HomeMy WebLinkAbout8126 Wheat Stone DrDR HORTON
A4CB CLIFTON
Abbott Park,
ELECTRICAL
SHEET NO. ISHEET NAME
E100 11st LEVEL ELECTRICAL PLAN
ELEVATION BS
LOT 003=02mA
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 - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014
FL BUILDING CODE MECHANICAL: 20i' FL FIRE PREVENTION CODE: 2017
FL BUILDING CODE - ENERGY CONSERVATION: 2017
OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB
WIND ZONE SEE ST-1
SPRINKLED: NO
ZONING CODE:
PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656.
ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35'
AREAS
VOLUME
[CONDITIONED
-__
AREA---_________
1 st Floor 16945 CF
1 St Floor
181SF i
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Grand total 16945 CF
L6
LUNCONDITiONED
1816 SF
—
AREA
Garage_ _
_ .455 SF _
'Entry
30 SF -. - -
ALL WORK SHA' - C,,,%,p "t''/�T� PREVAILING
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165 SF
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CODESIti�Ftl�'ai,���
650 SF !
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ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
SERVICE SAME AS
UNDERGROUND 150 OR 200
AMP SERVICE
METER MAIN
DISC.
150 OR
200 AMP
N.T.S.
Footer
Re -Bar (sized
according to
foundation plan)
#4 awg CU bare w/ 10' stubbed
outside of slab at service
location. Connect to Tooter steel
w/ (2) ground clamps 5' apart
LIFER 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
GENERAL ELECTRICAL NOTES
ALL ELECTRICAL DESIGN AND WORK SHALL BE /N STRICT
COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
j BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AFCI PROTECTION
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• CARBON MONOXIDE PROTECTION PER FLORIDA
j STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
• ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
I
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
GFCI-PROTECTED
I
• 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
• NLK NLU SLU I IUN 4Ub.11 IN UVVLLLINb UNI I J, HLL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
j • PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: 1 • PER NEC SECTION R314.3 AND R315.1 SMOKE
_ A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH
B) BONDED TO CONTINUOUS FOOTING STEEL ! SLEEPING AREA
INTERSYSTEM BONDING TERMINATION PER NEC 250.94 • ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
UNDGND
SERV. BY
POWER CO.
I— #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
NOTE:
ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
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
i
• 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
I
• 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
j 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.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 12 = 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 3'-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
I�
• SIDE AND REAR ELEVATIONS BANDING AROUND
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•
PER FBC R302.5 NO OPENINGS FROM A PRIVATE
WINDOWS AND DOORS MAY BE OPTIONAL PER
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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
CONSTRUCTION MANAGER. SEE STRUCTURAL
'
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
SHEETS FOR SHEATHING REQUIREMENTS
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
• FLASHING SHALL BE INSTALLED AT WALL AND
OPENINGS INTO THE GARAGE
ROOF INTERSECTIONS, DECK AND WALL
INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN
PER FBC TABLE R-302.6 GARAGE SHALL BE
ROOF SLOPE OR DIRECTION, AND AROUND ROOF
SEPARATED FROM RESIDENCE AND ITS ATTIC W/
OPENINGS
MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE
• WINDOW PAN FLASHING SHALL BE IN
WITH TABLE R702.3.5, HABITABLE ROOMS SHALL BE
ACCORDANCE WITH FBC R703.8
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
"X" GYP BOARD, WHERE THE SEPARATION IS A
• WALL HEIGHTS VERIFY ALL BEARING WALL
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
HEIGHTS WITH FINAL TRUSS LAYOUTS
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W/ MIN 1/2" GYP BOARD
• LATH PER FBC R703.7.1, LATH AND LATH
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
! i
AND BELOW THE CONCEALED SPACE OF A
NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR
FLOUR/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 MIA), 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
1
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
1
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
I
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).
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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
PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET
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•
GAGE), CORROSION -RESISTANT WEEP SCREED OR
1
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OR FENCES CONTAINING OR FACING HOT TUBS,
PLASTIC WEEP SCREED, WITH A MINIMUM
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SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
VERTICAL ATTACHMENT FLANGE OF 3-i/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
!
j
WALKING SURFACE, SHALL BE CONSIDERED A
(51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
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HAZARDOUS LOCATION. G.C. TO VERIFY IF
TYPE THAT WILL ALLOW TRAPPED 'A'ATER 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
j •
PER FBC R312.2, PROVIDE WINDOW FALL
• WATER -RESISTIVE BARRIERS PER R703.7.3,
1PROTECTION
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
j
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
•
ALL FINISH DETAILS & TYPICAL PLAN NOTES
j
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
•
REFER TO STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
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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 7'-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
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 Y4'
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
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ROOFPIAN
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
ROOF VENTILATION _
VENT VENT PROP LINEAL PROP
PROP
Area ! HIGH LOW # RATIO HIGH FT LOW
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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 W/STUCCO PARGE COAT
221 -
CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 1/2" THICK TEXTURED PER
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SEE GENERAL NOTES A000 FOR SPECIFICATIONS
11 1 St LEVEL BRG (TOB)�
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CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
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SEE GENERAL NOTES A000 FOR SPECIFICATIONS
_ 1st LEVEL FFE
22 -
3
FIBER P
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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 -
2"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.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
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TRUSSES (RE: STRUCTURAL)
ALUMINUM DRIP OVER -
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VENTED SOFFIT INSTALLED
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NOTE- INSTALL PORTLAND
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NOTE: INSTALL ALL VINYL CV
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NOTE: RE: FLOOR PLAN (SH
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1x TREATED FURRING TYP at
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WRB LAYER #1, STUCCO WRAP
LAP LAYERS OF BUILDING WRAP
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VENT PENETRATION ELECTRICAL RECEPTACLE
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WALL INLET TO AVOID CONTACT
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STEP #4
STEP #6
SELF -
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ELASTOMERIC
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STUCCO/ C.V.
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METAL LATH
SCALE: N.T.S.
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48" BACKER ROD W1 SEALANT
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-ADHERING 6" SELF
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WEATHER RESISTIVE
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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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PT 1x4
PT 2x4 FRAME ANCHOR
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INTERIOR
WD SHE,
(RE: STR
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LOT 003-02-A
PROJECT NO:
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DESIGN CRITERIA AND LOADS
Building Code
Florida Building and Residential Codes ,
6ch 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..................................0
BUILDING CATEGORY.....................................11
ENCLOSURE CLASSIFICATION ......................
ENCLOSED
INTERNAL PRESSURE COEFF.......................
0.18
C&C DESIGN PRESSURES..............................(SEE
TABLE 1)
FLOOR LOADING..............................................Cd
= 1.00
TOP CHORD LIVE LOAD ..................................
40 PSF
TOP CHORD DEAD LOAD................................10
PSF
BOTTOM CHORD LIVE LOAD ..........................
0 PSF
BOTTOM CHORD DEAD LOAD........................5
PSF
SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00
TOP CHORD LIVE LOAD ..................................
60 PSF
TOP CHORD DEAD LOAD................................10
PSF
BOTTOM CHORD LIVE LOAD ...........................0
PSF
BOTTOM CHORD DEAD LOAD........................5
PSF
MAXIMUM FLOOR TRUSS SPACING...............16"
O.C.
DEFLECTION CRITERIA
LL / 240
ROOF TRUSSES ..............................................
TL / 180
TL MAX 1" UP TO 40' SPAN
LL / 480
TL / 360
OPEN WEB FLOOR TRUSSES .......................
LL/480
TL/240
WOOD I JOISTS ...............................................
TL MAX Y2"
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)
i
r L
L_
1 ST FW O R 4.0 F
(TYP)
END ZONE
DESIGNATION
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
AIf1TFC Q A
w 0
STUCCO AND DIRECTLY
MIN'5/Z" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16
Of =
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
^
�_ I- 04
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
wM�
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ALL OTHER VENEER
MIN %8 " 24116 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
(NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
3
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
x c9
wz
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
= w
8" O.C. IN THE FIELD
O w z
SHINGLE AND METAL ROOF
MIN 7/16" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 c=n `"
(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:
2Y32" 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 %" 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 15/%2" 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 APPROVED APA.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.
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
STRUCTURAL REQUIREMENTS ARE 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
AND INSTALLATION REQUIREMENTS ALLOW, 15/2" 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. 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
LENGTH
8d COMMON
0.131"
2-1/2'
8d RINGSHANK
0.113"
2-%"
10d x 1-Y2"
0.148"
1-Y2"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-Y4'
16d SINKER
0.148"
3-1/4"
16d COMMON
0.162"
1 3-1/2'
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
r 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.
TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2, 3, 4
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
USP
USP FASTENERS
SIMPSON
SIMPSON
FASTENERS
USP
USP FASTENERS
(8)'/. X 1 '/2" SDS SCREWS
(8)%" x I %" WS15-GC
DTT2Z
IN STUD'/2" 0 X 4 %"
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
+/2 0 x 4%" EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END
(18)0.162"x2 Y2" IN
(18)0.162"x2'/2"IN
HTT4
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MTS12
+
(7) x 1 /2'
MTW12
+
(7) 10d x 1 /2'
(NOTE 2)
48 0 x 6" EMBED ANCHOR
a 0 x 6" EMBED ANCHOR
EACH
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)
48" 0 x 6" EMBED ANCHOR
48" 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 7 " 0 x 12" EMBED
8
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 COMMON IN
(7) 10d COMMON IN
(7) 10d x 1 /2„ IN TRUSS
(7) 10d x 1 %" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
R%
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) x 2 TITEN
(5) '/." x 2 W TAMING IN
SCREWS IN MASONRY
(11) 10d x 1 '/2' IN
MASONRY
(11) 10d x 1 ''/2" IN
(8) 10d x 1 %" IN TRUSS
(9) 10d x 1 Y2' IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(11) 10d x 1 '/2' IN
(11) 10d x 1 Y2" IN
STUD
(12) 10d x 1 %" IN
STUD
(8) 10d x 11/2' IN
ABU44
(12) 16d COMMON NAILS
pAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAFTER
(NOTE 6)
48" 0 x 7" EMBED EPDXY
§8' 0 x 7" EMBED EPDXY
(12) 10d x 1 %" IN
(4) 'W x 3" WEDGE BOLT
STUD
(5) 8d x 1 Y2" IN
OR EQUIVALENT IN STUD
(5) 8d x 1 Yz" IN
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
18' 0 x 7" EMBED EPDXY
PAU66
§8" 0 x 7" EMBED EPDXY
H2.5T/
TRUSS
RT7/
TRUSS
(NOTE 6)
(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
HA8
(5) 8d x 11/2" IN
RT7AT
(5) 8d x 1 Y2" IN
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
(5) 10d x 1'/2" IN
TOP PLATE
(5) 10d x 1'/2" IN
HU48,
(14) 16d COMMON IN
HD48,
(14) 16d COMMON IN
HUC48,
HEADER
HD481F,
HEADER
H8
TRUSS
RT8A
TRUSS
HU28-2,
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2,
HD28-21F
(6) 10d COMMON IN BEAM
(5) 10d x 1 Y2" IN
TOP PLATE
(5) 10d x 1 Y2' IN
TOP PLATE
(16) 10d COMMON TO
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
LGT2
(7) Y4' x 2%" TITEN
LUGT2
(5)'0" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
(26) 16d SINKER
OR EQUIVALENT
(28) 16d SINKER IN WALL
HUC212-2
(22) 16d COMMON IN
HEADER
HD212-21F
(22) 16d COMMON IN
HEADER
10 10d COMMON IN BEAM
00 10d COMMON IN BEAM
LGT3
IN WALL FRAMING
(12) SDS %" x 2 W
LUGT3
FRAMING
(12) WS25 '/4' x 2 '/2"
+ +
(4)%" x 1 /2" SDS SCREW
4 '/;' x 1'/z" WS15 SCREWS
()
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)%" x 3" SDS SCREWS
HGA10
(4) %" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS %" x 1 Y2" SCREWS
(4) %" x 1%" WS15 SCREWS
HGAM10KT
IN TRUSS/RAFTER
HGAM10KT
Y. TRUSS/ RAFTER
(4) /. x 1 /. WEDGE BOLT
(4) %" x 2%" TITEN SCREWS
IN MASONRY
OR EQUIVALENT IN
MASONRY
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES
3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2 '/2" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
''/4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF W 0 x 1 %" 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.
0
LEGEND
"
OR
"OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
0
ALTERNATIVE FOR THE APPLICATION SHOWN
0
UNO
UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
CN
FOR
ENGINEER OF RECORD
EW
EACH WAY
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N
OSB
ORIENTED STRAND BOARD
OO
WSP
WOOD STRUCTURAL PANEL
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SOUTHERN YELLOW PINE
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SPF
SPRUCE -PINE -FUR
CONT
CONTINUOUS
O.C.
ON CENTER
LSL
1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4' WIDE, UNO.
N
N
(3'/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4" BEAM)
M
LVL
2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/" WIDE
PSL
2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 Y2" WIDE, UNO.
SYS 42
PROPERLY RATED OPEN WEB HEADER
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INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
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INTERIOR BEARING WALL- WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
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STRUCTURAL WOOD BEAM
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STUD COLUMN KEYNOTE
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-
NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS.
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- NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE
HEADER STRAPPING KEYNOTE
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1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP
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2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD
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GROUP TO 1 ST LEVEL STUDS/HEADER/BEAM.
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NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP
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NON -BEARING HEADER FRAMING KEYNOTE
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NO HDR - # NUMBER OF KING STUDS EACH SIDE OF OPENING
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(2) 2xl0 - 1 i 2 NUMBER OF KING STUDS EACH SIDE OF OPENING
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NUMBER OF JACK STUDS EACH SIDE OF OPENING
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NUMBER OF PLIES IN HEADER
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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.
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STAGGERED.
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• DSP w! (14) 10d x 1- z" @ 16" O.C. OR
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1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS.
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H
A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER).
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2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY Q
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3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
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UPPER LEVEL MULTI -PLY STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR
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THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN. LINO.
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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
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2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
(VTEMWALL CURB SECTION
SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
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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
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CONCRETE SLAB W/ 6x6
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• EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL
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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
LEDGER TO CMU (W/ 3" TAPCON OR TITEN):
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PT 2x8.......(2) ROWS .%" 0 @ 16" O.C. STAGGERED
PT 2x10....(2) ROWS %" O @ 8" O.C. STAGGERED
PT 2x,12.....(2) ROWS 4' Q @ 6" O.C. STAGGERED
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2x10....... ...................._..(7) 16d COMMON
2x12................................(9) 16d COMMON
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PT 2x8._...............................(5) 1/4' x 4 %." LONG #14 WOOD SCREWS
PT 2x10.................................(7) Y4' x 4-'/2' LONG #14 WOOD SCREWS
PT 2x12................................(9) Yd' x 4-'Y2" LONG #14 WOOD SCREWS
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INTERIOR LOAD BEARING WALL
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3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS.
MIN tV12' 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.
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,
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FOR MISLOCATIO
FASTEN 2x6 NO.2
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FOR MISLOCATIO
INSTALL NEW MAC
STRAP TO INSIDE
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
8" CMU BOND BEAM
BOND BEAM REINFORCING
AT CORNERS
WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
GENERAL NOTES APPLICABLE TO ALL:
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.
2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN.
5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
T 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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