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Home My WebLink About1050 PALM AVE; ; CB950314; Permit01/04/96 16:27 Page 1 of 1 B U I L D I N G Job Address: 1050 PALM AV Permit Type : RESIDENTAL ADD/ALT Parcel No : 205-190-03-00 Valuation: 4,405 P E R M I T Suite: Lot#: Permit No: CB 9 50314 Project No: A9500451 Development No: Construction Type : Occupancy Group: Reference#: Status : VN ISSUED 03/06/95 0}/ 3,0/95 MDP Description : 34 SF BAY WINDOW, NEW ROOF : OVER PORCH AND FIREPLACE Appl/Ownr : DERRICK , CHUCK 1050 PALM AVE CARLSBAD, CA. 92008 *** Fees Required Fees: Adjustments: Total Fees : Fee description Building Permit Plan Check Strong Motion Fee Other * BUILDING TOTAL Enter II Y II for Plumbincr Gas Piping System 1< PLUMBING TOTAL Enter "Y 11 for Electric Enter "Y" for Remodel * ELECTRICAL TOTAL *** Enter 'Y' for Mech anical Is~ue fee > > Applied : Apr/Issue: 619 Entered By : 729-8558 Total Cre its: Total Pay Balance Units 1 7 ,00 & Credits ,00 167 .00 24.00 Ext fee 72 .00 47 .00 1. 00 24.00 144 .00 20.00 7.00 27 .00 10.00 10 .00 20.00 CITY OF CARLSBAD 2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161 * * Data RENEW y y y N PER PLAN CHECK NO. ~-~--_ 3 ( i City of Carlsbad Building Departll!nt 2075 Las Palas Dr., Carlsbad, CA 92009 (619) 438-1161 t. PRkMII 1'YPE From Llst 1 {see back) give code of Permit-Type: --~~:!=l:,.._---1/<.:.....:....:..A..:..:P::;.._ __ For Residential Projects Only: From Llst 2 (see back) give Code of Structure-Type: ------'s=-""'-F'_A __________ _ Net Loss/Gain of Dwelling Units ___ __, ______________ _ 2. PROJECT INFORMATION Building or Suite No. tf,-.s-. Cl"' EST.VAL ____ ...........,..,___-_._v-r ___ -:--:,,..,..""""l'.l:r-::1 0936 03/06/95 0001 01 C-PRMT FOR OFFICE USE ONLY t o. me o. cAECR BEIDW IF sUB~: 3 O 2 Energy caks □ 2 Structural Cales D 2 Soils Report O 1 Addressed Envelope 02 DESCRIPTION OF WORK + c Yt:9.@st @cX1 If-Jc!-,-' ;~ W ~~'g;;t..,)i ~ ,Xe.._ pl{,._(_e._ SQ. Ff. # OF STORIES ( Q°vA: # OF BEDROOMS # OF BATHROOMS • 1 1 eren rom app ,can . I? /.., I" -tt:_ ~t, .r, o NAME {lase name first) OE fl,£ ICI:.. C.t/ u'-k. ADDRESS / 0 ~O r'/J .,,. C · ,., STATE {AL NAME (last name first) D€.et.t'r::..k c.Hvc/c. ADDRESS /0 5"0 cnY C AtLLr hrl!J sTATE C1;l zIP coDE 92 o o 9 DAY TELEPHONE 7z_<; -0 .s-s-0 STATE DAY TELEPHONE 7L9-(3.S-S8 NAME (last name first) /J:-1<.fLr'e,l, ADDRESS /O>"u CITY C1>1.Jf6/le, STATE ZIP CODE 9 Z Ot) 6 DAY TELEPHONE ST ATE LIC. # /q w] 'flt; LICENSE Cl.ASS {3 C-L 'j CITY BUSINESS UC. # DESIGNER NAME (last name hrst) A00R£sS CITY STATE ZIP CODE DAY TELEPHONE STATE UC.# 1. WORKERS' wMPENSAtidN Workers' Com pensa non Declaranon: I hereby affirm chat I have a ceruhca re of consent to sell-insure issued by the Director of lndusrnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLlCY NO. EXPIRATION DATE 47,00 Certthcate of Exempuon: I cerufy that m the performance of the work for which this permit ts issued, I shall not employ any person many manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. oWNER-BUilDER oift!IARA.11oN 0 □ Owner-Builder Declaration: I hereby athrm that I am exempt from the Contractors License Law for the lollowmg reason: I, as owner oC the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of 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 to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a pennit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such pennit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and e basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a pennit subjects the applican to a 'vii pen of n't>t re than five hundred dollars [$500]). ~GNATIJRE DATE ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration fonn or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ YES □ NO Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or air quality management district? □YES □NO ls the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ YFS □ NO IF ANY OP nm ANSWERS ARE YES, A FINAL CER.11FICATE OF oa::uPANCY' MAY Nar BE~ AFTER JULY 1, 1989 UNlJ1SS 'lllE APPUCANT HAS MET OR IS MHK"IING nm REQUIREMENTS OF 'lllE OFFICE OF EMERGENCY SERVICES AND 1lIE AIR POIJ.UTION WN1ROL DISllUCT. 9. WNSfitUCnON LENDING AGENt'"Y I hereby afhnn iliat there 1s a construction lendmg agency tor ilie pertonnance of ilie work tor which ili1s permit is issued (Sec 3097(1) C1V1[ oide). LENDER'S NAME I¼ LGOQEf:.: LENDER'S ADDRESS ib. XPPUCANI CrutnFIC3mON I certify iliac I have read the apphcat1on and state that the above mformadon 1s correct. I agree to comply w1ffi all dcy ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 'IO SAVE INDEMNIFY AND KEEP HARMLESS nm crlY OF CARlSBAD AGAINST AIL LIABIUTIES, JUDGMENTS, CDSTS AND EXPENSHS WlilCH MAY IN ANY WAY ACX:IUJE AGAINST SAID crlY IN OONSF.QUENCE OF nm GRANTING OF nus PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. ,.,. _______________ .. CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB950314 FOR 10/15/97 DESCRIPTION: 34 SF BAY WINDOW, NEW ROOF OVER PORCH AND FIREPLACE INSPECTOR AREA PY PLANCK# CB950314 OCC GRP TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 1050 APPLICANT: DERRICK, CONTRACTOR: OWNER: REMARKS: C/DERRICK/? SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PALM AV CHUCK PERMIT# TYPE CB891446 RAD STE: PHONE: 619 729-8558 PHONE: PHONE: INSPECTORV STATUS EXPIRED ACT COMMENTS LOT: 19 ST Final structural 1'?-------------------------------------------------------------- ~**** INSPECTION HISTORY***** DATE 101097 100997 061995 061995 060295 050595 042595 042495 041495 DESCRIPTION Final Structural Final structural Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Gas/Test/Repairs ACT INSP NR PY NS PY AP TP NR TP AP PD PA PO AP PY CA PD AP PY COMMENTS NO ONE HOME BAY WINDOW BAY WINDOW .. ······•·· .. -·--·-------·-----·•--·-. - • PLAN CHBCIC NO :_.'f_..y __ ·_3_f __ '}..._ ___ _ JIJRISDICTIOlf: ___ C"""""ITY=_O~P.......,CAR=~L=S~BAP=-- TO: _________________ _ ENCLOSURES: ____________ _ PROJECT ADDRESS :_._f_l!i.:;.50 _ _,.&,.e_4 ____ ~ __ A_u_4- PLOOR AREA: ____________ _ STORIES=-----'----------- HEIGHT: _ _,,--..------------Pot~h t1~~ REMARICS: £,fLtr pb . .t~f!,... PLAN CORRECTION SHBET CITY OP CARLSBAD SINGLE P.AMILY AND DUPLBX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: __________ By: _______ _ Applicant contact person: _____________ Telephone:_ PORBWORD: PLBASB RBAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance .. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copyl 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. NOTE, PAGE NUMBERS AR1!l NOT Dr SBQmmcE AS PAGES SAVINO NO rnDIS HU:Ilnta CORUCTJ:OHS WBU: IIBLllTBJJ. List No. 2, Carlsbad Single Family Dwelling and Duplex With All Suppletnenta. (1991 UBC) •~-r-• #IIJ plrr -•ur-• ••• • • • PLANS 1. The jurisdiction's department. on the two new building 3. Indicate on the Title Sheet of the plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 302(a}7. 4. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code} . 6. Specify on the Title Sheet of the plans the gross floor area of each element of this p~r· ect, including dwelling, garage, ca ort, patio, deck and balcony. Sect· n 2{d). /7) Provide a stat_(:}_ on the Title Sheet V of the plans ~this project shall comply with 'D!tle 24 and the 1991 UBC, UMC and UP<:'and 1990 NEC. 11/18/93 8. Submit fully dimensioned plot plan, drawn to scale, showing location, size, and uses of a 11 existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Section 302 (d). 9. Indicate distance from property lines to the proposed building. Sect ion 302 (d). 10. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 302 (c). REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED-ON FIRE PROOFING PILES/CAISSNS DESIGNER-SPECIFIED OTHER 2 ......... _.._ .... ~-------~-~#, ·---~--- 11. 12. 13. 14. 15. 16. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. PIRB PROTECTION Exterior walls closer than property lines shall be rated construction and openings. Table 5-A. 3 feet to one-hour have no Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. see Section 1710 for possible exception. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 504(b). Eaves over required windows shal 1 be not less than 30 inches from the side and rear property lines. Section 504(a). 17. Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Sect ion 1711. 18. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 19. Show locations of permanently wired smoke detectors with battery backup: 11/16/93 a. Inside each bedroom. b. Centrally located in corridor or area giving access to sleeping rooms. c. On each story. d. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. f. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. Detectors shall sound an alarm e in .all sleeping areas of the Section 1210 ~hen the valuation of a room CT/addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per item 19 above, except that smoke detectors added at existing construction need only be battery powered. Section 1210. GENERAL RESIDENTIAL RBOVIREMBHTS 21. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area.· At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 22. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 23. 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". Section 1204. 24. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. 3 -~~ ..... ,_,.... __ , _____ _,.,.,,~,--.-.-... ____ ..,_ .... 73. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 74. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to- width ratio is 3-l/2 to l for plywood. Table 25-I. 75. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). 76. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (al. POUNDATION REOUIRBMBNTS 77. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (cl . 78. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: __ 79. The soils engineer recommended that he/she review the foundation excavations. 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: l. The building pad was prepared in accordance with the soils report, ll/17/93 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 80. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils are properly incorporated · to the construction documents en required by the soil report). Show height of all foundation walls. Chapter 23. 82. Show height of retained earth on all foundation walls. Chapter 23. 83. If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 84. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a) . 85. Note on plans that surface water wi 11 drain away from building and show drainage pattern and key elevations. Section 2905 (f). 86. Dimension foundation per U.B.C. Table 29A: ll22n [ooJ;;Lgg fUD1>0[teS,* S~!!!!!:!aU Hi.WI ~ ll\iCJmHI 1 6" 12" 1211 6" 2 911 15" 1811 711 3 10" 1811 2411 gtt *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 87. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 7 --... --....-.~ .. .-.. ---~ 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 inline with the run of stairs if the walls under the stairs are unfinished; d. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. e. At openings between attic spaces and chimney chases for factory-built chimneys. 108. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Section 2516(f)4. 109. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 X 6 max. 10' ; Non-bearing: 2 x 4 max. 14' , 2 X 6 max. 20'. Table 25-R-3. 110. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 111. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post-to-beam and to-footjn,g connections reference the detail to the Section 2516 (m). post- and plan. 113. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. fl. s,z e... 11/17/93 114. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, Kand Section 4714 (d)] . 115. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 116. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure non- bearing condition between supports as designed). 117. Provide roof framing plan and floor framing plan. Section 302 (dl. 118. Provide framing sections through Section ~Spec~fy openings 2517 (g) 302 (d). all header sizes for over 4' wide. Section 5 - 120. Provide calculations for main vertical and horizontal framing members and footings. Section 302 (bl . 121. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 122. In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 123. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 9 124. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or J: metal pedestals projecting l" minimum above floors unless ' approved wood of natural resistance to decay or treated wood is used. ~ection 2516 (c) 4. ~ndividual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 126. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). 127. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. 128. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. 129. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h) . ~~idges, hips, and valleys shall be f~t least one size larger than supported rafters. section 2517 (h) 3. ~In open beam construction, provide ~strap ties across the beams at the ridge support. Section 2501 (bl. b~ ,t 11/17 /93 132. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 133. Cripple wall studs exceeding 4 in height shall be 3 inch by 4 or 2 inches by 6 inches supporting 2 stories. Section (g) 4. feet inch when 2517 134. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. MBCHANJ:CAL (QNIPORM MECHANJ:CAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 135. Show the size, location and type of all heating and cooling appliances or systems. 136. Every dwelling unit shall be provided with 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, Sec. 1212. 137. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. 138. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 139. Furnace shall not be installed in any bedroom, 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. 140. Show source of combustion air to furnace, per Chapter 6, UMC. le S'-:i ~~Q ..... so''· I.>,),· \ ' I/Jo+-b'L pcr1. .. +,- 10 141. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708, UMC. 142. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708, UMC. 143. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709, UMC. 144. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 145. Show I. C. B. 0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. 146. Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703(h). 147. Note on plan: Gas vents and non- combustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c) 148. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 1903. ELECTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. 14 9. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If ervice is over 200 amps, submit single line diagram, panel schedule and load calculations. 11/17/93 151. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). Show on the plans that countertop receptacle outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Dwelling Unit Receptacle Outlets Counter Tops 210-S2(c) ' 2'--i 1-2·+2•--i 1-2·-+-4• ~oc~ott 1 '-ti. ~O s,. G.FO GI' 4' i· 1 .l l<llchan OC' •• DinlngNU •• 152. Show on the plan that receptacle outlets in hallways comply with 1990 NEC Art. 210-52 (h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. 11 52. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (m). 53. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one- hour fire-resistive construction. Section 3306 (1). 54. w~· t in uni ts, show that corridors ha a minimum width of 36 inches. J on 3305 (b). ROOFING Specify roof slope. 56. Roof slope is not adequate for roof 58. type specified. Table 32-B, D and E. Specify roof material and application. Chapter 32. Specify number covered Section I.C.B.O. or U.L. approval for roof materials not in U.B.C., e.g., tile, etc. 107. 59. Specify minimum l/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 60. 61. 62. 63. Show roof drains and overflows. Section 3207. Provide skylight details compliance with Sections 5207 or provide I .C.B.O. number. to show 3401 and approval Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed lOO square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. Show attic ventilation. Minimum vent area is l/150 of attic area (or 1/300 of attic area if at least sot f the required vent is at least 3 eet above eave vents or cornice s) . Show area required and a provided. Section 3205 Cc). µ($~c._ &r1 c ~ b 11/17/93 64. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of l/4-inch in dimension.• Section 3205 (c) • CONCRBTB AND MASONRY 65. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 66. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d) l and Section 2515 (a). Show ties and #9 wire in horizontal joints, etc. 67. Show height and construction details of all masonry walls. Chapters 24 and 26. 68. Show floor and roof connections to masonry and concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. GARAGZ AND CARPORTS 69. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 70. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (bl 71. Show a self-closing door, either l+ 3/8" solid core or a listed 20- minute assembly, for openings between garage and dwelling. Section 503 (d). 72. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 89. 90. 91. 92. 93. 94. @ ~ ~C!J \.6 98. Show foundation bolt size and spacing. Section 2907 (fl. Specify size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge and end distances and spacing. Section 302 (d) . If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) l. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans details for stepped footings steeper than 1:10. Section 2907 (c) . Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c)2. Show minimum underfloor ventilation equal to l sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. PRAM:tHG Show wall bracing. Every exterior wood stud wall and main cross-stud 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, Table 25-V. 7 o, \ . "\" ~\O. 11/17/93 99. 100. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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 inline. sec. 2506 (h) . Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d} 3, 2517 (hl 7. 102. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) s. 103. Show rafter 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. Section 2517 (h) 5. 104. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. 105. Show double top plate with minimum 4 8" lap splice. Section 2517 (g) 2. 106. Show nailing will be in compliance with Table 25-Q. 107. 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 both vertical and horizontal; 8 Thank you. t.-L..r<l...... A ~1A1/,jow c.,v .µ..~ 13 4 y W ,N¢O"-" &~ow S uppc,r± f:'c,ll... ~""'"'- ~ lt . Ct ..l-1 ' c.. ,:. t I f I I<. f-p/&c t:-/.-/4 .,f/(XJv -/ {o h 12 c O"'C f').J (L+ of A rcur d. ftu-.:.., I' 11/19/93 14 PLANNING/ENGINEERING APPROVALS PERMIT.NUMBER CB -Jj-::::3;f- ADDRESS /45? Jfil k RESIDENTIAL ADDITION MINOR ( < $10,000.00) DATE~!-~---r~---f_< ____ _ TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER _____________ DATE _______ _ ENGINEER,~ ~ DATE-~__,.24'/4~~--- C:\ WP51 \FILES\BLDG .FAM Rev 11 /15/90 ' ~ ~ l \~ ~ J ~ ~ ':5--, ~ h M -• .. • • Cl Cl ;I I :t :t -; .. • .. ~ ! 41 1.,1 i i 0: -.. • .. • 0 I :t ; ... ! I -.. PLANNING OiEClCLIS'T Plan Check No. 95-]IY Addn!SI /OC:-0 PAL,M Av.·--· Planner VAN LYNCH Phone 438•1161 ext. Cl325 _i,iii,iii,,, ___ _ (Name) APN: ZOJ --!P'O-o 3 Type of Project and Use f?.& ID eyv77/J L Pbi) t 7[CJ-N Zone /2.--1 Facilities Management Zone __ / ___ _ CFD (~ #(if property in, complete SPECIAL TAX CALCULATION WORJCSHEET provided by Building Depamnent.) (21 r9) Item Complete Item [ncomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency wu identified 13tio F.muoamenWReviewlb!quind: YES_NoLm>E __ _ DATE OF COMPLETION: Compliance with conditions of approval? II not, state conditions which require action. Conditions of Approval ____________________ _ lo O Diacreaamry Aaim Required: YES_ NO f.:i... TYPE __ _ APPROVAL/R£SO. NO. ___ DATE: _____ _ PROJECT NO. ___ _ OTHER RElATED CASES: ____________________ _ Compliance widl coadidom of approval? (f not, state conditions which feCluire action. Conditions ol Approval _____________________ _ . ✓□ 0 Califamia Coaal Ow11nrkrl111. Peamit Required: YES _ NO .2$._ DATE OF APPROVAL: ____________________ _ San Diqo Coat Disuict, 3111 Camino Del Rio North, Suite 200, Sa Diep,. CA. 92108-1725 (619) S21-8036 Compliance with conditions of approval? (f not, state condidom which require action. Conditions of Approval ____________________ _ ✓□ □ lar.......,. ......... ,_ nqulnd: YES NO~ (Effective date of lndusionary Housing Ordiiiance -May 21, 1993.) ¥Site Plan: 1. 2. 1. 2. 3. Provide a fully dimensioned site plan dra~Show: North arrow. property lines; easements. exisan;~posed structures, streets, existing street improvements. right-of-way width, dimensioned setbacks and existins topographical lines. Provide lepl description of propmy. and assessor's parcel number. Setbacks: ~ _, Front: Required ZO Shown '-I I [nt. Side: Required 6-e" Shown /8.o'{?'..r) Street Side: Required -Shown -Rear: Required t>•G' Shown QeC'-. tf /O. Lot coverage: Required ClfOtshown cY"S Height: Required .c .v ,. Shown 16 ~ 2--Shown I __ Shown __