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❑ JOSEPH W. SCHULKE
FL REG. NO. 47048
❑ JODAH B. BITTLE
FL REG. NO. 57396
O#WAM P. STODDARD
/ FL REG. NO. 57605
SHEET
S2.3
PROJECT NO.
20-100
2x4 OUTRIGGERS
® 12" OC
(2) 2x4 OUTRIGGERS
ATTIC VENTILATION REQUIREMENT
AREA OF ENCLOSED ATTIC ADDITION = 1722 SF
2020 FLORIDA BUILDING CODE, RESIDENTIAL R806
NET FREE VENTILATION AREA MINIMUM = lf5o x ATTIC AREA
REQUIRED NET FREE VENTILATING AREA = 7i5o x 1722 SF = 11.48 SF
PROVIDE LOUVERED VENT WITH �" GALVANIZED WIRE CLOTH AT EACH GAF3LE END
SEE BUILDING ELEVATIONS FOR LOCATION
MINIMUM REQUIRED VENT AT EACH GABLE:
TRIANGULAR
BASE = 7'-3"
HEIGHT 1'-10"
NET VENTILATION AREA PROVIDED = 2 X 6.64 SF = 13.28 SF
2�4 OUTRIGGERS
® 16" OC
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2x6 STRUCTURAL
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CONTINUOUS
(2) 2x4 OUTRIGGERS
2x4 OUTRIGGERS
® 12" OC
STRUCTURAL NOTE
2x10 PT AND 2x10 LE:i�GER FASTENED W/ �" THREADED ROD,
DRILL AND EPDXY (MIN 5" EMBED) ®24" OC, STAGGERED
Q2x8 PT AND 2x10 LEDGER FASTENED W/ �" THREADED ROD,
B DRILL AND EPDXY (MIN 5" EMBED) ®24" OC
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/� FASTEN EA JOIST TO DBL JOIST W SIMPSON U26 SKEWED LEFT 45'
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FASTEN DBL HIP RAFTER TO TOP OF POST W/ (2) SIMPSON MTS72Z
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❑ JOSEPH W. SCHULKE
FL REG. N0. 47048
❑ JODAH B. BITTLE
FL REG. N0. 57396
�IIL�JAM P. STODDARD
�� iREG.�O. 57805
SHEET
52.4
PROJECT N0.
20-100
METAL ROOF
MIN 30LB FELT
FASTEN EA RAFTER
TO BEAM W/
SIMPSON H10AZ _.
TOP OF BEAM s;
108'-0"
DRIP CAP
WOOD BEAM,
SEE PLAN r-
2X SUB -FASCIA I
SEE PLAN FOR
TRUSS FASTENING
(2) 2x10 PT LEDGER FASTENED
W/ %" THREADED ROD, DRILL
AND EPDXY (MIN 5" EMBED) ®�
24" OC, STAGGERED
2X BLOCKING BETWEEN
TRUSSES AND RAFTERS
AT PITCH BREAK
12
3F_
2x8 RAFTERS
® 24" OC
FASTEN EA RAFTER -/
TO LEDGER W/
SIMPSON LRU28Z
(2) COURSES OF 8"
MASONRY U-BLOCK
REINF W/ #5 EA COURSE
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STUCCO FINISH
(3 COATS) OVER 8"-1__�
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(BEYOND)
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FASTENED W/ %" THREADED
1
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EMBED) ® 24" OC, STAGGERED
I I
§'4x6 COMPOSITE DECKING
WOOD
SEEBEAM,
I i
FASTENED W/ (2) #10x3J�Z" 6" STEP
STAINLESS DECK SCREWS AT
EACH CROSSING
TOP OF ECKING
99'-6"
2x8 PT JOISTS ® MAX 16" OC
FASTEN EA JOIST
W/ SIMPSON E
LUS28Z EA END
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FOOTING
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53.1 SCALE 3/4"=1'-0"
MASONRY COLUMN
SEE PLAN FOR ROOF
SHEATHING AND
FASTENING REQUIREMENTS
12
6F /
TOP OF WALL
110'-8"
PRE-ENGINEERROOF TRUSSES
(DESIGN B OTHERS)
•
R-30 BATT
FINSULATION
CEILING
108'-0"
X" DRYWALL FASTENED
DIRECTLY TO BOTT
CHORD OF TRUSSES
X" DRYWALL OVER
R-4.1 FOIL INSULATION
AND �4` PT FURRING
8" MASONRY WALL REINF W/ 9 GA
LADUR TYPE REINF ® 16" OC AND
#5 VERT REINF IN CONC FILLED
CELLS AT THE FOLLOWING LOCATIONS:
1. ALL CORNERS AND INTERSECTIONS
2. MAX 48" OC
3. ADJACENT TO OPENINGS
4. AS SHOWN ON THE PLANS
aM
gm
CONCRETE SLAB ON
FLOORING GRADE, SEE PLAN FOR
THICKNESS AND REINF
FIRST FLOOR
100'-0"
8" FHA BLOCK 6 MIL POLY
W/ #5 CONT VAPOR BARRIER
BACKFILL W/ CLEAN
GRANULAR SAND COMPACTED
TO 95% MAX DRY DENSITY
MASONRY
STEM WALL
SEE SCHEDULE
FOR FOOTING
I
MASONRY COLUMN
(BEYOND)
I
MASONRY COLUMN
(2) 2xl2 VERT BELOW WOOD
BEAM FASTENED W/ (8)
Y4"x6" TAPCONS, STAGGERED
FASTEN BEAM TO
2x12 VERT W/ (2)
SIMPSON MTS16
TOP VIEW
FASTEN BEAM TO COLUMN
W/ (2) ;Y4' DIA HILTI KWIK
BOLT 3 (MIN 3)�" EMBED)
4'-0"
LAP CENTERED
OVER COLUMN
IF REQUIRED
MASONRY
COLUMN
WOOD BEAM,
SEE PLAN
WOOD BEAM, ®�� WOOD BEAM,
SEE PLAN �� ° �.� SEE PLAN
FASTEN BEAM TO FASTEN BEAM TO COLUMN
2xl2 VERT W/ (2) W/ (2) �4'- DIA HILTI KWIK
SIMPSON MTS16 BOLT 3 (MIN 3Yz" EMBED)
(2) 2x12 VERT BELOW WOOD
BEAM FASTENED W/ (8)
Y4"x6" TAPCONS, STAGGERED
OPTION 2
(SPLICE IN BEAM)
MASONRY
COLUMN MIN 3"
EDGE DIST
®� WOOD BEAM,
SEE PLAN
FASTEN BEAM TO
2x12 VERT W/ (2)
SIMPSON MTS16
I -54x6 COMPOSITE DECKING I I 9,4x6 COMPOSITE DECKING
FASTENED W/ (2) #100)�" WOOD BEAM, FASTENED W/ (2) #1001j"
STAINLESS DECK SCREWS AT SEE PLAN I I STAINLESS DECK SCREWS AT
SEE SECTION B/S3.1 EACH CROSSING FASTEN EA STRINGER TO BEAM
EACH CROSSING
M I I
TOP OF DECKING TOP OF DECKING
FOR CONNECTION 99'-6" W/ SIMPSON LSCZ 99,-6"
SEE ARCHITECTURAL
DRAWINGS FOR RISER
WOOD BEAM, — — — — — — — AND STEP DIMENSIONS — — — — ; — — — — —
SEE PLAN ' co
iv 2x8 PT JOISTS I to 2x8 PT JOISTS
x (BEYOND) 2X BLOCKING I x (BEYOND)
< BETWEEN STRINGERS
FINISHED
GRADE FINISHED 2x12 P AIR I
GRADE I I STRINGER
f
FASTEN EA STAIR —AS?. (2) 2x8 PT BLOCKING BELOW
STRINGER TO LEDGERWOOD BEAM, AT STAIR
W/ SIMPSON H2.5AZ — — I Imo. STRINGERS FASTENED W/ (2) 3l'4"
o w — J — — — � — DIA HDG BOLTS AT EA POST
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• *L FASTENED TO POSTS W/ w I
SEE SCHEDULE (2) W DIA HDG BOLTS z mFOR FOOTING I I FOOTING
w I [--(BEYOND)
4x4 PT POST
#-- - - - - - - - - - -I
SCALE 3/4"=1 ' - 0"
SCALE 3/4"=1'-0"
FASTEN BEAM TO COLUMN
W/ (2) %'- DIA HILTI KWIK
BOLT 3 (MIN 3h- EMBED)
(2) 2x12 VERT BELOW WOOD
BEAM FASTENED W/ (8)
Y4'x6" TAPCONS, STAGGERED
OPTION 1
(CONTINUOUS BEAM)
LOWER BEAM CONNECTION
SCALE 3/4"=1'-0"
MIN 3"
EDGE DIST�
I
FASTEN BEAM TO COLUMN
W/ (2) N4" DIA HILT] KWIK--"K
BOLT 3 (MIN 3)k" EMBED)
FASTEN BEAM T0�
2x12 VERT W/ (2)
SIMPSON MTS16
(2) 2x12 VERT BELOW WOOD
BEAM FASTENED W/ (8)J
Y4"x6" TAPCONS, STAGGERED
FASTEN BEAM TO
2xl2 VERT W/ (2)
SIMPSON MTS16
WOOD BEAM,
SEE PLAN
MASONRY
TOP VIEW
MASONRY COLUMN
(2) 2xl2 VERT BELOW WOOD
BEAM FASTENED W/ (8)
4%6" TAPCONS, STAGGERED
FASTEN BEAM TO COLUMN
W/ (2) -Y4" DIA HILTI KWIK
f BOLT 3 (MIN 3h" EMBED)
WOOD BEAM,
SEE PLAN
WOOD BEAM,
WOOD BEAM,SEE PLAN
SEE PLAN °
FASTEN BEAM TO COLUMN
b W/ (2) W DIA HILTI KWIK
BOLT 3 (MIN 3h EMBED)
LOWER BEAM CORNER CONNECTION
SCALE 3/4"=1'-0"
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❑ JOSEPH W. SCHUUCE
FL REG. NO. 47048
❑JQDAH B. BITfLE
REG. NO. 57396
AM P. STODDARD
RE �ANO. 57605
Q l5�' L U L � •
�A SHEET
S3.1
PROJECT NO.
20-100
FASTEN EA OUTRIGGER
TO RAKE BEAM W/ '
SIMPSON HETA12
FORM AND POUR
CONCRETE
RAKE BEAM - e
MATCH
ROOF SLOPE
Q a
(2) #5 CONT
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MIN 12"
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— — — — — — —
— — — — — — — — — — — — - —
1
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SECTION A -A
FASTEN EA OUTRIGGER
TO RAKE BEAM W/
2x4 OUTRIGGERS
SIMPSON HETA12
® 16" OC
FASTEN W/
FASTEN OUTRIGGER TO
SIMPSON LUS24
A -A TRUSS W/ SIMPSON LUS24
2x6 SUB -FASCIA
CONTINUOUS
SOLID PLYWOOD SOFFIT. 1% CDX
APA RATED PLYWOOD FASTENED
PROVIDE MOISTURE BARRIER
W/ 8D ® 4" OC EDGE AND FIELD
BETWEEN CONCRETE AND
OUTRIGGERS
8"xMIN 12" CONCRETE RAKE
-
BEAM REINF W/ #5 TOP
= -_
AND BOTT. FORM AND POUR
-' -
TO MATCH SLOPE OF ROOF
2x10 PT AND 2x10 LEDGER`
FASTENED W/ %" THREADED
=,
ROD, DRILL AND EPDXY (MIN 5"
EMBED) ® 24" OC, STAGGERED
PRE-ENGINEERED ROOF TRUSSES
I ` (DESIGNED OTHERS)
'7
SEE PLAN FOR ROOF
1
SHEATHING AND
FASTENING REQUIREMENTS
I =z
METAL ROOF 12
\,
3
MIN 30L6 FELT-� '"
�...�_"----=_:.
SEE TYPICA DETAIL FOR
—' FLASHING
L
F
FASTEN EA RAFTER
TO LEDGER W/
SIMPSON LRU28Z
2x8 RAFTERS
® 24" OC (2) COURSES OF $"
MASONRY U-BLOCK
REINF W/ #5 EA COURSE
7it3" STUCCO FINISH
(3 COATS) OVER 8"
MASONRY BLOCK
SCALE 3/4"=1'-0"
E TIE BEAM REINF
TOP OF WALL
110'-8"
R-30 BATT
INSULATION
CEILING
Xi" DRYWALL FASTENED
DIRECTLY TO BOTT
DRYWALL OVER
" CHORD OF TRUSSES
R-4.1 FOIL INSULATION
AND 3/4" F'T FURRING
MASONRY
WALL
n TYPIC.AI PRFC,AST LINTEL HEADER
SCALE NTS
wcl:
ZCL
MATCHING DOWELS
FOR VERT REINF
MASONRY COLUMN
WOOD BEAM,
SEE PLAN
MASONRY COLUMN
TOP VIEW
4'-0"
LAP CENTERED
OVER COLUMN
IF REQUIRED
n n
OPTION 2
(SPLICE IN BEAM)
MASONRY COLUMN
FASTEN BEAM TO
COLUMN W/ (2)
SIMPSON HETA16
WOOD BEAM,
SEE PLAN
WOOD BEAM,
SEE PLAN
FASTEN BEAM TO
COLUMN W/ (2)
SIMPSON HETA16
n n WOOD BEAM,
(I SEE PLAN
FASTEN BEAM TO
r jl� �
COLUMN W/ (2)
SIMPSON HETA16
OPTION 1
(CONTINUOUS BEAM)
UPPER BEAM CONNECTION
SCALE 3/4"=1 '-0"
FOUNDATION
TYPICAL MASONRY WALL
REINFORCEMENT
SCALE NTS
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WOOD BEAM,
SEE PLAN
FASTEN EA BEAM_
TO COLUMN W/
SIMPSON HETA16
MASONRY COLUMN
TOP VIEW
PROVIDE SIMPSON
MSTA24 AROUND
OUTSIDE CORNER
WOOD BEAM,
SEE PLAN
MASONRY COLUMN
PROVIDE SIMPSON
MSTA24 AROUND
OUTSIDE CORNER
WOOD BEAM,
SEE PLAN
WOOD BEAM,
SEE PLAN
FASTEN EA BEAM
TO COLUMN W/
SIMPSON HETA16
UPPER BEAM CORNER CONNECTION
SCALE 3/4"=1'-O"
PRECAST LINTEL
REINF CELL
OR CONCRETE
ADJACENT TO
BEAM
OPENING W/ #5
-
FULLY GROUTED
z
a
1 /4.0 X 3-1/4"
TAPCONS INTO
U
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GROUTED MASONRY
W/ 1-3/4" EMBED
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CONCRETE POUR —�
SILL REINF W/
#5
d
WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE
WITH THE MANUFACTURERS RECCOMENDATIONS TO WITHSTAND THE COMPONENT
AND CLADDING DESIGN PRESSURES SPECIFIED IN THE GENERAL NOTES AND
SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE
MANUFACTURED IMPACT RESISTANT.
TYPICAL BUCK FASTENING
SCALE AS NOTED
DRYWALL FURRING STRIP
#5 IN FULLY GROUTED CELLS ADJACENT
DOOR FRAME TO OPENING AS SHOWN
DOOR
FLATHEAD SCREW, SEE - " ° -
DOOR MANUF SPECS
2"X6" PT BUCK STRIP 1/4" X 3-1/4" TAPCON SPACED 12" OC
AND STAGGERED (MIN 1-1/4-
PENETRATION INTO CONCRETE)
NOTE:
1. DESIGN ADEQUATE FOR 90 SQUARE FOOT OPENINGS.
2. DOOR FRAME FASTENED TO BUCK PER
MANUFACTURER'S RECOMMENDATION.
TYPICAL DOOR BUCK DETAIL
, � SCALE AS NOTED
FURRING STRIP
DRYWALL
#5 IN FULLY GROUTED CELLS ADJACENT
2"X4" PT BUCK STRIP TO OPENING AS SHOWN
a Jl,
WINDOW _.........._. w...
PANHEAD SCREW, SEE
WINDOW MANUF SPECS
1 /4" X 3-1/4" TAPCON SPACED 12" OC
AND STAGGERED (MIN 1-1/4"
PENETRATION INTO CONCRETE)
NOTE:
1. DESIGN ADEQUATE FOR 30 SQUARE FOOT OPENINGS.
2. WINDOW FRAME FASTENED TO BUCK PER
MANUFACTURER'S RECOMMENDATION.
TYPICAL WINDOW BUCK DETAIL
SCALE AS NOTED
METAL ROOF
MIN 30LB FELT
12
SEE PLAN FOR ROOF 3
SHEATHING AND
FASTENING REQUIREMENTS M
DRIP CAP _
TOP Ol" BEAM ; =' �2x8 RAFTERS
108'-0" \BEYOND)
2X SUB -FASCIA
FASTEN BEAM TO
WOOD BEAM, COLUMN W/ (2)
SEE PLAN SIMPSON HETA16
MASONRY COLUM
SCALE 3/4"=1 '-O"
SCALE AS NOTED
3/16" X 1" SAW CUT JOINT.
CUT AS SOON AS POSSIBLE 4" FIBERMESH CONCRETE
AFTER TROWELING. FILL SLAB ON GRADE
JOINT WITH LIQUID SEALER
SOIL SHALL BE CLEAN GRANULAR
FILL MECHANICALLY
COMPACTED
DRY DENSITY TO95%MAX
,-TYPICAL SAW CUT JOINT
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❑ JOSEPH W. SCHUUCE
FL REG. NO. 47048
❑ JODAH B. BITTLE
FL REG. NO. 57396
WAM P STODDARD
RE .` N0. 57,¢05
la 2 702
SHEET
S3.2
PROJECT NO,
20-100
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❑ JOSEPH W. SCHULKE
FL REG. NO. 47048
B. BITTLEREG.
NO. 57396AM
P. STODDARD
a.AH
RE . NO. 5n7605
L
SHEET
52.1
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PROJECT NO.
20-100
DISCONIINL
POSTS BE
STRUCTURAL NOTES
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2x8 PT AND 200 LEDGER FASTENED W/ %" THREADED ROD,
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FASTEN EA JOIST TO DBL JOIST W/ SIMPSON U26 SKEWED RIGHT 45-
FASTEN EA JOIST TO DBL JOIST W/ SIMPSON U26 SKEWED LEFT 45-
FASTEN DBL JOISTS TO TOP OF POST W/ SIMPSON LCE4Z
FASTEN DBL HIP RAFTER TO TOP OF POST W/ (2) SIMPSON MTS12Z
FASTEN DBL HIP RAFTER TO LEDGER W/ SIMPSON LS70, EA SIDE
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❑ JOSEPH W. SCHULKE
FL REG. NO. 47048
❑ JODAH B. BITTLE
FL. REG. NO. 57396
[DWIWAM P. STODDARD
''FLIREG. NO. 57605
.. 3 202
SHEET
S2.2
PROJECT NO.
20-100