Agenda packet — Imperial Beach City Council, March 1, 2023 (part 2 of 2)

5/8" TYPE 'X'

GYPSUM BOARD,

CMU BLOCKS
@OTHER LOCATION
SEE PLANS (3'-0" MIN.)
1 1/2"
1 1/2"
1 1/2" DIA. METAL HANDRAIL

W/ WALL RAIL BRACKET
34" TO 38"
STAIR
TREAD
5/8" TYPE 'X'

GYPSUM BOARD,

CMU BLOCKS
@ OTHER LOACTION
5/8" TYPE 'X'

GYPSUM BOARD
(2) 2X12 WOOD

STRINGERS
REF. TO STRUCT
5X5"X 3/8" METAL

ANCHOR PALTE W/
(4) 1/2" DIA. X
4" LAC BOLTS AT
4'-0" O.C.
1"X1" METAL

BOTTOM RAIL
1/2"X1/2" METAL BALUSTRADE
@ 4" MAX. CLEAR SPACE
3/4" WOOD TREADS

ON STRUCTURAL ADHESIVE
ON 3/4" PLYWOOD

SHEATHING
1 1/2" DIA. METAL HANDRAIL
W/ 1 1/2" DIA. METAL POST
3/4" THK.

STEEL
2X RISERS
SEESTRL.

SEE
STRL.
2X PLATE
FOR A.B. SPECS.

SEE STRUCL.
2X STRINGER
REF. TO STRUCT.
5/8" TYPE 'X'
GYPSUM
7 1/2"
1"
(10" MIN.)

SEE PLAN
(7.75" MAX.)

SEE PLAN
1X TREADS
CONCRETE FIN.
1X TREADS
CONCRETE FIN.
2X RISERS
5/8" TYPE 'X'
GYPSUM BD.
2X STRINGERS
REF. TO STRUCT.
2X4 BLOCKING
@ 4'-0" O.C.

SEE STRUC'L

PLANS FOR JOIST
SIZE & SPECS.
5/8" TYPE 'X'
GYPSUM BD.
7 1/2"

SIMPSON HANGER

SEE STRUC'L PLANS
FOR FLOOR SHTG.
(10" MIN.)

SEE PLAN
(7.75" MAX.)SEE PLAN
1X TREADS
CONCRETE FIN.
2X RISERS
3/4" THK.

STEEL
(7.75" MAX.)SEE PLAN
7 1/2"
2X4 BLOCKING
@4'-0" O.C.
2X STRINGERS
REF, TO STRUCT.
5/8" TYPE 'X'
GYPSUM
1" (10" MIN.)

SEE PLAN
8" 8"
1 1/2"
1"
4x 8 P.T.P.F. # 1 @ 4'-0"
O.C. MIN. CON. GIRDER
2"x6" CLEAR REDWOOD OR OTHER
DECKING W/ (2) 10" d. STAINLES STEEL
NAILS OR SCREW IN EACH MEMBER 1/
8 " TYPICAL DECKING GAP
STAIR EDGE @ DECK
SCALE 1 1/2" = 1'-0" 02-DECK-STAIR EDGE @DECK

EXISTING GRADE
SHAPPED 2x12 (2)
5/
8 " DIA. THRU BOLTS TO
GIRDER

RIM JOIST
12" TYP.

U.O.N.
6" TYP.

U.O.N.

STRAIGHT STAIR SECTION & ELEVATION
05-71201B.dwg 3/16"= 1'-0"
6"
4'-0"
CLEAR
5" TYP.
6"
4"
TYP6"
8"
36"
12"

TREAD WIDTH
+12"
1'-11"
4",TYP.
3'-6"
1'-6"
SLOPE 2%
MAX.

CROSS

SECTION
1 1/2" O.D. GALV. STEEL TUBING POST, TYP.
1 1/2" O.D. GALV. STEEL
TROWEL 1/16" DEEP SLOT & FILL W/ ABRASIVE, ANTI-SLIP SAFTEY COATING, COLOR TO CONTRAST W/ EVERY STAIR COLOR @ EVERY STAIR TREAD 1/2" RADIUS TYP.

LINE OF CONC. CURB BEYOND
#5 CONT. @ NOSE W/ #5 VERT. @ 24" O.C. (TYP.)
#4 @ 12" O.C.

EACH WAY (TYP.) COMPACTED FILL (8" MIN. - TYP.)
1 1/2" 0.D. GALV. STEEL TUBING POST SET IN A 2"∅ SLEEVE 1/2" RADIUS EDGE

LINE OF ADJACENT GRADE

LINE OF STAIR RISERS BEYOND WHERE OCCURS

CONCRETE STAIRS WITH BROOM FINISH

AS SELECTED BY ARCHITECT
TUBING HANDRAILS TYP.

CONC. SEATING

FINISHED GRADE LINE
4 12
CROSS

SECTION
15"

LONGITUDINAL SECTION
11" 1"
3" SEE
PLAN
STAIR STRINGER LANDING 18
05-71202.dwg Scale: 1"=1'-0"
CONC. FILLED

STAIR LANDING

STEEL ANGLE, SEE

STRUCTURAL DRAWINGS
12 GA. GUSSET PLATES

3. PER TREAD TYP.

STRINGER REFER TO

STRUCTURAL DRAWINGS
TYP.
60 TUBE STL. LANDING

FRAMING, SEE TUBE
STRUCT. DRAWING

EDGE OF WALL
BEYOND
4"
_1
2"
METAL TREAD NOSING INSERT 21
05-72301.dwg Scale: 3/4"= 1'-0"
POURED IN PLACE CONC.

STAIR
TREADS
ABRASIVE STAIR TREAD NOSING.

INSTALL EVEN W/ FRONT OF
STAIR TREAD NOSING, 3" FROM
ENDS, TYP. TO BE
CONTRASTING COLOR TO TREADS.

STAIR STRINGER LANDING 20
05-71204.dwg Scale: 1"= 1'-0"
1"
SEE
PLAN
3"
11"

DRAWINGS
BASE, PER SPECS.

LOWER LEVEL

FLOOR SLAB AT

FOOTING REFER TO
STRUCT. DRAWINGS
16 GA. G.I. CLOSURE

PLATE WELD TO RISER

AND WELD RETURN TO
STRINGER TYP.

REFER TO STRUCT.

STRINGER ANCHOR
STRUCT. DRAWINGS

STRINGER REFER TO
3 PER TREAD, TYP.
12 GA. GUSSET PLATES
CONC. FILLED STAIR
TREADS
1" MAX 2"
STAIR RISER DETAIL scale: 3"=1'-0"

QUARRY TILE THIN SET OVER
1/2" CEMENTITIOUS BACKER
BOARD OVER PLY. WD. TREAD

RADIUSED NOSING COVETILE
3/4" CDX
NOTE: @ TOP AND BOTTOM

NOSINGS OF EACH RUN,
PROVIDE PAINTED STRIP 2"

WIDE ACROSS WIDTH OF TREAD
1-1/8" PLY. WD.
dstair01
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 As indicated
2/21/2023 9:15:43 PM
A-303

TYPICAL DETAILS
STAIRS
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0" 1 4-1 HANDRAIL DETAIL @ RESIDENTAIL
1/8" = 1'-0" 2 4-2 STAIR AT FLOOR
1/8" = 1'-0" 3 4-3 STAIR AT LANDING
1/8" = 1'-0" 4 4-4 TYPICAL STAIR DETAIL
1 1/2" = 1'-0" 5 4-5 TYPICAL STAIR EDGE @ DECK
3/16" = 1'-0" 6
4-7 STRAIGHT STAIR SECTION &

ELEVATION
1" = 1'-0" 7 4-8 LONGITUDINAL SECTION
1" = 1'-0" 9 4-9 STAIR STRINGER LANDING
3/4" = 1'-0" 8 4-10 METAL TREAD NOSING INSERT 1" = 1'-0" 10 4-11 STAIR STRINGER LANDING 3" = 1'-0" 11 4- 14 STAIR RISER DETAIL No. Description Date

Page 120 of 159 ends

42"
3'-0 1/2' 4" 1/2"
5'-0" MAX.
4" MAX.

TYPICAL
1"X1"X3/16"
H.S. RAILING
NOTE: NO SPHERE MORE THAN 4"

IN DIAMETER SHALL FIT THROUGH
INTERMEDIATE OPENINGS OF RAILS.
1/2"X1/2"X3/16" H.S.

BALUSTRADE
1"X1"X3/16"
H.S. POST

SEE PLAN
FOR FLR. LEVEL
1/2"X1/2"X3/16" H.S.

BALUSTRADE
1"X1"X3/16"
H.S. POST
NOTE: NO SPHERE MORE THAN 4"

IN DIAMETER SHALL FIT THROUGH
INTERMEDIATE OPENING OF RAILS.
1"X1"X3/16"
H.S. RAILING
4" MAX.TYPICAL
4" MAX.

TYPICAL
42"
5'-0" MAX.

SEE PLAN
FOR FLR. LEVEL
1/ 1/4" SQ SOLID BAR
60" O/C MAX.
4 1/2"
3/4"
3/16
42" MAX.

SEE ARCH.
4 1/2 X 4 1/2 X 5/16" PLATE
W/ 4-5/16" 0 X 8" LONG

LAG SCREWS
6 X BEAM OR 6 X BLKG.

OR 3-2X BLKG.
6 X BLKG PROVIDE
SIMPSON 2 - 'HL43'
EA. END BLKG.

W/ 3/4" 0 BOLT
(TOTAL 4)
42" MAX.

SEE ARCH.
3/16
1 1/2"
1 1/2"
4"
2"
CONC. DECK
1"
6"
1 1/4 SQ STEEL
BAR @ 60" O/C
6 X 6 X 1/2"

BASE PLATE W/
4-1/2" 0 A.B.
3/4" HARDWOOD
1/2" LAYER OF CORK
1-1/4" LIGHTWEIGHT

CONCRETE
1-1/8" PLYWOOD
F.FL.

T.O.PW.

T.O.PW.
2 1/4" 2"
TJI
GYP. BD.
2X CLG. JOIST

INSULATION
2X4 WD. FRMG.

GYP. BD. INTERIOR

INTERIOR
1/4" CEMENT PLASTER
1/2" SCRATCH COAT STUCCO

BUILDING PAPER
1/2" PLYWOOD
2X STUD WALL W/ INSULATION
5/8" GYPSUM BOARD

FLOOR JOIST

PLYWOOD

METAL LATH

SCRATCH COAT STUCCO

BROWN COAT

WHITE COAT
2X FLOOR JOIST

EXTERIOR
505.92' T.O.PW.
506.22' F.FL. 506.3 F.FL.

CONT.

SEALANT
1-1/8" PLYWOOD

EXTERIOR
CONT. SEALANT
1/2" CONT. DRIP
GALV. SHEET
FACIA
1'-10"
3/4" MORTAR BED 3/4" STONE FINISHING
1-1/2" LIGHTWEIGHT CONCRETE

METAL MESH
3/4" WATERPROOF
- PRIMER URETHONE
- GACOFLEX URETHANE W/ PAPER TAPE
- GACOFLEX URETHANE MIXED W/ SAND
3/4" MORTAR BED
7 1/2"
3'-6"
6 1/4"
1 1/8"
3/4"
1 1/2"
3/4"
4 7/8"
3/4"
1/2"
1/2"
2"
3/4" 1/2" 1 1/8" 1" 7/8" 1 1/8"

DUB HUNG

W/ TAMPERED

GLAZING
2X4 BLK'G
EXT. 7/8" THK.

LATH & PLASTER
TYP. FLOOR
JOIST

BATH BY

OWNER PLYWOOD DECK
& SIDING
DBL. PLATE
2X4 BLK'G
2X4 TYP.

SOLE PL.

VINYL WALL COVERING

OVER WATER RESISTANT

GYPSUM BOARD

SEALANT

CERAMIC TILE

BULL NOSE AT
EDGE

ADHWSIVE
2X4 STUDS
@ 16" O.C.
(VERIFY)
2"
8-1/2"
3"
1/4"
18-1/4"17-7/8"
7-1/4"

BRACKET
DETAIL

ALUMINUM-MILL FINISH

FACTORY FINISH
∅9/16"
PLAN

PRECISION BRAND LADDER OR

EQUIVALENT
LADDER DETAILS SCALE: 3/4"=1'-0" dlad01
6"
1'-6"
1'-0"MAX.
4'-0" 3'-6"
ACCESS LADDER Scale:1/2"=1'-0"
DLAD02
3" WIDE X 1/4" FLAT BAR SUPPORT BOTH
SIDES AT 48" OC, WITH 3/8" DIA. X 4" LAG

SCREW INTO SOLID BLOCKING
3/4" DIA. STEEL RUNGS WITH

NON-SLIP SURFACE OT TOP OF
EACH RUNG, AT 12" OC.
3" WIDE X 1/4" GALV. STEEL

FLAT BAR
NOTE: FIT RUNGS IN CENTERLINE OF SIDE

RAILS, PLUG WELD AND GRIND SMOOTH ON
OUTER RAIL FACES. WELD SUPPORTS TO SIDE
RAILS.

T/CONC.

BASEMENT
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TYPICAL DETAILS

RAILS & LADDER
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0"
1 5-1 TYP. GUARDRAIL ELEVATION AT

BALCONY
1/8" = 1'-0"
2 5-2 TYP. INTERIOR GUARDRAIL

ELEVATION
1/8" = 1'-0"
3 5-3 TYP. GUARDRAIL CONNECTION
1/8" = 1'-0"
4 5-4 TYP. RAILING SECTION AT

CANTILEVER BALCONY
1/8" = 1'-0"
5 4-2 BATH DECK
1/8" = 1'-0"
6 4-2 CERAMIC TILE AT WALL
3/4" = 1'-0"
7 4-12 LADDER DETAILS
1/2" = 1'-0"
8 4- 13 ACCESS LADDER
No. Description Date

Page 121 of 159 ends

7/8" STUCCO SYSTEM

FRAMING AS PER STRUC'L

EXTERIOR GRADE CDX
PLYWD. SHEATHING AS

PER STRUCTURAL
10D @ 6" O.C.
8D @ 6" O.C.

BLKG. AS PER STRUC'L
2X FIRE BLHG.

FRAMING AS PER STRUC'L
R-19 INSULATION
3" 8"
MIN.

CONT. SHEET MTL.

FLASHING
10D @ 6" O.C.

CONTINUOUS

FIBER CANT

BUILT-UP ROOFING SYSTEM
ON EXT. GRADE PLYWOOD DECK
(AS PER STRUCTURAL)
TYP. R-30 INSULATION
1 LAYER OF 1/2" TYPE "X"
GYP BD. TYP.
2X ROOF JOIST REF. STRUCT.
5/8" TYPE 'X' GYP. BD
SLOPE
CONTINUOUS 1X NAILER 8"
CANTINUOUS 26 GA. CLIP
OMEGALITE PANEL NO. 4
SYSTEM O/ PLYWD. OR
O/ O.S.B. BD. SUBSTRATE
24 GA GALV. CAP FLASHING

PAINTED AS INDICATED ON
ELEVATIONS 3" MIN.

SECURE @16" O.C. MAX.

CONT. SHEET MTL.

FLASHING

EXTERIOR STUD WALL
CONSTR. AS PER STRL.
90# CAP SHEET
3" MIN. CANT OVER
1/2" PLYWOOD SHTG.

ROOFING
7/8" CEMENT PLASTER

METAL LATH

BUILDING PAPER
PLYWOOD SHEATHING PER STRUCT.
2X STUD WALL W/ INSULATION
5/8" GYPSUM BOARD

WEEP SCREED
CANT. STRIP

SLATE COMPOSITE SHINGLES
CONT. SEALANT
CONT. METAL

CHANNEL FLASHING

WEEP SCREED

PLYWOOD SHEATHING
(AS PER STRUC'L

DRAWING)
2X BLOCKING
(AS PER STRUC'L

DRAWING)
2X RAFTER
(AS PER STRUC'L

DRAWING)
2X FIRE BLOCKING
2X RAFTER
(AS PER STRUC'L

DRAWING)
5/8" GYP. BD.
2X LEDGER
(AS PER STRUC'L

DRAWING)
2X FIRE BLOCKING
5/8" GYP. BD. 5/8" GYP. BD.
2X WOOD STUD @ 16" O.C.

BUILT-UP ROOFING

CONTINUOUS FIBER CANT STRIP
2X8 WOOD LEDGER NAILED TO

STUDS-TAPER TOP TO SLOPE
1/2" PLYWOOD
2X4 NAILER
(TAPER TOP

TOP MATCH
SLOPE)

TAPERED
EDGE
STRIP
ROOF PLYWD.

SHEATHING
2X4" WD. FRAMING @ 16" O.C.

TAPER BOTTOM TO MATCH DECK

AIR EXHOUST OR

INTAKE CAP
20 G.A. GALV. SHEET
MTL. CLOSURE COLLAR

BUILT UP ROOF
PLYWD. DECK

INSULATION

VENT PIPE

SEALANT

DRAW BAND
20 G.A. GALV HOOD

HEOPRENE CLOSURE

OPEN WEB STEEL JOIST
TYP. SHAPED 4X

ALL AROUND
SEE STRUCT.

RIGID INSUL.
4" MIN.

ROOFING - CARRY OVER

TOP OF PLATFORM
3' -0" SHAPED CANT (TYP.)

BENT PLATE
(SEE STRUCT.)
2X6 WOOD JOIST
@ 16" O.C.

SEE ROOF PLAN FOR DIMENSION

ROOF MOUNTED

EQUIPMENT, SEE
REFRIG. DWGS.

PLATFORM FROM \" PLYWOOD

SHAPE EDGES AS SHOWN

ALL AROUND
MIN. 26 GALV.

STEEL COVER
2X6 WOOD JOIST
@ 16" O.C.

NOTE: VERIFY WITH RESPECTIVE CONTRACTORS(S) FOR
EXACT SIZE AND LOCATIONS OF ROOF PLATFORMS.

PREFABRICATED SKYLIGHT PER SPEC.
2X CURB

ANCHOR SECURE TO CURB
PER MANUF. SPECS.

BATT. INSULATION
4" MIN FIBER CANT STRIP

BASE FLASHING

ROOFING - SEE ROOF PLAN
4X BLK'G
5/8" TYP X GP BD.
@ CORRIDOR CEILING
RADIUSED GYP. BD
WALL FINISH@SHAFT TO

SKYLIGHT ABOVE

BUILT UP ROOF OVER

PLYWOOD SHEATHING

SECURITY BARS
2X6 CLG JOIST @

CORRIDIR BELOW

AS REQ'D TO MEET

RADIUS SHAFT

SIZES ARE FIGURED PER MAXIMUM

RECORD STORMS IN CALIFORNIA
250 S.F. OF ROOF AREA PER SQ. IN OF

DOWNSPOUT AREA
4" HUBLESS CAST

IRON DOWNSPOUT
4" HUBLESS CAST

IRON OVERFLOW
TYP. CEILING
4" ROOF DRAIN W/ 18"
FLANGE 'JAY R. SMITH'
NO. 1010
4" OVERFLOW W/ 2" DAM
'JAY R. SMITH' #1080

DRAIN SIZE CHART
MAX. ROOF AREA DOWNSPOUT DIA.

TYP. CEILING
MAINTAIN MIN. 1/4" / FT

SLOPE AT DRAIN
LATERALS, TYP.
4" ROOF DRAIN W/ 18"
FLANGE 'JAY R. SMITH'
NO. 1010
4" OVERFLOW W / 2" DAM
'JAY R. SMITH' #1080
2' - 0" 1' - 6" 2"

ROOF DRAIN PIPE
NOTE:

1. STEEL CLAMPING RINGS MUST BE

USED ON ALL ROOF OVERFLOW DRAINS

2. INSPECT DRAINS AFTER ROOFING

INSTALLATION TO ASSURE NO

CLOGGING OF DRAINS HAS OCCURED

AND THAT FULL DIAMETER OF THE
DRAIN LEADER IS CLEAR.
1' - 0"
26 GA. G.I. FLASHING X
12" (CENTER ON WALK

SURFACE) RUN UP
SHEATHING.

L2X3X1/8" (LLV) VENEER
LINTEL WHERE OCCURS.

DO NOT GROUT HEAD

JOINTS (FOR WEEP)
CONC. WALK,

SEE CIVIL

DOWNSPOUT
NOZZLE, J.R. SMITH
1770 OR EQ.

GROUT SOLID
BEHIND D.S. NOZZLE

STOEN VENNER OVER

MORTAR BED WITH

EXPANDED METAL LATH

OVER PLYWOOD SHEATHING

WHERE OCCURS
7/8" EXT. CEMENT

PLASTER OVER

PLYWOOD SHEATHING
30" X 30" MIN. LEAD

FLASHING SHEET SET INTO

ROOF CEMENT OVER THE

INSTALLED INTERPLY FELTS
AT EA. DRAIN

ROOFING OVER CANT OR

CRICKET AS OCCURS
DEPRESS PAN 2"

OVERFLOW DRAIN
2" HIGH DAM

ROOF DRAIN

PARAPET

OVERFLOW

AND SCRUPPER

LOCATE PER PLAN

CONTINUOUS CANT STRIP
5' - 0"
1' - 6" 2' - 0" 1' - 6"
3' - 0"
1' - 6" 1' - 6"

PARAPET

CONTAINS NO STEEL OR PLASTIC PARTS IN ORDER TO BE

ABLE TO WITHSTAND EXTREME WEATHER CONDITIONS

3.50" (FOR 2" FITTING)

4.63" (FOR 3" FITTING)

5.25" (FOR 4" FITTING)

THUNDERBIRD PRODUCTS
1148 NORTH MARSHALL AVE.

EL CAJON, CA 92020
TEL: (800) 658-2473
FAX: (619) 448-9072
2"
3"
ADJUSTABLE 6" ROUND OR SQUARE BRASS

GRATE FOR TILE AND CONCRETE APPLICATION

COMMERCIAL DECL DRAIN
HEAVY DUTY A.B.S. CYCOLAC DOME STRAINER
24"
10" 17.5"

COMMERCIAL DECK DRAIN
ADJUSTABLE 6" ROUND OR SQUAR BRASS GRATE FOR TILE AND CONCRETE APPLICATION

OPTIONAL

CLAMP RING
6" BOWL ALLOWS

WEEPAGE AT WATERPROOFING
20 OZ COPPER FLASHING ATTACHED TO
2", 3", OR 4" BRONZE NO-HUB FITTING
GRATE OPTIONS:
14"

CONTAINS NO STEEL OR PLASTCIS PARTS IN ORDER TO BE
ABLE TO WITHSTAND EXTREME WEATHER CONDITIONS.

THUNDERBIRD PRODUCTS
1148 NORTH MARSHALL AVE.

EL CAJON, CA 92020
TEL: (800) 658-2473
FAX: (619) 448-9072
1" - 2.25"

3.625"
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 1/8" = 1'-0"
2/21/2023 9:15:50 PM
A-305

TYPICAL DETAILS

ROOF & DRAIN
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0"
1 6-1 TYPICAL ROOF & PARAPET
1/8" = 1'-0"
2 6-2 PARAPET CAP
1/8" = 1'-0"
3 6-3 CANT STRIP
1/8" = 1'-0"
4 6-4 ROOF TO CHIMNEY/ WALL DETAIL
1/8" = 1'-0"
5 6-5 PLYWOOD CRICKET DETAIL
1/8" = 1'-0"
6 6-6 VENT THROUGH ROOF
1/8" = 1'-0"
7 6-7 EQUIPMWNT PLATFORM
1/8" = 1'-0"
8 6-8CHIMNEY SECTION
1/8" = 1'-0"
9 6-9 SKYLIGHT DETAIL
1/8" = 1'-0" 10
6-10 TYPICAL ROOF DRAIN

INSTALLATION
1/8" = 1'-0" 11
6-11 ROOF/OVERFLOW DRAIN AT

POP-OUTS
1/8" = 1'-0" 12 6-12 ROOF DRAIN
1/8" = 1'-0" 13 6-13 ROOF DRAIN SECTION
1/8" = 1'-0" 14 6-14 ROOF - DECK DRAIN
1/8" = 1'-0" 15
6-16 DRAIN FOR BALCONIES AND

TERRACES
No. Description Date

Page 122 of 159 ends

1 /
2 "
2"
3 /
4 "
5/8" TYPE 'X' GYPSUM BOARD

ELEVATOR DOOR HANGER

ASSEMBLY

PLYWOOD SHEATHING
WHERE OCCURS, S.S.D.

ELEVATOR DOOR

HOLLOW METAL FRAME,
PAINT
HEADER, S.S.D.

WALL MTD SMOKE GUARD -

SEE SPECS

JAMB CONDITION (DOTTED)
ELEVATOR HEAD Scale: 1"=1'-0"

INTERIOR ELEVATOR LAYOUT
14-20003.dwg N.T.S.
116'-0" TO 6'-6"
1 1/4"- 1 1/2"
4'-0"MAX
34" TO TOP OF RAIL

TELEPHONE

EMERGENCY
6'-0" MIN
4'-0" MAX FRONT APPROACH
4'-6" MAX SIDE APPROACHTO TOP BUTTON
2'-11" MIN
PANEL

CONTROL

TUBE BYPASS

PHOTOELECTRIC

HANDRAIL ON REAR
OF CAR
SWITCH

ELEVATOR ENTRANCE DETAIL
14-20002 N.T.S.
10 1
LIGHT BEAM "A" IS 5" ABOVE FLOOR LINE
LIGHT BEAM "B" IS 29" ABOVE FLOOR LINE

AUTOMATIC REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES

THROUGH EITHER BEAM A OR B REPRESENTED HERE AS THE VERTICAL LOCATION OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT.

BUTTON
CALL
42"

FLOOR LANDING

NUMBERS ON BOTH

SIDES OF DOOR

BRAILLE & NUMBER

JAMB BA
B

CORRIDOR SIDE A
60"
HALL
LANTERN72" MIN.

UP
DOWN

TURN-ON

PUSH-STOP
ON
OFF
WHEEL CHAIR LIFT 13
14-42001.dwg Scale: 3/4"= 1'-0"
48" STD. PLATFORM
38 1/2" TOWER WIDTH
39" TOP CAP WIDTH

LIFTING HEIGHT
(SEE CHART)
3" PIT
30 1/2" 2" TO 3"
3/8" TO 3/4"
51" MIN. TO 52" MAX.
42"
48 3/4" MIN TO 49 1/2" MAX
3/8" TO 3/4"

TOWER HEIGHT
(SEE CHART)
36" PLATFORM
48 1/2"

GUARD PANEL

FRONT ELEVATION

LANDING
11GA. GALV.

STEEL PLATFORM

W/ NON-SKID

MACHINE TOWER

GUARD PANEL
1"x2"x11GA STEEL

TUBE FRAME W/
4" THICK 3500

PSI REINFORCED

CONCRETE SLAB
39"
Max.

Lifting Ht.
36 MODEL

59.25"
Tower
Height

REMOVABLE FRONT

ACCESS PANEL(S)

MACHINE TOWER
14GA CRS

LOWER LANDING SIDE ELEVATION

EDGE OF
PIT OR

PLAN VIEW
DEPTH - 3"

HOISTWAY OR PIT LAYOUT

NOMINAL PIT
UPPER
18GA GALVANIZED

CRS PANEL

SURFACE

HOISTWAY
INT. ELEVATOR CONTROL PANEL
14-20004 Scale: N.T.S.
12 OPEN CLOSE
ALARM 1
STOP 2
35" MIN ABOVE FLOOR
5/8 " MIN NUMERAL HEIGHT
3/4 " MIN BUTTON

PLACE STAR ALONGSIDE

MAIN EXIT FLOOR NUMBER

DIAMETER
3/8"
MIN.

SEPERATION
MIN. ELEVATOR CAR DIMENSIONS
9 14-20001.dwg Scale: 1/2"= 1'-0"
54" MIN.

CLEAR INSIDE
3'-0"
80" MIN.

CLEAR INSIDE
1'-0" 1'-0"
5"

GROUT SOLID
5" X 5" X 1/4" CONTINUOUS GALV.

STEEL ANGLE W/ 1/2" DIA. X 5"
ANCHOR BOLTS @ 16"O.C. MAX
AND 8" FROM EACH END

ELEVATOR THRESHOLD BY
ELEV. MFR.

CONCRETE SLAB, S.S.D.

ALIGN W/ FINISH
FLOOR

ELEVATOR DOOR

QUARRY TILE FINISH

FLOOR THINSET
O/CONC. SLAB @

BASEMENT
NOTE: QUARRY TILE

FINISH THINSET

O/CEMENT BACKER

BOARDS AT FIRST
FLOOR
GROUT JOINT @
SILL
DELEV02
ELEVATOR SILL Scale: 3"=1'-0"
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TYPICAL DETAILS

ELEVATOR
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
3" = 1'-0"
1 8-1 MIN. ELEVATOR CAR DIMENSIONS
1/8" = 1'-0"
2 8-2 INTERIOR ELEVATOR LAYOUT
1/8" = 1'-0"
3 8-3 ELEVATOR ENTRANCE DETAIL
3/4" = 1'-0"
4 8-4 WHEEL CHAIR LIFT
1/8" = 1'-0"
5 8-5 INT. ELEVATOR CONTROL PANEL
1/2" = 1'-0"
6 8-6 MIN. ELEVATOR CAR DIMENSIONS
3" = 1'-0"
7 8-8 MIN. ELEVATOR SILL
No. Description Date

Page 123 of 159 ends

FINISHES
Car Operating Panels Car Direction Lantern Hall Stations The Elvoron LULA control panel is
equipped with a digital floor indicator,
illuminated floor buttons, alarm button,
door open and close buttons and a keyed
emergency stop switch. An optional
hands-free phone is available.

Mounted in the car doorway, the Car
Direction Lantern is an audio and
visual signaling device that indicates
direction of travel and arrival at the
floor.

The wall plates and the push buttons
are both brushed stainless steel for
maximum durability. The push button
features an illuminated border to indicate
that the elevator has been called.

Lighting Handrails Keyed Hall Station
Four recessed low-voltage L.E.D. light
fixtures illuminate automatically when
the door is opened. Available in white
or black. Optional in chrome.

Design Assistance
Offered in brushed stainless steel, the
handrail is located on the control wall.

Additional handrails can be mounted for
extra passenger safety.

For increased safety and security, an
optional key switch allows the entire
elevator to be deactivated. Key switches
can be custom designed to deactivate
only certain hall stations or to control
access to certain floors. Brushed
stainless steel finish.
www.garaventalift.com Design Hotline: 1.800.663.6556 Toll Free North America ?
Car Size
(1220 X 1372)
48” X 54”
(1067 X 1524)
42” X 60”
(1295 X 1295)
51” X 51”
E1
(1753)
69”*
(1753)
69”*
A1
73”
(1854)
79”
(2007)
E2
69”*
(1753)
69”*
(1753)
A2
81-1/2”
(2070)
87-1/2”
(2223)
78-3/4”
(1975)
72”
(1829)
78-3/4”
(1975)
*66” (1676) hoistway width may be feasible. Consult with your local Garaventa Lift Representatives. 72”
(1829)
E3 A3 E4 A4

ENTRY & EXIT CONFIGURATIONS
Warning about LULA Elevators: Local code authorities
may have a limit on travel, capacity, car sizes and speed.

Contact your local Garaventa Lift representatives before starting your project.

A1 A1

WALL FINISHES
Laminate
E1 STYLE 1R STYLE 1L E1 Designer
White
A2
Dove
Grey
Cloud
Nebula
Kensington
Maple
STYLE 2 E2
New Age
Oak
A3 A4
Empire
Mahogany
Car Wall Trim Colors
E3 STYLE 3 STYLE 4 E4
White Black Stainless
Steel Powder Coat
Custom

HOISTWAY DIMENSIONS
(800) 663-6556 | garaventalift.com
Contact us today:
© Garaventa Lift. As we are continuously improving our products, specifications outlined in this brochure are subject to change without notice. Due to the nature of the printing process, colors shown in the brochure may not be an accurate representation of the actual product.
37157-P-PB-EN Authorized Garaventa Lift Representative
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TYPICAL DETAILS

ELEVATOR SPEC'S
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1" = 1'-0" 3 8-11 ELEVATOR SPECS PG3 6" = 1'-0" 4 8-12 ELEVATOR SPECS PG4 No. Description Date

Page 124 of 159 ends

90 DEGREE PARKING SPACES
02-84002. Scale: 1/8" = 1'-0"
7 18'-0"
9'-0"

1. FOR SURFACE AREA TREATMENT AT CURB. SEE SITE PLAN.

W/WHITE PAINT, TYP
3" WIDE PARKING
STRIPS

SEE SITE PLAN
CURB

AT-GRADE
NOTE:

STANDARD PARKING SPACE
STALL2
DP PARKING DETAIL 22
NOTE:
3'-0"
18'-0"
9'-0"
VAN
9'-0"

EQUAL EQUAL
1'-0"
2'-6"
8'-0"
4'-0"
13 ---
26 ---
11 ---

IN PARKING SPACE
2% MAX. DIRECTION IN PARKING SPACES
PROVIDE VAN PARKING IN 1:8 RATIO OF

DISABLED PERSON PARKING SPACES SLOPE ALL
3" WIDE BLUE

PARKING STRIPE

ACCESS SYMBOL

AS PER DETAIL
CONC. CURB WHERE OCURES

ACCESS SIGN POST

TYPICAL
CONC. BUMPER OFFSET

REFER TO SITE PLAN

FOR CONTINUATION
SCALE: 1/8" = 1'-0"
0'-0" CURB & SIDEWALK
@ NORTH PARKING LOT
1/2" X 45 DEG. BEVELED EDGE
ACCESSIBLE 90 DEGREE PARKING
02-84005.dwg SCALE: 1/8"= 1'-0"
8 3'-0"
18'-0"
5'-0"
8'-0"
9'-0" 9'-0"
EQUAL EQUAL 4'-0"
1'-0"
2'-0"
4'-0"

IN PARKING SPACE

FOR VAN

RECTION IN PARKING SPACES
PROVIDE VAN PARKING IN 1:8 RATIO OF DISABLED
PERSON PARKING SPACES 2% MAX SLOPE ALL DINOTE: VAN
AREA TYP.
3" WIDE BLUE

PARKING STRIPE

ACCESS SYMBOL

AS PER DETAIL
2% MAX.

SLOPE IN

PARKING
CONC. BUILT-UP RAMP

ACCESS SIGN POST

TYPICAL
CONC. BUMPER OFFSET
PER

CONCRETE WALK
25 ---
10 ---
9 ---
5 ---
ACCESSIBLE 90 DEGREE PARKING
02-84007.dwg SCALE: 1/8"=1'-0"
3 3'-0"
8'-0"
CL
9'-0"
18'-0"
9'-0" 5'-0"
3'-
0"
EQUAL
1'-0"
2'-0"
EQUAL
PROVIDE VAN PARKING IN 1:8 RATIO OF DISABLED
PERSON PARKING SPACES 2% MAX SLOPE ALL

DIRECTIONS IN PARKING SPACES
VAN
NOTE:

FOR VAN
3" WIDE BLUE

PARKING STRIPE

ACCESS SYMBOL

AS PER DETAIL
MIN.

AREA TYP.

ACCESS SIGN
POST
CONC. BUMPER OFFSET

IN PARKING SPACE
2% MAX.

SLOPE IN

PARKING

TYPICAL
26 ---
13 ---
11 ---
CONCRETE WHEEL STOP 11
02-84009.dwg SCALE: 1"=1'-0"
7 1/2"
2-1/4" 3" 2 1/4"
1/4" 1/4"
6"
5'-0"
3-3/4"
5 1/2"
3 1/4"

SECTION
PLAN

PRE-CAST

CONCRETE
1" DIA HOLE TYP
#5 REBAR
18"LONG TYP
2-#4 X 4"
REBAR
TYP

PER STOP
CL
TYP
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TYPICAL DETAILS

PARKING
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0"
1 7-1 90 DEGREE PARKING SPACES
1/8" = 1'-0"
2 7-5 90 DEGREE DP PARKING DETAIL
1/8" = 1'-0"
3 7-2 90 DEGREE ACCESSIBLE PARKING
1/8" = 1'-0"
4 7-3 90 DEGREE ACCESSIBLE PARKING
SPACES
1" = 1'-0"
5 7-4 CONCRETE WHEEL STOP
No. Description Date

Page 125 of 159 ends

8' - 0"
3' - 5"
6' - 6"
16' - 9"

RECYCLE
3 CUBIC
YARD
TRASH
3 CUBIC
YARD

ORGANIC
95 GAL
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TYPICAL DETAILS

EDCO ENCLOSURES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date
1/8" = 1'-0"
1 Level 1 ENCLOSURES FOR TRASH,

RECYCLING & ORGANIC

Page 126 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:16:05 PM
A-401

WINDOW & DOOR

SCHEDULE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

DOOR SCHEDULE PER LEVEL
Level Mark Height Width Family and Type
T.O.S. L1 - BUILDING AREA PLAN 13 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 14 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 15 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 16 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 17 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 18 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 20 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 21 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 30 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L1 - BUILDING AREA PLAN 35 6' - 8" 3' - 0" Single-Flush: 36" x 80" T.O.S. L1 - BUILDING AREA PLAN 40 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 43 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 44 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 46 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 50 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 55 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 58 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 59 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 61 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 65 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 68 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 69 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 70 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 79 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 80 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 81 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L1 - BUILDING AREA PLAN 82 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 84 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 85 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 86 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L1 - BUILDING AREA PLAN 87 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L2 - BUILDING AREA PLAN 88 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 94 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 95 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 99 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 102 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 103 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 107 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L2 - BUILDING AREA PLAN 109 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L2 - BUILDING AREA PLAN 113 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L2 - BUILDING AREA PLAN 115 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. Level 0 9 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L1 - BUILDING AREA PLAN 24 6' - 8" 3' - 0" Single-Flush: 36" x 80" T.O.S. L1 - BUILDING AREA PLAN 25 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 26 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 27 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L1 - BUILDING AREA PLAN 28 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 29 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 31 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 32 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 33 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L1 - BUILDING AREA PLAN 34 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 39 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 45 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 47 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L2 - BUILDING AREA PLAN 51 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 52 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 53 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L2 - BUILDING AREA PLAN 56 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 57 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 62 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 63 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 64 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 66 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 176 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 177 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 179 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 180 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 181 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 182 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 183 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 184 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 185 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 186 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. L3 - BUILDING AREA PLAN 188 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm

DOOR SCHEDULE
Family and Type Type Height Width Count Description
Single-Flush: 30" x 80" 30" x 80" 6' - 8" 2' - 6" 31
Single-Flush: 36" x 80" 36" x 80" 6' - 8" 3' - 0" 3
Single-Flush: 34" x 80" 34" x 80" 6' - 8" 2' - 10" 23
Door-Double-Flush_Panel: 68" x 80" 68" x 80" 6' - 8" 4' - 0" 5 Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" 36" x 80" 6' - 8" 3' - 0" 10 Door-Exterior-Double-Two_Lite: 72" x 84" 72" x 84" 7' - 0" 6' - 0" 1 M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm 1500 x 2000mm 6' - 6 3/4" 4' - 11 1/16"
28 Door-Interior-Single-1_Panel-Wood: 24" x 80" 24" x 80" 6' - 8" 2' - 0" 4 Dumpster_enclosure_door_2504 (3): Pr 4068 Door 6FT Pr 4068 Door 6FT 5' - 0" 6' - 0" 1 Door-Rolling-Grille_300_BetweenJambMount_k: Motor Operated, Aluminium (Mill Finish), 9" Vertical Spacing 18FT
Motor Operated, Aluminium (Mill
Finish), 9" Vertical Spacing 18FT
10' - 0" 18' - 0" 1 Built to order, open curtain
grilles provide security, visual
access of separated areas.

Door-Double-Sliding: 72" x 80" 72" x 80" 6' - 8" 6' - 0" 15 Grand total: 122

DOOR NOTES
1 Glazing in swinging, sliding, and bifold doors 9 square feet or less shall be a minimum category classification of I (CPSC 16 CFR 1201) AND II (CPSC 16 CFR 1201) when more than 9 square feet or sliding. [Table R308.3.1(1). R308.3.1] 2 Glazing in door and enclosures for hot tubs. whirlpools, saunas, steam rooms, bathrooms, showers less than 5' above the standing surface shall have a minimum category classification of II (CPSC 16 CFR 1201). [CRC TABLE R308.3.1 (1) & 308.4.5] No. Description Date

DOOR SCHEDULE PER LEVEL
Level Mark Height Width Family and Type
T.O.S. L3 - BUILDING AREA PLAN 189 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 190 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 191 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 192 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 193 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 194 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 195 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 197 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L3 - BUILDING AREA PLAN 198 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L3 - BUILDING AREA PLAN 199 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 200 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 203 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 204 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. L3 - BUILDING AREA PLAN 206 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 207 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 208 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 210 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 211 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 212 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 213 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 214 6' - 8" 3' - 0" Single-Flush: 36" x 80" T.O.S. L3 - BUILDING AREA PLAN 215 6' - 8" 6' - 0" Door-Double-Sliding: 72" x 80" T.O.S. Level 0 216 7' - 0" 6' - 0" Door-Exterior-Double-Two_Lite: 72" x 84" T.O.S. L3 - BUILDING AREA PLAN 225 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 226 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 227 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 228 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L2 - BUILDING AREA PLAN 230 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 231 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 232 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L3 - BUILDING AREA PLAN 233 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L3 - BUILDING AREA PLAN 234 6' - 8" 2' - 10" Single-Flush: 34" x 80" T.O.S. L3 - BUILDING AREA PLAN 235 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. L1 - BUILDING AREA PLAN 237 6' - 6 3/4" 4' - 11 1/16" M_Door-Interior-Double-Sliding-2_Panel-Wood: 1500 x 2000mm T.O.S. Level 0 240 5' - 0" 6' - 0" Dumpster_enclosure_door_2504 (3): Pr 4068 Door 6FT T.O.S. Level 0 242 10' - 0" 18' - 0" Door-Rolling-Grille_300_BetweenJambMount_k: Motor Operated, Aluminium (Mill Finish), 9" Vertical Spacing 18FT
T.O.S. L4 - ROOF AREA PLAN 243 6' - 8" 4' - 0" Door-Double-Flush_Panel: 68" x 80" T.O.S. Level 0 244 6' - 8" 4' - 0" Door-Double-Flush_Panel: 68" x 80" T.O.S. L1 - BUILDING AREA PLAN 245 6' - 8" 4' - 0" Door-Double-Flush_Panel: 68" x 80" T.O.S. L2 - BUILDING AREA PLAN 246 6' - 8" 4' - 0" Door-Double-Flush_Panel: 68" x 80" T.O.S. L3 - BUILDING AREA PLAN 247 6' - 8" 4' - 0" Door-Double-Flush_Panel: 68" x 80" T.O.S. Level 0 256 6' - 8" 2' - 6" Single-Flush: 30" x 80" T.O.S. L2 - BUILDING AREA PLAN 257 6' - 8" 2' - 0" Door-Interior-Single-1_Panel-Wood: 24" x 80" T.O.S. L3 - BUILDING AREA PLAN 258 6' - 8" 2' - 0" Door-Interior-Single-1_Panel-Wood: 24" x 80" T.O.S. L3 - BUILDING AREA PLAN 259 6' - 8" 3' - 0" Door-Passage-Single-Flush-Dbl_Acting: 36" x 80" T.O.S. Level 0 260 6' - 8" 2' - 0" Door-Interior-Single-1_Panel-Wood: 24" x 80" T.O.S. Level 0 261 6' - 8" 2' - 0" Door-Interior-Single-1_Panel-Wood: 24" x 80"

Page 127 of 159 ends

T.O.S. Level 0
29' - 8"
T.O.S. L1 -

BUILDING AREA
PLAN
39' - 0"
G
2 A-202
-
--- 22 21 20 91
T.O.S. L3 -

BUILDING AREA
PLAN
59' - 0"
2 A-202
19 email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

WINDOW & DOOR

SCHEDULE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

WINDOW SCHEDULE PER LEVEL
Level Mark Height Width Type Comments Comments
T.O.S. L1 - BUILDING AREA PLAN2 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN3 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN4 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN6 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN7 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN8 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 16 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 17 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 18 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 23 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 24 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 26 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 27 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 28 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 29 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 30 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 31 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 32 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 34 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 36 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 38 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 39 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 77 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 78 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 79 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 81 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 83 4' - 0" 5' - 0"
T.O.S. L1 - BUILDING AREA PLAN 84 1' - 5" 2' - 6"
T.O.S. L1 - BUILDING AREA PLAN 85 1' - 5" 2' - 6"
T.O.S. L2 - BUILDING AREA PLAN 86 1' - 5" 2' - 6"
T.O.S. L1 - BUILDING AREA PLAN 88 1' - 5" 2' - 6"
T.O.S. L2 - BUILDING AREA PLAN 89 1' - 5" 2' - 6"
T.O.S. L2 - BUILDING AREA PLAN 91 1' - 5" 2' - 6"
T.O.S. L1 - BUILDING AREA PLAN 93 1' - 5" 2' - 6"
T.O.S. L2 - BUILDING AREA PLAN 94 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 95 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 99 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 100 1' - 5" 2' - 6"
T.O.S. L3 - BUILDING AREA PLAN 152 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 153 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 154 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 155 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 156 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 157 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 158 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 159 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 160 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 161 4' - 0" 5' - 0"

WINDOW SCHEDULE
Type Mark Family and Type Height Width Count Description 4 Fixed: 16" x 24" 2' - 0" 1' - 4" 5 21 Window-Awning-Double-Horizontal: 48" x 17" 1' - 5" 2' - 6" 12 25 Window-Sliding-Double: 60" x 48" 4' - 0" 5' - 0" 46
Grand total: 63
WINDOW NOTES 1 The load resistance of glass under uniform load shall be determined in accordance with ASTM E 1300. 2 Each pane of safety glazing installed in hazardous locations shall be identified (acid etched, sand blasted, ceramic fired, etc) by a manufacturer's designation, the manufacturer or installer and the safety glazing standard which it complies Multi-pane assemblies shall be identified per CRC R308.1. [CRC R308.1]
3 Speicfy a minimum 0.019" (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. [CRC R703.6.2.1] 4 Glazing within 24" arc of either vertical edge of hte door and less than 5' from the walking surface shall be safety glazed (CRC R308.4.2] 5 Glazing over 9 square feet in area with bottom edge less than 18" above the floor and exposed top edge greater than 35" above the floor shall be safety glazed [CRC R308.4.3]
6 Glazing adjacent to stairway, landing and ramps where the bottom exposed edge of the glazing is less than 3' above the plan of the adjacent walking surface shall be safety glazing [CRC R38.4.6]
7 Glazing adjacent to bottom landing of a stairway within 5' horizontally and 3' vertically shall be safety galzing [CRC 308.4.7] 1/8" = 1'-0"
1 South Elevation CALLOUTS - Callout 1
1/8" = 1'-0"
2 South Elevation CALLOUTS - Callout 2
No. Description Date

WINDOW SCHEDULE PER LEVEL
Level Mark Height Width Type Comments Comments
T.O.S. L3 - BUILDING AREA PLAN 163 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 165 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 166 1' - 5" 2' - 6"
T.O.S. L3 - BUILDING AREA PLAN 167 1' - 5" 2' - 6"
T.O.S. L3 - BUILDING AREA PLAN 168 1' - 5" 2' - 6"
T.O.S. L3 - BUILDING AREA PLAN 172 4' - 0" 5' - 0"
T.O.S. L3 - BUILDING AREA PLAN 173 1' - 5" 2' - 6"
T.O.S. L2 - BUILDING AREA PLAN 174 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 177 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 178 4' - 0" 5' - 0"
T.O.S. L2 - BUILDING AREA PLAN 180 2' - 0" 1' - 4"
T.O.S. L3 - BUILDING AREA PLAN 181 2' - 0" 1' - 4"
T.O.S. L3 - BUILDING AREA PLAN 182 2' - 0" 1' - 4"
T.O.S. Level 0 183 2' - 0" 1' - 4"
T.O.S. Level 0 184 2' - 0" 1' - 4"

Page 128 of 159 ends

1. Refer to Doors and Windows Elevation drawings for size and dimensions references

2. Verify site condition.

NOTE:

REQUIREMENTS:

1. Provide tempered glazing for all windows and doors that have glass.

2. Provide 32" wide doors to all interior accessible rooms

VERY HIGH FIRE HAZARD
SEVERITY ZONE:
a. Exterior windows, windows wall, glaze doors, and glazed openings within exterior doors shall be insulating-glass units with a minimum of one tempered pane, or glass block units, or have a fire-resistance rating of not less than 20 minutes, when tested according to ASTM E 2010, or conform to the performance requirements of SFM 12-7A-2 (704A.3.2.2)
b. Exterior door assemblies shall conform to the preformance requirements of standard SF 12-7A-1 or shall be approved noncombustible construction, or solid core wood having stiles and rails not less than 1 3/8 inches thick with interior field panel thickness no less than 1 1/4 inches thick, or shall have a fire-resistance rating of not less than 20 minutes when tested according to ASTM E 2074.
(Exception: Noncombustible or exterior fire-retardant treated wood vehicle access doors)
(704A.3.2.3)
GLAZING NOTES:

1. Glazing in the following locations shall be safety glazing conforming to the human impact loads of Section R308.3 (See Exceptions) (R308.4) a. Fixed and operable panels of swinging, slicing and bifold door assemblies. b. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. c. Glazing in an individual fixed or operable panel that meets all of the following conditions:
1) Exposed area of an individual pane greater than 9 square feet. 2) Bottom edge less than 18 inches above the floor.
3) top edge greater than 36 inches above the floor.
4) One or more walking surfaces within 36 inches horizontally of the glazing. d. Glazing in raitings.
e. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. f. Glazing in walls and fences adjacent to indoor outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches above a walking surface and within 60 inches, measured horizontally and in a straight line, of the water's edge.
g. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the surface of the glazing is less than 60 inches above the plane of the adjacent walking surface.
h. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stariway in any direction when the exposed surface of the glazing is less than 60 inches above the nose of the tread.
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

WINDOW & DOOR

SCHEDULE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0"
1 DOOR AND WINDOW - Notes and Reqts
1/8" = 1'-0"
2 DOOR AND WINDOW - 1-1
1/8" = 1'-0"
3 DOOR AND WINDOW - 1-2
1/8" = 1'-0"
4 DOOR AND WINDOW - 1-3
1/8" = 1'-0"
5 DOOR AND WINDOW - 2-1
1/8" = 1'-0"
6 DOOR AND WINDOW - 2-2
1/8" = 1'-0"
9 DOOR AND WINDOW - 4-2
1/8" = 1'-0"
7 DOOR AND WINDOW - 4-4
1/8" = 1'-0"
8 DOOR AND WINDOW - 4-3
1/8" = 1'-0" 10 DOOR AND WINDOW - 4-1
No. Description Date

Page 129 of 159 ends

1. Refer to Doors and Windows Elevation drawings for size and dimensions references

2. Verify site condition.

NOTE:

REQUIREMENTS:

1. Provide tempered glazing for all windows and doors that have glass.

2. Provide 32" wide doors to all interior accessible rooms

T.O.S. L1 -

BUILDING AREA
PLAN
39' - 0"
GF2
A-202
-
20 21 22 ---
T.O.S. Level 0
29' - 8"
T.O.S. L1 -

BUILDING AREA
PLAN
39' - 0"
76452
Avg. Grade
29' - 0 19/32"
T.O.S. L2 -

BUILDING AREA
PLAN
49' - 0"
T.O.S. L3 -

BUILDING AREA
PLAN
59' - 0"
T.O.S. L4 - ROOF

AREA PLAN
69' - 0"
8 T.O.Rail - L5
73' - 0"
L 6 - ELEVATOR

ROOF AREA
81' - 0"
1 A-203
A-404 2
A-404 3
A-404 6
PL4
T.O.ELEV. ROOFL6
84' - 0"
T.O.S. Level 0
29' - 8"
T.O.S. L1 -

BUILDING AREA
PLAN
39' - 0"
5 Avg. Grade
29' - 0 19/32"
8 1
A-203
T.O.S. L3 -

BUILDING AREA
PLAN
59' - 0"
T.O.S. L1 -

BUILDING AREA
PLAN
39' - 0"
6 email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

WINDOW & DOOR

SCHEDULE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
1/8" = 1'-0"
1 DOOR AND WINDOW - Notes and Reqts 1
1/8" = 1'-0"
4 North Elevation CALLOUTS - Callout 1
1/8" = 1'-0"
5 West Elevation FOR CALLOUTS
1/8" = 1'-0"
2 East Elevation FOR CALLOUTS - Callout 1
1/8" = 1'-0"
3 East Elevation FOR CALLOUTS - Callout 2
1/8" = 1'-0"
6 East Elevation FOR CALLOUTS - Callout 3
No. Description Date

Page 130 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:17:41 PM
GN-100

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

NPDES NOTES

NAIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES 1 IN THE CASE OF EMERGENCY, CALL DAGHER DEVELOPMENT AT WORK PHONE# (858) 945-7402 OR HOME PHONE# (201) 500-5004.
2 SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED

ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3 STOCKPILES OF SOlL SHALL BE PROPERLY CONTAINED TO MINIMIZE

SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR
ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND. 4 APPROPRIATE BMP's FOR CONSTRUCTION-RELATED MATERIALS, WASTES,

SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO

STREETS, DRAINAGE FACILITES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.
5 RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT

CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND
OTHER POLLUTANTS.
6 ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE

TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD

HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
7 AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION

DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
8 CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN

ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN

NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE: OR CONTAIN A

HAZARDOUS
SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302.
9 POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES. PESTICIDES. HERBICIDES, WOOD PRESERVATIVES AND
SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OIL, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS;

FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY

ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING.

DURING CONSTRUCTION, PERMITTEEE SHALL DISPOSE OF SUCH MATERIALS

IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY

SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE

DISPOSAL IN ACCORDANCE WTH LOCAL, STATE AND FEDERAL
REQUIREMENTS.
10 DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF

NON-CONTAMINATED GROUND WATER REQUIRES A NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
11 GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY.

DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. 12 THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL

TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
13 THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL

WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WTH THE APPROVED PLANS.
14 THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS,

SUBCONTRACTOR, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS:

THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTERM OR THE WATERSHED IS PROHIBITED.
15 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY

MATERIALS

SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS

TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEICES WHEN RAIN IS IMMINENT.
16 ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17 SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE

RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND

SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND

STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINTED TO MINIMIZE

SEDIMENT TRANSPORT

FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
18 APPROPRIATE BMPS FOR CONSTTRUCTION-RELATED MATERIALS, WASTES,

SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO

MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.

GREEN CODE NOTES
1 Plumbing Fixtures and Fittings will be water conserving and will comply with the 2013
CGBSC Sec. 4.303.1.
2 Per 2013 CGBSC Sec 4.303.2, plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall be installed in accordance with the California Plumbing Code (CPC) and Table 1401 1 of the C PC.
3 Automatic irrigation system controllers for landscaping provided by the builder and installed all the time of final inspection shall comply with the following:
1- Controllers shall be weather or soil moisture—based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change.
4 Weather based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor.
5 Per 2013 Green Code Sec 4.503.1. Any installed gas fireplace shall be a direct vent sealed combustion type. Any installed woocistove or pellet stove shall comply with U.S. EPA Phase
II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 6 Per 2013 Green Code Sec 4.506.1. Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following:

Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.

Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidistat which shall be readily accessible. Humidistat controls shall be capable of adjustment between a relative humidity range of 50 to 80 percent. 7 Per 2010 Green Code Sec4.507.2, The method was used to size.

Design and select Heating and Air Conditioning equipment Engery Model.

NOTE: A signed affidavit from installer stating method used for the selection of Heating and Air Conditioning equipment and that such equipment was installed in accordance to that method. Is required; this affidavit shall be presented to the Building Inspector BEFORE Final Inspection."
NOTE TO PRS to add Tier 3.
8 A plumbing fixture certification must be completed and signed by either a licensed general contractor, or a plumbing subcontractor, or the building owner certifying the flow rate of the fixtures installed. A copy of the certification can be obtained from the development services department.
9 Joints and openings, Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. (Section4 406.1)
10 Before final inspection, a complete operation and maintenance manual shall be provided to the building occupant or owner.

Contractor or owner shall submit an affidavit that confirms the delivery of such. (Section 4.410.1)
1) Direction to the building owner or occupant that the manual shall remain with the building for throughout the life cycle of the structure. 2) Operation and maintenance instructions for the followings:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems, water-heating systems and other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters d. landscape irrigation systems.
e. Water re-use systems.
3) Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations
4) Public transportation and/or carpool options available in the area. 5) Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain such humidity levels.
6) Information about water-conservation landscape and irrigation design and controllers which conserve water.
7) Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from foundation. 8) Information on required routine maintenance measures, including, but not limited to caulking, painting grading around the building etc. 9) Information about state solar energy and incentive programs available.
10) A copy of all special inspection verifications required by the enforcing agency or this code.
11 A copy of a complete operation and maintenance manual as outlined in the notes above will be delivered to the building owner prior to final inspection.

FIRE NOTES
1 BUILDING UNDERGOING CONSTRUCTION, ALTERATION OR

DEMOLITION SHALL BE IN ACCORDANCE WITH CFC
ARTICLE 87. [CFC 8701]
2 ADDRESS SHALL BE PROVIDED FOR ALL NEW AND

EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY

VISIBLE AND LEGIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. [CFC 901.4.4]
3 DECORATIVE MATERIALS SHALL BE MAINTAINED IN A
FLAME-RETARDANT CONDITION. [CODE REGS, TIT. 19,

3.08, 3.21, CFC 2501.5]
4 COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM

SYSTEMS FIRE EXTINGUISHING SYSTEMS, INCLUDING
AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES;

HALON SYSTEMS AND OTHER SPECIAL TYPES OF
AUTOMATIC FIRE-EXTINGUISHER SYSTEMS; BASEMENT
PIPE INLETS; AND OTHER FIRE-PROTECTION SYSTEMS

AND APPURTENANCES

THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY
FOR EV /IEW AND APPROVAL PRIOR TO INSTALLATION.
[CFC 1001.3]
5 AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM
RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75 FEET
MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 SQUARE
FEET OR PORTION THEREOF ON EACH FL0OR. [CFC 1002,
UFC STANDARD 10-1, CAL. CODE REGS., TIT.
19, 3.291]
6 INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN
ACCORDANCE WITH CFC 1007
7 FIRE-EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH CBC 904 AND COMPLY WITH UBC
STANDARDS 9-1 AND 9-2
8 NATURAL GAS THE MAIN GAS SHUT-OFF TO THE BUILDING

SHALL BE LABELED WITH EITHER THE BUSINESS NAME OR
THE BUSINESS ADDRESS. PROTECTIVE STEEL POSTS

FILLED WITH CONCRETE SHALL BE PLACED AROUND ALL
METERS SUBJECT TO VEHICULAR TRAFFIC. [UFC SECTION

11.403]
9 BUILDINGIS REQUIRED TO BE SPRINKLERED (POST

INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS,

AND ALARM BELL ARE TO BE LOCATED ON THE ADDRESS
SIDE OF THE STRUCTURE.)
10 ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE
PLAN CHECK BEFORE THE BUILDING IS OCCUPIED.
11 PLANS FOR SPRINKLER SYSTEM MUST BE SUBMITTED TO,

AND APPROVED BY, FIRE PLAN CHECK BEFORE THIS

EQUIPMENT IS INSTALLED
12 FIRE-PROTECTION, INCLUDING FIRE APPARATUS ACCESS

ROADS AND WATER SUPPLIES FOR FIRE PROTECTION,

SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO
AND DURING TIME OF CONSTRUCTION. [CFC 901.3, 8704.2,
8704.3]
13 FIRE HYDRANTS SHALL COMPLY WITH FIRE AND LIFE
SAFETY FPB POLICY F-96-01 FOR ON-SITE FIRE
HYDRANTS.
14 FIRE HYDRANTS LOCATIONS SHALL BE IDENTIFIED BY THE
INSTALLATION OF REFLECTIVE MARKERS. [CFC 901.4.3]
15 ALL VALVES CONTROLLING THE WATER SUPPLY FOR

AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW

SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE

ELECTRICALLY MONITORED WHERE THE NUMBER OF
SPRINKLERS IS 100 OR MORE. [CBC 904.3.1. CFC 1003.3.1]
16 AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL

BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN
APPROVED LOCATION. AN APPROVED AUDIBLE

SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS

SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING
IN A NORMALLY OCCUPIED LOCATION.

Federal Aviation Administration...
1 FAA Self Certification option:

The City will not require notification to the FAA if a professional, licensed by the state of California to prepare construction documents, provides the following certification on their plans, along with their signature and registration stamp:

I Tarek Dagher do hereby certify that the structure(s) or modification to existing structure(s) shown on these plans do not require Federal Aviation Administration notification because per Section 77.15 (a) of Title 14 of the Code of Federal Regulations CFR Part 77, notification is not required.
2 In addition to the self-certification note on the plans signed by the licensed professional, the applicant will be required to sign and submit a No FAA Notification Self Certification Agreement (Form 05-503) prior to permit issuance (available on the City of San Diego web site) [Note: To use the No FAA Notification Self-Certification Agreement, provide information on the plans necessary to justify to the reviewer that the project is "shielded" by existing construction]. 3 A pre-construction inspection is required due to the height of the proposed structure in relation to the FAA Part 77 Notification Surface requirements. The pre-construction inspection must be scheduled and cleared by the field inspector before any subsequent inspections can be scheduled. Call (858) 581-7111 to schedule the pre-construction inspection. Contact the Inspection services office at (858) 492-5070, if you have any questions pertaining to the pre-construction inspection.

No. Description Date

GREEN CODE NOTES
12 An owner manual certificate should be completed and signed by either a licensed General Contractor or a home owner certifying that a copy of the manual has been delivered/received to the building owner. A copy of the certification form can be obtained from the development services department.
13 Duct openings and other related air distribution component openings shall be covered during construction. (Section 4.504.1)" 14 Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits. (Section 4.504.2.1)
15 Paints, stains and other coatings shall be compliant with VOC limits set in section (Section 4.504.2.2 and Table 4.504.3 of CalGreen. 16 Aerosol paints and coatings shall be compliant with product weighted MIR limits for VOC and other toxic compounds as specified in Section 4.504 2.3 of the California Green Building Code. 17 A certification completed and signed by either the general contractor or subcontractor, or the building owner certifying that the paint, stain, and adhesives, complies with the requirements of the California Green Building Code. A copy of the form can be obtained from the development services department.
18 Carpel and carpet systems shall be compliant with VOC limits. (Section 4.504.3) A letter from the contractor subcontractor and or the building owner certifying what material used complies with the California Green Building Code.
19 Eighty percent of the floor area receiving resilient flooring shall comply with one or more of the following:

1. VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) High
Performance Products Database.

2. Products compliant with CHPS criteria certified under the Green guard Children & School program.

3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.

4. Meet the California Department of public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from indoor Sources Using Environmental Chambers, "Version 1,1, February 2010 (also known as Specification 01350) 20 Hardwood plywood, particle board, medium density fiberboard (MDF), composite wood product used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARB's Air Toxic Control Measure for Composite wood as specified in section 4.504.5 and table 4.504.5 of CAIGREEN. 21 A certification completed and signed by the general contractor, subcontractor or building owner certifying that the resilient flooring, composite wood product, plywood, particle board etc comply with the VOC limits and formaldehyde limits specified in the notes above and the California Green Building Code.
22 Building materials with visible signs of water damage shall not be installed. Walls and floors framing shall not be enclosed when framing members exceed 19% moisture content.
23 The moisture content of building materials used in wall and floor framing is checked before enclosure. Moisture content shall be verified by either a probe type or contact type moisture meter. 24 Exhaust fans which terminate outside the building are provided in every bathroom that contains a shower or tub. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidistat which can adjust between 50 to 80 percent.

Page 131 of 159 ends

SYMBOL LEGEND
Room name
150 SF
A101
1 SIM
101
1 Ref
View Name
0 Name
Elevation
1 1
A101
SIM
20R @ 7 1/2"
1t
A101
1 Ref
1 Ref
1 Ref
1 Ref
A101
1 Ref
1Ref
1 Ref
1Ref
1t
?
ROOM

KEYNOTES

CALLOUTS

CENTERLINE

ELEVATION

MARK POINTER

GRID NUMBER /
LETTER

DOOR REFERENCE

ELEVATION

REVISION TAG

WINDOW REFERENCE

STAIR RUN

NORTH ARROW

SECTION HEAD

STAIR TREAD

WALL TAG

ONE WAY SLAB

PROPERTY LINE

ELEVATION NUMBER
& SHEET NUMBER

INTERIOR ELEVATION

REFERENCE

ELEVATION NUMBER
& SHEET NUMBER

SPOT ELEVATION
1i
email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 1/2" = 1'-0"
2/21/2023 9:17:49 PM
GN-101

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

GENERAL NOTES
1 THESE DRAWINGS AND SPECIFICATIONS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY.

CONTRACTORS, SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT

SECTIONS IN BIDDING AND PERFORMING THEIR WORK, AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THE WORK REGARDLESS OF WHERE THE INFORMATION OCCURS IN THE DRAWINGS. 2 ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS; WALLS ON CONCRETE CURBS ARE

DIMENSIONED TO FACE OF CONCRETE CURB, ALL OTHER STUD WALLS ARE DIMENSIONED TO FACE OF STUD, AND STEEL COLUMNS ARE DIMENSIONED TO CENTERLINE. DO NOT SCALE THE DRAWINGS. 3 THE ARCHITECT ASSUMES RESPONSIBILITY ONLY FOR CONSTRUCTION IN ACCORDANCE WITH THE

LATEST EDITION OF DRAWING REVISIONS AND ASSUMES NO RESPONSIBILITY FOR ANY

CONSTRUCTION BASED ON BID SETS OR ANY DRAWINGS WHICH DO NOT REFLECT APPROVAL FROM THE AUTHORITY HAVING JURISDICTION.
4 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ITEMS AND PROCEDURES FROM THE START OF CONSTRUCTION THROUGH OCCUPANCY.
5 THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES WITH APPLICABLE UTILITY COMPANIES.
6 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED ROUGH

OPENINGS, TOLERANCES, AND CLEARANCES NECESSARY TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 7 SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS. SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM, WHICH

MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK.
8 THE GENERAL CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AFFECTING WORK AND

SHALL REVIEW THE CONTRACT DOCUMENTS FOR ANY AREAS OF QUESTION AFFECTING COST,

CONSTRUCTION AND GUARANTEE, AND ANY DRAWING, DIMENSIONAL, DETAIL OR NOTE CONFLICT, DISCREPANCY, ILLEGIBILITY OR OMISSION. ALL AREAS OF QUESTION SHALL BE BROUGHT

TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE COMMENCING ANY WORK AND/OR SUBMITTING ANY BID. COMMENCEMENT OF ANY WORK SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL CONDITIONS AFFECTING WORK.
9 ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE MANUFACTURERS ’ LATEST SPECIFICATION. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE DISCREPANCIES

BETWEEN THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT

AND HIS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK.
10 CONCRETE PAVING AND CONCRETE FINISHES WITH GRADIENTS UNDER 5%

SHALL HAVE A NON- SLIP MEDIUM BROOM FINISH, WITH BROOM STROKES PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL. CONCRETE PAVING WITH GRADIENTS OVER 5% SHALL HAVE A NON-SLIP HEAVY BROOM FINISH. A ROCK SALT FINISH IS NOT ACCEPTABLE. 11 COMPLY WITH 2010 CFC CHAPTER 14 DURING ALL PHASES OF PROJECT. 1/2" = 1'-0"
Legend 1

MECHANICAL NOTES
1 Provide protection from auto impact for furnace and water heater. [CMC 308.1.1] 2 Provide anchorage details for FAU units. [CMC 303.5]
3 Provide combustion air for a water heater and/or an FAU located within 12 inches of top and bottom of the compartment. [CMC 701.11(4&6) & 701.5]
4 Provide a 3-inch clearance on all sides, back and top and 6 inches in front of the furnace and water heater. [CMC 904.2]
5 Enclosures housing an FAU or water heater cannot be located in bedrooms or bathrooms unless the enclosure complies with Section 904.1(1) of CMC. [CMC 904.1] 6 For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. [CMC 904.10 & 304]
7 22x 30 inch clear access to the furnace. Provide a maximum of 20 feet from opening to furnace. [CMC 904]
8 Show how the dryer will be vented to the outside air. [CMC 504.3] 9 The maximum length of a dryer vent is 14 feet with two bends. Two feet shall be decreased for each bend more than two [CMC 504.3.1.2]
10 A dryer compartment shall be provided with a minimum opening of 100 square inches for makeup air in the door or by other approved means. [CMC 504.3.1]
2019 CALIFORNIA BUILDING STANDARDS CODE
2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.R.R. 2019 CALIFORNIA BUILDING CODE (CRC), PART 2, TITLE 24 C.C.R. (2009 INTERNATIONAL BUILDING CODE VOLUMES 1-2
AND 2010 CALIFORNIA AMENDMENTS)
2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2008 NATIONAL ELECTRICAL CODE AND 2010 CALIFORNIA AMENDMENTS) 2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. (2009 UNIFORM MECHANICAL CODE AND 2010 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R (2009 UNIFORM PLUMBING CODE AND 2010 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R
(2009 UNIFORM FIRE CODE AND 2010 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2013 CALIFORNIA ENERGY CODE (CEC) PART 6, TITLE 24 C.C.R 2013 CALIFORNIA GREEN BUILDING STANDARDS (CAL Green) Code (Title 24, Part11)

PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2010 EDITION
NFPA 14 STANDPIPE SYSTEMS 2007 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2002 EDITION NFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2010 EDITION (NOTE SEE UL STANDARD 1971 FOR VISUAL DEVICES")
REFERENCE CODE SECTION FOR NFPA STANDARDS 2013 CBC (SFM) CHAPTER 35) Energy Code)
Standards Code, which is 2010 California
ENERGY CONSERVATION (2008 California...
1 All plans submitted for plan check on or after January 1, 2010 are to be based on the 2008 California Energy Code.
2 All new windows and doors shall have a label indicating the U-factor and SHGU. Comply with energy documentation requirements.
3 High efficacy luminaries for residential lighting shall contain only high efficacy lamps shall not contain a medium screw base socket (E24/E26). A high efficacy lamp has a lamp efficacy that is no lower than efficacies contained in Table 150-C. Ballasts for lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. 4 Al high efficacy luminaries (including recessed can fixtures) shall contain pin-based sockets unless specifically approved by the Energy Commission. (2008 CESC 150(K) 1] 5 Permanently installed luminaries in:
a) Kitchens shall be at least 50% of high efficacy luminaries with separated circuit b) Bathrooms, garage, laundry rooms, and utility rooms shall be high efficacy luminaries, OR controlled by an occupant sensor.
c) Other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaries, OR controlled by a dimmer switch, OR controlled by an occupant sensor d) Outdoor lighting mounted to the building shall be high efficacy OR controlled by a photo control/motion sensor
6 All new HVAC equipment must have an efficiency rating of EER 13. [2008 CESC 112] 7 Piping in unconditioned space, ieading to and from water heater shall be insulated with an installed thermal resistance of at least R-4 for the 5 feet of pipe closest to the water heater or whatever shorter length is in the unconditioned space. [2008 CESC 150(i) 2] 8 All heating systems shall have an automatic thermostat with a clock mechanism which the building occupant can manually program to automatically set back the thermostat set points at least 4 periods within 24 hours. [2008 CESC 150(i)]
9 The air handling duct system shall be constructed, installed, and sealed as provided in Sections 601, 603, 604 & 605 of the California Mechanical Code. [2008 CESC 150(m)] 10 Building cavities, support platforms for air handlers, and plenums constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. [CBC 150 (m)]
11 All supply ducts shall either be in conditioned space or be insulated to a minimum installed level of R-4.2 and meet requirements of 2008 CESC 150(m). All duct systems shall be sealed as confirmed through field verification and diagnostic testing per ACM manual. 12 Kitchens: At least half the installed wattage of luminaries in the kitchen shall be high efficacy and the ones that are not must not be switched separately.
13 Lighting in bathrooms, garages, laundry rooms and utility rooms: all luminaires shall be high efficacy and shall be controlled by a vacancy sensor.
14 Other rooms: All luminaires shall either be high efficacy or shall be controlled by an occupant sensor or dimmer. Closet that are less than 70 SF are exempt from this requirements. 15 Outdoor Lighting: All luminaires mounted to the building or to other buildings on the same lot shall be high efficacy luminaires or must be controlled by motion sensor AND controlled by one of these: Photocontrol or Astronomical time clock or Energy management control system (EMCS)

PLUMBING NOTES
1 Minimum slope of sewer line and drainage piping is 2% [CPC 708] 2 An approved backwater valve is required for drainage piping serving fixtures located below the elevation of the next upstream manhole cover. Fixtures above such elevation shall not discharge through the backwater valve. Clean outs for drains that pass through a back water valve shall be clearly identified with a permanent label stating "backwater valve downstream [CPC 710.1] 3 Bathtub and shower floors and walls above bathtubs with installed shower head and in shower compartments shall be finished with a nonabsorbent surface. Such wall surface shall extend to a height of not less than 6' above the floor. [CRC R307.2] 4 All hose bibs must be protected by an anti siphon device. [CPC 603] 5 Provide a minimum of 18 inches high platform for water heater and FAU or other gas appliance located in the garage. [CMC 308.1]
6 Provide water heater anchor straps within the upper and lower 1/3. [CPC 507.2] 7 Bathtubs and whirlpool baths shall be provided with a trap door or access within 20 feet of the pump. [CPC 409.6]

ELECTRICAL NOTES
1 Specify that Ground Circuit Interrupter (GFI) outlets shall be provided in bathrooms, garages, basements, crawl spaces, outside, sinks and at all kitchen counters and islands. [CEC 210.8(A)] 2 Provide receptacles within 2 feet of kitchen sink and at 4 feet on-center at counters (12 ” or more in width) and islands. [CEC 210.52(C)]
3 Provide at least one outlet for island or peninsular counter space. [CEC 210.52(C) 2&3] 4 A minimum 100 amp service panel is required for all one-family dwellings. [CEC 230.79(C)] 5 Receptacle outlets so that no point along the wall is further than 6 feet from an outlet. [CEC 210.52(A)]
6 All power and lighting outlets in family rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, hallways and similar areas are to be protected by a "listed AFCI breaker.

Kitchens, bathrooms, and basements are exempt from this requirement. [CEC 210.12(A)] 7 Bathrooms and powder rooms are required to have at least one GFI receptacle outlet within 36 inches of each lavatory. [CEC 210.52(D)]
8 At least one outlet to be installed at the front and rear of each dwelling unit. [CEC 210.52(E)(1)] 9 An accessible receptacle outlet is required on balconies, decks, or porches of dwelling units above grade level. [CEC 210.52(E) 3]
10 Hallways longer than 10 feet are required to have at least one receptacle outlet. [CEC 210.52(H)] 11 All 15- and 20- ampere, 125-and 250-volt non-locking receptacles that are installed on the exterior of a dwelling unit and located in damp or wet locations, shall be listed as weather-resistant type. [CEC 406.9(A)&(B)]
12 Family dwelling guidelines:
a) Electronic ballasts if 13 watts or more.
b) Recessed cans in insulated ceilings "IC" type & certified airtight. c) Switch all high-efficacy lights separately from low-efficacy lights. d) All lights shall be high efficacy (15 watts or less provide 40 lumen per watt, 15-40 watts provide 50 lumens per watt, and over 40 watts provide 60 lumens per watt) unless:
i. In kitchens up to 50% of hardwired watts may be low-efficacy. ii. In bathrooms, garages, laundry & utility rooms have a manual switch for ON and a vacancy-sensor for OFF.
iii. All other rooms (halls, stairs, dining, bedrooms) have a manual switch for ON and a vacancy-sensor for OFF OR have electric dimmer switches. iv. Outdoor building lights have a motion sensor ON and photo-cell sensor OFF 13 Electrical panels or other over current devices, other than supplementary overcurrent protection, shall not be located in bathrooms. [CEC 230.70(A) & 240.24E] 14 Any fixed appliance such as disposal, dishwasher, clothes washer, dryer, built-in heaters, or any other fixed appliance with 1/4 H.P. motor or larger, shall be on a separate #12 AWG wire branch circuit. Each dwelling unit shall have installed therein an individual disposal circuit supplied with minimum #12 AWG wire and a 15 AMP indicating-type switch. [CEC 210.23 & 220] 15 There shall be a distribution panel in, and for, each apartment. Feeders for sub panels shall be enclosed in an approved raceway. [CEC 230.71]
16 There shall be no more than six disconnecting means per service grouped in any one location without a main disconnect. [CEC 230.71]
No. Description Date

Page 132 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:17:55 PM
GN-102

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

ABBREVIATIONS
ACOUS
A.T.

ADJ
A.F.F
AGR
ALUM
ANG,
APPROX.

ARCH.

A.D.

ASB
ASPH
@
AHU.

BM
BITUM
BLDG
BLK
BLKG
BD
BTM.

BLDG
BIOHAZ
CAB
C.I.

C.B.

CBC
CLKG.

CLG.

CEM.

CHILL.

CT.

CER
C.T.

CL
CLR
CLO
COL.

CONC.

CONN.

CONSTR.

CONT.

CORR.

CNTR.

CTSK.

C.U.

ACOUSTICAL

ACOUSTICAL TILE

ADJUSTABLE

ABOVE FINISH FLOOR

AGGREGATE

ALUMINUM
ANGLE

APPROXIMATE

ARCHITECTURAL

AREA DRAIN

ASBESTOS

ASPHALT
AT

AIR HANDLING UNIT
BEAM

BITUMINOUS

BUILDING
BLOCK

BLOCKING
BOARD
BOTTOM

BUILDING

BIOHAZARD

CABINET

CAST IRON

CATCH BASIN

CALIFORNIA BUILDING CODE

CAULKING

CEILING
CEMENT

CHILLER
CENTER

CERAMIC

CERAMIC TILE

CENTER LINE
CLEAR
CLOSET
COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

COUNTER

COUNTERSUNK

CLEAN UTILITY
F.D.

FLUOR
FTG.

FDN.

F.S.

FURR.

FUT.

GALV
GA
GL
G.B.

GRG
GR
GND
GYP
GYP.BD.

G/C
HDWR.

HDWD
HGT., HT
H.C.

H.M.

HORZ.

H.B.

HR.

I.D.

INSUL.

INT.

ISOL.

JAN.

JT.

KIT.

LAB
LAM
LAV.

LT.

LKR
MAT
M.H.

MFR.

M.O.

MAX

FLOOR DRAIN

FLUORESCENT

FOOTING

FOUNDATION

FULL SIZE

FURRING
FUTURE

GALVANIZED
GAUGE
GLASS

GRAB BAR

GLASS FIBER REINFORCED GYPSUM
GRADE
GROUND
GYPSUM

GYPSUM WALLBOARD

GENERAL CONTRACTOR

HARDWARE

HARDWOOD
HEIGHT

HOLLOVW CORE

HOLLOW METAL

HORIZONTAL

HOSE BIBB
HOUR

INSIDE DIAMETER

INSULATION

INTERIOR

ISOLATION

JANITOR
JOINT

KITCHEN

LABORATORY

LAMINATE

LAVATORY
LIGHT
LOCKER

MATERIAL

MANHOLE

MANUFACTURER

MASONRY

OPENING MAXIMUM
RAD
R.W.L
REF
REFR.

RGST
REINF
REQ
RES
R.

R.D.

RM.

R.O.

SCHED
SECT.

SHT.

SH.

SHRW.

SIM
S.D.

S.C.

SPEC
SQ.

SST S.S., S.STL
STD.

STA.

STL.

STOR.

STRUCT.

SUSP.

SYM.

SUPV.

S.U.

TEL.

T.V.

TER
THK
T.P.D.

T. &G.

T.O.C.

T.O.P.

T.O.W.

T.B.

TYP.

TOI.

RADIUS

RAIN WATER LEADER

REFERENCE

REFRIGERATOR

REINFORCED

REQUIRED

RESILIENT
RISER

ROOF DRAIN
ROOM

ROUGH OPENING

SCHEDULE

SECTION
SHEET
SHELF
SHOWER

SIMILAR

SOAP DISPENSER

SOLID CORE
SOUTH

SPECIFICATION
SQUARE

STAINLESS STEEL

STANDARD

STATION
STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

SUPERVISOR

SOILED UTILITY

TELEPHONE

TELEVISION

TERRAZZO
THICK

TOILET PAPER DISPENSER

TONGUE AND GROOVE

TOP OF CURB

TOP OF PAVEMENT

TOP OF WALL

TOWEL BAR
TREAD

TYPICAL
TOILET
DEG
DEPT
DET
DF
DIA
DIM
DISP
D.O
DN
DS
DWR
DWG
DR. FTN.

D.S.P.
(E.).

EA.

E.W.C.

ELEC
E.P.

EL
ELEV
EMER
ENCL
EQ.

EQPT
EXST.,EXIST
EXP
E.J.

EXPO
EXT.

E.W.

F.O.C.

F.O.C.D.

F.O.F
F.O.G
F.O.S.

FI
FT.

F.A.

F.E.

F.E.C.

FF&E
F.H.C
FPRF
FLASH
F.B.

FL.

F.L.S.

DEGREE

DEPARTMENT
DETAIL

DOUGLAS FIR

DIAMETER

DIMENSION

DISPENSER

DOOR OPENING
DOWN

DOWNSPOUT
DRAWER

DRAWING

DRINKING FOUNTAIN

DRY STANDPIPE

EXISTING
EACH
EAST

ELECTRIC WATER COOLER

ELECTRICAL

ELECTRICAL PANEL BOARD

ELEVATION

ELEVATOR

EMERGENCY

ENCLOSURE
EQUAL

EQUIPMENT

EXISTING

EXPANSION

EXPANSION JOINT

EXPOSED

EXTERIOR

EACH WAY

FACE OF CONCRETE

FACE OF CABINET DOOR

FACE OF FINISH
FACE OF GYP. BD

FACE OF STUD
FINISH

FEET, FOOT

FIRE ALARM

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FURNITURE AND EQUIPMENT

FIRE HOSE CABINET

FIRE PROOF

FLASHING

FLAT BAR
FLOOR

FIRE AND LIFE SAFETY
MECH.

M.B.

M.C.

MEMB
MTL
MIN.

MIR.

MISC
M.R.

MTD
MUL.
(N)
NOM.

N.I.C
N.T.S
NO.
#
N.S.

NST
OBS
OFF.

O.C
OPNG
OPP
O.D.

O.F.C.I
O.F.O.I.

P.C.

PR.

P.T.D.

PTN
PLAS
P.LAM
PL.

PLYWD
PT
P.T.

PRCST
PTS.

Q.T.

MECHANICAL

MECHANICAL BOLT

MEDICINE CABINET

MEMBRANE
METAL

MINIMUM
MIRROR

MISCELLANEOUS

MOISTURE RESISTANT

MOUNTED

MULLION
NEW

NOMINAL
NORTH

NOT IN CONTRACT

NOT TO SCALE
NUMBER
NUMBER

NURSE STATION

NON STRESS TEST

OBSERVATION
OFFICE

ON CENTER

OPENING

OPPOSITE

OUTSIDE DIAMETER

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED, OWNER

INSTALLED
PANTRY

POLISHED CHROME
PAIR

PAPER TOWEL DISPENSER

PARTITION

PLASTER

PLASTIC LAMINATE
PLATE

PLYWOOD
POINT
POINT

PRECAST

PNEUMATIC TUBE STATION

QUARRY TILE
U/D
UNF
U.N.O
UR
U.C.

US.

VERT
VEST
V.A.V.

V.C.T
V.G.D.F.

V.I.F.

VAT
WSCT
W.C
WP
WRB
WS
WT.

W/
W/O
WD
W/D

UNDERCUT DOOR

UNFINISHED

UNLESS NOTED

OTHERWISE
URINAL

URGENT CARE ULTRASOUND

VERTICAL

VESTIBULE

VARIABLE AIR VOLUME

VINYL COMPOSITE TILE

VERTICAL GRAIN DOUGLAS FIR

VERIFY IN FIELD

VINYL ASBESTOS TILE

WAINSCOT

WATER CLOSET

WATERPROOF

WATER RESISTANT GYPSUM BOARD

WOOD SCREW
WEIGHT
WEST
WITH

WITHOUT

CAST-IN-PLACE CONCRETE

1.01 SCOPE

FURNISH, INSTALL AND FINISH CONCRETE WORK COMPLETE,

INCLUDING, BUT NOT LIMITED TO, GRADING UNDER SLABS,
PLASTIC MEMBRANE, FORM WORK, REINFORCING, ETC., AND
PLACEMENT OF BOLTS, INSERTS AND REQUIRED HARDWARE.

1.02 MATERIALS - REFER TO CONCRETE SECTION OF STRUCTURAL

DRAWINGS

REINFORCING STEEL

1.03 REINFORCING STEEL
A. MINIMUM cONCRETE CLEAR COVERAGE OF REINFORCING

SHALL BE PER STRUCTURAL DRAWINGS AND AS PER CBC
SECTION 1907A.7.

B. ALL BARS AT SPLICES IN cONCRETE SHALL LAP PER
STRUCTURAL DRAWINGs.

1.04 DESIGN MIx REFER TO CONCRETE SECTION OF STRUCTURAL DRAWINGs.USE TYPE V CEMENT FOR ALL CONCRETE.

1.05 WORKMANSHIP
A. CONCRETE SHALL BE WORKED IN ALL FORMS, INTO ALL
CORNERS, AROUND REINFORCEMENT AND EMBEDDED ITEMS.

B. BOLTS, ANCHORS, REINFORCING STEEL, DOWELS, AND ALL

INSERTS SHALL BE ACCURATELY LOCATED AND SECURELY
HELD IN-PLACE UNTIL CONCRETE HAS HARDENED. ALL

HARDWARE SHALL BY IN-PLACE PRIOR CALLING FOR
INSPECTION.

C. CONCRETE FLATWORK SHALL BY TRUE To WITHIN 1/8 INCH
IN 10 FEET IN ALL DIRECTIONS OR SLOPED TO DRAIN AS

INDICATED ON THE DRAWINGS ALLOWING NO PUDDLING TO
OCCUR.

D. VERIFY LOCATIONS OF DEPRESSED SLABS TO RECEIVE
OTHER MATERIALS.

E. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE
WTH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE

SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR
APPROVED METAL CHAIRS.

1.06 FINISHING
A. COMMERCIAL SPACE AND PARKING GARAGE SLAB STEEL
TROWEL FINISH: SLOPE TO DRAIN AS INDICATED ON
DRAWINGS.

B. EXTERIOR FLATWORK: BROOM FINISH UNLESS OTHERWISE
NOTED ON LANDSCAPE OR CIVIL DRAWINGS.

C. STEM WALLS SHALL BE SACKED TO CREATE A SMOOTH
FINISH AND FREE OF VOIDS.

CONCRETE UNIT MASONRY
REFER To THE STRUCTURAL ENGINEERS DRAWINGS FOR

ADDITIONAL
INFORMATION.

1.01 SCOPE

PROVIDE ALL NECESSARY LABOR, MATERIALS, TOOLS AND

EQUIPMENT FOR COMPLETE INSTALLATION OF CONCRETE
UNIT MASONRY (INCLUDING: INSTALLATION OF ALL ANCHOR
BOLTS AND INSERTS. BUILD-IN ALL DOOR AND WINDOW
FRAMES, CONDUITS, ETC. PROVIDED BY OTHERS) AS
INDICATEON THE DRAWINGS.

1.02 MATERIALS

REFER TO THE CONCRETE UNIT MASONRY SECTION OF THE
STRUCTURAL ENGINEER'S DRAWINGS.

1.04 INSTALLATION
A. ALL MASONRY SHALL BE LAID TRUE, LEVEL, PLUMB, AND

NEATLY IN ACCORDANCE WITH THE DRAWNGS AND THE
BEST OF STANDARD PRACTICE.

B. EXTREME CARE SHALL BE TAKEN TO PREVENT VISIBLE
GROUT OR MORTAR STAINS. ALL STAINS SHALL BE CLEANED
THROUGHLY AND IMMEDIATELY.

C. AT THE CONCLUSION OF THE MASONRY WORK, THE

MASONRY CONTRACTOR SHALL CLEAN ALL MASONRY,

REMOVE EQUIPMENT USED IN THE WORK, AND REMOVE ALL
DEBRIS, REFUSE, AND SURPLUS MASONRY MATERIAL.

D. UNLESS OTHERWISE NOTED, HORIZONTAL AND
VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK, PLUS OR
MINUS 1/8".

EARTHWORK

1.01 SCOPE OF WORK
PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT, To

EXECUTE EXCAVATING, FINISH GRADING AND BACKFILLING
SHOWN ON THE DRAMNGS OR SPECIFIED HEREIN.

1.02 SITE GRADE-DRAINAGE PLAN

REFER TO THE CIVIL ENGINEER'S PLANS FOR INFORMATION
REGARDING EXISTING AND FINISH GRADES..OWNER WILL BE

RESPONSIBLE FOR ALL EARTH WORK AS DETAILED GRADING

AND COMPACTION SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE SOIL ENGINEER.

1.03 DRAINAGE

CONTROL GRADING TO PREVENT WATER FROM RUNNING
INTO EXCAVATED AREAS: PROMPTLY REMOVE
ACCUMULATED WATER IN EXCAVATIONS. THE GRADING

CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER

DRAINAGE IN
ALL AREAS.

1.04 TRENCHING

TRENCH ALL FOUNDATION FOOTINGS AND PIERS AS SHOWN
ON THE DRAWINGS. REMOVE ALL EXCESS MATERIAL FROM
THE BUILDING AREAS AND SITE AS REQUIRED.

1.05 BACKFILL MATERIAL

SHALL BE FREE FROM VEGETABLE MATTER, RUBBISH,
DEBRIS, LARGE ROCK, AND UNSTABLE MATERIAL.

MATERIALS SHALL BE ACCEPTED BY THE SOILS ENGINEER.

TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY

THE SOILS ENGINEER IN ACCORDANCE WITH THE LOCAL

JURISDICTION GRADING

REQUIREMENTS AND OTHER GOVERNING AGENCY
REQUIREMENTS.

1.06 COMPACTION
MATERIAL SHALL BE COMPACTED TO 90 PERCENT MAXIMUM

DENSITY UNLESS SPECIFIED OTHERWSE ON THE
DRAWINGS, OBTAINABLE BY ASTM D 1557-78
METHOD OF COMPACTION. FILL NOT MEETING THE MINIMUM

COMPACTION REQUIREMENTS AS DETERMINED BY TESTS

SHALL BE REMOVED, REPLACED
AND RETESTED AT NO ADDITIONAL COST TO THE OWNER.

1.07 FINAL GRADING

PROVIDE SMOOTH, EVEN SURFACES AND SLOPES BETWEEN
BUILDINGS. NATURAL GRADES TO REMAIN AROUND SITE AS
INDICATED ON DRAWINGS. SLOPE GRADES AWAY FROM

BUILDINGS TO ESTABLISH NATURAL DRAINAGE
ALL AROUND. GRADE SITE TO INDICATED LINES AND

ELEVATIONS TO WITHIN A TOLERANCE OF NOT MORE THAN
1/10 OF ONE FOOT. FABRICATIONS

MISCELLANEOUS METAL

1.01 SCOPE

FURNISH ALL METAL SUPPORTS, ANGLES, PLATES,

ATTACHMENTS, BOLTS,LAG BOLTS, WELDING, SHOP PRIMING

AND INCLUDED INSTALLATION AS REQUIRED TO COMPLETE
THE WORK.

1.02 ATERIALS

SHALL CONFORM TO THE FOLLOWING REFERENCE
STANDARDS.

A. STRUCTURAL STEEL, SHAPES, PLATES AND BARS ASTM A36.

B. BARS: FLATS AND ROUNDS, COMMERCIAL GRADE 1018 OR
1020, AS REQUIRED.

C. PLATES TO BE BENT OR FORMED COLD - ASTM A23, GRADE
C.

D. STEEL PIPE FOR OTHER THAN COLUMNS ASTM A120
STANDARD WEIGHT SCHEDULE 40, OR STANDARD WEIGHT
ASTM A36, BLACK OR GALVANIZED AS REQUIRED.

E. CAST IRON: ASTM A48, GREY IRON CASTING.

F. WELDING ELECTRODES - ASTM A233 SERIES E60 OR E70, AS REQUIRED.

G. GALVANIZING: IRON AND STELL, ASTM A123, 2 OUNCES PER SQUARE FOOT.

H. MACHINE BOLTS - ASTM A307, GALVANIZED WHEN
ASSEMBLING GALVANIZED UNITS.

J. MECHANICAL ANCHORS - FOR SECURING ITEMS OF

MISCELLANEOUS METAL TO CEMENTITIOUS MATERIALS, USE

CINCH ANCHORS, EPOXIED, OR OTHER ICBO APPROVED
ANCHOR, NO0T LESS THAN 3/8 INCH DIAMETER, AND OF
THREAD TYPE FOR ANCHORING. SET WITH BOLT HEAD OUT.

K. SHOP PRIME - RUST-0-LEUM X60 OR 96OM UNIVERSAL PRIME BY STEELCOTE NUMBER SR-50 OR SR-031, OR OTHER AS
APPROVED.

1.03 WELDS
A. WELDS SHALL BE GROUND SMOOTH, ALL WELD SPATTER

REMOVED AND COMPLY WITH THE SPECIFICATIONS OF THE
"AMERICAN WELDING SOCIETY".

B. ALL IRON SHALL BE WELDED ON FOUR SIDES
C. ALL END CAPS SHALL BE MADE OF STEEL, OR GALVANIZED
STEEL WHEN ASSEMBLING GALVANIZED UNITS.

No. Description Date

Page 133 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:18:03 PM
GN-103

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

CARPENTRY
REFER To THE STRUCTURAL ENGINEERS DRAWING FOR
ADDITIONAL INFORMATION.

1.01 SCOPE

PROVIDE WOOD, NAILS, BOLES, SCREWS, FRAMING

ANCHORS, ROUGH HARDWARE, AND OTHER ITEMS

REQUIRED BY ROUGH AND FINISH CARPENTRY WORK

AS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND

NEEDED FOR COMPLETE AND PROPER INSTILLATION OF
THE WORK.

1.02 QUALITY ASSURANCE
A. DOUGLAS FIR: BASED ON STANDARD GRADING AND

DRESSING RULES OF THE WESTERN WOOD PRODUCIS

ASSOCIATION, AS LISTED IN CALIFORNIA BUILDING
CODE "STANDARDS"
B. PLYWOOD: STRUCTURAL AND FRAMING PLYWOOD

SHALL BE GRADED IN ACCORDANCE WITH
SPECIFICĀTION AND GRADE GUIDE OF THE AMERICAN
PLYWOOD ASSOCIATION.

1.03 GRADE STAMP
A. IDENTIFY FRAMING LUMBER BY THE GRADE STAMP
OF THE WESTERN WOOD PRODUCTS ASSOCIATION.

B. IDENTIFY PLYWOOD AS TO SPECIES, GRADE, AND

GLUE TYPE BY THE STAMP OF THE AMERICAN
PLYWOOD ASSOCIATION.

1.04 LUMBER SIZING

SIZE FOR WIDTH AND THICKNESS OF STANDARD
DRESSED SIZE IN CONFORMANCE WITH "STANDARD
GRADING AND DRESSING RULES"

1.05 LUMBER MOISTURE CONTENT

UNTREATED LUMBER SHALL BE DRY AND WELL

SEASONED AND THE MOISTURE CONTENT SHALL NOT
EXCEED 19% OR LESS AS REQUIRED BY THE UNIFORM
BUILDING CODE.

1.06 MATERIALS (SEE STRUCTURAL DRAWINGS FOR
SPECIFIC LUMBER CLASS & TYPES).

A. ALL STRUCTURAL WOOD MEMBERS SHALL BE
W.W.P.A. "STANDARD GRADING AND DRESSING RULES"

AS INDICATED ON THE DRAWINGS, UNLESS OTHERWISE
NOTED.

B. PLYWOOD: SEE STRUCTURAL DRAWINGS
C. MUDSILLS: PRESSURE PRESERVATION TREATED
DOUGLAS FIR REFER TO CRC R317.1.

D. STRUCTURAL FRAMING: SEE STRUCTURAL
DRAWINGS.

E. METAL CONNECTORS: SIMPSON STRONG-TIE (ICBO
#1211, 1258, 1746, AND NER-109), OR APPROVED EQUAL

SUBCONTRACTOR TO SUPPLY ALL PERTINENT

INFORMATION TO CONTRACTOR PRIOR TO FRAMING
INSPECTION.

F. JOIST HANGERS: GALVANIZED IRON, SIZED TO SUIT
JOISTS AND FRAMING CONDITIONS: MANUFACTURED BY

SIMPSON STRONG-TIE OR AS APPROVED
G. NAILING: PER CBC-TABLE 2304.9.1 FOR COMMON OR
BOX WIRE NAILS. ALL PLYWOOD DIAPHRAGMS SHALL
HAVE DEFORMED SHANK NAILS.

H. FASCIA AND BARGE BOARDS: CLEAR SPRUCE REFER
TO DETAILS.

J. EXTERIOR TRIM: DOUGLAS FIR REFER TO DETAILS.

1.07 FRAMING
A. STUD WALL: CBC SECTION 2304.3. ALL STUDS TO

HAVE BEARING ON PLATE
B. BLOCKING AND BRIDGING

1. STUD WALLS: CBC SECTION 2304.3. NOTE WALLS

WITH CONTINUOUS STUDS FROM BOTTOM TO TOP
PLATE.

2. JOISTS AND RAFTERS: CBC SECTION 2304.3. USE
SOLID BRIDING.

C. FIRESTOPPING: CRC R302.11 10' MAX @ BOTH
VERTICAL AND HORIZONTAL CONCEALED SPACES.

D. HEADERS: CBC SECTION 2304.3. SET ALL HEADERS
WTH CROWN SIDE UP.

E. BEAMS: SET ALL BEAMS WITH CROWN SIDE UP.

F. CORBELS AND EXPOSED NAILERS: PROVIDE
WATERPROOFING PER THE DRAWINGS.

FINISH CARPENTRY

1.01 SCOPE
A. FURNISH AND INSTALL ALL FINISH CARPENTRY

COMPLETE, INCLUDING, BUT NOT LIMITED TO, TRIM

AND DOOR FRAMES IN ACCORDANCE WITH HIGHEST
STANDARD OF PRACTICE.

B. INSTALLATION OF FINISH HARDWARE, BATH

ACCESSORIES, CABINET ACCESSORIES, STAIR
RAILINGS, AND OTHER FINISH WORK AS REQUIRED.

1.02 WORKMANSHIP
A. ALL JOINTS SHALL BE TIGHT AND TRUE, AND
SECURELY FASTENED. CORNERS SHALL BE NEATLY
MITERED. BUTTED, OR COPES, AND ALL NAILS SET
AND SURFACES FREE OF TOOL MARKS.

B. WOOD WORK SHALL BE ACCURATELY SCRIBED TO
FIT ADJOINING SURFACES.

C. ALL WORK SHALL BE MACHINED OR HAND-SANDED,

SHARP EDGES, SPLINTERS REMOVED, AND
COMPLETELY PREPARES FOR FINISH.

D. FULL LENGTH CONTINUOUS BOARDS SHALL BE

USED WHEREVER APPLICABLE OR SPECIFICALLY
NOTED.

E. ALL MEMBERS SHALL BE FULL LENGTHS AT ALL

LOCATIONS EXCEPT WHERE WALL LENGTH IS
GREATER THAN MEMBER. NO MEMBER LENGTH LESS
THAN 3'-0" IN LENGTH SHALL BE ALLOWED UNLESS
TOTAL LENGTH OF WALL IS LESS THAN 3'-0".

1.03 MATERIALS
A. DOOR FRAMES: AS SELECTED BY OWNER - UNLESS
NOTED OTHERWISE ON DRAWINGS.

FRAMES SHALL BE SET PLUMB AND TRUE, RIGHTLY

SECURED AND PROTECTED DURING THE FULL TERM
OF CONSTRUCTION.

B. DOOR CASING: AS SELECTED BY OWNER. UNLESS
NOTED OTHERWISE ON DRAWINGS.

ALL VERTICAL AND HORIZONTAL TRIM MEMBERS

SHALL BE INSTALLED IN FULL-LENGTHS UNLESS NOT
AVAILABLE.

C. WOOD TRIM: (DOOR, WINDOW, PROJECTIONS). SEE
DRAWINGS.

D. WOOD BASE: AS SELECTED BY OWNER. NO
LENGTH LESS THAN 3'-0" IN LENGTH SHALL BE

ALLOWED UNLESS LENGTH OF WALL IS LESS THAN
3'-0".

E. WINDOW CASING: AS SELECTED BY OWNER. ALL

VERTICAL AND HORIZONTAL TRIM MEMBERS SHALL
BE INSTALLED IN FULL-LENGTHS. EXCEPT WHERE

LENGTH REQUIRED IS GREATER THAN MEMBER
AVAILABLE. NO TRIM MEMBER LESS THAN 3'-0" IN

LENGTH SHALL BE ALLOWED UNLESS TOTAL LENGTH
OF TRIM REQUIRED IS LESS THAN 3-0".

CABINETS AND TOPS

1.01 SCOPE

FURNISH AND INSTALL ALL CABINET WORK
COMPLETE.

1.02 MATERIALS AND DESIGN
A. KITCHEN AND BATH CASEWORK: REFER TO
DRAWINGS.

B. CORE MATERIAL: PARTICLEBOARD, MDF, OR
PLYWOOD.

C. COUNTER TOPS: REFER TO DRAWINGS.

D. LINEN: REFER TO DRAWINGS.

E. SHELVING SHALL BE EDGE BANDED
F. VERIFY ALL APPLIANCE SIZES WITH OWNER AND
SUPPLIER.

1.03 WORKMANSHIP
A. ALL JOINTS SHALL BE TIGHT AND TRUE AND
SECURELY FASTENED. CORNERS SHALL BE MITERED,
BUTTED, OR COPED. NAILS SHALL BE SET AND
SURFACES FREE OF TOOL MARKS.

B. USE CONCEALED FASTENERS WHERE POSSIBLE.

C. ALL CABINET WORK SCHEDULED FOR PAINT FINISH
SHALL BE SM0OTHLY DRESSED AND SANDED.

D. INSTALL ALL WORK LEVEL, PLUMB AND TRUE.

SCRIBE MEMBERS ACCURATELY IN PLACE TO FIT
ADJOINING SURFACES.

1.04 HARDWARE
SHALL BE SELECTED BY OWNER. FURNISHED AND
INSTALLED BY CONTRACTOR.

BUILDING INSULATION

1.01 SCOPE

FURNISH AND INSTALL COMPLETE THERMAL AND

ACOUSTICAL INSULATION PER THE CONTRACT
DOCUMENTS, AND SECTION C.B.C.

1.02 MATERIALS
A. THERMAL INSULATION:

1. ATTIC AREAS: SEE TITLE 24 ENERGY CALCULATIONS.

2. CEILING/ROOF AREAS: SEE TITLE 24 ENERGY
CALCULATIONS.

3. EXTERIOR WALLS: SEE TITLE 24 ENERGY
CALCULATIONS.

4. FLOOR OVER EXTERIOR: SEE TITLE 24 ENERGY
CALCULATIONS.

B. MANUFACTURERS: OWENS-CORNING FIBERGLASS

CORPORATION OR APPROVED ALTERNATE

1.03 INSTALLATION
A. THERMAL INSULATION:

1. INSTALL BATT INSULATION BETWEEN JOISTS, AT ALL

CEILING AREAS EXPOSED TO ROOF OR ATTIC AREAS
(INCLUDING ANY VERTICAL WALL AREAS SEPARATING
LIVNG SPACES FROM ATTICS BETWEEN CEILINGs AND

ROOF) AND BETWEEN STUDS AT ALL EXTERIOR
WALLS.

BATT INSULATION SHALL BE SECURELY INSTALLED
AND TIGHTLY FITTED.

2. CONTRACTOR SHALL SIGN AND POST A NOTICE ON

THE STRUCTURE CERTIFYING THAT INSULATION

INSTALLATION COMPLIES TO THE STANDARDS OF THE
STATE OF CALIFORNIA.

B. ACOUSTICAL INSULATION (WHERE REQUIRED):

1. INSTALL BATT INSULATION BETWEEN STUDS,

SECURELY AND TIGHTLY FITTED AT ALL PARTY WALLS
AS DETAILED ON DRAWINGS. ALL OPENINGS IN PARTY

WALLS INCLUDING, BUT NOT LIMITED TO, MEDICINE
CABINETS, ELECTRICAL AND PHONE OUTLETS, ETC.

SHALL HAVE A MINIMUM OF 2 LAYERS OF BATT
INSULATION LAPPING OPENING AT LEAST 14 INCHES
ON ALL SIDES.

C. FIRESTOP H.V.A.C. SHAFTS AND FLOOR TO CEILING
PENETRATIONS:
(SEE SCOPE).

D. SUBCONTRACTOR SHALL CERTIFY THAT THE

INSULATION AND POLYSEAL INSTALLATION HAS BEEN
PROVIDED IN ACCORDANCE WITH ALL TITLE 24

REQUIREMENTS AND SHALL PROVIDE THE OWNER
WITH SAID CERTIFICATION(S).

ROOFING TILES

1.01 SCOPE

FURNISH AND INSTALL COMPLETE ROOFING AND

WATERPROOFING INCLUDING, BUT NOT LIMITED TO,
CANT STRIPS, FLASHING, SLEEVES AND JACKS.

1.02 QUALITY ASSURANCE

WORK SHALL CONFORM TO REQUIREMENTS OF

THE CALIFORNIA BUILDING CODE AND THE

NATIONAL ROOFING CONTRACTORS ASSOCATION
"NRCA ROOFING AND WATERPROOFING MANUAL".

1.03 MATERIALS
A. REFER TO THE DRAWINGS.

1.04 SPECIAL CONDITIONS
A. PROVIDE CRICKETS AS NOTED ON THE
DRAWINGS.

1.05 INSTALLATION
A. INSTALL ROOFING AND WALL FLASHING PER

MANUFACTRUER'S RECOMMENDATIONS

CAREFULLY INCORPORATING MATERIALS

INCLUDING, BUT NOT LIMITED TO, FLASHING,
SCUPPERS, JACKS, SLEEVES, ROOF DRAINS, ETC.

ALL CRICKETS AND VALLEYS SHALL HAVE MINIMUM
OF 2 LAYERS OF 30 LB. FELT.

B. ROOF AND UNDERLAYMENT SHALL BE INSTALLED

IN ACCORDANCE MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND AS NOTED ON THE DRAWINGS.

C. INSTALL ALL WORK LEVEL, PLUMB AND TRUE.

SCRIBE MEMBERS ACCURATELY IN PLACE TO FIT
ADJOINING SURFACES.

D. IF THE PROJECT IS DETERMINED BY BUILDING
OFFICIALS TO BE IN A "SPECIAL WIND REGION" ALL

ROOF FASTENERS SHALL BE INSTALLED PER
MANUFACTURER'S INSTRUCTIONS. CALL OUT
"FASTENERS TO RESIST WIND LOAD OF NOT LESS
THAN 80 M.P.H."

FLASHING AND SHEET METAL

1.01 SCOPE

PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES

NECESSARY FOR COMPLETE INSTALLATION OF FLASHING
AND SHEET METAL AS NOTED ON THE DRAWINGS.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS

1. LOCAL BUILDING CODE, CURRENT EDITION

2. SHEET METAL AND AIR CONDITIONING CONTRACTOR'S
NATIONAL ASSOCIATION, INC., (SMACCNA)
"ARCHITECTURAL SHEET METAL MANUAL."

3. CALIFORNIA BUILDING CODE CURRENT EDITION.

1.03 FIELD MEASUREMENTS AND TEMPLATES

OBTAIN FIELD MEASUREMENTS REQUIRED FOR PROPER

AND ADEQUATE FABRICATION AND INSTALLATION OF THE
WORK COVERED BY THIS SECTION. EXACT

MEASUREMENTS ARE THE CONTRACTOR'S
RESPONSIBILITY. FURNISH TEMPLATES FOR EXACT

LOCATION OF ITEMS TO BE EMBEDDED IN CONCRETE OR

MASONRY AND ANY SETTING INSTRUCTIONS REQUIRED
FOR INSTALLATION OF WORK.

1.04 COOPERATION WITH OTHER TRADES

COORDINATE INSTALLATION OF SHEET METAL WORK SO
THAT RELATED WORK SHALL BE INSTALLED AS REQURED.

COORDINATE INSTALLATION OF SHEET METAL WORK WTH

ROOFING APPLICATOR SO THAT FLANGES CAN BE
MOPPED-IN. SHEET METAL WORK NOT SPECIFIED IN

OTHER SECTIONS OF THE GENERAL NOTES BUT

REQUIRED BY THE DRAWINGS OR CALIFORNIA

BUILDING CODE, SHALL BE FURNISHED AND INSTALLED
UNDER THIS SECTION.

1.05 MATERIALS
A. GALVANIZED SHEET METAL: ASTM A 526, COMMERCIAL
GRADE, PAINTABLE UNDER THE STANDARD METHODS.

GAUGE SHALL BE AS NOTED ON THE DRAWINGS, BUT IN
NO CASE SHALL BE LESS THAN 26 GAUGE.

B. FASTENERS: GALVANIZED SHEET METAL SCREWS.

C. SOLDER AND FLUX: 50 PERCENT LEAD, 50 PERCENT
TIN, STANDARD BRAND SOLDER. FLUX SHALL BE NEW
MURIATIC ACID.

1.06 INSTALLATION
A. FIELD MEASUREMENTS: BEFORE PROCEEDING WTH

FABRICATION OF SHEET METAL WORK, VERIFY EXISTING

FIELD CONDITIONS UPON WHICH WORK OF THIS SECTION
IS CONTINGENT.

B. WORKMANSHIP: FORM SHEET METAL WAORK IN

ACCORDANCE WITH SMACCNA STANDARDS ACCURATELY
TO DIMENSION AND SHAPES REQUIRED. JOINTS AND

MITERS OF SHEET METAL SHALL BE SOLDERED, HEM
FREE EDGES.

FINISH APPEARANCE SHALL BE NEAT AND ACCURATE.
(SECURELY FASTEN AND MAKE WEATHER-TIGHT WORK

ADJACENT TO OR CONTINUOUS WITH WORK TO BE

PERFORMED UNDER OTHER SECTIONS OF THESE
GENERAL NOTES.

MOLDED OR BROKEN MEMBERS SHALL BE FINISHED WI TH

TRUE,STRAIGHT, AND SHARP LINES AND ANGLES, AND

WHERE INTERSECTING EACH OTHER SHALL BE COPED TO
AN ACCURATE FIT AND SECURELY SOLDERED.

SHEET METAL WORK SHALL BE FORMED, FABRICATED,

AND INSTALLED IN THE LARGEST PRACTICAL SECTIONS

ADEQUATELY PROVIDED FOR EXPANSION AND

CONTRACTION IN THE COMPLETED WORK, SHALL FINISH

FREE FROM

BUCKLING AND SHALL BE WATER AND WEATHER-TIGHT
THROUGHOUT.

C. MISCELLANEOUS ITEMS: FLASHING AND OTHER SHEET

METAL WORK SHALL BE FORMED OF THE MATERIALS, TO

THE SIZES AND SHAPED AS NOTED ON THE DRAWINGS

AND REQUIRED IN ACCORDANCE WITH SMACCNA
"ARCHITECTURAL
SHEET METAL MANUAL" INCLUDING, BUT NOT LIMITED TO,

CONTINUOUS VENTS, FALSE LOUVERS, DOWNSPOUTS
AND GUTTERS.

D. FINISHING: EXCEPT WHERE OTHERWISE NOTED,
REMOVE BURRS, GLAZE. FLUX, AND SPATTER RESULTING
FROM SOLDERING AND SHOP WORK. THOROUGHLY WASH

METAL AS RECOMMENDED BY THE MANUFACTURER, AND
AS HEREIN NOTED, AND WIPE DRY WITH CLEAN RAGS.

E. CAULKING MATERIALS AND APPLICATION SHALL

COMPLY WITH THE REQUIREMENTS SPECIFIED IN
SECTION 07920 "SEALANTS AND CAULKING" OF THESE
GENERAL NOTES.

F. ALL METAL ON DECKS SHALL BE BONDERIZED WITH
LAPS LOADING AWAY FROM BUILDING.

G. LENGTHS: ALL LENGTHS SHALL BE MINIMUM OF 3'-0"
AND NO SPLICES WILL BE ALLOWED WITHIN 3'-0" FROM

INTERIOR OR EXTERIOR CORNERS, OR ENDS UNLESS THE

TOTAL LENGTH OF WALL OR MATERIAL ATTACHED TO IS
LESS THAN 3'-0".

No. Description Date

CARPENTRY

1.08 GENERAL FRAMING
A. GENERAL:

1. IN ADDITION TO FRAMING OPERATION NORMAL TO

THE FABRICATION AND ERECTION INDICATED ON THE

DRAWINGS, INSTALL WOOD BLOCKING AND BACKING
REQUIRED FOR THE WORK OF OTHER TRADES.

2. PLACE HORIZONTAL AND SLOPED MEMBERS WTH
CROWN SIDE UP.

3. DO NOT NOTCH, CUT, OR BORE MEMBERS FOR PIPES,

DUCTS, OR CONDUITS, OR FOR OTHER REASONS,

EXCEPT AS SHOWN ON THE DRAWINGS OR

SPECIFICALLY APPROVED IN ADVANCE BY THE
ARCHITECT OR STRUCTURAL ENGINEER.

4. CONSTRUCTION FRAMING MEMBERS SHALL BE FULL
LENGTH WITHOUT SPLICES.

5. CONSTRUCT DOUBLE JOIST UNDER PARALLEL

BEARING PARTITONS, UNLESS OTHERWISE NOTED ON
DRAWINGS.

1.09 BEARINGS:

1. MAKE BEARINGS FULL, UNLESS OTHERWISE NOTED
ON THE DRAWINGS.

2. FINISH BEARING SURFACES ON WHICH STRUCTURAL

MEMBERS REST SHALL BE PLUMB AND LEVEL FOR THE
ENTIRE LENGTH OF SUPPORT.

3. WHERE FRAMING MEMBERS SLOPE, BUTT OR NOTCH

THE ENDS AS REQUIRED TO GIVE A UNIFORM BEARING
SURFACE.

1.10 BLOCKING AND BRIDGING
A. INSTALL BLOCKING AS REQUIRED TO SUPPORT

ITEMS OF FINISH AND TO CUT OFF CONCEALED DRAFT

OPENINGS, BOTH VERTICAL AND HORIZONTAL,
BETWEEN CEILING AND FLOOR AREAS.

B. BRIDGING:

1. INSTALL WOOD CROSS BRIDGING (NOT LESS THAN
2"x3" NOMINAL), METAL CROSS BRIDGING OF EQUAL

STRENGTH, OR SOLID BLOCKING BETWEEN JOISTS
WHERE THE SPAN EXCEEDS 8'-0" AND AT EVERY 8'-0"
SECTION THEREAFTER.

2. PROVDE MAXIMUM DISTANCE OF 8'-0" BETWEEN A
LINE OF BRIDGING AND A BEARING WALL.

3. CROSS BRIDGING MAY BE OMITTED FOR ROOF AND

CEILING JOIST WHERE THE OMISSION IS PERMITTED BY

GOVERNING CODES, EXCEPT WHERE OTHERWISE
NOTED ON THE DRAWINGS.

4. INSTALL SOLID BLOCKING BETWEEN JOISTS AT

POINTS OF SUPPORT AND WHEREVER SHEATHINGS
NOT CONTINUED. BLOCKING AT ENDS MAY BE OMITTED
WHERE JOISTS ARE SUPPORTED ON METAL HANGERS.

1.11 ALIGNMENT
A. ON FRAMING MEMBERS TO RECEIVE A FINISHED
SURFACE: ALIGN THE FINISH SUBSURFACE TO VARY
NOT MORE THAN 1/8" FROM THE PLANE OF SURFACES
OF ADJACENT FURRING AND FRAMING.

1.12 INSTILLATION OF PLYWOOD SHEATHING
A. PLACEMENT:

1. PLACE PLYWOOD WITH FACE GRAIN PERPENDICULAR

TO SUPPORTS AND CONTINUOUSLY OVER AT LEAST

TWO SUPPORTS, EXCEPT WHERE OTHERWSE NOTED
ON THE DRAWINGS.

2. CENTER JOINTS ACCURATELY OVER SUPPORTS,
UNLESS OTHERWSE NOTED ON THE DRAWINGS.

1.13 FASTENING
A. NAILING:

1. USE ONLY COMMON NAILS OR SPIKES OF THE

DIMENSION SHOWN ON THE STRUCTURAL DRAWINGS'

NAILING SCHEDULE, EXCEPT WHERE OTHERWISE

SPECIFICALLY NOTED ON THE DRAWINGS

2. FOR CONDITIONS NOT COVERED IN THE

STRUCTURAL DRAWINGS' NAILING SCHEDULE, PROVIDE

PENETRATION INTO THE PIECE RECEIVING THE NAIL'S
POINTED END OF NOT LESS THAN 1/2 THE LENGTH OF
THE NAIL OR SPIKE, EXCEPT HOWEVER, THAT 16D
NAILS MAY BE USED TO CONNECT TWO PIECES OF 2"
(NOMINAL) THICKNESS MEMBERS.

3. INSTALL NAILS WITHOUT SPLITTING WOOD.

4. PREBORE HOLES AS REQUIRED

5. REMOVE ALL SPLIT MEMBERS AND REPLACE WITH

MEMBERS COMPLYING WITH THE SPECIFIED
REQUIREMENTS.

B. BOLTING:

1. DRILL HOLES 1/16" LARGER IN DIAMETER THAN THE
BOLTS BRING USED.

2. DRILL STRAIGHT AND TRUE FROM ONE SIDE ONLY.

3. DO NOT BEAR BOLT THREADS ON WOOD, BUT USE
WASHERS UNDER ALL HEADS AND NUTS.

C. SCREWS:

1. FOR LAG SCREWS AND WOOD SCREWS, PREBORE
HOLES SAME DIAMETER AS ROOT OF THREADS.

2. DRIVING OF WOOD AND LAG SCREWS SHALL NOT BY
ALLOWED.

Page 134 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:18:12 PM
GN-104

GENRAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

SEALANTS AND CAULKING

1.01 SCOPE
A. PROVIDE LABOR, MATERIALS, EQUIPMENT, AND

SERVICES NECESSARY FOR INSTALLATION OF SEALANTS
AND CAULKING COMPLETE AS NOTED ON THE DRAWINGS.

B. PRINCIPLE WORK IN THIS SECTION:

1. COORDINATE ALL WORK IN THIS SECTION WITH
RELATED TRADES.

2. THIS SECTION CONTAINS GENERAL NOTES PERTAINING

TO CAULKING AND SEALANTS THROUGHOUT THE

PROJECT, AS INDICATED OF REQUIRED AND BECOMES A
PART OF ALL TRADE SECTIONS REQUIRING SEALANTS.

THE TERM "CAULKING" OF "SEALANT" IS USED

THROUGHOUT THE DRAWINGS AND GENERAL NOTES TO

DEFINE THE MATERIALS AND METHODS OF FILLING WTH
AN ELASTIC COMPOUND THE SMALL CREVICES, HOLES.

SEPARATIONS, AND JOINTS BETWEEN SIMILAR AND

DIFFERENT MATERIALS THAT CANNOT BE SEALED BY ANY

OTHER MEANS TO PREVENT THE PASSAGE OR

PENETRATION OF ELEMENTS INCLUDING, BUT NOT
LIMITED TO, WIND, RAIN, WATER AND DUST, To MAKE
JOINTS WEATHER-TIGHT.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS:

1. CALIFORNIA BUILDING CODE.

2. SEALANT AND WATERPROOFERS INSTITUTE.

3. NATIONAL ROOFING CONTRACTORS ASSOCIATION
"NRCA", ROOFING AND WATERPR0OFING MANUAL.

4. APPLY IN ACCORDANCE WTH MANUFACTURER'S
INSTALLATION RECOMMENDATIONS.

1.03 JOB CONDITIONS

WORK SHALL BE PERFORMED WITHIN RANGE OF

TEMPERATURES AND CLIMATIC CONDITIONS
RECOMMENDED BY THE MANUFACTURER.

1.04 PRODUCTS

PRODUCTS OF ONLY ONE MANUFACTURER FOR

RESPECTIVE ITEMS SHALL BE USED THROUGHOUT THE

PROJECT FOR EACH ITEM OF MATERIAL UNDER THIS

SECTION UNLESS OTHERWSE NOTED ON THE DRAWINGS
OR SELECTED HEREIN.

1.05 CHARACTERISTICS
A. COLOR: UNLESS INDICATED OR SPECIFIED

OTHERWISE, EXPOSED SEALANTS SHALL MATCH COLOR
OF ADJACENT MATERIALS.

B. STAINING: JOINT FILLERS, PRIMERS OR OTHER

MATERIALS USED IN CONJUNCTION WITH SEALANTS

SHALL NOT CAUSE STAINING OF SEALANTS OR
MATERIALS TO WHICH THEY ARE APPLIED.

1.06 MATERIALS
A. SEALANT TYPES AND LOCATIONS:

1. MILDEW-RESISTANT SEALANT: SEAL NON-POROUS

SURFACE SAROUND CERAMIC TILE, SHOWERS, TUBS,

SINKS AND PLUMBING FIXTURES WHERE CONDITIONS OF
HIGH HUMIDITY AND TEMPERATURE EXISTS.

2. ELASTOMERIC SEALANT: SEAL ALL AREAS INCLUDING,
BUT NOT LIMITED TO. EXPANSION AND CONTROL JOINTS,

PRE-CAST PANEL JOINTS, SEISMIC JOINTS, EXTERIOR

INSULATION FINISH SYSTEM JOINTS, CURTAIN WALL

JOINTS, MULLION JOINTS, METAL PANEL WALLS AND
PERIMETERS OF WINDOW AND DOOR FRAMES.

3. WATHERPROOFING SEALANT: SEAL ALL AREAS

INCLUDING, BUT NOT LIMITED TO, PRE-CAST CONCRETE

PANEL JOINTS, CURTAIN WALL JOINTS, MULLION JOINTS,

METAL PANEL WALLS AND PERIMETERS OF WINDOWS
AND DOOR FRAMES.

4. SILICONE GLAZING AND WATERPR0OFING SEALANT:

SEAL ALL AREAS INCLUDING, BUT NOT LIMITED TO,

EXPANSION AND CONTROL JOINTS IN PRE-CAST

CONCRETE PANELS, GRANITE AND METAL CURTAIN

WALLS STRUCTURAL AND NON-STRUCTURAL GAZING AND

PERIMETER SEALING OF DOOR AND WINDOW FRAMES
AND OTHER METAL BUILDING COMPONENTS.

5. SILICONE ADHESIVE/SEALANT: STRUCTURAL

ADHESIVE/SEALANT APPLICATIONS SUCH AS FACTORY
GLAZING AND CURTAIN WALL PRODUCTION.

6. STRUCTURAL GLASS SEALANT: PEROXIDES UNPRIMED

ADHESION TO MOST SURFACES INCLUDING GLASS,

REFLECTIVE GLASS, ANODIZED ALUMINUM, GRANITE AND

MOST PAINTS, INCLUDING FLUOROPOLMER-BASED
PAINTS.

7. GLAZING SEALANT: DESIGNED FOR CONVENTIONAL

GLAZING OF GLASS AND PLASTIC, CURTAIN WALL
SEALING, SOLAR AND REPLACEMENT GLAZING.

8. POLYURETHANE: FOR JOINTS IN FLOORS AND
SIDEWALKS.

9. NON-SAGGING PERMANENTLY ELASTIC, BUTYL OR
SIMILAR POLYMER:ALL INTERIOR LOCATIONS.

DOORS

1.01 SCOPE
A. PROIDE MATERIALS, EQUIPMENT, AND SERVICES

NECESSARY FOR INSTALLATION OF DOORS COMPLETE
AS SCHEDULED.

B. EXTENT AND LOCATION OF EACH TYPE OF D0OR AS
SHOWN ON THE DRAWINGS.

1.02 QUALITY ASSURANCE
A. WOOD DOORS SHALL MEET OT EXCEED NWMA
INDUSTRY STANDARD 1.5.1, AND THE REQUIREMENTS
OF WC FOR CUSTOM GRADE DOORS.

B. HARDBOARD DOORS SHALL MEET HSMA 1.S.1 1-80
AND BASE HARDBOARD STANDARD PS-58-75.

1.03 DOOR TYPES

SEE DOOR SCHEDULE

1.04 FITING AND HANGING OF DOORS
A. EACH DOOR SHALL BE ACCURATELY CUT, TRIMMED,

AND FITTED TO ITS RESPECTVE FRAME AND HARDWARE
WITH DUE ALLOWANCE FOR PAINTER'S FINISHES.

B. CLEARANCE AT THE LOCK AND HANGING STILES AND
AT THE TOP SHALL NOT EXCEED 1/8 INCH. CLEARANCE

AT THE BOTTOM SHALL BE ADJUSTED FOR THE FINISH
FLOOR COVERING SCHEDULED INCLUDING CARPETING.

C. LOCK STILE EDGES SHALL BE BEVELED.

D. DOORS SHALL OPERATE FREELY, BUT NOT LOOSELY,
WTHOUT STICKING OR BINDING: AND WITH ALL

HARDWARE SHALL BE PROPERLY ADJUSTED AND
FUNCTIONING.

SLIDING DOORS

1.01 SCOPE

PROVIDE LABOR, MATERIALS, EQUIPMENT AND

SERVICES NECESSARY FOR INSTALLATION OF
"VINYL DOORS" COMPLETE AS NOTED ON
DRAWINGS AND AS REQUIRED.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS:

1. CALIFORNIA BUILDING CODE, CURRENT EDITION.

2. ARCHITECTURAL VINYL MANUFACTURER'S
ASSOCIATION (AAMA). ANSI/AAMA 101-85
"VOLUNTARY SPECIFICATIONS FOR ALUMINUM
FRAME WNDOWS AND SLIDING GLASS DOORS.

3. CONSUMER PRODUCTS SAFETY COMMISSION,

SAFETY STANDARDS FOR ARCHITECTURAL
GLAZING MATERIALS (16CFR1201).

1.03 MATERIALS
A. EXTERIOR SLIDING GLASS DOORS:

1. FRAME: FACTORY ASSEMBLED WITH NAIL ON

FINISH AND JAMB EXTENSIONS WHERE
NECESSARY.

2. FINISH: AS SELECTED BY OWNER OR ARCHITECT

3. SIZE AND OPERATION AS NOTED ON THE
DRAWINGS.

4. HARDWARE: FACTORY INSTALLED. FINISH AS

SELECTED BY OWNER OR ARCHITECT

5. WEATHERSTRIPPING: ALL UNITS SHALL BE FULLY
WEATHERSTRIPPED.

6. SCREENS: FACTORY INSTALLED ON ALL
OPERATION UNITS. FINISH AS SELECTED BY
OWNER OR ARCHTECT.

B. SLIDING GLASS DOOR GLAZING: TEMPERED.

REFER TO SECTION O8800 - GLASS AND GLAZING.

1.04 INSTALLATION

SHALL BE IN ACCORDANCE WTH MANUFACTURER'S
INSTALLATION INSTRUCIONS.

WINDOWS

1.01 SCOPE

PROVIDE LABOR, MATERIAL, EQUIPMENT AND

SERVICES NECCESSARY FOR INSTALLATION OF

WOOD WINDOWS COMPLETE AS INDICATED ON
DRAWINGS AND REQUIRED.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS:

1. CALIFORNIA BUILDING CODE, CURRENT
EDITION.

1.03 MATERIALS
A. DOUBLE GLAZED WINDOWS: SHALL BE

RESOURCED BY THE OWNER AND THE
ARCHITECT. WINDOW CONFORMING TO NFRC
AND NWWDA GRADE DP40 REQUIREMENTS
INDICATED ON CONSTRUCTION DRAWINGS. ALL

WINDOW TO BE TRUE DIVIDED LITES AND
SUBSILLS PROVIDED.

B. SOUTHWEST DOOR CO. SPECIFICATIONS.

1. WINDOW STYLE - "DOUBLE GLAZED"

PUSH-OUT WINDOWS WTH WHITCO FRICTION
HINGES.
2 SASH FASTENER, MORTISE STRIKE AND
SCREEN HINGES:

3. COPPER FLASHING AND NAILING FIN BY
MANUFACTURER.

4. FINISH - DRIFTWOOD WTH OIL AND WIRE
BRUSHED.

C. GLAZING: REFER TO SECTION O8800 - GLASS
AND GLAZING.

1.04 INSTALLATION

SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION
1INSTRUCTIONS.

1.05 EGRESS WINDOWS

ALL BEDROOM WINDOWS SHALL COMPLY WTH
EGRESS REQUIREMENTS PER C.R.C. SECTION
R311 WITH MINIMUM NET CLEAR OPENABLE
AREA OF 5.7 SQUARE FEET. THE MINIMUM NET
CLEAR OPENABLE HEIGHT SHALL BE 24 INCHES,

AND THE MINIMUM NET CLEAR OPENABLE WIDTH
SHALL BE 20
INCHES. THE FINISHED SILL HEIGHT SHALL NOT
BE MORE THAN 44 INCHES ABOVE THE FLOOR.

FINISH HARDWARE

1.01 SCOPE

PROVIDE AND INSTALL FINISH HARWARE

1.02 FINISHES
A. MATERIALS SHALL BE AS SELECTED BY
OWNER.

B. THRESHOLDS SHALL BE ANODIZED ALUMINUM
WHITE OR BRONZE.

1.03 KEYNG
LOCKS SHALL BE INDIVIDUALLY KEYED. EACH
LOCK SHALL BE PROVIDED WTH TWO (2) KEYS.

1.04 BUTTS
DOORS SHALL HAVE A MINIMUM OF 1-1/2 PARI
BUTT HINGES. DOORS 1-3/4 INCHES THICK, UP
TO 36 INCHES IN WIDTH SHALL HAVE 4" X 4"
HINGES. DOORS 1-3/8 INCH THICK UP TO 36
INCHES IN WIDTH SHALL HAVE 3-1/2" x 3-1/2"
HINGES. EXTERIOR OUT-SWINGING BUTT HINGES

SHALL BE NON-FERROUS, WITH
NON-REMOVABLE PINS. NO LOW FREQUENCY
BUTT HINGES SHALL BE USED.

1.05 LOCK SETS AND LATCH SETS

STANDARD CLASS 'A' RESIDENTIAL DUTY

CYLINDRICAL LOCKS AND LATCHES WTH
WROUGHT TRIM. LOCKSETS SHALL HAVE A 2-3/4
INCH BACKSET WITH ONE-INCH DEADBOLTS.

TYPE OF LOCKSETS AND LATCH SETS

1.06 TYPE OF LOCKSETS AND LATCH SETS
A. ENTRY DOORS: SHALL BE SELECTED BY
OWNER.

B. INTERIOR DOORS: SHALL BE SELECTED BY
OWNER.

1.07 WEATHERSTRIPPING
A. EXTERIOR DOORS: SHALL BE COMPLETELY

WEATHERSTRIPPED AS MANUFACTURED BY
ZERO WEATHER STRIPPING CO.", SERIES 1 BY
"PEMKO". WESTERN WEATHERS TRIPPING
COMPANY", OR APPROVED ALTERNATE. FINISH
SHALL MATCH DOOR AND JAMB.

B. THRESHOLDS: FINISH AS SPECIFIED BY
OWNER

GLASS AND GLAZING

1.01 SCOPE

FURNISH AND INSTALL ALL GLAZING AND MIRRORS

OTHER THAN FACTORY GLAZED DOOR AND
WINDOWS PROVIDED BY OTHERS. GLAZING SHALL

BE INSTALLED DURING THE FINISH WORK
INSTALLATION.

1.02 QUALITY ASSURANCE

ALL GLASS SHALL CONFIRM TO THE RELATED
PROVISIONS FO FEDERAL SPECIFICATION DD-G-1403
FOR TEMPERED GLASS. GLAZING SHALL CONFORM
TO THE PROVISIONS OF THE "SAFETY STANDARD
FOR ARCHITECTURAL GLAZING MATERIAL" (16CFR
1201) ISSUED BY THE

CONSUMER PRODUCT SAFETY COMMISSION,
EFFECTIVEJULY 1977, AND CHAPTER 24 OF THE
CALIFORNIA BUILDING CODE.

1.03 MATERIALS
A. FLOAT GLASS SHALL BE FLAT DRAWN, 3/16 INCH
THINK, CLEAR DOUBLE STRENGTH "B" GLAZING
GRADE.

B. TEMPERED FLOAT CLASS SHALL BE 1/4 INCH
THICK CLEAR GLASS.

C. MIRRORS: AS SPECIFIED BY OWNER.

D. GLASS IN HAZARDOUS AREAS: TEMPERED GLASS.

E. DOORS: TEMPERED GLASS.

1.04 INSTALLATION

SHALL BE IN ACCORDANCE WTH THE RELATED
PROVSIONS OF THE "SAFETY STANDARD FOR
ARCHITECTURAL GLAZING MATERIAL" (16CFR 1201)

ISSUED BY THE CONSUMER PRODUCTS SAFETY
COMMISSION, EFFECTIVE JULY 1977 AND IN

ACCORDANCE WITH THE FLAT GLASS MARKETING
ASSOCIATION "GLAZING MANUAL" MANUFACTURER'S

INSTALLATION INSTRUCTIONS, AND AS INDICATED

ON THE DRAWINGS GLASS, AT TIME OF

INSTALLATION, SHALL NOT HAVE TONG MARKEINGS
OR "OIL CANNING".

LATH AND PLASTER

1.01 SCOPE

FURNISH AND INSTALL ALL PLASTERING WORK COMPLETE

INCLUDING, BUT NOT LMITED TO, GROUNDS, SCREEDS,
CASINGS, AND CORNER BEADS.

1.02 QUALITY ASSURANCE
A. CODE AND STANDARDS: COMPLY WTH APPLICABLE

REQUIREMENTS OF ALL GOVERNING COOES, AND CRC
R703.6.

B. WORK SHALL BE IN ACCORDANCE WITH APPLICABLE

REQUIREMENTS OF CALIFORNIA LATHING AND PLASTERING
CONTRACTOR'S ASSOCIATION INC. (CLPCA)
C. CONTRACTOR SHALL INSPECT APPLICATION PRIOR TO

SCRATCH COAT AND CAULK ALL HOLES OR TAKE OTHER

MEASURES AS REQUIRED TO SATISFACTORILY COVER
HOLES, GAPS, CRACKS, ETC.

1.03 MATERIALS
A. WALLS: 3-COAT STUCCO SYSTEM.

B. FINISH COAT: INTEGRAL COLOR STUCCO WTH FACTORY

PREPARED MINERAL PIGMENTS AND COLOR TO BE
SELECTED.

C. TEXTURE: AS SELECTED BY OWNER AND ARCHITECT.

D. WEEP/DRIP SCREED: MINIMUM 26 GAUGE G.I. WTH WEEP
HOLES
E. CORNER BEAD: MILCOR RIGID BEAD (SQUARE) .10 OR
APPROVED ALTERNATE.

GYPSUM BOARD

1.01 SCOPE

FURNISH AND INSTALL ALL GYPSUM WALLBOARD WORK
COMPLETE INCLUDING, BUT NOT liMITED To, TAPING,
CORNER BEADS, AND TEXTURE.

1.02 QUALUTY ASSURANCE
A. GYPSUM ASSOCIAION GA-216 "RECOMMENDED

SPECIFICATIONS FOR APPLICATION AND FINISH OF GYPSUM
BOARD".

B. SECTION 2506.1 AND 2506.2 - CBC.

1.03 GYPSUM BOARD MATERIALS
A. FIRE RATED CYPSUM BOARD: ANSI/ASTM C36: TYPE "X",
FIRE RESISTIVE TYPE UL RATED: 5/8 INCH THICK, MAXIMUM

PERMISSIBLE LENGTH, ENDS SQUARE CUT, TAPERED
EDGES.

B. FASTENING: PER CODE (SHEAR WALLS: SEE STRUCTURAL
DRAWINGS FOR SPECIAL NAILING REQUIREMENTS). USE
TYPE "S" SCREWS AT RESILENT CHANNELS.

C. RESILENT CHANNELS: USE GYPSUM #RC-1 OR EQUAL.

D. WATER RESISTENT GYPSUM BOARD AT SHOWERS, WATER

CLOSETS AND OTHER AREAS ALLOWED PER SECTION
2506.2, CBC OR AS NOTED ON THE DRAWINGS.

1.04 ACCESSORIES
A. CORNER BEADS SQUARE AND/OR ROUNDED WALLBOARD

CORNER BEADS MANUFACTURERED OF GALVANIZED IRON
WTH PREFORMED FLANGES, ANSI-CB OR ANSI-CB-PF.

B. EDGE TRIM OR CASING BEAD: STANDARD WALLBOARD

EDGE TRIM MANUFACTURED OF GALVANIZED IRON WITH

PERFORATED FLANGES, ANSI-UB SQUARE NOSE, SIZE AS
REQUIRED FOR THICKNESS OF WALLBOARD.

C. FASTENERS: AS RECOMMENDED BY MANUFACTURER OF
CYPSUM WALLBOARD APPLIED.

D. ACOUSTICAL CAULKING: WATER-BASE OR PVA FOAM,
NON-BLEEDING OR STAINING ACOUSTICAL CAULKING.

1.05 WORKMANSHIP
A. ALL JOINTS IN FINISHED SURFACES SHALL BE TAPED AND
FINISHED WMTH JOINT CEMENT. REINFORCE ALL CORNERS.

B. PROVIDE METAL TRIM AT ALL EXPOSED EDGES AND
EXTERNAL CORNERS.

C. TRIM SHALL BE TIGHT TO WALLBOARD EDGES, PLUMB,
LEVEL AND TRUE TO PLANE, SECURELY ATTACHED.

D. CONCEAL EXPOSED NAIL OR SCREW HEAD WTH JOINT
COMPOUND.

E. NAILS SHALL BE ANNULAR RING (GWB-54) CONFORMING
TO ASTM C380-58T. THE CONTRACTOR AT HIS OPTION MAY
USE WALLBOARD SCREWS IN LIEU OF NAILS. SCREWS MAY

BE USED IN ADDITION TO NAILS AT REQUIRED SHEAR WALLS,
BUT NAILS MAY NOT BE DELETED.

F. WRAP ALL EXPOSED WOOD BEAMS, POSTS, ETC UNLESS
OTHERWISE NOTED ON THE DRAWINGS.

G. ALL UNITS SHALL BE FIRESTOPPED AND TAPED PER
CODES (10' EACH WAY UNLESS NOTED OTHERWISE ON THE
DRAWINGS).

1.06 FINISHES
A. WALLS: REFER TO FINISH SCHEDULE.

B. CEILINGS: REFER TO FINISH SCHEDULE.

No. Description Date

SEALANTS AND CAULKING

1.07 OTHER MATERIALS
A. PRIMER: AS RECOMMENDED BY SEALANT

MANUFACTURER FOR USE WITH SEALANT AND FOR

APPLICATION ONTO THE VARIOUS TYPES OF MATERIALS
TO WHICH SEALANT IS APPLIED.

B. CLEANERS: WHERE REQUIRED, IN LIEU OF PRIMERS,

USE THOSE RECOMMENDED BY SEALANT
MANUFACTURER.

C. JOINT FILLER: MUST BE COMPATIBLE WITH SEALANT

USED AND AS RECOMMENDED BY SEALANT
MANUFACTURER.

1. OPEN CELL NEOPRENE OR PLASTIC FOAM ROD.

2. FELT TAPE: MIL-F-565A, PRESSURE-SENSITIVE
ADHESIVE WTH INTERLINER ON ONE FACE, 1.5MM THICK.

3. CAULKING BEAD OR TAPE: APPROVED NON-DRYING

ELASTIC POLYMER TYPE WTH INORGANIC FILLER FOR
OPTIONAL USE IN PLACE OF FELT TAPE.

4. EXTRUDED NEOPRENE: ASTM D750

5. FILLERS AND BACKING SHALL BE FREE FROM OIL OR

OTHER STAINING ELEMENTS AND COMPATIBLE WITH THE
SEALANT USED. CAKUM' AND OTHER TYPES OF

ABSORPTIVE MATERIALS SHALL NOT BE USED,

INCLUDING MATERIALS IMPREGNATED WTH SOLVENT OR
BITUMIOUS MATERIALS. FILLER AND BACKING MATERIAL
SHALL BE OF A COMPRESSIBLE NATURE.

1.08 APPLICATION
A. APPLY IN ACCORDANCE WITH MANUFACTURER'S AND

TRADE ASSOCIATION'S RECOMMENDED INSTALLATION
INSTRUCTIONS AND AS NOTED ON THE DRAWINGS.

B. JOINT DIMENSIONS: NO JOINT SHALL BE LESS THAN 1/4
INCH WIDE. DEPTH OF SEALANT SHALL NOT BE GREATER
THAN THE WIDTH NOT LESS THAN 1/4 INCH. FOR JOINTS

ONE INCH WDE OR GREATER, DEPTH OF SEALANT SHALL
BE AT LEAST 1/2 THE WIDTH.

C. JOINT PREPARATION:

1. PERFORM IN STRICT ACCORDANCE WTH

MANUFACTURER'S APPLICATION INSTRUCTIONS,
INCLUDING CLEANING AND PRIMING.

2. REMOVE PROTECTIVE COATING FROM ALUMINUM

COMPONENTS SO THAT SEALANT ADHERES TO BASE
METAL.

D. JOINT FILLER: USE WHERE JOINTS ARE DEEPER THAN
1/2 INCH. POSITION ACCURATELY INSIDE JOINT TO WIHIN
12MM OF SURFACE, TO ESTABLISH AND CONTROL THE
UNIFORM DESIGNED THICKNESS OF SEALANT. WHERE
JOINTS ARE OVER 3/4 INCH WIDE, PLACE FILLER SO THAT

DEPTH OF JOINT TO RECEIVE SEALANT DOES NOT
EXCEED 1/4 INCH.

E. SEALANT PLACING: APPLY MATERIAL WTH SUFFICIENT

PRESSURE TO COMPLETELY FILL THE VOID SPACE TO

ASSURE COMPLETE WETTING OF CONTACT AREA AND TO
OBTAIN UNIFORM ADHESION DURING APPLICATION. KEEP

TIP OF NOZZLE AT BOTTOM OF JOINT FORCING SEALANT
TO FILL FROM BOTTOM OF JOINT TO TOP. FINISH JOINTS

SMOOTH AND FLESH WITH ADJACENT SURFACE UNLESS
DETAILED OTHERWISE.

MODIFICATION OF THE SEALANT BY ADDITION OF
LIQUIDS, SOLVENTS, OR POWDERS IS NOT PERMITTED.

Page 135 of 159 ends

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DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:18:21 PM
GN-105

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

RESILIENT FLOORING

1.01 SCOPE

FURNISH AND INSTALL ALL RESIIENT FLOORING MATERIAL
COMPLETE AS SCHEDULED.

1.02 MATERIALS
A. VINYL COMPOSITION TILE: AS SELECTED BY DEVELOPER.

B. SHEET INYL: AS SELECTED BY DEVELOPERS.

C. SURFACES SHALL BE PRIMED AS RECOMMENDED BY
MANUFACTURER.

D. MATERIALS SHALL BE INSTALLED IN ACCORDANCE WTH
MAUFACTURER'S INSTRUCTINONS.

PAINTING

1.01 SCOPE

FURNISH ALL LABOR AND MATERIALS TO COMPLETE

PAINTING AND FINISHING WORK INCLUDING PREPARATION
OF SURFACES. FACTORY-PRIMED MATERIALS DO NOT
REQUIRE PREPARATION OF SURFACES; HOWEVER,

CONTRACTOR SHALL VERIFY THAT FACTORY-PRIMED
SURFACES ARE ACCEPTABLE FOR INSTALLATION.

1.02 MATERIALS
A. SUBMIT LIST OF MATERIALS AND MANUFACTURER TO
OWNER OR ARCHITECT FOR APPROVAL.

B. ALL MATERIALS SHALL BE DELIVERED TO THE SITE IN
SEALED ORIGINAL MANUFACTURER'S CONTAINERS.

C. PAINT: SINCLAIR, DUNN-EDWARDS, OLD QUAKER, OR
APPROVED ALTERNATE.

1.03 COLORS

AS SELECTED BY THE OWNER AND APPROVED BY THE
ARCHITECT.

1.04 PREPARATION OF SURFACES
A. SURFACES SHALL BE CLEAN. DRY, IN SUITABLE
CONDITION, AND FINISH READY. REMOVE ALL ANTI-BONDING

ELEMENTS INCLUDING, BUT NOT LIMITED TO, OIL GREASE,

BOND BREAKING AGENTS, DUST, MILL SCALE AND
EFFLORESCENCE.

B. CRACKS, HOLES, AND KNOTS SHALL BE FILLED, SANDED
SMOOTH, AND SEALED. WOOD SURFACES, EXCEPT RESAWN
WOOD, SHALL BE SANDED PERFECTLY SMOOTH. SANDING
DUST SHALL BE COMPLETELY REMOVED.

C. HARDWARE SHALL BE MASKED OR REMOVED PRIOR TO
PAINTING.

1.05 WORKMANSHIP
A. EACH COAT SHALL BE UNIFORMLY APPLIED, WELL

BRUSHED-OUT AND FREE OF BRUSH MARKS, RUNS, SAGS
OR SKIPS.

B. PAINT FINISHES SHALL BE CUT SHARPLY TO LINE.

PROTECT ADJACENT SURFACES.

C. MIX AND APPLY PAINT AND STAINS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTONS.

1.06 PAINT SCHEDULE
(SEE SCOPE)

MISCELLANEOUS SPECIALTIES

1.01 SCOPE

PROVIDE AND INSTALL SPECIALITIES COMPLETE AND
OPERABLE.

1.02 MATERIALS
A. HOUSE NUMBERS: NON-CORROSIVE METAL NUMBER AS
SELECTED BY OWNER AND ARCHITECT.

B. MAILBOXES: AS SELECTED BY OWNER AND ARCHITECT.

1.03 INSTALLATION
A. INSTALL MISCELLANEOUS BUILDING SPECIALTIES IN

ACCORDANCE WITH MANUFACTURER'S PRINTED
INSTALLATION INSTRUCTIONS. WORK SHALL BE SET PLUMB,

LEVEL, AND TRUE TO LINE AND SHALL REPRESENT A NEAT
AND FINISHED APPEARANCE. INCLUDE SETTING EACH ITEM

IN ITS CORRECT

PLACE, FASTENING IT, BUILDING IT IN, CONNECTING IT

AND/OR INCORPORATING IT INTO OTHER PORTONS OF THE

WORK, AS EACH ITEM MAY REQUIRE AND TESTING AND

OPERATING EQUIPMENT IF REQUIRED TO ASSURE PROPER
FUNCTIONING.

B. BACKING PLATES AND ANCHORS: THE WORK OF THIS

SECTION SHALL INCLUDE THE FURNISHING OF BACKING

PLATES, ANCHORS, AND FASTENERS REQUIRED BY

INSTALLING AND ANCHORING THE MISCELLANEOUS
EQUIPMENT SPECIFIED HEREIN.

TOILET ACCESSORIES

1.01 SCOPE
PROVIDE AND INSTALL ALL BATHROOM ACCESSORIES.

1.02 MATERIALS

PROVIDE RESIDENTIAL BATHROOM ACCESSORIES PER THE
DRAWINGS AND AS SELECTED BY THE OWNER.

1.03 INSTALLATION

INSTALL TOILET ACCESSORIES IN ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTALLATON INSTRUCTIONS.

WORK SHALL BE PLUMB, LEVEL AND TRUE TO LINE AND
SHALL PRESENT A NEAT AND FINISHED APPEARANCE.

INSTALL WTHOUT SCRATCHING OR OTHERWISE DEFACING

ANY PORTION OF
THE EXPOSED WALL SURFACES. NECESSARY SCREWS AND

ATTACHMENTS SHALL BE CONCELED AND FURNISHED WITH
THE ACCESSORIES. INSTALL USING "MOLLY-TYPE"
ANCHORS. USE STAIN-LESS STELL MACHINE SCREWS FOR

CONNECTIONS COORDINATE EXACT LOCATIONS OF
BACKING PLATES WITH RELATED TRADES.

EQUIPMENT

RESIDENTIAL KITCHEN

1.01 SCOPE

PROVIDE AND INSTALL ALL KITCHEN EQUIPMENT, AS
SELECTED BY THE OWNER.

1.02 MATERIALS

PROVIDE THE RESIDENTIAL KITCHEN EQUIPMENT PER THE
DRAWINGS AND AS SELECTED BY THE OWNER.

1.03 INSTALLATION

INSTALL RESIDENTIAL EQUIPMENT IN ACCORDANCE WITH

MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS

WORK SHALL BE SET PLUMB, LEVEL AND TRUE TO LINE AND
SHALL PRESENT A NEAT AND FINISHED APPEARANCE.

INCLUDE SETING EACH ITEM IN ITS CORRECT PLACE

FASTENING IT, BUILDING IT IN, CONNECTING IT AND/OR

INCORPORATING IT INTO OTHER PORTIONS OF THE WORK,

AS EACH ITEM MAY REQUIRE AND TESTING AND OPERATING
EQUIPMENT IF REQUIRED TO ASSURE PROPER FUNCTION.

FURNISH BACKING PLATES, ANCHORS, AND FASTENERS

REQUIRED FOR INSTALLING AND ANCHORING THE
MISCELLANEOUS EQUIPMENT SPECIFIED HEREIN.

PLUMBING

REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.

1.01 SCOPE
SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS, ETC.,

FOR INSTALLATION OF COMPLETE PLUMBING SYSTEM TO

OPERATE ACCORDING TO THE BEST PRACTICES OF THE
TRADE. INCLUDING, BUT NOT LIMITED TO, FIXTURES, HOT

AND COLD WATER PIPING, SOIL AND VENT PIPING, WATER
HEATERS, PIPE INSULATION, PERMITS, ETC.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS

1. CALIFORNIA BUILDING CODE - CURRENT EDITION

2. CALIFORNIA PLUMBING CODE CURRENT EDITION

3. LOCAL ORDINANCES, REGULATIONS, AND/OR CODES

CURRENT EDITION

1.03 PLUMBING DRAWINGS

REFER TO DRAWINGS BY SUBCONTRACTOR OR LICENSED
ENGINEER FOR ACTUAL LAYOUT AND GENERAL NOTES.

1.04 PLUMBING FIXTURES
AS SELECTED BY ONER.

1.05 PLUMBING FASTENERS

WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A
METAL TIE MIN. O.058" THICK (16 GAUGE GALVANIZED)) AND
1-1/2" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS

AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN
6-16D NAILS.

REFER TO CRC (R602.6.1).

1.06 INSTALLATION
A. ROUGHING-IN SHALL BE COMPLETED, TESTED AND
APPROVED BEFORE COVERING WITH OTHER WORK.

B. OPENINGS IN PIPES, DRAINS, AND FITTINGS SHALL BE
KEPT COVERED DURING CONSTRUCTION.

C. PROVIDE SOLID BACKING FOR SECURING FIXTURES.

D. PROVIDE CLEAN-OUTS AT ENDS OF ALL LINES AND WHERE
REQUIRED BY CODES.

E. SLOPE GAS PIPING NOT LESs THAN 1 INCH IN 15 FEET.

F. COPPER TUBING SHALL BE FULLY SWEATED TO FITTINGS.

G. BLACK IRON AND GALVANIZED IRON PIPE JOINTS SHALL BE
MADE WITH APPROVED PIPE THREAD COMPOUND.

H. PROVIDE SHUT-OFF VALVES AT EACH FIXTURE.

J. CLEAN-OUT HUBBS SHALL BE INSTALLED FLuSH WITH FACE
OF WALL OR CABINET.

K. ALL GAS PIPING SHALL BE STRAPPED PER CODE.

L. PROVIDE SEISMIC STRAPS AS REQUIRED AT WATER
HEATERS AND OTHER APPLIANCES PER GOVERING CODE.

HEATING AND AIR...

REFER TO MECHANICAL DRAWNGS FOR ADDITIONAL
INFORMATION.

1.01 SCOPE
SUPPLY ALL LABOR, TRANSPORTATION. MATERIALS, ETC.,

FOR INSTALLATION OF COMPLETE HEATING AND

VENTILATING SYSTEM TO OPERATE ACCORDING TO BEST
PRACTICES OF THE TRADE. ALL WORK, MATERIALS, ETC.,

SHALL COMPLY WITH ALL REQUIREMENTS OF ALL

GOVERNING AGENCIES HAVING JURISDICTION OVER THE
PROJECT.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS

1. CALIFORNIA MECHANICAL CODE - CURRENT EDITION.

2. LOCAL ORDINANCES, REGULATION, AND/OR CODES -
CURRENT EDITION.

ELECTRICAL

REFER TO ELECTRICAL DRAINGS FOR ADDITIONAL
INFORMATION.

1.01 SCOPE
SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS ETC.,

FOR INSTALLATION OF COMPLETE ELECTRICAL SYSTEM TO

OPERATE ACCORDING TO THE BEST PRACTICES OF THE

TRADE AND INCLUDING, BUT NOT LIMITED TO, FIXTURES,

APPLIANCES, WIRING, SWITCHES, RECEPTACLES,

TELEVISION JACKS, SERVICE,

GROUNDS, TEMPORARY POWER, JUNCTION BOXES,
CONDUIT, SUB-PANELS, ETC. ALL WORK, MATERIALS ETC.,

SHALL COMPLY WITH ALL REQUIREMENTS OF ALL

GOVERNING AGENCIES HAVING JURISDICTION OVER THE
PROJECT.

1.02 QUALITY ASSURANCE
A. CODES AND STANDARDS

1. CALIFORNIA ELECTRICAL CODE - CURRENT EDITION.

2. LOCAL ORDINANCES, REGULATIONS, AND/OR CODES
CURRENT EDITION.

1.03 ELECTRICAL EQUIPMENT

1. CHIMES: AS SELECTED BY THE OWNER

2. LIGHT FIXTURES: AS SELECTED BY THE OWNER.

3. EXHAUST FANS: AS SELECTED BY THE OWNER.

4. APPLIANCES: AS SELECTED BY THE OWNER.

5. LUMINOUS CEILINGS: AS SELECTED BY THE OWNER.

6. SMOKE DETECTORS: AS SELECTED BY THE OWNER TO
CONFORM TO CRC R314.3, R314.4 & R314.5.

No. Description Date

Page 136 of 159 ends

1/8" / 1'-0"
17 SF
PLANTS - 17 SF
Rocks, Mulch & Plants Area = 185 SQFT
Rocks, Mulch & Plants Area = 487 SQFT
Rocks, Mulch & Plants Area = 345 SQFT
Rocks, Mulch & Plants Area = 110 SQFT
email: [email protected]
Scale
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DAGHER

DEVELOPMENT

LANDSCAPE
LAYOUT
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

PROJECT DATA

ZONING CMU (COMMERCIAL MIXED USE)
AREA OF SITE +/- 7512 S.F.

AFFORDABLE

HOUSING
10% OF THE RESIDENTIAL UNITS ARE ALLOCATED FOR LOW
INCOME/AFFORDABLE HOUSING. OUT OF THE TEN UNITS, THERE WILL BE ONE UNIT ALLOCATED FOR LOW INCOME AFFORDABLE HOUSING.

BLDG SETBACKS REQUIRED PROVIDED
FRONT 0'-0" 0'-0"
REAR 22'-0" 23'-0"
LEFT FIRST FLOOR 5'-0" 5'-0"
LEFT SECOND FLOOR AND ABOVE 10'-0" 10'-0"
RIGHT (SD YARD) 5'-0" 5'-0"
PERVIOUS (LANDSCAPE) AREA in SQFT 1125 S.F. 1381 S.F.

LANDSCAPE AREA in Percentage % (15%) (18%)
IMPERVIOUS AREA - 6131 S.F.

ELEVATOR COUNT 1 1
SOLAR POWER, 60 MODULES @ 370W EACH = 22KW N/A 22KW
MAXIMUM HEIGHT 40'-0" 40'-0"
HEIGHT OF ROOF RAILS N/A 4'-0"
Affordable Housing Units at 10% 1 1
COMMERCIAL (SINGLE UNIT) N/A 842 S.F.

LEVEL 1 - TWO RESIDENTIAL UNTIS N/A 3407 S.F.

LEVEL 2 - FOUR RESIDENTIAL UNITS N/A 4298 S.F.

LEVEL 3 - FOUR RESIDENTIAL UNITS N/A 4289 S.F.

RESIDENT (TEN UNITS) - 11994 S.F.

FIRE HYDRENT DISTANCE 150'-0" 140'-0"
DENSITY BOUNS AREA - TOTAL OF 3 UNITS (101, 203, 303) - 3454 S.F.

RESIDENTIAL PARKING SPACES (1.5 SPACES X 10 UNITS) 11 11 HANDICAP PARKING 1 1
COMMERCIAL PARKING 0 0
Off-street parking 2 2

IN COMPLIANCE WITH COMMERCIAL DESIGN
GUIDELINES 5.2, THE FRONT IS MIN. 60% CLEAR GLASS
399 SQ FT 404 SQ FT

LEGAL DESCRIPTION
Real property in the City of Imperial Beach, County of San Diego, State of California, described as follows:

LOTS 11 AND 12 IN BLOCK 20 OF SOUTH SAN DIEGO, IN THE CITY OF

IMPERIAL BEACH, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 5, 1887, TOGETHER WITH THE EASTERLY 10 FEET OF FLORENCE (5TH) STREET ADJOINING SAID LAND ON THE WEST VACATED BY RESOLUTION NO. 1439, RECORDED NOVEMBER 4, 1968 AS FILE NO. 193024 OF OFFICIAL RECORDS.

LAND-USE / ZONING

CMU - COMMERCIAL MIXED USE

ASSESSOR'S PARCEL NUMBER
626-242-22-00
No. Description Date
1/8" = 1'-0" 1 Garden layout
NOTE: 6' CMU BLOCK WALL ON THE NORTH SIDE. WALL REMOVED FROM IMAGE FOR PARKING VISIBILITY.

RAIN WATER WILL BE DRAINED TO THE NORTH SIDE LANSCAPE

Page 137 of 159 ends

email: [email protected]
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:24:17 PM
LS-101

LANDSCAPE
LAYOUT
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
KEYNOTE - 1 KEYNOTE - 2
KEYNOTE - 3
KEYNOTE - 4 KEYNOTE - 5 KEYNOTE - 6 KEYNOTE - 7 KEYNOTE - 8 Pervious Surface covered with
large rocks & mulch where
required:

Large Size Decorative Rock:

Scattered as shown in the
Pervious area.

A - Carolina Cherry Trees:

B - Japanese Blueberry Trees:

Planted in a 60 gallons pot in area
as shown in the plan. Total trees
required: 15 of A & 15 of B
Confederate Large Leaf Jasmine
(Star Jasmine):

Expandable Willow Trellis with Gardenia
Leaf. installed againset the property fance
and used to grow planted Jasmine.

Total plants required: 10 plants
Storm Drain FSD-090-K
Installed in Perviuous area as shown.

Total count required: 9
Storm Drain FSD-090-k 9-inch Square
Catch Basin and Green. Grate Drain
Box Grate kit with Debris trap Filter:
- Fits 3" & 4" sewer & drain pipe and
fittings, corrugated pipe & Sch 40 PVC
- Catch basin kit includes double outlet
catch basic, grate, 2 universal
adapters and 1 plug
- Sump area collects debris to
help prevent clogged pipes
- Capacity: 2.4 U.S. Gallons
- Designed for maximum durability
and drainage
- Preferred by homeowners, landscape
architects, designers and contractors
- Commercial grade polypropylene
- Outlet: 2 outlets with 3 additional
knockouts available.
1803VAN - 3 in. Pop-up
Bubler Head -
Variable Arc Nozzle (0-360
Degree):

Installed in area as shown,
and the front.

Total count required: 38
- Bubler Head to water the trees
with very low water
consumption.
- 3 in. pop-up height
- Top adjustment screw.
- Pre-installed variable arc
pattern
(0-360 Degree) nozzle
- No tools needed to change
nozzle
and screen
- Made in the USA
- Large size rocks - 8" inches rocks
and larger.
- Mulch around Trees and Plants
where required.
- Growing Zones: 6-10'
- Grows fully and densely. After
your Carolina Cherry (A) &
Japanese Blueberry (B)
acclimates to your landscape and
builds healthful roots, you’ll get a
thick, richly-hued green wall. Plus,
subject trees A & B have sturdy
branching that ensure long-lived,
consistent results.
- Trees will be planted in a pot
or in ground ground.
- Heritage Square Box Planter: 4
Sizes.
- Trees will be watered by a
dripper or Pop-up Bubler system Approximatly 12" X 12" X 6"H Rock to decorate Pervious
surface area.

A - 2.5 Qt. Drought Tolerant Dianelle
Revoluta. (Evergreen Plant)
B - 2.5 Qt. Drought Tolerant Cordyline Red
Sensation.

C- 2.5 Qt Drought Tolerant Helen von Stein
Lamb's Ear. (EverGreen)
PLANTS A, B, & C are planted where
shown in the plan Total requried: 20 of each
kind. Total of 60 Plants
Concrete:

Installed in Upper Parking &
Driveway:

Total SQFT required: 3500 SF
No. Description Date
1 3D Landscape View

PREVIOUS SURFACING

IMPREVIOUS SURFACING
6 Feet Wood Fence located on the South
side of the property.

Fence will be covered by A green drought
tolerant Jasmine Leafs.

ABC
1 5
8 7
21 3
4 8
75 3
4 2
6 1
4 1
4 3
2 3
5 42
1 9
46 7
7 1
AB
A - Dianelle Revoluta - total of 20 plants
B - Cordyline Red Sensation - total of 20 plants
C - Helen von Stein Lamb's Ear - total of 20 plants
Planted in a 3 gallons pot
in area as shown in the plan. 9
KEYNOTE - 9
6 Feet CMU BLOCK WALL
located on the North
side of the property.

KEYNOTE - 2
C - Brisbane Box Trees:

D - Sweet Shade Trees:

Planted in a 60 gallons pot in
area as shown in the plan. Total
trees required: 2 of C & 2 of D C D
- Growing Zones: 6-10'
- Grows fully and densely. After
your Brisbane (C) & Sweet
Shade (D) acclimates to your
landscape and builds healthful
roots, you’ll get a thick, richlyhued green wall. Plus, subject trees C & D have sturdy
branching that ensure longlived, consistent results.
- Trees will be planted in a pot
or in ground ground.
- Heritage Square Box Planter:
4 Sizes.
- Trees will be watered by a
dripper or Pop-up Bubler
system

Page 138 of 159 ends

email: [email protected]
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:24:25 PM
LS-102

LANDSCAPE PLAN

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
IRRIGATION AND GENERAL...
1 IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT

SHOWN IN PAVED AREAS IS THERE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ADJACENT PLANTED AREAS.
2 INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT

REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR.
3 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WTH
MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS.
4 BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN
ACCORDANCE WITH LOCAL CODES.
5 IRRICATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION.
6 ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS AND STREETS, AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. ALL

CONTROL WIRE GOING UNDER DRIVEWAYS
AND STREETS SHALL BE SLEEVED IN A PVC PIPE WITH 18" OF COVER.

LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC. WITH 18" OF COVER.
7 ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH

WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER, AWG # 14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS INSTALL 2 WIRE SYSTEMS PER
CONTROLLER MANUFACTURER SPECIFICATION.
8 ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR

SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE

UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY

SETTLED TRENCHES BACK TO FINISH GRADE
9 CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION/SPRINKLER HEADS.
10 CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL

ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE.
11 CONTRACTOR SHALL ADJUST ALL SPRINKLERS HEADS AND VALVES FOR

PROPER OPERATION AND COVERAGE AS SPECIFIED ON THE

IRRIGATION LEGEND HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18" INCHES FROM INSIDE FACE OF CURB.

ALL SPRINKILERS HEADS SHALL BE ADJUSTED SO THAT NO WATER IS

THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS,
NO OVERTHROW IS PERMTTED ON HARDSCAPE.
12 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER.

CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE.
13 LANDSCAPE ARCHITECTS SHALL APPROVE ALL IN-FIELD DESIGN

CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO

GUARANTEE DESIGN COVERAGE OF HEADS OR THE IRRIGATION

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE
IRRIGATION COVERAGE.
14 LANDSCAPE ARCHITECTS SHALL NOT BE RESPONSIBLE FOR IMPROPER

OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN

PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN-FIELD DESIGN CHANGES.
15 LANDSCAPE ARCHITECTS IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS THE RESPONSIBILITY OFTHE

CONTRACTOR

IRRIGATION SPECIAL NOTES
1 SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED

NEXT TO A WALL, A FENCE OR OTHER AREA WHERE THEY
ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT POP-UP

SPRINKLER HEAD SHALL BE INSTALLED ADJACENT TO ALL

WALKS, DRIVES, PATIO AREAS AND ALL AREAS ADJACENT TO
PEDESTRIAN TRAFFIC.

FINAL INSTALLATION IN LAWN SHALL BE FLUSH AND IN
SHRUB BEDS ONE INCH ABOVE GRADE.
2 CONTRACTOR SHALL PROVIDE 2 EMITTERS/TREE BUBBLERS
AT THE EDGE OF THE ROOT BALL FOR FOR ALL TREES.

EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR

AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE
ARCHTECT.
3 POP-UP SPRAY SPECIFICATIONS:

A. LAWN - TWO OR THREE INCH POP-UP BODY IN STANDARD
TURF
B. ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY
C. SHRUBBERY SIX OR TWELVE INCH POP-UP BODY
D. GROUNDCOVER THREE OR FOUR INCH POP-UP BODY

FOR LOW GROWING TYPES, FOUR OR SIX INCH POP-UP FOR
TALLER TYPES.

NOTE: GROUNDCOVER SPECOFOED AS ONE GALLON SHALL
BE PALNTED PER THE SHRUB DETAIL.

IRRIGATION WORK OWER'S RESPONSIBILITIES
1 CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE

FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL IRRIGATION EVALUATIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE

CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB
SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT.

THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT EVALUATION ROLE

TO THE OWNER (JOB STUPERINTENDENT), PROVIDING INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2 DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER (JOB

SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING

PROPERTY LINES, RIGHTS-OF-WAY, TRACT BOUNDARIES GRADES

EASEMENTS, UTILITY LOCATIONS ABOVE AND BELOW GRADE) AND ANY

OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE

SUCCESSFUL
COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED

TO PROCEED WTH ANY WORK WTHOUT DETERMINATION OF THE ABOVE FACTS.
3 SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS,

DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT. IT IS THE OWNERS (JOB SUPERINTENDENTS) RESPONSIBILITY TO cONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY

FURTHER WORK IN THAT AREA ANY UNREPORTED DISCREPANCY AND

CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE

OWNER SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE.
4 CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO

INTERPRETATION OF THE SPECIFICATIONS, QUALITY OF WORK AND

ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT

SHALL BE DECIDED CONCURRENTLY BY THE OWNER (JOB
SUPERINTENDENT) AND OWNER.

IRRIGATION GENERAL NOTES
1 THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES

AND DETAILS ON THE DRAWINGS/PLANS
2 ALL WORK MUST BE COMPLETED BY LICENSED
CONTRACTORS.
3 OIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL

TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL
COMPOSITION. "HOT SOIL, (SOIL WITHA PH OF 7 OR HIGHER)
MuST BE TREATED AS DESCRIBED IN THE CONCRETE AND

PLANTING SECTIONS EXPANSIVE SOIL MUST BE TREATED OR

REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND
EXCESS WATER RETENTION IN PLANTING AREAS.
4 SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED

FOR THIS PROJECT, ALL EXCAVATION, GRADING,
AMENDMENTS, COMPACTION, ETC. SHALL BE

ACCOMPLISHED AND PERFORMED IN ACCORDANCE WTH

THE SOILS
REPORT. THE SOILS REPORT IS HEREBY MADE A PART OF

THESE DRAWINGS AND THE RECOMMENDATIONS

CONTAINED THEREIN ARE TO BE FOLLOWED AND

CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT

REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS
OR SPECIFICATIONS.
5 CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND
WORKER'S COMP. INSURANCE TO THE OWNER.
6 LIABLE FOR ENCROACHMENT: CONTRACTOR IS

RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT
PROPERTY. EASEMENTS AND KNOWLEDGE OF THE LEGAL

PROPERTY RESTRICTIONS, WHETHER MARKED OR
UNMARKED.
7 COORDINATION: CONTRACTOR IS RESPONSIBLE FOR

COORDINATION WITH ALL OTHER TRADES, THROUGH THE
GENERAL CONTRACTOR.(IF APPLICABLE)
8 NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD

CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE

DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION

AND COST OF THE PROJECT SHALL BE REPORTED TO

THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY, ALL

WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL

THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER
OR THE LANDSCAPE ARCHITECT IN WRITING. ANY

CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE
CONTRACTOR'S RISK AND EXPENSE.
9 LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE

FOR DAMAGE CAUSED BY ITS WORK OR ITS
SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION.

IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW,
MARKED

OR UNMARKED, AND SHALL REPLACE OR REPAIR DAMAGE IN
A MANNER ACCEPTABLE TO THE OWNER.
10 LIABLE FOR LOSS: THE CONTRACTOR SHALL BE

RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS

EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT

UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN
WRITING FROM THE OWNER.
11 SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT: DUE

TO THE NATURE OF THE CONSTRUCTION PROCESS, ALL

CONSTRUCTION WORK INCLUDES DEVIATION FROM THE
PLANS/APPROVED DESIGN. IT IS IMPERATIVE THAT THE

LANDSCAPE CONTRACTOR MAINTAIN REGULAR

COMMUNICATION WITH LANDSCAPE ARCHITACT, AND THAT

ANY PROPOSED DEVIATION FROM THESE CONSTRUCTION

DOCUMENTS BE DISCUSSED IN ADVANCE WITH LANDSCAPE
ARCHITACT.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

REQUEST A SITE OBSERVATION BY LANDSCAPE ARCHITACT

TO OBSERVE ANY WORK WHICH DEVIATES FROM THE
CONSTRUCTION DOCUMENTS.

IRRIGATION WORK CONTRACTOR RESPONSIBILITIES
1 SCOPE OF WORK THE CONTRACTOR SHALL PROVIDE ALL

LABOR, MATERIALS, TRANSPORTATION AND SERVICES

NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION
SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
2 CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO
APPLICABLE LOCAL, COUNTY AND/OR STATE CODES.

REGULATIONS AND RULES.
3 PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN,

COORDINATE AND PAY FOR ANY AND ALL PERMITS FEES AND
AGENCY INSPECTIONS AS REQUIRED.
4 ITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE

CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND

DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE

THE INTENDED DESIGN OF THE
IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE

IMMEDIATELY REPORTED TO THE OWNER (JOB
SUPERINTENDENT).
5 POINT OF CONNECTION VERIFICATION: THE CONTRACTOR

SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO METER (P.0.C) AT EACH POINT OF CONNECTION. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE INSTALLATION OF THE METER, IF APPLICABLE.
6 FIELD STAKING PRIOR TO INSTALLATION. THE CONTRACTOR

SHALL LOCATE, BY STAKES OR OTHER MEANS, ALL PRESSURE

SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER

DELINEATIONS AND HEADS FOR APPROVAL BY THE

OWNER (JOB SUPERINTENDENT)
7 INTENDED DESIGN COVERAGE THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MODIFICATION OR REVISIONS OF THE

SYSTEM AS NECESSARY TO MAINTAIN THE DESIGN OF

CONTRACT DOCUMENTS ANY DEVIATION FROM THE CONTRACT

DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF
THE OWNER AND LANDSCAPE ARCHITECT.
8 IRRIGATION PLANS THE IRRIGATION PLANS, INCLUDING PIPING

AND EQUIPMENT LOCATIONS, ARE DRAWN SCHEMATICALLY THE

CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE

SYSTEM, AS REQUIRED TO AVOID
PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS.

IN ALL CASES, THE CONTRACTOR SHALL INSURE THAT THERE

ARE NO CONFLICTS BETWEEN THE IRRICATION SYSTEM,

PLANTING AND CONSTRUCTION ELEMENTS, AND EXISTING
UTILITIES.
9 ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM
POWER SOURCE TO CONTROLLERS WHERE APPLICABLE.
10 AS-BUILT THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH

SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM
THE ORIGINAL DRAWINGS. BEFORE THE TIME OF

THE FINAL INSPECITON, THE CONTRACTOR SHALL TRANSFER
ALL INFORMATION FROM THE "AS-BUILT SET, AND FIELD STAKING

OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL

WIRE LOCATION, TO A CLEAN PRINT, PROCURED

FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE
ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE

CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO
ACCURACY AND COMPLETENESS.
11 WRITTEN GUARANTEE ALL IRRIGATION WORK SHALL BE

GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND

WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE
DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE

CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS
LETTERHEAD AT THE TIME OF THE FINAL INSPECTION.
12 WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATIiON THAT THE IRRIGATION SYSTEM IS

INSTALLED FREE FROM DEFECTS IN MATERIALS AND

WORKMANSHIP AND IN FULL COMPLIANCE WITH THE

DRAWINGS AND SPECIFICATIONS THIS SHALL BE ON THE

CONTRACTOR'S LETTERHEAD WITH HIS STATE LICENSE
NUMBER.
13 TURNOVER ITEMS THE CONTRACTOR SHALL SUPPLY TO THE

OWNER (JOB SUPERINTENDENT), AS PART OF THIS CONTRACT,

THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL
INSPECTION:

A. AS-BUILT PLANS, AS PER NOTE 10 ABOVE
B. THE ORIGINAL OF THE GUARANTEE LETTER
C. THE ORIGINAL OF THE CERTIFICATION LETTER
D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER
E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR

OPERATING, ADJUSTING, ASSEMBLING AND REMOVING EACH

TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS
REQUESTED BY THE OWNER.

IRRIGATION GENERAL NOTES CONTINUES
1 SPECIFIED EQUIPMENT: ALL EQU PMENT SHALL BE AS LISTED IN THE

IRRIGATION LEGEND AND INSTALLED AS PER THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION.

SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY

OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT ANY
UNAPPROVED EQUIPMENT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 2 ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES

ONLY THAT IT APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS

ON THE BASIS OF THE INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE

CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENTS SUCCESSFUL OPERATION.
3 CONTRACTOR'S GUARANTEE MANUFACTURER'S WARRANTIES SHALL NOT

RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE.
4 MAINLINE PIPE PRESURE MANLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE PVC CLASS 315. PRESSURE MAINLINE PIPE 1-1/2" AND SMALLER BE PVC SCHEDULED 40. BOTH SHALLHAVE A MINIMUM OF 18" OF COVER AND

HAVE SOLVENT
WELDED JOINTS MADE FROM NSF APPROVED TYPE I. GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785.
5 SOLVENT WELDS PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, CONFORMING TO ASTM TEST PROCEDURE D2466. 6 LATERAL LINE PIPE NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200, FOR SCHEDULLED 40 IF REQUIRED BY LOCAL JURISDICTION BURIED A MINIMUM OF 12" WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED.

TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN
SPECIFICATIONS D1784.
7 STEEL PIPE GALVANIZED STEEL PIPE SHALL NEVER BE USED. 8 CONTROL WIRE CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS

AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL PLASTIC-COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED MINIMUM SIZE IS #14 AWG BURIED 18" BELOVW GRADE.

USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON

WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER. TWO WIRE SYSTEM SHALL BE INSTALLED PER

CONTROLLER MANUFACTURE INSTRUCTIONS
9 WIRE TRENCH: WRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE

INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE (1) WIRE IS PLACED IN

A TRENCH

THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET.
10 EXPANSiON CURL: AN EXPANSiON CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED (100) FEET OF WIRE LENGTH
11 WIRE SPLICES. ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3577

CONNECTOR SEALING PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL USE ONE SPUCE PER CONNECTOR SEALING PACK.
12 TRENCHES DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE.
13 BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED

TESTS ARE PERFORMED TRENCHES SHALL BE CAREFULLY BACKFILLED WITH

APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES BACKFILL

SHALL BE

MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT

UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURACE GRADES WITHOUT IRREGULARITIES.
14 STREET WHERE ANY CUTTING OR BREAKING OF CONGRETE OR OTHER

PAVING SURFACE IS NECESSARY, IT SHALL BE DONE AND REPLACED TO

MATCH EXISTING CONDITIONS TO THE OWNER'S (JOB SUPERINTENDENT'S)

AND CITY'S
SATISFACTION BY THE CONTRACTOR, AS PART OF THE CONTRACT COST. 15 SLEEVING ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER

CONCRETE OR ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES, TWENTY-FOUR INCHES (24") BELOW ROAD BED, OR 18" BELOW

DRIVEWAY'S AND WALKS, THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH IhE SLEEVE.
16 PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.
17 CONTROL VALVES INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINMUM OF TWELVE INCHES (12") BETWEEN VALVES, AND A MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE.
18 HEAD INSTALLATION IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER

THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT).
19 SPACING OF HEADS SHAL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS.
20 ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS.
21 THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO THE START OF ANY PLANTING.
22 CLARITY OF DESIGN NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF-SITE; NO VALVES SHALL BE LOCATED IN CONCRETE. ALL IRRIGATION

LINES, VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING EITHER OFF-SlTE, WITHIN THE
STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL

THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE

IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE

PLANTING
AREA TO ANOTHER OR UNLESS NOTED OTHERWISE.

No. Description Date

Page 139 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:24:34 PM
LS-103

LANDSCAPE PLAN

GENERAL NOTES
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker

IF REQUESTED BY THE OWER

IRRIGATION FIELD EVALUATION SCHEDULE
1 FIELD EVALUATION COORDINATION THE FOLLOWING EVALUATIONS SHALL BE

INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB

SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY
REQUESTED EVALUATION. CONTINUED WORK WTHOUT EVALUATION AT THESE

PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (J0B

SUPERIENTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE

PURPOSE AND TIME OF THE EVALUATION
FORTY-EIGHT (48) HOURS IN ADVANCE.
2 CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING THIS MEETING

SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS,

POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE

PROJECT IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING,

CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS.
3 IRRIGATION MAINLINE AND EQUIPMENT LAYOUT. THIS EVALUATION SHALL BE

PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF

ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT

PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE

SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECTAT THE CONTRACTOR'S EXPENSE.
4 IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATlON IS FOR THE

PURPOSE OF REVIEWING MAINLINE LAYOUT FOR CONFORMANCE TO

SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURERS SPECIFICATIONS. ALL PRESSURE INES SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS.

THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB

SUPERINTENDENT) AND CITY INSPECTOR TO MANUFACTURER'S ACCEPTED

TESTING PROCEDURE AND APPROVED IN WRITING BY THE
CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT. 5 PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY

OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE

SYSTEMS, WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES.
6 IRRIGATION COMPLETION AND FINAL COVERAGE TEST THIS EVALUATION IS TO

ENSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION

CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM

TO ENSURE INTENDED COVERAGE AND PROPER EMITTER FLOW THE

CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR

OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND BUILDINGS ETC. PRIOR TO THIS EVALUATION THIS MAY

INCLUDE CHANGES IN EMITTERS, NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION.

IRRIGATION - PLANTING NOTES
1 PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY.
2 PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF TEH

CONTRACTOR/CLIENT INTENDED FOR ACCURATE BIDDING

PURPOSES, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS.
3 MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS.

FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR
4 WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES

SHALL BE FORMED ALONG THE STREET OR WALK TO CONTROL
IRRIGATION RUN OFF. SEE DETAIL ON PLANTING DETAIL SHEET. 5 BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE

GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE GRADING PLAN IF THERE IS NO GRADING PLAN.

CONSULT WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 6 SEPARATE ALL ANNUAL AND SHRUB/GROUNDCOVER AREAS FROM LAWN

AREA WITH HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT.
7 WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5" (FIVE FEET) TO AN EDGE OF PAVING. HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF HEADSCAPE SURFACE (EDGE OF SIDEWALK, WALLS,
CURBS. ETC.) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TME OF

PLANTING PER MANUFACTURE'S SPECIFICATIONS, EXCLUDING PROJECTS

IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE

MANAGER (SEE DETAIL)
8 DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30" FROM LANDSCAPE LIGHT FIXTURES. 9 REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED.
10 BEFORE BACKFILLING THE ROOT BALL WATER THE PLANT IN THE HOLE, FERTILIZER AND THEN PROCEED WITH BACKFILLING. NATIVE DESERT

PLANTS SHALL BE BACKFILLED WITH NATURE SOIL DO NOT FERTILIZE DESERT PLANT.

IRRIGATION - LIGHTING NOTES
1 ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL

CODES AND ARE SUBJECT TO APPROVAL BY THE

LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE
OF OWNER.
2 ALL LIGHT FIXTURE LOCATIONS ARE SHOWN
DIAGRAMMATIC ALLY ON THIS PLAN. ACTUAL

LOCATIONS SHALL BE DETERMINED IN THE FIELD AND

APPROVED BY THE LANDSCAPE ARCHITECT AFTER
TREES HAVE BEEN PLANTED.
3 QUANTITIES LISTED ARE FOR THE CONVENIENCE OF

THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR
ACCURATE BIDDING USE. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING LIGHT FIXTURES AS
INDICATED ON THE PLANS.
4 ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM
OF 5' (FIVE FEET) FROM POOL. SPA, LAKE OR FOUNTAIN
EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN 10'
(TEN FEET) OF WATERS EDGE TO HAVE GFI, OR MUST
BE LOW VOLTAGE OR FIBER OPTIC.
5 INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL
CODES PERMIT.
6 INSTALL ELECTRICAL CONDUIT TO THE EDGE OF
PLANTING AREAS SO AS NOT TO INTERFERE: WITH
PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF

THREE HOLES SHALL BE RELOCATED AT NO EXTRA
CHARGE.
7 LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER
THAN 6" (SIX INCHES) FROM THE EDGE OF PAVING AND
LAMN AREA.
8 INSTALL PHOTOELECTRIC SWTCH WITH TIMER
SHUT-OFF AND MANUAL OVERRIDE SWITCH. SWITCH TO
BE LOCATED PRIOR TO INSTALLATION. COORDINATE
LOCATION OF SWITCHES WITH OWNER.
9 ALL LIGHT FIXTURES TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS.
10 MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN
(WHERE POSSIBLE) WITH PLANTING.
11 ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90
RISERS. USE UL LISTED EXTERIOR BELOW GRADE

WATERPROOF JUNCTION BOXES, PER NEC
SPECIFICATIONS.
12 ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE
BY ELECTRICAL CONTACTOR. LIGHTING PLAN

INDICATES FIXTURE LOCATIONS ONLY AND IS NOT
INTENDED TO BE AN ELECTRICAL PLAN.

IRRIGATION - ELECTRICAL WORK
1 SHOP DRAWINGS: ALL LIGHTING AND IRRIGATION

CONTROLLER ELECTRICAL CIRCUITING AND PANEL
SIZING WILL BE BY THE CONTRACTOR. PROVIDE

REPRODUCIBLE DRAWINGS SHOWING ALL CONTROL

WIRING DIAGRAMS

FOR ANY LIGHTING AND IRRIGATION CONTROLLER
INDICATED ON THESE PLANS. SHOW ALL CONDUIT AND
WIRE SIZES. INDICATE VOLTAGE DROP CALCULATIONS
FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS
OF

FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR

TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS
2 SERVICE DETERMINE UTILITY COMPANY CONNECTOR

AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE
WITH PROJECT ELECTRICAL SYSTEM. COORDINATE

SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT
OF FEES.

PROVIDE CONDUITS AS REQUIRED.
3 WIRING METHODS:

A ALL WIRING CONDUITS SHALL BE CODE SIZE WITH
ONLY COPPER WIRE.

B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC
APPROVED SPECIFICATIONS.

C. ALL CONDUIT ABOVE GRADE SHALL BE PER NEC
APPROVED SPECIFICATIONS.
4 LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A
TWENTY-FOUR (24) HOUR TIME CLOCK AND PHOTO

CELL COORDINATE LOCATION OF PHOTO CELL
ANDCLOCK/OVER-RIDE SWITCH WITH OWNER.
5 PANEL: PANEL SHALL BE NEC EXTERIOR

CONSTRUCTION WTH METERING PER UTILITY COMPANY
REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING
SHALL BE BY CONTRACTOR.
6 FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS

SPECIFIED ON THE LIGHTING LEGEND ON THESE
PLANS.
7 NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS

INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE
LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY.

IRRIGATION - OWNER'S PLANTING WORK RESPONSIBILITIES
1 ONSTRUCTION RESPONSIBLITIES: THE OWNER WILL BE

DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION
INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS

SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED

THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE
LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE

IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB

SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN
ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTES.

THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR

METHODS OF CONSTRUCTION OR FOR CONTRACTOR'S

CONFORMANCE TO CODE, AND WILL PROVIDE AESTHETIC
DIRECTION ONLY.
2 DETERMINING LEGAL AND PHYSICAL ELEMENTS OWNER (JOB

SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING

PROPERTY LINES, RIGHTS-OF-WAY, TRACT BOUNDARIES,

GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW
GRADE)

AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED

FOR SUCCESSFUL COMPLETION OF THE WORK CONTRACTOR

SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK
WITHOUT DETERMINATION OF THE PRECEDING FACTS.
3 ROUGH GRADE: OWNER (JOB SUPERINTENDENT) SHALL
PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF
FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FINE GRADING LESS THAN 1/10TH OF ONE FOOT, OR MOUNDING
AS
INDICATED ON PLANTING PLANS.
4 SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS,

DRAWINGS OR SPECIFICATIONS SHALL IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE OWNER (JOB
SUPERINTENDENT) AND LANDSCAPE ARCHITECT. IT IS THE

OWNER'S (JOB

SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE

LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT

AREA ANY UNREPORTED DISCREPANCY AND CONTINUED WORK

WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND

LANDSCAPE ARCHITECT SHALL BE AT THE OWNER'S AND
CONTRACTOR'S RISK AND EXPENSE.
5 ONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO
INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS.

QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT

OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE

DECIDED BY THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT.

IRRIGATION - CONTRACTOR'S PLANTING WORK...
1 SCOPE OF WORK THE CONTRACTOR SHALL PROVIDE

ALL LABOR, MATERIALS, TRANSPORTATION AND

SERVICES NECESSARY TO FURNISH AND INSTALL ALL

PLANT MATERIAL SHOWN ON THE DRAWINGS AND
SPECIFIED HEREIN.
2 CONFORMANCE: ALL PLANTING WORK SHALL

CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR
CODES REGULATIONS AND RULES.
3 PERMITS AND INSPECTONS: THE CONTRACTOR SHALL

OBTAIN, COORDINATE AND PAY FOR ANY AND ALL

PERMITS FEES AND AGENCY INSPECTIONS, AS
REQUIRED.
4 SITE VERIFICATION PRIOIR TO COMMENCEMENT OF

WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE,

ALL CONDITIONS AND BE FAMILIAR WITH IHE DESIGN
OF THE LANDSCAPE WORK. ANY DISCREPANCIES

SHALL BE IMMEDIATELY REPORTED TO
THE OWNER (JOB sUPERINTENDENT).
5 FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY

STAKES OR OTHER MEANS, ALL TREES, SHRUBS,

VINES AND HEADERBOARD LAYOUT/GROUNDCOVER

DELINEATION FOR APPROVAL BY THE OWNER (JOB

SUPERINTENDENT) AND
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
6 WRITTEN GUARANTEE: ALL WORK SHALL BE

GUARANTEED BY THE CONTRACTOR AS TO MATERIAL,

INCLUDING PLANT MATERIAL AND WORKMANSHIP FOR
A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR

SHRUBS, VINES AND

GROUNDCOVER FOLLOWING THE DATE OF FINAL
ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL

PROVIDE A WRITTEN GUARANTEE ON HIS
LETTERHEAD AT THE TIME OF THE FINAL INSPECTION.
7 WRITTEN CERTIFICATION: THE CONTRACTOR SHALL

PROVIDE A WRITTEN CERTIFICATION THAT THE

PLANTING WORK IS INSTALLED IN FULL COMPLIANCE
WITH THE CONTRACT DOCUMENTS. ANY APPROVED

SUBTITUTIONS OR DEVIATIONS FROM
THE PLANS OR SPECIFICATIONS SHALL BE NOTED.

THIS CERTIFICATION SHALL INCLUDE THE
CONTRACTOR'S LICENSE NUMBER.
8 UPON COMPLETION OF PLANTING: CONTRACTOR TO
SCHEDUAL FINAL REVIEW BY LANDSCAPE ARCHITECT.

LANDSCAPE ARCHITECT TO REVIEW PLANTING FOR

CONFORMANCE TO THE INTENT OF THE APPROVED

PLANTING PLAN AND THEN PREPARE
A WRITTEN REPORT REGARDING THE REVIEW.

IRRIGATION - PLANTING GENERAL NOTES
1 PLANT QUANTITY: LIST IS PROVIDED FOR THE CONVENIENCE OF

THE CONTRACTOR/CLIENT AND IS NOT INTENDED FOR

ACCURATE BIDDING PURPOSES
2 PLANT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE $5,000

TO BE USED FOR ADDITIONALPLANT MATERIAL NOT INDICATED

ON THE LEGEND WHICH MAY BE DEEMED NECESSARY BY THE

LANDSCAPE
ARCHITECT AND APPROVED BY THE OWNER'S REPRESENTATIVE.

SUCH PLANT MATERIAL WILL BE SPECIFIED AND FIELD LOCATED BY THE LANDSCAPE ARCHITECT. IF THIS ALLOWANCE IS NOT

USED, OR ISS

ONLY PARTIALLY USED, THE UNUSED PORTION SHALL BE
CREDITED TO THE OWNER.
3 LANDSCAPE ARCHITECT: SHALL FIELD REVIEW ALL PLANT
LOCATIONS PRIOR TO PLANTING. PLANTS SHALL BE PLACED IN

THEIR INTENDED LOCATIONS WHILE STILL IN THEIR
CONTAINERS/BOXES.
4 UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH UNIT

PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL
WHEN SUBMITTING THE BID TO THE OWNER.
5 ARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE.

LANDSCAPE CONTRACTOR, PLEASE CONTACT THE
AGRICULTURAL COMMISSIONER FOR APPROVAL. PLANT

MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE

DESTROYED AND CIVIL ACTION
TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE.
6 LAWN IS NOT INTENDED TO BE PLANTED ON ANY SLOPE WHICH EXCEEDS 3:1. SITE OBSERVATIONS BY THE LANDsCAPE
ARCHITECT: DUE TO THE NATURE OF THE CONSTRUCTION

PROCESS, ALL CONSTRUCTION WORK INCLUDES DEVIATION
FROM THE PLANS/APPROVED DESIGN. IT

IS IMPERATIVE THAT THE LANDSCAPE CONTRACTOR MAINTAIN

REGULAR COMMUNICATION WITH RGA, AND THAT ANY

PROPOSED DEVIATION FROM THESE CONSTRUCTION
DOCUMENTS BE DISCUSSED IN ADVANCE WITH RGA.IT IS THE

RESPONSIBILITY OF THE

CONTRACTOR TO REQUESI A SITE OBSERVATION BY RGA TO

OBSERVE ANY WORK WHICH DEVIATES FROM THE
CONSTRUCTION DOCUMENTS.

No. Description Date

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ATTACHMENT 3 Page 141 of 159

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email: [email protected]
Scale
Project number
Date
Drawn by
Checked by
DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:50 PM
A-002

AREA RENDERING
NORTH
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date
ATTACHMENT 4

Page 147 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:51 PM
A-003

AREA RENDERING
SOUTH
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

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email: [email protected]
Scale
Project number
Date
Drawn by
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:53 PM
A-004A

NIGHT RENDERING
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

Page 149 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:54 PM
A-004B

NIGHT RENDERING
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

Page 150 of 159 ends

email: [email protected]
Scale
Project number
Date
Drawn by
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:55 PM
A-005

AREA RENDERING

NEIGHBORING PROP
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

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email: [email protected]
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Date
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:57 PM
A-006

AREA RENDERING

EAST SIDE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

Page 152 of 159 ends

email: [email protected]
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:58 PM
A-007

AREA RENDERING

WEST SIDE
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date

Page 153 of 159 ends

email: [email protected]
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:15:59 PM
A-008

MATERIAL BAORD
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date
1 5
2 3
1 2 11
7 6
4 9
7 8
1- TERRACOTTA RAINSCREEN
2 - WALL SATCCO - BEIGE
3 - WALL SATCCO - LIGHT BROWN
4 - WALL SATCCO - DARK BROWN
6 - STOREFRONT ALUMINUM

CLEAR IONIZED DOUBLE GLASS
7 - BALCONY RAILS - 40"H

ALUMINUM SILVER FINISH
8 - WINDOWS - 59.5-in x 47.5-in x 3.25-in VINYL

LIGHT BROWN SLIDING WINDOW HALF
9 - BALCONY DOUBLE DOOR - LIGHT

BROWN TEMPERED CLEAR GLASS
11 - STORE FRON DOUBLE
DOOR
10 - RECESSED LED LIGHT 6 IN. EQUIVALENT
TO A 60-WATTS BULB UESES 10 WATTS
5 - WALL SATCCO - NAVY
10 12 - REC SOLAR PANELS, MONOCRYSTALLINE
SOLAR MADULE, 5'9"X3'5", 370W N-PEAK
12 13 - 4 ft. W x 6 ft. H Black Top Black Rose
Aluminum/Composite Adjustable Fence Gate
13

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email: [email protected]
Scale
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Date
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 8:16:01 PM
A-009

MATERIAL BAORD
645

BAYFRONT APTS

TAREK DAGHER
06/20/2019
Author
Checker
No. Description Date
2 - WALL SATCCO - BEIGE 3 - WALL SATCCO

LIGHT BROWN
4 - WALL SATCCO

DARK BROWN
5 - WALL SATCCO

DARK NAVY
10 - RECESSED LED LIGHT 6 IN.

EQUIVALENT TO A 60-WATTS
BULB UESES 10 WATTS
8 - WINDOWS - 59.5-in x

47.5-in x 3.25-in VINYL

WHITE SLIDING WINDOW
HALF
9 - BALCONY DOUBLE

DOOR - WHITE TEMPERED

CLEAR GLASS
7 - BALCONY RAILS - 40"H

ALUMINUM SILVER FINISH
6 - STOREFRONT ALUMINUM

CLEAR IONIZED DOUBLE GLASS
11 - ROOF ASPHALT 100SQFT

ROLL IN WHITE COLOR

GRADE G
12 - PARKING GARAGE POWERED DOOR.
18 FEET WIDE IN SLIVER COLOR
13 - TRASH ENCLOSURE DOUBLE DOOR.
8FEET WIDE IN SILVER COLOR 14 - BICYCLE RACK IN GREEN COLOR, 10 ELECTRIC BIKES CHARGING
STATIONS AND 10 ELECTRIC BIKES
15 - LARGE SIZE ROCKS MIXED WITH MULCH

FOR LANDSCAPE
2 8 8
9 5
7 10
6 7
7 8
6 3
7 8 13
12 9 15 15
3 11
3 5
5 11
2 10
16 - SAN DIEGO - IMPERIAL BEACH

PUBLIC TRANSPORTATION MAP
(BUS ROUTE AND SCHEDULES)
16 17 - 3 CUBIC YARDS TRASH

ENCLOSURES (INSIDE GREEN

ENCLOSURE)
17 18 - 95 GALLONS

ORGANIC ENCLOSURES
(INSIDE GREEN

ENCLOSURE)
18 5
3 2
NOTE: NORTH ELEVATION 6 FT CMU BLOCK WALL REMOVED FROM IMAGE FOR PARKING VISIBILITY AND DETAILES NOTE: ALL LANDSCAPING RELATED MATERIAL ARE FOUND ON SHEET LS-100 5 5
8 9
10 15 15 7
10 14
19 - Six feet CMU block
wall placed on the north
side only. removed from
picture for parking visibility
19 19 19
4 3
10 9

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DEVELOPMENT

LANDSCAPE
LAYOUT
645

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TAREK DAGHER
06/20/2019
Author
Checker

PROJECT DATA

ZONING CMU (COMMERCIAL MIXED USE)
AREA OF SITE +/- 7512 S.F.

AFFORDABLE

HOUSING
10% OF THE RESIDENTIAL UNITS ARE ALLOCATED FOR LOW
INCOME/AFFORDABLE HOUSING. OUT OF THE TEN UNITS, THERE WILL BE ONE UNIT ALLOCATED FOR LOW INCOME AFFORDABLE HOUSING.

LANDSCAPE AREA in Percentage % (15%) (18%)
IMPERVIOUS AREA - 6131 S.F.

LEVEL 1 - TWO RESIDENTIAL UNTIS N/A 3407 S.F.

LEVEL 2 - FOUR RESIDENTIAL UNITS N/A 4298 S.F.

LEVEL 3 - FOUR RESIDENTIAL UNITS N/A 4289 S.F.

RESIDENT (TEN UNITS) - 11994 S.F.

FIRE HYDRENT DISTANCE 150'-0" 140'-0"
DENSITY BOUNS AREA - TOTAL OF 3 UNITS (101, 203, 303) - 3454 S.F.

RESIDENTIAL PARKING SPACES (1.5 SPACES X 10 UNITS) 11 11 HANDICAP PARKING 1 1
COMMERCIAL PARKING 0 0
Off-street parking 2 2

IN COMPLIANCE WITH COMMERCIAL DESIGN
GUIDELINES 5.2, THE FRONT IS MIN. 60% CLEAR GLASS
399 SQ FT 404 SQ FT

LEGAL DESCRIPTION
Real property in the City of Imperial Beach, County of San Diego, State of California, described as follows:

LOTS 11 AND 12 IN BLOCK 20 OF SOUTH SAN DIEGO, IN THE CITY OF

LAND-USE / ZONING

CMU - COMMERCIAL MIXED USE

ASSESSOR'S PARCEL NUMBER
626-242-22-00
No. Description Date
1/8" = 1'-0" 1 Garden layout
NOTE: 6' CMU BLOCK WALL ON THE NORTH SIDE. WALL REMOVED FROM IMAGE FOR PARKING VISIBILITY.

RAIN WATER WILL BE DRAINED TO THE NORTH SIDE LANSCAPE

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email: [email protected]
Scale
Project number
Date
Drawn by
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DAGHER

DEVELOPMENT

TAREK DAGHER - ARCHITECT
3038 Wohlford Dr., ESCONDIDO, CA 92027
PH: (858) 945-7402 - CELL: (201) 500-5004 BAYFRONT APARTMENTS 645 Florence Street, Imperial Beach, CA 91932 2/21/2023 9:24:17 PM
LS-101

LANDSCAPE
LAYOUT
645

BAYFRONT APTS

Large Size Decorative Rock:

Scattered as shown in the
Pervious area.

A - Carolina Cherry Trees:

B - Japanese Blueberry Trees:

Planted in a 60 gallons pot in area
as shown in the plan. Total trees
required: 15 of A & 15 of B
Confederate Large Leaf Jasmine
(Star Jasmine):

Expandable Willow Trellis with Gardenia
Leaf. installed againset the property fance
and used to grow planted Jasmine.

Total plants required: 10 plants
Storm Drain FSD-090-K
Installed in Perviuous area as shown.

Installed in area as shown,
and the front.

A - 2.5 Qt. Drought Tolerant Dianelle
Revoluta. (Evergreen Plant)
B - 2.5 Qt. Drought Tolerant Cordyline Red
Sensation.

C- 2.5 Qt Drought Tolerant Helen von Stein
Lamb's Ear. (EverGreen)
PLANTS A, B, & C are planted where
shown in the plan Total requried: 20 of each
kind. Total of 60 Plants
Concrete:

Installed in Upper Parking &
Driveway:

Total SQFT required: 3500 SF
No. Description Date
1 3D Landscape View

PREVIOUS SURFACING

IMPREVIOUS SURFACING
6 Feet Wood Fence located on the South
side of the property.

Fence will be covered by A green drought
tolerant Jasmine Leafs.

KEYNOTE - 2
C - Brisbane Box Trees:

D - Sweet Shade Trees:

Page 157 of 159 ends

P a g e | 1
March 1, 2023
ITEM TITLE: IMPERIAL BEACH BOULEVARD ENTRY SIGN. (0670-45) ORIGINATING DEPARTMENT:

City Manager
EXECUTIVE SUMMARY:

The Imperial Beach entry sign near the intersection of Imperial Beach Boulevard and 13th Street was destroyed by a vehicular accident and should be replaced. In 2022, staff compiled draft sign concepts that were intended to compliment the City’s logo and general beach theme and additional design considerations were requested. The City contracted with a signage company, Graphic Solutions, to prepare concept designs for review by the City Council. The concepts are nearing completion and will be made available prior to the City Council meeting.

Once a design is approved, construction plans would be prepared, and the sign would then be fabricated and installed. If desired, design elements from the sign could be incorporated in other areas of the community as signage is installed or replaced.

RECOMMENDATION:

Staff recommends that the City Council consider the concept designs and provide direction to the City Manager.

OPTIONS:
 Provide direction to the City Manager.
 Request additional information.

BACKGROUND/ANALYSIS:

On occasion, entry signs, park signage and other
City owned monument signs are replaced due to
damage, normal wear and tear, or various other
reasons. The entry sign near the intersection of
Imperial Beach Boulevard and 13th Street was
destroyed in a vehicular accident and should be
replaced. The sign that was destroyed and
several of the existing signs in the City are similar
in style to the sign shown on the right.

Page 158 of 159 ends

P a g e | 2
In 2022, staff compiled draft sign concepts that were intended to compliment the City’s logo and general beach theme and additional design considerations were requested by the City Council.

The City contracted with a signage company, Graphic Solutions, to prepare concept designs to be reviewed by the City Council. The concepts are nearing completion and will be made available prior to the City Council meeting.

Staff is seeking consideration from the City Council regarding the proposed sign concepts, as they are different from the previous signage theme and motif. Following review of the concepts, the City Council could ask staff to move forward with a specific design, request additional concepts, or request that the original monument sign design be re-installed.

ENVIRONMENTAL DETERMINATION:

Not a project as defined by CEQA.

FISCAL IMPACT: The cost of the sign concepts is not to exceed $9,900. During FY22/23, the City did receive funds in the amount of $32,148 for damages to the monument sign. These funds can be used to assist in offsetting the design/replacement of the sign.

FISCAL YEAR: FY 2022-23
BUDGETED: No
ATTACHMENTS:

ATT 1 - Design Concepts Forthcoming

Page 159 of 159 ends

Imperial Beach City CouncilMarch 1, 2023

Imperial Beach City Council
March 1, 2023