HomeMy WebLinkAboutSDP 12-05; FAITH COMMUNITY CHURCH; Planning Commission-< \\
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·s1TE NOTES
1.
2.
3.
4.
5.
6.
7.
B.
YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED.
THIS PROJECT SHALL COMPLY WITH THE 2010 EDITION OF THE CALIFORNIA
BUILDING CODE (CBC), THE 2010 CALIFORNIA ELECTRICAL CODE (CEC), THE
2010 CALIFORNIA MECHANICAL CODE (CMG), THE 2010 CALIFORNIA PLUMBING
CODE (CPC). THE 2010 CALIFORNIA FIRE CODE (CFC), IN ADDITION TO ALL THEIR
RESPECTIVE 2010 CALIFORNIA AMENDMENTS, AND THE CURRENT EDITION OF THE
CALIFORNIA ENERGY EFFICIENCY STANDARDS.
NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED IN THIS BUILDING
IN EXCESS OF THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2)
ALL PROPERTY LINES, EASEMENTS, STREET AND EXISTING AND PROPOSED
STRUCTURES ARE SHOWN ON THIS SITE PLAN.
A GRADING PERMIT IS REQUIRED FOR THIS PROJECT
FIRE HYDRANTS ARE TO COMPLY WITH THE CITY'S ENGINEERING DEPARTMENT
STANDARDS AND SPECIFICATIONS FOR ON-SITE FIRE HYDRANTS.
ALL CURBING WHICH OUTLINES THE ACCESS ROADWAY SHALL BE PAINTED RED.
WHITE, 4" HIGH LETTERING READING "NO PARKING • FIRE LANE" SHALL BE STENCILED
EVERY 30'-0" ON THE RED CURB. IF NO CURB IS PRESENT, AN 8" WIDE RED STRIPE
SHALL BE PAINTED ON THE PAVEMENT. THIS 8" STRIPE SHALL BE MARKED WITH
4" HIGH WHITE LETTERING EXACTLY AS IF IT WERE A CURB.
BACKFLOW PROTECTION OF WATER CONNECTION TO FIRE PROTECTICT'J SYSTEMS
SHALL BE PROVIDED PER UPC, SECT. 603.4.18.
UNDEVELOPED LOT
N89'26'46"W 621.09' -----------------------------------
I. 1\--
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VICINITY MAP
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UNDEVELOPED LOT
SHEET INDEX
DD-1A
DD-1B
DD-1C
DD-2
DD-3
DD-4
DD-5
DD-6
DD-7
DD-8
DD-9
DD-10
DD-11
DD-12
DD-13
DD-14
C-1
C-2
L-1
L-2
L-3
L-4
L-5
L-6
SITE PLAN-PHASE 1
SITE PLAN-PHASE 3
SITE SECTION
PHASE 1 FIRST FLOOR PLAN
PHASE 1 SECOND FLOOR PLAN
PHASE 1 & 2 ROOF PLAN
PHASE 1 & 2 EXTERIOR ELEVATIONS
PHASE 2 FIRST FLOOR PLAN
PHASE 2 SECOND FLOOR PLAN
PHASE 3 FIRST FLOOR PLAN
PHASE 3 SECOND FLOOR PLAN
PHASE 3 ROOF PLAN
PHASE 3 EXTERIOR ELEVATIONS
PHASE 1 & 2 PERSPECTIVES
PHASE 3 PERSPECTIVES
RENDERINGS
CONCEPTUAL GRADING PLAN
SITE DETAILS & SECTIONS
LANDSCAPE CONCEPT PLAN PHASE 1
LANDSCAPE CONCEPT PLAN PHASE 1
RECYCLED WATER AREA USE PHASE 1
LANDSCAPE CONCEPT PLAN.PHASE 2
LANDSCAPE CONCEPT PLAN PHASE 2
RECYCLED WATER AREA USE PHASE 2
1
1
\ UNDEVELOPED LOT
UTILITY & SCHOOL DISTRICTS
CARLSBAD MUNICIPAL WATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CALIFORNIA 92008
760-602-2420
CITY OF CARLSBAD WASTEWATER DIVISION
5950 EL CAMINO REAL
CARLSBAD, CALIFORNIA 92008
760-438-2722
SAN MARCOS UNIFIED SCHOOL DISTRICT
255 PICO AVENUE #250
SAN MARCOS, CALIFORNIA 92069
760-752-1289
APPLICANT
FAITH COMMUNITY CHURCH
5962 LA PLACE CT., SUITE 265
CARLSBAD, CALIFORNIA 92008
Tel: 760-930-0400
CONTACT: DON MITCHELL
ARCHITECT
KENNETH D. SMITH, ARCHITECT & ASSOCIATES, INC.
500 FESLER ST., STE 102
EL CAJON, CALIFORNIA 92020
Tel: 619-444-2182
CONTACT: RON ELLICKSON x 231
LEGAL DESCRIPTION
LOT 103, OF CARLSBAD TRACT NO. 93-04 RANCHO
CARRILLO VILLAGE "Q", IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
ACCORDING TO MAP THEREOF NO. 13551, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, MARCH 31, 1998.
SITE INFORMATION -PHASE 1
0PCL!CATION FOR SITE DEVELOPMENT PLAN
ADDRESS: EL FUERTE STREET
CARLSBAD, CALIFORNIA 92009
APN: 222-600-01 ·00
zr\~E: P-C (PLANNED COMMUNITY)
',,,o·usE DESIGNATION: CF (COMMUNITY FACILITY)
fXIS.TING USE: VACANT, GRADED PAD
PRbPOSED USE: RELIGIOUS A-3. B
SITE AREA:
PROPOSED BUILDING COVERAGE:
PKOPOSED NEW LANDSCAPE AREA:
EXISTING LANDSCAPE AREA:
TOTAL LANDSCAPE AREA:
PROPOSED PAVING AREA:
UTILITIES:
Al/ERA.GE WATER DEMAND:
PEAK WATER DEMAND:
SEWER GENERATION:
3.44ACRES
13GPM
62GPM
4.215 GPM AVERAGE
149,846 S.F.
12,507 S.F. 8.4%
38,100 S.F.
61.637 S.F.
99,737 S.F. 86.5%
37,602 S.F. 25.1%
PARKING TABULATION-PHASE 1
REQUIRED PARKING:
OFFICE: 1 SPACE PER 5 SEATS
292 / 5 = 59 OFFICE SPACES
NUMBER OF SEATS= 292
TOTAL PARKING SPACES REQUIRED= 59 SPACES
-P:",RK!NG PROVIDED: --_ -
4 DISABLED SPACES PROVIDED
8 CLEAN AIR VEHICLE SPACES PROVIDED
67 STANDARD SPACES PROVIDED
79 TOTAL SPACES PROVIDED
5 SHORT TERM BICYCLE SPACES
2 LONG TERM BICYCLE SPACES
TOTAL SQUARE FOOTAGE 19,021 SF
ADTs FOR CHURCH USE AT 9/1000 = 172
DAY CARE WILL BE LIMITTED TO 40 CHILDREN
ADTs FOR DAY CARE AT 5/CHILD = 200
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CITY OF CARLSBAD
PLANNING COMMISSION
CaseName:Y~ (OW1.11<i,,\y u
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Exhibi!No: P..,~ f7
PHASE 1
DD-SITE
PLAN
1" = 30'~0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
~
500 FESLER ST. SUITE 102
EL CAJON -CA -92020
PH / 619 444 2182
Fax/ 619 442 2699
DATE: :2;;3112
JOB NO: :2017
DRAWN BY: Rafi
CHECKED BY: RON
Revision Schedule
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SITE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
YARDS USED FOR AREA INCREASES SHALL BE PERMANENTLY MAINTAINED.
THIS PROJECT SHAU COMPLY WITH THE 2010 EDITION OF THE CALIFORNIA
BUILDING CODE (CBC), THE 2010 CALIFORNIA ELECTRICAL CODE (CECJ, THE
2010 CALIFORNIA MECHANICAL CODE (CMG), THE 2010 CALIFORNIA PLUMBING
CODE (CPC), THE 2010 CALIFORNIA FIRE CODE (CFC), IN ADDITION TO ALL THEIR
RESPECTIVE 2010 CALIFORNIA AMENDMENTS. ANO THE CURRENT EDITION OF THE
CALIFORNIA ENERGY EFFICIENCY STANDARDS.
NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED IN THIS BUILDING
IN EXCESS OF THE QUANTITIES LISTED IN CBC TABLES 307.1 (1) AND 307.1 (2)
ALL PROPERTY LINES, EASEMENTS, STREET AND EXISTING AND PROPOSED
STRUCTURES ARE SHOWN ON THIS SITE PLAN.
A GRADING PERMIT IS REQUIRED FOR THIS PROJECT
FIRE HYDRANTS ARE TO COMPLY WITH THE CITY'S ENGINEERING DEPARTMENT
STANDARDS AND SPECIFICATIONS FOR ON-SITE FIRE HYDRANTS.
ALL CURBING WHICH OUTLINES THE ACCESS ROADWAY SHALL BE PAINTED RED.
WHITE, 4" HIGH LETTERING READING "NO PARKING • FIRE LANE" SHALL BE STENCILED
EVERY 30'-0" ON THE RED CURB. IF NO CURB IS PRESENT, AN 8" WIDE RED STRIPE
SHALL BE PAINTED ON THE PAVEMENT. THIS 8" STRIPE SHALL BE MARKED WITH
4" HIGH WHITE LETTERING EXACTLY AS IF IT WERE A CURB.
BACKFLOW PROTECTION OF WATER CONNECTION TO FIRE PROTECTION SYSTEMS
SHALL BE PROVIDED PER UPC, SECT. 603.4.18.
RV STORAGE
VICINITY MAP
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UNDEVELOPED LOT
UTILITY & SCHOOL DISTRICTS
CARLSBAD MUNICIPAL WATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CALIFORNIA 92008
760-602-2420
CITY OF CARLSBAD WASTEWATER DIVISION
5950 EL CAMINO REAL
CARLSBAD, CALIFORNIA 92008
760-438-2722
SAN MARCOS UNIFIED SCHOOL DISTRICT
255 PICO AVENUE#250
SAN MARCOS, CALIFORNIA 92069
760-752-1289
i
UNDEVELOPED LOT
APPLICANT
FAITH COMMUNITY CHURCH
5962 LA PLACE CT., SUITE 265
CARLSBAD, CALIFORNIA 92008
Tel: 760-930-0400
CONTACT: DON MITCHELL
ARCHITECT
KENNETH D. SMITH, ARCHITECT &ASSOCIATES, ING.
500 FESLER ST., STE 102
EL CAJON, CALIFORNIA 92020
Tel: 619-444-2182
CONTACT: RON ELLICKSON x 231
LEGAL DESCRIPTION
LOT 103, OF CARLSBAD TRACT NO. 93-04 RANCHO
CARRILLO VILLAGE "Q". IN THE CITY OF CARLSBAD.
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 13551, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, MARCH 31, 1998.
SITE INFORMATION -PHASE 2
APPLICATION FOR SITE DEVELOPMENT PLAN
AQDBESS:. EL FUERTE STREET
CARLSBAD, CALIFORNIA 92009
APN: 222-600-01-00
ZONE: P-C (PLANNED COMMUNITY)
LAND USE DESIGNATION: CF (COMMUNITY FACILITY)
EXISTING USE: VACANT, GRADED PAD
PROPOSED USE; RELIGIOUS A-3, 8
SITE AREA: 3.44ACRES 149,846 S.F.
PROPOSED BUILDING COVERAGE: 21,696 S.F. 14.5%
PROPOSED NEW LANDSCAPE AREA: 39,942 S.F.
EXISTING LANDSCAPE AREA: 50.606 S.F.
TOTAL LANDSCAPE AREA: 90,548 S.F. 60.4%
PROPOSED PAVING AREA: 37,602 S.F. 25.1%
UTILITIES:
AVERAGE WATER DEMAND: 13 GPM
PEAK WATER DEMAND: 62 GPM
SEWER GENERATION: 4.215 GPM AVERAGE
PARKING TABULATION-PHASE 2
REQUIRED PARKING:
OFFICE: 1 SPACE PER 5 SEATS NUMBER OF SEATS= 500
500 I 5 = 100 OFFICE SPACES
TOTAL PARKING SPACES REQUIRED= 100 SPACES
PARKING PROVIDED:
5 DISABLED SPACES PROVIDED
B CLEAN AIR VEHICl.E SPfo.CES PROVIDED
6. COMPACT SPACES
85 STANDARD SPACES PROVIDED
104 TOTAL SPACES PROVIDED
5 SHORT TERM BICYCUE SPACES
2 LONG TERM BICYCLE SPACES
TOTAL SQUARE FOOTAGE 34308
ADTs FOR CHURCH USE AT 9i1000 = 309
DAY CARE WILL BE LIMITTED TO 45 CHILDREN
ADTs FOR DAY CARE AT 5/GHILD · 225
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C!TY 8F CARLSSAO
FLANi'\iNG COMfvHSS;QN
i; Case Name: ----------
Case No.: ___________ _
Exhib't No.: Date:
PHASE 3
DD-SITE
PLAN
1" = 30'-0"
ii-,Ll::c:c==============================================================================================================================
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
4~0 AF!c1y -I/'
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DATE: ,2ii3/i2
JOB NO: :2017
DRAWN BY: RON
CHECKED BY: RON
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STREET 's;;,'f>"~f_'-' ..,_~~~:~~g WALL -------------------------------------..:_::::::-EXISTING GROUND ---
180----· -----------··----------------------------------------------------------------------------------------
------
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Exhibit ~o,: Date:
SITE
SECTION
1" ~ 20'-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
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CHECKED BY: RON
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OFFICE WORK OFFICE 0
REF~ SPACES ' \
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CLASSROOM
1 113
THIS ROOM TO BE USED
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SUNDAYSCHO
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1 115 1
THIS ROOM TO BE USED
FOR DAYCAREAND
SUNDAY SCHOOc
CLASSROOM
116 I
___ I-JIS RODM.IO.BElJSED
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SUNDAY SCHOOL '"'""-----J;lo----------,.
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j SQUARE FOOTAGE PHASE 1 (DD} I
I FIRST FLOOR PHASE 1 & 2
FIRST FLOOR: 1
I SECOND FLOOR PHASE 1 & 2
SECOND FLOOR: 1
Grand total
12507 SF
12507 SF
6138 SF
6138 SF
18646 SF
WALL LEGEND
= CONCRETE TILT-UP PANELS w/ 1 /2" PANEL GAPS
= -
4' NOM. STUD WALL (3 5/8" METAL or 2x4 WOOD)
SEE NOTES BROW
~• NOM. STUD WALL w/ R·13 INSULATION BATTS
= s· NOM STUD WALL (6" METAL or 2(6 WOOD)
SEE NOTES BELOW
~ 6" NOM. STUD WALL w/ R· 19 INSULATION BATTS
ALL NON STRUCTURAL WALLS SHALL BE METAL STUDS PER DETAILS
REFERENCED. U.N.O.
ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD U o N
SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRUCTURAL
WALLS.
IF THE ALLOWABLE WALL HEIGHTTABLE REQUIRES A LARGER STUD
SECTION, THE TABLE SHALL GOVERN.
CiTY Or CARLSt:iAD
PLANNING COMMtSSfON I Case Name: _________ •
Case No.: __________ I
Exhibit No.: Date:
PHASE 1
:c::r FIRST
D FLOOR
PLAN
3/32" = 1 '-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
/40 ARc;,
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DATE: :2;:3;r2
JOB NO: : 20 1 7
DRAWN BY: P.OfJ
CHECKED BY: RO>I
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WALL LEGEND
c:.::::::i1 CONCRETE TILT-UP PANELS v,/ 1/2" PANEL GAPS
= 4" NOM. STLD WALL i3 5/ff' METAL or 2x4 WOOD)
SEE NOTES BELON
-4"NOM. STLDWALLw/R-13INSULATION BATTS
= 6" NOM. STUD WALL i6" METAL or 2x6 WOOD)
SEE NOTES BELON
= 6" NOM. STUD WALL w/ Pc 19 INSULATION BATTS
NOTES:
ALL NCN STRUCTLRAL WALLS SHALL BE METAL STLDS PER DETAILS
REFERENCED, U.N.O .
ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD, U.O.N.
SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRUCTURAL
WALLS.
IFTI-lE ALLON ABLE WALL HEIGHTTABLE REQUIRES A LARGER STUD
SECTION, IBE TABLE SHALL GOVERN.
-~---~···-··--~
CITY UF CAKLS.BJ--\l)
PLANNING COMiviiSSION
Case Name:
Case No.:
Exhibit No.: c:... Date:
" I
PHASE 1
:o SECOND
~D FLOOR
PLAN
3i32" = 1 '-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE: 12/13/'2
JOB NO: : 20 I 7
DRAWN BY: eDfJ
CHECKED BY: Rm,
Revision Schedule
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COATED FOAM ROOFING
1. THE ROOFING SYSTEM SHALL BE SPRAYED POLYURETHANE FOAM APPLIED AT
· --A MINIMUM THICKNESS OF 1 1/2" WITH PROTECTIVE COATING.
2. FOAMBASE: "FOAM ENTERPRISE, LLC." (U.L. 790) TWO COMPONENT, RIGID
CLASS POLYURETHANE FOAM.
518
NORMAL DENSITY: 2.8 LB/CU FT. WHEN TESTED PER ASTM D 1622
CLOSED CELL OONTENT: 90 PERCENT WHEN TESTED PER ASTM D
2856
COMPRESSIVE STRENGTH: 40 to 60 PSI WHEN TESTED PER ASTM D
1621
A-VALUE: 6.20 (11/2" THICK= R-9)
K-FACTOR: .15 BTUIHR./S.F./deg. FAS MEASURED PER ASTM C 177 or C
3. PROTECTIVE COATING ACRON 60 ROOF COATING SYSTEM BY UNITED
COATINGS, INC. MINIMUM OOATING THICKNESS AT ANY POINT ON THE ROOF
SHALL BE MIN. 28 DRY MILS. PROVIDE GRANULES IN THE TOP COAT AT A RATE
RECOMMENDED BY THE ROOFING SYSTEM MANUFACTURER. GRANULES
SHALL BE 3M, NUMBER 11, QUARTZ GRANULE OR EQUAL, APPLICATOR SHALL
BE CURRENTLY APPROVED AND LICENSED BY "UNITED COATINGS"
4. ROOFING CLASSIFICATION:
CLASS '8' AT COMBUSTIBLE DECKS.
CLASS 'A' AT NON-COMBUSTIBLE DECKS
5. WHERE A CLASS 'A' ROOF IS REQUIRED AT COMBUSTIBLE DECKS, PROVIDE
1/4" GEORGIA-PACIFIC DENSDECK OVER THE PLYWOOD DECK USING
AMERIGLUE AT A RATE OF 1 GALLON PER 100 S,F STAGGER JOINTS FROM THE
DECK JOINTS PER MANUFACTURER'S SPECIFICATIONS.
6. COOL ROOF RATING COUNCIL PRODUCT LISTING FOR ACRON BO ROOF
COATING SYSTEM BY "UNITED COATINGS, INC.": 0614-0006
7. ICC EVALUATION SERVICE, INC.: ER-5513
8. SEE THE MANUFACTURER'S SPECIFICATIONS FOR COMPLETE PRODUCT &
INSTALLMENT REQUIREMENTS.
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KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
12/,3/12
12017
DRAWN BY: RON
CHECKED BY: RON
Revision Schedule
# Date Description
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PHASE 1
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EXTERIOR PAINT:
DE6215 WOODEN PEG I
DE6220 POROUS STONE
NOT USED
DE6229 CALI CO ROCK
---·-----C tTY OF CARL ... SAD--
PLANNING COMMISSION
Case Name: ________ _
Case No.: ----------
Exhibit No.: C, Date:
APPLY ONE COATW6232 PRIMER AND TWO COATS W704.
A WALL SURFACE INSPECTION BY A REPRESENTATIVE OF THE PAINT
MANUFACTURER IS RECOMMENDED PRIOR TO PAINT APPLICATION.
PROVIDE A PAINT MOCK-UP (APPROX. 20FTIMDE X FULL PANEL HEIGH1] FOR
APPROVAL BY THE OIMNER PRIOR TO BULK PAINT ORDER.
PERSONNEL DOORS AND ROLL-UP DOORS ARE TO BE PAINTED TO MATCH
ADJACENT WALL COLORS U.N.O.
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
12/13/12
12017
DR.AWN BY: RON
CHECKED BY: RON
Revision Schedule
# I Date I Description
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THIS ROOM TO BE USED ~
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SUNDAYSCHOOL RESTRdQM
----_____ , __ ,,,_,____ ----• 1,
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1 HIS RUOM TO BE USED
FOR DAY CARE ANO
SUNDAY SCHOOL
-·-1!X. HALL , --G-. [I19T7
-···· ··----==---=-·~-·-----::::_ -----ii EX.
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[ SQUARE FOOTAGE PHASE 2 (DD)
I FIRST FLOOR PHASE 1 & 2
FIRST FLOOR: 1
I SECOND FLOOR PHASE 1 & 2
SECOND FLOOR: 1
Grand total
I 12507 SF
12507 SF
16138 SF
6138 SF
18646 SF
\'VALL LEGEND
........ -----"-" --•~----""
. "· ' . --~'"-'
EXISTING OJNCRETE WALL
EXISTING 6" NOM STUD WALL
EXISTING 4" NOM. STUD WALL
NEW 4" NQM_ STUD WALL (4" METAL or 2'1( 4" WOOD)
SEE NOTES BELOW
NEW 4" NOM. STUD WALL wi R-13 INSULATION BATTS
NEW 6" NOM. STUD WALL (6" METAL or 2'x 6' WOOD)
SEE NOTES BELOW
NEWS" NOM, STUD WALLw/ R-13 INSULATION BATTS
ALL NON STRUCTURAL WALLS SHALL BE METAL STUDS PER DETAILS
REFERENCED. U.N.O.
ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD. U.O.N.
SEE STRUCTURAL FOUNDATION PLAN FOR LCCATIONS OF ANY STRUCTURAL
WALLS.
IFTHE ALLOWABLE WALL HEIGHT TABLE REQUIRES A LARGER STUD
SECTION, THE TABLE SHALL GOVERN .
CITY OF C,t>,RLSBAD I
Case N::"'_',_•_""_G_c_o_,,,_-,_;/1-;s_s_iOi_'•_• __ 1
--------1
Case No,: __________ _
Exhibit No,: Date:
PHASE 2
:o FIRST
~D FLOOR
PLAN
3132" == 1 '-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE: 12/13/12
JOB NO: I 20, 7
DRAWN BY: ROfJ
CHECKED BY: RON
Revision Schedule
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CLASSROOM
202
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8'-31/4' 52'-0314"
13'-73/4" 6' · 4" 13'-10" 10'-21/4"
1' -3" 1'-3" 1'-3" 1'-3" 1'-3" 1'-3"
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I '
Ci!"'. OF CARLSBAD PLKN1,J!NG COMMiSSION
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
12/13/12
i 20i7
DRAWN BY: Rm,
CHECKED BY: Rm1
Revision Schedule
# Date Description
l
WALLLEGEN
Case Name: -----...ll.11
Case No.:
-"' ""
--~--~------,-s-
EXISTING CONCRETE WALL
EXISTING 6" NOM. STUD WALL I Exhibi+ No.:
.... ,·· , " EXISTING 4" NOM. STUD WALL
NEW 4" NOM. STUD WALL {4" METALor2"x 4" WOOD)
SEE NOTES BELOW
NEW 4" NOM. STUD WALL wl R-13 INSULATION BATTS
NEW 5" NOM. STUD WALL {6" METAL or2"x 6" WOOD)
SEE NOTES BELOW
NEW 6" NOM. STUD WALL wl R-13 INSULATIONBATTS
ALL NON STRUCTURAL WALLS SHALL BE METAL STUDS PER DETALS
REFERENCED, U.N.O.
fa.LL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD, U.O.N.
Date:
SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRLCTURAL
WALLS.
IF THE ALLOWABLE WALL HEIGHT TABLE REQUIRES A LARGER STUD
SECTION, THE TABLE SHALL GOVERN.
PHASE 2
SECOND
FLOOR
PLAN
3/32" = 1 '-0"
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EX.
LOBBY
101
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76'-01:4'
6' -o· 4' -0" 6' -0" 7' · 7 3/4"
1' -8'\
3' -4' \
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13'-9114"
1' ·0" 1'-0"
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5'-4" 12'-8" 6'. 4• 6' -4" 13"-111/2" 13'-21/4" 3'-4' 4'-6" 25'-31/8" 6' -4" 12' • O" 6'-4" 15'-9118"
-JL--73-· .-o-31-4 __ ----Jl'____:___--JL_.)l..._~l<-----------¥--------¥-------,/L..-----,!L__-----------¥----6-;/f-----s-1-14•-------,/''-------------,f-------,i'-I ~ -11 718" 5'. o 7i8"
WALL LEGEND
··-···-. _,, _ _. ___ ... ~
~~-· ·~•"''" ,.~.-----~
EXISTING CONCRETIE WALL
EXISTING 6' NOM. STUD WALL
EXISTING 4" NOM. STUD WALL
NEW CONCRETEWALL
NEW 4" NOM. STUD WALL 14" METAL or 2): 4" WOOD)
SEE NOTES Baow
NEW 4' NOM. STUD WALL wi R·13 INSULATION BATTS
NEW 6' NOM. STUD WALL (6" METAL or 2"x 6' WOOD)
SEE NOTIES BELOW
NEW 6' NOM. STUD WALL wi R-13 I NS ULA TION BATTS
ALL NON STRUCTIJRAL WALLS SHALL BE METAL STUDS PER DETft.lLS
REFERENCED, U.N.O.
ALL DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD. U.O.N.
SEE STRUCTURAL FOUNDATION PLAN FOR LOCATIONS OF ANY STRUCTURAL
WALLS.
IF THE ALLOWABLE WALL HEIGKT TABLE REQUIRES A LARGER STUD
SECTION, lliE TABLE SHALL GOVERN.
SQUARE FOOTAGE PHASE 3 (DD)
FIRST FLOOR PHASE 1 & 2
FIRST FLOOR PHASE 3
FIRST FLOOR: 2
SECOND FLOOR PHASE 1 & 2
SECOND FLOOR PHASE 3
SECOND FLOOR: 2
Grand total
-·
12507 SF
.
9189 SF
21697 SF
6138 SF
6146 SF
12284 SF
33981 SF
X
0
ii-=--·~
' CITY OF CARLSBAD ' I ?U\NNING COWMISSiOt,
!] c~-~c ~: c:,• I c,~--1,;8m'"".
' !
Case No.:
Exhibi: No.: '\ Date:
PHASE
FIRST tORT! FLOOR D
PLAN
3132" = 1 '-0"
l
!
I
3
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE: 12/i3/i2
JOB NO: · 20·7
DRAWN BY: RON
CHECKED BY: ec;,
Revision Schedule
# Date Description
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EX.
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---==~• -"===
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STORAGE
256j
311
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CLASSROOM
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CLASSROOM
251
CLASSROOM
252
CLASSROOM
1 253 1
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WALL LEGEND
•-"r-'o•<•" H C, ,. ,~,~-a,,-~-, ,-.s,-,;
EXISTING CONCRETE WALL
EXISTING 6' NOM. STUD WALL
EXISTING 4" NOM. STUD WALL
NEW CONCRETE WALL
NEW 4" NOM. STUD WALL (4" METAL or 2"x 4"WOOD)
SEE NOTES BELOW
NEW 4" NOM. STUD WALL w/ R-13 INSULATION BATTS
NEW 6" NOM, STUD WALL (6' METAL or 2"x 6" WOOD)
SEE NOTES BELOW
NEW 6" NOM. STUD WALL wl R-13 INSULATION BATTS
All f.KJN STRUCTURAL WALLS SHALL BE METAL STUDS PER DETAILS
REFERENCED, U.N.O,
All DIMENSIONS TO STUD WALLS ARE TO BE TO FACE OF STUD, U.O.N.
SEE STRUCTURAL FCUNDA TION PLAN Fffi LOCATIONS OF ANY STRUCTURAL
WALLS.
IF THE ALLOWABLE WALL HEIGHT TABLE REQUIRES A LARGER STUD
SECTION, THE TABLE SHALL GOVERN.
-----~
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-------~-----·------i --CITY OF CAr<LSBAD i PLANNING COMMISSION
• j c~c:0 N.-,me l ChA, c,,,, . -----------
I Case No.: ___________ _
1---------------! Exhibii ~o.: f-:: Date:
PHASE 3
SECOND
FLOOR
PLAN
3132" ~ 1 '-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
DRAWN BY:
12/,3/12
i20i7
CHECKED BY: RO,
Revision Schedule
# Date Description
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-1 -ROOF MOUNTED
8' -8"
\ MECHANICAL EQUIPMENT
\
7~-03/4"
COATED FOAM ROOFING
1. THE ROOFING SYSTEM SHALL BE SPRAYED POLYURETHANE FOAM APPLIED AT
A MINIMUM THICKNESS OF 1112" WITH PROTECTIVE COATING.
2. _ FOAMBASE: "FOAM_ENTERE'RISE,_LLC,'.' (U.L,790) TWO COMP.ONENI,BIG!D
CLASS POLYURETHANE FOAM.
518
NORMAL DENSITY: 2.8 LB/CU FI. WHEN TESTED PER ASTM D 1622
CLOSED CELL CONTENT: 9J PERCENT WHEN TESTED PER ASTM D
2856
COMPRESSIVE STRENGTH: 4{] 1o 60 PSI WHEN TESTED PER ASTM D
1621
A-VALUE: 6.20 (1112" THICK= R-9)
K-FACTOR: .15 BTUIHR.IS.F./deg. FAS MEASURED PER ASTM C 177 or C
3. PROTECTIVE COATING ACRON 60 ROOF GOA TING SYSTEM BY UNITED
COATINGS. INC. MINIMUM COATING THICKNESS AT ANY POINT ON THE ROOF
SHALL BE MIN. 28 DRY MILS. PROVIDE GRANULES IN THE TOP COAT AT A RATE
RECOMMENDED BY THE ROOFING SYSTEM MANUFACTURER. GRANULES
SHALL BE 3M, NUMBER 11, QUAR17 GRANULE QR EQUAL. APPLICATOR SHALL
BE CURRENTLY APPROVED AND LICENSED BY "UNITED COATINGS"
4. ROOFING CLASSIFICATION:
CLASS 'B' AT COMBUSTIBLE DECKS.
CLASS 'A' AT NON-COMBUSTIBLE DECKS
5. WHERE A CLASS 'A' ROOF IS REQUIRED AT COMBUSTIBLE DECKS, PROVIDE
1/4" GEORGIA-PACIFIC DENSDECK OVER THE PLYWOOD DECK USING
AMERIGLUE ATA RATE OF 1 GALLON PER 100 SF STAGGER JOINTS FROM THE
DECK JOINTS PER MANUFACTURER'S SPECIFICATIONS.
6. COOL ROOF RA TING COUNCIL PRODUCT LISTING FOR ACRON 60 ROOF
COATING SYSTEM BY "UNITED COATINGS, INC.": 0614-0006
7. ICC EVALUATION SERVICE, INC.: ER-5513
8. SEE THE MANUFACTURER'S SPECIFICATIONS FOR COMPLETE PRODUCT &
INSTALLMENT REQUIREMENTS.
-i
·' "' ,, ' r' --,'-
28'-6"TOW
24' -0"
21' -0 114"
100'-91/4"
100' -91/4"
!
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65' -8114"
O' ·, 112'
----,-------ROOF MOUNTE•--·
' MECHANICAL EQUIPMENT
24' • 0"
14' -0 3/4"
---ro----
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, .. ----------=-=--:-:o:-----i1
1 CITY OF CARLSBA l
I
PL.A.t\JNiNG COM!\i'liSSlON I I Case Name: __________ 1
1~-------1 I Case No.:
I ·xhibit No.: k Date:
PHASE 3
ROOF
PLAN
3/32" = 1'-0"
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
2/13/i 2
12017
DRAWN BY: RON
CHECKED BY: RO'J
Revision Schedule
# Date Description
.c
V I-:, .c u z ex:: ·---->.---e-
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PHASE 2 SIGN L __ J
COLOR B
=
D
l COLOR 0 ,,
PHASE 3
SOUTH
3132" = 1 '-0"
COLOR B
0
0
5 8
PHASE 3
EAST
3132" = 1 '-0"
PHASE 3
WEST
3/32" = 1 '-0"
EXTERIOR PAINT:
0 DE6215 WOODEN PEG
0 DE6220 POROUS STONE
0 NOTUSED
0 DE6229 CALICO ROCK
APPLY ONE COATW6232 PRIMER AND TWO COATS W704.
A WALL SURFACE INSPECTION BY A REPRESENTATIVE OF THE PAINT
MANUFACTURER IS RECOMMENDED PRIOR TO PAINT APPLICATION.
PROVIDE A PAINT MOCK-UP (APPROX 20FT WIDE X FULL PANEL HEIGHD FOR
APPROVAL BY THE OWNER PRIOR TO BULK PAINT ORDER.
PERSONNEL DOORS AND ROLL-UP DOORS ARE TO BE PAINTED TO MATCH
AIDJACENTWALL COLORS U.N.O.
CITY OF CARLSBAD
PLANNING CO MMISSiON
Case Name:
Case No.:
Exhibit No.: 1-1 Dale:
ENHANCED
WEST
ELEVATION
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
l2/J3/J2
120 17
DRAWN BY: RON
CHECKED BY: RON
Revision Schedule
# Date Description
.c u
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0::: ·-_J 0 C: <( L1..
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northeast
CITY OF CARLSBAD
PLANNING COMMISSION
Case Name:
Case No.:
':xh,b,t No.: hi Date:
. .. ,,
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC .
DATE: 12/13/12
JOB NO: 120 )7
DRAWN BY: RON
CHECKED BY: RON
Revision Schedule
# Date Description
.c: u
L-
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looking
northeast
CITY OF CARLSBAD
PLANNING COMMISSION
Case Name:
Case No.:
Exhibit No.: CJ Date:
PHASE 2
looking
southwest
-~
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE: 12/13/12
JOB NO: I 20 I 7
DRAWN BY: RON
CHECKED BY: RON
Revision Schedule
# Date Description
.c u
L,.
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0:: ·-....I 0 C: <C LJ..
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CITY OF CARLSSAD
PLANNING COMMISSION
CaseName:
CaseNo.:
~-·--;,-,-'?
KENNETH D. SMITH
ARCHITECT
& ASSOCIATES, INC.
DATE:
JOB NO:
12/13/1 2
120 17
DRAWN BY: RON
CHECKED BY RON
Revision Schedule
# Date Description
.c u
I,..
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