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406 15TH ST, SANFORD, FLORIDA 32771
GENERAL:
1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND
DIMENSIONS PRIOR TO CONSTRUCTION.\
2. PROVIDE (1) NO. 5 ELECTRICAL GROUND TO FOUNDATION STEEL.
3. ALL WORK SHALL CONFORM TO 2007 FLORIDA BUILDING CODE
WITH 2009 SUPPLEMENTS AND ALL APPLICABLE LOCAL
ORDINANCES.
4. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS
FOR ANCHORS, EMBEDS AND SUPPORTS OR ANY OTHER ITEMS
WHICH AFFECT THE STRUCTURAL DRAWINGS.
SITE PREPARATION:
1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS
SHALL BE REMOVED AND SOIL PREPARED TO AN ALLOWABLE
BEARING PRESSURE OF 2000 PSF.
2. ANY CONDITIONS WHICH COULD PREVENT THE ATTAINMENT OF
2000 PSF SHALL BE NOTED TO THE ARCHITECT AND/OR ENGINEER
IMMEDIATELY.
SLABS ON GRADE:
1. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND
LAYER FOR FINE GRADING.
2. 0.006 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER
BORA-CARE TERMITE PROTECTION. FILL PRIOR TO FOOTING OR
SLAB POURS.
CONCRETE AND .REINFORCING:
1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD
BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-02).
2. ALL CONCRETE SHALL HAVE A MINIMUM Fc --3000 PSI AT 28 DAYS,
INCLUDING SLABS, FILLED CELLS AND LINTELS.
3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING
CAPACITY OF 2000 PSF.
4. REBAR SHALL CONFORM TO ASTM A-615 GRADE 60, AND
25" MINIMUM LAP AT ALL JOINTS, SLABS WITH FIBER MESH OR
WELDED FIRE FABRIC SHALL CONFORM TO ASTM A-185.
5. VERTICAL REBAR WALL REINFORCING SHALL BE STANDARD
HOOK WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A
7" MINIMUM EMBEDMENT.
6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT
LEAST (12)BAR DIAMETERS BEYOND THE BEND.
7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION
STEEL BY MEANS OF (1) NO. 5 REBAR WITH STANDARD HOOK AND
TOE INTO CONTINUOUS BOND BY MEANS OF (1) STANDARD HOOK
(25" LAP MINIMUM).
8. CONVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS:
FOOTING 3" MIN, SLABS ON GRADE 1-1/2" FROM TOP, LINTELS AND
BOND BEAMS 1-1/2" FROM TOP (ON STIRRUPS)
MASONRY:
1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD
BUILDING CODES FOR CONCRETE STRUCTURES (ACI 531-99).
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90 28 DAY
STRENGTH EQUAL TO 2000 PSI, FM=1500 PSI LAID IN RUNNING
BOND.
3. ANY LENGTHS OF WALL THAT ARE NO LESS THAN HALF THE
PLATE HEIGHT AND NOT CONTAINING OPENINGS GREATER THAN
144 SQUARE INCHES TOTAL, WITH CONT. BOND BEAM SHALL BE
CONSIDERED TO BE SHEAR WALL SEGMENTS.
4. MORTAR SHALL BE TYPE "S" OR "M".
5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID WITH
GROUT AT MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28
DAYS, GROUT SLUMPS NOT LESS THAN 8" AND REINFORCED WITH
MINIMUM NO. 5 REBAR AND 25" MINIMUM OVERLAP.
6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS
NOT TO EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE
CONSOLIDATED AT TIME OF POURING BY RODDING OR
VIBRATING.
7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL FOR
VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION.
STRUCTURAL LUMBER:
1. SEE TRUSS TABLE FOR ANCHORAGE.
2. GRAVITY LOADS WHERE TAKEN INTO ACCOUNT DURING THE
PROCESS OF THIS STRUCTURE.
3. ALL STRUCTURAL AND LOAD BEARING LUMBER SHALL HAVE A
MINIMUM Fb=1200 PSI.
4. ANY WALLS GREATER THAN 9 FEET HIGH SHALL HAVE NO LESS
THAN ONE INTERMEDIATE BRIDGING SPACED NO MORE THAN
72" APART.
5. ALL LOAD BEARING WALLS SHALL HAVE DOUBLE SYP# TOP
PLATES. SOUL PLATES ON MASONRY SHALL BE SALT SOLUTION
PRESSURE TREATED.
STRUCTURAL STEEL:
1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR
THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS LATEST EDITION.
2. STRUCTURAL STEEL SHALL CONFORM TO ASTM -36.
TIT.Cf'T . A TMF.R
PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER
INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED
SHEETS HAS BEEN PREPARED TO MEET FBC STANDARDS LATEST
EDITION. IT IS THE RESPONSIBILITY OF THE
OWNER/BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND
STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH
BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY
CHANGES MADE TO THE PLANS AFTER APPROVAL BY
GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF
THE ENGINEER. ANY CHANGES MADE WITHOUT CONSENT WILL
FORFEIT THE ENGINEER FROM ANY LEGAL CONTINGENCIES
WHICH MAY RESULT FROM CHANGES.
SHEET INDEX
CS
COVER SHEET
WINDOW
DOOR
ZONE
EFFECTIVE
WIND AREA
BASIC WIND SPEED
Vult
STAIR DETAILS
El
ELECTRICAL PLAN
M1
(ft')
140 MPH
PLUMBING PLAN
CONSTRUCTION OR VIOLATIONS OF THIS CODE
A
4
4
10.0
35.3 -38.2
B
4
4
20.0
33.7 -36.7
C
4
4
50.0
31.6 -34.6
D
4
4
100.0
30.0 -33.0
E
4
4
500.0
26.3 -29.3
F
5
5
10.0
35.3 -47.2
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5
5
20.0
33.7 -44.0
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5
5
50.0
31.6 -39.8
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1
5
5
100.0
30.0 -36.7
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5
5
500.0
26.3 -29.3
TIT.Cf'T . A TMF.R
PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER
INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED
SHEETS HAS BEEN PREPARED TO MEET FBC STANDARDS LATEST
EDITION. IT IS THE RESPONSIBILITY OF THE
OWNER/BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND
STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH
BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY
CHANGES MADE TO THE PLANS AFTER APPROVAL BY
GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF
THE ENGINEER. ANY CHANGES MADE WITHOUT CONSENT WILL
FORFEIT THE ENGINEER FROM ANY LEGAL CONTINGENCIES
WHICH MAY RESULT FROM CHANGES.
SHEET INDEX
CS
COVER SHEET
Al
EXISTING CONDITIONS
A2
FLOOR PLAN
A3
STAIR DETAILS
El
ELECTRICAL PLAN
M1
MECHANICAL PLAN
P1
PLUMBING PLAN
SCOPE OF WORK:
REMODEL EXISTING STRUCTURE.
TYPICAL CONSTRUCITON NOTES
INTERIOR GENERAL NOTES:
1. DOMESTIC CLOTHES DRYER DUCTS SHALL HAVE A SMOOTH
INTERIOR FINISH WITH JOINTS RUNNING THE DIRECTION OF THE
AIRFLOW. THE MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET
(7620 MM) FROM THE DRYER LOCATION TO THE DISCHARGE
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE
REDUCED 30" (762 MM) FOR EACH 45 (0.79 RAD) BEND AND 5 FEET
(1524 MM) FOR EACH 90 (1.6 RAD) BEND. THE EXHAUST DUCT
SHALL BE A MINIMUM SIZE OF 4" (102 MM) IN DIAMETER. THE
ENTIRE EXHAUST SYSTEM SHALL BE SUPPORTED AND SECURED IN
PLACE. FLEXIBLE DUCT CONNECTORS USED IN CONNECTIONS
WITH DOMESTIC DRYER SHALL BE METALLIC, NOT MORE THAN 6
FEET (1829 MM) IN LENGTH AND AN APPROVED TYPE. FLEXIBLE
DUCT CONNECTORS SHALL NOT BE CONCEALED WITH IN
CONSTRUCTION.
2. ALL WATER CLOSETS TO BE 1.6 GALLON MAXIMUM.
3. ALL SLIDING GLASS DOORS TO BE TEMPERED. ALL GLASS WITHIN
24" OF A DOOR SHALL BE TEMPERED. ALL GLASS IN WET AREAS
SUCH AS BATHROOMS AND KITCHENS SHALL BE TEMPERED.
4. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45.
5. ALL MEDICINE CABINETS ARE RECESSED AND BOTTOMS ARE SET
AT 54" AFF. SIZE: 14" X 18" UNLESS NOTED OTHERWISE.
6. CONSIDER ALL APPLIANCES ELECTRIC UNLESS NOTED.
7. 50 GALLON WATER HEATER UNLESS NOTED.
8. ALL CEILINGS INCLUDING GARAGE AND PORCHES TO BE 1/2" GYP.
9. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR 0'-0" AFF.
PREFABRICATED WOOD TRUSSES
1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER
REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED
TRUSS CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO
THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
DRAWINGS SHALL INCLUDE CRITICAL DIMENSIONS FOR
DETERMINING FIT AND PLACEMENT. DESIGN LOADING CRITERIA
IS SHOWN IN THE GENERAL NOTES ON THIS DRAWING.
2. ALL TRUSSES AND OTHER ROOF STRUCTURAL COMPONENTS
SHALL BE FABRICATED IN A PROPERLY EQUIPPED
MANUFACTURING FACILITY OF A PERMANENT NATURE. ALL
TRUSSES SHALL BE FABRICATED UNDER STRICT RULES OF THE
TRUSS PLATE INSTITUTE (TPI).
3. TRUSSES SHALL BE HANDLED WITH CARE SO THEY ARE NOT
DAMAGED. HORIZONTAL BENDING SHALL BE KEPT TO A
MINIMUM DURING ERECTION.
4. INSTALL ERECTION BRACING TO HOLD THE TRUSSES TRUE AND
PLUMB DURING CONSTRUCTION.
5. TRUSS FRAMING HARDWARE NOT SHOWN ON THE DRAWINGS
SHALL BE DESIGNED BY THE TRUSS ENGINEER. ALTERNATE
CONNECTORS TO THOSE SHOWN ON THE DRAWINGS MAY BE
SUBMITTED FOR APPROVAL.
6. TRUSSES SHALL BE FABRICATED FROM THE FOLLOWING
MATERIALS:
a. CORDS SHALL BE A MINIMUM SIZE OF 2X4 AND SHALL BE #2
SOUTHERN YELLOW PINE OR BETTER.
b. WEBS AND BRACING SHALL BE A MINIMUM SIZE OF 2X4 AND
SHALL BE #3 SOUTHERN YELLOW PINE OR BETTER.
c. TRUSS PLATES SHALL BE 20 GAGE MINIMUM WITH A MINIMUM
YIELD OF 33,000 PSI AND SHALL BE G60, COMMERCIAL CLASS
HOT DIPPED GALVANIZED BEFORE STAMPING.
7. MAXIMUM ALLOWABLE TRUSS DEFLECTION DUE TO THE
SUPERIMPOSED LIVE AND DEAD LOADS SHOWN IN THE GENERAL
NOTES OF THE CONSTRUCTION DOCUMENTS, INCLUDING SELF
WEIGHT OF THE TRUSS, SHALL BE AS FOLLOWS:
a. ATTACHED TO PLASTER = L/360
b. ELSEWHERE = L/240
BUILDING CODE CRITERIA
BUILDING CODE:
FLORIDA RESIDENTIAL CODE 2014 -EXISTING BUILDING
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE 2011
PLUMBING CODE:
FLORIDA RESIDENTIAL CODE 2014
MECHANICAL CODE:
FLORIDA RESIDENTIAL CODE 2014
LOCAL ENVIRONMENTAL REGULATION:
ACI -318-08 BUILDING REQUIREMENTS FOR
REINFORCED CONCRETE
AISC CODE OF STANDARD PRACTICE:
MANUAL OF STEEL CONSTRUCTION, 9 TH EDITION S-301
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND
ERECTION OF STEEL FOR BUILDINGS INCLUDING
SUPPLEMENTS
SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM
A-325 BOLTS
STRUCTURAL WELDING CODE AWS DIA
AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD
FORMED ASHRA E FOR MECHANICAL WORK OTHER
STANDARDS LISTED IN THERE RESPECTIVE SECTION IN
SPECIFICATIONS.
ENGINEER'S NOTES
DESIGN CRITERIA
2014 FLORIDA BUILDING CODE
USING ASCE 7-10
1. DESIGNED FOR WIND SPEEDS OF Vult 140 MPH
2. CONTRACTOR SHALL SELECT TRUSS FASTENERS AND
OTHER CONNECTORS BASED UPON THE TRUSS
COMPANY'S ENGINEERED REACTIONS.
3. ASSUMED SOIL BEARING CAPACITY = 2 KSF
4. LIVE LOADS USED=20 PSF, DEAD LOADS ROOF=10 PSF
ALL OTHER DEAD LOADS= ACTUAL WT. OF
MATERIALS.
5. WIND IMPORTANCE FACTOR = 1.0.
6. BUILDING CATEGORY="OPEN"
7. WIND EXPOSURE = "C'.
8. TOTALLY ENCLOSED INTERNAL PRESSURE
COEFFICIENT= 0.18.
9. V -B, UNPROTECTED, UNSPRINKLERED
10. COMPONENTS AND CLADDING PRESSURES, BASED ON
THE ABOVE LOADING CONDITIONS, ARE SHOWN IN
THE FOLLOWING TABLE R301.2(2), OF THE 2014
FLORIDA BUILDING CODE 5TH EDITION AND ASCE 7-10.
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CHAD S. LINN, P.E. #57524
P.O. BOX 140024
ORLANDO, FL 32814
PHONE: 407-252-6433
FAX: 407-392-2776
EMAIL: elinn@linnengineering.com
NOTE: THE WALL FRAMING AND ROOF FRAMING
WAS PERSONALLY INSPECTED AND MEETS 2014 F.B.0
5TH EDITION.
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
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DATE
SANFORD, BUILDING DIVISION
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A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
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LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
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CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
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THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
X17-333
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FEB 6 2017
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DATE
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PROJECT NO.
11300-16-100
SHEET NUMBER
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PROPOSED EXTERNAL WALLS
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PROJECT N0.
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SHEET NUMBER
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-16D COMMON STAGGERED
SECOND FLOOR
2X FLOOR JOIST
LUS24 W/ 10D
R-19 MIN. DOWN -IN INSULATION
MECH. SUB TO VERIFY TO MEET--/
FL. ENERGY CODE
5/8" GYP BD CLG & WALLS
WITH KNOCK [)OWN
R-11 FIBERGLASS BATT INSULATION
W/ KRAFT PAPER TO EXT. FACE OF
WALL. MECH SUB TO VERIFY
TO MEET FL. ENERGY CODE
2X4'S @ 16" O.C. W/
MID -SPAN BLOCKING
2X S.Y.P.
KNEE WALL
DROP CEILING DETAIL
N.T.S.
26'-5"
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25'-9"
SECOND FLOOR PLAN
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LEGEND
EXISTING EXTERNAL WALLS
EXISTING INTERNAL WALLS
PROPOSED EXTERNAL WALLS
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-TRUSSES @ 24" O.C.
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OR OSB. NAIL W/ 10d NAILS @ 6" O.C.
BLOCK ALL EDGES
�OONWINv� TYR WALL DETAIL
N.T.S.
NOTES
2" X 8'
X 8"
16d COMMON @ 16" O.C.
@ TOP & BOTTOM EDGE
(REF. TABLE 2306.1 SBCCI)
1/2" X 8" PLYWOOD
TYPICAL HEADER DETAIL
I. TRUSSES MUST BE CAPABLE OF TRANSFERRING
¢'
LATERAL LOADS TO BEARING WALLS.
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2, TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE
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6. 1/2" GYPSUM BD CEILING — 5d NAILS @ 7" O.C.
GYPSUM
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7. SENCO 2-1/4" x .131 & PASELODE 2-1/4" x .099 PNEUMATIC NAILS MAY B
EDGE — 5d NAILS @ 7" O.C.
USED IN LIEU OF 8d COMMON NAILS, NAILED @ 5" O.C. EDGES & AT 10" O.C.
FIELD.
5. ROOF NAILING PATTERN, PLYWOOD OR O.S.B.:
8, ALL INTERIOR LOAD BEARING WALLS TO BE 2x4 #2 SPF @ 24" O.C. MAX. UP
Oi ZONE 1 — 8d RING SHANK NAILS @ 6" O.C.
TO 14'-0" HT.
INTERIOR LOAD BEARING WALLS ABOVE 14'-0" HT TO BE 2x4 #2 SPF @ 16"
O ZONE 2 — 8d RING SHANK NAILS @ 6" O.C.
O.C. MAX U.O.N.
O ZONE 3 — 8d RING SHANK NAILS @ 6" O.C.
9, TABLE 2306.1 OF THE STANDARD BUILDING CODE 2014 5TH ED., NAILING
REQUIREMENTS ARE IN ADDITION TO STRAPPING REQUIREMENTS.
NAIL PATTERNS
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PROJECT
NO.
11300-16-100
:CEIVE,.;
SHEET NUMBER
FEB B 2012
A2
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7 STAIR FINISH DETAIL
SCALE 3/4' = V
6 STAIR FINISH DETAIL
SCALE 3/4' = V
a
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GR❑❑VE DETAIL
SCALE 1 1/2' = F
0 LEGEND
NOTE, CARPET STRIP AT CENTRAL OF
J STAIR ONLY HARDWOOD EDGES. VERIFY
DIMENSION AY SIDES
O2 DOUBIF P X FLOOR JOISTS
03 PLYWOOD SUBFLOOR
40 FLOOR JOIST
2 X 6 BLOCKING
O6 INTERIOR ONE HOUR' RATED FINISH
WHERE 0CCURING
NOTE,COVE MOLDING NOT SHOWN FOR
CLARITY, BELOW NOSING,SEE DET. ##1
O8 1' LIP MAXIMUM
OHARDWOOD FLOORING AND NOSING
10 2X FLOOR JOIST SEE FRAMING PLAN
it 2X STAIR STRINGER SEE PLAN
12-SIMPSON' HU HANGER
13 2X12 STAIR STRINGERS AT 12' O.C. `.✓/
ONE ADJSCENT TO WALL TYPICAL EACH
SIDE
14 CARPET TACK STRIP TOP AND BOTTOM
AS REQUIRED TYPICAL
15 CARPET OVER PLYWOOD OR HARDWOOD
VERIFY IN THE FIELD.
16 CUT PLYWOOD RISED OR TREADS,FASTEN
TO 2X STAIR STRINGERS `+✓/ GLUE AND
DRYWOD SCREWS
117 BRASS CARPET HOLDOW N TYPICAL AT
INSIDE OF INSIDE BOTTOM OF EACH
STEP
18 NOTE: ALLOW FOR FINISH ON PLYWOOD
19 CERAMIC TILE
2p BOND COAT
21 MORTAR BED: 3/4'MIN. - 1 1/14' MAX.
2a SCRATCH COAT
23 METAL LATH
?4 WATERPROOF MEMBRANE
DESIGN REQIUREMENTS 025 USE COVE TIII-E AT JUNCTION OF RISER
AND TREAD FORMAINTAINING QUARRY
OR PAVER TILE. COVE: SET HORIZONTALLY
OR VERTICAL TO FACILITATE LAYOUT
20
?7 FINISHED STEP NOSINGS ARE AVAILABLE
0
IN SPECIALLY SHAPED QUARRY AND
PAVER TILE PIECES
28 USE FULL RADIUS CERAMIC MOSIAC
BULLNOSE TILE FOR NOSINGS
29 SLIP RESISTANT TILE REQUIRED ON
STAIR TREADS TYPICALLY
30 ALTERNATE EXTERIOR GRADE PLYWOOD
RISER / TREAD
031 SIMPSON' HU JOIST HANGERS DOUBLE
BLOCKING TO FLOOR JOIST
32 NOTE: ALL PLYWOOD EXTERIOR GRADE
TYPICAL 3/4' CDX
33 FINISH CONCRETE WITH MEDIUM ROUGH
BRUSH.
34 HAMMER FINISH FREE OF CRACKS,WAXY
OR OILY FILMS AND/OR CURING
COMPOUNDS
35 LIGHT BROOM FINISH TYPICAL
36 3/4' RADIUS TOP AND BOTTOM TYP,
37 3/8' DIA. I_AG BOLT
38 2X4 STUDS AT 16' O.C. TYPICAL(WALL)
39 INTERIOR FINISH
40 1 1/4' DIA.STD, PIPE HANDRAIL(VERIFY
W/ OWNER, WOOD SIM.)
41 2X BLOCKING W/ 2 1/2' FH WD. SCREWS
AT 4' O.C. TYPICALLY
42 TOOL SAFETY GROOVES STOP TOOLS 3'
FROM EACH END OF TREAD,OMIT GROOVES
IF SCHED OR DET. CALLS FOR OTHERWISE
43 CAPPED END, WELD AND GRIND SMOOTH
44 METAL BRACKET
45 VERIFY WALL THICKNESS SEE PLANS
46 INTERIOR FINISH ONE HOUR RATED
AT STAIR
47 ALT, INSULATE UNDER SIDE OF STAIRS
W/ R-19 BATTS
48 SEE STRUCTURAL FOR SLAB THICKNESS
AND REINFORCING
49 MOLDING
50 1 1/8'X1 3/8' WOOD WALL STRINGER
51 3/4' PLYWOOD TREAD.
52 BALLISTER DOVETAILED INTO TREAD
53 COVE MOLDING
54 2X12 STRINGERS AT 12' O.C. W/4-16cf
AT EACH STUD ALT. 3' USE DRYWALL
SCREWS
55 1 1/2' OUTER FINISH WOOD STRINGER
56 INSULATE STAIR WALLS W/ R-11 SOUND
BATTS
57
58
ALT
7
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STAIR SECTI❑N AT WALL D
4
WOOD STAIR DETAIL
SCALE 1 1/2' = Y
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RAIL END RETURN
3 STAIR RAILING
SCALE 3' = 1'
STAIR NOTES
1, HANDRAILS
A. PROVIDE HANDRAIL - MINIMUM ONE SIDE
B. HEIGHT OF RAILING ABOVE TREADS - 32'
(30' MIN. - 34' MAX.)
C. EXTEND HANDRAILS 12' NOSING OF TOP
TREAD AND 12' PLUS TREAD WIDTH BEYOND
THE BOTTOM NOSING,
D. RETURN AND TERMINATE ENDS OF HANDRAILS
TO WALL OR POST.
E. PROVIDE 1 1/2' CLEAR BETWEEN HANDRAIL
AND WALL.
F, CROSS-SECTIDNAL DIMENSION HAND GRIP
PORTION OF HANDRAILS: 1 1/4' MINIMUM.
2, TREADS
A. ALL TREADS SURFACES ARE TO BE SLIP
RESISTENT
B. ALL EXPOSED EDGES OF TREADS ARE TO
BE SMOOTH,ROUNDED OR CHAMPHERED. NO
ABRUPT EDGES AT LOWER FRONT EDGE OF
NOSING
3, N❑SING
A. NOSING PROJECTION PAST FACE OR RISER
BELOW TO BE 1 1/2' MAXIMUM.
4, RISERS
A. SUFFICIENTLY SOLID TO PREVENT PASSAGE
OF OBJECTS LARGER THAN 1/4',
5, DIMENSI❑NS (UNLESS NOTED OTHERWISE)
A. RISERS: 7 1/2' MAX. VERT., 4' MIN.
B. TREADS: 10' MINIMUM HORIZONTAL ,
6, MAXIMUM VARIATION IN HEIGHT
OF RISERS OR WIDTH OF TREADS
IN ANY GIVEN FLIGHT: 1/4'
7, MINIMUM HEADROOM CLEARANCE
MEASURED VERTICALLY FROM
THE PLANE OF THE CEILING FINISH
TANGENT TO THE TREAD N❑SING AT
THE STAIRWELL : 6'-8' MINIMUM CLEAR
8, MAXIMUM VERTICAL DISTANCE BETWEEN
STAIRWAY LANDINGS: 12'-0'
9, STAIR LANDINGS:
A. STAIR LANDINGS SHALL BE THE SAME WIDTH AND DEPTH AS
THE STAIR IT SERVES WITH MINIMUM DIMENSIONS OF 36'
EACH WAY.
B. PROVIDE HANDRAIL AT STAIRS AND 36'HIGH GUARD RAIL(42' HIGH
MINIMUM IF OCCUPANCY LOAD IS HIGHER THAN 10)AT STAIR LANDINGS
WITH CLEAR SPACE BETWEEN BALLUSTERS AND HORIZONTALTOP RAIL
AT 4' MIN. CLR. TYPICAL
10, SEE INTERI❑R FINISH SCHEDULE
DETAILS AT PLANS FOR STAIR FINISHES,
11, HANDICAPPED COMPLIANCE:
A. MARK WITH A 2' WIDE STRIPE OF CONTRASTING COLOR
PARALLEL TO AND NOT MORE THAN 1' FROM THE NOSE
OF THE STEP OR LANDING. THE UPPER APPROACH AND
LOWER TREAD OF EACH STAIR.USE A SLIP RESISTANT
MATERIAL FOR THE STRIP AT EACH NOSING AND LANDING,
12, ENCLOSED USABLE SPACE UNDER STAIRS:
A. SHALL BE PROTECTED WITH ONE-HOUR FIRE RESISTIVE PROTECTION.
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SCALE 1 1/2' = 1'
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PROJECT NO.
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SHEET NUMBER
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ELECTRICAL NOTES
1. PROVIDE SMOKE DETECTORS ADJACENT TO AND IN
ALL SLEEPING ROOMS. NO MONOXIDE DETECTION REQ'D.
2. ALL SMOKE DETECTORS SHALL BE HARD WIRED W/
A MINIMUM OF 30 VOLTS AC, BATTERY BACK UP AND
INNER WIRE, WHEREAS ANY SMOKE DETECTOR
ACTIVATED WILL CAUSE ALL OTHERS TO ACTIVATE.
3. CABLE T.V. & TELEPHONE RECEPTACLE LOCATIONS
SHALL BE VERIFIED W/ OWNER BY CONSTRUCTION JOB
SUPERINTENDENT ON SITE OR DURING CUSTOMER PLAN
REVIEW.
4. ELECTRICAL METER LOCATION IS EXISTING
5. ALL APPLIANCES ARE ECLECTIC
6. ITEMS SHOWN ON THIS PLAN ARE FOR BIDDING
PURPOSES ONLY. ELECTRICAL CONTRACTOR IS RESPONSIBLE
FOR MEETING ALL FLORIDA BUILDING CODES
ELECTRICAL SPECS
1. ALL WIRE FROM METER THROUGHOUT THE HOUSE IS COPPER
WHEN THE SERVICE IS BACK TO BACK. IN THE EVENT WRONG
END SERVICE IS REQUIRED.
2. TELEPHONE LINES ARE (3) PAIR TWISTED AND ARE LOOPED
THROUGHOUT THE HOUSE AND TERMINATED AT THE ELECTRIC
SERVICE.
3. ALL T.V. LINES ARE HOME RUNS TO SCUTTLE HOLES. T.V. CABLE
TO BE RG -6.
4. ALL CEILING FANS ARE PRE -WIRED FOR FAN AND LIGHT AND
SWITCHED BASED ON THE SERIES OF THE HOME.
5. SWITCH AND RECEPTICLE HEIGHTS ARE AS FOLLOWS:
A. STANDARD OUTLETS ARE 20" TO THE TOP.
B. STANDARD SWITCHES ARE 42" TO THE TOP.
6. JUNCTION BOXES WILL NOT BE INSTALLED ON THE FRONT OF
ANY BUILDING FOR ANY REASON, ANY CONNECTIONS OUT OF THE
FRONT, MUST BE SLABBED IN OR LOOPED AROUND FROM THE
SIDE OF THE BUILDING FROM A JUNCTION BOX.
7. RECEPTACLES TO ARC FAULT PROTECTED AND TAMPER RESISTANT
PER 201 1 NEC 210.2 AND 406.11
SECURITY
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DATE
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PROJECT NO.
11300-16-100
SHEET NUMBER
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HVAC SUPPLY REGISTER
PROJECTN0.
11300-16-100
SHEET NUMBER
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