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Home My WebLink About1015 CHESTNUT AVE; A2; CB940776; PermitBUILDING PERMIT 08/08/94 11:25 Page 1 of 1 Job Address: 1015 CHESTNUT AV Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 205-190-25-04 Loti'#: Valuation: 11,000 (| Construction Type: NEW I: Occupancy Group: Reference*: Description: OFFICE REMODEL LAW OFFICE Appl/Ownr : AMERICAN MASTERS 1880 MARRON ROAD #104 CARLSBAD, CA " *** Fees Required *** Permit No: CB940776 Project No: A9401088 Development No: . 8115 08/08/94 0001 01 02 C-PRMT 187-00 Status: ISSUED Applied: 06/27/94 Apr/Issue: 08/08/94 Entered By: DC 619 720^0904 •'.•Fees,Collected & Credits', s \ / *->_/ /-; \*** Fees : Adjustments: Total Fees: Fee description / 26^.00 ^ TotalxCredits, „ TotB'r I/V4 '"Balance \ / . 00 82.00 187.00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Enter "Y" for Electric Issue\Fee>/ Remodel/Alter Per AMP\ ^~^ \ U >( * ELECTRICAL TOTAL x ((' J^"~\ Enter 'Y' for Mechanicalx Issue) F,ee> Install Furn/Ducts/Heat "p-umpTsT , ~> * MECHANICAL TOlTAL \, >J- // > 00 126.00 82 . 00 2. 00 210.00 N 10.00 Y 25.00 35.00 15.00 Y 9. 00 24. 00 CITY OF CARLSBAD 2075 Las Palmas Dr.', Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palnas Dr.. Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE From list 1 (see back) give code of Permit-Type: For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units 2. PROJECT INFORMATION PLAN CHECK NO. EST.VAL /// @-t O PLANCKDEPbsrr " VALID. BY_ DATE 15*5 05/27/94 OCOlu 3i 02 32 .- FOR OFFICE USE ONLY Address / Q f^ Nearest Cross Street fjYt: c O Building or Suite No. LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BELOW IF SUBMITTED: D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK 0/rprri SQ. FT.flflnf.0 # OF STORIES # OF BEDROOMS # OF BATHROOMS 3. CUNIAC1 PERSON (it aiiterent from applicant/ NAME (last«name first) -^ x-^", //^f ^ ADDRESS—s> s /(T^^-, c&s- CITY X^ STATE ZIP CODE DAY TELEPHONE 4. APPLICANT J2IJJONTRALTOK U AGENT FOR CONTRACTOR D OWNER a AGENT KJR OWNER NAME (last name first) p[^CatrAs ftMIcflF ADDRESS /Jfrc> /T]rt##urf fl O , ^#- STATE ZIP CODE DAY TELEPHONE !>.PROPERTY NAME (last CITY c/ OWNER name first) 1^ ^! (P*<=--7T£ ^ t-TC\-)ftgo t/-fcT»> STATE C/9 ZIP CODE 9* ADDRESS /0f;T Ct-j£j7sf«7 ' 0 t> y DAY TELEPHONE *7 <? *i /?•£ ^-0 TOD •& /?-? 6. CONTRACTOR NAME (last name first) CITY fr)Q5'7f.f3 ADDRESS I Ft<* STATE O? ZIP CODE f2-Oi>Y DAY TELEPHONE 9-?t> ~ cJ^ STATE LIC. # JfPV6f3 LICENSE CLASS 3 _ CITY BUSINESS LIC. # f ] ^ / '<-> DESIGNER NAME (last name first) CITY ADDRESS STATE ZIP CODE DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby attirm that I have a certificate ot consent to self-insure issued by the Director or Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). -—^ \-//iINSURANCE COMPANY $7 A 7 £POLICY NO. ( 3^^ Hff -fy EXPIRATION DATE 3/%r' Certificate ot 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. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-builder Declaration: 1 Hereby attirm tnat 1 am exempt from tne Contractor's License Law tor the following reason: D 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.). D 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). D I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing 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]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES ST NO Is the applicant or future building occurant required to obtain a permit from the air pollution control district or air quality management district? D YES "STNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES fil NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby attirm that there is a construction lending agency tor the performance ot the work tor which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION 1 certify that I have read the application and state that the above information is correct. T 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 SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building-Code). APPLICANTS SIGNATURE A ••// n LI —/ DATE: O/76/fV fW-Ac/i/ K/ <T^ / WHITE: File YELLOW: Applicant PINK: Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ^jjJEj? PLANNING U/M WATER PLAN CHECK* : CB940776 DATE: 09/06/94 PERMIT*: CB940776 PERMIT TYPE: ITI PROJECT NAME: OFFICE REMODEL LAW OFFICE ADDRESS: 1015 CHESTNUT AV i CONTACT PERSON/PHONE#: MW ' SEWER DIST: CA WATER DIST: CA RECEIVED SEP - 6 INSPECTED DATE . BY: C. KJMJLeJ^ INSPECTED: 10 /7/7^ APPROVED >L DISAPPROVED INSPECTED DATE BY: ; INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB940776 FOR 12/07/94 DESCRIPTION: OFFICE REMODEL LAW OFFICE TYPE: ITI JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 1015 CHESTNUT AV AMERICAN MASTERS PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCKtf CB940776 OCC GRP CONSTR. TYPE NEW STE: LOT: 619 720-0904 REMARKS: MWW/JEFF/941-1113 SPECIAL INSTRUCT: INSPECTO: TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 090694 Final Combo CO PD 081594 Interior Lath/Drywall AP PY 081194 Frame/Steel/Bolting/Welding AP PD WALLS 081194 Rough Electric AP PD 080994 Frame/Steel/Bolting/Welding CO PD ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: -7- 2--? -7^ _ _ QAPPTJCANT~~~ ' "" JURISDICTION:, _ . QFILE COPY PLAN CHECK NO: ?4 - 7 7£ _ SET; -LU- _ QUPSDESIGNER PROJECT ADDRESS; 1 0 / 5~ C-/-fc*,-TAjlA.7~ PROJECT NAME; <3FF-/C-(T The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified '$&&' £LeMfrE(^> frc^Loto are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. • D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. r~j The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted; Date contacted: Telephone REMARKS: TiTCfT ^^ lSfr&LeO fr&CJE S <~> TO By;' fr&g DOLt£/\)T(T Enclosures: ESGIL CORPORATION -^ 2 ^ <p.:£ DGA DCM DPC ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7- /<"- ^ ; ; Q APPLICANTBJURISDICTION 1JURISDICTION: CtT^f OF ^AfcL,*>e>rt& _ [JPLAN CHECKER' ~ QFILE COPY PLAN CHECK NO: 9 */ - 77^ _ SET; Ji- _ QUPSQDESIGNER PROJECT ADDRESS; rots' <£?frgs7WttT /^°r£:... ^T^ A ~2 PROJECT NAME; D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I — | The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- ' cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1 ;•» The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of .the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Of- Esgil staff did not advise the applicant contact person that plan check has been completed. j 1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: _ Date contacted: Telephone REMARKS; • By; fQ&/? iJ&L t i~AJ < gr Enclosures: ESGIL CORPORATION 7 „•>•_ _, ,, 'i ~~ .< ' '«-*- DGA ' DCM ' DPC JURISDICTION! d4-l2-LS> ft fi-D Date piihs received by plan checker; PLAN CHECK NO.; PROJECT ADDRESS: TO; Date plan recheck completed; '7//g/9/-By;£>£><- 1 £ / £/ 5" RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE _READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A, PLANS©ji. 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me questi°ns regardin8 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 0Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No Form No. RPCS.i»1290 DOCUMENTATION OF UNREASONABLE HARDSHIP . - - job Address /4/-S c /Wm**/ /It^^ <TJf fl^i. Plan Check No_ Ovmer /^ g /^•^^•^O _ &ctt c^-r Date f— b It is reauested that the above named project be aranted an exception from the reauirements of the State of" California Title 24 handicapped 'accessibility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED • COST OP ITEMS TO BE EXEMPTED . / ' -T 2. The cost of all construction without excepted items, is -. / / / 7 / 3. The invoact on financial feasibility of the project, if the requestedexception is not approved is: " . • 4. The facility is used by the genera public for the purpose of: ~75. The executions being reauested will not oenalize handicatjoedaccessibility as equivalent facilities are available as follows: 6. Exceptions requested, and data provided, by: 710 - Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24, applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with physical disabilities as follows: (1) Any building, structure, facility, complex, onmproved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these standards apply to all additions, alterations and structural repairs. These standards incorporate the requirements covered in Title II and 111 of the Americans with Disabilities Act of 1990. Items preceeded with an asterisk {*} are examples of changes that have occured since the previous regulations. NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. SITE ACCESSIBILITY: (A^ Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall ._ incorporate pedestrian ramps, curb ramps, etc. /•• (BJ * When more than one building or facility is located on a site, accessible routes of travel shall be provided _^ between buildings and accessible site facilities. \Cj At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the direction to accessible building entrances and facilities. (D^ Where stairways occur outside a building, see section 3306(q) for requirements. DISABLED ACCESS PARKING SPACES; The required number of accessible parking spaces in new facilities *(or in existing facilities where a change of occupancy occurs) is as follows per Table 31 A: 1. * 1 for each 25 spaces up to 100 total spaces. 2. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 3. 1 additional space for each 100 spaces for between 201 and 500 total spaces. 4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. 5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0" parking area and 5'0" loading and unloading area. There is no requirement that this space be identified or reserved for the exclusive use by persons with disabilities. Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107A{a)3.a and b. Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107A apply to facilities with valet parking, per section 3l08A(c). Accessible spaces shall be located as follows, per section 3l07A(a)1: 1. On the shortest possible route to an accessible entrance when serving a particular building. 2. On the shortest route of travel to an accessible entrance of a parking facility. f' Nen-Rtsidtntial Accm Rt!jiw»msn!s Plan B«vi«w Corrsetion List ApriMS, 1934 ENTRANCES AND CIRCULATION: X: * All entrances end exterior ground level exits shall be made accessible, per section 3301 (h). f^B> * When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route ^-^ of travel shall be provided to aft portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. DOORS: . .' . Per section 3304(f), every required passage door shall have a minimum 32" clear width, Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304[c.1). Per section 3304(i.1),regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than / " lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to / " per foot (2%) in any direction, for surface drainage, per section 413. Per section 3304(c.1), all hand-activated door opening hardware shall meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by . lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating s trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(1.1): -.-•'• 1. Extend 24" past the strike edge of the door for exterior applications. 2. Extend 18" past the strike edge of the door for interior conditions. 3. Extend 12" past the strike edge on the push side if door has latch and closer. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i.1). Doors in series shall swing either in the same direction f~^ or away from the space between the doors. {^ Maximum effort to operate doors shall not exceed 8V pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rigrft angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304{i.2)1. jf. * Per section 3304(i. 1)2.8, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. A. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304{i.1)2D(1). SPECIAL HAZARDS: Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" (*/ 1") above the DA/NR/CT /. cf. ' A. ' Non-R«sidinti»l Acctss RtquirerrunU Pi5»5 plan Rtvitw Correction list ApriMS. 1994 f- surface of the walk or sidewalk. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuqus detectable warning which is 36" in width. The surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit vehicles. NOTE: See Figure 31-23. EJ If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be V ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the exposed edge and trim shall comply with the requirements for changes in level. STAIRWAYS AND HANDRAILS: Handrails are required on each side of stairs, per section 3306fi.1)1. Handrails shall be located 34" to 38" above the nosing of the treads. Handrails shall extend a minimum of 12" beyond the top nosing and 12* plus the tread width beyond the bottom nosing, u^ * The handgrip portion of handrails shall not be less than 11/ " nor more than 1 / " in cross sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp corners. '£?) * Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. /. Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists, the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3l05A(e)3. The sign shall be located approximately 5'0" above the floor landing and readily visible when the door is open or closed. GJ The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked. * Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 1'/ " past the face of the riser above. Risers shall be solid (open risers are not permitted). Y. * Per section 3306{i.1)2F, handrails projecting from a wall shall have a space of 1 V " between the wall and the rail. Handrails may be located in a recess maximum 3" deep extending at least 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1)2.F. ELEVATORS: Per section 5103(d.1), in buildings two or more stories in height, served by elevator(s), all elevators shall comply with the requirements contained in Chapter 51 of Title 24. i^A.) Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of {*/)/" under normal loading and unloading conditions. The clearance between the car platform sill and trie edge of the hoistway landing shall be not greater than .~ 1V, per section 5103(d. 1) 1. (B) The minimum clear width for elevator doors shall be 36", per section 5103(d,1)3. fi. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1)4 for ^_ additional requirements. fD^ Per section 5103ld. 1)6, the elevator car inside shall comply with the following requirements: • 1. The minimum clear distances between walls, or between the walls and door, excluding return DA/NR/G itiil Acciss RsquiismsnU P»8« 6 Plan Rtvitw Corrsction list April 15.1994 panels, shall be not less than a. 80" by 54" (for center opening doors). b. 68" by 54" (for side-slide opening doors). • c. Minimum distance from walls to return panel shall not be less than 51" ^^^ NOTE: See figure 51 -A for further details. fij A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the .r-^ inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = (*/)!". uO ' Call operation buttons shall be within 3'6" of the floor. See section 5103(d.1)8 for additional requirements. Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, .Division of Occupational Safety and Health, and any applicable safety regulations or other administrative authorities having jurisdiction. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107(a) for specific requirements. SANITARY FACILITIES: CM Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to ^^ be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation —~ " is provided per section 3105A(b)1. (B.) See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under unreasonable hardship. (1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. (2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1 C. __ (3) Doors shall have a clear and unobstructed opening of at least 30". (c) Per section 3105A{b)1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabled persons, such unisex facilities shall be provided for the disabled. p. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their £—. accessibility needs per section 3105A(b)1.B. (E) Per section 3105A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from ©the level and clear area. In addition, all strike edge clearance dimensions are required to be met. Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle V " thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a-circle, V " thick, 12" in diameter. Unisex facilities shall be Identified by a circle with a triangle superimposed on the circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See • section 3105A(b)1.D. See 3105A(e)10 for additional signage. MULTIPLE ACCOMMODATION SANITARY FACILITIES: (Ay Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation ^^^ is provided per section 3105A{b)1. (Sy Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: •.. A minimum of 28* clear space from a fixture or a minimum of 32* wide clear space from a wall at one side. 2. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). •^^ 3. Grab bars shall not project more than 3" into the clear spaces indicated. ^CM Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when DA/NR/G Non-Htsitontial Acctss Rtquitimtnt* Pag« 7 Plan Rsvitw Corrtction List April 15,1994 located at the end (and 34" when located at the side). See section 3l05A(b)3.A.{iii). When standard compartment doors are used, with minimum 9" clearance for footrests underneath and a self closing device, the clearance at the strike edge as specified in section 3304(1112C. is not required. SINGLE ACCOMMODATION FACILITIES: (A) * As per section 3l05A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space ^^ as shown in Figure 31-12 (a) and (b). Doors are not permitted to encroach into this space. (BJ The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. For bathrooms serving hotel guest rooms, see section 1214(d). RESTROOM FIXTURES AND ACCESSORIES: faj In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: 1. The height of the water closet seat shall be between 17" and 19". 2. The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. 4. The force required to activate the controls shall be no greater than 5 pounds of force. ^. 5. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. (jy Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503: 1. Therimof at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. 2. .The force required to activate the flush valve shall be a maximum of 5 pounds of force. 3. The control mechanism shall be located a maximum of 44* above the floor. ._ 4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. (cj Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5- 1504: • 1. A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. 2. The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" 3. All hot water and drain pipes under the lavatory shall be insulated. 4. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. 5. If self-closing valves are used, they shall remain open for at least 10 seconds. p. Showers and shower compartments shall comply with the requirements of sections 5-1505 and ' 3l05A(b)5. and 6: 1. Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance opening of 36" minimum. NOTE: See Figure 31-2A. 2. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. 3. When a threshold or recessed drop is used, it shall be a maximum of V " in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horizontal. 4.^ The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be / " per foot in any direction. 5. The floor surface shall be of Carborundum, grit faced fole or of material providing equivalent slip resistance. 6. A folding seat located on the wall opposite the controls and mounted 18" above the floor shall be provided. , . DA/NR/G Non-Risid»nti»lAcctKRsquir«m«ntj Pag» 8 Plan RevitwCorrtction List April 15.1994 NOTE: See Figure 31-2A. 7. The soapdish shall be located on the control wall at a maximum height of 40" above the shower floor. • 8. Showers in all occupancies shall be finished as specified in section 3l05A(b)5 to a height of not less than 70" above the drain inlet. 9. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 10. A flexible hand-held shower unit, with a hose at least 60" long shall be provided with head mounting height of 48" A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism per section 5-1 505. Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks . of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-9B. Grab bars shall comply with the following per section 3l05A(b)3.C.: 1. Grab bars shall be located on each side or one side and the back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33" above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". 2. Grab bars at the side shall be located 15" to 161/" (*/1") from the center line of the water closet stool and be at least 42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall not be less than 36". 3. The diameter or width of the grab bar gripping surface shall be 1 V " to 1V " or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 V ". 4. See section 3105A{b)3.C.(iiif for structural strength requirements. NOTE: See Figures 31-1A, 311B. 31-1C, 31-2A, 31-9A and 31-9B. * Per section 3105A(b) and (c), where lockers are provided for the.public, clients, employees, members or participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically " disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers. [HJ Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors _ shall be mounted with the bottom edge no higher than 40" above the floor. L) Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 3105A(b)4.C. DRINKING FOUNTAINS: fAJ Where water fountains are provided they shall comply with section 3105A(d)1: 1. Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. 2. The alcove in which the water fountain is located shall not be less than 32" in width and 18* in depth. 3. See section 1507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. TELEPHONES; Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A!d)2: 1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. , 3. If telephone enclosures are provided, they may overhang the clear floor space required. See DA/NR/G f,'on-R»$iii»ntial Acctss Requirements P»89 9 Plan Review Correction List April 15,1994 Figures 31-4 (a), {b), and {c}. If enclosures protrude into walls, halls, corridors or aisles, ihe cord from the handset shall be at least 29" long. 4. The highest operable part of the telephone shall be 48" maximum as.specified in section 3l05A(h)4C and D and Figures 31-5C and 31-50. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of. public phones are provided, then at least 25%, but always at least one per bank, including closed-circuit telephones in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above normal. 6. Public telephones with volume control shall be hearing aid compatible and shall be identified by z sign containing a depiction of a telephone handset with radiating sound waves. 7. * If four or more public pay phones are provided and at least one is at an interior location, then at least one interior public text telephone complying with section 3105A(d}2lfii) and (iii) shall be provided, per section 3105A(d)2l(i). Also, they are required for stadiums, arenas, convention centers and covered malls. 8. Text telephones shall be identified by the international TDD symbol {See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone. If a facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 31-4 (a), (b), (c) and 31-5A, C and D for required specific dimensions. DA/NR/G Paga 1 of 2 REMODEL OR TENANT IMPROVEMENT INFORMATION FORM File KO- ct Address /£-5 &frtJUT VG> & /-_ Date 5L OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL der to complete a plan review of a. remodel or tenant improvement within an existing ling it is necessary that the information in lines 1-11 be provided or the approved 3 be provided for the existing building. *«*•*•*«•*• * * »»*****»*****»*»»»***»*»»•**#*»»*»»******»*****»**"***»»*»****'*********'*'**** j[. Circle the existing type of construction for this buildj I, II-FR., II-lhr., II-N, Ill-lhr., III-N, IV, V-lhr. Does this building have fire sprinklers throughout? Z&s, No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area ©4.) Existing Building Area Improvement Area_ fi'. How many stories are in this building? What story is the improvement on? 2_ 6.) Does this project involve alterations to: Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see #10 below Existing electrical service loads Yes No Existing Lighting Yes No If "YES", see #10 below 7.) What is the approximate date that construction of the existing building was permitted? M ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes No HVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes, No If -YES", see 810 below HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooms Yes No 9/17/93 Page 2 of 2 ENERGY DOCUMENTATION • . Remodels to existing conditioned spaces require that a certificate of compliance form be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. . PLAKS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy requirements, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c. If structural revisions or increased live or dead loads are proposed the structural plans, details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifications. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are required to be signed by the responsible designer. Information is provided by Title • . MECHANICAL, PLOHBING, ENERGY PLAH CORRECTION SHKKT JTORISDICHOH: ^*4rtC-S Xt/4 g? DAIE: ,~~-—" §-j-GLEH ADAMEK PLAN CHECK HOKBER: if" f / C» _/-£-' PLAN CHECKER: f~] D C >S c> /3 ^ ' c. '* JOO 9 ^ V c/ r 77r^. <r x7*/ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: &- ^O- 9 <^/- QAPPLICANT JURISDICTIONJURISDICTION: _ CARLSBAD _ QPLAN CHECKER QFILE COPY PLAN CHECK NO: *? <^ - 7 7^ _ SET: X- _ QUPSJJDESIGNER PROJECT ADDRESS: / O I S C^fe^TMuT fHft7 PROJECT NAME: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ___ _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone £ REMARKS: By: A-& DOH&t Enclosures: ESGIL CORPORATION &-•?%- 9<J- GA CM D PC PLAN CORRECTION SHEET TENANT IMPROVEMENT PLAN CHECK HO.; - T Q- 7~7 (s JURISDICTION: CARLSBAD TO; PROJECT DATA OCCUPANCY: BUILDING USE: TYPE OF CONSTRDCnON: ACTUAL AREA: ALLOWABLE AREA: STORIES:1 HEIGHT: SPRINKLERS: OCCUPANT LOAD: REMARKS: Date plains received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Bv; Applicajit contact person: FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled 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. 303(c), 1991 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, note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when vou submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. k\ CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC © ^© © © 5. © © Please make all corrections on the original tracings and" submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and nane of person responsible for the preparation of the plans. Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 30U requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. $#£5?T ft *• / Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. A conplete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The naterials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous naterials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with . Title 2U and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d).~.Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof -ceiling assemblies. IS. 8/4/92 y. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Show safety glazing in the following locations, per Section 5406(d): a. Where "the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and details of attachment (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). 16. Note on the plans: "All interior finishes must ' comply with Chapter 42 of the UBC". Specify "Class flame spread rating (minimum) for ." Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). f f' f In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated roons and assembly uses exceeds 5000 square feet. Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restrooni is provided, note the words in quotation above on the floor plan. Section 705(c). f' 39. ( 1*6. / required between_ the _-hour occupancy separation is occupancy and _occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j)- In areas where the occupant load exceeds , two exits are required. See_ . Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 7/8/92 f f 4- The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one exit through" one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s) Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not vised for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-l,H-2,H-3 and I occupancies. Chapter 33. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). f f i- Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 5/28/92 •f f f f If non-rated corridors are used per Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5. 2. Smoke detectors shall be maximum 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Exception 5, then that tenant space shall be separated from adjacent 'spaces by a demising wall constructed as for a one-hour corridor wall. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated "20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic- closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire- protection rating of at least 3/4-hour. Section 3305(h). Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor, or exterior exit balcony, shoving all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire danpers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke danpers are required at duct penetrations of rated corridor walls. Section 4306(j). f f f If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. Section 3305(j). If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. New provisions in Chapter 43 of the 1991 UBC 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): A. THROUGH-PENETRATIONS (through the entire assembly): 1. Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, I-rating or complying with UBC Standard 43-1, depending on their locations, sizes and combustibility. 2. 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 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. MEMBRANE-PENETRATIONS (through only one side of an assembly): 1. Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, 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. 2. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. 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 4304 and 4305". 8/4/92 x X X X X X /• /• Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELECTRICAL Submit plan showing location of all panels. Subnit panels schedules. Submit electrical load calculations Indicate existing main service size. Indicate existing total rain service load. Indicate new additional loads. Indicate wiring nethod, i.e. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs ana exit illumination. Provide receptacle(s) within 25' of KVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. MECHANICAL Provide mechanical ventilation in all rooms capable of supplying a. minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to KVAC equipment. Detail disposal of main condensate drainage from air conditioning units. (UMC Section 510) Detail overflew (secondary) condensate discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) Fire rated corridors are not to be used to convey air to or from rooms. UMC Section 1002. / / /, /. / PLtMBING Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T valve on water heater and detail drain line route fron P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lir.es. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking ana dining establishments). UBC Section 605. Note on the plans that new water closets and associated flushcneter valves, if any, shall use no more than 1.6 gallons per flush and shall neet performance standards established by Lhe American National Standards Institute Standard A112.19.2, and urinals and associated flushooeter valves, if any, shall use no nore than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). ESERGT 100J Provide complete energy design calculations, including all existing design and new energy design for this building. 101.) For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPLEMENT '2. Roci mounted equipment nust be screened and roof penetrations should be minimized (City Policy SO-6). . No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 6/25/93 . All roof-nounted equipment shall be concealed from view. Provide structural detailing for the screening. MISGELLAKEDOS (105.) Please see additional corrections or remarks that follow.~ 106} To speed up the recheck process, note on this list (or a copy) vhere each correction itera has been addressed, i.e., plan sheet, note or detail nuaber, calculation page, etc. 107 j Please indicate here if any changes have been nade to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe then and vhere they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone nuaber of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check itess, please contact ftpcr &<>(-1 gATg" at Esgil Corporation Thank you. Enclosures: 1. 2. 3. 6/25/93 ii- u!C/5 ODEES Ede:ESSED ACSAao e~ a C a"«-s o <".2 oto C IJ 8 Sia toe •£•5 W 2 [U CO •- - > l-i~ ° to a 26d- :§!§ sJ 2 =lit!11 S3 llilllilillsllloS5ogoS8.* J3 mprovcmenin?«c-o ^3 3u "2O ^w "o 1Cu (8t_O O w>.1 U C. 6 CM S •o-S_3 "uC ^ 1 U >5i 8 i 1 COc 'E «•o <£ 3o 15>oc. cugc. o •is co •o1 £ M •1 8"O &a.3 CO c V) O C3 0 Scs cro Q g [2 « >£ c_0 73 £ UUT3 ^ll~^Q •*••1.8 §s IIU 2 c E- ot/5 C3 CN _3<; C£ 113z LU O 2 "•3J3 U.s w" 0-aor- § £ •3_Lj "5cr2to ounn 5" 5o to8t> 0 _ *-Tf < X-A-if0>i o•5 ti '—' J o-oo § =p 1 C3 g Uc: '0r*</r O P -v C5 0L*C3 3 tJ | 1y o "o>g(_ o "s ^o-C _c M "ci)p u o y> to 'x ID ^^^cs. t/ic. E (2 /--xu to"C. a & JO CJ^ ^to"•sC3NC3nc 'o" to ^ 1 ,»— ^.£, CO aa. 'ra' ) • .!='5<?5x — *CON S (OElevators, i( _ §C3 2O•§ Si 0 Entrance to tl* — ^ m' 2 8-o 'x H,S" if 8-o | raL. t§^ 't? 4 > C C3aC3 ^O 1 S o•5 to o(O tou[-3 'o•sb2 C3in CO to '?,UJ •— x\•*tl 0 •3 CO 1CO toO1 "1u •o C3 toc '_« c J CO 12 a Existing drinremodeled arc^ — N. M ,K ^— | CNt^&e Z <p- OT)co CU J Q UJDJ < > oo tuD O 2 [Tj v!. C3-0 M CO g _.T3•= -p a _.C • C -i < 3« O to' ^ " 8 -' §-;,? . - go S- .-S '« "g of .a .•o S — "5§ e 3 S 5 Z 8 :C ~mcd •s^ 1 3 '0 ° •- "ra o o ° « "s3!{3 a - 5 •§,2 "-S^-^ c §•£-£o o ^. >JC >- ^3 O ^ ») S -gF-*~ • •• ^ C3 0 Jurisdiction DECLARATION OF PREVIOUS CONSTRUCTION COSTS' Building Address:. Project Address (suite #): Plan Review #: Building Owner: Telephone:. Applicant: Telephone:. I HEREBY DECLARE that, the total costs of all improvements since January 26, 1992 along the same path of travel leading to the above project address to be: S Owner (or authorized agent) Address Signature Date *In order to determine if your project may qualify to file for an unreasonable hardship, the total cost of all construction over the previous three years (since January 26, 1992) must be documented (Title 24, Section 3112(a)ii Exc.2). The cost must include work done by other tenants along the same path of travel. April 18,1994 DOCUMENTATION OF. UNREASONABLE HARDSHIP - - - Job Address \ Plan Check No Owner '. Date It is requested that the above named project be granted an exceptipn fromthe reauirements of the State of California Title 24 handicapped'accessibility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2. The cost of all construction without excepted items, is: ._ 3. The invoact on financial feasibility of the oroject, if the reauestedexception is not approved is: _J . 4. The facility is used by the general public for the purpose of: 5. The exceptions being reauested will not oenalize handicappedaccessibility as equivalent facilities are available as follows: 6. Exceptions requested, and data provided, by: AiJUKJibb Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24, applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with physical disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these standards apply to all additions, alterations and structural repairs. These standards incorporate the requirements covered in Title II and III of the Americans with Disabilities Act of 1990. Items preceeded with an asterisk (*) are examples of changes that have occured since the previous regulations. NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. SITE ACCESSIBILITY: (M Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall --. incorporate pedestrian ramps, curb ramps, etc. (B.) * When more than one building or facility is located on a site, accessible routes of travel shall be provided ._ between buildings and accessible site facilities. (c.) At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the direction to accessible building entrances and facilities. (5^ Where stairways occur outside a building, see section 3306(q) for requirements. DISABLED ACCESS PARKING SPACES: * The required number of accessible parking spaces in new facilities *(or in existing facilities where a change of occupancy occurs) is as follows per Table 31 A: 1. * 1 for each 25 spaces up to 100 total spaces. 2. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 3. 1 additional space for each 100 spaces for between 201 and 500 total spaces. 4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. 5. For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0" parking area and 5'0" loading and unloading area. There is no requirement that this space be identified or reserved for the exclusive use by persons with disabilities. * Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107A(a)3.a and b. * Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107A apply to facilities with valet parking, per section 3108A(c). * Accessible spaces shall be located as follows, per section 3107A(a)1: 1. On the shortest possible route to an accessible entrance when serving a particular building. 2. On the shortest route of travel to an accessible entrance of a parking facility. DA/NR/G f- f- f- f' Non-Residential Access Requirements Page 2 Plan Review Correction List April 15, 1994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. Note: This section does not apply to existing facilities where local ordinances preclude requirements unless a change of occupancy occurs. Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'0" loading zone between each 9'0" wide space. Each space is to be a minimum of 18'0" in depth. See section 3107A(b)1. NOTE: See Figures 31-18A, 31-18B and 31-18C. A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 3107A(b)3. The maximum slope of parking surfaces in any direction shall not exceed / " per foot (2.083%) per section 3107.1(b)4. The maximum slope at the passenger loading zone shall not exceed 2%. Parking spaces shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each space, consisting of a profile view of a wheelchair with occupant in white on dark blue background. The sign shall not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107A(b)2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per section 3107A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. An additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1" in height. Per section 3107A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning " Where provided, all passenger loading zones and at least one vehicle access route from site entrances and exits shall have a minimum vertical clearance of 114" per section 3108A(b)2. Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where required for accessibility to accessible parking spaces. A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107A(b)2. All such spaces may be grouped on one level of a parking structure. Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per section 3108A(b). f A CURB RAMPS: NOTE: See Figures 31 -19A through 31-22. Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way crosses a curb per section 3106A(e). Curb ramps shall be a minimum of 48" wide with a maximum slope of 1:12 (8.33%), per sections 3106A(e)2 and 3106A(e)5. The lower end of each curb ramp shall have a V " lip be beveled at 45 degrees. The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall not exceed 1:8 (12.5%), per section 3106A(e)4. The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3l06A(e)6. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3I " on center per section 3106(e)7. Detectable warnings extending the full width and depth of the curb ramp inside the grooved border if the slope is between 1:15 (6.66%) and 1:20 (5%), per section 3106A(e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35" DA/NR/G f- T Non-Residential Acciss Requiiements P*9« 3 Plan Review Correction List April 15.1994 center-to-center. NOTE: See Figure 31-23. a!. Locate curb ramps to prevent obstruction by blocked cars per section 3106A(e)9. M. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1:20 (5%), per section 3106A(e). WALKS AND SIDEWALKS: X. Walks sloping greater than 1:20 (5%) must comply with the ramp requirements of section 3307 per ' section 3324(c). Walks shall be 48" minimum in width and have slip resistant surfaces. The maximum cross slope shall not exceed V " per foot per section 3324(a).3 If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of V " per foot for distances not to exceed 20 feet. Abrupt level chlnges shall not exceed V " along any accessible route. When changes do occur, they shall be beveled with a slope of no greater than 1:2. Level changes of V " or less may be vertical. Note: If level changes exceed V ", they must comply with requirements of curb ramps. £.. At each gate or do2or, a 60" x 60" level area is required when the gate or door swings toward the walk / per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b). At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per section 3324(f). )4. Grating openings are to be limited to a maximum of V " in the direction of travel per section 3324(b). /. Provide 36" wide detectable warning material at the boundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). A. * Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2. PEDESTRIAN RAMPS: A path of travel with a slope exceeding 1:20 (5%) shall be considered a ramp per section 3307{a.1). Handrails are required to be provided at each side of ramps. The maximum allowable slope for accessible ramps is 1:12 (8.33%), per section 3307(e.1)1. Provide the * least possible slope for all ramps. j£. The maximum cross slope at walks and sidewalks shall not exceed V " per foot (2%) per section 3324{a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross slope may be increased to a maximum of V " per foot (4%) for distances not to exceed 20 feet. n. Ramp surfaces shall be slip resistant, per section 3307(g). ^ Landings are required at the top and bottom of all ramps, per section 3307fd.1). The bottom landing shall be a minimum of 72" in the direction of travel and the top landing shall be a minimum of 60" x 60". A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required at direction changes exceeding 30 degrees per section 3307(d.1)6. When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, plus 42", per section 3307(d.1). Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section 3307(d.1). ji. * When the slope of ramps exceeds 1:20 (5%), handrails are required at each side, per section 3307(e.1). J. Handrails shall be 1 %" to 1V4" in cross section and placed a minimum of 1 !4" from walls, per section ' 3307(e.1). /.. Per section 3307(e.1), handrails shall meet the following requirements: 1. Be continuous. * 2. Located 34" to 38" in height above the ramp surface. 3. Have 12" extensions beyond the top and bottom. 4. Ends shall be returned. If ramp exceeds 10'0" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 3307(h.1). M. * Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per ' section 3307(e.1). DA/NR/G Non-Residential Access Requirements Page 4 Plan Review Correction List April 15, 1994 ENTRANCES AND CIRCULATION: K. * AH entrances and exterior ground level exits shall be made accessible, per section 3301 (h). tf£\ * When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route ^•^ of travel shall be provided to aH portions of the building, to accessible building entrances and between the building and the public way. See section 3103A(i)2. DOORS: Per section 3304(f), every required passage door shall have a minimum 32" clear width. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304(c.1). Per section 3304(i.1), regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than '/ " lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to V " per foot (2%) in any direction, for surface drainage, per section 413. Per section 3304(c.1), all hand-activated door opening hardware shall meet the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304{i.1): 1. Extend 24" past the strike edge of the door for exterior applications. 2. Extend 1 8" past the strike edge of the door for interior conditions. 3. Extend 12" past the strike edge on the push side if door has latch and closer. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i.1). Doors in series shall swing either in the same direction or away from the space between the doors. Maximum effort to operate doors shall not exceed 81/ pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at right angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 1 5 pounds. See section 3304(i.2}1 . jf. * Per section 3304(i.1)2.B, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. /K. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i.1)2D(1). SPECIAL HAZARDS: ft. ' /Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to waIVs, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" (*/ 1") above the DA/NR/G- Non-Residential Access Requirements Page 5 Plan Review Correction List April 15, 1994 surface of the walk or sidewalk. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which is 36" in width. The surface shall be raised truncated domes in a staggered patten with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all doors of transit vehicles. NOTE: See Figure 31-23. ,£.) If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be V ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the entire edge of the exposed edge and trim shall comply with the requirements for changes in level. STAIRWAYS AND HANDRAILS: Handrails are required on each side of stairs, per section 3306(i.1)1. • Handrails shall be located 34" to 38" above the nosing of the treads. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. ^D^ * The handgrip portion of handrails shall not be less than 11/ " nor more than 11/ " in cross sectional ^•"^ dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp corners. (EJ * Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. f. Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists, the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3105A(e)3. The sign shall be located approximately 5'0" above the floor landing and readily visible when the door is open or closed. H2u The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked. * Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 1V " past the face of the riser above. Risers shall be solid (open risers are not permitted). jf. * Per section 3306{i.1)2F, handrails projecting from a wall shall have a space of 11/ " between the wall and the rail. Handrails may be located in a recess maximum 3" deep extending at least 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1)2.F. ELEVATORS: Per section 5103(d.H. in buildings two or more stories in height, served by elevator(s), all elevators shall comply with the requirements contained in Chapter 51 of Title 24. (A.) Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of {*/)'/" under normal loading and unloading conditions. The clearance between the car platform sill and th'e Idge of the hoistway landing shall be not greater than lV4", per section 5103(d.1)1. The minimum clear width for elevator doors shall be 36", per section 5103(d.1)3. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1)4 for additional requirements. Per section 5103(d.1)6, the elevator car inside shall comply with the following requirements: * 1. The minimum clear distances between walls, or between the walls and door, excluding return DA/NR/G Non-Residential Access Requirements Page 6 Plan Review Correction List April 15, 1994 panels, shall be not less than a. 80" by 54" (for center opening doors). b. 68" by 54" (for side-slide opening doors). c. Minimum distance from walls to return panel shall not be less than 51" _^ NOTE: See figure 51-A for further details. (EJ A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the ©inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = (*/)1". Call operation buttons2 shall be within 3'6" of the floor. See section 5103(d.1)8 for additional requirements. Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance between landings, structural design and safeguards are permitted by the State of California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, Division of Occupational Safety and Health, and any applicable safety regulations or other administrative authorities having jurisdiction. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107(a) for specific requirements. y. SANITARY FACILITIES: C& Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation _^ " is provided per section 3105A(b)1. (B.) See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under unreasonable hardship. (1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. (2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1C. (3) Doors shall have a clear and unobstructed opening of at least 30". Per section 3105A(b)1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabled persons, such unisex facilities shall be provided for the disabled. J&. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their ^^ accessibility needs per section 3105A(b)1.8. (E.) Per section 31Q5A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from ^-^ the level and clear area. In addition, all strike edge clearance dimensions are required to be met. Qy Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle V " thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a circle, V " thick, 12" in diameter. Unisex facilities shall be fdentified by a circle with a triangle superimposed on the circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". See * section 3105A(b)1.D. See 3105A(e)10 for additional signage. MULTIPLE ACCOMMODATION SANITARY FACILITIES: (AJ Sanitary facilities that serve buildings, facilities, oj^portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation ^^^ is provided per section 3105A(b) 1. nT) Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: 1. „ A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall at one side. 2. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). ^^^ 3. Grab bars shall not project more than 3" into the clear spaces indicated. fy Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when DA/NR/G Non-Residential Access Requirements Page 7 Plan Review Correction List April 15, 1994 located at the end (and 34" when located at the side). See section 3105A(b)3.A.(iii). When standard compartment doors are used, with minimum 9" clearance for footrests underneath and a self closing device, the clearance at the strike edge as specified in section 3304(i.1)2C. is not required. SINGLE ACCOMMODATION FACILITIES: fAJ * As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair measuring 30" x 48" to enter the room and permit the door to close. No door shall be permitted to encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space as shown in Figure 31-12 (a) and (b). Doors are not permitted to encroach into this space. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. For bathrooms serving hotel guest rooms, see section 1214(d). RESTROOM FIXTURES AND ACCESSORIES: (AJ In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: 1. The height of the water closet seat shall be between 17" and 19". 2. The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. 4. The force required to activate the controls shall be no greater than 5 pounds of force. -^ 5. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. ^B.) Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1 503: 1. The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. 2. The force required to activate the flush valve shall be a maximum of 5 pounds of force. 3. The control mechanism shall be located a maximum of 44" above the floor, .„ 4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. (c?) Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5- 1504: 1. A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. 2. The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 3.4" 3. All hot water and drain pipes under the lavatory shall be insulated. 4. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. 5. If self-closing valves are used, they shall remain open for at least 10 seconds. ; Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: 1. Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance opening of 36" minimum. NOTE: See Figure 31-2A. 2. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. 3. When a threshold or recessed drop is used, it shall be a maximum of V " in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horizontal. 4.^ The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be V " per foot in any direction. 5. The floor surface shall be of Carborundum, grit faced lile or of material providing equivalent slip resistance. 6. A folding seat located on the wall opposite the controls and mounted 18" above the floor shall be provided. DA/NR/G Non-Residential Access Requirements Page B Plan Review Correction List April 15, 1934 NOTE: See Figure 31-2A. 7. The soapdish shall be located on the control wall at a maximum height of 40" above the shower floor. 8. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not less than 70" above the drain inlet. 9. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 10. A flexible hand-held shower unit, with a hose at least 60" long shall be provided with head mounting height of 48" A.F.F. Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism per section 5-1 505. Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose at least 60" long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-9B. Grab bars shall comply with the following per section 3105A(b)3.C.: 1. Grab bars shall be located on each side or one side and the back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33" above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". 2. Grab bars at the side shall be located 15" to 161/ " (*/1") from the center line of the water closet stool and be at least 42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall not be less than 36". 3. The diameter or width of the grab bar gripping surface shall be 1 V " to 11/ " or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall/the space between the wall and the grab bar shall be 1 '/ ". 4. See section 3105A(b)3.C.(iiif for structural strength requirements. NOTE: See Figures 31-1 A, 31 1B, 31-1C, 31-2A, 31-9A and 31-9B. Per section 3105A(b) and (c), where lockers are provided for the public, clients, employees, members or participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically ^.^ disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers. -)j Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors _ shall be mounted with the bottom edge no higher than 40" above the floor. u Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 3105A(b)4.C. DRINKING FOUNTAINS: (ty Where water fountains are provided they shall comply with section 3105A(d)1 : 1 . Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. 2. The alcove in which the water fountain is located shall not be less than 32" in width and 1 8" in depth. 3. See section 1 507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. TELEPHONES: Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A(d)2: 1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. 3. If telephone enclosures are provided, they may overhang the clear floor space required. See DA/NR/G l£. Non-Residential Access Requirements Page 9 Plan Review Correction List April 15.1994 Figures 31-4 (a), (b), and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord from the handset shall be at least 29" long. 4. The highest operable part of the telephone shall be 48" maximum as specified in section 3105A(h)4C and D and Figures 31-5C and 31-5D. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public phones are provided, then at least 25%, but always at least one per bank, including closed-circuit telephones in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above normal. 6. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. 7. * If four or more public pay phones are provided and at least one is at an interior location, then at least one interior public text telephone complying with section 3105A(d)2l(ii) and (iii) shall be provided, per section 3105A(d)2l(i). Also, they are required for stadiums, arenas, convention centers and covered malls. 8. Text telephones shall be identified by the international TDD symbol (See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone. If a facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 31-4 (a), (b), (c) and 31-5A, C and D for required specific dimensions. DA/NR/G REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permij: is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) *********************** *TT-*V* ******************************************* iEASE COMPLETE,^ i **• -~*f"^ ~' SITS ADDRESS IDI-S' Ott&S>TfJU.r lW&r srZ ?LAN CHECK NO. ^ <f—' DESCRIPTION OF PROPOSED WORK AREA OF II REMODEL II TENANT IMPROVEMENT II ADDITION PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING II YES II NO NEW HVAC I I YES f~~1 NO NEW FIRS SPRINKLERS II YES [] NO NEW PARTITIONS II YES [) NO NEW PLUMBING II YES II NO NSW ELECTRICAL II YES II NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK? [ ]Y£S [ ] NO ITEMIZED COST ESTIMATE IS ATTACHED f ] YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS;? \ THIS VALUE IS BASED ON: O DESIGNER'S ESTIMATE1 Cm" CONTRACTOR'S ESTIMATE II OTHER, DESCRIBE BASIS THE ABOVE INFORMATION IS TRUE AND CORRECT - I I APPLICANT I1 DESIGNER II CONTRACTOR************** * ********** * * ***** *** ** * * * ******* * * * * * * * * * * ****** ** * * * * * PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE II YES II NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. II YES Q NO BY: DATE: 4/22/85 Page 1 of 2 REMODEL OR TENANT IMPROVEMENT INFORMATION FORM Plan File No. <?4--?7^ Jurisdiction Project Address /<P/-5 Qfifc^T/JUT /K/G- STe /4-Z,pate REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in lines 1-11 be provided or the approved plans be provided for the existing building. f.. Circle the existing type of construction for this builc I, II-FR., II-lhr., II-N, III-lhr., III-N, IV, " y. Does this building have fire sprinklers throughout? CYes} No if. Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area ©4.) Existing Building Area Improvement Area_ Z. Kow many stories are in this building? What story is the improvement on? ^_ 6.J Does this project involve alterations to: Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see #10 below Existing electrical service loads Yes No Existing Lighting Yes No If "YES", see #10 below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes No HVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes, No If "YES", see #10 below ©HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooms Yes No 9/17/93 Page 2 of 2 ENERGY DOCUMENTATION Remodels to existing conditioned spaces require that a certificate of _ compliance form be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. PLA2JS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy requirements, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. 'c. If structural revisions or increased live or dead loads are proposed the structural plans, details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifications. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are required to be signed by the responsible designer. Information is provided by Title Date Prepared byt Jurisdiction CARLSBAD VALUATTON AND PLAN CHECK FEE Q Bldg, Dept. Q Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO .f ) 7 2<? — DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PKONE BUILDING PORTION 0^F'lC;&' (?£/^f Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 0P&L VALUATION MULTIPLIER pe-fcr ai~rzi t "@ •@ @ • • VALUE //, Od)^ I/, ooo Building Permit Fee $_ Plan Check Tee $ COM HE N TSt SHEET OF I 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR «$ 10,000.00) PLAZA CAMINO REAL VILLAGE FAIRE OTHER COMPLETE OFFICE BUILDING //J PLANNER DATE ENGINEER-DATE C:\WP51\FILES\BLDG.FRM Rev 11/15/90 Plan Check No. 9t- Planner VAN LYNCH PLANNING CHECKLIST Address /£>/ V CV&>7#uT Phone 438-1161 ext. 4325 V ^\<\ (Name) APN: Type of Project and Use Zone &-£>- Facilities Management Zone CFD(in/dutJ _i>Legend i 51 8 555 i S i JL a. £ (It property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES _ NO DATE OF COMPLETION: __^____^ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Discretionary Action Required: YES NO /< TYPE DATE: .APPROVAL/RESO. NO. PROJECT NO. ^_^ OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ' D California Coastal Commission Permit Required: YES NO X DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ' &n\Q Indusionary Housing Fee required: YES _ NO PC (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) E'TI] Site Plan; D D ^ Zoning: 1. Provide a fully dimensioned site plan drawn to scale. Show: North - arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned , setbacks and existing topographical lines. 2. Provide legal description of property, and assessor's parcel number. 1. Setbacks: ^T/ Front: g <- Int. Side: 6$^ ij£ Street Side: C* il* Rear:UP f Ca D D jJ$ ('f i 2. Lot coverage: FT f~l fl '' (/ , { I* 7 H*»i<rHf •L_t L_l I_J ill >J. nclxIlL."T/ V/^ —/^ V* 0 D D 4. Parking: D IH C] Additional Comments Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM City of Carlsbad 94150 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, August 3,1994 Reviewed bv: (? t $&£ ^—- Contact Name Steve Convoy Address 1880MarronRd#104 • City, State Carlsbad CA 92008 Bldg. Dept. No. 94-776 Planning No. . Job Name Duquette Office Job Address 1015 Chestnut Ste. or Bldg. No. D3_ 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 modifica- tions, 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 construct or install improvements. Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 94150 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 94150 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, July 11.1994 Reviewed bv: d- Contact Name Steve Convoy Address 1880 Macron Rd#i04 City, State Carlsbad CA 92008 Bldg. Dept. No. 94-776 Planning No. Job Name Duquette Office ^_ - Job Address 1015 Chestnut 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 modifica- tions, 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 construct or install improvements. Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 94150 File# ' 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 94150 Fire Department • Bureau of Prevention General Comments: Date of Report: Monday, July 11,1994 Contact Name Steve Convoy Address 1880 Marron Rd #104 City, State Carlsbad CA 92008 Bldq. Dept. No. 94-776 Planning No. Job Name Duquette Office Job Address 1015 Chestnut Ste. or Bldg. No. Submit three sets of corrected plans to the Building Department for routing to appropriate departments. 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 Jurisdiction DECLARATION OF PREVIOUS CONSTRUCTION COSTS* Building Address: Project Address (suite #): Plan Review #: ?4~-776 Building Owner: /C'^r)*m£> cs(J<p ^•c-/'f~^ Telephone:. Applicant: SWnLSt s i*fo X/e^t Telephone: ^/? -7'2>0 - Q I HEREBY DECLARE that, the total costs of all improvements since January 26, 1992 along the same path of travel leading to the above project address to be: S X 7 Owner (or authorized agent) Signature *In order to determine if your project may qualify to file for an unreasonable hardship, the total cost of all construction over the previous three years (since January 26, 1992) must be documented (Title 24, Section 3112(a)ii Exc.2). The cost must include work done by other tenants along the same path of travel. . e -disabled dpcc kc April 18, l?«4 job Address_ _^ DOCUMENTATION OF UNREASONABLE HARDSHIP plan Check No Date7- It is requested that the above named project be granted an exception fromthe reauirements of the State pf California Title 24 handicapped 'accessiSiiity provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED —?n 4*r OOD 2. The cost of all construction without excepted; items, is: /-^ /'V 3. The imoact on financial feasibility of the oroject, if the requested. exception is not approved is: . • . 4. The facility is used by the general public for the purpose of: 5. The exceotions being reauested will not tsenalize 'handicapoed.accessibility as equivalent facilities are available as follows: 6. Exceptions requested, and data provided, by: ^:/3*?^,c^ ^^J^~ ADDRESS : : fi£:=2£ Department Use Only Findings^and Decisieif'of the Enforcing Official: y y x? /•/ / ^ , &a,M l/XrfLJ- ^*Q-i=^//1^r?&— <&tJ ^x?~g?/-<y &£?_ 0b<. \j /, (J (/ " -r-£*v^ J^kezt^ ^a-^ /*&£ ffe<5,lc?gt«7 _ cS^/t*~mc/~ .Signature of Effforcing Official Date HA-1 010190 -•r"\. TITLE 24 REPORT FOR: . . .. . Duquette" Off ice ' , 1015 Chestnut Avenue, STE A-2 " " ' • Carlsbad, PROJECT DESIGNER: Cabinet Connection (619). 720-0904 REPORT PREPARED BY Michael' Dell • • DELL CO. 1629 York Drive .Vista, CA .92084 (619) 940-0064 Job Number: 070794dd Date: 7/7/1994 The COMPLY 24 computer program'has been used to perform the. calculations summarized in this compliance report.' This program has approval and ;is authorized by the California Energy Commission for use'With both the Residential and Nonresident'ial Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803.