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ARCHITECTURAL
SHEET NO.. SHEET NAME
— -------- ------ - - — — --- - --------------------------------- ------- - ----- -- — -- ---- --- - ----- ------------------- -
AOOO
- ---------------
A110
ARCHITECTURAL GENERAL NOTES
- ----- - ---- - -------- - -- - ----- --- - - ----- - - --------------------- ------------ -- - ------------------------------------- - - --- ---------------------- - - -- ---
1st LEVEL FLOOR PLAN
A200
ELEVATIONS
A400
WALL SECTIONS
A500
IDETAILS
A501
A502
DETAILS
— - - - ------ - - -- -- - ----------------
DETAILS - IF APPLICABLE
I
SHEET NO. SHEET NAME
........-— ----------------- - ----------- - --- - --- ----------------------------- ...............
--- -- - ------ - --------..I....-........--..-.......-.........---.---------
ST-1
- — --
ST-2
STRUCTURAL SPECIFICATIONS
- ------------------ - --------------------------------------------- — - --- - - - - - - - --- ---- --------- -- - ------ - - -------- - --------- - ------------------ --------------- - - ----------------------- --------------
FOUNDATION PLAN
ST-2. D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
ST-3A
1st LEVEL ROOF FRAMING PLAN
ST-5
--------- — ------- ---
ST-6
TYPICAL WALL SECTIONS
--- - - ---------- - ----- - ------- --- ---- - — - - - - --- ------- ------------------------ - -- - - -------------------------
ISECTIONS AND DETAILS
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Abbott Park, LOT 054=03-A I
ELECTRICAL
SHEET NO. SHEET NAME
------ ------ — — ------------------------------- --- ------------------ — - - - - ----------
E100 1st LEVEL ELECTRICAL PLAN
3RK $MALL 0 N-APLY WITH PREVAILING
FLOROA RUiLrJING COM
NAL ELECTRIC MOE,
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REVIEW DATE
CITY OF ZEPH,7YR LS
PLAN EXAMINE RW4-Z-3-"20
THE PROJECT SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES
FL BUILDING CODE - RESIDENTIAL: 2017 FL BUILDING CODE - FUEL GAS: 2017
FL BUILDING CODE - PLUMBING: 2017 NATIONAL ELECTRIC CODE: 2014
FL BUILDING CODE - MECHANICAL:
2017 FL FIRE PREVENTION CODE: 2017
FL BUILDING CODE - ENERGY CONSERVATION: 2017
OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: V6
WIND ZONE: SEE ST-1
ZONING CODE:
PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656,
ZONING CODE FOR RESIDENTIAL DISTRICTS, INCL MAX BLDG HGT OF 35'
VOLUMES
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ELECTRICAL RISER DIAGRAM
OPTIONAL OVERHEAD
SERVICE SAME AS
UNDERGROUND 150 OR 200
AMP SERVICE
METERMAIN
DISC
150 OR
200 AMP
FOoter
b ,U
Re -Bar (sized—,
according to
foundation plan)
A'
#4 awg CU bare w/ 10' stubbed
outside of slab at service o
location. Connect to footer steel
w/ (2) ground clamps 5' apart ......,
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UFER GROUND DETAIL
N.T.S.
150 = #1 Copper or 2/ 0 Aluminum
200 = 2 /0 Capper or 4 /0 Aluminum in 2"
Conduit. A/C DISCONNECT
#12 COPPER TO APPLIANCES AND GFI
TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
-- #8 COPPER TO RANGE
- - #6 COPPER TO HVAC
N.T.S.
-- #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
�1 A) APPROVED GROUNDING ROD WITH MINIMUM & 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
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AFCI PROTECTION
• CARBON MONOXIDE PROTECTION PER FLORIDA
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
GFCI-PROTECTED
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
• PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
• PER NEC SECTION R314.3 AND R315.1 SMOKE
DETECTORS TO BE INSTALLED INSIDE EACH
SLEEPING AREA
• ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
INSTALL; KiDDE MODEL # 14618A SMOKE ALARM, OR
APPROVED EQUAL
• PROVIDE GAS DROPS AS PER COMMUNITY ONLY
• JUNCTION BOX AT WATER HEATER, RANGE AND/OR
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
PROVIDE APPROPRIATE RECEPTACLE PER
APPLIANCE
• ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
• PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT
LESS THAN 30" DEEP AND 30" WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY
APPLIANCE
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
LAY
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
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
RAFTER. REFERENCE WALL SECTIONS/DETAILS
FOR ALL OVERHANGS NOT DIMENSIONED.
• ALL UNDERLAYMENT MUST BE INSTALLED IN
COMPLIANCE WITH FBC R501.1.1
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS
ROOF VENT CALCULATION
FORMULA---
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
OF CEILING
*144 SQ. IN. = 1 SQ. FT.
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50%
AT LOW.
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
THAN 50% OF VENTILATION MUST BE PROVIDED BY
VENTILATORS LOCATED NO MORE THAN T-0" BELOW
THE RIDGE OR HIGHEST POINT OF THE SPACE
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE)
(a) OFF RIDGE VENTS - STAMPCO Wt 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
• 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 R703.8
• 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 A 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
4INCHES (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
• 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
Wt MIN 1/2" GYP BOARD
• PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION
WHERE THERE IS USEABLE SPACE BOTH ABOVE
AND BELOW THE CONCEALED SPACE OF A
FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED
SPACE DOES NOT EXCEED 1,000 SQUARE FEET.
DRAFT STOPPING SHALL DIVIDE THE CONCEALED
SPACE INTO APPROXIMATELY EQUAL AREAS AND
INSTALLED PER FBC R302.12 & R302.12.1
• 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
• 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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101 - 2x6 WALL
102 - DOUBLE WALL (2-2x4 U.N.O.)
103 - 42" HIGH HALF WALL WITH CAP
104 - DOOR HEIGHT DIFFERS
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105 - INTERIOR FLAT HEADER at & U.N.O.
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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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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
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111 - ATTIC ACCESS - SIZE AS NOTED
112 - INTERIOR FLAT HEADER at 8-8"' U.N.O.
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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.Q. 5'-0 "Y4"
124 - GARDEN TUB - SIZE AS NOTED
125 - TEMPERED GLASS SHOWER ENCLOSURE
126 - TEMPERED GLASS SHOWER ENCLOSURE
ON 42" H 1/2 WALL w/SLP TOP
127 - SHOWER SEAT AT 18"xl8"x20"
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK
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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
180 - EXTERIOR HEADER
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Florida Building and Residential Codes ,
6t-'� Edition (2017)
Code for Design Loads
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE. ..............
20 PSF (PER FRC)
BASIC WIND SPEED
SPECIAL FLOOR (GAME ROOM) LOADING .... C, = 1,00
DEFLECTION CRITERIA
LL1240
TL MAX 1" UP TO 40'SPAN
NOTES:
1� PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WALL
ABOVE SHALL NOT EXCEED %''DEFLECTION
WINDOWS AND DOORS
EFFECTIVE
WIND A EA
RE
ZONE DESIGNATION
IZ - interior Zone (ps�
EZ - End Zone (ps�
VINYL SOFFIT MAX PRESSURE (psf)
+28.6
-38.3
GARAGE DOOR PRESSURE
+21.7
-24,6
END ZONE KEY MAP.
EN[ZONE: END ZONES SHALL BETAKEN
AGTHE 1ST4_O'PERFIGURE R3O1.3(7)
END ZONE
| DESIGNATION
ly
WHO** 712FIA,
�4 0
TILE ROOF
MIN'V32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
0 z
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
LL < (:)
0 LU Z
SHINGLE AND METAL ROOF
MIN �46" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O_C_ AT PANEL EDGES, 12"
FLOOR DECK SHEATHING:
"/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 1114" LONG SCREWS @
NOTES:
1 FOR SHEATHING THICKNESS GREATER THAN '%2'CATEGORY (32/16 SPAN RATNG).USE 1OdRING SHANK NAILS |NLIEU OF8dRING
SHANK NAILS. (O14O''x3''LONG).
z- ZIP SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
3. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF.SPECIFICATIONS.
4. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TOHELP
REDUCE SQUEAKING, 0dRING SHANK NAILS OROdSCREW NAILS ARE RECOMMENDED.
5.`.'/32''PLYWOOD !G&WARRANTY LIMITATION COMMON TDTILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, '%2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
O. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM,
CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
TABLE SIZE LEGENDTAFASTENERS
NOTES 1, 2 3 4 PRESSURE TREATED LUMBER
NOTES:
1 INSTALL 1OdNAILS UNLESS OTHERWISE SPECIFIED.
2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
SHALL CONFORM T0THE NOMINAL SIZES SPECIFIED !NA8TN
F1007. NOMINAL DIAMETER SIZES APPLY TOFASTENERS
BEFORE APPLICATION OFPROTECTIVE COATING.
3. WHEN ABORED HOLE |8REQUIRED TOPREVENT SPLITTING OF
AWOOD DUE TOFASTENER PENETRATION, THE BORED HOLE
SHALL NOT EXCEED 75%OFTHE NAIL ORSPIKE DIAMETER.
4. THE NOMINAL DIAMETER AND LENGTH OFTYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AGLISTED |NTABLE 4.
PRESERVATIVE
FASTENER TYPE
ACZA
STANDARD CARBON STEEL
SODIUM BORATE (NOTE 1)
STAINLESS CONNECTORS AND
FASTENERS REQUIRED.
CONNECTORS MUST HAVE
ALL OTHER PT
Z-MAX, G120 OR TRIPLE ZINC
(INCLUDING ACQ & MCQ)
COATED FINISH.
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 TOEARTH DRWEATHER AND HAVE BEEN PROVEN
TOBENON-CORROSIVE T0CARBON STEEL FASTENERS.
CONCRETE AND FOUNDATION NOTES
1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTmGS~2.5OOPSI AT28DAYS (UN{).
2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB =2.580PSI AT20DAYS (UN[).
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 ATALL REENTRANT CORNERS.
5. F|8ERMESH}OANACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE VVYVF. FIBER LENGTHS SHALL 8E%^TO2^|NLENGTH.
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 A8TMC1110. THE MANUFACTURER ORSUPPLIER SHALL PROVIDE
CERTIFICATION OFCOMPLIANCE WHEN REQUESTED BYTHE BUILDING OFFICIAL.
0. MASONRY 8TEMVVALLAND 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. |T|STHE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TDCONFIRM THESE ASSUMPTIONS.
8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL. WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OFSUBTERRANEAN TERMITES.
8. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD |FTHIS CONDITION EXISTS,
10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
CONTACT EOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN VAIVF OR FIBERMESH ARE INCLUDED
WITH CONCRETE WORK.
11 DONOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DONOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS 0RFRAMING PLAN. |FFOOTING SIZE ORLOCATION |8NOT DETERMINATE FROM USE DF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OFRECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
1 ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TP1 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA |GLOCATED ONSHEET 8T-1OFTHE PLAN SET. TEMPORARY BRACING SHALL BETHE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
2. TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
NAMING CONVENTION OFTHE LAYOUT SHOWN HERE.
3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
4 TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
OFTHE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. A8SUCH, THE REPORTED UPLIFTS ONTHE TRUSS SHOP DRAWINGS
MAY 8EDISREGARDED.
5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.SEE DESIGN CRITERIA,
THIS SHEET,
CONNECTORTABLE 7: METAL
NOTEG2. 14
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOWARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
LISP
LISP FASTENERS
SIMPSON
SIMPSON
FASTENERS
USP
USP FASTENERS
DTT2Z
IN STUD Y2" 0 X 4 Y2"
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 1 Od
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
% 0 x 4%." EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREWANCHOR
EACH END
(NOTE2)
§8" 0 x6" EMBED ANCHOR
0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
�8" 0 x 6" EMBED ANCHOR
0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
HDQ8-SDS3
IN STUD GROUP
PHD8
GROUP-1/8" 0 x 12" EMBED
MSTA36
(13) 1 Od COMMON
MSTA36
(13) 1 Od COMMON
0 x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END
ANCHOR IN CONCRETE
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) W' x 2 %" TITEN
(5) Y4" x 2 %" TAPCON IN
SCREWS IN MASONRY
MASONRY
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 I Y2" IN
(11) 1 Od x I %" IN
STUD
STUD
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSSIRAFTER
HTWM20
TRUSS/RAFTER
STUD
OR EQUIVALENT IN STUD
ABU66
%" 0 x 7" EMBED EPDXY
PAU66
§8" 0 x 7" EMBED EPDXY
H2.5T/
TRUSS
RT71
TRUSS
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
TOP PLATE
HUC48,
HEADER
HD481F,
HEADER
HS
TRUSS
RT8A
TRUSS
HUC28-2
HD28-21�
TOP PLATE
TOP PLATE
H UC41 0,
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAFTER
LGT2
LUGT2
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
OR EQUIVALENT
HEADER
HD212-21F
HEADER
(10) 10d COMMON IN BEAM
(10) 10d COMMON IN BEAM
LGT 3
IN WALL F RAMING
LUGT3
FRAMING
(4)%" x 1 W SDS SCREW
(4) Y4"x1Y2" WS 15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
IN TOP PLATE
IN TOP PLATE
SDWC14500, SDWC15600
NO USP EQUIVALENT
HGAM10KTA
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
L_
IN MASONRY
OR EQUIVALENT IN
MASONRY
NOTES:
1 REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING G|MPGON2O17-2O18CATALOG. PRODUCTS MAY BESUBSTITUTED WITH EQUAL 0RBETTER APPROVED ALTERNATES,
3. REFER TOG|MPGONCATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 21/2'LONG, WITH EQUIVALENT DIAMETER TOCOMMON NAILS SPECIFIED ABOVE MAY BEUSED FOR
ABUPOST BASE ANCHORS. C81O.AND MGTAFLAT STRAPS.
8. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4'0x2�/�^TITEN8ILO 10d.CONCRETE REQUIRES EQUIVALENT NUMBER OFX;'0x1'/4'T|TENSILO 1Od.
1 ALL MASONRY UNITS SHALL HAVE f m = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT ATEVERY OTHER COURSE,
3 SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4 ALL GROUT TOMIXED PER ASTMC4T0STANDARDS. fo=250OPG|
5. VERTICAL WALL REINFORCING TO8EA8TMAO15GRADE OOREBAR
0. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO8E25"
7 VERTICAL REINFORCING T0HAVE 1O^STANDARD HOOK INTO BOND BEAM. DOWEL TOHAVE 1O''STANDARD HOOK INTO FOOTING.
8 PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9 PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
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• DIMENSIONS ARE APPROXIMATE, MAX O.C. SPACING IS 61-8" O.C.. U.N.O.
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L.L./5 D.L. *2 SYP
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 MASONRYICONCRETE
wl 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:
2x6 ...................................(4) 12d COMMON
2x8 ... ........ ................. (6) 12d COMMON
2x10 ...... __ ...... .............. . (8) 12d COMMON
2x12 ................................ . (10) 12d COMMON
LEDGER TO CMU (W/ 31' TAPCON OR TITEN):
PT 2x6.......(2) ROWS Y4" 0 @ 24" O.C. STAGGERED
PT 2x8.......(2) ROWS,'/4" 0 @ 16" O.C. STAGGERED
PT 2x10.....(2) ROWS %" 0 @ 8" O.C. STAGGERED
PT 2x12.....(2) ROWS 1/4" 0 @ 6" O.C. STAGGERED
FLOOR FRAMING LEDGER TO WOOD JM_N�AILS
2x6 .......... ........................ (3) 16d COMMON
2x8 ...... .............. ............. (5) 16d COMMON
2x10.. ........ ...................... (7) 16d COMMON
2x12 ....... __ ............. - ....... (9) 16d COMMON
FLOOR FRAMING LEDGER TO WOOD (W/ SCREWS)�
PT 2x6 ... .............. __ ....... - ... (3) Y,," x 4-%" LONG #14 WOOD SCREWS
PT 2x8 ...................................(5) Y4" x 4-1/2" LONG #14 WOOD SCREWS
PT 2x1O..... .............................(7) 1/4" x 4-1/2" LONG #14 WOOD SCREWS
PT 2x12 .................................(9) W' x 4-1/2" LONG #14 WOOD SCREWS
4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE
BRACING DETAIL IF PORCH SHEATHING DETAIL IS
PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7.
5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF
THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT
PERMITTED AT THIS LOCATION
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• EVERY OTHER STUD TO TOP PLATE
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• EVERY KING STUD TO TOP PLATE
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• EVERY OTHER STUD TO BOTTOM PLATE
W/ SPI OR SPT22 OR SDWC15450
• EVERY KING STUD TO BOTTOM PLATE
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2x— NO. SPIF OR BETTER @ MAX 16" O.C.
Y2" THREADED ROD ANCHOR W/ MIN 4"
EMBED W/ NUT & WASHER IN SIMPSON
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BOTTOM PLATE ANCHOR NOTES
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,INSTALL ANCHORS WITHIN 12" OF EACH
END OF SEGMENT (BUTT JOINTS).
INTERIOR LOAD BEARING WALL
EXTERIOR WALL
TYPICAL WALL SECTION AT FOUNDATION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS)
8" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
PER STRUCTURAL PLAN,
SHEET ST-3
OR ST-2A (IF APPLICABLE)
PROVIDE DOWELS TO MATCH
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DRILL AND EPDXY DOWEL OF
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EMBEDMENT IN MONOLITHIC,
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THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
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1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO. 2 SYP FASTENED W1 (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.
2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT.
3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x— NO 2 SYP PT.
4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN.
5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
T FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A
8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION.
9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS-
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