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HomeMy WebLinkAbout2030 CAMINO VIDA ROBLE; ; 84-50; PermitCity of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 RECEIPT "^ 1 ?* I 'C I 3 it < Address Zc?3o clAMilOo VlDA. ^>tUEl °"n"fXu>MKt- M^flow *E»o^»Me5^T^e Mailing . . .^ Address ^ IO Ul*-4D &S VlSTfc* t> U- • CilyS*Kj MKS-CDS z'P<U.otf) Tel2.z3-24^ Contractor « l_U<>Kfc-.T> I d^h)^T?_. Address 1^3 lo lOBST U^D*\ VlST^ City<>KO MKpLc^Zip^^6^ 7W^44-3m State Lie. City S. Classif. Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION t-C>"T" 4 ^^>g-TE Pe"L IsJoOiKi- IKJ FKLOMKE ^1^.^02.7 ^L^IKIE^S fku TeK£.T*©o-34 ASSESSORS PARCEL NO- DESCRIPTION OF WORK T ( LT UP 'BD/L.D^U^ 2. ^*Tt>e-Y 7/0 f ^tZ) J ^PF»c.£S i/ - / / 7 vo^eewcoser PLAN ID NO. <S?^T Z?O p£^e-i^?-FF VpE^^poefF DESIGNER ADDRESS 3 Z."^ 4- ^<seC.&PvlOS ^b'V PHONE 2-Z3-2^4Z-4> CONTACT PERSON C- P-*C r*C>T 1 KJ* \ i^^-^--«r\2_v — - z-i-^4fiig.iatnrpnl Appliranl * >. RatP * V MISCELLANEOUS FEE RECEIPT t n • PLAN CHECK FEE 01-00-00.8806 j D VALUATION l~1 DEMOLITION l~1 HOUSE MOVING f~l PARKS ANn RFCRFATION FFF PI wmnr.FAnnmpRFPF Q TFRTIFir.ATF OF OHCUPANCY D D n n n n a n n a a TOTAL FEE ^\ -z-iqd- *~ *U44-^ 'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: . J White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor DEVELOPMENTAL SERVICES D AMisUnt City 43&66M W\Building D*partm«nt 438-5525 Date: 1-8-84 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 dtp of Carlfifaab To: Palomar Arpt. Bus. Pk 1510 Linda Vista Dr. San Marcos, CA. 92069 84-50 e 2-6-84 2030 Camino Vida Roble Tilt up bldg. EXPIRES: 9-6-84 Subject: Plan Check Expiration Dear Sir: Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304 (c) of the Uniform Building Code state: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by lim- itation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your inten- tions and return this letter to the address above. Project abandoned* I will pick up plans in 10 days. Signature )ject abandoned^ plans may be destroyed. Signature Maximum 180-day time extension requested for the following reason: Date Date Signature Date If you have any questions,please contact the Carlsbad Building Department at 438-5525 Very truly yours, Building Offici &tf 5§ §BK * | Op of Ca % g « &K&.. .'(TJ/fevSO/S. H^JHi^rt N ^^t fci ^ JURISDICTION: IV C *y -~> s-lA f^ M PROJECT ADDRESS: 3&3& C>ft rldbab •9/^OS2P5^eS:r7- DATE &$&¥ rtfjtM i/j0#,GbUe - TO: ^US&r20/ £rt7S-t, ^gy^r- II APPLICANT COPY COPY PLAN CHECKER COPY \ PLAN CORRECTION SHEET Plan Ch«>ck No. ' ifi- r-Uns received by Jurisdiction 'me pi*"* received by plan checker^^S/a Dato initial plan check completed. PLEASE READ Plan check is United to technical requirement* contained in th« 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 or other departments. The items circled below need clarification, rodification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Unifora Building Code, the approval of the plana does not permit the violation of any state, county or city law. PI AKS Pleas* nak* 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 tho jurisdiction, To facilitate rechocking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 7" o) 7r^ A. WALKS AND SIDEWALKS (SEC 2-3323) 1. Walks and sidewalks shall have a continuous com- mon surface, not interrupted by step* or by abrupt changes in. level exceeding H inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resisum as that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-rcsiitant. 4. Surface cross slopes shall not exceed !A inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of grating* whenever possible. Fur gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Vi inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in level along any accessible route shall not exceed Vt inch. When change* in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding W inch may be vertical. When changes in levels greater than W inch are necessary they shall comply with the requirements for curb ramps. 8. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. B. HAZARDS (SEC. 2-3324) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk 01 sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. C. PARKING (SEC. 2-7102) 1. The following table establishes the number of handi- capped parking spaces required: Number of Handicapped Parking Spaces Required 1 2 Total Number of Parking Spaces 1-40 41 - 80 81-120 ....... i121-160 ....... 4161-300 ....... 5301-400 ....... 6401-500 ....... 7 over 500 ....... 1 for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parkin? area and a 5 foot loading and unloading area. 2. Physically handicapped parking spaces shall be lo- cated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. 3. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be so located that a handicapped person it not compelled to wheel or walk behind parked car* other than their own. Pedestrian way* which are aceeuibte to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramp* shall not encroach into any parking space. EXCEPTIONS: t. Ramp* located at (he from of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped penon's capability to leave or enter their vehicle thu* providing equivalent facilitation. 4. Surface slopes of parking space* for the physically handicapped shall not exceed % inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. D. SANITARY FACILITIES (SEC. 2-17M) 1. Where separate facilities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped- persons of each sex also. Where unisex facilities are provided for non- handicapped persons, such unisex facilities shall be provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall : , *-^A clear unobstructed opening width of 32 inches' level and clear area for a minimum depth of 60 inches in the direction of the door swing as measured at right angles to the plane of the door in its closed position, and 44 inches where the dogr swings away from the level and clear area. „ umplc accommodation loiletTadilibes shall have the following: a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary .facility room, of sufficient size to inscribe a circle with a diameter not less than 60 indies, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. b) A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. c) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front of a water closet compartment shall be not less that 48 inches as measured at right angles to com- partment door in its closed position. 5. Single accommodation toilet fariliieis shall have the following: There shall be sufficient space in the toilet room for a wheelchair measuring 30 inches wide by 48 inches long to enter the room and permit the door to close. The water closet shall be located in a space which provides a 28 inch wide clear space from a wall at one side and 48 inches of clear space in front of the water closet. 6. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front of the water closet. 7. Grab bars located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Grab ban at the side •hall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bus at the back shall be not let* than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be 1'A inch to Irt inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1H inches. 8. A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an acceiible route and shall extend into knee and toe space underneath the lavatory. 9. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. E. WATER FOUNTAIN LOCATION (SEC. 2-1712) 1. Where water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian F. DRINKING FOUNTAINS (SEC. P-I507) 1. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. 2. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. G. DOORS & HARDWARE (SEC 2-3301, 3303, 3306) 1. All primary entrances to buildings shall be made accessible to the handicapped. 2. Hand activated door opening ^hardware "shall be" centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and wh'ch are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard- ware designed to provide passage without rcquirm the ability to grasp the opening hardwaqerCgcTced exit doors shall operate as at>ove in egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or VA inch (half bow) shall be provided in lieu of levertype hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. 3. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. 4. For hfaged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. 5. Maximum effort to operate doors shall, notcxcced r_ 8JL_pounds for exterior doors ajyjTS pounds for ^^ f^TntcriorjJoors, jucn^ptfll brpush effort being appliedor* ai rigfu angler to hinged duori and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. 6. Construction. The bottom 10 inches of all doors except automat k and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push tide of the door, which will allow the door to be opened by a wheelchair footreit wiihout creating a trap or hazardous condition. 7. Thresholds shall not exceed H inch in height. I. Where turnstiles are used a door or gate that it accessible to the handicapped shall be provided within 30 feet It RAMPS (SEC. 2-3306) 1. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. 3. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4. The top landing shall have a width not less than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inches deep. 7. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a depth of nut less than 3'-6". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be not less than 4 feet wide. 10. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. 11. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. I. WATER CLOSETS (SEC. P-I502) 1. The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inchesmeasured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 Ib or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. J. URINALS (SEC. P-l503) 1. Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is required. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. K. LAVATORIES (SEC. P-I504) 1. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 iuches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of lot water and drain "pipes un3fcr lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 Ib. Lever-operated, push-type and electronicallycontrolled mechanisms are examples of acceptable designs. Self-closing valves are allowed if the fauceti remains open for at least 10 seconds. L. TELEPHONES (SEC.2-I713) • 1. General. If public telephones are provided, they shall comply Date Jurisdiction Prepared byt VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN .CHECK NO. ^'58 - BUILDING ADDRESS ^O^<3 &frr?/fUA 1//&& £c>&L£? APPLICANT/CONTACT <^^£/£ /r?T7/7^/ PHONE NO. ^^32-442^ {£&wD04& BUILDING OCCUPANCY /^"—^S c^^%£// TYPE OF CONSTRUCTION ^£T -// BUILDING PORTION /&A S^ddte X%^2Z. Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 52? 9/S~ /f#&'7 6> &<?£-& <&J DESIGNER PHONE '* CONTRACTOR VALUATION MULTIPLIER f- * /$><& 7*-/5^ 5f*- "@ 2.80 0 2.40 @ 1.50 PHONE VALUE f^ /z&bby*?s S oh i -o \O./.». i\ / AlVJ tV"Lu^ / ^/^V?1^ 0 \ (A />^_/ 42fr,6Vf Fee Adjusted To Reflect D Energy Regulations (Fee x U,*i ) Q Handicapped Regulations (pteVjc 1.065) <? 2//V^ 'c?0Building Permit Fee $ w^ /^6'CX > ^ j / Plan Check Fee $ *£- £**/& ' 3 C* $ COMMENTS: 8/4/82 TO: OP of CarteOab CARLS™. D APglJeANT COPY COPY 92008 D PLAN CHECKER COPY 3ZJ4-PLAN CORRECTION SHEET A. B. C. D. E. F. G. H. I. J. Plan Check Number Site Address Owner Building Code Applicable Occupant Load Occupancy Type of Construction Allowable Floor A re a 757??^. 1979 U.B.C. .*S t0eix3sA.fi> & Date Plans to Plan By Basis for Area Increase Date Plans Submitted"/^^ /^77/9-g/ Date Initial Plan Check Completed, _ , Applicant Contact Person ^f FOREWORD; PLEASE READ 1. This 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. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (71^) 438-552.5. 3. The items 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), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc.. Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. GENERAL ho« ]ob addrsss on plaaa Show aajie, adorsss, i pnon* number of owner, srchltect 4 engineer oa first sheet of plane.ctVtngiBler' Eft alg! Provide one copy of soils report aad £S same on plans. #• X X X olda la I Istarsl analysla. rrovlda anargy calcularloaa; applicabla Staca forma sad al|a cartlflcata of coatpllaaca with Tltla 24. Provlda two capita of approvad ftadlaf plana showlni finish, floor al«vaclooa. dralaaga, ratslnlaf walls, «cc. fully dlaaaalooad plot plan lacludlng tana, scratt widths, latbacks, ps,rklaf layout, location of proposad aod axiat- let bulldlo|s, thalr slia, usa, «nd typ«of eoastructlon, axladai 4 flnlah eon- touts. alta dralaaia, eontrlbutary Provlda two coaiplaca aaea of plaaa.Shew oa eha first shsat that a s«parac« parvit Is raqultad for t*ch aaw struc- tura. wall oc slio. Subailt plana of axlatlnj bulldla|. daatlfy th* propos«d usa of sll rooM Show aunber of atocias. elevations and data per lod Sac. 420 (story) to •iaAtion was Bade. Total floor srea la lli S.F. Sac. SOS and 306. Doobatructad yards ofmaintained OB ^__ aid allowable area purpoaaa plana. Area separation wallat for hour area sepa Sac. vn (,•), Provlda ground Sec. 408 {(red*) •how how deter- Ited to .._ ft shall be s of building for Show son* oa Provlda details ration walls per UV; TYPE OF COMSTRL'CTTQM loaf coverings should be fire retsrdant Sec. 1704 aod 3303(a). 51. Exterior (court) walls within feet of property lines should b* of - hour construction. Sec. 03(*) Opsalnge la exterior (court walls wlth- la t feet of property lints should b* protected with three-fourths-hour fire aastabile*. S«c. 03(b) Usabis spsce under tha first floor should b* enclosed *s required la Sec. 1703 (1 hour construction). ?lre-reelstlve eoastruction for etructur- al from* aliments la th* exterior wall* should comply with Footnote No. 1 of Table Bo. 1J-A and Sac. . See See.1702 for clarification. Building paper should b* applied to ex- terior walls as specified la Sac. 1707(a) Enclosures (or floor openings shouldcomply with Table Ko. 17-A. Sec. 1706. frcalla ihould claerly indictet this. Structural aeabera carrying s*sonry or concrete walls In buildings over onestory In height ihould be procactrd with mlnlaum one-hour fire protection. Sec. 1708 X /• x<'. Cypsusi board callings la fire-reelstlve assemblies should be supported at later- vela not exceeding 16 laehae. Item 25,Table Ko. 43-C and ICBO Report 1632. Uood stripping or suspended wood system* for gypsum board callings should b* aot lea* than 2-inch aoaiaal thickness. Sec. 4704(h) (Sac. 4703(b) for wall atrlpplag) Final partition layouta and details should b« submitted prior to laeialla- tioa to Justify compliance with occu- pancy, fire-resistive, structural, aad exit requirements. Justifying taec data la coaformaace with Sac. 103 or aa ICBO research recommsuda- ; ioo la required for . aosa la which rubbish (linen) chucee erminate should be separated from th* remainder of the building with a one- hour occupancy separation. Sac. 1706(c) MrfiOpeainge into rubbish aad liaea chute* s should aot b* located la required exit corridor* or stairway*. Sac. 1706(c). TShower stall walla should b* finished vita a hard, aoaabaorbaat surface to 70" •DOT* th* drain Inlet. Sac. 510 (b)i. Door* aad panele of shower and bathtub enclosure should comply with Sec. 5fQ6 (d) X X; Parapatiallaoot la«« than 30 Inchas la ftUHUl N yhal(ht ata t«<i«lrad. Sac. 1709 U)e^.T 68. Eav« ovachsnga and sinilar architectural f projaetlona should comply with Sac. 1710. Fro]actions b«voad tho aattarlor / should coaform with tha loaat rasettct- t»a of tha following! (a) A polac oaa-ehlri tha distance to eha proparty Liea from an «xtarlor wmll. Sac. 504{b) (b) A polac ona-third tha dtseanca (re* aa saauaed vattieal plana locacad vh«ra fir«-raslaclv* procaeeloa at openings la first required due to location of prop«rty. Sec. 504(b) Envelop* celling* should satisfy the following conditions Sac. O03(b)b : (•) Should not b* used to provide fire protection for been aad girders supporting mot* than one floor. ft) Columns should »• Individually firs protected.(c) Duet sad outlet openings are Halted to 100 sq la la each 100 sq ft of ceiling area sad should b* protected with approved fir* dampers. (d) Electrical outlet boxes should b* of steal aad aot greater than 16 aq In la are*, (je* Bid*. Oept Procedure E- A flre-teeleelv* occupancy separation la coacormaaca with Table 3-1 and Sec. 303 la required between Horizontal occupancy separation shall b*supported with a structural system hav-ing aqulvaieac fire-reelstlve protectloo. Sec. 303(b). The. building 1* lljslted to storiee or ft ia height as a type ____ Structure Sac. 307 and Table 5-0. *. Moo*baorb«nt finlih and backing for col- let rooB wall* *nd floor should conformwith Sec. '"'' (M. EXIT REQUIREMENTS Conforming exit* are required from tha area* below aa specified In Sac. HO) jj*l- Exits should hava a X separation •an*ion of th* room or area served. See. 3)03 (c) r Ho point la the, building should be nor* than 150 feat frot* sn exterior exit. horiiontal exit, enclosed stairway, or exit paaa*|*vay, measured In Che direc- tion of travel. See. 3302(d)_ bit doors should swing In the direc- tion of egrea* when serving occupant load of 30 or more. Sac.HOI (d) See Idoor* _._...._. Double acting doors are noe allowed where serving a tributary occupant load of more than 100. Sac. "'"''* (b> X X %T ' tait doori should h« op«o*bl« fto« th« iavidc without th» uc« of • k«y, «p«- el«l kn<jwl«d5«, or «(fort. S«. 3304 (c)Hoc* >l*a chac £lu«h bole* or *urf«e« bolt* arc prohlbiod. Ixic doot* *hould bo • •laiaum six* of ]' x S'9" with • nioioua door ivinj of 90 d*tr**f (aaxlauB width 4'0") S«e. 3^'< (.-) (H.Ih« QIC dlBcnsian <clt*r width) ac doocvayi ihould bo ««id in daetrwininf txlt widths rt<(uirtd by S«. 3302(b). See. 3304 (e). la consideration of Aaoe chlckaciMt, p»ale h*rdv»r«, door iwiaf, etc., ch* required exit widtha haw* not beea funiahed. S*« dooe . ._ A floor or landing not more than | inch below th* threshold i* required on each side of an exit door. Sac. 3301 (h) . Doori *hould not project more than 7 Inches into tht required corridor width when fully opened or mar* than one-half lato th* required corridor width when la any position. Sac. 3303 (d) Eavolvlng (gliding} (overhead) door* are not permitted a* exit door*. See. bit doors should provide Immediate access to an approved maana of agree*. Sac. 3301 (a) -. " — —>rrldora should have a -rtnl^tr width Of 44 Inches. See. 3301 (b). Kialmusi height 7'0" acasurad to tha lowest pro- jection from th* ceiling. Sec. 330) <c> Ca\\ -' - ~ . s,end of corridor* aad uit balcooiaa«re liaiced to Ofiet . Sac. 330? M •» occupant load o( 30 or aore ihould be «* one-hour fire-reilstive eoaat ruction Sec. 1J05 (R) £hpw complete details on Exterior exit beleoales cannot project inco an *r«e where protected openiafe Eerier opening* Into corridors sho pfot*cte<^as^et forth in Sac. 3303 (h) stairway" '.. . .~ ihouM TJavj"*" alnlaua width e( inch**. Trim and handrilli thould not project more than 3H" i IV respectively into tha required width. Sac. "'if. (b). 6pu. JT^ 7H Lsera on stairway* should not exceed laches and run* should not b* lae* ^f Chan 10 inches ; 3/q" la maximum deviation See. 3JO*. (. ). HlnlmuBi italr landing dimensions ar* I . Sac. 1W (*) . LDoor swing over at«lr: portion of stairway* should nave an approved barrier where contlnuaue to ier floors In an exit enclosure. Sac.J J^-V distances b«cwe*o stairway land- ings are United CQ 12 feet. S*e. 3306 (i) ndrails : aac less than 30" I aoC Bar* clua 34" above cbe tread; two required where stairvaye exceed 41" la vtdth; one Co extend aoc lei* than 6" beyond cop and bottom and ends ihall return; crip diaenelon IV - 2". Sec. 3306 l|) ' -Cue rd ra 11 s_ foir^jitatrs, balconi**. and should ^ronTorm with Sec. 1711 Hole th*C J^T sphere cannot pas* batwaaa termedlats rails. (Baight required 42" Bialaum) Openings In exterior well* within 10 ft of exterior stairway* should be protec- ted with salf-cloelng chraa-fourthe-hour flra-realsclv* •••••bile*. See. 3306 (I) gliding over 2 stories) lp5TEaelosed usable spec* under stairway* S should b* protected on th* enclosed sid* •• required for one-hour fire-reaiativeconstruction. See. 3306 (in) (n). lO^TXoBCombuatibl* exterior stairs ar* r«- S suired. Sec. 330fi (n) H>fTExt*rior itair* ahould not project into ^ yard* where wall opening* *usc ba pro- tad. SecOlOA („) stairway should extend to th* roof. See. 3306(ot (4 atoriaa or more ia height) 6-loch mlniaum headroom clear- •nc« for stairways should b* Indicated on plan*. Sec. 330A (p) (lota that thi* 1* from a plan* tangent to th* stairway tread noeinj*. —. ' •' ^ Ramp slop** should not exceed on* foot^x. la 12 feet. Sec. 1307 (.-) (d) ) IIJ.Surface of raaipa should ba rough*oed J or of a oonalip material. Sac.-H9^jg^35^< fttairway* should b* «aclo*ad a* speci- fied la Sec. 3309 (*) On* (tvo)-hour fir*-r**i*tiv* walla ar* required. (b) Only exit door* ar* allowtd to open into axlt encloaura*. (c) Door* should b* labeled one (on*- •ad-on*-h*lf)-hour fix* aasaabll**. (d) Exit enclosure* should include a corridor on th* ground floor ex- tending to th* exterior. Fir*- rcslstive construction should ba a* required for th*. exit anclo*ur*, including protected openlag*. Only exit door* ar* permitted to open into-the corridor. S*a exception (a) An approved barrier 1* required at tb* ground (loot CO prevent peopl* from aceldently continuing to th* lower l*v*l. (f) U**bl* spec* i* not allovad undor (a) Width (3303 J«ctiona(e) on fc opanl floor 4 3/cupante an to openings other ,ch«n required exits sre permitted in exit passageway*. The pasesgeweys should be of- -hour (ire-teelsttv* conetruccion. Sec. 3JI2 (a) .-.,,_-., __, tit illumination and signs should b« provided la eonformtnce with Joe. 3313 •^ fI'KE-EXTINCUISHINC SYSTEM An approved automatic flre-extingulahlng system In the ..._ Is requ1 red. Sec7~}802(b) This Includes blind spsces enclosed woolly or partly by combustible r-nstructloa. _ stsadplp* e?*teoi it imqulrmd. Sse.380) Ib) . _ ,,Tire-ejtClngwlshlng systssi pl«m« inoiild bo submitted br yo« to determine com- pliance with applicable building, plumb- ing, mod fir* codes. stores tot«l 12.000 «. *e P« floor must be, sprinkled. *•*. 3S02 (d) FLOOR ROOF CONSTRUCTION COVERING. kOUF STRUCTDKES - L>0. Draft stop, floor-ceiling area, attics, / mansards, overhangs, false fronts and similar to limit area to 1,000 S.F. or 60 L.F. (9,000 S.F, and 100 L.F., tl sprinklers). Sec. 2516 (1). LjKloa drilnafi ihould DOC flow roof drains snd oa Independent drain lines sra required. la lieu of this, overflow scuppers three class tha six* of roof drains should be installed la parapet walls. Overflow system should have inlets located 2 Inchss sbove tha aw points of the roof. Sse. 320?(c) other roof structures cannot exceed 33 1/3 percent of tha supporting roof ere*. See. 3601(b) Ldiprovide minimum 22 x 30 to the attic area / with minimum 30" headroom above opening. Sec. 3205 (a) L35Provide attic ventilation. Sec. 3205 (cl /JJ8 Pro vide roof vents and curtain boards or ' divide area into less than 50,000 S.F. Vc. >206. 137Show roof flashing (Sec. 320S) complies . ' .with Sec. 1707 (b). WSPinvio> I.C.O.O. number for roofing ' .materials not listed in the code. Sec, 302 la) Vj9Provide f ire-re tar dan t roof covering and ye^ty materials Sec. 3202 (a) —-— U'J3how detail! ol sty fights to show compliance with Sec. 3*01 J* / *15how chimney to be 2* higher than any portion of building within 10 feet. Table 37-ft and equipped with spark arrester with mesh not exceeding 1/2". Sec. 3703 Show 12" high boxing with 2" clearance from the Hue requiring air ipace for approval, to prevent insulation intrusion. (Sacramento Building Code Ord.) fORK TtT '3? * ^^ m\ interior well and celling finishes; should b* specified and comply with Table Ho. 42-1 sod Sec. 4203 (Flu* spread rating) Claee *°4 glsilng should comply with Chapter S*. Type snd thickness of glssa should be apeclfled. ci»Be sod glstlog subject to human Im- pact should comply with See. 3406 end applicable Federal regulation*. MISCELLANEOUS Provide pedestrisa protection ss per Chapter 44. Permanent sccese to mechanical equipment on roof must be provided. Mechanical Cods Sec. 710 UrSFrovlde column Jack*ting Sec. *303(b)<3) -n>yili light fixtures installed In auepsnd- ed ceilings shall b* secured to the main aad/or cros* runners with seismic elips uolsss Installed In accordance vita nchsr approved engineering. LMShow hood over restsursnt range - construction, cleanness, installation, firm extingulshsr system. Provide tresse trsp for restaurant, an- terior co the building. Sec. 711 of Uniform Plumbing Code. 132-flot wacer heater'* F t T valve to drain to tea exterior of the building. STRUCTUBAJ. U-iSpeciel inspection la eoafonsacs vith 'l-^-<«C-g3nj..i« required. (\5*ClesrTy referenc's1 JetailTon plane, sec ^Uonsjind slsystioos. •All masonry or concrete elements r*el*t- ing seismic farces should qualify es re- inforced elements. Sec. 2312<J)2» cc Ufh** ft members aay support load* from ma- 100x7 or concrste only under the condi- tion* specified In Sec. 2316(s). \pl Structural calculations should be sub- mitted Co justify the sdsquscy of Che structural system In resisting seismic and wind loads, sad supporting dead and J.lve loads. il beaai CO column connections. roof should bo designed for uplift wind pressures with due eonslderscioa fat lateral support of compression flanges of flexursl members. LOT Floor load ehould consider a 20-pound ' per sq ft partition load. Sec. 2304(d) 1*1 Marquees should b* designed for s 60- pound per sq ft live lead. Table Ho. i n_grain tension la wood Is not lal wall design. See. 2312 Exitways shall be designed (or 100 P.S.F. l.v^load. Table 23-A. J.CT Live lo*d reduction* ihould conply with ' Sec. 2306. Clued-loainaced lumber should be fabri- cated la tccordaace with Sec 2511{f) A certification of Inspection shall be ^•womitced prior Co field Inspection. •Lfit Allowable stress la glued-laminated meo- s bers over 12 inches IB depth should con- elder s depth, reduction fee tor. Sec. X J*.irfS Bolted connection* exposed CO the wea- ther arm liaitsd to. _ jier cent of the, allowable load under protected condi- tions. Table 25-F, footnote 1. Anchorage of concrete and Bssonry walls should eosiplf with Sec. 2310. flyvood grades should conform with TsoU Bo. 25-B. flcatlon Is required thst suffl- elenc elope or csaber Is svsllable co sesure adequate roof drainage after long tl»« deflection*. In lieu of this, roofs suec be designed for possible ponding of water. Sec. 230KE)Decslls oa screselng *ethod snd hardware along with Ju*tlfylng dscs an required oo preitreaecd concrete work. Note thst sll tendon* ahould eoetply vtt.fi Sec. 4103 for f ire-reeletlve purports, U«14inc d«ca or d.ealli for Jce«l d«ck- u>«d a* a dlaphr«|B ihould b* pro- *• Sec. 2301 (a» t7]0*taila ind ffa'lculatiooa thouljj h« pro- vided on roof (floor) diaphragm connec- tion* that Indlcac* how thm •h««r* •!• tr«n»f«(T«<l Co vertical th.ar-taalaelm for (Tp«ua board (lath, ah«ath- ini board) ua«d •cruccurally on ihtar mil* ihould b« «p«cifi«d to coaply tplch Tabl« No. 47-1. |2#ih««r walla utilizing typauB board ' (lath, ihcathlng board) eannoe b* Co CMlae load* lapoacd by «aaonr* or conerat* Mil*. Foocooc* 1. Tabl* •hould b« declined to with- •t*od • 20 (SO) pound p*r foac hori- fore*. T«bl« So. 23-B ~C«illn|"fr«Mint •houra"b«"TWfgnl3 tor total load of not !•»« than 10 (20) j*gnd» p«r «q ft. T»bl« Ho. 23-8 lX5u«pcndad c tiling «h«H b* d.«ign«d to lae r «r«i lo«d«.(2312-g ( T.bltm 23-B t 23-J) U<I««rlor partition* ihould b* Ju«eifi«d •^ fcruecurilly for icr«aBth *nd d«fl«ctloo erittrl* i««clfl«d la S*c. 2309 (b). foundation plan, ihov locaclooa. ilt«« t of bach uchoc &«ICB I twUava». l|f ' /> J*» Note on plans that " A soils engineer shall evaluate any unanticipated uncompleted fill or expansive soil or other soil problems disclosed^ during^constructiorr. Sec. 1Q6 (a) 12 it soils cUssiIicalton dcTf rmrnatmn a licensed engineer or architect baaed on observation, tests, borings, or excavations, and containing comments on the degree ol expansiveness, compressibility and bearing-value. Sec. 29Q} _ _ _ Role on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the the soil report recommendation for this project _ or Lt7 N J"'.I ^ f ir Provide notes on the foundation plan listing j the soils report recommendations for founda- ) tions, slab and building pad preparation.^r—^ Provide spread footings for concentrated loads designed Cor 1,000 PSF soil bearing or per bearing value as determined by an engineer architect. Chanter 29 Note on the foundation plan that "Prior to the contractor requesting a l^iilclinf- Department foundation imperil"". Hie soils engineer shall advise il>e ftutldini; Official in writing that: 1. the building pad was prepared in accordance with ihe soils report: 2. Ihe utility treanches have heen properly backfilled and cornp-wied, and: 3. the foundation excavation*, (arming and reinforcement comply wilh the soils report and approved plan." Show all joists, rafters, beams, and posts 2" to »" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams and thicker shall be No. I Grade Douglas ir-Larch or belter. (Table 2J-A-I). Noce cross bridging or blot-king. Plnor joists and ratters more than 1?" in depth and spanning more than 8 leet shnll t*' supported laterally by bridging at not e«reedmi SliQw blocking *t rnds and .it inpp"*»s ol floor joists, and rafters at cuter Sec. I9T Show solid blocking at ridge line and at / enierior walls on trussed tools. Scr. 11C Show double joists. Floor joiM* shall tx* / doubled under bearing partitions ntnnmg ..parallel with the joists. Sec. 2517 fd) L?3 Show ralter ties. Ralter lie* shall be / spaced not more than t feet on renter where rafter ceiling joists are not parallel. Sec. (h) Show ralter purlin brares to he tiol less than *i degrees lo the hori/ontal. SIT. >2517 (10 yn Show 1/2" minimum rlearanrc hetwern top plate of interior partitions and bottom chord tnisses. (To ensure loading will be Xas designed.) Show double lop plate with minimum '(S" Jap splice. Sec. 2317 (R) Show nailing will be in compliance with Table 25-Q. Show stud size and spacing complies with able 25-R-3. an A.I.T.C. Certificate ol Compliance lor glued laminated wood members thai I be given to the Building Inspector prior ._ —< — nt in _i i ——— — i^200 Detail all post to beam .inn" pmt to (exiling ^\ connections. Sec. 2116 (<•) _———-^ Show 3" « *" or 2* x V studs in first siory of three story building. Sec. 2518 (!) details arid truss calculations. Provide rob I framing plan. Sec. 302 'Provide framing section through s* Sec. 302 (a) 7 295 Specify all header sizes for opening over *^— 4' wide. Sec. 251X (g) 7 . Provide calculation* for UJ t V\J_PO UL Sec. 302 (a) 7 1GHT, VENTILATION AND SANITATION 4 \ Provide light and ventilation per Sec. 70$ in .those areas customarily used by humans. 2>l Provide loilet rooms per Sec. 705. Provide ' separate facilities for men and women if number of employees exceeds four and both sexes arc employed. JTZ. Toilet rooms shall be separated from food ^ preparation or food storage rooms by a tight- fitting door. Sec. 510 (a) Provide floor and wall finishes in toilet rooms per Sec. 510 (b) Rcstrooms shall be accessible to the handi- capped and should be in compliance with Sec. 511 (a) and Title 24 requirements. HANDICAPPED ACCESSAOILITY REGULATIONS Provide notes and details to show compliance with State >)f California Handicapped Access- ibility Regulations, (sec attached) ELECTIUCAL, MECHANICAL AND PLUMBING 229/Tf tier Iriral service exceeds 200 amps, S provide load calculations and single line diagram aitd show types of wiring, switching. etc. 221 IVoviile mechanical plans showing the data s noted on the attached sheet. 2JH Provide plumbing plans showing the drain S waste and vent system and materials; cold and hot water piping and materials and similar. SUF. ADDITIONAL COMMENTS ON If you have any questions, please call at Tliank you -L l^ PV2 "TO "TTZoss Ui I ( S \JL) wee / Yl~t4 Stfr x—J "!> r; CM tt^ig O Citp of Carlsbab PLAN CHECK NO. OWNER PLAN REC'D. PLAN CHK'D. CHK'D. BY 3, Ca^C Oi r -\ ") dr ") *7/^>*s.f . is t^- 8 14 -^ "P. // Jurisdiction ' / Prepared byt ^7^- VALUATION AND PLAN CHECK FEE PLAN CHECK NO. S^ — S~O -~ZEl~r% BUILDING ADDRESS eZd^O Ctfr77//Uo ^^fZ°_ Q Bldg. Dept. p Esgil /• ' ' j T{&~ APPLICANT/CONTACT ^^fcr/^TV/^^1/ PHONE NO. -2,^3 *2<3-'Z.C£:Z27?*2& BUILDING OCCUPANCY <&'£. DESIGNER PHONE TYPE OF CONSTRUCTION J^/V BUILDING PORTION /5>^s7-/$^/e '^TSTTSttf /7?£rZ^ OPP3cJ?Qvofi Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA <t/Q#-4t~7'y*2od "9^35^ &39/ ^^3*7^ &j CONTRACTOR VALUATION MULTIPLIER • /S'oa @ 2.80 0 2.40 @ 1.50 PHONE '?V443/5L3 ft *$*?**&'} VALUE /ok^y/^/ /O/ ( ]/ S h/& // I^^ '^' / / trtg, 7/4 Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) Building Permit Fee $ ^— - O kj ^ . J Plan Check Fee $ / p «S ^? $ COMMENTS: 8/4/82 CARLSBAD FIRE DEPARTMENT i -S- APPROVED DISAPPROVED PAGE 1 OF *- s PROJECT CJCV<.^ ARCHITECT OWNER OCCUPANCY S" * AfsPRINKLERED D I275 ELM AVhNUt, LAKLbBAU, LA y^UUO (71*0 ^38-5521 PLAN CHECK REPORT — , j^* , t iff g Jt "/ f / J IffJ M" I"7 f"f ^ /"? f /I tjfr** f* v\ /r~<?M<./$ AnnRFSR CfT1!" tffimnfl*/ . -//-Z-CONRT. '77T-/V TENANT IMP. AnnRFRS ADDRESS TOTAL SO. FT. / 2 /, ??/ i PLAN CHECK # ^^J OTHER REF #^^'-^r^ :V,V>' 44^^^^ -£-&>•& PHONE PHONE STORIFS / / 2_ r,,/ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: ++++++++++++++++++++++++++++4-+++++++++++++++++++++++ Provide one copy of the floor plan(s), site plan, and sheets 2. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code and 3-Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks, and 6 feet for tires, plastics and some flammable liquids. If high stock piling is to be done, comply with Uniform Fire Code, Article 81. Medical gas system(s) shall comply with N.F.P.A. Standard 56F. Fire extinguishers shall be provided based upon the following criteria: a) 1-2A rated ABC extinguisher for each sq. ft. or portion thereof b) maximum travel distance to an extinguisher of feet >/_c) other: .S'^V flf, Z 6. 7. 8. Fire sprinkler system(s) per N.F.P.A. Standard provided to protect /_?shall be fl - Qt* faz/ft/tr 2.S 9- 0. Dry chemical extinguishing system(s) shall be installed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system. Plans of //r*~ sxvrx^^/y/•"• -£—L *f system(s)shall be approved by the Fire Department prior to installation of system(s). Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. 10. Hydrant (s) shall be provided and located />/ /tftisfSCAjfL-ft- f" t-t <-*-' <? *'/ff c.&4if * iShow location(s) on site plan. Fire Flow: hydrants. 11. Access for fire apparatus is not adequate. Provide gpm for hours from 12.shal1 be of with openings protected with hour assemblies 13- Comply with regulations on attached sheet (s). m Examiner Report mailed to architect Met with hour construction tach to Plans CARLSBAD FIRE DEPARTMENT PAGE 2 OF "2- PLAN CHECK REPORT \ PROJECT QCtT/9/iS 7~/?S~Ss<t?^ PLAN CHECK it Hf. Drapes and other decorative materials shall be flame retardant. Certification thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material . 15. Interior finish shall conform with Title California Administrative Code regulations. 16. Fireplaces and other appliances employing open flames shall have metallic guards 17. Loose chairs exceeding 299 shall be bo,nded together in groups of 3 or more. 18. Storage and janitor closets shall be of one-hour construction with all openings protected with J/h hour self closing and latching assemblies. 19^ An approved fire alarm or two-way communication system shall be provided per Title 2*t, California Administrative Code. 20. An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( _ square feet per person). 21. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 22. A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door _ . _23. "EXIT" signs shall be in block letters minimum 6 inches high. Luminance on face of sign shall be 50 lux. _2*t. "EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). _25. One of the above circuits shall be part of the emergency lighting system. _26. An "EXIT" sign shall be posted over exit door and directional signs located Show locations on floor plan(s) _27- Approved panic hardware shall be provided on exit doors Show on door schedule. 28. Corridor shall be of one-hour construction with door open- ings protected with 20 minute self closing and latching assemblies. 29. An additional exit door shall be provided in per Uniform Building Code, Chapter 33. X30- T / Plarv^xaminer ' Date