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HomeMy WebLinkAbout264 CARLSBAD VILLAGE DR; ; 77-9558; PermitMODEL :NO City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only " * Phone 729-1181 , ', Perm it No JOB ADDH ESS • ^^j^ ^"LM,*** *ft^ ^ ^.^i**^ • . LOT NO 6LK TBACT .LEGAL. -- , 1 DE5c« 5^ C^ "ft, „ *>*. OWNER MAIL ADDRESS 2 Vip^^S ^Vo^f CONTRACTOR MAIL ADDRESS 3 fvtwHr^ /fAjy'jr- ^u^ #*•-<£ ^*w 4 >Sl6/l^ <& ? 4- ^S-^OVr, y^ A .? £>«£T*C4^r^i^ ENGINEER MAIL ADDRESS?s COMPENSATION INS CARRIER MAIL ADDRESS 6 ,'ft^A ^,0-^.iiA^ **** fi'i^t/1 USE OF BJILOINC •%. 7 /^s /-^ W ?/M/.2T ' " ^Vji ""jaii^** "V 8 Class of work D NEW P ADDITION /D ALTERATIONV -X "^"WwjWHSWf*^1** 9 Descnbework f\^ -^J fe<^O'^/wt f~<*tf >*tty *-?rJ', "?/J& ' ' &>^3-r,'U^ A^ *A*s> w^ j«j">. 10 Change of use from i3<&<^ O» "?* r" 3x >->•*? f* Change of use to ^ f'?^^^?^^ •w^C««*? W*> rj^-f** ^^11 Valuation of work $ X^ <«. <>CS •^ •*»• l^w^ K> SPECIAL CONDITIONS ,» - X /. APPLICATION ACCEPTED BV> PLANS CHECKED BY APPROVED FORdSSUANCE BV * ' " ' a •/ ^ — i&F/ f /- "jy / J -f " <*&"**DATE^ -^ DATE fj NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB ING HEATING VENTILATING OR Al R CONDITIONING TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A MENCED 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS ALTLrvPRO VISIONS OF LAWS AND ORDINANCES GOVERNING THIS HEREIN OR NOT, THE" GRANTING OF A PERMIT DOES NOT PROVISIONS OF ANYrfOTHER STATE<OR LOCAL LAW REGULATING *f)Ajf'* If/ / ^^T^\ */ & "7*^MS^^^*&&&^ ) /A^'/X SI ONATURt.Qf C&NT»ACTOB O R,AU THtjR 1 2 E B*A C ttTt (DATE) 1 / JT O^ y ^V^/ SIGNATURE Of OWNER (IF OWNER BUILDE"! (DATE) ASSESSOR S PARCEL NUMBER BOOK PAGE P ARD5EE ATTACHED SHEET) ^ .L T. ^ ', * j ^* -*"M*"I " e m-*u ^^Z ^*->* tt'f'-s Z|P "^V PHONE ,ltU PHONE STATE LIC NO CITY L1C NO *?a-*-^S»3 v7Vdf^ PHONE LICEN5ENO ?--^x, fc»-i<«. *?-S"5-^33£? ^"5^^^ PHONE LICENSENO * BRAN CH NO BQRMS NO BATHS D REPAIR Q MOVE D REMOVE , .- ' •s -pa -(-<o ^ -c- A &» »<$?<**& v -^^*£jr' * • , y,-- ^•/'T? V **•> *>, * t- - 'PLAN CHECK FEE S f ,?' f^f ~- PERMIT FEE S ,js* <V ,* v ""* *^ <^J j-y ' , MICRO FILM FEE- *"f Const J£, - #y Group ^J> - ^! X Size of Bldg ^ ( ,-i,^- Moot i Max (Total) Sq BrT/'T^* Stories * Occ Load Fire **™^ Use f"f ^ Fire Sprinklers'' !* Zone XX Zone ^*- ***" Re<*u red DYBS ©rTo" OFFSTREET PARKING SPACES ___No of . , ^JS •*w«3 Dwelling un.ts C/ go^^ gq R go^ 5 ^ Special Approvals Required Received Not Required PLANNING DEPT HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT ^ • 1 V V \ WHEN PROPERLY VALIDATED (IN THIS SPACEhTHIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M o CASH PERMIT VALIDATION / CK MO TOTAL FEES CASH INSPECTOR City of CARLSBAD, CALIFORNIA 92008' Applicant to complete numbered spaces only PnOHe Permit No JOB *D on ESS _ y-i s- \ / / // .// LEGAL 1 DESCR L'OT NO *-*" *"^ "" °W / • lift'—' 3St.j,j&&g a^*2 *t l0^4 . ,s^/ twrk^ " - " s\ 3<U* ^-^^? MA 1 L MA lii?^ 2/ , >^ 5-.^ 3 6 ~ 'i f > !?*• /// -J^ MAI L MAIL 1 ' USE or BUII/DING / - «•»«£*•••# 7 ^ - - /, 8 Class of work j^NEW ^ADDITION S — fl ?<?-7-2 ?r"/^XW /wy ~~92.ov£f°~- ADDRESS ^_ f^f " ' PHONE STATE LIC NO CITY LIC NO tjf) /°/} /3?nr //)9Q -» -i^-btf) ^L-^^ '"'"" ' """'"" J*J3pJ ADDRESS PHONE LICENSE NO f ADDRESS * •*' -W " BR»NCH "- ^ i -i , i » -f ^ , ^ALTERATION ^EPAIR ' / 9 Describe work *"-*'. •- _ . ' - < t --•*.- " ' * * ' ' " *- - SPECIAL CONDITIONS - s -M ,-* ' , „•,<• APPLICATION ACCEPTED BY>-PLANS CHECKED BY ^ «— *^\ i / J I ft APPROVED FOR ISSUANCE 8V 1 r^ • NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK TION AUTHORIZED IS NOT COMMENCED WITHIN CONSTRUCTION OR WORK IS SUSPENDED OR ABA PERIOD OF 120 DAYS AT ANY TIME AFTERMENCED 1 HEREBY CERTIFY THAT 1 HAVE, READ AND APPLICATION AND KNOW THE SAME TO BE TRUEALL PROVISIONS OF LAWS AND ORDINANCES G TYPE OF WORK WILL BE COMPLIED WITH WHET HEREIN OR NOT, THE GRANTING Off A PER PRESUME TO GIVE AUTHORITY TO VIOLATE O PROVISIONS OF ANY OTHER STATE OR LOCAL LA CONSTRUCTION OR T^HE PERFORMANCE OF < f/f/L lAtJjJMW/tfJ f$- 9ICHATI •^^" RE 01^ OVVN£H (IF V lit &Sr$kbriirtiir\ i // OW-NEPt BLJILDE ^ ») / ORCONSTRUC 120DSAYS OR IF NDONEDFOR AWORK IS COM EXAMINED THIS AND CORRECT DVERNING THIS HER SPECIFIED MIT DOES NOTR CANCEL THE W REGULATING INSTRUCTION /9 - /&}?*/£ <DAAE) (DATE) Type of Fuel Oil D Nat Gas D LPG D PERMIT FEES No "^ "• y> Type of Equipment Air Cond Units-H P Ea Refrigeration Units-H P Ea Boilers-H P Ea . „„ Gas Fired A C Units-Tonnage Ea J%~ ,> \ *2 ' "0 Forced Air Systems— B T U M Ea Gravity Systems-B T U M Ea Floor Furnaces— B T U M «• Wall Heaters-BT U x* M Unit Henters-B T U -M Evaporative Coolers .Clothes Dryers \ ^ Ventilation1 F.arvi - / *«- Range Hood1 Air Handling Unit- C F M Incinerator ~> ISSUANC'E-FEE $ ' ~, , * ^ ' ' ' ' ^TOTAL FEES * T v $ .. Fee $ /T s'\' "" "\ ' _ „' J$ %$&•&. s. . „ 0*^ *%$!% V T WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION .CK M O CASH PERMIT VALIDATION CK M O CASH, INSPECTOR ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 -, •*, i * 'Up ~ * i -"' \ Applicant to complete numbered spaces only fi PhOFIS 729-1181 ^Permit No f> - (cV £J*fF'i'._.A »—-t—f*,-* ^ LICENSE NO COMPENSATION INS CARRIER USE OF BUILDING 8 Classofwork C^EW D ADDITION [^ALTERATION ' \n REPAIR 9 Describe work PERMIT FEES SPECIAL CONDITIONS SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOfl ISSUANCE 0V NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH FUSE OR BREAKER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM MENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION NEW SERVICE ON EXISTING BLDG FOR EA AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA AMPERE OF INCREASE TEMP SERVICE UP TO AND INCLUD- ING 200 AMP \ IMP SERVICE OVER 200 AMP 'ER 100 ;NATpfU<oi**EoNTiraTj^R OB'AUTHORIZE ISSUANCE FEE TOTAL.FEESSIGNATURE OF OWNER (IF OWNER BUILDER) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.MO CASH PERMIT VALIDATION CK MO CASH INSPECTOR INTERDEPARTMENTAL INFORMATION SHEET ILDING DEPARTMENT ELDING ADDRESS: DAT DECEIVED JUN 2 2197? CITY OF CARLSBAD (LANNING DEPARTMENT Building Department LOT SIZE LOT WIDTH INITS ALLOWED UNITS PROVIDED ARMING SPACES REQUIRED COVERAGE ALLOWED BUILDING HEIGHT ALLOWEDI FRONT SETBACK- ALLOWED IPROVIDED PROVIDED_ _PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: INTRUSIONS LANDSCAPE & IRRIGATION PLAH COMMENTS• ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: J3./V/J-OK TO ISSUE:K TO FINAL ENGINEERING DEPARTMENT R.O.W.INDUSTRIAL LOCATIONS EABEMENTS/^o^ SEWER CONNECTION GRADING PERMIT LEGAL ADDITIONAL COMMENTS OK TO PWI OK TO FINAL DATE FIffE SPRII; DEPARTMENT KLING SYSTEM ALAR>!S FIRE HYDRANTS ADDITIONAL COMMENTS FIRE PROTECTION EQUIP EXITS LOCATION OK TO ISSUEDi.(jOfj3AcQ>teATE 7 ~2-7-T? OK TO FINAL_V DATE » ! WATER DEPARTMENT J / / / /REQUIREMEN/TS/OF APPROP^RIAT-E-jDI ST-R-I^CTS MET v: i ; ' V*-7, ' Jurisdiction of GENERAL PLAN CORRECTION LIST Owner . ... Job Address City State. .. . Total Allowable Floor Area . .* Basis for Increase Based on 1973 Edition of the Uniform Building Code Plan Check No ...Valuation . Sq Ft Use - Type of -T^/T Construction-J^rC; *5Fire Zone No . .r<- Floor Area Floor (Max ) Floor (Total) Occupant Load . . S "N ' "#)*~p /Occupancy ^— > -^> *.~s Classification £>.~~ ^r*.>-^ * -. .. . Stories . . . /_ Sq Ft " Sq. Ft COMMENTS OR ASSUMPTIONS: -f &^*^&p \$L^JU^9v u&ff . -s^fcCe) Corrections checked below are to be made on plans before permit is issued The approval of plans and specifications does not permit the violation of any section of the Building Code, or other City Ordinance or State Law ' 1. 2 3 4 5 ^6 7 8 9 GENERAL Valuation should be $ Show job address on plans Give name of person responsible for plans Submit fully dimensioned plot plan Give all dimensions on plot plan AREA LIMITATIONS AND GENERAL ObcUPANCY REQUIREMENTS y^- s. i=_ ~z*v , v r**vyj' y- ^i/TV-T- T VI Ground elevations^hould be shown at corners v The ground elevations should be taken at the lowest point between tne exterior wall and a point 5 feet out or at the property line, if within 5 feet of a public sidewalk, alley, or other public way, the ground elevations should be the elevation of the public way The numberof stories in this building cannot be determined until this data is furnished The total floor area is limited to square feet Sections 505 and 506 Unobstructed yards of *U feet should be maintained on sides Provide details to show that -hour area separation walls should comply withSection 505 (c) (a) Extend vertically from the foundation to a (b) Total width of all openings limited to 25 per- cent of the-wall length in the story underconsideration D 10 11 12 13 14 151 (c) All openings protected with fire assemblies having a fire resistive rating of one-and one- half (three) hours (d) Ducts through area separation walls should be avoided If allowed, fire dampers on each 30 102, U B C Standards A fire resistive occupancy separation in conform required between the (. ... -hours) (. , . -hours) ( -hours) Horizontal occupancy separations should be sup- ported with a structural system having equiva- lent fire-resistive protection Section 503 (b) The building is limited to stories ( feet m height) as a Type structure Section 507 and Table No 5-D A room in which a water closet is located should be separated from food preparation or storage rooms by a tight fitting door TYPE OF CONSTRUCTION Type V (III N) (IV N) buildings are not permitted in Fire Zone No 1 Section 1602 (a) [Roof coverings should be fire retardant Section 1603 (a) or 1704 Details or specifications complying with Section 3203 (e) are required Form 200 3 Sheet No 1 of 6 Sheets y -' 16 ty 18 19 20 21 22 23 24 25 26 27 28 29 30 Exterior (court) walls within feet of lines should be of hour construction Section 03 (a) Openings in exterior (court) walls withm / w* feet of property lines should be protected with three fourths hour fire assemblies Section os (b) £&^=T¥ -5 Usable space under the first floor except m Group ! (J) Occupancies should be enclosed as required in Section 1703 Fire resistive construction for structural frame elements in the exterior walls should comply with Footnote No 1 of Table No 17 A andSection See Section 1702 for clarification Building paper should be applied to exterior walls as specified in Section 1707 (a) Enclosures for floor openings should comply with Table No 17-A, Section 1706 Details should clearly indicate this Structural members carrying masonry or con-crete walls in buildings over one story in height should be protected with minimum one hour fire protection Section 1708 Nonabsorbent finish and backing for totiet room walls and floor should conform with Section 1711 (a) Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet Section 1711 (b) Doors and panels of shower and bathtub enclosure should comply with Section 1711 (e) to (g) Parapet walls not less than inches m height are required Section 1709 Eave overhangs and similar architectural pro jections should comply with Section 1710 Projections beyond the exterior wall should con form with the least restrictive of the following (a) A point one third the distance to the proper ty line from an exterior wall Section 504 (b)(b) A point one third the distance from an as sumed vertical plane located where fire resistive protection of openings is first re- quired due to location of property Section604 (b) Envelope ceilings should satisfy the followingconditions [Section 4303 (b) 6 ] (a) Should not be used to provide fire protec tion beam and girders supporting more thanone floor (b) Columns should be individually fire pro- tected (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be prote-ted with approved fire dampers (d) Electrical outlet boxes should be of steel and not greater than 16 square inches in area Gypsum board ceihngs m conjunction with fire resistive assemblies should be supported at intervals not exceeding 16 inches Item 27,Table No 43 C 31 32 33 34 35 Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2 inch nominal thickness Section 4704 (b) [Section 4703 (b) for wall stripping ] Final partition layouts and details should be sub mitted prior to installation to justify compli- ance with occupancy, fire resistive, structural, and exit requirements Justifying test data in conformance with Section 106 or an ICBO research recommendation is required for Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one hour occupancy separation Section 1706 (c) Openings into rubbish and linen chutes should not be located in required exit corridors or stairways Section 1706 (c) SPECIAL OCCUPANCY REQUIREMENTS Group B ( <\ 36 37 38 _^ -39^ 40 41 B 3 Occupancies should be of one hour fire resistive construction if located in a basement or above the first story Section 702 (b) B 2 Occupancies with an occupant load of 1000 or more should be in Type 1, II, Ml one hour, III Heavy Timber or IV one hour buildings The assembly room should not be in a basement if it contains this high occupant load Section 702 (b) The mam entrance should front directly upon or have a 20 foot wide access to a public way at least 20 feet in width Section 703 Light and ventilatiorkshould compLwwith Section705 tf/t&v^&p ^^t^^M^eP/^ A One Hour Fire Resistive Occupancy Separation is required between the boiler or central heat- ing plant and the rest of the building Section708 Exterior openings for rooms containing a boiler or central heating plant should be protected with three fourths hour fire resistive assemblies that are fixed, automatic, or self closing if lo- cated below openings in another story or if less than 10 feet from other doors or windows in the same building Section 708 Group C 42 •-Atmospheric separations should comply with \5ection 802 (b) 43 44 45 46 47 Useyof rooms should be clarified Note thatrooms in Divisions 1 and 2 Occupancies used for day. care purposes and rooms used for kindergarten, first, or second grade pupils and Division SX^ccupancies cannot be located above the firsftory Section 802 (c) Special hazard room* should be separated from other portions of theXbuildmg by not less than a One-Hour Fire Resisttye Occupancy separa tion Section 802 (d) One required exit should fronKdirectiy upon, or have a 20 foot wide access to/Xj'ublic way at least 20 feet in width Section Sanitary facilities should be provided irN^fcord- ance with Section 805 Light and ventilation should comply with Section 805 Sheet No 2 of 6 Sheets 48 54 55 56 57 A One Hour Fire Resistive Occupancy Separation is required between the boiler or cenfral heat ing plant and the rest of the buUdfng Section 808 Group D / 49 50 51 52 / tt Group D, Division 1 Oo<*up3ncies should be of Type 1 or 11 construction unless complying with the Exception in Action 902 (b) Group D, DivisioK 2 (3) Occupancies should be of one hour/fire resistive construction Table No 5C / Light ancKventilation should comply with Section 905 / A Offe Hour Fire-Resistive Occupancy Separation ^required between the boiler or central heat /ng plant and the rest of the building Section '90S Exterior openings for rooms containing a boifer or centra! heating plant should be protected with three fourths-hour fire resistive assemblies that are fixed, automatic, or self closing if located below openings m another story or if less than 10 feet from other doors or windows in the same building Section 908 / Group F Motor vehicle service stations should be/of non combustible fire retardant treated woofl or one hour fire resistive construction Seirtion 1102 (b) ' Storage areas in excess of 1000 ^Square feet in connection with wholesale or retail sales should be separated from the public/areas by a One- Hour Fire Resistive Occupan/y Separation un- less the building is equipp/d throughout with an automatic fire extinguistfing system Section 1102 (b) Light and ventilation shoyld comply with Section 1105 Exhaust ventilation at/or near floor level is re quired by Section 1/05 A One Hour Fire-Resfistive Occupancy Separation is required betwtfen a boiler room or central heating plant ano the rest of the building Sec tion 1108 Group H 7 / 59 60 61 62 I t A Group H Occupancy more than two stories in height or Kaving more than 3000 square feet above th«! first story should be of one hour fire resjs/ve construction throughout Section 1302 (\fi The following rooms should have window areas as specified in Section 1305 (a), one half of whicrf is openable Mechanical ventilating system m bathrooms should provide five air changes per hour di /ectly to the outside Section 1305 (a) Afmdows from should not be considered as furnishing re uired light or ventilation since they do not open to a yard, court, or street m accordance with Section 1305 (a) Courts bounded on four sides with walls should be at least 10 feet in length For courts more than two stones in height, the required width should be increased by one foot and the re quired length by 2 feet for each additional story Section 1306 (c) 64 65 66 67 68 69 Every sleeping room below the fourth floor/ should have at least one window or exterior door approved for emergency exit or resccfe Section 1304 / roorr/should have the minimum ceiling height required in Section 1307 (a) / /room should have a minimum superficial/floor area of square feet Section 1307 (b) Efficiency dwelling units sfiould comply with Section 1308 / A One Hour Fire Resistiyfe Occupancy Separation is required between/a boiler room or central heating plant and/the rest of the building Section 1312 / Every dwelling u/it and guest room should have comfort heat/fig facilities as specified in Sec tion 1311 / Group J / 70 71 / Group/J Division 1 Occupancies are limited to 1000 (3000) square feet m floor area and one story m height Section 1502 Garages should not open directly into a room /used for steeping purposes Section 1504 An approved noncombustible material or asphal tic paving material is required for garage floor surfaces Section 1504 EXIT REQUIREMENTS ' 73 74 75 76 77 78 79 80 81 An occupant load sign is required m classrooms, assembly areas, etc , having an occupant load of more than 50 Section 3301 (j) See Conforming exits are required from the areas below as specified in Section 3302 (a) Exits should have a minimum separation of one- half the maximum overall diagonal of the build- ing or area served Section 3302 (c) No pomt m the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel Section 3302 (d) Exit door should swing" in the direction of egress Section 3303 (b) See doors Double acting doors are not allowed where serv- ing a tributary occupant load of more than 100 Section 3303 (b) Exit doors should be openable from the inside without the use of a key, special knowledge, or effort Section 3303 (c) Note also that flush bolts or surface bolts are prohibited Exit doors should be a minimum size of 3' x 6'8" with a minimum door swing of 90 degrees Section 3303 (d) The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b) Section 3303 (d) In consideration of door thicknesses, panic hardware, door swing, etc , the required exit widths have not been furnished See door n O nf C /(,*•— NaJ 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 A floor or landing not more than 1 inch below the threshold is required on each side of anexit door Section 3303 (h) Doors should not project more than 7 inches in- to the required corridor width when fully opened or more than one half into the requiredcorridor width when in any position Section 3304 (d) Revolving (sliding) (overhead) doors are not per mitted as exit doors Section 3303 (f) Exit doors should provide immediate access to an approved means of egress Section 3303 (g) Exiting through another room does not comply Corridors should have a minimum width of 44 inches Section 3304 (b) Corridors serving nonambulatory persons should have an 8 foot minimum width Section 3318 (c) Dead end of corridors and exit balconies arelimited to 20 ieet Section 3304 (f) Walls and ceilings of corridors should be of one hour fire resistive construction Section 3304 (g) An architectural section through the corn dor is necessary to determine how this is accomplished Exterior exit balconies cannot project into an area where protected openings are required due to location on property Section 3304 (i) Interior openings into corridors should be pro- tected as specified in Section 3304 (h) Stairway should havea minimum width of inches Trimand handrails should not project more than 3'/2 inches into the required width Section 3305 (b) Risers on stairways should not exceed 7y2inches and runs should not be less than 10inches Section 3305 (c) Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet Sec-tion 3305 (f) Landings should not be reduced in width more than 3J/2 inches by a door when fully openSection 3305 (f) Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure Section 3305 (g) Vertical distances between stairway landings are limited to 12 feet Section 3305 (h) Handrails should be placed not less than 30 inches nor more than 34 inches above the tread Section 3305 (i) Two handrails are re-quired where stairways exceed 44 inches inwidth Guardrails for stairs, balconies, and landings should conform with Section 1714 Note that maximum clearance between intermediate railsis 9 inches Openings in exterior walls within 10 feet of exterior stairways should be protected with self closing three fourths hour fire resistive assemblies Section 3305 (k) Enclosed usable space under interior stairwaysshould be protected on the enclosed side as required for one hour f*re resistive construetion Section 3305 (1) Noncombustible exterior stairs are requiredSection 3305 (m) -- ^ 103 104 105 106 107> 108 109 110 111 112 113 114 115 116 117 118 119 Exterior stairs should not project into an area (yards or courts) where wall openings must beprotected Section 3305 (m) One stairway should extend to the roof Section ' 3305 (n) It must be in a smokeproof enclosurein buildings over 75 feet m height Section3309 (b) Six foot 6 inch minimum headroom clearance for stairways should be indicated on plans Section 3305 (o) Note that this is from a plane tan gent to the stairway tread nosings Ramp slopes should not exceed one foot in feet Section 3306 (c) (d) Surface of ramps should be roughened or of a nonslip material Section 3306 (f) Stairways should be enclosed as specified inSection 3308 (a) One (two) hour fire-resistive walls are re quired (b) Only exit doors are allowed to open into exit enclosures(c) Doors should be labeled one (one and onehalf) hour fire assemblies (d) Exit enclosures should include a corridor on the ground floor extending to the exterior Fire resistive construction should be as re quired for the exit enclosure, including protected openings Only exit doors are per mitted to open into the corridor (e) An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level(f) Usable space is not allowed under the stairs One exit from the building should be a smoke-proof enclosure complying with Section 3309 Openings into exit courts less than 10 feet wide should be protected with labeled 45 minute fire assemblies Section 3310 (d) Also see "exitcourt" definition m Section 3301 (c) Openings more than 10 feet above the court floor are exempt No openings other than required exits are per mitted in exit passageways The passagewaysshould be of " hour fire resistive construction Section 3311 (a) Exit illumination and signs should be provided in conformance with Section 3312 Aisle (cross aisle) in auditorium should have a minimum width of Section 3313 (b) Section 3313 (e) Panic hardware is required on exit doors servingGroup B Occupancies having an occupant foad of more than 100 Section 3316 (a) In lieu of this, doors shall have no locks or latches Mam and side exits m conformance with Sec-tion 3315 are required for B 2 (1) Occupancies Section 3316 (a) Corridors of Group C Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet Section 3317 (e) Each floor above or below the ground floor level of Group C Occupancies should have no less than two exit stairs Section 3317 (g) Exit stairs serving an occupant load of more than 100 in a Group C Occupancy should have a minimum clear width of 5 feet Section 3317 (g) Every room with an occupant load exceeding 300 should have one of its exits into a separate exit system Section 3317 (b) Sheet No 4 of 6 Sheets 120 121 122 123 124 125 126 When three or more exits arc required, no more than two required exits should exit into the same exit system Section 3317 (b) No point in a room in a building should be more than 75 feet ID an exit corridor, enclosed stair way or exterior of the bui'ding Section 3317 (c) Exiting through adjoining rooms shook] cor/iply with Section 3317 (d) ^-, \JJUjirr* ' Panic hardware ts required on exit doors servingrooms containing more than 100 occupants and in corridors of Group C Occupancies Sec tion 3317 (j). Every room in a Group D Occupancy should have access to at least two legal means of egress Section 3318 (a) Doors from bedrooms and wards of Group D Occupancies and all exit openings where non ambulatory patients are housed should have aminimum clear width of 44 inches No pro jections m this width are allowed Section 3318 (b) Panic hardware us required on exit doors servingmore than 50 occupants in Group D Occupan cies unless there is no latch or lock Section 3318 (f) FIREPLACES AND CHIMNEYS FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127 128 129 130 131 The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding 1000 square feet Section 2517 (e) Attics of combustible material should be divided into areas not exceeding 3000 (9000) square feet Section 3205 (b) Roof drainage should be conducted under the public sidewalk Section 3207 (e) Overflow drains having the same size as roof drains and on independent dram lines are re quired In lieu of this, overflow scuppers three times the size of roof drains should be installedin parapet walls Overflow system should have inlets located 2 inches above the low points of the roof Section 3207 (c) The aggregate area of penthouses and other roof structures cannot exceed 33 Va percent of the supporting roof area Section 3601 (b) FIRE-EXTlNGUiSHING SYSTEM 132 133 134 135 136 137 An approved automatic fire-extinguishing system in the . is required Section 3802 (b) This includes blind spaces - enclosed wholly or partly by combustible construction Dry standpipes are required in buildings four or more stories in height Section 3803 Wet standpipes are required as specified in Sec tion 3804 Combination standpipes are required in build- ings exeeding 150 feet in height Section 3805 (b) Buildings six stories or more in height should be provided with not less than one standpipe dur-ing construction Section 3806 (b) Fire extinguishing system plans should be sub mitted to you to determine compliance withapplicable building, plumbing, and fire codes 138 139 Chimneys should comply with Sections 3703 and 3704 Fireplaces and barbecues should comply with Section 3707 FINISH WORK /< 140 141 142 143 144 — --"' The interior wall and ceiling finishes should be specified and comply with Table No 42 B and Section 4203 Gypsum wallboard (interior lath and plaster) cannot be installed on weather exposed sur faces Sections 4705, 1711 See Section 424 for definition of weather exposed surface Skylights should comply with Chapter 34 Plastic skylights are allowed only under the conditions specified in Section 5205 Glass and glazing should comply with Chapter^ 54 Type and thickness of glass should be *" •v specified /Glass and glazing in hazardous locations should _ comply w,th Section 5406_ ^^ ^^ ( 145 146 147 148 149 150 151 ,*-—>*, 152^ 153 154 155 156 Special inspection in conformance with Section 305 is required for the following work (a) Structural concrete w^ere the design is based on an ultimate compressive strength in excess of 2000 pounds per square inch (b) All welding except where done in the shop of an approved fabricator (c) Installation of high strength bolts (d) Prestressmg work (e) Masonry work required by Chapter 24 Soil classification in conformance with Table No 28-B and pounds per square foot soil bearing value used in design should be specified on plans Section 2905 (a) The foundation investigation report mentioned in plans was not included in data forwarded to us It should be submitted for review All masonry or concrete elements resisting seis mic forces should qualify as reinforced ele ments Section 2314 (k) 3 Precast concrete wall panels are limited to an h/t ratio of 36 (25) Section 2616 (c) Wood members may support loads from ma sonry or concrete only under the conditions specified in Section 2516 (a) Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup porting dead and live loads This includes foundations ' Justifying calculations and details should be pro-vided for fi/fa&iry*sirct jt/&&<6o Roofs shall be designed for snow loads ofpounds per square foot Section 2305 (c) The roof should be designed for uplift wmd pres sures with due consideration for lateral support of compression flanges of flexural members Floor load should consider a 20 pound per square foot partition load Section 2302 (b) Marquees should be designed fora 60 pound per square foot live load Table No 23 A Sheet No 5 of 6 Sheets 157 158 159 360 161 162 163 164 165 166 Garages for the storage of private pleasure cars should be designed fora minimum 2000 pound wheel load Section 2302 (b) Live load signs are required Section 2309 See Glued laminated lumber should be fabricated in accordance with Section 2511 (f) Allowable stress rn glued laminated members over 12 inches in depth should consider a depth reduction factor Section 2511 (d) 6 Bolted connections exposed to the weather are limited to 75 percent of the allowable loadunder protected conditions U B C Standard No 25 17 Anchorage of concrete and masonry walls shouldcomply with Section 2313 Plywood grades should conform with Table No 25 B Justification is required that sufficient slope orcamber is available to assure adequate roofdrainage after long time deflections In lieu of this, roofs must be designed for possible pond ing of water Section 2305 (e) Details on stressing method and hardware along with justifying data are requned on prestressed concrete work This data should be submitted and approved prior to ordering of materialNote that all tendons should comply with Sectton 4303 (c) 3, for fire resistive purposes Welding data or details for steel decking used as a diaphragm should be provided Information should comply with a specific 1CBO research recommendation or test data submitted in- compliance with Section 106 Additional Corrections (167 168 169 170 171 172 173 174 175 \ Details should be provided on roof (floor) dia phragm connections that indicate how the shears are transferred to vertical shear resist ing elements Connections should be justified with structural calculations for compliance with allowable values Nailing for gypsum board (lath, sheathing board) used structurally on shear wails should be specified to comply with Table No 47 1 Shear walls utilizing gypsum board (lath, sheath ing board) cannot be used to resist loads im posed by masonry or concrete walls Footnote 1, Table No 47-1 Railings should be designed to withstand a 20 (50) pound per foot horizontal force Table No 23 C Ceiling joists should be designed for total load of not less than 10 (20) pounds per square foot Table No 23 C Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b) should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106 Plans should indicate that foundations extend below the frost line Provide complete specification in conformance with the design for ' These sheets are a part of the plans and shall remain attached thereto Corrections as above indicated will be complied with Rechecked and Approved (Sign Here) (Signature of Owner or Applicant) Date Checked by Date Sheet No 6 of 6 Sheets .•&-+iM,ff&. v*^-—Y"™^fc-*1^fc^*-**^*«^-i^'~r->^- *••['»- BY SHT UJ, l.<?I.S* M «>„ /A. ->J* iUL G 1977 .*V, • 7- Frtftf^a^^S ir-v« U-)»JU~. to \o _4n BY lo / C io^> 3V 0. C° T- Mrn •»0 CHK e. SHT 3> . . u i 1