HomeMy WebLinkAboutSite PlanSTRUCTURAL NOTES:
CONCRETE:
*SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI
@ 28 DAYS.
*SLUMPS SHALL BE 4" MIN AND 6" MAX.
*MIN 3% AIR ENTRAINMENT.
*MAX WATER/CEMENT RATIO OF 0.55.
REINFORCING:
*SHALL MEET ASTM STANDARDS FOR 60 GRADE.
*ALL REINFORCING STEEL SPLICES SHALL BE LAPPED A
MINIMUM 40 BAR DIAMETER ALL HOOKED REINFORCING BARS
SHALL HAVE AN EXTENSION OF 12 BAR DIAMETERS BEYOND
BEND.
*ALL OUTER BARS IN FOOTERS SHALL HAVE CORNER BARS
WITH A MINIMUM 40 BAR DIAMETER LAP.
ALL FOOTER BARS SHALL HAVE A MIN. 3 CONC. COVER WHERE
THE CONC. IS CAST AGAINST EARTH, OR 12" WHERE CONC. IS
FORMED AND EXPOSED TO EITHER WEATHER OR EARTH.
WOOD:
*ALL LOAD BEARING STUDS TO BE: #2 SOUTHERN YELLOW
PINE, #2 DOUGLAS FIR -LARCH, #2 SPRUCE -PINE -FIR, OR BETTER
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*ELECTRICAL CONTRACTOR SHALL COMPLY WITH 2O11 N.E.C. AND ALL OTHER APPLICABLE
CODES.
*ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS, RISER DIAGRAM, &
ELECTRICAL PLAN & NOTIFY THE G.C. OF ANY ERRORS OR DISCREPENCES PRIOR TO
INSTALLATION.
*ELECRICAL CONTRACTOR IS TO SIZE BRANCH CIRCUITS. A MAXIMUM VOLTAGE DROP OF 3
PERCENT IS PERMITTED.
*ALL OUTLETS, SWITCHES/DIMMERS, AND LIGHT FIXTURE LOCATIONS TO BE VERIFIED BY
OWNER ON WALK-THRU WITH ELECTRICAL CONTRACTOR.
*ALL DEVICES SHALL BE SMOOTH TYPE (WHITE) UNLESS OTHERWISE NOTED.
*ALL RECEPTACLES INSTALLED OUTDOORS, BATHROOMS, GARAGE, LAUNDRY, AND
KITCHENS TO HAVE GROUND FAULT CIRCUIT INTERRUPTER ALL OTHER RECEPTACLE
LOCATIONS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER
COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT PER
NEC 210.12(B).
*PROVIDE/INSTALL TAMPER -RESISTANT RECEPTACLES IN ALL AREAS AS SPECIFIED BY NEC
210.52.
*UNLESS OTHERWISE NOTED, MINIMUM SIZE WIRE SHALL BE #12 "AWG", EXCLUDING
CONTROL WIRING.
*VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIP. MANUR SPECS.
*ALL ELEC. SWITCHES SHALL BE 48" A.F.F. AND ALL RECEPTACLES SHALL BE 12" A F.F. UNLESS
OTHERWISE NOTED.
*SMOKE DETECTORS TO BE INTERCONNECTED AND HARD -WIRED AND MEET ALL
APPLICABLE LOCAL BUILDING CODES.
*ELECTRICAL RECEPTACLES TO BE INSTALLED IN ALL ADDITIONAL LOCATIONS AS
REQUIRED BY CODE EVEN IF NOT SHOWN ON THE DRAWINGS.
*ALL ELECTRICAL DEVICES LOCATED IN NON -CONDITIONED SPACE TO BE OUTDOOR
WEATHER RESISTANT RATED. ALL ELECTRICAL FIXTURES LOCATED IN NON-CONDITIONE.
SPACE SHALL BE MARKED "SUITABLE FOR WET LOCATION" OR "SUITABLE FOR DAMP
LOCATION".
G A MICHIN AVE
*CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION.
*CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIER, ETC. SHALL MAKE THEMSELVES FAMILIAR WITH THE CONTRACT DOCUMENTS AND SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. AS APPLICABLE AND REPORT ANY DISCREPANCIES, ERRORS OR OMISSIONS TO THE
ARCHITECT PRIOR TO ANY WORK BEING PERFORMED. OTHERWISE, THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY ERRORS AND THE CONTRACTOR,
SUBCONTRACTOR, MATERIAL SUPPLIER, E7C. SHALL ASSUME FULL RESPONSIBILITY FOR ERRORS AND/OR DELAYS AND CORRECT THEM AT THEIR OWN EXPENSE.
LANCE A VOGL SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
*THE ARCHITECT HAS NOT BEEN RETAINED FOR THE SUPERVISION OR THE ADMINISTRATION OF THE EXECUTION OF THE WORK OF THIS PROJECT.
*EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY PRECAUTIONS
AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A, APPLICABLE BUILDING CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION.
*EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS
PORTION OF THE WORK.
*CAULKING USING A ONE -PART URETHANE PRODUCT SHALL BE APPLIED AT ALL JUNCTIONS OF WALL AND WINDOW AND DOOR FRAMES WITH ABUTTING WALL
SURFACES TO PROVIDE A WEATHERTIGHT, WATER-RESISTANT INSTALLATION.
*DUROCK SHALL BE USED IN ALL WALL THE AND FLOOR TILE LOCATIONS OTHER THAN OVER CONCRETE. ALL GLASS AT SHOWERS/TUBS TO BE TEMPERED.
*PROVIDE EGRESS WINDOW UNITS @ ALL NEW SLEEPING AREAS AS REQUIRED BY CODE.
*CONTRACTOR(S) TO COORDINATE WALL BLOCKING REQUIREMENTS W/ CABINETRY AND SHELVING LOCATIONS.
*ALL WOOD IN CONTACT WITH MASONRY TO BE PRESSURE TREATED SYP MEETING AWPA STANDARDS TO A MINIMUM 0.4 PCF RETENTION. ALL METAL
CONNECTORS, NAILS, & SCREWS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED AND CONFORM TO ASTM STANDARDS.
*ALL EXTERIOR DOORS/WINDOWS IN LOCATIONS SUSCEPTABLE TO SOLAR HEAT GAIN SHALL BE A MIN. OF LOWE 240.
*ALL WINDOW/DOOR DIMENSIONS ARE NOMINAL (*VERIFY ROUGH OPENINGS WITH MANUFACTURER)
*REFER TO BUILDING PLANS & ELEVATIONS FOR DOOR/WINDOW TYPE & CONFIGURATION.
*TNTP.RTYIR DOOR STYLE AND TRTM ST'YT.F, TO BF, VERIFIED BY OWNER. DOOR HARDWARE TO BE SELECTED BY OWNER _ _ _ _ _ _ _ _ _
*WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER 2014 FBC R302.9.3
*INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING
ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 PER 2014 FBC SECTION R203.10.
*THE SPIRAL STAIRCASE SHALL PROVIDE A MINIMUM CLEAR WIDTH AT AND BELOW THE HANDRAIL OF 26' WITH EACH TREAD HAVING A 7 J" MIN. TREAD DEPTH AT
12" FROM THE NARROWER EDGE. ALL TREADS SHALL BE IDENTICAL, AND THE RISE SHALL BE NO MORE THAN 9 2'. A MINIMUM HEADROOM OF 6 6" SHALL BE
PROVIDED.
INDEX OF DRAWINGS
Al SITE PLAN & PROJECT DATA
A2 FOUNDATION, FLOOR, & FLOOR FRAMING FLANS
A3 ROOF/ROOF FRAMING PLANS, SCHEDULES, & PLUMBING RISER
A4 ELEVATIONS
A5 BUILDING SECTION
A6 SECTIONS & DETAILS
A7 ELECTRICAL PLAN
AREA CALCULATIONS:
1ST FLOOR CONDITIONED SPACE ........... 875 S.F.
LOFT.......................................................................166 S.F.
COVERED DECKS/PORCHES ......................115 S.F.
TOTAL UNDER ROOF....................................1,156 S.F.
PAVER DRIVEWAY/WALKS .........................648 S.F.
*ALL AREAS CALCULATED TO OUTSIDE DIMENSIONS
DATA & DESIGN PRESSURE SCHEDULE
1.WIND LOADS BASED ON FLA. BUILDING CODE 2014, ASCE 7-10 & 2011 N.E.C.
2. TYPE OF CONSTRUCTION: WOOD FRAME
3. BUILDING DESIGN: ENCLOSED
4. WIDTH OF END ZONE: 3'
5. BASIC WIND SPEED: 165 MPH 3 SECOND GUSTS
6. BUILDING CATEGORY: II
7. BUILDING MEAN HEIGHT: 201011
8. EXPOSURE CATEGORY C
9. ADJUSTMENT COEFFICIENT: 1.0
10. COMPONENTS & CLADDING WIND PRESSURE ON:
1OA: ROOF ZONE: 1) +21.8 / -34.6
2) +21.8 / -60.3
3) +21.8 / -90
1OB: WALL ZONE: 4) +37.8 / -41
5) +37.8 / -50.7
1OC: GARAGE DOOR: 6) N/A
INTERNAL PRESSURE COEFFICIENT: +/- : 0.18
LOADS: FLOOR: 50 PSF
ROOF DEAD/LIVE: 15/30 PSF
IMPACT PROTECTION: IMPACT GLASS
CONCRETE WEATHERING RISK NEGLIGIBLE
TERMITE INFESTATION RISK: VERY HEAVY
1
NOTE: ALL ZONES CALCULATED FOR WORST CASE SCENARIO; (10 S.F. EFFECTIVE WIND AREA)
(DOOR/WINDOW PRESSURES MAY VARY BASED ON SIZE OF DOOR/WINDOW OPENING)
BUILDING DEPARTMENT PRODUCT APPROVAL
PRODUCT
MODEL #
MANUFACTURER
ATTACHMENT METHOD
APPROVAL # /
BUILDING DESIGN
PRESSURES
TYPE, SIZE, SPACING & EMBEDMENT
EXPIRATION
EVALUATION
AGENCY
PRODUCT DESIGN
PRESSURES
WINDOW
8100 SERIES
VINYL SING. HUNG.
CUSTOM WINDOW
SYSTEMS
AS PER MANUR INSTALL.
INSTR
AS PER MANUR INSTALL.
INSTR-
AS PER MANUR INSTALL.
INSTR.
FL-5823
07/21/2020
+37.8/-50.7
+67.5/ -67.5
E1'A
WINDOW
8400 SERIES
VINYL AWNING
IMPACT
CUSTOM WINDOW
SYSTEMS
FL-7060.1
07/21/2020
+37.8/-50.7
+67.5/ -67.5
FPA
SLIDING GLASS
DOOR
570 SERIES
IMPACT
PGT
FL-8208.2
11/11/2016
+37.8/ -41
+60/-60
EPA
FRONT ENTRY
GLAZED FIBERGLASS
THERMA TRU
AS PER MANUR INSTALL.
FL-10975.1
+38.5 / -41.9
DOOR
INSTR
12/31/2015
+55/ -55
FPA
REAR ENTRY
GLAZED FIBERGLASS
'THERMA TRU
AS PER MANUR INSTALL.
FL-10975.1
+38.5 / -41.9
DOOR
INSTR
12/31/2015
+55/ -55
FPA
ROOF
GULFLOK
GULF COAST
AS PER MANUR INSTALL.
FL-11651.2
-90
SUPPLY & MANUF.
INSTR.
04/12/2024
-116
FPA
SHUTTERS
IMPACT ALUMINUM
FLORIDA
AS PER MANUR INSTALL.
14-1120.09
+54 / -64
BAHAMA
SHUTTERS INC.
INSTR.
03/08/2024
+80/ -80
rEAMI DADE
FIBER CEMENT
SIDING
HARDIE-PLANK
JAMES I IARDIE
AS PER MANUF. INSTALL.
INSTR.
15-0122-.04
05/01/2017
-53.8
MIAMI DADE
-76
MULL BAR
1760 SERIES
CUSTOM WINDOW
INSTALLED BY hMANUF.
FL-9520.01
+46.1 / -50
MULL BAR
SYSTEMS
04/10/2016
EPA
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SHEATHING NAILING SCHEDULE _
---- ------
ITEM
NAIL SIZE
EDGE
SPACING
FIELD
SPACING
NOTES
fl' ROOF
SHEATHING
ZONE 1, 2, & s (8d ROUND
HEAD (RING SHANKt
4" Q.C.
6" O.C.
GLUE ALL PLYWOOD WITHIN
4' OF ROOT' EDGE
ROOF SHEATHING
TO TOP OF FASCIA
8d ROUND HEAD (RING
SHANE�
4' O.C.
N/A
NAIL 2x FASCIA TO TRUSS
ENDS W/ (2) 16d NAILS (MIN.)`
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8d
4" O.C.
6" O.C.
—
TT_OOR SHEATHING
10d ROUND HEAD (RING
SHANKS
6" O.C.
12" O.C.
GLUE ALL & PROVIDE BLOCKING AT
SEAMS AT FIRST 2 BAYS FROM PERIMETER
TRUSS CON_N_ECTION SCHEDULE
TYPICAI. CONNECTION
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON I IHF.TA20 _
NOTES:
UNLESS NOTED OTHERWISE. ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
(2) SIMPSON HTS20 UNLESS NOTED OTHERWISE ON LAYOUT.
TRUSS ID
SIMPSON
FASTENERS
MAX ALLOWED
NOTES
CONNECTOR ID
TRUSS TO FRAME WALL
HTS20.
20-10d
1450 (EACH)
GIRDER TO FRAME WALL
HTS20
20-1 Od _
1450 (EACH)
(2) EACH TRUSS END
NOTES: _ __ _ _ -
_ _
-TRUSS MANUFACTURER IS RESPONSIBE FOR FINAL LAYOUT, SPANS, & ALL TRUSS & HEADER ENGINEERING.
L
-TRUSS MANUFACTURER TO INDICATE UPLIFT REACTIONS @ TRUSS/GIRDER ENDS & PROVIDE HANGER
CAI LOUTS FOR TRUSS TO GIRDER & GIRDER TO GIRDER CONNECTIONS
-SIMPSON CONNECTORS SHALL BE ATTACHED PER MANUFACTURERS STANDARDS. VERIFY WITF1
MANUFACTURER PRIOR TO INSTALLATION.
-INSTALL, MOISTURE BARRIER BETWEEN CONCRETE AND All,, NON PRESSURE -TREATED WOOD FRAMING.
-SUBSTITUTION OF.ANCHORAGE HARDWARE W/ EQUAL OR GREATER VALUES IS PERMITTED WITH APPROVAL
FROM ARCHITECT. ARCHITECT ASSUMES NO RESPONSIBILITY FOR SUBSTITUTIONS WHICH DO NOT MEET THE
LOAD REQUIREMENTS.
I MDR. SIZE I SPECIES I NAILING
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G HEADER SCHEDULE
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PLUMBING LEGEND
VENT PIPIK
[p STUDOR VENT (S.VJ
} ROOF VENT
A. ALL WORK SHALL COMPLY WITH 2O14
FLORIDA PLUMBING CODE, 2014 FLORIDA
GAS CODE, AND ANY OTHER APPLICABLE
CODES.
B. PLUMBING PIPING & VALVES:
-COPPER TYPE "K" PIPING AND FITTING
BELOW SLAB.
-COPPER TYPE "L" PIPING AND FITTINGS
ABOVE SLAB.
-LEAD FREE SOLDERED JOINTS.
-SCHEDULE 40 PVC SANITARY SEWER &
VENTS.
C. VENT TO REAR OF STRUCTURE
D. CONTRACTOR TO VERIFY ALL PIPE
SIZES/SPECS PER EQUIPMENT AND
APPLICABLE CODE.
E. CONNECTION TO EQUIPMENT SHALL BE
VERIFIED WITH MANUF.'S CERTIFIED
DRAWINGS.
F. BEFORE FABRICATION, VERIFY AND
COORDINATE ALL DIMENSIONS IN FIELD.
G. ALL EQUIPMENT SHALL BE SUPPORTED AS
REQUIRED TO PROVIDE A VIBRATION
FREE, RIGID INSTALLATION.
H. PROVIDE WATER HAMMER ARRESTORS AT
EACH BRANCH LINE.
2"SINK W�
DISP. &
DISHWASH
3 PLUMBING RISER_
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9' 0" (T.O.P.)
v
8• 0" (HEAD. HT.)
0' 7.25 (T.OfI,)
0' 0' (T.O.F.F.)
BASE FLOOD ELEVATION
-,-_-- AE 6
APPROX. FINISHED GRADE
4.2�—
15 D" (T.O.P.) _
14 4" (HEAD HT.)
9- 0" (T.O. P.)
8' 0" (HEAD. HT.) @_
0' 7.25" (T. D.F.F.} -- 7 2 v—
BASE FLOOD ELEVATION,
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EXISTING GRADE
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LEFT (SWX ELEVATION
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14 4" (HEAD
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9- 0" (T.O.P.)
8' 0" (HEAD. HT.) 94
6' 8" (HEAD. HT.) Q�
0' 7.25 (T.O.F.F.)
0' 0" (T.O.F.F.)
2 v—
BASE FLOOD ELEVATION,
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EXISTING GRADE
4.5
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HALF SIZE
1 REAR (NW) ELEVATION
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14 3" (HEAD HT.)
SIMPSUN HIS20
(EACH RAFTER)
lx2 P.T. DRIP ON
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FIBER CEMENT SOFFIT -
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FIBER CEMENT SIDING ON
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-
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ELECTRICAL SERVICE LOADS:
1041 SQ/FT(@ 3 WATTS/SF)
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APPLIANCE CIR.(2 @ 1500 EACH)
3,000 WATTS
I_AUNDRY CIR. (1@ 1500 EACH)
- 1,500 WATTS
RANGE
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EXHAUSTHOOD
=500 WATTS
DISHWASHER
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DISPOSAL
=1,500 WATTS
MICROWAVE
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WATER HEATER
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REFRIGERATOR
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FREEZER
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DRYER
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SUB-TOTAL=32,623 WATTS
TOTAL PANEL LOAD:
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TOTAL: 29,050 WATTS
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TOTAL AMPS: =121 AMPS
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COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS
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NSTALLED PRIOR TO INSTALLING
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FOR ERECTION AND INSTALLATION OF TRUSSES
2) PERMANENT BRACIN( FOR THE STRUCTURE IS HE
ESPONSIBILITY OF OTHERS.
OUR DESIGN DEPARTMENT MUST APPROVE
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TO THE CURRENT SIMPSON STRONG TIE CATALOG
NY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
Truss
a Sheets
TRUSS PLACEMENT PLAN
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
EAST COAST TRUSS
5285 ST. LUC E BLVD. FT. PIERCE, EL 349646
OFFICE: (772) 466-2480 FAX: (772)466-5336
STOMER:Snyder, Dan
B NAME: Snyder Res.
DRESS:TBD
'Y/COUNTY:Jensen Beach/St. Lucie
# 29630
MODEL:Custom
SQ FT 6
DATE 10/23/15 IMEST�710123=
61G15"1.003 (3) (C), EAST COAST TRUSS u the
"Tress Design Engineer"
Trun. ere designed in eC<ortlnna with the
Florid. Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval...,
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this x
drawing. m,
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and`
labor required due to errors other than those of EAST'"
COAST TRUSS.
Signed: Date:
DDE = FBC 2014/TP12007 ASCE 7-10
=SIGN CRITERIA =MWFRS
CCUPANCY CATEGORY= II
(POSURE = C
WF SPEED =170
JILDING TYPE =ENCLOSED
EAN HEIGHT: 18.00
FLOOR: DUR FACTOR= 1.0
PSF= T CLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0-15.0-0.0-10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
1-
2-
3-
4-
5-
6-
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'0' OR MORE
BE SET WITH A SPREADER BAR. THE
IDER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES
SUPPORT ANY PLANT SHELVES
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Designed Bv: LM ' 10123120