12-259-007WIND LOAD DESIGN FOR COMPONENT
& CLADDING BUILDING:
ROOF
DESIGN CRITERIA
tV MTL DRIP STRIP ON PT
ASCE 7-05
1X2 PT WD BLOCKING ON PAINT
FLORIDA BUILDING CODE 2007
GRADE 2X8 WOOD FACIA
DESIGN LOADING
UL=1069 LBS
ROOF LOADING: DL=15+10 P.S.F, LL= 30 P.S.F,
UL=535 LBS
,
WIND DESIGN VELOCITY: 146 M.P.
H,
ANALYSIS TYPE: COMPONENTS CLADDING, ASCE 7-05
NET VELOCITY PRESSURE Q =
46,4 P.S.F
WIND LOAD ZONING DIAGRAM
2q1
GL=531 LBS
................... ................ .. ................... ................... ........ --------- ------------------ --------------------
0
GL -1073 LBS
7. LUMBER U'--')--D FOR STUDS IN FX7 RIOR WALLS -1-0 BE MIN, STRESS GRADE 62'5 P,S--I, NOMINAL,
J I
6D WALLS (PSF)
♦
O' Z4 50,7
.............. ....... ..........
. ................. ................... ........... .............
..................
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----- ---------
Typ/ <
Z-5 59,5
c:>
-0 Ld
c
OF THE " F- . 3, C 20 0 41-
LU
I TERS SHALL COMPLY WITH SECTION OF THE
0, NOTCHING AND BORING OF JOIS"ll AN D RAF
z
C,
10 F.B,C,` 2004,
Z
GRAVITY LOAD
LIVE LOAD = 30 P. S. F.
I z—
DEAD LOAD = 25 P.S.F.
F-
- -------
TOTAL LOAD = 55 P.S.F.
ENCLOSED BUILDING
PARTIALLY ENCLOSED PORCH
ASCE 7-05
AKE 7-05
CATEGORY: r, V =146 MPH, Kd 1,0
- 1 -6 M P H, K I . 0
CATEGORY: C, V�l `1
ZONE 2 ROOF N j j i
T PRISS.---63.3 P. ",F-.
Z(-)NF ROOF NE PRESS�= 63.3 F
Cr,[
ZONE 1 pRF��'l flk'E 45,5 P,S-I-'-,
ZONE I PRESSURE = +55-5 P,U,F,
G G Pi :: -- -. t 0,1 8 (E N C LOS E D)
GGPI = T 0.55 (PARTIALLY ENCLOSED
NET WIND UPLIFT PRESSURE
NET WIND UPLIFT PRESS. SCHEID.
SCHEDULE(ENCLOSED)
(PARTIALLY ENCLOSED PORCH)
7 0 N E
T R, I j IS '3
ROOF
Z0 LONE l-R U S
ROOF
18, ANCHORS:, SECURING WOOD T(-) C-'O[\ICRETL--- SHALL BE MIN. I" X '1/8" STEEL STRAP EMBEDDED
P (d- % I P( —}
P
p H
p H
0
1
20. -5)
731,0
461
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--
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1 113, D
------------------ --
CONNECTOR SCHEDULE (NU-VUE)
MARK TYPE UPUFF (Lbs) Li (Lba) L2 (Lbs) FASTENER ;DADE COUNTY N.O.A.
1 NVHTA22 2429 1444 1994 (16) 1 OdXI.5" 08-0325.02
2 UGTS53 6390 (8) 10dX1.5"/(2 )4 311 X5" 07-0322.15
POWERS WEDGE—BOLT
ASPHALT SHINGLE
ON 30LB FELT ON
5/8" CDX PLYWD.
5X3 DRIP EDGE
1X2
2X6 FASOM�
STUCCO ON RIBBEI
LATH W/4x12 VENTS
8'-0" O.C.
EP INSU-E.
CONC.FORM SYS, STUCC--&---
W/EMBEDDED FIBERGLASS
MESH
2
HURR. STRAP PER SCHEDULE
CARDJ3OA`RD BLOCKING FOR INSUL.
R=30 INSUL
FBOLS BL-IN
)/2" D.W. ON IX2 HIGH HATS 0 16" O.C.
R-23 INSUL.
(2) #5 CONTIN,
-----3000 PSI CONC.
<7 #4 @ 12" O.C. VERT.
- #5 CONT. (9 16" O.C.
OR (2) #4 @ 12" O.C.
1/2" GWB - SCREW DIRECTLY
TO POLYETH. TIES @ MIN. 12"
EACH WAY
TIE BEAM
SCALE: N.T.S.
H
0
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4
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I.C.F. WEBS
N
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GIRDER TRUSS ANCHOR
SCALE: N.T.S.
1-1/2" MIN.
2-1/2" MAX.
1-1/2" MIN.
2-1/2" MAX,
CLI
HNTFL
1111111on � 1111111111111111111111111111 qI ir
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, 1 , --RAMINC TO BE DONE ACCORDING WITH THE �ffl-ES7 EDITION OF THE FBC CHAPTER 23 AND
I ALL 1 11
T.O.B ELEV. : 8'-0" (SEE ELEV.)
ANCHOR '11
tV MTL DRIP STRIP ON PT
"LYWOOD USED STRUll"TI, RALLY, FO BE IDENTIFIED FOR GRADE & GLUE 'TYPES BY
AIL.L I I j � J I
1X2 PT WD BLOCKING ON PAINT
OF APPR`3VED TES-l'ING AND (IRADING Afl'-"ENCY,
GRADE 2X8 WOOD FACIA
-1 T BE EXT. TYPE,
C OUTDO --OC Al 011' 0
XPC DR I
�D ALL PL'y WOOD PERMANENTI,Y I -)SED IN OL 1-
UL=1069 LBS
4. ALL LUMBER 2' THICK OR LESS SHALL CONTAIN MAX. '19 % MOISTURE AT TIME` 01-- PERMANENT
UL=535 LBS
INCORPORATION IN A BUILDING OR STRUCTURE AND, /OR AT TIME OF TREATMENT WITH 0,1001)
UL=1069 LBS
cr
5, ALL PLUMBER 'SIZES REFEREED TO HEREIN, ARE NOMINAL,
GL --1073 LBS
. .... ...... . .. . ------
. ...................
GL=531 LBS
................... ................ .. ................... ................... ........ --------- ------------------ --------------------
.. ....... .................. ............. ......
GL -1073 LBS
7. LUMBER U'--')--D FOR STUDS IN FX7 RIOR WALLS -1-0 BE MIN, STRESS GRADE 62'5 P,S--I, NOMINAL,
EXTREXTREME FIBER STRESS IN BENDING (FB).
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9. JOISTS AND RAL "ERS SHALL HAVE MIN, 4" (-/F REARING, EXCEPT AS PROVIDED IN ",ECTION 2309-
00
00
OF THE " F- . 3, C 20 0 41-
LU
I TERS SHALL COMPLY WITH SECTION OF THE
0, NOTCHING AND BORING OF JOIS"ll AN D RAF
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C,
10 F.B,C,` 2004,
Z
11, ENDS OF WOOD J01's"S ENTERING= /BEARING /F3EARING- ON MAS0,,`♦IR\y AND IN CONTACT -( "HEREWITH, TO BE
PRES)'--')lJPE TREATED OR OF APPROVED DURABLE SPECIES.
n
1 SI-S SI-I'LL L:))'- FIRE-cuT SO THE
12. WHERE MASONRY EXTENDS ABOVE :'SU'CH WOOD IVIEMBERS, JOI'- L
F-
FOP EDGE DON'T F-'N'FER THE MASONRY MORE TITAN I" OR SHALL BE PROVIDED WITH Pl-.A:r-E BOXES
z
OF SELF-REILEASING TYPL::- OR APPF-\�OVED HANGERS,
LLI
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JOIS)TS MAY BE El"AF'ATED I`,/IAX. 6".
14� FLOOR JOISTS --)UI`P0P\TIN(-) CONCRE TF FOR BATHROOM FLOOR ' SHALL HAVE MAX SPAcING OF .12
LLJ
:Tl
I TED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEE,R REGISTERED IN THE
6. PRE FABRI(-A
0
s-r.X]-'E OF FLORIDA; AND SHALL CC-)MPLY WITH ALL Ti REQUIREMENITS OF TI --IE B, C.
Tl
SPECIFICALLY SU."HON 2 319 , 117,
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TI
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19, ANC- {'IRS S'E'CURING WOOD T01 WOOD SHALL 61L NOT LESS TI--IAN 11" X 1/81' STEEL STRAP MAILED
0
TO EACH, MEMBER WITI-I (3) 16d NAILS, OR SI--IALL BE A COMMERCIAL ANCHOR APPROVED BY 7HE
................. ....
..............
. ....... . ........................... ........... .....
2
............
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UL=2 825 LBS .6
21, WHERE TI --IE INT. OF MASONRY WALLS AFB EF U R, R\ I D, SUCI-d FURRING SE --IALL BE TREATED AND
CO
UL= 2,825 LBS
LL-
IW6
(1) Ull' MAIL IN AL'I'El--:\) NATE COURSE OF BLOCK,
LL
22, TliE ALLOWABLE LOADS ON ALL TYPES OF 'C-\0I`-,INECTORS SHALL BE A':-::, SET FORTH IN THE
j
GL=4:537 LBS
`3. IN GENERAL, NAIL`-' '�---'LIALL PENETRATE' TI--IE SECOND MEMBER A DISTANCE EQUAL TO THE
2
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ALL TRUSSES ARE
UNLESS MARKED OTHERWISE
SISSORS
TRUSSES
UL=511 LBS
UL=511 LBS
GL=450 LBS .......
.........
GL=450 LBS
UL=774 LBS
GL=673 LBS
ZONE A
H
FRAMING
PLAN
ANCHOR
F-11
SCALE: -L—l'-0-
4
POSE
I.C.F. WEBS
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GIRDER TRUSS ANCHOR
SCALE: N.T.S.
1-1/2" MIN.
2-1/2" MAX.
1-1/2" MIN.
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CLI
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t
----ISOLATE TRUSS
FROM CONTACT W/ CONC.
F`
(2) #5 CONT.
-NO. 4 BAR LINTEL REINFORCEMENT
--- REQUIRED
---MINIMqM NO. 3 STIRRUP AS REQUIRED
@ 4.5' O.C.
INSULAT ING FORM
SCALE: N . T, S ,
HORIZONTAL LINTEL REINFORCEMENT
AS REQUIRED - #4
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32" CDX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" O.C.
PROVIDE 8D RS NAILS @ 6" O.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" O.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
, 1 , --RAMINC TO BE DONE ACCORDING WITH THE �ffl-ES7 EDITION OF THE FBC CHAPTER 23 AND
I ALL 1 11
T.O.B ELEV. : 8'-0" (SEE ELEV.)
ALL OTHER. PERTAINING CODES AND ORDINANCES HAVING JUIRISDIC"TION,
tV MTL DRIP STRIP ON PT
"LYWOOD USED STRUll"TI, RALLY, FO BE IDENTIFIED FOR GRADE & GLUE 'TYPES BY
AIL.L I I j � J I
1X2 PT WD BLOCKING ON PAINT
OF APPR`3VED TES-l'ING AND (IRADING Afl'-"ENCY,
GRADE 2X8 WOOD FACIA
-1 T BE EXT. TYPE,
C OUTDO --OC Al 011' 0
XPC DR I
�D ALL PL'y WOOD PERMANENTI,Y I -)SED IN OL 1-
U)
4. ALL LUMBER 2' THICK OR LESS SHALL CONTAIN MAX. '19 % MOISTURE AT TIME` 01-- PERMANENT
INCORPORATION IN A BUILDING OR STRUCTURE AND, /OR AT TIME OF TREATMENT WITH 0,1001)
PRESERVATIVE,
cr
5, ALL PLUMBER 'SIZES REFEREED TO HEREIN, ARE NOMINAL,
6. LUMBER FOR JOISTS, RAFI-EF-,'S, TRUSSES, CrUILUIvINS, BEAMS ANSI / OR OTHER STRUCTURAL MEMBERS
SHALL BE MIN, S-I"RENG"I-H #2 GRADE OF' SOUTHERN PINE, DOU01-4S, FIR LARCH, HEM FIR, OF,
SPRUCE PINE FIR,
7. LUMBER U'--')--D FOR STUDS IN FX7 RIOR WALLS -1-0 BE MIN, STRESS GRADE 62'5 P,S--I, NOMINAL,
EXTREXTREME FIBER STRESS IN BENDING (FB).
8, LUMBER FOR STUDS,' IN INT. NON 'D�EARING WAIJ SHALL BE S-FRESS GRADE MIN, 225 P.S,L
NOMINAL EXlREME FIBER STRESS IN BENDING (.FB),
c:>
9. JOISTS AND RAL "ERS SHALL HAVE MIN, 4" (-/F REARING, EXCEPT AS PROVIDED IN ",ECTION 2309-
00
00
OF THE " F- . 3, C 20 0 41-
LU
I TERS SHALL COMPLY WITH SECTION OF THE
0, NOTCHING AND BORING OF JOIS"ll AN D RAF
U6
10 F.B,C,` 2004,
Z
11, ENDS OF WOOD J01's"S ENTERING= /BEARING /F3EARING- ON MAS0,,`♦IR\y AND IN CONTACT -( "HEREWITH, TO BE
PRES)'--')lJPE TREATED OR OF APPROVED DURABLE SPECIES.
n
1 SI-S SI-I'LL L:))'- FIRE-cuT SO THE
12. WHERE MASONRY EXTENDS ABOVE :'SU'CH WOOD IVIEMBERS, JOI'- L
F-
FOP EDGE DON'T F-'N'FER THE MASONRY MORE TITAN I" OR SHALL BE PROVIDED WITH Pl-.A:r-E BOXES
z
OF SELF-REILEASING TYPL::- OR APPF-\�OVED HANGERS,
LLI
-1-0 JOIS'FS SHALL BE DOUBLED, DBE_
FLOOR JOISTS UNDER WALLS OR PARTITIONIS PARALLEL
JOIS)TS MAY BE El"AF'ATED I`,/IAX. 6".
14� FLOOR JOISTS --)UI`P0P\TIN(-) CONCRE TF FOR BATHROOM FLOOR ' SHALL HAVE MAX SPAcING OF .12
LLJ
.1 '14'-0" SHALL FS)E TE AT MID-SPAN.
IS. CEILING JOIST'S SPANNING ','vl 0 R E I SUPPOR' L)
I TED ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEE,R REGISTERED IN THE
6. PRE FABRI(-A
0
s-r.X]-'E OF FLORIDA; AND SHALL CC-)MPLY WITH ALL Ti REQUIREMENITS OF TI --IE B, C.
SPECIFICALLY SU."HON 2 319 , 117,
7, F* � k- E ' S' FOPPING SIdALL 13 E: PROVIDED TO C UJ OFF ALL C0NCEAI.J---.D ()RAFT SPACES [30TH VERT. AND
HO R I Z,
0
18, ANCHORS:, SECURING WOOD T(-) C-'O[\ICRETL--- SHALL BE MIN. I" X '1/8" STEEL STRAP EMBEDDED
:r_
AND NAILED WITH (3) 1 6cl NAILS TO WOOD MEMBERS AS SET FORTH IN SI-ECTIONS 21110-3 OF THE
U
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0
❑
19, ANC- {'IRS S'E'CURING WOOD T01 WOOD SHALL 61L NOT LESS TI--IAN 11" X 1/81' STEEL STRAP MAILED
0
TO EACH, MEMBER WITI-I (3) 16d NAILS, OR SI--IALL BE A COMMERCIAL ANCHOR APPROVED BY 7HE
BUILDING OFFICIAL ANCHORING LEACI-1 MEMBER,
ce)
z-L
21, WHERE TI --IE INT. OF MASONRY WALLS AFB EF U R, R\ I D, SUCI-d FURRING SE --IALL BE TREATED AND
CO
FIREST(.-Ill"FIED AS 1--iERFIN REQUIRED AND SHALL BE SECURELY FASTENED T() THE MASCINR`� WITH MIN,
LL-
IW6
(1) Ull' MAIL IN AL'I'El--:\) NATE COURSE OF BLOCK,
LL
22, TliE ALLOWABLE LOADS ON ALL TYPES OF 'C-\0I`-,INECTORS SHALL BE A':-::, SET FORTH IN THE
j
STANDARDS LISTED IN SECTION 2;521.5 OF THE 2004.
`3. IN GENERAL, NAIL`-' '�---'LIALL PENETRATE' TI--IE SECOND MEMBER A DISTANCE EQUAL TO THE
2
THICKNESS OF THE MEMBER 1BEING NAILED- THERE'l-0. 'THERE SHkl BE MIN. (2) NAILS IN ANY
Lu
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C0NNf--.CI-I01\L
t
----ISOLATE TRUSS
FROM CONTACT W/ CONC.
F`
(2) #5 CONT.
-NO. 4 BAR LINTEL REINFORCEMENT
--- REQUIRED
---MINIMqM NO. 3 STIRRUP AS REQUIRED
@ 4.5' O.C.
INSULAT ING FORM
SCALE: N . T, S ,
HORIZONTAL LINTEL REINFORCEMENT
AS REQUIRED - #4
NOTE:
ASPHALT SHINGLE SYSTEM APPLIED AS INDICATED
IN PRODUCT APPROVAL ON BASE CAP OF 15# ASTM FELT
PAPER TIN TAGGED TO 19/32" CDX PLYWOOD ROOF SHEATHING
ON PRE- ENGINEERED WOOD TRUSSES SPACED AT 24" O.C.
PROVIDE 8D RS NAILS @ 6" O.C. THROUGHOUT AND 4" ON EDGES
PROVIDE 10D NAILS 0 4" O.C. ON HIP AND VALLEY
HURRICANE STRAP PER SCHEDULE
GALV. MTL RIBBED LATH
X-"
2 #5 CONT. BARS W/ CORNER BARS!
ALL REINF. TO BE 30" MIN. LAP.
STUCCO ON ICE WALL:
1ST COAT J" SYNTHETIC W1
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J"
FINISH COAT SMOOTH MIN.
F
3/4" RECESS
NEW FILL -\
SEE SITE PLAN_____
EXIST 00
ELEV.
WALL
ROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F.B.0 EDITION 2007
• PRE-ENG. GIRDER TRUSS
12 0 24 O.C.
5
2"X4" TRUSS BY TRUSS MANFG,
R-30 OPEN CELL SPRAY ON INSULATION
7
23 \-1/2" DRYWALL CEILING ON 1"X3" S_ WOOD FUR STRIP AT 16" O.0
W/ACOUSTICAL SPRAY
#5 0 16" HORIZ. O.C. (TYP.)
OR #4 0 12" HORIZ. O.C. (TYP.)
1/2" GWB - SCREW DIRECTLY
To POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 16" HORIZ. O.C. (TYP.)
OR #4 0 12" HORIZ. O,C. (TYP.)
R-22.6 INSULATION
9.5" FOAM BLOCK - 5,5" HOLLOW
CORE FILLED W/3,000 P.S-I- GONG.
#4 RE-BAR VERT. 0 12" O.C.
SHALL BE LAPPED A MIN OF 30"
4" GONG. SLAB ON GRADE
L I f 2
III WOOD BASE
j
t
L
- 4 CONC
W/ 6X6X10X10 2,500 P.S.I.
MIN,
OVER CLEAN COMPACTED
SOIL POISONED FILL AND V.B.
12" X 16" MONOLITHIC
FTC. W/ (2) #5 CONT.
')ECTION
SCALE: N.T.S.
T.O.B ELEV. : 8'-0" (SEE ELEV.)
z
tV MTL DRIP STRIP ON PT
1X2 PT WD BLOCKING ON PAINT
GRADE 2X8 WOOD FACIA
GALV. MTL RIBBED LATH
X-"
2 #5 CONT. BARS W/ CORNER BARS!
ALL REINF. TO BE 30" MIN. LAP.
STUCCO ON ICE WALL:
1ST COAT J" SYNTHETIC W1
EMBEDDED FIBERGLASS REINF. MESH
2ND COAT ROUGH MIN. J"
FINISH COAT SMOOTH MIN.
F
3/4" RECESS
NEW FILL -\
SEE SITE PLAN_____
EXIST 00
ELEV.
WALL
ROOF COVERINGS SHALL BE IN COMPLIANCE
WITH F.B.0 EDITION 2007
• PRE-ENG. GIRDER TRUSS
12 0 24 O.C.
5
2"X4" TRUSS BY TRUSS MANFG,
R-30 OPEN CELL SPRAY ON INSULATION
7
23 \-1/2" DRYWALL CEILING ON 1"X3" S_ WOOD FUR STRIP AT 16" O.0
W/ACOUSTICAL SPRAY
#5 0 16" HORIZ. O.C. (TYP.)
OR #4 0 12" HORIZ. O.C. (TYP.)
1/2" GWB - SCREW DIRECTLY
To POLYETH. TIES 0 MIN. 12"
EACH WAY
#5 0 16" HORIZ. O.C. (TYP.)
OR #4 0 12" HORIZ. O,C. (TYP.)
R-22.6 INSULATION
9.5" FOAM BLOCK - 5,5" HOLLOW
CORE FILLED W/3,000 P.S-I- GONG.
#4 RE-BAR VERT. 0 12" O.C.
SHALL BE LAPPED A MIN OF 30"
4" GONG. SLAB ON GRADE
L I f 2
III WOOD BASE
j
t
L
- 4 CONC
W/ 6X6X10X10 2,500 P.S.I.
MIN,
OVER CLEAN COMPACTED
SOIL POISONED FILL AND V.B.
12" X 16" MONOLITHIC
FTC. W/ (2) #5 CONT.
')ECTION
SCALE: N.T.S.
ML
APPS~ NlIIEN CMMM CI & AM
tNfqMLffM V= OF IM AMCWM. W
0W MAY NOT M I==
CM CIR
%M.wn=T cr lm
y
our, JOB No.:
1112.05928.SM
9' -0"
IT Ol
REVISIONS:
+ 0'-0"
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
r-
SHEET INDEX:
REEF FRAMIN5
PLAN, SECTION,
NOTES
"SHEET No.: —IN
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F-
ce)
0
06
CO
Cf)
LL-
IW6
LL
j
4
LL
Lu
0
c/)
C-4
LLj
=E
<
0-)
Lo
Ld
CA
Ld
6
LLJ
C)
0
C:>
u-
ML
APPS~ NlIIEN CMMM CI & AM
tNfqMLffM V= OF IM AMCWM. W
0W MAY NOT M I==
CM CIR
%M.wn=T cr lm
y
our, JOB No.:
1112.05928.SM
9' -0"
IT Ol
REVISIONS:
+ 0'-0"
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
r-
SHEET INDEX:
REEF FRAMIN5
PLAN, SECTION,
NOTES
"SHEET No.: —IN
S-3
L0
cr
LLJ co
C:)
Z
c:>
00
00
LU
LLJ
L0
n
F-
:(;0:
:z
LLJ
c-')
I
LIL j
C:)
cn
ML
APPS~ NlIIEN CMMM CI & AM
tNfqMLffM V= OF IM AMCWM. W
0W MAY NOT M I==
CM CIR
%M.wn=T cr lm
y
our, JOB No.:
1112.05928.SM
9' -0"
IT Ol
REVISIONS:
+ 0'-0"
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
r-
SHEET INDEX:
REEF FRAMIN5
PLAN, SECTION,
NOTES
"SHEET No.: —IN
S-3
J
k
ML
APPS~ NlIIEN CMMM CI & AM
tNfqMLffM V= OF IM AMCWM. W
0W MAY NOT M I==
CM CIR
%M.wn=T cr lm
y
our, JOB No.:
1112.05928.SM
9' -0"
IT Ol
REVISIONS:
+ 0'-0"
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
r-
SHEET INDEX:
REEF FRAMIN5
PLAN, SECTION,
NOTES
"SHEET No.: —IN
S-3