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HomeMy WebLinkAbout218 PINE AVE; ; CB011759; Permit05-05-2006 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB011759 Building Inspection Request Line (760) 602-2725 218PINEAVCBAD RESDNTL 2032501100 $372,865.00 3 7 Sub Type: APT Lot #: 0 Construction Type: VN Reference #: Structure Type: MF2-4 Bathrooms: 6 DEMO EXISTING SFD-BUILD 1 NEW 3-UNIT APARTMENT BUILDING Statu Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: RMA Applicant: ROBERT RICHARDSON 760 434-8400 Owner: AYOUB SALIM 4335 SUNNYHILL DR CARLSBAD CA 92008 Building Permit Add') Building Permit Fee Plan Check Addl Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,387.40 $0.00 $901.81 $0.00 $0.00 $37.29 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? $0.00 $0.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing In Lieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $518.88 $585.12 $0.00 $0.00 $0.00 $0.00 $8,775.00 $0.00 $0.00 $858.72 $4,038.00 $35.28 $17,137.50 Total Fees: $17,137.50 Total Payments To Date:$982.00 Balance Due:$16,155.50 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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 simitar application processing or service fees In connection with this project. NOR DOES IT APPLY to any tees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. .37 Business Name (at this address) Name Address (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. 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 [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q I have and witl 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 insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [5100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATUREDATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner 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). Q 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). Q I am exempt under Section Business and Professions Code for this reason: 1. I personalty plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I {have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. 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 / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (include name / address / phone number / type of work): ... PROPERTY OWNER SIGNATURE DATE NO 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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 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 City 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 OfficjaLunderthe provisions of this Code shall expire by limitation and become null and void if the building or work authorized by sQoh permit is not commenced within^tfllJ'dWs from rtfe date of such permit or if the building or work authorized by such permit Is suspended or abandoned at any time after the ^^r^tecoyyacflSeSlor^Sgf^jinB^ay^So^iQQ^OjiAA Uniform Building Code). APPLICANT'S SIGNATU DATE WHITE: File YELLOW: Applicant PINK: Finance 03/06/2002 ROBERT RICHARDSON Re; Application Date: 05/15/20010:00:00 Plan Check #: CB011759 Address: 218 PINE AV Expiration Date: 05/15/20020:00:00 Permit Type: RESDNTL Description: DEMO EXISTING SFD-BUILD 1 NEW 3-UNIT APARTMENT BUILDING You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. Raenette Abbey Building Department EsGil Corporation In fartnersfiip witd government for $uiG£inff Safety DATE: 05/25/O1 JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 01-1759 SET: I PROJECT ADDRESS: 218 Pine Street PROJECT NAME: Triplex for Ayoub The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The 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 EsgiE 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: KarnalTArchitecture 2802 State street Suite C Carlsbad, Ca. 92008 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: Robert Richardson Telephone #: (760) 434-8400 Date contacted: Jfalot (by: k. ) Fax #: (760) 434-8493 Mail w^Telephonei^ Fax In Person REMARKS: By: Ray Fuller Enclosures: Esgil Corporation GA MB EJ PC 05/17/01 tmsmH.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O1-1759 O5/25/O1 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 01-1759 JURISDICTION: Carlsbad OCCUPANCY: Rl USE: Triplex TYPE OF CONSTRUCTION: VN ACTUAL AREA: Rl 4421 Ul 1352 ALLOWABLE FLOOR AREA: Rl 6000 Ulor S-3 3000 STORIES: 2 HEIGHT: 26 ft per UBC SPRINKLERS?: OCCUPANT LOAD: 15 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 05/15/01 ESGIL CORPORATION: 05/17/01 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ray Puller COMPLETED: O5/25/O1 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 ordinance 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. LIST NO. 16, R-1 GENERAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1997 UBC) rlforw.dot Carlsbad O1-1759 05/25/01 • PLANS 1. 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. 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. 2. 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. 3. All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the licensed architect or engineer responsible for their preparation. 4. Indicate on the Title Sheet whether or not a grading permit is required for this project. 5. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Sprinklers: Yes or No Occupancy Types U-1 or S-3 for example. • SITE PLAN 6. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 7. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior wails. 8. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Carlsbad 01-1759 05/25/01 • FIRE PROTECTION 4. Show locations of permanently wired smoke detectors with battery backup: a) Minimum 3 ft from any air producing device i.e. ceiling fans. b) Recheck all bedrooms i.e. unit 3 master bedroom. c) When sleeping rooms are upstairs, at the upper level in close proximity to the stair i.e. unit 3 • BUILDING AREA 9. Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-B. Section 504. (Maximum 3000 sg ft allowed on 2nd floor unless 1 hr rated.) • AREA SEPARATION WALLS 10. Area separation waifs may separate portions of a building and allow each portion to be considered a separate building; however, the area separation wall must be four-hour in Type I, II-F.R., Ill and IV buildings; and two-hour in Type ll-one-hour, Type II-N and Type V buildings. Section 504.6.2. 11. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 504.6.2. 12. If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements, the exterior walls, and projecting elements above (whether they contain concealed spaces or not) must be of one-hour construction on each side of the area separation wait for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 504.6.3. 13. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, with the following exceptions: a) Any area separation wall may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. b) Two-hour area separation walls may terminate at the underside of noncombustible roof sheathing, deck or slab of roofs of noncombustible construction, provided: i) Openings in the roof are not located within 5 feet of the area separation wall, and ii) The entire building is provided with not less than a Class B roof covering. Carlsbad O1-1759 05/25/O1 c) Two-hour area separation walls may terminate at the roof sheathing, provided: i) Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall, ii) Where roof/ceiling framing elements are not parallel to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction, iii) Openings in the roof shall not be located within 5 feet of the area separation wall, iv) The entire building is provided with not less than a Class B roof covering. Section 504.6.4. 14. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, two-hour area separation walls may terminate at the sheathing of the lower roof, provided: a) Roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof. b) Where the lower roof/ceiling elements are not parallel to the wall, the roof/ceiling elements shall be one-hour for the entire span. c) In each case, construction supporting the roof/ceiling shall also be one-hour construction. d) No openings in the lower roof are permitted within 10 feet of the area separation wall. Section 504.6.6. 15. Show the basis for the approved fire-resistive construction elements for the area separation wail, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 7-A, B, C or U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 7-C.) 16. Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counter-flashing and coping materials. Section 504.6.5. 17. See the attached article, "Area Separation Walls Revisited," and incorporate appropriate data and details on your plans. 18. Provide a note on the plans stating: "Penetrations of area separation walls shall be protected with through-penetration fire stops and membrane-penetration fire stops in accordance with UBC Section 709." Carlsbad O1-1759 O5/25/01 • FIRE-RESISTIVE CONSTRUCTION 19. Walls and floors separating dwelling units in the same building shall be of not less than one-hour fire-resistive construction. Section 310.2.2. 20. Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 601.5.2.2. Section 310.2.2. 21. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, dwelling unit separations, shaft enclosures. Section 508. 22. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. 23. Detail and reference I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 7-C requires 2 layers of 5/8" Type X gypsum walfboard at the bottom chords of trusses. Section 704.2.8. 24. Fire-resistive exterior wall construction shall be maintained through attic areas or other areas containing concealed spaces. Section 709.3.1. 25. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 709.7. 26. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Sections 709, 710. 27. Fire dampers shall be installed per Section 713.11 at all ducted or unducted air openings at penetrations of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. b) Area or occupancy separation walls. 28. Smoke dampers shall be installed per Section 713.10 at all ducted or unducted air openings at penetrations of: a) Area or occupancy separation walls. Carlsbad 01-1759 05/25/01 29. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.10 of the UBC. 30. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers (or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive bearing walls shall have penetrations protected with through- penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or complying with UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive floors or ceilings having penetrations shall comply with Section 710. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. 31. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." 32. Clearly specify minimum thickness of walls to provide 1 -hour fire-resistive rating per Table 7-B and C. 33. Detail all furred ceilings as required in Section 803. Show fire-retardant treated wood where necessary. 34. Clearly label and identify on the plans the area separation walls, shafts, occupancy separation walls and floors along with their hourly ratings. Section 106.3.3. OCCUPANCY SEPARATION Carlsbad 01-1759 05/25/01 35. Provide a full one-hour occupancy separation between R-1 and LM or S1 (U-1 up to 3,000 sq. ft.) occupancies. Fire protection limited to the garage side applies only to R-3/U1 occupancy separations, not R1/U1 occupancy separations. Table 3-B and Section 302.4. 36. Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section 302.3. 37. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 302.2. 38. Steel electrical outlet boxes at occupancy separation walls shall not exceed sixteen square inches, shall not exceed one hundred square inches per one hundred square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 709.7. 39. Ducts penetrating occupancy separations must have smoke and fire dampers. Sections 713.10 and 713.11. • SOUND TRANSMISSION 40. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 41. 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 or treated to maintain the required sound ratings. 42. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 43. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. Carlsbad 01-1759 OS/25/O1 • EXITS 44. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1003.3.1.6. • STAIRWAYS 45. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 1003.3.3.2. 46. Stairway riser must be four inches minimum and seven inches maximum and minimum run shall be eleven inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which may have an eight inch rise and nine inch run. Section 1003.3.3.3. 47. Provide structural details to include stringer size, spacing and how stringers are supported at the top and bottom of runs. 48. A minimum headroom clearance of 6'-8" for stairways should be indicated on the plans. Section 1003.3.3.4. Note that this is from a plane tangent to the stairway tread nosing. 49. Handrails (Section 1003.3.3.6): a) Ends of handrails shall be returned or shall have rounded terminations or bends. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. c) Handrails and handrail extensions shall be 34" to 38" above nosing of treads and be continuous. * R-1 GENERAL OCCUPANCY REQUIREMENTS 51. Light, ventilation and egress could not be checked at this time as windows and or doors ere not identified and could not locate window schedule . The following is to be used as a guide when resubmitting. 52. Details and sections are referencing wrong pages i.e. see A1.1 where section is noted to be on page 4.0 and appears on 5.0. Recheck all details, sections etc. 50. Will be rechecked : Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. Carlsbad 01-1759 05/25/O1 51. Will be rechecked : Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows 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 310.4. 52. Will be rechecked : Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. 53. Will be rechecked : Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. 54. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Windows where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. d) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. 55. Guardrails (Section 509.1): a) Shall have a height of 42". Within individual dwelling units and guest rooms, guardrails may be 36" high. This does not apply to balconies. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". • ROOFS 56. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 1505.3.Complete box on sheet A3.0 showing area required and area provided. • DECKS 57. Specify decking material (appears will be using solid material) Specify water proofing material, V* minimum slope or design for ponding. Carlsbad 01-1759 05/25/01 59. Specify how obtaining the required minimum % inch per foot deck slope for drainage i.e. ripping, sleepers etc. If ripping, note maximum taper cut and calculations to reflect this and if sleepers detail attachment to floor joist. Section 1506.1. • . FIRE EXTINGUISHING 58. if not providing area separation wall (s) or 1 hour construction thru out then the following will apply: 59. Fire sprinklers do not waive or reduce the dwelling unit separations required by Section 310.2.2. Section 508 60. Indicate on the plans whether the sprinkler system is the residential type (13-R). If so, exceptions to, or reductions in code requirements allowed because of the installation of an automatic fire-extinguishing system are NOT permitted. Section 904.1.3. 61. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. • MECHANICAL (UNIFORM MECHANICAL CODE) 62. Note or show that 100 sg inches of make up air required at the laundry room. UMC 908.2. 62. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Show height of chimney above roof per I.C.6.O. approval or Table 31-B. b) ICBO/NER approval number. 63. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. Could not locate where key note 32 as noted on sheet A1.1. is shown on the plans. 64. Show minimum 30" deep unobstructed working space in front of furnace. Section 307, UMC. 65. Note that passageway to the attic furnace shall be unobstructed not less than 30" high and 30" wide and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 307.3.2, UMC. Carlsbad O1-1759 05/25/01 66. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Sections 306.3 and 306.4, UMC. 67. Show dryer vent termination not to exceed 14 ft for unit 2 or provide 5" ducts for example. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 68. Provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. Approximate length of service feeders. Grounding and bonding details. AIC rating of the service and the service feeder overcurrent devices. Panel schedules. 69. Show the locations of the subpanels on the floor plans. 70. Specify, on the plans, the methods or routing for the feeders to the individual units. Local Carlsbad City Ordinance does not allow the routing of feeders through other units than the ones they serve. 71. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). 72. Show on the plan that ground-fault circuit-interrupter protection complies with 1996 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, outdoors and all kitchen counters. • PLUMBING (UNIFORM PLUMBING CODE) 73. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. Unit 1. 74. Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. 75. Provide complete gas line sizing calculations. Show total CFH input and maximum developed length. Show all equipment. 76. Provide complete drain, waste and vent plans. Carlsbad 01-1759 05/25/01 • ENERGY CONSERVATION 77. Provide plans, calculations and worksheets to show compliance with current energy standards. 78. The 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. 79. Show the make, model, type and efficiency of the space heating (or cooling) system. 80. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). • FOUNDATION 81. Per City Policy: Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 82. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 83. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 106.3.3. 84. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 85. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). 86. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: • The building pad was prepared in accordance with the soils report, • The utility trenches have been properly backfilled and compacted, and • The foundation excavations comply with the intent of the soils report." Carlsbad O1-1759 O5/25/O1 87. Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. 88. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 89. Foundation plan incomplete. Reference all details to the plans. 90. Foundation plan needs to reflect point loads i.e. FH-2 with 11.67 kip and FBM 1's. 91. Show support at foundation for floor stairs framing. • STRUCTURAL 92. Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Section 106.3.3. 93. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 94. Show or note fire blocks at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; 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 in-line with the run of stairs if the walls under the stairs are unfinished; d) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and e) At openings between attic spaces and chimney chases for factory-built chimneys. 95. Detail and reference all post to beam and post to footing connections and reference the detail to the plan. Section 2314. 96. Detail and reference shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Carlsbad 01-1759 O5/25/01 97. In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. Detail and reference any pier method using to reduce this ratio. 98. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Either place truss numbers on the plans or truss layouts to be stamped and signed by truss engineer and the engineer of record to place a review stamp on truss layout showing he or she has reviewed these trusses 99. Provide roof framing plan and floor framing plan. Section 106.3.3. Specify floor joist size and spacing on the plans. 99. Overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. 100. Beams used to resist shear walls need to be designed per Table 16-L item #4 and 1630.8.2. 101. Could not locate on the plans the location of all hold downs i.e. the 3'11" panel shown at line 1 on sheet S3.0 appears to be missing 1 MSTI 36. 102. Detail and reference all hold downs from floor to floor. 103. Floor framing did not reflect deck and fireplace framing for unit 3. 104. Detail and reference all shear to roof sheathing i.e. line 2 on S3-0 or provide design for alt. i.e. truss calculations to reflect axial loads. 105. No shear designators shown for line C S3-0. 106. Could not follow calculations . Various lines where not addressed. Complete recheck will be done when plans are complete and plans stamped and signed showing compliance with recommendations. 107. Hardy Frame details need to be detailed and referenced on the plans. Foundation plan to show additional steel to extend 3 ft beyond bolts, depth of bolt and size. 108. Re-entrant corners to be addressed per Table 16-M and 1633.2.9 Detail and reference all collectors , drag beams etc to show any required boundary nailing of collectors and straps. • CITY OF CARLSBAD REQUIREMENTS 109. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old Carlsbad 01-1759 05/25/01 110. If applies: Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. 111. The UFER ground may only be a copper conductor for commercial and industrial electrodes. Rebar is allowed for residential use only up to 200 amperes. 112. All horizontal feeders in multiple-occupancy, combustible frame dwellings shall be installed underground or outside the building unless otherwise approved. (City Policy 84-37) 113. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 114. 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). 115. 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). • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • 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 in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q 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 Ray Fuller at Esgil Corporation. Thank you. Carlsbad O1-1759 05/25/O1 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Ray Fuller BUILDING ADDRESS: 218 Pine Street BUILDING OCCUPANCY: Rl Ul PLAN CHECK NO.: O1-1759 DATE: O5/25/O1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Triplex Garages Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 4421 1352 CB Valuation Multiplier Per City Est. By Ordinance Reg. Mod. VALUE ($) 372,865 372,865 $1,576.58 Plan Check Fee by Ordinance Type of Review: D Repetitive FeeRepeats Complete Review D Other D Hourly Structural Only Hour* Esgll Plan Review Fee $1,024.77 $819.82 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad ^ j^^^^^^^^—^^^^^^^!^^^^^^^^^^^^^^^^^^^^—^^^^^^Public Works Engineering DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB ASSESSOR'S PARCEL NUMBER: c00 3 ~£.£Q -//~0~& EST. VALUE: 372-£65* ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions In this report can result in suspension of permit to build. LA Right-of-Way permit is required prior to construction of the following Improvements: DENIAL Please sea^fe attached report of deficiencies marked wjn Dy Make necessary corrections to plans or specifreatrons for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: Date Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application 0 Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue. Carlsbad. CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-d CA 92OO8[-7314 • (76O) 6O2-2720 • FAX (760) BUILDING PLANCHECK CHECKLIST SITE PLAN 4 ST 2ND 3"° D D D 1 • Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service D D D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D D D 3- Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rt D D DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply, with the followjng Engineering Conditions of approval for Project No., tZI D O 4b. All conditions are in compliance. Date: D D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V-i x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: D D D IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:\WORWJOC3\CHKlSrauldtno PMnrtMck CkM Forni (RIOOU - HARVEY 7-12-00).Ooc BUILDING PLANCHECK CHECKLIST I sr 2ND 3rt checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: D D D 6b- Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department, Neighborhood Improvement Agreement completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 7a- Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). CJ G n 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) A ttn.U3.WX> BUILDING PLANCHECK CHECKLIST -ST 2ND 3"° D D D 7d -No Grading Permit required. D D D 7e- If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D D 9- INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. __ Industrial Waste permit accepted by: Date: D D D 10.NPDES PERMIT \ Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. D D D 11. Q Required fees are attached Q No fees required WATER METER REVIEW D CD D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. BUILDING PLANCHECK CHECKLIST 1ST 2ND iRD D D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W. The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square Inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water HWOH*DOC9OM«nautt« PlwchWi C*M Fom (OmriadK BUILDING PLANCHECK CHECKLIST 4 ST oND oRD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. IZI CD CH 12c. Irrigation Use (where recycled water Is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: mwORDOOCStCHKLSTWuMnaPtanchMk CUM Form <Q«wfc)4oc -7 Mw.T/IMO ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittat. Address: c^* X Prepared by: /6^^y EDU CALCULATIONS^- />Types of Use: LASt Types of Use: APT CALCULATIONS: Types of Use: (4-^ Types of Use: r/A/r~ Bldg. Permit No. 7- Date: £ /^"2V0/ Checked by: List types and square footages for all uses. y^k Sq. Ft./Units: 3 Sq. Ft./Units: List types and square footages for all uses. £^x Sq. Ft./Units: 3 Sq. Ft./Units: i ^ ' j? / / / ^2**^ Date: EDU's: 3~IV\t& EDU's: ADT's: 3 -1 tfafa ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1.PARK-IN-LIEUFEE FEE/UNIT: PARK AREA & #: X NO. UNITS: D 2. TRAFFIC IMPACT ADT'MJNIT D n a ^^^ 3. BRIDGE AND THOROUGHFARE FEE ADT's/UNITS: 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: L^ BENEFIT AREA: EDU's: \ (DIST. X ZONE: X X X — *#1 DIST. #2 FEE/ADT: FEE/SQ.FT./UNIT: f^r~Q FEE/EDU: 1 '^ ' FEE/EDU: DIST. #3 ) = $ ^ -. js»- -, ?fll0 l ^/zr D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA O ACRES:.1* D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE HIGH FEE/AC: METER FEE SDCWA FEE IRRIGATION Word\DooUNMOmM\FM Calculation WortahMt I Of 2 Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner APN: Paul Godwin Address Phone Pi AC. $4. 760-602-4625 Type of Project & Use:3«nif Zoning: ft-2^ General Plan: ft H CFD (in/out) # Date of participation:. Circle One Net Project Density: _ Facilities Management Zone:. DU/AC Remaining net dev acres:. (For non-residential development: Type of land used created by this permit: ) Legend: [XI Item Complete |_J Item Incomplete - Needs your action Environmental Review Required: YES NO A TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL7RESO. NO. PROJECT NO. YES X NO DATE OO- OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES. CA Coastal Commission Authority? YES_ NO NO A If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES. If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: NO_ Fo I low-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChkl3t D Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance • May 21,1993.) NO Data Entry Completed? YES NO {A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) \ D Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: S.IS' Required _ Required _ Required ^ Required _ 2. Accessorysl Front: Interior Side: Street Side: Rear: Structure separation: PI 3. Lot Coverage: cks^ Required Required Required Required Required Required 4. Height:Required - _| 5. Parking: Spaces Required Guest Spaces Required Additional Comments Shown Shown Shown Shown Shown ihown Oo JUS Shown. Shown. Shown Shown o-f 5DO COP- OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 011759 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 05/22/2001 Fire Prevention (760) 602T4660 BuiWing Plan Reviewed by:Kr-r Karnak ArchitectureName: Address: 2802 state Street City, State: Carlsbad CA 92008 Suite C Plan Checker: Job Name: Ayoub Apartments Job Address: 218 Pine Street Job#: 011759 Bldg #; CB011759 Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes 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. D Approved Subject to The item you have submitted for review has been approved subject to the 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. D 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 / or specifications to this office for review and approval. Review FD Job # 1st ?nrj 3rd 011759 FDFile* Other Agency ID STRUCTURAL CALCULATIONS FOR: 3 UNIT APARTMENT MR. AND MRS. AYOUB 218 PINE STREET CARLSBAD, CA 92008 10-May-01 BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760) 726-9500 FAX:(760) 726-9898 CONTENTS: 1 DESIGN LOADS PAGE 1 2 VERTICAL LOAD ANALYSIS (ROOF) PAGES 1-5 3 VERTICAL LOAD ANALYSIS (FLOOR) PAGES 1-5 4 SEISMIC ANAYLSIS (LONGITUDINAL) PAGES 1-13 5 SEISMIC ANAYLSIS (TRANSVERSE) PAGES 1-11 6 SHEARWALL SCHEDULE PAGE 1 STRUCTURAL STANDARDS: 1 LUMBER: D.F. #2 MINIMUM U.N.O. 2 HARDWARE: SIMPSON STRONG TIE U.N.O. 3 CONCRETE: 2,000 P.S.I. @ 28 DAYS 4 MORTAR & GROUT: (f c) = 2,000 P.S.I. 5 STEEL: 20,000 P.S.I. (Fy=40,000 P.S.I. 6 MACHINE BOLTS: A307 GRADE ftOTE: LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRITTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OH FAILURE OF THE EXISTING STRUCTURE OR DESIGN STRUCTURE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE. PROJECT:3 UNIT APARTMENT COMPLEX MR. AND MRS. AYOUB 218 PINE STREET CARLSBAD, CA 92008 5/4/01 DESIGN LOADS ROOF LOADS fCONC.TILE) CONC. TILE ROOF 1/2" PLYWOOD ROOF TRUSSES @ 24" O.C. 1/2' GYP, BOARD INSUUMISC. D.L LL (4:12 PITCH) ROOF LOAD FLOOR LOADS 2X@16"O.C. 3/4MT&G PLYWOOD 1/2" & 5/8" GYP BOARD MISC/INSUL D.L LL. 10.00 PSF 1.50 PSF 3.00 PSF 2,50 PSF 2.00 PSF 19.00 PSF 16.00 PSF 35.00 PSF 3.40 PSF 3.00 PSF 6.00 PSF 2.60 PSF 15.00 PSF 40.00 PSF EXTERIOR WALL LOADS 7/8" STUCCO 2X4 @ 16" O.C. 1/2" GYP BOARD INSUL./MISC. 10.00 PSF 1.50 PSF 2.50 PSF 2.00 PSF EXT. WALL LOAD 16.00 PSF INTERIOR WALL LOADS 2-1/2" GYP BOARD 5.00 PSF 2X4 @ 16" O.C. 1.50 PSF INSUL/MISC. 1.50 PSF INT. WALL LOAD PECK LOADS 8.00 PSF D.L. LL. 20.00 PSF 60.00 PSF FLOOR LOADS 55.00 PSF DECK LOADS 80.00 PSF VERTICAL LOAD ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 TILE ROOF = FLOOR= STAIRS = 35.00 55.00 0.00 EXT.WALL INT. WALL DECK = 16.00 6.00 80.00 ROOF MEMBERS: R-HDR = ROOF HEADER, R-JST = ROOF JOIST, R=BM = ROOF BM R- TRUSSES: ROOF INT. WAL EXT.WAL FLOOR DECK 2.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. SPAN = Fv Fb E 0.00 PSI 95.00 PSI 1125.00 PSI 1700000 PSI P.S.I. 70.00 DEF. 0.00 MX 0.00 0.00 REQ'D,A= 0.00 SX= 0.00 IN. MAX 0.00 IN. # 0,00 IN.A2 < 0.00 IN.A3 < 70.00 1= *DMQ! d= 0,00 IN/2 0.00 IN.*3 0.00 W.*4 0.00 0.00 USE: TRUSS CALCULATIONS BY OTHERS R-HDR 1.3-5.27 ROOF INT. WAL EXT.WAL FLOOR DECK 14.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. SPAN = Fv Fb = E 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 490.00 DEF. 0.00 MX 0.00 0.00 REQUA* Q.OO SX= 490.00 I = USE: 0.13 IN. MAX 11760 IN, # 11.93 tN *2 < 12.71 IN.A3 « 12.45 IN.M « b=« 3.50 d= 5.50 4 X 6 P.P. »2 OR BETTER 19-25 IN.A2 17.65 IN.A3 48.53 W.*4 R-HDR2&26 ROOF 14.00 FT. = INT. WAL 0.00 FT. = EXT.WAL 0.00 FT. = FLOOR DECK P = SPAN * Fv = Fb E - 0.00 FT. * OQQFT.= 2450.00 LBS. 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 490.00 0,00 0.00 0.00 0.00 490.00 USE: DEF. 0.13 IN. MAX MX 11760 IN. # REQ-D,AS 15.47 iN.*2 < SX* 12.71 IN/3 < \- 12.45 IN.M « b* 0.00 d= 0.00 0.00o.oo 0.00 !N.ft2 IN/3 IN.M SEE POINT LOAD CALC3. ATTACHED PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE BEAM WITH POINT LOAD ROOF HEADERS 2 & 26 2450.00 LBS 490.00 PLF 4.00 FT 2.00 FT 4.00 FT |p Fv = Fb = E = 95.00 PSI 925.00 PSI 1700000.00 PSI DEFLN = MXMOM= REQ. A= REQ. SX= REQ. l = 0.13 IN. MAX. 41160.00 IN/# 34.82 IN. A2 44.50 IN. A3 62.26 in. A4 39.38 IN. A2 73.83 IN. A3 415.28 IN. M 3.50 in. 11.25 in. USE:4 X 12 D.F. #2 OR BETTER R-HDR 6 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN « Fv Fb * C *• R-HDR 7-9. ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E = R-HDR 10 ROOF INT. WAL EXT.WAL FLOOR DECK P SPAN = Fv Fb E = 19.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = Q.OO FT. = 10.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI 16.17.19.20 & 21 19.00 FT. = 0.00 FT. = 0.00 FT. = 0,00 FT. = 0.00 FT. = 4,00 FT 95.00 PSI 925.00 PSI 1700000 PSt 19.00 FT. = 0,00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. - 3325.00 LBS. 5.50 FT 95.00 PSI 925.00 PSi 1700000 PSI R-HDR 1 1-14. 22 -25.30 & 31 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb * E = 6.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 665.00 DEF. 0.33 IN. MAX 0.00 MX 99750 IN. # 0.00 0.00 REQ'D,AS 40.91 IN.A2 < 46.38 0.00 SX= 99.75 IN.A3 " 102.41 665.00 I = 264.04 IN.M < 678.48 b= 3.50 d* 13.25 USE: 4 X 14 D.F. «1 OR BETTER OR 6X12D.F.HHORBETTER P.S.I, 665.00 DEF. 0.13 IN. MAX 0.00 MX 15960.00 IN. # 0.00 0.00 REQ'DA' 16.19 IN.*2 < 19.25 0.00 SX= 17.25 IN.A3 < 17.65 665.00 I = 16.90 IN.M - 48.53 b* 3.50 d= 5.50 USE: 4X6D.F.#20RBETTER P.S.I. 665.00 DEF. 0.18 IN. MAX 0.00 MX 30174.38 IN. # 0.00 O.OOREQ'D.A: 28.88 IN/2 < 0.00 0.00 SX= 32.62 IN.*3 " 0.00 665.00 I = 43.93 IN.M < 0.00 b* 0.00 d^ 0.00 USE: SEE POINT LOAD CALCS. ATTACHED P.S.I. 210.00 DEF. 0.13 IN. MAX 0.00 MX 5040 IN. # 0.00 0.00 REQ'D,A= 5.66 IN.A2 < 12.25 0.00 SX= 5.45 IN.*3 < 7.15 210.00 I = 5.34 IN.M < 12.51 b= 3.50 d= 3.50 USE: 4X4 D.F.*2 OR BETTER IN.A2 IN.*3 IN.M IN.A2 IN.A3 IN.M IN.A2 IN.A3 IN.M IN.A2 IN.A3 IN.M PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE BEAM WITH POINT LOAD ROOF HEADER 10 P = 3325.00 LBS w « 665.00 PLF L * 5.50 FT ip= 1.00 FT lw= 5.50 FT Fv= 95.00 PSI Fb = 925.00 PSI E= 1700000.00 PSI DEFLN = MX MOM* REQ. A= REQ. SX= REQ. 1 = 0.18 IN. MAX. 85036.88 IN/# 55.13 IN. A2 91.93 IN. A3 171.73 in. A4 63.25 IN. A2 121.23 IN. A3 697.07 IN. A4 5.50 in. 11.50 in. USE:6 X12 D.F. #2 OR BETTER R-HDR 15 ROOF INT.WAL EXT.WAL FLOOR DECK SPAN « Fv * Fb a E R-HDR 16A ROOF INT. WAL EXT.WAL FLOOR DECK SPAN * Fv Fb E 6.00 FT. = 0.00 FT. » 0.00 FT. * 0.00 FT. * SLQQFT.* 13.33 FT 95.00 PSi 925.00 PSI 1700000 PSI 19.00 FT. = 0.00 FT. =» 0.00 FT. * 0.00 FT. = ILQQFT." 6.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI R-HDR18&2B ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv = Fb E 19.00 FT. = 0.00 FT. » 0.00 FT. « 0.00 FT. « 0.00 FT. s 5.00 FT 95.00 PSI 925.00 PSi 1700000 PSI P.S.I. 210.00 DEF. 0.44 IN. MAX 0.00 MX 55972.00 IN. # 0.00 0.00 REQ'D,A= 18.99 IN.A2 < PJJQ SX* 60.51 IN.A3 < 210.00 t= 197.50 IN.M * b* 3.50 d» 11.25 USE: 4X12D.F.t2ORBgTTER P.S.I. 665.00 DEF. 0.20 IN. MAX 0.00 MX 35910 IN. # 0.00 0.00 REQ'D.At 23.41 IN.A2 < OJJQ SX* 35.91 IN.A3 * 665.00 I * 57.03 IN.M < b» 3.50 d« 9.25 USE: 4X10D.F.IHORBETTER P.S.I. 665.00 DEF. 0.17 IN. MAX 0.00 MX 24937.50 IN. # 0.00 0.00 REQ'D,A= 19.91 IN. "2 < 0.00 SX= 26.96 IN.A3 * 665.00 t = 33.01 IN.M « b= 3.50 d* 7.25 USE: 4X8 D.F.H2 OR BETTER 39.38 IN/2 73.83 IN.A3 415.28 IN.M 32.38 IN.A2 49.91 IN.A3 230.84 IN.M 26.38 IN A2 30.66 IN.A3 111.16 IN.M VERTICAL LOAD ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 TILE ROOF = 35-00 EXT.WALL = 16.00 FLOOR LOAD * 55.00 INT. WALL = 8.00 STAIRS = 0.00 DECK = 80.00 DECK MEMBERS: D-HDR (DECK HEADER), D-BM (DECK BEAM). ETC. F- JOIST TYP. P.S.I. ROOF 0.00 FT. = 0.00 DBF. 0.70 IN. MAX INT, WAL 0.00 FT. = 0.00 MX 48389 IN. # EXT.WAL 0.00 FT. = 0.00 FLOOR 1.33 FT. = 73.15 REQUA-- 10.85 IN.A2 < 19.88 DECK 0.00 FT. - OJ2Q SX= 42.08 IN A3 < 43.89 73.15 l« 268.98 IN.M « 290.78 SPAN =* 21.00 FT b= 1.50 Fv * 95.00 PSI d= 13.25 Fb » 1150.00 PSI E = 1 700000 00 PSI USE: 2X12 D.F. #1 OR BETTER 0 12" O.C. IN.A2 IN.A3 IN.M OR 2 X 14 D.F. «1 OR BETTER A 1«" O.C. OR 11 7/8 TJ1 X 25 ffl 1ft" Q.C. F - HDR 1 P.S.I. ROOF 14.00 FT. = 490.00 DEF. 0.50 IN. MAX INT, WAL 0.00 FT. = 0,00 MX 218850 IN. # EXT.WAL 9.00 FT. = 144.00 FLOOR 15.00 FT. = 825.00 REQ'D,A= 30.26 IN.A2 < 41.56 DECK 022 FT. = OJZ2 SX= 75.47 IN.A3 * 82.26 1459.00 I = 328.2B IN.M « 488.41 SPAN = 10.00 FT b= 3.50 Fv * 290.00 PSI d= 11.88 Fb * 2900.00 PSI F = 9fWWV> Pftl 1 ISP- J 1/2" X H 7fl« P^ftAU/Mtf INA2 IN.A3 IN.M F - HDR 2 P.S.I. ROOF 14.00 FT. = 490.00 DEF. 0.78 IN. MAX INT. WAL 0.00 FT. = 0.00 MX 537384 IN. # EXT.WAL 9.00 FT. = 144.00 FLOOR 15.00 FT. = 825.00 REQ'D,A* 47.81 IN.*2 < 63.00 DECK OflQ FT. = OQQ SX= 185.30 IN.A3 < 189.00 1459.00 I * 1263.12 IN.M < 1701.00 SPAN = 15.67 FT b* 3.50 Fv = 290,00 PSI d= 18.00 Fb = 2900.00 PSI E * 2000000 PS( USE: 3 1/2" X 18" PARALLAM IN.A2 IN.A3 IN.M F-HDR3&4 ROOF INT. WAI EXT.WAL FLOOR DECK SPAN = Fv Fb « E = F - HDR 5. ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv - Fb * E F-BM1.2 ROOF INT. WAL EXT.WAl FLOOR DECK P SPAN - Fv Fb E 0.00 FT. ~ 0.00 FT. = 9.00 FT. = 14.00 FT. = 0.00 FT. - 8.00 FT 95.00 PSI 925.00 PSf 1700000 PSI 5A. 7 & 7A 0.00 FT. = 9.00 FT. = 0.00 FT. » 2.00 FT. = 0.00 FT. = 16.00 FT 95.00 PSI 1000.00 PSI 1700000 PSI 43 19.00 FT. = 0.00 FT, = 9.00 FT. = 2.00 FT. a Q.OO FT. = 8100.00 LBS 19.00 FT 290.00 PSI 2900.00 PSI 2000000 PSI F - HDR 8 & 9 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 0.00 FT. - 9.00 FT. = 0.00 FT. = 2.00 FT. = Q.OQ FT. = 4.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.I. 0.00 DEF. 0.27 IN. MAX 0.00 MX 87744 IN. # 144.00 770.00 REQ'D.A* 44.20 IN.A2 < 61.88 p.OO SX« 94.86 IN.*3 < 116.02 914.00 t = 185.81 IN.M < 652.59 b* 5.50 d* 11.25 USE: « X 12 D.F.<2 OR BETTER P.S.I. 0.00 DEF. 0.53 IN. MAX 72.00 MX 69688 IN. # 0.00 1 10.00 REQUA* 20.30 IN.A2 < 39.38 0.00 SX= 69.69 IN A3 < 73.83 182.00 I = 296.00 IN.M « 415.28 b= 3.50 d« 11.25 USE: 4X12D.F.ff10RBETTER P.S.I. 665.00 DEF. 0.63 IN. MAX 0.00 MX 497639 IN. * 144.00 110.00 REQ'D,A* 45.16 IN.A2 < 0.00 Q.OO SX= 171.60 IN.A3 < 0.00 919.00 I* 2127.40 IN.M < 0.00 b= 0.00 d= 0.00 USE: SEE POINT LOAD CALCS. A.TTA£HEP P.S.I. 0.00 DEF. 0.13 IN. MAX 72.00 MX 4368 IN. # 0.00 110.00 REQ'D,A: 4.43 IN. "2 < 19.25 Q.OQ SX= 4,72 IN *3 < 17.65 182.00 I= 4.62 IN.M < 48.53 b= 3.50 d« 5.50 USE: 4X6 D.F.«2 OR BETTER IN/2 IN.*3 IN.M IN.A2 INA3 IN.M tN.A2 !N.*3 IN.M JN.A2 IN/3 IN.M PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 5/10/01 SIMPLE BEAM WITH POINT LOAD FLOORBEAMS1.2&3 p = w = L = lp = lw = Fv = Fb = C rtn 8100.00 IBS 750.00 PLF 19.00 FT 7.00 FT 19.00 FT 290.00 PSI 2900.00 PSI 2000000.00 PSI DEFLN = 0.95 IN. MAX. MX MOM= 867825.00 IN/# REQ. A= 57.80 IN. A2 < REQ. SX= 299.25 IN. A3 < REQ. I - 3186.79 in. A4 < 126.00 IN.A2 378.00 IN. A3 3402.00 IN. A4 7.00 in. 18.00 in. USE:7"X18HPARALLAM F-HDR10 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E F-HDRS11 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv * Fb E F-HDR12A ROOF INT. WAL EXT.WAL FLOOR DECK SPAN * Fv * Fb E F-13&14 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb E 6.00 FT. * 0.00 FT. * 9,00 FT. » 7.00 FT. * OQQFT.s 4.00 FT 95.00 P8I 925.00 PSI 1700000 PSI &12 6.00 FT. * 0.00 FT. * 9.00 FT. = 7.00 FT. « ( OfifiFT.- 6.00 FT 95.00 PSI 925.00 PSt 1700000 PSI 0.00 FT. * 9.00 FT. = 0.00 FT. = 17.00 FT. - OJZQFT.= 5.50 FT 95.00 PSI 1000.00 PSI 1700000 PSI 19.00 FT. = 0.00 FT. = 9.00 FT. » 2.00 FT. = 0.00 FT. = 3.00 FT 95.00 PSI 925.00 PSI 1700000 PSI P.S.L 210.00 DEF. 0.13 IN, MAX 0.00 MX 17736 IN. # 144.00 385.00 REQ'DA- 16.29 INA2 < 0.00 SX= 19.17 IN.*3 < 739.00 I « 18.78 IN.M < b* 3.50 d* 7.25 USE: 4X8 P.P. M OR BETTER P.S.I. 210.00 DEF. 0.20 JN. MAX 0.00 MX 39906 IN. * 144.00385.x REQ-DA- 20.01 m.*2 < 0.00 SX= 43.14 IN.A3 < 739.00 I « 63.38 IN.M < b= 3.50 da 9.25 USE: 4X10 P.P. *2 OR BETTER P.S.I. 0.00 DEF, 0.18 IN. MAX 72.00 MX 45693 IN. # 0.00 935.00 REQ'D,A: 31.47 IN.A2 < OJJfi SX= 45.69 IN.A3 < 1007.00 I = 66.52 IN.M < b* 3.50 d= 9.25 USE: 4X10 P.P. #1 OR BETTER P.S.I. 665.00 DEF. 0.10 IN. MAX 0.00 MX 12407 IN. # 144.00 110.00 REQ'D,A* 15.12 IN/2 < £LOQ SX« 13.41 IN.A3 « 919.00 I « 9.85 IN.M < b* 3.50 d= 5.50 USE. 4X6 P.P. »2 OR BETTER 25.38 IN.A2 30.66 IN.A3 111.15 IN.M 32.38 JN-*2 49.91 IN A3 230.84 IN.M 32.38 IN *2 49.91 IN.A3 230.84 IN.M 19.25 IN.A2 17.65 IN.*3 48.53 IN.M F-HDR15 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv - Fb => E F-HDR16 ROOF INT. WAL EXT.WAL FLOOR DECK SPAN = Fv Fb C *•• 6.00 FT. = 0.00 FT. = 9.00 FT. » 9.00 FT. » O.OQ FT. = 7.00 FT 95.00 PSI 926.00 PSI 1700000 PSI 14.00 FT. = 0.00 FT. = 9.00 FT. = 10.00 FT. = 022 FT. = 10.00 FT 290.00 PSI 2900.00 PSI 2000000 PSI P.S.I. 210.00 DEF. 0.00 MX 144.00 495.00 REQ'D,A= OQQ SX= 849.00 I = 0.23 IN. MAX 62402 IN. # 34.35 IN.A2 < 07.46 IN.A3 < 115.63 IN.M < b* 3.50 d= 11.25 39.38 IN.A2 73.83 IN.*3 415.28 IN.M USE: 4X12DJ.*20RBETTER P.S.I. 490.00 DEF. 0.00 MX 144.00 550.00 REQ-D.A* 0.00 SX= 1184.00 l = USE: 3 1/2" X 11 0.50 IN. MAX 177600 IN. # 24.56 IN.A2 < 61.24 IN.A3 < 266.40 IN.M < b« 3.50 d= 11.88 7/8" PARALLAM 41.56 IN/2 82.26 IN.A3 488.41 IN.M LATERAL FORCE ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 WEIGHT OF: CON TILE ROOF FLOOR = CONG. WALL = 19.00 PSF 15.00 PSF 0.00 PSF EXT. WALL" INT. WALL = BALCONY- DATE:5/4/01 16.00 PSF 8.00 PSF 20.00 PSF HEIGHT OF: GAVE * FLOOR » BASE * 20.00 FT. 10.00 FT. 0.00 FT. h2 hi FORCES: LONGITUDINAL AT ROOF: ROOF EXT. WALL INT. WALL WIND: SEISMIC LENGTH 77.00 4.50 4.50 HEIGHT: 13.00 NUMBER 1.00 2.00 4.00 */S.F. 22.00 */SF 20.00 FT. 10.00 FT. 2.50 FT. ROOF- FLOOR 19.00 16.00 8.00 V«CviyRT*W 0.174 0.174 0.174 TOTAL 77.00 FT. 74.00 FT. #/FT 254.56 25.06 25.Q6 304.67 #/FT. 286.00 #/FT. AT FLOOR: SEISMIC NUMBER */SF V»Cv1/RT»W FLOOR EXT. WALL INT. WALL BALCONY CONC.WALL 74.00 5.00 5.00 0.00 0.00 1.00 2.00 4.00 0.00 0.00 15.00 16.00 8.00 20.00 0.00 0.174 0.174 0.174 0.174 0.174 WIND:HEIGHT: 10.00 22.00 TOTAL #/FT. 220.00 #/FT. AT BASE: SEISMIC LENGTH NUMBER */SF V«Cv1/RT«W FLOOR EXT. WALL INT. WALL CONC.WALL 0.00 5.00 5.00 0.00 0.00 2.00 4.00 0.00 15.00 16.00 8.00 0.00 0.174 0.174 0.174 0.174 WIND:HEIGHT: 5.00 #/S.F. 22.00 TOTAL */FT 0.00 27.84 27.84 Q.Q9 55.68 #/FT. 110,00 #/FT. PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 LATERAL FORCE DISTRIBUTION FORCES: LONGITUDINAL FORCE/ACCUMULATED PLACE wxHWT hxFT. hxwxFT* MX % Wx#/FT AT ROOF AT FLOOR AT BASE 304.67 248.82 110.00 20.00 10.00 2.50 6093.48 2488.20 275.00 0.69 0.28 0.03 456.49 186.40 20.60 Wx #FT 456.49 642.89 663.49 663.49 8856.68 1.00 663.49 PROJECT: AYOUB APARTMENTS 218 PINE STREET, CARLSBAD, CA DATE:5/4/01 2ND FLOOR SHEAR WALLS COMPONENT DEAD LOADS: ROOF- 19.00 PSF FLOOR- 15-00 PSF EXT WALL- 18.00 PSF INTWALL= 8.00 PSF BALCONY • 20.00 PSF CON.WALL- 0.00 PSF HEPftfTS f PO^B M« 10-00 ATROOF- h2= 20.00 AT2-FLR- h3« 2.50 AT BASE* FHMnr. inMftfflin»t|fl| 406.49 |*-Bfl 186.40 I1F-FH) 20.60 (B-FH) LONGITUDINAL UNE1 TOTAL WALL (TW) » LENGTH OF SHEAR WALL <L1} • TRIBUTARY AREA (T) • MIN. PANEL WIDTH (MPW) - SHEAR " ((R-FH*(F-FH>K Tfl.1 52.00 FT. 24.00 FT. 10.60 FT. 4.00 FT. 109.71 i/FT ROOF- FLOOR" tNT.WALL« EXT.WAUx BALCONY* C.WALL = TOTAL 0.1. s UBePAHBL 14.00 FT 0.00 FT 0.00 FT. 9.00 FT- 0.00 FT 0.00 FT. SfltK&QE 266.00 0.00 0.00 144.00 0.00 0.00 410.00 PLATE FORCES/ANCHOR - <ftF-H+2F-FH)X T/{TW) - NAILING USE: 2 X PLATE W/1M NAILS Q ANCHOR USE: 2 X PLATE W/1/7DIA. X 1Q-A.B. £ 5WOIAX10-AB. C MINIMUM EMfieOMENT T tNTO CONCRETE UPLIFT/DOWjjTHRiUST O.T.M » R-FHxTxMPW/LZ«h1 « R.M. - P1xMPW2/2 - NET UPLIFT - OTM-RM/MPW - HOLOOWN USE. 349 # Ifi IN. O.C. STAGGERED fi3 IN O.C. OR 104 W. O.C. 7889 f/FT 2788 «FT 1300 «FT Pt « TOTAL OLx.85 10 FT. ftONBWM R-FHxTxMPWfl.1 » FORCE AT ROOF 798.8575 * UPLIFT/DOWNTHRUST » 1300 * MPW<4 FT. LONGITUDINAL TOTAL WALL <TW) « LENGTH OF SHEAR WALL (L1) > TRIBUTARY AREA (T) - MM*. PANEL WIDTH (MPW) - SHEAR 18.00 FT. 16.00 FT. 18.00 FT. 18.00 FT 513.55 «JFT. PLATE FORCES'ANCHOR «tRF-B*2F-FH)X TffTW) = NAfUMQ USE: 2 X PLATE VW16d NAILS O ANCHOR USE: 2 X PLATE W/ 1OT1IA. X1(T AA UPLIFT/DOWNTHRUST ROOF* FLOOR" INT WALL- EXT.WAU.3 BALCONY- C.WALL * 2.00 FT. 0.00 FT 9.00 FT. 0.00 FT 0.00 FT 0.00 FT. 36.00 0.00 72.00 0.00 0.00 0.00 TOTAL D.L. «110.00 HOLDOWN USE: P1 » TOTAL DU.85 MINIMUM EMBEDMENT T' INTO CONCRETE O.T.M. * R-FHxTxMPW/LZtfrt « R.M.«P1xMPW*2Q = NET UPLIFT - OTM^WMPW * 94 * ttl&JEBAUNS 643 *FT 4 IN. O.C. STAGGERED 17 tN. O.C. OR 2J. IN. O.C 82168 «FT 11968 «FT 4388 *FT 10 FT. 14. ONE SIDE R-FHxTxMPW/L1 » FORCE AT ROOF 8216.82 # UPUFTroOWNTHRUST - 4386 * MBTOW4K* MPW-16 FT. LONGITUDINAL UtiLS TOTAL WAUL <TW) » LENGTH OF SHEAR WALL (LI) < TRIBUTARY AREA (T) * MN. PANS. WtDTH (MPW) - SHEAR - «R-FH+(F-FHtx Tfl.1 32.00 FT. 12.50 FT. 14.00 FT 3.50 FT. 511.27iHFT. ROOF» FLOOR" INT.WALL- EXT.WALL* BALCONY- C.WALL * TOTAL O.I. - use PANEL 19.00 FT 0.00 FT. 0.00 FT. 9.00 FT. 0.00 FT. 0.00 FT. liQMEXK 361.00 0.00 0.00 144,00 0.00 0.00 505.00 PLATE FORCES/ANCHOR " (RF-H+2F-FH)X T/(TW) - NAILING USE: 2 X P1ATE VW1« NAILS Q ANCHOR USE: 2 X PLATE W/ 1/2"«A. X10" A.B. O 5/8-OIA.X10-A.B. Q MINIMUM EMBEDMENT T INTO CONCRETE UPLIFpDQWNTHRJjSJ O.T.M.» R-FHxTxMPW/L2»hl « R.M.-PluMPW^a- NET UPLIFT - OTM-AMMPW • HOLDOWNUSE: 429 * 2fi1*FT- A IN. O.C. STAGGERED 3S tN, O.C. OR 4fl (N. O.C. 17«94«FT 2829 *FT 4362 «FT PI - TOTAL DLx.85' FT 14 OWE woe 1 R-FHxTxMPWL1 » FORCE AT ROOF 1769.441 * UPLffT/DOWNTHRUST » 4362 # MPW'4 FT. LONGITUDINAL UMEC TOTAL WALLOW) » LENGTH Of SHEAR WALL {11) •• TRIBUTARY AREA <T) ' MW PANEL WIDTH (MPW) = SHEAR * «R-FH+(F.FH))C T/L1 24.00 FT. 16,00 FT 18.00 FT. 16,00 FT. 513.55 ROOF- FLOOR - IHT.WALL« EXT.WALL- BALCONY- C.WALL « TOTAL O.L.- USEPANa. 2.00 FT. 0.00 FT 9.00 FT. 0.00 FT 0.00 FT 0.00 FT. 14.fitJEJBQ£ 38.00 0.00 72.00 0.00 0.00 0.00 110.00 PLATE FORCES/ANCHOR « (RF-H+2F-FH)X T/(TW) * NAH.INO USE: 2 X PLATE W/1M NAILS Q ANCHOR USE: 2XPLATE W/ 1/2T)IA X 1(TA.B. Q 5WDIA.X1tTA.B. Q MtNIMUM EMBEOMENT r INTO CONCRETE UPUFT/DOWNTHRtJST O.T.M. « R-FHxTxMPW/L2rfi1 = NET UPLIFT - OTWRWMPW " 4J2 WFT. £ IN. 0 C STAGGERED 22 IN. o.c. OR 2S w. o.c. 82168 *FT 11068 WFT 4388 WFT HOLDOWNUSE: P1 « TOTAL DLX.S5 •94 * 10 FT U ONE SIDE R-FHxTxMPWrt.1 « FORCE AT ROOF 8216.82 * UPUFT/DOWNTHRUST * 4368 * H8T4BW/4X4 MPW 16 FT. LONGITUDINAL TOTAL WALL <TW) - LENGTH OF SHEAR WALL (L1) ' TRIBUTARY AREA <T) " MWf PANEL WIDTH <MPW) « SHEAR PLATE FORCES/ANCHOR • (RF-H+2F-FH)X T/(TW) « NAILING USE: 2 X PLATE W/1M NAILS O ANCHOR USE: 2 X PLATE W/ 1/2"DLA X 10" A.B. Q SVDtA.X10-A.B. O MINIMUM EMBEDMENT T INTO CONCRETE 88.00 FT. 32.00 FT. 13.00 FT 10.00 FT. 185.45 «ffT ROOF> FLOOR- INT.WALL* EXT.WALL* BALCONY* C.WALL » TOTAL O.L.» U8BPAHB. 19-00 FT. 0.00 FT. 0.00 FT. 8.00 FT 0.00 FT 0.00 FT tQttU&E 361.00 0.00 0.00 144.00 0.00 0.00 505.00 123 «FT 19W OC-3TAOGERED Sfi IN. O.C. OR 110 IN. O.C. UPLIFT/POWNTHRUST HOLDOWN USE: O.T.M. * R-f HxTxMPWfl-2xh1 * R.M. - PTxMPW*2/2 - NET UPLIFT « OTM-RWMPW « HOTRgQUHED 18543 WFT 21463 WFT -292 «WT PI-TOTALDLx.85-429 * 10 FT ZONE SIDE ' R-FHxTxMPWfl.1 « FORCE AT ROOF 1854.491 * UPUFTOOWNTHRUST- -202 * USE: MQTRgQUtWO MPW'10 FT. PROJECT: AYOUB APARTMENTS 218 PINE STREET, CARLSBAD, CA DATE:5/10/01 BASE SHEAR WALLS COMPONENT DEAD LOADS. ROOF- FLOOR- EXT.WALL» INT.WALL* BALCONY- CON.WALL- 19.00 PSF 15.00 PSF 16.00 PSF 8.00 PSF 20.00 PSF 0.00 PSF HEtGHTS FT. FORCES hi • 10.00 AT ROOF - h2= 20.00 AT2-FLR- h3= 2.50 AT BASE* FHf/FT. LONGITUDINAL 456.49 <R-FH) 186.40 (2F-FH) 20.60 (B-FH) LONQtrUDINAL LJNE1 TOTAL WALL (TW) - 48.00 FT. LENGTH OF SHEAR WALL (L1) - 46,00 FT. TRIBUTARY AREA (T) - 9.50 FT. WIN. PANEL WIDTH (MPW) - 6.00 FT. SHEAR - «R-FH+F-FH+0-FH)x Tfl.1 132.77 JHFT. PLATE FORCES/ANCHOR " (RF-H*2F-FH+B-FH)X T/(TW) - NAILING USE; 2 X PLATE W/16d NAU.S ® ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.8. @ 5/8"DIA.X10"A.B.® MINIMUM EMBEDMENT T INTO CONCRETE UPL^FT/DOW^f^HRUST O.T.M. HOLDOWN USE: FV-P ROOF- FLOOR" INT.WALL- EXT.WALL- BALCONY* C.WALL = TOTAL D.L. * USE PANEL 14,00 FT. 10.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 15 ONE SIDE HffT. 266.00 150.00 0.00 152.00 0.00 0.00 320.00 NET UPLIFT * OTM-RM/MPW PAHD42 131 «FT. IS IN. O.C. STAGGERED gO IN. O.C. OR £§ IN. O.C. 1328 *FT. 4896 «FT. 512 «FT. P1- TOTAL DU.85 =272 # 10 20 FT. FT. IS ONE SIDE R-FHxTxMPW/L1 • FORCE AT ROOF « F1 565.6507 WFT. 2F-FHxTxMPW/L1 • FORCE AT FLOOR " F2 230.9739 »FT. UPLIFT/DOWNTHRUST = USE: PAH042 512 «FT. 6 FT. LONGITUDINAL LINE 2 TOTAL WALL (TW) - 14.00 FT. LENGTH OF SHEAR WAU (L1) - 14.00 FT. TRIBUTARY AREA (T) » 10.00 FT. MIN. PANEL WIDTH (MPW) * 6.00 FT. SHEAR - «R-FHvF-FH+&-FH)x T/L1 459.21 «FT. PLATE FORCES/ANCHOR «(RF-H+2F-FH+B-FH)XT/<TW)» NAILING USE: 2 X PLATE W/16d NAILS © ANCHOR USE: 2 X PLATE W/ 1/TD1A. X 10" A.B. @ 5/8-DIA.X10-A.B.® MINIMUM EMBEDMENT T INTO CONCRETE FV»P ROOF- FLOOR* INT.WALL- EXT.WALL- BALCONY- C.WALL - TOTAL D.L* USgPAMgL 2.00 FT. 19.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 14ONESKH wuxn WFT. 38.00 285.00 152.00 0.00 0.00 0.00 455.00 g 1AMNG UPLIFT/PQWNTHRUST HOLDOWN USE'. O.T.M. »<F1xh2/MPWHF2)ch1/MPW)" R.M.» P1xMPW*2ffl " NET UPUFT - OTM-RM/MPW " HD5AWUX4 474 OTT. ^ IN. O.C. STAGGERED 17 IN. O.C. OR 21IN.O.C. 4592 «FT. 6962 «FT. 3432 *FT. P1 » TOTAL DL/.85 =387 10 H2 20 FT. FT, 14 ONE SIDE FORCE AT ROOF • F1 1956.386 */FT 2F-FH)tTxMPWfl.1« FORCE AT FLOOR - F2 798.8571 «FT, UPLtFT/DOWNTHRUST- 3432 1WFT. USE: HDSAW/4X4 MPW»6 FT. LONGITUDINAL TOTAL WALL (TW> - 5.33 FT. LENGTH OF SHEAR WALL <L1) - 5.33 FT. TRIBUTARY AREA (T) - 10.00 FT. M)N. PANEL WIDTH (MPW) * 2.67 FT. SHEAR • ((R-FH+F-FH+B-FH)X T/L1 1206.17 #FT. FV«P ROOF* FLOOR - INT.WALL- EXT.WALL- BALCONY- C.WALL - 14.00 FT. 15.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. WFT. 266.00 225.00 0.00 152.00 0.00 0.00 TOTAL O.U- 395.00 USE PANEL HF 9 - 32 HARDY FRAME PLATE FORCES/ANCHOR «(RF-H+2F-FH+B-FH)X T/(TW)« NAILING USE: 2 X PLATE W1M NAILS ® ANCHOR USE: 2 X PLATE W/ 1/2"D1A. X 10" A.B. @ Off O1A. X 1<T A.B. Q MINIMUM EMBEDMENT r INTO CONCRETE UPLIFT/DQWNTHRUST HOLDOWN USE; O.T.M. -(F1xh2yMPW)+(F2xh1/MPW)» R.M. - P1)(MPW*2n » NET UPLIFT * OTM-RM/MPW - 7/8" DU. X 18" DEEP. MtN. EMBEDMEMT ir 124S OTT. 1 IN. O.C. STAGGERED g IN. O.C. ORa IN. o.c. 12062 *FT. 1197 WFT. 11613 WFT, HARDY BOLT PER MFGR INSTRUCTIONS P1 = TOTAL DU.85' V 336 # hi 10 h2 20 FT. FT. R-FHxTxMPW/LI - FORCE AT ROOF - F1 2286.732 WFT. 2F-FHxTxMPW/L1 * FORCE AT FLOOR - F2 933.7486 WFT. HF 9 • 32 HARDY FRAME 3 FT. UPLIFT/DOWNTHRUST'11613 WFT. USE: 7/«" MA. X 18" DEEP. MM. EMBEDMENT 1S" HARDY BOLT PER MFQR INSTRUCTIONS LONGITUDINAL UNEB-0 TOTAL WALL (TW) = LENGTH OF SHEAR WAU (L1) < TRIBUTARY AREA (T) * MW. PANEL WIDTH (MPW)« 21.00 FT. 10.00 FT. 14.00 FT. 2.00 FT. SHEAR - «R-FH+F.FH+S-FH)x TA.1 900.05 «ffT. PLATE FORCES/ANCHOR " <RF-H+2F-FH+B-FH)X T/(TW) - NAILING USE: 2 X PLATE W/1M NAILS ® ANCHOR USE: 2 X PLATE W/ WDIA, X 10" A.B. 5/8'DIA.XKTA.B.ft FV«P ROOF- FLOOR - INT.WALL- EXT.WALL- BALCONY- C.WAa - 0.00 FT. 2.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0,00 FT. WFT. 0.00 30.00 152.00 0.00 0.00 0.00 TOTAL D.L. - USE PANEL 2HF 9^1 fc IMF M4. HARDY FRAM 200.00 UPUFT/DOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE OT.M. »{F1xtl2/MPW)+(F2xh1/MPW>- R.M." P1xMPW*2/2 = NET UPLIFT 9 OTM-RM/MPW - 7ffi- X 18" DEEP W/12- NUN. EMBEDMENT (N.O.C. STAGGERED IN. O.C. OR IN- O-C. 9000 **FT. 340 «FT. 8830 «FT. P1 HARDY BOLT PER MFGR. INSTRUCTIONS TOTAL DL/.85 = [I 170 # 10 FT. 20 FT. 2HF 9-32 & 1 Q.OO MPW'2 FT. R-FHxTxMPW/L1 - FORCE AT ROOF - F1 1278.172 «FT. ZF-FHjO-xMPW/LI * FORCE AT ROOR « F2 521.92 «FT- UPLIFT/DOWNTHRUST USE: 8830 HtfFT. 7/8- X 16" DEEP W/ ir M1M. EMBEDMEMT HABPY BOLT PER MFGR. IM8TRUCTIQMS LMCITUDINAL TOTAL WALL (TW) * LENGTH OF SHEAR WALL (L1) < TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW) - 16.00 FT. 16.00 FT. 15.00 FT. 16.00 FT. SHEAR * ((R-FH+F-FH+B-FH)x T/L1 PLATE FORCES/ANCHOR - <RF-H+2F-FH+B-FH)X T/(TW) = NAILING USE: 2 X PLATE W/16d NAJLS @ ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. ® 5/8"DIA.X1<rA.B.® MINIMUM EMBEDMENT T INTO CONCRETE FV-P ROOF- FLOOR- INT.WAU- EXT.WALL" BALCONY- C.WALL - TOTALD.La USE PANEL 2.00 FT. 2.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 1* ONE SIDE tfFT. 38.00 30.00 152.00 0.00 0.00 0.00 200.00 W4X FRAMING 622 5 IN. O.C. STAGGERED 12 IN. O.C. OR IfilN.O.C. UPfJFTyDOWNTHRUST O.T.M. -(F1xh2/MPW)*(F2xh1A1PW>- R.M. - PlxMPW*2/2 - NET UPLIFT * OTM-RM/MPW = HOLDOWN USE: HDSAWMX4 6027 WFT. 21760 *FT. 4667 WFT. P1= TOTAL DUAS 170 # 10 h2 FT. 20 FT. 14 ONE SIDE WMX FRAMING 16 FT. R-FHxTxMPW/L1 - FORCE AT ROOF • F1 6847.35 «FT. 2F-FHxTxMPW/L1 - FORCE AT FLOOR - F2 2796 IWFT. UPLIFT/DOWNTHRUST •4667 HMT. USE:HD5AW/<X4 2 LONGITUDINAL UHLfi TOTAL WAUfTW) - LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW) - SHEAR * «R-FH+F-FH+B-FH)x Tfl.1 67.00 FT. 60.00 FT. 13.00 FT. 18.00 FT. 139.29 iffT. PIATE FORCES/ANCHOR - (RF-H+2F-FH+B-FH)X T/(TW) * NAILING USE: 2 X PLATE W/16d NAILS <3 ANCHOR USE: 2 X PLATE VW 1«"DIA. X 1CT A.B. UPLIFTyDQVWTHRUST FV«P ROOF- FLOOR - INT.WALL- EXT.WALL» BALCONY- C.WALL - TOTAL D.L- USE PANEL 19.00 FT. 1.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 18 OMB SIDE WFT. 361.00 15.00 0.00 152.00 0,00 0.00 185.00 HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE O.T.M. -(F1xh2/MPWHF2xh1JMPW)« R.M. - P1xMPW*2/2 - NET UPLIFT * OTM-RM/MPW * NOT REQUIRED 13 IN. O,C. STAGGERED 61 IN. O.C. OR ZZ IN. o.c. 1393 *FT. 25475 *FT. -22 WFT. P1 * TOTAL OU.85'157 # 10 h2 20 FT. FT. 16 ONE SIDE 0.00 R-FHxTxMPW/L1 - FORCE AT ROOF « F1 1780.311 1MT. 2F-FHxTxMPW/L1 • FORCE AT FLOOR - F2 726.96 WFT. UPUFT/OOWNTHRUST - MOT REQUIRED -22 WFT. MPW'18 FT. LATERAL FORCE ANALYSIS PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 WEIGHT OF: CON TILE ROOF FLOOR = CONC. WALL = 19.00 PSF 15.00 PSF 0.00 PSF EXT. WALL' INT. WALL « BALCONY = 16.00 PSF 8.00 PSF 20.00 PSF HEIGHT OF: EAVE = FLOOR = BASE = 20.00 FT. 10,00 FT. 0.00 FT. h3 H2 hi 20.00 FT. 10.00 FT. 2.50 FT. FORCES: TRANSVERSE AT ROOF: SEISMIC LENGTH ROOF» FLOOR NUMBER #/SF V-Cv1/RT*W ROOF EXT. WALL INT. WALL WIND: 38.00 4.50 4.50 HEIGHT: 14.00 1.00 2.00 2.00 #/S.F. 22.00 19.00 16.00 8.00 0.174 0.174 0.174 TOTAL 38.00 FT. 36.00 FT. 125.63 25.06 12.53 163.21 #/FT. 308.00 #/FT. AT FLOOR: SEISMIC LENGTH NUMBER */ SF V«Cv1/RT»W FLOOR EXT. WALL (NT. WALL BALCONY CONC.WALL 36.00 9.50 9.50 0.00 0.00 1.00 2.00 2.00 0.00 0.00 15.00 16.00 8.00 20.00 0.00 0.174 0.174 0.174 0.174 0.174 WIND:HEIGHT:#/S.F. 10.00 22.00 TOTAL 220.00 #/FT. AT BASE: SEISMIC LENGTH.NUMBER WSF V*Cv1/RT»W FLOOR EXT. WALL INT. WALL CONC.WALL WIND: 0.00 5.00 5.00 0.00 HEIGHT. 5.00 0.00 2.00 1.00 0.00 #/S.F. 22.00 15.00 16.00 8.00 0.00 0.174 0.174 0.174 0.174 TOTAL #/FT. 110.00 #/FT. PROJECT: AYOUB APARTMENTS 218 PINE STREET CARLSBAD, CA 92008 DATE:5/4/01 LATERAL FORCE DISTRIBUTION WIND GOVERNS: DISTRIBUTION FOR INFORMATION ONLY FORCES: TRANSVERSE FORCE/ACCUMULATED PLACE wx*/FT hxFT. hxwxFT* MX % Wx«/FT AT ROOF AT FLOOR AT BASE 308.00 173.30 110.00 20.00 10.00 2.50 6160.00 1733.04 275.00 0.75 0.21 0.03 445.94 125.46 19.91 Wx *FT 445.94 571.40 591.30 591.30 8168.04 1.00 591.30 PROJECT: AYOUB APARTMENTS 218 PINE STREET, CARLSBAD, CA DATE:5/4/01 2ND FLOOR SHEAR WALLS COMPQNgMT MAD LOADS: ROOF" FLOOR - EXT.WALL" WT.WALL. BALCONY- CON. WALL* 19.00 PSF 15.00 PSF 16.00 PSF 8.00 PSF 20.00 PSF 0.00 PSF HEIGHTS FT KMdS M* 10.00 AT ROOF" H2 = 20.00 AT2-FLR- h3« 2.50 AT BASE" FHMFT. TIUMBUEMe 308,00 tlWHi 173.30 (2F-FH) 110.00(B-FH) TRANSVERSE TOTAL WALL (TW) - LENGTH OF SHEAR WALL (LI)' TRIBUTARY AREA (T) « MIN PANEL WIDTH (MPW) = SHEAR 26.00 FT 16.00 FT. 14.50 FT 16.00 FT. 279.13 ROOF. FLOOR" INT.WALL" EXT.WAIJ." BALCONY" C.WALL - 6.00 FT. 0.00 FT. 0.00 FT. 9.00 FT 0.00 FT. 0.00 FT 114.00 0.00 0.00 144.00 0.00 0.00 TOTAL D.L. *258.00 PLATE FORCES/ANCHOR »(RF-H*2F-FH)X T/fTW) - NAILING USE: 2 X PLATE VW1W NAILS O ANCHOR USE: 2X PLATE Vtt 1/2DIA X 10" A.B. ffl 5W D(A. X 10" AB. 6 MINIMUM EMBEDMENT T WTO CONCRETE IN. O.C. STAGGERED IN. O.C. OR IN. o.c. UP^gt/pQWjfrHRUST O.T.M. - R-FHxTxMPW/L2xh1 = 44660 «FT R.M. = P1XMPW2Q ^ 28070 *FT NET UPLIFT « OTttflMftlPW . 1037 WFT HOLDOWNUSE: 219 #P1=TOTALCHjt85' 10 FT IONESDE 1 R-FHxTxfc«PWA.1 - FORCE AT ROOF 4466 * UPLIFT/DOWNTHRUST - 1037 # USE; U»TI?B 16 FT. TRANSVERSE UMEJ TOTAL WALL (TW) » LENGTH OF SHEAR WALL (L1) • TRIBUTARY AREA (T) - MM. PAWL WIDTH (MPW) » SHEAR = «R-FH*(F-FH)x T/L1 36.00 FT 30.00 FT 18.00 FT 30.00 FT 104.80 MT. ROOF* FLOOR" WT.WALL- EXT.WAU" BALCONY* C.WALL « 2.00 FT. 0.00 FT 9.00 FT. 0.00 FT. 0.00 FT. 0.00 FT 38.00 0.00 72.00 0.00 0.00 0.00 TOTAL O.L 110.00 1 fACHKDf PLATE FORCES/ANCHOR - <RF-H+2F-FH)X T^TW) - NAILH4O USE: 2 X PLATE W/16d HMLS Q ANCHOR USE: 2 X PLATE W 1/TDIA. X 11T A.B. 241 *FT. U IN O.C. STAGGERED £2 IN, O.C. OR Q2. IN o.c. MINIMUM EPffiEDMENT 7~ INTO CONCRETE MPJ-lgflDOvyNTHRyST O.T.M. RM.-P1xMPW"2/2» NST UPLIFT " 07M-RM*!PW - HOLDOVm USE; 94 f 55440 «fT 42075 «FT 446 #fl=T P1» TOTAL DU.851 hi = 10 FT. 1 EACH SIDE ! R-FHxTxMPV*L1 « FORCE AT ROOF 5544 * UPUFT/0OWNTHRUST » 446 # MSILM MPW-SOFT. TRANSVERSE UMti TOTAL WAll(TW} «= LENGTH OF SHEAR WALL (LI) > TRIBUTARY AREA (T) - MN. PANEL WIDTH (MPW) - SHEAR • «R-FH+<F-FH)x T/L1 PLATE FORCES/ANCHOR »(RF-H+2F-FH)X T«TW) - NAILING USE- 2 X PLATE VW1«d NAILS O ANCHOR USE: 2 X PLATE V* IQtMA. X1CT A.B. O 5WDIA.X1CTA-B. ft httNMUM EMBEDMENT r INTO CONCRETE UpgFTJpOyWTHRUST O.T.M. * R-FHxTxMPW/L2xh1 • R.M. - P1xMPW*2/2 " NET UPLIFT « OTM-RI*MPW » HOLDOWN USE. 94 # 17.00 FT. 16.00 FT 19.00 FT 16.00 FT 165.75 MT. ROOF- FLOOR- NT.WALL* EXT.WAU= BALCONY- C.WAU. > TOTAL O.L- USeFANB. 2.00 FT 0.00 FT 9.00 FT. 0.00 FT. 0.00 FT 0.00 FT. SoNBaroe 38.00 0.00 72.00 0.00 0.00 0.00 110.00 52fi«FT. 2 IN. O.C. STAGGERED 22 n*. o.c. OR 2fi IN o c, 5B520WFT 11966 *FT 2910 «FT P1 = TOTAL OLx.85 » til 10 FT. tow sue R-FHxT>«PWU « FORCE AT ROOF 5852 * UPLIFT/DOWNTHRUST - 2910 # U8C: f*»TI<» MPW'18 FT. 22.00 FT 7.00 FT 8.00 FT. 3.00 FT TRANSVERSE UttEi TOTAL WALLOW) = LENGTH OP 3HEW WALL IL1) • TRIBUTARY AREA (T) - MW. PANEL WIDTH (MPW)« SHEAR * «R-FH+<F-FH)x Tfl.1 PLATE FORCES/ANCHOR « (RF*+2F^H)X TlflWJ - US «FT. NAILING USE 2 X PLATE W/16d NAILS O 35 IN. O.C. STAGGERED ANCHOR USE: 2XPLATE W/1ffTHAX10"AB.Q flfl IN O.C OR W OIA X t(T AB, O & IN. O.C. MINIMUM EMBEDMENT T INTO CONCRETE ROOF- FLOOR - MT.WALL* EXT.WALL" BALCONY- C.WALL = 6.00 FT. 0.00 FT. 0.00 FT. 9.00FT 0.00 FT. 0.00 FT 114.00 0.00 0.00 144.00 0.00 0.00 TOTAL D.L"266.00 UgLffT/OOWNTHRUST O.T.M. * R-FHxTxMPWL2*1 - NET UPLIFT - OTM-HMMPW * 219 * 10560 «FT 987 «FT 3191 WFT HOLDOWN USE: PI » TOTAL DLX.BS ' 10 FT. fi o« SIM R-FHxTi*IPWL1 « FORCE AT ROOF 1056 * UPUFT/DOWNTKRUST • 3191 * USfc MPW*3 FT. PROJECT: AYOUB APARTMENTS 218 PINE STREET, CARLSBAD. CA DATE:5/10/01 BASE SHEAR WALLS COMPONENT DEAD LOADS: ROOF « 19,00 PSF FLOOR- 15.00 PSF EXT.WALL* 16.00 PSF INT.WALL* 8.00 PSF BALCONY* 20,00 PSF CON.WALL- 0.00 PSF TRANSVERSE LINE A TOTAL WALL (TW) * LENGTH OF SHEAR WALL <L1) - TRIBUTARY AREA (T) - MIN. PANEL WIDTH (MPW) - HEIGHTS FT. FORCES hi = 10.00 AT ROOF" h2s 20.00 AT2-FLR* h3" 2.50 AT BASE- FV-P 5.33 FT. ROOF » 5.33 FT. FLOOR » 5.50 FT. INT.WALL» 2.67 FT. EXT.WALL* BALCONY- C.WALL - fHWTT. TRANSVERSE 308.00 (R-FH) 173.30 (2F^H> 110.00(B^H) 6.00 FT. 1.00 FT. 0.00 FT. 19.00 FT. 0-00 FT. 0.00 FT. I/FT, 114.00 15.00 0.00 152.00 0.00 0.00 SHEAR «((R-FH+F-FH+B-FH)xT/L1 TOTAL D.L.« 185.00 496.65 i/FT. USE PANEL HF 9-32 HARDY FRAME PLATE FORCES/ANCHOR - <RF-H+2F-FH+B-FH)X T/(TW) « NAILING USE: 2 X PLATE W/164 NAILS © ANCHOR USE: 2 X PLATE W/ VTDIA. X 1<T A.B. ® 5W DIA. X10- A.B. @ MINIMUM EMBEDMENT T INTO CONCRETE UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M. »(F1xh2/MPW)+(F2xh1/MPW)» R.M.« P1xMPW*2>2 « NET UPLIFT » OTM-RMWPW » 7/8" X 16" DEEP MIN. 12" EMBEDMHT 610HVFT. 5 IN. O.C. STAGGERED 15 IN. O.C. OR IS IN. O.C. 4967 «FT, 561 «FT. 4757 «FT. HARDY SQL P1 = TOTAL DL/.85' PER MFGR. INSTRUCTIONS 157 # hi 10 20 FT. FT. HF 9-32 HAR 0.00 R-FHxTxMPW/L1 • FORCE AT ROOF » F1 848.5891 #*T. 2F-FHxTxMPW/L1 " FORCE AT FLOOR « F2 477.4691 «FT. UPLIFT/DOWNTHRUST«4757 USE: 7/8" X 16" DEEP BUM. 12" EHBEDMNT HARDY BOLT PER MFQR. INSTRUCTIONS MPW'3 FT. TRANSVERSE LJNEA-0 TOTAL WALL (7W) * LENGTH OF SHEAR WALL (L1) TRIBUTARY AREA (T) » MIN. PANEL WIDTH (MPW) - 20.00 FT. 20.00 FT. 19.00 FT. 20.00 FT. SHEAR »«R-FH+F-FH+B-FH)x T/L1 457.24 *FT. FV-P ROOF« FLOOR- INT.WALL- EXT.WALL- BALCONY- aWALL " TOTAL D.L « tfSE PANEL 0.00 FT. 2.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. 9 ONE SIDE *FT. 0.00 30.00 152.00 0.00 0.00 0.00 200.00 PLATE FORCES/ANCHOR * (RF-H+2F-FH+B-FH>X T/(TW)« NAILING USE'. 2 X PLATE WM6d NAILS Q ANCHOR USE: 2 X PLATE W/ 1/2t)lA. X NT A.B. UPUFODOWNTHRUST HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE O.T.M. -<Flxh2/MPW)+(F2xh1/MPW)- R.M. • P1xMPW*M - NET UPLIFT « OTM-RMMPW * HD5AWMX4 4 (N.O.C. STAGGERED 17 IN. O.C. OR 2 IN. O.C. 4572 «FT. 34000 WFT. 2872 «FT. P1 * TOTAL DL/.85 «170 # 10 h2 20 FT. FT. R-FHxTxMPW/U1 * FORCE AT ROOF - F1 5852 «rr. 2F-FHxTxMPW/L1 - FORCE AT FLOOR - F2 3292.7 WFT. UPLIFT/DOWNTHRUST- 2872 «FT. USE* HDSAW4X4 MPW'20 FT. TRANSVERSE UME3 TOTAL WALL (TW) - LENGTH OF SHEAR WALL (L1) < TRIBUTARY AREA (T) - MtN. PANEL WIDTH (MPW) - 24.00 FT. 24.00 FT. 20.00 FT. 24.00 FT. SHEAR - «R-FH+F-Fm-B-FH)x TA.1 PLATE FORCES/ANCHOR - (RF-H+2F-FH+6-FH)X T/fTW)« NAILING USE: 2 X PLATE W/16d NAILS Q ANCHOR USE: 2 X PLATE W/ 1/2"DIA. X 10" A.B. @ 5ffl-DlA.XKTA.B-© MINIMUM EMBEDMENT T INTO CONCRETE FV«P ROOF- FLOOR - iNT.WALL« EXT.WALL" BALCONY- C.WALL » TOTAL D.L. - USE PANEL 0.00 FT. 20.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. SOME SIDE •/FT. 0.00 300.00 152.00 0.00 0.00 0.00 470.00 UPLIFTyPOWNTHRUST HOLOOWN USE: O.T.M. -<F1xh2/MPWMF2xh1/MPW)- R.M.«P1xMPWSU2- NET UPLIFT » OTM-RM/MPW » NOT REQUIRED 493 *FT. 4 IN. O.C. STAGGERED Ig IN. O.C. OR 24 IN. O.C. 4011 *FT. 115056 «FT. -783 «FT. P1 » TOTAL DU.85 «400 # 10 H2 20 FT. FT. » ONE SIDE R-FHxTxMPW/LI - FORCE AT ROOF - F1 6160 «FT, 2F-FHxTxMPW/L1 - FORCE AT FLOOR - F2 3466 #/FT. UPLIFT/DOWNTHRUST -783 IWFT. USE:NOT REQUIRED 0 24 FT. TRANSVERSE UME4 TOTAL WALL (TW> » 20.00 FT. LENGTH OF SHEAR WALL (L1)" 20.00 FT. TRIBUTARY AREA (T) - 17.00 FT. MM. PANEL WIDTH (MPW)« 20.00 FT. SHEAR - «R-FH+F-FH+B-FH)x T/L1 409.11 */FT. PLATE FORCES/ANCHOR - <RF-H+2F-FH+B-FH)X T/(TW) - NAILING USE: 2 X PLATE W/16d NAILS © ANCHOR USE: 2 X PLATE W/ 1/2T5IA. X 10" A.B. UPUFT/DOWNTHRUST FV»P ROOF" FLOOR" INT.WALL- EXT.WALL- BALCONY- C.WALL - TOTAL D.L» USEPAMEL 0.00 FT. 17.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 0.00 FT. aOMESIDE f/FT. 0.00 255.00 152.00 0.00 0.00 0.00 425.00 HOLDOWN USE: MINIMUM EMBEDMENT T INTO CONCRETE O.T.M. -<F1xh2/MPWHF2xh1/MPW>- R.M. - P1xMPW*2/2 » NET UPLIFT * OTM-RM/MPW » HD2AWMX* 4 IN. O.C. STAGGERED 12 IN. O.C. OR 2SIN.O.C. 4091 «FT. 72250 «FT. 479 «FT. P1 » TOTAL DL/.85 i 361 # 10 h2 20 FT. FT. R-FHxTkMPW/t1 • FORCE AT ROOF - F1 5236 «FT. 2F-FHxTxMPW/L1« FORCE AT FLOOR « F2 2946.1 */FT. UPLtFT/DOWNTHRUST • HD2AW/4X4 a 479 «FT. 20 FT. TRAmVERSE UMES TOTAL WALL (TW) - 18.00 FT. LENGTH OF SHEAR WALL (L1> * 8.00 FT. TRIBUTARY AREA (T) « 7.00 FT. MtN. PANEL WIDTH (MPW) - 8.00 FT. SHEAR " <(R-FH+F-FH+e-FH)x T/L1 421.14 PLATE FORCES/ANCHOR • (RF-H+2F-FH+B-FH)X T/(TW) • NAILING USE: 2 X PLATE W/16d NAILS ® ANCHOR USE: 2 X PLATE W/ 1/2T31A. X 10" A.8. $ WDIA.XIO-A.B.® MINIMUM EMBEDMENT T INTO CONCRETE FV-P ROOF- FLOOR" 1NT.WALL- EXT.WALL- BALCONY" C.WALL " TOTAL D.L- U8E PANEL 6.00 FT. 7.00 FT. 0.00 FT. 19.00 FT. 0.00 FT. 0.00 FT. 9 ONE SIDE WFT. 114.00 105.00 0.00 152.00 0.00 0.00 275.00 UPLIFT/DOWNTHRUST HOLDOWN USE: O.T.M. -<F1xh2WPW)+(F2xh1/MPW)- R.M. - P1xMPW*2/2 - NET UPLIFT - OTM-RM/MPW - HDSAW/4X4 g (N. O.C. STAGGERED 41 IN. O.C. OR 51 IN. O.C. 4211 HI/FT. 7480 *FT. 3276 «WT. P1 « TOTAL DU.86 234 # hi 10 20 FT. FT. 9 ONE SIDE 0.00 MPW'8 FT. R-FHxTxMPW/L1 » FORCE AT ROOF « F1 2156 »FT. 2F-FMxTxMPW/L1 - FORCE AT FLOOR - F2 1213.1 «FT. UPLIFT/DOWNTHRUST < HDBAWI4X4 2 3276 *FT. : ' SHEAR WALL SCHEDULE PMSTNBR CDfiE MELD NO. OP MARK DttCHIPTTON SPAC* S»AC'fl SIDES A 1/3* 0TF5UM WALLBOARD NOTE-9 A 1/2* tftTSUM WALLBOARD NOTB-9 A W2* WTPSUM WALLBOARD .A a»" SffPSUM WALLBOARD A 1/2' SYPSUM WALLBOARD "* NOTE-9 A S>»* 6VPSUM W^LBOARD Ay 3/6- CO-X PLYWOOD A S/6* CD-X PLYWOOD (24/10; ^^ 3/B' CO-X PLYWOOD (24X0) A 3/61 CD-X PLYWOOD (24/0) A 1/2' CD-X PLYWOOD A 1/2" CO-X PLYWOOD A t/2* CD-X PLYWOOOP (32/16) y\ i/a- CD-X PLYWOOD (32/16) A "MB- STUCCO ORP.C. ^.^SiTER W/PAf^Rf* SACKED LATH A "MB1 STUCCO OR P.C. PLASTER W/FAPER- BAGKEDLATH 3d COOLER Sd COOLER 3d COOLER 6d COOLER 3d COOLER 6d COOLER fid COMMON fid COMMON Ad COMMON fid COMMON iod COMMON lOd COMMON lOd COMMON tOd COMMON I6ga. STAPLES (690. STAPLES "T* OjG« A ^rJ&» 4* T?jG*i T* OjC. 4-0*. 4-0*. 6"0j&. 4'OjC. S'OJO. •2' 06. 6'OjC. 4'0£. VaC •2-0^. 6'0^ 3"or.. TO£* 4'0*. 4-0*. "T* O£> 4*0*. 4'O.C. 12" Ofi. 12" OJC,. 12' 0£. 12* OdC. 12' OdC, 12' OjC.. 12' O-C. 12' 0&. 6-0^. 3" O^. 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 I 2 1 2 1 2 1 2 1 2 1 2 ffjLOK. too 200 129 290 00 900 IB 290 149 240 rm 990 260 990 960 -MO 4*2 464 640 1260 910 620 460 42O 600 1200 •no 040 160 200 929 690 SOLE PLATE ATTACtfrEMT EXT.mLL SILL TDCONC. TO WOOD 8WDIA. AB9 •13* WDIA. AB» *46" 9/ftTOA. ^W9 «64' 3/B-DtA. AB-S «60* 9A"DIA. ABtt •92' S/fi-DIA. AB* *1Y 3/B-DIA. AB-S •46- 5»"DtA. AB* «32* 3/B-DIA. AB-S •46' SWDIA. A»S »24" U^^^ 5WD1A. AB-5 «24' a»-DlA. ABB «I6B 3/fi"DIA. AB9 «I6- &WDIA. AB9 •16" 5»-DtA. AB-9 0I6* S/ft'DtA. AB9 •I6I 9AVIA. AB'S •92* aC-DIA. AB'S tfifi1 a»T3IA. AB'S •»' a»T7IA- AB'S ate1 VfttnA. AB'S «t6' SVSn^lA. AB'S »fe' SMB^IA. AWS •46* a«-DIA. AB'S 024* SWDtA. AB'S «92 S/B-DIA, AB'S *I6( fed COMH NAIL «I6' fed COMH NAIL «6- fed COMH NAtL »12" fed COMH NAIL «6' fed COMH NAIL •*' fed COMH NAIL *4' fed COMH NAIL •*' (6d COMH NAtt. «6' fed COMH NAIL AI21 fed COMM. NAtL •*' fed COMH NAIL «6B fed COMM. NAIL *4' fed COMM. NAIL mb* fed COMH NAIL «S' fed COMM. NAIL «4' fed COMM. NAIL «2' I6d COMM. NAtL •»" I6d COMM. NAIL fl23' I6d COMM. NAIL «4' I6d COMM. NAIL «2* I6d COMM. NAIL *4' I6d COMM. NAIL *2* I6d COMM. NAIL «2 J1 t6d COMM. NAIL 02' fed COMH NAIL *6' fed COMH NAIL «4* fed COMM. NAIL •41 fed COMH NAIL «23R NOTE . 1. n.YNOOD PANEL CDflCS TO BE 9OUD BLOCIfflS. 2. HHB« * * ' OCCURS MVAMMft SHALL BE 3X NOMINAL OR THICKER 9. SHEAR HALL VALUE POR DRTWALL MJ6T BB HgJUCB? 3O » HLHL SPflMfc LOADS flOVPOC. 4. ALL FT.Y-HOOO SHEAR SHALL BE AmJED TO ffACe OP PRAMMft SttD. 9. ADJOINII« n.Y-HOOP PANEL STUD SHALL BE 3X ^ ICtt NAN. SPECJNH3 6. KH9FV ALLOWABLE 3HBAR VALUES EMCEEO 999 PLP IN WOOD STRUCTURAL PANBL SHEAR WALLS, FOUNDATION flILLPLATeS AND ALL FRAMIN6 BME NA1UN6 PROM ^onTM* PANBLS SHALL NOT BE LESS THAN A SINSLE 9" WMINAL I B ULK IN SHEAR WALLS >*«« n« TOTAL WALL DES)6N SHEAR BOEft NOT EXCEB7 6CO PLP, A SINtiLE 2* NOMINAL SILLPLATE MAY BE USED, PROVIDED THE ANCHOR BOLT5 ARE DBWND fOR A LOAD CAPACITY OP 90ft OR "*•* OP THE ALLOWABLE CAPACITY. 1. THE MINIMX NOMINAL ANCHOR BOLT DIA^«TER SHALL BE 3/B'. d. SOLBaLATE WAWBtS f MINtKJM SIZE OP 2'X 2'X 9/16* J SHALL BE USED ON EACH ANCHOR BOLT.