HomeMy WebLinkAboutV 2020-0001; PREVOST CONSTUCTION MONUMENT SIGN; Administrative DeterminationI PROJECT INFORMATION I SCOPE OF WORK I I NOTES
ADDRESS 3931 GARFIELD STREET CARLSBAD CA
LOT NUMBER: 12
OWNER ARCHITECT: 368 PLANT STORAGE FACILITY 1 THESE PLANS AND ALL WORK SHALL COMPLY W ITH HE CALIFORNIA BUILIDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 C.C.R AS AMENDED & ADOPTED BY HE COUNTY OF SAN DIEGO
LOT TOTAL AREA: 5969 SF
PAD TOTAL AREA: 5969 SF
FINISHED PAD ELEVATION:
AMOUNT OF GRADING: NONE
ZONING:R2
APN : 206-011-12-00
Joyce Ann James, Trustee
3931 Garfield Street
Carlsbad, CA 92008
Home 760-729-1900
Cell 760-519-6242
ANDREW JUNEAU
221 1 ENCINITAS BLVD, #200
ENCINITAS, CA 92024
T: (7 60) 518-5353
E: andrew@juneauarchitects .com
LEGAL DESCRIPTION: LOT 12 MAP 11316 CARLSBAD
NATURAL GAS:N/A
I LEGEND
PROPERTY LINE
WATER METER
SEWER LATERAL
----lfil
CONNECTION WI BACKFLOW-~
PREVENTOR
DATA, POWE R, GAS LATERAL ---@
VICINITY MAP
Pacific Wir><;thlelds -
Moblle Rock Cnlp Repajr
9
STORM DRAJN RIP RAP
CONCRETE DITCH ,(:::::::J
FIRE HYDRANT ...
LIMIT OF GRADING W \I/ ,v
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I BLDG CODES
Project will comply with th e following building codes and associated
County of San Diego amendments:
2016 California Residential Code (CRC) and/or 2013 California
Building Code (CBC) as appl icab le
20 16 California Green Building Standards Code (CalG reen)
2016 California Electrical Code (CEC)
2016 California Mechanical Code (CMC)
2016 California Plumbing Code (CPC)
2016 California Fire Code (CFC)
2016 California Building Energy Efficiency Standards (CBEES)
C~rlsb.ld Sun:;<:t
Se-oiot Ap~rtmcm~
ALLOWED PER CARLSBAD MUNICIPAL CODE
21.24.050 #3. SEE AGREE MENT WITH
NORTH LY NEIGHBOR 2/A1 .0 N35° 27'E 120'-0"
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1 PLOT PLAN
G) SCALE: 1 "=10'-0"
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N3 5° 27'E 120'-0"
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2. THIS PROJECT IS TO COMPLY WITH THE COUNTY F SAN DIEGO LIGHTING ORDINANCE
3. THE FIRST FIVE FEET OF FENCES AND OTHER ITEMS ATTACHED TO A STRUCTURE SH ALL BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL OR MEET THE SAME FIRE RESISTIVE STANDARD AS THE EXTERIOR WALLS OF THE STRUCTURE
4. ALL OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY LUMINARIES OR HALL BE CONTROLLED BY A PHOTO CONTROUMOTION SENSOR COMBINATION.
5. ALL BUILDINGS TO BE FULLY SPRINKLED PER FIRE CODE. CONSULT WITH THE LOCAL FIRE AUTOHORITY TO DETERMINE FIRE SPRINKLER SYSTEM REQUIREMTNS FOR THIS PROJ ECc (COUNTY BU ILDING CODE 92.2.R313)
6. ALL TRASH ENCLOSURES TO BE SCREENED FROM VIEW
7. ALL DRIVEWAYS TO BE 16' MIN WIDE WI APPROVED ENTRY RAD IUS PER FI RE CODE
8. ALL PLASTER WALLS TO BE SEMI SMOOTH FINISH, LIGHT TAN TO BEIGE IN COLOR
9. ROOF PITCH TO BE 4:12, MATERIAL TO BE TWO PIECE BARREL TILE MUD SET
10. ALL HOME SECURITY EQUIPMENT SHALL BE UL LISTED
11. EXPOSED HIEGHT OF FINISHED WALLS CANNOT EXCEED 6'-0".
I LIMIT OF DISTURBANCE
36 SF OF DISTURBED AREA UNDER PIER FOOTINGS
I SHEET INDEX
A 1.0 SITE PLAN & COVER SHEET
A2.1 FLOOR PLAN
A2.2 REFLECTED CE ILING PLAN
A2.3 ROOF PLAN
A3D EXTERIOR 3D VIEWS
A3D2 INTERIOR 3DVIEWS
A4.1 STRUCTURAL SKELETON ELEVATIONS
A4.2 ELEVATIONS
AS.1 SECTIONS
AS.2 SECTIONS
AS.3 SECTIONS
AS.1 DETAILS
AS.2 DETAI LS
AS .3 DETAILS
A84 DETAILS
S1 FOUNDATION PLAN
S2 ROOF FRAMING PLAN
53 DETAILS
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I GRADING SUMMARY
000 CY IMPORT/EXPORT
NO GRADING REQUIRED.
I LOT COVERAGE
TOTAL LOT AREA: 5969 sq ft
SFR FOOTPRINT: 1934 sq ft
PROPOSED PLANT STORAGE FACILITY FOOTPRINT: 368 SF
jffi -38% LOT AREA
November 13, 2019
City of Carlsbad Building Department
1635 Faraday Avenue
-
CITY OF CARLSBAD
Administrative Permit
Regarding the Gn,enhouse plant starage structure at 3931 Garfield street, Carlsbad, 92008, my
neighbor, Joyce James, to the south has consulted with me over the years about a greenhouse
structure. I have told her in the past that I am fine if she does a lot line structure. Recently she has
shown me that the structure ~bmitted fo n....,, • • ~ h~"~ ~e r~j~~~!:';1,smorethanthreefeetandnearertofourfeet
away from our mutual lot line. I a • tc,t;:if ag e .zaith the 1~-,·on f th' structu h
-,n..... VVCll1. 0 IS re on er propertv as submitted.
Thank you for your time and consideration.
Lura Black, Homeowner and Neighbor
~~
3921 Garfield Street, Carlsbad, CA 92008
JAN 2 S 2020
CITY C.= c .. ~SP
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JOYCE
JAMES
GREENHOUSE
3931 GARFIELD ST.
CARLSBAD, CA 92008
JUlUllBL ARCHITECTS
2211 ENCINITAS BLVD, STE 200
ENCINITAS, CA 92024
760-518-5353
andrew@juneauarchitects.com
ju neaua rch itects.com
ARCHITECT LICENSE: C 31 B32
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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DATE:
November 5, 2019
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JOYCE
JAMES
GREENHOUSE
3931 GARFIELD ST.
CARLSBAD, CA 92008
jlDl£QlL
ARCHITECTS
2211 ENCINITAS BLVD, STE 200
ENCINITAS, CA 92024
760-518-5353
andrew@juneauarchltects.com
juneauarchilects.com
ARCHITECT LICENSE: C 31832
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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A4.1
DATE:
November 20, 2019
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JOYCE
JAMES
GREENHOUSE
3931 GARFIELD ST.
CARLSBAD, CA 92008
JUl1IUDL ARCHITECTS
2211 ENCINITAS BLVD, STE 200
ENCINITAS, CA 92024
760-518-5353
andrew@juneauarchitects.com
juneauarchitects.com
ARCHITECT LICENSE: C 31832
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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DETAILS
A8.1
DATE:
November 20, 2019
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GREENHOUSE
3931 GARFIELD ST.
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ARCHITECTS
2211 ENCINITAS BLVD, STE 200
ENCINITAS, CA 92024
760-518-5353
andrew@juneauarchitects.com
juneauarchitects.com
ARCHITECT LICENSE: C31832
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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DETAILS
A8.2
DATE:
November 20, 2019
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GABLE END POST TO UPPER CHORD BRACKET SIDE ELEVATION 0=-f CALE: 6" = 1-'0"
JOYCE
JAMES
GREENHOUSE
3931 GARFIELD ST.
CARLSBAD, CA 92008
JUillWlL ARCHITECTS
2211 ENCINITAS BLVD, STE 200
ENCINITAS, CA 92024
760-518-5353
andrew@juneauarchitects.com
juneauarchitects.com
ARCHITECT LICENSE: C 31832
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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DETAILS
A8.3
DATE:
November 20, 2019
JOYCE
JAMES
GREENHOUSE
3931 GARFIELD ST
CARLSBAD, CA 92008
jUl1llQU
ARCHITECTS
2211 ENCINITAS BLVD, STE 200
4x6 VALLEY CHORD _j
ENCINITAS, CA 92024
760-518-5353
andreW@juneauarchitects.com
juneauarchilects.com
3/8"
4• ARCHITECT LICENSE; C 31832
SCOPE OF WORK:
368 SF SINGLE STORY ACCESSORY
STRUCTURE
SHEET INDEX:
4x6 RIDGE BEAM_J
4x6 UPPER CHORD
REVISION 1:
REVISION 2:
REVISION 3:
REVISION 4:
KEY MAP
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DETAILS
A8.4
DATE:
November 20, 2019
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NOTES:
1.) CONCRETE FOUNDATIONS SHALL BE MINIMUM 2000 PSI CONCRETE @ 28 DAYS.
2.) SEE SHEET S3 FOR FOUNDATION & FRAMING DETAILS & MINIMUM SPECIFICATION@ ALL CONNECTIONS.
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3.) THE NEW FOUNDATION DESIGN ALLOWABLE SOIL BEARING FOR THIS PROJECT SHALL BE ASSUMED TO BE A MAXIMUM 1000 PSF
WITH CONVENTIONAL CONCRETE FOOTINGS INCLUDING SHALLOW MINIMUM DEPTH ISOLATED REINFORCED CONCRETE PAD TYPE FOOTINGS.
FOUNDATIONS SHALL BE DESIGNED AS REQUIRED PER THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA
RESIDENTIAL CODE (CRC) AND ALL APPLICABLE ORDINANCES AS CURRENTLY ADOPTED BY THE CITY OF CARLSBAD, CA.
ADDITIONALLY, FOR THE PURPOSE OF THIS PROJECT, IT IS ASSUMED THAT THE TOTAL AREA OF THE STRUCTURE SHALL NOT EXCEED 500 SF
WITHOUT A GEOTECHNICAL (SOIL) REPORT AS REQUIRED BY THE CITY OF CARLSBAD.
4.) ASSUMING, AT THIS TIME A GEOTECHNICAL (SOIL) REPORT IS NOT REQUIRED, PLEASE BE AWARE; AS REQUIRED BY CITY OF
CARLSBAD, IF ANY UNEXPECTED DETRIMENTAL GEOTECHNICAL CONDITIONS ARE DISCOVERED DURING CONSTRUCTION, THEN
A GEOTECHNICAL (SOIL) REPORT MAY BE REQUIRED BY THE CITY OF CARLSBAD BUILDING INSPECTORS -TO BE PROVIDED BY AN
INDEPENDENT CONSULTANT CONTRACTED DIRECTLY WITH THE OWNER. IF A FUTURE GEOTECHNICAL REPORT IS REQUIRED,
THEN A REDESIGN AND ADDITIONAL FEES MAY BE REQUIRED BY ENGINEER.
5.) ALL FINISH & ENCLOSURE DETAILS SHALL BE PROVIDED BY THE ARCHITECT & CONTRACTOR OF RECORD,
INCLUDING BUT NOT LIMITED TO, THE PROPOSED EXTERIOR GLAZING & DOOR SYSTEMS WITH ATTACHMENTS AS REQUIRED
PER ALL APPLICABLE CODES AS PREVIOUSLY MENTIONED HEREIN.
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REVISIONS
05/08/18
PRELIMINARY SET
05/16/18 CONCEPT
DRAWING SET
10/30/19 PERMIT
SUBMITTAL
I\ -/--/-FIELD
L:::..'.,. REVISIONS
file no: 1802S1
T I T L E
FOUNDATION
PLAN
*
*
PROJECT NO:
1802.00
DATE:
10-31-19
BY: C. GANG
SHEET
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NOTES:
1.) STRUCTURAL STEEL TUBES SHALL BE ASTM AS00 GRADE B OR BETTER AS FOLLOWS
-[TC-00] 4 X 4 X 1/4" COLUMNS (12 TOTAL)
-[TK-00] TS 4 X 4 X 1/4" KING POST (2 TOTAL)
-[TB-00] TS 6 X 4 X 1/4" TYP. HEADER BMS. (9 TOTAL)
-[TH-00] TS 8 X 4 X 1/4" LINE 3 DOOR BM. (1 TOTAL)
-[CT-00] TS 6 X 4 X 1/4" CROSS TIE BMS. (2 TOTAL)
-[TL-00] TS 6 X 4 X 1/4" LOWER EDGE BEAMS (12 TOTAL)
-[GH-C0] TS 6 X 4 X 1/4"@ 'GABLE END FRAME1 BOTTOM CHORD EDGE BM.(@ 2 FRAMES TOTAL)
-[GH-C0] TS 4 X 4 X 1/4"@ 'GABLE END FRAME1 SLOPED TOP CHORD(@ 2 FRAMES TOTAL)
-[GH-C0] TS 4 X 4 X 1/4" 1GABLE END FRAME 1 CENTER KING POST WEB MEMBER(@ 2 FRAMES TOTAL)
-[RB-00] TS 6 X 4 X 1/4" RIDGE BMS. (2 TOTAL)
-[RR-00] TS 4 X 2 X 1/4" TYPICAL RAFTER (24" o/c)
-[RH-00] TS 4 X 2 X 1/4" TYPICAL HIP (2 TOTAL)
-[RV-00] TS 4 X 2 X 1/4" VALLEY BM. (1 TOTAL)
2.) ALL "X -BRACING 11 SHALL BE MIN. 1/4" DIAM. CABLES W/ TURNBUCKLES & EYEHOOKS AS REQ1D.
Gable Frame 2
GH-C2
3.) SEE SHEET S3 FOR FOUNDATION & FRAMING DETAILS & MINIMUM SPECIFICATION@ ALL CONNECTIONS.
4.) ALL FINISH & ENCLOSURE DETAILS SHALL BE PROVIDED BY THE ARCHITECT & CONTRACTOR OF RECORD,
INCLUDING BUT NOT LIMITED TO, THE PROPOSED EXTERIOR GLAZING & DOOR SYSTEMS WITH ATTACHMENTS AS REQUIRED
PER ALL APPLICABLE CODES AS PREVIOUSLY MENTIONED HEREIN.
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5.) ALL PLAN DIMENSIONS, INCLUDING HORIZONTAL & VERTICAL CONTROLS SHALL BE VERIFIED BY THE ARCHITECT/CONTRACTOR.
6.) ALL STEEL FABRICATION DIMENSIONS SHALL BE VERIFIED BY THE ARCHITECT/CONTRACTOR & STEEL FABRICATOR,
INCLUDING EXACT REQUIRED CONNECTION DIMENSIONS & AS BUil T FOUNDATION LOCATIONS, PRIOR TO FABRICATION.
7.) ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S.SPECIFICATIONS, LATEST EDITION.
WELDING SHALL BE COMPLETED IN AN APPROVED CERTIFIED SHOP. ALL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION.
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REVISIONS
05/08/18
PRELIMINARY SET
05/16/18 CONCEPT
DRAWING SET
10/30/19 PERMIT
SUBMITTAL
I\ -/-/-FIELD
/:::_j,REVISIONS
file no: 1802S2
T I TL E
ROOF FRAMING
PLAN
*
*
PROJECT NO:
1802.00
DATE:
10-30-19
BY· • C. GANG
SHEET
S2
3/8" PLT. W/
2-5/8" M.B.s TYP.
RIDGE CONNECTION
1/4" CAP PL T.
@EA.END TYP.
TYPICAL DETAIL RAFTER @ RIDGE 4 1802S3
S3
TYP.@
T.S. FRAME h3~/16;,v-~J +---
3/16
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ELEVATION@ GABLE END FRAMING BEAM/TRUSS@ LINE C
1802S3
S3
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SIM. TOBOT.
@ 1/2' PL T.
@THRO.
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-~-~11" X 4" X 1/2" T&B PL T. W / 5/8" DIA. (A-307)
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3/16 j,E-1 114" i TO STL 8'-0" H~b6$y-v ... +
STUDS 3/16 1---~'.'.'.:=j:::::::::=i_3/8" PLT. X 3-1/2" SQ.@
"Y'' CABLES
SEE DET. 7/83 FOR
TYP. NOTES & SPECS.
KING POST DET. @LINE 8&2 CROSS BM. TO RIDGE BM.
1802 3
S3 7 TYPICAL DETAIL HDR. BMS. TO T.O. T.S. COLS.
+8'-0"
T.O.PLT.
NTS 3
NTS
3/8" PLT. W/
2-5/8" M.B.s TYP.
+8'-0" ----------T.O.PLT.
3/16
1802S3
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1802S3
S3
4-5/8" DIA. X 1'-4" LG. A.B's (A-307) W/ DBL. NUTS
& STND. WASHERS (HOT DIPPED GALV.)
@ 5/8" X 11" X 11" BASE PLT. ---.-~--
OVER MIN. 1-1/2" NON-SHRINK DRY PACK
(ALTERNATE ANCHORAGE: SEE SIMPSON
11SET-XP" EPOXY NOTES HEREIN BELOW.)
PROVIDE FORMED FINISH
@ EXPOSED TOP ONLY
(PER ARCHITECT)
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REVISIONS
I 05/08/18
PRELIMINARY SET
05/14/18 CONCEPT
DRAWING SET
10/30/19 PERMIT
SUBIIIITTAL
/\ 00/00/19 PERMIT
/-\ REVISIONS
A
-/-/--FIELD
REVISIONS
file no: 1802S3.FP3
---------------------
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T.S. 6 X 4 1/4"
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SEE DETAIL 3/S1 FOR TYP. NOTES & SPECS
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6" MIN.
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PLAN @ BASE PL T.
SEE DET. 6/S3 FOR VERT.
CONNS. PL T. CONFIGURATIONS
"X"-BRACED CABLES W/
TURNBUCKLES (SEE PLANS
FOR COLUMN LOCATIONS.)
TUBE STEEL (T.S.) PERIMETER
LOWER EDGE BEAM W/
T I T L E
DETAILS
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2-5/8" DIAM. (A-307) M.B's W/
STND. WASHERS & HEX NUTS
(SEE PLAN & 6/S3 @PERPENDICULAR SM'S.)
*
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*
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~---3+---2'-6" MIN. DIA. CONG. FOUNDATION W/ 1802.00
4-#4 VERT. & 3-#3 TIES MIN. @18" o/c DATE:
=
**ALTERNATE ANCHORAGE: ANCHOR BOLTS NOT CAST IN P CE SHALL BE PLACED IN 3/4" DIAM.12" DEEP DRILLED 1 Q -3 Q -1 9
HOLES FILLED WITH SIMPSON "SET-XP" EPOXY PER ICC-ES ESR-2508-MINIMUM EDGE DISTANCE 1-3/4". BY
ANCHOR BOLTS SHALL A-36 GALVANIZED OR STAINLESS STEEL THREADED RODS OR BETTER. : C. GANG
~---------------------------------~-s::-1~**=S~P=E~Cl~A=L~IN=S=P=E~C~Tl~O~N~R~E~Q~U~IR~E~D~@;;a..,...;A=L~L=E=PO=~=ED;;.,,;;;B~O=LT......,.PLA==C-E=M=E=N~T=·**~---------------~~ s HEE T
ELEVATION @ GABLE END FRAMING BEAM/TRUSS @ LINE 1 2 TYPICAL DETAIL @ CONCRETE COLUMN FOOTINGS 1
1802S3 NTS 1802S3 NTS ~ S3 S3
~
NEW GREENHOUSE
(12)-EXIST. CONG.
FOOTING PIERS
(SHADED) -_ .-. ~
(12)-REPLACEME
FOOTING PIERS
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: :~::: : : : :~:
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REQ'D. SETBACK
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VARIANCE REQUEST
(5' REQ'D. SETBACK TO B E REDUCED)
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VARIANCE REQUEST 'SUMMARY TABLE'
6000 SF SITE LOT AREA
R2 (1-SINGLE FAMILY RES.)
PROPOSED USE: EXISTING (1 )-SINGLE FAMILY RESIDENCE
W/ ADDITION OF NEW (REARYARD)
PLANT STORAGE/GREENHOUSE ACCESSORY STRUCTURE
1048 SF EXISTING 1 ST LEVEL FLOOR AREA
1544 SF EXISTING 2ND LEVEL AREA
2592 SF TOT AL HABIT ABLE FLOOR AREA
250 SF GARAGE AREA
902 SF EXISTING 1 ST LEVEL DECK AREA
656 SF EXISTING 2ND LEVEL DECK AREA
*
2200 SF EXISTING RESIDENCE LOT AREA COVERAGE
368 SF NEW ACCESSORY (GREENHOUSE) STRUCTURE ( LOT AREA COVERAGE
2568 SF TOT AL LOT AREA COVERAGE
43% TOTAL PERCENT OF LOT AREA COVERAGE (2568 SF/6000 SF= 0.428)
1201 ---------------------------------~
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EXISTING APPROX. 35 1+ CANOPY @50+ YR. OLD
'QUERCUS AGRIFOLIA' (COAST AL LIVE OAK) TREE
(NATIVE DROUGHT TOLERANT SPECIE RECOGNIZED !~ ... COASTAL CALIFORNIA FOR PROTECTION ATTENTION.
~LEASE MINIMIZE ROOT DISTURBANCE/DAMAGE.,,.,., FOR VARIANCE SUBMITTAL
REFERENCE PERMIT/PLAN CHECK #CBR2019-3167
PLAN NORTH
(NTS)
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REVISIONS
01/28/20
PRELIMINARY SET
00/00/00*
*
~ 00/00/00*
*
I\ -/--/--FIELD
~REVISIONS
file no: 1802C1
T I T L E
NORTH
SIDEYARD
SETBACK
VARIANCE
SITE PLAN
PROJECT NO:
1802.00
Y, DATE:
:01-28-20
BY: G N C. A,G
:S H E ET
C1