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Home My WebLink About2561 GREGORY DR; ; 86-320; Permit(h Z 0 W a APPLICANT TO FILL IN iNFORMATIIW.WITHIN SHADED' RIE'A AND DECLARATIONS. -CARLSBAD BUILDINd DEPARTMtNT' APPLICATION & PERMIT Carlsbad, California 92008-4859 VALUATION. PERMIT NUMBER JOB ADDRESS AV. ST. RD. NEAREST CROSS ST. DATE OF APPLIC~j .-S C ENSE # 7 4e5?<::5y1 V LU" -5-1;?— [ZONE LO Br ASS7~? ,,4FBDI VIS~?N PARCEL NO. CONTRACTOR 717e, - 2-30 CONTRACTORS PHONE N - Z4,z6c-al - OWNER'S NAME OWNER'S PHONE CONTRACTOR'S ADDRESS [DESIGNER ST T LICENSE NO BUILDING SO. FOOTAGE 72 OWNER'S MAILING ADDRESS DESIGNER'S PHONE 0,29~,ZLC-9-1±v DESCRIPTION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR ELEV. NO OCC G, EDU STORIES YO No SPACE RES UNITS GRADING PERMIT ISSUED RE E ELOPMENT ARDAV TYPE OCC LOAD FIRE SPR TPARKING Yo N 0 CONST 'YO NO Y (--] N C3 _t ~and Unless Machine Certified. OTY. PLUMBINd PERMIT - ISSUE' QTY. :MECHANICAL PERMIT - ISSUE SUMMARY/ACCOUNT- NUMBER T t EACH-FIXT11UPIE TRAP INSTA-tL FURN. DUCTS iiP TO 100.000 BTU BUILDING PERMIT 001-810-00-00-8220 EACH 'BUILDING SEWER OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WA~E~R HE~TIE R A NG/D"R VENT BOILER/COMPRESSOR UP TO YHP PLAN CHECK 001-810-00-00-8806 EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRESSOR 3.15 Hip TOTAL PLUMBING 001 -810-00-00-8222 EACH GAS SYSTEM 5 OR MORE METALIFIREPLACE ELECTRICAL 001-810-00-00-8223 EACH INSTA(., ALTER, REPAIR WATER WE VENT FAN SINGLE oug'o, MECHANICAL. 001-810-00-00-8224 - EACH VACUUM BREAKER MECH EXHAUST on1n-rTs MOBILEHOME 001-810-00-00-8225 WATER SOFTNER RELOtATIO EA FURNACEMEATER ~z , SOLAR 001-810-00-66-8226 .EACH ROOF DRAIN JINSIDE) DRYER VK . I T '. I MECHANICAL -STRONG MOTION 880-519-92-33 FIRE SPRINKLERS 001-810-00-00-8227 TOTA L'PL UMBINGN PUBLIC FACILITIESTEE '320-810-00-00-8740' CITY. ELECTRICAL PERMIT -ISSUE QTY. MOBILE HOME SETUP BRIDGE FEE' PARK-IN-LIEU (AREA NEW CONST EA AMP1SWT!BKR CAR PQRT TIF- 001-810-00-00-8835~- I PH - 41 3 PH AWNING LICENSE TAX 001-810-00-00-8162 EXIST BLDG EA AMP/SWT1BKR GARAGE MFF 880-519-92-57 I PH 3 PH REMOOEL,ALTER, PER CIRCUIT TEIVIPPISI-C,200 AMF~~--- Z OVER 200 AMPS T MP OCCUPANCY (30 ff~kYS) CREDIT DEPOSIT ~TOTAL ELECTRICAL TOTAL T7 TO TAIL FEES PAYABLE,~ I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND 00 HEREBY Expiration. Every permit issued by the Building Official under the provisions of this In" AN,.OSHA PERMT IS REOUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or viork CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDI 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF NG THE authorized by such permit is not commenced within 180 days from the date of s6ch DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 15 permit. or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED; TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON. abandoned at any time after the work is commenced for a period of 180 days. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND SIGNATURE OWNER 0 CONTRACTOR 0 'APPROVED By DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTING OF THIE~PERMIT. I BY PHONE 0 1 el 4 k I Alk I USE-BALL POINT -PEN; ONLY.4- PRI~SS HARD- 0 C] ! hereby affirm that I am licensed under 0 provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business f and Professions Code, and my license is in I Z ,full force and effect. 0 I hereby affirm that I arr~`exennpf from the'Conir;c. I for's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- quires a permit to construct. atter, improve, demolish. or repair any structure. prior to its issuance also requires !he ap- plicant for such permit tolile a signed statement that he is licensed pursuant to the ~ provisions of the Contractor s I -License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex , empt therefrom and the basis for the alleged exemption. Any violation at Section 7031.5 by an applicant for a permit su b--jects the applicant fee civil penalty of not more than five hun- dred dollars ($500). 19 1. as owner of the properly, 0; my employees with wages W as their sole compensation. wil I do the work. and the struc- I a lure is no! intended or offered for sale (Sec. 7044. Business -J and Professions Code: .,The Contraclor*s License Law does F) not apply to an owner of property who builds or improves I 0 thereon and who does such work himself or through his own a employees, provided that such improvemenis,are not intend- U, ed or offered for sale: If. however, the building or improve- Z ment is sold within one year of compleiion~ the owner-builder 3: will have the burden of proving that he did not build or im- - 0 prove for the purpose of sale). C3 , I , as owner of the property, am exclusiyely contracting wil licensed contractors to construct the project (Sec. 7044, Busliness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Im* proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). 0 As a homeowner I am improving my home ..it th;lollo,;~' Ing conditions exist: I * - The work is being performed prior to sale 1 have Ii of in my home for~lwelve months prior to c Vepletion of this work. om 1 have not claimed this exemption during the I Iasi three years. 0 1 am ;ximpi undei Sec. B & P.C. for this reason 0 1 hereby affirm that I have a Certificate of consent to self-insure. or a certificate of Workers' Compensation ln~ surance.,or a ~wtified copy the,ep~"`Sec 0 .3800. Labo . r 11 Code) PO'LICY No' ' " - ' - . I? I Z 6'6z P A N Y-- -7~ 0 I.. Copy is filed with the city Certified copy is hereby !urnished Z Lu CL 01 T M, OM '::,WORKEW C d 0MPE b N e S=~ e N d S- -AXE .- ' I ' 0 .~.Rf"I~CIAI E. OF EXEMPTION FR, no e Do 90 (This section nee e permit 11, 1) hich is for one hundred d ! o1 w ttiis permit is issued. I shall not employ a y person in any L 0 me ner so as to -Vfyl~ U 0":n olt I 19 - El 'Icertify. that In'theloeft— sat n become subject to the W kers' Corrpen- ion Laws of California.. NOTICE TO APPLICANT: 1-f, after making this Certificearts! , Of Exemption-you should becom e eubject to the Woi Compensation provisions of the Labor Code. you mus~ forthwith comp y with such provisions or this permit shell b6.Cqemed fevoked. her, by a!firm that there Is a construction lending 6gency for the qe(!ormance of the work for which this per- Lu . 0 --mit is Issued (Sec. 3097 ~ivil Code)- Z , I . ": . 4 i; W Lend . er' ! ~ame- Lender's Address TYPE DATE INSPECTOR BUILDING FOUND~A,TION REII`4FO~CED STEEL KIIN-SONRY UNItE OR GROUT sTig ~FRAM.E 1;1, FLOOR CEILING SHEATHING , ROOF S EAR FRAME. f: LATH INSULAT]ION INTERIOR LATH . & DRYWALL' PLUMBING 0 SEWER AND BLICO 0 PLI.CO'- UNDERGROUND Z WASTE Q( WATER , TOPOUT- . '"ASTE V~ATER TUB AND SHOWER PAN GAS TEST 7- El WATER HEATER 0 SOLAR W~TER ELECTRICAL 0 ELECTRIC UNDERGROUND ~~FFER _,tg; -S, ROUGH ELECTRIC I .- 1 ELECTRIP SERVICE 0 TEMP~RARY BONDING 0 POOL MIECHANICAL DUCT & PLEM., 0 REF. -PIPING HEAT —AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITFM.'q AROVF HAVE RFFN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL A GAS BUILDING SPECIAL, CONDITIONS '7 FIELD INSPECTIO N'RECORD REQUIRED SPECIAL -INSPECTIONS INSPECTOR'S NOTES INSPECTION REO. IF INSPECTOR'S DATE CHECKED APPROVAL - SOILS COMPLIANCE 65L PRIOR TO FOUNDATION INSP Zo - -Wr STRUCTURAL CONCRETE OVER 2000 PSL PRESTRESSED. CONCRETE POST TENSIONED CONCRETE FIEL~ WELDING HIGH STRENGTH BOLfS SPECIAL MASONRY PILES CAISSONS --tv trAu IJLCi'VdVlIOW2* I C 't4(-6-fv`,L8r1sbad ". 1 'C-ORLS—BIAD 'CA 92008 TEL. (619) 438-5525 -z .7%111 ` VT MISCELLANEOUS RECEIPT Job 0- 14,kF Address - i"O" 7) MISCELLANEOUS FEE RECEIPT 0-3 PLAN CHECK FEE ciol-Blo-oo o 8 L ?t-fill VALUATION Ei a6 t 7 Owner j I Mailing, Address .City kti--.~ 6A Tel. El Contrac~~ Address - -50q5- S-rAJI, -ST El City z Tel. I 71q State L 'c. S. Classif.j~ City Lic. No. LEGAL DESCRIPTION ko A),; fv P /f 4,:, t— A~SESSORS PARCEL NO. DES,9"TION OF WORK Of m- 0 Vi e,64~1— j, 14- PLAN ID No. Ej El TOTA CONTACT PERSON 10 ~Pj JIA-S-kc- *WARNI . NG: PLA`N CHECK FEES. WHERE NO ACTION IS'TAKIiN BY 'THE" APPLICANT I N 180 DAYS AND NO BUILDING PERMIT IS ISSUED.'ARE FORFEITED TO THE CITY. COMMENTS: ADDRESS ~rj ZIP C~ PHONE # Sig , oature of'Applicant Date. K, :vV White — Applicant Yellow File" Pink — (1) Finance (2) Data Process Gold — Assessor A. Mc ~ TL of REQUEST FOR INSPECTION RECORD TIME: INSPECTOR — / 4. PERMIT NO. DATE: OWNER' ADDRESS REQUESTED BY ------ i~4~ PHONE NO. PERSON TAKING REPORT BUILDING,- ELECTRICAL~' 0 FOUNDATION 0 FOOTING 0 SLAB 0 TEh40nQA0V Qr-D%/lr'C 0 REINFORCING STEEL -0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 00 0 EXTERIOR LATH 0 INSULATION INTERIOR LATH OR DRYWALL FINAL • UFFER GROUND • ELECTRIC UNDERGROUND • ROUGH ELECTRIC 0 POOL BONDING • ELECTRIC SERVICE ~O FINAL PLUMBING -0 UNDERGROUND. PLUMBING 0 SEWER AND PL/CO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLAR HEAT PATIO POOL 0 SPA 0 SIGN 0 GRADING .0 DRIVEWAY 0 FINAL ~,SPECIA~ INSTRUCTIONS 'Ready For Inspection: .'-0 Tuesday El A. M. * Ej P. M. El Wednesday 0 Thursday. 0 Friday 5850 Avenida Encinas,.E7 -UNIVERSAL -STRUCTURES' Carlsbad,-CA 92008 -'STRUCTURAL~, ENGINE E RING CONSULTANT (619)438-9696 - October 31,'.1986 Mr. Pat Kelley., building-Inspector 7 Bu ilding Department City,of Carlsbad Carlsbad, Pa..92008' Subject: Shear Panel Anchorage Mrd"lDoherty's Addition 256;.Gregor_y',Dri_ve,-Carlsbad Dear,Mr. Kelley: We--have,reviewed theas installed anchoring assembly versus the HD2 holdowns called -for on the approved drawings. According to the original structural calculations, the required tie-down strength at the 41-611 panel ends is .2,284#. The 5/8"o threaded bar with 411 embedment will theoretically provide ~1,~3xlj'500=1,995# per UBC Table No. 26-G. Since the actual embedment depth is .9t1i_-,it is our opinion'that its capacity exceeds the required strength. , In a Ition,- an extra 21-6" shear panel installed by the contractor for safeguard dd -shall reduce ' the required-strength by at.least one third. Therefore, we believe .that the substitut6d anchoring assembly is acceptable' Thank youfor-bringing'this'matter to our attention. A set of backup data is uri'. r;e1f e~ ease contact this office should you have any ~10/v ~k.~ questions attached for.yo sincerely you s W -K. an -.Young,.~'. Structural Engineel C copy-to: Mr. Tom Chase-of Bee Cee Remodeling Co. DATE 746,'~ PLAN CHECK NO. ADDRESS 4S PLANNINe A-7 ~ZONE: TYPE-OF PROJECT AND USE: SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD 44iWl4AN MARCOS.— SETBACKS: FRONT SIDE REAR e~~ ;bISCRETIONARY ACTI'ON'S: k REDEVELOPMENT PERMIT F LANDSCAPE PLAN COMMENTS:' ENVIRONMENTAL REQUIhC ADDITIONAL'COMMENTS: OK -TO ISSUE:&—\-.," DATE: waawouaww"a 'ENGINEERING ? 000~~ LEGAL DESCRIPTION VERIFIED APN CHECKED v P.F.F.: PARK-IN-LIEU QUADRANT:' FEE PER UNIT: RIGHT-OF-W AY: TRAFFIC.IMPACT FEE PER UNIT:' ^)/~A(.+- EASEMENTS: IA~~_ DRIVEWAY: IMPROVEMENTS:. FIELD CHECK DATE: INITIALS: E.D.U.: SEWER: INDUSTRIAL WASTE PERMIT: LATERAL:. GRADING PERMIT: GRADING COMPLETION CERTIFIED: 3i 21 DRAINAGE: ADDITIONAL COMMENTS: OK TO ISSUE:,~--;27,-,!-f DATE: DPD2-.DP06:06/17/86 ..r - ESGIL CORPORATION 9320 CIIESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92"1'23 (619) 560- 1468 DATE: ]P~ ~R U ISDIC C JURISDICTION: ~El P CHECKER FILE COPY PLAN CHECK NO: -S -2 0 -zr UPS DES I GNER C 'ADDRESS": PROJE T- 1"~:. y IV U 0 .-`-,PROJECT NAME- 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 building codes when minor deficien- FT ':,cies.-identified are resolved and checked by building department staff. I The plans transmitted herewith have significant deficiencies identified -on the 'enclosed check list and should be corrected and resubmitted for a complete recheck. 'The rcheck,list transmitted herewith is for your information. The p~Ans are being held'at E8gil Corp. until corrected plans are submitted for -recheck. The applic , ant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The ap y plicant's cop' of the check list has been sent to: Esgil -staff did not advise the appli7cant contact person that plan check has been compl;ated. Esgil staff did advise 'applicant that the plan check has --bee'n completed. Person contacted: Date.,contacted: Telephone # -REMARKS: N.4, A A Enclosures: ~~!By: ESGIL CORPORATION 6 ESGIL CORPOILAMON 9320 ICHESA-PEAKE DR.. SUITE 208 SAN DIEGO, CA,92123 (619) 560-1468 DATE: -A-P-P-L-I-(aAVZ-_, JURISDICTION JURISDICTION: CITY OF CARLSBAD []PLAN CHECKER FILE COPY .,PLAN CHECK NO: 320 UPS []DESIGNER ~PROJECT ADDRESS.- 2!~"-4 r, r r. PROJECT NAME I.J ~The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building"codes. The plans transmitted here'with will substantially comply 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 on identified on the enclosed check list and should be corrected go and resubmitted for a complete recheck. The check lis't transmitted herewith is the jurisdiction's H copy for your information. The plans are being held at Esgil Corp. until corrected p'l'ans are'submitted for recheck. The appficant's copy of the check list is-enclosed for the LJ jurisdiction to return to the applicant contact person. The applicant's co y of the check list.has been sent to: ex—lr, ~,a-A Esgil staff di7d not advise the appl'icant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: f3e, cc& -.w, 7) a Date contacted: Telephone # -7zl-1 -7/2 REMARKS: I BY: ENCL: ESGIL CORPORATION V PLAN CE[ECK NO. AA- 20 Date initial plan check completed:, JURISDICTION: CITY OF CARLSBAD B Applicant contact p erson: TO:' C if fC.V~dJJ-1%—, Telephone: -7 7-!1- FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, 41 National Electrical Code and state laws TKLEMNK NO. 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. Present California law mandates that residential construction comply with Title 24 PROJECT ADDRESS: 21S-61 e^7 r!22 a /3 drive 1i _U and the following model codes: 1982 UBC (eff. 7/l/85) 1982 UPC (eff.,10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/l/85) The above regulati ons apply to residential construction, regardless of the code editions adopted by ordi PLAN, COR1ZECTION The circled items need clarification, S~ FAIMY AND D~ modification or change. All items have to be . satisfied before the plans will be in Date,plans received by jurisdiction: conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county Date plans received by Esgil Corporation: or city law~ 0/ To speed tip the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked'up list when you submit the revised plans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 3/i5/86 17 A MANS G1. Please make all corrections on the original ~_'tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: ~Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, .(619) 560-1468. - Please make all corrections on the original tracings and submit-two new sets of prints, and any original plan sets that may have been. returned to you by the jurisdiction, to: The jurisdiciionls~building department.' Indicate on the Title Sheet of the plans, -the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. /. Indicate distance from center line of ~treet or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FM PWJMMON Walls closer than 3 feet to property lines, shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). le(~.- Projections, including eaves, may not extend more than 12 inches'into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Jef. Plastic skylights shall not be installed within 8' of an exterior wall located where /. Plans, specifications and calculations shall openings in such exterior wall a re prohibited or be signed by a California state licensed required to be protected; engineer or architect. (Calif.ornia Business and Section 5207 (a) 7. ...Professions Code). ~Z. Projections, including eaves, shall be Specify on the Title Sheet of the plans the one-hour fire-resistive construction, heavy gross-floor area of each element of this project timber or of noncombustible material if.they ..including dwelling~, garage, carport, patio, de . ck project into the 3' setback area from the % and balcony. Section 302 (c). property line. Section 1710. Provide a statement on the Title Sheet of 13 Show location of permanently wired smoke Petector, ".-the plans that this project shall comply with centrally located in corridor leading T - itle 24,and .1982-UBC, UMC~ and UPC and 1984. to sleeping rooms or above stair if sleeping 1, NEC., rooms are on upper level. Section 1210. eA;~ U,~ %,A-,Vv-f b,,Jv00%- ck," beeJ,amu A Submit'fully dimensioned plot plan drawn to ]I,(- A smoke detector shall be installed in the scale showing.location, size, and use of all basement of dwelling units having a stairway existing and ~Foposed structures on the lot. which opens from the basement into the dwelling. Identify.property lines and show lot dimensions Such detector shall be connected to a sounding and all easements. Show location of all cut or device or other detector to provide an alarm fill slopes and approximate finish floor which will be audible in the sleeping area. elevations for all structures and show Section 1210. elevations at all lot corners. Section 302 (c). +0 '+012 n1P +Le sla, f t ROOM SIZES, LIGHT, VERTIL4LTION AM MAZING Habitable kooffisi other than kitchens, shall contain at least 70 square'feet of floor area. 'Section 1207.(b). Window area must be at least 1/10of the floor area and a minimum of 10 square*feet per section 1205 (a). Appea s to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In.bathrooms, laundry rooms and .-'similar.rooms.1/20 of area is required and minimum is 1.5 sq.- ft.,(Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening.not less than 25 sq. ft. if light and ventilation is' b ' eing supplied from an adjacent room. Section 1205 (a). 01 ~4. Required windows shall not open into a roofed porch unless. the ceiling is at least 7 feet'and the longer side is at lea~t 65% open. Section 1205' (a). Provide mechanical ventilation capable of -providing five air changes.per hour in ' "bathrooms, water closet compartmentsi laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, ~.,_shall be*.less than 7 101,1 in any dimension. Section 1207.(c). Show that ceiling6ight for habitable rooms is a minimum of 716". Section 1207 (a). Show"cei-ling,height for laundry rooms, -hallways, corridors, and bathrooms is a minimum 0 f 7'0". Section 1207 (a). 24 Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2/. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 21 11 Glazing, in the same wall plane as a door,' must*be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted-glass. Section 5406 (d) 7. f Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 'Id' Sleeping rooms-shall have a window or exterior door for emergency exit. Sill height shal~ 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". Section 1204. 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. The mezzanine floor must have a-clear height of 7 feet, above and,below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 4211 in height. Section 1716. X The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. m=. SLU35WS, AND RAILINGS Every stairway landing shall have a. dimension, measured in the direction of travel, Floors above the second story shall.have at least equal to the stairway width. not less than 2 exits. Section 3303 (a). Section 3306 (g). Rejuired exit,doorways shall be not less A door may open over a stairway landing tha~ 3611 in width,Ld not less than 68".in provided the door, inany position, does not height,~and,shall be capable of opening at least reduce the clear area of the landing in the k 90 degrees. Section 3304 (e). direction of stairway travel, to less than one-half the required width of the stairway. igh j2rot 7 33 Provide 3611 h ctive raiiing for Section 3306 (g). P rEhes, balconies, and open sides of stair .,landings. Openings between railings shall be A door may open inward at the top step of a 1.'ess than 6". Section 1711. stairway provided the top step is not more than 7 1/211 lower than the floor level. G.'.Show how guardrail, connection details are Section 3304 (h). adequate to support 20 pounds pet lineal foot at a right angle to the top rail. Table 23-B. Provide details of winding stairway complying with Section 3306 (d): Provide stairway and landing details. Section 3306 (b) & (c). a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 Maximum riie 8" 'and minimum run is inches from where the treads are _,9 narrowest. Min imum headroom is 6"6'!. b. Maximum rise is 8 inches. C Minimum width is 30". C. Minimum width is 30 inches. Ali hand iails~per Section 3306 (j), sha 11 Provide spiral stairway details, per the following:' Section 3306 (f): a.. irovide handrail for stairways-with 4 Minimum run is 7 1/2 inches measured or more risers. at a point 12 inches from where the treads are the narrowest. b. Handrail shall be 3011 to 34" above the -nosihg of treads. Maximum rise is 9 1/2 inches. 7 'c. The handgrip portion of handrail shall , C. Minimum headroom is 6 feet 6 inches. be not less than 1 1/.411 nor more than 2" in cross-sectional dimension. Spiral stairways may not-be used for (See attached). required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4 3/25/86 Z44'- Spiral stairways must have a clea walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). 44. Provide I.C.B.O. Research Report and Number I for metal stairway, or submit plansand calculations and approved fabricator registered --with the building department or note that the stairway fabrication shall be done under special J~ispection per & approved fabrication plans. Section 306 (4) 4B and Section 306 (f). In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 33,06 (1). Exterior stairways shall hot project into 7" .,the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed *4 usable.space under interior stairs shall be, .7 -protected on the enclosed side as required for one hour fire-resistive construction. Section 3306 (m). E. ROOFIM ,4f(. Specify roof slope. L)#. Roof.slope is'.not adequate for roof type ~specified. Table 32-B; Section 3203 (h). is Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., title,,etc., Section 107. ,5C The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. Y. The minimum slope for a fire retardant built-up roof, with cap sheet surfacing,Js 1/2 inch in 12 inches. Section 3203 (e) 3. ~4. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 54 Show roof drains and overflows. Z Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. 1,rYl. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). F. NASO1W A Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. ~60: ' Show veneer support and conne ctions in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show constructioh to be per attached sheets 30-1 or 30-2. A Show height and construction details of all Openings between carport and residence masonry walls.. Chapter 24. require self-closing doors and stationary windows. Section 1214. ~ote that cleanout openings shall be ~.provided at the.bottom of all cells to be grout Show garage framing section, size of header ~filled over W.An a single pour. 'Cleanout shall over garage opening, lateral cross bracing at be.sealed before grouting, after inspection. plate line, method of bracing garage front, and Se6tion 2414 (a) 8. holddowns if required. Chapter 23. §e.,.Show -floor and roof connections to masonry NOTE: Maximum shear panel ratio of height to walls.:- Connection shall resist 200 pounds per width is 3 1/2 to 1. Table 25-1. lineal foot or the actual design load, whichever .,is greater., Cross grain tension or bending in Doors may open into the garage only if the -.,-wood ledgers is not permitted. floor or landing in the garage is not more than %`Section 2312-(j) . 3. A~ 1/211 lower than the door threshold. Section 3364 (h). -C.-Priovide details for damp proofing the foundation walls, below finish grade, where 7 . Provide an 18" raised platform for any FAU, useable space exists on the interior side of the water heater, or other device in the garage, ;'-walls. Section 1707 (d)., which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). . Show a minimum 211 air space and flashing . -.90. between planter and building walls. H. FOUIMMON -.-,,.Section 2516 (c) 7. Per soils report, note on the plan the Q.. GARAGE AIM CAPPOYM soils classification, whether or not the soil is expansive, and note the allowable bearing value. Garage req uires one-hour fire protection on Section 2905 (c). -thegarage side of walls and ceiling common to the.dw~elling. 'Table 5. B. Section 503 (d). The foundation plan does not comply with the soil report recommendation for this project. All elements'supporting floor above.garage, Please review the report and modify design., including walls supporting floor joists, to have notes and details as required to show one-hour fire-resistive protection on the garage compliance. side. Section 503 (a).- Provide notes on the foundation plan 68 Show 1 3/8" solid core self-closing door listing the soils report recommendations for or f -openings between garage and dwelling. foundations slab and building pad preparation. -'~,S'ection 503 (d) .80or loelweev% 3_101e i P,V~. Garage's are not permitted to open into a rpom~ used for sleeping purpo;es. Section 1104. V ~~C 2)( 76' aft a- U U ,04". Show foundation sills to be pressure treated, or e4ual.'.Section 2516 (c) 3. 0. Show foundation bolt size and spacing. Section 2907 (e). A6. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f)..- If required by structural calculations, show size, imbedment.and location of hold down anchors on foundation plan. Section 2312 (f). 0. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection." Section 305 (e) 2. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 1811 clearance from grade to bottom.of floor joists and minimum 1211 - clearance to bottom of girders. Section 2516 (c). Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9 . Show minimum underfloor access of 1811 x- 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). 'Pl. The soils report recommends excavations be reviewed by soils engineer. Note,on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation 'Inspection, the soils engineer shall,advise the 3 ~buildi_ng official.in writing that: l.. ~.,.the building pad was prepared in -accordance with the soils report; 2.. the utility trenches have been- properly backfilled and compacted, and; 3. the foundation excavations, forming's and reinforcements comply with the A, soils report and approved plan". Show height of all foundation walls: Chapter 23. Show height of retained earth on all foundation walls..' Chapter 23. If'cut'O*r fil"I sl~o'pei exist, show distance .,-'of foundation to edge cut or fill slopes and , A~ ~ ' - steepness and heights of cuts and-fills. C11apter 29. V. 'Note on plins that wood 'shall be 611 ~0-'~;, minumim above - f inish grade. - *Section 2516 (c) 7. 802 Note on'plans that surface water will drain *away from building and show dr'ainage pattern and key elevations._~Seciion 2905 (f). _V, Dimension f.buhdation per U.B.C. Table 29A: Flobrs Supported* Stemwall Width Depth 6" 1211 1211 811 2 1511 0- 3i 1011 1811 2411 *Foundations may support a roof in addition to the floors. Where only a roof is .supported, use foundation for one floor., 7 3/25/86 j Specify that posts embedded in concrete shall-be pressure treated per UBC S.td. No. 25- 12. Section 2516 (c). I.' FRAPCM ~Show w ill bracing.. Every exterior.wood stud wall and. main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal.let-in braces or equivalent. Section 2517 (g) 3.' 7 Note cross bridging or blocking. Floor ,joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not -,exceeding 8 feet',,unless-both edges are held in -:line. Sec.,2506 (g). Show -blocking at ends and at supports of floor joists,.and for rafters at exterior walls. 'Section 2517 (d) 3. 96.' Show solid blocking at ridge line and at J exterior walls on trussed roofs. Section 2506 (g),_Section 2517 (h). -Show double joists. Floor joists shall be doubled under bearing partitions running ', P~rallel with the joists. Section 2517 (d) 5. I/ - Bearing partitions, perpendicular to ..joists, shall not be offset from supporting girders,-beams, walls or partitions, more thah the depth of the joist. Section 2517 (d) 5. 77 , Show 'rifter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists,'where rafters and. ceiling joists are not parallel. -Sec tion 2517 (h) 4. 1 Show rafter purlin braces to be not less b= 45 degrees to the horizontal.- Section 2517 (h) 5. 8 3/25/86 Y4. 'Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading-will be as designed). Show double top*plate with minimum 4 811 lap splice. Section 2517 (g) 2. P1. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): .a. in concealed spaces of stud walls and partitions, including' furred spaces, at the ceiling and floor levels and at 10 foot intervals along-the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop .ceilings and cove ceilings; C. in concealed spaces between -stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at c6iling and floor levels, with noncombustible materials. Show st~id size and spacing. Maximum allowable'stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3. - ^ Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. Y, I Note an A.I.T.C. Certificate of Compliance 1/1. Show on the plans all structural for glued laminated wood members shall be given requirements developed in the structural to the building inspector prior to erection. calculations. Section 306 (f). Columns and posts'located on concrete or Detail all post.,to beam and post to r4- 'A' ~010ting masonry floors or decks exposed to the weather connections and reference the detail to or to water splash or in basements and which ,Xhe plan. Section 2516 (m)'. support permanent structures shall be supported by concrete piers or metal pedestals projecting 1 Detail sh6ar transfer connections, above floors unless approved wood of natural 1.7%,''.,.,~Peluding roof and floor diaphragms, to shear resistance to decay or treated wood is used. walls. Section 2513.. Section 2516 (c) 4. Specify nail size and spacing for all 101. Individual concrete or masonry piers shall ~,,shea walls, floor and roof diaphragms. project at least 8 inches above exposed ground Indicate required.blocking. Maintain maximum unless the columns or posts which they support diaphragm dimension ratios. (Tables 25 1, J, K) are of approved wood of natural resistance to ..-.~and.Section.4713 (d).., decay or treated wood is used. Section 2516 (c)' 4. X4.1 Show 311 x 411 or -2" x V studs in first .story of , three story building. Table 25-R-3. V4- Show location of attic access with minim= size 2211 x 30". Section 3205. Provide truss details and truss ,calculations for,this project. 1/5. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Provide-r'oof framing.plan and floor' framing plan. Section 302.(a) 7. 1/6. Wood stud bearing walls, with studs at 2411 O.C., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 1 Provide framing sections through ea. 3 x 4 top plates if supporting either floor , members or roof trusses that are'spaced more A VJ 2 -COW 1A:Ar- - ~'f A, than 1611 o.c. and do not bea within 511 of the supporting stud. Section 2517 (g) 2. ~-O r Specify plywood gradeand panel Section 320 (a), 7. identification ind Table 25-N. J/L..- Specify all header sizes for opening over When roof pitch is less than 3:12, design 4 1",41 wide. Section 2517 (g) 5. ridge as a bea . Section 2517 (h). 7~O Provide calculations for main vertical and ;~ . If foundation cripple'wall studs are less '~'horizontal framing members and post footings. than 14" framing shall be solid blocking. Section 302 (a) 7. Section'2517 (g) 4. 10 - 'Provide calculations for lateral lo'ads, .;hear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 iriches'when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eAves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. )9 2. 'Show a w~ej screed at the*foundation plate .1ine,on allexterior and stud walls to be stuccoed., Section 4706 (e). Show corridor width to be minimum 36". Se ction 3305 Specify' trus~ layout for 3011 x 3011 ,attic access~ Ridges, hips*, and valleys shall be.at least one size largerthan supported rafters. W Section 2517 (h) 3. 1~4., In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). _'J. MEMANICAL p . 1."'~All heating, ventilating,' and cooling systems and appliances shall comply with the-Uniform -;.Mechanical Code. L11,317. -Show the size., locAtion.and,type of all heating and cooling appliances or systems. Show source of combustion air to fur*nace, -per Chapter 6, UMC., Every dwelling unit shall be provided with P -heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211.. VO. Show minimum 30" deep unobstructed working space in front of furnace. Section 505., UMC,. U4 . Note on plans, clearances to be * per. manufacturer's listing. Section 504, UMC. y4l~ . Furnace shall not be-installed under any stairway. *Section 704, UMC. Furnace shall not be installed in any bedroomY bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704., UMC.alSo c_m-4 i0c vr--e VOO\ I.A, A"k \Qe- 14. Show I.C.B.O. approval number for prefab 1~91COZ.0%-A fireplace. /5. Show access to the-attic or undeifloor furnace to be minimum 30 inches by,30 inches. Section 708 & 709 UMC. ~ke_ Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Show permanent ele6trical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. 1~4 Show details to comply with Section 709 f'or furnace under the floor, or Section 710 for rooi or outside furnace. 'LA. Note onplan: Gas ve'nts and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) ~. I J K. EUCTRICAL (IMMORAL ELECTRICAL C=) W All wiring shall comply with the National Electrical Code. 410. Show on the plan the amperage of the electrical service, the location of the service .panel and the location of any sub-panels. 1 Show location of all electrical —receptacles. A5 Electrical receptacle locations and/or spacing is not adequate in 0 0 A^ Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 5 . Note convenience outlets in bathrooms, ~outdoors:, and in garage and basements (other than for laundry and similar equipment) shall be GFI protectedp NEC, Art. 210-8. Note-electrical.system ground to be provided per-NEC, Art. 250-81. PLUMMG (UNEFM PiJMM CQUE) Show water heater size, type and location on plans., UPC, Section 13,10. 1,51. Show source for providing combustion air t ''fuel burning water heatir.. If wall opening o in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 3/25/86 1751- Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section.1309. 09. Provide'adequate barrier to protect water' heater from vehicle damage. UPC, Section 1310. ~0. ~how T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). V1. Provide dryer vent to outside. UMC,.Section 1903. 1X2. Note on the plan that hose bibbs and lawn 7 -- sprinkler systems shall have approved backflow prevention devices. UPC, Section 1003. 0 . Shower stall shall accommodate a 3011 circle and have.a minimum.floor area of 1,024 sq. in. UPC, 909 (d). M. NOISK DMATION (DUPLEM) JOP Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/cei ling of 50 decibles. Title 25. JA87.. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintAin required sound transmission rating. Title 25. 14. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. RMW CONSERVAnON: PIXASK MAD Specify on the building plans all of the mandatory-energy conservation requirements as State regulati ons :(California Admin. Code) listed on the enclosure titled, "Mandatory require that the design sAt.isy one of the Energy CoUservation Requirements". attached alternative energy packages or submit calculations, The law also requires that many Show the size, type, make, model and mandatory conservation items be satisfied. location of the space heating (or cooling) system and provide heat loss calculations if the Show on the Title Sheet of the plans, the output BTU/Hr. exceeds 45,000. required,.elements of the alternative energy ~package that was selected, and next to each 1 0. CARLSBAD S.F.D. & DUPLEX SUPPURIM eleme.nt show how you are complying with each -element. If calculations were used, provide Pl!r- Energy conservation design should be for similar data *on'the plans. Zone 7 See-attached, energy packages. The plan sheet showingthe'required 37A. Floor drains must have auto-prime 7 ~elements of the selected energy'package, and (city policy). lis ti.ng-the design elements showing compliance with that selected package, must be signed by F1 cannot be ductless e Note exhaust fans typ either the owner or a licensed professional (city policy). i,e.,-architect, engineer or contractor. A 4-~design professional must note his/her-state. 1~,d. New residential'units must be pre-plumbed "license number. Section 1403 of Title 20. for future solar water heating. Note "two roof, jacks must-be installed" where the water heater Show on the plans the "R" value for the is in the one story garage and directly below walls, f loors,,ceiling and related areas. . the most south facing roof (City Ordinance No.-8093). Show double glazing as per Energy-Design, on Glazing Schedule.'. Note "two 3/4" copper pipes must be ' Called to*the most convenient future solar )zf.' Show,oh the plan how shading requirements, panel location when the water heater is not in a are satisfied. one story garage and is not directly below the most south facing roof. The plans are'not in compliance with the (City Ordinance No-. 8093). energy conservation compliance package selected or design calculations provided. Show on plans 0- All piping for present or future solar conformance as follows: water heating must be -insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on 4~ the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). n: 12 '3/25/86 C2% Show on the Title Sheet on t*he plans, the. information required by the,attached Developmental Services Sheet 102683. All new residential' buildings, including .-additions, require a soils report. Please ~..'submit two copies'. jzl~. Heavy.timber framing, minimum 611 x 1011 beams and minimum 8" x 811 post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. -(City policyi. I Please see add itional corrections, or remarks, on the.foliowing page. 'The City.of Carlsbad has.contracted with Esgil ;,-,.Corporation located'at 9320 Chesapeake Drive,,, Suite 208, San Diego, California 92123; telephone number.of.619/560-1468, to perform the plan.check for your.1project. If you have~any questions regardign ese plan check items, please contact U, at.Esgil Corporation. If you have any questions Fega~rding City Building'permit procedures.. '_,'~-_please contact Carter Darnell at the City of * Carlsbad.., 1200 Elm Avenue,, telephone'619/438-5525. 1piank you. Enclosures:, NA 2. 3.' 13 3/25~86 Da`te.i Jurisdiction0-J- C byt'. .Prepared E3 Bldg. Dept. Eu"[ -1 19; VALUAT . ION AND PLAN CHECK FEE j3 Esgil PLAN CHECK NO. BUILDING ADDRESS 25-,41 r c- a e, 'i 'APPLICANT/CONTACT PHONE NO. BUILDING -OCCUPANCY DESIGNER PHONE -TYPE OF CONSTRUCT ION 'CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE L WACLI=3 S-s- -3-70 4 '1 -7 3 112 oan Air Conditioning Commercial @ Residential @ Re-s. or Comm. Fire SDrinklers Total Value Fee .Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) O.Han dica pped Re.gulaLions (Fee x 1.065) B uil ding Permit F~e- $ $ -Fee $ Plan Check C 0 M'M E N T S - 8/4/82 a