HomeMy WebLinkAbout8100 Wheat Stone Drf
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STRUCTURAL
SHEET NO.
I SHEET NAME
- --- - - - - -- - — -- - - - __
ST-1 STRUCTURAL SPECIFICATIONS
ST-2 I, FOUND—ATION PLAN _
—
ST-2.D
FOUNDATION DETAILS
ST-3
! 1 st LEVEL STRUCTURAL PLAN
ST-3A
1st LEVEL ROOF FRAMING PLAN
ST-5
TYPICAL WALL SECTIONS
ST-6
SECTIONS AND DETAILS
DR HORTON
A4DB DELRAY ELEVATION A
Abbott Park, LOT 001=02mA
ELECTRICAL
SHEET NO. ISHEET NAME
E100 1st LEVEL ELECTRICAL PLAN
@XP►M NER
PION
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA $UIi-DING CODE,
NATIONAL ELECTRIC CODS,
AND THr CIT`�' OF ZFPHYRHILLS
ORDINANCES
6 ( ov LA)L sY 44 ,
BUILDING CODE SUMMARY
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 - PLUMBING2017 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
VOLUMES
,CONDITIONED AREA
1 st Floor
18982 CF
F oor2034SF
Grand total
18982 CF
2034 SF
UNCONDITIONED AREA
Garage ---- 459 SF
Entry 128 SF'___
Lanai 218 SF
_
705 SF -
Grand total _ _ `2739 SF
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ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
SERVICE SAME AS
UNDERGROUND 150 OR 200
AMP SERVICE
r
METER _ MAIN
DISC.
-- -- 150 OR --
200 AMP
UNDGND
SERV. BY
POWER CO.
Footer
Re -Bar (sized
according to
foundation plan)
p I
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#4 awg CU bare w/ 10' stubbed iI
outside of slab at service a .
location. Connect to Footer steel I' - 1
w/ (2) ground clamps 5' apart j j
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UFER GROUND DETAIL
N.T.S.
150 = #1 Copper or 2/ 0 Aluminum
200 = 2 /0 Copper or 4 /0 Aluminum in 2"
Conduit. A/C DISCONNECT
#12 COPPER TO APPLIANCES AND GFI
TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
— #8 COPPER TO RANGE
#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 2014 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
ABV
ABOVE
AC
AIR CONDITIONER
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
BLK
BLOCK
CABS
CABINETS
CLG
CEILING
CHR
CHAIR RAIL
COFF
COFFERED
COL
COLUMN
COND
CONDENSER
CRN
CROWN MOULDING
CVAC
CENTRAL VACUUM SYSTEM
DBL
DOUBLE
DIAG
DIAGONAL
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
LT
LAUNDRY TUB
MRBL
MARBLE
MC
MEDICINE CABINET
MIR
MIRROR
MTL
METAL
OH
OVERHEAD
OPNG
OPENING
OPT
OPTIONAL
R & S
CLOTHES ROD and SHELF
REF
REFRIGERATOR
SD
SOAP DISH
SDLTS
SIDE LIGHTS
SGD
SLIDING GLASS DOOR
SH (2)
SHELVES (QUANTITY)
SHWR
SHOWER
TB
TOWEL BAR
TPH
TOILET PAPER HOLDER
T&S
TUB and SHOWER
TEMP
TEMPERED
TR
TRANSOM
VOL
VOLUME
WC
WATER CLOSET
WD
WOOD
WH
WATER HEATER
WNCT
WAINSCOT
WS
WATER SOFTENER
WASH
WASHER
ROOF NOTES
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
RAFTER. REFERENCE WALL SECTIONS/DETAILS
FOR ALL OVERHANGS NOT DIMENSIONED.
• ALL UNDERLAYMENT MUST BE INSTALLED IN
COMPLIANCE WITH FBC R501.1.1
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS
ROOF VENT CALCULATION
FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
OF CEILING
*144 SQ. IN. = 1 SQ. FT.
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50%
AT LOW.
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
THAN 50% OF VENTILATION MUST BE PROVIDED BY
VENTILATORS LOCATED NO MORE THAN T-0" BELOW
THE RIDGE OR HIGHEST POINT OF THE SPACE
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE)
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
PER LINEAL FT
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
LOCATED LESS THAN 5' FROM PROPERTY LINE
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
•
SIDE AND REAR ELEVATIONS BANDING AROUND
•
PER FBC R302.5 NO OPENINGS FROM A PRIVATE
'
WINDOWS AND DOORS MAY BE OPTIONAL PER
j
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GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
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
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 IT'S 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
—I
•
LATH PER FBC R703 7.1, LATH AND LATH
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
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
7/8--INCHLONG (22 2 MM), 16 GAGE STAPLES,
INSTALLED SO THAT THE AREA OF THE CONCEALED
SPACED NOT MORE THAN 6 INCHES (152 MM), OR
SPACE DOES NOT EXCEED 1,000 SQUARE FEET.
AS OTHERWISE APPROVED
DRAFT STOPPING SHALL DIVIDE THE CONCEALED
SPACE INTO APPROXIMATELY EQUAL AREAS AND
•
PLASTER PER R703.7.2, PLASTERING WITH
INSTALLED PER FBC R302.12 & R302.12.1
PORTLAND CEMENT PLASTER SHALL BE NOT LESS
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
THAN TWO COATS WHERE APPLIED OVER
FLOOR SURFACES LOCATED MORE THAN 30" ABOVE
MASONRY, CONCRETE, PRESSURE -PRESERVATIVE
FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
TREATED WOOD OR DECAY -RESISTANT WOOD AS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
SPECIFIED IN SECTION R317.1 OR GYPSUM
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
BACKING IF THE PLASTER SURFACE IS
COMPLETELY COVERED BY VENEER OR OTHER
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
FACING MATERIAL OR IS COMPLETELY
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
CONCEALED, PLASTER APPLICATION NEED BE
MEASURED VERTICALLY FROM THE NOSING OF THE
ONLY TWO COATS, PROVIDED THE TOTAL
TREADS
THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
ON WOOD -FRAME CONSTRUCTION WITH AN
.
PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
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
PROPORTION OF AGGREGATE TO CEMENTITIOUS
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
MATERIALS SHALL BE AS SET FORTH IN TABLE
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
R702.1(3)
OR MORE IN DIAMETER
WEEP SCREED PER R703.7.2.1 A MINIMUM
II
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
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
TO 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
GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
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
SECTION R703.4) INTENDED TO DRAIN TO THE
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
WATER -RESISTIVE BARRIER IS DIRECTED
INSTALLED PER BUILDER PROVIDED
BETWEEN THE LAYERS
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
!I
• ALL FINISH DETAILS & TYPICAL PLAN NOTES
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
• REFER TO STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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FLOOR PLAN KEY NOTES
(SEE SHEET A000 FOR GENERAL NOTES)
100 - PROVIDE FURRING AS NEEDED O
101 - 2x6 WALL
102 - DOUBLE WALL (2-2x4 U.N.O.) O cy
103 - HIGH HALF WALL WITH CAP LIDAPEX
104 - DO DOOR HEIGHT DIFFERS
(RE: COMMUNITY/BLDR SPECS) t�
105 - INTERIOR FLAT HEADER at 8' U.N.O. OR
(SEE PLANS FOR WIDTH) O N
106 - INTERIOR ARCHED HEADER (from T-4" to 8') 0
(SEE PLANS FOR WIDTH)
107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER
CONTROLS POSITIONED BELOW NICHE N
108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW ch
109 - 36" HIGH HANDRAIL U-
110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID COREtds
-OR- 20 MIN FIRE RATED w
111 - ATTIC ACCESS - SIZE AS NOTED
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112 - INTERIOR FLAT HEADER at 8-8"' U.N.O. Z
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120 - RECESSED TILE SHOWER - SIZE AS NOTED Y 9000 REGENCY SQUARE BLVD.
121 - TILE SHOWER WITH CURB - SIZE AS NOTED (.0
122 - VIKRELL BASE SHOWER - SIZE AS NOTED Q SUITE 100, JACKSONVILLE, FL 32211
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123 - TUB R.O. 5'-0 W O
124 - GARDEN TUB - SIZE AS NOTED o
125 - TEMPERED GLASS SHOWER ENCLOSURE LUcn
126 - TEMPERED GLASS SHOWER ENCLOSURE w
ON 42" H 1/2 WALL w/SLP TOP F-
127 - SHOWER SEAT AT 18"x18"x20" RHOMO
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129 - LAUNDRY SINK Aa 1 r
130 - SINK -i
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140 - OVERHEAD CABINET �
141 - REFRIGERATOR - OPTIONAL
142 - DISHWASHEREd-
143 - RANGE WITH MICRO HOOD
144 - COOKTOP (0 si
145 - DOUBLE OVEN U
146 - WASHER - OPTIONAL Z
147 - DRYER - OPTIONAL w
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161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY
162 - LOUVERED DOOR
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6"
6"
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ROOF VENTILATION
Area
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LOW
VENT
#
VENT
RATIO
PROP
HIGH
ILINEALF1
PROP
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(TYP)
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1/8" = 1'-0" WHEN PRINTED ON 22"x34"
RIG M 11"A MO N
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
12
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g. 4,
-- -- - -
1 st LEVEL FIFE -_ ' = _ 1 St LEVEL FIFE
- 220
RFAR19"A"11ON
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
(SEE SHEET A000 FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
204 - MILLENNIUM ROOF VENT
220- FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT
221 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 1I2" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A0W 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
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - 7(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.O.
262 - 1 "x 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.
c OF LIGHT TO BE 6 4Y' A-F.F. U.N.O.
BUILDING HEIGHT (AFF) HEIGHTUABV GRADES _ _ _ _ _ _ _ _ ._ _ _ _ .. -._ . BUILDING HEIGHT (AFF)
17' 11 7%8" 18' - 7 7/88" 17' 11 7%8"
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WRITTEN SPECS
VARIES (RE:
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CONCRETE TILE ROOFING ---------------
- .
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-
INSTALLED PER MFR SPECS OVER
VARIES (RE'
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OF PLAN)
TRUSSES (RE: STRUCTURAL)
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1st LEVEL TOB VARIES
1 x2 DRIP EDGE OVER
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(RE: ELEV)
2x6 FASCIA W/ ALUMINUM WRAP
PER CODE
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
ACCESSORIES PER MFR
WRITTEN SPECIFICATIONS
% 2
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INSULATION BAFFLE BETWEEN
TRUSSES INSTALLED PER MFR
WRITTEN SPECS
FIBERGLASS SHINGLE 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
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NOTE: INSTALL ALL VINYL CV
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STUCCO PARGE COAT
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FBCR TABLE R702.3.5
POURED BOND BEAM
(RE: STRUCTURAL)
PRE CAST LINTEL
(RE: STRUCTURAL)
NOTE- RE: FLOOR PLAN (SH
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RE- WINDOW MFR SPECS FOR
CODE COMPLIANCE AND
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TYP ONE-STORY WALL SECTION
SCALE: 1" = V-0"
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- - --- -- - ELEVATION)
VARIES (RE: \,
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WRB LAYER #2, FORTIFIBER BUILDING
PAPER
WRB LAYER #1, STUCCO WRAP
LAP LAYERS OF BUILDING WRAP
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ELECTRICAL RECEPTACLE
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STEP #4
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METAL LATH
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2x SUB -BAND W/1/2"X? NOTH @
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48' BACKER ROD W/ SEALANT
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` CMU WALL W/
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-
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-"-
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48' BACKER ROD W/ SEALANT
INTERIOR
EXTERIOR
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6" SELF -ADHERING
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WEATHER RESISTIVE
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6" SELF -ADHERING
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SEALANT at
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STUCCO CASING BEAD �-
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SELF ADHESIVE -OR- FLUID
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PRECAST CONCRETE SILL
48" BACKER ROD W/ SEALANT
VINYL FLANGE CASING BEAD
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WRITTEN SPECS (TYP)
FURRING STRIPS
CMU STEMWALL W/
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INTERIOR
EXTERIOR
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SCALE: 1 �2" = 1'-0"
ELECTRIC METER
FIELD VERIFY
LOCATION ---
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STUCCO SCRATCH COAT
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ELECTRICAL CONDUIT PENETRATION
WOOD CONST BEYOND
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WEATHER RESISTIVE
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WEATHER RESISTIVE
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5/16" X 7 1/4" LAP
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METER CAN OR METER
CAN COMBO OR METER
CAN AND DISCONNECT
SCALE.- N.T.S.
—
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SIDING OVER APPROVED
HOUSEWRAP INSTALLED PER
INISH COATING OVER PRIMED
MFR WRITTEN SPECIFICATIONS
HREE COAT STUCCO FINISH
EXTEND HOUSEWRAP
8" NOM) OVER GALV MTL LATH
OVER NAILING FLANGE
VER 15# FELT OVER APPROVED
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DESIGN CRITERIA AND LOADS
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTFS 14
TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2 3 4
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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 .................................................
Cd 1.60
ASCE 7-10, 3S GUST........................................139
MPH
BASIC WIND SPEED
EXPOSURE CATEGORY .................................. OS
C
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
M FLOOR TRUSS SPACING... ...........
MAXIMUM
1 6" O.C.
DEFLECTION CRITERIA
LL / 240
ROOF TRUSSES ..............................................
TL / 180
TL MAX V UP TO 40' SPAN
LL / 480
TL / 360
OPEN WEB FLOOR TRUSSES .......................
LL/480
TL/240
WOOD I JOISTS ...............................................
TL MAX 1/2"
LL / 360
BEAMS' ..............................................
TL / 240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED %" 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 1ST 4.0' PER FIGURE R301.2 (7)
4.0 F
1 STFW O R (TYP)1�7END ZONE
DESIGNATION
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15 (�6„
MIN /32' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR 24/16
ADHERED STONE
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c�
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FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
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ALL OTHER VENEER
MIN %6 " 24/16 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, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
TILE ROOF
MIN 15/32' 32/16.SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
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SHINGLE AND METAL ROOF
MIN %e' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 `"
(NOTE 9)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12"
O.C. IN THE FIELD.
FLOOR DECK SHEATHING:
23/2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
(NOTE 5)
FIELD.
MIN %" 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 Y2" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 11/4" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
NOTES:
1. FOR SHEATHING THICKNESS GREATER THAN 1/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
SHANK NAILS. (0.148" x 3" LONG).
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 APPROVEDAPA.MANF. SPECIFICATIONS.
5. 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.
s
6. 1/32 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PA
NEL 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
STRUCTURAL REQUIREMENTS ARE �416" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS .
7. 15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
15
D TO SUPPORT TILE ROOF.
RATED OSB ORE UAL MAY BE USE SU
REQUIREMENTS ALLOW APA RA 0 Q
AND INSTALLATIONEQU
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8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
9. 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
NOTES 1 2 3 4
DIAMETER
LENGT�
8d COMMON
0.131"
2-1/2'
8d RINGSHANK
0.113"
2 %"
10d x 1-%"
0.148"
1-Y2
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-1/4"
16d SINKER
0.148"
3-%"
16d COMMON
0.162"
3-'/2"
NOTES:
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
BEFORE APPLICATION OF PROTECTIVE COATING.
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.
TABLE 5: FASTENERS IN
PRESSURE TREATED LUMBER
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. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
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'/z' 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 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 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 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 WITH THE TRUSS SHOP DRAWINGS,
4. 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.
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.
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
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8 X 1 /: SDS SCREWS
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DTT2Z
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IN STUD /�' 0 X 4 /2"
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
'/2 0 x 4'/2' EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END
(18) 0.162' x 2 /2" IN
(18) 0.162" x 2 /2" IN
HTT4
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MTS12
(7) 10d x 1 '/2'
MTW12
(7) 10d x 1 Y2"
(NOTE 2)
48' 0 x 6" EMBED ANCHOR
18" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(26) 0.162" x 2 Y2" IN
(26) 0.162" x 2 'Y2" IN
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
§8' 0 x 6" EMBED ANCHOR
18' 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)%" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
IN STUD GROUP
PHD8
GROUP 7t8" 0 x 12" EMBED
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
7/8" 0 x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END
ANCHOR IN CONCRETE
(7) 10d x 1 Y2" IN TRUSS
(7) 10d x 1 Y2" IN TRUSS
(7) 10d COMMON IN
(7) 10d COMMON IN
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) W x 2 Y4" TITEN
(5) ''Y4" x 2 '/4" TAPCON IN
SCREWS IN MASONRY
MASONRY
(8) 10d x 1 '/z' IN TRUSS
(9) 10d x 1 W IN TRUSS
(11) 10d x 1 1/2' IN
(11) 10d x 1 ''/2" IN
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(11) 10d x 1 1/2" IN
(11) 10d x 1 1/2" IN
STUD
STUD
12 2
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8 10dx1/z„ IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
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(NOTE 6)
�8' 0 x 7" EMBED EPDXY
48' 0 x 7" EMBED EPDXY
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(12) 10d x 1 /:„ IN
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(4 ) /d'
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OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS
12 16d COMMON NAILS
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RT7/
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(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
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(5) 8d x 1 Y2" IN
RT7AT
(5) 8d x 1 1/2" IN
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
TOP PLATE
HU48,
(14) 16d COMMON IN
HD48,
(14) 16d COMMON IN
(5) 10d x 1 Y2" IN
(5) 10d x 1 Y2" IN
HUC48,
HEADER
HD481F,
HEADER
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TRUSS
RT8A
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HU28-2,
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2,
HD28-21F
(6) 10d COMMON IN BEAM
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(5) 10d x 1 /2" IN
TOP PLATE
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(5) 10d x 1 /2" IN
TOP PLATE
(16) 10d COMMON TO
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
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HEADER
HD4101F,
HEADER
LGT2
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LUGT2
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HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
(7) x 2 W TITEN
(5)'0" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
OR EQUIVALENT
(22) 16d COMMON IN
(22) 16d COMMON IN
(26) 16d SINKER
(28) 16d SINKER IN WALL
HUC212-2
HEADER
HD212-21F
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LGT3
WALL FRAMING
LUGT3
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10 10d COMMON IN BEAM
(12) SDS '/," x 2 Y2"
(1
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+
x 1 /2" SDS SCREW
(4) 'Ya" x 1 Yi' WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)/, x 3" SDSCREWS
HGA10
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() /:' x 3" WS3 SCREWS
qS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS W x 1 %" SCREWS
(4) W x 1'/z" WS15 SCREWS
HGAM10KTA
IN TRUSS/RAFTER
HGAM10KT
IN TRUSS/ RAFTER
(4) /4 x 1 /, WEDGE BOLT
(4) W x 23/," TITEN SCREWS
OR EQUIVALENT IN
IN MASONRY
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.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2 '/z' 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 W 0 x 1 -1/4" 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.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING.
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
LEGEND
OR
UNO
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WSP
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ENGINEER OF RECORD
EACH WAY
ORIENTED STRAND BOARD
WOOD STRUCTURAL PANEL
SOUTHERN YELLOW PINE
SPRUCE -PINE -FUR
CONTINUOUS
ON CENTER
1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO.
(3'/z" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/," BEAM)
2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE
2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/z' WIDE, LINO.
PROPERLY RATED OPEN WEB HEADER
INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS
INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
BOTTOM PLATE ANCHORAGE IS %' ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR
SW SPECIFICATIONS)
STRUCTURAL WOOD BEAM
STUD COLUMN KEYNOTE
NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS.
NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS
TO MATCH WALL FRAMING SIZE AND GRADE, UNO.
ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN
BOTTOM OF STUD COLUMN CONNECTION
1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN
2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL
COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM.
"ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN
NUMBER OF SDWO15450 CONNECTING STUDS TO BOTTOM PLATE
HEADER STRAPPING KEYNOTE
NUMBER. OF STRAPS CONNECTING HEADER TO JACK STUD
TYPE OF STRAP CONNECTING HEADER TO JACK STUD
KING/JACK GROUP BOTTOM CONNECTION
1 ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP
2ND LEVEL. STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD
GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM.
NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP
NON -BEARING HEADER FRAMING KEYNOTE
NO HDR - # --- NUMBER OF KING STUDS EACH SIDE OF OPENING
---- ---- HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY
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2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET Uj
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DEPTH EXCEEDS 28".
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TRUSS FRAMING GENERAL NOTES
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REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR
TRUSS LABELS & DIMENSIONS
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OVERFRAMING NOTES
ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.
ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
COMMONS MIN.
• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT
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ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.
RAFTER SPAN SCHEDULE
O.C. LUMBER SIZE
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12" 15-5" 19'-11" 23'4" 26'4"
16" 13'4" IT-3" 20'-7" 22'-0"
24" 10'-11" 14'-1" 16-10" 19'-9"
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CEILING JOIST SPAN SCHEDULE
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TRUSS FRAMING KEY NOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET.
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO I RUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES
• FASTEN NO.2 SYP LEDGER TO FRAMING/TRUSS VERTICALS
AT EVERY SUPPORT WITH FASTENING SHOWN BELOW
(MAX 24" O.0 SPACING). OR
• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE
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ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST-1/S1 FOR FASTENER
PROTECTION AGAINST CORROSION
• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL
FRAMING WITH WOOD SCREWS, COMMON NAILS AT FLOOR
LEDGERS ARE FOR INTERIOR USE ONLY.
ROOF FRAMING LEDGER TO WOOD:
2x6...................................(4) 12d COMMON
2x8...................................(6) 12d COMMON
2x10.................................(8) 12d COMMON
2x12...............................(10) 12d COMMON
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LEDGER TO CMU (W/ 3" TAPCON OR TITEN):
PT 2x6.....(2) ROWS Y4" 0 @ 24" O.C. STAGGERED
PT 2x8.....(2) ROWS Y4" 0 @ 16" O.C. STAGGERED
PT 2x10.....(2) ROWS Y4" 0 @ 8" O.C. STAGGERED
PT 202 ....(2) ROWS %4' 0 @ 6" O.C. STAGGERED
FLOOR FRAMING LEDGER TO WOOD (W/ NAILS
2x6... ...... ... ...._..........(3) 16d COMMON
2x8....... .... ._ .. _...........(5) 16d COMMON
2x10 ... ..... ....................(7) 16d COMMON
2x12...............................(9) 16d COMMON
FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS):
PT 2x6...................................(3) Y:' x 4 M!" LONG #14 WOOD SCREWS
PT 2x8............. ................ .... (5)'/:' x 4-'/7' LONG #14 WOOD SCREWS
PT 200..................... ..........(7) 'W x 4-%" LONG #14 WOOD SCREWS
PT 2x12..............................(9) %" x 4 %" LONG #14 WOOD SCREWS
4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE
BRACING DETAIL IF PORCH SHEATHING DETAIL IS
PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7.
5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF
THE WALL - (2) HIWM20 ON SAME SIDE OF WALL IS NOT
PERMITI ED AT THIS LOCATION
6. - (1) 48" & (1) 24" BEARING BLOCK REQ'D
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STAGGERED
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WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
ON SHEET ST-1.
TRUSS OR RAFTER TO BOND
BEAM W/ META12 OR
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2x NO 2 SYP BLOCKING TO FIT TIGHT
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EACH END, BLOCKING MAY BE OMITTED
FOR HEEL HEIGHTS < 9"
3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS.
MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED
HEEL TRUSSES INSTALLED WITH LONG
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BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C
TRUSS TO TOP PLATE MOISTURE BARRIER ---I OTHERS DESIGN PRESSURES ON SHEET ST
W/ H2.5T OR RT7AT, BETWEEN MASONRY AND
OR SDWC15600 NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED
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VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, \� POURED CELL
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ATTACH TRUSS TO BOND BEAM W/ FROM BEAM Ti
HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. ( HTSM20 OR HTWM20)
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W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS
BLOCKING NOT SHOWN FOR CLARITY AT CORNERS
MAX 32" O.C. I _
• EVERY KING STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600 -
CORNERS
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
2x- NO. SPF OR BETTER @ MAX 16" O.C.
'/2' THREADED ROD ANCHOR W/ MIN 4"
EMBED W/ NUT & WASHER IN SIMPSON
ACRYLIC -TIE OR EQUIVALENT
ADHESIVE @ MAX 48" O.C.
OR
'/2' WEDGE BOLT W/ MIN 4'/2" EMBED W/
WASHER @ MAX 48" O.C.
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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
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EXTERIOR WALL
TYPICAL WALL SECTION AT FOUNDATION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
8" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
PER STRUCTURAL PLAN,
SHEET ST-3
OR ST-2A (IF APPLICABLE)
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)
WALL SECTION AT ROOF ( RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
GENERAL NOTES APPLICABLE TO ALL:
ALTERNATE WALL SECTIONS & TYPICAL DETAILS
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.
DIST FROM DOOR JAMB
MIN. SCREW
DIST. FROM DOOR JAMB
MIN. SCREW
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LENGTH
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LENGTH
OR 14'
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5"
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3%4,
37 6'
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3 3/4"
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TITEN OR TAPCONS SCREWS SEE TABLE
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• (2) ROWS %" DIA. @ 30" O.C. STAGGERED
• (2) ROWS Y/r' DIA. @ 24" O.C. STAGGERED
/F'-i
DOORJAMB OR WINDOW ATTACH TO
lx-PERMANUFACTURER'S DETAILS
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DISTANCE FROM BLOCK TO DOOR
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`\ PLUMB JAMB. DO NOT EXCEED 'W)
`-- 1x_ PT NAILER,
---- BUILT UP 2x ATTACHED TO MASONRY, (1) PLY
1 x- OR �6 OSB MATERIAL MAY ATTACH TO WALL
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DRYWALL
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TYPICAL DOOR/WINDOW JAMB TO BLOCK
(TYPICAL FOR ALL MASONRY OPENINGS, UNO)
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SUITE 100, JACKSONVILLE, FL 32211
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No. Description Date
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ST=5
CMUIMETAL CONNECTOR ENGINEERING
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MOISTURE BARRIER
BY OTHERS
#5 CONT.
(1) #5 BAR AT CORNER
W/ MIN. 25" LAP
#5 CONT.
UPLIFT CONNECTION PE
TYPICAL WALL SECTION
TYPICAL PORCH
CEILING BOARD PER
PLAN. SEE TABLE 2;
SHEET ST-1 (PORCH --- --
CEILING BOARD)
TYPICAL PORCH SHEATHING DETAIL
AT MASONRY EXTERIOR WALL
(THIS DETAIL IS REQUIRED AT ALL COVERED
PORCHES UNLESS NOTED OTHERWISE)
PRE -CAST LINTEL
PER PLAN
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----FILL BOTH LINTELS SOLID
W/ CONTINUOUS POUR
PRE -CAST LINTEL PER PLAN �— MITER -CUT LINTELS AT CORNER,
CORNER TO BE TEMPORARILY
SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING
BETWEEN TRUSS TOP CHORDS W/
(3) 10d COMMQNS EACH END
FASTEN 2x6 NO.2 SYP—
DIAGONAL BRACE TO
BLOCKING w/ (6)
10d COMMONS
2x6 NO.2 SYP DIAGONAL BRACE7
SEE PLAN
• UP TO 8FT SINGLE 2x6 ONLY
• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE
FASTEN 2x6 NO.2 SYP
"T-BRACE" TO DIAGONAL BRACE
W/ 10d COMMONS @ 3" O.C.
BLOCK PANEL EDGES
WITHIN 4'-0" OF GABLE
TRUSS (EDGEWISE
OR FLATWISE)
ROOF
FASTEN ROOF DECK TO
FRAMING @ 3" O.C. ON EDGE,
6" O.C. IN FIELD WITH 8d
RINGSHANKS I
PROVIDE PANEL
EDGE BLOCKING FOR
NON -DROPPED GABLE
8'-0" OR AS SHOWN ON PLAN
FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR
FROM DIAGONAL BRACE TO CMU
MOISTURE BARRIER BETWEEN MASONRY AND NON -PT LUMBER BY OTHERS
GABLE ANGLE BRACING DETAIL
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.
ROOF DECK
ROOF TRUSS
OR RAFTER
SUB FASCIA
MOISTURE BARRIER
BY OTHERS
MASONRY LINTEL
PER PLAN
�*-2x4 SYP OUTRIGGER @ 24" O.C.
L CLIP TO GABLE TOP CHORD WITH
(1) H2.5T w/ (10) 8d x 1 %"
2x4 NO.2 SYP BLOCKING BETWEEN
OUTLOOKERS. FASTEN EACH
BLOCK TO ROOF DECK WITH 8d
COMMON @ 3" O.C.
/ HGAM 10
GABLE TRUSS
WALL SHEATHING PER PLAN
L OR T BRACE VERTICAL
REINFORCEMENT PER
TRUSS ENGINEERING
MOISTURE BARRIER SHALL BE
PROVIDED BETWEEN MASONRY
AND ALL UNTREATED LUMBER
-- GABLE TRUSS TO BOND BEAM W/
META20 @ 48" O.C. W/ MIN (7) 10d x 1 11V
(NOTE: IF META20 IS IMPROPERLY
INSTALLED, ATTACH TRUSS TO BOND
BEAM W/ HTSM20 OR MSTAM36)
ABOVE
F. F.
F.F.E.
TOP OF
GARAGE DOOR
6'-1" ABOVE
F.F.E.
4'-9" ABOVE
F.F.E.
ABOVE
F.F.E.F.F.
tj
2x6x12 PT
CENTER BUCK
" DIA. ANCHOR --
2x4 PT TOP BUCK
4.OF OPENING
2x6 PT BUCK EACH SIDE OF OPENING
PROVIDE (5) 48' DIA. J-BOLT OR LARGE
DIAMETER SCREW ANCHOR w/ 5 Yi'
EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 Y2' x 4,s"
0'-91'ABOVE _ THICK WASHER w/ EACH ANCHOR.
F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.)
TOP OF _
CURB
F.F.E.
OIL
GARAGE DOOR JAMB DETAIL
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— VERTICAL BARS TO EXTEND TO
TOP OF WALL AS SHOWN. MIN
6" BEND INTO BOND BEAM
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PRECAST LINTEL SEE
PLAN
EXTEND REINFORCING TO
END OF PIER W/ 6" BEND TO
LAP WALL REINFORCING AS
SHOWN.
MIN (2) SOLID FILLED &
REINFORCED CELLS W/ NO.5
VERT. BAR ADJACENT TO
GARAGE DOOR OPENINGS.
NO.5 VERT. BAR IN FILLED
CELL AT EACH END OF PIER
NO. 5 DOWEL TO MATCH EACH
SOLID FILLED & REINFORCED
CELL EXTENDING FROM FOOTING
TO LAP WALL REINFORCING
W/ MIN 25" LAP UNLESS NOTED
OTHERWISE ON DOWEL & LINTEL
PLACEMENT PLAN. MIN 6" BEND
AT BOTTOM,
CONCRETE
FOUNDATION WORK
PER PLAN
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GARAGE SHEAR PIER
TRUSSES NEEDING BRACING
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LATERAL BRACING - MULTIPLE TRUSSES a suITEloo,JACFCsoWv�LLE,FL32211 cn
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1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO).
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2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY
CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS.
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3. BRACING L UMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4. ALL FASTENERS SHOWN ARE. 131" x 3" LONG (UNO).
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01HOOON'
5. DESIGNED PER BCSI-B3, 2007.
L" MAX
=6" MAX
T" MAX
L" MAX
16" MAX
i6" MAX
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BOND BEAM
REINFORCEMENT
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(SEE WALL SECTION)
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FILL SOLID TO BOND BEAM
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DEPTH OF LINTEL
ASSEMBLY "d"
GROUT FILLED LINTEL ASSEMBLY
8" PRECAST LINTEL. SEE PLAN.
BOND BEAM
REINFORCEMENT
(SEE WALL SECTION)
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COURSING BELOW BOND
_= BEAM MAY BE FILLED OR
( UNFILLED
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LINTEL MAY BE FILLED
OR UNFILLED
8" PRECAST LINTEL. SEE PLAN.
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CONTINUOUS LATERAL RESTRAINT WEB
BRACE SUBSTITUTE Q
r WEB MEMBER SPECIFIED ALTERNATE BRACING I �
---- SIZE _. Il.. _. CLR LT OR L _ SCAB CA
2x4 1 ROW r 2x4 (1)2x4 .
2x4 2 ROWS 2x6 (2)2x4` U '
T-BRACE FASTENED TO---- - - --- - - t Z
WEB W/ 10d AT 6" O.C. i 2x6 1 ROW 2x4 (1)2x6 W
2x8 1 ROW 2x6 2x6 2ROWS 2x6(2)2x4` w
------ - - -r-
- (1)2x8
�2x8 _- I� .2 ROWS 2x6 (2)2x6" � O
L-BRACE FASTENED TO CD
WEB W/ 10d AT 6" O.C. O
SINGLE TRUSS BRACING
1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO
SCAB BRACE FASTENED TO RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN '�
WEB W/ 10d AT 6" O.C. ALTERNATIVE WEB BRACING METHOD IS DESIRED. O V J
"IF (2) BRACES ARE 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING, OR Z w
REQUIRED, APPLY (1) BRACE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. U)
TO EACH FACE OF WEB 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES, AND W
GRADE AS WEB TO BE BRACED.
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GROUT FILLED LINTEL ASSEMBLY PROJECT NO: W
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TYPICAL PRE -CAST LINTEL OPTIONS Q No. Description Date I--
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