11-32-006PARTITION END
TYPICAL TURN
M2011*3
ASPHALT SHINGLES
90 LB TOP
30 LB BASE W TIN CAP
5/8" PLYWOOD
SHEATHING
HURRICANE STRAP
SEE STRAP SCHEDULE
GALVANIZED DRIP EDGE
1"x2" WD. PT.
f 9,_4„
T.O. NEW BEAMS
2 "x8" FASCIA BOARD
f g,
–4 „
T.O. EXISTING TIE BE
4 "x16" SCREEN VENT,
SEE ATTIC VENT CALC.
P.T. NAILER
8 "x12"
CONC. BEAM
3/4" STUCCO FINISH
TO MATCH EXISTING
1 "x6" WD.
(AROUND STEEL COLUMN)
4" SQUARE STEEL
COLUMN (SEE
STRUCTURAL DWG.)
PREF. WD. TRUSSES
SEE STRUC. FRAMING
PLAN AND DETAILS
R -30 BAT INSUL.
5/8" DRYWALL ON
1" FURRING STRIPS,
16" O.C.
DRILL & EPDXY 1 #6
@ 16" O.C. DOWELS 4"
INTO EXISTING TIE BEAM
W/ HIT –HY150 EPDXY
BY HILTY
EXISTING 8" x 12"
CONC. TIE BEAM
EXISTING CMU
WALL
R -4.1 FOIL INSULATION
5/8" DRYWALL ON
1" FURRING STRIPS,
16" O.C.
30 LB BASE W TIN CAP
5/8" PLYWOOD
SHEATHING
PREF. WD. TRUSSES
SEE STRUC. FRAMING
PLAN AND DETAILS
R -30 BAT INSUL.
NOTE:
G.C. TO VERIFY EXISTIN(
TIE BEAM HTS. IN FIELD
i1 f 9' „
–4
T.O. NEW WD. BEAM
f 8, -4" _
T.O. EXISTING TIE BEA
5/8" DRYWALL ON
1" FURRING STRIPS,
16" 0. C.
EXISTING 8" x 12"
CONC. TIE BEAM
EXISTING CMU WALL
NOTE:
G.C. TO VERIFY EX. FLC
FIELD AND MATCH NEW
TO ARCH. PLANS
ASPHALT - SH-iNGLES = =
90 LB TOP - -
5/8" DRYWALL ON
1" FURRING STRIPS,
16 "0. C.
NEW 8 "X12" CONC.
TIE BEAM
DRILL & EPDXY 1 #6
16" O.C. DOWELS 4"
INTO EXISTING TIE BEAM
W/ HIT –HY150 EPDXY
BY HILTY
5/8" DRYWALL ON
1" FURRING STRIPS,
16" 0. C.
TER AFTER EXCAVATION
TING IS COMPLETE IN
.3 AND ALL OTHER
TE PROTECTION.
0 THE BUILDING
3T CONTROL COMPANY.
COLTRAIN
JONa
/APOEIIT M
MIAMI
COLTRAIN AND JONES ARCHITECTS, PA.
AA 26000922
TELEPHONE (305) 285-67231 FAX (305) 285722
535 SW 8 ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
APPROVALS /REVISIONS DATE
1" PVC REVEAL
CAULK ALL JOINTS WOOD BASE (TO BE
� SELECTED BY OWNER)
3/4" STUCCO FINISH
TO MATCH EXISTING FLOORING (TO BE
10 1/2 "x10 1/2" I � o � EXISTING 2 "x8" WD. SELECTED BY OWNER)
CONC. COLUMN ►� G ° a EXISTING 2x8 WD.
ENCASMENT FLOOR JOIST FLOOR JOIST 3/4 CDX PLYWOOD
f 0 —0 2" x 10" PT. WD. JOIST z
„ - - -- - - - - - -- -- — — ------- - - - - -- - t 0,_0„ 12 O.C. TYP. O
F. F. ELEVATION ° FINISH FLOOR ELEVATION '� (TYP.) —
°a
–01-7t' - - -- METAL CONNECTORS H3 TIE w Q
PORCH F. ,�F. ELEVATION // // // // // // // �
BY SIMPSON W /(4)8d �
12 x 12 CONC. \ / \ / \ / \ / \ / \ / \/\ EXISTING 12 CMU WALL V
COLUMN ENCASEMENT \�j \�j \�j \�j\ TO JOIST AND (4)8d TO z Q W
LEDGER (TYP.) W W QV M
EXISTING CONC.
\ \ \ \ \ \ \ \// EXISTING CMU 2" x 10" P T. WD. J
;LAB AND WALL (BEYOND) -04 WALL Q
WALL FINISH GRADE WOOD BLOCKING I N 0
–21-611 / / \ / / \ / / \ / / \// BETWEEN JOIST TYP.
FINISH GRADE �j /� / /� / /� // // / / /� / /� / /� / /� / /� / /� // /// // / / / \ / /� / / \ /�, _ 3 _ 4 – – – – \ \ /\ \ / \\ \\ \ \ / \ \ / \\ \\ \ \/ 3" x 10" P T. WD. W
T.O. EXIST. FOOTING \ / / LEDGER BEAM W/ 3/40
W U) UL.
./ / \ / \ / \ /�� H I L TI K WI K – 3 �--
/ / \\ •I / \ \ / \ \ / \ \ / \ \ / \ \/\ \ \,, EXISTING CONC. EXISTING CONC. / \ \j \ \j\ \jam ANCHOR BOLTS 12 O.0 Z =
NEW CONC. //j – – – – % / / % / / % / / % / / % //% / / / / / / /%/ FOOTING FOOTING — O
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ m U ti
\ \ \ \ \ \ \ \ \ \ \ \ \ \�� \i \ \j \ \j \ \j \ \j \ \ / \ \/ GROUT SOLID FOR ANCHORS
FOOTING /\\ ��\\/����//
�� /� \� \ \� \ \� /� INSTALLATIONS AT EVERY Z ti Q
EXISTING CONC. ANCHOR LOCATION (TYP.) 0
FOOTING (BEYOND) --
1 WALL SECTION 2 WALL SECTION o
A3.1 3/4" =1'-0" A3.1 3/4" =1' -0" 0
Q
45° CORNER
TYPICAL'1' CORNER
1. METAL RUNNER 4. FASTEN STUDS TOGETHER
2. METAL STUD THROUGH ABUTTING SURFACE
3. GYP. WALL BOARD 5. STUD REQUIRED AT THIS
(SEE WALL TYPE) LOCATION REGARDLESS OF
SPACING
6. CORNER BEAD
3 PARTITION INTERSECTIONS - PLAN VIEW
Scale: 3" =1' -0"
8" NOMINAL C01
3%" METAL CHA
TO FLOOR
3%" METAL RUB
1/2" GYPSUM E
7/8" FURRING
CMU /METAL FRAMING INTERSECTION (PLAN VIEW'
Scale: 3" =1' -0"
72" PAINTED
35/8" METAL (
3%" METAL
CASING - T(
WOOD BUCK
SHIM AS RE(
PAINTED WOC
PAINTED WOC
Scale: 3" =1' -0"
++ L L I" L L �"
PAINTED WOC
)�" PAINTED
3 %" METAL (
3%" METAL
CASING - T(
WOOD BUCK
SHIM AS RE(
PAINTED WOC
PAINTED WOC
6
AV
1" 38" „
8
L LL
INTERIOR
TYP. INTERIOR DOOR (JAMB DETAIL
Scale: 3" =1' -0"
CI ?13UIILDING DEPT h�I
STRUCTURAL SECTION SEAL:
• �`� ;7
Mark A Coltrain AR 0013380 I
Richard K. Jones, AIA AR 0015755
SHEET TITLE:
DETAILS AND
SCHEDULES
Job No.
Drawn By:
J.R.0
Date Plotted:
Scale:
(VARIES — SEE DRAWING)
Drawing No.
A3.1