6611 SW 78 TERR_EB-09-015-006 47-7" G =366# REVISIONS
11-0* 17-7" 33'-0" NET UPLIFT 629#
STRAP 2 PLYWOOD NAILING DETAIL DATE
EV - 191 SCALE:N.T.S. 4)STEELSTUDS HSS 4"X4"x3/8'
8' X 4'LONG CONCRETE FILLED
RB
.......... ....... D- 3/16"FILET WELD ALL AROUND STL.
PROVIDE ItV 75-7�
T131 SPACINGAT 3116 COLUMN ITYP.@ TOP&BOTTOM
PANEL EDGES PREFABRICATED MOD TRUSSES 3116 STEEL PLATES)
24°ON CENTER SEE ROOF PLAN
co co co
4'x 8'CDX PLYWOOD \�10L-X10'70/4-
SHEATHING MIN.19132•THICK 12"xl 2"x3/4"STEEL PLATE
W/(4)ANCHOR BOLTS
@ @ @ MAX SPAN 24' STEEL PLATE
CD C) 5/8"0 x 12" MIN. EMB.
------------------------------------------
x x x
m 04 C14 04
N W NEI V 3/4- 0 3/4-
tt F- PROVIDE 2-x4'BLOCKING @
F ROOF C/) ALL PLYWOOD SEAMS,4�Er BACK
FLAT ROOF @ 4'o.c.EA.SIDE OF SEAM.
0) > 0 0 12' 12' u')
I I OF GABLE END.NAIL SEAM w/10d
LU -7
UJI o 0 0
M+ 0 0 0
24.=OD FASCIA SEE Z Lo
TYPICAL WALL SECTION NAILED LATERAL BRACING SEE DETAIL HSS 4"X4"X318" 2"0 HOLE FOR FILL GROUT
——1� ONTHISSHEET.
TC uj W/2-16d NAILS EACH TRUSS CONCRETE FILLED co 00
TO 10d NAILS AT 6a.c.AT PANEL EDGE 7 m 0
AND INTERMEDIATE SUPPORT A4)STEEL STUDS uj LILJ M T- 0
1x16•SPACE AT PANEL EN 4*o.c,@GABLE ENDS cf) Lo E
/8"OX4*LONG
FIRST 48'BACK
co c)
DS 12"x1 2"x3/4"STEEL PLATE 0 in
VV/(4)ANCHOR BOLTS E
5/8"O:K12" MIN.EMB, 10"XI0'x3/4" CL W W @
4t U) CL
GRAV =366# E60M STEEL PLATE w in
3/16 U (n
NET UPLIFT 629# U) Lij C%q 0 cp
PLYWOOD ROOF DIAPHRAGM HSS 4"X4'x3/8"
WOOD JOIST 2"x I STRAP 2 < 4 .0 .0
GRAV 7,47# CONCRETE FILLED U)
SHALL BE SIGNEI I AND SEALED BY z
L LL
SIO AL ENGINEER NET UPLIFT 1,086# 1 ROOF DIAPHRAGMS COMPLY WITH THE DESIGN RECOMMENDATIONS OF'A.P.A-DESIGN/CONSTRUCTION
A PROFES STRAP I GUIDE-DIAPHRAGMSAND THE LOCAL BUILDING CODE.
REGISTERE[I IN FLORIDA z co 1qT 0 0
2.PLYWOOD ROOF DECKING SHALL BE 19W MINIMUM THICKNESS,AND SHALL BE CONTINUOUS OVER TWO
OR MORE SPANS,WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 4- < 4 ��l MIN.LEVELING 1
tg:— c1*4 C) <
4
3.CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH Bd GALVANIZED NAILS,SPACED AT 6o,c.MAX AT SUPPORTED GROUT E E
EDGES AND AT 6or-ALONG INTERMEDIATE SUPPORTS, L)
CD
EXISTING GABLE ENDS NAIL SPACING SHALL BE 10d NAILS @ 4o.m MAX. -�E FOUNDATION PLAN (D 00
A FORDIMENSIONS
SE�
mlpp;=n POOIZ 4.INSPECTIONS:SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS(BY THE MUNICIPALITY, z Z 141)
ARCHITECT OR ENGINEER)OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. 3°
TO REMAIN
NEW o
Tc KRICK DETAIL STEELU"OLUMN (TYP) 4/S-3 Z I]IJ U.1
U) z
PROVIDE 2-x 1 BLOCKING @ALL SCALE:N.T.S
PLYWOOD SEAMS,4r BACK @
4*o.c,EA.SIDE OF SEAM.OF 0
GABLE END.NAIL SEAM w/(2)164
WOOD JOIST SEE
HNEW SO 04 PROVIDE Itr ROOF PLAN FOR T-
1 1 > I SPACINGAT SPACING CL
TCr-, PANELEDGES 10d NAILS AT 6o.m
I 4°x V COX PLYWOOD ATPANELEDGE TBI
AND INTERMEDIATE
IN.19W
u KRICK SHEATHING M
NEW THICK MAX SPAN 24' SUPPORT 4o.c.@ 8"X12"CONC. BEAM
GABLE ENDS FIRST
4r BACK
EXISTING
NEW SC HIPPED ROOF . . . .. . . . . . . . . . . . . . . . . . ..... . . . . . . . . . TB. ELEV.+191-9"
r
TO REMAIN
CID
C13 WALL
cn
M+ C13 WALL
2W WOOD FASCIA SEE
> TYPICAL WALL SECTION NAILED 8" LINTEL
W/2-16d NAILS @ EACH TRUSS 1-4�7A#L
ul 1116-SPACE AT PANEL ENDS
TB
UJ W co
1")
COLUMN iii
NEW -W NEW NEW 8"X12"CONC. COL. z
K ICK KRICK KRICK KRICK PLYWOOD NAILING DETAIL
RB RB RB RB . . . . . . . T . ELEV. +10'-0" UJ cy)
T —t T-B1 TC 8"11,6"OVERFLOW SCALE:N.T.S. . . . . . .
1111 11 111 IT7-r-T'-
(ELEV 19'-9-) SCUPPER. PLYWOOD ROOF DIAPHRAGM . . . . . . . . . . . . . . .
PICA
2-PLYWOOD ROOF DECKING SHALL BE lM2'MINIMUM THICKNESS,ANDS BE CONTINUOUS OVER TWO OR
Q` L OF 2) t ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF'A.PA DESIGN!CONSTRUCTION
16'-3m GUIDE-DLI\PHRAGMSAND THE LOCAL BUILDING CODE. 00
L MORE SPANS,WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS,
8" LINTEL
47-7"
3.CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALVANIZED NAILS,SPACED AT 6•mc.MAX.AT
SUPPORTED EDGES AND AT Wo.c.ALONG INTERMEDIATE SUPPORTS.CABLE ENDS NAIL SPACING SHALL BE 10d Lu ft-ft�
GRAV =7,47# NAILS @ 4'mc.
NET UPLIFT=1,0 86# 4.INSPECTIONS:SHALL COMPLY WITH THE LOCAL BUILDING CODE REQUIREMENTS FOR INSPECTIONS(BY THE
STRAP 1 MUNICIPALITY ARCHITECT OR ENGINEER)OF SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING
INSPECTIONS.' U)
Roof P-lan
N TBI
SCALE: 1/4" = V-0m 8"x12"CONIC. BEAM
LEGEND 4#5 BARS CD 'Tumomw
TIE BEAM :4 TIC I D
UMHEgHH= INDICATES 8' REINFORCED MASONRY WALLS. — 8"X16"CONCi,, COL.
STRAP SCHEDULE
INDICATES WINDOW AND DOOR OPENING
NVSTA- 20H BY NU-VUE 4 4 0 co U)
W/N I Od X 1 1/2"TO TRUSS & 4 ac
W/(6) 1 Od X 1 1/2-TO SEAT 4 co
NET UPLIFT= 1,306#
NOA 04m0510.03 CONC.BL WALL
NVRT-24 BY NU-VUE TIES#3 @ 4-O/C.
SHINGLE ROOFING ON 19W W/(7) 16d X TO WOOD JOIST& cn
THICK EXTERIOR GRADE w G.B. SEE FOUNDATION SCH
PtYWOOD DEOKING (5)X 1/4-0 TAPCON TO T.B. West Elevation
28 GA.MIN.31/2X3 11r CONT. NET UPLIFT= 880#
GALV.METAL DRIP"LED 3'm 12 12 4 NOA 03-0327.14 _:�--�OPENING — > RB. SEC SCALE: 3/16" V-0"
MAX ALONG EDGE AND BULLED 4 CAP E BEAM SCH
IN
A-,TB.REV.+19--v Re 12 12
I-F 4 14 z
R-30 BATT. A
I U�
LAMON
I'XZ'P.T.BLOCKING INSULATION 1 ft 5 IN �LCX�—K "�1#5 IN LOCK . . . . . . . . . . TB. ELEV. +19'-9"
2'W WOOD FASaMA ILL C -1—FT77-11
FILLED CELL ILLS CELL
CELL
WOOD RAFTIERS AT STRUCTURAL DETAIL TO OPENING DE 3' TO 8'
Z-O'O.0 MAX(TYP) SCALE:N.T.S TC1 TC1
CRICKET WOOD TRUSSES USP RT 16F 14 GA.STEELS CODE: 8"X16"CONC. COL 8"X16"CONC. COL
USTIEBEAM BT MANUFACTURER.
BEAM W1(12)164 NAILS AT EACH END.TYPICAL AT EXISTING ROOF COLUMN RB. GONG
W/&B*R.H. 4' Z-G'O.C.UPLIFT 1,0%# CAP SEE BEAM SCH
C. (1)2X12 PT WOOD HEADER SBCCI 2031,DADE COUNTY,FL M1211&03 8"X12"CONC. COL.
WD 27X6*PT
EXISTING
314'0 x 21/4"EMBED,INTO TRUSS
CONCRETE OR GROUT FILLED @ 12-O.C.
12 12
60
WI(l)DYNABOLT BY RED HEAD
(1)WOOD JOIST
2X12 @24.0.C.
8'X12*CONC.TIE BEAM W/ B I CEILING
ATTACH NEW RAFTER TO
4#5•S&W1#3 TIES @ 4.O/C. TB SEE BEAM TB. ELEV.+101-0"
THE FIRST 44r FROM EACH USE Mn3 USE SCHEDULE TOP CHORD OF EXISTING TRUSSES W1 1-1/4' . . . . . . . . . . . . . . . . . . . . . .
CORNER&12*REMAINDER& 16 Clk TWIST STRAP @ EVERY SUPPORTIING TRUSS
-S�P &NAILED W/(4)10 D NAILS EA SIDE OF STRAP OW1 NEW
W/2WS,5'-O'LONG,BE SCHEDULE SCHEDULE PARTITION WALL 4'
0 @—CORNERS.
NEW
Ifr GYP I BOARD ON 1'x 2" ON WALL 4' /X
V6qNDOW-B SEE P.T.FURRING @ 1
EXISTING T131
WIN DOWSCHEDULE CMU WALL
(R-5 INSULATION) ZEXISTING 8"X12"CONIC. BEAM D Ab
T
CB WALL
6E1 6-08
10 GYP.BOARD ON I*x 27' COLUMN
CONC.WINDOW SILL W1 P.T.FURRING @ 16-D.C. COLUMN
CONT. (R-5 INSULATION) 8"X12"CONC. COL.
8"X12"CONC. COL.
W OD STAIR� L_2��O�WN
#5 TIE DOWN TYP.AT EA.JAMB. SHEETS14A WOOD BASE
SET IN CONC.BLOCK FILLED CELLS Ld
F.F.E=Z-71/7 WOOD BASE
(TC-1 SEE A-2) DESIGNED
MATCH EXIST.
WOO BASE LEVEL
r= LLJ
F.F.i O�O DRAWN 0
Ir2*EXPANSION JOINT 1711 T . ELEV.+2°- '®
EXISTING FL COR WOOD J.L.
F�l I E�d 11-1 G N
TB. ELEV.:t 0�4'
STING CONC.SLABI
SLAB illlll�III II
NEW 12W4* G.B. SEE FOUNDATION SCH
12'x 24*CONC.FOOTING W/3#5 BARS CONT. N Section IZ�-3 EXI 12•x24•-
-SOIL CONDITION AT SITE(BY VISUAL INSPECTION) SCALE. 3/16- 1`-G-
INDICATES ALLOWABLE BEARING OF 2DD0 PSF L
SHOULD ANOTHER CONDITION BE FOUND;NOTIFY
ENGINEER South Elevation
SCALE: 3/16" = V-0"
N!:RAL.
>-3/16 T7q
;VI=
0
N . DATE=
V5'j
W
4RO
<12-
FT-
W" ANCHOR TS
5184 X 1 2� MIN.
S-3)
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