13-1306-007EXISTING ROOF
OVERHANG
NEW 2X10 WOOD
RAFTERS 0 24"
O.0 (TYP.)
NEW 3X10" P.T. WOOD LEDGER,."
EDGER _____
BEAM FASTENED TO EXISTING
CONCRETE TIE BEAM WITH 5/8 "0
ANCHOR BOLTS HILTI KWIK
8OLT -3 BY HILTI, SPACED AT 12' -' - "-
ON CENTERS (TYP.)
------ - - - - -- - - - --
I
I
I
------------- ► - - - --
NEW 2X10 WOOD
RAFTERS 0 24"
O.0 (TYP.)
NEW 3X10" P.T. WOOD LEDGER
BEAM FASTENED TO EXISTING
CONCRETE TIE BEAM WITH 5/$'0
ANCHOR BOLTS HILTI KWIK
BOLT -3 BY HILTI, SPACED AT 12"
ON CENTERS (TYP.)
EXISTING CONCRETE
TIE BEAM
EXISTING CMU WALL
i `--2X8 WD
BLOCKING AT
MID SPAN (TYP.)
I
1
I
I
I
I
I
.---------- - -j- -- - - - - -- -
I - -
I
I
. .
1/2'
0
N
ROOF PLAN
SCALE 1/4 " =1' -0"
C -1
(TYP-)
I
I.
I
I
I
I
I
• C -1
I,
I
I
I
I:
i.
I'
I
-C -1
(TYP.)
II I
-C -1
(TYP') 1
S -4
(3)2X12" WOOD BEAM WITH
1/2" 0 A307 GALVANIZED
THRU BOLTS WITH NUT AND
WASHERS 0 24" O.0 MAX,
EQ DISTRIBUTED, STAGGERED.
EXISTING ROOF STRUCTURE TO REMAIN
UNDISTURBED. (TYP)
C -1
(TYP.)
DETAIL, -1
EXIST.
POOL
EXISTING ROOF
OVERHANG
LUS28 BY SIMPSON (TYP.) W/ (6)10d NAILS
TO LEDGER BEAM AND (4)10d NAILS TO
RAFTER (TYP.)
FLORIDA APPROVAL FL10655.
ALLOW. UPLIFT CAPACITY =1,165 LBS
ALLOW. GRAVITY LOAD CAPACITY =1,480 LBS
CALCULATED UPLIFT LOAD =555 LBS
CALCULATED GRAVITY LOAD =570 LBS -
NVRT -20 BY NU -VUE (TYP.) W/ (7)16D
NAILS TO WD. BEAM AND (7)16D NAILS
NOTE:
WITH 3000 PSI FINE MASONRY GROUT:
SEE 'PLYWOOD SHEATHING NOTES" FOR
BLOCKS IN CONNECTION AND AT LEAST ONE
NAILING REQUIREMENTS. ALL ROOF
WOOD BEAM (3)2X12" WITH " 3"
SHEATHING NAILS SHALL BE HAND- DRIVEN.
1/2" 0 A307 GALVANIZED
PLYWOOD PANEL (NORMALLY 4'X8') LAY IN NAILING AT INTERMEDIATE SUPPORTS
A STAGGERED JOINT PATTERN CONT. OVER ( "FIELD NAILING ") - SEE "PLYWOOD
2 OR MORE SPANS ON NEW 1X6T &G WOOD
SHEATHING NOTES"
BOARDS.
-
CONFORMING WITH ASTM A193
- =
GRADE B7.
N =
NOA No. 09- 0224.06,;
EMBEDDED INTO SOLID 066b)
M
_;-
BLOCK CELL.
STRUCTURAL
3/4' 0 A307
SSU�T iO?; ,
GALVANIZED THRU
BOLTS WITH NUT AND
WASHERS.
?'''•= ; EY.
1/4w STEEL BENT PLATE
LEAYF-
GAPS 1/$'
SECTION C -C
Al
.'
•
,
NAILING AT BOUNDARY
'
•
EDGES- SEE 'PL
'
•
SHEATHING NOTES"
,
SUPPORT FRAMING
FISHEATHING DETAIL
(TYP.)
/4 " =1' -Q"
NEW 5/8" PLYWOOD SHEATHING ON 1
T&G 1 X6 WOOD BOARDS. SEE
SHEATHING DETAIL AND NOTES NEW 2X10' RAFTERS
`0 24" O.0 (TYP.)
Nil-
r --
11Ln VAiv r,,, TTVVU LWULn
FASTENED TO EXISTING CONCRETE TIE
BEAM WITH 5/8" 0 ANCHOR BOLTS
HILTI KWIK BOLT -3 BY HILTI, SPACED
AT 12' ON CENTERS (TYP.)
SECTION 13-13
TO RAFTER (TYP.)
FLORIDA APPROVAL FL 599,6.
ALLOW. UPLIFT CAPACITY =1,132 LBS
CALCULATED UPLIFT LOAD =987 LBS
NEW 5/8" PLYWOOD SHEATHING ON T&G 1X6 1
WOOD BOARDS. SEE SHEATHING DETAIL AND NEW WOOD BEAM CONSISTING OF
NOTES A , (3)2X12' WITH 1/2" 0 A307
GALVANIZED THRU BOLTS WITH NUT
AND WASHERS 0 24' O.0 STAGGERED.
I �
i
I 1X2" P.T. WOOD
2X8 WD BLOCKING AT NEW 2X10" RAFTERS 2X12" WOOD FASCIA
MID SPAN (TYP.) 0 24' O.0 (TYP.) -
3/4" 0 A307
GALV NIZED THRU
BOLTS.
I
A , O.H. SEE ARCH.
1/4' STEEL BENT PLATE I E70XX
S E C T ION 1 3/16"
STEEL COLUMN. SEE COLUMN I
1 =1 -0 S -2 SCHEDULE
I
I
NEW WOOD BEAM CONSISTING
OF (3)2X12" WITH 1/2" 0 , c
A307 GALVANIZED THRU BOLTS 4' STEEL
WITH NUT AND WASHERS 0 1/4"
24' OX STAGGERED, PLATE
I 1/4" STEEL F;r BENT PLATE I
3/4' 0 A307
GALVANIZED
THRU BOLTS.
Q
CMU WALL
PLYWOOD ROOF SOT}tlNG NOTES:
1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS.
2, ALL ROOF PANEL SHEATHING SHALL BE 5/8 "(NOM.) TYPE COX
EXP. APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL
BE PROVIDED BY USE OF BLOCKING BETWEEN FRAMING.
UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH LU
' RING -SH�K NAILS AT 4" 0/C AT SUPPORTED PANEL EDGES
AND 6. O/C AT INTERMEDIATE SUPPORTS.
3. INSTALL ALL PLYWOOD SHEATHING WITH THE STRENGTH AXIS OF
THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS
OVER TWO OR MORE SPAN$. STAGGER PANEL END JOINTS.
ALLOW 118" SPACING AT PANEL ENDS AND EDGE$ UNLESS
OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER.
' 4. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT
OVERDRIVEN. THE USE OF STAPLES AND PNEUMATIC NAIL
' GUNS ARE PROHIBITED FROM USE.
' ROOF WOOD BOARDS:
1. ROOF WOOD BOARDS TO BE TONG AND GROOVE 1 "X6 "X8' -0 ",
BOARD GRADE, LAID IN A STAGGERED JOINT PATTERN AND
CONTINUOUS OVER 3 OR MORE SPANS.
2. BOARD ROOF SHEATHING SHALL HAVE A NET THICKNESS OF NOT
LESS THAN 3/4 " (1" NOMINAL); AND SHALL BE NAILED SO
THAT IT STAYS IN PLACE TO RECEIVE PLYWOOD SHEATHING
NAILING THROUGH IT INTO FRAMING BELOW
EPDXY ANCHOR HIT-HY150 WITH
THREADED ROD HAS BY HILTI,
CONFORMING WITH ASTM A193
GRADE B7.
NOA No. 09- 0224.061 5"
1/4" STEEL BENT PLATE , C E70XX EMBEDDED INTO SOLID GROUTED
TYP. BLOCK CELL
3/16'
WOOD BEAM WOOD BEAM STEEL
CONNECTION TO WALL CONNECTOR DETAIL
DETAIL -1: WOOD BEAM CONNECTION TO WALL
SCALE 10= V -0"
NEW 5/8" PLYWOOD SHEATHING ON T &G 1X6 WOOD
BOARDS. SEE SHEATHING DETAIL AND NOTES
NEW ) X10' RAFTERS 0 24" O.0
TYP. 1
II
4" L 4"
3/4" 0 A307
GALVANIZED THRU
BOLTS.
E70XX
TYR
3/t6"
SECTI N A -A
NVRT -20 BY NU -WE (TYP.) W/ (7)16d
NAILS TO WD. BEAM AND (7)16d NAILS
TO RAFTER (TYP.)
FLORIDA APPROVAL FL 599.6.
ALLOW. UPLIFT CAPACITY =1,132 LBS
CALCULATED UPLIFT LOAD =905 LBS
L-NEW WOOD BEAM CONSISTING
OF (3)2X12" WITH 1/2" 0
A307 GALVANIZED THRU BOLTS
WITH NUT AND WASHERS 0
24" O.0 STAGGERED.
NOTES:
1.- IF BLOCK WALL IS HOLLOW AT PLACE OF CONNECTION, CAREFULLY REMOVE
BLOCK FACE ABOVE CONNECTION LOCATION, AND FILL CELL SOLID WITH 3000 PSI
MASONRY FINE GROUT.
2,- AFTER GROUT HAS REACHED FULL STRENGTH, INSTALL EPDXY ANCHORS SO
THAT:
_ONLY ONE ANCHOR IS INSTALLED PER BLOCK,
- CENTER ANCHOR HORIZONTALLY IN BLOCK
- SEPARATION OF ANCHOR FROM VERTICAL JOINT TO BE MORE THAN 4'
EXISTING CMU WALL TO BE FILLED SOLID
WITH 3000 PSI FINE MASONRY GROUT:
BLOCKS IN CONNECTION AND AT LEAST ONE
ABOVE AND ONE BELLOW -
WOOD BEAM (3)2X12" WITH " 3"
1/2" 0 A307 GALVANIZED
THRU BOLTS WITH NUT AND d, -
WASHERS 0 24" O.0
STAGGERED.
EPDXY ANCHOR HIT -HY150 WITH
THREADED ROD HAS BY HILTI,
-
CONFORMING WITH ASTM A193
- =
GRADE B7.
N =
NOA No. 09- 0224.06,;
EMBEDDED INTO SOLID 066b)
M
_;-
BLOCK CELL.
STRUCTURAL
3/4' 0 A307
SSU�T iO?; ,
GALVANIZED THRU
BOLTS WITH NUT AND
WASHERS.
?'''•= ; EY.
1/4w STEEL BENT PLATE
; - T" "D
SECTION C -C
Al
MW QM2j MMA PER &%U -10
BASIC WIND SPEED V= 175 MPH (FOR ULTIMATE ANALYSIS)
WIND EXPOSURE = C
BUILDING CATEGORY: II
ENCLOSURE CLASSIFICATION = BLDG ENCLOSED r�
Kd= 0.85
qh= -33.94 PSF (FOR ASD ANALYSIS)
TELEPHONE (305) 285-67231 FAX (305) 285-6722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION I
BUILDING INSPECTIONS I CAD PRODUCTION
CDNSULTANT/ W ESS
APPRgWALS/Wf&0N1S DATE
1� BUILDING DEPARTMENT REVIEW 12 -30 -13
cn
w
W �
U o
Z w J
u EL LLJ LL
j n >..r
C)
W z �x
oN
OC Q SO
a
D �
v
0
CL
S✓FJIL:
* N*=
IZ- 13-41a ti
STATE OF
CAPU D12SGN INC.
8040 SW 37 TERRACE
MIAMI FL 33155
C.A 26021
CARLOS A. DEL PINO
PE 59888
(D PH. (305) 815 -1643
capledesign@gmaii.com
SHEET T1TL�
ROOF PLAN AND DETAILS
Job No. Drowinq No.
Dt m By:
D . f b*•: %Sm2
Scxdc
(VIBES - SEE DRAWING)