HomeMy WebLinkAbout38323 Springhead LnDocuSign Envelope ID: 73183216-6612-4252-8453-A9FCCD7D2984
DRAWING INDEX
ARCHITECTURAL
I
SHEET NO.
I SHEET NAME
A000
A110
ARCHITECTURAL GENERAL NOTES
J1st LEVEL FLOOR PLAN
A203
ELEVATIONS
A400
WALL SECTIONS
A500
A501
DETAILS
DETAILS
STRUCTURAL
SHEET NO.
I SHEET NAME
ST-1
ST-2
STRUCTURAL SPECIFICATIONS
FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
ST-3A
1st LEVEL ROOF FRAMING PLAN
TYPICAL WALL SECTIONS
SECTIONS AND DETAILS
ST-5
ST-6
ST-7
I SECTIONS AND DETAILS
DR HORTON
A4DB DELRAY ELEVATION E
Abbott Park,, LOT 003m04=1C
ELECTRICAL
SHEET NO. SHEET NAME
E100 1st LEVEL ELECTRICAL PLAN
ALL II+fOPK SHAD L C(",'+PLY WITH PREVAILING
CODS,,
NATIGNX, r I
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AND T.y�
ORDINANCES
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PLAN EX4MIr'vEfh -�'
BUILDING CODE SUMMARY
THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES
FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020
FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017
FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020
FL BUILDING CODE - ENERGY CONSERVATION: 2020
OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB
WIND ZONE: SEE ST-1
I:�J 7M11111_*911, 61
ZONING CODE:
PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656,
ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35'
AREAS
CONDITIONED AREA
1st Floor 2034 SF
---- 2034 SF
UNCONDITIONED AREA
Garage
459 SF
Entry
28 SF
218 SF
705 SF
2739 SF
Lanai
-
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-
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DocuSign Envelope ID73183216-6612-4252-8453-A9FCCD7D2984
i
Footer
Re -Bar (sized
according to N
foundation plan) 6
#4 awg CU bare w/ 10' stubbed e
outside of slab at service
location. Connect to footer steel
w/ (2) ground clamps 5' apart
60 ----- —
UFER GROUND DETAIL
N.T.S.
I_
ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
ME AS
SERVICE SA 150 = #1 Copper or 2/ 0 Aluminum
UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2"
AMP SERVICE Conduit.
_ - � A/C DISCONNECT
}� (METER MAIN -
_- DISC #12 COPPER TO APPLIANCES AND GFI
---- __ _- 150 OR
i
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
GENERAL ELECTRICAL NOTES
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AFCI PROTECTION
• CARBON MONOXIDE PROTECTION PER FLORIDA
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
• ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
GFCI-PROTECTED
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
• PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
• PER NEC SECTION R314.3 AND R315.1 SMOKE
DETECTORS TO BE INSTALLED INSIDE EACH
SLEEPING AREA
• ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
INSTALL, KIDDE MODEL # 14618A SMOKE ALARM, OR
APPROVED EQUAL
• PROVIDE GAS DROPS AS PER COMMUNITY ONLY
• JUNCTION BOX AT WATER HEATER, RANGE AND/OR
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
PROVIDE APPROPRIATE RECEPTACLE PER
APPLIANCE
• 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
ABBREVIATIONS LEGEND
ROOF NOTES
INSTALL ROOF VENTING PER MFR WRITTEN
ABV
ABOVE
INSTRUCTIONS PER FBC R806
AC
AIR CONDITIONER
AFF
ABOVE FINISHED FLOOR
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
AHU
AIR HANDLER UNIT
RAFTER. REFERENCE WALL SECTIONS/DETAILS
FOR ALL OVERHANGS NOT DIMENSIONED.
BLK
BLOCK
CABS
CABINETS
• ALL UNDERLAYMENT MUST BE INSTALLED IN
CLG
CEILING
COMPLIANCE WITH FBC R905.1.1
CHR
CHAIR RAIL
COFF
COFFERED
EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
COL
COLUMN
OUT IN ROOF SHEATHING PER MFR WRITTEN
COND
CONDENSER
INSTRUCTIONS
CRN
CROWN MOULDING
CVAC
CENTRAL VACUUM SYSTEM
DBL
DOUBLE
DIAG
DIAGONAL
i
DR
DOOR
DRY
DRYER
DW
DISHWASHER
EB
EYEBROW
FL
FLOOR LINE (MAT. CHANGE)
FLR
FLOOR
FP
FIREPLACE
FXD
FIXED
FXT
FIXTURE
GLS
GLASS
HB
HOSE BIB
-
KS
KNEE SPACE
LAV
LAVATORY
ROOF VENT CALCULATION
LT
LAUNDRY TUB
--- -
MRBL
MARBLE
FORMULA:
MC
MEDICINE CABINET
MIR
MIRROR
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
MTL
METAL
OF CEILING
OH
OVERHEAD
`144 SQ. IN. = 1 SQ, FT.
OPNG
OPENING
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
OPT
OPTIONAL
BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50%
R & S
CLOTHES ROD and SHELF
AT LOW.
REF
REFRIGERATOR
SD
SOAP DISH
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
SDLTS
SIDE LIGHTS
THAN 50% OF VENTILATION MUST BE PROVIDED BY
SGD
SLIDING GLASS DOOR
VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW
SH (2)
SHELVES (QUANTITY)
THE RIDGE OR HIGHEST POINT OF THE SPACE
SHWR
SHOWER
TB
TOWEL BAR
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE)
TPH
TOILET PAPER HOLDER
T&S
TUB and SHOWER
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
TEMP
TEMPERED
PER LINEAL FT
TR
TRANSOM
VOL
VOLUME
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
WC
WATER CLOSET
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
WD
WOOD
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
WH
WATER HEATER
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
WNCT
WAINSCOT
LOCATED LESS THAN 5' FROM PROPERTY LINE
WS
WATER SOFTENER
WASH
WASHER
EXTERIOR ELEVATION GENERAL NOTES
GENERAL NOTES
• FRONT ELEVATIONS BANDING, MOLDING,
•
ALL CONSTRUCTION SHALL MEET THE LATEST
COLUMNS AND TRIM SHALL RECEIVE A SAND
EDITION OF CODES ADOPTED BY THE LOCAL
FINISH. SEE ELEVATION FOR DEPTH OR RAISED
GOVERNING AGENCIES
BANDING
•
PER FBC R302.5 NO OPENINGS FROM A PRIVATE
• SIDE AND REAR ELEVATIONS BANDING AROUND
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
WINDOWS AND DOORS MAY BE OPTIONAL PER
COMMUNITY SPECS - SEE COMMUNITY
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD,
SPECIFICATIONS OR CONSULT THE
INSULATED STEEL OR 20 MIN. FIRE RATED DOORS
CONSTRUCTION MANAGER. ALL BANDING SHALL
NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED
RECEIVE A SAND FINISH
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
j
GARAGE OR PENETRATING THE WALL OR CEILING
• ROOF COVERING SEE COMMUNITY
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 R703.4
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
ATTACHMENTS SHALL BE OF
PER FBC R309.1 GARAGE AND CARPORT FLOOR
CORROSION -RESISTANT MATERIALS. EXPANDED
SURFACE AREAS USED FOR PARKING OF
METAL OR WOVEN WIRE LATH SHALL BE
ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE
AUTOMOBILES OR OTHER VEHICLES SHALL BE
NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR
SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS
7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES,
TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY
SPACED NOT MORE THAN 6 INCHES (152 MM), OR
DOORWAY
AS OTHERWISE APPROVED
• PLASTER PER R703.7.2, PLASTERING WITH
•
PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
PORTLAND CEMENT PLASTER SHALL BE NOT LESS
FLOOR SURFACES LOCATED MORE THAN 30" ABOVE
THAN THREE COATS WHERE APPLIED OVER METAL
FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
LATH OR WIRE LATH AND SHALL BE NOT LESS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
THAN TWO COATS WHERE APPLIED OVER
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MASONRY, CONCRETE, PRESSURE -PRESERVATIVE
1
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
TREATED WOOD OR DECAY -RESISTANT WOOD AS
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
SPECIFIED IN SECTION R317.1 OR GYPSUM
MEASURED VERTICALLY FROM THE NOSING OF THE
BACKING. IF THE PLASTER SURFACE IS
COMPLETELY COVERED BY VENEER OR OTHER
TREADS
FACING MATERIAL OR IS COMPLETELY
CONCEALED, PLASTER APPLICATION NEED BE
.
PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
ONLY TWO COATS, PROVIDED THE TOTAL
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
BALCONIES AND PORCHES SHALL HAVE
ON WOOD -FRAME CONSTRUCTION WITH AN
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
PLASTER SHALL BE APPLIED TO COVER, BUT NOT
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
EXTEND BELOW, LATH, PAPER AND SCREED. THE
OR MORE IN DIAMETER
PROPORTION OF AGGREGATE TO CEMENTITIOUS
MATERIALS SHALL BE AS SET FORTH IN TABLE
.
PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
R702.1(3)
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
• WEEP SCREED PER R703.7.2.1 A MINIMUM
0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET
BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
GAGE), CORROSION -RESISTANT WEEP SCREED OR
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
PLASTIC WEEP SCREED, WITH A MINIMUM
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING OR
(89 MM) SHALL BE PROVIDED AT OR BELOW THE
WALKING SURFACE, SHALL BE CONSIDERED A
FOUNDATION PLATE LINE ON EXTERIOR STUD
HAZARDOUS LOCATION. G.C. TO VERIFY IF
WALLS IN ACCORDANCE WITH ASTM C926. THE
HOMEOWNER SELECTS ANY OF THESE ITEMS
WEEP SCREED SHALL BE PLACED NOT LESS THAN
LISTED. IF ANY OF THESE ITEMS LISTED IS
4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES
(51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
TYPE THAT WILL ALLOW TRAPPED WATER TO
j
TO BE TEMPERED
DRAIN TO THE EXTERIOR OF THE BUILDING. THE
WEATHER -RESISTANT BARRIER SHALL LAP THE
•
PER FBC R312.2, PROVIDE WINDOW FALL
ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
PROTECTION IN ACCORDANCE WITH R312.2.1 AND
COVER AND TERMINATE ON THE ATTACHMENT
FLANGE OF THE WEEP SCREED
R312.2.2
• WATER -RESISTIVE BARRIERS PER R703.7.3,
GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
WATER -RESISTIVE BARRIERS SHALL BE INSTALLED
AS REQUIRED IN SECTION R703.2 AND, WHERE
C.J. = RECOMMENDED MASONRY CONTROL JOINT
APPLIED OVER WOOD -BASED SHEATHING, SHALL
LOCATION
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
BARRIER WITH A PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS OF GRADE D PAPER.
•
ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
INDEPENDENTLY SUCH THAT EACH LAYER
INSTALLED PER BUILDER PROVIDED
PROVIDES A SEPARATE CONTINUOUS PLANE AND
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
ANY FLASHING (INSTALLED IN ACCORDANCE WITH
SECTION R703.4) INTENDED TO DRAIN TO THE
WATER -RESISTIVE BARRIER IS DIRECTED
•
ALL FINISH DETAILS & TYPICAL PLAN NOTES
BETWEEN THE LAYERS
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
I
•
REFER TO STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
I
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9-4" 59'-10" 10"
- 70'-0" -- - --- -
1st LEVEL FLOOR PLAN
1/4" = V-0" WHEN PRINTED ON 22"04"
FLOOR PLAN KEY NOTES
(SEE SHEETA000 FOR GENERAL NOTES)
100 - PROVIDE FURRING AS NEEDED
101 - 2x6 WALL
102 - DOUBLE WALL (2-2x4 U.N.O.)
103 - 42" HIGH HALF WALL WITH CAP
104 - DOOR HEIGHT DIFFERS
(RE: COMMUNITY/BLDR SPECS)
105 - INTERIOR FLAT HEADER at 8' U.N.O.
(SEE PLANS FOR WIDTH)
106 - INTERIOR ARCHED HEADER (from T-4" to 8')
(SEE PLANS FOR WIDTH)
107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER
CONTROLS POSITIONED BELOW NICHE
108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW
109 - 36" HIGH HANDRAIL
110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE
-OR- 20 MIN FIRE RATED
111 - ATTIC ACCESS - SIZE AS NOTED
20 MIN FIRE RATED
112 - INTERIOR FLAT HEADER at 8-8"' U.N.O.
(SEE PLANS FOR WIDTH)
120 - RECESSED TILE SHOWER - SIZE AS NOTED
121 - TILE SHOWER WITH CURB - SIZE AS NOTED
122 - VIKRELL BASE SHOWER - SIZE AS NOTED
123 - TUB R.O. 5-0 %"
124 - GARDEN TUB - SIZE AS NOTED
125 - TEMPERED GLASS SHOWER ENCLOSURE
126 - TEMPERED GLASS SHOWER ENCLOSURE
ON 42" H 1/2 WALL w/SLP TOP
127 - SHOWER SEAT AT 18"x18"x20"
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK
140 - OVERHEAD CABINET
141 - REFRIGERATOR - OPTIONAL
142 - DISHWASHER
143 - RANGE WITH MICRO HOOD
144 - COOKTOP
145 - DOUBLE OVEN
146 - WASHER - OPTIONAL
147 - DRYER - OPTIONAL
160 - INSTALL MECH PROTECTION PER CODE
161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY
162 - LOUVERED DOOR
163 - METAL A/C STAND
164 - BOLLARD AS REQ. PER BUILDING CODE
180 - EXTERIOR HEADER
(RE: ELEVATION)
181 - SYNTHETIC STONE VENEER
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12 5
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1st LEVEL BRG 1st LEVEL BRG
91
41,
1st LEVEL FIFE
F 1st LEVEL
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RIGHT ELEVATION
1/8" = V-0" WHEN PRINTED ON 22"x34"
SIDE FRONT
(�1 TRELLIS DETAIL
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ROOF VENTILATION
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BUILDING HEIGHT AFF HEIGHT (ABV GRADE
T 11 7/8" \ 18' - 7 7/8"
12
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FRONT ELEVATION
1/4" = 1'-0" WHEN PRINTED ON 22"04"
3068 w/ 3010
TRANSOM ABV
ELEVATION KEY NOTES
(SEE SHEET A000 FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
204 - MI LLENNIUM ROOF VENT
220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT
221 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 12" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
BACK WIRE LATH, OVER HOUSE WRAP OVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS- LATH TO BE
FURRED OUT FROM BACKING FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
223 - FIBER CEMENT LAP SIDING
224 - FIBER CEMENT SHAKE SIDING
225 - FIBER CEMENT BOARD & BATTEN SIDING
226 - SYNTHETIC STONE VENEER
227 - STONE LEDGE
228 - BRICK VENEER
229 - FOAM CAP
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - Z x TRIM - SIZE AS NOTED
260 - CV BAND - SIZE AS NOTED -1" PROJ U.N-O.
261 - CV BAND -SIZE AS NOTED - 2" PROJ U-N-0-
262 - Vx TRIM -SIZE AS NOTED
263 - DECORATIVE SHUTTER - SIZE AS NOTED
264 - DECORATIVE BRACKET - AS NOTED - OR EQUIVALENT
265 - DECORATIVE LOWER - 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-
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BUILDING HEIGHT (AFF)
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INSULATION BAFFLE BETWEEN
TRUSSES INSTALLED PER MFR
WRITTEN SPECS
CONCRETE TILE ROOFING
INSTALLED PER MFR SPECS OVER
WD SHTHG OVER PRE-ENG WD
TRUSSES (RE- STRUCTURAL)
ALUMINUM DRIP OVER
1x2 DRIP EDGE OVER
2x6 FASCIA W/ ALUMINUM WRAP
VENTED SOFFIT INSTALLED
PER MFR WRITTEN SPECIFICATIONS
NOTE: INSTALL PORTLAND
CEMENT BASE PLASTER IN
ACCORDANCE WITH ASTM 926
AND ASTM C 1063
NOTE- INSTALL ALL VINYL CV
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VARIES (RE: 12
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PRE CAST LINTEL
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NOTE- RE- FLOOR PLAN (SH
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RE- WINDOW MFR SPECS FOR
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INSTALLATION DATA
42 TYP ONE-STORY WALL SECTION
A400 SCALE: 1" = 1'-0"
INSULATION BAFFLE BETWEEN
TRUSSES INSTALLED PER MFR
WRITTEN SPECS
VARIES (RE- 12
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INSTALLED PER MFR SPECS OVER VARIES (RE:
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TRUSSES (RE: STRUCTURAL)
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1x2 DRIP EDGE OVER (RE: ELEV)
2x6 FASCIA W/ ALUMINUM WRAP INSULATION PER CODE
VENTED SOFFIT INSTALLED
PER MFR WRITTEN SPECIFICATIONS
NOTE: INSTALL PORTLAND
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NOTE: INSTALL ALL Vl f
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NOTE- RE: FLOOR PLAN (SH
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RE: WINDOW MFR SPECS FOR
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1/2" GYP BRD OVER
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W/ 1x2 TREATED FURRING
STRIPS at 24" O.C. MAX
1x TREATED FURRING TYP at
TOP & BOT OF BLOCK WALL
MAIN FIN FLR 0'-0"
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INSTALL VAPOR BARRIER
IN ACCORDANCE WITH
ASTM E 1643-98
FOUNDATION/FOOTING VARIES
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1 TYP ONE-STORY_ WALL SECTION_
A400 SCALE: 1" = 1'-0"
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WOOD SHEATHING
WRB LAYER#1,
STUCCO WRAP
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CEMENT PLASTER
LAP WRB & TAPE OVER
ROOF/WALL SCREED
5"xS' " L" TYPE CONTINUOUS
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CAP SHINGLE - DO NOT
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SCALE: N.T.S.
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®1. FOLD INWARD at PT. A
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3. CREASE at PT. C
4. FOLD PT. C OVER PT. B UNTIL
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WRB LAYER #2, FORTIFIBER BUILDING
PAPER
WRB LAYER #1, STUCCO WRAP
LAP LAYERS OF BUILDING WRAP
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WALL KICKOUT FLASHING
SCALE: N.T.S.
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APPLY E-Z BEAD
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'D' FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
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STEP #1
STEP #3
STEP #5
WRB LAYER #1,
STUCCO WRAP
CUT "X" INTO SELF -
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MEMBRANE FLASHING
APPLY SELF -ADHERING
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ELECTRICAL RECEPTACLE
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PRE-ENG'D TRUSS TO BE CUT @ WOOD WALL
SUB BAND DETAIL
WALL INLET TO AVOID CONTACT
W/ TEXTURED FINISH
2"x4"x4'-0" SCABBED
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OVER APPROVED
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STEP #4
STEP #6
SELF -
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STUCCO/ C.V.
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METAL LATH
SCALE: N.T.S.
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SCALE: N.T.S.
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VINYL CASING
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SCALE: N.T.S.
12' GYP BRD OVER —
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---
-
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MFR WRITTEN SPECS (RE:
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SELF ADHESIVE -OR- FLUID
APPLIED FLASHING (CLEAN
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PT 1x WOOD BUCK
VINYL FLANGE CASING BEAD
SHIM AS NEEDED
INSTALLED PER MFR
WRITTEN SPECS (TYP)
48" BACKER ROD W/ SEALANT
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EXTERIOR
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SCALE: 1 1/2" = V-0"
PRE -FORMED CONTROL / \
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12" WIDE SELF-ADHESIVE
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TEXTURED PER COMMUNITY
3PECIFCATIONS
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SCALE: N.T.S.
CMU WALL W/
48' STUCCO FINISH
(RE: STRUCTURAL)
1z" GYP BRD OVER
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1x2 TREATED
W/ INSTALLED PER MFR
FURRING STRIPS
----
----
WRITTEN SPECS (RE: ELEV)
at CMU WALL (TYP)
WOOD BLOCKIN
SELF ADHESIVE -OR- FLUID
APPLIED FLASHING (CLEAN
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VINYL FLANGE CASING BEAD
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WEATHER RESISTIVE
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WEATHER RESISTIVE
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6" SELF -ADHERING
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UNIT
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SEALANT at
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SCALE: N.T.S.
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WOOD TRIM MEMBER
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OR APPROVED SEALANT /,
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PRECAST CONCRETE SILL
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" GYP BRD OVER INSTALLED PER MFR
1x2 TREATED --- - -- WRITTEN SPECS (TYP)
FURRING STRIPS CMU STEMWALL W/
at CMU WALL (TYP) 48" STUCCO FINISH
(RE: STRUCTURAL)
INTERIOR EXTERIOR
WINDOW SILL at CMU
SCALE- 1 1/2" = V-0"
ELECTRIC MEl
FIELD VERIFY
LOCATION
AREA TO RECL1
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& 1 COAT OF PAINT W/
BACK -ROLL PRIOR TO
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ELECTRICAL CONDUIT PENETRATION
WOOD CONST BEYOND
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
5/16" X 7 1/4" LAP
SIDING W/ 6 REVEAL
STARTER STRIP
DO NOT CAULK OR
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PT 1 x4
PT 2x4 FRAME ANCHOR
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(RE:STR
INISH COATING OVER PRIMED
HREE COAT STUCCO FINISH
8' NOM) OVER GALV MTL LATH
VER 15# FELT OVER APPROVED
DUSEWRAP
ASTEN TO WD STRUCTURAL
IEMBER at 7" O.C. MAX
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-EXTURED PER COMMUNITY
'>PECIFCATIONS
WD SHEATHING
(RE: STRUCT)
Mill
)NE (1)
3 ELECTRIC
CAVITY TO BE FILLED
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ISOCYANOTE-POLYBLEN
FOAM ("GREAT STUFF" OR
SIMILAR)
APPLY A SILICON BASE
SEALANT AT POINT THAT
ELEC WIRE PENETRATES
PROVIDE STUCCO
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THAN THE ELECTRIC
METER CAN OR METER
CAN COMBO OR METER
CAN AND DISCONNECT
SCALE: N.T.S.
FIBERCEMENT -OR- VINYL LAP
SIDING OVER APPROVED
HOUSEWRAP INSTALLED PER
MFR WRITTEN SPECIFICATIONS
EXTEND HOUSEWRAP
OVER NAILING FLANGE
MTL DRIP FLASHING W/
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1
{ EXTEND 12" SELF -ADHERING
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I WINDOW FLANGE SET IN CONT
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TEXTURED PER COMMUNITY
SPECIFCATIONS
STUCCO SIDING
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SCALE: N.T.S.
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CMU LINTEL
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1500
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DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7D-984
DESIGN CRITERIA AND LOADS
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTFS 3 4
I- -L I ,... o. , _ 111
TABLE 7: METAL CONNECTOR SCHEDULE
I I77nl77K1n
Buildinq Code
Florida Building and Residential Codes ,
7th Edition (2020)
Code for Design Loads
ANSI/ASCE 7-16
ROOF LOADING' ........................ . ...........
Ca = 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
ATTICS WITHOUT STORAGE.... ....
...... 10 PSF
(NON -CONCURRENT)
BOTTOM CHORD DEAD LOAD........ .............
5 PSF
WIND LOADING ^3 .......... .........................
Cd 1.60
ASCE 7-16, 3S GUST ......... ..............................
139 MPH
BASIC WIND SPEED
EXPOSURE CATEGORY... -_ -- __- ........
C
BUILDING CATEGORY .............. .............
_.II
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 (TILE = 17 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
ILL /360
BEAMS' _ .................................. _...............
......TL / 240
NOTES:
1 PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED 3/d" DEFLECTION
2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM
3. ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS
(DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID
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
1 +27.17 -29.59
+27.17
-35.47
51 - 100 ft2
+25.52 -27.94
+25.52
-32.17
- 2
101 200 ft
-26. 7
24.25 6
24.2 5
29. 4
6
SOFFIT MAX PRESSURE (psf)
+28.6
-38.3
GARAGE DOOR PRESSURE
+21.7
-24.6
I THIS STRUCTURE IS LOCATED IN THE WIND BORNE DEBRIS REGION
AND HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AS SUCH,
THE BUILDER MUST SUPPLY OPENING PROTECTION IN ACCORDANCE !
WITH FBC 6TH ED. 2017 SECTION 1609.1.2 AND/OR FRC 6TH ED. 2017 j
SECTION 301.2.1.2 AND LOCAL BUILDING JURISDICTION.
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE TAKEN
AS THE 1ST 4.0' PER FIGURE R301.2 (7)
1 ST FLOOR cnP)
END ZONE
DESIGNATION
O
STUCCO AND DIRECTLY
MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
� N
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
ww�
v J z
ALL OTHER VENEER
MIN 1%/ '32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
(NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
x c9 rn
TILE AND METAL ROOF
MIN 15/32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
Z .6PERPENDICULAR
(NOTE 7)
TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND
o i -
6" O.C. IN THE FIELD
w0 w �
MIN Z116" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
O = 0
w cn
SHINGLE ROOF
PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6"
O.C. IN THE FIELD.
FLOOR DECK SHEATHING:
2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
(NOTE 5)
FIELD.
MIN 3/" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
PORCH CEILING BOARD SHEATHING
COMMON: 3" O C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 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 1V32" CATEGORY, USE RSRS-03 NAILS.
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS,
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO
REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
6. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
7 „
D HORIZONTALLY R VERTI ALLY PER FLEXIBLE VENEER WALL
STRUCTURAL REQUIREMENTS ARE /6 24/16 SPAN RATING INSTALLED O C
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
7. 1V32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, 1V32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER
DIAMETER
LENGTH
8d COMMON
0.131"
2-'/2"
RSRS-01
0.113"
2-Y8"
RSRS-03
0.131"
2-'/2'
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3 - %
16d SINKER
0.148"
3-'/:'
16d COMMON
0.162"
3-Y2'
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 COMPLIANCE WHEN REQUESTED BY THE BUILDING 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 CODE APPROVED PROVISIONS 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 1" 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 TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER).
2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
RECORD FOR APPROVAL PRIOR TO
WITH AN
SHALL BE PREPARED IN ACCORDANCEI/TPI AND SUBMITTED TO THE ENGINEER OF S
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.
3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
5. TRUSS UPLIFTS HAVE BEEN 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.
6. 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.
r4U I CA L, .5, 4
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
(8)'/< X 1 %" SIDS SCREWS
(8)%' x 11/2' WS15-GC
DTT2Z
IN STUDY2" 0 X 4'/2"
WOOD SCREWS IN STUD
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
1/2 0 x 4%" EMBED EPDXY
SCREW ANCHOR
OR SCREW ANCHOR
(18)0.162"x2'/z"IN
(18)0.162"x2'/z"IN
HTT4
STUD/BEAM/TRUSS
STUD/BEAM/TRUSS
(NOTE 2)
fie" 0 x 6" EMBED ANCHOR
HTT45
fie" 0 x 6" EMBED ANCHOR
IN CONCRETE
IN CONCRETE
(26) 0.162" x 2 '/s" IN
(26) 0.162" x 2 1/2" IN
HTT5
STUD/BEAM/TRUSS
STUD/BEAM/TRUSS
(NOTE 2)
%" 0 x 6" EMBED ANCHOR
HTT45
%" 0 x 6" EMBED ANCHOR
IN CONCRETE
IN CONCRETE
(20)'/<" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
IN STUD GROUP
PHD8
GROUP'e" 0 x 12" EMBED
'8" 0 x 12" EMBED
ANCHOR IN CONCRETE
ANCHOR IN CONCRETE
(7) 10d x 1 '/2" IN TRUSS
(7) 10d x 1 %" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(8) 10d x 1 ''/2" IN TRUSS
(9) 10d x 1 '/V IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
(NOTE6
4 " 7" Y
8 0 x EMBED EPDXY
4 " x 7" EMBED EPDXY
8 0
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
%" 0 x 7" EMBED EPDXY
PAU66
§8 0 x 7" EMBED EPDXY
(NOTE 6)
(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
DOOR RETURNS)
DOOR RETURNS)
(14) 16d COMMON IN
HD4HD488,
(14) 16d COMMON IN
C 8,
HC48
HEADER
HEADER
HU
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2
HD28 -2F
(6) 10d COMMON IN BEAM
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
HUC210-2
BEAM
HD210-21F
BEAM
(22) 16d COMMON IN
(22) 16d COMMON IN
HUC212-2
HEADER
HD212-21F
HEADER
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(4)%" x 1 Y2" SIDS SCREW
(4) %" x 11/2' WS15 SCREWS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)%" x 3" SIDS SCREWS
HGA10
(4) '/:' x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
(4) SDS'/:' x 1 '/2' SCREWS
(4) %" x 1'/2" WS15 SCREWS
HGAMIOKT
IN TRUSS/RAFTER
HGAMIOKT
IN TRUSS/ RAFTER
(4) /. x 13 WEDGE BOLT
(4) %" x 23/+" TITEN SCREWS
L_
IN MASONRY
OR EQUIVALENT IN
I
I MASONRY
SIMPSON
SIMPSON
FASTENERS
MITEK
USP FASTENERS
(9) 10d COMMON
(9) 10d
CS18
EACH END
CS20
COMMON
EACH END
MTS12
(7) 10d x 1 '/2"
MTW12
(7) 10d x 1 'Y2"
EACH END
EACH END
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
EACH END
EACH END
MSTA36
13 10d COMMON
( )
MSTA36
(13) 10d COMMON
EACH END
EACH END
(7) 10d COMMON IN
(7) 10d COMMON IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
(4) %" x 2 %" TITEN
(5) %" x 2 %" TAPCON IN
SCREWS IN MASONRY
MASONRY
(11)10dx1%"IN
(11) 10d x 1 1/2" IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
(11) 10d x 1 1/2" IN
(11) 10d x 1 '/z" IN
STUD
STUD
(12)10dx1'/z"IN
(8)10dx1'/z"IN
TRUSS/RAFTER
TRUSS/RAFTER
HTSM20
1210dx1/zIN
HTWM20
+
4 x 3" WEDGE BOLT
O /,„
STUD
OR EQUIVALENT IN STUD
(5)8dx1%"IN
(5) 8d x 11/2" IN
H2.5T/
TRUSS
RT7/
TRUSS
HA8
(5) 8d x 1'/2' IN
RT7AT
(5) 8d x 1'/s" IN
TOP PLATE
TOP PLATE
(5) 10d x 11/2" IN
(5) 10d x 1'/z" IN
TRUSS
TRUSS
H8
(5) 10d x 1 Y7" IN
RT8A
(5) 10d x 11/z" IN
TOP PLATE
TOP PLATE
(16) 1bd UUMMUN IN
(16) 10d COMMON TO
TRUSS/RAFTER
TRUSS/RAFTER
LGT2
(7) Y:' x 2 %" TITEN
LUGT2
(5) '0" x 3" WEDGE BOLT
SCREWS IN MASONRY
OR EQUIVALENT
(26) 16d SINKER
(28) 16d SINKER IN WALL
LGT3
IN WALL FRAMING
LUGT3
FRAMING
(12) SIDS %" x 2 Y2'
(12) WS25 %" x 2 ''/z"
IN TRUSS
IN TRUSS
SDWC14500, SDWC15600
NO USP EQUIVALENT
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES
3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 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
'/:' 0 x 2 W TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF '/:' 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3 3 000 PSI. ,
4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30".
6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING
7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
ALTERNATIVE FOR THE APPLICATION SHOWN
UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
FOR ENGINEER OF RECORD
A HW Y
EW
C- C A
0
OSB
WSP
ORIENTED STRAND BOARD
WOOD STRUCTURAL PANEL
SOUTHERN YELLOW PINE
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SPRUCE -PINE -FUR
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It
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1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO.
(3 %" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 -%" BEAM)
+
LVL
2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE
PSL
SYS 42
2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO.
PROPERLY RATED OPEN WEB HEADER
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INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS
LL
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INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
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true design studies
SW SPECIFICATIONS)
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STRUCTURAL WOOD BEAM
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9000 REGENCY SQUARE BLVD.
STUD COLUMN KEYNOTE
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SUITE 100, JACKSONVILLE, FL 32211
NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS.
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NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS
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1 2 STUDS
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BOTTOM OF STUD COLUMN CONNECTION �
1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN s
2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. co
"ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN w
NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE Q
HEADER STRAPPING KEYNOTE
NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD (n
1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD U
1 DTT2Z Z
KING/JACK GROUP BOTTOM CONNECTION w
1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP 0
2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD w
GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w
NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP O
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NON -BEARING HEADER FRAMING KEYNOTE
NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING
UA
HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY
LOADED CONDITIONS ABOVE 0 U)
#2 SYP HEADER FRAMING KEYNOTE z W
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(2)2, 10-1 / 2 NUMBER OF KING STUDS EACH SIDE OF OPENING (A Uj
W
NUMBER OF JACK STUDS EACH SIDE OF OPENING z Z W
DEPTH OF LOAD -BEARING #2 SYP HEADER O
NUMBER OF PLIES IN HEADER mLLJ U)
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ENGINEERED LUMBER HEADER FRAMING KEYNOTE W Q
NUMBER OF KING STUDS EACH SIDE OF OPENING W
Z
NUMBER OF JACK STUDS EACH SIDE OF OPENING Z > Q Q
HEADER MATERIAL (LSL, LVL, PSL, OR SYS42) W W 0
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DEPTH OF LOAD -BEARING EWP HEADER < Q W g
NUMBER OF PLIES IN HEADER (1 34" WIDE UNO) W
HEADER FRAMING i x
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1. ALL HEADER JACK AND KING STU DS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. z
STAGGERED. z
2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN � O
EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN. Q 0
3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. 0f w
4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O Z
5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. a
6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O EE
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CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST
FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. U LL
7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q
OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: 0 J
• SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5 O Abbott Park U
• SPH w/ (12) 10d x 1- Y2" @ 16" O.C. OR
• DSP w/ (14) 10d x 1- Y2' @ 16" O.C. OR LL LOT 003-04-1 C
• FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1-%" (OR EQUAL APPROVED BY EOR). Q w
8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O C. F-
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FRAMING NOTES O PROJECT NO LU
1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2021.014965
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). z DRAWN: O
ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S = ASH o
SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. U O
2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY L CHKD' LO
SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X VA (A
3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.10.1
4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER.
5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q ttt��� cn
SYSTEM TO FOUNDATION. (NOT REQUIRED BELOW HEADER JACK/KING STUD GROUPS) ``����5'(IN• LgN7� �,�� (�
6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. % �� ••• G E N '9 �� O
7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS. m '� .••�,� `SF'•• ��+ z
8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. Z
9. EXTERIOR WALL DESIGN ASSUMES CONTINUOUSLY SHEATHED WITH OSB OR PLYWOOD -'
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FOUNDATION PLAN
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70'-0"
111-S
2020 V1.0
GENERAL FOUNDATION NOTES:Aftoo\
1.
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CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND
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HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO.
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EARTH AND EARTH FILL SUPPORTING SLABS GRADE 0
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SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB
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IN ACCORDANCE WITH THE BUILDING CODE. CONSULT
ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS.
•
MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE
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INTERCHANGEABLE. SEE SHEET ST-2D FOR INTERCHANGEABLE
STEMWALL & MONOLITHIC SECTIONS (DETAILS 1/2 & 5/7).
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24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL
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9000 REGENCY SQUARE BLVD.
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NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
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8"x8" DEEP THICKENED B 12'' DEEP FTG UNDER BOX
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EDGE w/ (1) #4 CONT COLUMN, FTG TO BE
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'"`NOTE TO CONTRACTOR—
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Printed copies of this document are
DR HORTON DOES NOT ALLOW FIBERMESH AS AN
ALTERNATIVE TO WWF AS SPECIFIED IN THIS PLAN SET
LO
>.not considered signed and sealed
and the signature must be verified
by a 3rd Party Certificate Authority
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BORA-CARE OR OTHER DR HORTON APPROVED WOOD DESTROYING
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MANUFACTURER AND DR HORTON
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,I DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7C2984
EXISTING EXTERIOR CMU
MIN. 3" EDC
STRIP OF WWF FROM F.F.E. TO
MIN. 6" BELOW GRADE. WWF TO
EXISTING FOUNDATION FACE w/
(2) ROWS OF 3/6" DIA. TAPCONS
OR CUT NAILS @ 24" O.C. COVET
FLUSH w/ 3000psi CONCRETE.
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D EXISTING FOUNDATION.
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8" CMU WALL OVERHANGS LESS THAN 1"
GROUT BOTTOM 3 COURSES -
OF EXISTING CMU WALL FOR �\
LENGTH OF OVERHANG. FILL i-
TO BOTTOM OF WINDOW SILL
WHERE NEEDED`
MIN. 3" EDGE DISTANCE
STRIP OF WWF FROM F.F.E. TO
BOTTOM OF FTG. WWF TO
EXISTING FOUNDATION FACE w/
(2) ROWS OF 16" DIA. TAPCONS
OR CUT NAILS @ 24" O.C. COVER
FLUSH w/ 3000psi CONCRETE.
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EXISTING FOUNDATION
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8" CMU WALL OVERHANGS 2.5" OR LESS
NOTES:
• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT,
REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL
AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO
EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM.
• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE,
CONTACT EOR.
CONCRETE SLAB W/ 6x6
W1.4 x W1.4 WWF OR
FIBERMESH
0'4' A.F.F. SEE ARCH
} n - - - - (MAX 20"
DEEP)
�4"
4" EXTENSION
UNDER BRICK VENEER
12" UNDER 1 STORY WALL VAPOR BARRIER
16" UNDER 2 STORY WALL
cooBEARING CURB STEP SECTION
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CONTINUOUS CONCRETE
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TYPICAL STEP IN FOOTING DETAIL,
CMU STEMWALL MONO LITHIC SLAB
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8" CMU CHAIR BLOCK W/ (1) #5 l
CONTINUOUS TO EXTEND MIN 24"
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OR FIBER MESH
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STEMWALL FOOTING TO EXTEND M I N
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• ADDITIONAL #4 OR #5 VERTICAL TO BE
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LOCATE AERTIF
AND TIE INTO STEMWALL FOOTING
REINFORCEMENT IN LAST
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CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL
CONCRETE SLAB W/
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OR FIBER MESH
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ADDITIONAL #4 OR
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UNDISTURBED SOIL
VERTICAL REINFORCEMENT - 4" OPT BRICK LEDGE
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CAST -IN -PLACE FOOTING SPECS -
1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT
2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
2 STEMWALL SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
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VERT REINFORCEMENT TO 4" OPT BRICK LEDGE
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CAST -IN -PLACE FOOTING SPECS -
1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT
2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
7 STEMWALL CURB SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
- FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
(1) #4 OR #5 CONT.
36" MAX VARIES PER
ARCH PLANS
12" MIN`
6" OPT. EXTENSION
IN BRICK LOCATIONS
ON FND PLAN
MINIMUM 24"
3'Y2' CONCRETE SLAB W/ 6x6
W1.4 x W1.4 WWF OR FIBERMESH
(1) #4 OR #5 90" BEND @ 48" O.C.
VAPOR BARRIER
FOOTING TO BEAR ON FIRM
UNDISTURBED SOIL
12" UNDER 1 STORY WALL W/ (2)
ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT
BAR IN BRICK LEDGE
16" UNDER 2 STORY WALL W/ (3)
1#4 OR (2) #5 CONT
1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH
*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE "1"
FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG
DEPTH EXCEEDS 28".
IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS
TWO CHOICES:
1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION
OF SOIL.
2. USE STEMWALL FOOTING
CONCRETE SLAB W/ 6x6
W1.4 x W1.4 WWF OR
FIBERMESH
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MONOLITHIC FOOTING SECTION z
1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O
FOLLOWING OCCUR: W
• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD.
• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 0
FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY 0
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SEE ARCH 1 Printed copies of this document are
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5 GARAGE EXT WALL -CURB SECTION _j W
CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 003-04-1 C
FOLLOWING OCCUR: w
• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q
• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z
FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O
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CONCRETE SLAB W/ 6x6 J 2021.014965 0
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CMU/METAL CONNECTOR ENGINEERING
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DocuSign Envelope ID. 73183216-6612-4252-8453-A9FCCD7D2984
GENERAL MASONRY NOTES DC1 Q
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ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N
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• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL.
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• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O.
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• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE
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■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM
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30" LAP REQUIRED, TYP AS SHOWN
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❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED
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FRAMING KEY NOTES (CMU) DC1
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1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS.
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2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN
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LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
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PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
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3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
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B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH
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FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C.
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4. HIGH UPLIFT CONNECTION:
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This item has been electronically
• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C.
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signed and sealed by Justin M Lanier,
• SECOND LEVEL WALL STUDS STRAPPED TO FIRST
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sh on the date andtime stamp
shown using a digital signature.
LEVEL
WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C.
Printed copies of this document are
considered signed and sealed
(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)
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and the signature must be verified
by a 3rd Party Certificate Authority
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TRUSS FRAMING GENERAL NOTES
SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o
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• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >
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• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N O
ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING y
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ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. IO N
ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. O
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ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. cy
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NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET. �
2 TYPICAL BEARING BLOCK U
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• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO w
MATCH DIMENSION OF TRUSS MEMBER. (D
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS w
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.0 STAGGERED. � This item has been electronically
O signed and sealed by Justin M Lanier,
3. LEDGER FRAMING NOTES O PE on the date and/or time stamp
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• FASTEN N0.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS Printed copies of this document are
AT EVERY SUPPORT WITH FASTENING SHOWN BELOW not considered signed and sealed
and the signature must be verified
(MAX 24" O.C. SPACING), OR by a 3rd Party Certificate Authority
• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE on any electronic copy
w/ FASTENING SHOWN BELOW O V J
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED W
LOCATIONS ON PLAN U) W
• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER w
PROTECTION AGAINST CORROSION z
o EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL z W
FRAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR O
LEDGERS ARE FOR INTERIOR USE ONLY m Uj
ROOF FRAMING LEDGER TO WOOD: Q
2x6 - ....... .............(4) 12d COMMON W Q
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2x8.,.., .............................. (6) 12d COMMON Z < O
2x10.................................(8) 12d COMMON (D >
2x12 ............................... .(10) 12d COMMON Z W Q
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LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q Uj w
PT 2x6.......(2) ROWS %4" 0 @ 24" O.0 STAGGERED 0 W
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PT 2x8.......(2) ROWS /4" 0 @ 16" O C. STAGGERED I—
PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED 0 � L.� X
PT 2x12.....(2) ROWS %4" 0 @ 6" O.C. STAGGERED LL U_�
FLOOR FRAMING LEDGER TO WOOD (W/ NAILS). Z
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2x8 ..... .......... .................. (5) 16d COMMON < 0
2x10....... _.......................(7) 16d COMMON
j 202.................................(9) 16d COMMON 0 z
FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS): O
PT 2x6. ............ ......... .......(3) W x 4-'/2" LONG #14 WOOD SCREWS U U_
PT2x8................ ...............(5) W x 4-%" LONG #14 WOOD SCREWS Q
PT 2x10.................................(7) '/:' x 4-'/z" LONG #14 WOOD SCREWS J
PT 2x12................................ (9) ''YV x 4-1/2" LONG #14 WOOD SCREWS o Abbott Park U
4 ANGLE & LATERAL BRACES MAY BE OMITTED FROM w LOT 003-04-1 C 0
GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS Q PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. _ w W
5 IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF z Z
THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT — Ur
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6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D O0 0
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TRUSS TO TOP PLATE, MOISTURE BARRIER ----J
UNO: BETWEEN MASONRY AND
• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS
W/ H8 OR H10
• TRUSS LENGTH </ 10 FT VERT. REINFORCING TO
W/ H2.5T OR RT7AT OR HAVE 10" STANDARD
SDWC15600 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
SHEATHING. SEE TABLE 2:
WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
ON SHEET ST-1
TRUSS OR RAFTER TO BOND
BEAM W/ META12 OR HTA16-18
W/ MIN (7) 1 Od x 1 �2" IN TRUSS
(NOTE: I F M ETA1 2 OR HTA1 6-18
IS IMPROPERLY INSTALLED,
ATTACH TRUSS TO BOND
BEAM W/ HTSM20 OR HTWM20)
FASCIA (SEE
ARCHITECTURAL)
PROPERLY WIND LOAD RATED
SOFFIT MATERIAL
CONTINUOUS @ PERIMETER.
SEE TABLE 1: COMPONENT
AND CLADDING DESIGN
PRESSURES ON SHEET ST-1.
(1) COURSE CMU BOND
BEAM 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/ SPI OR SPT22 OR SIDWC1 5450
• EVERY KING STU15 TO BOTTOM PLATE
W/ SP1 OR SPT22 OR SIDWC1 5450
2x— NO. SPF OR BETTER @ MAX 16" O.C.
1/2" THREADED ROD ANCHOR W/ MIN 4"
EMBED W/ NUT & WASHER IN SIMPSON
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OR
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WASHER @ MAX 48" 0 C.
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BOTTOM PLATE ANCHOR NOTES
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END OF SEGMENT (BUTT JOINTS).
INTERIOR LOAD BEARING WALL
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PROVIDE DOWELS TO MATCH
VERTICAL WALL
REINFORCING W/ MIN 30" LAP
(IF DOWEL IS OMITTED OR
IMPROPERLY INSTALLED,
DRILL AND EPDXY DOWEL OF
EQUAL SIZE W/ MIN. 6"
EMBEDMENT IN MONOLITHIC,
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3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS,
MIN %," EXPOSURE 1 PLYWOOD RIM @ RAISED
HEEL TRUSSES INSTALLED WITH LONG
DIMENSION PERPENDICULAR TO TRUSS END
VERTICALS, ATTACH TO TRUSSES AND
BLOCKING W/ 10d @ 3" O.C.
FASCIA (SEE ARCHITECTURAL)
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
IN TRUSS (NOTE: IF META12 OR HTA16-18
IS IMPROPERLY INSTALLED. ATTACH
TRUSS TO BOND BEAM W/ HTSM20 OR
HTWM20)
WALL SECTION AT ROOF (RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
FOR MISLOCATIO
FASTEN 2x6 NO. 2:
TO TRUSS W/ MIN (
FOR MISLOCATIO
INSTALL NEW MAE
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ALTERNATE WALL SECTIONS & TYPICAL DETAILS,
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.
1 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-
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MOISTURE BARRIER
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GABLE ANGLE BRACING DETAIL (W/ HGAM10)
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2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM
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GABLE TRUSS
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L OR T BRACE VERTICAL
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MOISTURE BARRIER SHALL BE
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