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Home My WebLink About2300 RISING GLEN WAY; ; CB020815; Permit05-23-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB020815 Building Inspection Request Line (760) 602-2725 Job Address: 2300 RISING GLEN WY CBAD Permit Type: TI Sub Type: COMM :Parcel No: 1670906600 Lot #: 0 Status: Valuation: $27,715.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: RISING GLENN APT/3000 SF REMOD Plan Approved: DEMO STAIR& WAL,INSTALL 2-STAIRWEL& WALS Issued: Inspect Area: :Applicant: Owner: 7860 WILLIAM MOISES RISING GLEN L P 3550 OVERPARK ROAD C/O RV MANAGEMENT CORP SAN DIEGO 3444 CAMINO DEL RIO N #202 92130 SAN DIEGO CA 92108 858-755-4502 ISSUED 03/19/2002 CB 05/16/2002 05/23/2002 05/23/02 0002 01 02 COP 17647 Total Fees: $506.41 Total Payments To Date: $330.24 Balance Due: $176.17 fl!•P__ fl ..!S d'n04 fl •t..4..... 0:..... bUlIUlfl9 rermit Add'l Building Permit Fee 1.01 $0.00 ivieiei OIL Add'l Reel. Water Con. Fee $0.00 Plan Check $150.72 Meter Feb $0.00 ' Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 4 Plan Check Discount $0.00• CFD Payoff Fee $0.00 Strong Motion Fee $5.82 PFF $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $34.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $60.00 Other Building Fee $0.00 MECHANICAL TOTAL $24.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $506.41 Innmrtnr 1' FINAL APROAIAL I ____________ Date: 11/i 2../O 2_- Clearance: I NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. 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 Carlsbad 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 fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any FOR OFFICE USE ONLY PLAN CHECK NOLC?-øIS' EST. VAL. O, Plan Ck. Validated By Date ?—/1"- tPERMIT APPLICATION ME CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 . ~JECT ;0 C/ Name I W Address City - State/Zip '-'releph6ne # (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 Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Ary violaAon of Sçction 701.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1S5001). 1. .J i I - - I - • "T - Name Address City State/Zip Telephone ft State License # 7':3 7 I C License Class City Business License # e41 ' c - I 7-c CAd12l .1 Designer Name Address City State/Zip 11 Telephone State License # jj Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - - 0-11 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation ins ance carrier nd licy numb r are: Insurance Company A 1 i.'co. / f Policy No.cI 1< .c O2(c4? 15 Expiration Date 2— 5 63 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any parson in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Fail re to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand do ar IS1OO.On cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. I heieby at irm t t I am exempt from the Contractor's License Law for the following reason: I, as o of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: - I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone numbir / type of work): PROPERTY OWNER SIGNATURE DATE TLT * _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BEISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICt 18!-:.COR1 TDI I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ APPLIcLCEJFICAIJL2 -'-- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit, of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. - EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is no me ed within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cirlmenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE .ki - . DATI_JAIdhJJA, 4' 'Q7Z.-" WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 11/12/2002 Permit# CB020815 Inspector Assignment: PY Title: RISING GLENN APT/3000 SF REMOD Description: DEMO STAIR& WAL,INSTALL 2-STAIRWEL& WALS Type: TI Sub Type: COMM Phone: 8582041984 Job Address: 2300 RISING GLEN WY Suite: Lot 0 Location: APPLICANT WILLIAM MOISES Owner: RISING GLEN L P Remarks: SAIDHEHASFREilGNiOEF Inspector: Total Time: Requested By: PETER Entered By: CHRISTINE CD Description Act Comments 19 Final Structural A f____________________________________________ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs CV020072 CLOSED BALLOONS TIED TO SIGN ON CVD; InsDection History Date Description Act lnsp Comments 10/31/2002 89 Final Combo CO PY 10/29/2002 89 Final Combo NR PY NO ACCESS 08/30/2002 17 Interior Lath/Drywall AP PY 08/19/2002 24 Rough/Topout AP PY 08/12/2002 14 Frame/Steel/Bolting/Welding AP PY 08/12/2002 24 Rough/Topout NR PY 08/12/2002 34 Rough Electric AP PY 08/12/2002 44 Rough/Ducts/Dampers AP PY 07/24/2002 13 Shear Panels/HD's PA PY SHEAR WALL ONE SIDE 07/24/2002 14 Frame/Steel/Bolting/Welding PA PY 06/13/2002 11 Ftg/Foundation/Piers CA PY 06/12/2002 11 Ftg/Foundation/Piers AP PY PORT ER.STRUCTURAL IISPECTIONS 9RegIsferedSpeda!fnspector" 136..Do ns..S reel;. Oceanside,:.0 :.92D54. phone/Fax (-76O-.754-2729, Cell:. -(-76W7.-19-1008 SPECIAL INSPECTION REPORT PROJEC1SGAII1ëht REPORT DATE: 06-24-02 -ADDRESS:123OORniWá? Carlsbad, CA ARCHITECT: * .•-ENG1NEER CONTRACT-OR: JTB Restorations PERMIT NUMBER...CB020815 Material Deseriptiow ypeGFade- Source)- 5WAW-Thread Simpson-Eoxy ICBO #5279 Inspection Date: June 24, 2002 Performed: Epoxy Anchors Inspection tP Location and extent of work .._as-foIIo. Inspected8 drilled -ho1es-(3/4"-x-6)-and 46-at-(3I4"-5") for 5/8" all thread. Holes were brushed and blown clean prior to installation. WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Inspection performed by: Phil Porter Signature of Special Inspector Certification #55188 City/San Diego #618 Cc: JTB Restorations cliy ofCartsbad File - - I **.. -.,. . ........'I City of Carlsbad - Final Building Inspection Dept: Building Engineering Planning CMWD St Li t~ Fire Plan Check #: ati 10/29/2002 Permit #: CB020815 Permit Type: TI Project Name: RISING GLENN APT/3000 SF REMOD Sub Type: COMM DEMO STAIR& WAL,INSTALL 2-STAIRWEL& WALS Address: 2300 RISING GLEN WY Lot: 0 Contact Person: BRANDON Phone: Sewer Dist: CA Water Dist: CA Inspected .' A' // Date 5/ Ot_— Approved: Disapproved: By: C.-' Inspected: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved Disapproved: Comments: EsGil Corporation In Partnership with government for Bui&(ing Safety DATE: 5/14/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-815 PROJECT ADDRESS: 2300 Rising Glen Way SET: II O 6RPELLCANT O URIS. U PLAN REVIEWER 0 FILE PROJECT NAME: Rising Glen Apartments Recreation! Office Remodel LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Eli The applicant's copy of the check list has been sent to: 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: Bill Moises Telephone #: In Person Date contacted: 5/14/02 (by: CM) Fax #: Mail Telephone Fax In Person REMARKS: City to approve disable 41 s ardship for access by elevator and city to field verify compliance with curren&,43an ards for the existing disabled access facilities. By: Chuck Mendenhall Enclosures: Esgil Corporation [:1 GA C] MB DEJ [I PC walk in trnsmtl.dot EsGil Corporation 2n Partnership with government for Building Safety DATE: 3/28/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-81.5 PROJECT ADDRESS: 2300 Rising Glen Way SET: I. U CANT O JUR U PLAN REVIEWER O FILE PROJECT NAME: Rising Glen Apartments Recreaction/Office Remodel 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. 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. 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 sent to: Scott Dale or WiIliam-Mise 3444 Camino del Rio N. San Diego, CA 92108 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: Scott Dale (A5SSmT) Telephone #: (619) 285-5500 Date contacted: '-I )i /02 (by: - ) Fax #: (619) 285-5566- 55.9 Mail --,-Telephone - Fax - In Person LI REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation El GA 0MB DEJ E] PC 3/21/02 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-815 3/28/02 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 02-815 JURISDICTION: Carlsbad OCCUPANCY: B USE: Office & Rec Bldg TYPE OF CONSTRUCTION: VN ACTUAL AREA: 2732 ALLOWABLE FLOOR AREA: STORIES: two HEIGHT: SPRINKLERS?: no OCCUPANT LOAD: 44 DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 3/21/02 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall - COMPLETED: 3/28/02 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 access for the disabled. 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, Fire Department or-other departments. Clearance from those departments may be required prior to the issuance of 'a building permit. Code sections cited are based on the 1997 UBC. The following items listed 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 02-815 3/28/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. Note on the plans that this project is no subject to State energy compliance. There will be no change to the building energy envelope, HVAC system or the lighting. Specify lever-type hardware for passage doors on floors accessible to the disabled. Title 24. The wall between the storage and maintenance at the lower level appears to be a bearing wall supporting the existing FJ's and the new headers. The foundation plan does not show a footing beneath this wall. Please clarify. DEPARTMENT OF STATE ARCHITECT TITLE 24 DISABLED ACCESS REQUIREMENTS REMODELS, ADDITIONS AND REPAIRS 6. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to Carlsbad 02-815 3/28/02 comply with all of the requirements for new buildings, per Section 113413.2. These requirements apply as follows: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. The remodel of this building requires that the existing rest rooms comply with the current disabled access standards and access via ramp or elevator is required between the exercise room on the lower level and the rest rooms I Game Rm I kitchen and office on the upper level. 7. Show the location of the disabled accessible parking and the path of travel from the parking to the remodeled building. 8. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-7 the minimum number of spaces is: a) I for each 25 spaces up to 100 total spaces. 9. Show that accessible parking spaces comply with Section 1 129B.4.1 as follows: Single spaces shall be 14'0" wide and outlined to provide a 9'0" 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 230" area with a 5"0" loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. 10. At least-one in every 8 accessible parking spaces shall be served by an access aisle ~t96" in width and designated as VAN ACCESSIBLE, per Section 1129B.4.2. CURB RAMPS 11. Show curb ramps shall be constructed where a pedestrian way crosses a curb per Section 1127B.5.1. 12. Plans shall show that curb ramps are ~48" wide with a slope of :91:12 (8.33%), per Sections 112713.5.2 and 1127B.5.3. The lower end of each curb ramp shall have a 1/21 lip beveled 450, per Section 1127B.5.5. 13. Show that the landing at the top of the curb shall be level and ~48" depth for the entire width of the curb ramp. Section 1127B.5.4. 14. The slope of the fanned or flared sides of curb ramps shall not exceed :91:10, per Section 1127B.5.4. 0 DOORS Carlsbad 02-815 3/28/02 15. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 33B.2.5. 1: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~:30" but :!944" above floor. STAIRWAYS AND HANDRAILS 16. Show that handrails extend a ~12" beyond top nosing, and ~12"-plus-tread-width beyond the bottom nosing, per Section 1133B.4.2.2. 17. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: At least 2" wide (but not more than 4" wide). Placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. . ELEVATORS and RAMPS 18. Provide elevator or ramp access between the two levels. SANITARY FACILITIES 19. Show that passageways leading to sanitary facilities have required clear access widths, per Section 111 5B.4. Show that all doorways have: a) ~32" clear opening. 20. Note that the doorways leading to sanitary facilities shall be identified, per Section 111513.5, as follows: An equilateral triangle 1/i' thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle 1h" thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.9. . SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 111 5B.7.2. The space is required to be: Carlsbad 02-815 3/28/02 22.. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 111 513.7.2. The space is required to be: ~:60" diameter. A T-shaped space as shown in Figure II B-I 2(a) and (b). Doors are not permitted to encroach into this space by more than 12 inches. 23. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: The seat is to be ~17" but _,~I9" in height. The controls for flush valves shall be: Mounted on the side of the toilet area. Be :944" above the floor. 24. Show that accessible lavatories comply with the following, per Sections 111513.9. 1 and California Plumbing Code: ~!30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. When lavatories .are adjacent to a side wall or partition, there shall be a minimum of 18" to the centerline of the fixture to the-wall. The counter top is ~34" maximum above the floor. 25. Show that grab bars comply with the following, per Section III 5B.8: Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". The diameter, or width, of the grab bar gripping surface is ~!I%" but _~I%", or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be I 1/211 Be designed to support 250#. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 02-815 3/28/02 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-815 -- - PREPARED BY: Chuck .Mendenhall DATE: 3/28/02 BUILDING ADDRESS: 2300 Rising Glen Way BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Remodel TI 2372 City Est 90,000 Air Conditioning Fire Sprinklers TOTAL VALUE 901000 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance v $499.061 Plan Check Fee by Ordinance I I $324.39 Type of Review: Complete Review o Structural Only 0 0 Repetitive Fee Other i Repeats Hourly Hour * Esgil Plan Review Fee I $279.47 Comments: Sheet I of I macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER Cl o/9I DATE 3/ ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$100000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER Z 7 DATE ENGINEER./1I DATE DacslMlsormsIPlanning Engineering Approvals Carlsbad Fire Department 020815 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category.- IBUildiflgTPlafl5 Date of Report: 04/09/2002 Reviewed by: Name: R. & V. Management Address: 3444 Camino del Rio N. Suite 202 City, State: San Diego CA 92108 J &a-)? /- Plan Checker: Job #: 020815 Job Name: Rising Glen Apts. Bldg #: CB020815 Job Address: 2300 Rising Glen Way Ste. or Bldg. No. z Approved The item you have submitted for review has been approved. The approval is based on plans, information and I 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. U Approved The item you have, submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in 'your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. U Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. Review 1st 2nd __________ 3rd Other Agency ID FD Job # 020815 FD File # City of Carlsbad Tfl r.Ii.i D1J.I1&S.iIIIU APPLICATION FOR UNREASONABLE HARDSIIIP EXCEPTION TO STATE OF CALIFORNIA DISABLED ACCESS REQUIREMENTS (EXISTING BUILDINGS; CHAPTER 31, DIVISION III, Sec. 3112A.(a) ex. 1.) When existing buildings are remodeled and, when the valuation of the modifications is less than approximately 93,000 dollars, the California State Building Code allows relief from some accessibility requirements when the cost of compliance with those regulations is disproportionate. Disproportionate cost is defined as when the cost of all compliance requirements except mandatory measures exceeds 20% of the cost of the project. Where the cost of alterations necessary to fully comply is disproportionate, access shall be provided to the extent that it can without incurring disproportionate costs. In other words, accessible elements must be provided or upgraded to a• maximum cost of 20% of the project valuation. Priority for providing access should be given in the following order: An accessible entrance, An accessible route to the altered area, At least one accessible restroom for each sex, Accessible telephones, Accessible drinking fountains, and When possible, additional accessible elements such as parking storage and alarms. NOTE: SEE CHAPTER 31, DIVISION III, CALIFORNIA BUILDING CODE FOR MANDATORY REQUIREMENTS AND THE COMPLETE TEXT OF THE REGULATIONS FOR ACCESS COMPLIANCE IN EXISTING BUILDINGS. ****************************************************************************** DOCUMENTATION OF UNREASONABLE HARDSHIP: PLEASE PRINT Project Address: 220 2ZL IN (.e...t 1V'n Check #: Proposed Use: cPtAiUP £4C{ALL Owner: 't2 L - Telephone: (p 1' - Applicant: Telephone: Telephone: of Signature: Rev 3-20-01 1635 Faraday Avenue • Carlsbad, CA 92008-7314. (760) 602-2700 • FAX (760) 602-8560 rm Please print Name 1!.. WORKSHEET FOR DISPORPORTIONATE COSTS 1 .PROJECT VALUATION '7/7/c7 2.VALUATION OF OTHER AREAS WITH SAME PATH OF TRAVEL (Total valuation dating back to January 26, 1992) 3.TOTALOF LINE 1 &2 IF LINE 3 EXCEEDS THRESHOLD AMOUNT ($93,132 FULL COMPLIANCE IS REQUIRED IF LINE THREE IS LESS THAN THRESHOLD AMOUNT, COMPLETE WORKSHEET. 1.ESTIMATED COST OF UPGRADING ENTIRE PATH OF TRAVEL 5.PROPORTIONATE COMPLIANCE COST f Z' (Divide line 4 by line 3) 6.ENTER TWENTY PERCENT OF PROJECT VALUATION , a9 7.MINIMUM COMPLIANCE COST OBLIGATION (Lesser of lines 5&6) INDICATE BELOW HOW COST OF COMPLIANCE OBLIGATION WILL BE SPENT ITEM ESTIMATED COST SIGNATURE OF APPROVING AUTHORITY: TITLE: ( L PLEASE ATTACH THIS DOCUMENT TO THE APPROVED PLANS FOR THE USE OF THE BUILDING INSPECTOR AND THE CONTRACTOR. THANK YOU Rev 3-20-01 STRUCTURAL TECHNOLOGY CONSULTANTS INCORPORATED Calculations for Rising Glen Apartments Carlsbad, CA 99052.1 -R 651 Arroyo Drive • San Diego, California 92103-6401 * Li (619) 296-2096 • (800) 681-8106 • FAX (619) 296-2196 9 www.stcsd.com • e-mail: strtech@stcsd.com -I Structural Technology Consultants Inc. 651 Arroyo Dñve,San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 .'FAX (619) 296-2196 PROJECT:• ,Q,s1i41a ik, 8A,c.4- SHEET I OF PROJ NO '?OLf DESIGNER DATE O/24/O/ 'Ala ff97 t1c. E, •c> 4 • LOC477OftI. 4/), CcM$ 2. mwflfc- IL bXiO ie —wt (H t2øfr1 2 is (11,4h IiL' ,k7S 9/Zk61 S cS 1 CT r,ij 2 OoF4r 2 .D4YS WJit) 5(A e6 t - -- (S7 ?SF - 2.o "2 c' -. 30'- PSF 30- 40' - 2 (Ar Sctul Technology Consultantsinc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 .FAX(619)296-2196 R(j,C? G€t PROJECT: SHEET 2- OF PROJ. NO. ?70-CZ ,I • DESIGNER: 7G DATE: 71 -c41). • - DL •. c.o P4 FQT-1.0 P4r- ti Y/0004 1.SP4-F .2.< ?,4A94 - 2.c misc. Ps.z: k? 70 2x . ,e4,c1E LcrA4'c& 4(IA ,Of • /Gbf Lit l.b44) /6 IO&F P" 1)1tLS C-'fPcA/ 0711 3t4 f,5 2'7LibS /)(f.iSCS (•. Si 7.o I71-'2OFZ. .sr'L4cc0 2S7Ui5 /0 PSt . V. rn 1c, (7cPr- L , Structural Technology Consultants Inc. 651 eJToyo Dnve,San Diego, CA 92103 (619) 296-2096 S (800) 681-8106 . FAX (61 9) 296-2196 g,s(iG- O.Ef PROJECT: cA..SM.,,c4.SHEET 01: PROJ. NO. 910Q. / DESIGNER: DATE: 10116 /o/ PL)eoJ 2,& iei 0 4-tc.re.E44. 4 )wI;ci hO 2 tOpo ',... / iJfiT L- t A ft.) ccc' £. . . . .4') (-041) (óO/ 4aP iOPF V H4ti?- Die - / &o) 142 c I j ,144 {)((3) e2= 6) 4 10 .I7( L3 Structural Technology Consultants-16c. 651 Arroyo Drive,San Diego, CA 92103 (619) 296-2096 • (800)681-8106 • FAX (619) 296-2196 PROJECT: ''G• __ SHEET 4' OF PROJ. NO. iO$2. ( DESIGNER: DATE: jol(alol ve 12—) (? 237 06 L - (0 LJ1 IL3 Structural Technology Consultants Inc 651 AEróyoD I. nve,:SanDiego, CA92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 [ PROJECT: Ci- SHEET OF PkdJ. NO. 590.CZ,( DESIGNER: DATE: /0/ (?// 92 70 vil42 14,o e-;D oc (2,- 2x 1.?,) 9.0 )/ o --1 h1,t , - W(') Li..0' (17 pL1__ 7c . /4S Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 PROJECT: 1CA4LLJ2.40, 4- SHEET OF PROJ. NO. 0S21 / DESIGNER: DATE: /6,/i 7/0/ /1?;?/? 3 • L o ti (2; -'c j, 07 (.c71 e C.) . 4ic L - se p .t- ((ç12) UL " ) e~) -z >- ? Z- STRUCTURAL TECHNOLOGY Title: RISING GLEN Jób# 99052.ID CONSULTANTS INCORPORATED SAN DIEGO, CA Dsgnr: JSG Description: FOOTING Date: 8:06AM, 18 OCT 01 7 / - phone 619-296-2096 Scope: DESIGN fax 619-296-2196 I Rer. 510300 I Square Footing Design L4 -- -- ec1ggos,*c.ewiaaons Description POST FOOTING -- I General Information Calculations are designed to ACI 31845 and 1997 UBC Requirements Dead Load 0.610k - Footing Dimension 2.000 ft Live Load 1.320 k Thickness 12.00 in Short Term Load - 0.000k # of Bars 4 Seismic Zone 4 BarSize 4 Overburden Weight 73.000 psf Rebar Cover 3.250 Concrete Weight 145.00 p: - f'c 2,500.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.000 - Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used - 8.500 in As to USE per foot of Width 0.143 in2 200IFy 0.0050 Total As Req'd 0.286 in2 As Req'd by Analysis 0.0000 in2 Min Allow % Reinf 0.0014 Mm. Reinf % to Req'd 0.0014 % Footing OK 2.00ft square x 12.Oin thick with 4- #4 bars Max. Static Soil Pressure 700.50 psf Vu : Actual One-Way 0:00 psi Allow Static Soil Pressure 1,000.00 psf Vn*Phi : Allow One-Way 85.00 psi Max. Short Term Soil Pressure 700.50 psf Vu: Actual Two-War Allow Short Term Soil Pressure 1,000.00 psf VnPhi : Allow Two-Way Alternate Rebar Selections... Mu :Actual 0.24 k-ft 2 #4's 1 #5's Mn * Phi: Capacity 9.82 k-ft #8's 4.06 psi 170.00 psi 1 #6's 1 #9's 1. #10's CONSULTANTS INCORPORATED Dsgnr: JSG SAN DIEGO, CA Description: COLUMN STRUCTURAL TECHNOLOGY Title: RISING GLEN phone 619-296-2096 Scope: DESIGN fax 619-296-2196 LPay: 510300 tw000s. vw00.wuin Timber Column Design J!! EMECALC Description POST Job# 99052.IC Date: 7:42AM, 18 OCT 01 f2 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section ((j! Total Column Height 8.00 ft Le XX for Axial 0.00 ft Rectangular Column Load Duration Factor 1.00 i.e VY for Axial 0.00 ft Column Depth 750 in Fc 1,150.00 psi Lu XX for Bending 0.00 It Width 7.50 in Fb 1,500.00 psi Sawn E - Elastic Modulus 1,600 ksi Douglas Fir - Larch, Select structu Loads Dead Load Live Load Short Term Load Axial Load 614.50 lbs 1,323.00 lbs 0.00 lbs Eccentricity 0.000 in Column OK Using : 8x8, Width= 7.50in, Depth= 7.50in, Total Column Ht 8.00ft DL+LL DL+LL+ST DL+ST fc: Compression 34.44 psi 34.44 psi 10.92 psi Fc : Allowable . 1,150.00 psi 1,150.00 psi - 1,150.00 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx : Allowable 1,500.00 psi 1,500.00 psi 1,500.00 psi Interaction Value 0.0300 0.0300 0.0095 LStress Details -- -- ................................ - Fc:X-X 1,150.00 psi Max kLuId 50.00 Fc : Y-Y 1,150.00 psi Actual k*Lu/d 25.03 F'c : Allowable 1,150.00 psi Mm. Allow kLu /d 11.00 F'c:Allow Load Dur Factor 1,150.00 psi Cf:Bending 1.000 F'bx 1,500.00 psi Rb: (Led I b*2) A•5 1.000 Fbx * Load Duration Factor 1,500.00 psi Ct: Axial 1.000 Axial X-X k Lu /d 0.00 Axial Y-YkLu/d 0.00 Structural Technology Consultants Inc.r 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096(800) 681,8106 • FAX (619) 296-2196 - -i-+±--- - - - - PROJECT SHEET 9 OF 22 - PROJ NO / DESIGNER DATE • - __j.• - - - - - - Cow p,J (flr AV :ai11 ________ - -. • - -171 - , •-- 7: 7 1I & • Z FF j, (I CONSULTANTS INCORPORATED Dsgnr: JSG Description: HEADERS STRUCTURAL TECHNOLOGY Title: RISING GLEN SAN DIEGO, CA phone 619-296-2096 Scope: DESIGN fax 619-296-2196 Job # 99052.1 Date: 3:2213M, 170CT01 /2g 22-,n-1g99, Wn Timber Beam & Joist Description HEADERS DESIGN , ç I Timber Member information -- Calculations are designed to 1997 NDS and 1997 UBC Requirements HDR-I - HDR-2 HDR-3 HDR-4 Timber Section 4x12 4x12 4x12 4x12 Beam Width in 3.500 3.500 3.500 3.500 Beam Depth in 11.250 11.250 11.250 11.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade Douglas Ar - Earth, Douglas Ar - Larch, Douglas Fir - Lard,, Douglas Fir - Larch, Fb - Basic Allow psi 1,350.0 1,350.0 1,350.0 1,350.0 Fv - Basic Allow psi 85.0 85.0 85.0 85.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,600.0 Load Duration Factor 1.000 1.000 1.000 1.000 Member Type Sawn Sawn Sawn Sawn Repetitive Status No No No No Lcenter Span Data Span "" ft 3.50 3.50 3.50 22flflflgnflflflflmwn- 3.50 Dead Load #Ift 175.00 83.00 50.00 66.00 Live Load #Ift 276.00 430.00 237.00 560.00 I Results - ------------ Ratio = 0.1670 0.1899 0.1062 0.2317 Mmax @ Center in-k 8.29 9.43 5.27 11.50 @ X = ft 1.75 1.75 1.75 1.75 fb : Actual psi 112.2 127.7 71.4 155.8 Fb : Allowable psi 1,485.0 1,485.0 1,485.0 1,485.0 Bending OK Banding OK Banding OK Bending OK fv: Actual psi 14.2 16.1 9.0 19.7 Fv: Allowable psi 85.0 85.0 85.0 85.0 Shear OK Shear OK Shear OK Shear OK I Reactions Left End DL lbs 30625 145.25 87.50 115.5 LL lbs 483.00 752.50 414.75 980.00 Max. DL+LL lbs 769.25 897.75 502.25 1,095.50 Right End DL lbs 306.25 145.25 87.50 115.50 LL lbs 483.00 752.50 414.75 980.00 Max. DL+LL lbs 789.25 897.75 502.25 1,095.50 I Deflections Center DL Dell in -0.001 -0.000 -0.000 -0.000 LJDefI Ratio 47,231.5 99,584.6 165,310.4 125,235.2 Center LL Dell in -0001 '.0.002 -0.001 -0.003 UDefl Ratio 29,947.5 19,222.1 34,875.6 14,759.9 Center Total Dell in -0.002 - -0.003 -0.001 -0.003 Location it 1.750 1.750 1.750 1.750 1/Dell Ratio 18,327.1 16,112.1 28,799.7 13,203.7 - STRUCTURAL TECHNOLOGY CONSULTANTS INCORPORATED SAN DIEGO, CA phone 619-296-2096 fax 619-296-2196 Title: RISING GLEN Dsgnr: JSG Description: bEAMS Scope: DESIGN Job # 99052.1 Date: 8:50AM, 18 OCT 01 Timber Beam & Joist (c) i959 E)IEN.0 Description BEAMS. Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements BM-I. BM-2 BM-3 BM-4 Timber Section. 4x12 3-2x12 2-2x12 4x12 Beam Width in 3.500 4.500 3.000 3.500 Beam Depth in 11.250 11.250 11.250 11.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade Douglas Hr - Larch, Douglas Ar - LarCh, Douglas Hr - Larch, Douglas Ar - Larch, Fb - Basic Allow psi 1,350.0 1,350.0 1,350.0 1,350.0 Fv - Basic Allow psi 85.0 85.0 85.0 85.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,600.0 Load Duration Factor 1.000 1.000 1.000 1.000 Member Type Sawn Sawn Sawn Sawn Repetitive Status No No No No center Span Data Span ft 14.70 14.00 8.00 6.00 Dead Load SIft 70.00 60.00 60.00 300.00 Live load #Ift 180.00 160.00 160.00 392.00 Dead Load - #Ift Live Load SIft -23.00 -23.00 Start ft 9.000 End ft 14.000 5.000 Point #1 DL lbs 145.00 88.00 IL lbs 753.00 415.00 ft 9.000 5.000 [Results Ratio = 0.7391 0.6552 0.4990 0.6401 Mmax @ Center In-k 81.03 92.35 29.82 ,- 37.37 @ X = ft 7.35 8.34 4.99 3.00 fb : Actual psi - 1,097.6 972.9 471.3 506.1 Fb : Allowable psi 1,485.0 1,485.0 1,350.0 1,485.0 Bending OK Banding OK Bending OK Bending OK fv : Actual psi 61.6 54.7 42.4 54.4 Fv : Allowable psi 85.0 85.0 85.0 85.0 Shear OK Shear OK Shear OK Shear OK I Reactions Left End DL lbs 514.50 471.79 273.00 900.00 IL lbs 1,323.00 1,368.39 716.56 1,176.00 Max. DL+LL lbs 1,837.50 1,840.18 989.56 2,076.00 Right End DI lbs 514.50 513.21 295.00 900.00 IL lbs 1,323.00 1,509.61 863.44 1,176.00 Max. DL+LL lbs 1,837.50 2,022.82 1,158.44 2,076.00 I Deflections ....------ ---------- Center DL Dell in -0.111 -0.076 -0.012 -0.013 lJDefI Ratio 1,593.8 2,221.1 7,795.0 5,468.9 Center LL Dell in -0.285 -0.233 -0.036 -0.017 UDefi Ratio 619.8 721.2 2,695.2 4,185.4 Center Total Dell in -0.395 -0.309 -0.048 -0.030 Location ft 7.350 7.168 4.096 - 3.000 UDefl Ratio 446.3 544.4 2,002.8 2,370.9 — r T SEC 1086 ''' - 1106 tC GO FCREST DWR c RRWALL sr r HILLS 8 WE TER ST CALIFM]l t; Z 91Rr In S,7, FIRE laINTAIN VIL AGE 2900 PARK GLAS ST . L E0019T 1%01 KENWYN yiy BASEL ST '' r .RI 4.- 2800 rn z 43Q 28 P 2 NO P Doc CT RnqAS LA ?a v f' /i INO 4 DR :: N ivy LWNiRY ç.cA o" EL (4,3. 0 I HIRE P 1800 RD I 'J1STA "cw WY r jvX CAMNI IRY j — 2' 6 7 , NOR PACIFIC ' 1100 EL C4KIA0 ' CLU8 4 33 2 COAST i. K0R771 - - - - - - Oo a 10 - PLAZA FRWY C - - WED 6A VI 3TA RLSBAO AZA WY . 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DESIGNER 7i¼ DATE 5A ,o ô' 40'-O ---- •1' U Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 PROJECT: Qti U0, GL,2I SHEET OF PROJ. NO. ??O S. I DESIGNER: DATE: 5;7x Li94 r&TA1)' ,4/eE44 L V7S /31 -75- 2- (o (o... O2 j Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 .:(600) 681-8106 • FAX(619)296-2196 - - : PROJECT: SHEET OF ZZ PROJ NO / DESIGNER X4DATE -- .b'eCe 1t)4 1€*: ritb (9 o4) (4 b - 0) a 72c nF - 57 F 7 o) (17 ) q 7 Aop1J.,(f5b2.)(fs 0 y r4 /€e,v 1ILI/E4.. It) (F) 4), IL)LI L) 3 s2t Structural Technology Consultants Inc. 651 An'oyo Drive, San Diego, CA 92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 - - - PROJECT: SHEET o 2$ PROJ 110 4Y' (2/ DESIGNER DATE i4L- b1$iC1c-/ ox Olt 3JO.2,3,) 1. - liz 02(i . 3\D q 3,,c' 4?',D ?(' tig' r 570 Z. - .• ~7~ p 1 Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681.8106. FAX (619)2W21 98 PROJECT: 1/& ", c'-3'''7-4SHEET J OF •.2 PROJ. NO. DESIGNER: • DATE: (i/o /i £ ,4T4 L AKf 4LY---N '1".S 4W0 r Alre s,/c .•. . ••.. (o, 'T'' (uvir- 7mp1.a&) (9Z r, 7r) ô Ito- 397~/9r-t f27I.7i:# "j - Sfructuml Technology Consultant Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681106 • FAX (619) 292196 SHEET tq OF PROJ. NO. 11052,/ DESIGNER: /14 DATE: w= 7,J7'17,r,g i 41 0çjç th . e 5-d P/x 3Aer Pc#-Pted' CloenftorLl ør &x N1'Is c ' , 1c f•.., Lie c14jii 7/7q('1/)—%')j I-/se IID/5 -to 7i/ .1ôc CrOSS dJe. 7171; - []] WoodWorks® Connections 2000 SOFTWARE FOR WOOD DESIGN / I 9905 uWenth.cost Conn.ctons 97 Nov. V. 2001 102538 One Steel Side Plate Bolted in Splice Joint To Main Member Connection - Data: Main: -Lumber-soft D.Fir-L No.2 dry seasoned 2.5 x 3.5" (3 x 4") Side Plate: ASTM A36 Grade A Steel 0.25 x 3" Length of member overlap is 59.5". Temperature (T) : T <= 100 deg F Loads: Along main member: 7179 lbs ten minutes duration in tension. Connector Design: Fasteners: Bolt Diameter: 5/8" 1 rows of 10 bolts = 10 bolts Bolt spacing in row:. 6" Design Results: - Load: P = 7179 lbs Connection Capacity: Z' = 10243 lbs Tension Capacity Net Area Tr = 9703 lbs Note: Steel design checks NOT included in design. Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use LII I Wood Works® Connections 2000 SOFTWARE FOR WOOD DESIGN I So52fulllengtKcon Connections 87 Nov. V, 2001 10:26:26 1.12" 4.38" o 0 0 •0 o 0 .0 0 0 0.63" 59.5" F11 Woodworks® Connections 2000 SOFTWARE FOR WOOD DESIGN 1 99052.con ConnectIons 97 Nov. 21, 2001 10:22:19 One Steel Side Plate Boltd in Splice Joint To Main Member Connection Data: Main: Lumber-soft D.Fir-L No.2 dry seasoned 1.5 x 3.5" (2 x 4") Side Plate: ASTM A36 Grade A Steel 0.25 x 3" Length of member overlap is 11.50. L Temperature (T) : T <= 100 deg F Loads: Along main member: 1435 lbs ten minutes duration in tension. Connector Design: Fasteners: Bolt Diameter: 5/8" 1 rows of 2 bolts = 2 bolts Bolt spacing in row: 6" Design Results: Load: P = 1435 lbs Connection Capacity: Z' = 2087 lbs Tension Capacity Net Area Tr = 5822 lbs Note: Steel design checks NOT included in design. Suggested Design Only, Designer Must Ensure that the Design is Appropriate for Intended Use [I I Wood Works® Connections 2000 SOFTWARE FOR WOOD DESIGN 1 " 99052.con Connections 97 Nov. V, 2001 1021:40 1.12" - 6" 4.38" F _ _ -LJ H :lUL I 0.63" 11.5" a / I, . . C . . . r,i IE Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 PROJECT: Is SHEET 2?4 OF 2IQ PROJ. NO. 11o2. 1 DESIGNER: ,7? TA DATE: / 94 Y sF, - T 60 )( gt e 2 E 4.•: 1' ole- CBP IZ oc, i#12 6'- k- lompid ev.- E4ie 11-e r,i, Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 • FAX (619) 296.2196 PROJECT: 5 Ieai. SHEET 2. OF PROJ. NO. 11,05" ;Z I DESIGNER: fflJ4 DATE: 2 f&s4e- rez )?le.'i bee 1F @ 3"% AL ~1 2 /0 '/O -" II11l•7. (g) ' SAet,.- Papte EM '-.o Ds3L74RL I'e Stduqf - po1eI 3oi¼ '~Qes, c2 4 s-a,w9 1 -.--- ( /e4'- Jr-,is-1-e ?7 tPI4e(JOI4-i-1 i.jAre.. C c e-4f5, 2tJ*J1F,. Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 • FAX (619) 296-2196 PROJECT: IQI5 SHEET 210 OF PROJ. NO. 7qO52. / DESIGNER: 1134 DATE: )ljo V 2-2x -7 ,ejece ~*CJJ (ifl;1,n4,v, L33Yq_ - L TThreJJ Q04 §O*Y'- -fa— C1LI (M s(E) :ci4L1. 7 / I rl r I Sr I MI-u ge/so 4Zc8o F. 3 ae ) ? TbL G Bec-se. 0. / I :4 ••' IS NE7 PROJECT: PROJ. NO. qq0zi Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800)681-8106. FAX (619) 296-2196 SHEET 227 OF DESIGNER: iny4 DATE: e. X9 13ococn 4.1f, P'05--t iitD I3 ;-i-Jk) per : reô,n,siedciY, w-h J/' fliJed ed, 64 ) -o Ciij J2-. I / '1)'[,i Tt / /Y2.' •n;*4. jY'. I' E1e,&-foji )e : \.Je(c2e - I s E j:oaxieA -k PIa#e, (43 do X rAre.c)J Aic cmu ,4/;/*; /4y'13o 5"Eni Le4ne.ii ,ec,'cJ dec1r, 1€f&4.if 4- 0 111M...9ma Structural Technology Consultants Inc. 651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 • FAX (619) 296-2196 PROJECT: alen . SHEET 25 OF Z. PROJ. NO. / DESIGNER: 1V174 DATE: P/ID2 De to 6€ /ocfeJ Orb, A. f (F) ; I )