HomeMy WebLinkAbout5617 5 Stt
LEVEL TWO
11' 4 3/4" WALL WEIGHT
LEVEL TWO
9' 4 3/4"/-1, FINISH FLOOR_ ^
��- GARAGE
WALL HEIGHT _
0'0" 0 FINISH FLOOR_ —
1' 4"
12
5
R545 HARDI BIDING
DEGORATIVE CEMENTITIOUS FINISH : . • ...
FRONT ELEVATION 1/411 = 11 01'
RIGHT ELEVATION 11411 _ 1, Ofl
1' 4"
1/2" A301 ALL THREAD ROD LOCATIONS WITH
EXPANSION (1/2"B0LT SIZE) AT TOP OF WALL
ONE. USE 1/2" COUPLING NUT TO SECURE ROD
OR DRILL 4" HOLE IN TOP OF WALL AND USE
STRUCTURAL ADHESIVE OR A EQUAL EPDXY
ROD IN HOLE, ROD TO EXTEND THROUGH TOI
1/2'X2"X2" SQUARE WASHER AND NUT AT TOP.
AT EACH SIDE OF OPENINGS, CORNERS AND
MAXIMUM b'O" OC
24' 0"
LEVEL Two FLOOR FLAN 1 /4" = 1'0"
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
N
_A,' n"
LEVEL ONE FLOOR PLAN 11411 = 1' 0".
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
APPROVED PRODUCT LIST
ALLWO'RK,8k1A1.1 "OMPLY WITH, p CODES F11-ORIDA UILCING CODREVAIL
NATIONAL ELECTRIC CODS E.
AND THE CITY
ORDINANC ' �7T HYRI111 Lq
STATE OF FL.
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL
STRUCTURAL COMPONET HIO SIMPSON FL 1044b
12
SIMPSON FL fl4'13
STRUCTURAL COMPONET HETA20
STRUCTURAL COMPONET U26 SIMPSON FL i0531
4 STRUCTURAL COMPONET LINTEL HEADER CAST CRETE CORP FL 158.1
7=11I' 4"
13 C3
ROOFING ASPHALT GAF SINGLES ALL FL 10124.1
ROOFING UNDERLAYMENT GAF FL 10(o26.1
SINGLE HUNG
WINDOWS PLYGEM 1500 FL 16103.1
RS45 HARDI SIDING NON IMPACT
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- SOFFIT t FASCIA RIM SOFFIT G N GONSTR T N METALS FL 120IS. I
- T AMET1 A UC IO
- -- -- -- -- -- -- -- -- -- --- -- -- -- -- -- -- -- -- - - - --- ------ - - -- -- -- -- --
F 15220,(o
.. .. ... .. . .. .. . .. .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... , . .. ... .. .. ... :. ... . ... .. EXTERIOR DOORS SINGLE SWINGING PLAST PRO L
O RS E N iNG
WALL SIDINGAR BOARD F EXTERIOR H L 13223.2
® .. SIIDINGA
: . .. .. EXTERI
OR DOORS GARAGE S'2" TO Io�2" GLOPAI' FL 56843
DECORATIVE CEMENTITIOU6 FINISH' VENTILATION ATTIC VENTS FLORIDA METAL FL 21580.1
' DECORATIVE CEMENTITIOUS FINISH
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD. FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
REAR ELEVATION 1/411 = 1, 011
LEFT ELEVATION 1/411 = 1, O11
1 .LANSOI
I HEREBY� Tky
UJERE PR '�
ARE IN COI I
FLORIRA SU
FOR 139 MPH EUIN
2020 BUILDING CODE
EjSr 0. 38654
it 33526
+gym
WAND SPECIFICATIONS
1MY DIRECT SUPERVISION
16, SECTION 1609 OF THE
TH EDITION AND ASCE -1-10
..ATEGORY II AND THE ENTIRE
IAL '1 TH EDITION
4
■
1
M
N
Lo
ch
cf)
I -I
Q
0
0Inz
LL
V
V
z
t,7
U F`
0
W
N
Q
W
V) 0
04
J
M
(L
0
U'
aci
CIQ
oo LL.
0
V)
co
M
0
I.n
�.
o
X.
m
z
um
z
m UI
�qIL
WLU
Z
ILL (3
Q�z
7
z�
o�
U
z
LU
�W
w
.d1
C,
LA
= — m
PIS
101=3
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE
1TH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL -1TH EDITION.
T,L, HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2020 FLORIDA
BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301.2.1.1, AND 2020 FLORIDA BUILDING CODE
1TH EDITION SECTION 16OS
COMPONENT t CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT $ EXPOSURE ADJUSTMENT
COEFFICIENT • LO
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
ALL OTHERCOMPONENT
BUILDING
ROOF OVERHANG
ZONE
LOADS
LOADS
I
N/A
+32.3/-35,3
2
405.1
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35,3/-38.2
5
N/A
+35.3/-41.2
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS E SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615, LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR OF, REBAR, 30" FOR "6 REBAR d 35" FOR 41 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-130
AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I,
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR "5 REBAR, 30" FOR "6 REBAR t 35" FOR 01 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S,I. (WHEN TESTED PER ASTM C-101S).
PROVIDE CLEAN -OUT OPENINGS (12 SQ, IN,) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
"USP" OR "SIMPSON" CONNECTORS SHOWN.
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 "2 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN, 1 3/8" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R30S
PROVIDE PROTECTION FOR ALL APPLIANCES IN GARAGE FROM
CAR IMPACT PER FBC
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT IS THE MINIMUM WIDTH
OF DOOR FRAME USING .OSIXI 3/8"
T- NAILS MAXIMUM 10" OC,
CAULK DOOR FRAME
MANUFACTURE$ RECC
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION. ALL
ANCHOR SCREWS MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
BLOCK DOOR ATTACHMENT DETAIL
NOT TO SCALE
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING t COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE < DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT,
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R318).
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON < ASSOCIATES 15
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW f DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
ELECTRICAL, PLUMBING 8 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003(2)l1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL,
FLUM51NG AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN IS INCHES ABOVE THE FLOOR,
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRoi
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO T
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 80, FT,
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT. AND HAVIt
30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X :
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACC
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3
GARAGE DOOR TO BE REINFORCED
TO MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION. CEILING RAFTER
ALL TRACK AND HARDWARE SEC
PER MANUFACTURE SPECIFICATIC
MEET WIND LOAD AND COMPRES
RATINGS FOR YOUR JOB LOCATI(
MINIMUM 2X6 P.T. SIDE PLATE ATTACHED
TO BLOCK WALL USING I/2"X8" ANCHOR
BOLTS OR 5/8"X7" EXPANSION BOLTS
4 EACH SIDE. ATTACH TOP 2X6 WITH
2 3/8" T NAILS 16" Or —
GARAGE DOOR ATTACHMENT DETAIL
NOT TO SCALE
LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART l 16" DEEP SECTION
CLEAR SPAN
CONCRETE U LINTEL
1' - 6"
4981 PLF ( UNFILLED )
2' - 2"
3435 PLF ( UNFILLED )
2' - 8"
2111 PLF l UNFILLED
3' - 2"
2332 PLF l UNFILLED )
4' - D"
1835 PLF ( UNFILLED )
4' - 6"
1624 PLF C UNFILLED )
5' - 2"
2133 PLF •«
6' - 2"
2211 PLF *«
1' -oil
1981 PLF ««
8' -oil
1123 PLF **
9' - 2"
148S PLF **
10' - O"
1354 PLF **
lot -all
1211PLF««
11' - 2"
1200 PLF **
12' - D"
1109 PLF ««
12' - 8"
1044 PLF •«
13'-4"
13138PLF«*P
14'-0"
1321PLF««P
16'-oil
1152PLF««P
18'-O"
1016PLF««P
** - DENOTES M5 REBAR X CONT, PLACED IN BOTTOM COURSE AND
IS" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
«« P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT,
PLACED IN BOTTOM COURSE E IS" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 05 HORIZONTAL
8„ REBAR TIED TO ALL VERTICAL RODS
!28" PRECAST LINTEL BLOCK
OVER ALL OPENINGS. I EACH
�o. "5 REBAR IN THIS COARSE WHEN
11
SPAN OF LINTEL OVER 5'2"
STANDARD PRECAST DETAIL
1/2" CDX OR 7/16" OSB ROOF SHEATHING,
NAILED PER ROOF SHEATHING DETAIL
WITH 8D NAILS, USE STEEL PLYCLIPS
GAF UNDERLAYMENT AND SHINGLES
USE lU SIMPSON HIO CLIP AT ALL TRUSS
TO PLATE LOCATIONS, FILL ALL NAIL HOLES
WITH IODXI 1/2" NAILS
2X4 WOOD SUB WITH
ALUMINUM SOFFIT AND
FASCIA TRIM
VINYL S.H. WINDOWS
SHEET WALLS WITH 1/2" CDX OR OSB LAP
DOWN OVER ENDS OF FLOOR TRUSSES AND
NAILED 3" OC ON ALL PLATES AND 6" OC
STUDS. COVER WITH TYVEK HOUSE WRAP
WITH HARDI SIDING
NOT TO SCALE
2' O"
8" BLOCK WALL 8'0" TALL WITH
DECORATIVE CEMENTITIOUS FINISH
GRADE
GROUND WIRE TO
FOOTING REBAR
.00R TRUSS PLAN
ANDING DETAILS
ENGINEERED ROOF
TRUSSES 24" OC
R-30 INSULATION
IN ALL ATTIC AREAS
-1/2" CEILING TYPE GYPSUM BOARD
DBL 2X4 02 SPRUCE TOP PLATE
DBL 2X12 02 PINE BEAM WITH
1/2" PLYWOOD IN CENTER
R-13 INSULATION IN WOOD WALLS
WITH 1/2" GYPSUM BOARD
2X4 02 SPRUCE STUDS 0 16" Or -
2X4 02 SPRUCE BOTTOM PLATE
3/4" TtG PLYWOOD GLUED AND
NAILED WITH IOD NAILS ro" OC
16'-DEEP FLOOR TRUSS TO
BE VERIFIED BY MANUFACTURE
5/8" TYPE X FIRE
RATED GYPSUM BOARD
SINGLE KNOCK OUT LINTEL BLOCK
WITH (U "5 REBAR CONTINUOUS TIED
TO ALL VERTICAL RODS
8" PRECAST OVER ALL OPENINGS
STRUCK JOINT PAINTED BLOCK
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
roll
05 VERTICAL RODS FROM
12" FOOTINGS TO BOND BEAM
WITH 25" LAP MINIMUM
1([,18"X16" FOOTING WITH
(3) 05 REBAR ON CHAIRS
BOTTOM 1 OF FOUNDATION
MINIMUM 12" BELOW GRADE
5UILDING WALL SECTION DETAIL
NOT TO SCALE
ROOF EDGE
3 2O 3O
0
o 0
O O RIDGE O
O O
O O O
U,4i iA
�O
,e
2 O O
3 O O O O O O O
GABLE END
5 -o PARTIAL ROOF PLAN 5 -O
ZONE ad RING SHANK NAILS AT roll O.G. AT EDGES
ad RING SHANK NAILS AT 6" O.G. INTERMEDIATE
ZONES 2� O ad RING SHANK NAILS AT ro" O.G., 4" O,C. AT
6X6 PT POST EMBED IN 24"X24"X24" ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
CONCRETE WITH (1) 05 REBAR THRU
POST NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER.
ROOF SHEATHING NAILING
NOT TO SCALE
mum§
til
t �AN66K' 0�ENJ�E >` 38654
='.O *BOX 1720DADE C11W=3352ro
I HERBY+0 ItY S, T P 6 S"�eNO SPECIFICATIONS
WERE PR 9C��Y DIRECT SUPERVISION
ARE IN C SECTION 1609 OF THE
FLORIDA BU� EDITION AND ASCE 7-10
FOR 139 MPH TEGORY II AND THE ENTIRE
2020 BUILDING CODE 'ENTIAL 7 TH EDITION
EL
r�
U
c4
N
M
�_4
Q
n�
j
z
G7z
0
LU
W
0 o
V�
0
0 N
Z
A
LO
dM
W
m
m 0
co LL
O
2
04
M
e--
0
rn
rA
�q
z
0 m can
Z
z
tD
�
Ql 'a U l
u o a
O
u�i
wLu
Z
wF 6
Z
w
zN
OZ z
0
z In
:t
U
zz
(L- J
a4
O
Ul
O
N
_j
W
~
Q
z �i
w
0
2OF3
U
0
2x4 CROSS -BRACING 6 RIDGE
20'-O" MAX 7
W
6
'
0A
_
O
�Q
TDG
Ix
O
I
O4
F
w
I
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING
2X4 BLOCKING FOR FIRST 3 TRUSS BAYS
AT 48" OC NAILED TO TRUSSES BACIE
NAILED WITH (2) 12D NAILS AT EACH
2X4 BLOCKING FOR FIRST 3 TRUSS B1
AT 48" OC NAILED TO TRUSSES BACK
NAILED WITH (2) 120 NAILS AT EACH Eri
2X4 RAT RUN 8'0" LONG MINIMUM
SPACED 48" OC ALONG GABLE
NAILED WITH (2) 120 NAILS TO
TRUSS
2X4 ANGLE BRACE ,
ALONG THE GABLE I
END TO 2X4 BLOCKI
(6) 121) NAILS AT EA(
2X4 WEBB BLOCKING N
IN BETWEEN WEBS WITH
NAILS AT EACH END
TOP/BOTTOM CHORD GABLE
,END BRACING e 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
UJ
I!l
'Q
CONT. BOTTOM CHORD
BRACING (1"x4" MIN,) O
10'-0" MAX.
SINGLE 2X4 w2 SPRUCE TOP PLATE
NAILED TO DBL PLATE WITH 16D NAILS
fo" OC. THEN NAIL ROOF SHEATHING AT
WITH SD NAILS 4" OC
BLE 2X4 02 SPRUCE TOP PLATE
A30-1 NUT AND WASHER RECESSED
TOP PLATE
X4 02 SPRUCE STUDS m 16 OC
0
N
HEET FACE OF WALL WITH 1/2" CDX PLYWOOD
(AILED WITH 8D NAILS 6" OC ALONG THE EDG
AND 8" OC IN THE FIELD
'OVER WITH TYVEK HOUSE WRAP,
kND INSTALL HARDI SIDING
A301 ALL THREAD RODS AT LOCATIONS
SHOWN ON LEVEL TWO FLOOR PLAN
SINGLE 2X4 02 SPRUCE BOTTOM PATE
LEVEL ONE BLOCK WALL
G A5LE END BRACING DETAIL VAULT CEILING
NOT TO SCALE
ELECTRICAL LEGEND
220 V
G.F,I.
110 V
FLUORESCENT
Li
GROUND FAULT � VANITY LIGHT
FIXTURE
U
RECEPTACLE
SWITCH
0
ilov 50 CFM'S EXTERIOR WALL LIGHT
D
G.P.O.
GARAGE DOOR
u
BATH FAN
OUTLET
110 V
SMOKE
DETECTOR
WP
110 V
CEILING
WATERPROOF
OUTLET
CARBON FAN W/ LIGHT
MONOXIDE
e
G,D.B.,
GARAGE DOOR
UNIT
15UTTOM
IIOv LIGHT
�I
ELECTRICAL PANEL
CAN BE CEILING
0
RECESS CAN LIGHT
OR WALL (TYP)
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AN[) AT EXTERIOR LOCATIONS
SHALL 15E WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT
INTERRUPTER "AFT" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'O" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE,
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
E7(P£NSE6 (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OFF
REPAIRS OR DELAY TO THE CONSTRUCTION
HATCH END WALLS TO BE BALLOON FROM THE
ROOF TRUSS FLAN
1/411 11 Q11
TYPICAL ELECTRICAL RISER DIAGRAM
3 - 2/0 THHN CU FEEDERS
2" GALV RISER
METER
200 AMP
O O
GROUND PER 'KE,C,
CONCRETE ENCASED "LIFER"
ELECTRODE REQUIRED PER
CURRENT N,E-C, AND MUST
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
GENERAL. LOADS
TYPE OF LOAD
LIGHTING LOAD
SMALL APPLIANCE LOAD
LAUNDRY LOAD
SINGLE PHASE
BREAKER PANEL
WITH MAIN
3- 2/0 06 GROUND
2" GALV NIPPLE
1000 So FT X 3VA 3000
2 CIRCUITS X I500VA 3000
I CIRCUITS X ISOOvA 1500
LOAD TOTAL VA 1500
LIGHTING, SMALL APPLIANCE,
LAUNDRY FIRST 3000VA X 100
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING 4500 VA X 35 q
LARGEAPPLIANCE LOADS
CLOTHES DRYER
WATER HEATER
HVAC MINI SPLIT
TOTAL 3000 VA
TOTAL 1515 VA
TOTAL 45i5 VA,
5500 vA
4500 VA
5000 VA
TOTAL 15000 VA
TOTAL VA IS515 VA
CONVERT VA TO AMPS
IS515 DIVIDED BY 240 VOLTS 82 AMPS
C
tv
CCN
FLOOR TRUSS FLAN 1/41 11 II
MINI SPLIT SYSTEM WITH 2 ZONES
AND DUCT TO BATHROOM. OWNER
TO PROVIDE ENERGY CALCULATIONS
AND EQUIPMENT DETAILS
LEVEL TWO ELECTRICAL FLAN 1/4" = 1'
O11
'I
►� it
05 VERTICAL RODS FROM FOOTINGS
I BELOW TO TOP OF WALL. PLACED AT
ALL CORNERS, EACH SIDE OF ALL
r OPENINGS AND SPACED MAXIMUM
■Ii 4 0 OC 4r■
I� I
I,
i
II it
li II
I; �I
rl
I
O ■r��� p II■
_ II
w
1 I
X a ;I
m ; w II
I I
■II � II
II■
II
I 'I
I, I
I
I II
1, II
■r' I
I �1■
1� II
1� �1
II I
■I ---------- I■
■ ■ Iro`O"X'1'O" GARAGE DOOR ■ ■
- 20' 0"
FOUNDATION FLAN 1/411 = 11 oil
LEVEL ONE ELECTRICAL FLAN
Z HANOGN,R
P.0 . BOX m
i HERB ®I
'FI
WERE Pi Y ME
ARE IN ' Rif
FLORIDA 't!�VvI
FOR 13S MPH
2020 BUILDING C
1/41tOil
E O. 38654
33526
GLAND SPECIFICATIONS
Y DIRECt SUPERVISION
16, SECTION 1609 OF THE
1 EDITION AND ASCE 1-10
=GORY II AND THE ENTIRE
1 TH EDITION
Z U Lo
CV
c�M
0
0
LA O
>m
z LL
io V r-
LU
W LU N
Z
0 in
A 0- Lo
d co
W
m m U
co Ly 0) L-
O
2
N
co
M
r
0
m
om
a
V
W
�' JU
S z
O
z w
ttu- IDz o zh
Z
Lu
z
o�
W
IL IIIi
nc
Uz
—1
O
uj
•a
0 IZ
0
FIG
OF
t
i