HomeMy WebLinkAbout814 Pecan Ave (A) 12-909NOTES & SPECIFICATIONS:
GENERAIL NOTES:
1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING CONSTRUCTION
LAYOUT PRIOR TO COMMENCING CONSTRUCTION.
2. FOR ARCHITECTURAL REFERENCE, ELEVATIONS SHOWN HEREAFTER ARE BASED ON
ELEVATION 0'-0" AT BUILDING FIRST FLOOR FINISH FLOOR SLAB.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE NOT NECESSARILY
SHOWN HEREON.
4, ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS
AND PLANS, IF ANY CONFLICT EXIST, THAT TRADE SHALL NOTIFY THE CONTRACTOR
OF THE SAME PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO
CONSTRUCTION AND CONTRACTOR SHALL BE RESPONSIBLE FOR WORK
WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION.
6, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/ HOMEOWNER TO REVIEW THE
CONSTRUCTION DRAWINGS TO VERIFY ALL ASPECTS OF THE DRAWINGS FOR ACCURACY.
NO BACK CHARGES WILL BE ACCEPT FOR ANY REASON.
MECHAMCAL NOTES
1. THE DRYER VENT SHALL NOT EXCEED 25'-0" IN LENGTH. THE MAXIMUM LENGTH
SHALL BE REDUCED 2.5 FEET FOR EACH 45 -DEGREE BEND AND 5 FEET
FOR EACH 90 -DEGREE BEND. FBC M1501.1
2. ALL AIR RETURNS MUST HAVE FIRE STATS.
3. A/C UNITS SHALL HAVE A MIN. OF 4" CLEARANCE ON ALL SIDES.
PLUMBING NOTFS-
1. WATER HEATER T&P RELIEF VALVE TO BE FULL SIZE TO EXTERIOR.
2. WATER HEATER AT FLOOR LEVEL TO BE IN A PAN WITH DRAIN TO EXTERIOR
(WITH THERMAL EXPANSION DEVICE).
3. SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES.
4. ALL HOSE BIBS SHALL HAVE BACKFLOW DEVICES.
���TCAL NOTES
1. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE
IN APPROVED CONDUIT OR USE MC CABLE.
2. ALL OUTLETS IN SLEEPING ROOMS SHALL BE ARC FAULT.
SHEATHING NOTES
1. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8D RING SHANK
HAND OR GUN DRIVEN. (FOR GUN DRIVEN NAIL, THE SHANK SHAL BE
.097 - .099 DIA. X 2 1/4" LONG W/ 15/64' DIA. HEAD, FULL ROUND).
2. SEE DETAIL F60 FOR NAIL SCHEDULE FOR WALLS. IF APPLICABLE.
3. SEE DETAIL 16/7.2 FOR NAIL SCHEDULE FOR ROOFS. IF APPLICABLE.
4. FULL DEPTH BLOCKING SHALL BE PLACED 0 ALL SHEATHING JOINTS NOT OCCURRING 0 PLATES.
5. ROOF SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM.
FIELD REPAIR NOTES
1. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH
(1) SIMPSON HTSM18 STRAP W/ (4) 1/4" DIA. x 2 1/4' LONG TITENS TO BOND
BEAM BLOCK AND (8) 10d x 1 1/2' GALV. NAILS TO TRUSS. (MAXIMUM UPLIFT VALUE
1175 LBS - CONSULT WITH ARCHITECT IF REQUIRED UPLIFT VALUE IS GREATER).
2. MISSED "J"
BOLTS FOR WOOD LOAD BEARING WA S MAY BE SUBSTITUTED WITH 1/2'
DIA. THREADED ANCHOR BOLTS
SET INA 5/8n
DIA. x 6'
DEEP HOLE FILLED WITH"U.S. ANCHOR" ULTRA BOND OR "SIMPSON EPDXY-TIE SYSTEM FOLLOWING ALL
MANUFACTURER'S RECOMMENDATIONS. (OR 1/2' DIA. x 5 1/4' LONG "REDHEAD" OR
'HILTI" STUD EXPANSION ANCHOR BOLTS FOLLOWING ALL MANUFACTURER'S INSTALLATION
PROCEDURES.
3. MISSED DOWN RODS MAY BE SUBSTITUTED WITH #5 REBAR SET IN 3/4" DIA. x 6" DEEP
HOLE FILLED WITH 'U.S. ANCHOR' ULTRA BOND OR "SIMPSON" EPDXY-TIE SYSTEM
FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS.
4. CONTRACTOR MAY SUBSTITUTE HURRICANE STRAP FROM THE ARCHITECT SPECIFIED MANUFACTURER
WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER UPLIFT VALUE (MEETING SHEARING
VALUE OF ORIGINAL SPECIFIED STRAP) IN FIELD WITH OUT VERIFICATION, PROVIDED
THAT ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
DRYWALL NOTES
1. GYPSUM BOARD FASTENER SCHEDULE. SPECS FOR 1/2" GYP. BOARD.
1. CEILING NAILS - 5d COOLERS ® 7" O.C., WALL NAILS - 5d COOLERS ® 8" O.C.
GA -216 5.5, ASTM C 514
2. CEILING SCREWS - 1 1/8" LONG GALV. ® 12" O.C.
WALL SCREWS - 1 1/8' LONG GALV. ® 12" O.C.
GA -216 5.7, ASTM C 1002
2. ALL CEILING MOUNTED GYP. BOARD SHALL BE EITHER 1/2' CEILING GYP.
BOARD OR 5/8' GYP. BOARD. GA 214-96
3. GYPSUM WALLBOARD ACT AS THE CEILING DIAPHRAGM.
WOOD CONSTRUC'T'ION NOM:
1. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE NO. 3 GRADE KD SOUTHERN YELLOW
PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE,
2. STUDS SHALL BE SPACED AT 16' O.C. FOR ALL EXTERIOR BEARING WALLS. U.N.O.
3. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADED LUMBER,
HAVING A FIBER STRESS OF AT LEAST 1200 P.S.I. (Fb)
4. ALL LVL MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I.
AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I.
5. INSTALL BLOCKING IN ALL WOOD STUDS OVER 8'-0" 0 MID -POINT AND SHEATHING JOINT.
GENERAL STRUCTURAL NOM:
1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONSTRUCTION INCLUDING
VERIFICATION OF DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS, ANY DESCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION.
2. CERTIFIED TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW
I T SUBMITTAL AND APPROVAL PRIOR 0 5UB IIT L FOR PERMIT IF ANY CHANGES TO THE TRUSS
DESIGN OR LAYOUT AFTER REVIEW BY ENGINEER, CONTRACTOR IS REQUIRED TO SUBMIT
CHANGES TO ENGINEER FOR APPROVAL.
3. THESE DRAWINGS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF
ASCE 7 AND THE FLORIDA BUILDING CODE FOR WIND REQUIREMENTS
OF THE LOCATION OF THIS PROJECT. DESIGN SPECIFICATIONS ARE LISTED ON THIS
COVER SHEET UNDER "CODE COMPLIANCE SUMMARY".
4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL,
AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE
PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
5. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500
P.S.I. AT 28 DAYS FOR SLAB AND FOOTINGS. PROVIDE 3000 P.S.I. AT 28 DAYS FOR
TIE BEAMS AND CONCRETE FILLED BLOCK CELLS.
6. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS
IN ACCORDANCE WITH ASTM C1019 OR ASTM C476.
7. ALL MASONRY OPENINGS TO BE PRECAST, UNLESS NOTED OTHERWISE.
8. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C30 OR C145 WITH
MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 P.S.I.
9. MORTAR SHELL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.
10. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL MINIMUM GRADE 40 AND IDENTIFIED
IN ACCORDANCE WITH ASTM A615, A616, A617 OR A706, FREE FROM OIL, SCALE AND
RUST, UNLESS NOTED OTHERWISE.
11. CONCRETE CAST AGAINST THE EARTH SHALL HAVE A MINIMUM CLEAR COVER OF 3" OVER
REINFORCING STEEL.
12. REINFORCEMENT BAR SPLICES:
X13 TIES AT 15' MIN., #5 BAR AT 25' MIN., #7 BAR AT 35' MIN. & W.W.F. AT 15' MIN.
13. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, EXCEPT TUBULAR STEEL COLUMNS,
WHICH ARE TO BE CONSTRUCTED TO 46 KSI YIELD STRENGTH, ALL BOLTS SHALL BE
A325 BOLTS, UNLESS OTHERWISE NOTED. WELDS SHALL BE PERFORMED WITH AN E70XX
ELECTRODE.
14. ALL EXTERIOR AND INTERIOR BEARING WALLS TO BE NO. 3 GRADE KD SOUTHERN YELLOW
PINE OR NO. 2 GRADE SPRUCE -PINE -FIR, UNLESS NOTED OTHERWISE.
15. ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRESS GRADE LUMBER HAVING
A FIBER STRESS OF AT LEAST 1200 P.S.I. (Fb).
16. ALL LVL MEMBERS SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2,750 P.S.I.
AND AN ALLOWABLE SHEAR STRESS OF 250 P.S.I.
17. ALL SUPPORTING FOUNDATIONS AND PILINGS SHALL BE PREPARED AND INSTALLED AS PER
SOIL DENSITY TESTS AND BEARING CAPACITY SHALL BE VERIFIED TO PROVIDE A MINIMUM
ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. PRIOR TO POURING FOUNDATIONS OR
DRIVING PILES.
18. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12" LAYERS AND ROLLED AND COMPACTED
TO MINIMUM FIELD DENSITY OF 95% AS DESCRIBED IN ASTM 1557D. ALL FILL SHALL BE
CLEAN SAND, FREE .OF ORGANIC OR OTHER DELETERIOUS AMTERIALS.
19. ALL SECTIONS OF C.M.U. GREATER THAN 4'-0" IN LENGTH AND UNBROKEN BY OPENINGS
ACT AS SHEAR WALL SEGMENTS AND INDIVIDUALLY PROVIDE BRACING FOR ADJACENT WALL
FORCES AND MAY BE ASSUMED TO TRANSFER THRU BOND BEAMS
TO INTERIOR SEGMENTS.
20. STAIRWAYS SHALL BE EQUIPPED WITH HANDRAILS LOCATED NOT LESS THAN 34" NOR
MORE THEN 38" ABOVE THE LEADING EDGE OF A TREAD.
21. STAIRWAYS SHALL HAVE HANDRAILS ON ONE SIDE.
22. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/4' TO
2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 BUT
NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4"
23. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE
FLIGHT FROM A POINT DIRECTLY ABOVE THE TOP RI F T
SER 0 HE FLIGHT TO A POINT
DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED
OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.
24. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS
OR FLIGHT WITH FOUR OR MORE RISERS.
25. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 36' HIGH.
26. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT
A 4' DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34".
A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2"
DIAMETER SPHERE.
25. STAIRS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 6'-8" MEASURED VERTICALLY
FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE
CONTINUOUS ABOVE THE STAIRS TO THE POINT WHERE THE LINE INTERSECTS THE LANDING
BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THIS MINIMUM SHALL BE MAINTAINED
THE FULL WIDTH OF THE STAIRS AND LANDINGS.
26. THE DOOR BETWEEN THE GARAGE AND THE LIVING AREA SHALL BE EQUIPPED WITH SOLID
WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB
CORE STEEL DOORS NO LESS THAN 1 3/8 INCHES IN THICKNESS, OR 20 -MINUTE FIRE RATED
DOORS. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS
ABOVE BY NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD.
ROOF COVERING NOTES:
ASPHALT SHINGLES
FBC R905.2 ASPHALT SHINGLES
INSTALLATION OF ASPHA T SHINGLES SHALL COMP
THEY WITH THE PROVISIONS L L
OF THIS SECTION AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
R905.2 ASPHALT SHINGLES, R905.2.1 SHEATHING REQUIREMENTS, R905.2.2 SLOPE
R905.2.3 UNDERLAYMENT R905.2.4 ASPHALT SHINGLES R905.2.5 FASTENERS
R905.2.5.1, R905.2.6 ATTACHMENT, R905.2.7 UNDERLAYMENT APPLICATION
R905.2.7.2 UNDERLAYMENT AND HIGH WIND, R905.2.8 FLASHING
R905.2.8.1 BASE AND COUNTER FLASHING, R905.2.8.2 VALLEYS
R905.2.8.3 CRICKETS AND SADDLES, R905.2.8.4 SIDEWALL FLASHING
R905.2.8.5 OTHER FLASHING, R905.2.8.6 DRIP EDGE
CLAY AND CONCRETE TILE
FBC R905.3 CLAY AND CONCRETE TILE
THE INSTALLATION OF CLAY AND CONCRETE SHALL COMPLY WITH THE PROVISIONS
OF THIS SECTION. CLAY ROOF TILE SHALL COMPLY WITH ASTM C1167.
R905.3 CLAY AND CONCRETE TILE, R905.3.1 DECK REQUIREMENTS.
R905.3.2 DECK SLOPE, R905.3.3 UNDERLAYMENT,
R905.3.3.1 LOW SLOPE ROOFS, R905.3.3.2 HIGH SLOPE ROOFS.
R905.3.3.3 UNDERLAYMENT AND HIGH WIND, R905.3.4 TILE
R905.3.5 CONCRETE TILE, R905.3.6 FASTENERS, R905.3.7 APPLICATION
METAL ROOF PANELS
FBC R905.10 METAL ROOF PANELS
THE INSTALLATION OF METAL ROOF PANELS SHALL COMPLY WITH THE PROVISIONS
OF THIS SECTION.
R905.10 METAL ROOF PANELS, R905.10.1 DECK REQUIREMENTS
R905.10.2 SLOPE, R905.10.2.1, R905.10.3 MATERIAL STANDARDS
R905.10.4 ATTACHENT
ROOF FLASHING NOTES
R905.2.8.4 SIDEWALL FLASHING .
FLASHING AGAINST A VERTICAL SIDEWALL SHALL BE BY THE STEP -FLASHING METHOD.
R905.2.8.5 OTHER FLASHING .
FLASHING AGAINST A VERTICAL FRONT WALL, AS WELL AS SOIL STACK, VENT PIPE AND
CHIMNEY FLASHING , SHALL BE APPLIED ACCORDING TO ASPHALT SHINGLE
MANUFACTURER'S PRINTED INSTRUCTIONS.
R905.2.8.6 DRIP EDGE.
DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLE ROOFS, AND
OVERLAPPED A MINIMUM OF 2 INCHES (51 MM). EAVE DRIP EDGES SHALL EXTEND 1A INCH
�6.4 MM) BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES
51 MM). DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305
MM) ON CENTER. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER
OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT,
THERE SHALL BE A MINIMUM 2 INCH (51 MM) WIDTH OF ROOF CEMENT INSTALLED OVER
THE DRIP EDGE FLANGE.
VALLEY LUQNG NOTES
R905.2.8.2 VALLEYS,
VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE
FOLLOWING TYPES SHALL BE PERMITTED:
1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING
SHALL BE AT LEAST 24 INCHES (610 MM) WIDE AND OF ANY OF THE
CORROSION -RESISTANT METALS IN TABLE R903.1.
2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL.
ROOFING, COMPLYING WITH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER
SHALL BE 18 INCHES (457 MM) AND THE TOP LAYER A MINIMUM OF 36 INCHES
(914 MM) WIDE.
3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF CNF
PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 TYPE it OR TYPE III
AND AT LEAST 36 INCHES (914 MM) WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS
1 AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH
ASTM D 1970 MAY BE USED IN LIEU OF THE LINING MATERIAL.
RASHING NOTES
R703.8 FLASHING
APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR
WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR
WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT
ALL OF THE FOLLOWING LOCATIONS:
1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO
BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP
OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND
THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL
FLASHING ; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY
THE BUILDING OFFICIAL.
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.
R703.12 DRAINED ASSEMBLY WALL OVER MASS ASSEMBLY WALL.
WHERE WOOD FRAME OR OTHER TYPES OF DRAINED WALL ASSEMBLIES ARE CONSTRUCTED
ABOVE MASS WALL ASSEMBLIES, FLASHING OR OTHER APPROVED DRAINAGE SYSTEMS SHALL
BE INSTALLED AS REQUIRED BY R703.8
CONSTRUCTION DRAWINGS
118 0 MODEL
814 Pecan Avenue
Sanford, Florida
Seminole County
CONTRACTOR DESIGNER ARCHrrECr
Sovanic, Inc.
5401 S. Kirkman Rd.
Orlando, Florida 32819
407.926.4157
jacKs & Sticks, Inc.
894 Clearview Avenue
Lakeland, Florida 33801
407.448.8999
GIAMG NOTE
R308.4 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS
LOCATIONS FOR THE PURPOSES OF GLAZING:
GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
1. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES
2. AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES.
GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS,
5.
WHIRLPOOLS SAUNAS, STEAM ROOMS BATHTUBS & SHOWERS. GLAZING
IN ANY PART OF THE BUILDING WALL ENCLOSING THESE COMPARTMENTS
WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60
INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A
DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH
(610 mm) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE
BOTTOM EDGE IS LESS THAN 60 INCHES (1524 mm) ABOVE THE FLOOR
OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN
THOSE LOCATIONS DESCRIBED IN ITEMS 2 AND 3 ABOVE, THAT MEETS
ALL OF THE FOLLOWING CONDITIONS:
7.1. EXPOSED AREA OF AN INDIVIDUAL PANE
GREATER THAN 9 SQ. FT. (0.84 M ).
7.2. BOTTOM EDGE LESS THAN 18 INCHES (457 MM)
ABOVE THE FLOOR.
7.3. TOP EDGE GREATER THAN 36 INCHES (914 MM)
ABOVE THE FLOOR.
7.4. ONE OR MORE WALKING SURFACES WITHIN 36
INCHES (914 MM) HORIZONTALLY OF THE GLAZING.
THE GLAZING.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR
SWIMMING POOLS AND SPAS WHERE THE BOTTOM EXPOSED EDGE
OF THE GLAZING IS LESS THAN 60 INCHES (1525 mm) HORIZONTALLY
OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND
ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36
INCHES (914 mm) HORIZONTALLY OF A WALKING SURFACE WHEN
THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES
(1524 mm) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 mm)
HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY
DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS
THAN 60 INCHES (1524mm) ABOVE THE NOSE OF THE TREAD.
GARAGE SEPARATION
1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S
ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO
THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN
5/8' TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION
IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2"
GYPSUM BOARD OR EQUIVALENT.
WIND PRESSURE
WINDOW DESIGN WIND PRESSURE, ALL SIZES =
POSITIVE PRESSURE OF 22 p.s.f., NEGATIVE PRESSURE OF 30 p.s.f.
SLIDING GLASS DOORS, ALL SIZES =
POSITIVE PRESSURE OF 21 p.s.f., NEGATIVE PRESSURE OF 28 p.s.f.
ENTRY DOORS, ALL CONFIGURATIONS =
POSITIVE PRESSURE OF 20 p.s.f., NEGATIVE PRESSURE OF 25 p.s.f.
GARAGE DOORS, ALL SIZES =
POSITIVE PRESSURE OF 20 p.s.f., NEGATIVE PRESSURE OF 24.5 p.s.f.
rl:3:3:1w"AFIN MCC 1111 A
BUMPUS AND ASSOCIATES, INC.
ARCHITECTURE -PLANNING -INTERIOR DESIGN
THRESHOLD INSPECTIONS
603 FRONT STREET
CELEBRATION, FLORIDA 34747
VOICE (407) 566-0200
A.B.
ANCHOR BOLT
MIN.
MINIMUM
ABV
ABOVE
MIRR
MIRROR
A/C
AIR CONDITIONER
M.J.
MECHANICAL JOINT
ACI
AMERICAN CONCRETE INSTITUTE
MONO.
MONOLITHIC
A.F.F.
ABOVE FINISHED FLOOR
M.P.H.
MILES PER HOUR
AFI
ARC FAULT INTERRUPT
MWFRS
MAIN WIND FORCE RESISTING SYSTEMS
AH
AIR HANDLER OLE
N/C
NOT APPLICABLE
ALUM
ALUMINUM
NDS
NATIONAL DESIGN SPECIFICATION
AMP
AMPERE
FOR WOOD CONSTRUCTION
APA
THE ENGINEERED WOOD ASSOCIATION
NIC
NOT INCLUDED
ASCE
AMERICAN SOCIETY OF CML ENGINEERS
NO.
NUMBER
A.T.R.
ALL THREADED ROD
N.T.S.
NOT TO SCALE
B
BOTTOM
BLK.
BLOCK
OBS.
OBSCURE
BOT.
BOTTOM
O.C.
ON CENTER
BRIG
BEARING
O.H.D.
OVERHEAD DOOR
OSB
ORIENTED STRAND BOARD
C&C
COMPONENTS AND CLADDING
p
PRESSURE
CANT
CANTILEVER
PAR
PARALLEL
CIR
CIRCLE
P.C.
PRECAST LINTEL
CLG
CEILING
PED
PEDESTAL
C.M.U.
CONCRETE MASONRY UNIT
PERP
PERPENDICULAR
C.O.
CLEAN OUT
PKT.
POCKET
COL.
COLUMN
PLT.
PLATE
COMP.
COMPACTED
PLUMB.
PLUMBING
COND
CONDENSER
PLWD
PLYWOOD
CONT.
CONTINUOUS
PREFAB
PREFABRICATED
CPT
CARPET
P.S.F.
POUNDS PER SQUARE FOOT
d
PENNY
P.S.I.
PO' INDS PER SQUARE INCH
D
DRYER
P.T.
PRESSURE TREATED
DBL.
DOUBLE
PVC
POLYVINYL CHLORIDE
DECOR
DECORATIVE
Qn,
QUANTITY
DET.
DETAIL
DH
DOUBLE HUNG
R
ROD
DIA.
DIAMETER
REC
RECEPTACLE
DISC.
DISCONNECT
REF.
REFERENCE
D.L.
DEAD LOAD
REFG.
REFRIGERATOR
DR
DOOR
REINF.
REINFORCED
DRY
DRYER
RES.
RESIDENCE
REQ'D.
REQUIRED
EA.
EACH
RM
ROOM
E.B.
EYE BROW
RND
ROUND
ELECT
ELECTRICAL
R.O.
ROUGH OPENING
ELEV
ELEVATION
EMBED.
EMBEDMENT
S
SHELF
E.W.
EACH WAY
S.B.P.
SOIL BEARING PRESSURE
EXT.
EXTERIOR
SD
SMOKE DEFECTOR
SECT.
SECTION
FBC
FLORIDA BUILDING CODE
SF
SQUARE FOOT
FIN
FINISH
S.G.D.
SLIDING GLASS DOOR
FIX
FIXTURE
SH
SINGLE HUNG
F.G.
FIXED GLASS
SPECS
SPECIFICATIONS
FLR
FLOOR
S.P.F.
SPRUCE -PINE -FIR
FOUND.
FOUNDATION
SQ. FT.
SQUARE FOOT
FTG.
FOOTING
SW
SWITCH
GA
GYPSUM ASSOCIATION
S.W.C.
SHEAR WALL CONNECTOR
GAL.
GALLON
S.W.S.
SHEAR WALL SEGMENT
GALV.
GALVANIZED
S.Y.P.
SOUTHERN YELLOW PINE
G.B.
GLASS BLOCK
T
TOP
GDR
GIRDER
T&G
TONGUE AND GROOVE
GFI
GROUND FAULT INTERRUPT
TEMP
TEMPERED
GLS
GLASS
THK.
THICK
GYP.
GYPSUM
T -NAIL
TOENAIL
HB
HOSE BIB
T.V.
TELEVISION
HDR
HEADER
TYP.
TYPICAL
HGT
HEIGHT
U
URINAL
HOR
HORIZONTAL
UL
UNDERWRITERS LABORATORIES, INC.
HT
HEIGHT
U.N.O.
UNLESS NOTED OTHERWISE
HVAC
HEATING, VENTILATING
U.S.G.
UNITED STATES GYPSUM COMPANY
AND AIR CONDITIONING
V
VOLTS
INCAND.
INCANDESCENT
VENT.
VENTILATED
INSUL.
INSULATION
VIN
VINYL
KD
KILN DRIED LUMBER
VISA.
VISQUEEN
L
LAVATORY
VOL
VOLUME
LBS.
POUNDS
W
WASHER
L.L.
LIVE LOAD
W/
WITH
LT
LAUNDRY TUB
W.C.
WATER CLOSET
LVL
LAMINATED VENEER LUMBER
WD.
WOOD
M.
MASTER
WDW
WINDOW
MANUF.
MANUFACTURER
WH
WATER HEATER
MAX.
MAXIMUM
W.I.C.
WALK-IN CLOSET
MC
MEDICINE CABINET
WP
WATER PROOF
W.W.F.
WELDED WIRE FRAME
SANFORD BUILDING DEPT'
THESE PLANS ARE REVIF_Wf-D AND CONDITIONALLY
ACCEPTED FOR C'FRMIT. A F'FRM! 70 Pic ROCEED RCD EED WISHALLTH
CONSTRUED TO BE A `LGE 'r VIOLATE.
THE WORI< A'f' TUT F•`}GTTASIDE k" OF THE
CANCEL_ �,,.'TF-R. OFt N`Or2SHALL
PRO"•'i CiNS U r�F_ T' �SiCAL tj_ t S.
155UA vCF� OF A I'fRMi REV'- N i -tic. BU
ILDING
A CORREC-
L-)EP)- FR�`r"� 't I t.G nt t E r 2f �UIkIN
ON Tf � „l Ua: Ci:NSTRUGTION
TION nh rF'f'vi Hl < c'LE5
OR 07 HLF
DRAWNG INDEX
COVER PAGE
ELEVATIONS/SECTION -
FLOOR PLAN
FOUNDATION/PLUMBING
HEADER PLAN
LINTEL SCHEDULE
TRUSS PLAN
ELECTRICAL PLAN
D ETAI LS
DETAILS
SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
,T ISSUED SHALL F_
ACCEPTED FOR IIERE RMA l_: CENSEIIT A PERI` TO PROCEED WIBTH
,0NSTRUE'k 10 Acs AUTHORITY TO VIOLOF ATE,
HE
THC
j\-0 Nti� r T A.;IDE
AN'
C f11V L . <, v E
I I ,l` n CC GF �, NOR SHALL
_.,JF GUILDING
n I
C.ORRn
-C-
L�E.._5> .,�-i1 -''. '.+a::. i ,:_�.. :,ar15TRUCTION
11,E
OP's OTl la a: �°tt� y Ic
SQ. FT. CALCULATIONS
LIVING AREA
GARAGE----
FRONT
ARAGE FRONT PORCH
TOTAL AREA UNDER ROOF
ROOF VENTRATION CALLS.
TOTAL REQUIRED
TOTAL EAVE VENTILATION
TOTAL OFF RIDGE VENTS
CP
n 1
�.I
4.1
A n
T.�
C 1
1j.
C 1
U. 1
-7 1
7.2
1180
-206
- 54
1530
5 SQ FT MIN
- 6 SQ FT
- 3 SQ FT
CODE COMMIANCES Y
APPLICABLE CODES:
FLORIDA BUILDING CODE 2007 RESIDENTIAL
NEC 2008
DESIGN LIVE AND DEAD LOADS:
FLOOR: 40 PSF LIVE, 10 PSF DEAD
STAIRS: N/A
ROOF: PER TRUSS MANUFACTURER OR
20 PSF LIVE, 10 PSF DEAD (SHINGLE)
20 PSF LIVE, 20 PSF DEAD (TILE)
BASIC WIND SPEED: 120 M.P.H.
APPLICABLE INTERNAL PRESSURE COEFFICIENT: 0.18
WIND EXPOSURE: --B (ENCLOSED)
WIND IMPORTANCE FACTOR: 1.0
TYPE OF CONSTRUCTION: -V, B
BUILDING DATA:
SINGLE FAMILY RESIDENTIAL DWELLING: ONE (1) STORY
HEIGHT OF STRUCTURE: -12'-4" MEDIAN ROOF HT TO GRADE
OFFICE
DNM JAC APUD DB
DATE:
1/22/2012
SCALE.
AS SHOWN
JOB NLINIBEIs
1180/814
SHEET
C P
j
CL
;mJr
a
cZS
�
(D
c
at
O
o
0
$_4
P4
rwr-
E- Z
DNM JAC APUD DB
DATE:
1/22/2012
SCALE.
AS SHOWN
JOB NLINIBEIs
1180/814
SHEET
C P
j
CL
;mJr
a
(D
at
cd
b
a.
P
0
$_4
P4
d
DNM JAC APUD DB
DATE:
1/22/2012
SCALE.
AS SHOWN
JOB NLINIBEIs
1180/814
SHEET
C P
j
CL
;mJr
ROOF PITCH
12
5
OFF RIDGE VENT
OL 81-111
TRUSS BEARING
FINISH GRADE
ROOF PITCH
5
COMPOSITION SHINGLES
} i GOMPHIN
051TION SrxLES
L
I
Li
k L] L1 U- Lt�-Ll U L Ll 1IL L �[J t: D L �-J L
Ir-AIurwLd I-II IVIC1 r-INIUM
Y FINISH FLOOR -
TEXTURED MASONRY FINISH LEFT SIDE ELPV
SCALE = l/4"=1'-0'
OL s'-1"
TRUSS BEARING
FINISH GRADE
ROOF PITCH
5 } 12 OFF RIDGE VST
COMPOSITION SHINGLES
TEXTURED MASONRY FINISH '
RFAR ELEVATION
SCALE - 1/4'=1'-U"
4" WIDE SMOOTH MASONRY SAND
TEXTURED MASONRY FINISH
FRONT ELEVATION
SCALE - LAC -I
ROOF PITCH _ _ Ll � 1__ -Ll. -1 l u uu U
-I �I ILI -Li-
I LLLU
U �LJLL]U l 1Ll
1U��
I. L LJ U . Ll U --Ll �__L�ilId- LI Li L U -�1
COMPOSITION SHINGLES
8' -III
TRUSS BEARING
FINISH GRADE III I i�
ROOF PITCH
12
5
it1tJ1Z 1 �,711JL LLL V
SCALE - 114'=1'-0"
1 -SECTION
DRM JAC AND DB
DATE:
1/22/2012
SCALE:
AS SHOWN
" MA4EIM
1180/814
SWEET
0
m
0
a
m � �
b
O
D
O
Oo
F,
a
r -
W'Itf
a
d
m�
Ez
w
O
V 1
A
�W
O
a
U
w
Nomillook
DRM JAC AND DB
DATE:
1/22/2012
SCALE:
AS SHOWN
" MA4EIM
1180/814
SWEET
0
m
0
a
m � �
b
O
D
O
Oo
F,
a
r -
W'Itf
a
d
m�
Ez
w
O
V 1
A
�W
O
a
U
w
DRM JAC AND DB
DATE:
1/22/2012
SCALE:
AS SHOWN
" MA4EIM
1180/814
SWEET
0
m
0
a
m � �
b
D
O
F,
a
a
d
DRM JAC AND DB
DATE:
1/22/2012
SCALE:
AS SHOWN
" MA4EIM
1180/814
SWEET
0
� mss
I
2'-011 8._0.. 2'-0"
12'-0" 3'-4" 4'-8" I 14'-0"
34'-0" i
0
FLOOR PLAN
SCALE _ ]/4"=P-0"
5Q. FT. GAL CUL AT I ON5
LIVING 118
LANAI
0
ENTRY
54 #
OTHER
0 s#z
GARAGE
296 �
TOTAL AREA
20685
L NPER ROOF
1530 >
3'-0" x 6'-8" PANELED BIFOLD
40685
4'-0" x 6'-8" PANELED BIFOLD
w—a
5'-01 x 6'4" PANELED 51FOLD
2868
2'-8" x 6'-8" b PANEL HOLLOW
21068
V-10" x 6'4" 6 PANEL HOLLOW
-'
Hz
w
h
x
wd
O
U
'n
_ M. Bath
m
FT 8'-0" Flat
9
m
"�
■
3'- 2'-4" 3'-0"
Il' -8"
12'-8"
■
N
21068
A
5 5H
■
45d WALL
W.I.C.
M. Bedrm
8'-0" Flat -
11'.4" x 13'-0"
8' Flat
/
r
0
�_
/
I
CIA
N
Rm
IN
LL_Great
x
Vaulted
Vaulaul Cig.ted Clg.
2.5:12 B.C. Slope
2'-9" 2
�
TILE BEAT a 20' AFF.28
6a
V2 " C 54"
It
11'-6" if,
8' Flat
ATTI ACCESS "'
`4
JOB LOCATE„ CLR
—7,
SBNvB
■
bi_QII 21.611
1D
BAR CAP a 42' AFF.
=
Bedrm Nf'
w
Dw
,0688
8' Flet
�
I
5n
BMC
,
--I—------I
Kitchen
8'-10"x 10'-4"
Vaulted Clg.
TU8 4
SHOLLER
2.5:12 B.C. Slope
O
N
AIR
RANGE
t!J
HANDLER —
w/ HOOD I
'
0
O O
I -R 1 8 �
RETURN
N
■
— .... -- 40688
I
■
Q 8' Flat
r
N
T
ee -
Foyer
--
1 -Car Garage
Z0 MR 8 ' Fla[
MT.
_ _ 1-R < s
_
r
14'-0'.;2t0'-1" x
8' la -
-
cv
—
20608 ,e
0
50M
'
0
N
N
F-\ -------- —�
3'-0"
2'-0" 6'-10'
Ilk
X
Entry
/ \ I
/ \
DRIER
VENT -
Bedrm #3
/ \ I
/ \
0
12'-8" x 10'-1"
I / em7o olD \ I
d
8' Flat
NB
00 MPH RATED
■
- ---- --
■
■ ■
IN
■ . _
■
� mss
I
2'-011 8._0.. 2'-0"
12'-0" 3'-4" 4'-8" I 14'-0"
34'-0" i
0
FLOOR PLAN
SCALE _ ]/4"=P-0"
5Q. FT. GAL CUL AT I ON5
LIVING 118
LANAI
0
ENTRY
54 #
OTHER
0 s#z
GARAGE
296 �
TOTAL AREA
20685
L NPER ROOF
1530 >
PATIO 100 *
TOTAL AREA 1630 *
FLOOR LEGEND
■ - 5 0 ROD IN FILLED CELL
=M - 2x4 FRAME WALL
2xb FRAME WALL
- $" C.M.U. WALL
- DENOTES 8'-I" PLT. WEIGHT
I. ALL INTERIOR WALLS ARE 2" x 4" CONSTRUCTION
16" O.G. EXCEPT NOTED WET WALLS.
2. SEE COVER SWEET FOR WINDOW
AND DOOR PRESSURE NOTE.
wu*moW SCHEDULE
SINGLE HUNG BLOCK WINDOWS
CODE ROUGW OPENING
SW- 33 211/4" x 38 "
SW -25 313/4" x 63"
-VERIFY ALL RO, W/ BUILDER
-TEMPERED GLASS REQUIREMENTS AS PER
FLORIDA BUILDING CODE 2004 EDITION
-EGRESS REQUIREMENTS AS PER
FLORIDA 5UILDING CODE 20044 EDITION
DOOR SCHEDULE
CODE
SIZE
3068E
Y-0" x b'-0" b -PANEL INSULATED
3068E FR
3'-0" x 6'-0" FRENCH DOOR
8010 OHD
8'-0" x 1'-0" OVERHEAD DOOR
20685
2'-0" x 6'-S" PANELED BIFOLD
30685
3'-0" x 6'-8" PANELED BIFOLD
40685
4'-0" x 6'-8" PANELED BIFOLD
50685
5'-01 x 6'4" PANELED 51FOLD
2868
2'-8" x 6'-8" b PANEL HOLLOW
21068
V-10" x 6'4" 6 PANEL HOLLOW
r-
DllM JAC AND DB
DATE:-
1/22/2012
ATE1/22/2012
SCALE.
AS SHOWN
.JOB NUMBER
1180/814
SFEET-
•
�04
Hz
w
h
x
wd
O
U
DllM JAC AND DB
DATE:-
1/22/2012
ATE1/22/2012
SCALE.
AS SHOWN
.JOB NUMBER
1180/814
SFEET-
•
_1
H5f
I
r
FOUNDATION PLAN
SCALE = 1/4"=P-0°
CONCRETE SPECS
SLAB- 2500 PS.I. IN 28 DAYS
FOOTERS- 2500 P S.I. IN 28 DAYS
LINTELS- 3000 P,S.I. IN 28 DAYS
FILLED CELLS- 3000 Phi IN 28 DAYS
5'-0" 4'-011 3'-10" 4'-0"5'-0"
3'-10" 3'-6"
31-10" '-0'
1
411 1)
(a
0-4
00
Ww
W
0F
1,.-4
4 RECESS FORJl—I
z
i OUT SWING DOOR
o
'—'
00
ow
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v,
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2'-11" 2'-511 `A
4---
I RECESS SNOUIER I
■
■
-
■
SEE DETAIL 19!1.2
SLAB NOTE
`n 4" CONCRETE SLAG W/ ---1
-
g v FIEsERMESH (OR b"x(o" 0
----- 10/10 W.WF_) OvER 6 MILL v15Q
AND CLEAN, COMPACTED,
■
TEWITE TREATED FILL.
11
31_011
■
•
n,
awli
� N
To4
-
--- 4" DOWN AIR SIOZR
1
F4YrPLER 1
141-0"Fem
/
owl* —AC CHASE
1
I W SLAB NOTE I
■
4" CONCRETE SLAB W/
■
4" DOWN FIBERMESN (OR 6"x6"
- I
ao 1040 WIUF) OVER 6 MILL vISQ
AND CLEAN, ,
TERMITE TREcaMpAcTEDATED FILL.
I
I LL I
___
3x4" RECESS FOR 61 I
GARAGE DOOR'Nor I I �'
I J
—I_
-
z
i
3'-4"
4'-511
41-011
51.011
12'-0"
14'-011
Ilk
Ilk
34'-0"
FOUNDATION PLAN
SCALE = 1/4"=P-0°
CONCRETE SPECS
SLAB- 2500 PS.I. IN 28 DAYS
FOOTERS- 2500 P S.I. IN 28 DAYS
LINTELS- 3000 P,S.I. IN 28 DAYS
FILLED CELLS- 3000 Phi IN 28 DAYS
DNW JAC AND DB
DATE-
1/22/2012
SCALB-
AS SHOWN
,roe NUMBM
1180/814
sir-
•
0-4
00
Ww
W
0F
1,.-4
�
z
o
'—'
00
ow
-<
v,
v,
v,
DNW JAC AND DB
DATE-
1/22/2012
SCALB-
AS SHOWN
,roe NUMBM
1180/814
sir-
•
00
Ww
1,.-4
�
z
o
'—'
00
ow
-<
v,
v,
v,
DNW JAC AND DB
DATE-
1/22/2012
SCALB-
AS SHOWN
,roe NUMBM
1180/814
sir-
•
1 -Gar (],.araga
4'.0" 20'...]
L-4 (G)
V2 R6
i _'. HOT m 3 Nn
ET 4.2
--------- ------
SCAU = 1/4W-0"
mma [WIWI 91 K9,1169 pol �,_
-5FE SHEET 42 FOR PRECAST HEADER SCHEDULE.
-HEADER DEPTHS CALLED OUT ON THE HEADER
PLAN ARE THE MINIMUM DEPTH REQUIREMENTS.
HEADERS CAN EXCEED THE MINIMUM DEPTH
REQUIREMENTS.
I ------------- 771
r -4(C)
L-4 -((;)
c:)
Vw
T 2
=L
I E30T gpo'-
14
51E T 42
p",
F& Ekoflt " 41
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U)
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cf)
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4'.0" 20'...]
L-4 (G)
V2 R6
i _'. HOT m 3 Nn
ET 4.2
--------- ------
SCAU = 1/4W-0"
mma [WIWI 91 K9,1169 pol �,_
-5FE SHEET 42 FOR PRECAST HEADER SCHEDULE.
-HEADER DEPTHS CALLED OUT ON THE HEADER
PLAN ARE THE MINIMUM DEPTH REQUIREMENTS.
HEADERS CAN EXCEED THE MINIMUM DEPTH
REQUIREMENTS.
c:)
C5
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C-0 1.4
CD
Rt
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRES' ED U—LINTELS
SAFE LOAD — POUNDS PER LINEAR HOOT SAFE LOAD — POUNDS PER LINEAR FOOT allALqY PkWA6T 0(*�my_
A B C D E F G A B C D E F G
(8x8) (8x12) (8x16) (8x20) (8x24) (8x28) (8x32) (8x8) (8x12) (8x16) (8x20) (8x24) (8x2P.) (8x32)
MARKTYPE 8F8 -1T 8F12 -1T 8F16 -IT 81'20-tT 81'24-1T 81'28-1`i' BF32-1T MARK CLEAR TYPE 8I18 W 8F8 -OB 81+'12-oB 87'16-0B 8F20 -0B 6P'24 -01i811'28-011 8F37 -0B
NU, LENGTH -_ - 8F8 -2T 8F12 -2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T N0. SPAN LENGTH �---�� 81'8-1B 8112-11.1 8116-113 11120 -to 81'24-1B 81'28-113 8F32 -1B WINDOWS, PORCH, & GARAGE DOORS
19"72 31773 4460 5"74"7 "7034 832:1 9608 L-1 1 9 99 2 9--10 99 (349,) PRECAST ��r �.� 3069 4605 61.13 7754"7 89"74 10394 11809
PRECAST LINTEL 8,7X8„ FILLED)
L-1 2'-1Q'7 (34") PRECAST 1972 3173. 4460 5"747 7034 8321 9608 —6 �� 3069 4605 (3113 7547 8974 10394 11809„
PRECAST LINTEL 8"X16” COMPOSITE)
» t569 2524 3547 4569 5591 6613 7636 7 77 9 99 99 < `r 9 r 9502 10951
L-2 31-613 42 PRECAST L-2 2 —2 3 —6 42 PRECAST 2231 1089 ir19 516�i 8807 8051
1569 2524 3547 4569 5591 6613 7636 ( ) 3069 4605 6113 7547 8974 10394- 11809 ToLal ATT(1WaLTe SL1hel'1L>11)OSGCI Load - Pel4I1GS Eel' Linear FOe� z
0
„ 97 1363 2192 3079 3966 4853 5740 6627 „ ,7 79 2561 2751 3820 4890 5961 7034 8107
L-3 4 -0 (48) PRECAST rt �� �� r L-3 21— 8 4'— 0 (48) PRECAST 1966 " r r Mark No. Clear Span Lintel Size Filled (1) #5 Filled (2) #5 Filled (1) #5 Filled (1) #5 T Filled (2) #5 w
1363 2191 3079 3966 4853 .740 6627 2693 460 6113 7547 8974 10394 11809 ), ), x
8x8 8x8 T & B (2)#5B T & B
)-613 99 t207 94 0 2724 3508 4292 5077 5861 99 9 99 " , 9 't ` 2931 '11753 4576 5400 6224 C i1
07 1 11,169 2.110
L-4 4 -6 (54) PRECAST r r r L-4 31— 2 4 —6 (54) PRECAST 1599 r r<
1207 1940 2724 3508 4292 5077 5861 2189 437 6113 7547 (7 8672 10291 11809 1-6)3 7
„ 1016. 1632 2290 2949 3607 4165 4924 9 99 9 97 �, 1349 1438 1999 2560 3123 3686 4249 L-1 1 2 —toll 7845 8122 12374 12591 1286"7
L-5 5'- 4 (64") PRECAST r � r << L-5 4 )-oll —4 (64”) PRECAST 121 � << ,�
1016 1632 2290 2949 3607 4265 4,124 1663 3090 5365 7547 (ss) 7342 (19) 8733(10) 10127(10 L-2 2)-2" 3'-6" 5413 5604 8488 8680 8871
9 „ 909 1492 2093 2694 3295 3897 4498 9 99 9 99 99 ,� 1.105 1173 1631 2090 2549 3009 3470 , 77 , 77 �
L-6 5 —10 (70") PRECAST 929 1492 r r L-6 4 —6 5'-10" (70) PRECAST 1062 2 .r� r r 718
-- 3 L-3 2 —8 4 —0 438; 4538 6868 7023 7178
2093 r�694 3198 3897 4498 141 2612 4,360 7168 (45 6O3E� (1st 7181(10 8328 (20
c rc c rr r r rr c c � � 7 `97 7 99
L-' 6-677 (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 L_7 5'_27' 67-677 (78") PRECAST 908 1138 1177 3480 3031 3707 �i383 X061 L-4 3 —2 4 -6 3686 3817 5772 5902 6033 d,
835 1340 1880 2419 2959 3498 4038 1238 2177 3480 5381 8360 10394 (37) 8825 (11, 7 17 9 „ � ` ' E-+ L
3039
r r rc ,r , r , L-5 4 -Q 5 —4 2906 3010 4546 4649 4"753 C � �
99 99 727 (23) 1021 1634(12) 2102 (It) 2571(to) �30�39(to) 3508 (9) 9 99 , 7, 7) , � � 3 1011 1729 2632 2205 2698 �i191 3680
L-8 71— 6 (90) PRECAST L--8 6 —2 7 —6 (90) PRECAST X43 �
727 1166 1634 2102 2571 3039 3508 loll 1729 2661 3898 5681 8467 44 6472 n 7 ,,, , „ � H �
( ( L-6 4'_ 6 5 —1 Q 2577 2669 4028 4-120 4212
r- c c �� �� I- c �' , c c c c! ( -�
,7 77 X91 680 1133 (19) 1471(1,) 1811 (15) 21 52(16) (16) 2494 (15) 1-03, 7 ,7 , �,� 699 1160 1b1,) 2564 1486 28 1.8 "1302
L-1 Q 9'_4 { 112 ) PRECAST 591 851 1326 1705 2084 2463 2842 L--10 8 9 —4 (112") PRECAST 554 752 1245 1843 2564 11486 4705 (37 6390 (47 L-7 5'-277 67 -6" 2167 2245 3382 3460 3538 Q
c C c c c r r c 2777
r r �
9 97 97 530 552 914 (to) 1185 (15) 1458 (1J) 17 32 (15) 2007 (15) 79 9 99 535 890 1241 209.3 2 7 r7 2163 2. 36 , 9 � 79 9 , 77
L-11 10 =6 (126) PRECAST r r r L-11 91- 2 to' -6" (126") PRECAST 4'75 r r r � f r r r L-8 6 —2 7 —6 1865 1932 2908 2975 3042 � rT �
530 686 1183 1526 1865 2204 2544 643 1052 15�3�3 20�1�3 2781 3613(38 4754(45, c �P4
9 97 » y 474 485 798 (15) 1034 (15) 1272(t5) 1510 (10 1749 (15) , „ 9 99 I yr , 582 945 1366 1846 2423 3127 4006 L-9 7 7 — p" 8 9 -499 1636 1696 2548 2607 2666 -.1 Q0 a
L-12 11'-4" (136) PRECAST 494 599 1028 1422 1738 2053 2369 L-12 10 —0 11 —4 (136"') PRECAST 362 582 945 1366 1846 2423 3127 4006 / ` a
, „ 470 (0) 441 723 (14) 936 (14) 1151(15) 1366 (15) 1582 (15) 99 9 99 79 -� �_.r _r — 540 - - 873 1254 1684 2193 2805 3552 L-10 8' - 0„ 914' 1425 1476 2215 2267 2319
L-13 12 -0 (144) PRECAST L-13 10'-8 12 —0 (144) PRECAST 337 470 543 928 1349 1649 1948 224"7 X40 87:3 1254 1684 2193 2805 3552 9 9, 9 99
_-----___-_ ......._____.____ _.__..___---.- ____ L-11 9 -2 1 Q -6 1236 128:1 1918 1936. 2009 �
�"• "`` `'8 18`18 2316 288`3
L-14 13'-477 (16Q97 PRECAST 418 (15> 373 606 (14) 783 (14) 981(14) 1141(14) 1321(1) L-14 12'-0f1 13'-4'7 PRECAST 296471 755 1075 14� < < 999428 455 770 1 t45 1444 1718 1993 (160") 17 t 755 1075 1428 1.838 231.6 2883 L-12 10 - Q 11'411128 1170 1749 1790 1832
9 77 384 15) 346. 559 14) 723 (14) 887 (14) 1052 ,.4) 12 424 � '70f 1002 1326 1.697 212"r 2630 9 79 1-61,
L-15 14 —0 (168") PRECAST ( ( ( 18(14) L-15 121-897 147_079 (168") PRECAST 2'79 -- L-13 11 —2 12tool 1042 1554 159.1. 1628
410 420 709 1.050 1434 (8) 1694 (e) 1954 (7) 1142 706 1002 1326 1697 2127 2630
L-16 14'-8"176" PRESTRESSED 239 323 519 (t 3) 671 (13) 823 (13) L-16 13 976 (14) 1129(11) ,-4 " 14'-8" (1769') 'PRESTRESSED NR - NTT NR NR NR NR NR L-14 12'-0" 137-497 931 933 1438 1473 1507
( ) 246 390 855 988 1324 ri) 1625 (it) 1874 11) N. 458 �`'18`3 _ 1370 19022517 2� r r 71 r
2245 2 , „ 9
< < r r L-15 12 —8 14 _01) 78`3 784 1356 1389 1421
L-17 157-477 (184") PRESTRESSED 211 301 485 (13) 618 (13> 7sr (13> 909 (1:1) 1052 (13) L-17 14'-0f7 15'-497 184" PRESTRESSED NR NE NR _ NE NR NR NR >J
230 364 609 89"7 1224 8) 1562 14) 1801 (14) ( ) � �R. 412 � - r , ; - r < < F 2 c r r � r , _ 99 7 _ „
( ( 710 120 1733 208 1310 2v13 L-16 13 4 14 8 760 765 1395 1448 1512 Q
r F F F c + r r r- � r wr ._..— _ - �
L-18 17'-497 (208") PRESTRESSED t8r 2�� 404 (12) X20 (12) 6�i7 (12) 754 (m) 872 (12) L-18 16,_017 17'-4" (208") PRESTRESSED N R. NR NIz NR
NR 1vlz NIz NIz 7— 79 �9_ �' Q
192 303 500 732 993 (8) 1268 (14) 1470 (14) 300 548 950 1326 t609 1849 2047 L-17 14 Q 15'— 4 687 681 1326 1376 H37
L-19 19)-4)) 232" PRESTRESSED 162 222 :347 (11) 446 (I1) 546 (12) 646 (12) 748 (l2) ,7 9 99 77 ,, NR NR NE NE NR NR NR 7, 7 ,7 r r
( ) L-19 18 —0 19 —4 (232) PRESTRESSED N.R. r ` ` L-18 16 —0 17 —4 511 523 1153 1191 1250 M A
166 261 424 616 831 (8) 1017 (14) 122,E (14) 235 420 750 1037 1282 15 19 1716
L—� 21'-477 {256") PRESTRESSED 142 198 306 (11.) 393 (11) 480 (11) 567 (11) 654 (11) 09_099 21,_4,7 256" PRESTRESSED NR NR NR NR NR NR NR L-19 189_0„ 197_477 406 408 1019 1057 1104
142 230 369 531 713 (7) 903 (w) 1046 (1s) L -2O 2 ( ) N.R. 180 340 598 845 1114 1359 1468 9 77 7 7,
L-20 18 - 8 2 Q - Q 376 377 980. 1017. 1063
9 ,7 77 r 137 192 295 1o) 378 11) 461 (to) 545 (11) 629 11) 9 99 9 99 99 r, NE NE NE NR NR NR NR
L-21 22 —0 (264) PRESTRESSED c c c c L-21 20 —8 22'-0" (264) PRESTRESSED N.R.
137 221 354 508 681 (7) 861 (13) 997 (13) 165 315 550 784 1047 1285 1399 L-21 207_097 219_477 302 303 880 913 954
10)
9 91 99 124 t75 26"7 Io) 341 (10) 416 (10) 491 (1n) 566 9 99 9 99 � - NR NE NR NR NE NR NR
L-22 24 —0 (288) PRESTRESSED r ( ( L—�22 22 —8 24 —0 (28899) PRESTRESSED N,R. L-22 22,_8f7 249_079 237 239 740 775 801
124 200 1316 450 600 (7) 756 (12) 8 r5 (13) 129 250 150 651 881 1092 1222
(#)
THE NUMBERS IN PARENTHESIS ARL PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS 1,'OR GR40 YIELD ADDED REBAR. NOTE: Bold numbers represent precast lintels prestressed using
(2) 7/16" Diameter Prestressing Strands.
ENGINEERING SPECIFICATIONSj (- i rFY111CA1,
PRODUCT DESCRIPTION r -Ir YP �E ��,tNATION
Iligh strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units. �, : -• .�.. -.:•,`.; >� ®.,
MATERIALS
= FILLED WITH GROUT U = UNFILLED
• e • • • • • • • s • QUANTITY OF #5 REBAR AT mf'c 6" precast lintels = 3500 psi Concrete masonry units (CMU) per ASTM C90 with nriluuiuiu net area 130rPTOM UI'' LINTEL CAVITY
• f'c 6" prestressed, 6" and 12" precast lintels = 6000 psi compressive strcnght = 1900 psi - - r -
• f'e 4" precast lintels = 8000 psi Rebar per ASTM A615 trade 60 8U8 8F8—013/1T 8F8 013/2I 81+8-1B/1T 8I 8 IB/2T
777
• Grout per ASTM 0116 f'g - 3000 psi w/ maximum Prestressing strand per ASTM A116 Grade 270 law relaxation � 116—IB/
� � � IT �
3/5 inch aggregate and H to 11 inch slump. • 7/32 inch wire per ASTM A510
• Mortar per ASTM 0270 'Type M or S
' 'a
GENERAL NOTES • e • e `� ® e NOMINAL WIDTH
QUANTITY OF #5 Ct U
1. Provide full mortar head and bed joints. U. Cast -in-place concrete may be provided in composite lintel in lieu of 8F20-0B/1T H20-0B/2T 8F20-1B/1T 81,'20—ID/2 NOMINAL HEIGHT REBAR AT TOP 1
2. Shure filled hutels as required. concrete masonry units.
U 4 U �4
3. Installation of lintel must comply with architectural 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 e � e • • • 0- e � • ^ W �
and/or structural drawings. 101'roduct Approvals; Miami Dade Comity, Florida Nos. 03-0605.05#5 REBAR AT `IOP�4 5
4. U -Lintels are manufactured witll 5-1/2 inch long notches at and 03-0605.04. Florida Certificate of product Approval number FL156.���3 _013/11 �� 8F28 _OB�2T 8F28 _1B�1T 8F28 _IB�2T MIN. (1) REW D hI
ends to uccoulodate vertical cell rehiforchlg and grouting. 11:Phc exterior surface of lintels installed in exterior co812ncrete maauury walls a' 7:1t-1/2" CLEAR X
5. Reference the CAST -CREPE Load Reflection Graph shall have a coating of stucco applied in accurdanue with MIN 0920 �T®
Brochure for lintel deflection information. or other approved coating. • • • • e • • e E- 4 .
6. Bottom field added rebar to be located at the bottom 12J.intels loaded simultaneously with vertical (gravity or uplift) and horizontal
of lintel cavity. (lateral) loads should be checked for the combined loading with the < < r, �, ° I G.M.U.
7.7/32 inch diameter wee stirrups are welded to the bottom following equalium 8F12—OB/Vl 8F12-08/21 8F12-1B/1T H12 -2/2T F 00
° a
steel for mechanical auohorage. Applied vertical load Applied horizontal load
Safe vertical load f Safe horizontal load S 1.0
° GROUT
SAFE LOAD 'TABLE NO'T'ES
Lo
1. All values based on minimum 4 inch nominal bearing. 6. For composite lintel heights not shown, use safe load from oFANrk JAC llf3
Exception: Safe loads for unfilled lintels must be reduced next lower height. #6 RIiJ13AR AT BOTTOM
by 20 i if bearing length is less than 6-1/I inches. 9. For lintel lengths not shown, use safe load from® ® OF LINTEL CAVITY
DATE.
P. N.R. = Not Rated. next longest length.` `
BOTTOM REINFORCING
3. Safe loads are superimposed allowable load. WAR safe loads in units of pounds per linear fuot.1/22/2012
7—b/6"ACTUAL
PROVIDED IN LINTEL
4. Safe loads based on Grade 40 or Grade 60 field rebar. 11All safe loads based on simply supported 8p -m.
(VARIES) ��:
r. Additional lateral lead capacity eau be obtained by the 12;1'hc number in the parenthesis indicates the percent reduction 8 NOMINAL WIDTH
)
designer by providing additional reinforced masonry above for grade 40 field added rebar.5 SHOWN
the precast lintel. Sue Eculforced CMU on Page 4. Example: V-6" lintel Type 6F32-11 safe gravity load = 64 R-
72 (15) ��� JOB NUMBER
0. One #7 rebar may be substituted for two #5 rebars in 6" lintels only, w/ 10% reduction -:> 6472 (.05) = 5501 plf • " • • • • • • • • e m e e e • e • • • • • • • 1180/814
7. The designer may evalutc concentrated loads from the safe load tables
b calculating the iiiaxnnunr resisting moment and shear at d -away �� r , �� u r �c i v �c s c — �c r r �r r , `SHEET'
y g g y 8F 16—OB 1T 6M—OB/21' 8F16 -1B 1T 8FI G -1B 2T 8F24 -013/1T 8F24—OB 2T 8F24 -1B 11 8I� 24— IIB 2T 8F32-0B/IT 81,32 OB 2T 8F32—IB/IT 8F 32— IB 21
from the face of support.
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SCALE - 1/4"=P -O"
COWCTOR SCHEDULE W
REF. 51MP5CN
WOOD TRU55 PRODUCT REF. NO. HETA20
TO CONCRETE UPLIFT 1805 L55.
(TYPICAL UN.O.) EASTI=NER5 PER (10)10d x 11/2" NAILS
SINGLE CONNECTOR
CONNECTOR SCBEDULE 'B'
REF. 51MF50N
GIRDER TRU55 PRODUCT REF. NO, (2) HETA20
TO CONCRETE O UPLIFT 2035 LBS.
l FA5TENER5 PER (12) I0dx1.5" NAILS
SINGLE CONNECTOR
NOTES:
I. THIS 15 A TRUSS OR RAFTER STRAP PLACEMENT PLAN. ITS
INTENDED TO AID IN THE INSTALLATION OF TRU55 OR RAFTER
STRAPS ONLY. THE ARCHITECT'S OR ENGINEER'S 5EAL DOES
NOT RELIEVE THE TRUSS CO. 4 TRUSS DESIGNER OF THEIR
RE5PON51BILITIE5 TO ENSURE THE INTEGRITY OF THE TRUSS
STRUCTURE. VERIFY THE TRUSS CO. SEALED TRUSS PLACEMENT
PLAN AND SEALED PROFILES.
2. THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE
IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND
STANDARDS OF TRUSS ERECTION AND HAND FRAMING. TRU55
ERECTION AND HAND FRAMING SHOULD NOT BE ATTEMPTED BY
ANY PERSON WITHOUT THESE QUALIFICATIONS.
3. TRUSS ERECTION AND BRACING RE5PON5181LIT1ES MUST LIE WITH
THE BUILDER. IT I5 THE RE5PON515ILITY OF THE BUILDER TO
VERIFY ALL DRAWINGS.
4. ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRU55 MUST f5E
APPROVED AND ACCEPTED BY A REPRESENTATIVE OF THE
TRU55 CO.
5. ALL TRU55 TO TRU55 HANGERS SHALL BE SPECIFIED 4 SUPPLIED
BY THE TRU55 CO. UNLESS OTHERWISE NOTED ON THIS TRU55
LAYOUT BY THE SIGNING ARCHITECT,
6. ALL TRUSS CONNECTORS ARE TYPICAL UNLESS A CONNECTOR
NUMBER 15 CALLED OUT. SEE CONNECTOR SCHEDULE 'A' ON
TH15 SHEET FOR ALL TYPICAL CONNECTORS.
1. FOR CONNECTOR LOCATIONS WHERE A NUMBER IS CALLED OUT,
SEE CONNECTOR SCHEDULE W ON TH15 SHEET FOR THE CONNECTOR
I
l�
CD
o�
�-
`
ut, db:_ Nc
SCALE - 1/4"=P -O"
COWCTOR SCHEDULE W
REF. 51MP5CN
WOOD TRU55 PRODUCT REF. NO. HETA20
TO CONCRETE UPLIFT 1805 L55.
(TYPICAL UN.O.) EASTI=NER5 PER (10)10d x 11/2" NAILS
SINGLE CONNECTOR
CONNECTOR SCBEDULE 'B'
REF. 51MF50N
GIRDER TRU55 PRODUCT REF. NO, (2) HETA20
TO CONCRETE O UPLIFT 2035 LBS.
l FA5TENER5 PER (12) I0dx1.5" NAILS
SINGLE CONNECTOR
NOTES:
I. THIS 15 A TRUSS OR RAFTER STRAP PLACEMENT PLAN. ITS
INTENDED TO AID IN THE INSTALLATION OF TRU55 OR RAFTER
STRAPS ONLY. THE ARCHITECT'S OR ENGINEER'S 5EAL DOES
NOT RELIEVE THE TRUSS CO. 4 TRUSS DESIGNER OF THEIR
RE5PON51BILITIE5 TO ENSURE THE INTEGRITY OF THE TRUSS
STRUCTURE. VERIFY THE TRUSS CO. SEALED TRUSS PLACEMENT
PLAN AND SEALED PROFILES.
2. THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE
IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND
STANDARDS OF TRUSS ERECTION AND HAND FRAMING. TRU55
ERECTION AND HAND FRAMING SHOULD NOT BE ATTEMPTED BY
ANY PERSON WITHOUT THESE QUALIFICATIONS.
3. TRUSS ERECTION AND BRACING RE5PON5181LIT1ES MUST LIE WITH
THE BUILDER. IT I5 THE RE5PON515ILITY OF THE BUILDER TO
VERIFY ALL DRAWINGS.
4. ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRU55 MUST f5E
APPROVED AND ACCEPTED BY A REPRESENTATIVE OF THE
TRU55 CO.
5. ALL TRU55 TO TRU55 HANGERS SHALL BE SPECIFIED 4 SUPPLIED
BY THE TRU55 CO. UNLESS OTHERWISE NOTED ON THIS TRU55
LAYOUT BY THE SIGNING ARCHITECT,
6. ALL TRUSS CONNECTORS ARE TYPICAL UNLESS A CONNECTOR
NUMBER 15 CALLED OUT. SEE CONNECTOR SCHEDULE 'A' ON
TH15 SHEET FOR ALL TYPICAL CONNECTORS.
1. FOR CONNECTOR LOCATIONS WHERE A NUMBER IS CALLED OUT,
SEE CONNECTOR SCHEDULE W ON TH15 SHEET FOR THE CONNECTOR
I
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RICAL PIAN
F ,
ELECTRICAL LEGEND
qp - DUPLEX REC. D--Q--Q--Q- 2 - INCANDIr5CINT WALL LIGHTS
If - QUADPLEX REC.
210V Q - 220 VOLT JUNCTION BOX
new P - 220 VOLT REC.
11°y Q - IIID VOLT JUNCTION BOX
wmgp - WATER PROOF REC.
M - EXHAUST FAN
ai qp - GROUND FAULT REC.
S - SMOKE DETECTOR
O
yew - 11/2 SWITCHED REC.
W1 BATTERY BACK-UP
® - FLOOR OUTLET
- CARBON MCNOXIDE
$
DETECTOR FL ST 553.885
- SWITCH
Q - A/C THERMOSTAT
�3 - 3 WAY SWITCH
In RECESSED CAN LIGHT
$D - DIMMER SWITCH
-¢-- - INcAND. CEILING FIx
® -MINI CAN LIGHT
FQ - INCAND. WALL FIX
�- HALOGEN, UNDER
CABINET LIGHTING
- TRACK LIGHTING
d - PHONE
�t - FLUORE&C-ENT FIX
-4 - CAT5
- EXTERIOR FLOOD LOT
Ey �
-� -CABLE CONNECTION
- CEILING FAN PREWIRE
® VAPOR PROOF
❑ RECESSED CAN LIGHT
- EMERGENCY LIGHTNG W/
mmmBATTERY
�
BACKUP
ELECTRICAL NOTES
NOTES:
L SMOKE DETECTORS SHALL BE IN ALL 6LEEPIW3
AREAS, SHALL BE INTERCONNECTED, SHALL BE
WITHIN 1'-0' TO V-0' OF PEAK, AND SHALL BE 3'-0' MIN
FROM ANY SUPPLY OR RET FN AIR STREAM, AND
EQUIPPED WITH A BATTERY BACK-UP.
2. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY
W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC.
CODE 2008, LOCAL CODES, AND THE LOCAL POWER CO.
3. INSTALLATION OF WIRING IN ANY EXPOSED AREA WILL BE
N APPROVED CONDUIT OR USE MC CABLE.
4.2008 NEC 210.12
ALL 120 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH
GIRCUIT5 SUPPI-YMCa OUTLETS INSTALLED IN DWELLING UNIT:
FAMILY ROOMS, DININCf ROOMS, LIVWi ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROGMS, RECiEATIGN ROOM5,.
CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED BY A LISTED ARC -FAULT CIRCUIT MTERRIPTER
COMBINATION -TYPE, IN5TALLED TO PROVIDE PROTECTION OF THE
BRANCH CIRCUIT.
5.2008 NEC 406JI
IN ALL AREAS 5PECIFIED IN 21092, ALL 125 -VOLT, 15 ANP 20
AMPERE FIFCEPTACLES SHALL BE LIM TAMPER-RE5ISTANT
RECEPTACLES,
6.2008 NEC 913J
CAR 3GN MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10 FEET
OF EACH I3EDROCK ALARM5 WILL BE POWERED BY THE MILDING
WIRING AND HAVE BATTERY 15ACKUF'8.
ELECTRICAL
SERVICE
_w AMP
SERVICE (VERIFY
SIZE OF SERVICE) 04/0 401INUr9 SER CABLE
IN 2142' C"UIL
220v
A/C DISC.
METER
LIGHTS t OUTLETS
�2Pi
-4
'14 COFFER uV 5 AMP BIEPKER
TYPICAL
ELECTRICAl_
92 COFFER WV 5 Al iP BREAKER
ER
Ey �
W
a REQV)
(40 CIi;rUIT5)
�
12 COPPER WV 20 AMP DRE KER
V MAIN
DISCONNECT
pq
W COPPER TO WATER HEATER
6 p
R
UND�Clcally
U
% COPPER TO RANGE
w
SERPOW
04 BSD COPPER TO N'8"x8'-0" GALVANIZED GROUND ROD.
BOND TO FTG STEEL WHEN REQ'D.
ELECTRICAL
RISER.
SHEET.
i
�2Pi
-4
Ey �
W
H
�
pq
6 p
U
w
SHEET.
i
-4
SHEET.
a
F
g' C.M.U.
4' LONG. SLAB W1 F15EWESH
OVER 6 MIL VAPOR BARRIER
a
a' x 16' GONG. FOOTING
W1(2) #5� BARS CONT.
11113' MIN. COVER
CLEAN, COMPACTED,
TERMITE TREATED FILL
STFMUJALL POOfiINe CURS DEiAL r_2
SCALE: 3i4",I'_0"
ROOF MATERIAL (SEE OVERHANG DETAIL) -
PRE-ENGINEERED TRUSSES 0 24" O.C, (U,N,C,)
W/ HURRICANE ANCHOR ON EACH TRUSS
(SEE TRUSS PLAN FOR 5PEC5.)
PROVIDE BUILDING PAPER OR
GALV. STEEL PLATE BETWEEN
INSULATION AS SPECIFIED
TRU55 4 G.M.U. BLOCK SEE ELEV,
FASCIA 4 SOFFIT - _ --� --/S" GYPSUM BOARD OR
(SEE OVERHANG 1/2" U.S,G, 5AG RESISTANT
DETAIL) SEE OVERHANGCEILING BOARD OR EQUAL
DETAIL V'e
(ASTM C 1395 / C 1395M)
FILLED LINTEL BLOCK W/
(1) #5� ROD CONT. W/ MIN, 25"
SPLICE (2" FROM TOP)
(1) #5� ROD v OPENINGS
5'-0" OR GREATER l U.N.OJ PRECAST LINTEL AT ALL
OPENINGS U.N.O. ON PLAN
_41 1/2" GYP BOARD OVER
3/4' P.T. FURRING
AL -FOIL INSULATION (R4.2 MIN.)
ALUM. WINDOW OR FIXED
GLASS (SEE FLOOR PLAN)
PRECAST SILL MARBLE SILL
#5� ROD IN FILLED CELL AS
WALL FINISH MATERIALPER FLOOR PLAN TIED TO
(SEE ELEVATIONS) —� - CONT. ROD IN FOOTER
31
LINTEL ROD ABOVE
S" C.M.U. BLOCK = . _ BASE TRIM AS SPEC.
EQUAL
_ 4' CONC. SLAB W/ FIBER MESH
- q = OVER MIL VAPOR BARRIER
_ 0'-o" FIN. FL.
FIN. GRADE 111111h, _ ';A _ \\/\\/\\/'�\j\\/
/\\ \\ \\ XIS/
\\
CLEAN, COMPACTED,
TERMITE TREATED FILL
0"x16" 5TEMWALL FOOTING
W/ (2) 05� RODS CONT.
(3" MIN. DOVER)
ONE = STORY all C --mu
BLOC< WALL CN FEMALL I=CON I G 1
SCALE: 3/411=1'-0" T
ROOF MATERIAL
(SEE OVERHANG DETAIL)
PRE-ENGINEERED TRUSS OR
CONVENTIONAL FRAMED ROOF
W/ HURRICANE ANCHOR —\
INSULATION AS SPECIFIED
(A/C SPACE ONLY)
No - GYPSUM B0ARD OR
1/2" U.S.G.. SAG RESISTANT
CEL INCA BOARD OR, EQUAL
(ASTM C 1395 / C 1395M)
(AIC SPACE ONLY)
PRECAST LINTEL
(SEE HEADEER PLAN)
TYPICAL CICU 13LCC<
SECT I CN la CPN INC
SCALE: 3/4"=1'-0"
#5O BAR CONTINUOUS
LINTEL COURSE W/
' (1) 050 BAR FILLED
SOLID.
—25' MIN, LAP ON #5
Y BARS IN CORNER
tlla
•..9� 4 �1tl �db � m � ® S'N ,'Mi .. `fit v.tiY�
40.
FILLED VERTICAL 05 BAR CONTINUOUS -
CELL W/ (1) i5O BAR
TOPICAL CORNER INF.
LINTEL ISCU S , DE I
SCALE: 3/4"=1'-0"
A/C CHASE
6" P.V.C. PIPE
THRU STEM WALL
;L r-lxl -mAr,=
SEE TYP. WALL SECTION
FOR FOOTING 51ZE
A/C CPA3E THRU FOOT�NG
SCALE: 3/4"=1'-0"
SEE ELEV.
PRE-ENGINEERED TRUSSES
24" O.C.
COMPOSITION SHINGLES ON
15# FELT ON 15/32" 055 OR
15/32" CDX PLYWOOD
ALUM. DRIP --___
ALUM. FASCIA
MATCH EXISTING
VENT. ALUM. 1,
501=1=1T ,
OVEHANDTAI
SCALE: 3/4"=1'-0"
Lu
Q
LOS
ROOF EDGE (GADLE) ROOF EDGE
NOTE:
pp LINES ARE FOR
ZONE DESIGNATION ONLY
ROOF NAILING PATTERN (COMMON NAIIaS�
ZONE 1: USE ad RING SHANK NAILS 1@ 6" O.G. EDGES - 12" O.G. FIELD
ZONE 2: USE ad RING SHANK NAILS a 6" O.G. EDGES all O.G. FIELD
ZONE 3: USE ad RING SHANK NAILS 6 6" O.G. EDGES - 6" O.G. FIELD
GABLE TRU55: USE ad NAILS m 4" O.C.
MECHANICAL DRIVEN
USE MIN -0990 RING SHANK x 21/4" LONG w/ 15/64"0 HEAP (FULL ROUND)
ZONE 1: 6" O.C. EDGES- a" O.C. FIELD
ZONE 2: 4" O.G. EDGES- 6" O.G. FIELD
ZONE 3: 4" O.G. EDGES- 4" O.C. FIELD
GABLE TRU55: USE ad NAILS 1@ 4" O.C.
ROOF DIAPHRAGM NOTES
1, ROOF SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM
2. GYPSUM WALLBOARD ACTS A5 THE CEILING DIAPHRAGM
NAIL 5(_,,HE1DU E FOR RCCF5 _
SCALE: 3/4"=1'-0"
WALL F3EYON 4" CONC. SLAB W/ FIBER MESH
OVER (o MIL VAPOR BARRIER
DRIVEWAY
SLAB NOTE:
RECESS FOR
3' GARAGE DOOR
al'XLVII THICKENED // �// //\//��` CLEAN, COMPACTED,
EDGE W/ (1) CONT. \�\\�/ TERMITE TREATED FILL
GARAGE DOCK FCCMN DETAIL
SCALE: 3/4"=1'-01•
4�
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LOS
ROOF EDGE (GADLE) ROOF EDGE
NOTE:
pp LINES ARE FOR
ZONE DESIGNATION ONLY
ROOF NAILING PATTERN (COMMON NAIIaS�
ZONE 1: USE ad RING SHANK NAILS 1@ 6" O.G. EDGES - 12" O.G. FIELD
ZONE 2: USE ad RING SHANK NAILS a 6" O.G. EDGES all O.G. FIELD
ZONE 3: USE ad RING SHANK NAILS 6 6" O.G. EDGES - 6" O.G. FIELD
GABLE TRU55: USE ad NAILS m 4" O.C.
MECHANICAL DRIVEN
USE MIN -0990 RING SHANK x 21/4" LONG w/ 15/64"0 HEAP (FULL ROUND)
ZONE 1: 6" O.C. EDGES- a" O.C. FIELD
ZONE 2: 4" O.G. EDGES- 6" O.G. FIELD
ZONE 3: 4" O.G. EDGES- 4" O.C. FIELD
GABLE TRU55: USE ad NAILS 1@ 4" O.C.
ROOF DIAPHRAGM NOTES
1, ROOF SHEATHING ACTS AS A HORIZONTAL DIAPHRAGM
2. GYPSUM WALLBOARD ACTS A5 THE CEILING DIAPHRAGM
NAIL 5(_,,HE1DU E FOR RCCF5 _
SCALE: 3/4"=1'-0"
WALL F3EYON 4" CONC. SLAB W/ FIBER MESH
OVER (o MIL VAPOR BARRIER
DRIVEWAY
SLAB NOTE:
RECESS FOR
3' GARAGE DOOR
al'XLVII THICKENED // �// //\//��` CLEAN, COMPACTED,
EDGE W/ (1) CONT. \�\\�/ TERMITE TREATED FILL
GARAGE DOCK FCCMN DETAIL
SCALE: 3/4"=1'-01•
4�
kk
DRW JAC APva DB
DATE -
1/22/2012
SCALE:
AS SHOWN
JOB NUMBER:
1180/814
SHEET-
•
�
rca
a
a
'cwt
P4E-
cj-
Z
P4
r-+
w
®fes
o
�
DRW JAC APva DB
DATE -
1/22/2012
SCALE:
AS SHOWN
JOB NUMBER:
1180/814
SHEET-
•
MASONRY WALL
ALUMINUM WINDOW
FRAME-
TAPCON PER WINDOW hJANUFACTURER SPECS,
lx P.T. BUCK STRIP T -NAILED W/.109 DIA. MIN.
To MASONRY Q S" O.G. MIN. AND PLACE
WITHIN 6" FROM CORNERS WITH i" MIN.
EMBEDMENT INTO BLOCK OR
2x P.T. BUCK STRIP INSTALL 3/16" DIA. SELF TAPPINC3
CONC. ANCHORS a" MAX. FROM ENDS AND 24" O'C.
MAX. WITH 1" MIN. EMBEDMENT INTO BLOCK
(2x BUCK TO EXTEND BEYOND WINDOW FRAME
ON INTERIOR)
WINDOW ATTACHMENT DETAIL r13
SCALE 3/4'1,1'-0" /
"5 VERT. WALL REIN,
GROUT CELLS 5OLID
2x8 P.T- 02 SYP JAMF3 —
TRACK/5FRACKET
FASTEN PER MANUF. 5PEC5.
G- ARAC3E DOOR
ATTACHMENT DETA
SCALE: N.T.S.
MASONRY WALL
1/211 x 511 "Ll'
f5OL I
WASHER SQ. ASHER 4 NUT
AT FILLED CELL
(4 PER SIDE)
,- P,T. DOOR STOP
BRICK MOLD
PRE -HUNG POOR FRAME
SHIM A5 NECESSARY
TAPCON5 PER POOR MANUFACTURER
E.
Ix P.T. BUCK STRIP T -NAILED W/ .109 DIA. MIN.
TO MASONRY o 8'I O.C. MIN. AND PLACE
WITHIN (o" FROM CORNERS WITH I" MIN,
EMBEDMENT INTO BLOCK OR
2x P.T. BUCK STRIP INSTALL 3/16" DIA. SELF TAPPING
CONC. ANCHORS a" MAX. FROM ENDS AND 24" O.C.
MAX. WITH 1" MIN. EMBEDMENT INTO BLOCK
Ox BUCK TO EXTEND BEYOND DOOR FRAME
ON INTERIOR)
:)CCR ATTACHMENT DETAILit
SCALE: 3/4"=1'-0" 1.2
- ° (1) HTSM16 W/ (4) 1/4" x 21/4" TITN5
TO BOND BEAM 4 (a) 10d x 11/2'
GALV. NAILS TO TRUSS.
(11715 LB5 MAX UPLIFT)
FILLED LINTEL BLOCK W/
(1) S5 ROD CONT. W/ MIN. 25"
SPLICE (2" FROM TOP)
CCRRECTION FOR
I55ID LINTEL STRAP DETAIL
SCALE. 3/4"=1'-0"
4" CONC. SLAB W/ FIBER MESH
OVER 6 MIL VAPOR BARRIER
7luI.
CLEAN, COMP., TERMITE
TREATED FILL
(1) S5 ROD CONT.
OFFSET THICKENED EDGE �
SCALE: 3/4"=I'-0"
—4" CONCRETE SLAB
1 1
1
FOOTING W/ (2) #5 BAR5
I
I�
1
1� II
II �� #5 REBAR TYP.
1�
i =R nMq - = - -- - -ell a1 —'W W m- - — -gym- - — - m- i ® _
Lf5FNT BAR W/ 25•
LAP E.W. TYP OF 2
GORNFR 5AR DET41L
(F0R FOOTING REO'MTS)
SCALE. 3/411=1'-0"
CERAMIC TILE
FLOOR DRAIN
SLOPE FLOOR
4' SHOWER
RECESS -7
W/ (1) 05 REBAR CONT.'^.
RECE33 AT 3HOWER
SCALE: 3/4"=1'-0"
TYP. INTERIOR WALL
4" CONC. 5LA5 W/
FIBERMESH OVER (o
MIL VAPOR BARRIER
19
2
1
L2,,)
cc
CD
C7
p
SLAB SLOPES AWAY 4" CONC. SLAB W/ Cf) � w
FROM HOUSE FIBERMESH OVER 6
FIN, GRADE MIL VAPOR BARRIERP4 E-
F' a
. F P4 pr, ��y
ISI
VAAyVAVAAVAA�A� CD G�
co1.4
w
CLEAN, COMP., TERMITE
(1) #5 REBAR CONT.
TREATED FILL
THIC;<ENED E[DGjE DETAIL 1�
SCALE: 3i4"=1'-0" �_2
a �
a
a Q
a
EXIST. ROOF SYSTEM AND
ROOF STRAPPING Q
F
o
P4
�a
1 SEE ELEVATIONS
1.2
DRILL 6" INTO EXIST. LINTEL, -
EPDXY 4 DRIVE #5 4 BEND _ I _ FILLED LINTEL BLOCK W/
VERT., 25" LAP REO'D. _ _ (1) #5� ROD CONT. W/ MIN. 25"
SPLICE (2" FROM TOP)
SPLIT FACE OF BLOCK 9
PROP. FILLED CELL LOC-
ATION. (TYP.)
ALTERNATE LOCATION
OF FOOTING DETAIL W/
FILLED CHAIR BLOCK
DRILL 6" INTO EXIST. FTC.,
EPDXY 4 DRIVE 05 4 BEND
VERT., 25" LAP REO'D.
C ORRECTICN FOR
M153EID [DOWELS IDETA
SCALE: 3/4"=1'-0"
8" C.M.U. BLOCK
4" CONC. SLAB W/ FIBER MESH
OVER MIL VAPOR BARRIER
0'-0' FIN. FL.
° e
NOTE.
STEM WALL SHOWING.
SAME W/ MONOLITHIC FOOTER
JAC APVD: DB
Y
r
DATE
f
TYP. INTERIOR WALL
4" CONC. 5LA5 W/
FIBERMESH OVER (o
MIL VAPOR BARRIER
19
2
1
L2,,)
cc
CD
C7
p
SLAB SLOPES AWAY 4" CONC. SLAB W/ Cf) � w
FROM HOUSE FIBERMESH OVER 6
FIN, GRADE MIL VAPOR BARRIERP4 E-
F' a
. F P4 pr, ��y
ISI
VAAyVAVAAVAA�A� CD G�
co1.4
w
CLEAN, COMP., TERMITE
(1) #5 REBAR CONT.
TREATED FILL
THIC;<ENED E[DGjE DETAIL 1�
SCALE: 3i4"=1'-0" �_2
a �
a
a Q
a
EXIST. ROOF SYSTEM AND
ROOF STRAPPING Q
F
o
P4
�a
1 SEE ELEVATIONS
1.2
DRILL 6" INTO EXIST. LINTEL, -
EPDXY 4 DRIVE #5 4 BEND _ I _ FILLED LINTEL BLOCK W/
VERT., 25" LAP REO'D. _ _ (1) #5� ROD CONT. W/ MIN. 25"
SPLICE (2" FROM TOP)
SPLIT FACE OF BLOCK 9
PROP. FILLED CELL LOC-
ATION. (TYP.)
ALTERNATE LOCATION
OF FOOTING DETAIL W/
FILLED CHAIR BLOCK
DRILL 6" INTO EXIST. FTC.,
EPDXY 4 DRIVE 05 4 BEND
VERT., 25" LAP REO'D.
C ORRECTICN FOR
M153EID [DOWELS IDETA
SCALE: 3/4"=1'-0"
8" C.M.U. BLOCK
4" CONC. SLAB W/ FIBER MESH
OVER MIL VAPOR BARRIER
0'-0' FIN. FL.
° e
NOTE.
STEM WALL SHOWING.
SAME W/ MONOLITHIC FOOTER
JAC APVD: DB
Y
r
DATE
1/22/2012
��:
AS SHOWN
JOB NUMBER:
1180/814
a SHEET'*