The URL can be used to link to this page

Home My WebLink About2068 AVENUE OF THE TREES; ; CB891952; Permitf.: BUILDING PERMIT Permit No: CB891952 12/18/90 IO: 52 Project No: A8903522 Page 1 of 1 Development No: I Job. Address: 2U68 AVENUE OF THE TREES Str: F1: Ste: ">~ 1.- r.2- ._ Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) 7 22 J"2f.!:.c,,.i!?Q :"<]r;f 3;. ;;;; Parcel No: 156-290-19-00 ..< f.P..*'r ~ ,.-I ;'?,? ; ( Valuation : 19,155 &!?-IS0 Construction Type: VN Occupancy Group: R3/M1 Class Code: Status: ISSUED Description: 210 SF LIV ADD AND 500 SF DECK Applied: 12/18/89 Apr/lssue: 12/18/91) Validated By: JPY Appl/Ownr : STONE, GENE 619-434-9350 2068 AVENUE OF THE TREES 434-9350 , 00 135.00 233. 00 Ext fee Data ---------------- 207. UO 135. OC) 1.00 343.00 7.50 Y 2 * 50 10.00 5.00 Y 1U. 00 REMODEL 15.00 CllY OF CARkBAD' 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - UCDnMERClAL UNEU UTENANT IMPROVEMENT I B - OlNDUSTRlAL ONEU OTENANT IMPROVEMENT EST. VAL I DATE c f- C - @RESIDENTIAL OAPARTMENT OCONDO OSINGLE FAMILY DVELLING OADDITION/ALTERATION I C-PRHT 135. w tiearest cross Streets LEGAL DESCRIPTIOY Lot No. Sltdivision NamlUbr Unit No. Phase No. CNECK BELOU IF SLBIIITTED: LSd -2-46 - I? a 2 Energy Calcs 2 Structural Calcs 2 Soils Report ASSESSOR'S PARCEL EXISTING USE PROPOSED USE - SIGNATURE 9fl//U/AZ * " 4. APPLICAN~ CONTRACTOR 0 AGENT FOR CONTRACTOR DINNER DAGENT FOR DUNER 8 NAME ADDRESS CITY *&&&- STATE ZIP CDDE DAY TELEPHONE OLESSEE OTENANT ADDRESS CITY Od- STATE ZIP CDDE DAY TELEPHONE STATE LIC. Y LICENSE CLASS CITY BUSINESS LIC. Y SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP COO€ DAY TELEPHONE STATE LIC. Y 7. WORKERS' COMPENSATION Uorkers' Canpensation 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 Workers' 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 CDnPANY POL I CY NO. EXPIRATIOH DATE Certificate of Exnption: so as to become subject to the Yorkers' Compensation Laus of California. I certify that in the performance of the uork for which this permit is issued, I shall not enploy any person in any mamer SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Ouner-Builder Declaration: I hereby affirm that I am exempt frun the Contractor's License Lau for the follouing reason: 0 I as ouner of the property or my employees uith uages as their sole compensation, uill do the uork and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Lau does not apply to an ouner of property who builds or improves thereon,, and uho does such uork himself or through his oun employees, provided that such improvements are not intended or offered for sale. If, houever, the building or improvement is sold uithin one year of completion, the ouner-builder uill have the burden of proving that he did not build or inprove for the purpose of sale.). 0 1, as wner 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 ouner of property uho builds or improves thereon, and contracts for such projects uith contractor(s) licensed pursuant to the Contractor's License Law). IJ I am exempt der Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which 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 Lay (Chapter 9. ccmnnencing uith Section 7000 of Division 3 of the Business and Professions Code) or that he is exenpt therefran, 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 more than five hundred dollars CS5001). SIGNATURE DATE CDnPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program der Sections 25505, 25533 or 25534 of the Presley-Tamer Hazardous Substance Accomt Act? DYES 0 NO DYES 0 NO Is the applicant or future building occqmnt required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed uithin 1,OOD feet of the cuter bwndary of a school site? DYES 0 NO IF WY ff THE MRS ARE YES, A FINAL CERTIFICATE OF OC[xIpWCY MY Yo1 BE IMUED AFTER JULY 1, 1989 UNLESS TIE APPLIullT W IET OF THE OFFICE OF EMERGENCY SERVICES AUl THE AIR POLLUTION aYTROL DISTRICT. IS EETIMG TM REWlRBElllS 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construct1 of the work for nhlch this permit is lssued (Set 3097(i) Clvrl Code). LENDER'S NAME 10. APPLICANT'S SIGNATURE I certify that 1 have read the application I agree to copiply uith all City ordinances and State laus relating to building construction. I hereby authori I ALSO AGREE TO SAVE IWDERNIFY AND KEEP HARMLESS THE CITY OF CARLSLIM AG4INST ALL LIABILITIES, JWGIIEWTS, COSTS AMI EXPENSES UHICH MY IN ANY UAY ACCRUE AGAINST SAID CITY IN aYSEMNCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Officlal under the provisions of this Code shall expire by limitation and becane null and void if the building or uork authorized by such permit is not ccmnnenced uithin 180 days frun the date of such permit or if the building or uork 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) Unlform Building Code). is correct. sbad to enter upon the above mentioned property for Inspection purposes. APPLICANT'S SIGNATURE 0 OUNER 0 CONTRACTOR OBY PHONE WHITE: File YELLOW: Applicant PINK: Finance July 31, 1990 Jackie Alexander Stone ’ Gene Stone 2086 Avenue of the Trees Carlsbad, CA 92008 RE: Plan Check Number 89-1952, 2068 Avenue of the Trees This letter is to remind you that the above referenced plan check will expire on December 18, 1990. The plans were submitted to the City of Carlsbad on December 18, 1989. A plan check correction list was mailed by Esgil Corporation on December 27, 1989, and no corrections have been made as of the date of this letter. On April 30, 1990, a notice of expiration was mailed. On April 5, 1990, a request was made to extend the plan check for 180 days. This request was granted. The new expiration date is December 18, 1990. Enclosed is a copy of the request for extension, the letter granting extension, and a copy of required corrections to plans. Please submit corrected plans to the Building Department so that the permit can be issued before December 18, 1990. Because this is an outstanding violation, if no action to complete plan check is made by December 18, 1990, I will have no recource but to immediately refer this matter to the City Attorney for further legal action. Thank you for your immediate cooperation regarding this matter. Please contact me at 438-1161 if you have any further questions regarding this letter. I <- Building Technician cmw Enclosures cc: Building Department rfSuiIding Permit File Principal Building Inspector City Attorney 2075 Las Palrnas Drive - Carlsbad, California 92009 - (619) 438-1 161 DATE: May 11, 1990 Miles Standish 2068 Avenue of the Trees Carlsbad, CA 92008 RE: PLAN CHECK EXTENSION pc# 89-1952 In answer to your request of 515190 , an extension has been granted to 13/18/90 . Section 304 (d) of the 1985 Uniform Building Code prohibits any further extension of time. Director Community Development M0:dc 2075 LaS Palmas Drive - Carlsbad, California 920og-485g I. (61 9) 438-1 161 TO: Miles Standish Pc# 89-1952 DATE: 12/18/89 2068 Avenue of Trees Carlsbad, CA 92008 PLAN CHECK EXPIRATION Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Section 304(c) Expiration of Plan Check. Application for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intentions and return this letter to the address above. Project abandoned. Signature : Date : Project abandoned; plans may be destroyed. Signature: Date : Maximum 180-day time extension requested for the following reasons : I will pick up plans within 10 days. If you have any questions, please contact t -bad Development Processing Section at (619) 438-1161. 2075 Las Palmas Drive-Carlsbad. California 92009-4859-(619) 438-1 161 November 9, 1989 Jackie L. Alexander 360 Chestnut Avenue, #5 Carlsbad, CA 92008 2068 AVENUE OF THE TREES, APN: 156-290-19 It has come to our attention that at the above referenced address two decks have been added, the wall of the upper story has been extended, windows have been added, and a spa and heating and filtering equipment on the lower deck have been installed, all without proper approval or permits. Compliance can be made by submitting plans, receiving permits, and having inspections for all work done by November 24, 1989. are photos of the outside construction. Enclosed Please contact me at 438-1161 to informally resolve this matter. Building Department Technician cc: Dr. R.J. Hauser Principal Building Inspector Building Permit Counter 6lding Permit File 2075 Las Palmas Drive - Carlsbad, California 92009-4859 0 (61 9) 438-1 161 I '! CITY OF CARLSBAD INSPECTION REQUEST /- PERMIT# CB891952 FOR 05/17/91 INSPECTOR AREA PK DESCRIPTION: 210 SF LIV ADD AND 500 SF DECK PLANCK# CB891952 TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2068 AVENUE OF THE TREES STR: FL: STE : APPLICANT: STONE, GENE PHONE: 434-9350 CONTRACTOR: PHONE : OWNER: ALEXANDER, JACKIE PHONE: 434-9356) OCC GRP REMARKS: MH/JOHN/940-1504 SPECIAL INSTRUCT: v INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical I -L ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 042391 Rough/Topout AP PK TUB/SHOWER 042391 Rough Electric AP PK 042391 Frame/Steel/Bolting/Welding AP PK INTERIOR FRAMING 041791 Final Combo CO PK SEE INSP NOTES 041691 Rough/Topout CA PK 041691 Rough Electric CA PK CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB891952 FOR 04/23/91 INSPECTOR AREA PY DESCRIPTION: 210 SF LIV ADD AND 500 SF DECK PLANCK# CB891952 TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2068 AVENUE OF THE TREES STR: FL: STE : APPLICANT: STONE, GENE PHONE: 434-9350 CONTRACTOR: PHONE : OWNER: ALEXANDER, JACKIE PHONE: 434-9350 OCC GRP REMARKS: MH/JOHN/940-1504 INSPECTOR SPECIAL INSTRUCT: PLEASE CALL HIM TO MAKE APPOINTMENT. OWNER OUT OF TOWN. TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 24 PL Rough/Topout pa0 7”6,/ s*- w E ’&mw 4cL / v ***** INSPECTION HISTORY ***** DATE DESCRIPTION 041791 Final Combo 041691 Rough/Topout 041691 Rough Electric SEE INSP NOTES. ACT INSP COMMENTS CO PK CA PY CA PY CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB891952 FOR 04/17/91 INSPECTOR AREA PY DESCRIPTION: 210 SF LIV ADD AND 500 SF DECK PLANCK# CB891952 TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2068 AVENUE OF THE TREES STR: FL: STE : APPLICANT: STONE, GENE PHONE: 434-F, CONTRACTOR: PHONE : OWNER: ALEXANDER, JACKIE PHONE: 434- 350 OCC GRP / REMARKS: MH/JOHN/940-1504 SPECIAL INSTRUCT: r INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST 29 PL 39 EL 49 ME -- -- -- Final Structural Final Plumbing Final Electrical Final Mechanical DATE DESCRIPTION ***** INSPECTION HISTORY ***** ACT INSP COMMENTS ., . . ...... .. .. ... ......... ....... .. ......... ... .-_I ...... ....... .... ___ .. _ . __ _.. -. - ........................... . ...... ..... -. ___ ...... ~~ - ....... .... __ ....... d F ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (618) 56014.68 DATE : 12 I !7 1 0 JURISDICTION: c1-T y OF CARICSBAD PLAN CHECK NO: - j'?SZ SET: APPLICANT JURISDICTION PLAN CHECKER OFILE COPY I- DESIGNER riups --A 6F xes PROJECT ADDRESS: aa6B - PROJECT NAME: s rmr L R€SI DEN CE 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 buildin when minor deficien- cies identified atfGC ChrB 'Odekt s 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. The applicant's copy of the check list has been sent to: WAG bl FK ,370 3 CAM IN 0 DE L Rto SOLJ TH *a, 7D W/4P GRO u P 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: [)AVID yA 0 Enclosures: ESGIL CORPORATION 193 bud ~GA UAA .URN DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 I I APPLICANT JURISDICTION P ,PLAN CHECKER DATE : I2 lo q0 PLAN CHECK NO: @y- l-qsr SET: [>UPS JURISDICTION: crTY OF CARLS BAD C[]FILE COPY !- -.A DESIGNER PROJECT ADDRESS: 206F AV/E OF T~ZES PROJECT NAME: -5 TOM E &-srr>EAl CE The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolvsd and checked by building department staff. 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 jurisdiction to return to the applicant contact person. @$The applicant's copy of the check list has been sent to: C\IAr, A EK GPOdP 330 3 CAM IN0 m.L RI 0 Sou rA fcwo SD ?L?/L)$ 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 TJ been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By : 0 Enclosures: ESGIL CORPORATI6N I2/p JURISDICTION: CA f?LS Date plans received by plan checker: {2/r/?o PLAN CHECK NO.: 69- /9&3 Date plan recheck completed: /A//o By: DAVID YAo RECHECK PLAN CORRECTION SHEEZ FOREWORD: PLEASEREAD 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS @ 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 following items have not been resolved from previous plan reviews. The original correction number has been given for your of thP D i&-j---we-haVe-- reference. rior correc~an 1 -. 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 To facilitate rechecking, please identify, w next to each item, the sheet of the plans upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No I I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : 10 I -2s I 90 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 89- 1952 SET: PROJECT ADDRESS: a0 68 t OF S PROJECT NAME: STehlF RF< I9rnCF - FILE COPY EUPS SDES IGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- 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. The applicant's copy of the check list has been sent to: hI*f4?32 @?dUP 2'703 PAMINO O€L RI 0 SLNTPt &zoo SD Q2 In& n 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: I/ 10 YAO Enclosures: ESGIL CORPORATION I y,r OGA OAA Ovw ODM Date plans received by jurisdiction: Date plans received by Fsgil Corporation: l0lI.C I 90 Date initial plan check completed: lo 1x1 90 BY: DA lirn Applicant contact person: F4ms t Telephone: &PI[- 84 2 4 FuREwmD: PmAsBREAD Plan check is limitel 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 UPC (eff. 3/30/87) 1987 NEC (eff. 10128187) 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 speed UD the recheck Drocess. note on this list jor a CODY) where each correction item has been addressed i.e., plan sheet. specification. etc. Be sure to enclose the marked UD list when YOU submit the revised plans. Ro3%: List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. Pu[;KmHBmts ARBm In SEQumcEAs PAGES BhvlRGm ITRE -nc CmRKcJzcmSwBKEDELKrm. (1985 UBC) Please &e a11 corrections on the original tracings and submit two new sets of prints, and my Original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite lr208, 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 UBC, 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) . Indicate distance from property ,lines to proposed building. Section 302(c). Section 302(c). . Show on the title sheet all structures! pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included .'I 1i. 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. PIRE WON 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 rear property lines. Section 504. . Plastic skylights shall not be installed 9 within 8' of an exterior wall located where such exterior wall are prohibited Section 1710. P sl 16 0 f openings in 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. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item Y above. 17 RoQ( SIZES. LIGBT. -OH AHD GLAZING . Habitable rooms, other than kitchens, shall least 70 square feet of floor area. one room shall have not less than 120 contain at At least square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). P Appears to be deficient in See beloh) Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). see h/o& . At least 112 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows ar not p te+Rd. ov 4. No habitable room other than a kitchen, shall be less than 7IO4 in any dimension. Section 1207 (c). jd. Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). . Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). . Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. @ Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Section 1205 (a). J Section 1205 (a). h, ms%qr Section 511 (a). P -0 Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. ~JI~,&W,@ f. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. Section 5406 (d) 5. . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. 5. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. f . Section 1716. Section 1716. MITS. SUIRuhY s. ANDTuII;MGs f. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. @ Show how guardrail connection details are lineal foot Table 23-B. adequate to support 20 pounds per at a right angle to the top rail. provide stairway and landing details. Section 3306 (b) br (c). -'bum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and M 9Ir minimum. . i' 1. Minimum headroom is 6'6". f. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: 0 Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h) . Provide details of winding stairway complying with Section 3306 (a): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Section 3306 (g), b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimunl nm is 7 1/2 inches measured at a inches from where the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. Maximum c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. clear opening between risers is 6 inches. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n) . The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOPMG @ Specify roof slope. 5)/ Roof. slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). @ Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. ~~ ~ 5/10/89 4 The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. . The minimum slope for a fire retardant built- with cap sheet surfacing, is 112 inch Section 3203 (e) 2. UP roof, in 12 inches. Section 3203 (e) 3. P Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.Q. approval number. See below Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 11150 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) . 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 C9 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 with 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 greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). .. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. All 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 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are 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 3 112 to 1 for height-to-width. Table 25-1. 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). 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). Table 5-B, Section 503 (d). Section 1104. FTNRWIION Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recomnendation for Eoundations, slab and building pad preparation. 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 recornendations in the Soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations 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 accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut 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 and show drainage pattern and key elevations. 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. Dimension foundation per U.B.C. Table 29A: Section 2905 (f). Floors Footin Sumorted* Stemwall Width DeDth Thicknks 1 6" 12" 12" 6" 2 8" 15" 18" 7 3 10" 18" 24" 8" Show foundation sills to or equal. Show foundation bolt size and spacing. 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 founda Section 2312 (f), 302 (c). a If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls @ and shear walls. Section 2907 (b). . 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. Show pier size, spacing and depth into undisturbed soil. Table 29-A. . Show minimum underfloor access of 18'' x 24". be pressure treated, Section 2516 (c) 3. Y. Section 2907 (f) . . SQ @ @ P; @ pb 9' Section 305 (e) 1. lf Section 2516 (c). 1 1. 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. 12. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Section 2516 (c) 6. ImnmG 1 3. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 108 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. / f 0 ftloundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. j5. 06. Show blocking at ends and at supports of floor Q ioists. rafters and trusses at exterior walls. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. sectioh 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. 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 Section 2517 (d) 5. (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 111 Show double top plate with minimum 48" lap 0 splice. Section 2517 (g) 2. 12. Show nailing will be in compliance with Table 0 25-Q. 113 Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 0 114 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. 115 Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 1 6. 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). . Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 119 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maxh diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. 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. 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 0 0 J 1J; It.Q 0 Itb 'r" . Show 3" x 4" Table 25-R-3. . Show 1/2" @ plan. Section 302 (c). Provide framing sections through I Section 302 (c). wide. Section 2517 (g) 5. . Specify all header sizes for opening over 4' . Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). . Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 18. Show on the plans all structural requirements f developed in the structural calculations. Section 302 (c) . (See comments below or at end. ) masonry floors or decks exposed to the weather 01: 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. 133. Specify plywood thickness, grade and panel identification index. Table 25-N. . When roof pitch is less than 3:12, design ridge 9 as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 1 6. 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. 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 'p size larger than supported rafters. Section columns and posts located on concrete or P P 0 J Section 2516 (f). Show plywood sheathing over exposed eaves, or 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. 2501 (b). Section All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. 1 2. Show source of combustion air to furnace, per Chapter 6, UMC. 1 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 space in front of furnace. . Note on plans, "clearances to be per manufacturer's listing.!' Section 504, UMC. 1 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. t" 1 f + 9 J . Show I.C.B.O. approval number for prefab l+ fireplace. 18. Show access to the attic or underfloor furnace f lp IP Section 505, UMC. to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 19. 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 lZ fixture controlled by a switch for the attic . 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. furnace. Section 708 UMC. . 3. Provide dryer vent to outside. UMC, Section 1903. -cAL (HATIONAL ELEClRIchG CODE) All wiring shall comply with the National Electrical Show on the plan the amperage of the electrical service, the location Of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 20 amp swlcu t?? receptacles. C;t addif;' and/or spacing is not adequate in . Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 158 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet or the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. per NEC, Art. 250-81. Show water heater size, type and location on f- plans. UPC, Section 1301. 1 1. Show sourc0 for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. 12. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. . Provide adequate barrier to protect water P heater from vehicle damage. UPC, Section 1310. ljd. Show T and P valve on water heater and show 0 Note electrical system ground to be provided mmG mfm Ebl PUMBMG CODE) J route of discharge line to exterior. UPC, Section 1007 (e). 5. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & (i). f 1 6. Show shower stall CM accomodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). mxsE TXSULATIOH tnraexpsl f l? . Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. . Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 9. Provide insulation in walls and ceiling to 1 0. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 11. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. . Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engjneer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. agreement with the information shown on the properly completed Form CF-1R. I I ip' All energy items shown on the plans must be in 1 4. Specify on the buildina DlmS all of the mandatory energy conservation requirements as listed on the enclosure titled, Wandatow Enerav Conservation Reauirements" . 15. show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 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. 17. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). additional corrections, or remarks, on the following page. 1 / P / 6. For room . Please see CXRWBAD S.F.D. & DLIPWSX SuPPmmn . Energy conservation design should be for Zone +- 7 . See attached energy packages. Floor drains must have auto-prime (city lab policy). 181. Note exhaust fans cannot be ductless type (city . New residential units must be pre-plumbed for future solar water heating. Note "two roof - jacks must be installed" where the watek heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1 3. Note "two 3/4" 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). 0 policy). f . Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 186. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 1f. All new residential buildings, including additions, require a soils report. Please submit two copies. PAT kl/e)/ 0.k 18 . 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). Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203( e). 10. City Ordinance 9192 requires two parking f spacesjunit with clear area of 20tx201 i.e. no 0 P UBC Adopting Ordinance 8192 requires Fire washing machines, etc. Show compliance. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact DAV 1 n \/AD 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 619/438-1161. Thank you. Enclosures : 51 11 /89 10 1 1 II 1 . * Certificate of Compliance: Residential (Page 1 of 2) CF-IR GENERAL INTORMATION Total Conditioned Floor Area: Building Type: - (check one or more) - Front Entry On’enlao’on: :: Number of Dwelling Units: Floor Consmction Type: Miltration Control: - ft2 Single Family - Hott Woid MUlti-Family GUS than 4 S~O~CS) Multi-Family (4 oc more ston’cs) - Addition - Exisring-Plus-Addidon North /East / South / West / AU Orientations (circ~e one or mare) Slab / Raised Floor (circle one or both) Standmlght (circle one) BUILDING SHELL Ih’SULATfON Component Insulation LucatiorJComrnents Trpe R-value (attic, D gurge. wid. CE.) Wall .............. . wall .............. Roof ............. Roof ............. Floor ............. Roor ............. Slab Edge ..... GLAZING Glazinn Shading Devices Area GIassType Interior Exterior Overhang FramingType Orientition (Sf) (single, double) (roUa blind. ctc.) (shdescrecn, etc.) b44 (meul/wood) Front .... ( ) Front .... ( ) Lek...... ( ) Lek ...... ( ) Re ar..... ( ) Re ar..... ( ) Right .... ( ) Right .... ( ) Skylight ....... Skylight ....... THERMAL MASS Type/Covering Area ThiCknesS . Certificate of Compliance: Residential (Page 2 of 2) CF-1R RoJect ‘We DIL HVAC SYSTEMS Typc (hUn=,& Efficiency Location Duct Output Manufacturer/Model # cmdhiona. heat pump) (SE. SEER.HSPR (de. e@.) R-value (Btuh) (or approved equal) Minimum Duct Maximum Furnace Heating Output: Btuh WATER SYSTEMS * Tank Manufactunr/Model# System Type (storage p, elc.) Capacity (or approved equal) Special Feature(s) . SPECIAL FEATURWEMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submined for a single building plan to be built in multiple orientations, all building conservation featura which vary an indicated in the Special Fearures/Remarks section. Designer Nunc Trd4Fii Addrru: BuiIding Owner Nunc: TidcFm Address: .. Telephone: tic. #: Telephonc Documentation Author Nunc m*i: AdfhXs Tclcphonc: Enforcement Agency Nunc Agency: Telephonc ~11 heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy anmission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipmant which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. ~11 fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vapor barrier is required in clhte zone 1, It, and 16. All dactured windows and sliding glass doors shall meet tle 1972 ANSI air infiltration stMdards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned spaca, shall be insulated with a minima of R-3. piping outside the building envelope shall be insulated in sccorc!ance with T7,0-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Conmission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting dawper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post. a signed certificate...Section.276.. (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter t, Article 3. shall state the mMuEacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the mufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Steam and steam condensation return piping and recirculating hot water . Insulation Certificate The certificate Fonn EM 3/5/86 OEVELOPM ENTAL SERVICES BUllDING DEPARTMENT citp of Carlsbab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE FOR YOUR SINGLE FAMILY DWELLING TITLE SHEET OF THE PLANS Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on thSs Property: Variance, Coditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 ..i ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: CITY OF CARLs6AD PLAN CHECK NO: - 19S.2 SET: 1 PROJECT,,A'DDRESS : 2 68 A VF OF TREE OFILE COPY DUPS !-;DESIGNER s PROJ T NAME: Cod h7Ml~llJ~ A~Drr~ohl # The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. 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 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: G;ehp S+~M e 266 8 AV€ #? Cf3 92008. @ Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: By : Mvr 0 YA 0 Enclosures: ESGIL CORPORATION 5?43 OGA UAA Ovw ODM JURISDICTION: CARIS BAD Date plans received by plan checker: PLAN CHECK NO.: CB (Pp- /9p4Date plan recheck completed: 4//8 By: DA I/ if2 YA 0 PROJECT ADDRESS: 68 A VG n+ 77?&Gs - To: &7, S+O& e, 2ndR A VE up 7RE ss CR 92oop RECHECK PLAN CORRECTION SHEET F'OmRD: PLEASEREAD 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 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: ESGI c 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 check sheet with the revised plans. The following items have not been resolved \ from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. 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 to the plans not resulting from this correction list? Please check. 0 Yes No >- Form No. RFCS.41290 2 Citp of Carlnsbab -- JURISDICTION: CARLSBAD Date /Ah? PROJECT ADDRESS: ?!ob# AVE OF 7'&z ES TO: Ge nc .% 0r.p T,R FA 9m8 20 hR AVG OF ms PLAN CORRECTION SHEET Plan: Check No. 87- /?SZ Date plans received by the jurisdiction Date plans received by plan checker ''// 7 /-7//8 Oate initial plan check completed BY DAV /D y)+ 0 /-+ 7 FOREWORD: PLEASE READ 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. regulations enforced by the Building Inspection Department. based on laws and ordinances enforced by' the Planning Department, Engineering Department or other departments. The plan check is based on You may have other corrections The items circled below need clarification, modification or change. to be satisfied before the plans will be in conformance with the cited codes and regulat>ons. Per See. 303 (c), of the Uniform'Building Code, the approval of the plans does not permit the violation of any state, county or city law. All circled items have A. PLANS A- 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: €S&L @ To facilitate rechecking, please identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet mith the revised plans. 1 I .. ._ . -. ESGIL CORPORATION .- 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 - 1 _~J.~LIC_ANT DATE : /2 27 Is9 eRI= ION .JURISDICTION: c,/ TV OF CARL S &A ,9 UPLAN CHECKER nFILE COPY PLAN CHECK NO: 89- /9S2 SET: .I EUPS 0 DESIGNER PROJECT ADDRESS: 2068 A !I€ OF TREES PROJECT NAME: sFD ADD17-1orJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- 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. The applicant's copy of the check list has been sent to: - ctnfie 10 68 AVE OF WE GS CB q.2004 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff ais advise.applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS : By : \/ID y/s 0 Enclosures: ESGIL CORPORATION /%? OGA OAA Ow ODM JuR I SDICT ION : CAR.kBAD Date I2/a? PROJECT ADDRESS: 2068 AVE OF T&ES TO : Gie yIe Sfone 30 I;& AVE- OF 7RsfS CR CA 92298 PLAN CORRECTION SHEET Plan? Check No. 89- /9SZ Date plans received by the jurisdiction Date plans received by plan checker 9 /‘7//8 Date initial plan check completed /yi 7 BY DAV fD Yj+ 0 FOREWORD: PLEASE READ 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. regulations enforced by the Building Inspection Department. based on laws and ordinances enforced by.the Planning Department, Engineering Department or other departments. The plan check is based on You may have other corrections The items circled below need clarification, modification or change. 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 violation of any state, county or city law. All circled items have hze 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: €56/L @ To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this eheet has been made and return this check sheet with the revised plans. 1 I L A ir Cond 5 ti oning Commercial . Residential Res. or Corn. Dater /a/'? - @ @ I Jurisdiction CARLS M 1) Fire' Sprinklers Total Value Prepared by; VALUATION AND PLAN CHECK FEE PAIIID Ym @ + /p/ 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. @'?-/9*2 BUILDING ADDRESS 2068 AI6 m& APPLICANT/CONTAC T s+o* p PHONE NO. 43q- SSSr, BUILDING OCCUPANCY R-3/M-I DESIGNER PHONE TYPE OF CONSTRUCTION v-N CONTRACTOR PHONE Building Permit Fee 0- Plan Check Fee $ s s-7- ea COMMENTS; SBEET /OF / 12/87 1 S T 2 N .D A 1- -.- i 3 R D ccc HHH EEE ccc do 16 \..- ~ 0 BUILDING PLANCHECK ENGINEERING CHECKLI ST LEGAL REQUIREMENTS ITEM COMPLETE 0 ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property 1 i nes, easements, exi sting 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 1 ines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary ADDroval ComDliance d 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 completed. with the site plan were found: Field Review J 7. No issues raised. 8. Field Review completed. The following issues or discrepancies A. B. C. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. 0. Grading is required to access site, create pad or provide for ultimate street improvement. FRMOOlO . DH L E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedi cat i on Reaui rement s '/ 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropri ate 1 egal description together with an 8Jr" 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 Buildinq Permit. The description of the dedication is as Dedication completed, Date: By : ImDrovement Reauirements 11. No public improvements required. SPECIAL NOTE: Damaqed or defective imDrovements found adjacent to buildinq site must be repaired to the satisfaction of the Citv inspector Drior to occupancv. J2. Pub1 ic improvements required. This project 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 pl ancheck 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: FRM0010. DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By ; Gradina Reauirements 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. 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 Gradinq Permit must be issued and qrading substantially comDlete and found acceotable to the City InsDector Drior to issuance of Buildinq Permits. Grading Inspector sign off. Date: By: J 14. Mi scel 1 aneous Permits J16. 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 foil owing : -0 /I8 Sewer Permit is not required. concurrent with Building Permit issuance. is noted below in the fees section. Industrial Waste Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required The fee required - 4 20. FRMOOlO. DH 21 . Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Appl icantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industri a1 Waste Permit accepted - Date: By: Fees Reaui red f..!f-! 24 . Park- i n- Li eu Fee Quadrant: Fee per Unit: Total Fee: Traffic Impact Fee Fee Per Unit: Total Fee: Bridge and Thoroughfare Fee Fee per Unit: Total Fee: Public Facilities Fee required. Facilities Management Fee Zone: Fee : Sewer Fees Permit No. EDU's Fee : Sewer Lateral required: Fee : FRMOOlO .OH ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: s ,,a1EF iL " F 0ate:'XS &-I TI3 08/29/89 do 0 PLANNING CHECKLIST Plan Check No. K5 Address Jh&p T&5J APN: &&%‘o &f - P1 anner Phone 438- 1161 Type of Project and Use (Name) 5P Zone pc Facilities Management Zone / a Item Complete a Item Incomplete - Needs your action I 1, 2, 3 Number in circle indicates was identified Environmental Review Required: YES NO plancheck number that deficiency TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which requi re action. Condi ti ons of Approval Discretionary Action Required: YES NO x’ TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. - OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which requi re action. Conditions of Approval do 0 Coastal : YES NO ,x DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval on 0. w 00 0 00 0 no 0 no 0 1. 2. 3. 4. Zon i ng : 1. Landscape P1 an Required: YES NO See attached submittal requirements for 1 andscape pl anr site plan: - &s &~&?gu &&hp Provide a fully dimensioned North arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. i' Setbacks: 2. 3. 4. Add i ti onal Front: Requ i red Shown Int. Side: Required Shown Street Side: Requ i red Shown Rear: Requi red Shown Lot coverage: Requ i red Shown Height : Required Shown Parking: Spaces Required Shown Guest Spaces Requ i red Shown conents and remarks have been made on the building plans. These marked-up plans my be picked up at the Building bpartnent.- These marked- up plans wst be resubritted with the revised plans for this project. OK TO ISSUE DATE PLNCK. FRM Mr. & Mrs. Gene Stone 2068 AOTT Carlsbad, CA 92008 Dear Gene & Jackie, The Architectural Committee has reviewed your plans for the remodeling of your townhouse. We found no major problems with the overall design. But, we will not sign off the plans until sone minor problems are resolved. There is a hole on the top of the common wall between 2068 and 2070 that needs repairing. The tiles should run the entire length of that wall and give a completed look to your neighbor from his side of the wall. 2066 reports that every time you turn on your spa it rattles the common wall. They would appreciate this problem being resolved. The exterior color is unacceptable. Please contact us for the correct color. Finally, the lower deck must be removed or submit new plans for its proper construction and enclosure. It has been reported that transients have been sleeping under there. Upon receipt of the cities approval and the corrections of the above mentioned items we will reevaluate your plans for compliance to Buena Woods I1 C,C & R's and R & R's and for final approval. Thank you. Sincerely, Sharon S. Brandt Chairman Architectural Committee President HOA Date1 NEUJAHR AND GORMAN \ CONSULTING STRUCTURAL ENQINEERS ' 180 COOK STREET QITE 305 I ------..-------- .OEC lggO FAX Prajectl 53cNc *- a Please reply No reply required x SHEET Company, ~JAGAER 18 Total m of pages (includes cover) - SE I HEUJAHR -.-.-.%A- . ., . 1.: -.. . _. .. . . .. . .' , .I ... . . . ...-.. .. -.---> AND CORMAN, INC CONSULTING STRUCTURAL ENGINEERS NEUJAHR AH0 GORMAN, IHC CONSULllNO STRUCTURAL ENGINEERS e- a a I. NEUJAHR AND GORMAH, INC CONSULTING STRUCTURAL ENGINEERS c RISA-2D (R) Version 2.00 Neujahr & Gorman, Inc, Consulting Structural Engineers Page : 6 12/04/90 Units Option : US Standard AISC Code Checks : No Shear Deformation: Yes P-Delta Effects : No Redesign : No _---------------*_-----------~-----------------------~--------~------------- Node Boundary Conditions NO X-Coord Y-Coord X-dof Y-daf Rot at ion Temp. 1 0.00 0.00 R R R 0.00 2 2.50 0.00 R R R 0.00 3 13.00 0.00 R H R 0.00 4 15.25 0.00 R R 0.00 5 19.75 0.00 R R 0.00 6 21.00 0.00 R R R 0.00 7 0.00 3.00 1 0.00 8 2.50 3.00 1 0.00 9 13.00 3.00 1 0.00 10 15.25 3.00 1 0.00 I1 19.75 3,OO 1 0.00 12 21.00 3.00 1 OIOO 13 13.00 6.00 1 0.00 14 15.25 6.00 1 0.00 15 19.75 6.00 1 0.00 16 21.00 6.00 1 0.00 17 0.00 7.00 1 0.00 18 2.50 7.00 1 0.00 19 5.75 7.00 1 0.00 20 9.75 7.00 1 0.00 21 13 00 7.00 1 0.00 22 15.25 7.00 1 0.00 23 0.00 9.50 1 0.00 24 2.50 9.50 1 0.00 25 5.75 9.50 1 0.00 26 9.75 9.50 1 27 13.00 9.50 1 0.00 28 15.25 9.50 1 0.00 29 19.75 9.50 1 0.00 30 21.00 9.50 1 0.00 31 2.50 11.00 1 0,00 32 5.75 11.00 1 0.00 33 9.75 11.00 1 0.00 35 15.25 11.00 1 0.00 (in, K/in) ---- ( in, K/in) --- (r, K-f t/r) -I--- (F) - -----I----- ( ft) ------- (fi;) ----- 0.00 34 13.00 11.00 1 0.00 RISA-2D (R) Version 2,OO Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 7 12/04/90 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. 36 13.00 12.00 1 0.00 37 15.25 12.00 z 0.00 38 19.75 12.00 1 0.00 39 21.00 12.00 1 0.00 40 13.00 14.50 1 0.00 41 15.25 14.50 1 0.00 42 19.75 14.50 1 0.00 43 21,oo 14.50 1 0.00 (ft) ----- (in,K/i.n)---- (in,x/in) -e- (r,X-ft/r) ----- (F) - ---------_* ( ft) ------- c-~-~~Y*-~------------------------------------------------------------------ Panel Panel Corners Mat1 Number UL UR LR LL Thickness Set --_--------------*_c______________I_____---------~ (in)---------------------- 1 7 8 2 3. 0.500 PLYWD 2 9 10 4 3 0,500 PLYWD 3 10 11 5 4 0.500 PLYWD 4 11 12 6 5 0,500 PLYWD 5 17 18 8 7 0.500 PLYWD 6 13 14 10 9 0.500 PLYWD 7 14 15 11 10 0.500 PLYWD 8 15 16 12 11 0.500 PLYWD 9 21 22 14 13 0.500 YLYWD 10 23 24 18 17 0. so0 PLYWD 11 24 25 19 ia 0.500 PLYWD 12 25 26 20 19 0.500 PLYWD 13 26 27 21 20 0.500 PLYWD 14 27 28 22 21 0 500 PLYWD 15 29 30 16 15 0.500 PLYWD 16 31 32 25 24 0.500 PLYWD 17 32 33 26 25 0.500 PLYWD 18 33 34 27 26 0.500 PLYWD 19 34 35 28 27 0.500 PLYWD 20 38 39 30 29 0.500 PLYWD 21 36 37 35 34 0.500 PLYWD 22 40 41 37 36 0.500 PLYWD 23 41 42 38 37 0,500 PLYWD 24 42 43 39 3a 0.500 PLY W D RISA-2D (R) Version 2,OO Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 8 12/04/90 Nodal Loads, BLC 1 : LATEFtAL ^---cI-)_*----------____ll*____________L-----------------------------------" Node Number Global X Global Y Moment 23 0.137 0.000 0.000 24 0.315 0.000 0.000 25 0,411 0.000 0.000 26 0,397 0.000 0.000 0.000 27 0.178 0.000 40 0.116 0.000 0.000 41 0,348 0.000 o*ooo 42 0.296 0.000 0.000 43 0.064 0.000 0.000 (K-ft) ---- --------__*c------------ (K)------------------ (K)------------------ RISA-2D (R) Version 2.00 Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 9 12/ 04/9 0 Nod e Global x Global Y Rotation ..................... (in)----------------- (in)---------------.. (rad) ------_-- 1 0.00000 0.00000 0.00000 2 0.00000 -0.00000 0.00000 3 -0.00000 -0,00000 0.00000 4 0 , 00000 -0.00788 0.00000 0,00000 5 0 e 00000 -0 00952 0.00000 6 0.00000 -0.00000 7 O.OO562 0.00207 0.00000 8 0.00589 -0.00499 0.00000 0.00000 9 0 00571 -0.00340 10 0.00580 -0.00786 0.00000 11 0.00370 -0,01152 0.00000 12 0.00397 -0.01393 0.00000 13 0.01353 -0.00580 0.00000 14 0,01278 -0.0092'5 0.00000 15 0.01123 -0.01357 0.00000 16 0.01195 -0.01903 0 00000 17 0.01949 0,00066 0.00000 18 0.02055 -0.00759 0.00000 19 0,02350 -0.01112 0.00000 0.02335 -0.00957 0.00000 20 0.00000 21 0.01860 -0.00715 22 0.01747 -0.01094 0 * 00000 23 0.02737 -0.00043 0.00000 0.02619 -0.00820 0.00000 25 0,02472 -0.01126 0.00000 -0.00907 0 .ooooo 27 0.02359 -0.00855 0.00000 28 0.02408 -0.01384 0.00000 24 26 0.02367 RISA-2D (R) Version 2.00 Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 10 12/04/9 0 Node Global X Global Y Rotation e-c------------------ (in)----------------- (in)-------*-------- (rad) --..------ 29 0.02773 -0.02002 0.00000 30 0.02844 -0.02549 0.00000 31 0.02663 -0.00834 0.00000 32 0.02509 -0.01081 0 00000 33 0.02342 -0.00909 0.00000 34 0.02662 -0.00882 0,00000 35 0,02849 -0.01618 0.00000 36 0.03173 -0,00879 0 * 00000 37 0.03319 -0,01776 0,00000 38 0.03614 -0.02620 0.00000 39 0,03659 -0.02816 0.00000 40 0.04223 -0.01013 0.00000 41 0.04155 -0,01842 0 * 00000 42 0.04106 -0.02733 0.00000 43 0.04124 -0,02984 0.00000 Node Global X Global Y Moment -----^------_--------- (K)------------------ (K)--------------- (K-ft) ------- c- 1 -0, 03487 -0,27735 0,00000 2 -0.28166 1.15579 , 0.00000 3 0*39945 1 , 02037 0.00000 4 -0,28897 0.00000 0.00000 5 -0.63035 0.00000 0.00000 6 -1.42560 3 .e1968 0.00000 Totals -2 * 26200 5.51850 0.00000 Load Combination is 1 : DEAD LOAD + WINO Panel Edge Forces ----------c----*--------------------------------~~~--------------------~---- Panel TOP Right Bottom Left No x Y X Y X Y X Y (K) --- 1 0.32 -0.84 -0.20 0.38 -0.32 . 0.84 0.20 -0.38 2 -0.46 -0.89 -0132 -0.62 0.46 0.89 0.32 0.62 3 1.12 -1.28 -0.71 0.75 -1.12 1.28 0.71 -0.75 4 1.29 -2 34 -1.48 3.09 -1.29 2.34 1.48 -3.09 5 0.32 -0.75 0.33 0.51 -0.32 0.75 -0.33 -0.51 7 1.72 -2.23 -1.24 1.15 -1.72 2.23 1.24 -1.15 a -0.17 -0.96 0.08 -0*42 0.17 ' 0.96 -0.08 0.42 9 1.84 -2.63 -0.62 0.82 -1.84 2.63 0.62 -0.82 ------- (K) c--v.-c- (K) c---c- (K) ------ (K) --c--- (K) -...--c_ (K) ------ (K) ------ 6 0.40 -1.09 -0.72 0.53 -0,40 1.09 0.72 -0.53 RISA-2D (R) Version 2.00 Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 11 12/04/9 0 _----------1--------___l__________lf____-----*~-------~--------------------- Panel TOP Right Bottom Left NO X Y x Y. X Y X Y (K) --c--- (K)--- 10 -0.31 -0.62 -0.23 -0.31 0.31 0.62 0.23 0.31 11 0.29 -0.19 0.33 0.22 -0.29 0.19 -0.33 -0.22 I? 0.78 0.07 -0.23 0.48 -0.78 -0.07 0.23 -0.48 13 1.23 -0.94 -1.43 0.95 -1.23 0.94 1.43 -0.95 14 0.17 -1.45 -0.72 0.19 -0 . 17 1.45 0.72 -0.19 15 0.11 -1.49 0.05 0.30 -0.11 1.49 -0.05 -0.30 16 -0.47 -0.08 -0.46 -0.22 0.47 0.08 0.46 0.22 17 0.53 0.12 -0.32 0.20 -0.53 -0.12 0.32 -0.20 18 0.85 0.11 0.48 0.39 -0.85 -0.11 -0.48 -0.39 19 -0.19 -1.14 0.28 -0.12 0.19 1.14 -0.28 0.12 0.21 -0.11 1,46 0.12 -0021 20 OIll -1.46 -0.12 21 0.72 -0.89 0,36 0.32 -0.72 0.89 -0 * 36 -0.32 22 -0.04 -0.56 0.09 -0.04 0.04 0.56 -0 IO9 0.04 23 0.77 -1.15 0.25 0.43 -0.77 1.15 -0.25 -0.43 24 0.09 -0.51 0.11 0.18 -0.09 0.51 -0.11 -0.18 ------- (K) ---...-e (K) -----4- (K) ------ (K) e----- (K) -..---- (K) ---_-- - a277 ' Fl .... Full F2 .... Qpff F9.. . UnFh Fie ... Fix/ UieH Ctrl-D.. . . Drif! Solution: Ld Conb i RISA-2D (R) Version 2.00 Neujahr 6r Gorman, Inc. consulting Structural Engineers I Page : 1 12/04/90 Load Combination is IL: DEAD LOAD + WIND Nodal Displacements ---------------_c---________________I___--------~-------~------------------- Node Global X Global Y Rotation --------------------- (in)----------------- (in)---------------- (rad) -----_-_- 1 -0.00000 -0.00000 0.00000 2 -0.00000 0.00000 0 L 00000 3 -0,00000 -0.00000 0,00000 4 -0.00000 -0.00782 0,00000 5 0.00000 -0.00210 0.00000 6 -0.00000 -0.00000 0.00000 7 -0.01238 -0,00382 0.00000 8 -0.01072 0.00153 0.00000 9 -0.00381 -0.01166 0.00000 10 -0.00341 -0.00771 0.00000 11 -0.00480 -0.00197 0.00000 12 -0.00478 -0.00012 0.00000 13 -0.O1490 -0.01909 0.00000 14 -0.01275 -0.00892 0.00000 15 -0.00988 -0.00252 0.00000 16 -0.00982 0,00034 0.00000 17 -0.02948 -0.01112 0.00000 18 -0,03037 -0.0074 1 0.00000 19 -0.03288 -0.02005 0.00000 20 -0.02849 -0.02687 0.00000 21 -0.02174 -0.02096 0.00000 22 -0.01921 -0.011020 0.00000 23 -0.03106 -0.01021 0.00000 24 -0 e 02894 -0 * 01009 0.00000 25 -0.02759 -0.02002 0.00000 26 -0,02919 -0.02739 0.00000 27 ‘ -0.03028 -0.02272 0.00000 28 -0.02989 -0.01468 0.00000 0 4 00000 29 -0.02475 -0.00706 30 -0.02444 -0.00056 0.00000 31 -0.02378 -0.01028 0.00000 32 -0.02459 -0.02001 0.00000 33 -0.02881 -0.02665 0.00000 34 -0.03424 -0.02312 0,00000 35 -0.03475 -0.01687 0.00000 36 -0 + 03829 -0.02376 0.00000 37 -0.03832 -0.01831 0.00000 38 -0.03815 -0.00859 0.00000 39 -0.03765 -0.00295 0.00000 40 -0.04587 -0.02532 0.00000 41 -0,04535 -0.01955 0.00000 42 -0.04580 -0.00880 0.00000 43 -0,04607 -0.00510 0.00000 I RISA-2D (R) Version 2.00 Neujahr & Gorman, Inc. Consulting Structural Engineers Page : 2 12/04/90 Node Global X Global Y Moment -_----_1__--_--------- (K)------------------ (K) ---..--------+-- (K-ft) --------- 1 0.73128 2.60344 0.00000 2 0.25726 -0.27506 0.00000 3 1.14213 3 16942 0.00000 4 0.12718 0.00000 0.00000 5 -0 . 00354 0.00000 0.00000 6 0.00769 0.02071 0.00000 Totals 2.26200 5.51850 0 * 00000 Load Combination is 1 : DEAD LOAD + WIND Panel Edge Forces -_--------------------------------------------------------------------------- Panel TOP Ri.ght Bottom Left No X Y X Y X Y x Y (K) --- 1 -0.99 -2.29 -0.18 -1.19 0.99 2.29 0.18 1.19 2 -1.16 -3.05 -1.05 -1 . 55 1.16 3.05 1.05 1.55 0.31 0.07 3 4 -0.00 0.00 0.02 -0.01 0.00 -0.00 -0.02 0.01 5 -0.99 -2.20 -0.66 -1.58 0.99 2.20 0.66 1.58 6 -0.15 -2.04 0.29 -0.20 0.15 2.04 -0 . 29 0.20 7 -1.19 -0.79 0.16 -0.79 1.19 0.79 -0.16 0.79 8 0.06 -0.01 0.06 0.15 -0.06 0.01 -0.06 -0.15 9 -1 13 -2.03 0.41 -0.50 1.13 2.03 -0.41 0.50 10 0.46 -0.50 0.25 0.46 -0.46 0.50 -0.25 -0.46 11 -1.73 -1.36 -0.61 -1.33 1.73 1.36 0.61 1.33 12 -0.06 0.03 0.57 -0.54 0.86 -0.03 -0.57 0.54 13 -0.18 -0.45 1.31 -0.14 0.18 0.45 -1.31 0.14 14 0.19 -1 69 0.49 0.21 -0.19 1.69 -0.49 -0.21 15 -0.15 -0.65 -0.20 -0.41 0.15 0.65 0,20 0.41 16 -0.24 -0.08 0.07 -0.11 0.24 0.08 -0.07 0.12 17 -0.62 0.09 -0.70 -0.23 0.62 -0.09 0.70 0.23 18 0.05 -0.44 -1.04 0.03 -0.05 0.44 1.04 -0.03 19 0.13 -1.40 -0.31 0.09 -0.13 1.40 0.31 -0.09 20 -0.15 -0.61 0.16 -0.29 0.15 0.61 -0.16 0.29 21 -0.68 -1.73 -0.31 -0.30 0.68 1,?3 0.31 0.30 22 -0 * 24 -0.85 -0.10 -0.27 0.24 0.85 0.10 0.27 23 -0.75 -0.97 -0.21 -0.41 0.75 0.97 0.21 0.41 24 0.16 -0.40 -0.09 0.33 -0.16 0.40 0.09 -0.33 *------ (K) -e---- (K) ------ (X) --..--- (K) ------ (K) -*+--- (K) -----+ (K) ------ -0.11 -0.02 -0.31 -0.07 0.11 0.02 c T f ,, ... I ..^ CORMAN, INC CONSUCTlNO STRUCTURAL ENGINEERS _.._. --! .. JOB NO I I is F. 14 NEUJAHR AN0 - GORMAW,INC CONSULTWO STRUCTURAL ENGINEERS &4" NEUJAHR AND CORMAN, INC CONSULTING STRUCTURAL ENGINEERS ELAZ TNE