HomeMy WebLinkAboutBUILDING SITE PLANEAST ELEVATION
SCALE: 3/16"= 1'-0"
WEST ELEVATION
SCALE: 3/16"= V-0"
8-6"
NORTH ELEVATION
SCALE: 3/16"= 1'-0"
5/12 METAL
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FILE C SHEET INDEX
GENERAL SPECIFICATIONS:
1. ROOF: METAL ROOFING OVER PEEL & STICK OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN
2. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC- CONT BOND BEAM TOP (2) COURSES W/#5
REBAR EA COURSE- 5/8" OR 1/2" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP.
3. STEM WALLL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC. FILL ALL CELLS
4. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" GWB OVER 3 5/8" 25 GA METAL STUD OR 2x4 @ 16" OC
5. CEILING: 112" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD.
6. EXTERIOR SOFFIT: STUCCO & LATH OVER FRAMING W/ NO VENTS.
7. PORCH CEILING: STUCCO & LATH OVER FRAMING.
8. PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT
9. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES.
R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES.
10. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
�- - - - - -
10' SY setback
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ARCHITECTURAL SITE PLAN
SCALE: 3/32"= 1'-0"
SOUTH ELEVATION
SCALE: 3/16"= 1'=0"
105.00
15' RY setback
10' SY setback
1
A-1
elevs
A-2
gen notes
A-3
floor plan
A-4
foundation plan
A-5
framing/elect plan
PROJECT DESCRIPTION
NEW CONSTRUCTION OF A 1 STORY RESIDENCE ON A
VACANTLOT.
ZONING INFORMATION:
parcel id: 3410-602-0017-000-8
Rs-3 (unincorporated St. Lucie County)
lot (approx.): 115'x105'
flood zone: X
DIVISIO�y (UTILITY INFORMATION:
ST. LUCIE COUNTY BUlLfJI1I� /I gas: n/a
REVIEWED FOR COMPL L//_ sewage: septic
REVIEWED BY potable water: well
DATE B K P ON JCB
PLANS AND PERMIT MU
SITE OR NO INSPECTIONS) WILL BE MADE AREA CALCULATIONS:
03A013ddV 3NV SN01103dSNl -111Nn
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conditioned living area
1,833 sf
garage
541 sf
covered porch
133 sf
covered entry
285 sf
total building area
2,792 sf
Front setback
25 ft
side setback
loft
rear setback
15 ft
height setback
35 ft
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSfsinOFTHE
CONTRACTOR OF RECOR0,
SITE PLAN NOTES:
-PLAN IS FOR SCHEMATIC LAYOUT ONLY, REFER TO SITE
PLAN BY SURVEYOR. TO OVERRIDE THIS PLAN
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12/10/18
SHEET
A-1
y ` Np1S P.
AR97108
BASIS OF STRUCTURAL DESIGN:
psf assumed SOIL BEARING. 2000 p (assumed)
WIND: 160mph (ultimate), risk category 2, exposure B, wind borne debri region,
enclosed
design
FROST DEPTH: 12"
THE STRUCTURAL DESIGN APPROACH FOR MASONRY, ROLLED STEEL, AND LIGHT WEIGHT
STEEL IS WORKING STRESS DESIGN. THE DESIGN APPROACH FOR REINFORCED CONCRETE
IS ULTIMATE STRENGTH DESIGN. THE DESIGN SERVICE LOADS AREAS FOLLOWS:
ROOF LIVE LOAD
20 PSF(slope<4:12), 15 PSF(slope2*12)
ROOF DEAD LOAD
10 PSF TC (shingles, metal, modified bitumen)
15 PSF TC (concrete tile)
ROOF WIND LOAD
(SEE DRAWINGS)
CEILING DEAD LOAD
10 PSF BC
WALL WIND LOADS
(SEE DRAWINGS)
FLOOR DEAD LOADS
15 PSF TC, 5 PSF BC
FLOOR LIVE LOADS
SEE BELOW
FLOOR LIVE LO
Uninhabitable attics without storage
10 psf
Uninhabitable attics with limited storage
20 psf
Habitable attics and attics served
with fixed stairs
30 psf
Balconies (exterior) and decks
40 psf
Fire escapes
40 psf
Guardrails and handrails
200 lb
Guardrail in -fill components
50 plf
Passenger vehicle garages
50 psf
Rooms other than sleeping room
40 psf
Sleeping rooms
30 psf
Stairs
40 psf
WIND PRESSURES
COMPONENT AND CLADDING LOADS... FROM TABLE FBC R301.2(2)
ZONE
EFFECTIVE
WIND
AREA
(SF)
160
Roof > 7
to 27
degrees
1
10.0
15.9
-25.0
1
20.0
14.5
-24.0
1
50.0
12.7
-23.0
1
100.0
11.2
-22.0
2
10.0
15.9
-44.0
2
20.0
14.5
-40.0
2
50.0
12.7
-35.0
2
100.0
11.2
-32.0
3
10.0
15.9
-65.0
3
20.0
14.5
-60.0
3
50.0
12.7
-55.0
3
100.0
11.2
-51.0
Wall
4
10.0
27.7
-30.0
4
20.0
26.4
-28.0
4
50.0
1 24.7
-27.0
4
100.0
23.5
-25.0
4
500.0
20.6
-22.0
5
10.0
27.7
-37.0
5
20.0
26.4
-34.0
5
50.0
24.7
-31.0
5
100.0
23.5
-28.0
5
500.0
20.6
-22.0
Garage
Door
9'xT
24.3
-27.5
16'x7'
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1 23.3
-26.0
1 adjustment factor
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GENERAL NOTES
1. CODE COMPLIANCE:
16.
CONCRETE MASONRY:
23.
PE TRUSSES:
ABBREVIATIONS:
1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require
16.1.
ALL MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING
23.1.
FIELD VERIFY WITH ARCHITECT EXACT LOCATIONAND CONFIGURATION BEFORE MODIFYING EXISTING
for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor,
MASONRY.
TRUSSES. DO NOT CUT ANY FRAMING MEMBERS OR TRUSSES WITHOUT EXPRESS WRITTEN AUTHORITY
AS
ANCHOR BOLT
hereby agrees to comply with all local, state, and federal regulations having
jurisdiction over this project, and to comply with all
16.2.
MASONRY STRENGTH (fm DESIGN) LINO:
FROM THE ENGINEER AND ARCHITECT.
A/C
AIR CONDITIONER
governing codes, including but not limited to, the most current editions as adopted
by the state of Florida, of the following:
-BLOCK STRENGTH = 1900
23.2.
FIELD VERIFY DIMENSIONS OF NEW PRE-ENGINEERED TRUSSES PRIOR TO CONSTRUCTING.
AHU
AIR HANDLING UNIT
2017 FBC: RESIDENTIAL, 6th ad
-MORTAR STRENGTH = 1800
23.3.
CONTRACTOR TO SUBMIT THE TRUSS ENGINEERING TYARCHITECT TO REVIEW FOR ADHERENCE WITH
AT
ACOUSTICAL TILE
2017 FBC: EXISTING BUILDING, 6th ad
-GROUT STRENGTH = 2000
DRAWINGS PRIOR TO CONSTRUCTION. ARCHITECT'S SEAL WILL NOT BE APPLIED.
2017 FBC: ENERGY CONSERVATION, 6th ad
16.3.
GROUT SHALL HAVEA SLUMP OF 8 TO 11 INCHES, BE IN CONFORMANCE WITH ASTM C 476-02 AND ATTAIN
23.4.
TRUSS CONFIGURATION DRAWN ARE SCHEMATIC ONLY, HOWEVER THE SUPPORTING STRUCTURE HAS
B.M.
A
BENCH MARK
2014 NATIONAL ELECTRIC CODE
COMPRESSIVE STRENGTH OF 3000 PSI. GROUT SHALL CONFORM TO REQUIREMENTS OF FLBC STANDARDS.
BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL
BM
BEAM
USE SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT
FINAL LAYOUT MY MFR. EXACT TRUSS WEB, CHORD SIZES AND LAYOUTARE TO BE DETERMINED BY THE
BC
BOTTOM CHORD
2. ALL GENERAL NOTES
SEGREGATION. ALL CELLS IN CONCRETE BLOCKS CONTAINING REINFORCING SHALL BE FILLED SOLID
MFR. TRUSS MFR TO DESIGN ANY PERMANENT BRACING REQUIRED FOR STABILITY.
BO
BY OWNER
2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF
WITH GROUT. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID. HOLD GROUT
23.5.
ALL TRUSSES FURNISHED SHALL BE SUPPLIED WITH SIGNED AND SEALED TRUSS DIAGRAMS PROVIDING
BOTT
BOTTOM
CONFLICT, THE MOST STRINGENT ITEM SHALL GOVERN.
DOWN 1-1/2" BELOW TOP OF BLOCK AT GROUT LIFT JOINTS AND AT CONCRETE PLACED OVER MASONRY.
THE MFR'S TRUSS SPECIFIC REQUIREMENTS FOR BRACING AND LATERAL MOVEMENT. ALL TRUSS -TO-
BP
BOTTOM PLATE
2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS, SUBCONTRACTORS,
16.4.
CONCRETE MASONRY UNITS SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED
TRUSS CONNECTORS TO BE SUPPLIED BYTHE TRUSS MFR. VERIFY THATTHE CAPACITYOF THE TRUSS
AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS.
AND BUILT TO THE THICKNESS AND IN A RUNNING BOND AS INDICATEDAND CONFORMING TO THE
ANCHORS CALLED OUT ON THE CONSTRUCTION DRAWINGS MEET OR EXCEED THE UPLIFT VALUES ON
CJ
CONTROL (CONSTRUCTION) JOINT
'i 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL
TOLERANCES SPECIFIED IN ACI 531 A AND 530.1.
THE TRUSS ENGINEERING. ANY TRUSS ANCHORS CALLED OUT THATARE OF INSUFFICIENT CAPACITY
CL
CENTER LINE
SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK.ANY DISCREPANCIES AN THE
16.5.
REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS UNLESS NOTED OTHERWISE AND
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR SUBSTITUTION.
CLG
CEILING
DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO
TIED OR OTHERWISE SECURELY SUPPORTED ATTHE TOP AND BOTTOM TO ENSURE THATTHE BAR DOES
23.6.
BRACE BOTTOM CHORD AS PER MFR SPECS, IF NON PROVIDED, PROVIDE CONTINUOUS'RAT RUN'
CMU
CONCRETE MASONRY UNIT
SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE
NOT MOVE DURING GROUTING.
LATERAL BRACE PERPENDICULAR TO BC 2x4 @ 12' OC (2) 12d NAILS EA BC.
CO
CONNECTOR
DISCREPANCYAND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY.
16.6.
MORTAR DROPPINGS AND OTHER DEBRIS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED.
23.7.
PREFABRICATED WOOD TRUSSES, JOISTS, AND GIRDER TRUSSES SHALL BE DESIGNED TO SUPPORT
COL
COLUMN
2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED
16.7.
CONTROL JOINTS SHALL BE PROVIDED IN ACCORDANCE WITH THE LOCATIONSAND DETAILS SHOWN ON
THEIR SELF -WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. INCLUDING, BUT NOT LIMITED
CONIC
CONCRETE
WRITTEN CONSENT OF THE ARCHITECTAND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPAREA
THE DRAWINGS. CONTROL JOINTS SHALL NOT EXTEND THROUGH THE TOP BOND BEAM COURSE. THE
TO, WALLS EITHER PARALLEL OR PERPENDICULAR TO THE SPAN, ALL MECHANICAL AND OTHER
CONT
CONTINUOUS
REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE
JOINTS ON BOTH SIDES OF THE WALL SHALL BE SEALED AND TOOLED SMOOTH.
EQUIPMENT, AND SHALL DESIGNED TO RESIST ALL DRAG FORCES, SHEARWALL UPLIFT AND DOWNWARD
CU
CONDENSING UNIT OR COPPER
CONTRACTOR BEFORE PROCEEDING WITH ANY WORK.
16.8.
WALL REINFORCEMENT: VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SPECIFIED
LOADS, AND OTHER SPECIAL LOADS NOTED ON STRUCTURAL, MECHANICAL, PLUMBING, OR
CW
COLD WATER
ON THE DRAWINGS. DESPITE IF SHOWN ON DRAWINGS- PLACE VERTICAL REINFORCING BARS AT
ARCHITECTURAL DRAWINGS OR CALCULATIONS. MINIMUM ALLOWABLE SHEAR SHALL BE 95 PSI,
CXN
CONNECTION
3. ARCHITECT & CONTRACTOR RELATIONSHIP
CORNERS, EA CELL WITHIN 16" OF CORNER, JAMBS OF OPENINGS, EA CELL WITHIN 16" OF JAMBS FOR
BRIDGING SIZE AND SPACING SHALL BE AS DESIGNATED BY TRUSS MFR UNLESS NOTES OTHERWISE.
�.'�. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL
OPENINGS WIDER THAN 12', BELOW BEAM BEARING, BELOW GIRDER TRUSS BEARING, AND IN WALLS AS
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALCULATIONS
D
NAIL SIZE (PENNY)
RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS
INDICATED ON THE DRAWINGS. IF NOT SPECIFIED IN TEXT ON DRAWINGS USE #5 @ 48" OC. WALL
SEALED BYA REGISTERED ENGINEER. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED
DR
DRYER
FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THATTHEYARE COMPETENT, UNDERSTAND THE DOCUMENTS, AND
REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP BOND BEAM. MIN LAP
AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICBO APPROVAL. THE MFR SHALL DESIGN
DISP
DISPOSAL
ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS,. THEY ARE
SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO. 8" TOLERANCE ALLOWED
CONNECTION OF TRUSS REQUIRING PREFABRICATED HARDWARE HANGER OR OTHER.
OF
DRINKING FOUNTAIN
ACCEPTING LIABILITY THAT MAYARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR'S
FOR WALL REINF SPACING. SEE DOWEL NOTE BELOW.
23.8.
FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR ALL ELEMENTS OVER SIGNATURE
DTL
DETAIL
INCOMPETENCY TO UNDERSTANDTHE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR
16.9.
REINFORCED MASONRY LINTELS SUCH AS CAST CRETE TO BE INSTALLEDAS PER MFR INSTRUCTIONS. USE
AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER). SPECIALTY ENGINEER MAY SUBMIT
DW
DRIVEWAY
OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES
#6 BOTTOM FIELD BAR IN LIEU OF #5 FOR ALL OPENINGS WIDER THAN 12'. LINTELS TO HAVE 4" MINIMUM
PREFERRED CONNECTION AND OTHER DETAILS IF DIFFERENT FROM SAME ON DRAWINGS FOR
MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTANDAW ADHERE THE BLDG CODES NO
BEARING. CONTINUOUS REINF ACROSS COLUMNS. IF SPECIFIED, CA LINTEL LENGTH IS +/- AS LONG AS
APPROVAL.
'E'
EXISTING
DIFFERENT THAN THE ARCHITECT.
MIN BRG IS MET. DOOR/WINDOW LINTELS CAN BE DEEPER(TALLER) THAN SPECIFIED BUT NOT
EA
EACH -
SHORTER.
24.
CONNECTORS/FASTENERS:
EJ
EXPANSION JOINT
4. WORKMANSHIP:
16.10.
UNO HORIZ JOINT REINFORCEMENT @ 16" OC IN MASONRY WALLS IS SUGGESTED BUT NOT REQUIRED TO
24.1.
CONNECTORS BY SIMPSON OR APPROVED SIMILAR TO BE HDG OR ZMAX COATED IF UNEXPOSED TO
EL
BUILDING ELEVATION
4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR
CONTROL CRACKING.
WEATHER AND TO BE STAINLESS STEEL IF EXPOSED TO WEATHER UPON COMPLETION.
ELECT
ELECTRICAL
RESPECTIVE TRADES.
16.11.
BONDITIE BEAMILINTEL- CONTINUE REINFORCING BARS CONT (UNINTERRUPTED) AROUND ALL CORNERS.,
24.2.
UPLIFT CONNECTORS MAYBE SUBSTITUTED WITH CONNECTORS WITH 2: THE DOCUMENTED UPLIFT
EW
EACH WAY
OVER OPENINGS, ACROSS WALL INTERSECTIONS, THROUGH TIE COLUMNS, AND UP/DOWN AT CHANGES IN
VALUE IS a SPECIFIED CONNECTOR. UNLESS SPECIFIED UPLIFT CONNECTORS ARE NOT REQUIRED ON
EWC
ELECTRIC WATER COOLER'
& COORDINATION:
BOND BEAM ELEVATION.
LOADBEARING WALLS THATARE NOT SUBJECT TO UPLIFT OR SHEAR. SPACE NAILS AT STRAPS AS TO
EWH
ELECTRIC WATER HEATER
5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES.
NOT SPLIT WOOD, USE MINIMUM NAIL QTY REQUIRED BY MFR. IF MULTIPLE FASTENER OPTIONS USE
EXP
EXPOSED
5.2, A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT
17.
FOUNDATIONS:
EITHER UNLESS SPECIFIED BYARCHITECT.
EXT
EXTERIOR
THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FARAS IT AFFECTS THE TRADES. ALL TRADES SHALL
17.1.
CONTRACTOR RESPONSIBLE FOR IN -PLACE SOILS TO BE UNIFORMLY COMPACTED TO 95% DENSITY, AND
EXTG
EXISTING
INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT,
TESTED TO ENSURE MINIMUM SOIL BEARING PRESSURE CAPACITY SPECIFIED IS MET.
25.
SITE/LANDSCAPING:
UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT).
17.2.
DOWEL VERTICAL REINFORCING BARS OUT OF THE FOUNDATION OR STRUCTURE BELOW WITH BARS OF
25.1.
THE IRRIGATION (IF USED) SYSTEM SHALL BE INSTALLED SUCH THAT NO WATER HITS THE BUILDING
F1
FOOTING #1
THE SAME SIZE AND SPACING OF WALLABOVE. THERE SHALL BE A DOWEL FOR EACH VERTICAL
DURING OPERATION.
FA
FASTENER
6. ABBREVIATIONS:
REINFORCING BAR. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PERACI 318 OR FBC UNO.
25.2.
SLOPE GRADES AWAY FROM BUILDING ON ALL SIDES MINIMUM OF 6" OVER 10', 4:1 SLOPE MAX.
FD
FIELD (FLOOR) DRAIN
6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS.
For #5: MINIMUM 30" LAP W/ 10" HOOK UNO. SEE WALL REINFORCEMENT NOTE 16.8 ABOVE. FOR MISSED
FIE
FIRE EXTINGUISHER
EMBEDDED DOWEL, EPDXY EMBED W/ 1/8" OVERSIZED HOLE DIA., 6" EMBED W/ CLEAN HOLE.
26.
DOORS AND WINDOWS:
FF
FINISH FLOOR
7. CONDITIONS NOT DETAILED:
17.3.
BUILDING SLABS -ON -GRADE TO BE REINFORCED WITH 6x6 10/10 WWF MIN WITH MESH UP CHAIRS OVER 6-
26.1.
INSTALL OVERHEAD DOORS (INCLUDING BUCKS), EXTERIOR DOORS, AND WINDOWS AS PER MFR'S
FIN
FINISH
7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO
MIL MINIMUM POLYETHYLENE FILM VAPOR RETARDER OVER TERMITE TREATED COMPACTED GRADE UNO.
SPECIFICATION/ PRODUCT APPROVAL.
FLR
FLOOR
PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFYARCHITECT IF A
PROVIDE DIAGONAL 36" #4 REBAR ATALL INSIDE 'REENTRANT' CORNERS.
26.2.
PT 1x BUCK; ATTACH TO MASONRY/GONG W/ADHESIVE &RECESSED 3/16"x2" MIN TAPCON OR 6D CASE
FP
FIRE PROTECTION
CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT
17.4.
CONTINUOUS FOOTINGS, STEM OR MONOLITHIC, TO BE REINFORCED CONTINUOUS, WITH LAPS AS PER
HARD NAILS OR T NAILS @ 12"14" ENDATTACH TO MASONRYlCONC W/ADHESIVE &RECESSED 3/16"x2" MIN
EPS
EXPANDED POLYSTYRENE
DETAILED/SPECIFIED BYARCHITECT. IF DRAWINGS HAVEA DETAILED SPECIFICATION FOR A CERTAIN PRODUCT,
STATED DEVELOPMENT LENGTH IF NOTED OR 48x BAR DIAMETER MIN UNO. 30" MIN CORNERS BARS TO
TAPCON OR 6D CASE HARD NAILS OR T NAILS @ 12"/4" END. PT 2x BUCK: ATTACH TO MASONRYICONC
FTG
FOOTING
CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BYARCHITECT. IF DRAWINGS HAVEA GENERIC
MATCH LONGITUDINAL REBAR.
W/ADHESIVE & RECESSED 1/4"x3 1/4" MIN TAPCON @ 8"/4" END.
FT
FOOT (OR FEET)
SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL
17.5.
PROVIDE A4-INCH CLEAN MEDIUM TO COARSE SAND OR GRAVEL COMPACTED DRAINAGE FILL BELOW ALL
26.3.
MIN OVERHEAD DOOR BUCK: 2x6 @ SIDES TO FILLED CELL W/ WEDGE ANCHOR @ 24" OC MIN, 12" FROM
BYARCHITECT.
INTERIOR SLABS -ON -GRADE UNLESS NOTED OR DETAILED OTHERWISE.
ENDS. WEDGE ANCHOR TO BE 1/2" x 6" W/ 2" x 1/8" WASHER. 2x6 @ TOP TO LINTEL W/ 114" x 2.75"
GFI
GROUND FAULT INDICATOR
17.7.
SOIL SUBGRADEUNO: IS TO BE TERMITE TREATED.
TAPCONS STAG 24" OC.
@
GSF
GROSSSQUARE FEET
8. VERIFY SITE INFORMATKN:
17.7.
SLAB FINISHES UNO:
FINISHES
26.4.
CONTRACTOR TO VERIFY THE FOLLOWING WITH MFR/SUPPLIER PRIOR TO CONSTRUCTION:
GWH
GAS WATER HEATER
8'.. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED
-MAIN BUILDING: STEEL TROWEL FINISH
-ROUGH OPENING DIMS, EGRESS COMPLIANCE (FBCR310), SAFETY GLASS COMPLIANCE (FBCR308.4)
GWB
GYPSUM WALL BOARD
CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK
-GARAGE: STEEL TROWEL, THRESHOLD: LIGHT BROOM
26.5.
CONTRACTOR TO FIELD VERIFY OPENINGS BEFORE ORDERING DOORSIWINDOWS.
BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY
-DRIVEWAY, DRIVEWAYAPRON, PORCHES/PATIOS: LIGHT BROOM
26.6.
DOORS BETWEEN GARAGE & RESIDENCE TO BE 20 MINUTE FIRE RATED OR 1-3l8" THICK SOLID WOOD AS
HB
HOSE BIB
THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN.
17.8.
GARAGE, AND ALL EXTERIOR HARD SURFACES TO SLOPE AWAYFROM BLDG MIN 1/811IFT.
PER FBC R 302.5.1.
HDG
HOT DIPPED GALVANIZED
17.9.
CONCRETE PADS FOR VIBRATING EQUIPMENT SUCH AS PUMPS OR MOTORS TO BE SEPARATED FROM
26.7.
FLASHING AS PER FBC R703.4 AND REFERENCED FMA/AAMA DOCUMENTS.
HW
HOT WATER
9. PRIOR TO ANY EXCAVATIONWORK:
HOUSE SLAB WITH A MINIMUM OF AN ASPHALT EXPANSION JOINT.
26.7.
GLASS TO HAVE: LOW-E, U-FACTOR s 0.4, SHGC s 0.25
HWH
HOT WATER HEATER
UTILITIES IN OR UNDER CONSTRUCTION, E
9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANYAND ALL RUCTION, AND MAKE
- SUPPLIER/MFR.
17.10. RECESS SGD &GARAGE DOOR THRESHOLDS 3/4" VERIFY EXACT DIMENSIONS WITH
ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES,
17.11.
COLUMN/WALLAND FOOTING CENTERLINES SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE.
27.
ELECTRICAL & LIGHTING NOTES
IN
INCH
UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING
27.1.
PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF CIRCUITS, RECEPTACLES, FIXTURES, AND
INT
INTERIOR
CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES.
18.
STRUCTURALSTEEL
EQUIPMENT, SHALL BE DETERMINED BYAN ELECTRICAL CONTRACTOR AND APPROVED BY THE
1
18.1.
ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A-36 AND THE "SPECIFICATION FOR THE
ARCHITECT. IF LAYOUT/SIZING IS PROVIDED ELECTRICAL CONTRACTOR TO VERIFY.
JT
JOINT
10. DIMENSIONS:
DESIGN, FABRICATIONAND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN
27.2.
ALL 120V 15AANO 20A DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT TYPE.
10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAYBE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS.
INSTITUTE OF STEEL CONSTRUCTION. ALL STEEL PIPE SHALL CONFORM TO ASTM A-63, TYPE E (Fy = 35
27.3.
PROVIDE AFIC AS DETERMINED BY NEC 210.12 OR FBC R 3902.
MAX
MAXIMUM
ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER
KSI).
27.4.
PROVIDE GFIC AS DETERMINED BY NEC 210.8 OR FBC R 3902.
MFR
MANUFA TU
C RER
CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED
18.2.
ALL SHOP CONNECTIONS TO BE WELDED AND FIELD CONNECTIONS TO BE BOLTED UNLESS OTHERWISE
27.5.
ALL EXTERIOR OUTLETS TO BE GFIC WITH WEATHER TIGHT PROTECTIVE COVER.
MIN
MINIMUM
DIMENSIONS.
SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING SHALL CONFORM TO THE
27.6.
SMOKE ALARMS SHALL BE HARD WIRED, INTERCONNECTED, W! BATTERY BACKUP PER FBC R314.
MW
MICROWAVE
REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN
27.7.
CARBON MONOXIDE ALARM TO BE INTEGRAL WITH SMOKE ALARM AND COMPLY WITH FBC R315.
11. HEIGHT ELEVATIONS:
WELDING SOCIETY.
27.8.
WHERE AHU IS IN ATTIC, PROVIDE POWER RECEPTACLE & LIGHT.
NIC
NOT IN CONTRACT
11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATIONO'-0" (BUILDING ELEVATIONS MAY
18.3.
ALL STEEL TO RECEIVE ONE SHOP COATAND ONE FIELD TOUCHUP COAT OF APPROVED PAINT.
NTS
NOT TO SCALE
BE NOTED AS "BLDG EL. " OR "EL. OR "AFF. ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE
18.4.
ALL BOLTED CONNECTIONS SHALL CONSIST OF ASTM A325 HIGH STRENGTH BOLTS AND HARDENED
28.
PLUMBING:
NSF
NET SQUARE FEET
_" _")
ELEVATIONIS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE
WASHERS AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONFORM TO
28.1.
PLANS ARE SCHEMATIC. ACTUAL LOCATION, MATERIAL, AND SIZE OF PIPES, DRAINS, AND VENTS SHALL
ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A
THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 0RA490 BOLTS" BY THE AMERICAN
BE DETERMINED BYA LICENSED PLUMBER AND APPROVED BYTHE ARCHITECT. IF LAYOU7/SIZING IS
L-1
LINTEL #1
REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL "OR " NAVD" OR "+X.X"'. CONSULT ARCHITECT
INSTITUTE OF STEEL CONSTRUCTION.
PROVIDED PLUMBING CONTRACTOR TO VERIFY.
LF
LINEAL FOOT
FORANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING.
18.5.
ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A36 OR A307 (THREADED ROD).
28.2.
SEPTIC & DRAIN FIELD IS SCHEMATIC, EXACT LAYOUT/SIZING SHALL BE BYA LICENSED SEPTIC
18.6.
SUBMIT SHOP DRAWINGS FOR REVIEW OF CONFORMANCE TO DESIGN CONCEPT.
CONTRACTOR AND ADHERE TO 64E-6, F.A.C.
OC
ON CENTER
12. AMBIGUITY:
18.7.
GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT 5000 PSI MINIMUM.
28.3.
NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL INTEGRITY OF THE BUILDING.
OAS
OR APPROVED SIMILAR
12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS; THE ARCHITECT
SHALL INTERPRET THE CONSTRUCTION DOCUMENTS.
19.
LIGHT GAGE METAL STUDS& MISC. METAL FRAMING:
29.
ROOF PENETRATIONS:
PL
PROPERTY LINE OR PLATE
12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT. IN
19.1.
ALL LIGHT GAGE METAL INTERIOR STUDS SHALL BE G90 GALVANIZED 25 GA MINIMUM. USE 20 GA STUDS
29.1.
VERIFY ALL REQUIRED ROOF PENETRATIONS FROM HVAC, PLUMBING, ELECTRICAL, AND OTHER
PLY
PLYWOOD
CASE OF CONFLICT BETWEEN THE GENERAL NOTES,SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT.
WHERE HEAVY LOADS ARE HUNG FROM SUCH AS TV's OR WALL CABINETS. ALL WALL TRACKS SHALL BE 25
DRAWINGS. PROVIDE ALL NECESSARY PENETRATIONS WITH REQUIRED ACCESSORIES TO PREVENT
PT
PRESSURE TREATED
'
GA.
MOISTURE INTRUSION AND RETAIN STRDCTURAL STABILITY, IN ADDITION TO THOSE INDICATED ON THE
PVC
POLYVINYL CHLORIDE
13. FLORIDA PRODUCT APPROVALSI SHOP DRAWINGS I SUBMITTALS::
-
ROOF PLAN. CONSULTARCHITECT IF ROOF PLAN CONFLICTS WITH ANY REQUIRED ROOF PENETRATIONS.
13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE
20.
HVAC:
R
RADIUS
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLEATTIME OF
20.1.
PLANS ARE SCHEMATIC. EXACT LAYOUT/SIZING OF UNITS, DUCTS, RETURN AIR GRILLES AND SUPPLY
30.
FIRE RATED UL FLOOR, WALL, & ROOF PENETRATIONS:
R/A
RETURN AIR
INSPECTION. EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT
GRILLES ETC, SHALL BE DETERMINED BYA HVAC LICENSED CONTRACTOR AND APPROVED BY THE
30.1.
CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORATORIES DESIGN NUMBERED SYSTEMS FOR
RCB
REINFORCED CONCRETE BEAM
PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL
ARCHITECT. IF LAYOUT/SIZING IS PROVIDED HVAC CONTRACTOR TO VERIFY.
PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECT'S DOCUMENTS MAYOR MAY NOT
RCC
REINFORCED CONCRETE COLUMN
REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR
20.2.
PROVIDE MANUFACTURED CONCRETE PAD AND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR
INDICATE CERTAIN SYSTEMS. CONTRACTOR TO FURNISH UL NUMBERS IF APPLICABLE.
RD
ROOF DRAIN
INSTALLATION AND ARCHITECT'S SPECS, VERIFY W/ ARCHITECT.
CONDENSING UNIT. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE
REF
REFRIGERATOR
13.2. SHOP DRAWINGSlSUBMITTALSWILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO
MANUFACTURER.. c SPECIFICATIONS.
31.
FLAME SPREAD INDEX 8 SMOKE DEVELOPED INDEX:
REINF
REINFORCING
CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING
31.1.
FLAME SPREAD INDEX & SMOKE DEVELOPED INDEX:
REO
REQUIRED
DIMENSIONS ATJOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF
21.
WOOD FRAMING
312.
FINISHES TO COMPLY WITH THE BELOW FIGURES AS PER FBC R302.9 - 302.10
R/W
RIGHT-OF-WAY
CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH
21.1.
ALL STRUCTURAL (LOAD BEARING) LUMBER SHALL BE S.Y.P. OR DOUGLASS FIR, GRADE #2, KID 19% (Flo
31.3.
INSULATION FLAME SPREAD: <25, INSULATION SMOKE DEVELOPED: <450
RTU
ROOF TOP UNIT
CONSTRUCTION DOCUMENTS.
FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WITH VALUES LISTED IN THE NATIONAL FOREST
31.4.
WALL/CLG FLAME SPREAD: <200, WALL/CLG SMOKE DEVELOPED: <450
PRODUCTS ASSOCIATION NATIONAL DESIGN STANDARD SUPPLEMENT TABLE 4B), AND SHALL CONFORM
S.
SIMPSON (MFR)
14. GENERAL STRUCTURAL
TO THE NATIONAL GRADING RULE FOR DIMENSION LUMBER, THE SOUTHERN PINE INSPECTION BUREAU
32.
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:
SBS
STYRENE BUTADIENE STYRENE
14.1. ONCE SIGNED & SEALED BYARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION
AND THE SOUTHERN FOREST PRODUCTS ASSOCIATION. ALL NON -LOAD BEARING FRAMING LUMBER
32.1.
WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY
SEL
SITE ELEVATION
DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED.
(INTERIOR WALLS) TO BE #2 S.P.F. OR BETTER.
SF
SK
SQUARE FOOT
SINK
14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION.
21.2.
ALL WOOD MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY TO BE PRESSURE TREATED. ALL
33.
MISC:
PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUrTION SITE SAFETY, INCLUDING ALL
WOOD EXPOSED TO THE WEATHER OR IN CONTACT WITH THE GROUND TO BE PRESSURE TREATED TO
33.1.
ROOF SYSTEM & FLASHINGAS PER MFR INSTRUCTIONS.
SOG
SLAB ON GRADE
ADEQUATE TEMPORARY BRACINGAND SHORING, IS THE SOLE i^-nNSIa" :_1 )F THE CONTRACTOR. IT IS THE
0.80 CCA.
33.2.
GUARDRAILS AS PER FBC R312.
SS
STAG
STAINLESS STEEL
STAGGERED
RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE
21.3.
SPLICING FOR MULTI -PLY HEADERS/BEAMS/COLUMNS:
33.3.
STAIRWAYAS PER FBC R311.7.
NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS TEMPORARY BRACING
-2x4- 10d COMMON NAIL 6" OC EACH LAYER STAGGERED.
33.4.
MEP SYSTEMS 1 BFE AS PER FBC R322.1.6.
TBD
TO BE DETERMINED
AND SHORING
ALL CONSTRUCTION LOADS INCLUDING T
SHALL DESIGNED TO RESIST A N HE WEIGHTS OF ALL
-2x8- 3 ROWS 10d COMMON NAIL 12" OC EACH LAYER.
@
33.5.
MECHANICAL APPLIANCES TO BE PROTECTED IF INSTALLED ON FLOOR IN GARAGE AS PER M1307.3.1.
SUPPORTED
MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING
LS
-2x10-4 ROWS 10d COMMON NAIL 12" OC EACH LAYER.
@
USE 2" DIA x 36"H PIPE W/ COLLAR BASE, ATTACH COLLAR TO SLAB W/ (4) 1/4" x 2.25" TAPCON.
TC
TOP CHORD
AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION
.2xl2- 5 ROWS 1Dd COMMON NAIL 12" OC EACH LAYER.
33.6.
CAULK BOTTOM OF SOLE PLATE AT GARAGE COMMON FRAME WALL.
THE
TO MATCH EXISTING
PHASE LOADS.
-LOCATE SPLICES OVER BRG SUPPORTS. GLUE BETW LAYERS. USE 16D IF 1/2" PLY SPACER USED
33.7.
IGNITION BARRIER NOT REQUIRED FOR SPRAY FOAM IN ATTIC UNO.
TOB
TOP OF BEAM
14.3. THE CONTRACTOR IS TO RI START
EXISTING CONDITIONS IN THE FIELD PRIORRU
21.4.
LAMINATED TIMBER ELEMENTS (BENTS, BEAMS, DECK, ETC., AND ANCILLARY ACCESSORIES, FASTENERS,
33.8.
PROVIDE FIRE BLOCKING AS PER FBC R 302.11.
TOB
TOP OF COLUMN
MAINTAIN CONSTRUCTION AND ITS CONTENTS.
N CTO TION AND ITS O
CONSTRUCTION. THE CONTRACTOR SHALL
ETC.:
33.9.
PROVIDE DRAFT STOPPING IN THE FORM OF %d' PLY OR GWB TO FLOOR -CEILING ASSEMBLIES GREATER
TOS
TOP OF SLAB
.
DPROTECTARCHITD T FO PR
14.4. SPECIFIC PRODUCT BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE
-FABRICATORTO SUBMIT SHOP DRAWINGS AND CALCULATIONS FORALL ELEMENTS OVER SIGNATURE
THAN 1.,000SF AS PER FBC R302.12.
TP
TOP PLATE
ROOFS OR STONE ON RAISED FLOORS.
N RAISE F
AND SEAL OF FLORIDA ENGINEER (SPECIALTY ENGINEER)
TPO
THERMO PLASTIC OLEFIN
-SPECIALTY ENGINEER MAYSUBMIT CONNECTION DETAILS FOR BENTS AND BEAMS AND FASTENING
34.
FINISHES:
TYP
TYPICAL
15. CAST -IN -PLACE CONCRETE
MODE AND INTERVALS FOR DECK. (CONNECTIONS FOR BEAM -ENDS TO RESIST ROTATION.)
34.1.
GWB: MOISTURE RESISTANT GWB @ ALL WET AREAS, CEMENT BOARD INSIDE SHOWER COMPARTMENTS.
15.1. ARCHITECT OR ENGINEER OF RECORD TO BE NOTIFIED IN WRITING PRIOR TO POUR, TO GIVE ARCHITECT THE
21.5.
GLUE -LAMINATED BEAMS (GLULAM) SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPANSAND
USE 5/8" TYPE X GWB ON GARAGE CEILING IF CONDITIONED/HABITABLE AREA ABOVE. GARAGE
UG
UNDER GROUND
OPTION TO INSPECT THE REINFORCEMENT FOR OVERHEAD BEAMS AND SLABS
24F-V8 AT CANTILEVER SPANS HAVING THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 190
SEPARATION WALL TO HAVEA MINIMUM OF ONE 1/2" LAYER OF GWB ON THE GARAGE SIDE OF WALLAS
UNO
UNLESS NOTED OTHERWISE
15.2. CONCRETE PROPORTIONING, PLACING, FINISHING AND CURING SHALL BE AS PER THE LATEST EDITION OF THE PCA
PSI, Fe (PERPENDICULAR) = 650 PSI, E = 1,800,000 PSI, FABRICATIONAND HANDLING SHALL CONFORM TO
PER FBC R302.6. SEE DOOR GEN NOTE 26.6.
v6
VAPOR BARRIER
MANUAL. LEAVE SUPPORT FOR ELEVATED CONCRETE IN PLACE UNTIL THE CONCRETE HAS REACHED ITS DESIGN
THE LATESTAMERICAN INSTITUTE FOR TIMBER CONSTRUCTION (AITC) AND ASTM STANDARDS. BEAMS
342.
EXTERIOR LATHAS PER FBC R703.7.1/ASTM C1063-11A. FOR EXTERIOR CEILINGS/SOFFITS USE MIN. 5/8"
STRENGTH:
SHALL BEAR AN APPROPRIATE GRADE STAMP CLEARLY NOTING ITS DESIGN PROPERTIES. UNLESS
STUCCO ON RIBBED LATH. ATTACH TO BOTTOM OF WOOD FRAMING W/ 11GA NAILSW/ 3/8" HEAD @ 6" OC
VTR
VENT THRU ROOF
-OVERHEAD BEAMS TO BE 4000 PSI CONCRETE MIN UNO
CAMBER AND TOLERANCE IS SPECIFICALLY NOTED ON THE DRAWINGS; BEAMS SHALL BE
W/ 1-3/4" EMBED INTO WOOD.
D WALLABS
O
-COLUMN AND WALL CONCRETE TO BE 3000 PSI CONCRETE MIN
MANUFACTURED WITH INDUSTRY STANDARD MINIMUM CAMBER OR UPWARD TO SPAN/200. ERECT WITH
34.3.
EXTERIOR T&G WOOD CEILING. ATTACH 1x4 OR 1x6 BOARD W/ 2" 16GA FINISH NAIL EA RAFTER/JOIST/BC.
WA
WASHER MACHINE
N U
-FOOTINGS AND SLAB -ON -GRADE TO BE 3000 PSI CONCRETE MIN UNO
CROWN OR CAMBER UP. IN HEADER CONDITIONS (BEAM BUILT INTO WALL CRIPPLE FRAMINGABOVE
TO CHANGE ORIENTATION USE 2x4 FLAT PURLINS ATTACHED TO EA RAFTER/JOIST/BC W/ 2)16D NAIL.
(
WP
WATER PROOF
15.3. CONCRETE, WHEN PLACED, SHALL HAVEA SLUMP OF 6 INCHES MAXIMUM AND 1 INCH MINIMUM EXCEPT FOR SLABS
HEADER SHALL MAINTAIN CAMBER. HEADER BEAMS MAY HAVE ZERO CAMBER, PROVIDED CRIPPLE
WO
WWF
WOOD
WELDED WIRE FABRICMESH
ON -GRADE WHICH SHALL HAVEA MAXIMUM SLUMP OF 5 INCHES AND AMINIMUM OF 3 INCH.
FRAMING ABOVE HEADER IS BUILT WITH MINIMUM CAMBER STATEDABOVE.
15.4. ACI 117-10.
L REQUIREMENTSCONFORM
21.6.
LAMINATED LUMBERAND 1"JOISTS AND RAFTERS SHALL BE INSTALLEDAS PER MANUFACTURER'S
ALL REINFORCINWITH G
T
15.5. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL; WELDED WIRE MESH TO ASTM
INSTRUCTIONS
IT O
ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
21.7.
END STUDS OF EXTERIOR FRAME WALL OR DESIGNATED INTERIOR SHEAR WALLS TOATTACHTO CONC
THE ACI DETAILING MANUAL AND THE CONCRETE REINFORCING STEEL INSTITUTE. DON'T SPLICE IN MIDDLE 1/3 OF
WALL W/ .25" x 325" TAPCON @ 16" OC.
BEAM OR COLUMN SPAN, IF A SPLICE IN SPAN IS UNAVOIDABLE, FOLLOW DEVELOPMENT LENGTH/LAP DISTANCE IF
21.8.
ALL WOOD NAILING AS PER FBC R 602.3 UNO.
NOT NOTED VERIFY WI ARCHITECT
15.6. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED
22.
PLYWOOD SHEATHING:
ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE.
22.1.
ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR
15.7. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
TO SUPPORTS, PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON THE PLANS.
START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER
222.
UPPER PANELS TO BE ATTACHED TO THE TOP MEMBER OF THE UPPER DOUBLE TOP PLATE AND TO RIM
PLACING AND FINISHING. KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS IN ACCORDANCE WITH ACI 301
JOIST AT BOTTOM'OF WALL. PROVIDE BLOCKING FOR ALL EDGE NAILING OVER LENGTH OF PLYWOOD
PROCEDURES. PERFORM CURING OF THE CONCRETE BY CURING AND SEALING COMPOUND, BY MOIST CURING, BY
22.3.
FOR EXTERIOR AND INTERIOR SHEAR WALLS USE 1/2" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE
MOISTURE RETAINING COVER CURING OR BY COMBINATION THEREOF.
NAILS 6" FIELD, 6" EDGE, 4" EDGE WITHIN 4' OF CORNERS.
15.8. SEE THE DRAWINGS FOR CONCRETE COVER FOR REINFORCING STEEL, BUT IN NO CASE SHALLTHE COVER BE LESS
22A.
FOR ROOF USE 5/8" PLYWOOD AND 8d RINGSHANK GALV NAILS. SPACE NAILS 6" FIELD, 6" EDGE, 4" EDGE
THAN THAT REQUIRED BYACI318:
WITHIN 4' OF EAVES/RIDGES/GABLES.
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3"
22.5.
FOR SUBFLOOR USE 314" PLYWOOD AND 2.5" #8 SCREWS & GLUE OR 8d RINGSHANK GALV NAILS & GLUE.
-CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER, 1 1/2" INCHES; #6 BARS AND LARGER, 2"
SPACE FASTENERS 6" FIELD, 6" EDGE.
' 5.9. CONCRETE SLAB ON GRADE CONTROL JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN OR TYPICAL
22-6.
FOR ATTIC FLOOR USE 5/6' PLYWOOD AND 6d RI NGSHANK GALV NAILS. SPACE NAILS 12" FIELD, 12" EDGE.
DETAILS. WHERE CONTROL JOINTS ARE NOT SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND
ONLYALLOWED WHERE TRUSS ENGINEERING SPECIFIES.
BY KEYED, DOWELED OR SAW -CUT CONTROL JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 260
SQUARE FEET. POST -TENSIONED CONCRETE SLABS ON GRADE SHALL NOT HAVE CONTROL JOINTS UNLESS
SPECIFICALLY NOTED ON THE PLANS. EXPANSION JOINT FILLER SHALL BE NON -EXTRUDED PREMOLDED MATERIAL
OF ASPHALT IMPREGNATED FIBERBOARD (ASTM D1751)
15A0. CONSTRUCTION JOINTS OR POUR JOINTS IN STRUCTURAL ELEMENTS (BEAMS, COLUMNS, ELEVATED SLABS, ETC.)
NOT SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS REQUIRE PRIOR APPROVAL OF THE ARCHITECT.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING PROPOSED JOINTS TO ENGINEER FOR APPROVAL.
15.11. ALL CONCRETE SHALL UTILIZE A MINIMUM OF 20% FLYASH CONTENT.
15.12. VERTICAL AND HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. PLACE VERTICAL
REINFORCING BARS AT CORNERS, JAMBS OF OPENINGS, BELOW BEAM BEARING, AND IN WALLSAS INDICATED ON
THE DRAWINGS. VERTICAL WALL REINFORCING BARS SHALL EXTEND CONTINUOUS FROM FOUNDATION INTO TOP
BOND BEAM. MIN LAP SPICES, EMBEDMENT, AND END HOOK LENGTHS AS PER ACI 318 OR FBC UNO.
-TIES/STIRRUPS TO STARTATA DISTANCE FROM SUPPORT OF 1/2 TIE SPACING
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gen notes
12/10/18
SHEET
A-2
Well I I F(-FMIi
ID
DESCRIPTION
SPECS
THICKNESS
ON FLOOR
PLAN
REINFORCED CMU WALL
W/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
9"
REINFORCED CMU WALL
WO/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
8"
❑
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5'
7777777777
LOAD BEARING 2x4 WALL
SEE BRG WALL DETAIL
4.5"
WINDOW/ LINTEL SCHEDULE
ID ACTUAL B.O.
Wl 1/EXT +27.0,-37.0 3-4 5-2 8-0 CAST CRETE UNTELSF24-1B/1T S.HUNG EGRESSABLE
W2
1/EXT
+27.0, -30.0
3-4
5-2
8-0
CAST CRETE LINTEL 8F24-15/1T
S.HUNG
W3
1/EXT
+27,0,-30.0
3-4
5-2
8-0
CAST CRETE LINTEL 8F24-1B/1T
S.HUNG
W4
1/EXT
+27.0,-30.0
3-4
5-2
8-0
CAST CRETE LINTEL8F24-16/1T
S.HUNG
EGRESSABLE
W5
1/EXT
+27:0,-30.0
3-0
5-2
8-0
CAST CRETE LINTEL SF24-16/1T
S.HUNG
W6
1/EXT
+27.0,-30.0
3-0
2-0
8-0
CAST CRETE LINTEL8F24-1B/1T
PICTURE
W%xr Y=
11W
+27.0, -30.0
6-2
5-0
8-0
CAST CRETE LINTEL SF24-16/iT
DBL S.HUNG
W8
1/EXT
+27.0,-30.0
6-2
5-0
8-0
CAST CRETE LINTEL 8F24-16/1T
DBLS.HUNG
W9
1/EXT
+27.0, -30.0
6-2
5-0
8-0
CAST CRETE LINTELSF24-16/1T
DBL S.HUNG
W10
1/EXT
+27.0,-37.0
3-0
5-2
8-0
CAST CRETE LINTEL8F24-1B/1T
S.HUNG
W11
1/EXT
+27A,-30.0
3-0
5-2
8-0
CAST CRETE LINTEL 8F24-1B/1T
S.HUNG
EGRESSABLE
W12
1/EXT
+27.0,-30.0
3-0
2-0
8-0
CAST CRETE LINTEL8F24-1B/1T
PICTURE
SEE GEN NOTE 26
FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4" WOOD BUCKS
FLOOR PLAN NOTES:
1. INTERIOR DIMENSIONS ARE TO FINISH
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE
FLOOR PLAN KEYNOTES:
1. TYP COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC,
2. CONC STEPS ON GRADE (1) #4 EA TREAD
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floor plan
12/10/18
SHEET
A-3
���NG1S P. LIEe��P.Y 1
AR97108 :'�
FLOOR PLAN
SCALE, 1/4"= V-0"
H
P1
STEMWAEL- SPREAD
FOOTING SCHEDULE
•'
REINFORCEMENT
18rXCONTx12", (2) #5 CONT BOTT
F2
STEMWALL- SPREAD
18"xCONTx12"
(2) #5 CONT BOTT
F3
STEMWALI- SPREAD
16"xCONI
(2) #s COW BOTT
F4
STEM WALL- SPREAD
18"xCONTx12"
(2) #S CONT BOTT
F5
SOO- MONO- INTERIOR
1611xCONTx16"
2) #5 COW BOTT
FOUI
-SEE C
ON PL
-SEE F
FOUI
1.
i
te" - — -
F5
-32"
8" OVERPOUR W/ #5 CONT
STEM WALLAS PER
GEN SPECS
FLOATING SLAB
FOOTING
�W—�f
F2
F3
F1
m.
F4
GIRDER TRUSSES W/ UPLIFT>1900#
A: GIRDER TRUSS TO POST W/ S,VGT
B: GIRDER TRUSS TO POST W/ S, HDU4-SD52.5
O; POST TO FTC W/ S. HDU4-SDS2.5
TYP STUD TO TPIBP W/ S. SPH4
TP TO LINTEL W/ S. SPH4 @ 16" OC
A
e
LINTEL
TYP TRUS
I
KING STUD
NON BRG C
(2) HEADER,
HEADER/SIL
JACK STUD
TO LINTEL V
(2) JACK STI
KING STUD
-
FOR LINTEL
BP TO
@ 32" C
TITEN F
c
i TO TP AS PER CXN SCHEDULE
-O TP/BP W/ S. SPH4
?IPPLE FRAMING AS NEEDED.
SILL FOR LINTEL SPANS 2 6',
L ENDS TO JACK W/ S. A23,
DO BP W/ S. SPH4,
i/ S, MSTA18,
IDS FOR LINTEL SPANS 2 6
-O FTG W/ S, HDU2-SDS2.5
SPANS 26'
TG W/ 1/2"x6" WEDGE BOLT W/ 1/8x2" WASHER
C/ 8" FROM ENO/KING STUD. SUBSTITUTE S.
D 1/2"x6" OR 1/2"x6" J BOLT.
BRG WALL DETAIL NOTES'.
1. TYP DETAIL UNO
2. TSP CAN BE SUBSTITUTED FOR SP4
3. SP41SPBISP8 CAN BE SUBSTITUTED FOR SP4
4. ALL CONNECTORS ARE SIMPSON (S,) UNO
5. INT BEG WALL SIMILAR, WHERE FRAMING PLAN SPECIFIES "NO UPLIFT": CONNECTORS
CAN BE OMITTED, AND BP CAN BE ATTACHED W/ 1/4" @ 2.75" @ 32" OC
6. FRAMING TO BE 2x4 @ 16" OC UNO
7. SIMPSON GIRDER CONNECTOR TO FOOTING W/ 518" AB W 8" EPDXY EMBED
TYP BRG WALL SECTION
SCALE:NTS
SLOPE AS PER ELEV
ROOF/ UNDERLAYMENT/ SHEATHINGAS PER GENERAL SPECS- METAL
DRIP EDGE TBD BY ROOFING CONTRATOR
PE TRUSS AS PER FRAMING PLANS -
INSULATION AS PER GENERAL SPECS
SEE FRAMING PLANS OR CONNECTOR SCHEDULE
METAL DRIP OVER PT WOOD DRIP OVER 2x6 J�
CEDAR FASCIATO TRUSS ENDS W/ (2) #16d NAIL, 4" J
TRUSS HEEL
EXTERIOR SOFFIT AS PER GENERAL SPECS
WALLAS PER GENERAL SPECS
WALL REF AS PER GENERAL SPECS -
SPLICING AS PER GENERAL NOTES
FOOTING AS PER FOUNDATION PLAN & FOOTING
SCHEDLE- REINFORCEMENT AS PER FOOTING
SCHEDULE
GRADE AS PER SITE PLAN
TYP WALL SECTION
SCALE: 1/2"= V-0"
SEE .-- -_END-
CLG AS PER GENERAL SPECS & FLOOR PLAN
MASONRY BOND BEAM
&
REF AS PER GENERAL
SPECS
1
INTERIOR MONO
l i
2
W' e
FOOTING@ CURB/RECESS
SOG/FILUCOMPCTION AS PER
FOUNDATON PLAN AND
GENERAL NOTES
.I`"—"W=
LINTEL AS PER WINDOW/DOOR
,'!•';14 SCHEDULE
DOOR & WINDOW BUCK AS
PER GEN NOTE 26.2
FLASHING AND SEALING AS
PER GEN NOTE 26.7
WINDOW FRAME W/ FLANGE.
ATTACH TO MASONRY/CONC AS
PER MFR SPECS
HiI MASONRY SILL BY CASTCRETE
EXT INT
TYP OPENING BUCK DETAIL
SCALE: 1"= V-0"
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foundation plan
12/10/18
SHEET
A-4
Ph �ING\S P. LIF@C�'�
P.,
0,971o8
FOUNDATION / SLAB PLAN
SCALE: 1/4"= V-0"
CONNECTION (CXN) SCHEDULE
TRUSS ACTUAL ACTUAL
CXN r CONNECTED ELEMENTS REACTIONr UPLIFT GRAVITY CONNECTOR
ID
truss a am
(KW1t loCatfons uno truss
CO-1
valley truss to ea supporting
CXN-2 truss truss
CO-9
CXN-3 All truss to frsrne IMg wall truss
CO.10
CXN-4 AIDA truss
CO-3
1. Reference connector schedule.
2. All loads are checked by architect, loads left blank were checked but are not required to be listed.
3. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher.
4. If'connected elements' contains 'truss', reference loads in truss package. If no reaction points specified
use connector
for all necessary points.
C.
C,
CAST-CRETE LINTEL DIAGRAM
FF - FILLED WITH GROUT U = UNFILLED
QUANTITY OF #5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY FOR
1 i GRAVITY LOAD
8F16-1 B/11rT
NOMINALWIDTH-4
LQUANTITY OF#5 FIELD
ADDED REBAR AT TOP OF
NOMINAL HEIGHT
COMPOSITE U-LINTEL FOR
UPLIFT LOAD
#5 FIELD ADDED REBAR AT
TOP OF COMPOSITE
U - LINTEL MIN. (t) REQ'D
1-1/2" CLEAR
r-
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w
FIELD PLACED C.M.U.
U
v,
p
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GROUT
z
#5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY
BOTTOM REINFORCING
7-5/8"ACTUAL PROVIDED IN U-LINTEL
S"NOMINAL WIDTH (SEE REINFORCING SCHEDULE)
LINTEL SCHEDULE
L 1 ICASTCRETE I8146-10/11F
Sidawall Flashing Detail
1. ID refernces lintels (I shown in the framing plan. Also see window& door schedules.
2. Lintel length is estimated greater than or equal to the actual length. Check openings prior to
ordering. For windows & doors 18" has been added to the unit width.
3. Loads are in I uno.
4. Actual loads listed in this schedule are worst case, actual may be lower than listed but never
ROOF FRAMING PLAN
SCALE: 3116"= T-0"
CONNECTOR(CO)SCHEDULE
ACTUAL
ALLOW ALLOW
CONNECTED�.CTUAL
ID ELEMENTS JPLIFT GRAVITY
UPLIFT GRAVITY
QTY MFR
MODEL
CO-1
1810
1 Simpson
HE'TA 20
To truss w/ (9)10d x 1.5"
CO-2
2035
2
Simpson
HETA 20
To single ply truss w/ (10) 10d x 1.5"
CO-3
2500
2
Simpson
HETA 20
To multi ply truss w/ (12)16d
To conc w/ (4) .25" x 2,25" tapcon. To truss w
CO-4
missed or misplaced co-1
1175
1
Simpson
HTSM20
HSTM 20.
To conc w 4 .25".x 2.25" tapcon. To truss w
CO.S
missed or misplaced co-1
2350
2
Simpson
HTSM20.
HSTM 20.
----------------
2-ply (22) lod nails w 5 8" epoxied 12" into
CO-6
3965
1
Simpson
MGT
bond beam
To truss w 18 .25 x 3 " SOS. To conc w 2 .5 ir
CO-7
5000
1
Simpson
FGTR
x 5" Titen HID
To truss w (36) .25" x 3" SDS. To conc w (4) .5"
CO-8
9400
2
Simpson
FGTR
x 5" Titen HD
To -valley truss bc w 3 10d x 1.5". To
CD-91
1 3701
1Simps2n
VTCR
supporting truss tcw/(4)10d.
To truss w (9) 10d x 1.5". To long wall tp w w
CO-10
1140
1 1
Simpson
H10A
(9) 10d x 1.5.
1. Gravity/uplift loads reference connection schedule ID.
2. 'truss' listed as a load means to reference loads in truss package.
3. If'connected elements' contains'trusss', reference loads in truss package. If no bearing points specified use connector for all
necessary points.
4. If'connected elements' is left blank, see connection schedule.
S. 'QTY' referes; to the number of connectors used per per ea connection
(connected elements). If qty left blank, refer to drawings,
6. All loads are checked by architect, loads left blank were checked but are
not required to be listed.
7. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher.
FRAMING KEYNOTES:
1.
FRAMING NOTES:
-ALL WALLS SHOWN IN GREY ARE LOAD BEARING BELOW- BEAR TRUSSES ON ALL EXTERIOR WALLS
-REFERENCE PE TRUSS LAYOUT BY MFR
J
L-1
EL
E1
E2
E2.1
E3
E4
E5
E6
E7
E8
E-
G-
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
S
EX
EXL
FL
FA
JB
SD
TV
.ECT PLAN LEGEND
110V DUPLEX RECEPTACLE
110V GFCI DUPLEX RECEPTACLE
110V GFCI QUAD RECEPTACLE
120V RECEPTACLE recessed for tv
220V RECEPTACLE
110V DUPLEX RECEPTACLE w/ water protected box
110V DUPLEX RECEPTACLE- clg mount
110V DUPLEX RECEPTACLE- floor mount
GENERATORAUTO TRANSFER SWITCH
ELECTRIC FOR LABLED APPLIANCE
GAS FOR LABLED APPLIANCE
RECESSED CAN LIGHT
FLUSH MOUNT CLG LIGHT
FLUSH LED STRIP LIGHT
VANITY WALL LIGHT
SHOP LIGHT
CHANDELIER LIGHT
PENDANT LIGHT
UNDER CABINET LIGHT
EXTERIOR WALL SCONCE
INTERIOR WALL SCONCE
EXTERIOR FLOOD LIGHT
RECESSED CAN LIGHT- wet location
LIGHT SWITCH
EXHAUST FAN- vent to roof if vented soffit, soffit if unvented
EXHAUST FAN WITH LIGHT- vent to roof If vented soffit, soffit if unvented
FAN/ LIGHT COMBO
FAN W/0 LIGHT
JUNCTION BOX
SMOKE/CO2 DETECTOR- Interconnected, hardwired w/battery
TELEVISION CABLE
ROOF PLAN
---------------- ---------------- ---------------- 0-- ------ -
ELECT PLAN
SCALE: 3/16"= V-0"
4
ONEW METER a Doo�
mo
C N
#4 CU
C.W.P.
NEW FOOTING STEEL
UNDERGROUND
WIRE SIZE BY ELECTRICAL CONTRACTOR
ELECTRICAL RISER DIAGRAM
SCALE: N.T.S.
Electrical Load Calculation
220A2 General Lighting Load
3 valftt of floor area, including unused space adaptable for future use.
Floor Area = 3561 of 10,683 va
Basement Floor Area= 7ryt va
220.52(A) Small Appliance Load
1500 va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen,
pantry, breakfast room, dining room, or similar areas,
# of Small Appliance Branch Circuits= '1500 va= 3,000 va
220.11 Laundry Load
# of Laundry Branch Circuits= '1500 via = 1,500 va
Total General Lighting is Appliance Loatl= 15,183 va
220.42 Lighting Load Feeder Demand Factors
First 3000 or less at t00% 3,000 va
From 3001to 120,000 at 35% 4,264 va
Remainder over a2o,000 at 25% va
Total Lighting Demand Load= 7,264 va
220.54 Electric Clothes Dryers
cry Electric
Electric Dryer #1 - j.. 5.00 kw 5,000 w
Qry 0 Electric Dryer#2 kw w
220.55 Electric Cooking -Ranges, Stove Tops and Wall Ovens
Qry 1 Ell Cooktop Nameplate 11.00 kw
Qry.. al Wall Oren Nameplate 1 4.50kw
Qtyl o kw
Electric Cooking Demand Loatl= 0.900 w
220.51 Fixed Electric Space Heating Loads or Air Conditioning Load:
Fixed Electric Space He at#x 10.0 kw AC#11Geo 18SEER 3TW 3.6 kva
Fixed Electric Space Heat t2 10,01kw AC#21Geo 16 SEER 1 3Ton'. 3.6 kva
Fixed Electric Space Heat #3 kw AC#31Geo kva
Fixed Electric Space Heat #4Pq kw AC#41Geo live
Fixed Electric Space Heat #5 kw AC#5/Geo kva
Total Heat & AC Load = 27,740 va
220.14 Appliance load -Dwelling Units
Qtv Description valwattal Otv Description vatwaten
2
Central Furnace
Z400
1
Dishwasher
1,m
1
ReOk}eraus
1,40
1
Mioro vow,
2,580
1
Range Hood
7A0
5
Vent Fan
500
7
Paddle Far,
00
Total Connected Appliance Loatl=
11,790 va
220.53
Appliance load -Dwelling Units
Total Appliance Demand Load=
SAM va
220.50
Motor Loads @ 120 Volts
Cry
Description va(watts) Cry
Description va(watts)
0
0
` 11/2hp6W1ge Dfspo ' .97s:
-0- .
2 1/2hpGarlDo ropener 375
o
p
Total Motor Load =
1,125 va
430.24
Several Motors or a Motpr(s) and Other Load(s)
25 % of Largest Motor Load=
94 va
Total Motor Demand Loatl=
1,219 va
TOTALCALCULATED DEMAND LOAD in Voltamperes =
57,565 va
TOTAL CALCULATED DEMAND LOAD in AMPS @1201240V 1 ph3W =
240. amps
EXISTING SERVICE SIZE NEW AMPS
MINIMUM SERVICE SIZE 1 400 JAMPS
/ICE SIZE REQUESTED =
-. 400 amps
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plan
12/10/18
SHEET
A-5
7y r' GAS P. LIE@� 'r v
SCALE: NTS
Note: Electrical contractor to verify accuracy and com pleteness of load calculation
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12/5/18
SHEET
SCANNED
BY
St. Lucie County
HVAC DUCT LAYOUT -DRAWING IS LEFT BLANK BY ARCHITECT FOR CONTRACTOR'S SUBCONTRACTOR TO COMPLETE LAYOUT
SCALE: 114"= 1'-0"
WALL LEGEND
ID
DESCRPTION
SPECS
THICIOIESS
ON FLOOR
FUN
REINFORCED CMU WALL
W/FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
9'
REINFORCED CMU WALL
WO/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
8"
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5'
77,17777,177
LOAD BEARING 2X4 WALL
SEE ERG WALL DETAIL
4.5'
WINDOW/ LINTEL SCHEDULE
B.O.ACTUAL
• LOCA1.
W1 1/EXT +270,-37.0 3-45-2 8-0 CAST CRETE LINTEL8F24-iB/1T S.HUNG EGRESSABLE
W2
1/EXT
+27.0,-30.0
3-4
5-2
8-0
CASTCRETE LINTEL SF24-1B/1T
S.HUNG
W3
1/EXT
+27.0,-30.0
3-4
5-2
8-0
CAST CRETE LINTEL 8F24-1B/1T
S.HUNG
W4
1/EXT
+27.0, -30.0
3-4
5-2
8-0
CAST CRETE LINTEL 8F24-1B/1T
S.HUNG
EGRESSABLE
WS
1/EXT
+27.0,-30.0
3-0
5-2
8-0
CAST CRETE LINTEL SF24-18/1T
S.HUNG
W6
1/EXT
+27.0, -30.0
3-0
2-0
8-0
CAST CRETE LINTEL 8F24-1B/1T
PICTURE
W7
1/EXT
+27.0,-30.0
6-2
5-0
8-0
CAST CRETE LINTEL 8F24-1B/1T
DBL S.HUNG
W8
1/EXT
+27.0,-30.0
6-2
5-0
8-0
CAST CRETE LINTEL 8F24-18/1T
DBL S.HUNG
W9
1/EXT
+27.0,-30.0
62
5-0
8-0
CAST CRETE LINTEL8F24-1B/1T
DBL S.HUNG
^
W10
1/EXT
+27.0, -37.0
3-0
5-2
8-0
CAST CRETE LINTEL 8F24-1B/1T
S.HUNG
W11
1/EXT
+27.0,-30.0
3-0
5-2
8-0
CAST CRETE LINTEL SF24-18/1T
S.HUNG
EGRESSABLE
W12
1/EXT
+27.0,-30.0
3-0
2-0
8-0
CAST CRETE LINTEL 8F24-1B/1T
PICTURE
SEE GEN NOTE 26
FRAMES TO BE WHITE VINYL W/FINISH FLANGES FOR 3/4" WOOD BUCKS
FLOOR PLAN
SCALE: 1/4' T-0'
FLOOR PLAN NOTES:
1. INTERIOR DIMENSIONS ARE TO FINISH
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE
FLOOR PLAN KEYNOTES:
1. TYP COLUMN-1702'XB' CMU, 4 #5 VERT, #3 TIE Q 16' OC.
2. CONC STEPS ON GRADE (1) #4 EA TREAD
SCANNED
BY
St. Lucie C=44,
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12/5/18
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Hatch Legend
10'0" AFF
ALL WALLS SHOWN
ARE BEARING WALLS
NOTES:
1) ALL DIMENSIONS ARE FEET INCHES -SIXTEENTHS.
]I DO NOT CUT OR ALTER TRUSSES IN ANYWAY.
'i31 ALL REACTIONS ARE UNDER 5000 LBS. UNLESS
NOTED OTHERWISE,
I61 ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS
NOTED OTHERWISE.
5) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED
WI TRUSS PACKAGE.
6) ADDITIONAL FIELD FRAMING MAY BE REQUIRED
BELOW TRUSSES TO GET DESIRED CEILING
FILE Copy
IEDQAPPROVE Vil" D+k4j 8NOTED
AND RESUWff ❑REJECTED
AND
,ts .
NATHt
Frank Liebler, Architect
kAWLNW2142maliemm
This Diawlna Must Be
U.SSES HAVE BEEN DESIGNED FOR A 10.0 PST BOTTOM CHORD
APpmval Of Plan.
VE LOAD NONCONCURR ENT WITH ANY OTHER LIVE LOADS
SIGNATURE BELOW INDICA
NOTES AND DIMENSIONS
ROOF LOADING
IIA�
BEEN ACCEPTED.
:LL: MI PSF
LL: NIA PEP
BY Oat
ML: T PSF
DL: NIA PST
ML: 10 PEP
BCDL: NIA PSF
)TAL: 37 PSF
PSF
URATION: 1.11
DURATION: 1.00
PSF TCDL+S PSF BCDL
PACING: VARIES" O.C.
BED TO RESIST UPLIFT
_'AT
DEPTH: V-S" DEEP
Eck All
logy To
NOTES:
1.)REFER TO HIB 91 (RECOMMENDATIONS
FOR HANDLING INSTALATION AND
TEMPORARY BRACING.) REFER TO
ENGINEERED DRAWINGS FOR PERMANENT
BRACING REQUIRED.
2.)AII TRUSSES (INCLUDING TRUSSES UNDER
VALLEY FRAMING) MUST BE COMPLETELY
DECKED OR REFER OR DETAIL V105 FOR
ALTERNATE BRACING REQUIREMENTS.
3.)ALL VALLEYS ARE TO BE
CONVENTIONALLY FRAMED BY BUILDER.
4.)ALL TRUSSES ARE DESIGNED FOR 2' ox.
MAXIMUM SPACING UNLESS OTHERWISE
NOTED.
5.)ALL WALLS SHOWN ON PLACEMENT PLAN
ARE CONSIDERED LOAD BEARING UNLESS
OTHERWISE NOTED.
6.)SY42 TRUSSES MUST BE INSTALLED WITH
THE TOP BEING UP.
I7.)BEAM/HEADER/LINTEL (HDR) TO BE
FURNISHED BY BUILDER.
Jacksonville
PHONE:904-772-6100 FAX:904-772-1973
Tampa
PHONE: 813-621-9831 FAX: 813-628-8956
Freeport
PHONE:850-835-4541 FAX :850-835-4532
BUILDER:
CARTERS CONCRETE
LEGAL ADDRESS:
OLIVE ST - FORT PIERCE
MODEL:
CARTER
DATE:
11 /30/2018
Drawn By:
Jim W
Revision:
Rev. By:
MITEK PLATE APPROVAL #'s 2197.2 - 2197.4 WEYERHAUSER PRODUCT #'s 1630.2 - 1630010 nL`60384JIJIJ3
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