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DocuSign Envelope ID944B87A4-AB83-4B43-8868-F48BO5ABCOB7
DR HORTON
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DRAWING INDEX BUILDING CODE SUMMARY
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ARCHITECTURAL
SHEET NO. I SHEET NAME
A000
A110
ARCHITECTURAL GENERAL NOTES
1st LEVEL FLOOR PLAN
A200
ELEVATIONS
A400
WALL SECTIONS
A500
DETAILS
_DETAILS _
DETAILS - IF APPLICABLE
_
A501
A502
STRUCTURAL
SHEET NO.
SHEET NAME
ST-1 STRUCTURAL SPECIFICATIONS
ST-2 FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
S_ T-3A
ST-5
1st LEVEL FRAMING PLAN
TYPICAL WALL SECTIONS
SECTIONS AND DETAILS
ST-6
ST-7,
SECTIONS AND DETAILS
ELECTRICAL
SHEET NO. I SHEET NAME
E100 1st LEVEL ELECTRICAL PLAN
A1-1- WORK SHALL C0m,,PI % vVl'?'H DL?E1i;,,CODES 1:1 4-
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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 VOLUMES
CONDITIONED AREA 1st Floor 18982 CF
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1sst Floor 2034 SF Grand total _18982 CF
2034 SF
UNCONDITIONED AREA
Garage 459 SF
Entry 28 SF
Lanai 218 SF
705 SF
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DoCuSign Envelope ID944687A4-AB83-4B43-886B-F48B05ABCOB7
DRAWING INDEX
I
ARCHITECTURAL
SHEET NO.
SHEET NAME
A000
A110
ARCHITECTURAL GENERAL NOTES
1st LEVEL FLOOR PLAN
A200
_
ELEVATIONS
A400
WALL SECTIONS
A500
A501
DETAILS
DETAILS
A502
DETAILS - IF APPLICABLE
STRUCTURAL
SHEET NO.
I SHEET NAME
ST-1
ST-2
STRUCTURAL SPECIFICATIONS
FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1 st LEVEL STRUCTURAL PLAN
ST-3A
ST-5
1st LEVEL FRAMING PLAN
TYPICAL WALL SECTIONS
SECTIONS AND DETAILS
ST-6
ST-7
SECTIONS AND DETAILS
DR HORTON
A4DB DELRAY ELEVATION A
Abbott Park,, LOT 005m04=1C
ELECTRICAL
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DocuSign Envelope ID. 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
lu L 1 __L_l I 1 - _ _. .. .. ..
Footer '�4
Re -Bar (sized according to __
foundation plan)
II IiPn � .
#4 awg CU bare w/ 10' stubbed
outside of slab at service
location. Connect to footer steel
w/ (2) ground clamps 5' apart
41
r.
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
II-}� METER MAIN
DISC. #12 COPPER TO APPLIANCES AND GFI
150 OR
200 AMP TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
UNDGSERV. BY #8 COPPER TO RANGE
' ERV. B
POWER CO. #6 COPPER TO HVAC
N.T.S. J #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(6)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
• PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
• PER NEC SECTION R314.3 AND R315.1 SMOKE
DETECTORS TO BE INSTALLED INSIDE EACH
SLEEPING AREA
• ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR
APPROVED EQUAL
• PROVIDE GAS DROPS AS PER COMMUNITY ONLY
• JUNCTION BOX AT WATER HEATER, RANGE AND/OR
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
PROVIDE APPROPRIATE RECEPTACLE PER
APPLIANCE
• ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
• PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT
LESS THAN 30" DEEP AND 30" WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY
APPLIANCE
ABBREVIATIONS LEGEND
ROOF NOTES
• INSTALL ROOF VENTING PER MFR WRITTEN
ABV
ABOVE
INSTRUCTIONS PER FBC R806
AC
AIR CONDITIONER
AFF
ABOVE FINISHED FLOOR
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
AHU
AIR HANDLER UNIT
RAFTER. REFERENCE WALL SECTIONS/DETAILS
FOR ALL OVERHANGS NOT DIMENSIONED.
BILK
BLOCK
CABS
CABINETS
CLG
CEILING
• ALL UNDERLAYMENT MUST BE INSTALLED IN it
COMPLIANCE WITH FBC R905.1.1
CHR
CHAIR RAIL
COFF
COFFERED
EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
COL
COLUMN
OUT IN ROOF SHEATHING PER MFR WRITTEN
COND
CONDENSER
INSTRUCTIONS
CRN
CROWN MOULDING
CVAC
CENTRAL VACUUM SYSTEM
DBL
DOUBLE
DIAG
DIAGONAL
DR
DOOR
DRY
DRYER
DW
DISHWASHER
EB
EYEBROW
FL
FLOOR LINE (MAT. CHANGE)
FLR
FLOOR
FP
FIREPLACE
FXD
FIXED
FXT
FIXTURE
GLS
GLASS
HB
HOSE BIB
- -
KS
KNEE SPACE
LAV
LAVATORY
ROOF VENT CALCULATION
LT
LAUNDRY TUB
- - -
MRBL
MARBLE
FORMULA.
MC
MEDICINE CABINET
MIR
MIRROR
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
MTL
METAL
OF CEILING
OH
OVERHEAD
*144 SQ. IN. = 1 SQ. FT.
OPNG
OPENING
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
OPT
OPTIONAL
BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50%
R & S
CLOTHES ROD and SHELF
AT LOW.
REF
REFRIGERATOR
SD
SOAP DISH
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
SDLTS
SIDE LIGHTS
THAN 50% OF VENTILATION MUST BE PROVIDED BY
SGD
SLIDING GLASS DOOR
VENTILATORS LOCATED NO MORE THAN S-0" BELOW
SH (2)
SHELVES (QUANTITY)
THE RIDGE OR HIGHEST POINT OF THE SPACE
SHWR
SHOWER
TB
TOWEL BAR
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE)
TPH
TOILET PAPER HOLDER
T&S
TUB and SHOWER
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
TEMP
TEMPERED
PER LINEAL FT
TR
TRANSOM
VOL
VOLUME
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
WC
WATER CLOSET
W/ 9.19 SO IN (NFVA) PER LINEAL FT
WD
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
WH
WATER HEATER
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
WNCT
WAINSCOT
LOCATED LESS THAN 5' FROM PROPERTY LINE
WS
WATER SOFTENER
WASH
WASHER
I
!
NOTES
EXTERIOR ELEVATION GENERAL NOTES
GENERAL
• FRONT ELEVATIONS BANDING, MOLDING,
•
ALL CONSTRUCTION SHALL MEET THE LATEST
COLUMNS AND TRIM SHALL RECEIVE A SAND
EDITION OF CODES ADOPTED BY THE LOCAL
FINISH. SEE ELEVATION FOR DEPTH OR RAISED
GOVERNING AGENCIES
BANDING
•
PER FBC R302.5 NO OPENINGS FROM A PRIVATE
• SIDE AND REAR ELEVATIONS BANDING AROUND
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
WINDOWS AND DOORS MAY BE OPTIONAL PER
COMMUNITY SPECS -SEE COMMUNITY
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD,
SPECIFICATIONS OR CONSULT THE
INSULATED STEEL OR 20 MIN. FIRE RATED DOORS
CONSTRUCTION MANAGER. ALL BANDING SHALL
NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED
RECEIVE A SAND FINISH
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
GARAGE OR PENETRATING THE WALL OR CEILING
• ROOF COVERING SEE COMMUNITY
SEPARATING THE GARAGE AND DWELLING SHALL BE
SPECIFICATIONS OR CONSULT THE
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
CONSTRUCTION MANAGER. SEE STRUCTURAL
SHEETS FOR SHEATHING REQUIREMENTS
!
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
• FLASHING SHALL BE INSTALLED AT WALL AND
OPENINGS INTO THE GARAGE
ROOF INTERSECTIONS, DECK AND WALL
INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN
.
PER FBC TABLE R-302.6 GARAGE SHALL BE
ROOF SLOPE OR DIRECTION, AND AROUND ROOF
SEPARATED FROM RESIDENCE AND IT'S ATTIC W/
OPENINGS
MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE
• WINDOW PAN FLASHING SHALL BE IN
WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE
ACCORDANCE WITH FBC R703.4
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
"X" GYP BOARD, WHERE THE SEPARATION IS A
• WALL HEIGHTS VERIFY ALL BEARING WALL
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
HEIGHTS WITH FINAL TRUSS LAYOUTS
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W/ MIN 1/2" GYP BOARD
• LATH PER FBC R703.7.1, LATH AND LATH
ATTACHMENTS SHALL BE OF
•
PER FBC R309.1 GARAGE AND CARPORT FLOOR
CORROSION -RESISTANT MATERIALS. EXPANDED
SURFACE AREAS USED FOR PARKING OF
METAL OR WOVEN WIRE LATH SHALL BE
ATTACHED WITH 11/2-INCH-LONG (38 MM), 11 GAGE
AUTOMOBILES OR OTHER VEHICLES SHALL BE
NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR
SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS
7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES,
TO A DRAIN OR TOWARDS THE MAIN VEHICLE ENTRY
SPACED NOT MORE THAN 6 INCHES (152 MM), OR
DOORWAY
AS OTHERWISE APPROVED
• PLASTER PER R703.7.2, PLASTERING WITH
PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
PORTLAND CEMENT PLASTER SHALL BE NOT LESS
FLOOR SURFACES LOCATED MORE THAN 30" ABOVE
THAN THREE COATS WHERE APPLIED OVER METAL
FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
LATH OR WIRE LATH AND SHALL BE NOT LESS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
THAN TWO COATS WHERE APPLIED OVER
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MASONRY, CONCRETE, PRESSURE -PRESERVATIVE
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
TREATED WOOD OR DECAY -RESISTANT WOOD AS
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
SPECIFIED IN SECTION R317.1 OR GYPSUM
MEASURED VERTICALLY FROM THE NOSING OF THE
BACKING. IF THE PLASTER SURFACE IS
COMPLETELY COVERED BY VENEER OR OTHER
TREADS
FACING MATERIAL OR IS COMPLETELY
CONCEALED, PLASTER APPLICATION NEED BE
•
PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
ONLY TWO COATS, PROVIDED THE TOTAL
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
THICKNESS IS AS SET FORTH IN TABLE R702.1(1).
BALCONIES AND PORCHES SHALL HAVE
ON WOOD -FRAME CONSTRUCTION WITH AN
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
PLASTER SHALL BE APPLIED TO COVER, BUT NOT
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
EXTEND BELOW, LATH, PAPER AND SCREED. THE
OR MORE IN DIAMETER
PROPORTION OF AGGREGATE TO CEMENTITIOUS
MATERIALS SHALL BE AS SET FORTH IN TABLE
•
PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
R702.1(3)
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
• WEEP SCREED PER R703.7.2.1 A MINIMUM
BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET
GAGE), CORROSION -RESISTANT WEEP SCREED OR
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
PLASTIC WEEP SCREED, WITH A MINIMUM
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING OR
(89 MM) SHALL BE PROVIDED AT OR BELOW THE
WALKING SURFACE, SHALL BE CONSIDERED A
FOUNDATION PLATE LINE ON EXTERIOR STUD
HAZARDOUS LOCATION. G.C. TO VERIFY IF
WALLS IN ACCORDANCE WITH ASTM C92.6. THE
HOMEOWNER SELECTS ANY OF THESE ITEMS
WEEP SCREED SHALL BE PLACED NOT LESS THAN
LISTED. IF ANY OF THESE ITEMS LISTED IS
4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES
(51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
TYPE THAT WILL ALLOW TRAPPED WATER TO
TO BE TEMPERED
DRAIN TO THE EXTERIOR OF THE BUILDING. THE
WEATHER -RESISTANT BARRIER SHALL LAP THE
PER FBC R312.2, PROVIDE WINDOW FALL
ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
PROTECTION IN ACCORDANCE WITH R312.2.1 AND
COVER AND TERMINATE ON THE ATTACHMENT
FLANGE OF THE WEEP SCREED
R312.2.2
• WATER -RESISTIVE BARRIERS PER R703.7.3,
•
GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
WATER -RESISTIVE BARRIERS SHALL BE INSTALLED
AS REQUIRED IN SECTION R703.2 AND, WHERE
•
C.J. =RECOMMENDED MASONRY CONTROL JOINT
APPLIED OVER WOOD -BASED SHEATHING, SHALL
LOCATION
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
BARRIER WITH A PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS OF GRADE D PAPER,
ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
INDEPENDENTLY SUCH THAT EACH LAYER
INSTALLED PER BUILDER PROVIDED
PROVIDES A SEPARATE CONTINUOUS PLANE AND
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
ANY FLASHING (INSTALLED IN ACCORDANCE WITH
SECTION R703.4) INTENDED TO DRAIN TO THE
WATER -RESISTIVE BARRIER IS DIRECTED
•
ALL FINISH DETAILS & TYPICAL PLAN NOTES
BETWEEN THE LAYERS
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
•
REFER TO STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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DOCuSIgn Envelope ID: 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
FLOOR PLAN KEY NOTES
(SEE SHEET A000 FOR GENERAL NOTES)
i�
M
CV
CV
i VERIFY AC COND
LOCATION
WI SITE PLAN
1st LEVEL FLOOR PLAN
1/4" = 1'4" WHEN PRINTED ON 22"x34"
70'-0"
VERIFY AC COND
LOCATION
W/ SITE PLAN
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')
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107 - SHOWER NICHE 14" x 18" w/BOTTOM at 4'-10" AFF, SHOWER
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109 - 36" HIGH HANDRAIL
110 - SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE
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111 - ATTIC ACCESS - SIZE AS NOTED
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112 - INTERIOR FLAT HEADER at 8-8"' U.N.O.
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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
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127 - SHOWER SEAT AT 18"x18"x20"
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK
140 - OVERHEAD CABINET
141 - REFRIGERATOR - OPTIONAL
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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
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� _� i �u N Z FLASHING FLASHING - 6 WIDE STRIP SELF ADHESIVE WINDOW FLANGE SET IN CONT O (n
W w = H FLASHING, CLEAN MASONRY _ BEAD OF SEALANT = 0
1 1/4" X6" SIMULATED 'r'' -i:�
Ljj
0' > _ � � DO NOT CAULK OR _ \ BEFORE APPLYING - VINYL FLANGE CASING BEAD U PROJECT NO:
Q _ A OPENING — _ _ :; — _ - W
SEAL WOOD TRIM MEMBER INSTALLED PER MFR Q
.a 1/2" (MIN) STUCCO FINISH WRITTEN SPECS (TYP) z
— / STUCCO TEXTURED PER COMMUNITY X (j
CMU 1 1/4" X 6" SIMULATED '' . I 1/2" (MIN) STUCCO FINISH W -
VINYL CASING WOOD TRIM MEMBER ; CASING BEAD SPECIFCATIONS ( DRAWN.
_ ' . y OMMUNITY MJP W
TEXTURED PER C a
SPECIFCATIONS <C
X CHKD:
BEAD (AM66-1250) --- 1/2" (MIN) STUCCO FINISH - -- -- - - 0
TEXTURED PER COMMUNITY �•
1/2" (MIN) TEXTURED SPECIFCATIONS SEAL GAP W/ CAULKING / Q TSD W
FINISH at MASONRY OR APPROVED SEALANT / . STUCCO O
STUCCO CASING BEAD STUCCO SIDING m o
O
0 u7
RAISED BAND at BLOCK CORNER BEAD at BLOCK SIDING TO STUCCO HORIZONTAL MATERIAL TRANSITION (FRAME TO BLOCK) Z `�
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SCALE: N.T.S. W U
2
Q
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1/2" (MIN) STUCCO CMU WALL W/ - CMU WALL W/ H
SELF ADHESIVE -OR- FLUID
APPLIED PAN FLASHING (CLEAN i
4 "STUCCO FINISH MASONRY BEFORE APPLYING)
FINISH TEXTURED 8 J CMU LINTEL 1!2" (MIN) STUCCO FINISH U
"GYP BRD OVER RE: STRUCTURAL) (RE: STRUCTURAL) (RE: STRUCTURAL) LL
PER COMMUNITY -_ ( _ EXTEND UP AT JAMBS (4"MIN) GYP BRD OVER 1�" GYP BRD OVER Q U'
SPECIFCATIONS b2" GYP BIRD OVER PRE -SHAPED STUCCO BAND T PRE -SHAPED STUCCO BAND I
1x2 TREATED _ 1x2 TREATED z
1
1x2 TREATED W/ SLP TOP INSTALLED PER FURRING
TREATED _ W/ INSTALLED PER MFR — _ (n
FURRING STRIPS --'` - MFR WRITTEN SPECS (RE: FURRING STRIPS --" FURRING STRIPS FURRING STRIPS
;x_
WRITTEN SPECS (RE: ELEV) PRECAST CONCRETE SILL at CMU WALL (TYP)- CONTINUOUS BEAD at CMU WALL TYP - CONTINUOUS BEAD
FLANGE CASING at CMU WALL (TYP) ELEV) at CMU WALL (TYP) OF SEALANT ( ) OF SEALANT >' REVISIONS: Q
SELF ADHESIVE -OR- FLUID SELF ADHESIVE -OR- FLUID PT 1x4 0
BEAD APPLIED FLASHING (CLEAN WOOD BLOCKIN APPLIED FLASHING (CLEAN 4e" BACKER ROD W/ SEALANT PT 1x4 SELF ADHESIVE -OR- SELF ADHESIVE -OR- 0 NO. Description Date
MASONRY BEFORE APPLYING) ME _...
PT 1x WOOD BUCK MASONRY BEFORE APPLYING) VINYL FLANGE CASING BEAD FLUID APPLIED PT 2x4 FRAME FLUID APPLIED -� W
GYP BIRD OVER INSTALLED PER MFR PT 2x4 FRAME ANCHOR FLASHING CLEAN ANCHOR FLASHING (CLEAN U)
l PT 1x WOOD BUCK VINYL FLANGE CASING BEAD VINYL FLANGE CASING BEAD ( Z
T. 1x2 TREATED WRITTEN SPECS (TYP) SHIM AS NEEDED MASONRY BEFORE MASONRY BEFORE - W
SHIM AS NEEDED INSTALLED PER MFR SHIM AS NEEDED INSTALLED PER MFR gpP�Y NG� SHIM AS NEEDED 2
FURRING STRIPS CMU STEMWALL W/ METAL DOOR FRAME APPLY NG� - - -- WRITTEN SPECS (TYP) WRITTEN SPECS (TYP) 1 I METALI DOOR FRAME U I =
at CMU WALL (TYP) 48" STUCCO FINISH W W
l 48" BACKER ROD W/ SEALANT �8" BACKER ROD W/ SEALANT (RE: STRUCTURAL) INTERIOR EXTERIOR INTERIOR EXTERIOR - - J
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR W 1-- -- U
a- W
CASING BEAD at WN WINDOW HEAD at CMU WINDOW JAMB at CMU WINDOW SILL at CMU DOOR HEAD at CMU DOOR JAMB at CMU Q �
o
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DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
PANEL: PANEL 1 RATING 150A 1tiILO MIN AIC RATING. 22,000.A
SERi/ICE: 120t24O . 1s -3W MOUNTING: SURFACE
DESCRIPTIONFILES:
LOAD
TYPE
8RK
CIRCUIT
NO.
PHASE
CIRCUIT
CIRCUIT
NO,
POLES
LOAD
LOAD
TYPE
04A,TER HEH,TER
F
2
C,
1
A
2
20
1
R
APPLIANCE GFI
3
B
4
20
1
R
APPLIANCE GFI
SYS. 1 CONDENSING UNIT
Al
2
30
5
4
6
20
1
L.R
GRE.",T ROOM
7
B
8
20
1
L.R
DINING
SYS 1 AHU
ki
2
L0
9
A
10
20
1
L,R
BED 2
11
B
12
20
1
L,R
BED 3
DRYER
F
2
30
13
A
14
20
1
L.R
BED 4
15
B
16
20
1
L,R
0A'NERS
CI EtJ RANGE
F
2
40
17
A
1S
20
1
L:R
GARAGE/EXTERIOR
19
B
20
20
1
1-
SPARE
REFRIGERATOR
F
1
20
21
A
22
20
1
-
SPARE
GARAGE DOOR OPENER
F
1
20
2:3
B
24
20
1
-
SPARE
DISHWASHER/DISPOSAL
F
1
20
25
A
26
20
1
-
SPARE
141ICR01,1�A. , EaH00D
F
1
20
2.7
B
28
20
1
-
SPARE
L.A.UPJDRY
R
1
20
29
A.
1 30
20
1
-
SPARE
ELECTRICAL LOAD CALCULATIONS
LOAD DESCRIPTION
CONNECTED
LOAD (VA)
DEMAND
FACTOR
FINAL LOAD
(VA)
GENERAL LIGHTING 3 VkFT2
13102
-
-
SMALL APPLIANCE
1500
-
SMALL APPLIANCE
1500
-
LAUNDRY CIRCUIT
1500
DISHWASHER
1500
-
WASTE DISPOSAL
800
-
WATER HEATER
4500
OVEN/RANGE
14900
-
-
MICROWAVE `HOOD
1000
-
REFRIDGERATOR
800
GARAGE DOOR OPENER
600
DRYER
5400
-
-
GENERAL LOAD
10000
100910
10000
GENERAL LOAD
30102
40%
12040.8
HEATING/AC 2.5 TONS + 3 kW)
6438
100%
)438
TO TAL S
46540
-
28479
120124OVSERVICEIFEEDER LOAD (A)
119
MAIN BREAKER (A)
150
SECi
a
2 a
J
I
VERIFY AC COND
LOCATION
W/ SITE PLAN
VP
AFI PH AFI
AFI
GFIIRR
_
ELEC PANEL
- - WP GFI
VERIFY AC COND
LOCATION
W/ SITE PLAN
1st LEVEL ELECTRICAL PLAN
1/4" = V-0" WHEN PRINTED ON 22"x34"
ELECTRICAL LEGEND
SINGLE POLE SWITCH
DOOR BELL BUTTON
3-WAY SWITCH
CHIME
DOOR BELL CHIME
t
GARAGE DOOR
4-WAY SWITCH
BUTTON
GARAGE DOOR
DDIMMER
SWITCH
OPENER
220 VOLT OUTLET
7�
GFCI DUPLEX OUTLET
,§
GFI
DUPLEX OUTLET
8
CEILING OUTLET
AFI
AFCI DUPLEX OUTLET
R
FLOOR OUTLET
®
SMOKE DETECTOR
6
JUNCTION BOX
JB
CARBON MONOXIDE
®
CARBON MONOXIDE &
DETECTOR
SMOKE DETECTOR
TELEVISION OUTLET
NETWORK OUTLET
TELEPHONE OUTLET
GARBAGE DISPOSAL
PANEL
SERVICE PANEL
m
SERVICE METER
M
WALL MOUNT LIGHT
FLOOD LIGHT
SINGLE SCONCE
DOUBLE SCONCE
`
STAIR LIGHT
STRIP LIGHT
®
BATH FAN & LIGHT
BATH FAN VENT TO EXT
COMBO - VENT TO EXT
CLOSET CASTER
CASTER
LIGHT
UNDER CABINET LIGHT
PULL CHAIN LIGHT
4y
KEYLESS LIGHT
<>
FLUSH MOUNT LIGHT
HANGING
HANGING LIGHT
HANGING PENDANT
_
MINIATURE PUCK
PNDT
LIGHT
LED FLUSH MOUNT
MINI
LIGHT
RECESSED EYEBALL
DISC LIGHT
FLUORESCENT LIGHT
LIGHT
FLUORESCENT LIGHT
El
RECTANGULAR
FIR
ROUND
PRE -WIRE FOR
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DocuSign Envelope ID. 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
DESIGN CRITERIA AND LOADS
Building Code
Florida Building and Residential Codes ,
71h 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 A ....................... _...............
Ca 1.60
ASCE 7-16, 3S GUST .....................................
139 MPH
BASIC WIND SPEED
EXPOSURE CATEGORY ...............................
C
BUILDING CATEGORY .............. .... ............
II
ENCLOSURE CLASSIFICATION .................
--ENCLOSED
INTERNAL PRESSURE COEFF ........................0.18
C&C DESIGN PRESSURES ...........................(SEE
TABLE 1)
FLOOR LOADING.. .............. . ... ......
.. -Cd = 1.00
TOP CHORD LIVE LOAD .............. ...............40
PSF
TOP CHORD DEAD LOAD .......... ...................10
PSF (TILE = 17 PSF)
BOTTOM CHORD LIVE LOAD ..........................
0 PSF
BOTTOM CHORD DEAD LOAD.......................5
PSF
SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00
TOP CHORD LIVE LOAD .............. ._. ............60
PSF
TOP CHORD DEAD LOAD ......... ....................10
PSF
BOTTOM CHORD LIVE LOAD ...........................0
PSF
BOTTOM CHORD DEAD LOAD .........
..........5 PSF
MAXIMUM FLOOR TRUSS SPACING...............16"
O.C.
DEFLECTION CRITERIA
LL / 240
ROOF TRUSSES .................... ... .._................
TL / 180
TL MAX 1" UP TO 40' SPAN
LL / 480
TL / 360
OPEN WEB FLOOR TRUSSES..__ ...............
ILL /480
TL / 240
WOOD I JOISTS ... .................... . ..................
TL MAX '/z"
LL / 360
BEAMS' ................... ...... ............... ...... _.....
TL/240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED Y4" DEFLECTION
2. MAX 16" O.C. FLOOR TRUSS SPACING BELOW GAME ROOM
3, ROOF TRUSS WIND DESIGN METHOD SHALL BE MWFRS
(DIRECTIONAL -OR- ALL HEIGHT) C-C HYBRID
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
ZONE DESIGNATION
IZ - Interior Zone (psf)
EZ - End Zone (psf)
0 - 20 ft2
+28.54 -30.96
+28.54
-38.22
21 - 50 ft2
+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)
1 ST FLOOR (nP)
END ZONE
DESIGNATION
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NnTFR 3 4
W z
STUCCO AND DIRECTLY
MIN 1V32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6" 24/16
of T
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
^
1-- f- N
(NOTE 6)
FIELD, 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
ww�
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ALL OTHER VENEER
15
MIN 2/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL R HORIZONTAL
/3z 3 ER O O
a Q
(NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
6" O.C. AT PANEL EDGES, 6" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
x C7 rn
TILE AND METAL ROOF
MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
= oa
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 4" O.C. AT PANEL EDGES AND
o
6" O.C. IN THE FIELD
LL
0 w
MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 Oz
SHINGLE ROOF
PERPENDICULAR TO SUPPORTS W/ RSRS-01 NAILS: 6" O.C. AT PANEL EDGES, 6"
O.C. IN THE FIELD.
FLOOR DECK SHEATHING:
23/37" 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 1V32" CATEGORY, USE RSRS-03 NAILS.
2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4, ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO
REDUCE SQUEAKING, RSRS-01 NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
6. 15/2" 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 /6 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
7. 1V32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, 1V32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
9. ROOF DECK SHEATHING HAS BEEN ENGINEERED TO RESIST ASCE 7-16 WIND LOADS IN ACCORDANCE WITH FRC R301.2.2.1
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
NOTES 1, 2, 3, 411 PRESSURE TREATED LUMBER
DIAMETER
LENGTH
8d COMMON
0.131"
2-%"
RSRS-01
0.113"
2 %"
RSRS-03
0.131"
2-'/2"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-%"
16d SINKER
0.148"
3-'/4"
16d COMMON
0.162"
3-'/2"
NOTES:
1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
BEFORE APPLICATION OF PROTECTIVE COATING.
3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER,
4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
PRESERVATIVE
FASTENER TYPE
ACZA
STANDARD CARBON STEEL
SODIUM BORATE (NOTE 1)
STAINLESS CONNECTORS AND
FASTENERS REQUIRED.
CONNECTORS MUST HAVE
Z-MAX, G120 OR TRIPLE ZINC
ALL OTHER PT
COATED FINISH.
(INCLUDING ACQ & MCQ)
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
NOTES:
1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
CONCRETE AND FOUNDATION NOTES
1- CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 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. 3. 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
, II SIDS SCREWS
8 /, X 1 /z
8 , „ x 1 %" WS15-GC
( )/.
DTT2Z
IN STUD'/2" 0 X 4'/V
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'/z"IN
(18)0.162"x2'/z"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)
�8" 0 x 6" EMBED ANCHOR
§8" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(26) 0.162" x 2 '/z" IN
(26) 0.162" x 2 '/2" IN
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MS TA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
§8" 0 x 6" EMBED ANCHOR
48" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)'/4" x 3" SIDS SCREWS
(24) 3" WS IN STUD
HDQB SDS3
IN STUD GROUP
U G
PHD8
GROUP � " 0 x 12" EMBED
e
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
7Y8" 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 '/z" IN TRUSS
(7) 10d x 1 M!" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) %" x 2 '/;' TITEN
(5) '/;' x 2 '/:' TAPCON IN
SCREWS IN MASONRY
(11) 10d x 1 '/2" IN
MASONRY
(11) 10d x 1 '/z" IN
(8) 10d x 1 '/2" IN TRUSS
(9) 10d x 1 '/2" IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(11) 10d x 1 %" IN
(11) 10d x 1 '/2" IN
STUD
(12)10dx1 %" IN
STUD
(8) 10d x 1 1/2" IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAFTER
NOTE 6
( )
4 " x 7" EMBED EPDXY
a 0
§ " 7" EMBED
a 0 x BED EPDXY
1 1 1 IN
2 Odx h
4 4 x 3" WEDGE BOLT
( ) /
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STUD
(5) 8d x 1'/z" IN
OR EQUIVALENT IN STUD
(5) 8d x 11/2" IN
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
4 " 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'/z" IN
RT7AT
' (5) 8d
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
(5) 10d x 1'/z" 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'/2" IN
TOP PLATE
(5) 10d x 1'/2" IN
TOP PLATE
(16) 10d COMMON TO
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
LGT2
TRUSS/RAFTER
LUGT2
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
(7) W x 2 %" TITEN
(5)'0" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
(26) 16d SINKER
OR EQUIVALENT
(28) 16d SINKER IN WALL
(22) 16d COMMON IN
(22) 16d COMMON IN
HUC212-2
HEADER
HD212-21F
HEADER
LGT3
IN WALL FRAMING
LUGT3
FRAMING
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(12) SDS ''/4" x 2 '/2"
(12) WS25 ''/4" x 2 ''/s"
(4)'Y4" x 1 %" SIDS SCREW
(4) %" x 1'/2" WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)'/4" x 3" SIDS SCREWS
HGA10
(4) %" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS'W x 1 '/2' SCREWS
(4)'W x 1'/2' WS15 SCREWS
HGAM10KT
IN TRUSS/RAFTER
'W
HGAM10KT
IN TRUSS/ RAFTER
(4)'/4" x 13/4" WEDGE BOLT
(4)x 23/4" TITEN SCREWS
OR EQUIVALENT IN
IN MASONRY
MASONRY
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 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'/z' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
''/4" 0 x 2 %" 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.
� LU_w
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LEGEND
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"OR" SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL
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FOR
ENGINEER OF RECORD
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OSB
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SOUTHERN YELLOW PINE
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1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO.
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2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4" WIDE
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PROPERLY RATED OPEN WEB HEADER
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INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS
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1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN
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NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD
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NON -BEARING HEADER FRAMING KEYNOTE
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 Z
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NUMBER OF KING STUDS EACH SIDE OF OPENING
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NUMBER OF PLIES IN HEADER
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THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO.
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CONCRETE SLAB W/ 6x6
W1.4 x W1.4 WWF OR
FIBERMESH
- 11II 1 L- 1 -- -
EXISTING EXTERIOR CMU
MIN. 3" EDC
STRIP OF WWF FROM F.F.E. TO
1 MIN. 6" BELOW GRADE. WWF TO
EXISTING FOUNDATION FACE w/
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8" CMU WALL OVERHANGS LESS THAN 1"
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WHERE NEEDED
MIN. 3" EDGE DI
STRIP OF WWF FROM F.F.E. TO
BOTTOM OF FTG. WWF TO
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TING 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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(MAX 20„
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CMU STEMWALL MONO LITHIC SLAB
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CAST -IN -PLACE FOOTING SPECS ---
1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT
2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
2 STEMWALL SECTION
1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
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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
ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
(1) #4 OR #5 CONT.
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ARCH PLANS
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12" MIN
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ON FND PLAN
3'/z" CONCRETE SLAB W/ 6x6
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*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1"
FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG
DEPTH EXCEEDS 28".
IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS
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• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 vi
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PROJECT NO W
CONCRETE SLAB W/ 6x6 O
--- 2021.014963
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TYPICAL REINFORCING
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CMU/METAL CONNECTOR ENGINEERING
DocuSign Envelope ID: 944B87A4-AS83-4B43-886B-F48BO5ABCOB7
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8'-0" 4'-5" T-5" 6'-8" 6'-8" 6'-8" 5'-0" 6'-8" 6'-8" 6'-8" T-0"
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1ST LEVEL DOWEL PLACEMENT PLAN
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GENERAL MASONRY NOTES DC1
ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END.
LINTELS
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OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211
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1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N
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• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C.
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signed and sealed by Justin M Lanier,
• SECOND LEVEL WALL STUDS STRAPPED TO FIRST
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WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C.
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not considered signed and sealed
(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)
and the signature must be verified
FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1
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by a 3rd Party Certificate Authority
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CMUIMETAL CONNECTOR ENGINEERING
DocuSign Envelope ID. 944B87A4-AB83-4B43-886B-F4E305ABCOB7
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1st LEVEL FRAMING PLAN
1/4" = 1'4' WHEN PRINTED ON 22"04"
TRUSS FRAMING GENERAL NOTES
SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES o
• DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED >
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BY BUILDER
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UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, N
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• REFER TO COMPONENT MANUFACTURER'S LAYOUT FOR
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• ALL RAFTERS TO BE MIN 2x6 N0.2 SYP @ 24" O.C. MAX.
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CMUIMETAL CONNECTOR ENGINEERING
DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
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
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 1 " 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
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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
g" PARTIALLY GROUTED
Hnll
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
2x_ NO. SPF OR BETTER @ MAX 16" O.C.
PER STRUCTURAL PLAN,
SHEET ST-3
OR ST-2A (IF APPLICABLE)
BOTTOM PLTANCHOR
'/z' THREADED ROD ANCHOR W/ MIN 4"
EMBED W/ NUT & WASHER IN SIMPSON
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ADHESIVE @ MAX 48" O.C.
OR
'/z' WEDGE BOLT W/ MIN 4Y2' EMBED W/
WASHER @ MAX 48" O.C.
xx
BOTTOM PLATE ANCHOR NOTES
'EACH SILL PLATE SHALL HAVE A MIN.
OF (2) BOTTOM PLATE ANCHORS.
• INSTALL ANCHORS WITHIN 12" OF EACH
END OF SEGMENT (BUTT JOINTS).
INTERIOR LOAD BEARING WALL
g I I PROVIDE DOWELS TO MATCH
b I I VERTICAL WALL
Z REINFORCING W/ MIN 30" LAP
g (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
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FOR MISLOCATION 1 "<X<1
3/4" BETWEEN TOP OF WOOD PANEL
FASTEN 2x6 NO. 2 SYP SHIM
#5 CONT.
AND CENTER OF FASTENERS,
TO TRUSS W/ MIN (10) 10d
(1) #5 BAR CONT.
MIN '%2" EXPOSURE 1 PLYWOOD RIM @ RAISED
FOR MISLOCATION 1 Y -' <X
HEEL TRUSSES INSTALLED WITH LONG
INSTALL NEW MASONRY TWIST
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DIMENSION PERPENDICULAR TO TRUSS END
STRAP TO INSIDE F�4CE
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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:
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
(1) #4 OR #5 BAR AT CORNERS
WITH MIN. 25" LAP
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.
STEP DOWN TIE -BEAM
DIST. FROM DOOR JAMB
MIN. SCREW
DIST FROM DOOR JAMB
MIN. SCREW
/ WINDOW TO BLOCK
LENGTH
/ WINDOW TO BLOCK
LENGTH
OR 1%4"
PER MANUF.
3"
5"
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115/6
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3-3"
61,
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TITEN OR TAPCONS SCREWS SEE TABLE
ABOVE FOR LENGTH:
• (2) ROWS'/<" DIA. @ 30" O.C. STAGGERED
• (2) ROWS %s' DIA. @ 24" O.C. STAGGERED
DOOR JAMB OR WINDOW ATTACH TO
1x_ PER MANUFACTURER'S DETAILS
DISTANCE FROM BLOCK TO DOOR
JAMB OR WINDOW, SEE TABLE
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ABOVE (SHIM AS NEEDED TO
PLUMB JAMB, DO NOT EXCEED '/a")
1x_ PT NAILER
BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY
1 x_ OR d OSB MATERIAL MAY ATTACH TO WALL
DRYWALL
8" CMU WALL
TYPICAL DOORMINDOW JAMB TO BLOCK
(TYPICAL FOR ALL MASONRY OPENINGS, UNO)
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DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7
\ UPLIFT CONNECTION PER —-
TYPICAL WALL SECTION
1` 7914j
MOISTURE BARRIER • 1. TYPICAL PORCH
BY OTHERS CEILING BOARD PER l
PLAN. SEE TABLE 2; o/
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)
TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING
BETWEEN TRUSS TOP CHORDS W/
(3) 10d COMMONS EACH END
FASTEN 2x6 NO.2 SYP—
DIAGONAL BRACE TO
BLOCKING w/ (6)
1 Od COMMONS
2x6 NO.2 SYP DIAGONAL BRACt -,
SEE PLAN
• UP TO 8FT SINGLE 2x6 ONLY
• UP TO 20 FT, 2x6 W/ 2x6 T-BRACE
FASTEN 2x6 NO.2 SYP
"T-BRACE" TO DIAGONAL BRACE
w/ 10d COMMONS @ 3" O.C.
ROOF DECK
ROOF TRUSS
OR RAFTER
SUB FASCIA
MOISTURE BARRIER
BY OTHERS
MASONRY LINTEL
PER PLAN
BLOCK PANEL EDGES
WITHIN 4'-0" OF GABLE
TRUSS (EDGEWISE
FASTEN ROOF DECK TO
OR FLATWISE) FRAMING @ 3" O C ON
EDGE, 6" O.C. IN FIELD
WITH RSRS-01
ROOFDECK�
2x4 SYP OUTRIGGER @ 24" O.C.
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CLIP TO GAB O OR
2x4 NO.2 SY(P BLOCKING BETWEEN
PROVIDE PANEL OUTLOOKERS. FASTEN EACH
EDGE BLOCKING FOR BLOCK TO ROOF DECK WITH 8d
NON -DROPPED GABLE COMMON @ 3" O.C.
l—GABLE TRUSS
8'-0" OR AS SHOWN ON PLAN
FASTEN (1) SIMPSON HGAM10 BRACE CONNECTOR
FROM DIAGONAL BRACE TO CMU
MOISTURE BARRIER BETWEEN MASONRY
AND NON -PT LUMBER BY OTHERS
GABLE ANGLE BRACING DETAIL (V
1) MAX. TRUSS SPACING = 24" O.C.
2) OUTLOOKERS, BLOCKING & CLIPS MAY BE OMITTED FROM
OVERHANG PORTION OF DETAIL FOR NON -DROPPED GABLE
TRUSSES W/ 9" OR LESS OVERHANGS.
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/
2
META20 @ 48" O.C. W/ MIN (7) 10d x 1-%"
(NOTE: IF META20 IS IMPROPERLY
INSTALLED, ATTACH TRUSS TO BOND
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BEAM W/ HTSM20 OR MSTAM36)
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/ HGAM10)
2021 V1.0
8'-1" ABOVE
F_FE
TOP OF
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6-1" ABOVE
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4'-9" ABOVE _
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2'-9" ABOVE
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2x6x12 PT
CENTER BUCK
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2x6 PT BUCK EACH SIDE OF OPENING
PROVIDE (5) 4e" DIA. J-BOLT OR LARGE
DIAMETER SCREW ANCHOR w/ 5 '/2"
EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 ''Y" x 416"
0'-9" ABOVE THICK WASHER w/ EACH ANCHOR.
F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.)
TOP OF
CURB -- _
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GARAGE DOOR JAMB DETAIL
#5 CONT.
(1) #5 BAR AT CORNER
W/ MIN. 25" LAP
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FILL BOTH LINTELS SOLID
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CORNER TO BE TEMPORARILY
SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
TOP OF WALL
SEE PLAN
TOP OF FINISH
VERTICAL BARS TO EXTEND TO
TOP OF WALL AS SHOWN. MIN
6" BEND INTO BOND BEAM
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SOLID FILLED & REINFORCED
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1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER (UNO).
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3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS
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SCAB BRACE FASTENED TO
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SINGLE TRUSS BRACING Printed copies of this document are
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1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL LO
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