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HomeMy WebLinkAbout1260 BUENA VISTA WAY; ; CB890971; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNEWBUILDER CONTRACTOR -1 I1 lI----! 4 L 71 In 1 71 - D m r m C White - Inspector Green - (1) Finance Yellow - Assessor Pink - Applicant Gold - Temporary File 7 rn r rn a 0 v) rn n 5 0 m 7 m K 3 -I B n D n < - DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, Ck 92009-4859 (61 9) 438-1 161 MISCELLANEOUS FEE RECEIPT MAILING ADDRESS Applicant Please Print And Flll In Shaded Area Only PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION v- JOB ADDRESS IZa eu E;rc\lb, vW?k ASSESSOR’S PARCEL NO. \g& * lD-2-1$5- PLAN ID NO. I 1 OWNER OWNER’S DATE GIVEN/ DATE SENT TO APPLICANT MAILING ADDRESS %H ZIPq-7 TEI.7- CITY mlP VALIDATION AREA P & E CORRECTIONS LIST CONTRACTOR ESTMATED VALUATION CONTRACTOR’S I CITY ZIP TEt. WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LEENSE NU. SUBOlVlSlON LOT@) CHECK IF SUBMITTED: LEGAL DESCRIPTION 0 2 ENERGY CALCS I 2 1987 ENERGY CALCS 0 FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS 17 DESCRIPTION OF WORK 0 2 SELF ADDRESSED ENVELOPES I /A/!? vw- -/ LA COSTA LETTER NTACT PERSON dNw & I SCHOOL FEE FORM RESS 1- I CERTIFICATE OF OCCUPANCY 4NT’S SIGNATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor 08/ 14/9 0 INSPECTION HISTORY LISTING FOR PERMIT# CB890971 DATE INSPECTION TYPE ACT 05/ 17/9 0 0 5/ 17/ 9 0 04/ 3 0/9 0 04/ 3 O/ 9 0 04/ 18/9 0 04/ 18/ 9 0 04/02/90 04/ 02/9 0 03/30/90 03/30/90 02/ 06/ 9 0 02/06/90 02/06/9 0 0 1/3 0/9 0 01/30/90 Final Structural Final Structural Shear Panels/HD's Exterior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Grout Grout Grout Ftg/Foundation/Piers Ftg/Foundation/Piers RI AP RI AP RI AP RI AP RI co RI AP AP RI AP COMMENTS Tl/MH/ANDY/4 3 4-3 848 Tl/MH/ANDY/4 3 4 -3 8 4 8 LATH Tl/RS/ANDY/434-3848 RECHECK PLATE BOLTING T3/MH/434 -3848 T2/MH/ANDY/4 3 4-3 84 8 Tl/MH/WALT/ 7 2 2 - 3 9 4 7 ADD ADD #4 AT TOP Tl/MH/JIM/722-3947 BY PD 1-29-90 HIT <RETURN> TO CONTINUE... t c CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890971 FOR 03/30/90 INSPECTOR AREA PK DESCRIPTION: 600 F STORAGE UNIT GARAGE PLANCK# CB890971 TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 1260 BUENA VISTA WY STR: FL: STE : APPLICANT: CONWAY ENGINEERING PHONE: 619 753-1453 CONTRACTOR: PHONE : OWNER: WALTHER, ANDY OCC GRP REMARKS : T2/MH/ANDY/4 3 4 -3 8 4 8 SPECIAL INSTRUCT: GARAGE SLAB TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS CB900086 RETAIN ISSUED CD LVL DESCRIPTION ACT COMMENTS 11 ST Ftg/Foundation/Piers ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INS? COMMENTS 020690 Grout . AP PD ADD 020690 Grout AP PD ADD #4 AT TOP 013090 Ftg/Foundation/Piers AP PK BY PD 1-29-90 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890971 FOR 02/06/90 ! DESCRIPTION: 600 F STORAGE UNIT GARAGE i TYPE: RAD JOB ADDRESS: 1260 BUENA VISTA WY APPLICANT: CONWAY ENGINEERING OWNER: WALTHER, ANDY REMARKS : 1 CONTRACTOR: Tl/MH/WALT/7 2 2 -3 9 4 7 SPECIAL INSTRUCT: INSPECTOR AREA PK PUCK# CB890971 OCC GRP CONSTR. TYPE NEW STR: FL: STE : PHONE: 619 753-1453 PHONE : PHONE : 6 132 3ba INSPECT0 TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS f CB900086 -IN ISSUED CD LVL DESCRIPTION ACT COMMENTS 66 MA Grout ***** INSPECTION HISTORY ***** DATE DESCRIPTION !/j 013090 Ftg/Foundation/Piers ACT INSP COMMENTS AP PK BY PD 1-29-90 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 56@1468 DATE : 8/7/8Y JURISDICTION: raarI+L~fJ PLAN CHECK NO: 89 - 97 I SET: & - PROJECT ADDRESS:. \260 PROJECT NAME: - CAP c @ugna \] 0 ,540 .~ GCIr IOU b DAPPLICANT <I JURISDXCZVN PLAN CHECKER OFILE COPY auPs 0 DESIGNER 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 0 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 for your information. 0 0 0 m 0 .o &7 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 : Enclosures: CIGA DAA Uvw ODM ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE : 7hh CITY OF CARLSBAD / JURISDICTION: DATE : 7hh APPLICANT JURISDICTION: CITY OF CARLSBAD - CfFILE COPY PLAN CHECK NO: 87- $31 SET: DUPS TSDESIGNER APPLICANT U CfFILE COPY T.DESIGNER DUPS '4 PROJECT ADDRESS: /Z6 u f3VkNP VlLm PROJECT NAME: ~A.L FJW~J~ 1 I rhe 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- 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 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. 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 : ? Pa c (7-6 < Enclosures: ESGIL CORPORATION -7/9 OGA OAA Ovw ODM I. 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: 1985 UBC (eff. 7/31/87) 1985 WC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sueed up the recheck urocess. note on this list lor a COUY) where each correction item has been addressed i.e.. ulan sheet. specification. etc. Be sure to enclose the marked up list when YOU submit the revised ~lan~. Date plans received by jurisdiction: Date plans received by Esgil Corporation: 7 /s- Date initial plan check completed: By: I' -5 C(+.fC Applicant contact person: -_ -_. List No. 63, Carlsbad Single Family Duelling and Duplex With All Suppl-nts- (1985 nC) .I - PLANS Please &e 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 (619) 560-1468. 92123, 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 jurisdiction's 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed 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). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling,.. garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 LJBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proFosed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Section 302(c). .. Indicate distance from property lines to proposed building. Section 302(c). Show on the title sheet all structures, pools, walls, etc. included under this application. hy 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 .I' 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. Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). 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 reax property lines. Section 504. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. Section 1710. r/ 7 'I/ '4/ 1J ,pd When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existinp: bedrooms per item 16 above. me maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights 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 11300 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). Section 3203 (e) 3. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 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 B9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance wjth Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is ereater. Cross erain tension or Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. l)/ Garage requires one-hour fire protection on the garage side of walls and ceiling cornon to the dwelling. 7/ ~11 elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages aze not permitted to open into a room used for sleeping purposes. 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. 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 ratio is 3 1/2 to 1 for height-to-width. Table 25-1. 7)d 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 (h). 7# 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 (a). POUADATIOA RBXI, Table 5-B, Section 503 (d). Section 1104. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing Section 2905 (e). ALhyp op [&Q bending in woGd ledgers is not-permitted. 80. The foundation plan does not comply with the Section 2310 & 2312 (j)3A. soils report recommendations for this project. Please review the report and modify design, Provide details for damp proofing the notes and details as required to show foundation walls, below finish grade, where compliance: usable space exists on the interior side of the walls. Section 1707 (d). SllOl89 5 1- 81. 82. 83. / Y Provide notes on the foundation plan listing the' soils report recolnmendation for fnundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan! grading plan and specifications have been renewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recomendations 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 building official in writing that: 1. The building pad was prepared in ' 2. The utility trenches have been properly 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." accordance with the soils report, backfilled and compacted, and Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the'elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. /.'- 88 / Dimension foundation per U.B.C. Table 29A: Floors Footing SupDortedfi Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 15" 18" 7 It 3 10" 18" 24" 8" $<Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required, note on plan that @ hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. ,d Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minima underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. . Specify that posts embedded in concrete shall '9"' be pressure treated per UBC Std. No. 25-12. Section 2516 (C) 3. )d Show foundation bolt size and spacing. ' and shear walls. Section 2907 (b) . f. Section 2516 (c) 6. Section 2516 (c) 1. Show wall bracing. Every exterior wood stud IPa wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. . In 2-story buildings, shear panels at the + first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. ~ 5/10/89 6 /. . Note cross bridging or blocking. Floor joists '$ id 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), 2517 (d) 6. . Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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) 5. 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) 4. . Show rafter purlin braces to be not less than @ 45 degrees to the horizontal. 111 Show double top plate with minimum 48" lap Section 2517 (h) 5. 6 splice. Section 2517 (g) 2. Show nailing sill be in compliance with Table 25-4. Show or note fire stops at the following locations per Section 2516 (f): a. b. C. d. 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; at all interconnections between concealed vertical and horizontal spaces such as occur at Soffits, drop ceilings and cove ceilings; 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; and 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. 4. 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. . Studs supporting two floors, a roof and ? ceiling must be 3 x 4 or 2 x 6 at 16'' O.C. . Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). roof and floor diaphragms, to shear walls. Section 2513. &Q Dit46 GF~L TO 6,*~ f" Table 25-R-3. Detail shear transfer connections, including .. r-*q sh%.Alz- -hi -- 1d Soecifv nail size and sDacine for all shear / w'alls ,- floor and roof' diapLagms . Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. Show 3" or 2" x 6" studs in first story of three story building. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing x 4" Table 25-R-3. ;2"/ ;v( Y Y plan. Section 302 (c). ,I#+. Provide framing sections through Section 302 (c). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Prov'ide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See coments below or at end. ) 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 metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used., Section 2516 (c) 4. Individual 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. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Specify plywood thickness, grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than F' 1411 high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. other weather exposed areas, is "bonded with exterior glue.'" Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. p. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at 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 (b) . Section 2516 (f). Show plywood sheathing over exposed eaves, or All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1. Show the size, location and type of all heating and cooling appliances or systems. . Show source of combustion air to furnace, per Chapter 6, UMC. 3. 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. 1211. Show minimum 30" deep unobstructed working 5. Note on plans, "clearances to be per 6. 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. Show I.C.B.O. approval number for prefab 8. Show access to the attic or underfloor furnace r/ s 1$ space in front of furnace. Section 505, UMC. r' manufacturer's listing." Section 504, UMC. + Yj fireplace. to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 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 electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 1. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 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 (a) 6. td Ir/ f- d ? 1fk;:de dryer vent to outside. UMC, Section stiota9 Specify on the buildinn Plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enernv Conservation Reauirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTUJHr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. r.l l/ . Provide fluorescent general lighting in @ kitchen(s) per CAC, Title 24, 2-5352(.J). # on the following page. CAREDAD S.P.D. h Energy conservation design should be for Zone Y7 . See attached energy packages. Floor drains must have auto-prime (city tpd policy). . Note exhaust fans cannot be ductless type (city # policy). 2. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). # Note ''two 314" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated,or cooled by mechanical means (city policy). Please see additional corrections, or remarks, td Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. additions, require a soils report. Please submit two copies. . Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" 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 policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). &HPC S'~W~C.Z> - -0 LIIC~)C City Ordinance 9792 requires two parking spaceslunit with clear area of 20'x2Of i.e. no washing =chines, etc. Show compliance. Please see additional corrections, or remarks, 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 project. If you have any questions regarding these plan check items, please contact All new residential buildings, including A.VO 23CLt/S~ve 2 7% CP utJ;A?L F. on the following page. at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 1200 Elm Avenue, telephone 6191438-1161. Thank you. Enclosures: 2. - .. WILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER m GM- Goo (7 I! ol A, VQS 1 I Dater 7/;7/65 CITY OF CARLSBAD Prepared by I f fiSCtm VALUATTON AND PLAN CHXK FEE 0 Bldg. Dept, 0 Esgil PLAN CHECK NO. 87- $7/ BUILDING ADDRESS /&GO VISTA APPLICAN TIC ON TAC T BUILDING OCCUPANCY MI DESTGNER PHONE TY?E OF CONSTRUCTION Fd CONTRACTOR PHONE PHONE NO. A fr Condi tionina Corn ercial Q ~ Residential I I@ Res. or Corn. Fire Sorinklers @ 0uilding Permit fee f Plan Check Fee f f .-- f C 0 Fl HE N TS; Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF / 12/87 ESGIL CORPOMTION 9320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : ?/3 7/ 90 JURISDICTION: d C]FILE COPY FIDES IGNER PLAN CHECK NO: 89-471 Po r/r SET: UUPS 4 PROJECT ADDRESS: IZ~O nr,ena l)rsqa uJq Ll c PROJECT NAME: Ga rea o 115 c The plans transmitted herewith have been corrected where building codes. The plans transmitted" h will substantially comply 0 with the jurisdictionls baklding codes when minor deficien- cies identified are resolved and checked by building department staff. i%% necessary and substantially comply with the jurisdiction's The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. 0 identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. The plans are being held at Esqil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the fi jurisdiction to return to the applicant contact person. 0 The applicant's copy bf 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 # 0 REMARKS: By: Gew Ye L,Ia Enclosures: ESGILFCORPORATION 3) UGA UAA Ovw ODM a - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: 3/15/90 JURISDICTION: COP 6 ad PLAN CHECK NO: R9-97/ Ear/ . SET: J. CJUPS PROJECT ADDRESS: I260 Rrrdna V ?do w ou PROJECT NAME: raaa LL3d s IO fan c(* nee. OFILE COPY - 0 DESIGNER The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. 0 identified on the enclosed check list and should be corrected The check list transmitted herewith is 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 0 jurisdiction to return to the applicant contact person. 81 The applicant's copy of the check list has been sent to: bod. CA , qjZOafi An$ra.l9 L. r19& ITCP t2GO Bwe ma (9 Q UBa u d 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 # 0 REMARKS: Byi6ewb -~XCO~(Q Enclosures: 75 ESGIL-ORPORATION P OGA OAA Ow ODM to be satisfied before the plans will be in conformance with,the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the 'dation of any state, county or city law. A. PLANS @ Le make all corrections on the original tracings and aubmit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: FSeiL COEPO~~TIOU . 9316 CfIFSBPP kF De 5 TT 206 Ijtrp/ r, 21 0 To %Etet= rcchzking,Apleaa: icf~~ty, next to each circled Item, the shcet of the plena upon nhich each correction on this sheet has been made and return this check sheet with tha rcvlsed plana. I ' f The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. me if you have any questions regarding these items. Please contact ----.I- - . _- Dite @an? received by plab checker 3/5/90 I I .Prepared by: s L7 i I I I I Jurisdiction CmIb bud - A ir Condit ionine: I @ Res ident ial: @ ’. Commercial . Res. or Corn. Fire Sprinklers @ Total Value I 1 VALUATTON AND PLAN CHECK FEE PLAN CHECK NO. 69- 9 71 &c/, BUILDING ADDRESS I960 sw na 3fsG Wdt? APPLTCANT/CONTACT - PHONE NO. BUILDSNG OCCUPANCY c(- I DESIGNER PHONE TYPE OF CONSTRUCTION @N CONTRACTOR PHONE - ~~ ~ ~UILDINC PORTION EUILDINC AREA (VALUATION I VALUE 1 ?. .. - Building Permit Fee $ 5- 03 Plan Check fee $ @o,02 0.0 & 100 b- COMMENTS: SHEET 1 OF 1 12/87 c .: do cl BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: @/ /S/# PLAN CHECK NO. @?#?7/ PROJECT ADDRESS : /a0 fiUFA&V 1 57& N/A - NOT APPLICABLE PROJECT NAME: LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (X) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance - 4. No discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date : Field Review 7. Field review completed. No issues raised. - 8. Field review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines (Future Improvement Agreement required) . D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements Q(, 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s> prior to issuance of Building Permit. The description of the dedication is as follows : Dedication completed, Date: By : Improvement Requirements 2 11. 12. 13. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This pro j ec t requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By : Grading Requirements 13a. Inadequate information available on' site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. k 14. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By : Miscellaneous Permits o( 16. Right-of-way Permit not required. .- 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: 18. Sewer Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required concurrent with Buiiding Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. ?(, 20. 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By : Fees Required .& 22. Park-in-Lieu Fee Quadrant: - Fee Per - Unit : n 91% 23. Traffic Impact Fee Total Fee: - Fee Per Unit: - Total Fee: .".!& . 24. 25. 26. 27. 28. Bridge and Thoroughfare Fee A Fee Per Unit: - Total Fee: Public Facilities Fee required. Facilities Management Fee zone: I Permit No. - Fee : " c- Sewer ateral required: -7 CY- REMARKS : ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date: no 000 ann PLANNING CHECKLIST Address 0q *?71 Pl an Check No. APN : P1 anner Phone 438- 1161 Type of Project and Use (Name) Zone Facilities Management Zone Leqend 8] Item Complete @) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO - TYPE APPROVAL/RESO. NO. DATE : PROJECT NO. OTHER RELATED CASES : Compliance with conditions of approval? require action. Conditions of Approval If not, state conditions which Landscape: Compliance with conditions of approval? require action. Conditions of Approval If not, state conditions which Coastal : YES NO - DATE OF APPROVAL: no0 000 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 000 no0 000 000 UOU 000 000 Site Plan: 1. 2. 3. 4. Zoning: 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 ines, easements, existing and proposed structures , streets , exi s t i ng street improvements , ngh t -of -way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing Provide legal description of property. and proposed slopes and driveway. . -_ Provide assessor’s parcel number. Setbacks : Front: Int. Side: Street Side: Rear: Lot coverage: Height: Parking: Guest Requ i red Shown Requ i red Shown Required Shown Requ i red Shown Requ i red Shown Required Shown Spaces Required Shown Spaces Required Shown Additional conments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO Additional Comments 000 .. . Revision &?ZN57 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED 81 THE SIN DlEG3 REGIONAL STANOAROS CDMYITTCL &@P&fl &z./975 . 0 RAW1 N G MASONRY RETAINING WALL TYPE 2 [LIVE LOAD SURCHARGE OR SLOPING BACKFILL] -- CJnlvdtmini n r E 19~01 om NUMBER c-2 1 1/2 : 1 sloping backfill or 250 psf. live load surcharge By Approved I Oate 9FUf.q rB -85 F Edge of Footing N PLAN 1 1/2 : 1 sloping backfill or 250 psf. live load surcharge -- mortar cap I_ HI 5'. 4'' H= 3' - 8" TYPICAL SECTION 3' - 8" rnax. Horizontal reinf. not shown TYPICAL SECTION ELEVATION 2. Fill all block cells With grout. .. .. 1 -.-- 4 . ? 7 - -.-I*..- - 0 U 't 3 . P p i" ', . !i , 1 t I II .! I 4 I I I , * ., T N N // 4 t 315 i I i f CL =IS0 6. D 0 K. I J . .. BUILDING PERMIT PCR No: PCR90043 03/29/90 10: 36 Project No: A8901669 Page 1 of 1 Development No: Permit Type: PLAN CHECK REVISION 4416 03/2?/?0 (1001. 01. 02 Parcel No: 156-120-25-00 Construction Type: NEW Occupancy Group: Class Code: Status: ISSUED Description: GARAGE FLLOR SLAB N& E SIDE Applied : 03/29/90 Apr/Issue : 03/29/90 Validated By: DC I Job Address: 1260 BUENA VISTA WY Str: F1: Ste: C-PRtfT 1r;Q 00 Valuation: 0 (!/7#377C .oo .oo 100.00 Ext fee Data 100.00 n I APPROVAL I CrrY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - OCOHNERCIAL UNEU UTENANT IMPROVEWENT B - 0 INDUSTRIAL ONEW 0 TENANT IMPROVEMENT RESIDENTIAL 0 APARTMENT OCONDO OSINGLE FAMILY DUELLING OADDITION/ALTERATlON ODUPLEX ODEMDLITION ORELOCATION OMOBILE HOHE OELECTRICAL OPLUMBING cP n EST. VAL P VV p so43 I PLAN CK DEPOSIT < VALID. BY I DATE DAY TELEPHONE 4/ 7 -9 9 %' 8 CITY GAMA sdnD STATE a ZIP CODE 2 2iAi!A OAGENT FOR OWNER PNER 0 CONTRACTOR AGENT FOR CONTRACTOR ADDRESS STATE ZIP CODE DAY TELEPHONE 5/wE 5WF WANE CITY 5. PROPERTY OWNER WNER OLESSEE DTENANT ADDRESS WANE CITY STATE ZIP CODE DAY TELEPHONE ADDRESS 6. CONTRACTOR NAME S#Mr CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE T I TLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. X 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations. or a certificate of Uorkers' Conpensation Insurance by an achitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed uith the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POL I CY NO. EXPIRATION DATE Certificate of Exemption: so as to becm subject to the Workers' Compensation Laws of California. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Ouner-Builder Declaration: I hereby affirm that I am exempt frm the Contractor's License Lau for the follouing reason: 0 I as owner of the property or my employees uith uages as thelr sole compensation, uill 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 ouner of property who builds or improves thereon,, and uho does such uork 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 uithin one year of completion. the owner-builder uill have the burden of proving that he did not build or improve for the purpose of sale.). I, as ouner of the property, am exclusively contracting uith licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Lau does not apply to an owner of property uho tuilds or improves thereon, and contracts for such projects uith contractor(s) licensed pursuant to the Contractor's License Lau). PQ 0 I am exenpt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County uhich requires a permit to construct, alter, improve, demolish. or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Lau (Chapter 9, comnencing with Section 7000 of Division 3 of the Business and Professions Ccde) or that he is exenpt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not 4 - _. 7AiiL4UL DATE 3 - Z - 90 COHPLETE THIS SECTION FOR NOW-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to sutmit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit fran the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO OYES 0 NO OYES 0 NO IF ANY OF THE ANSERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS IET OR 15 lttllffi THE REWlRElEWTS OF THE OFFICE OF EMERGENCY SERVICES AYD THE AIR POLLUTION COWTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for uhich this permit is issued (Sec 3097(iI Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I ALSO AGREE TO SAVE INDEWIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JWGMENTS, COSTS AND EXPENSES UHlCH MY IN ANY WAY ACCRUE AGAINST %ID CITY IN COWSEUXYCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comnenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the uork is comnenced for a period of 180 days (Section 303(d) Uniform Building Code). I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. APPROVED BY: DATE: RE^, &HER 0 CONTRACTOR 0 BY PHONE WHITE: File YELLOW: Applicant PINK: Finance * CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890971 FOR 05/17/90 INSPECTOR AREA PD DESCRIPTION: 600 F STORAGE UNIT GARAGE PLANCK# CB890971 TYPE: RAD CONSTR. TYPE NEW APPLICANT: CONWAY ENGINEERING PHONE: 619 753-1453 OWNER: WALTHER, ANDY OCC GRP JOB ADDRESS: 1260 BUENA VISTA WY STR: FL: STE : PHONE: CONTRACTOR : PHONE : REMARKS: Tl/MH/ANDY/434-3848 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMIT$ TYPE STATUS CB900086 =IN ISSUED CD 19 DATE LVL DESCRIPTION ST Final Structural ***** INSPECTION HISTORY ***** DESCRIPTION ACT INSP COMMENTS 043090 Exterior Lath/Drywall AP PK LATH 041890 Frame/Steel/Bolting/Welding AP PK RECHECK PLATE BOLTING 040290 Ftg/Foundation/Piers AP PK 033090 Ftg/Foundation/Piers CO MP 020690 Grout AP PD ADD 020690 Grout AP PD ADD #4 AT TOP 013090 Ftg/Foundation/Piers AP PK BY PD 1-29-90 Date: 2-90 Calcs by: Sheet I of Structural Calculations For CONSULTING STRUCTURAL DESIGN 135-A Livepool Dr. Cardiff Ca. 92007 Tet (6 19) 942-8649 FOUNDATION 1) ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL BE EXCAVATED, PROPERLY TREATED. REPLACED AND PROPERLY COMPACTED. 2) CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OR FAILURE TO MAKE SOIL SURVEYS, OR SUB-SURFACE SOIL TESTS, OR GENERAL SOIL TESTING. 3) SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS OF WEEP HOLES. OR A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. &) CONTRACTOR TO PROVIDE FOR DE.-WAT-ERING OR EXCAVATING FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 5) CORNERS AND 'WALL INTERSECTIONS OF TRENCH MUST BE HAND EXCAVATED. BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. 6) CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. 7) THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGINEER IS NOTIFIED OF DATES AND TIMES OF CONTRUCTION AND BACKFILL. 8) BACKFILLING OR RETAINING WALLS TO BE COMPACTED BY LIGHT HAND HELD COMPACTORS ONLY. NO VEHICLES. CONCRETE- 1) CONCRETE USED IN THE WORK SHALL HAVE THE UTILMATE COMPRESSIVE STRENGH OF 2000 PSI AT AGE OF 28 DAYS, OR OTHERWISE NOTED. . - .- 2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE FOLLOWING: 1 112" IN FOUNDATION AND MASS CONCRETE. 3) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 1. &) AGGREGATE'(ST0NE CONCRETE) SHALL CONFORM TO ASTM '2-33. 5) UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE OF REINFORCING BARS TO FACE OR BAR SHALL BE AS FOLLOWS: A) CONCRETE IN CONTACT WITH EARTH, UNFORMED (REGULAR) 3". B) CONCRETE IN CONTACT WITH EARTH, FORMED (REGULAR) 2". 6) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. b BLOCK MASONRY UNITS SHALL BE GRADE "N-1" HOLLOW CORE CONCRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION, AND IN ADDITION, SHALL HAVE CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 2000 PSI. A MAXIMUM SHRINKAGE OF .ob% FROM THE SATURATED TO-TO OVEN DRY MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE FOLLOWING RATIO BY VOLUME: ONE PART PORTLAND CEMENT, THREE PARTS SAND AND 1/U PART TO 1/2 PART'MAXIMUM LIME OR LIME PUTTY. GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED TO ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. MINIMUM LAP REINFORCING STEEL SHALL BE 110 BAR DIAMETERS MINIMUM. PROVIDE 1/2" MINIMUM CLEARANCE FROM BLOCK MASONRY CELLS. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0'' UNLESS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED. NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. 8) VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT: ANY OVER- HANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. g).ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED INSPECTOR WHERE CALLED OUT. REINFORCING STFFT.2 _. 1) ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 110 FOR #5 BARS AND GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET STEEL-BARS .EXCEPT .AS' NOTED. 2) FABRICATING DETAILS SHALL CONFORM TO'THE ACI MANUAL OF STANDARD PRACTICE. -. 3) ALL REINFORCING BAR BENDS TO BE MADE COLD. U) SPLICES IN REINFORCING STEEL SHALL BE 00 BAR IN DIAMETERS IN MASONRY. SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR IN DIAMETERS. 5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. . 1) ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36-UNLESS OTHERWISE NOTED. 2) ALL LIGHT-GAUGE STEEL HAVE 33 KSI YIELD STRENGH-UNLESS OTHERWISE NOTED. 3) ALL WELDING SHALL CONFORM TO A.W.S. AND AISC STANDARDS. 0) ALL MACHINE BOLTS SHALL BE A307 MINIMUM-UNLESS OTHERWISE NOTED. 5) ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM. 6) ALL FIELD WELDING AND HIGH STRENGH BOLTS SHOULD BE SPECIAL INSPECTED. 7) ALL WELDING SHALL BE DONE BY THE SHILDED ARC PROCESS USING APPROVED ELECTRODES PER A.W.S. SPECIFICATION. E70XX (LOW HYDROGEN ELECTRODED). 1) ALL STRUCTURAL LUMBER TO BE DOUGLASS FIR-GRADE MARKED PER CALL OUT IN ENGINEERING CALCULATIONS. 2) ALL NAILING SHALL CONFORM TO U.B.C. TABLE 25-4 UNLESS OTHERWISE NOTED. GEWERAL Ju0TF.S: 1) THE CONTRACTOR SHALL VERIFY ALL DIMENTIONS. ELEVATIONS AND CONDITIONS PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES AND INCONSISTENCIES. 2) CLIENT AGREES THAT CONSULTANT WILL NOT PERFORM ON-SITE CONSTRUCTION REVIEW FOR THIS PROJECT. .% 1) SPECIES-DOUGLASS FIR-LARCH. 2) WOOD STRESSES-REF. 1, TABLE 25-A-1. IP il r‘ !