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DRAWING INDEX
ARCHITECTURAL
SHEET NO.
iSHEET NAME
A000
ARCHITECTURAL NOTES -..... --
-T-
A110
- -- —
1st LEVEL FLOOR PLAN
A200
ELEVATIONS
A400 —�'
WALL SECTIONS _
A500
A501
DETAILS ........._ - ._. _ ._......
DETAILS
A502
DETAILS - IF APPLICABLE
I
STRUCTURAL
SHEET NO.
'SHEET NAME
ST-1
- - - ....
:,STRUCTURAL SPECIFICATIONS _
_
ST-2 -
FOUNDATION PLAN _
ST-2D
!FOUNDATION DETAILS_
ST-3
1 st LEVEL STRUCTURAL PLAN
ST-3A
-- -
ST-5
1st LEVEL ROOF FRAMING
-
TYPICAL WALL SECTIONS
ST-6
!SECTIONS AND DETAILS
A4CB CLIFTON ELEVATION B
Abbott Park, LOT 049-03-A
ELECTRICAL
SHEET NO. I SHEET NAME
---------------
E100 1st LEVEL ELECTRICAL PLAN
ALL WORK SHALL COMPLY VWI?H PRI=VAILINO
CODES IFLORIOA 6UILDING , i)E'
NATIONAL ELECTRIC CoY IDS
AND THE CITY
oRDj*NCF-S
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Pr-p'
THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES
FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017
FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014
FL BUILDING CODE - MECHANICAL: 2017 FL FIRE PREVENTION CODE: 2017
FL BUILDING CODE - ENERGY CONSERVATION: 2017
OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE. VB
WIND ZONE: SEE ST-1 SPRINKLED: NO
ZONING CODE:
PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656,
ZONING CODE FOR RESIDENTIAL DISTRICTS. INCL MAX BLDG HGT OF 35'
AREAS VOLUME
CONDITIONED AREA
1 st Floor
1816 SF
-
11816 SF
UNCONDITIONED AREA
Garage
_-.
1455 SF
Entry
130 SF
Lanai__
165 SF
-- .............-......._..
I650 SF
......_.... _._ _... _ _.._....._--..
Grand total
2466 SF
- --- - — -
1stFloor16945 CF
Grand total 16945 CF
- _.._
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Footer
Re -Bar (sized
according to
foundation plan)
#4 awg CU bare w/ 10' stubbed
outside of slab at service
location. Connect to footer steel
w/ (2) ground clamps 5' apart
GENERAL ELECTRICAL NOTES ABBREVIATIONS LEGEND
a ALL ELECTRICAL DESIGN AND WORK SHALL E IN STRICT
UFER GROUND DETAIL
N.T.S.
ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
SERVICE SAME AS
UNDERGROUND 150 OR 200 �� 150 = #1 Copper or 2/ 0 Aluminum
AMP SERVICE -_.._0 i 200 = 2 /0 Copper or 4 /0 Aluminum in 2"
Conduit. _ A/C DISCONNECT
0 ;METER i MAIN
DISC.--' _ #12 COPPER TO APPLIANCES AND GFI
150 OR
200 AMP TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
UNDGND #8 COPPER TO RANGE
�. SERV. BY
POWER CO,- \ #6 COPPER TO HVAC
.....
N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
B) BONDED TO CONTINUOUS FOOTING STEEL
— INTERSYSTEM BONDING TERMINATION PER NEC 250.94
NOTE:
ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
ABV
ABOVE
AC
AIR CONDITIONER
e
PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
AFF
ABOVE FINISHED FLOOR
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AHU
AIR HANDLER UNIT
AFCI PROTECTION
BLK
BLOCK
CABS
CABINETS
•
CARBON MONOXIDE PROTECTION PER FLORIDA
CLG
CEILING
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
CHR
CHAIR RAIL
OF EVERY SLEEPING ROOM
COFF
COFFERED
COL
COLUMN
•
ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
COND
CONDENSER
CRN
CROWN MOULDING
•
PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
CVAC
CENTRAL VACUUM SYSTEM
RECEPTACLES INSTALLED OUTDOORS MUST BE
DBL
DOUBLE
�
GFCI-PROTECTED
DIAG
DIAGONAL
DR
DOOR
DRY
DRYER
•
PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
DW
DISHWASHER
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
EB
EYEBROW
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
FL
FLOOR LINE (MAT. CHANGE)
SUMMER KITCHENS RECEPTACLES) MUST BE
FLR
FLOOR
GFCI-PROTECTED
FP
FIREPLACE
FXD
FIXED
•
PER NEC SECTION 406.8(B)(1) 15A & 20A
FXT
FIXTURE
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
S
GLASS
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
HB
HOSE BIB
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
KS
KNEE SPACE
RECEPTACLES SHALL BE LISTED AS WEATHER
LAV
LAVATORY
RESISTANT
LT
LAUNDRY TUB
MRBL
MARBLE
•
PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
MC
MEDICINE CABINET
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
MIR
MIRROR
TAMPER -RESISTANT
MTL
METAL
OH
OVERHEAD
PER NEC SECTION 800.156 NO LESS THAN ONE
OPNG
OPENING
COMMUNICATION OUTLET SHALL BE INSTALLED
OPT
OPTIONAL
WITHIN EACH DWELLING UNIT
R & S
CLOTHES ROD and SHELF
REF
REFRIGERATOR
•
PER NEC SECTION R314.3 AND R315.1 SMOKE
SD
SOAP DISH
DETECTORS TO BE INSTALLED INSIDE EACH
SDLTS
SIDE LIGHTS
SLEEPING AREA
SGD
SLIDING GLASS DOOR
SH (2)
SHELVES (QUANTITY)
ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
SHWR
SHOWER
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
TB
TOWEL BAR
INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR
TPH
TOILET PAPER HOLDER
APPROVED EQUAL
T&S
TUB and SHOWER
TEMP
TEMPERED
•
PROVIDE GAS DROPS AS PER COMMUNITY ONLY
TR
TRANSOM
VOL
VOLUME
•
JUNCTION BOX AT WATER HEATER, RANGE AND/OR
WC
WATER CLOSET
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
WD
WOOD
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
WH
WATER HEATER
PROVIDE APPROPRIATE RECEPTACLE PER
WNCT
WAINSCOT
WS
WATER SOFTENER
APPLIANCE
WASH
WASHER
•
ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
•
PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT
LESS THAN 30" DEEP AND 30" WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY
APPLIANCE
ROOF NOTES
EXTERIOR ELEVATION GENERAL NOTES
GENERAL NOTES
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806
• FRONT ELEVATIONS BANDING, MOLDING,
•
ALL CONSTRUCTION SHALL MEET THE LATEST
COLUMNS AND TRIM SHALL RECEIVE A SAND
EDITION OF CODES ADOPTED BY THE LOCAL
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
FINISH. SEE ELEVATION FOR DEPTH OR RAISED
GOVERNING AGENCIES
RAFTER. REFERENCE WALL SECTIONS/DETAILS
BANDING
FOR ALL OVERHANGS NOT DIMENSIONED.
SIDE AND REAR ELEVATIONS BANDING AROUND
•
PER FBC R302.5 NO OPENINGS FROM A PRIVATE
•
WINDOWS AND DOORS MAY BE OPTIONAL PER
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
• ALL UNDERLAYMENT MUST BE INSTALLED IN
COMMUNITY SPECS - SEE COMMUNITY
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD,
COMPLIANCE WITH FBC R501.1.1
SPECIFICATIONS OR CONSULT THE
INSULATED STEEL OR 20 MIN. FIRE RATED DOORS
CONSTRUCTION MANAGER. ALL BANDING SHALL
j
NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
RECEIVE A SAND FINISH
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
OUT IN ROOF SHEATHING PER MFR WRITTEN
GARAGE OR PENETRATING THE WALL OR CEILING
INSTRUCTIONS
• ROOF COVERING SEE COMMUNITY
j
SEPARATING THE GARAGE AND DWELLING SHALL BE
SPECIFICATIONS OR CONSULT THE
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
CONSTRUCTION MANAGER, SEE STRUCTURAL
SHEETS FOR SHEATHING REQUIREMENTS
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD; OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
• FLASHING SHALL BE INSTALLED AT WALL AND
OPENINGS INTO THE GARAGE
ROOF INTERSECTIONS, DECK AND WALL
INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN
' PER FBC TABLE R-302.6 GARAGE SHALL BE
ROOF SLOPE OR DIRECTION; AND AROUND ROOF
SEPARATED FROM RESIDENCE AND ITS ATTIC W/
OPENINGS
MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE
• WINDOW PAN FLASHING SHALL BE IN
WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE
ACCORDANCE WITH FBC R703.8
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
"X" GYP BOARD, WHERE THE SEPARATION IS A
• WALL HEIGHTS VERIFY ALL BEARING WALL
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
HEIGHTS WITH FINAL TRUSS LAYOUTS
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W/ MIN 1/2" GYP BOARD
LATH PER FBC R703.7.1, LATH AND LATH
ROOF VENT CALCULATION
ATTACHMENTS SHALL BE OF
• PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION
CORROSION -RESISTANT MATERIALS. EXPANDED
METAL OR WOVEN WIRE LATH SHALL BE
WHERE THERE IS USEABLE SPACE BOTH ABOVE
FORMULA:
ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE
AND BELOW THE CONCEALED SPACE OF A
NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR
FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES,
INSTALLED SO THAT THE AREA OF THE CONCEALED
OF CEILING
SPACED NOT MORE THAN 6 INCHES (152 MM), OR
SPACE DOES NOT EXCEED 1,000 SQUARE FEET.
"144 SQ. IN. = 1 SQ. FT.
AS OTHERWISE APPROVED
DRAFT STOPPING SHALL DIVIDE THE CONCEALED
BLDG. CEILING (SF) x 144 =BLDG (SQ. IN.)
SPACE INTO APPROXIMATELY EQUAL AREAS AND
BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED
• PLASTER PER R703.7.2, PLASTERING WITH
INSTALLED PER FBC R302.12 & R302.12.1
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50%
PORTLAND CEMENT PLASTER SHALL BE NOT LESS
j
AT LOW.
THAN THREE COATS WHERE APPLIED OVER METAL
LATH OR WIRE LATH AND SHALL BE NOT LESS
• PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
THAN TWO COATS WHERE APPLIED OVER
iFLOOR SURFACES LOCATED MORE THAN 30" ABOVE
THAN 50% OF VENTILATION MUST BE PROVIDED BY
MASONRY, CONCRETE, PRESSURE -PRESERVATIVE
j FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW
TREATED WOOD OR DECAY -RESISTANT WOOD AS
I NOT LESS THAN 36" IN HEIGHT. PER FBC R 312.1.2
THE RIDGE OR HIGHEST POINT OF THE SPACE
SPECIFIED IN SECTION R317.1 OR GYPSUM
BACKING. IF THE PLASTER SURFACE IS
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
COMPLETELY COVERED BY VENEER OR OTHER
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
BASIS OF CALCULATION. ("OR EQUAL" ACCEPTABLE)
FACING MATERIAL OR IS COMPLETELY
j
I SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
CONCEALED, PLASTER APPLICATION NEED BE
MEASURED VERTICALLY FROM THE NOSING OF THE
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
ONLY TWO COATS, PROVIDED THE TOTAL
TREADS
PER LINEAL FT
THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
ON WOOD -FRAME CONSTRUCTION WITH AN
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
. PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
PLASTER SHALL BE APPLIED TO COVER, BUT NOT
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
EXTEND BELOW, LATH, PAPER AND SCREED. THE
BALCONIES AND PORCHES SHALL HAVE
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
PROPORTION OF AGGREGATE TO CEMENTITIOUS
j INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
MATERIALS SHALL BE AS SET FORTH IN TABLE
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
LOCATED LESS THAN 5' FROM PROPERTY LINE
R702.1(3)
OR MORE IN DIAMETER
• WEEP SCREED PER R703.7.2.1 A MINIMUM
0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET
• PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
GAGE), CORROSION -RESISTANT WEEP SCREED OR
!
OR FENCES CONTAINING OR FACING HOT TUBS,
PLASTIC WEEP SCREED, WITH A MINIMUM
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES
j BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
(89 MM) SHALL BE PROVIDED AT OR BELOW THE
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
FOUNDATION PLATE LINE ON EXTERIOR STUD
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
WALLS IN ACCORDANCE WITH ASTM C926. THE
! MEASURED VERTICALLY ABOVE ANY STANDING OR
WEEP SCREED SHALL BE PLACED NOT LESS THAN
4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES
WALKING SURFACE; SHALL BE CONSIDERED A
(51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
HAZARDOUS LOCATION, G.C. TO VERIFY IF
TYPE THAT WILL ALLOW TRAPPED WATER TO
HOMEOWNER SELECTS ANY OF THESE ITEMS
DRAIN TO THE EXTERIOR OF THE BUILDING. THE
LISTED. IF ANY OF THESE ITEMS LISTED IS
WEATHER -RESISTANT BARRIER SHALL LAP THE
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
iTO BE TEMPERED
COVER AND TERMINATE ON THE ATTACHMENT
FLANGE OF THE WEEP SCREED
• PER FBC R312.2, PROVIDE WINDOW FALL
• WATER -RESISTIVE BARRIERS PER R703.7.3,
PROTECTION IN ACCORDANCE WITH R312.2.1 AND
WATER -RESISTIVE BARRIERS SHALL BE INSTALLED
R312.2.2
AS REQUIRED IN SECTION R703.2 AND, WHERE
APPLIED OVER WOOD -BASED SHEATHING, SHALL
! e GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
j
BARRIER WITH A PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS OF GRADE D PAPER.
! • C.J. = RECOMMENDED MASONRY CONTROL JOINT
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
LOCATION
INDEPENDENTLY SUCH THAT EACH LAYER
PROVIDES A SEPARATE CONTINUOUS PLANE AND
ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW
ANY FLASHING (INSTALLED IN ACCORDANCE WITH
j
SECTION R703.4) INTENDED TO DRAIN TO THE
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
WATER-RESISTIVE BARRIER IS DIRECTED
i
INSTALLED PER BUILDER PROVIDED
BETWEEN THE LAYERS
j SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
i
• ALL FINISH DETAILS & TYPICAL PLAN NOTES
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
I I
• REFER TO STRUCTURAL ENGINEERING DRAWINGS
j ( FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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1st LEVEL FLOOR PLAN
1/4" = 1'-0" WHEN PRINTED ON 22"x34"
— _ - ... .... _ .. .....- -
FLOOR PLAN KEY NOTES °
- - -- - - -
(SEE SHEET A000 FOR GENERAL NOTES) o
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100 - PROVIDE FURRING AS NEEDED ' LO APEX
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101 - 2x6 WALL cV
102 - DOUBLE WALL (2-2x4 U.N.O.) CO tU
103 - 42" HIGH HALF WALL WITH CAP o
104 - DOOR HEIGHT DIFFERS 0D
(RE: COMMUNITY/BLDR SPECS)
105 - INTERIOR FLAT HEADER at 8' U.N.O. r
(SEE PLANS FOR WIDTH) N
106 - INTERIOR ARCHED HEADER (from T-4" to 8')
(SEE PLANS FOR WIDTH) J
107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER U_
CONTROLS POSITIONED BELOW NICHE Ujtds 108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW J h
109 - 36" HIGH HANDRAIL N
}design studios
110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE Z
-OR- 20 MIN FIRE RATED O
111 - ATTIC ACCESS - SIZE AS NOTED
112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. 9000 REGENCY SQUARE BLVD. 4
(SEE PLANS FOR WIDTH) Q SUITE 100, JACKSONVILLE, FL 32211
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120 - RECESSED TILE SHOWER - SIZE AS NOTED O
121 - TILE SHOWER WITH CURB - SIZE AS NOTED o
122 - VIKRELL BASE SHOWER - SIZE AS NOTEDCY
W
123 - TUB R.O. 5'-0 Y4' I-
124 - GARDEN TUB - SIZE AS NOTED0+
125 - TEMPERED GLASS SHOWER ENCLOSURE0190 'D " N'
126 - TEMPERED GLASS SHOWER ENCLOSURE p L
ON 42" H 1/2 WALL w/SLP TOP >'
127 - SHOWER SEAT AT 18"x18"x20" m
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK ;
140 - OVERHEAD CABINET a
141 - REFRIGERATOR - OPTIONAL
142 - DISHWASHER
143 - RANGE WITH MICRO HOOD Z
144 - COOKTOP UJ
145 - DOUBLE OVEN W
146 - WASHER - OPTIONAL
147 - DRYER - OPTIONAL
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160 - INSTALL MECH PROTECTION PER CODE rn
161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY
162 - LOUVERED DOOR L0
163 - METAL A/C STAND
180 - EXTERIOR HEADER Z
(RE. ELEVATION) {n W
181 - SYNTHETIC STONE VENEER
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RIGHT
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1/8" = 11-0" WHEN PRINTED ON 22"x34"
ell
RIDGE
- - --------- -
6:12
1/8" = V-0" WHEN PRINTED ON 22"x34"
('l'yp at
G A B E N D
ELEVATION KEY NOTES
(SEE SHEET AOOO FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201- SHINGLE ROOF
202- TAMKO OFF RIDGE VENT
203- LOMANCO ROOF VENT
204- MILLENNIUM ROOF VENT
12
5 220- FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT
221- CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 1/2" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES AOOO FOR SPECIFICATIONS
222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
1st LEVEL BRG (TOB) 1 st LEVEL BRG (TOP)
SHALL BE 7/8" (3 COAT) TEXTURED PER COMMUNITY
�-� , � it SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE
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FURRED OUT FROM BACKING FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES AOOO FOR SPECIFICATIONS
. .. .... 1st LEVEL FFE,,i,,! 223 - FIBER CEMENT LAP SIDING
I St LEVEL FFE
---- ------- — - ----- ----- ------ ---------- I -- ------- -- --
- - --- --------
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. ..... . .......
225- FIBER CEMENT BOARD & BATTEN SIDING
226- SYNTHETIC STONE VENEER
227- STONE LEDGE
228- BRICK VENEER
240- EXTERIOR DOOR SIZE PER FLOOR PLAN
LEFTELEVATION 259 - 2"x TRIM - SIZE AS NOTED
260- CV BAND - SIZE AS NOTED - 1" PROJ U.N.O.
1/8" V-0" WHEN PRINTED ON 22"x34"
261- CV BAND - SIZE AS NOTED - 2" PROJI U.N.O.
262- Vx TRIM - SIZE AS NOTED
263- DECORATIVE SHUTTER - SIZE AS NOTED
264- DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT
265- DECORATIVE LOUVER - SIZE AS NOTED
266- 4" DECORATIVE DRAIN TILES
267- 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
280- EXTERIOR WALL MOUNTED LIGHT FIXTURE.
i OF LIGHT TO BE 6'-0" A.F.F. U.N.O.
N
EAR ELEVATION
1/8" = l'-O" WHEN PRINTED ON 22"x34"
BUILDING HEIGHT (AFF HEIGHT ABV GRADE) BUILDING HEIGHT (AFF)
17 117/8" 18'- 7 7/8"
-0�
TENTRY HEEL 1------'- 4"
4" 260--\
1st LEVEL BRG TOB
---------------------------
1st LEVEL FFE
------------------------------
FRONT ELEVATION
1/4" = V-13" WHEN PRINTED ON 22"x34"
3068 w/ 3010
TRANSOM ABV
1264 1 FYPON BKT1 1 x20
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WRB LAYER #2, FORTIFIBER BUILDING
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WRB LAYER #1, STUCCO WRAP
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ELECTRICAL CONDUIT PENETRATION
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WEATHER RESISTIVE
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WRITTEN SPECS (TYP)
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STUCCO
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CMU LINTEL
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TABLE 7: METAL CONNECTOR SCHEDULE
O
Rim
Building Code
Florida Building and Residential Codes
, 6'" Edition (2017)
Code for Design Loads
ANSI/ASCE 7
ROOF LOADING'.., .................................
.......... Cd = 1.25
TOP CHORD LIVE LOAD..................................20
PSF
TOP CHORD DEAD LOAD................................7
PSF (TILE = 15 PSF)
,BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE ...............
20 PSF (PER FRC)
ATTICS WITHOUT STORAGE .......................10
PSF
(NON -CONCURRENT)
BOTTOM CHORD DEAD LOAD..........
5 PSF
WIND LOADING .................................................
C d = 1.60
ASCE 7-10, 3S GUST........................................139
MPH
BASIC WIND SPEED
EXPOSURE CATEGORY.................................0
BUILDING CATEGORY.....................................11
ENCLOSURE CLASSIFICATION .....................
ENCLOSED
INTERNAL PRESSURE COEFF ........................0.18
C&C DESIGN PRESSURES..............................(SEE
TABLE 1)
FLOOR LOADING ..... ...................... ...........
....... Cd = 1.00
TOP CHORD LIVE LOAD..................................40
PSF
TOP CHORD DEAD LOAD................................10
PSF
BOTTOM CHORD LIVE LOAD ..........................
0 PSF
BOTTOM CHORD DEAD LOAD........................5
PSF
SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00
TOP CHORD LIVE LOAD..................................60
PSF
TOP CHORD DEAD LOAD................................10
PSF
BOTTOM CHORD LIVE LOAD ...........................0
PSF
BOTTOM CHORD DEAD LOAD........................5
PSF
MAXIMUM FLOOR TRUSS SPACING...............16"
O.C.
DEFLECTION CRITERIA
LL / 240
ROOF TRUSSES ..............................................
TL / 180
TL MAX 1" UP TO 40' SPAN
LL / 480
TL / 360
OPEN WEB FLOOR TRUSSES .......................
LL/480
TL/240
WOOD I JOISTS ...............................................
TL MAX '/2"
LL / 360
BEAMS'.............................................................TL
/ 240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED 3/4" DEFLECTION
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
ZONE DESIGNATION
IZ - Interior Zone (psf)
EZ - End Zone (psf)
0 - 20 ft2
+28.54 -30.96
+28.54
-38.22
21 - 50 ft2
+27.17 -29.59
+27.17
-35.47
51 - 100 ft2
+25.52 -27.94
+25.52
-32.17
101 - 200 ft2
+24.25 -26.67
+24.25
-29.64
VINYL SOFFIT MAX PRESSURE (psf)
+28.6
-38.3
GARAGE DOOR PRESSURE
+21.7
-24.6
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE TAKEN
AS THE 1 ST 4.0' PER FIGURE R301.2 (7)
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
AI(1TC0 0 A
MINi632" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
Y O
wz
TILE ROOF
(NOTE 5)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
s W
8" O.C. IN THE FIELD
U_ Q O
O W z
SHINGLE AND METAL ROOF
MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 m -
(NOTE 6)
PERPENDICULAR TO SUPPORTS Wi 8d RING SHANK NAILS: 6" O C. AT PANEL EDGES, 12"
O.C. IN THE FIELD.
FLOOR DECK SHEATHING:
2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES. 12" O.G. IN THE
(NOTE 5)
FIELD.
MIN Y$' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
T
COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN Y2�� EXTERIOR GYPSUM
PORCH CEILING BOARD SHEATHING:
CEILING BOARD, FASTEN wl 5d x 1 %" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
NOTES:
1. FOR SHEATHING THICKNESS GREATER THAN 'Y32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
SHANK NAILS. (0.148" x 3" LONG).
2. ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
3. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
4. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
5. t532" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, '5/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
6. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM,
CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
NOTES 1, 2, 3, 4 I- IF I PRESSURE TREATED LUMBER
DIAMETER
LENGTH
8d COMMON
0.131"
2-'/2"
8d RINGSHANK
0.113"
2-%"
10d x 1-'/2"
0.148"
1 '/2"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-'/<"
16d SINKER
0.148"
3-Y4'
16d COMMON
0.162"
3-'/"
PRESERVATIVE
FASTENER TYPE
ACZA
STANDARD CARBON STEEL
SODIUM BORATE (NOTE 1)
STAINLESS CONNECTORS AND
FASTENERS REQUIRED.
CONNECTORS MUST HAVE
Z-MAX, G120 OR TRIPLE ZINC
ALL OTHER PT
COATED FINISH.
(INCLUDING ACQ & MCQ)
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
NOTES:
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
NOTES:
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFORE APPLICATION OF PROTECTIVE COATING.
TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
5, FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COM
PLIANCE WHEN REQUE
STED BY THE BUI
LDING OFFICIAL.
6, MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
9, STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
WITH CONCRETE WORK.
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE. CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
UNDER SIGN AND SEAL W11 H THE TRUSS SHOP DRAWINGS.
4. TRUSS UPLIFTS HAVE BEER CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
MAY BE DISREGARDED.
5. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
THIS SHEET.
NOTES 2. 3. 4
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
USP
USP FASTENERS
SIMPSON
SIMPSON
FASTENERS
USP
USP FASTENERS
(8)'% X 1 '/2' SDS SCREWS
(8)Y4' x 1'/z" WS15-GC
DTT2Z
IN STUD'/z" 0 X 4'/2'
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
% 0 x 4'Y2" EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END
(18)0.162"x2'/z"IN
(18)0.162"x2'/2"IN
HTT4
STUD/BEAM/TRUSS
STUD/BEAM/TRUSS
(7) 10d x 1 '12"
(7) 10d x 1 1/2"(NOTE
2)
�6" O x 6" EMBED ANCHOR
HTT45
ss" 0 x 6" EMBED ANCHOR
MTS12
EACH END
MTW12
EACH END
IN CONCRETE
IN CONCRETE
(26) 0.162" x 2 '/2" IN
(26) 0.162" x 2 '/2" IN
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
��" O x 6" EMBED ANCHOR
§6" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)%" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQB-SDS3
IN STUD GROUP
"
PHD8
GROUP 7;a " O x 12" EMBED
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
7/8 O x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END
ANCHOR IN CONCRETE
(7) 10d COMMON IN
(7) 10d COMMON IN
(7) 10d x 1 %" IN TRUSS
(7) 10d x 1 %" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
I MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) Y4' x 2 W TITEN
(5) Y." x 2 %" TAPCON IN
SCREWS IN MASONRY
(11) 10d x 1 %" IN
MASONRY
(11) 10d x 1 %" IN
(8) 10d x 1 %" IN TRUSS
(9) 10d x 1 '/2' IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
GROUTED BLOCK WALL
GROUTED BLOCK WALL
01) 10d x 1 '/2" IN
(11) 10d x 1 %" IN
STUD
(12) 10d x 1 %" IN
STUD
(8) 10d x 1'/2" IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAFTER
(NOTE 6)
46" O x 7" EMBED EPDXY
48' 0 x 7" EMBED EPDXY
(12) 10d x 1 '/2" IN
(4) %" x 3" WEDGE BOLT
STUD
OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
(5) 8d x 1 Y2' IN
(5) 8d x 1'/2" IN
ABU66
%" O x 7" EMBED EPDXY
PAU66
46 " 0 x 7" EMBED EPDXY
� H2.5T/
TRUSS
RT7/
TRUSS
(NOTE 6)
(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
HA8
(5) 8d x 1'/z" IN
RT7AT
(5) 8d x 1'/2" IN
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
(5) 10d x 1 Y2" IN
TOP PLATE
(5) 10d x 1'/2" IN
HU48,
(14) 16d COMMON IN
HD48,
(14) 16d COMMON IN
HUC48,
HEADER
HD481F,
HEADER
H8
TRUSS
RT8A
TRUSS
HU28-2,
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2,
HD28-21F
(6) 10d COMMON IN BEAM
(5) 10d x 1 Y2° IN
TOP PLATE
(5) 10d x 1'/2" IN
TOP PLATE
(16) 10d COMMON TO
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410.
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
LGT2
(7) �'/a" x 2'W TITEN
LUGT2
(5)'0" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
(26) 16d SINKER
OR EQUIVALENT
(28) 16d SINKER IN WALL
(22) 16d COMMON IN
(22) 16d COMMON IN
HUC212-2
HEADER
HD212-21F
HEADER
LGT3
IN WALL FRAMING
LUGT3
FRAMING
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(12) SDS '/4' x 2'/2"
(12) WS25 ''/<" x 2'/2"
(4)%" x 1 '/2" SDS SCREW
(4) %" x 1'/2" WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)'/a" x 3" SDS SCREWS
HGA10
(4) Y4' x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS Y4' x 1 '/2' SCREWS
(4) 'W x 1'Y2" WS15 SCREWS
HGAM10KTA
IN TRUSS/RAFTER
HGAM10KT
IN TRUSS/ RAFTER
(4} /a x 1 /, WEDGE BOLT
(4) %" x 23/<" TITEN SCREWS
IN MASONRY
OR EQUIVALENT IN
MASONRY
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2, PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES.
3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. S.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
'/4' 0 x 2 3/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y4' 0 x 1 3/" TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
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8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
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5-10" 1 54'
T-8" T-2"
'-8" T-8"
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LL-2
6-8" 4'-10" T-8" 4'--2" 6'-8" 6'-8"
T-O" 6'-8" 11 LO V ie 6'- t T-0"
I st LEVEL STRUCTURAL PLAN
1/4" = 1'-0" WHEN PRINTED ON 22"x34"
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........ ....... ... . ............ - ..-. .... . .. ......... ------------ . .. ........ ............. -------------- - . ... .... . .... . ... ......................... ........ .................. . ..
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GENERAL MASONRY NOTES DC1
ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. >
8U LINTELS MAY BE FILLED OR UNFILLED C)c"I
LINTEL NO. f MAX CLEAR OPENING
L-1
16'-0"
L-2
L-3
3'-0"
.......... --
6-0"
L-4
8'-0"
L-5
... .... ......... .. .. ...... .
L-6
8'-8"
.......... - . . .........................
T-O"
T-8"
L-7
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DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. C' PEX
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SEE TYPICAL DETAILS FOR LINTEL INSTALLATION,
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• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS
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25" LAP REQUIRED, TYP AS SHOWN LU
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36" LAP REQUIRED, TYP AS SHOWN
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25" LAP REQUIRED, TYP AS SHOWN 9000 REGENCY SQUARE BLVD.
OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211
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NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 0
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1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN
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2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LLJ
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Ix
PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <
ON DETAIL SHEET.
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• SECOND LEVEL WALL STUDS STRAPPED TO FIRST 0
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WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C.
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1st LEVEL ROOF & FLOOR FRAMING PLAN
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TRUSS FRAMING GENERAL NOTES
SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES
• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED
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ALL TRUSS TO Wp D
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• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
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NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
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• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS
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• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE ® f)
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• SEE TABLE 5 ON SHEET ST-11S1 FOR FASTENER
PROTECTION AGAINST CORROSION Z U. 7
• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL (� O W
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ROOF FRAMING LEDGER TO WOOD: r
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5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z
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TRUSS TO TOP PLATE
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OR SDWC15600, LINO MOISTURE BARRIER
ON PLAN BETWEEN MASONRY AND
NON -PT LUMBER BY OTHERS
VERT. REINFORCING TO
HAVE 10" STANDARD
HOOK INTO BOND BEAM
• EVERY OTHER STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600 -
MAX 32" O.C.
• EVERY KING STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600
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TYPICAL ROOF DECK v
SHEATHING. SEE TABLE 2: o
WOOD STRUCTURAL PANEL MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT >
SHEATHING REQUIREMENTS BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH °'
ON SHEET ST-1. END — — —
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TRUSS OR RAFTER TO BOND FOR MISLOCATION Ys'<X<1 Yy � —
3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. —
BEAM W/ META12 OR AND CENTER OF FASTENERS, TO TRUSS W/ MIN (10) 10d
HTA16-18 W/ MIN (7) 10d x 1'h" Q (1) #5 BAR CONT.
IN TRUSS (NOTE: IF META12 MIN 19/Z' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1 Z" <X
OR HTA16-18 IS IMPROPERLY HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST CL
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OR HTWM20) BLOCKING W/ 10d @ 3" O.C. WITH MIN. 25" LAP — — ——T�
PROPERLY WIND LOAD RATED
SOFFIT MATERIAL
CONTINUOUS @ PERIMETER.
SEE TABLE 1 COMPONENT
AND CLADDING DESIGN
PRESSURES ON SHEET ST-1
) COURSE CMU BOND
=AM W/ #5 CONTINUOUS
WALL SECTION AT ROOF (COMMON HEEL CONDITION)
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
• EVERY OTHER STUD TO BOTTOM
PLATE W/ SP1 OR SPT22 OR SDWC15450
• EVERY KING STUD TO BOTTOM PLATE
W/ SP1 OR SPT22 OR SDWC15450
8" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
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PER STRUCTURAL PLAN,
SHEET ST-3
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BOTTOM PLT ANCHOR
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EMBED W/ NUT & WASHER IN SIMPSON
ACRYLIC -TIE OR EQUIVALENT
ADHESIVE @ MAX 48" O.C.
OR
''/z" WEDGE BOLT W/ MIN 4'/2" EMBED W/
WASHER @ MAX 48" Q.C.
BOTTOM PLATE ANCHOR NOTES
• EACH SILL PLATE SHALL HAVE A MIN.
OF (2) BOTTOM PLATE ANCHORS.
-INSTALL ANCHORS WITHIN 12" OF EACH
END OF SEGMENT (BUTT JOINTS).
INTERIOR LOAD BEARING WALL
77
\
EXTERIOR WALL
TYPICAL WALL SECTION AT FOUNDATION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
PROVIDE DOWELS TO MATCH
VERTICAL WALL
REINFORCING W/ MIN 25" LAP
(IF DOWEL IS OMITTED OR
IMPROPERLY INSTALLED,
DRILL AND EPDXY DOWEL OF
EQUAL SIZE W/ MIN. 6"
EMBEDMENT IN MONOLITHIC.
12" EMBEDMENT IN
MASONRY)
MOIST(
BARRIE
OTHER
(1) COL
CMU B,
BEAM)
CONTIf
PROPERLY WIND LOAD RATED SOFFIT
MATERIAL CONTINUOUS @ PERIMETER.
SEE DESIGN CRITERIA AND LOADS: C&C
DESIGN PRESSURES ON SHEET ST-1.
TRUSS OR RAFTER TO BOND BEAM W/
META12 OR HTA16-18 W/ MIN (7) 10d x
1'/2' IN TRUSS (NOTE: IF META12 OR
HTA16-18 IS IMPROPERLY INSTALLED,
ATTACH TRUSS TO BOND BEAM W/
HTSM20 OR HTWM20)
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
WALL SECTION AT ROOF (RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
GENERAL NOTES APPLICABLE TO ALL:
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.
2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN.
5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING. REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A
8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION.
9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS.
CMU BOND BEAM
I Fwaig ."Millilli'll
CORNERS"
AT
DIST. FROM DOOR JAMB
MIN, SCREW
DIST. FROM DOOR JAMB
MIN. SCREW
/ WINDOW TO BLOCK
LENGTH
/ WINDOW TO BLOCK
LENGTH
34' OR 11/4'
PER MANUF.
3"
5"
11/2
3%4'
37
5„
115116
33/4"
3 3/4"
6„
2 %4'
33/4'
TITEN OR TAPCONS SCREWS SEE TABLE
ABOVE FOR LENGTH:
• (2) ROWS 'W' DIA. @ 30" O.C. STAGGERED
• (2) ROWS �/o" DIA. @ 24" O.C. STAGGERED
DOOR JAMB OR WINDOW ATTACH TO
lx_ PER MANUFACTURER'S DETAILS
DISTANCE FROM BLOCK TO DOOR
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JAMB OR WINDOW, SEE TABLE
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ABOVE (SHIM AS NEEDED TO
PLUMB JAMB, DO NOT EXCEED '/4'")
lx_ PT NAILER
BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY
1x_ OR � " OSB MATERIAL MAY ATTACH TO WALL
DRYWALL
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OR FLATWISE) FRAMING @ 3" O.C. ON EDGE,
TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING 6" O.C. IN FIELD WITH 8d
BETWEEN TRUSS TOP CHORDS W/ RINGSHANKS
(3) 10d COMM NS EACH END ROOF DECK
2x4 SYP OUTRIGGER @ 24" O.C.
CLIP TO GABLE
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321—
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NO.2 SYP BLOCKING BETWEEN
PROVIDE PANEL OUTLOOKERS. FASTEN EACH
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EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d
NON -DROPPED GABLE
FASTEN 2x6 NO.2 SYP \ COMMON @ 3" O.G.
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WALL SHEATHING PER PLAN
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• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE
\ L OR T BRACE VERTICAL
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\ TRUSS ENGINEERING
FASTEN 2x6 NO.2 SYP--T—
"T-BRACE" TO DIAGONAL BRACE
- wl 10d COMMONS @ 3" O.C.
MOISTURE BARRIER SHALL BE
8'-0' OR AS SHOWN ON PLAN \ / PROVIDED BETWEEN MASONRY
AND ALL UNTREATED LUMBER
GABLE TRUSS TO BOND BEAM W/
\ ;-- META20 @ 48" O.C. W/ MIN (7) 10d x 1
X;- ----
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FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR BEAM W/ HTSM20 OR MSTAM36)
FROM DIAGONAL BRACE TO CMU
MOISTURE BARRIER BETWEEN MASONRY --'
AND NON -PT LUMBER BY OTHERS
B3 GABLE ANGLE BRACING DETAIL (iN/ HGAM10)
1) MAX. TRUSS SPACING = 24" O.C.
2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM
OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE
TRUSSES W/ 12" OR LESS OVERHANGS.
BOND BEAM BOND BEAM
REINFORCEMENT REINFORCEMENT
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ASSEMBLY "d"
GROUT FILLED LINTEL ASSEMBLY �— #5 BOTTOM BAR TO EXTEND
NO LESS THAN 1" BEYOND
8" PRECAST LINTEL. SEE PLAN. BEARING AT EACH END
— GROUT FILLED LINTEL ASSEMBLY
8" PRECAST LINTEL. SEE PLAN.
8F-# 8F-1-#
\� BOND BEAM
° REINFORCEMENT
(SEE WALL SECTION)
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COURSING BELOW BOND
---------- r BEAM MAY BE FILLED OR
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UNFILLED
8U8
LINTEL MAY BE FILLED
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8" PRECAST LINTEL. SEE PLAN.
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TYPICAL PRE -CAST LINTEL OPTIONS
8'-1" ABOVE
F.F.E. 2x6xl 2 I
CENTEf
TOP OF
GARAGE DOOR
6-1 ' ABOVE
4'-9" ABOVE - OVE
F.F.E.
2'-9" ABOVE
F.F.E.
4e" DIA. ANCHOI
')vA PT Tr10
(LOF OPENING
-- 2x6 PT BUCK EACH SIDE OF OPENING
j PROVIDE (5) �8" DIA. J-BOLT OR LARGE
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EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 '/z" x 3,,;"
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1st BOLT TO BE 9" MAX. ABOVE CURB.
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DOOR JAMB DETAIL
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(1) #5 BAR AT CORNER
W/ MIN. 25" LAP
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SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
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TRUSSES NEEDING BRACING
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LATERAL BRACING - MULTIPLE TRUSSES
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1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO).
2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
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3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
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4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO).
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5. DESIGNED PER BCSI-B3, 2007.
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T-BRACE FASTENED TO
WEB W/ 10d AT 6" O.C.
L-BRACE FASTENED TO
WEB W/ 10d AT 6" O.C.
SCAB BRACE FASTENED TO
WEB W/ 10d AT 6" O.C.
`IF (2) BRACES ARE
REQUIRED, APPLY (1) BRACE
TO EACH FACE OF WEB.
TOP OF WALL
CONTINUOUS LATERAL RESTRAINT WEBS
BRACE SUBSTITUTE
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SIZE CLR T OR L SCAB
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2 ROWS
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2x6
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2x6
2 ROWS
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2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING: L-BRACING, OR Z
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3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND m \ ® V J
GRADE AS WEB TO BE BRACED. r i
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VERTICAL BARS TO EXTEND TO Z
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END OF PIER W/ 6" BEND TO _ U,
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SHOWN. Q PROJECT NO: I j,j
MIN (2) SOLID FILLED & O 2019.0075999
REINFORCED CELLS W/ NO.5 LL
VERT. BAR ADJACENT TO Z DRAWN:
GARAGE DOOR OPENINGS. U CRD
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NO.5 VERT. BAR IN FILLED H CHKD: U)
CELL AT EACH END OF PIER X EAF
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NO. 5 DOWEL TO MATCH EACH Q Q
SOLID FILLED & REINFORCED X ,111��111111 U
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REVISIONS:
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