HomeMy WebLinkAbout38408 Springhead LnDocuSign Envelope ID: B7F25CE9-A3C0-4F48-925D-8CF79ADAA1C1
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STRUCTURAL
SHEET NO. I SHEET NAME
ST-1
STRUCTURAL_ SPECIFICATIONS
ST-2
FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
ST-3A
1st LEVEL ROOF FRAMING PLAN
ST-5
TYPICAL WALL SECTIONS
ST-6
SECTIONS AND DETAILS
ST-7
SECTIONS AND DETAILS
DR HORTON
A4DB DELRAY ELEVATION A
Abbott Park,
ELECTRICAL
SHEET NO. SHEET NAME
E100 1st LEVEL ELECTRICAL PLANT
LOT 026=03=1B
BUILDING CODE SUMMARY
THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES
FL BUILDING CODE - RESIDENTIAL: 2020 FL BUILDING CODE - FUEL GAS: 2020
FL BUILDING CODE - PLUMBING: 2020 NATIONAL ELECTRIC CODE: 2017
FL BUILDING CODE - MECHANICAL: 2020 FL FIRE PREVENTION CODE: 2020
FL BUILDING CODE - ENERGY CONSERVATION: 2020
OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: VB
WIND ZONE: SEE ST-1
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
CONDITIONED AREA
1 st Floor 2034 SF_ _
2034 SF
UNCONDITIONED AREA
Garage
459 SF
Entry
28 SF
Lanai
Grand total
218 SF
705 SF
12739 SF
vnl IIMPR
1st Floor 18982 CF
Grand total _ _—I 18982 CF
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC C00E,
AND THE CITY 37EPHYRHILLS
ORDiNaNOES
REVIEW DATE -
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DocuSign Envelope ID: B7F25CE9-A3CO-4F4B-925D-8CF79ADAA1C1
Footer
Re -Bar (sized
according to °
foundation plan) "
#4 awg CU bare w/ 10' stubbed a
outside of slab at service
location. Connect to Tooter steel
w/ (2) ground clamps 5' apart _
°
UFER GROUND DETAIL
N.T.S.
ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
SERVICE SAME AS 150 = #1 Copper or 2/ 0 Aluminum
UNDERGROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2"
AMP SERVICE Conduit.
A/C DISCONNECT
METER MAIN 4!
Disc. 150 OR #12 COPPER TO APPLIANCES AND GFI
--
200 AMP TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
UNDGND #8 COPPER TO RANGE
SERV. BY
N.T.S.
POWER CO. I �— #6 COPPER TO HVAC
#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
B) BONDED TO CONTINUOUS FOOTING STEEL
INTERSYSTEM BONDING TERMINATION PER NEC 250.94
NOTE:
ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
GENERAL ELECTRICAL NOTES
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
COMPLIANCE WITH THE 2017 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AFCI PROTECTION
• CARBON MONOXIDE PROTECTION PER FLORIDA
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
• ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
GFCI-PROTECTED
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
• PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
• PER NEC SECTION R314.3 AND R315.1 SMOKE
DETECTORS TO BE INSTALLED INSIDE EACH
SLEEPING AREA
• ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR
APPROVED EQUAL
• PROVIDE GAS DROPS AS PER COMMUNITY ONLY
• JUNCTION BOX AT WATER HEATER, RANGE AND/OR
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
PROVIDE APPROPRIATE RECEPTACLE PER
APPLIANCE
• ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
• PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT
LESS THAN 30" DEEP AND 30" WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY
APPLIANCE
ABBREVIATIONS LEGEND
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 R905.1.1
• 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
• FRONT ELEVATIONS BANDING, MOLDING,
COLUMNS AND TRIM SHALL RECEIVE A SAND
FINISH. SEE ELEVATION FOR DEPTH OR RAISED
BANDING
• SIDE AND REAR ELEVATIONS BANDING AROUND
WINDOWS AND DOORS MAY BE OPTIONAL PER
COMMUNITY SPECS - SEE COMMUNITY
SPECIFICATIONS OR CONSULT THE
CONSTRUCTION MANAGER. ALL BANDING SHALL
RECEIVE A SAND FINISH
• ROOF COVERING SEE COMMUNITY
SPECIFICATIONS OR CONSULT THE
CONSTRUCTION MANAGER. SEE STRUCTURAL
SHEETS FOR SHEATHING REQUIREMENTS
• FLASHING SHALL BE INSTALLED AT WALL AND
ROOF INTERSECTIONS, DECK AND WALL
INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN
ROOF SLOPE OR DIRECTION, AND AROUND ROOF
OPENINGS
• WINDOW PAN FLASHING SHALL BE IN
ACCORDANCE WITH FBC R703.4
• WALL HEIGHTS VERIFY ALL BEARING WALL
HEIGHTS WITH FINAL TRUSS LAYOUTS
• LATH PER FBC R703.7.1, LATH AND LATH
ATTACHMENTS SHALL BE OF
CORROSION -RESISTANT MATERIALS. EXPANDED
METAL OR WOVEN WIRE LATH SHALL BE
ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE
NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR
7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES,
SPACED NOT MORE THAN 6 INCHES (152 MM), OR
AS OTHERWISE APPROVED
• PLASTER PER R703.7.2, PLASTERING WITH
PORTLAND CEMENT PLASTER SHALL BE NOT LESS
THAN THREE COATS WHERE APPLIED OVER METAL
LATH OR WIRE LATH AND SHALL BE NOT LESS
THAN TWO COATS WHERE APPLIED OVER
MASONRY, CONCRETE, PRESSURE -PRESERVATIVE
TREATED WOOD OR DECAY -RESISTANT WOOD AS
SPECIFIED IN SECTION R317.1 OR GYPSUM
BACKING. IF THE PLASTER SURFACE IS
COMPLETELY COVERED BY VENEER OR OTHER
FACING MATERIAL OR IS COMPLETELY
CONCEALED, PLASTER APPLICATION NEED BE
ONLY TWO COATS, PROVIDED THE TOTAL
THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
ON WOOD -FRAME CONSTRUCTION WITH AN
ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
PLASTER SHALL BE APPLIED TO COVER, BUT NOT
EXTEND BELOW, LATH, PAPER AND SCREED. THE
PROPORTION OF AGGREGATE TO CEMENTITIOUS
MATERIALS SHALL BE AS SET FORTH IN TABLE
R702.1(3)
• WEEP SCREED PER R703.7.2.1 A MINIMUM
0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET
GAGE), CORROSION -RESISTANT WEEP SCREED OR
PLASTIC WEEP SCREED, WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES
(89 MM) SHALL BE PROVIDED AT OR BELOW THE
FOUNDATION PLATE LINE ON EXTERIOR STUD
WALLS IN ACCORDANCE WITH ASTM C926. THE
WEEP SCREED SHALL BE PLACED NOT LESS THAN
4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES
(51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
TYPE THAT WILL ALLOW TRAPPED WATER TO
DRAIN TO THE EXTERIOR OF THE BUILDING. THE
WEATHER -RESISTANT BARRIER SHALL LAP THE
ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT
FLANGE OF THE WEEP SCREED
• WATER -RESISTIVE BARRIERS PER R703.7.3,
WATER -RESISTIVE BARRIERS SHALL BE INSTALLED
AS REQUIRED IN SECTION R703.2 AND, WHERE
APPLIED OVER WOOD -BASED SHEATHING, SHALL
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
BARRIER WITH A PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS OF GRADE D PAPER.
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY SUCH THAT EACH LAYER
PROVIDES A SEPARATE CONTINUOUS PLANE AND
ANY FLASHING (INSTALLED IN ACCORDANCE WITH
SECTION R703.4) INTENDED TO DRAIN TO THE
WATER -RESISTIVE BARRIER IS DIRECTED
BETWEEN THE LAYERS
GENERAL NOTES
• ALL CONSTRUCTION SHALL MEET THE LATEST
EDITION OF CODES ADOPTED BY THE LOCAL
GOVERNING AGENCIES
• PER FBC R302.5 NO OPENINGS FROM A PRIVATE
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD,
INSULATED STEEL OR 20 MIN. FIRE RATED DOORS
NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
GARAGE OR PENETRATING THE WALL OR CEILING
SEPARATING THE GARAGE AND DWELLING SHALL BE
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE
• PER FBC TABLE R-302.6 GARAGE SHALL BE
SEPARATED FROM RESIDENCE AND ITS ATTIC W/
MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE
WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
X GYP BOARD, WHERE THE SEPARATION IS A
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W/ MIN 1/2" GYP BOARD
• PER FBC R309.1 GARAGE AND CARPORT FLOOR
SURFACE AREAS USED FOR PARKING OF
AUTOMOBILES OR OTHER VEHICLES SHALL BE
SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS
TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY
DOORWAY
• PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
FLOOR SURFACES LOCATED MORE THAN 30" ABOVE
FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
MEASURED VERTICALLY FROM THE NOSING OF THE
TREADS
• PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
BALCONIES AND PORCHES SHALL HAVE
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
OR MORE IN DIAMETER
• PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE, SHALL BE CONSIDERED A
HAZARDOUS LOCATION. G.C. TO VERIFY IF
HOMEOWNER SELECTS ANY OF THESE ITEMS
LISTED. IF ANY OF THESE ITEMS LISTED IS
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
TO BE TEMPERED
• PER FBC R312.2, PROVIDE WINDOW FALL
PROTECTION IN ACCORDANCE WITH R312.2.1 AND
R312.2.2
• GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
• C.J. = RECOMMENDED MASONRY CONTROL JOINT
LOCATION
• ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
INSTALLED PER BUILDER PROVIDED
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
• 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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26-10"
17'-8"
5'-8"
5'-10 1 /2"
5'-3 1 /2"
11'-4"
2'-8"
21'-6"
70'-0"
1st LEVEL FLOOR PLAN
1/4" = V-0" WHEN PRINTED ON 22"x34"
100 - PROVIDE FURRING AS NEEDED
101 - 2x6 WALL
102 - DOUBLE WALL (2-2x4 U.N.O.)
103 - 42" HIGH HALF WALL WITH CAP
104 - DOOR HEIGHT DIFFERS
(RE: COMMUNITY/BLDR SPECS)
105 - INTERIOR FLAT HEADER at 8' U.N.O.
(SEE PLANS FOR WIDTH)
106 - INTERIOR ARCHED HEADER (from T-4" to 8')
(SEE PLANS FOR WIDTH)
107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER
CONTROLS POSITIONED BELOW NICHE
108 - EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW
109 - 36" HIGH HANDRAIL
110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE
-OR- 20 MIN FIRE RATED
111 - ATTIC ACCESS - SIZE AS NOTED
20 MIN FIRE RATED
112 - INTERIOR FLAT HEADER at 8-8"' U.N.O.
(SEE PLANS FOR WIDTH)
120 - RECESSED TILE SHOWER - SIZE AS NOTED
121 - TILE SHOWER WITH CURB - SIZE AS NOTED
122 - VIKRELL BASE SHOWER - SIZE AS NOTED
123 - TUB R.O. 5'-0 %"
124 - GARDEN TUB - SIZE AS NOTED
125 - TEMPERED GLASS SHOWER ENCLOSURE
126 - TEMPERED GLASS SHOWER ENCLOSURE
ON 42" H 1/2 WALL w/SLP TOP
127 - SHOWER SEAT AT 18"x18"x20"
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK
140 - OVERHEAD CABINET
141 - REFRIGERATOR - OPTIONAL
142 - DISHWASHER
143 - RANGE WITH MICRO HOOD
144 - COOKTOP
145 - DOUBLE OVEN
146 - WASHER - OPTIONAL
147 - DRYER - OPTIONAL
160 - INSTALL MECH PROTECTION PER CODE
161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY
162 - LOUVERED DOOR
163 - METAL A/C STAND
164 - BOLLARD AS REQ, PER BUILDING CODE
180 - EXTERIOR HEADER
(RE: ELEVATION)
181 - SYNTHETIC STONE VENEER
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ELEVATION KEY NOTES
(SEE SHEET A000 FOR GENERAL NOTES)
_ 1st LEVEL BRG
1st LEVEL
FFE
t LEVEL FFE
1s -
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_LEFT ELEVATION__
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
1 DECO DRAIN TILES
A200 1 1/2" = 1'-0" WHEN PRINTED ON 22"x34"
ROOF VENTILATION
VENT VENT PROP PROP
Area HIGH LOW # RATIO HIGH LINEAL FT LOW
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1st LEVEL FIFE
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1st LEVEL FIFE
RIGHT ELEVATION
1/8" = V-0" WHEN PRINTED ON 22"x34"
_ 1st LEVEL BRG
77777
REAR ELEVATION
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
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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 WISTUCCO PARGE COAT
221 - CEMENT PLASTER FINISH -OVER CONCRETE
MASONRY SHALL BE 112" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
222 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
SHALL BE 718" (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
BACK WIRE LATH, OVER HOUSE WRAPOVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS. LATH TO BE
FURRED OUT FROM BACKIN G FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
223 - FIBER CEMENT LAP SIDING
224 - FIBER CEMENT SHAKE SIDING
225 - FIBER CEMENT BOARD & BATTEN SIDING
226 - SYNTHETIC STONE VENEER
227 - STONE LEDGE
228 - BRICK VENEER
229 - FOAM CAP
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - 2'k 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 TI LES
267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE
f OF LIGHT TO BE 6'47" A_F.F. U.N.Q.
BUILDING HEIGHT -AFF- HEIGHT ABV GRADE _ _ _ _ _ _ BUILDING HEIGHT GAF
�1T 11 ------------ 18' 77%8-- — --� - ----- -- ---- — -- -- -- -- -- -- -- — ----- -- -- -- -- -- ------------------- —------------------------- 17'11 718"
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DocuSign Envelope ID. B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1
INSULATION BAFFLE BETWEEN
TRUSSES INSTALLED PER MFR
WRITTEN SPECS
CONCRETE TILE ROOFING
INSTALLED PER MFR SPECS OVER VARIES (RE: \
WD SHTHG OVER PRE-ENG WD ROOF PLAN)
TRUSSES (RE: STRUCTURAL)
ALUMINUM DRIP OVER
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VENTED SOFFIT INSTALLED
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NOTE: RE: FLOOR PLAN (SH
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TYP ONE-STORY WALL SECTION
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NOTE: INSTALL PORTLAND
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NOTE: INSTALL ALL VINYL CV
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DESIGN CRITERIA AND LOADS
Building Code
Florida Building and Residential Codes ,
7th Edition (2020)
Code for Design Loads
ANSI/ASCE 7-16
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
ATTICS WITHOUT STORAGE .......................10
PSF
(NON -CONCURRENT)
BOTTOM CHORD DEAD LOAD..........
5 PSF
WIND LOADING .................................................
Cd 1.60
ASCE 7-16, 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
BEAMSI.............................................................TL / 240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED %4' DEFLECTION
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
ZONE DESIGNATION
IZ - Interior Zone (psf)
EZ - End Zone (psf)
0-20 ft2
+28.54 -30.96
+28.54
-38.22
21 - 50 ft2
+27.17 -29.59
+27.17
-35.47
51 - 100 ft2
+25.52 -27.94
+25.52
-32.17
101 - 200 ft2
+24.25 -26.67
+24.25
-29.64
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)
- =j
Is 4k-
1 ST FLOOR cnP)
END ZONE
DESIGNATION
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
AIr)TGC 2 A
0 z
STUCCO AND DIRECTLY
MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16
w =
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
^
I- ¢ N
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
w=P
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Z
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ALL OTHER VENEER
15 �' ED R HORIZONTAL
MIN /2 32/16 SPAN RATED OSB OR PLYWOOD INSTALL VERTICAL O
(NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
Y c9 rn
TILE AND METAL ROOF
MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND
o=
6" O.C. IN THE FIELD
0 F_
MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0
0 0
SHINGLE ROOF
PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6"
O.C. IN THE FIELD.
FLOOR DECK SHEATHING:
23/32" 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 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
NOTES:
1. FOR SHEATHING THICKNESS GREATER THAN 15/32" CATEGORY, USE RSRS-03 NAILS.
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO
REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
6. 1%2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
STRUCTURAL REQUIREMENTS ARE %s" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
7. '%2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, 1%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. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER
DIAMETER
LENGTH
8d COMMON
0.131"
2-'/2'
RSRS-01
0.113"
2-%"
RSRS-03
0.131"
2-Y2"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-%"
16d SINKER
0.148"
3-%"
16d COMMON
0.162"
3-Y2"
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.
F777REERVATIVE
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 %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 PSF IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH CODE APPROVED PROVISIONS FOR
PREVENTION OF SUBTERRANEAN TERMITES.
9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
WITH CONCRETE WORK.
11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
1. ROOF TRUSS TOP CHORDS SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 (SYP SPECIES OR BETTER).
2. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
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.
3. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
4. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
5. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
MAY BE DISREGARDED.
6. I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
THIS SHEET.
TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2 R 4
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
SIMPSON
SIMPSON
FASTENERS
MITEK
USP FASTENERS
1 /2 ��
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" x 1 + /2 "
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(NOTE 2)
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CS18
EACH END
CS20
COMMON
SCREW ANCHOR
I OR SCREW ANCHOR
EACH END
(18)0.162"x2 WIN
(18)0.162"x2'/2"IN
HTT4
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MTS12
(7) 10d x 1 1/2"
MTW12
(7) 10d x 1 1/2"(NOTE
2)
48' 0 x 6" EMBED ANCHOR
48' 0 x 6' EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(26) 0.162" x 2 W 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"
0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)'/4" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQS-SDS3
IN STUD GROUP
PHDB
GROUP 8' 0 x 12" EMBED
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
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 %" IN TRUSS
(7) 10d COMMON IN
(7) 10d COMMON IN
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
(4) /, x 2 %" TITEN
MSTAM36
WOOD FRAMING
(5) %" x 2 %" TAPCON IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
SCREWS IN MASONRY
MASONRY
(8) 10d x 1 '/2' IN TRUSS
(9) 10d x 1 '/2' IN TRUSS
(11) 10d x 1 ''/2" IN
(11) 10d x 1 Y2' IN
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
(11) 10d x 1 ''/2" IN
HTW20
TRUSS/RAFTER
(11) 10d x 1 '/2' IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
STUD
STUD
(12) 10d x 1 I/V IN
(8) 10d x 1 Y2" 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
48' 0 x 7" EMBED EPDXY
(12) 10d x 1 Y2" IN
(4) %" x 3" WEDGE BOLT
STUD
OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
(5) 8d x 11/2' IN
(5) 8d x 1 Y2" IN
ABU66
,5 " 0 x 7" EMBED EPDXY
PAU66
4 " 0 x 7" EMBED EPDXY
H2.5T/
TRUSS
RT7/
TRUSS
(NOTE 6)
(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
HA8
(5) 8d x 1'/2" IN
RT7AT
(5) 8d x 11/2" 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+/2" IN
HUC48,
HEADER
HD481F,
HEADER
H8
TRUSS
RTBA
TRUSS
HU28-2,
(6) 10d COMMON IN BEAM
HD28-2,
(6) 10d COMMON IN BEAM
(5) 10d x 1 Y2" IN
(5) 10d x 1'/2" IN
HUC28-2
HD28-21F
TOP PLATE
TOP PLATE
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
(16) 10d COMMON TO
HUC410,
HEADER
HD4101F1
HEADER
LGT2
TRUSS/RAFTER
LUGT2
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
(7) %" x 2%" 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
HEADER
LGT3
WALL FRAMING
LUGT3
FRAMING
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(1 2) SDS %" x 2 Y2"
(1
(12) WS25 %" x 2 1/2"(4)
+ +
" x 1 /2" SDS SCREW
(4) '/." x 1 Yz" WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)%" x 3" SDS SCREWS
HGA10
q
() %" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS %" x 1 '/" SCREWS
(4)'/;' x 1%" WS15 SCREWS
HGAMIOKT
IN TRUSS/RAFTER
HGAM10KT
IN TRUSS/ RAFTER
(4) %" x I%" WEDGE BOLT
(4) %" x 2'/4" TITEN SCREWS
OR EQUIVALENT IN
IL__
IN MASONRY
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I MASONRY
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTERNATES
3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2 %" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
%" 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 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. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
3. ALL GROUT TO MIXED PER ASTM C476 STANDARDS AND INSTALLED TO COMPLY WITH FBC R606.3.5. fc = 3,000 PSI.
4. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
5. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 30".
6. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING
7. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
8. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
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ORIENTED STRAND BOARD
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WOOD STRUCTURAL PANEL
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SOUTHERN YELLOW PINE
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SPRUCE -PINE -FUR
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CONT
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O.C.
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LSL
1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, LINO.
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(3'/2' WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 W BEAM)
LVL
2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE
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PSL
2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 '/2' WIDE, UNO.
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SYS 42
PROPERLY RATED OPEN WEB HEADER
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INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS
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INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM
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true design studios
SW SPECIFICATIONS)
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STUD COLUMN KEYNOTE
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NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. n
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NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS
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1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN
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2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL
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"ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN
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NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE
HEADER STRAPPING KEYNOTE
NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD
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TYPE OF STRAP CONNECTING HEADER TO JACK STUD
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KING/JACK GROUP BOTTOM CONNECTION
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2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD
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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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HEADER MAY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY
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#2 SYP HEADER FRAMING KEYNOTE
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NUMBER OF KING STUDS EACH SIDE OF OPENING
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NUMBER OF JACK STUDS EACH SIDE OF OPENING
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DEPTH OF LOAD -BEARING #2 SYP HEADER
NUMBER OF PLIES IN HEADER
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ENGINEERED LUMBER HEADER FRAMING KEYNOTE
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(2) 9'/2' LSL- 1 / 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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DEPTH OF LOAD -BEARING EWP HEADER Q
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NUMBER OF PLIES IN HEADER (1 %" WIDE UNO) ry
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2. NON BEARING HEADERS: DUE TO LIGHTLY LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN
EXTERIOR WALL DO NOT REQUIRE LOAD BEARING HEADER, SEE PLAN.
3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE.
4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS . O
5• IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 0-
6. UNO ON PLAN, MIN (1) SDWC15600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O
CONNECTION REQUIRED EACH SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U
FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE.
7. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q
OPENINGS 39" OR LESS, OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:
• SDWC15600 @ MAX 32" O.C. AS SHOWN, "ALTERNATE SECTION (HEADERS),ST-5
• SPH w/ (12) 10d x 1- Y2" @ 16" O.C. OR 0
•DSPw/(14)10dx1-Y2"@16"O.C.OR LL
• FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 10d x 1 -Y2" (OR EQUAL APPROVED BY EOR). Q
8. CRIPPLE BLOCKS BELOW LOAD -BEARING HEADERS MAY BE FRAMED AT 24" O.C.
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FRAMING NOTES
1. SIMPSON ACRYLIC -TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS.
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ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN
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A HOLE AS SPECIFIED BY MANF (TYPICALLY 1/16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER).
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ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S
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2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY
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SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER.
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3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
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4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER OR LUMBER SUPPLIER.
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5. FASTEN ALL MULTI -PLY STUD COLUMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED.
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6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH (4)8d TOE NAILS OR (2)16d COMMON END NAILS.
FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH (3)8d TOE NAILS.
007.
8. ALL MULTI -PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
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THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO.
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GENERAL FOUNDATION NOTES:
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• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND
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24"SQx20" DEEP FTG
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EXISTING EXTERIOR CMU
MIN, 3" EDGE DISTANCE
STRIP OF WWF FROM F.F.E. TO
MIN. 6" BELOW GRADE. WWF TO
EXISTING FOUNDATION FACE w/
(2) ROWS OF 3/s' DIA. TAPCONS
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8" CMU WALL OVERHANGS LESS THAN 1"
GROUT BOTTOM 3 COURSES
OF EXISTING CMU WALL FOR
LENGTH OF OVERHANG. FILL
TO BOTTOM OF WINDOW SILL
WHERE NEEDED
MIN. 3" EDGE
STRIP OF WWF FROM F.F.E. TO
BOTTOM OF FTG. WWF TO ' - -
EXISTING FOUNDATION FACE w/ ° °
(2) ROWS OF 3/s' DIA. TAPCONS D /N D
OR CUT NAILS @ 24" O.C. COVER
FLUSH w/ 3000psi CONCRETE. i
D ° EXISTING FOUNDATION
8" CMU WALL OVERHANGS 2.5" OR LESS
NOTES:
• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT,
REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL
AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO
EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM.
• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE,
CONTACT EOR.
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16" UNDER 2 STORY WALL
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CMU STEMWALL MONO LITHIC SLAB
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CONTINUOUS TO EXTEND MIN 24"
INTO MONOLITHIC THICKENED EDGE
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CAST -IN -PLACE FOOTING SPECS
1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT
2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
2 STEMWALL SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
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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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2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
7 STEMWALL CURB SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
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(1) #4 OR #5 CONT:
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ARCH PLANS
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*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1"
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DEPTH EXCEEDS 28".
IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS
TWO CHOICES:
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1ST LEVEL DOWEL PLACEMENT PLAN
1/4" = 1'4' WHEN PRINTED ON 22"x34"
GENERAL MASONRY NOTES DC1
• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END.
• 8U LINTELS MAY BE FILLED OR UNFILLED.
• 8F LINTELS SHALL BE FILLED.
• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL.
• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O.
• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION.
• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE
• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS
MASONRY LEGEND
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
Ej INDICATES GROUT FILLED CELL WITH NO REINFORCING
NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM
30" LAP REQUIRED, TYP AS SHOWN
Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM
30" LAP REQUIRED, TYP AS SHOWN
❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED
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HEIGHT OF DOWEL = HEIGHT OF COLUMN
FRAMING KEY NOTES (CMU) DC1
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES)
1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN
OPENINGS.
2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN
LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP
PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE
ON DETAIL SHEET.
3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:
A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS
BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C.
B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH
FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C.
4. HIGH UPLIFT CONNECTION:
• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C.
• SECOND LEVEL WALL STUDS STRAPPED TO FIRST
LEVEL
WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C.
(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)
FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1
OR (2) SDWC15450 @ MAX 16" O.C.
• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C.
5. FASTEN EACH BEAM TO MASONRY W/ META12
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1st LEVEL FRAMING PLAN
1/4" = 1'-0" WHEN PRINTED ON 22"x34"
TRUSS FRAMING GENERAL NOTES
SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES
DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED
BY BUILDER
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN,
ALL TRUSS TO WOOD CONNECTIONS SHALL BE ACCORDING
TO THE TYPICAL WALL SECTION, SEE SHEET ST-5.
• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR
TRUSS LABELS & DIMENSIONS
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
CONNECTOR.
• 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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2x6
2x8
2x10
2x12
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15'-5"
19'-111,
23'4"
26-0"
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13'-4"
17'4"
20'-7"
22'-0"
24"
10'-11"
14'-1"
16-10"
19'-9"
20 L.L./15 D.L. #2 SYP
CEILING JOIST SPAN SCHEDULE
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12'-5"
11'-3"
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17'-8" 23'-4" 26-0"
16-6" 20'-1" — -- 23'-11 _-
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16"
24"
9'-10"
10
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 TRUSS 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.C. SPACING). OR
• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE
w/ FASTENING SHOWN BELOW
• 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:
24 ...................................(4) 12d COMMON
2x8...................................(6) 12d COMMON
2x10.................................(8) 12d COMMON
2x12.................................(10) 12d COMMON
LEDGER TO CMU (W/ 3" TAPCON OR TITEN):
PT 2x6.......(2) ROWS %4' 0 @ 24" O.C. STAGGERED
PT 2x8.......(2) ROWS Y4" 0 @ 16" O.C. STAGGERED
PT 2x10.....(2) ROWS %4" 0 @ 8" O.C. STAGGERED
PT 2x12.....(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) W x 4-'/z' LONG #14 WOOD SCREWS
PT 2x8...................................(5) 'W x 4-W LONG #14 WOOD SCREWS
PT 2x10.................................(7) 'W x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12.................................(9) W x 4-'/z" LONG #14 WOOD SCREWS
4. ANGLE & LATERAL BRACES MAY BE OMITTED FROM
GABLE BRACING DETAIL IF PORCH SHEATHING DETAIL IS
PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7.
5. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF
THE WALL - (2) HTSM20 ON SAME SIDE OF WALL IS NOT
PERMITTED AT THIS LOCATION
6. • (1) 48" & (1) 24" BEARING BLOCK REQ'D
• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C.
STAGGERED
• TRUSS TO MASONRY BELOW W/ LGT3-SDS2.5
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DocuSign Envelope ID: B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1
TRUSS TO TOP PLATE, MOISTURE BARRIER —�
UNO: BETWEEN MASONRY AND
• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS
W/ H8 OR H10
• TRUSS LENGTH </ 10 FT VERT. REINFORCING TO
W/ H2.5T OR RT7AT OR HAVE 10" STANDARD
SDWC15600 HOOK INTO BOND BEAM
• EVERY OTHER STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600 -
MAX 32" O.C.
• EVERY KING STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600 Fil
TYPICAL ROOF DECK
SHEATHING. SEE TABLE 2:
WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
ON SHEET ST-1
TRUSS OR RAFTER TO BOND
BEAM W/ META12 OR HTA16-18
W/ MIN (7) 10d x 1 Y" IN TRUSS
(NOTE: IF META12 OR HTA16-18
IS IMPROPERLY INSTALLED,
ATTACH TRUSS TO BOND
BEAM W/ HTSM20 OR HTWM20)
FASCIA (SEE
ARCHITECTURAL)
PROPERLY WIND LOAD RATED
SOFFIT MATERIAL
CONTINUOUS @ PERIMETER.
SEE TABLE 1: COMPONENT
AND CLADDING DESIGN
PRESSURES ON SHEET ST-1.
(1) COURSE CMU BOND
BEAM W/#5 CONTINUOUS
WALL SECTION AT ROOF (COMMON HEEL CONDITION)
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
• EVERY OTHER STUD TO BOTTOM PLATE
W/ 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.
Yi' THREADED ROD ANCHOR W/ MIN 4"
EMBED W/ NUT & WASHER IN SIMPSON
ACRYLIC -TIE OR EQUIVALENT
ADHESIVE @ MAX 48" O.C.
OR
Y2" WEDGE BOLT W/ MIN 4%" EMBED W/
WASHER @ MAX 48" O.C.
BOTTOM PLATE ANCHOR NOTES
• EACH SILL PLATE SHALL LAVEAOF (2) BOTTOM PLATE ANINSTALL ANCHORS WITHICHEND OF SEGMENT (BUTT
INTERIOR LOAD BEARING WALL
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 30" 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)
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TYPICAL WALL SECTION AT FOUNDATION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
TYI
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2x NO 2 SYP BLOCKING TO FIT TIGHT
BETWEEN TRUSSES, (3)10d TOE -NAIL @
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
DIMENSION PERPENDICULAR TO TRUSS END
VERTICALS, ATTACH TO TRUSSES AND
BLOCKING W/ 10d @ 3" O.C.
FASCIA (SEE ARCHITECTURAL)
PROPERLY WIND LOAD RATED SOFFIT
MATERIAL CONTINUOUS @ PERIMETER.
SEE DESIGN CRITERIA AND LOADS: C&C
DESIGN PRESSURES ON SHEET ST-1.
TRUSS OR RAFTER TO BOND BEAM W/
META12 OR HTA16-18 W/ MIN (7) 10d x 1
IN TRUSS (NOTE: IF META12 OR HTA16-18
IS IMPROPERLY INSTALLED, ATTACH
TRUSS TO BOND BEAM W/ HTSM20 OR
HTWM20)
WALL SECTION AT ROOF (RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
GENERAL NOTES APPLICABLE TO ALL:
FOR MISLOCATIO
FASTEN 2x6 NO. 2
TO TRUSS W/ MIN
FOR MISLOCATIOI
INSTALL NEW MAS
STRAP TO INSIDE
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
FCORNERS
8" CMU BOND BEAM
BOND BEAM REINFORCING
AT CORNERS
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.
POURED CELL w #5 BAR CONT
FROM BEAM TO FOOTING
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DIST, FROM DOORJAMB
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MIN. SCREW
LENGTH
DIST. FROM DOORJAMB
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UPLIFT CONNECTION PE
TYPICAL WALL SECTION
MOISTURE BARRIER TYPICAL PORCH
BY OTHERS CEILING BOARD PER
PLAN. SEE TABLE 2;
SHEET ST-1 (PORCH - -
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TYPICAL PORCH SHEATHING DETAIL
AT MASONRY EXTERIOR WALL
(THIS DETAIL IS REQUIRED AT ALL COVERED
PORCHES UNLESS NOTED OTHERWISE)
TRUSS TO TOP PLT W/ H2.5T OR RT7AT ---/ I
SHEATHING TO TOP PLATE
W/ 8d COMMON @ 3" O.C.
FULLY SHEATH KNEEWALL PER TABLE 2:
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REQUIREMENTS
• MIN 2x4 NO.2 SYP PT PLATE BETWEEN
TRUSSES W/ (3) 10d TOENAILS EACH END &
MINIMUM (2t" ❑ x 6" EMBED DRILL AND
EPDXY ANCHOR W/ NUT & WASHER EACH
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x 6" EMBED DRILL AND EPDXY ANCHORS W/ NUT
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ROOF DECK
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MOISTURE BARRIER
BY OTHERS
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• UP TO 8FT SINGLE 2x6 ONLY
• UP TO 20 FT. 2x6 W/ 2x6 T-BRACE
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"T-BRACE" TO DIAGONAL BRACE
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FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR
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MOISTURE BARRIER BETWEEN MASONRY
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GABLE ANGLE BRACING DETAIL
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EDGE, 6" O.C. IN FIELD
WITH RSRS-01
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1) MAX. TRUSS SPACING = 24" O.C. 2021 V1.0
2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM
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PROVIDE (5) 48' DIA. J-BOLT OR LARGE
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EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 %" x �16'
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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-Y2'
(NOTE: IF META20 IS IMPROPERLY
INSTALLED, ATTACH TRUSS TO BOND
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#5 CONT.
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W/ MIN. 25" LAP
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SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
VERTICAL BARS TO EXTEND TO
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NO.5 VERT. BAR IN FILLED
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1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO).
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`IF (2) BRACES ARE
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CONTINUOUS LATERAL RESTRAINT WEB
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1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL by a 3rd Party Certificate Authority
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SOFFIT W/ SINGLE SPAN
SF OFFIT DETAILS
Soffit detail is intended to convey connections between members in the
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Product manufacturer and evaluating engineer retain responsibility for
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This item has been electronically
signed and sealed by Justin M Lanier,
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