10-528-0072 #5X30" ADD'L. CORNER
SECTION TB (CORNER REINFORCING DEIRIL FOR RLL TIE BEAMS
N.T.S.
TYPICAL CONSTRUCTION
JOINT - 1 1/2" DEPRESSION
9 GAUGE DUR -O -WALL HORIZONTAL
REINFORCEMENT EVERY OTHER
COURSE (LADDER TYPE)
1 # 5
HEAD JOISTS
FILLED SOLID
DOWELS EXTEND 30"
FROM FOUNDATION
O
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CLEANOUTS TO BE SEALED
AFTER INSPECTION REQUIRED
AT ALL CELLS IF POURED IN
LIFTS EXCEEDING 2' - 0"
MASONRY WALL DE
N.T.S.
EXTERIOR
STUCCO FINISH 8' CONC. BLK. REFER TO TYP. WALL
8" CONCRETE BLOCK, SECTION FOR FINISH
FILL CELL W/ GROUT CAULKING AT PERIMETER OF INTERIOR
AND EXTERIOR OF JAMB
2 X 4 WOOD BLOCKING
WOOD FRAME
FRENCH DOOR
1/2" RIGID INSULATION) WOOD TRIM
1/2" GYP. WALL BOARD
INTERIOR
DOOR JAMB /HEAD DETAIL
N.T.S
PLYWOOD ROOF SHEATHING SHALL HAVE A MINIMUM PLYWOOD ROOF SHEATHING SHALL HAVE A MINIMUM
NOMINAL THICKNESS OF 19/32 INCH (15 MM) AND NOMINAL THICKNESS OF 19/32 INCH (15 MM) AND
SHALL BE CONTINUOUS OVER TWO OR MORE SPANS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF
SHEATHING PANELS SHALL BE PROVIDED WITH A SHEATHING PANELS SHALL BE PROVIDED WITH A
MINIMUM OF 2 INCH BY 4 INCH (51 MM BY 102 MM) MINIMUM OF 2 INCH BY 4 INCH (51 MM BY 102 MM)
EDGEWISE BLOCKING AT ALL HORIZONTAL PANEL JOINTS EDGEWISE BLOCKING AT ALL HORIZONTAL PANEL JOINTS
WITH EDGE SPACING IN ACCORDANCE WITH WITH EDGE SPACING IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS, FOR A DISTANCE AT MANUFACTURER'S SPECIFICATIONS, FOR A DISTANCE AT
LEAST 4 FEET (1219 MM) FROM EACH GABLE END. LEAST 4 FEET (1219 MM) FROM EACH GABLE END.
NEW BUILT UP ROOF MANF. GAF PROD. APPRO. # 94- 1014.01 NEW BUILT UP ROOF MANF. GAF PROD. APPRO. # 94- 1014.01
MINERAL SURFACE CAP SHEET ASPH ASTM D312 ON 2 PLAY NEW PRE - MANUFACTURED WD.TRUSSES MINERAL SURFACE CAP SHEET ASPH ASTM D312 ON 2 PLAY NEW PRE - MANUFACTURED WD.TRUSSES
FIBER GLASS ASPH ASTM D312 ON #75 BASE SHEET ASTM D312 @ 24" O.C. THE CONTRACTOR WILL FIBER GLASS ASPH ASTM D312 ON #75 BASE SHEET ASTM D312 @ 24" O.C. THE CONTRACTOR WILL
TYPE II TIN CAPPED W /ROOFING RING SHANK NAILS W/ 12 GA. SUBMIT MANUFACTURER SHOP TYPE II TIN CAPPED W /ROOFING RING SHANK NAILS W/ 12 GA. SUBMIT MANUFACTURER SHOP
X 1 4' RS @ 6" ON EDGES & 8" ELSEWHERE ON 5/8" CDX DRAWINGS FOR TRUSS PERMIT. X 1 4" RS @ 6" ON EDGES & 8" ELSEWHERE ON 5/8" CDX DRAWINGS FOR TRUSS PERMIT.
PLYWOOD W/ 8d RING SHANK NAIL @ 6" O.C. PROVIDE COUNTY APPROVED GAL. TRUSS PLYWOOD W/ 8d RING SHANK NAIL @ 6" O.C. PROVIDE COUNTY APPROVED GAL. TRUSS
NEW 3 "X3 ", 2C GA. GALV. METL. DRIP NAILED 12 CONNECTOR (SEE CONNECTOR SCHEDULE IN NEW 3 "X3 ", 2C GA. GALV. METL. DRIP NAILED 12 CONNECTOR (SEE CONNECTOR SCHEDULE IN
@ 4" O.C. W /12 GA. ANNULAR RING SHANK 3 SHEET S -2 FOR TYPE. & SPECIFICATIONS) @ 4" O.C. W /12 GA. ANNULAR RING SHANK 3 SHEET S -2 FOR TYPE. & SPECIFICATIONS)
NAILS. 24„ NAILS. 24"
TOP OF ROOF T.B. TOP OF ROOF T.B.
ELEV. + 9 -0 / 6a ELEV. + 9'-0"
i
NEW INSULATION (R -30 MIN) 3 COATS TO A TOTAL OF 1/2"
1 "X2" P.T. 1 "X2" P.T. SMOOTH STUCCO FINISH ON PAPER
WD. BLOCKIN NEW 1 2" GYPSUM DRYWALL CEILING SCREW TO WD. BLOCKIN .
2 "X8" WOOD FASCIA / BACKED MIL. LATH NAILED TO
1 "X3" WD NAILED @ 16" O.C. TO WOOD TRUSS 2'X8;' WOOD FASCIA 1/ 2" CDX PLYWOOD W/ 10d NAILS
PROVIDE 4" OF CONTINUUM PROVIDE 4 OF CONTINUUM @ 4" O.C. TO WOOD JOIST
SOFFIT SCREEN VENT SOFFIT SCREEN VENT
3 -LAYER OF 1/2" SMOOTH 3 -LAYER OF 1/2" SMOOTH EXISTING ORIGINAL
STUCCO FINISH ON PAPER NEW 1 "X 4" PT WOOD CONT. HORZ. STUCCO FINISH ON PAPER CONCRETE BEAM W/ 4 #5
BACKED MTL. LATH FIRE STOP BACKED MTL. LATH CONT. W/ #3 TIE @ 12" O.C.
NEW 1/2" GYPSUM DRYWALL SCREW TO 1 "X2„ (SEE MICROFILM ATTACHED)
EXISTING ORIGINAL 8'X12 CONCRETE TIE PT WOOD FURRING NAILED TO CBS WALL @ EXISTING ORIGINAL 8 "X12" CONCRETE TIE
BEAM W/ 4 #5 CONT. W/ #3 TIE @ 12" O.C. 16" O.C. BEAM W/ 4 #5 CONT. W/ #3 TIE @ 12" O.C.
2 -LAYER OF 1/2" 2 -LAYER OF 1/2" SMOOTH
SMOOTH TEXTURED I NEW 1 "X4" P.T. AT MID HIGH TEXTURED STUCCO FINISH
STUCCO FINISH r AT BOTH SIDE
EXISTING ORIGINAL 8 "X16" MASONRY EXISTING ORIGINAL 8 "X16" MASONRY
BLOCK EXTERIOR WALL NEW WALL INSULATION (R -6 MIN) BLOCK EXTERIOR WALL EXISTING 8 "X12" CMU
COLUMN FILL CELLS W/
CONRETE & 2) #5 VERTICAL
AT EACH CELL EXTENDED
NEW WOOD BASE FROM FOUNDATION TO BEAM
(SEE MICROFILM ATTACHED)
NEW TILE FINISH FLOOR
EXISTING 4 "CONC. SLAB REINF. EXISTING 4 "CONC. SLAB REINF.
W/ 6 "X6 "X W 1.4 ON WIRE W/ 6 "X6 "X W 1.4 ON WIRE
MESH OVER 4 MIL VAPOR MESH OVER 4 MIL VAPOR
I" EXP. JOINT \� \ \ /� \ /�� / \ \ / \ \� 1" EXP. JOINT
/ \ \ / \ \/� EXISTING 10 "X16" CONCRETE % \\ \\ / \\ \ \\ \ \%` EXISTING ISOLATED 3'X3'X12'
/ \ \ \/ \ / \ \// FOOTING W/ 2 #5 CONT.
CONCRETE FOOTING W/ 5 #5
AT EACH WAY AT TOP &
// // / / \ / / \% • . ' ' . ".. / BOTTOM.(SEE MICROFILM
ATTACHED)
TYP. WALL SECTION
SCALE: 1/2"=l'-O"
B TYP. WALL SECTION
SCALE: 1 /2" =1' -0"
BUILT UP ROOF MANF. GAF PROD. APPRO. #
94- 1014.01 MINERAL SURFACE CAP SHEET
ASPH ASTM D312 ON 2 PLAY FIBER GLASS
ASPH ASTM D312 ON #75 BASE SHEET ASTM
D312 TYPE II TIN CAPPED W /ROOFING GALV.
NAILS W/ 12 GA. X 1 4' RS @ 6" ON EDGES &
8" ELSEWHERE ON J" CDX PLYWOOD W/
8d RING SHANK NAIL @ 6" O.C.
PROVIDE 3 "X3 ", 2C GA. GALV. METL.
DRIP NAILED @ 4" O.C. W /12 GA.
ANNULAR RING SHANK NAILS.
STOP OF ROOF T.B.
�,,FELEV. + 8'-9"
PROVIDE 1 "X2" P.T.
WD. BLOC KIN
PROVIDE 2X8 WOOD FASCIA -
PROVIDE 4" OF CONTINUUM
SOFFIT SCREEN VENT
PROVIDE 3 -LAYER OF 1/2"
SMOOTH STUCCO FINISH ON
PAPER BACKED MTL. LATH
EXISTING 8 "X12" CONCRETE TIE BEAM W/ 4 #5 CONT.
W/ #3 TIE @ 12" O.C. AT CORNER AND 4'
ELSEWHERE (SEE NELCO TESTING REPORT &
AS -BUILT ATTACHED TO PLANS)
2 -LAYER OF 1/2"
SMOOTH TEXTURED
STUCCO FINISH
EXIST. 8" CONCRETE BLOCK W /N. 9 TRUSS
TYPE MASONRY REINFORCEMENT @ EVERY
SECOND COURSE VERTICALLY (TYP) AND
PROVIDE # 5 VERT. GROUTED SOLID AS
SHOWN IN THE FOUNDATION PLAN (SEE
AS -BUILT LETTER ATTACHED TO PLANS)
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REINFORCED GROUTED CELL CTYP.
AT EA.JAMB.
TYP.CBS WALL
STUCCO
1" X 4" P.T. WOOD BUCK
W/ 1/4" X 1 3/4" TAP CON
SCREWS A 4" FROM THE
END AND AT 15"
OC.MAX.ELSEWHERE
EMBEDDED IN CAULKING.
IMPACT RESISTANT GLAZING OR SHUTTER.
( IF REQUIRED PRODUCT CONTROL APPROVAL
AND A SEPARATE BUILDING PERMIT REQ'D)
EXTERIOR
WINDOW CONNECTION DETAIL
N.T.S
2 "X6" GRADE 2 SO PINE WOOD
JOIST @ 12" O.0
12" COUNTY APPROVED GAL. WOOD JOISTS
1/4 "f CONNECTOR (SEE CONNECTOR SCHEDULE IN
SHEET S -3 FOR TYPE. & SPECIFICATIONS)(SEE
AS -BUILT LETTER ATTACHED TO PLANS)
PROVIDE INSULATION (R -19
MIN) (SEE AS -BUILT LETTER
ATTACHED TO PLANS)
NEW 1/2" GYPSUM DRYWALL CEILING SCREW TO
1"X 3" WD NAILED @ 16" O.C. TO WOOD TRUSS
PROVIDE 1"X 4" PT WOOD CONT. HORZ.
FIRE STOP TO REMAI
PROVIDE 1/2" GYPSUM DRYWALL SCREW TO
PT WOOD FURRING NAILED TO CBS
WALL @ 16" O.C.(SEE AS -BUILT LETTER
ATTACHED TO PLANS)
o�
PROVIDE 1 "X4" P.T. AT MID HIGH
PROVIDE WALL INSULATION (R -6 MIN)
WOOD BASE
TILE FINISH FLOOR
EXIST. MONOLITHIC 4" CONC. SLAB ON GRADE
REINF. W/ 6 "X6 "X W 1.4 WIRE MESH ON WELL
COMPACTED FILL, PROVIDE 6 MIL VAPOR
BARRIER.(SEE NELCO TESTING LAB REPORT &
AS -BUILT LETTER ATTACHED TO PLANS)
:c \� // ' '� \ \ / / \ \ //\ EXIST. 12 "X16" MONOLITHIC
j �� ,' ; j \\ / \ \� CONCRETE FOOTING W/ 2 #5 CITY OF SOUTH MIAM)
\ S� � �� CONT. (SEE NELCO TESTING BUILDING DEPT,
// LAB REPORT & AS -BUILT
LETTER ATTACHED TO PLANS) STRUCTURAL SECTIOM
TYP. WALL SECTION
SCALE: 1/221=11-01)
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NoJDATE:
No. /DATE:
THESE DRAWING & SPECIFICATIONS
ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OF
TERRACOTA BUILDING SERVICES,
WHETHER THE PROJECT FOR WHICH
THEY WERE PREPARED IS EXECUTED
OR NOT, THEY ARE NOT TO BE
USED IN ANY MANNER ON OTHER
PROJECTS OR EXTENSIONS TO THIS
PROJECT EXCEPT BY AGREEMENT IN
WRITING AND WITH THE APPROPRIATE
COMPENSATION TO TERRACOTA
BUILDING SERVICES IS PROHIBITED.
CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL SITE CONDITION PRIOR
TO PROCEEDING WITH WORK.
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JOB No.: 515
DRAWN BY: T.B.S.
SCALE: AS SHOW
DATE: 06 -07 -2010
SHEET NAME:
SECTIONS & DETAILS
S -4
SHEET 7 OF TO