303 ATLANTIC BLVD - REVISION 6-26-18, DRAWINGSBUILDING CODE SUMMARY
ER: 15111
OCCUPANCY CLASSIFICATION:
A2: ASSEMBLY
REVISIONS:
CODE JURISDICTION: CITY OF ATLANTIC BEACH, FL
L3-8-17 REVISI
OCCUPANCY LOAD: TABLE 1004.1
& 7.3.1.2 NFPA 101
�
L6-21-18 REVIS
® SJORAGE 453SF / 500 GROSS = 3 OCC&
NTS
BUILDING CODE:
�-
Z
® KITCHEN 1530SF / 100 GROSS = 16 OCCUPNTS
FLORIDA BUILDING CODE - 5TH EDITION
DINING 1436 SF/15 NET
= 96 OCCUP
NTS
2014 FLORIDA PREVENTION CODE - 5TH EDITION
F_
BENCH 24LF/24"
= 12 OCCUP
NTS
2008 NATIONAL ELECTRIC CODE
W
BAR 26LF/24"
= 13 OCCUP
NTS
U
D
ENTRY BENCH 10LF/18"
= 7 OCCUP
NTS
CONSTRUCTION TYPE: TYPE IIIB (TABLE 601), SPRINKLERED
FIRST FLOOR OCCUPANT LOAD
= 147 OCCUP
NTS
NEW MASONRY EXTERIOR WALLS - 2 HR. RATED (UL U906)
LL1
�
(FIRST FLOOR) -
EXISTING EXTERIOR WALLS - 2 HR. RATED
FLOOR/CEILING - NOT RATED
OFFICE 67SF / 200 GROSS
= 1 OCCUPA TS
UNDER STAIR ENCLOSURE - 1 HR. (1009.9.2)
® KITCHEN 40 SF / 100 GROSS
= 4 OCCUPA TS
G 40 S 1 T
= 9 CC
EGRESS:
BAR 32 LF/24"
= 16 OCCUPANTS
COMMON PATH OF TRAVEL DISTANCE = 75 FT. (FBC TABLE 1021.2 )
EXTERIOR DINING 621 SF/15 NET
= 41 OCCUPANTS
NUMBER OF EXITS REQUIRED = MIN. 2 PER STORY (FIRE PREV. DE)
SECOND FLOOR OCCUPANT LOAD
= 111 OCCUPANTS
NUMBER OF
EXITS PROVIDED = 6 TOTAL FIRST FLOOR
(SECOND FL OR)
2 TOTAL SECOND FLOOR
EGRESS WIDTH
= 99x.2 = 19.8" (TABLE 1005.1)
CIRCULATION
MIN. WIDTH = 36" (FBC 1009.1 & 1017.2)
ALL EXTERIOR
DOORS TO HAVE PANIC HARDWARE & SWING IN THE
TOTAL OCCUPANT LOAD
= 258 OCCUP
NTS
DIRECTION
OF TRAVEL(FBC1008.1.9)
PRINKLER REQUIRED OVER 150 OCCUPANTS (FBC 903.2.1.2)
EXTERIOR
STAIR PROVIDED (FBC 1023.2)
1XIT
TOTAL BUIL -
SEATING CAPACIT�:
ELEVATOR
FIRST FLOOR = 92 S.F.
FIRST FLR: 101 SEATS
ELEVATOR
rOISTWAY/SHAFT - 1 HR RATED REQUIRED
SECOND ADDITION FLOOR = 1, 19 S.F.
SECOND FLR: 49 SEATS
2 HN EXTERIOR WALL PROVIDED
TOTAL= 6,1 1
S.F.
EXTERIOR: 40 EATS
DESIGNED IN ACCORDANCE WITH FVC CHAPTER 11 & 30
TOTAL: 190 SEATS r
SEE PRODUCT APPROVAL FOR SUB ITTED MANUFACTURER.
SIGNAGE:
PROVIDE LIPHT1/YEIGHT TRUSS SIGNAGE PER FAC69A-60.0081.
FIRST FLOOR OCCUPANCY &
SCALE: 3/16" = T-0"
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SECOND FLOOR OCCUPANCY & EGRESS PLAN
SCALE: 3/16" = T-0"
REVISION
BP# -
DATES
SIGNED ,
Jack Ltyj E
sonville Fire PreventionD
Dig
JUL 1 ? 2010
11 No ® EXCEPTIONS ASN
SHEET # NOTED
g(r.
S r IS ` S,,: 8A
303 A�antic Blvd.
Atlantic Beach, FL 32233
ARCHITECT:
Julianne l T. Overby, ]�A
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby u@att.net
N.C. 12109 • FL. AR -0017060 . FL. ID -4621
CONSULTANT:
FORM IS PACE,INC
200 FIRST ST�EET SUITE 205
NEPTUNE BE�CH, FLORIDA 32266
design@200firotstreet.com
904-535-0270 ph 904-246-8402 fax
f
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ER: 15111
DATE ISSUED:
OCTOBER 30, 2017
REVISIONS:
L3-8-17 REVISI
CO
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N
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L6-21-18 REVIS
NS PER OWNER
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PROJECT NUM
ER: 15111
DATE ISSUED:
OCTOBER 30, 2017
REVISIONS:
L3-8-17 REVISI
S PER CITY COMMENTS
L4-26-17 REVIS
NS PER CITY COMMENTS
L6-21-18 REVIS
NS PER OWNER
L7-11-18 REVIS
NS PER CITY COMMENTS
SHEET TITLE
BUILDI G CODE
INFO MATI ON
S E ET
06
SHEET UMBE
C�
02
CONS RUCTION
ET
ROOF PLAN NOTES:
1. DO NOT SCALE DRAWINGS. 1
2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTI N
3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE.
4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS.
5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS.
6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION.
7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEEIORWARRANTY.
8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC.
9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERSECTS WITH VERTICAL
SURFACES.
10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBL FOR ALL ROOFING WORK.
11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT &! SEALED BY BUILDER.
12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE A Y AIR INTAKE, DOOR OR WINDOW, 18" AWAY FROM ANY VERTICAL WALL EXTENDING ABOVE ROOF
VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES.
FUTURE DECKING
2X8 FUTURE STRINGERS
ATTACHED TO STEEL PIPE
COLUMN PER STRUCTURAL
CONT. ROOFING
MEMBRANE OVER SLOPED
(8" PER FT.) R-38
INSULATION
TRUSS BEARING
11'-8" A.F.F.
25" H. STRUCTURAL STEEL
PIPE COLUMN ATTACHED TO
STEEL BAR JOISTS
CMU WALL BEYOND
W/ DOOR TO ROOF
OR F.F.
METAL FLASHING
TRENCH DRAIN IN
CONCRETE DECK
31" CONCRETE OVER METAL ROOF
DECK AT DOOR LOCATION ONLY
n..r;
A SOUTHERN GASTRO «: E'�AR
303 Atlantic Blvd.
Atlantic Beach, FL 32233
1ST FLR CEILING INSULATE BELOW ROOF DECK TO
10'-0" A.F.F. ACHIEVE R-38 INSULATION VALUE ARCHITECT:
NEW 20 DEEP STEEL JOIST PER CODE AT DOOR LANDING
SEE STRUCTURAL Julianne N. Overby, RA
1
WALL DETAILArchitectural and Interior Design
21-011 Julianne N. Overby, R.A.
A-105 SCALE: 3/4" = V-0" 2452 Pullian Street
STUCCO FINISH BACK SIDE OF ALL Jacksonville Beach, Florida 32250
PARAPETS 904-704-8628
ALUMINUM PLANTER BOX BY OLD Email: jnoverby@att.net
FLASHING & CAPCITY IRONWORKS (TYP) N.C. 12109 . FL. AR -0017060 • FL. ID -4621
FLASHING OVER CONSULTANT:
P.T. WALL CAP POROUS MATERIAL FOR
CONT. P.T. 1x J
o� DRAINAGE FORM SPACE,INC
TOP OF PARAPET > BOLT PLANTER TO
PLANTER BASE 200 FIRST STREET SUITE 205
15'-10" A.F.F. o IL LU NEPTUNE BEACH, FLORIDA 32266
C? LU I— PROVIDE 1" WEEP HOLES
> p design@200firststreet.com
m @ 12 OC (BOTH SIDES) 904-535-0270 h 904-246-8402 fax
3 DIA. METAL PIPE Q p
ATTACHED TO ANODIZED -
1'-0" `O 2X8 FUTURE STRINGERS &DECKING
ALUMINUM METAL PLATE � _ M ATTACHED TO STEEL PIPE COLUMN
SIGNAGE �° PER STRUCTURAL
GAGE TO BE DETERMINED
PROVIDE ADDITIONAL I SECURE PLANTER Q
BRACING FOR STIFFNESS BASE TO DECK Z � M
PER THE STRUCTURAL o J
DESIGN. : i - r' - - - O N
N N W
BRICK VENEER ' � ~ N
oZ QC.)M
5'-2" 5'-2"
TRUSS BEARING
11'-8" A.F.F. O 1' _j
s' -o" 12'-6" 6'-s" CONT. ROOFING MEMBRANE OVER z
@ SLOPED (8" PER FT.) R-38 INSULATION Z Q
30'-0'' @ 18'-8" A. F. F. 24'-6" 18'-8" A. F. F.
5'-0'' 5'-0" SLOPE SLOPE 25" H. STRUCTURAL STEEL w J
PIPE COLUMN ATTACHED TO � ~ U
@ @ — 1ST FLR CEILING STEEL BAR JOISTS Q Q
SLOPE SLOPE SLOPE SLOPE 10'-0" 1-8" A.F.F. 5' 8" 15'-10" A.F.F. W
10-0 A.F.F. LL Irr 1-1M
12'-6" $'_1" SCUPPER RAILING ABOVE
LOCA IONS Q I I 2 WALL DETAIL NEW 20" DEEP STEEL JOIST O m
SEE DET IL 2/A-300 LL SLOP SLOPE SEE STRUCTURAL N co
co '� I o A-105 SCALE: 3/4" = V-0" 1..L
Q I JI
Fr 11 Fr 1_1 O 0 SLOPE_ I i CO
SLOPE SLOPE SLOPE SLOPE ) a TO SLOPE I I SLOPE 4-g 4'-10"
co to M Z
11'-8" @ 15'-10" A.F.F. 0? O Q
- J 4'-6" DOWN OUT I I r /1
SCUPPER RAILING A V
LOCA IONS IFF I
SEE DET IL 2/A-300 = I W O I`
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- J SLOPE O
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w o / SEE DETAIL 1/A-1� NEW PA PET ROOF 0
/ MECHANICAL UNITS a
L.L
ABOVE NEW DATE ISSUED: OCTOBER 30, 2017
EXISTING ROOF p / STRUCTURAL SYSTEM
STRUCTURAL SYSTEM z Q z / REVISIONS:
C? TO REMAIN WHERE ® 0
CO NOT REQUIRED TO BE o s' A.F F a 10-4-17 REVISIONS PER COORDINATION
U RE -ENGINEERED FOR LU � 6'-0" 12'-6" / 11'x" 3
co NEW RENOVATION z 0O / NEW STRUCTURAL 1-17-18 REVISIONS PER COORDINATION
N Q Oa- DECK SYSTEM
� // OJ AND F1 Iff z 6-21-18 REVISIONS PER OWNER
/ =PARAPET ROOF
i/ m SLOPE SLOPE I SLOPE
ROOF PLAN
JA,ALL: J/lb' = l' -U'
r4:,0* L�R440
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SHEET TITLE
ROOF
PLAN
SHEET NUMBER
A-1 05
CONSTRUCTION
SET
UNIFORM LOAD:
DL: 64 PLF
LR: 64 PLF
POINT LOAD:
POINT LOAD:
POINT LOAD:
POINT LOAD:
DL: 390#
DL: 705#
DL: 705#
DL: 705#
LL: 2600#
LL: 4700#
LL: 4700#
LL: 4700#
SPECIAL JOIST LOADING
. I L/ 11 1 VI\ JI L\ lf-%L- V\/IJ I M I IVIVJ
CUSTOM STEEL BUCKET
BUILT OF )/4" PLATES, SEE
SPECS TO RIGHT
(5)2x6 P.T.
BEAM
4"0 H.D.G. STEEL PIPE
COLUMN FASTEN TO STEEL
JOIST WELDED @ EA. END
Y2" BASE PLATE, SEE
SPECS TO RIGHT
STEEL JOIST,
SEE LOADING
DIAGRAM SEE
2/S3.1
ASSEMBLY
ELEVATION VIEW
4—Y2" THRU BOLT IN 10/16"
PRE—DRILLED HOLE
WATERPROOFING
BY OTHERS
1'/2 " TYPE B 22ga GALVANIZED
METAL ROOF DECK
FASTEN DECK PER DECK
ATTACHMENT DIAGRAM ON 1 /S4.2
L2x2xYs" DIAGONAL
X—BRACE WELDED
EACH END @ 36" O.C.
AS SHOWN
Y2" THRU
BOLT IN 191/6"
PRE—DRILLED
HOLE
ELE=VATION VIEW
YS" THRU
BOLT IN 10/6"
PRE—DRILLED
HOLE
JSTOM BUCKET
SECTION VIEW
1) CUSTOM BUCKET SHALL BE CONSTRUCTED FROM Y4" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS
2) BASE PLATE SHALL BE CONSTRUCTED FROM Y2" A36 STEEL PLATES FULLY WELDED w/ Y4" FILLET WELDS
3) PRE—DRILLED HOLES SHALL BE Y6" LARGER THAN BOLT DIAMETER
4) CUSTOM BUCKET AND BASE PLATE SHALL BE HOT DIPPED GALVANIZED AND FAS ENERS SHALL BE STAINLESS STEEL
1 DECK DETAIL
S3.1 SCALE: 3/4" = 1'-0"
HUC26-3 MASONRY HANGER EA. END,
LEAVE 1—PLY 3" SHORT FOR HANGER
INSTALLATION
it
2x6 P.T FLOOR JOIST @ 16"
O.C. w/ LUS26 EA. END (TYP.)
2x6 P.T LEDGER,
DISH WASH FASTEN w/ 4-1/4"x3"
112 TAPCONS @ 16" O.C.
EXPEDITER
109
4"0 H.D.G. STEEL PIPE
COLUMN FASTEN TO
STEEL JOIST. SEE 1/S3.1
(TYP 16 PLACES)
BEAM SHALL BE
CONTINUOUS OVER THESE
PIPE COLUMNS (TYP.)
IF NEEDED, SPLICE BEAM
OVER THIS COLUMN ONLY
2x6 P.T. LEDGER, FASTEN TO
PARAPET w/ 4-1/4"x3"
TAPCONS @ 16" O.C.
SPECIAL STEEL JOIST,
SEE LOADING
��—DIAGRAM ON 2/S3.1
I � I
BASE PLATE
PLAN VIEW
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE
BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING
ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL
AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED
IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE
DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE
ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY
SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT
THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE
STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
ROOF DECK FRAMING PLAN
SCALE: 3/16" = 1'-0"
SP DESIGNATES SPECIAL JOIST, SEE 3/S3.1 FOR LOADING
NEW PAGE
HUS26-3 MASONRY
HANGER. LEAVE TWO
— PLY'S 3" SHORT FOR
HANGER INSTALLATION
0*40001yowN 0
A SOUTHERN BISTRO & BAR
303 Atlantic Blvd.
Atlantic Beach, FL 32233
ARCHITECT:
Julianne N. Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverbyCa,)att.net
N.C.12109 • FL. AR -0017060• FL. TD -462t
CONSULTANT:
FORM SPACE, INC
200 FIRST STREET SUITE 205
NEPTUNE BEACH, FLORIDA 32266
design(c_D200firststreet.com
904-535-0270 ph 904-246-8402 fax
PROJECT NUMBER: 15111
DATE ISSUED: MAY 1, 2017
REVISIONS:
ARCH. COORDINATION 06/01/17
COORDINATION 06/26/17
RETAINING WALL 11/09/17
4 REVISION PER OWNER 6/21/18
SHEET TITLE
ROOF DECK
FRAMING
PLAN AND
DETAILS
SHEET NUMBER
S3.1
CONSTRUCTION
SET
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PROJECT NUMBER: 15111
DATE ISSUED: MAY 1, 2017
REVISIONS:
ARCH. COORDINATION 06/01/17
COORDINATION 06/26/17
RETAINING WALL 11/09/17
4 REVISION PER OWNER 6/21/18
SHEET TITLE
ROOF DECK
FRAMING
PLAN AND
DETAILS
SHEET NUMBER
S3.1
CONSTRUCTION
SET
5/8" DEN SGLASS SHEATHING PANELS
HORIZONTALLY (LONG DIMENSION PERPE
STUDS). MINIMUM SIZE OF C(
CORROSION -RESISTANT #8 x 13/4" LONG)
POINT, SELF -DRILLING SCREWS AT 4" O.C. EC
CEILING
1 _'� SECTION
S3.2
3"x3" 14 GAGE FRAMING CLIP AT EACH WALL
STUD. FASTEN TO METAL STUD w/ (4)#12-14 TEK
SCREWS AND TO ANGLE w/ (2).1450 P.A.F.
(INSTALL P.A.F. AS CLOSE TO BEND AS POSSIBLE)
FASTEN TO
METAL ROOF
DECK
w/
(2)#12-14
SCREWS
@ 6"
O.C.
SHALL BE ORIENTED
NDICULAR TO METAL
NNECTION SHALL BE
BUGLE HEAD, PILOT
GE & 4" O.C. FIELD.
"x3"x%" EDGE ANGLE
NEW METAL DECK,
SEE PLAN
EXISTING TRUSS
TO REMAIN AS IS
110
DIRECTLY BELOW CFS
WALL, SEE PLAN
STEEL STUD
550T�162- 33 TRACK, FASTEN w
(2)#14-14 SCREWS ON 16" O.C.
5505162-33 STUDS @ 16" O.C.
3"x3" 14 GAGE FRAMING CLIP AT EACH WALL STUD.
FASTE TO METAL STUD w/ (4)#12-14 TEK
SCRE S A D TO ANGLE w/ (2).1450 P.A.F.
(INSTALL A.F. AS CLOSE TO BEND AS POSSIBLE)
FUTURE DECK
FRAMING, SEE 3.1
20" SPECIAL STEEL
JOIST, SEE PLAN
550--162-33 CFS TRACK, FASTEN TO METAL
ROOF DECK w/ (2)#12-14 SCREWS @ 6" O.C. AND
TO STUD w/ (2)#12-14 SCREW AT EACH STUD.
(4) �1 2-14
SCRE
I AD I(IINIT COPE
- TRACK
D @ CORNER
ATTACH STUD TO RUNNER TRACK
W/ (1) #12-14 SCREWS THROUGH
EACH FLANGE AS SHOWN
ALL WALLS SHALL HAVE CFS TRACK TOP & BOT. AND
ALL TRACK MATERIAL SHALL BE 550T162-33
TYPICAL CFS FRAMING DETAILS
WOOD STAIRS B
BUILDS
3"x3"x%4" EDGE ANGLE
METAL DECK w/
CONCRETE TOPPING
STEEL JOIST
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE
BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING
ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL
AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED
IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND
NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE
DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE
ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY
SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT
THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE
STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
SEE SHEET S2.0 FOR
THIS DETAIL
NEW PAGE
C
A SOUTHERN 51STRO & BAR
303 Atlantic Blvd.
Atlantic Beach, FL 32233
ARCHITECT:
Julianne N. Overby, RA
Architectural and Interior Design
Julianne N. Overby' R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverbvkatt.net
N.C. 12109 • FL. AR -(1(11 7(1611• FL. lid -4621
CONSULTANT:
FORM SPACE, INC
200 FIRST STREET SUITE 205
NEPTUNE BEACH, FLORIDA 32266
design(a)200firststreet.com
904-535-0270 ph 904-246-8402 fax
PROJECT NUMBER: 15111
DATE ISSUED: MAY 1, 2017
REVISIONS:
ARCH. COORDINATION 06/01/17
COORDINATION 06/26/17
RETAINING WALL 11/09/17
4 REVISION PER OWNER 6/21/18
SHEET TITLE
ROOF
DECK
DETAILS
HEET NUMBER
S3m2
CONSTRUCTION
SET
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PROJECT NUMBER: 15111
DATE ISSUED: MAY 1, 2017
REVISIONS:
ARCH. COORDINATION 06/01/17
COORDINATION 06/26/17
RETAINING WALL 11/09/17
4 REVISION PER OWNER 6/21/18
SHEET TITLE
ROOF
DECK
DETAILS
HEET NUMBER
S3m2
CONSTRUCTION
SET