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1022 LIGHTHOUSE RD; ; CB951671; Permit
a4' 03/13/96 09:12 Page 1 of 1 LIfrt frøU3 I Job Address: 1-2—- Permit No: CB951671 Project No: A9200124 Development No: DEV90084 Suite: BUILDING PERMIT Permit Type: COMMERCIAL BUILDING C1473 I1/13/96 0001 01 02 Parcel No: 214-530-37-00 Lot #: TT3 C-PR v5 4 o i Valuation: 22,332 Construction Type: NEW Occupancy Group: Reference#: CT920001 Status: ISSUED Description: POOL BUILDING, COSTA DO SOL Applied: 11/14/95 GREYSTONE Apr/Issue: 03/13/96 Entered By: RMA Appl/Ownr: GREYSTONE HOMES 909-273-9494 495 E RINCON, STE 115 CORONA, CA 91719 -'V Plan Check Number > 9116 *** Fees Required *** /7 * ,( Fes(CoIIected & Credits :'i ' V / V •__5 5J__ •_5 I j \ Fees: 2,948/O Adjustments: - Tot a l .V.edi: \ .00 Total Fees: 2,949.bU 1,399.44 '/'Jf'y\\cEEtlance\DU:' \ 1,548.56 Fee description I ' ''nits Fe/Unit Ext fee Data I ------•• -------------- Building Permit 5.. ( V V 234.00 Plan Check I \ 4\ 7 152.00 Strong Motion Fee 7 . F1i "--' J 5.00 Enter Number of EDU's - W.erFee " !1.0'O 2400.00 * BUILDING TOTAL \V 2791.00 Enter "Y for Plumbinr Issue Fe . L / V / V 20.00 Y Each Plumbing Fixturecr Trap \ ?'? 42.00 Each Building Sewer V > INCORPORATED 1,./ -1.00 / 15.00 11 . - / V Each Install/Repair Water Lin -- > - V5V' 7VV O 7.00 Each Water Heater and/or'Ve'ht 4/1 1\'.V\'-/.0Q 7.00 Gas Piping System ' U f 7.00 7.00 *"PLUMBING TOTAL 98.00 Enter 1 for Electric Issue Fee' V - 10.00 1 Single Phase Per AMP >- ----1D'0 .25 25.00 * ELECTRICAL TOTAL 35.00 Enter '1' for Mechanical Issue Fee> 15.00 1 Each Install/Reloc Vent > 2 4.50 9.00 V * MECHANICAL TOTAL 24.00 F/,57APPROVA/ INV. DATE / c 3Tjj IL .i I .%J - CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 . &~+ 1 4'1~ "P SEWER PERMIT 03/13/96 10:31 Permit No: SE960006 Page 1 of 1 Bldg PlanCk#: CB951146 Job Address: 1072 LIGHTHOUSE RD Suite: Permit Type: SEWER - RESIDENTIAL 6473 03/13/96 0001 01 02 Parcel No: 214-530-37-00 C-PRMT 1806.00 Description: POOL BUILDING Status: ISSUED GREYSTONE,GREYSTONE-COSTA DO SQL Applied: 01/09/96 Apr/Issue: 03/13/96 Permitee: GREYSTONE HOMES 909-273-949 Expired: 95 E RINCON, STE 115 Prepared By: MAM CORONA, CA 91719 *** Fees Required *** *-Fes.4ollected & Credits ---------------------------- ----------------------- Fees: 1,806.O0,/ 'H '\ Adjustments: .nd Ttei1 Crdir: .00 Total Fees: 1,806/00 (( Tt1Paym'n:\ .00 I . BlatLce..ue: \ 1,806.00 Fee description / S\ // Uni Eè/hi Ext fee Data Enter Number of Units.' / . \r- \ 1.00 / Total E DU s / c- / '\ '\ i' \ 1 .00 Sewer Fee 1806.00 Enter Sewer EDUs and Bentjt Area . 1.00 00 * SEWER TOTAL I / 1606.00 INCORPORATED CITY OF CARLSBAD 2075 Las Palnias Dr., Carlsbad, CA 92009 (619) 438-1161 U • - __I _I_ - 4IFO April 13, 1996 To whom it may concern, This notice is to inform you of a change of address and parcel number for the Pool Building lot at the Costa Do Sol Development by Greystone Homes, CT92-01, APN 214-140-40 & 41. THE PREVIOUS ADDRESS & APN: 1019 SEAHORSE CT, APN 214-530-3700 THE CORRECT ADDRESS & APN IS: 1022 LIGHTHOUSE RI), APN 214-531-3700 I apologize for any inconvenience this may cause you. Sin ly, Building Technician cc: Pacific Bell, Carlsbad Water Dist., Chamber of Commerce, SDG&E, U S Post Office, Carlsbad Post Master, County Assessor, Carlsbad Police Dept., Carlsbad Fire Dept., Carlsbad Planning Dept., Carlsbad GIS Dept., Carlsbad Finance Dept., CFD Administrator, Greystone Homes 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576• (619) 438-1161 • FAX (619) 438-0894 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB951671 FOR 07/01/96 DESCRIPTION: POOL BUILDING, COSTA DO SOL GREYSTONE TYPE: COM JOB ADDRESS: 1022 LIGHTHOUSE RD APPLICANT: GREYSTONE HOMES PHONE: CONTRACTOR: PHONE: OWNER: PHONE: INSPECTOR AREA PY PLANCK# 951146 0CC GRP CONSTR. TYPE NEW STE: LOT: 91 909-273-9494 REMARKS: MW/NIELS/431-8870 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS- PERNIT# TYPE STATUS GR950016 GRADING ISSUED SE950115 SWRSD ISSUED CB951618 SFD ISSUED SE950133 SWRSD ISSUED SE960006 SWRSD ISSUED CB960147 MISC ISSUED SE960015 SWRSD ISSUED SE960025 SWRSD ISSUED SE960047 SWRSD ISSUED SE960067 SWRSD ISSUED CB960906 PATIO ISSUED CD LVL DESCRIPTION ACT COMMENTS U 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 062596 Final Combo NR PY 060696 Underground/Conduit-Wiring AP PY 050196 Interior Lath/Drywall AP PY 050196 Exterior Lath/Drywall AP PY 042996 Frame/Steel/Bolting/Welding AP PY 042996 Rough/Topout AP PY 042696 Frame/Steel/Bolting/Welding AP PY ND TOPOUT 042596 Frame/Steel/Bolting/Welding AP PY 042596 Rough Electric AP PY 042596 Rough/Topout NR PY 041796 Shear Panels/HD's AP PY DRYPACK COLUMNS 041696 Roof/Reroof AP PY ND PLANS REVISED FOR CHNGS 041696 Shear Panels/HD's AP PY 032996 Ftg/Foundation/Piers AP PY 032596 Underground/Under Floor AP TP A Quality Assurance Firm" Registered Inspector's Report of: STRUCTURAL STEEL ASSEMBLY Page 1 of 1 Shop XX Field Job Address: Building Permit: Plan File No.: CARLSBAD 951671 CB95-1146 Project: Architect: GREYSTONE CARLSBAD POOL BUILDING WILLIAM HEZMALHALCH ARCH. Engineer: ESI/FME INC. Material: STEELE A36 Certified Welder: VERIFIED Electrode: E-7018 Contractor Doing Reported Work: FNK'S I13J)J)1 / 7 Inspector: 1tARIO BA 04/03/96 PERFORMED CONTINUOUS VISUAL INSPECTION ON THE FILLET WELDING OF W8 X 31 COLUMN FABRICATION, AND FULL PENETRATION WELDS OF COLUMN TO BEAM MOMENT WELD CONNECTIONS AT POOL BUILDING STRUCTURE. REF. DET. 5, 9/SD3. TO THE BEST OF KNOWLEDGE REPORTED WORK IS IN ACCORDANCE WITH APPROVED PLANS., APPLICABLE BUILDING CODES. SUBMITTED TO: FRANK SANCHEZ IRON WORKS CITY OF CARLSBAD BUILDING INSP DEPARTMENT TESTING SERVICES & INSPECTION INC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax -4 A Quality Assurance Firm" NONDESTRUCTIVE TEST REPORT Project: GREYSTONE CARLSBAD POOL BUILDING Inspection Date: 04/03/96 Job Address: CARLSBAD Fabricator: FRANKS IRON WORKS Field/Shop: FIELD Material: ASTM A-36 Method: SHEARWAVE Instrument: BRANSON USK - 6 Transducers: 1/2 X 1/2, 2.25 MHZ Standard: AWS Dl.l Calibration: I.I.W. BLOCK Rate of Inspection: 100% Shearwave Angle: 70 DEGREES Description of Testing/Items: PERFORMED ULTRASONIC INSPECTION ON THE CO PLETED FULLO /L RATION MOMENT WELDS OF W8 X 31 FRAME. Inspector RIOBATTA LEL II Part No./Location: No./Type of Weld Acc Rej Remarks NORTH EAST COLUMN 4/FULL PENETRATION 4 0 CONFORMS TO SPECIFICATIONS NORTH WEST COLUMN 4/FULL PENETRATION 4 0 CONFORMS TO SPECIFICATIONS SOUTH EAST COLUMN 4/FULL PENETRATION 4 0 CONFORMS TO SPECIFICATIONS SOUTH WEST COLUMN 4/FULL PENETRATION 4 0 CONFORMS TO SPECIFICATIONS SUBMITTED TO: FRANK SANCHEZ IRON WORKS CITY OF CARLSBAD BUILDING INSP DEPARTMENT TESTING SERVICES & INSPECTION INC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax FINAL BUILDING INSPFCTION ) DEPT: BUILDING ENGINEERING Fl PLANNIN U/M WATER PLAN CHECK#: CB951671 DATE: 06/25/96 PERMIT#: CB951671 - PERMIT TYPE: COM PROJECT NAME: POOL BUILDING, COSTA DO SOL GREYSTONE ADDRESS: 1022 LIGHTHOUSE RD LOT# 91 CONTACT PERSON/PHONE#: MW/NIELS/431-8870 SEWER DIST: CA WATER DIST: CA INSPEC D fl- DATE BY: INSPECTED: 7 fr' APPROVED _- DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTI N DEPT: BUILDING ENGINEERING FIRE PLANNING Y3WATER PLAN CHECK#: CB951671 PERMIT#: CB951621 PROJECT NAME: POOL BUILDING COSTA DO SOL GREYSTONE ADDRESS: 1022 LIGHTHOUSE RD LOT# 91 CONTACT PERSON/PHONE#: MW/NIELS/43 1-8870 SEWER DIST: CA WATER DIST: CA uir: Ub/4/b PERMIT TYPE: CON 1 flTT CARLSBAD ~kffig DISTRICT ------------------------------------------------------------------------ BY ~7 TE ECTED:'~-2--?-~~ APPROVED DISAPPROVED NSP INhEED LATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - COMMENTS: / FINAL BUILDING INSPECTION ) Th DEPT: BUILDING ENGINEERING FIRE PLANNING ~/AL--WATER PLAN CHECK#: CB951671 DATE: 06/25/96 PERMIT#: CB951671 PERMIT TYPE: COM PROJECT NAME: POOL BUILDING,'-COSTA DO SOL GREYSTONE I ADDRESS: 1022 LIGHTHOUSE RD LOT# 91 I iJUN5jg96 CONTACT PERSON/PHONE#: MW/NIELS/431-8870 L SEWER DIST: CA WATER DIST: CA CITY FCARL - AD ------------------------------------------- INSPECTED DATE I. BY: _ INSPECTED: APPROVED ' DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING (2 ENGINEERi G FIRE PLANNING U/N PLAN CHECK#: CB951671 PERMIT#: CB951671 PROJECT NAME: POOL BUILDING, COSTA DO SOL GREYSTONE WATER DATE: 06/25/96 PERMIT TYPE: CON ADDRESS: 1022 LIGHTHOUSE RD LOT# 91 CONTACT PERSON/PHONE#: MW/NIELS/431-8870 SEWER DIST: CA WATER DIST: CA INSPECTED,, J BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: J APPROVED L-' DISAPPROVED - DATE INSPECTED: APPROVED - DISAPPROVED - DATE INSPECTED: APPROVED - DISAPPROVED COMMENTS: ' EsGil Corporation Professional Plan Review Engineers DATE: 2/1/96 0z1e UAPLJANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 95-1146 Revision SET: III PROJECT ADDRESS: Lighh RadIiZ4- PROJECT NAME: Greystone 4 Model Homes - Lots 110, 111, 112 & 113 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 deficiencies identified in the attached list are resolved and checked by building department staff. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been faxed to: Fax #: (909) 273-0127 Don McDougall, Greystone Homes 495 E. Rincon, Suite 115, Corona, CA 91719 I Esgil Corporation staff did not advise the applicant that the plan check has been completed. LII Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: (909) 273-9494 REMARKS: REVIEW OF FOUR MODEL HOMES ONLY. Tjlis list is forthe review of the remaining pool building not approved as a part of the original plan approval on 12/8195. By: Pete Fischer Enclosures: Esgil Corporation GA CM fl GP F1 PC 1/23 & 1/25/96 trnsmti dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 95-1146 Revision 2/1/96 REVISION AND RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 95-1146 Revision PROJECT ADDRESS: Lighthouse Road SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 1/23 & 1/25/96 2/1/96 II REVIEWED BY: Pete Fischer II FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must 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. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 95-1146 Revision 2/1/96 60. c. Pool building review: Provide signatures on the new site plan. Show the new tower on the site plan. Comply with all requirements in Chapters 5 and 17. As a group B2 occupancy, the exterior walls within 20' of the Drooertv line must be 1 hour construction. The 1 hour construction must be maintained through the attic. Show the west exterior wall will have 7/8" stucco on the exterior and 5/8" type x gypsum board on the interior side. Indicate double solid blocking at the west wall between trusses. All eaves within 10' of the property line must be 1 hour. The eave at the west property line is not shown as 1 hour. 3. Occupancy separation per UBC Section 708: Show the occupancy separation wall is a full 1 hour wall (5/8" type x gypsum board on each side of the wall). Show the 1 hour wall is maintained behind the recessed paper towel dispenser. Show the 1 hour wall extends through the attic, and show the 1 hour wall construction in section A/POI.3. 4. Soil report review: a) 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: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." b) 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 report are properly incorporated into the construction documents (required by the soil report). Also have the soil engineer confirm that the soil has a low to very low expansion index (the report appears to have conflicting information whether lot 91 has expansive soil). 6. Show full compliance with Title 24 disabled access requirements: Provide the disabled notes from the sales building approval on the pool building plans (sales plan check list dated 1/24/96). Also provide notes on the plans for the drinking fountains and telephones per the attached sheet. Show an alcove for the drinking fountain on the floor plan. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. Carlsbad 95-1146 Revision 2/1/96 . DRINKING FOUNTAINS Where water fountains are provided they shall comply with section 3105A(d)1: Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. The alcove in which the water fountain is located shall not be less than 32' in width and 18" in depth. C) See section 1507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. . TELEPHONES 2. Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A(d)2: If telephone enclosures are provided, they may overhang the clear floor space required. See Figures 31-4 (a), (b), and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord from the handset shall be at least 29" long. The highest operable part of the telephone shall be 48" maximum as specified in section 3105A(h)4C and D and Figures 31-5C and 31-5D. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. C) Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public phones are provided, then at least 25%, but always at least one per bank, including closed-circuit telephones in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above normal. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. Text telephones shall be identified by the international TDD symbol (See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone. If a facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 314 (a), (b), (c) and 31-5A, C and D for required specific dimensions. C%1Y OF CARLSBAD GRAE(NG)NSPECTION CHECKLIST FORT1AL SITE RELEASE £ 11 I IJA - I • PROJECT INSPECTOR:'I'tWWi. L-'I'Z. DATE:_____________ PROJECT ID S'T l-t'I GRADING PERMIT NO.________ LOTS REQUESTED FOR RELEASE:t..L?[ C1 I N/A = NOT APPLICABLE =COMPLETE 0 = Incomplete or unacceptable El Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 81/2' x 11' site plan showing requested lots submitted. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of. building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: Project Engineer Date %j/fC !"e rinspector ate EsGil Corporation ProfessionthP(an Review Engineers DATE: 12/14/95 JURISDICTION: Carlsbad AEV IN U A2Rt ICNT JURIS. U FIRE U REVIEWER U FILE PLAN CHECK NO.: 95-1146 SET: IV Supp. PROJECT ADDRESS: Lighthouse Road PROJECT NAME: Greystone 4 Model Homes - Lots 110, 111, 112 & 113 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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 Corporation until corrected plans are submitted for recheck. Li The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. S The applicant's copy of the check list has been faxed to: Fax #: (909) 273-0127 Don McDougall, Greystone Homes 495 E. Rincon, Suite 115, Corona, CA 91719 S Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: (909) 273-9494 S REMARKS: REVIEW OF FOUR MODEL HOMES ONLY. This list is for the remaining pool building and sales office not approved as a part of the original plan approval on 12/8/95. By: Pete Fischer Enclosures: Esgil Corporation GA LI CM fl GP fl PC 12/7/95 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 J. City of Carlsbad - ir. ii aD-1 ii.r.• •i.ra BUILDING PLANCHECK CHECKLIST DATE:1 ?6, PLANCHECK NO. CB Q// 4- BUILDING ADDRESS: C7 2-ô PROJECT DESCRIPTiON: Po-12 aj, ASSESSOR's PARCEL NUMBER: (I EST. VALUE____________ ENGINEERING DEPARTMENT DENIAL APPROVAL The item you have submitted for review has been approved. The approval Is based on plans, information and/or specifications provided In your submittal; therefore any changes to these Items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with Instructions In this report Can resuit In suspension of permit to build. M A Right.of-Way permit is required prior to construction of the following improvements: Please ye the attached report of deficiencies mark with)-%t Make necessary corrections to plans or speóiflcations for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. 6y771 .)77 Date:/ i__Ci L By: Date:________ By: Date:_________ ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication .*4pLatIoil Dedication Checklut 0 Improvement ApØcatlon 0 improvement Checklist 0 Future Improvement Agreement O Grading Permit AppllcatlQn O Grading Submittal Checklist O Right of Way Permit Application O Right of Way Permit Submittal Checklist and Information Shoot O Sewer Fee Information Shest PW0cS\CNKLS1\IP0001JRM NAMV-22~ -/1 J( City of Carlsbad ADDRESS: 2075 Lea Palmas Dr., Carlsbad, CA 92009 PHONE: (61M 438-1161. EA '93 z.c A4 REV 05111/94 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (619) 438-1161 • FAX (619) 438-0894 '-I * BUILDING PLANCHECK CHECKLIST SITE els2fldv' 3rd,/ 0 i. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements / B. Existing & Proposed Structures E. Easements / C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 021 0 0 2. Show on site plan: Drainage Patterns C. Existing Topo9raphy Existing & Proposed Slopes 0. 0 3. Include note: NSurface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less).' [Per 1985 UBC 2907(d)5]. On graded sites, 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 0112 Inches plus two percent' (per 1990 UBC 2907(d)5.). E4' 0 0 4. Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/Industrial buildings and tenant Improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. (1S11NG PERMIT NUMBER DESCRIPTION PADOC$'tC*UCLST\IPOOOl.FRM PegS 1 d4 REV 01111/54 BUILDING PLANCHECK CHECKLIST 1 $1 2fldv' 3rdV DISCRETIONARY APPROVAL COMPLIANCE DD 5. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: 'D o DEDICATION REQUIREMENTS 6. DedicatIon for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_____________ -pursuant to Code Section 18.4.0.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:__________ IMPROVEMENT REQUIREMENTS O 0 0 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public Improvements required as follows: Please have a registered CMI Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate planchsck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: PiDoccHIcL$1\eP0001.FRM Page 2 d 4 REV OWl 1194 - BUILDING PLANCHECK CHECKLIST U U U lb. Coucticn of the public Improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the propsty and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public Improvements required as follows:____________________________ Improvement Plans signed by: Date:__________ Cl 0 0 7c. Enclosed please find your Future Improvement Agreement. Please retur n s i g n e d a n d notarized Agreement to the Engineering Department. Future improvement Agreement completed by: Date: O 0 0 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective-imorQvements found adlacent to building site must be reoaired to the satisfaction of the City Inspector orior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of, the Municipal Code. O 1 0 0 Ba. inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill Import, export). O 0 0 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form a t t a c h e d . NOTE: The Grading Permit must be issued and rough grading approval ob t a i n e d p r i o r to issuance of a Building Permit. Grading inspector sign off, by: Date: 0 0 0 Sc. No Grading Permit required. PDoc*',cHIas1\8P000I.FRM Pegs 3 d 4 REV 01/1114 1 Sty1 2nd,/ 3rd DOD BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for A separate Right-of-Way permit Issued by the Engineering Department is required for the following: 0 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee ( is noted in the fees section on the following page. 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: 4 P\DOc5c$4KLi1\5POOO1.FRM Pigs 4 d 4 REV 05111/Si ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: C7 9? -O Idg. Permit No. (1I 9S/1 cs.'i) Prepared ______ Date:____ Checked by: Date:_____________________ EDU CALCULATIONS: List types and square footages for all uses. Types of Use:iL -L Sq. Ft./Units:/ EDU's: Total EDU's:_____________________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use:/%a4'A/ , Sq. Ft./Units: -iS- ADTs: Total Aors______________ FEESREQUIRED: PUBLIC FACILITIES FEE REQUIRED 8<S 0 NO (See Building Department for amount) WITHIN CFD: (no bridge & thoroughfare fee. 0 NO reduced Traffic Impact Fee) 'ARK-IN-tJEU FEE PARK AREA:________ FEE/UNIT:____________ X NO. UNITS:______ /FFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: *—BRIDGE AND THOROUGHFARE FEE ADT's/UNiTS: X FEE/ADT:_________ '4ACIU11ES MANAGEMENT FEE ZONE:________ SQ.FT.: X FEE/SQ.FT.:_______ 5. SEWER FEE PERMIT NoS CZ ' EDU's: I X FEE/EDU:LóCJ(0 =$/ac4o)1 =$— BENEFIT AREA: -€3' DRAINAGE BASIN:_—' EDU's: -i'J X FEE/EDU: _i5 =$_____________ RAINAGE FEES PLDA : HIGH ______fLOW______ ACRES: X FEE/AC: $ EO—SE _____________ WER LATERAL ($2,500 DEPOSIT) I(WATER FEE EDU's: / X = _, 1 O ,0 TOTAL OF ABOVE FEES*: *NO: This calculation sheet Is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Buildlnci Permits. P:\D0CS\MISF0RMS\BP0002.FRM REV 01/04/95 GREYSTONE HOMES, INC. M 495 East Rincon, Suite 115, Corona, CA 91719 D 7 Upper Newport Plaza, Newport Beach, CA 92660 El 6601 KoIl Center Parkway, Suite 220, Pleasanton, CA 94566 El 577 Salmar Avenue, Campbell, CA 95008 TO E..cG1L (o If. 320 CIeJf e91Jy br. L' çqj, 130 CA W TAftTTL I DATE I PLAN NO I 10Z C/5 P&r iic/# RE WE ARE SENDING YOU [j Attached Under separate cover via the following items: J Shop drawings Prints Plans Samples [I] Specifications [1 Copy of letter LI Change order COPIES DATE NO, DESCRIPTION I Arra'1 fI0 sT o&O( i//i/if c (c4A, tJ ArcA. fii 1/ I1t'\. 9 rtvLcc&c &iji(ons wt b 6 4 h'9 A reft 1 I (ot1L I /2/Y 2 RcIr4' rdoceJon dP 1 eai.-!r THESE ARE TRANSMITTED as checked below: LI For approval Approved as submitted LI Resubmit copies for approval For your use Approved as noted Submit copies for distribution LI As requested n Returned for corrections LI Return corrected prints LI For review and comment LI LI FORBIDS DUE 19 11 PRINTS RETURNED AFTER LOAN TO US REMARKS C y0 1e ock sT4 / pI hck r O( L4015. 'wt çkç ~rt 1 yov olir&Jly 1, i/ eAm, A/s°, it1ik T'e-o e (r(c S46 w is COPY TO ______________________________ SIGNED L 7 -' Form # 002 If enclosures are not as noted, kindly notify us at once. - -: 4- j--- - -' -. - .. -----. .. ,. Consumer Food Protection Plan Check - •, and Construction Unit ' OFFICE USE ONLY P'D ALo' - Intake Date Los, , ---•. ., Act. Code ¼'O CT JA r City/County Code Z PLAN CORRECTION SHEET Route Code /O( rç R Field PC Staff - Plan Check #E -t tri 4, EST NAME '') EST. TYPE -lYe &i io L 4 ?A c-7 CITY C ZIP A ONER/BUI"LDER L YH c)AE t ç AJ C. PHONE MAILING AD1RES S E !kiCtJ 3Y 2OQ CITY C)' ZIP q47) GENRAL CONTRACTOR PHONE START DATE--m ' .r ... Mo/Yr PU CONTACT JAE s LL PH O EJ OJ PiNS ('ROVD-SA-RRO3LD PLAN CHECKER ft (I DATE '__2(-Circle One) (Signature) Est. / 1 RECHECK FEE REQUIRED: $________ Time REC}CK. APPOINTMENT DATE );. 4//1//7t 9t It 1 '- '7, fA 0 ___ iw U- p. -ENV. HEALTH OFFICE (S.D.) EAST CO. ENV., HEALTH OFFICE SAN MARCOS OFFICE 1255 Imperial Ave.-3rd Fir. 151 Van Houten Ave. Ste. B 338 Via Vera Cruz San Diego, CA 92186 El Cajon, CA 92020-4429 San Marcos, CA 92069 • - (619) 338-2222 (619) 441-6666 (619) 471-0730 • HS:EHS-886 (8/91) k - -. •• . .,• -* E S I / F M E I N C. STRUCTURAL ENGINEERS a PROJECT: SINCE 1974 Structural calculations on "GREYSTONE COVE" to be built in Carlsbad, California for Greystone Homes POOL HOUSE Date: September 13, 1995 Client: William Hezmalhalch & ASSOCIATES Revisions: 4> Client Job No. 95010.02 Shipped: i Job No. 7081 -02 1921 EAST CARNEGIE AVENUE, ST. 3J, SANTA ANA, CALIFORNIA 92705-0055 Ph: (714) 261-1811 0 Fax (714) 261-8506 ~CA - an SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date 09-13-95 JN. 7081 -02 Live Load Roof'g Mt'l Built-Up Sheathing Roof Rafters Ceiling Joist Drywall Miscellaneous Total D. L. Total LOAD Rock 2! 3:12 16.0 psf 20.0 psf 4.0 -- -- 6.0 1.5 1.5 1.5 1.5 1.5 1.5 2.5 2.5 1.0 1.0 12.0 psf 14.0 psf 28.0 psf 34.0 psf Tile FLOOR: 3! 4 ____ ! 51 1____ 2: 4:12 w/o Conc. w/ Conc. 16.0 psf Live Load 40.0 psf 40.0 psf 10.0 D. L. of F. F. 5.0 15.0 - - Sheathing 1.5 1.5 1.5 Floor Joists 3.0 3.0 1.5 Drywall 2.5 2.5 1.5 Total D. L. 12.0 psf 22.0 psf 2.5 1.0 Total Load 52.0 psf 62.0 psf 18.0 psI LOAD CONDITIONS: 34.0 psf F3-7 F47 I LOAD CO lDlTlONS: ROOF: Wd.Shake Ill Slope 4:12 STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer . is responsible for drawing details in plans which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. The structural calculations included here are for the analysis and design of primary structural system. The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. The drawings, calculations, specifications and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited. All changes made to the subject project shall be submitted to E S I I F M E, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. Copyright ©-1994 by ESl/FME, Inc. Structural Engineers. All rights reserved. This material may not be reproduced in whole or part without written permission of ESI/FME, Inc. PROJECT DESCRIPTION: GREYSTONE COVE POOL HOUSE CARLSBAD, CALIFORNIA PROJECT ENGINEER: D. L. F. CALCS BY: DATED9-13-95 ASSOC. CHECK: DATE: BACK CHECK: DATE: ROOF TRUSS Rev.: DATE: FLR. TRUSS Rev.: DATE: Rev.: REVISIONS: SHTS: 1, Z,4 & I 2- DATE: 12- z,_c$ Init.: SHTS: DATE: Init.: SHTS: DATE: <§>SHTS: Init.: SHTS: DATE: Init.: <t>Init.: SHTS: DATE: §>Init SHTS: - I E S I I F M E, Inc - StructL (This signature is to be a wet s APPROVED BY: 1 \ I LLUNoIC•30407 31, 1996 DATE: 11 . SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date JN. 7081 DESIGN CRITERIA SHEET FOR RESIDEN11AL CONSTRUCTION CODE: 1991 UNIFORM BUILDING CODE (rev. 3/94) In all cases calculations will supersede this design criteria sheet. TIMBER Douglas Fir-Larch - 19% max. moisture content (please refer to 1991 NOS revised stress values) 2 x 4 #2: Fb = 1315/1510 psi ;fv=95.psi; E=1.6 4 x 8 #2: Fb = 1140/1300 psi; fv = 95. psi 2 x 6 #2: Fb = 1140/1310 psi ;fv=95.psi; E=1.6 4x10 #2: Fb = 1050/1200 psi; fv = 95. psi 2x6 #2: Fb = 1055/1210 psi ;fv=95.psi; E=1.6 4x12 #2: Fb = 965/1100 psi; fv= 95. psi 2 x 10 #2: Fb = 965/1105 psi ;fv=95.psi; E=1.6 4x 16 #2: Fb = 675/1000 psi; fv = 95. psi 2 x 12 #2: Fb = 875/1005 psi ;fv=95.psi; E=1.6 6 x 10 #1: Fb = 1350/1600 psi; fv = 65. psi 2x14 #2: Fb = 790/905 psi ;fv=95.psi; E=1.6 6x12 #1: Fb = 1350/1600 psi; fv = 85. psi It is recommended that lumber be free of heart center. Glued Laminated Beams: Douglas Fir-Larch PARALLAM PSL 2.0 E Ind. App. Grade: Fb=2400.psi; Fv=165.psi; E=1.8x10'6 psi fb = 2900.psi; fv = 290.psi; E = 2.0 E6 CONCRETE [)rypacK shall be composed ot one part Portland Cement to not more man three parts sand. All structural concrete .................................................ft = 3000 psi All slab-on-grade/continuous footings/pads ..........ft = 2500 psi All concrete shall reach minimum compressive strength at 28 days. REINFORCING STEEL 1. All reinforcing shall be A.S.T.M. A-615-40 for #5 bars and smaller. All reinforcing shall be A.S.T.M. A-615-60 for #6 bars and larger. Welded wire fabric to be A.S.T.M. A-185, lap 11/2 spaces, 9" mm. 2. Splicing of bars shall have lapping or 40 dia. or 2'-0" mm. in all continuous concrete reinforcement (30 dia. for compression). Masonry reinforcement shall have lappings of 40 dia. or 2'-0". This is in all cases U.N.O. All reinforcing bars shall be accurately and securely placed before pouring concrete, or grouting masonry. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows, U.N.O.: Poured against earth......................................3" Poured against form below grade.................2" Slabs on grade (from top of slab) ................. 1 " Columns and beams to main bars................2" STRUCTURAL STEEL Fabrication and erection of structural steel shall be in accordance with 'Specifications for the Design, Fabrication and Erection of Structural Steel Buildings", AISC, current edition. Steel to conform to ASTM A36. Round pipe columns shall conform to ASTM A53, Grade B. Square/Rectangular steel tubes ASTM A500, Grade B. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Bldg. Dept. Continuous inspection required for all field welding. All steel exposed to weather shall be hot-dip galvanized after fabrication, or other approved weatherproofing method. Where finish is attached to structural steel, provide 1/20 bolt holes @ 4'-0" o.c. for attachment of nailers. See architectural drawings for finishes (Nelson studs ½"-dia. x 3" CPL may replace b MASON RY concrete DIOCK snaii oe ot sizes s hown on arc flitectural arawings and/or called tor in speciiications . and conform to ASTM C-90, grade N lightweight units with max. linear shrinkage of 0.06% All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall (U.N.O.), retaining walls are to be as shown in details. All cells with steel are to be solid grouted (except retaining walls where all cells are to be solid grouted). I- SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date JN. 7O8 GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION (1991 Uniform Building Code) (rev. 3/94) All beams to be supported with full bearing unless noted otherwise. All isolated posts and beams to have Simpson PB's, PC's and/or BC's minimum, U.N.O. All walls on wood floors are to be supported with double joists or solid blocking, U.N.O. Provide 4x or 2-2x members under shear walls on floor joists. All Simpson HDA, HPA and CB holdowns to be fastened to 4x4 post mm. All hardware is to be Simpson Strong—Tie1M or approved equal. Install per mfg's specifications All shop drawings are to be reviewed by the contractor and the architect prior to submittal for engineers review. All exterior walls are to be secured with ½" diameter x 10" anchor bolts @ 72" o.c., U.N.O. (WS 1270 Ramset/Redhead may be used in—lieu of anchor bolts). All interior walls to be secured with shot pins per manufacturer's recommendations, U.N.O.. Calculations govern in all cases. Recommend Ramset/Redhead 15168D @24" o.c. U.N.O. All conventional framed portions of structure are to be constructed per section 2516 and 2517 of the Uniform Building Code, U.N.O. All nailing is to be per table 25-0 of the Uniform Building Code, U.N.O. L All nails to be "common", U.N.O. FRAMING NOTES LEGEND MARK: DESCRIPTION SPN1 2:16d Sole PL Nailing at 1 2"o/c SCRB :3/8"o x 6.5" Sole FL Screws at 8"o/c SPN1 0: 16d Sole PL Nailing at 1 0"o/c SPN8 :16d Sole PL Nailing at 8"o/c SPN6 : 16d.Sole FL Nailing at 6"o/c SPN4 :16d Sole PL Nailing at 411o/c SPN3 :16d Sole PL Nailing at 3"o/c SPN2 :16d Sole PL Nailing at 2"o/c FOUNDATION NOTES LEGEND MARK: DESCRIPTION MARK: DESCRIPTION AB64 :1/2" 0 X 10" Anchor Bolts at 6411o/c 2—#4 : Provide a total of 2—#4 top & 2—#4 AB56 :1/2' 0 x 10" Anchor Bolts at 56"o/c bottom, 3' past posts AB48 : ½ 0 x 10" Anchor Bolts at 48"o/c 3—#4 : Provide a total of 3—#4 top & 3—#4 A840 :1/2" 0 x 10" Anchor Bolts at 40"o/c bottom, 3' past posts AB32 :1/2" o x 10" Anchor Bolts at 32"o/c 4—#4 : Provide a total of 4—#4 top & 4—#4 AB24 :1/2" 0 x 10 Anchor Bolts at 240/c bottom, 3' past posts AB1 6 :1/2 0 x 10" Anchor Bolts at 1 6"o/c HD2A : (1) Simpson HD2A per post AB8 : ½" 0 x 10" Anchor bolts at &'o/c HD5A : (1) Simpson HD5A per post AB24X: 1/211 0 x 12" Anchor Bolts at 24"o/c HD7A : (1) Simpson HD7A per post AB1 6X: /2" 0 x 12" Anchor Bolts at 1 6"o/c HD8A : (1) Simpson HD8A per post ABSX : /2" 0 x 12" Anchor bolts at 80/c HD20A: (1) Simpson HD20A per post 2AB : (2)1/2"o x 10 Anchor Bolts HPA : (1) Simpson HPAHD22 per post 3AB :(3)1/2" 0 x 10" Anchor Bolts HPA2P: (1) Simpson HPAHD22-2P per post 2ABX : (2)1/210 x 12" Anchor Bolts MTT28B: (1) Simpson MTT28B per post 3ABX : (3)1/2" 0 x 12" Anchor Bolts 2ABXX : (2) 3/4" 0 x 12" Anchor Bolts C ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date JN. 7OSI LATERAL SHEAR NOTES (rev.. 9/93) (1991 UBC; SEISMIC ZONES 3 & 4) FRAMING MEMBERS VERTICAL: DOUGFIR—LARCH 16" o.c. - - (2) LAYERS 5/8" Blocked Drywall with 6d cooler nails @ 9" o.c. at edges & field at base layer, 8d c000ler nails @ 7" o.c. at edges & field at face layer.............................................................125 #/ft 2 -- 1/2" Drywall with Sd cooler nails @7" o.c @ edges and field. (Table 47-1 UBC).....................................................50 #/ft 3 - - 5/8" Drywall with 6d cooler nails @7" o.c @ edges and field. (Table 47—I UBC).....................................................57.5 #/ft 4 -- 1/2" Drywall with 5d cooler nails @4" o.c @ edges and field. (Table 47—I USC) ..................................................... 62.5 #/ft 5 -- 5/8" Drywall with 6d cooler nails @4" o.c @ edges and field. (Table 47—I UBC) ................................. . ................... 72.5 #/ft 6 -- 1/2" Blocked Drywall with Sd cooler nails @ 4" o.c © edges and field. (Table 47—I UBC) ....................................... 75 #/ft 7 - - 5/8" Blocked Drywall with 6d cooler nails @ 4" o.c @ edges and field. (Table 47—I UBC)......................................87.5 #/ft 8 - 7/8" Stucco over approved lath with 16 gauge staples @ 6" o.c. at top . and bottom plates, edges of shear wail, and field. (Table 47—I UBC)......................................................................180 #/ft 9 - - 7/8" Stucco over approved lath with 16 gauge staples © 3" o.c. at top and bottom plates, edges and 6" o.c. at field. ICBO report No. 1254 (or equal).....................................................260 #/ft 10 -- 3/8" Structural II Plywood with Sd nails @6" o.c © edges and 12"o.c. @ field.(Table 25K UBC)............................264 #/ft 11 - - 3/8" Structural Il Plywood with 8d nails © 4" o.c @ edges and 12"o.c. © field.(Table 25K UBC)............................384 #/ft 12 -- 3/8" Structural II Plywood with 8d nails @3" o.c © edges and 12"o.c. © field.(Table 25K USC) ............................ 492 #/ft 13 -- 3/8" Structural II Plywood with 8d nails @ 2" o.c © edges and 12"o.c. © field.(rable 25K USC) ............................ 636 #/ft 14 -- 1/2" Structural II Plywood with lOd nails @2" o.c @ edges and 12"o.c. @ field.(Table 25K USC)..........................770 #/ft 15 - - 1/2" Structural I Plywood with lOd nails © 2" o.c © edges and 12"o.c. © field.(Table 25K USC) .......................... .870 #/ft NOTES: & Use CDX, CC, or Std. w/ext. glue in—lieu of Structural II Plywood. These values are for Doug Fir only, other lumber species may require change (use of OSB or similar products installed per ICBO approval is adequate). Provide 2x blocking at horizontal plywood panel joints. Where plywood is applied on both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3x or wider (or 2-2x) and nails staggered on each side. Where nails are spaced at 2" o.c., they shall be staggered and 3x or wider (or 2—b) framing members shall be used at adjoining panel edges. H 0 R I Z 0 N T A L: All roof and floor sheathing to.be Exposure I or Exterior (Tables 25—J-1 and 25—S—i USC).. . ROOF: JOIST SPACING s 24' o.c.: 1/2" APA rated shtg, PH 24/0, with Sd's @6" o.c. at edges & boundaries, 12"o.c. field. FLOOR: JOIST SPACING 16" o.c.: 5/8" APA rated T&G shtg, P11 32/16, w/i Cd's © 6" 0.0. at edges & boundaries, 10" o.c. field. JOIST SPACING 20" o.c.: 5/8" APA rated T&G shtg, P1140/20, w/10d's © 6" o.c. at edges & boundaries, 10" o.c. field. JOIST SPACING 24" o.c.: 3/4" APA rated T&G shtg, P1148/24, w/10d's @6" o.c. at edges & boundaries, 10" o.c. field. ESI/FME, Inc. 'Sheet (-a 4 STRUCTURAL ENGINEERS Date 9-14-95 SINCE 1974 JN. 7081-2 GREYSTONE COy LATERAL ANALYSIS Wind Load. . =( 70mph/Exp. B )= 0.72 x 1.3 x 12.6 = 11.8 psf Seismic: v = Z * * C/Rw = 0.40 * 1.0* 2.75/6 = 0.1833 UBC 2312 (e) D.2 LONGITUDINAL: Wind: ....= ( 12.0 psf)( 12— 4) = 96 plf for Wind Loads. Seismic: Roof = ( 18 psf)( 25) = 450 Wall =( l4 psf) ( 8— 4)( 2)= 112 10 psf)( 8— 4)(• 1)= 40 I Floor=( 12 psf)( 0) = 0 602x( 0.1833)=. 110 plf Controlling Lateral Force: 110 plf (S ) 'TRANSVERSE: Wind: ....= ( 12.0 psf)( 12 - 4) = 96 plf for Wind Loads. Seismic: Roof = ( 18 psf)( 16) = 288 Wall=( l4 psf) ( 8— 4)( 2)= 112 ----> =( lo psf)( 8— 4)( 1)= 40 Floor=( 12 psf)( 0) = 0 440x( 0.1833)= 81 plf .Controlling Lateral Force: 96 plf (W) 0 a SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date 9-14-95 JN. 7081-2 POOL HOUSE (1) Wall (s) @ LEFT L = 4.5+4.5 = 9 ft. LOAD = ( 96.00 lbs / ft) ( 25.0 ft I 2 + 0) = 1200.00 lbs. SHEAR = LOAD I L = 1200.00 lbs I 9.0 ft. = 133.3 lbs I ft U S E 10", w. 1/2" dia. x 10" A.B.'s 72 "o/c 3AB C) Wall (s) @ RT L= LOAD = ( 96.00 lbs/ft)( 25.0ft/2+ 0) = SHEAR = LOAD / L = 1200.00 lbs / 3.5 ft. = U S E /11" w. 1/2" dia. x 10" A.B.'s 24 "0/C OTM = 9604 RM = 254 UPLIFT = 2671 LBS HD2A (3) Wall (s) @ REAR L= LOAD = ( 110 lbslft)( 15.0ftI2+ 0) = SHEAR = LOAD / L = 825.0 lbs / 11.0 ft. = /\ U S E w. 1/2" dia. x 10' A.B.'s 72 "0/c Wall (s) @ FRONT L = LOAD = ( 110.00 lbs/ft)( 15.0ft/2+ 0) = SHEAR = LOAD / L = 825.00 lbs / 5.0 ft. = / N U S E ,"10\ W. 1/2" dia. x 10" A.B.'s 56 "a/c w1 3.5= 3.5 ft. 1200.00 lbs. 342.9 lbs I ft 2AB 11= lift. 825.00 lbs. 75.0 lbs /ft 3AB 5= 5ft. 825.00 lbs. 165.0 lbs/ft 2AB ESI Design Group STEEL FRAME AT TOWER RISA-2D (R) Version 3.03 Job Page__________ Date 70 I Node ---------------------------------------------------------------------------- Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft) --------(ft) ----- (in,K/in)----(in,K/in) --- (r,K-ft/r) -----(F)- 1 0.00 0.00 R R 0.00 2 0.00 10.50 0.00 3 8.00 10.50 0.00 4 8.00 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---------(Ksi )-----------------------(F ) -------- (K/ ft3 )------(Ksi) STEEL 29000.00 0.30000 0.65000 0.490 36.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------(in-2 ) --------- ( in" 4 ) BM W8X13 STEEL 3.84 39.600 1.20 COL W8X13 STEEL 3.84 39.600 1.20 COL1 W8X13 STEEL 3.84 2.730 1.20 1 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length -----------------------------------------------( (in) ---- ( in) ------ ( (ft) 1 1- 2 COL 10.50 2 2- 3 BM 1 8.00 3 3 - 4 COL1 10.50 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -------------(ft ) ----- (ft )-----(ft ) 1 1- 2 0.65 2 2- 3 2.10 3 3- 4 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description ---------------------------------------------------------------------------- Nodal Point Dist. 1 ALL 1 2 0 RISA-2D (R) Version 3.03 ESI Design Group Job__________ Page__________ Date______ STEEL FRAME AT TOWER Nodal Loads, BLC 1: ALL ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------(K) ------------------(K) ------------------ (K-ft)---- 2 0.432 0.000 0.000 Member Distributed Loads,BLC 1: ALL Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------(K/f t, F )-----(K/f t, F) --------- (ft )---------(ft)---- .1 1 - 2 X 0.024 0.024 0.000 10.500 2 2 - 3 Y -0.024 -0.024 0.000 8.000 Load Combination Self Wt BLC ---------------------------------------------------------------------------- BLC BLC BLC BLC W E No. Description Dir Fac Fac ---------------------------------------------------------------------------- Fac Fac Fac Fac DYNA S V 1ALL Y-1 11 Dynamic Analysis Data Number of modes (frequencies) : 3 Basic Load Case for masses None BLC mass direction of action : X only Acceleration of Gravity : 32.20 ft/sec**2 Load Combination is 1 : ALL Nodal Displacements ------------------------------------------------------- Node Global X Global Y Rotation ---------------( (in) ----------------- (in) ----------------( rad) --------- 1 0.00000 0.00000 -0.00622 2 0.60380 0.00058 -0.00208 3 0.60380 -0.00107 -0.00479 4 0.00000 -0.00000 -0.00479 Load Combination is 1 : ALL Reactions Node Global X Global Y Moment ----------------------(K) ------------------(K) --------------- (K-f t) --------- 1 -0.68400 -0.44691 0.00000 4 -0.00000 1.01784 0.00000 Totals -0.68400 0.57093 0.00000 RISA-2D (R) Version 3.03 ESI Design Group Job tO Page__ ________ Date OS 1 STEEL FRAME AT TOWER Load Combination is 1 : ALL Member End Forces Nodes ========== ---------------------------------------------------------------------------- I-End ========== J-End No I J Axial Shear Moment Axial Shear Moment --------(K) --------(K) ------ (K-f t) -------(K) --------(K) ------ (K-ft)-- 1 1- 2 -0.45 0.68 -0.00 0.58 -0.43 5.86 2 2- 3 -0.00 -0.58 -5.86 0.00 0.88 0.00 3 3- 4 0.88 0.00 0.00 -1.02 -0.00 0.00 Load Combination is 1 : ALL AISC Code Checks Nodes ---------------------------------------------------------------------------- Member Quarter Points No I J Maximum 0 ---------------------------------------------------------------------------- 1/4 1/2 3/4 L Shear 1 1- 2 0.4377 0.0040 0.1279 0.2435 0.3468 0.4377 0.0194 2 2- 3 0.3255 0.3255 0.2565 0.1792 0.0937 0.0000 0.0250 3 3- 4 0.0297 0.0257 0.0267 0.0277 0.0287 0.0297 0.0000 [i . SINCE 1974 ESI/FME, Inc. STRUCTURAL ENGINEERS Sheet Date JN. 7081 POOL HOUSE FOUNDATION ANALYSIS ASSUMED SOIL BEARING PRESSURE= 1000 psf (Per UBC Table No. 29—B) 1. Continuous Footing Design: Roof:( 34)( \IVaII : ( 14) Floor:( 52)( Deck:( 72)( 15 ) = 510 plf 8)= 112 0)= 0 0)= 0 622 plf Width Required = ( 622 ) I ( 1000 - 0) = 0.62 ft. S USE 12 in. wide x 12 in. deep cont. ftg. 1—Story w/ 1 — #4 T / B Cont. 9 2. Point Loaded Footing: P max = S.B.P. * S *W/144 Pmax (1 —Story) = 3333 lbs. 4x post (minimum) SLAB ---------- -- CONT.FTG. T1 45—deg. S—Bearing Area ESI/FME, Inc. Sheet i L S THUG TURAL ENGINEERS Date 7 7L SINCE 1974 JN.f C 1—PLYWOOD OR SOLID SHEATHING 2-10d Al 6 O.C. 3-16d AT 16 O.C. 4-1X 5-2X4 ANGERS 6—ROOF TRUSS OR RAFTER 7—GABLE END TRUSS 8—FLAT OR SLOPING CEILING 9—STUCCO SHEAR AB OR SOLiD sHrG. OR STRUCTURAL TRUSS. 1O—E.N. 11—A35 AT 160 O.C. ONLY USING STRUCTURAL TRUSS. IESIflME 6.110.90 0 0 S Geotechnical. Geologic. Environmental 5741 Palmer Way • Carlsbad, California 92008 • (619)438-3155 • FAX(619)931-0915 December 7, 1995 W.O. 1770-8-SC Greystone Homes, Inc. 495 East Rincon, Suite 115 Corona, California 91719 Attention: Mr. Don McDougall Subject: interim Summary of Rough Grading, Lots 1-5, 17-20 and 91, Costa Do Sal Development, Carlsbad, California Reference's: i. "1=40' Scale Grading Plan Review, Costa Do Sal Development, Carlsbad Tract CT 92-1, Carlsbad, San Diego County, California", 'NO. 1770X-SD, August 15, 1995, GeoSoils, Inc. 2. "Grading Plans For: Costa Do Sal", 1=40' scale, sheets 3-4 of 9, October 19, 1995, Fusco Engineering, Gentlemen: Grading and processing of original ground within the building pad areas of Lots 1-5, 17-20 and 91 at the subject site was observed and selectively tested by representatives of GeoSoils, Inc. during the (ongoing) earthwork phase of development of the subject site. The work per-formed from Oct. 26 to Dec. 6, 1995, based on our observations and field density testing, indicate that earthwork construction has been in general conformance with the recommendations contained in above referenced report, the project plans dated Oct. 15, 1995, and with the grading ordinances of the City of Carlsbad, California. A final compaction report of rough grading, including grading operations performed within the subject building pad areas, is currently under preparation and will be submitted upon completion of rough grading. Expansion testing of soils collected at near finish grade elevations on the subject lots indicate that very low to low expansive soils (Expansion index all below 50, per Standard 18-2 of the Uniform Building Code) exist at/near finish grade at locations tested. Based on these test results, foundations for the subject lots should be designed as recommended for very low to low expansive soil conditions (see referenced report). Greystone Homes, Inc December 7, 1995 Costa Do Sol W.O. 1770-B-SC Page 2 Corossivity (i.e., pH, soluble sulfate and resistivity) testing is currently being performed on selected soils collected on the subject lots. Results of this analysis will be reported when the testing is completed. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact any of the undersigned. Respectfully submitted, GeoSoils, Inc. Edward H. LaMont, CEG 1892 Andrew T. Guatelli, RCE 47335 Project Geologist Principal Engineer ATG/EHL/cmw Distribution: (1) Addressee (2) Mr. Niels Manley, Greystone Homes, Inc., Site Superintendent (2) City of Carlsbad Engineering Department (2) Fuscoe Engineering, Eric Armstrong a1- 3s BUILDING PERMIT PCR No: PCR95071 PI/25/96 09:32 Project No: A9200124 page 1 of 1 Development No: DEV90084 ,.Job Address: 1072 LIGHTHOUSE RD Suite: 57:3 01/25/% 000101 02 c?ermit Type: PLAN CHECK REVISION 21EOC tarce1 No: 214-531-48-00 Lot#: 113 aluation: 0 Construction Type: NEW 0CCupaflCy Group: Reference#: Status: ISSUED .Description: POOL BLDG-GREYSTONE-COSTA DO Applied: 12/27/95 SOL-REVISIONS+STRUCTURAL CALCS Apr/Issue: 01/25/96 Entered By: RMA 909-273-9494 Appl/Ownr : GREYSTONE HOMES 495 E RINCON, STE 115 CORONA, CA 91719 Plan Check Nber *** Fees Required *** Fees: 21 Adjustments: Total Fees: Fee description Plan Check Revision d & Credits Pa yi lance .00 .00 218.00 Ext fee Data 218.00 NCOFPOATEfl 4 FINAL APPROVAL INSP. _______ DATE...... CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-12-2015 Building Permit Permit No:PCR95071 Building Inspection Request Line (760) 602-2725 Job Address: 1072 LIGHTHOUSE RD CHAD Permit Type: PCR Sub Type: Parcel No: 2145313700 Lot : 113 Status: ISSUED Valuation; $0.00 Const Type: NEW Applied: 12/27/1995 OccGroup: Reference #: Entered By: RMA Appr/Issued: 01/25/1996 Project Title: POOL BLDG-GREYSTONE--COSTA DO Inspect Area: SOL-REVISIONS+STRUCTURAL CALCS Applicant: Owner: GREYSTONE HOMES 495 E RINCON, STE 115 CORONA, CA 91719 909-273-9494 Total Fees: $218.00 Payments To Date: $218.00 Balance Due: $0.00 Description Fee Plan Check Revision Fee 218.00 FINAL APPROVAL Inspector: Date: ______________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified lees/exactions DOES NOT APPLY to water and sewer connection fees and capacfiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any EsGil Corporation Professiona(T(an Review Engineers DATE: 1/24/96 ANT I JURIS. U FIRE JURISDICTION: Carlsbad U N REVIEWER O FILE PLAN CHECK NO.: 95-1146 Revision SET: H PROJECT ADDRESS: Lighthouse Road PROJECT NAME: Greystone 4 Model Homes - Lots 110, 111, 112 & 113 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 deficiencies identified in the attached list are resolved and checked by building department staff. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been faxed to: Fax #: (909) 273-0127 Don McDougall, Greystone Homes 495 E. Rincon, Suite 115, Corona, CA 91719 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: (909) 273-9494 REMARKS: REVIEW OF FOUR MODEL HOMES ONLY. This list is for the plan revisions to the four model homes and the review of the remaining pool building and sales office not approved as a part of the original plan approval on 12/8/95. By: Pete Fischer Enclosures: Esgil Corporation F1 GA CM GP PC Fri. 1/19/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 95-1146 Revision 1/24/96 Sales office and pool building review: 26e & 60c. The pool building is under review and is not included as a part of this approval. 60. b. Sales office review: 5. Title 24 disabled access requirements: Attached the following disabled access notes to the plans. Show the storage door will have a minimum 32" net clearance (3' wide) and will have a minimum 18" strike edge clearance. Provide the unisex restroom signage on the door (in addition to the sign adjacent to the door as indicated on SOA.2). Note on sheet SOA. 1: "The parking, the path of travel from the parking to the sales office, the path of travel from the sales office to the restrooms, the sales office and the restrooms must fully comply with the California Title 24 disabled access requirements." 7. Provide the five new structural details on the plans per the new calculations, and reference the correct ridge strap at the drag line. See the attached sheets. Plan revisions to the model homes: ItLe following was inked onto the plans: Shear wall type 10 at the left of bedroom 2 in plan 2A on sheet A2.4. Shear wall type 11 at the front of bedroom 2 in plan 2C on A2.5. Shear wall type 12 at the left of the family on A3.4. Also removed the notch beam note at the garage on A3.4. The plan 4 garage post and beam locations were revised to match the original approved plans on A4.2 and A4.4. The lag screw spacing in K1/SD2 was revised to 12" per the original plans. A maximum 4" space was shown in 21/D2. Information on the PT plans to match the original permitted sets. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SITE ACCESSIBILITY Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. Carlsbad 95-1146 Revision 1/24/96 3. At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the direction to accessible building entrances and facilities. . DISABLED ACCESS PARKING SPACES 4. required number of accessible parking spaces in new facilities *(or in existing facilities where a change of occupancy occurs) is as follows per Table 31A: *1 for each 25 spaces up to 100 total spaces. 1 additional space for each 50 spaces for between 101 and 200 total spaces. C) 1 additional space for each 100 spaces for between 201 and 500 total spaces. d) If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 90" parking area and 60" loading and unloading area. There is m requirement that this space be identified or reserved for the exclusive use by persons with disabilities. 5. *Accessible spaces shall be located as follows, per section 3107A(a)1: On the shortest possible route to an accessible entrance when serving a particular building. On the shortest route of travel to an accessible entrance of a parking facility. C) Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. Note: This section does not apply to existing facilities where local ordinances preclude requirements unless a change of occupancy occurs. 6. Single spaces shall be 140" wide and outlined to provide a 90" parking area and a 60" loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 60" loading zone between each 90" wide space. Each space is to be a minimum of 160" in depth. See section 3107A(b)1. NOTE: See Figures 31-18A, 31-18B and 31-18C. 7. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 3107A(b)3. 8. The maximum slope of parking surfaces in any direction shall not exceed 1f4I per foot (2.083%) per section 3107.1(b)4. The maximum slope at the passenger loading zone shall not exceed 2%. 9. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107A(b)2 shall have an additional sign 'Van-Accessible" mounted below the symbol of accessibility per section 3107A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. 10. An additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1" in height. Per section 3107A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning 11. Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. Carlsbad 95-1146 Revision 1/24/96 *A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107A(b)2. All such spaces may be grouped on one level of a parking structure. WALKS AND SIDEWALKS Walks sloping greater than 1:20 (5%) must comply with the ramp requirements of section 3307 per section 3324(c). Walks shall be 48" minimum in width and have slip resistant surfaces. The maximum cross slope shall not exceed 1/4U per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of 11211 per foot for distances not to exceed 20 feet. Abrupt level changes shall not exceed 1/211 along any accessible route. When changes do occur, they shall be beveled with a slope of no greater than 1:2. Level changes of '/;'or less may be vertical. Note: If level changes exceed 1/2",they must comply with requirements of curb ramps. At each gate or door, a 60" x 60' level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b). At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per section 3324(f). Grating openings are to be limited to a maximum of 1/2l in the direction of travel per section 3324(b). Provide 36" wide detectable warning material at the boundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). *Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2. . PEDESTRIAN RAMPS A path of travel with a slope exceeding 1:20 (5%) shall be considered a ramp per section 3307(a.1). Handrails are required to be provided at each side of ramps. The maximum cross slope at walks and sidewalks shall not exceed '/4l'per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of '2 per foot (4%) for distances not to exceed 20 feet. *When the slope of ramps exceeds 1:20 (5%), handrails are required at each side, per section 3307(e.1). Per section 3307(e. 1), handrails shall meet the following requirements: Be continuous. *Located 34" to 38" in height above the ramp surface. C) Have 12" extensions beyond the top and bottom. Ends shall be returned. Handrails shall be 1'h" to 1%" in cross section and placed 3307(e.1). a minimum of 11/2" from walls, per section Carlsbad 95-1146 Revision 1/24/96 27. If ramp exceeds 10'0" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 3307(h.1). 28. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per section 3307(e. I). ENTRANCES AND CIRCULATION 29. *All entrances shall be made accessible, per section 3301(h). 30. *When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route of travel shall be provided to all portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. . DOORS 31. Per section 3304(c.1), all hand-activated door opening hardware shall meet the following requirements: Shall be centered between 30" and 44" above the floor. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 32. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. 33. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(1.1): Extend 24" past the strike edge of the door for exterior applications. Extend 18" past the strike edge of the door for interior conditions. 34. Maximum effort to operate doors shall not exceed 81/2 pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at right angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(1.2)1. 35. Per section 3304(i.1)2.B, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. SPECIAL HAZARDS 36. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. 37. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" (/. 1") above the surface of the walk or sidewalk. Carlsbad 95-1146 Revision 1/24/96 If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which is 36' in width. The surface shall be raised truncated domes in a staggered pattern with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be / Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the exposed edge and trim shall comply with the requirements for changes in level. . SANITARY FACILITIES Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/411 thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a circle, 1/411 thick, 12" in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on the circle and within the 12" diameter. The required symbols shall be centered on the door at height of 60". *See section 3105A(b)1.D. See 3105A(e)10 for additional signage. RESTROOM IN GARAGE• SCALEI 1/4' • 1-0' 3 1113 a/, fr 798'/ O.TOA)OT1t TO M Ar$ ThtZ4 ''2tV 64e!tiO I ES OFFICE 1DP 1[4) - - TO SENSOR 10'-4- 2T-0' IF FLOOR PLAN 3IAGONAL10"ooe r'i'peI cune I OTHER WELL-DEFINED EDGES. SUCH NOTES: WALL/SYM € DIRECTION Of PEDESTRIAN PLOW. THE '5 SHALL HAVE 45 IN. (1220mm) CONC, WALKWAY AND LANDING SIZE 4 FLEX OUTLET IN P10.15(c) io Is,. i oi.00i THEY SHALL ALSO HAVE AT LEAST A 24 ip& SI41 CURS VERIFY WITH LANDSCAPE PLAN. .4PH TELEPHONE / LOCATED ON EACH SIDE or. MARKED CROSSING, •. PROVIDE TEMP. GLASS AT ALL EXTERIOR ELECTRICAL R.WA1 JUNCTION FRENCH DOORS. ~& DUPLEX OUTLET NOT EXCEED 1/2 IN. (13mm) FOR SEE SALES OFFICE STRUCTURAL CALCULATION FOR DETAIL REFERENCES. 44 ELECT SWITCH SWITCH ESMOLOS AND FLOOR LEVEL CHANGES BE BEVELED WITH A SLOPE NO GREATER 049 ¶LFOT )IES WAY A !. ELECT swircs IPIMER SWITCH LIGHT FIXTURE WALL MOUNTED r AND OTHER OPERATING Dl VICES ON SHAPE THAT IS EASY TO GRASP WITH D -. - B I0I4T FIXTURE tILING MOUNTED L NT GRASPING TIGHT PINCHING. ON t?LIVER- P$1R4T10 MECHANISMS PIAPED HANDLE ARE ACOEPTAIL! IGHT FIXTURE LUSH OANS r L AT ING HARD ARE 1L1 pj7,,fljgR ESI/FME Sheet / STRUCTURAL ENGINEERS Date ii/;oJq g - JN. 7O;/ ;W= 974 <TLI ouu. L tcu. SIMPSON - — sr-Is rw per— MAW (SEE PLAN) U L.1I w/k .• EOUN. J. EDUAL 1 2X TOP PLATES I SIMPSON 51-6224 U.O.N. - .r016T ,4ot-14 1•?2 flPrV.AI !DL sMroI LLt &oPitXi 2X 9ikkIiP4 2.XTVO - - W4i U STUDS. 0 16,O.C. (SEE PLAN) 0 0 ESI/FME Sheet - STRUCTURAL ENGINEERS Date JN. 7077 SINCE 1914 EsGil Corporation Trofessiona(T(an Review Engineers DATE: 1/10/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 95-1146 Revision PROJECT ADDRESS: Lighthouse Road I ANT SZN U FIRE REVIEWER U FILE SET:I PROJECT NAME: Greystone 4 Model Homes - Lots 110, 111, 112 & 113 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 deficiencies identified below are resolved and checked by building department staff. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. J The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been faxed to: Fax #: (909) 273-0127 Don McDougall, Greystone Homes 495 E. Rincon, Suite 115, Corona, CA 91719 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: (909) 273-9494 REMARKS: REVIEW OF FOUR MODEL HOMES ONLY. This list is for the plan revisions to the four model homes and the review of the remaining pool building and sales office not approved as a part of the original plan approval on 12/8195. By: Pete Fischer Enclosures: Esgil Corporation GA CM D GP PC 12/29 & 1/3 trnsrntLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 95-1146 Revision 1/10/96 REVISION AND RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 95-1146 Revision PROJECT ADDRESS: Lighthouse Road SET: I DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 12/29 & 1/3 1/10/96 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): This plan review is limited to the 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must 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. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? UYes DNo Carlsbad 95-1146 Revision 1/10/96 Sales office and pool building review: 26. e. Clarify if the pool building will be on the deep fill soils with large potential settlements. The ownei, architect and bQth structural engineers must all address this. 60. b. Sales office review: 2. Comply with all requirements in Chapters 5 and 17 for the group B2 occupancy (for example, distance to property line requirements, occupancy separations, etc.). Show full compliance with Title 24 disabled access requirements, including parking, walks, curb ramps, pedestrian ramps, door sizes and clearances at all doors, restroom details, telephones, etc. Provide energy calculations and energy forms if the sales office is to be heated OF cooled. Provide all structural information on sheet SOA.2 per plan type 1. The new sales office plans do not show the plan changes that were made at set IV (water heater venting, etc.). C. Pool building review: 1. Provide signatures on the new site plan. Show the new tower on the site plan. 2. Comply with all requirements in Chapters 5 and 17. As a group B2 occupancy, the exterior walls within 20' of the property line must be 1 hour construction. The 1 hour construction must be maintained through the attic. All eaves within 10' of the property line must be 1 hour. Verify the tower is 10' to the property line (for the tower openings). 3. Indicate the maximum equipment size in the equipment room. See Section 708. 4. Provide soil report recommendations for the pool building (location, expansion index, etc.). 5. Provide truss calculations for the pool building. Indicate all steel to wood connections. 6. Show full compliance with Title 24 disabled access requirements, including parking, walks, curb ramps, pedestrian ramps, drinking fountains, telephones, etc., unless the pool building will not be available to the general public. Plan revisions to the model homes: Provide revised energy calculations and forms for the increased glazing at plans 2 and 4. The entry patio at plan 2 on sheet A2.1 shows an isolated exterior footing that is 18" x 18" x 18". All other exterior pad footings are shown as 24" x 24". Is the 24" x 24" required by the soil report? Show type 10 shear wall at the left of bedroom 2 on sheets A2.4 and A2.5 per the new calculations. Carlsbad 95-1146 Revision 1/10/96 Provide a calculation for the revised shear wall at the front of bedroom 2 in plan 2C on A2.5. Show safety glazing for glazing within 24" of a door on sheet A3.2 at the optional den 2, and on sheet A4.2 at the nook. Note at bedroom 5 on sheet A3.2 that the window will have a net clear openable area of 5.7 square feet for egress per 1204. Revise sheet A31 at the left of the family for the new fireplace and revised holdown locations. Provide revised post-tension plans for all revisions to the foundations. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. Carlsbad 95-1146 Revision 1/10/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 95-1146 Revision PREPARED BY: Pete Fischer DATE: 1/10/96 BUILDING ADDRESS: Lighthouse Road Plan Revision BUILDING PORTION BUILDING AREA VALUATION VALUE (sq. ft.) MULTIPLIER 1 ($) REVISIONS 12 HOURS 1108.94 1217.88 Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: Esgil Fee: $ $ 217.88 $ 174.30 Sheet 1 of 1 PLANNING QiEOU..LS Plan Check No. ,54 Planner DAVID RICK Phone 438-1161 ext. 1328 (Name) APN: Type of Project and Use '-1 'o'e C31to SO I - Zone Xb4 Facilities Management Zone ZC' (D (iout) # circle (It property in, complete SPECIAL TAX CALCULATION 2 a WORKSHEET provided by Building Department.) r71 (tern Complete (rem Incomplete . Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified 0 Enviroomtal Review Required YES - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 Denonaiy Acd= Raq*tired YES NO - TYPE APPROVAL/RESO. NO. _____ DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not state conditions which require action. Conditions of Approval 0 Ca1ifcnia Coastal Comini Puiit Reiuired YES NO - DATE OF APPROVAL; San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 921084725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval a/c C3 inclusionasy Housing Fee required: YES NO / (Effective date of Enclusioriary Housing Ordinance - May 21, 1993.) Site Plan: 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed strucn.res, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. EYiJ 0 2. Provide legal description of property, and assessor's parcel number. Zoning: 0007 Setbacks: / Front: Required Shown [nt. Side: Required Shown Street Side: Required Shown w' pprre& Rear: Required Shown O 0 0 Lot coverage: Required Shown C3 o 0 Height: Required Shown O 0 0 j 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additional Comments 9OACJ $-& "D OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNcKFR.M / '' APPROVALS JbJ 7 i /ii'd/ 2fiZ Date 'L - I I Hvillin C6-4-c4 Coasta Health Assoc. F-INAL.ED HAZ MAT FORM INI) WASTE APP SCHOOl FEE FORM PLAN .ORR ENGRO CORR BUS tiC WCOMP ARE PLANS ASSESSOR PLANS CoFO fl9 &ysron)--C/2.cr4-/2osL)L (P-f:7L) jL 7/ L/ ii Th I 4 p(44~ C//14 /1/0 f j z7, zX /39 pout S DATES IIAZ MAT FORM IND WAS1 APP SCHOOL FEE FORM PLAN cORR ENGRO CoRn BUS UC W COMP FIRE PLANS ASSESSOR PLANS C OF 0 Dcn,m - Z:s (C )0 C v.J1 C7 ) APPROVALS I Date - S - 0 Building 106t Pi q ng ctai j- Ala T 4Ii itt) / 0 J- #r- k4, Health _Assoc.