete plan recheck, by plan check engineer, is çequired. By: Date:- If you have any questions arding this plan chçk. please call _i I at (q) O1#,S we would also be pleased to mast with you, at no charge, if additional assistance is needed. ACCEPTABLE HANDRAIL DETAILS [Section 3306 (1)1 Section 3306 1982 EDITION - UNIFORM BUILDING CODE ACCEPTABLE HANDRAIL DETAILS [Section 3306 OH (j) Händrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. EXCEPTIONS: 1. Stairways 44 inches or less in width and stairways serving one individual dwelling unit in Group R, Division 1 or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have handrails provided on the open side or sides. Private stairways 30 inches or less in height may have handrails on one side only. .. Stairways having less than four risers and serving one individual dwelling unit in Group R. Division I or 3, or serving Group M Occupancies need no: have handrails. . . Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads.. They shall be continuous the full length of the stairs and except for private stairways at 'east one handrail shall extend not less than 6 inches beyond the top and bottom risers. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall be not less than 1¼ inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 11/2 inches between the wall and the handrail. . . 1W MI NOT ACCEPTABLE NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EOUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION 3306 (j) — W6V ,iL.I. . VLJ INIC.14 r14x - I 1fl k4L 1t2 W196 F2.JOI Il-ri, 4' U \\.' ,.— L eA. 4F4 I- ' ••• 11 1I , I"X7 I4,hl 49e" MIZT _ • .-çkc Pr ______) J 11Ttiiiii 2 '2 L •to — I Anchored Veneer Sec. 30.104. (a) Masonry and Stone Units IS Inches Maximum In Thickness). Masonry and stone veneer not exceeding 5 inches in thickness may be anchored directly to structural masonry, concrete or studs in one of the following manners: I. Anchor ties shall be corrosion-resistant, and if made of sheet metal, shall have a minimum size of No. 22 gage by 1 inch or, if of wire, shall be a minimum of No. 9 gage. Anchor ties shall be spaced so as to support not more than 2 square feet of wall area but not more than 24 inches on center horizontally. In Seismic Zones No. 3 and No. 4 anchor tics shall be provided to horizontal joint reinforcement wire of No. 9 gage or equivalent. The joint reinforcement shall be continuous with butt splices be. tscen ties permitted. When applied over stud construction, the studs shall be spaced a maximum of lh inches on centers and approved paper shall first be applied over the sheathing or nres between studs except as otherwise provided in Section 1707 of the Uniform Building Code, and mortar shall be slushed intq the 1-inch space between facing and paper. As an alternate, an air space of at least I inch may be maintained between the backing and the veneer in which case temporary spot bedding may be used away from the ties to align the veneer. Spot bedding at the lies shall be of cement mortar entirely surrounding the ties. 2. Veneer may be applied with 1-inch-minimum grouted backing space which is reinforced by not less than 2-inch by 2-inch No. 16 gage galvanized wire mesh placed over waterproof paper backing and anchored directly to stud construction. The stud spacing shall not exceed 16 inches on center. The galvanized wire mesh shall be anchored to wood studs by galvanized steel wire furring nails at 4 inches on renter or by barbed galvanized nails at 6 inches on center with a I Ye-inch minimum penetration. The galvanized wire mesh may be attached to steel studs by equivalent sire ties. If this method is applied over solid sheathing the mesh must be furred for embedment in grout. The wire mesh must be attached at the top and bottom with not less than 8-penny common wire nails. The grout fill shall be placed to fill the space intimately around the mesh and veneer facing. (b) Stone Units (10 Inches Maximum In Thickness). Stone veneer units not cx- cct.ding 10 inches in thickness may be anchored directly to structural masonry, con- ode or to studs: I. With concrete or masonry backing. Anchor ties shall be not less than No. 12 gage galvanized wire, or approved equal, formed as an exposed eye and extending not less than ½ inch beyond the face of the backing. The legs of the loops shall be not less than 6 inches in length bent at right angles and laid in the masonry mortar joint and spaced so that the eyes or loops arc 12 inches maximum on center in both directions. There shall be provided not less than a No. 12 gage galvanized wire tie, or approved equal, threaded through the exposed loops for every 2 square feet of stone veneer. This tie shall be a loop having legs not less than IS incises in length so bent that it will lie in the stone veneer mortar joint. The last 2 inches of each wire leg shall have a right angle bend. One inch of cement grout shall be placed between the back- ing and the stone veneer. 2. With stud backing. A 2-inch by 2-inch No. 16 gage galvanized wire mesh with two layers of waterproof paper backing shall be applied directly to wood studs spaced a maximum of 16 inches on center. On studs the mesh shall be attached with 2- inch-long galvanized steel wire furring nails at 4 inches on center providing a minimum I/s-inch penetration into each stud and with 8-penny common nails at 8 inches on center into top and bottom plates. The galvanized wire mesh may be at- tached to steel studs with equivalent wire ties. There shall be not less than a No. 12 gage galvanized wire, or approved equal, looped through the mesh for every 2 square feet of stone veneer. This tic shall be a loop having legs not less than IS inches in length, so bent that it will lie in the stone veneer mortar joint. The last 2 inches of each wire leg shall have a right angle bend. One-inch minimum thickness of cement grout shall be placed between the hacking and the stone veneer. a. Date/(/ Jurisdiction - Prepared by: Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO._255-2 BUILDING ADDRESS -/219 5-/'z2 2N, APPLICANT/CONTAC.T I-' /-z PHONE NO. 7Z,9 75Z BUILDING OCCUPANCY j~'— DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V— N CONTRACTOR PHONE___________ \ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Z c2 . . 00 &4T. 41c '41.o = 1DfL4L Air Conditioning Commercial Residential Res. or Comm. Fire SDrinklers Total Value Fee Adjusted To Reflect DEriergy Regulations (Fee x 1.1) QHandicapped Regulations (Fee x 1.065) Building Permit Fee. $ Plan Check Fee $ S 049 1 &P d . $ COMMENTS: 8/'/82 -- -.-.. - - - - - - - - -. - PLAN CHECK NUMBER Z(ADDRESS/Z/, DATE PLANNING: TYPE OF STRUCTURE SCHOOL FEES: SAN DIEGUITO" CARLSBAD__________________ % COVERAGE________________________________ BUILDING HEIGHT__________________________ FENCES/WALLS________________ --1--- TWO CAR GARAGE______ ZONE:______________ ENCINITAS SAN MARCOS REQUIRED SETBACKS____________ FRONT SIDE REAR 7! ' CCMENTS: LLJ Jj REDEVCLOPPIENT APPROVAL REQUIRED: . re Cr LANDSCAPE PLAN COMMENTS:__________________________ ENVInC;ENTAL REQUIRED:_____ ADDITIONAL COMMENTS: 011% TO ISSUE: g DATE: -Z TO FINAL: DATE:_ EMGINEE!UNG LEGAL DESCRIPTION VERIFIED?_ A.P.N, CHECKED?_ P.F.F. PARK IN LIEU R.O.W: k _c' IMPR3VEMEN )c'57 U, JL 'S. - LU SEWER: ________ p&TT LATERAL: 4cd p DRIVEWAY: .eujc.. GRADING PERMIT: RA I NAGE: ?P-z VQ> g Co py cw- ap 046 ASEMNTS: DLuoAL COMi4ENTS: OK TI) ISSUE: .. DATE:_/L_ INSPEC ON REQUIRED: r PUBLIC WORKS INSPECTOR: . ------ FINAL OK: - DATE: - J IF THIS-ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS/ (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) / STRUCTURAL CALCULATIONS FOR FURRER HOUSE PREPARED BY : PIERRE R. ,DOMERCQ CIVIL ENGINEER 2532 RECHE.ROAD FALLBROOK, CA, 92028 619-728-4844 4ou I E,791#eer CA ?eloe8 Cec / 7?€cAe oqd I (i9-78'/ 4",' R0 LcL QL LL Aav)ka S, 61411 es 2 (ec. 7)i.16 rUck1-11 s' T ;-.i- a, rRD LosL'r,9 c,rr40 x4-e,r w Z.q-) 379 10.0 (&4 c S E-1\oor'Loo ~'tna— DL LL Locloa 10 1-4 o- \7 L17 ¼- ic\ ?L(I 377 9'?.. •'..'- - / * "p OF CA 7erre6rrTerJC? CIWEr 3a&he cQcl liboo CA 90 (1'/'r- 7s-'q84"/ \ a /c€, Ilk JzD4 Mcioryi ckAl\ plc - r-c, /e •1M'-o t' b[e e,y, I o - . 17 4 \awR6 (,P- IL, .. C) 1 L4 .'i.ø'(, )'rn jv e F-M' y R0c,i 1 Lf (c, " 79/4 '°/e:) IL M -ta, ie. z I - - - S - I 15cyc fl iasv 1a nt A V 5•4 ,(i4.s—(z '!)) - L,rl'4 ? — I- a If Ix. %'L5 t7B :,Br7Il M Lc 3 8 L -? CC, CQ •q -: L)s (ia DFL kNcyr kror B4- ( jL7 Lo89 kosct , eie ' ç3ST c) ESSi0 ci 0 No y-1-8682 Fur'r'r' I 2(Vi( I 25eehe 1Ifbicx ,t 07 9a Check c'i L17K ( 10 -Y, 4. Y, ) : 4 .-3a 'kilouj 3(.0 —'I 71 - 5,cl4jlx c45-x - - 8Lk 7OO,00 I-M'<tQ 0iM L) Hio I 0 1 0 Loccr - €riov'' LL)R,U 2- -v- '17 aa4 54 7 —L S '3Lfl )(IQX.. - 8K O B'4 7 X- ( 10 - (L -1 1 K~)In Y, '..E OF ct\-' Rve Domer"c7 1 J cJ U eche 'Koqd _ 4eck 7 cZ ver- •L - C11 L 5x547 10 Y, 4 - 84 I1 7DO1OOx U%e j'-1'(loD'P-a( -1ORo..rN4-L. t4 Lack.Al'rl —9 CeCcE i0a , I.O r 9iO:3O' V : KC1 v-= \/z 8(oW (f1 \OFCWY FRe 2 ti/ E /lq /7eert? ec& 7ed fbqo8 - e CDo 5. OO Sox I D " c 2'' L&)/aa 1ckL ct4- 1c l a 82 Frt44'e l,ercx7 Cyi/ riqireer ire oQd C4 ?08 (,19-78-'/'fY P,1o j'ecI Fw -'r"er __Ckeck FI-,o'14- w,,4 tL?/ t003 W e357 4 P-73 14 0 \1 . 3.'5 L7I l oo '& T 1 IOQ KLo Ue (3 aod AJ/41 4 •( . II D0 C ivI I 53eehe 'oq d R(fb,"ook, CA9eo.3 (i9- 7e8- 'i8it Pr-o 2QIC. ?)eitkQycØ1 Cice& 7 o GatfrQ9e "7 38S - 13c) , 3/8ty tococ i/1 ri( M c$ ecLces ii"Ul- OF & JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 AUGUST 6, 1985 Louis FURRER 3751 YVETTE WAY CARLSBAD,. CA 92008 SUBJECT: PRELIMINARY SOILS INVESTIGATION SITE: 1219 STRATFORD LANE CARLSBAD, CA 92008 To WHOM IT MAY CONCERN: AT YOU REQUEST OUR FIRM HAS COMPLETEDA PRELIMINARY INVESTIGATION OF THE NATIVE SOILS AT THE ABOVE SITE. WOOD FRAME OR CONCRETE BLOCK WALLS ON CONCRETE SLAB OR RAISED FLOORS OR COMBINATIONS THEREOF IS THE ANTICIPATED BUILDING TYPE. THE SITE TOPOGRAPHY SLOPES GENTLY FROM NORTH TO SOUTH, AND THE LOT IS OPEN WITH A LOW GRASS/WEED COVER WHICH HAS BEEN USED FOR EQUIPMENT PARKING. CONVENTIONAL HOUSING SURROUNDS THE LOT. A 3' RETAINING WALL SUPPORTS THE WESTERLY PROPERTY LINE. THE SOILS ON THE SITE CONSIST OF A LIGHT TAN, DRY, FINE SILTY SAND (SM AND SW PER THE UNIFIED SOILS CLASSIFICATION) TOP SOIL OVER A RED BROWN SAND (SW PER THE UNIFIED SOILS CLASSIFICATION). SAMPLES OF THE SOILS WHICH WOULD IMPACT THE DESIGN PARAMETERS WERE TAKEN AND COMPARED WITH SIMILAR SOILS AND TEST RESULTS FROM THE IMMEDIATE AREA- FOUNDATIONS FOUNDATIONS SHOULD BE SIZED IN ACCORDANCE WITH TABLE 29-A OF THE UNIFORM BUILDING CODE AS A MINIMUM. FOUNDATION DESIGN FOR SPREAD AND ISOLATED FOOTINGS SHOULD BE BASED ON AN ALLOWABLE SOIL BEARING VALUE OF 1500 PSF FOR FOuNDATIONS SET AT LEAST 12" BELOW THE LOWEST ADJACENT FINISHED GRADE AND HAVING A MINIMUM WIDTH OF 12". ALL CONTINUOuS FOOTINGS SHALL BE REINFORCED WITH TWO #4 BARS ONE AT 3" ABOVE THE BOTTOM OF THE FOOTING TRENCH, AND THE OTHER 3" BELOW FINISH GRADE. SQUARE OR ROUND SPREAD FOOTINGS SHALL BE REINFORCED IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS DESIGN, BUT IN NO CASE SHALL THE REINFORCEMENT BE LESS THAN #4 BARS AT .12" O.C. IN EACH DIRECTION. 0 PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING • SOILS TESTING . SURVEYING SLAB ON GRADE FLOORS PORTLAND CEMENT CONCRETE FLOOR SLABS SHALL BE CONSTRUCTED 14" IN NOMINAL THICKNESS AND HAVE A REINFORCEMENT OF 6"x6"xlOGA.xlOGA. WELDED WIRE MESH AT THE CENTER OF THE SLAB. AN ALTERNATE REINFORCEMENT OF #3 BARS AT 214" O.C. IN EACH DIRECTION IS RECOMMENDED. ALL SLAB FLOOR CONSTRUCTION SHALL BE UNDERLAIN BY VISQUEEN. GRADING ALL GRADING SHOULD BE DONE IN COMPLIANCE WITH THE APPROVED PLAN, AND IN ACCORDANCE WITH THE GRADING ORDINANCE OF THE CITY OF CARLSBAD. GRADING SHALL BE DONE GENERALLY IN CONFORMANCE WITH THE ATTACHED STANDARD SPECIFICATIONS FOR THE PLACEMENT OF COMPACTED FILLED GROUND. No SEEPAGE WAS NOTED ON THE SITE DURING OUR INVESTIGATION NOR WAS ANY WATER TABLE ENCOUNTERED. CARE MUST BE TAKEN IN BACKFILLING UTILITY TRENCHES SO THAT ADEQUATE COMPACTION IS OBTAINED AND SETTLEMENT IS MINIMIZED. y &. /~/- 4/1 f~ JOHN E. VERNON R.C.E. 21121 JEV/DL SEE ATTACHMENTS - 2 - - i1-le a&1 4O CE — CLsc-D CLT1 -T 7 / FORN 2 Bui1din Shell Measure Points R-3Q a- Glazing Total. %Floor, Area Single Double Triple North-Facing . .o S.Lt¼ 17! ft2 - ft2 _____ft2 East-Facing . . . p.s. Z •L ft2 -ft2 ______ft2 South-Facing . . . 9 ft ft2 ft2 -f _____ ______ West-Facing ... • I ft2 _____ft2 ft2 Skylight . . . • . () 7. ft2 ft2 . • • • Shading Coefficient (exclude overhang) a. East . . . . . . . . . • . •• . • . .0 SC . . • • . • b e South . . . . . . . . . . . • • • • 0c SC . . • • • . c. West . . . . . . . . . . . . . . • _c SC . . .... . d o Skylight • . . . . . . . . . . . . - SC . • . . . . Horizontal South Overhang Length . . . . 9 ft • • . . . Movable Insulation, ¼ Floor Area •. . . - o A . • . . . • Infiltration (indicate Standard or Tight) Thermal. Mass Exterior Wall Thermal Mass Area, Heat Capacity, a-value • . ft2, NC, R Interior Thermal Mass Area, Heat Capacity, K-Value . • & ft2, .7 NC, K-_____ EVAC Svstem** Gas Furnace Without Refrigeration Cooling (Seasonal Efficiency) . . . . . . . . . . 75 SE Heat Pump (Energy Efficiency Ratio) . . . . . . . . EER 1-4 /A Gas Furnace with Refrigeration Cooling [Seasonal Efficiency (SE) Seasonal Energy Efficiency Ratio (SEER)] . 0 • SE SEER WA _____ Active Solar (Net Solar Fraction, ¼) •. . . . . . . %NSF jr Zonally Controlled Electric Resistance Space Heating . . . . . . . . (Yes/No) N4o. Domestic Water Heating** Solar With Gas Backup (Net Solar Fraction, ¼) • • . . 70 %NSF + Other Water Heating (Describe type) Poitc System Compliance Total (must be greater than or equal to 0) 42 - items; not a point system measure. **A ttach documentation for efficiencies and NSF. *Total Floor Area . . . . . . . . . . . . . . Slab-on-Ground Perimeter ft; Depth in Rased Floor R-Value. .. .. . . . .... •1 Ceiling Insulation or Construction Assembly, R-Value . . . . . . . . . • • • Wall Insulation or Construction Assembly, a-value es47'g OP - - c,ri I toil" I '\5z_-c A — er— I •- fr/009' (a7 7)_(5 4 ii-3):: iO'3 wo .0o 14.0)-(7.0K So) aoSa 7w8- (o,cZ.$)(15xz.&)4(tQcx. (o.74-(Z.5x 50' o Lfl,z 7 Z.O%t - kki€ri QOUT1L'JP S&o-Q e 8' .ee o o CD 4C. CI I—. '5c