HomeMy WebLinkAboutBUILDING PLANSPROJECT LOG j
ISSUED FOR START 03-3030-18
ISSUED FOR PERMIT 05-08-18
a
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION
2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPUCABLE AMENDMENTS,
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPUANGE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017
ABV
ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PAS
BLK.
BLOCK
BLW.
BELOW
BRG.
BEARING
BTM.
BOTTOM
CLG.
CEILING
CMU
CONCRETE MASONRY UNITS
COL
COLUMN
CONIC.
CONCRETE
CSMT.
CASEMENT
DBL.
DOUBLE
DIA.
DIAMETER
DISP.
DISPOSAL
DP
DESIGN PRESSURE
DR.
DOOR
DW
DISH WASHER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
E.S.
EACH SIDE
E
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST
UNTELS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE 1x2 P.T. FlRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE
1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. ALL GLAZING WITHIN 24° AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOD OTHERWISE.
USING THE 2017 FLORIDA BUILDING CODE 6th EDITION
3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASSENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS NTHSILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJORG.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE. +.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL R
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AAPACITY.
4. REINFORCING:
ACCORDINGLY.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN. RACEWAY OR NON METALUC SHEATHED CABLE.
VERTICAL:
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 2e HIGH, 20" WiDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART R
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR.
THE DESIGN.
8. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4. TRUSS MANUFACTURER. SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND -
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER,
OFOF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE R ONE-HALF INCH FROM
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER P
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS R
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
AN L AND AS PER MANUFACTURER.
RECOMMENDATIONS.
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE S LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE.
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV,
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
SHOWN ON PLANS,
FR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
E. VERTICAL REINFORCING EACH SIDE R ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE..
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE ILL APPROVED AND AS
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED,
SELECTED BY BUILDER.
G.T.
GIRDER TRUSS
MIN.
MINIMUM
T.O.
THROUGH OUT
HORIZONTAL
BEAM SCHEDULE NOTES
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
GA.
GAUGE
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
GFI
GFl
GALVANIZED
ROUND FAULT INTERRUPT
MONO.
MTL
METAL IC
METAL
T.O.PL
T.O.TIPT.B.
TOP OF WOOD PLATE
TOP R TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE LINTEL (MARK %L) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
NOD
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
12. PROVIDE PRE- 'MOPED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
GL.
GWB
GLASS
GYPSUM WALLBOARD
0/C
a/c
OVER HEAD DOOR
ON CENTER
U.N.
U.N.O.
TYPICAL
UNLESS NOD OTHERWISE
5. GENERAL:
-BB-)
MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF UMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES.
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
2 ALL BOND BEAMS MARK
( )REINFORCING SHALL BE CONTINUOUS THROUGH BOND
HGT.
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ AS.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM R 48 BAR DIAMETERS.
B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
HPS.
HOOPS
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
HR
HOUR
P.T.
PRESSURE TREATED
W/
WITH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
HS
HV11Z
HORIZONTAL SLIDING
HIGH VELOCITY HURRICANE ZONE
PAR7'N.
PKT.
PARTITION
POCKET
WC
WD.
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-
WORK'
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
INS.
INSULATION
PLYWD..
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS,
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
INT.
INTERIOR
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURES,
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
I.G.
LIN.
LONG
LINEN
S.C.
S.G.D.
SOLID CORE
SLIDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE ROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED 01HERWTSE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
LT.
LIGHT
SF
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
L.T.
LAUNDRY NB
SH
SINGLE HUNG
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94 -94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
11. ALL
NOTED. HEADERS DOORS (F WOOD FRAMECONSTRUCPON DEPENDING ON 3IESOTHERWISE
R ON ALL WALL W THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER
LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NEC 210.12. REQUIRED FOR ALL 120-VOLT,
ST LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
-OVERHEAD
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
*FILL
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 Rig
9100 OHD 16070
WAYNE DALTON
N/A
W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED.
D.P= +28.4 PSF
+39.2 PSF -43.7 PSF
2-3/4* MIN. EDGE DISTANCE 6' FROM END
-34.7 PSF
B
FL-7630.1
3080 j UTE DR
THERMA TRU
SGL IMPACT
1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P = +31.9 PSF
+50.0 PSF -50.0 PSF
6' & 14" O/C MAX. SPACING,
-34.7 PSF
C
FL 17499.1
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPOONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2- FROM EDGE
-34.7 PSF
D
FL 17499.1
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/18" TAPOONS W/ 1-1/4- MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2" FROM EDGE
-34.7 PSF
E
FL 17499.1
SH 15
MI WINDOWS & DRS
SGL IMPACT
3/16` TAPODNS W/ 1-1/4' MIN EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX RACING & 2" FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 15
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCDNS W/ 1-1/4" MIN EMBED
D.P = +33.4 PSF
+55.0 PSF -55.0 PSF
0 10" O/C MAX. SPACING & 2" FROM EDGE
-44.8 PSF
G
FL 17499.1
(2) SH 26
MI WINDOWS & DRS
SOL IMPACT
3/16` TAPOONS W/ 1-1/4' MIN EMBED
D.P= +29.9 PSF
+55.0 PSF -55.0 PSF
0 10° O/C MAX SPACING & Y FROM EDGE
-37.7 PSF
H
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCDNS W/ 1-1/4' MIN EMBED
D.P= +28.4 PSF
+55.0 PSF -55.0 PSF
012' O/C MAX SPACING
-31.2 PSF
I
FL 17499.1
(2) SH 25
Al WINDOWS & DRS
SGL IMPACT
3/16' TAPOONS W/ 1-1/4" MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10- O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
J
FL 15349.5
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCNS W/ 1-1/4' MIN EMBED
D.P= +33.4 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3" FROM EDGE
-36.3 PSF
K
FL 17499.1
SH H33
Al WINDOWS & DRS
SOL IMPACT
3/16" TAPCNS W/ 1-1/4" MIN EMBED
D.P = +33.4 PSF
+55.0 PSF -55.0 PSF
0IV O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
L
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPOONS W/ 1-1/4' MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
010" O/C MAX SPACING & 2" FROM EDGE
-34.7 PSF
M
FL-9174.10 R12
9100 OHD 6070
WAYNE DALTON
N/A
W/ iATI
-1/4- WASHER & 2-3/e MIN. EMBED.
D.P= +29.9 PSF
+39.2 PSF -43.7 PSF
2-3/4' MIN. EDGE DISTANCE. 6' FROM END
-32.7 PSF
N
FL 17499.1
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCNS W/ 1-1/4- MIN EMBED
D.P= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10° O/C MAX SPACING & 2" FROM EDGE
-34.7 PSF
0
FL 17499.1
SH 26
Al WINDOWS & DRS
SGL IMPACT
3/16" TAPCNS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2" FROM EDGE
-34.7 PSF
PRODUCT
MODEL #
MANIUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
M& DOOR
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
FL 15353.3
MAX. 104-Ile HORIZ.
(DOWS4)"FAS1DffRSTAPCDNS WP/ER CLIP"TOP BMIN �
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.4
83"
ROOFING
NDIA NO. 17-0822.13
EAGLE ROOFING
(2) iDd RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
UNDERLAYMENT
0.
NOA N17-0614-.22
O. 17-AYMENT
POLYGLASS USA
MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE
PLIES NAILS AND TIN CAPS 12" GRID, 6' O.C. AT A MIN. 4"
N/A
N/A
PFFI At STINK
SAS
INC.
HEAD LAP
SIDING
STUCCO
NIA
N/A
N/A
N/A
2 RING SHANK ATTACHED TO UNDERSIDE R TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (e 0/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNIT$.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE VWTH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI-.
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
FOUNDATION NOTES
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER -
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI R BETTER, AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
31e BEAMS AND - 1 1/2" FORMED CONCRETE BELOW GRADE-2- UNFORMED
1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FlBERMESH
CONCRETE BELOW GRADE
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C.
PLUMBING NOTES
ON 0.006 VISOUEEN (OR EQUAL) N CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE ATTACH DRYWALL WITH 1' LONG
3. REINFORCING STEEL- GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL R
14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4" O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERUNES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY R 2500 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 'PENETRATION INTO VERTICAL WOOD
/ "
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE:A MINIMUM OF 82' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM R 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
REIAT NFORCEMENTSHALL BE SUBMITTED, BUT ONLY IF -
DOWELS AS7. DOWELS OLUMN AND VERTICALBARSAABOEIENFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELSANALYSIS
15. PNEUMATIC FASTENERS SYSTEM TO BE HILT] -COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BUILDING OFFICIAL
1-1/2" LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PS MIN.
B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL",
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS N BAR USTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFRCINGGSTEEL INSTITUTE UNLESS NOTED OTHERWISE,PUBUSHED
CONCRETE
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
G "ES
LO'
0 L`rjul Ln
GRENADINE CLUB
LOT 56
MEADOWOOD
COPYRIGHT 2018
I . 1 _ u ff z ► pier,ii
cV El
NN ❑ N
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18�" f 36" 52a° 25}"
SH 15 SH 25 SH 35 SH H35
FABRICATION AND ERECTION R STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V* (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3E LESS THAN >V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS,
BOLTS - A 307-00 TUBULAR - A5OD-O7a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2 WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL.. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX SHEET STEEL R OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE
3. THE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (127 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LDS DM PARTN TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
111NL
ULITIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR MIND
DESIGN TAKEN AT 10 p.s.f.
NOIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 R THE FLORIDA BUILDING CODE
AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOD N THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
2x P.T.
MR
Elm
M.O. 20 1/8" M.O. 38" M.O. 54 1/e M.O. 27 1/2' M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4. W M.O. 55 1/2' W M.O. 78 1/2' W
X 98 1/2' H
ix, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BC
P.T. WOOD BUCK P.T. WOOD E
38" 70" 38"
SH 35 / \
aoryh �1s
M
TYP. BAY WINDOW
X 98 11A H X 98 1/2 H \ X 98 1/2 H X 98 3/4 H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB \j1 EDGE OF SLAB -
Fill h u •
�\j 1 I EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4, BOARD OR ix6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE R THE SIZE, LENGTH AND SPACING S REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-$
TRUSS PLAN
E-1
ELECTRICAL PLAN
1111-1
MECHANICAL PLAN
SYMBOLS LEGEND
1
TAIL
DETAIL/ u .SCALE 4
Duc INTERIOR
SCALE
2 ELEVATION
3
DETAIL
DWG. SCALE
C# COLUMN LABEL
F,# FOOTING LABEL
SECTION
DWG. SCALE
POT SHELF HEIGHT
AS NOTED
16
SECTION
DROP(!!//!!//1/1/1l//1!E
Gwc. SCALE
HEGHTEASNOTED
-I- FFf0OI�� I:- Z LUl_
ARCHED SEE
PLANR ELEV.
INTEPoOR ELEV.
SCALE
MASONRY CONSTRUCTION
TYPICAL
B# BEAM LABEL
■•
GROUT FILLED CELL SEE
FOUNDATION PLAN
2# REVISION
NON -BEARING FRAME
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SIZE WxD
REINFORCING
DESCRIPTON
NO.
W/2 15 CONT.
EXTERIOR MONOLITHIC
F-1
20" x 18"
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ONE STORY
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W/2 /5 CONT.
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38
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1 y 1=1 =1C G'c � SEE OTHER
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C-4
12x12
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81
MATCHING DOWELS FOR
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� COLUMNS 48 BAR DIA.
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EXTERIOR CONT.
O ISOLATED
38
MONOLITHIC FOOTING
PAD
EXT.
CONT. MONOLITHIC
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34 THICKENED EDGE #1
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CONT. 25 GAUGE METAL TRACKS
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CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24"
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
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® 16" 0/C W/ 1" WASHERS
ff) INTERIOR PARTITION
3/4" = V-D'
R-30 BLOWN —IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
CALCULATIONS
TOTAL U/A 1832 S. F.
COVERED ENTRY 121 S.F.
COVERED PATIO 238 S.F.
GARAGE 583 S.F.
TOTAL AREA 2774 S.F.
TOTAL AIR VOLUME CUBIC FT. = 17037.6
GARAGE COUNG
(4) 2x4 METAL STUD
GARAGE FLOOR
ELECT. PANEL / CHASE
6'-6"
0
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co'kwcst ) t.-•r-cSssenno y' M'.,r Fo ua 3.. u0 FK'4<%'4%'F
Mid Well (M Style) Control Joint
Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts
available.
1578 SOUL 7I8"x1l2" 3-112" solid flange. 1-314" perforated Flange
Mid Well Control Joints— Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available.
US Patent Nmnber 7,767,450
Caulk all intersections, buttjoints., ends and corners at time of installation.
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 2774 (SQ.FT.) x 144 = 399,456 SQ IN.
/ 150 = 2,663 SQ. IN. REQUIRED NET VENT AREA
/ 15 SQ IN. PER LINEAR FT. (238 LF) VENT = 3,570 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE TILE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
@24' 0/C TYPICAL
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ANCHORS EA. END
SEE PLAN ELEV.
GALV. MTL. DRIP —
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2x6 PAINTED TEXTURED
SPRUCE FASCIA
CEMENTITIOUS FINISH ON METAL LATH ATTACHED
TO LEDGER & 2x4 BLOCKING
W/ 3" CONTINUOUS VENTS ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
CEMEMNTITIOUS FINISH
OVER 8" CONC. BLOCK
R 4.2 BETWEEN STUDS
0'-0" FIN. FL. SLAB
tn,
11,
12
6
16
4.0
I l
1
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I I
INSULATION
PER ENERGY CALC.
J
RAT RUNS PER
"
TRUSS MANF.
8" DRYWALL OR 1/2" 'TOUGHROCK"
5rR EQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
CONT. 8" 16" MASONRY BOND BEAM
W/ 1J5 CONT. TOP & BOT. - FILL W/ CONC.
CONT. METAL POUR STOP
1/2" DRYWALL
1X2 P.T. FURRING ® 24" 0/C
EXTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC. FOOTING
SEE FOUNDATION PLAN
FOR NOTES & DETAILS
a
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—III
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—III
—III_
TYPICAL WALL SECTION
SCALE 3/4" = 1
Product Submittal Sheet
vinylcorp com 6000 N`N 79th Place P 305. 477.9454
Clarkwestern Dlalhdr Building Systems LLC Miem., Florida 33158 F 305A71.4108
Soffit Vents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &arnp; plaster.
W
CS58-300V I 518" I 3" wide vent (one piece) 5" overall Moth. perforated flanges 15
3" Soffit Vents —continuous one-piece Soffit Vent with reinforcing rib to key into stucco &ari'P: plaster. Vent Clips are provided to connect Soffit Ventaod
to assist In alhgninsit
Vent area. 15 square inches per lineal R
Caulk allinlersectiens, buttjoints, ends and comers attune of installation.
TYPICAL INSTALLATION
„ WINDOW ASSEMBLY
MARBLE SILL
TENERS AS REQUIRED
WINDOW MANUFACTURER
SEAM AT
D.P.= +33.4 PSF
O-36.3 PSF
J 6'-0"
El
D.P.= +33.4 PSF
36.3 PSF
O
rCONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
LIQUID APPLIED FLEXIBLE CONCRETE
FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPEC
+'ad. WINDUW 1NSIALLAII
MORTAR OR
GRGUT
.4 a °
d ...
a
.� a a• °.
4.
SET SILL IN FULL
DRYWALL °'A,. -ae' °� °.m "'. <, MORTAR BED AND HEAD JOINT
STUCCO OR
.p< DECORATIVE
.Q a CEMENTITIOUS
.tl / COATING
3/4- FURRING TO a
MASONRY WALL 4 . B' C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
IN IN IN IN IN WFUN
-I �■I I-
COV.
PORCH
SLOPE
All
-- -- - — - —
12
6
PSF
PSF- — -
MEDIUM TEXTURE
DECORATIVE CEMENTITOUS FINISH
ON BLOCK WALLS, TYP.
Lam!!
D.P.= +29.9 PSF
O -32.7 PSF LEFT ELEVATION - CLASSIC
PROVIDE MEDIUM TEXTURE
CEMENTITOUS FINISH
PRIOR TO METER INSTALLATION
- - — 0'_0" FIN. FL SLAB
CONIC. OR MASONRY
ALUMINUM FRAME
1x4 P.T. BUCK SET IN
STUCCO FINISH
FASTEN TO BUCK W/
3/16"x2 1/2" TAPCON
SEALANT AND NAILED
W/1-1/2" CASE HARDENE
PERIMETER CAULKING
2x6 P.T. BUCK SET IN
SEALANT FASTEN
SCREWS ® 12" 0/C
PERIMETER SEALANT
COIL NAILS AT 12" 0/C.
MAX.
CONC. OR MASONRY
1x4 P.T. BUCK SET IN
W/ 1/4" DIA. x 3-1/4"
SEALANT AND NAILED
STUCCO FINISH
CONC. OR MASONRY
TAPCONS 3" FROM E.E.
W/1-1/2" CASE HARDENE
J ''.?)°Oo a Q . 'o. AND 12" 0/C MAX.
CONC. OR MASONRY
Oo COIL NAILS AT 12" 0/C.
o q
fx4 P.T. BUCK SET IN
b:: ' o .`'Oo�.:
' ° is a MAX.
DOOR TRIM
SEALANT AND NAILED
W/1-1/2" CASE HARDENEE
DOOR FRAME
COIL NAILS AT 12' 0/C.
DRYWALL BOARD
DRYWALL BOARD
FASTEN TO BUCK W/
MAX,
CAULKING
CAULKING
(2) 16 GALV. x 2"
'� DRYWALL BOARD
ALUMINUM FRAME
SCREWS ® 2'-0' O/C
FASTEN TO BUCK W/
DOOR FRAME
DOOR TRIM
CAULKING
3/16" 1/2" TAPCON
FASTEN TO BUCK W/
PERIMETER SEALANT
SCREWS 012" 0/C
(2) 16 GALV. x 2"
STUCCO FINISH
PERIMETER SEALANT
SCREWS ® 2'-O" 0/C
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
JAMB DETAIL (WINDOW)
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
CONC. COLUMN
DOOR THRESHOLD SET
WEATHER STRIPPING
IN BED OF CAULK &
FASTENED TO SILL W/
BY DOOR MANF.
GARAGE DOOR
ALUMINUM FRAME
SECURE FRAME TO SILL
J8 x 1 1/2' SCREWS
® 18" O/C
PERIMETER CAULKING
GALV STL VERT. TRACK
BY MANF FASTENED TO
TRACK BRACKETS W/
WITH SILICONE
CAULKING
DOOR FRAME
FASTEN TO SILL W/
FLOOR COVERING
1/4"-20x1/2" CARRIAGE
x 2" SCREWS
BOLTS & LOCK NUTS
OOo6
' o.
o'
®2'-0" 0/C
a
o� °.
GALV. STL. TRACK
Oa
o
BRACKETS FASTENED
T
FLOOR COVERING
0
CONIC. FLOOR SLAB
TO WOOD JAMB W/
6"x1-1/4" 3/1LAG SCREWS
2x8 P.T. ATTACHED TO
` PRECAST OR POURED
SILL
.07�' °
OQo °o,p O
PERIMETER CAULKING
MANi METHOD OF COLUMN W/ 5/8" WEDGE
PERIMETER CAULKING
STUCCO FINISH
AR�gHa �N S s BMrrTED ANCHORS ® 2'-0" 0/C VERT.
(6- MAX. FROM ENDS) AND
GROUT BED
w COMPLETE INSTRUCTIONS
2 FROM INSIDE EDGE OF 2X
CONCRETE SLAB
SILL DETAIL (DOOR)
JAMB DETAIL (GARAGE DOOR)
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
R-30 INSULATION AT AIR CONDITIONED
CEILING LOCATIONS
PRE ENGINEERED WD. TRUSSES
F— @ 24" O/C TYPICAL —>
FOYER I I GREAT ROOM
12
6
COVERD
PATIO
SLOPE
— - - —i---- 4
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
(MAX. 8' O.C)
SECTION A -A -CLASSIC
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ELEVATIONS
SECTIONS
W 56
ENG. AND APPROVED WOOD TRUSS S SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDIDONS
t
CONNECTOR NOTE
R. MFR. SPECIFICATIONS
_ SEE PLA�ONRY BOND BEAM
R STOP
LL
A5 CONNECTION DETAIL
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
6 PRE-ENGINEERED WOOD
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
(1) JANC�H�OR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
A5 CONNECTION DETAIL
PRE-ENG: WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. CONDITIONS
USP HDPT2 OR HDPTD
FASTEN TO WALL W/NAILS
PER SCHEDULE AS READ.
FRAME BEARING WALL
ELEV.
r. STRAP DBL. TOP PLATE TO STUDS
W/ "USP" SPTH 4, 6, OR 8 U-STRAP O R
TOP PLATE AND DOWN EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
W/ WOOD STUDS ® 16' O/C (PER PLAN
SOLID BLOCKING ® 4'-0" O/C
VERT. MAX.
STRAP BOTTOM PLATE TO STUDS
W/ "USP' SPTH 4, 6, OR 8 U-STRAP R
BOTTOM PLATE AND UP EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
5/8" WEDGE ANCHORS 0 24' O/C
AND 6" MAX. FROM OPENINGS
6 W/3"x3"xl/4" STEEL WASHERS
EMBED 4" MIN.
FLOOR SLAB
SECTION
4 CONNECTION DETAIL
ALLOWABLE UPLIFT
A5
Loaos
FASTENER
TOTAL FASTENERS
SIZE
2
4
6
8
10
12
8d
220
440
660
880
1f00
1320
lOd
265
535
800
1065
1333
1500
LOTT'S LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIFT
LINTEL
SPECIFICATION
1
17'-4"
2106
355
788
247
8F34-1B/1T
2
4'-0"
7729
857
4771
286
BRF14-18/1T
3
5'-4"
5609
157
3057
48
8F16-1B/1T
4
7'-6"
2882
130
1548
97
8F16-1B/1T
5
7'-6"
2882
120
1548
90
81`16-1B/1T
6
7'-6"
2882
355
1548
247
8F16-i8/i1I
7
4'-0"
8859
1270
5572
435
8F76-18/1T
8
3'-6"
10000
1253
9578
436
8F32-16/1T
9
3'-6"
10000
0
9578
0
8F32-i8/11I
10
7'-6"
7857
0
3323
0
8f32-18/iT
11
13'-4"
3250
0
1178
0
Bf32-18/11I
12
10'-6"
1533
423
914
275
BF16-16 1T
13
9'-4"
2000
210
1027
82
8F16-i8/11I
14
14'-8"
1079
217
477
75
8F16-1B 1T
15
7'-6"
2882
271
1548
95
8F16-1B/1T
i6
7'-6"
2882
946
1548
330
8F16-1B/1T
17
3'-6"
10000
1841
7428
650
8F16-1B/1T
18
5'-4"
5809
840
3057
291
8F16-1B/1T
19
7'-6"
2882
355
1548
247
8F16-18/1T
20
4'-0"
6859
250
5572
100
8Fi6-18/1T
21
4'-0"
6859
250
5572
100
BF16-18/1T
F =FILLED WITH GROUT / U =UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF UNTEL CAVITY
8F16-1 B/1 T
LNOMINAL HEIGHT
QUANTITY OF #5
NOMINAL WIDTH REBAR AT TOP
Y-
TYP. 0 WALLS BUB BFi6-08/lT
-�k— 7-5/8" ACTUAL
" NOMINAL HEIGHT
8Fi6-iB/iT 8F24-00/1T
#5 REBAR AT TOP
MIN. (i) REQ'D
CLEEAARR
C.M.U.
GROUT
#5 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
BF30-1B/iT
(3) 16D TYP.
2 lOd TiP.
. TRUSS
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
T-BRACE AT EA. VERT.
NAIL w/i6d NAILS ®8" 0/C
(w)
CONNECTION DETAIL
1/2" DRYWALL OVER
TYPICAL FURRING
EXTRA LAYER OF 1/2"
DRYWALL SURRONDING
FRAME ARCH
TYPICAL FURRING �
APPLIED TO SHEATHING
19/32 PLYWOOD ARCH
SECTION IIIII II
It
(:A!5:) fYINNFfTI(1N IIFTAII
ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ i6d ®8' 0/C
2x4 (ADDER FOR O.H. ®12" 0/C
�16V" MAX CONT. 2x4 LADDER PLATE ANCHORED TO GE
TRUSS W/ 16d NAILS 08° 0/C MAX.
�— 20 DIAGONAL BRACE RESTRAINT ®4'-0" 0/C
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO SLEEPER W/ i6d NAILS
® 4" 0/C TYPICAL
CONT. 20 SLEEPER FASTEN TO BEAM W/ HILT(
XDNI 2-5/8" LG. ®6" 0/C
LISP TA24R EMBEDDED STRAP W/ (4) 16d NAILS
® EA. TRUSS VERT. WEB (24' 0/C)
CONT. CONC. OR MASONRY TIE BEAM SEE TIE
BEAM SCHEDULE
2x4 LATERAL BRACING ®4'-0" 0/C
CONT. 2x6 P.T. BUCK FASTENED TO LINTELS
W/ 1/4"x3" LG. TAPCONS ®12' 0/C MAX.
AND TO BLOCK OR CONC.
�-W/ HILT( DNI-62-P8 ®8" 0/C MAX.
2X6 P.T. CROSS BLOCK REQUIRED ONLY IF
' FREE EDGE DIMENSION EXCEEDS 240
SEE DIMENSION. NAIL TO BUCK AT EACH
END W/ (4) 16d NAILS.
EDGE OF MASONRY OPENING
19/32 EXTERIOR SHEATHING
W/PAPERBACKED HI RIB METAL LATH
2X4 PT BLOCKS ALONG ARCH
NAIL TO PLYWD. EACH END
VIEW W/(3) 10d x 1-1/2" colL NAILS
PROJECT LOG
ISSUED FOR START 03-30-18
ISSUED FOR PERMIT 05-08-18Lj ui
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STRUCTURAL
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AW 56
PROJECT LOG
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS ISSUED FOR START 03-30-18
a: EDGE STRIP DEFINED AS THE LESSER OF 10% 2 ISSUED FOR PERMIT 05-08-18
OF LEAST HORIZONTAL DI OF BUILDING MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
OR 40% OF HEIGHT H BUT ANiOT LESS THAN 4% OF qTRAP
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.------- it
2 ` \ \Oi/ it 1212
`�`\ rr I I rr I TYP. RIDGE CAP & 111 I I ROOF MEMBRANE
_L---° - 1\ I ` \l
2x RIDGE BOARD
I--------� �`� I (2) SIMPSON H10 CLIPS
O I 2 ON 1 SIDE OF TRUSS
r--------- I
I STAGG. & ATTACHED TO
�------------------ - I / 2x6 CATS 0 24" O/C
BETWEEN TRUSS RUN 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED, 3) USE GALVANIZED NAILS OR WOOD
1 ,/ / IAll.
I SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOO BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM,
I IPRE ENGINEERED ROOF RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
--------- BUSSES SEE FRAMING
PLAN 1. 0.113 INCH NOMINAL SHANK DIAMETER
NOTE: SEE DIAPHRAGM 2 2 i�' , O\` \\ i 3 ROOF NAILING IS IDENTICAL FOR ZONES 1 8C Z 2. RING DIAMETER OF 0.012 J. 16 TO 20 RINGS PER INCH R SHANK DIAMETER
SCHEDULE FOR ROOF Y 2 ` 4. 0.260 INCH FULL ROUND HEAD DIAMETER
ZONE NAILING -1 ---� --- i-I 5. 2 INCH NAIL LENGTH
REQUIREMENTS. FIELD FRAMED RIDGE DETAIL
ROOF ZONE DIAGRAM
M
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9' CLG O D SP CE
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TC-1 i TC-1 o TC-1 N TC-1 yy U
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W
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1/4" = V-0" U.N.O.
9'-4" PLATE HT. HARDWARE: TRUSS
=HUS26 HANGERS (QTY. 2) PLAN
A-6
10' -8" PLATE HT. Indicates Left End Of Truss
On Layout & Engineering Sheets
Nlw = 56
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
TIE -BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-i
TA12
(5) 10d x 1-1/2'
-
990
9980
335
670
245
490
TC-2
TA14
(7) fOd x 1-1/2"
-
1205
2410
335
670
245 �
490
TC-3
HTWMi6
8 fOd x 1-f 2'
4 1 4" x 1-3 4' WAB.
1225
-
1225
-
1225
-
TC-4
HTA16
9) 10d x 1-1 2"
-
1870
2430
710
13f0
270
1215
TC-5
HTWZO
20 fOd x i-1 2
24 10d x 1-1 2"
1530
-
-
-
-
-
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
24" 0/C
SHANK
SHANK
SHANK
SHANK
SHANK
SHANK
SHANK
BLOCKED AS
SPAN RATING 40 20
19 32°
MAX.
6" 0 C
6" 0 C
6" 0 C
6" p C
6" 0 C
4" 0 C
4" 0 C
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE 1, OR EQUAL
SPAN RATING 40 20
19/32
16" 0/C
MAX.
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
4" 0 C
8d RING-
SHANK
6" 0 C
NAIL CORNER STUDS
AT 4" 0/C MAX. TYPICAL
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
INT.
WALL
EXPOSURE 1, OR EQUAL
SPAN RATING 32 16
15/32
i6" 0/C
MAX.
SHANK
6' 0 C
SHANK
6" 0 C
SHANK
12" 0 C
BLOCK FREE
EDGES
PROJECT LOG
ISSUED FOR START 03-30-18
ISSUED FOR PERMIT 05-08-18
ELEC. PANEL "UNIT A" 200 AMP
CIRC,
DESCRIPTION
POLE
BRKR
WIRE
VA,
100%
1
AHU HEAT STRIP
2
60
6
0
9.6
1
A/C COMPRESSOR
2
40
8
0
0
1
COOKTOP
2
50
6
10.0
0
1
DBL (OVEN
2
50
6
10.0
0
1
DRYER
2
30 1
10
5.0
0
1
WATER HEATER
2
25
10
4.5
0
1
WASHER
1
20
12
1.5
0
1
MICROWAVE
20
12
1.5
0
I
DISHWASHER
20
12
1.2
0
1
REFRIGERATOR
20
12
1.2
0
3
SMALL APPLIANCE
r
20
12
4.5
01
BATH GFI
20
12r1.5
0
8
GEN. LIGHTING
15
14
0
1 4 /.7 1 9.6 1
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 15.08
A/C LOAD AT 65% = 6.24
TOTAL = 31.32 x 1000/240 = 130.5 AMPS
`�OV. PATIO
WP
GFI
\ SD
MASTER SUitL
.1
/ \ i
i
/ \ I
USB STATION
0 COUNTER
a
(1) SETS OF (3) J410 AWG. THWN
IN 2" CONDUIT
200 AMP SERVICE
p METER
DISC. COMBO
PANEL
200 A
5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0" LONG MIN.
ELECTRICAL RISER DIAGRAM
i
- -
KITCHEN`;
NING
-----�
DISP. AIR SWITCH
b
-n
— —
;I
F
_
GFz
u
u
(3) PENDANTS
—.._.._.._.._.._.._.._...,.....
GREA ROOM - - -
I FLOOR OUTLET W/
BRASS COVER
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 1,832 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 5,496 / 8 (GEN.LTG.CIR.) = 687 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY.
NOTE: PROVIDE ARC —FAULT CIRCUIT
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B).
NOTE: GARAGE PUSH BUTTON
LOCATED 0 60" ABV GARAGE FLOOR
72" MAX.
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
Plans are Prepared for the Builder and not any Planned or Future user
/ Home owner of the Subject Property and any Modifications, Deletions
and other Changes Authorized by GHO Homes Corporation or other GHO
entity are Permissible to included, but not be limited to Electrical Design
Modification, Fixture or Outlet or Circuit changed, Combinations or
Changes. All Final Work shall be at a minimum Equal to Code minimums
and any changes are only Permissible if Suggested and complete by a
licensed Electrician so long as Applicable Codes are Met and Load
Sufficient to Meet GHO's minimum Level of Service and Operation.
NOTE: ACCEPTABLE SMOKE & CARBON
DETECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/O—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
II
i II
i / \
SD PORCH
DOORBELL`\
FOYER
I I -'
---- -
i
i FIB ;It
ls
\ TH 2
LI' I' �xL
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FLUOR.
UTILITY I .........................
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r--�r�-�
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I
BATH ' L _ _J ,.
/ ----
® TWO BAY GARAGE
j MASTER /
I I
I i
,KDR00k1
C , I ELECT. & CHASE
0 FRAME -OUT
SEE DTL SHEET A-2
IRRIGATION
PUMP & TIMER
11JW
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e
w
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z
z
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a
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a
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w
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rh
0
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`./
'
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O
W
U
1/4" = 1'-0" U.N.O.
ELECTRICAL
PLAN
E
W=56
PROJECT LOG
ISSUED FOR START 03-30-18
ISSUED FOR PERMIT 05-08-18
2"
KITCHEN AVV KIT
CO OW
2"
2" AVV 2.
LAV
LAV
CO 3°
2" 2" VTR
Wp J
2" SHWR
MASTER BATH \
\
\ 3"
2, \
TUB \ \ 3,
LAV \
CO 2" W
a
LT o
3" CO o W v
Wp
u�i
# _j M
3" BATH 2 pp A 3" w
?WM 3" a Z
W z U
3"
LAUNDRY J
PLUMBING RISER DIAGRAM
z 0
O a
HB
-
---—---------------------
- n —
155CFM ��u
1-�cu
® ------ O O ----- ------ 1 a x +0 x a a m a� o 0
1�x1®xC o
KITCHEN 110CFM ® �® =
DINING
U Q 1§ S L
70
E o
1®X10xa DEN
561 CFM �
42,.xga„ o aj o Q
ai E E Q
0o 0
2 U
0
® W/ 8110 8110 a 5 � � � a
® 8„0 FLEX ® o �' o ", o
® ® PORCH ® o oLn
� _N(D
N OJ
COV. PATIO 12"0 ' 5"0 FOYER
8110 AHU-(, 6 x 6 x 5
3-TON 32 CFM
GREAT ROOM 0 ® ® Z
10x 1Gx8 .: O
190 CFM v
0Ini
10"0 9„0 ® ® ®® 1 F- E
B x 5 x 5
45 CFM cis
�0 R UTILITY E
® 8„� � d„/ c O
® ® ® B H 2 4,. R.A.® m
22 x22 I 4 0 DRYER TWO BAY GARAGE � u
® o 0 6 x 6 x 4 W/ 1 o EXHAUST
U U
® 1, CFM FLEX a j c _
--- > W H C
J
®----------------- --------- O O x , z u� ® u o
xo -
4, 2"x, 2„ I NLo
N 3 = C�i
1,0x 10 x 8 R *$ xt 6 8„o 4„0 I R.A.G. a Lu
(73CFM ❑A W/A 0 FLEX 8 o BEDROOM 2 ® Q
04
FLEX 4"0
9X8x5
50 CFM 83 CFM 8 4
EXHAUST®�F I MI GOLF CART ® ZC r�
� 6x�ax
MASTER SUITE 2(CFM WIC T IEx 50 �F�� 1®xt®x6 cs
Li160 �FM Z
u-. 11 V
8H
3-TON NOTE: u W U
ALL RETURNS SHALL HAVE DIRECT DUCTING E'
TO RETURN AIR PLENUM BOX. f
D® NOT SCALE PLANS n A a z
u- U o 0
w 0 w
1.0
Ln Q J
W
(
1/4" = P-0" U.N.O.
MECHANICAL
PLAN
M-1
MW = 56