HomeMy WebLinkAboutBUILDING SITE PLANJOB SPECIFIC GENERAL NOTES:
1. HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA.
3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE
LESS THAN 200.
4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL
FINISHES, CEILING FINISH AND INSULATION
6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS
7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE
BOARD OR EQUAL
8. EGRESS WINDOWS COMPLY WITH 2O17 FBCR 6TH EDITION
R310.2.1 MIN. NET CLEAR OPENING OF 5.0 S.F.
9. DRYER VENT TO OUTSIDE
10. LOW FLOW PLUMBING FIXTURES
GENERAL NOTES: I CONCRETE NOTES:
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING
WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR CODE REQUIREMENTS FIR STRUCTURAL CONCRETE
OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD.
BY SUBMITTING THESE PLANS FOR PERMIT THE BUILDER ACCEPTS FULL NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS.
RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN PILING 500 PSI WITH .40 WATER -CEMENT RATIO
AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES SHALLOW FOUNDATIONS 2500 PSI.
BELOW. PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER -CEMENT RATIO
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI.
DESIGN LOADS IN ACCORDANCE WITH 2O17 FBC 6TH EDITION CHAP. 16
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES
ASSUMED SOIL BEARING CAPACITY: 2500 PSF
MIN
MAX
MASSIVE SECTIONS, PAVEMENTS, AND SLABS
1Y2"
4"
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
HEAVY SLABS, BEAMS, WALLS
3"
5"
SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
THIN WALLS, COLUMNS
3Y2"
6"
SITE DRAWINGS
MINIMUM CONCRETE CLEAR COVER SHALL BE:
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER
SLAB - -)/4"
DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
BEAMS AND COLUMNS - 1Y2"
11
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TIE COLUMNS - 74
TYPICAL AND SHALL BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON
EXPOSED UNPROTECTED CONCRETE
THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
FORMED CONCRETE BELOW GRADE - 3"
UNFORMED CONCRETE BELOW GRADE - 3"
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD.
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I.
DISCREPANCIES ARE DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED
315)
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH
"MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION."
BUILDING IS COMPLETE.
AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES
OTHERWISE INDICATED.
TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION.
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE
THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301)
TEMPORARY BRACING, GUYS OR TIEDOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY
SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE
SUPPORT ALL CONSTRUCTION LOADS
CONSTRUCTION LOADS.
CONCRETE BEAM SIZES MAY BE INCRE;SED AS REQUIRED FOR ARCHITECTURAL
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE
DETAILS OR TO FIT BLOCK COURSING.
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
CONCRETE ETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS
ASTM FOR MEASURING, MIXING, TRANSPORTING, ETC.
LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS
FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGIN _ER
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED.
CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST
THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL
LOADING. FAILURE TO PROVIDE SHOP DRAWINGS MAY RESUL ADDITIONAL
IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF
ENGINEERING COSTS DURING CONSTRUCTION.
_
FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR
R703.8 FLASHING. y
LONGER THE 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED,
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED
SHINGLE -FASHION IN A 'MANNER TO PREVENT ENTRY OF WATER INTO THE
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING
SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE
FBC PROVIDES AN EXCEPTION FOR RESIDENTIAL CONSTRUCTION WHERE CONTROL
SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
JOINTS ARE NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE
CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE
EXCEPTION IS ALLOWED WHERE THE OWNER ACKNOWLEDGES THAT CRACKS ARE
FOLLOWING LOCATIONS:
ACCEPTABLE AND UNDERSTOOD.
1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR
WELDED WIRE MESH:
WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF
WELDED WIRE MESH SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE,
THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER
AND RUST AND SHALL BE PLACED IN ACCORDANCE WITH ACI TYPICAL DETAILS.
FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND
DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.
MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1. THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING
INSTRUCTIONS.
1.2. THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION
INSTRUCTIONS.
1.3. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
FMA/WDMA 250.
1.4. IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED
DESIGN PROFESSIONAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING
LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS
AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
MASONARY OTES:
STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS
402-02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
WOOD TRUSSES:
WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE
"NATIONAL DESIGN SPECIFICATIONS FOR SDTRESS-GRADE LUMBER AND IT
FASTENINGS" BY NFPA
FILE COPY
NISI/DN
ST. LUCIE COON BUILDIN
REVIEWED FOR COMPLIA C l
REVIEWED BY
N F
BE I EPT ON JOB
DATE
pLANS AND PERMIT M4 % S WILL BE MADE
SITE OR NO INSPECTIOTNI( )
ALLPR0PO5E0WORK
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
PROJECT DESIGN DATA
CODE FBC 2017 6th Edition
PROJECT NAME See Border
PROJECT ADDRESS See Border
ARCHITECT/ENGINE:.:R See Border
WIND IMPORTANCE/USE FACTOR 1.
INTERNAL PRESSURE COEFFICIENT 0.18
RISK CATEGORY _ It
WIND SPEED (3 Sec Gust) 160 MPH
EXPOSURE
C
MEAN BUILDING HEIGHT
=15'4'
OVERHANG
2'_0
ROOF PITCH
3:12 and 6:12
COMPONENTS & CLADDING WIND PRESSURES
See Elevations
ROOF DEAD LOAD
. ...............,.,.....,.,.,..,...,..,...,,.....................,
See Truss Engineerml
ROOF LIVE LOAD
See Truss Engineerinj
FORMWORK:
FLUOR LIVE LOAD
N!A
TRUSS DESIGN SHALL COMPLY WITH TPI/WTCABCSI 1-03 BUILDING
,,,,, ,,,,,,, „ , ,
.....
FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS,
COMPONENT SAFETY INFORMATION GUIDE TO GOOD PRACTICE FOR HANDLING,
SHUTTERS
NO
WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
INSTALLING, & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" AND
WITH A C 1 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK"
TPI 1-02 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD
IMPACT RESISTANT ASSEMBLY
Yes
CONSTRUCTION
ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD TIMBER NOTES:
BE DONE SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER
STEEL IS NOT AFFECTED REGISTERED IN FLORIDA. ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENT, (NDS)
SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY
ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID
SEE NOTES FOR SHOP DRAWINGS,
ON SPECIFICATIONS FOR MASONRY STRUCTURES.
ON SSE,
PIPED UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING,
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE
BRACING, LEDGERS, CRIPPLES, SILLS, ETC... SHALL BE SOUTHERN PINE NO. 2,
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR
ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SO THAT THEY DO NOT
MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,
KD-15 OR BETTER. MIN (3) 2"x UNDER ALL GIRDER BEARING (LOCATIONS. SEE
SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE,
TAKE UP MORE THAN 10% OF THE CROSS -SECTIONAL AREA OF THE COLUMNS
GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
FLOOR PLAN
F'm=1500 P.S.I.
AND THEY DO NOT AFFECT THE COVER ON THE REINFORCING STEEL
IN HIGHLY CORROSIVE ENVIRONMENTS, CONNECTOR PLATE AS WELL AS THE
MICRO LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP., OR AND
BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY
REINFORCING STEEL NOTES:
HURRICANE STRAPS AND ALL THE NAILS, SHALL BE HOT DIPPED GALVANIZED,
APPROVED EQUIVALENT AND SHALL PROVIDE A MODULUS OF ELASTICITY OF
UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE
REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL,
TRIPLE ZINC S-185 COATED OR MADE OF STAINLESS STEEL.
2,000,000 PSI, A MINIMUM FLEXURAL STRENGTH OF 2,925 PSI, AND A MINIMUM
FOR IN WALL COLUMNS.
SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING
HANDLING, ERECTION, AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE
HORIZONTAL SHEAR STRESS OF 285 PSI.
GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND
DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS.
c
ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK HALL NE
SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28
HORIZONTAL AND VERTICAL BARS SHALL LAP 60x BAR NO. SEE LAP SPLICE
PRESSURE TREATED. ACCEPTABLE TREATMENTS INCLUDE ACQ. (AMINE COPPER
DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3 8" COURSE AGGREGATE
/
SCHEDULE UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
QUAT) COPPER BORON ACID COPPER CHROMATE, AND COPPER CITRATE.
AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". USE MECHANICAL
INSTRUCTIONS. CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE
BORATE BASED TREATMENTSNTS SUCH AS ZINCBORATE AND SODIUM BORATE ARE ALSO
VIBRATION TO CONSOLIDATE GROUT.
ONES SPECIFIED IN THE DRAWINGS REGARDING STEEL YIELD OR ULTIMATE
ACCEPTABLE FOR INDOOR USES.
STRENGTH, STEEL GRADE, DIMENSIONS (LENGTH AND WIDTH), NUMBER AND
TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR
TENSION LAP SPLICE SCHEDULE:
DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS. AND/OR DO
FOR STRUCTURAL USES AVOID BUYING TREATED LUMBER THAT CONTAINS MORE
SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270
HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS
OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE
CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO
CURE PRIOR TO GROUTING CELLS.
TENSION AND COMPRESSION LAPS = .OQ2 X BAR DIAMETER X Fs (NOTE THAT
Fs= 24 KSI MAXIMUM (.4 X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER)
NUT HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE. THE 1/2" OF HEARTWOOD
THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN
PLACE IN PLACE IN THE EVENT OF HIGH WINDS TRANSIENT LOADING
CONDITIONS DURING CONSTRUCTION ***FAILURE TO COMPLY WITH THESE
PARAMETER WILL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND
ALL CONSEQUENTIAL DAMAGES CAUSED BT THE HORIZONTAL THRUST
DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOSED LOADING AND
TRANSFERRED INTO THE BEAMS, WALLS, AND COLUMNS.
MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT PROVIDE CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT CONTRACTOR SHALL SUBMIT SIGNED SEALED DRAWINGS OF ALTERNATE
SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE ALL CORNERS, THESE CORNER BARS SHALL BE THE SAME SIZE AS CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR
SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A LONGITUDINAL BEAM BARS, SEE DETAILS FOR ADDITIONAL INFORMATION. APPROVAL.
]'LAIN REIN FORCKMENT
BAR
NO
MASONRY
SP1ACI?
07twi? TEAN Too
TOP BARS
86OO PSL4060
PS1
3000 PSIi4000 PSI
3
16"
16"
21" 1 In"
3
21"
22
19�y
28," h"
1,
�30-
P. f.,.
+. 6"
05' :.30..,
7
42"
4B"
4P,.
60,, F4,,
"CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OF A CERTIFIED STRUCTURAL
MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELL
ASSOCIATION(FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TIED WITH BAR SUPPORTS AND SPACERS.
TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS
CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT EQUALLY SPACED AND WIRED TOGETHER AT EACH INTERSECTION BEFORE
CREDENTIALS FOR THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL
PRIOR TO BIDDING. CONCRETE IS PLACED.
REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND
OF ALL OPENINGS. NUMBER OF DOWELS AS VERTICAL BARS ABOVE.
POURED DOWNCELL TO BE AT EVERY GIRDER LOCATION AND REINFORCING BARS DOWEL SHALL BE HOOKED "L" AT BOTTOM AND SHALL BE LAPPED 36 BAR
SHALL BE AT ALL DEL. GIRDER TRUSSES DIAMETER WITH THE COLUMN OR WALL REINFORCING ABOVE.
THE ENGINEER AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT
BE RESPONSIBLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE
INFESTATION.
THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING
PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND
BEAMS, THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW
BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION.
THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF
EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING
COMPONENT LAYOUT.
AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD, WEAR A
DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY
TRASH COLLECTION. DO NOT BURN. PRESSURE TREATED WOOD MAY PRODUCE
TOXIC FUMES.
IN HIGHLY CORROSIVE ENVIRONMENTS ALL WIND RESISTING HARDWARE INCLUDING
THE HURRICANE STRAPS SHALL BE MADE OF STAINLESS STEEL OR SHALL BE
DIPPED (AND SCRATCHES REPAINTED) IN COL -TAR EPDXY PAIM
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY TO THE ONES SPECIFIED ON
THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS
(LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR SAME SIZES OF
NAILS OR BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE
ACCEPTABLE.
NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR
CONNECTION OF WOOD MEMBERS UNLESS CONNECTION DETAIL IS IN WRITING
PRIOR TO INSTALLATION.
ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT -DIPPED GALVANIZED.
7' 1 G'2009
Sheet Index
C1.0
Cover Page
A1.0
Elevations, Floor Plan, Typ. Wall Section
S1.0
Beam Plan, Foundation Plan
S2.0
Truss Strapping & Roofing Details
M1.0
Electrical and HVAC Layout
FDOH in St. Lucie County
,Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
rDs #61-W, iyt(*cr'9 & Well # S9. 9iw
J
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. XX.XX.XXXX
7
/r �
'
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
iMnil
DsyslapIng, Ino,
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
Project:
New Single
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL.
St. Lucie County
Sheet Title:
Cover Page
Sheet #:
C1.0
Engineer:
SOUTHEAST BUILDING
ENGINEERS
PE-64781 S�
5911 Pescara Dr. UGC
Pace, FL 32571
772-774-9086 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
1
S ott R. Sanders, P.E.
FL P.E. No. 64781
RIGHT T SIDE ]ELEVATION SCALE i4
12
6
4'—0"
L EFT SI[I DBE DEL VATION SCALE %a"=1'-0"
"5V" METAL ROOFING ATTACHED AS PER
MFG. SPECS OVER (1) LAYER OF 30
LB FELT OVER OVER rb2" PLYWOOD
INSTALLED STAGGERED AND FASTENED
TO PRE-ENGINEERED TRUSSES W/ 8D
RINGSHANKS NAILS 0 6" O.C.
EDGES AND 6" ON CENTER IN FIELD
MTL. DRIP
EDGE
VIRSIrAo
2"x6"
FASCIA
2'-0"
STUCCO SOFFIT INSTALLED
AS EXTERIOR CEILING DETAIL
0
STUCCO SIDING
R-30 SPRAY
5/8" CIELING DRYWALL
MTL. STRAP SEE STRAP
SCHEDULE FOR DETAILS
DBL. COURSE OF BEAM
BLOCK W/ (1) #5 CONT.
REBAR W/ CORNER
BENDS FILLED W/ 3000
PSI CONC EA. COURSE
Y2" DRYWALL
#5 REBAR W/ 10" BEND
N BEAM IN FILLED CELL
o W/ 3000 PSI GONG,
4'-0" O.C. MAX & ALL
JAMBS, CORNERS, AND
BENEATH GIRDER
BEARING LOCATIONS
3/4" FOIL BACKED INSUL.
OVER 1"x2" FURRING
STRIPS @ 24" O.C.
SEE SHEET S1 FOR
FOOTER STEEL DETAILS
WOOD BASE BOARD
FLOOR COVERING TO BE
DETERMINED IN FIELD
4 a
d
SEE SHEET S1 FOR
FOOTER DETAILS
TYPICAL WALL SECTION
SCALE: 3/4"=1'-0"
_ �— — -- - — -- AREA SCHEDULE
1 I
1 I
I
I I
I I
I I
I I
I I
I I
i
I l
I '
I
I
I
L-----t------------
------
------
-----
- -- ------
---------------------------------
------ ------ L
- ----- J
I,
C
LIVING A/C
1,436 Sq Ft.
FRONT PORCH
384 Sq Ft.
Sq Ft.
Sq Ft.
TOTAL
1,820 Sq Ft.
C&C Vasd Wall Wind Pressures
160 C Risk Cat. II 11<15 Ft.
Zone 4 Interior
Zone 5 Exterior
A) 10 SF = +33.5 / -36.3
E) 10 SF = +33.5 / -44.8
B) 20 SF = +31.9 / -33.9
F) 20 SF = +31.9 / -41.1
C) 50 SF = +29.9 / -32.7
G) 50 SF = +29.9 / -37.5
D)100 SF = +28.4 / -30.3
H)100 SF = +28.4 / -33.9
E)500 SF = +24.9 / -26.6
I)500 SF = +24.9 / -26.6
RoofC&C Pressures
Zone 1: -25.3 Zone 2: -53.4 Zone 3: -78.8
t
FRONT ELEVATION SCALE i4
FOIL BACK
INSULATION
CBS BLOCK
WALL & LINTEL 1 %2" P.T.
FURRING
STRIP
Y2"
EXTERIOR DRYWALL
SIDING
- TAPCONS SEE 1 %4" P.T.
PRODUCT APPROVAL "x4" P.T.
AFFIDAVIT FOR TYPE WOOD BUCK
AND SPACING
Window Head
Note: All bucks to be flashed in
compliance with R703.6 as
listed on sheet C1
CBS BLOCK
WALL & LINTEL
EXTERIOR
SIDING
Y2" DRYWALL
1 %2" P.T. 1 "x4" PITA
TIF 1 x P.T. BUCK
FURRING STRIP "x4" P.T.
WOOD BUCK USED THAN Y4"2x23/4"
TAPCONS THRU DOOR
FOIL BACK FRAME AS PER
INSULATION PRODUCT SPECS
CBS BLOCK (SEE PRODUCT
WALL APPROVAL AFFIDAVIT).
F 2X P.T. BUCK
USED THAN 3/s"x3Y4"
PCONS SEE TAPCONS SPACED AS
EXTERIOR PRODUCT APPROVAL PER PRODUCT
SIDING AFFIDAVIT FOR TYPE APPROVAL.
AND SPACING
Window Jamb
TYPICAL WINDOW AND DOOR DETAILS
PRE—ENG.
TRUSSES {
WIRE LATH
STUCCOS l\ OPENING&
WIRE LATH SHALL BE ATTACHED ACCORDING TO ONE OF THE FOLLOWING
METHODS (FINAL METHOD TO BE DETERMINED IN FIELD):
1. DIAMOND —MESH EXPANDED METAL LATH, FLAT —RIB EXPANDED METAL
LATH AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD'
FRAMING MEMBERS WITH 1Y2" ROOFING NAILS DRIVEN FLUSH WITH
PLASTER BASE. (ASTM 7.10.2.2)
2. EXPANDED %" RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD
FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS
THAN 13/4" PENETRATION INTO WOOD FRAMING. (ASTM 7.10.2.3)
WITH EITHER METHOD THE SPACING OF FASTENERS TO BE 7" O.C. ALONG
SUPPORTS AS PER ASTM 7.10.2.1
AS PER ASTM 7.10.2.4 IF COMMON NAILS ARE USED THEY SHALL BE BENT
OVER TO ENGAGE NOT LESS THE THREE STRANDS OF LATH, OR BE BENT
OVER A RIB IF RIB LATH IS INSTALLED
In N
w
N W
FOIL BACK
INSULATION
DOOR THRESHOLD FASTEN
1 "x4"
P.T. AS R
FOIL BACK
1 "x2" P.T.
PRODUCTONS
APPROVAL
INSULATION
FURRING STRIPAf
DOOR PANEL
1 "x2" P.T.
FURRING
STRIP
1'2" ®
-
DRYWALL
1 "x4" P.T.
CBS BLOCK
WALL
ATTACH P.T. DOOR BUCKS IN SUCH A
ATTACH P.T. DOOR
MANNER AS TO, AS A MINIMUM, COVER
BUCKS IN SUCH A EXTERIOR
THE ENTIRE WIDTH (AS MEASURED FROM
MANNER AS T0, AS A SIDING
INSIDE TO OUTSIDE) OF PREHUNG DOOR
MINIMUM, COVER THE
JAMB.
ENTIRE WIDTH AS
IF 1x P.T. BUCK USED THAN Y4"Ox2?/4"
MEASURED FROM
INSIDE TO OUTSIDE)
TAPCONS THRU DOOR FRAME AS PER
OF PREHUNG DOOR
PRODUCT SPECS (SEE PRODUCT
JAMB.
APPROVAL AFFIDAVIT).
IF 2X P.T. BUCK USED THAN Y,6"x34"
TAPCONS SPACED AS PER PRODUCT
APPROVAL.
Door Head
Door Jamb
SCALE: 1-1/2" = 1'-0"
gin'-R
4'-8"
8'-0"
_1 0 -8
17'-4"
>
OS �
Q
24 SH
24-SH
-EGRESS -
-
��..
WH
__ __
y_ h/
r_._____
I
-
"3
II
a
I
LAUNDRY
Co
o0 cp i
KITCHEN
00
TO CABINET
z
1 o'-o" FLAT
1
O
10'-0" FLAT
ih FACE
CEILING
o
BEDROOM
11 i
I
CEILING
-
�
#3
1 12'
I
141"
I
01
-----,--
0
10'-0" FLAT
J J
DINING
-- - ---- --
8'-10i"
CEILING
3 —8
i i
10'-0" FLAT
14'-61"
I I
CEILING
I I° � '. W.I.C.
26ao
I
I
�
I
MASTER
___
I
H
Wa
H
BATH"T
11I
II1I
I1III
L-----I-----I
<
U
10LAT
CEILINFG
iI11I
1I
•
IIi
8
5'-61„
Q
Ii
[LCI)
<
BATH 2 u'01
#Q
00
_
0'-01
T
L_
o Y
CEILING
--
--
----------------------
---- -----------MASTER
--JhIIII
#2
I
GREAT
ROOM
1
BEDROOMo
10'-0" FLATBEDROOM
CEILING
d
10'-0" FLAT
in
-
10'-0" FLAT
CEILING
I
5mo
CEILING
rn
12
2' 41'
20'-44"
14'-61"
0
I
03UJL__"°
0
II
II
I
II
I
.
.
I I
--------------
34 SH
--- - ----- _
3080 W�
---- -- -----
7 �H
--------------
34 SH
I
EGRESS
12"
SIDELIGHT
EGRESS
I 1
14+4"
1 1'-8°'
16'-8"
12'-4"
FRONT PORCH
10'-0" FLAT
CEILING
—------------
----------y--------
--------------------------------
---------------------------------
---------------------------------m
I I
16" 16" ,
10'-4"
�16"
10'-4"
�,1 6"
10'- 4"
�i 6"
10'-4"
16" 16"
50'-8"
ANT*
d-
I
x
n
N
v
0
In
a
SCALE: 1/4" =1'-0"
Revisions:
No. Date Description
Drawn: Issue Date:
J. D. 09.25.2018
II.C.E.D. Services LLC.I
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
ICI
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
I Project:
I New Single I
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL
St. Lucie County
Sheet Title:
Floor Plan & Elevations
Sheet #:
Al .0
Engineer:
SOUTHEAST BUILDING
ENGINEERS
PE-64781
5911 Pescara Dr.
Pace, FL 32571
772-774-9086 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
FL P.E. No. 64781
CASTCRETE PRECAST LINTEL SCHEDULE
FIELD ADDEDREBA R AT TOP
•
1„ '#--^^^ C,MU. BOND'. BEAM BLOCK
z
J
GROUT
'- FIELD ADDED,REBAR AT
� • � BOTTOM
BOTTOM RE3h1FORCDNG
PROVIDED IN LWEL
NlOMNAL
F = FILL® WITH GROUT I
U = UNFILLED / S = SOLID
ADDED REBAR AT
BOTTOM OF LINTEL
p rI ��++ ,y �y p -r�
8F 16 — 8/11 1
tdWIDTH � I
WIDTH
NOMINAL HEIGHT
tDUAN r OF FIELD
ADDEb RATTQP
MARK
LEPIt3Tµ
COMPOSITE BEAM
SAFE GRAVITY
LOAD
APPLIED GRAVITY
LOAD
SAFE UPLIFT LOAD
SAFE
UPLIFT
LOAD
LB-1
5'-10"
8F241807'
6036
802
3107
542
LB-2
5-8"
8RF221B/1T
8060
537
2854
1006
LB-3
5'•10"
8F241B/1T
6036
537
3107
1006
LB-4
51-10"
817241B/1T
6036
537
3107
1006
LB-5
v-0.
SF16 1B71T
3486
<500
1815
<500
LB-6
11-8"
8F16 1611T
2193
<500
1153
<500
LB-7
1V-6"
8F16 1BOT
2193
<500
1153
<500
i8-8
11"
8F16 1BOT
2193
<500
1153
<500
LB-9
11'-8"
8F161B/1T
2193
<500
1153
<500
LB-10
8'-8"
8F161B/1T
3486
<500
1815
<50C
LB-11
4-6"
8F24 1Bf1T
6113
<500
4043
<500
LB-12
T-6"
BRF22 1B11'T
5743
784
2166
<500'
LB-13
4' 6"
8F24 11311T
6113
784
4043
<500
LEI.14
4'-6"
8F24180T
6113
784
4043
<500
(.8-15
76"
8F24IBMT
6113
<500
4043
<50C
LB-16
4'-6"
8F241B/1T
611,3
<500
4043
<500
II
I
Z
,
�'
ii
iN QI!
- -
--
LIGHT
ATTIC S ORAGE
I
FINAL SIZE & DESIGN
—
—
__.
_ _ ____
TO BE
_T
DET=RMINED BY
TRUSS MANUFACTURER
-
ALL
BEAM HEIGHTS TO
-
BE
@ 10'-0° A.F.F.
-
BRUSH
CONCRETE SURFACE
o
p �
p
4
Q CONCRETE Q p
p
1/8" LARGER HOLE THAN ALL THREAD ROD
OR REBAR. CLEAN OUT WITH BLOWOUT BULB.
ODRILL
COMPLETE HOLE PREPARATION WITH USE OF A
NYLON BRUSH (DO NOT USE WIRE BRUSH)
EPDXY TUBE
CONCRETE SURFACE
Q 4a 4
�
p �
p
� EPDXY
Q CONCRETE � p
p
PRIOR TO INJECTION, DISCHARGE ONE FLUID
OUNCE OF EPDXY OR UNTIL UNIFORM IN COLOR.
02
FILL THE HOLE TO 1/2 THE HOLE DEPTH.
EMBEDDED BOLT
CONCRETE SURFACE
OR REBAR
Q
4
6' MIN.
p
Q CONCRETE
p
p
INSERT ALLTHREAD ROD OR REBAR SLOWLY BY
HAND INTO THE HOLE TO THE END USING A SLOW
TWISTING MOTION. HARDENING WILL BEGIN IN 7
3
MINUTES AT ROOM TEMPERATURE. IMPORTANT DO
NOT LOAD FOR 3 DAYS.
EPDXY
INSTALLATION
PROCEDURES
0
c
- °- #5 FOOTER STEEL EPDXIED
- - MIN 6" INTO GONG AND MIN.
60 BAR LAP (25") ON �
_a VERTICAL REBAR
GRADE 4'` SLRb° °
FOOTER SEE
a FOUNDATION
em ,� FOR DETAILS
MISSED
4
a 4.
(� O 4 4
4
G' 4
4" SLAB a
14"x16" CONT. FOOTEF
W/ (2) #5 REBAR W/
CORNER BENDS
F7T P• F- b ICL J„T b.
5=,SA1—Q
GRADE CF4
- - - a #5 FOOTER STEEL W/
_ - - 10" BEND IN FOOTER
- � #5 FOOTER STEEL W/ 10" AAP ONNVERTBSTEELS )
BEND IN FOOTER AND MIN
- 60 BAR (25") LAP ON VERT. - 4' SLAB.°
- STEEL ..
4'4 SLAB' 4 ° 18"x16" CONT.
GRADE a I FOOTER W/ (2) #5
� o
� ° 4 18"x16" CONT. FOOTER REBAR W/ CORNER
BENDS GRADE
W/ (2) #5 REBAR W/
CORNER BENDS
#5 FOOTER STEEL W/ 10"
BEND IN FOOTER AND MIN
60 BAR (25") LAP ON VERT.
STEEL
SHOWER RECESS
4. h_ SLAB °
I ` 18"x16" CONT. FOOTER
1'-4" W/ (2) #5 REBAR W/
CORNER BENDS
SHOWER RECESS_
SCALE: 3/4"=1'-0"
8" THICKENED EDGE W/ (1)
#5 REBAR & CORNER BENDS I
� a ° 4„ SLAB
AO% FOOTER (4 SLAB
Yl)�111�� � 1L �. 11L'�IIL�� l�E� ��1� 11L�� ���11L�
SCALE. 34„=10„ II�2 SCALE: 3�4„=1,_®„ �3 SCALE: 3j4„=1,—®„
co
/
\\\X\
100
I
7'-0" I
1 7'-o°
I
3
0
F
3
S
I. ' .. _,..,..�
I
� ..:......,..�..L ......1..:_�-------- �.:.....!_t............... ....,.. ! .;1. t.......
_:..----
-------------------- j.:....1............:...1....1_!..,..1.. � I
....1..
_!..1.....1. I ........1..:.... _....._
E -
r----------------------------------------------
� I I
1
S1
I
I
�-
t
I.
-1 I
I I
/
i I
O
I
' I
23 —0'
4_
_; I
F 1
S1
2" ELECTRICAL CONDUIT
�
FOR ISLAND WIRING
i
EXACT LOCATION
VERIFIED IN FIELD
�
•i
3 i
MAIN SANITARY LINE
y'
I
0 �
SEE Hl��EN FUN DEIAILS
W
I
,
6" CONC SLAB W/ 6x6x1 .4 W.W.M.
DOWEL ET• FOUNDATION PLAN SCALE: %4"=1'-0"
11=11-0" SCALE: 3j4„=V-0„
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. 09.26.2018
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering &Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
49=Devol5p■
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
Project:
New Single
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL.
St. Lucie County
Sheet Title:
Foundation and Beam
Plans
Sheet #:
S1.0
Engineer:
`i
SOUTHEAST BUILDING
ENGINEERS
PE-64781
5911 Pescara Dr.
Pace, FL 32571
772-774-90$6 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
1
� r nl (r
Scott R. Sanders, REV.
FL P.E. No. 64781
ROOF
TRUSSES
2 X 4 DIAGCNAL
BRACING 0 4'O.C.
NAILED TO EACH
TRUSS
W/2-#16
112" MIN GYPSUM
DRYWA-L
2"X4" RATRUN FOR
DIAGONAL BRACING
EXTENDING BACK 8'
GABLE END BRACING
SEE TYP. WALL SECTIONS FOR
ROOFING SPECIFICATIONS
8D RINGSHANK NAILS @ 4" O.C.
METAL DRIP EDGE
I" X 6" CEDAR FASCIA
2" X 4" LADDER @ 24" O.C.
ATTACHED @ BOTH ENDS WITH (2)
1On NAILS EACH END
CONT. 2" X 4" SYP OR BETTER
3/8" PLYWOOD ATTACHED W/ (3) -
8D NAILS EVENLY SPACED @ EACH
LADDER
GABLE END TRUSS
12" O.H.
ATTACH SHEATHING @ 6" O.C.
/ FIRST 3 TRUSSES
12"
"LADDERED" SOFFIT DETAIL
SCALE: 2" = V
SEE LADDER SOFFIT DETAIL
L-BRACE AS
PER SCHEDULE
2-2" X 6" HEADER
PER SCHEDULE
2"X4" BLOCKING @ 4'O.C.
NAILED TO EACH
TRUSS W/2-16D
EXTEND BACK 8'
GABLE END SHEATHING
TO BE 112" CDX MIN. W/
81) RINGSHANK NAILS @
6" O.C. EDGES AND
12" O.C. FIELD TYP.
TRUSS ANCHOR
SEE SCHEDULE
8D NAILS @ 6" O.C.
CONT. 2" X 4" SYP OR BETTER
GABLE END TRUSS BRACING CHART
TRUSS
HEIGHT
TYPICAL 2X4 L-BRACE NAILED TO
2X4 VERTICALS--W/16D NAILS 8" U,C,
VERTICAL STUD
ON TRUSS F BRACING
\ISTUD
2°x6" HEADER
Ihn-E
2" X 4' DIAGONAL
BRACE TOE -NAILED
W/4-#16 TO
HEADER
L-BRACE
NOT
REQUIRED
0 TO 4'1'
L-BRACE
REQUIRED
4'2" TO 7'8'
L-BRACE
WITH
HEADER
7'8" TO 14'
GABLE HEADER SPACING
L-BRACE
WITH 2
HEADERS
14' TO 20'
1 HEADER PLACED AT CENTER
OF TRUSS HEIGHT
2 HEADERS PLACED AT 1/3 AND 2/3
OF TRUSS HEIGHT
i
i
i
2"X4" CONTINUOUS BLOCKING REQUIRED
4' UP FROM ROOF EDGE, NAILED W/
2-16D @ EACH END. IST SHEETS FROM
EDGES SHALL BE FULL 4'X 8' SHEETS.
ROOF SHEATHING NAILED @ 3"O.C. ON
SUBFASCIA AND AT 4" O.C. ON THE
REMAINING EDGES.(BLOCKING MAY BE
INSTALLED ON THE FLAT OR ON EDGE.)
GABLE TRUSS
BLOCKING REQUIREMENTS
\ WALL SUPPORT
\ \ SUB -FASCIA BOARD
\
\
\
ROOF SHEATHING TO BE
CARRIED BY 3 MEMBERS
MINIMUM
/
/
/
CONNECTOR SCHEDULE
(Simpson)
Date: 9/262018
Notes:
(1) Truss to block connections are mark'A' unless otherwise noted on layout..
Contractor. Above and beyond
(2)Provide mark'A' at each vertical of Gable End Trusses to Bond Beam
Owner: Stokes
Truss MI Chambers Truss:
Layout Date: 9/2012018
Engr. Date: 9/20/2018
--.._ ........ _._..
_.... _..
BRNC STRAP QTY'CONNECTOR
FASTENERS CONNEGILLILEtvENTS ACTUAL'ALLOVV`. REMARKS
". Pi. ID ID
UPLIFT UPLIFT d
A 1 HETA 20 :
(9) 14d x 1-1t2 1 Ply to Beam Block 1810
.... B 1 LLJS24
(4)10d x 1-112 mta_2'k blocking&(2) 10d nails l Ply to 2"x Blocking - 130 377 -.....
_...
into truss ...... .._.-_....... -._
TRUSS STRAPPING PLAN SCALE: %4"=1'-0"
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. 09.26.2018
;I
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
Above
&Beyond
Developing,lnc.
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
Project:
New Single
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL.
St. Lucie County
Sheet Title:
Truss Strapping Layout
Sheet #:
S2.0
Engineer:
EBE#z
SOUTHEAST BUILDING
ENGINEERS
PE-64781
5911 Pescara Dr.
Pace, FL 32571
772-774-9086 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
I,- � /i
Scott R. Sanders, P. .
FL P.E. No. 64781
2" V.T.R. -11
TUB
------------------
---------
I
II I
0x10 I
---------
--------- ------
-. �W 17
I
0 CFM
-
op
II
I
lOxLD
00 1 ---F -r------� 1Ox6 --- ----- --
59 CFM V�
I � � I� II °
i•I
I I
I I
I I
tOx6
129 CFM r--------- { -
I!I
° C ° ___ 11
'+�
/1
\J ,i A. H.U.I;
Ili
I
°
i
-}-- I}— , , o
6
--- x4
M 1Ox6
70 CFM
12x12
12 N S o
•
i•I
I
I
`-----' I
I II� 8x4 -- - - -�"j'--------------------'"---
51
10x6 `-._. .-- ---- --—�_�-._
110 CFM
15.,
-- -�---------------------------- --------
I 6'
-_.____--------- -----------_-.----- - ---- ---------------- L
- _._ ...---...
1000 10x10
---
—.
li it
Toxic
L--�
II
106 CFM 106 CFM
12x8
150 CFM
I I —
II
II
i
--------- ---
--------------
--------------
--------------
HVAC LAYOUT SCALE: %4"=1'-0"
V.T.R.
4" TO APPROVED
SANITARY SYSTEM
SCALE: N.T.S.
ELECTRICAL FIXTURE
SCHEDULE
SYM.
DESCRIPTION
LIGHT FIXTURE
WALL M UN E LIGHT IXTURE
n F.E.
FLOOD LIGHT FIXTURE
RECESSED LIGHT
FIXTURE
V
VAPOR SEAL
CHANDELIER
FAN FIXTURE
®
EXHAUST FAN/LIGHT FIXTURE
®
EXHAUST FAN
OARCI
ARC FAULT RECEPTICLE
�GFl
GROUND FAULT
RECEPTICALE
WP
WEATHER PROOF
FIXTURE
SWITCHED DUPLEX RECEPT.
QUAD RECEPT.
DUPLEX RECEPT.
SINGLE DEDICATED RECEPT.
4
SWITCHED SINGLE RECEPT.
220V RECEPT.
®
220V DIRECT WIRE
SO
SMOKE DETECTOR W/ CARBON
SWITCH
$3
3 WAY SWITCH
$4
4 WAY SWITCH
$D
DIMMER SWITCH
0
PUSH BUTTON
®
T.V. CABLE OUTLET
I
CHIMES
GARAGE DOOR SAFETY SWITCH
A
TELEPHONE OUTLET
I FLOURESCENT FIXTURE
):====C
WPC/
GFI
ELECTRICAL LOAD CALCULATION
1436 SQ FT X 3 WATTS PER SQ FT
2 APPLIANCE CIR @ 1500 WATTS EACH
1 LAUNDRY CIR @ 1500 WATTS EACH
1 RANGE @ 8KW
2 DISWASHER AND DISPOSAL @ 1500 WATTS EACH
1 MICROWAVE @ 2000 WATTS
1 WATER HEATER @ 4.5 KW
1 DRYER @ 5 KW
1 REFRIGERATOR @ 1500 WATTS
2 BATHROOM @ 1500 WATTS EACH
6•I11-11:111I
FIRST 10 KW @ 100%
REMAINDER @ 40%
A/C HEAT @ 100%
rrn»
30323 WATTS DIVIDED BY 240 VOLTS = 126 AMPS
USE 200 AMP SERVICE
4308 WATTS
3000 WATTS
1500 WATTS
8000 WATTS
3000 WATTS
4500 WATTS
5000 WATTS
1500 WATTS
3000 WATTS
35808 WATTS
10000 WATTS
10323 WATTS
10000 WATTS
30323 WATTS
F.P.L. SERVICE
(IF OVERHEAD)
(3) #2/0 (THW) COPPER &
(1) #4 GROUND (THW)
COPPER IN 2" GALV. CONDUIT
(3) #2/0 (THW) COPPER &
(1) #4 GROUND (THW)
COPPER IN 2" GALV. CONDUIT
F.P.L. SERVICE
(IF UNDERGROU
r.m"o
WALL
(3) #2/0 (THW) COPPER &
(1) #4 GROUND (THW)
COPPER IN 2" GALV. CONDUIT
120/240
Volt A/C Condenser E.W.H.
1 $-3W
200 AMP
30 Circ.
with Main
Breaker
#4 COPPER WIRE GROUND TO
FOOTING STEEL, COPPER WATER
PIPE, AND GROUND ROD
ELECTRICAL SERVICE
UNDER COUNTER FI
FOR DISHWASHER d(P
----'----
-- - -------------------
GF
17
`. ,
Gq
0 0O
_
-------- — illl-------------
II I I
LL CHAIN
I ATTIC
$p
i _ GHT
% ----
IF
I
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WH
N
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- - .---- - °
I
) o I
Sp FI
UGHT
.I
--- FAN
I
I
A C
ARCH
� �
---
® RC
� o FI ' lil
FOR A.H.U. III;
N ATTIC
(PA
--------------
..
ITI
(—I
I
SD
Z i Ilr --�
J -
SD
I
RC
-
I
SD 11
i
J
I
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I•
I
--------
---
-
--------------------------
(rGFI ' `\ (rGFI
r
I
IW
ELECTRICAL LAYOUT SCALE: %4"=1'—O"
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. 09.26.2018
I
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
AlVYe
&Be■
Developing, Inc.
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
Project:
New Single
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL.
St. Lucie County
Sheet Tltle.
Electrical & HVAC
Layout
Sheet #:
M1 .0
Engineer:
]SIGHT SIDE ELEVATION SCALE %4„=1'-0„
"5V" METAL ROOFING ATTACHED AS PER
MFG. SPECS OVER (1) LAYER OF 30
LB FELT OVER OVER 1%2" PLYWOOD
INSTALLED STAGGERED AND FASTENED
TO PRE-ENGINEERED TRUSSES W/ 8D
RINGSHANKS NAILS @ 6" O.C. @
EDGES AND 6" ON CENTER IN FIELD
MTL. DRIP
EDGE
\-2"x6"
FASCIA
f 2'-0"
STUCCO SOFFIT INSTALLED
AS EXTERIOR CEILING DETAIL
STUCCO SIDING J
P17/iD VT1717Ar1,if)NT C- rATU 1/ff-1f nff
c
4
3&6
R-30 S
-%" CIELING DRYWALL
MTL. STRAP SEE STRAP
SCHEDULE FOR DETAILS
DEL. COURSE OF BEAM
BLOCK W/ (1) #5 CONT.
REBAR W/ CORNER
BENDS FILLED W/ 3000
PSI CONC EA. COURSE
Y2" DRYWALL
-
#5 REBAR W/ 10" BEND
IN BEAM IN FILLED CELL
o
W/ 3000 PSI CONC.
4'-0" O.C. MAX & ALL
JAMBS, CORNERS, AND
BENEATH GIRDER
BEARING LOCATIONS
3/4" FOIL BACKED INSUL.
OVER 1"x2" FURRING
STRIPS @ 24" O.C.
/- SEE SHEET S1 FOR
FOOTER STEEL DETAILS
WOOD BASE BOARD
FLOOR COVERING TO BE
I DETERMINED IN FIELD
.I
SEE SHEET 51 FOR
FOOTER DETAILS
ALL SECTION
3/ 59=1'-099
4
AREA SCHEDULE
LIVING A/C 1,436 Sq Ft.
FRONT PORCH 3M_SqFtj
Sq Ft.
Sq Ft.
TOTAL 1,820 Sq Ft.
C&C Vasd Wall Wind Pressures
160 C Risk Cat. II H<15 Ft.
one 4 Interior
Zone 5 Exterior
SF = +33.5 / .36.3
E) 10 SF = +33.5 / -44.8
SF = +31.9 / -33.9
F) 20 SF = +31.9 / -41.1
SF = +29.9 / -32.7
G) 50 SF = +29.9 / -37.5
SF = +28.4 / -30.3
H)100 SF = +28.4 / -33.9
SF = +24.9 / -26.6
I)500 SF = +24.9 / -26.6
RoofC&C Pressures
met: -25.3 Zone2:-53.4 Zone3:-78.8
■
FRONT ELEVATION SCALE %4"=1'-019
®
is
FOIL BACK
FOIL BACK
FOIL BACK
INSULATION
INSULATION
INSULATION
DOOR THRESHOLD FASTEN
CBS BLOCK
CBS BLOCK
, 1%4" P.T.
W/ TAPCONS AS PER
WALL & LINTEL
1%2" P.T.
WALL & LINTEL
1"x2" P.T.
1'x2" P.T.
PRODUCT APPROVAL
FURRING
FURRING
FURRING STRIP
DOOR PANEL
STRIP
STRIP
Y2„
Y2 •
--
EXTERIOR
DRYWALL
EXTERIOR
DRYWALL
SIDING
SIDING
�-
1 "x4" P.T.
1 "x4" P.T.
TAPCONS SEE
IF 1 x P.T. BUCK
PRODUCT APPROVAL
1 %4" P.T.
USED THAN Y4"dx23/4"
ATTACH P.T.
DOOR
AFFIDAVIT FOR TYPE
WOOD BUCK
TAPCONS THIRD DOOR
c
BUCK IN SUCH
A CBS BLOCK
AND SPACING FRAME AS PER
MANNER AS TO, AS A WALL ATTACH P.T. DOOR BUCKS IN SUCH A MP
PRODUCT SPECS
Window Head (SEE PRODUCT
APPROVAL AFFIDAVIT)
MINIMUM, COVER THE AS A MINIMUM, COVER THE ENTIRE WIDTH
ENTIRE WIDTH (AS EXTERIOR MEASURED FROM INSIDE TO OUTSIDE) OF
SIDING AMB
Y2" DRYWALL
1 %2" P.T.
FURRING STRIP
FOIL BACK
INSULATION
CBS BLOCK
WALL
MEASURED FROM DOOR J
IF 2X P.T. BUCK INSIDE TO OUTSIDE) IF 1x P.T. BUCK USED THAN 1'4"oxV/4" TA
USED THAN 3/16%34" OF PREHUNG DOOR DOOR FRAME AS PER PRODUCT SPECS
1 "x4' P.T. TAPCONS SPACED AS JAMB. APPROVAL AFFIDAVIT).
r OP.T. PER PRODUCT IF 2X P.T. BUCK USED THAN 3/6"x3Y4" TAI
WOOD BUCKI APPROVAL. / WOO
TAPCONS SEE
EXTERIOR PRODUCT APPROVAL
SIDING AFFIDAVIT FOR TYPE
AND SPACING
Window Jamb
AS PER PRODUCT APPROVAL.
Door Head Door Jamb
Note: All bucks to be flashed in c
compliance with R703.6 as -l�lyn4��
listed on sheet Cl REVISf6
TYPICAL WINDOW AND DOOR DETAILS I Foy
u�C
PRE-ENG.
TRUSSES
WIRE LAT
STUCCO
WIRE LATH SHALL BE ATTACHED ACCORDING TO ONE OF THE FOLLOWING
METHODS (FINAL METHOD TO BE DETERMINED IN FIELD):
1. DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL
LATH AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD
FRAMING MEMBERS WITH 1Y2" ROOFING NAILS DRIVEN FLUSH WITH
PLASTER BASE. (ASTM 7.10.2.2)
2. EXPANDED 3/8" RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD
FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS
THAN 13/4" PENETRATION INTO WOOD FRAMING. (ASTM 7.10.2.3)
WITH EITHER METHOD THE SPACING OF FASTENERS TO BE 7" O.C. ALONG
SUPPORTS AS PER ASTM 7.10.2.1
AS PER ASTM 7.10.2.4 IF COMMON NAILS ARE USED THEY SHALL BE BENT
OVER TO ENGAGE NOT LESS THE THREE STRANDS OF LATH, OR BE BENT
OVER A RIB IF RIB LATH IS INSTALLED
UCT APPRON'
OPENING& I MODEL# I MANUFACTURER
AdWWAVM"
23 SH Window
24 SH Egress Window Series
2461
34 SH Window
3080 Entry W/ 12"
Sidelight
6080 Dbl, Door
SH-5500
Eastern
Architectual
Systems
GLASS
Hi -Impact
PGT
Opaque
Fiberglass Thermo Tru Corp,
Door NIA
0 "I
ATTACHMENT METHOD
�XP."."
- t 51GN
TYPE, SIZE, SPACING &EM IE
AT
ESSURE
3116" Tapcons x Sufficient length t per( $
ccnc. Mtn 1-1/40@
Header: 6" from Comers and @ 21" Max O.C.
FL14604:6-R7
+50.01-50.0
thereafter
Jambes 6" from comers & @ 12" max O C.
thereafter
1/4" Tapcons x Sufficient length to penetrate
cono Min 1-1/4"@
17-0630.05
Header: 12' from Comers and equally spaced
7130/20
*65.01-70.0
(2) above meeting rail & (3) Below meeting rail
Jambs: (1) 12" from comers (2) total
114" Tapoons x Sufficient length to penetrate
conc. Min 1-1/4"@
FL15037.3:
+50.0/-50.0
Header: 3" & 6" from Corners and 3"&7" to
each side of sldlight/door mullion
Jambs: 6" from comers & @ 14.5" max O.C.
171.15037A
+50.W-50.0
ATTACHMENT METHOD TYPE `"""' `" ""`�"" '
PRODUCT MODEL# MANUFACTURER EXPIRATION DESIGN
SIZE, SPACING EMBEDMENT &STIFFENER ETC. DATE PRESSURE
Gulf Coaa( Supply #9-16 Hex head wood screws w/ searing washer FL14645.3-R 74.8
Roofing "5V" Crimp & Manufacturing @ 16" O.C. along riff
Soffit Stucco
Siding Stucco
4'-8"
18'-0"
10 -8
_
1 7'-4" - --
-
w
08
24 SH
EGRESS
--------
_. .._-
------------------
WH
--
--------
-®- -� -
- l
'
---- ----
4'-64„
---
D. W
_�
"6
I-'
LAUNDRY
-
o
0
Ln d i
KITCHEN
00
TO CABINET
10'-0" FLAT
�
I �
O�O
10'-0" FLAT
� FACE
CEILING
BEDROOM
1I
CEILING
j
!L3
7�
1 12' 141"
I
01
0
10FLAT
J„
DINING
- --
-;I
8'-1Oil'
CEILING
3'-8
l
10-0FLAT
I
14'-64
i
CEILING
is
I0 W.I.C.
2680
M
_
- i- PKT.
r---
_
---------
MASTER
o
-
o
---Fw--------j------;
zI
-------- --------�-------
IBATH
1I
6'-2I
'-
_wa L____-------_1
m
10'-0" FAT
CEILING
u
xC5Kl0I
a----
ri a
<BATH2
10D" FLAT
M Y
CEILING
-li-N--
----------------------------------------------
---_-_------
--- -- ------
..II
-'MASTER
'1
o
GREAT
BEDROOM
_
BEDROOM #2
;
;
ROOM
i
o'-o"FAT
CEILING
10'-0" FLAT
in
10'-0" FLAT
CEILING
-
CEILING
12'-14°'
2' '�44
20'-44"
14'-64"
-
o
,I
II
G
00
�
-
_
I1
1
I
I
'
.
.
-------------- .
---------- ---
34 SH
--------- ---
3080 W/
--------------
34 SH
34 SH
I 1
EGRESS
12"
SIDELIGHT
EGRESS
I i
4"
11'-8"
16'-8"
12'-4"
I I
I I
II
I I
FRONT PORCH
10'-D" FLAT
CEILING
=====__________-------________
---------------------------------
---_________________________-----m
16" 'l 6" 1
10'-4"
16"
10'-4"
16"
10'-4"
16"
10'-4"
16" 16"
50'-8"
SCALE:
n
N
v
0
I
Ln
I
Revisions:
No. Date Description
Zj, 05.02.2019 In Field Revision
Drawn: Issue Date:
J. D. 09.25.2018
I
I.C.E.D. Services L.L.C.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
Devslopinp, InD,
1081 SW Bianca Ave.
Port Saint Lucie, FL
(772) 828-9402 phone
Lic #: CBC-1261264
Project:
New Single
Family Residence
11100 Carlton Rd.
Port Saint Lucie, FL.
St. Lucie County
Sheet Title:
Floor Plan & Elevations
Sheet #:
Al .0
Engineer:
35£
{
a
vf4�
SOUTHEAST BUILDING
ENGINEERS
PE-64781
5911 Pescara Dr.
Pace, FL 32571
772-774-9086 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OFT E 2017
FLORIDA BUILDIN$'CO ,% H ED.
`�4c gyV%b
Coop
Sco . anders, P.E.
FL P.E. No. 64781
Ak ® Al►