HomeMy WebLinkAbout2801 ROOSEVELT ST; ; 79-4839; PermitMO DEL NO. . ' BUILD,NG PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008 ,
Applicant to complete numbered spaces only. Phone 729-1181
tOscc. ATTACHto SHCETI
CITY LIC, NO.
4
tNGJNC[A
5
MAIL AOOACSS 8fllANCH
NO. BDRMS NO. BATHS
8 Class of work: □NEW ~OOITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE
10 ~z:i=! s:::r-,
Change of use to
11 Valuation of work: $ PLAN C HECK FEES
SPECIAL CONDITIONS:
~-------------------------------4 Size of Bid . (Total) Sq. Ft
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB•
ING, HEATING, VENTI LATING OR AIR CONDITIONING.
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 ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK W ILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTI NG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
No. of
Dwelling Units
Special Approvals
PLANNING DEPT.
HEAL TH DEPT.
Fl RE DEPT.
SOIL REPORT
OTHER (Specify)
ENGINEERING DEPT.
/S-7 ol,
M ICRO FILM FEE 0 -"
Max.
0cc. Lo ad
Fire Sprinklers
Required O Yes D No
OFFST~ET PARKING SPACES:
No. No.
Covered Sq. Ft. Open
Required Received Not Required
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
d. dr;-'
TOTAL FEES$ ;zt / -
...
INSPECTION RECORD
DATE REMARKS INSPECTOR
FOUNDATIONS:
SET BACK
TRENCH
REINFORCING
FOUNDATION WALL &
WEATHER PROOFING
CONCRETE SLAB
FRAMING -
INT. LATHING OR DRYWALL
EXT. LATHING
MASONRY
/
FINAL i{jf~ /(~ [ I V 7 u
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.
C,RDINANCE NO . 8 058 . --··---'--~---1-· PLCASE RETUFN til1'H ORIGINAL PLANS
f_:•f"i'D~G 1976 U.B.C. PIAN O-IECK LIST MAKE ALL O)RRECTIONS CIRCLED BF..I.a'l
ON P.Ll\NS IN lNK & FIAG FOR I. D.
"Pil'"":t CIIEC:K # 79--1-f~.-
~-~~:i:X ------------------
S'I'fil'E l\DDP£SS ---·---------------------------V\/ I -r-rl t,('(f:
At'1.GII'IBCT ( c.esi g-.1ei.·) '!'YPE OE' C"'ONS'J'HUCTION Y-N 1/c!Ju. r Err~R"R.
WALL$
EN3INEER OCCUPANCY CLASSIFICATION T3 ~ ----------------I
'lDI'.AL J::isl!!@I ll&il:: FLC0R AREA ) () </ SQ. Fr. FIRE ZONE t~ £-smFJ.Es
FIOOR AREA:
(
QCCUPN.JT LOAD .
/
VP..T,UA'rI0:-1
1976 UNifORi.~ BUILDING O)DE
PIAN CHECKER
GENERAL C
-~ _HandicapJ?e ies required (Section
·---Hea.1-:-.h depart:rrP..nt approval required.
___ In the abs~nce of uses specified on floor plans for all areas , the occupant
l oad has been based on one per _ __,~square feet for the unidentified areas .
'rhe validity of this should be confirmed to your satisfaction.
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All sigris require a 1,,--ermit .
Ground eldvations should be shCMn at comers of the building and at changes in
ground slope. The ground elevations should be taken at the l o;.vest point be-
tween the exterior wall and a point five feet out or at the property line, if
closer. Where the exterior wall is parallel to and Hithin 5 feet o-f: a public
sidewalk, all ey, or other public way , the ground elevations should be the e le-
vations should be the elevation of the pubJ.:Lc way . The number of stories in
this buildjng cannot be detennined until t his data -is furnished.
---· •rhe rosement (Cellnr) is oonside.red the first story. See "Story" in Sec. 420 .
·---The building area includes mezzanines and balconies, e.xcept for private balconies
er J.X)rtions thereof projecting beyond th~ adjacent exterior wall line.
'rhe total floor area is limited to _______ sq. ft •. including increas~s of
---·--percent for location in Fire ~one #3 , · • · ' ~ . ' , percent for
foot yards , 100 per.cent for multistory condit ion and ----------tripling (Doubling) for sprinklers. Sections 505 and 506.
' ____ Ur;obstructed yards of _____ feet should be maintained on_..,-, . ...-.~~-~
sides of th~ building for area increases. Se.ction 506 .
______ -hour area separati on walls should canply with Section 505 (c)
(f.1,) ExtE"nd vertically fran the foundation to a point 30 inches above the
ra:if except under the following conditions:
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(2)
(1) If the roof is of at lea8t two-hour fire-resistive construction~
(2) If for a two-hour area separn.t:i.on wall, th~ roof tor 5 feet 0:1
each side of the wall is of one-hour fire-resistive construct ion.
(b) Total width of all openings limited to 25 percent of the wall length ir.
the story under consideration.
(c) All openings projected with fire assffilblies having a fire-resisti·.Je
rating of one-and-one-half (three) hours.
(d) n.icts through area separation walls should be ·avoided. If allowed,
fire da-npers on each side of the wall are required. Section 43 . 704 ,
·· ... · U.B.C. Standatds. · ~-· · · ·· ~-·· · · · ·
No through penetrations with elec., pllunbg., etc. allowed.
Area separations need not extend to the outer edges of horizontal projecting
elements such as balronies (roof overhar.9s) (o::-_nopies) (marquees) (Archi-
tectural projections } if the e.xterior wall at the tennl.nation of the separation
wall and the projecti ng elei-nent s above are of r.ot les s than one-hour £5..r e-
resistive construction for a width equal to the depth of the projecting
elements with openings in this width protected with three-fourths-hour. fire-
resistive assemblies. Section 505 (c)-2 ShCM on Floor Plans.
Area separation walls at points of a building having different heights
(a ) May extend only 30 inches above the lower roof level provided the
exterior wall above is of one-hour fire-resistive oonstruct.ion to a
height of 10 feet above the l ower roof with openings protected with
three-fourths-hour fire-resistive assemblies.
(b) May tenninate at the l ower roof provided the roof is of at l east one·-
hour fire-resistive oonstruction without openings for a width of 10
feet measured fran the wall. Section 50 5 ( c) -4 •
___ A ____ -hour fiLe-resistive occupancy separation in confonnance with tabl e
#5-B and Section 503 is requi~ed between the following:
TYPE OF CDNSI'RUCTIQ\l
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Me:-:zan.ines should comply with the definition set forth in Section 414.
(a ) The f loor area cannot exceed one-third the f loor area of the roan :in
which it is located. '!'he policy of the tenn "total floor area in that
rcx:m" is as follcws:
(1) The mezzanine must be open to the area .bel ow except for handrails.
(2) No roc.'TIS directly below the rrezzanine floor are allowed except for
bathrcx:rns, entry areas and closets. Kitchens having ead1 ccr.mon
wall at l east 50 percent open to tbe area are allc:Med.
(b) The height above and belCM shall be at least 7 feet".
Roof oovering should be fire retardant. Section 1602 (b), 1603 (a) or 1704 . _, ·
Details or specifi cations ccrnplying with Section 3203 (e) are required.
Min.imum #9 gaige wire or the equivalent is required for horizontal reinfor cement
in anchoLed veneer jn Seismic Zone #3. Section 30 .104 (a} of U.B.C. standards .
Ties should be anchored to this reinforceinent.
____ Exterior veneer more than 20 feet in height attached to wood framing is not
all~ unless provisions for differential n-ovemcnt are approved by you . Section 3001 (b).
I
• l I I • I I
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( 3)
, Anchored veneer QV€'..r 20 feet in height should be supported with noncanbustible,
.----•-oorrosion-resistant ledgers at a maximum of 12 feet on center above the 20 foot
height. Section 3006 (b).
----Show planter box details as~ Sec. 2517 (c)
___ Rocms in whid1 nlbbish ( line n) chutes terminate should be separated £ran the
rf'Th:l.inder of the building with a one-hour occupancy separation. Section 1705 (c)
Note SJ:>ettial t.·eatment of chute for shaft protection as it enters the :::ubbish
roan.
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----
Openings into rubbish and linen chutes should not be located in required exit
rorridors or stairways. Section 1706 (c)
Nonabsorbent finish and backing for toilet rcx:rn floors, wall s of toilet
a::mpart:rno..nts, and walls around urinals should confo:rm with Section 1711 ( a)
A property line should be assu:ned between rourt walls to deter.mine wall and
OpE'.ning protection. Section 504 (c). Also see definition of court. Sec. 404 .
Exterior (oourt) walls within i~t. of property lines should be of
---.=-,,.q::i._ / -hour ronstruct--,-.io-n-.--S-ect-ion ______ 03 (a).
Fire-resistive rating of exterior walls should be maintained through attic
---areas. Section 4304 (c)
____ Openings in exterior (court) walls within __ --,-ft. of property lines should
be protected with three-fourths-hour fire assemblies. (section ____ 03 (b).
----Usable space under the first floor except in Group I (J) Occupancies should be
enclosed as required in Section 1703.
Fire-resistive construction for structural elements in the exterior wall s should ---ccmply with Footnote # 1 of Table # 17-A and Section______ See Section
1702 for clarification.
Eight-inch roncrete block walls should be grouted solid to qualify as a four----
/4
hour fire-resistive assembly. Item# 30 , Table # 43:-B, including footnotes
2 and 7.
Parapet walls not less than 30 inches .in height are required. Sec.tion 1709.
All
Eave overhangs and similar architectural projections should ccmply with Sec. 1710 ---
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--~
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Shawe..r stall walls should be finished with a hard, nonabsorbent surface to a
height of 6 feet. Section 1711 (b). Fiberglass or other prefabricated finishes
should be covered by a research recxmnendation or complete justifying data
under section 106 should be submitted.
D::>ors, windows and panels of shower and bathtub enclosure should canply with
Section 17}1 (c toe).
Envelope ceilings should satisfy the following conditions. Section 4303 (b)-6.
(a) Should not be used to provide fire protection for beam and girders
supporting rrore than one floor.
(b) Columns should be individually fire protected.
{c) Duct and outlet openings are limited to 100 square inches in each
100 square feet of ceiling area and should be protected with approved
fire dampers.
(d) Electrical outlet boxes should 'be of steel and not greater than 16
square ind1es in area.
Gypsum board or plaster ceilings in conjunction with fire-resistive assemblies
should be supported at intervals not exceeding 16 inches. Items 22 through
27, Table# 43-C. Wood Trusses do not Canply.
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(4)
Fire-resistive lightweight co'1crete fill on wocx:1 decks at \• eather-e.xposed
locations require greater density and strength than for interior ronditior:s.
Confortr.3.'1C'2: ";\'ith re:search rec..··otn.'Tl.endat i 0n r.,oncu.t:ions is required or justi-
fying data should be sub.nitted under Sect .io!'l 106.
Unless specifically allowed by a research reccmnendation or substantiated
with test data under Section 106, special coverings for decks, balconies,
pa.tics, etc., cannot replace any part of a fire-resistive assembly in refer-
ence to footnote # 14, Table # 43-C. Attention is directed to ------
Fire-resistive systans involving wood trusses should canply with applicable
research reccmnendations. Conventional fire-resistive syste.rns using wood
joists are not applicable. Reference is rr.ade to Item 10, Part II, research
Recarrnendation # 1000; one-hour ceiling oonstruction, part II, Research
Recorrmendation # 1352; or Item 04, Part II, Research Rec:x:mnendation # 1602 .
Note that all involve double gypsum board with resilient channels between.
____ Final partition lc:youts and details should be sul:mitted prior to installation
to justify ccrnpliance with occupancy, fire resistive, structural and exit re-
quirements. '
Justifying test data in coafonnance with Section 106 or an ICBO Research re-____
.xmnendation is required for_
Growi<'
A.2 occupancies should be of one-hour fire-resistive construction if located ----in a basement or above the first story. Section 702 (b).
A.2 occupancies with an occupant load of 1000 or more should be in Types I,
----II or III one-hour buildings. The assembly roan should not be in a basement if
it contains this high occupant load. Sectio1i 702 (b).
The main entrance should front directly upon or have a 20-feet wide access to ----a public way at least 20 feet in width. Section 703·.
----Light and ventilation should ccmply with Section 705 .
An approved, conspictuously marked, outside gas shutoff valve is required.
----Section 708.
Group.rs • Buildings housing E occupancies should be of one-hour fire-resistive con-
./ struction throughout. Section 802 (a) and Table # 5-C.
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Use of rocm.s should be clarified. Note that roans having an occupant load
of more than 100 and rocm.s used for Kindergarten, first or Second Grade cannot
be located above the first story above grade except in Type I construction.
Section so2· (b).
A one-hour fire-resistive separation is required between l aboratories, shops,
storage roans. These areas should also be separated fran other classrOCI!lS.
Section 802 (b).
One required exit should front directly upon or have a 20 foot wide access
to a public way at least 20 feet in width. Section803 (a).
Sanitary facilities should be provided in accordance with Section 805.
____ An approved, conspicuously roarked, outside gas shutoff valve is required.
Section 808.
----Open plan educational buildings under Section 810 should ccmply with other
applicable sections. This includes speci al requirements for fire sprinklers
in Section 3317 (a).
~l Occupancies should be of Type I or II construction unless cxmplying with
the Exception in Section 902 (b).
I-2 (3) Occupancies should be of one-hour fire-resistive construction through-
out. •rable # 5-C.
___ Light and ventilation should ccrnply with Section 905.
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(5)
Exterior openings for rooms oontaining a boiler or central heating pl ant
should be protected with three-fourths-hour fire-resistive assemblies that
are fixed, autanatic, or self-closi ng if located belav1 openings in another
story or if less than 10 f eet £ran either doors or windows in the same building.
Section 908 .
____ An approved, conspicuously marked, outside gas shutoff valve is required.
Section 908
Groµp"'i( ?.
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In order to allow the added story height and/or omissi on of area separation
walls in the parking areas, the following oonditions set forth in Section
1102 (b) should be observed.
(a) The parJdng level is of Type I construction.
(b) There is a three-hour noncanbustible occupancy separation between the
parking area and the occupancy above.
(c) Structural support for the three-hour floor should have equivalent fire-
resistive protection. Eight inch ooncrete block walls , where used under
this oondition, must ccmply with Tabl e# 43-B or have al l cells grouted.
Section 503 (d).
(d) Enclosures for f l oor openings sh::mld be of two-hour oonstruction. Openings
in the enclosure walls should be protected with l abeled one-and-one half
hour fire assemblies or approved fire.dampers.
The provisions of Section 1102 (b) are applicable to a"t:"ea and story limitations
onl y .
(a ) Existing requirements of Chapter 33 are based on the total number of
stories in the building.
M::>tor vehicle service st~tions should be of noncanbustibl e or one-hour fi~e-
resistive oonstruction. Section 1102 (b). Heavy tirrber roofs for one story
service stations are also allowed.
____ Floors of storage garages should be entirely protected ag~inst saturation .•
Section llo2 (b) •
Storage areas in excess of 1000 square feet in oonnectior. with wholesale or
---retail sales should be · separated £ran the publ ic areas ·by a one-hour fire-
resistive occupancy separation. Fire sprinklers may be used to increase the
area or waive the separations as set forth in Section 1102 (b).
---Light and ventilation should oornply with Section 1105. Mechani cal ventilation
is required in garages exceeding 5000 square feet • .
---Exhaust ventilation at or near floor l evel is required by Section 1105 .
Grol,lPS H & I
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An H occupancy more than two stories in height or havi ng rrore than 3000 sg,.1are
f eet above the first floor should be of one-hour fire-resistive oonstruction
throughout. Section 1302 (b) .
The following rooms should have window areas as specified in Section 1305 (a)
(1405) (a), pne-hal f of which is openabl e.
Mechanical ventilating system in baths should provide five air changes per
hour directly to the outside. Section 1305 (a ). Section 1405 (a ).
Fan capacity should be specified.
____ Windows fran_-,,----....-:-r----...----:---.--..-----:--,-----,-~,,.---:-...---.--7' should not be oonsidercd as furnishing required l ight or ventilation smce they do not open
---
to a yard, oourt, or street in acoordance with Section 1305 (a).Section 1405 (a).
C.Ourts bounded on four sides with walls should be at least 10 feet i n length.
For oourts m::>re than tv.o stories in height, the required width should be in-
creased by 1 foot and the required length by 2 feet for each additional story.
Section 1306 (c).
___
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(6)
Habitabl e rcom.s in cellars are not allo,.,,ed. See "habitable roan" de-
finition in Section 409 . This intent is to prohibit such rooms to be
fonned with retainir1g walls.
room does not have the m.i.ninr,.ll.71 ccili.-:.g ------------------heig~t required in Section 1307 (a). Section 1406 (a).
r oan should have a minimum sup•'•Jficial
floor area of --square feet. Section 1307 (b). Section 1406 (b). ------
A toilet roan should not open directl y i.11to a kitchen. Section 1305 (b ).
Section 1405 (b).
Efficiency dwelling units should cx:nply with Section 1308.
A one-hour fire-resistive occupancy separation .is required between a ooilei:·
---roan or cPJltral heating plant and t..'1.e rest of the building. Section 1312.
---Every dwelling unit and guest roan should have canfo:ct heating facilities as
specified in Section 1311. (Section 1409)
~·
M occupancies are l imited to 1000 (3000) square feet in f l oor area and one ---story in height. Section 1502.
Exhaust ventil ation openings in a garage ?Lre required by Section 1504. ----
Garages should not open directly into a roan used for s leeping purposes. ---Section 1504.
___ An approved nonccrnbustible material i s required for garage floor surfaces.
Section 1504 .
Exits:
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~&.42-7-7?"L
Conforming exits are required. frau the areas below as specified in Sec. 3302 (a).
Exits should have a minimum separation of½ the diagonal of the roan or area
served. Section3302 (c). For irregular shaped buildings or buildings with
inner courts, it has been the policy to use the perimeter of a square whose
area is equal to that of the actual buildin.g to detennine the required minimum
separation of exits, on this basis the distance between exits should be at
least _______ feet.
___ An occupant l oad sign is required in the ________________ _
Secti on 3301 (j).
---No point in the building should be rrore than 150 (200) feet frau an exterior
exit, horizontal exit, encl osed stairway, or exit passageway, measured in the
direction of travel. Section 3302 (d).
Exit doors should swing in the direction of egress. Section 3303 (b). ----
Double acting doors are not allowed where serving a tributary occupant load
---of ITOre than 100. Sect.ion 3303 (b) .
( .
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(7)
Exit doors should be openable £ran the inside without the use of a key.
s~cial knowledge, or effort. Section 3303 (c). Note also that surface
m:..1unted flush of surface bolts are prohibited. Automatic flush bolts are
allo·wed en pairs of doors provided the dcor with the flush bolt has no knobs
or surface rrounted r_ardware and the 1.Ir1].a-tc!.-1.i'1g of any leaf requires only a
single operation.
The net dimension (clear width) at doo:r:wavs should be used in determining
----exit widths required by Section 3302 (b). -Section 3303 (d). In consideration
of door thicknesses , panic hardware, dCX)r swing, etc., the required exit widths
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have not been furnished. See dCX)r --------------------
re than 1 inch below the threshold is required on
Section 3303 (h). (M occupancies e-cepted.)
Ixx>rs hould not project more than 7 inches into the reg:uired corridor width
when fully opened or rrore than one-half into the required corridor width when
in any position. Section 3304 (d).
Revolving (slidir1g) (overhead) doors are not perrnitt.E:d as exit dorrs .
Sect.ion 3303 (£).
Exit dCX)rs should provide .inmediate access to an approved means of eg.-:ess.
Section 3303 (g). Exiting through another rcx:rn does not canply unless the
r) canplies as an accessory area in ccrrpliance with Section 3302 (e).
A 'landing or floor that is level or not more than. 1 inch lowe.r than the
threshold is required on each side of an exit door. Section 3304 (h).
Supplementary doors for egress purposes should also ccmply with all provisions
of Chapter 33. Section 3303 (j).
Corridors should have a minimum width of 44 inches. Section3304 (b).
Corridors serving nonambulatory persons should have an 8 foot minimum width.
Section 3318 (c).
Dead end oorridors are limited to 20 feet. Section 3304 (f).
Walls and ceilings of oorridors should be of one-hour fire-resistive con-
struction. Section 3304 (g). An Architectural section through the corridor
is necessary to determine how this is accx:mplished. See the enclosed sheet
of rea::mnended details.
Exterior exit balconies cannot project into an area where protected openings
are required.
Interior openings into oorridors should be protected as set forth in Section
3304 (h).
___ Stairway --------=---=------=----==-=--should have a minimum width of
inches. Trim and handrails should not project more ----~,--~----,--th an 3½ inches into tbe required width. Section 3305 (b).
___ Risers on stairways should not exceed 7½ inches and .runs should not be less
than 10 inches. 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. Section 3305 (f).
---Basement portion of stail:ways should have an pa.proved barrier where continuous
to upper floors in an exit enclosure. Sec-~ion 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 ,-.'--" ........ -I-above the tread. Section 3305 (i). Two handrails are required where stair-~~id6. 11(No arulraiLs i 1~ ~~~.
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( 8)
___ Guardrails for stairs, balconies, and landings should confonn with Section •1714.
Note that maximum clearance between intermediate rail s is 9 inches and rail
height should be 42 inches.
___ Enclosed . usable. space under interio:i-:-stairways shc1uld be _ protected en t..'1e
enclosed sidP. as required for one-hour fire-resi ~tive construction. Secti0n
3305 (1) • 16" o. c. P-.caming M:i11_.
---Noncx::mbustible exterior stain; are r equired. Section 3305 (m) •
---Exterior stairs should not project into an area (yards c;>r courts) where wall
ope11ings must be protected. Sect.i on 3305 (m) •
___ Six-foot 6-inch minimun headrOClll clearance for stairways should be indicated
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on plans. Section 3305 ( c) • Note that this i s fran a plane tangent to the
stairway tread nosings.
y"2__ ) feet.
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Section
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face of rampp should be roughened or of a nonslip material. Section
~ '1.
irways
1 •
should be enclosed ass cified in Section 3308.
(a) One (two)-hour fire-resistive walls are required.
(b) Onl y exit doors are allowed to open into exit enclosures.
(c) D:x)rs shoul d be l a.bled one (one-and-one-half )-hour fire assembl ies
with additional requirement of rnaxirr.un 450°F~-Temperature rise above
ambient after 30 minutes of fire test.
(d) Exit enclosures should include a corridor on the ground fl.car extending
to the exterior. Fire-resistive construction should be as required for
the exit enclosure, including protected openings. Onl y exit doors are
permitted to open into the corridor.
(e ) lID approved barrier is required at the ground f l oor to prevent people
frau p.ccidentl?lY continuing to the lo.ver level.
(f ) Usable space is not all owed under the stairs.
Openings into exit courts l ess than 10 feet wide should be protected with
l abeled 45 minute fire assemblies. Section 3310 (d). Also see "Exit court11
definition in Section 3301 (c). ~gs more than 10 feet above the court
floor are exempted.
No openings other than required exits are pennitted in exit passageways. The
passageways should be of · · · -hour fire-resistive construction.
Section 331I (a). Openings should be protected with l abel ed three-fourths-
hour fire assemblies.
Exit signs should be provided in confonnance with Section 3312.
Panic hardware is required on ex·it doors serving Group A. l occupancies having
an occupant load of rrore than 100. Section 3316 (a). Iri lieu of this, doors
should have no locks or latches.
Main and side exits in conformance with Section 3315 are required for A.l
----occupanci es. Section 3316 (a) •
---Every roan in a E-1 occupancy s hall be provided with exiting cx:rnplying with
Section 3317 (a). This requires fire sprinklers unless the specific re-
quirements are followed.
Corridors of Group E-1 occupancies should have a width required by Section ----3302 plus 2 feet, but not less than 6 feet. Section 3317 (b).
. '
, . (9)
___ , _ Each floor above or belo-w the ground floot level of Group E occupancies should
have no less them tVvD exit stairs. Section 3317 (c).
___ Exit stairs sei.-ving an occupant load of mere than 100 in a E occupancy should
have c:1 nG.nimum clear width of 5 feet. Section 3317 ( c) .
Exit doors cannot be :rrore than 2 feet narrower than the required cnrridor ---width in Group E occupancies. Section 3317 (d).
___ Exit dcors from schoolro::ir.s should swing in the direction of egress. Section
3317 (d).
Rooms of Group E occupancies used by pupils and located below grade should ---have one exit l eading directl y to the exterior of the building. Section 3317 (e).
---Panic hardware is required on exit doors serving roans containing rrore than
100 occupants and in corridors of Groop I occupancies. Section 3317 (f).
---Every sleeping roan below the fourth floor should have one openable window
or exterior door confornri.ng to Section 1304 (1404) for emergency exit or
rescue. This includes tre.zzanines.
FiroR, OCOF CX:X~SI'RUCTICN' CX>VERING, SKYLIGHI'S , IroF s•rRI.JcruRES
Venting is required for elevator shafts extending rrore than two stories. ---Section 1706 (d). The larger of·3½ percent of the shaft area or 3 square ft.
per elevator should be provided.
'!he space between wcx::x:1 floor construction and a suspended ceiling below ----should be divided into areas not exceeru.ng 1000 square feet. Section 2517 (e).
----Srroke and heat vents should be provided in accordance with Section 3206 (a).
___ 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 drain
lines are required. In lieu of this, overflCM scuppers three times the size
of roof drains should be installed in parapet walls. Overfl ow system should
_ have inlets l ocated 2 i nches above the lCM points of the roof. Section 3207 (c) ·jj_~,~~~--~-=-~AA~D.
·· An approved autanatic fire-e.xtingui · g s . em is reg/;:a._-~ -~-------
---
----
Section 3802. This includes blind spaces en-
closed wholJ_y or partly by combustible construction. U.B.C. Standard # 38.138 (k).
Wet standpipes are required as specified in Section 3804.
Fire-extinguishing system plans should be su1:In.i.tted to determine ccmpliance
with applicable building, pltlmbing and fire codes.
FIREPLACES & BARBECUES SHOULD CCMPLY WITH SECTION 3704.
FIREAI.ARM SYSTEM AS PER TITLE.24 of 0-iAPI'ER 13, SECTION B 1316.
FINISH T-ORK
The interior wall and ceiling finishes should be specified and a.:mply with ---table# 42-B and Section 4203 .
---Gypsum wallboard (interior l ath and plaster) cannot be installed on weather-
exposed surfaces. See Section424 for definition.
---Skylights should cx:mply with Chapter 34. Plastic skylights are a llowed only
under the conditions specified in Section 5205.
Ranges should have a vertical clearance of 30 inches above the cooking top to ---unprotected canbustibl e material. This can be reduced to 24 inches if the
canbustible material is protected with minimum l" inch asbestos millboard, # 28
gauge sheet metnl or a metal ventilating hood. Section 1901 (a)-unifo:rrn
MechanicaL.Code.
---
----
(10)
Soils report required.
Special inspection in-oonforTI1ance with Sectior. 305-is ·required for th<':!
following work:
(a) Structural ooncrete wh~.re tJ1e design is based on an ultimate ccrn;;,ressive
strength in excess· of 2000 i;-ounds per square inei'1.
(b) All welding except where done in the snop of an approved fabricator.
(c) Installation of high strength bolts.
(d) Prestressing work.
___ Wcx:xl members may supJ:X)rt loads fran masonry or cxmcrete only under the oon-
ditions specified in Section 2516 (a). ·
Structural calculations should be subniH:ec'1• to justify .the adequacy of the ---structurai ~~ys tern in resisting seismic and wi.1d loads, and su-pporting dead and
live loads. This includes foundations.
Justifying calculations and details should be provided for -------------
The roof shot1ld be designed for uplift w.ind pressures with due oonsideration ---for lateral support of a:::impression flanges of f lexural members.
Floor load should oonsider a 20 pound per square foot partition load. Section · ---2302 (b).
Marquees should be designed for a 60 pound pei-square foot live load. Table
---number 23-A
2x laminated beams should be spiked together as specified in-Table No. 25-o. ---Section 2518 (c).
Live l oad signs are required. Section 2309. See -----------------
Glued-laminated lumber should be fabricat.ed in accordance with U.B.C. standard ----number 25-10 . A certificate of inspection should be submitted to the Building
Department.
Allowable stress in glued-laminated members over 12 inches in depth should ---oonsider a depth reduction factor. Section 2511 (d)-6.
P..adial stresses in curved glued-laminated members should be within allowable ---values. Sedt,ion 2511 (d)-4. Radial tension stresses are limited o 15 pounds
per square inch. If the radial tension exceeds this allowable,. mechanical
fasteners should be used to resist the entire stress.
Wood studs are lim.ited to fourteen feet in height for 2 x 4 and 3 x 4's and to ---20 feet for 2 x 6's. Section 2518 (f)-2.
EXterior walls and bearing partitions below the seoond story in three-story ---~ buildings should be 3 x 4 or 2 x 6 studs. Section 2518 (f)-1
---Bolted oonnections exposed to the weather are limited to 75 percent of the
allavable load under protected oonditions. Section 25 1711 (c). Unifonn
Building Code standards. .
Spacing of lx>\t s should ~nply wJ..th Section 25.1713, Unifonn Building Code
standards. /.. ,/ / , • .I AJ ' J
Anchorage c4 ooncrete and masonry walls should ccmply with Section 231;. ---Designs which rely on cross grain tension of wood members are not acceptable
since the Code has no allowable'value. A positive means of connection such as
joist anchors or clip angles should be provided.
. '
.I
i ' ' • (J.1)
(
, __ _ Exterior non.bearing walls should comply with Section 2314 (k)-5. Note t.'1-iat
connections for seismic purposes should be based on a "CP" factor of two.
Table # 23-l.
___ Plywood grades should confonn with Table # 25-B, and .sh~ on plans.
---
---
---
----
---
---
-~--
---
Justlfication is required that sufficient slope or camber is available to
ass'...rre adequate roof drainage after :Long t.fo:e deflections. In lieu of this,
roofs must be designed for possible ponding of water. Section 2305 (f).
(¼" per foot min.).
Details on stressing method illld hardware along with justifying data are re-
qui.red on prestressed concrete work. This data should be submitted and
approved prior to ordering of material. Note that all tendons should ccmply
with Section 4303 (c)-3, for fire-re~istive purposes.
Welding data or details for steel decking used as a diaphram should be pro-
vided. Information should canply with a specific IQ?O research recorrrnendation
or test data su1:Initted in <Xlmf)liance with Section 106.
Details should be provided on roof (floor) diaphra.u connections that indicate
how the shears are transferred to _vertical shear·-resisting elements.
Connections should be justified with structural calculations for canpliance
with allaNCtble values.
Straight sheathed d1;cking should be justified for di.aphram .action since it is
not covered under Section 2514. Justification should be based on the dis-
cussion of transverse sheathing, page 4-126 of the Timber Construction 1'1anual
issued by the American Institute of Timber Construction.
Nailing for gypsum board (lath, sheathing, board) used structurall y on shear
walls should be specified and canply with Table# 47-I and noted on the plans.
Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to
resist loads .imposed by masonry or concrete walls. Footnote 1, Table# 47-I.
Railings should be designed to withstand a 20 pound per foot horizontal force.
Table·23 (b) 9.
Ceiling joists should be designed for total load of not less than 10 pounds
"per square foot. Section 2304.
Interior partitions should be justified structurally ·for strength and de-
---flection criteria set forth in Section 2304 (d).
should canply with a specific -------e---------=--:-----:---,-~-:-----ICBO Research rea::nraendation or justifying test data should be sul:xnitted in
ccmpliance with Section 106.
Wood members entering masonry or concrete should canply with Section 2517 (c)-5 ·---
Nailing for plywood diaphrarn.s (shear walls) should be indicated on plans. ---Data should agree with calculations. See
Struc tural specifications should be on plans. This includes concrete, ---masonry, nortar, grout, lumber, plywood, reinforcing bars, structural st.eel,
steel decking, etc.
1978 National Electric Code -Ord. #8061. 1
Returned for conduit and wire type and size. _ J . //
· >( Show i:anel locatioo and size l• oaoi, -· ~ ~ ..£-7(~ ~.
Provide single line drawing and calculations for 200 AMP service or 1~. ---
All horizontal feeders to be in an approved raceway. ---
,e(U!fll <..,( 4-L <2f u t f? r,'l(?r]T .
56 ;n ST4-LLE r) 1 n. t/J-DDI 716Y\
(12)
1976 Uniform Mechanical Code -Ord. #8055
____ Shew size and location of :!:'.A.U., venting, canbination air. return air, duc'.::.s
to outside air.
receptacle within 25 ' of equiµnent for servicing.
s required.
c~
~ JV ,f
de -Ord. #8057. i ,
Sho;.; te.,r.r>_rat e and pressure rel ef valve and discharge line to the
----an water heater.
----Indicate height of water heater pl atform.
-~ Landscape and irrigation pla.11s required. -Ord. #9060 , Sec. 21.44 .200.
___ Provjde si~ing calculations for water and gas piping.
t
ll)
I ';
ADDRESS:
II
NNING DEPARTMENT
-.2. 0 3 ~-, £>/ ;._. 0 7---::.:--. '1 SHEET ~-. RECE~VED DATE: ________ _
AIIG 11 1973
E {! ~ LOT SIZE LOT WIDTH --~---------------------------
-,~.J. '.1. J ALLOWED UNITS PROVIDED
PARKING SP ACE_S_R_E_Q_U_I_R_E_D_r __ ---_-¥--t-0----~R~~=I_D_E __ D===-===~-r::-_;;.----:;:;,,;ioF;r:.
---...... ----. --% COVERAGE ALLOWED PROViDED
BUILDING' HEIGHT ALLOWED PROVIDED -----------
FRONT SETBACK: SIDE SETBACK: ,
ALLOWETh. ,--------
PROVIDED , --------
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS:
/-eARSETBAc-·Jt-+=. =--
/ S: 1 Efr-M At L6 Y
~~/"":-! -
. , » ENVIRONMENTAL PROTECTION REQ:
{<-\ <"·!'.'~-:,"1()L FEES:
l~ADDITIONAL COMMENTS:
)..!-!!:)T.::t".:.' :. . .
'
' ~ c::r-. I l_,, A C ;::· c. ~ Ar::. -/\/1 C:
, .-TO ISSUE : ------~~E_ /!J /'1,,. ( )Ve-K-
ENGINEERING DEPARTMENT J)M-<J~ f( aw Z--J/-?i
II .:r-s--71
~fr'........._//.__ ____ IMPROVEMENTS .R"",<,-:;T/rA
1K TO ISSUE:41/w DATE10-1-z7 ..,__.,.....,_~-~K TO FINAL ql(!/ DATE/-9-Bo
-✓ ~ -•~A ~ e2· .,, ,::= '\ C 4•• ,~e: oaz,e.z,p 2 a M~ e ..PR%¢. ete-.d ffeo..,.. ct,,,,-'21c:ll?+E ~/,,£,,'
FIRE DEPARTMENT
SPRI!.KLING SYSTEM FIRE PROTECTION EQUIP . t;:.><>JiJ,.J('/'-s),c.,ec:5
FIRE ALARMS EXITS.'------------------
FIRE . HYDRANTS ___________ LOCATION ________ ~----------
(
-ON A_L_c_o_M_M_E_N_T_S..:.._ __ ---,~-+---::::,~-----------------------\
~UE: )0-lh -79 ii,::::z:::,...:;.c_~....:::.....--OK TO FINAL ______ DATE ____ _
RTMENT
rs OF APPROPRIATE DISTRICTS MET ________ DATE ________ _
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HOWARD VAN HEUKLYN & ASSOC
ARCHITECTURE PLANNING INTERIORS
825 Colorado Blvd. St. 215 • Los ANGELES, CALIF. •00•1 • ,2131 2ss-3111
September 21, 1979
Carlsbad Building Department
City of Carlsbad
1200 Elm Street
Carlsbad, California 92008
Re: Remodeling of Commercial Building "Any 01 'Sport"
2801 Roosevelt Street, Carlsbad California 92008
Gentlemen:
The above mentioned remodeling provided no heating or air conditioning.
There will be no heating or air conditioning in the new addition.
Inasmuch as there is no heating or air conditioning, the project will
be exempt from the requirement of energy calculations.
b VAN HEUKLYN & ASSOCIATES
Howard B.
C-1395
Q~~
··-•·---....-·----... . ._
C. NON-DEPLETABLE ENERGY ANALYSIS (ALTERNATIVE DESIGN)
Date
CAC Title 24, Division 3 (Section T20-1480). The following docwnentation is
provided.
a. Form 13 and 14, plus Forms 9, 10, 11, and/or 12 as appropriate to verify
40% of thermal load or 20% of total energy load by non-depletable energy.
b. Year-long computer or manual computation of energy usage for proposed
building.
Signature Licensed as State of CA License No.
D. EXEMPTION
D Building occupancy Type "I" -"Institutional" (1976 UBC) (Type "D" in 1973
UBC) -Exempt from all requirements of law.
D Docwnentation waived for buildings 1,000 square feet in area or less
provided the occupant load is less than 50.
DPL #411
4-19-79
NOTE: Construction compliance is required.
Buildings which have no conditioned space (i.e. no heating or cooling of
the air inside).
C1v1Lb-\S°11~ll...
Licensed as State of CA License No.
-2-
County of San Diego
Department of Planning and Lancf Use
9150 Chesapeake Drive
San Diego, CA 92123
565-5920 (Zenith 7-0888)
325 South Melrose Drive
Vista, CA 92083
758-6711 (Zenith 7-2001)
200 -L East Main
El Cajon, CA 97020
579-4511 (Zenith 7-1398)
NON-RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO.
Effective July 1, 1978, every proposed non-residential building must be designed to
comply with the State Non-Residential Energy Conservation Law before a building
permit can be issued. To insure legal compliance, a signed statement shall be
furnished with the building plans and all necessary calculations, and substantiating
data shall be signed by a California licensed architect, engineer, building designer,
or contractor as complying with A, B, C, or D below. The statement, with completed
forms and calculations will become a permanent record with the building plans.
I have reviewed the plans and the required supporting calculations and data being
submitted for the proposed ______________ (occupancy), non-residential
building at ---,-~-~--,---.,..(site) for (owner),
and the design submitted substantially conforms with:
A. COMPONENT PERFORMANCE (STANDARD DESIGN)
Date
CAC Title 24, Division 4 through Division 9 (Sections T20-1490 through T20-1542)
for the following: Design of the building envelope, HVAC systems and equipment,
service hot water heater, electrical distribution, and lighting. Forms 1 through
7 are submitted to document conformance. Form 8 shall be included if verifying
the life cycle cost of electric resistance heating.
Signature Licensed as State of CA License No.
B. ENERGY BUDGET ANALYSIS (ALTERNATIVE DESIGN)
CAC Title 24, Division 2 (Sections T20-1479 through T20-1475).
The following documentation is provided (indicate one method).
O Computer Simulation of Year-Long Building Performance
(Includes computer printout plus Forms 13 and 14.)
D Simplified Manual Computation Method.
(Includes simplified manual forms plus Forms 13 and 14.)
NOTE: Allowed only in buildings with occupant loads of 299 or less.
Date
DPL 114U
4-19-79
Signature Licensed as State of CA License No.
(OVER)