HomeMy WebLinkAboutBuilding PlansPROJECT LOG
ISSUED FOR PRE -CON 02-11-21
ISSUED FOR PERMIT 03-05-21
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH 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 APPLICABLE 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 COMPLIANCE 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. 2020
M 1.1.1:11THAV91PC�
ABV
ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PASS
BLK.
BLOCK
BLW.
BELOW
BRG.
BEARING
BTM.
BOTTOM
CLG.
CEILING
CMU
CONCRETE MASONRY UNITS
COL
COLUMN
CONC.
CONCRETE
CSMT.
CASEMENT
DBL
DOUBLE
DIAL
DIAMETER
DISP.
DISPOSAL
OP
DESIGN PRESSURE
DR.
DOOR
DW
DISH WASHER
E.E.
EACH END
ELEC.
ELECTRICAL
ELEV.
ELEVATION
ES.
EACH SIDE
EXT,
EXTERIOR
F.B.C.
FLORIDA BUILDING CODE
F.R.
FIRE RATED
FIR
FRENCH DOOR
FIN.
FINISHED
FL
FLOOR
G.T.
GIRDER TRUSS
GA.
GAUGE
CALM.
GALVANIZED
OR
GROUND FAULTINTERRUPT
GL
GLASS
ONE!
GYPSUM WALLBOARD
GYP. BD.
GYPSUM WALLBOARD
HOT.
HEIGHT
HPS.
HOOPS
HILL
HOUR
HS
HORIZONTAL SLIDING
HVHZ
HIGH VELOCITY HURRICANE ZONE
INS.
INSULATION
INT.
INTERIOR
LG.
LONG
UN.
UNEN
LT.
LIGHT
LT.
LAUNDRY TUB
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 6'-G' 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
THESE PLANS WERE PREPARED
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTINGSUPERSTRUCTUREHAS BY�PA ESIGN UNDERTHETHE
SHALL LOCATED METER 3 PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 270 92.
WILL DESIGNERS LAYOUT.THAT
USING THE 2020 FLORIDA BUILDING CODE 7th EDITION
3. CELLS, LINTELS AND BONG BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
2 ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
2 ALL WERE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
GRAVEL CONCRETE.
URES AT OR WITHIN 36- OF TUBS
OR SFLOOR�SHALLL SIDELIGHTS,SHOWERS
THA�O'
BEARING CAN
YCHFTTER(OIBTANNG
LLESS ABOVEBE TEMPERED. GLASS N S DING GLASS
BE MODIFIED ON PERMISSION FROM THE PRIME PROFEESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
4. REINFORCING:
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
ACCORDINGLY.
VERTICAL:
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.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
A. ASTM A815-94 PER REINFORCING SECTION (GRADE 60).
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WINDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALLNOT BE
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
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.
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
THE MASONRY.
5. PROVIDE A MINIMUM OF 4" GEAR ALL AROUND AIR HANDLER UNITS.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SNITCHES AT A/C EQUIP. AND AT
8.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
M.C. MEDICINE CABINET SMS SHEET METAL SCREWS
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PUN AND AS INDICATED IN THE
ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS
COLUMN SCHEDULE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
M.T. METAL THRESHOLD STL STEEL
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
MAX. MAXIMUM SW SWITCH
MFR. MANUFACTURER TEMP. TEMPERED
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
SHOWN ON PLANS,
MICRO. MICROWAVE T.B. TROUGH BOLT
CONTINUE UNINTERRUPTED.
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
MIN. MINIMUM T.O. THROUGH OUT
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM
HORIZONTAL,
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE
BOTTOM EACH STUD, AS PER CODE.
11. DROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
MTL METAL T.O.T.B, TOP OF 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
O.H.D. OVER HEAD DOOR TYP. TYPICAL
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE
5. GENERAL
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK 'BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
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/ A.S.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. ALL WOOD IN CONTACT VAIN MASONRY OR CONCRETE SHALL E PRESSURE TREATED.
P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS
7-16/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
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
CEMFNTITOUS MATERIALS AND THE WOOD AS PER CODE.
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
PART'N. PARTITION WC WATER CLOSET
WORK.
PKT. POCKET WIT. WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/T.M.S, 602-
S. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
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.
R.O. ROUGH OPENING
FOR MASONRY STRUCTURES.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
S.C. SOLID CORE
S.G.D. SUDING GLASS DOOR
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
STAMPED BY
AHEAD OF SNITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
IF SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
SH SINGLE HUNG
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
INDIAN RIVER COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16070
WAYNE DICTION
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.
D.P.= +29.3 PSF
+39.2 PSF -43.7 PSF
2-3/4" MN. EDGE DISTANCE. 6' FROM END
-34.70 PSF
B
FL-20468.4
3080 OR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4' & 1&5' O/C MAX SPACING.
-34.7 PSF
C
FL 17499.9
SH 36
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPCONS 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
+60.0 PSF -70.0 PS
D
FL 17499.9
SH 25
MI WINDOWS & DRS
SGL IMPACT
3PO' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.9
0 i O/C MAX PACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
E
FL 17499.9
SH 15
MI WINDOWS &DRS
SGL IMPACT
3/18" W/ MIN EMBED
D.P.= +33.4 PSF
+60.0 PSF -70.0 PSF
C MAX
0 0 C MAX S NO & 2' FROM EDGE
NO &
-36.3 PSF
+60.0 PSF -70.0 PSF
F
FL 17499.9
SH 15
MI WINDOWS & DRS
SGL IMPACT
3r_Q Ti1 APCON 1-1/4' MIN EMBED
D.P.= +33A PSF
+55.0 PSF -55.0 PSF
SPW/
O 1 ,_ C MAXONG & " FROM EDGE
-36.3 PSF
+80.0 PSF -70.0 PSF
G
FL 17499.9
(2) SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+55.0 PSF -55.0 PSF
0 10° O/C MAX SPACING & 2" FROM EDGE
-37.7 PSF
+60.0 PSF -70.0 PSF
H
FL 22401.3
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +28.4 PSF
+55.0 PSF -55.0 PSF
0 12' O/C MAX SPACING
-31.2 PSF
I
FL 17499.9
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
DR= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX SPACING & 2" FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
J
FL 15349.10
6020 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3,16' TAPCONS 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 17499.9
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS 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
-36.3 PSF
+60.0 PSF -70.0 PSF
L
FL 17499.9
SH 35
MI WINDOWS & DRS
SGL IMPACT
3116' TAPCONS W/ 1-1/4' MIN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PSF
0' C M SPAd & 2' OM EDGE-34.7
PSF
+60.0 PSF -70.0 PSF
M
FL-9174.10 R13
9100 OHD 8070
WAYNE DALTYXN
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
-31.2 PSF
N
FL 17499.9
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0IV O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
0
FL 17499.9
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/78' TAPCONS W/ i-i/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 1749g.81.0
10' C MAX SPACING & 2" FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PSF
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
FL 83" H 8
MAX. 83" HORIZ
MI WINDOWS
1/4' TAPOONS W/ 1-1/4' MIN EMBED
FL 15353.9
& DOORS
(4) FASTENERS PER CUP TOP & ITEM.
37.7 PSF
54.0 PSF -54.0 PSF
MAX. 156-3 8' VERT.
MULLIONS
FL 17472.2
MAX. 109" LENGTH
EASTERN
ARCHITECTURAL
1/4' TAPOONS W/1-3/4' MIN. EMBED
(8) FASTENERS PER H-CUP
34.7 PSF
36.4 PSF -36.4 PSF
MAX 48' TRIBUTARY WIDTH
SYSTEMS
ROOFING
NOA NO. 18-0829.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 paf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-RS
HIP AND RIDGE CHANNEL METAL
EAST COAST
METALS, INC
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 sf
P
-169 sf.
P
ROOFING
UNDERLAYMENT
ASTM D-226 %30 FELT
N/A
MEMBRANE: 30/ FELT
BUTTON CAPS 12° GRID, 6' O.C. AT A MIN. 4" HEAD LAP
N/A
N/A
ROOFING
UNDERLAYMENT
NOA NO. 17-0614-.22
POLYGUSA
MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE
PEEL & STICKHEAD
SBS UNDERLAYMENT
INC.S
PLIES NAILS AND TIN CAPS 12- GRID, 6. O.C. AT A MIN. 4-
N/A
N/A
LAP
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/8' LG, 16 GA. CORROSION RESISTANT STAPLES TO HE RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
LEFT OVER 4'-O' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18, ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT,
BEFORE GROUTING
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE
FOUNDATION NOTES
ALLOWABLE STRESS VALUES OF 1200 PS IN BENDING FORA SINGLE MEMBER USES. 90 PSI
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ETAS1CITY OF 1600 KSI OR BETTER, AS
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY STEEPING ROOM.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
3/4- BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3-
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C.
PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON 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 OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
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.p
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
SUBSTRATE AT 4' 0 /C AS FOLLOWS;
OTHERWISE NOTED.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/B' HEAD. HORIZONTAL AND VERTICAL WOOD
S. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 20DO 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.
5. FILL PLACED WITHIN 5'-C" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
5. CONCRETE BEAM SIZES MAY INCREASED (8- MAX.) AS REQUIRED FOR ARCHITECTURAL
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
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
DOOR BEAMS (28- MAX.) AND ADD 2-;i5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL FRAMING SELF TAPING SCREWS 112 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC,
6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEUNGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
REQUESTED BY THE BUILDING OFFICIAL
DOWELS AS VERTICAL BARS ABOVE
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G
MECHANICAL NOTES
1-1/2" LONG AND .120' DIAMETER U.N.O.
_.
7. CONCRETE FOR FOUND
FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI 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
8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE LAP 48 BAR DIAL MIN.
WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL'
!1." PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS 'MANUAL OF STANDARD
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
PRACTICE FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS
STEEL NOTES
NOTED OTHERWISE.
GARAGE NOTES
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN
1 OFuNINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOD WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
GRENADINE CLUB
LOT 61
MEADOWOOD
COPYRIGHT 2021
TYPICAL "MI" WINDOWS
N ® Nto H Co E
[E N
18�" 3g° 52d„ co
25�.
SH 15 SH 25 SH 35 SH H35
M.O. 20 1/8' M.O. 38' M.O. 54 1/8' M.O. 27 1/2-
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
E 11
P.T. WOOD BUCK P.T. WOOD BUCK
®' 38" 70" 38" 1,
/ SH 35 \`� •
M 4`to J s
TYP. BAY WINDOW
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS UOORS NOT LESS THAN V" (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS. SHAPES, PLATES A-3f LESS THAN V' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01a 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 DWELUNG 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 OR 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 ? (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCAT10N LYE LEM RART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WIND:
ULTIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES,
THERMA TRU EXTERIOR DOORS
/ / T
2x P.T. Lu
WOOD BUCK
SHOWN TYP.
M.O. 35 1/4' W M.O. 37 1/4' W M.D 41 1/4" W M.O. 55 1/2" W M.O. 78 1/2" W
X 98 1/2- H X 98 1/2' H X 98 1/2' H X 98 1/2' H X 98 1/2- H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
Fat
EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR tx6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
SYMBOLS LEGEND
# DETAIL
SCALE
DETAIL
SCALE
DWG.
SECTION
oWG. SCALE
SECTION
ow . SCALE
INTERIOR ELEV.
SCALE
6#
BEAM LABEL
A#
REVISION
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NORTH ARROW
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BREAK UNE
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GRAPHIC SCALE
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PUN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1 2C6 3 07%,0
4 DMC. 2 INTERIOR
ELEVATION
3 )PI
C# COLUMN LABEL
FOOTING LABEL V
a1_zl:
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL r
■■ GROUT FILLED E C lLel
FOUNDATION PLAN
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BEARING FRAME
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PROJECT LOG
ISSUED FOR PRE -CON 02-11-21
ISSUED FOR PERMIT 03.05.21
CALCULATIONS
TOTAL U/A 1832 S. F.
PORCH 121 S. F.
COVERED PATIO 122 S. F.
GARAGE 583 S. F.
TOTAL AREA 2658 S.F.
DELETE CERAMIC SOAP DISH IN MASTER BATH ONL'
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
R-40 BLOWN -IN INSULATION AT ALL A/C ARE/
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 8'-0° IN MASTER SHOWER AND 8'-0" IN OTHER LOCATIONS.
3. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-0° A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. ® MARBLE TUBS
4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
7. IMPACT WINDOWS.
GARAGE CEILING
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Product Submittal Sheet
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PROJECT LOG
ISSUED FOR PRE -CON 02-11-21
ISSUED FOR PERMIT 03-05-21
Soffit Vents (Cane Piece) ;
Continuous one-piece Soffit Vent with reinforcing rib to key Into stucco &'plaster. t� A
{r: 5`'�-mow CS58300V 5/8" 3"witle vent (one piece) 5 overall wltltn perforated flanges n 15
i Soffit Vent, Cantlnuousone-piece Soffit Ventwfih reiribrcing nbto keyinto stucco&plaster. Vent Clips are providedto connect Soffit Vent and
to a uie, in alignment.
Ventarea 'IS square inches per lineal. ft.
Caulk all irate mecti ons,, poll joints, r nos and corners at time of mstallae on.
MENEM= Product Submittal Sheet
VINYU�xloIinp
A Wwala p moyloorp Dom � K'J a r ' a; I 0 5477..6464
oarkiliviiiiialsw4oliseyyRA rjdrrebarn Lm.oh Buriong Syetsms l=�C Mlan 'wera3.l 65 t 77 4108
Mid Wall (M Style) Control Joint
Designed to relieve stress and assist In controlling cracks °n exterior wall finish Intersections of Ts '>
available.
DIN 3
1578-50UL r/8'k1)2" 3 T.' snlldflan ae 'I-'J= peforated Flange
- Mld Wall Control Joints -Uesldned to relieve access and assist in controlling cracks in exterior wall nnl'ch. Interaeot Dns n' 1 s available.
US Patent Number 7,757,kM
Caulk all intersections, butt Joints, ends and corners at time of installation:
ATTIC VENT CALCULATION: I IN)
ROOF AREA CALCULATED ® 2658 (SQ.FT.) x 144 ee 3OZ752 SO IN.
/ 150 = 2,552 SQ, IN. REQUIRED NET VENT AREA
15 SO IN. PER LINEAR FT. 171 LF) VENT - 2,565 SO. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 71LE
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
024- 01C TYPICAL
W/APPROVED ill TRUSS
ANCHORS EA. END
j> SEE PLAN/ ELEV.
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ON IX2 P.T.
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ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
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OVER 8' CONC. BLOCK
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BLOCK WALL TO BE
WOOD BASE
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FOR NOTES & DETAILS
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PROJECT LOG
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ISSUED FOR PERMIT 03-05-21
12 METAL ROOF OR CONC. ROOF TILES, TYP.
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FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE FiM Z
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ELEVATIONS
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUR LARGER THAN THE PROPOSED OPENING ON PLANS. \ A-4
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
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SCREWS ®12'-0? 0/C
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STUCCO FINISH
GARAGE DOOR
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GALV. STL. VERT. TRACK
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DOOR THRESHOLD SET
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SEALANT AND NAILED
W/1-1/2" CASE HARDENE
� o:...
`o Oa a �O � aQu
#6 x 2" SCREWS
®2 -0' 0/C
FLOOR COVERING
S
W COffPYE7E INSIRUCIIDNS (6" MAX. FROM ENDS) AND
COIL NAILS AT 12" 0/C.
FLOOR COVERING
2' FROM INSIDE EDGE OF 2X
JAMB DETAIL (GARAGE DOOR)DRYWALL
MAX.
B04RD
� PRECAST OR POURED
SILL°CAULKING
411k
o
CONC. FLOOR SLAB
IF GARAGE DOOR VERTICAL REINFORCEMENT
PERIMETER CAULKING
PERIMETER CAULKING
REQUIRED, ADD (1) �" A.B. TO EACH SIDE OF THE
GROUT BED
STUCCO FINISH
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
CONCRETE SLAB
4' MIN. EMBED MAX. 6- FROM EACH SIDE OF THE
BRACKET.
JAMB DETAIL (WINDOW)
SILL
DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
SILL DETAIL (DOOR)
PROJECT LOG
ISSUED FOR PRE -CON 02.11.21'
ISSUED FOR PERMIT 03-05-21
ENG. AND APPROVED WOOD TRUSSES SEE ENG'D d: APPR. GIRDER
TYP. WALL SECTION FOR ACTUAL HEEL TRUSSES MEET EACH
AND OVERHANG CONDITIONS OTHER 0 90 DEG. ANGLE
OVER COL (SEE
SEE TRUSS CONNECTOR NOTE' FRAMING PLAN)
INSTALL PER. MFR. SPECIFICATIONS r
BLOCK BY TRUSS MANF.
SEE PLAN] 4x4 WD. POST
(SEE COL SCHED.)
a' wa
4'-0° MAX. SIMPSON CCTQ.—SDS �r
° COL. CAP. SCREW
PER MANUF. SPECS.
CONT. MASONRY BOND BEAM
CONL POUR STOP Ns
VERIFY WIDTH W/
8' CHU WALL TRUSS MFG PRIOR
TO ORDERING FROM
SIMPSON CCTa-SDS2.5 ,
'TOTAL UPLIFT 5,315# • °
A5 CONNECTION DETAIL A5 CONNECTION DETAIL ��•
PRE—ENG. WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. CONDITIONS
USP HOPT2 OR HDPTD
FASTEN TO WALL W/NAILS
PER SCHEDULE AS READ.
FRAME BEARING WALL
ELEV.
—STRAP DEL. TOP PLATE TO STUDS
W/ "USP' SPTH 4, 5, OR 8 U-STRAP
TOP PLATE AND DOWN EACH SIDE
W/ (6) 10d NNLS (TYPICAL)
W/ WOOD STUDS 0 16. O/C (PER PI
—SOLID BLOCKING 0 4'-0' O/C
VERT. MAX.
— STRAP BOTTOM PLATE TO STUDS
W/ "USP" SPTH 4, 6, OR 8 U-STRAP
BOTTOM PLATE AND UP EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
— 5/8' WEDGE ANCHORS 0 24" O/C
AND 6' MAX. FROM OPENINGS
W/3'x3'xt/4' STEEL WASHERS
EMBED 4' MIN.
FLOOR SLAB
SECTION
ALLOWABLE UPLIFT LOADS
FASTENER
TOTAL FASTENERS
SIZE
21
81
10
11
8d
=1
4401
6601
8801
11001
1320
10d
2651
5351
8001
10651
IJJJj
1500
A5 CONNECTION DETAIL
(3) 160 TYP. �
2x4 DIAGONAL BRACE RE
0 4'-0' 0/C, TYP.
2x4 LATERAL I
(p) 0 4'-0" 0/C,
Fif 1TRUS -1
GABEL END BLOCKING TRUSS TOP CHORD
SEE PLAN NAIL SHEATHING TO UDDER EDGE
PER DIAPHRAGM SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION)
2X4 LADDER AT 16' 0/C
L 2X4 MAX. � UDDER EDGE W/ (2) 16d NAILS
8' O.C. TO TOP CHORD OF TRUSS
WALL SWIHING NAIL PER SCHEDULE
GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING
DETAILS FOR TRUSS CONNECTION
REINFORCE VERTICAL MEMBERS
OF GABLE END TRUSS W/2x4
TEE —BRACE AT EA VERT.
NAIL W/16d NAILS 0 8' 0/C
PLAN NEW
AT TEE BRACE
A5 CONNECTION DETAIL
CONE. CONC. OR MASONRY TIE BEAM
SEE 71E BEAM SCHEDULE
ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO
TO LADDER W/ 16d 0 8' O/C
(3J i6D TM
LADDER FOR O.H. 0 12° 0/C
18 CONT. 2x4 LADDER PLATE ANCHORED TO GE
TRUSS W/ 16d NAILS 0 8' O/C MAX.
20 DIAGONAL BRACE RESTRNNT 0 4'-0' O/C
2 10d TYR
TRUSS
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO SLEEPER W/ 16d NAILS
REINFORCE VERTICAL MEMBERS
0 4° O/C TYPICAL
OF G48LE END TRUSS W/2x4
T—BRACE AT EA VERT.
CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI
NAIL w/16d NAILS 0 8. 0/C
XDNI 2-5/8" LG. 0 6° 0/C
USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS
ATA
0 EA TRUSS VERT. WEB (24' 0/C)
— CONT. CONC. OR MASONRY TIE BEAM SEE TIE
3
BEAM SCHEDULE
CONNECTION DETAIL
A5
—20 LATERAL BRACING 04'-D' O/C
04
WOOD POST
SEE FRAMING PLAN
.— (2) 5/8' 014.
BOLTS THROUGH POST
13IMPSON H058'
HOLD DOWN EA SIDE OF POST
OR APPROVED EQUAL
— (1) 3/4' DIA.
WEDGE ANCHOR
4" MIN. EMBED.
a EA. HOLD DOWN
6 CONNECTION DETAIL
A5
(!A5)
Q
11
iuf
O
m
O
LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
UPLIFT ALLOWED
APPLIED UPLIFTLINTEL
SPECIFICATION
1
17'-4'
2047
220
872
78
8F34-lB/lT
2
4'-0"
6113
0
3079
0
8F14-1B/lT
3
5'-4-
5365
0
2290
0
8F16-lB/lT
4
7'-6°
2661
130
1634
97
8F16-lB/lT
5
7'-6-
2661
120
1 1634
90
8F16-18/1T
6
7'-6-
2661
355
1634
247
8F16-tB/lT
7
4'-0'
6113
1270
3079
435
8F16-lB/lT
8
3'-6"
11809
1253
7636
436
8F32-1B/lT
9
3'-6-
11809
1253
7636
436
8F32-lB/lT
10
- 7'-6°
6472
0
3508
0
8F32-1B/lT
11
13'-4"
2883
0
1321
0
8F32-10/lT
12
10'-8'
1533
423
914
275
8F16-181T
13
9'-4"
1843
210
1133
82
8F16-lB/lT
14
14'-8'
1370
217
519
75
8F16-lS/lT
15
7'-6-
2661
271
1634
95
8F16-lB/lT
16
7'-6-
2661
946
1634
330
6F16-181T
17
3'-6-
6113
1 1841
3547
650
8F16-tB 1T
18
5'-4°
5365
946
2290
330
8F16-1B 1T
19
7'-6'
8615
220
5478
78
8F34-lB/lT
20
4'-0'
6113
1270
3079
435
8F16-lB/lT
21
4'-0'
6113
1270
3079
435
8F16-lB/lT
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STRUCTURAL
RAL
A-5 T
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS.
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
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.
LOCA71ON
PANEL GRADE
7HICKNESS
SPACING
REMARKS
ROOF
APA R47ED SHEATHING
8d RING-
6d RING-
8d RING-
8d RING-
8d RING-
8d RING-
8d RING -
EXPOSURE 1, OR EQUAL
SPAN RATING 40120
19132
24' 0/C
MAX.
SHANK
6' 0 C
SHANK
6' DIG
SHANK
6' 0 C
SHANK
6' DIG
SHANK
6" 0 C
SHANK
4' 0 C
SHANK
4' 0 C
BLOCKED AS
SHOWN ON PLAN
EXT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RA77NG 40120
19132
16' O/C
MAX.
8d RING-
SHANK
4' 0 C
6d RING-
SHANK
4' 0 C
8d RING-
SHANK
6' 0 C
MAL CORNER STUDS
AT 4' OIC MAX. TYPICAL
LOCK FREE EDGES
INT.
WALL
APA RATED SHEATHING
EXPOSURE I, OR EQUAL
SPAN RATING 32 16
15132
16' 0/C
MAX.
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
6' 0 C
8d RING-
SHANK
12' 0 C
LOCK FREE
rFnrFq
ALL WOOD TO WOOD CONNECTIONS
SHALL BE USP HTW20
TRUSS CONNECTOR SCHEDULE
FASTENERS PER
STRAP
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LG40 (F1)
MARK
USP
CONNECTOR
TRUSS
71E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5 10d x 1-1 2'
-
990 j
1980 1
335 1
670 1
245
4911
TC-2
TA14
(7). 10d x 1-112'
-
1205 1
2410 1
335 1
670 j
2451
490
TC-3
NTWM16
8 10d x 1-1 2'
4 1 4" x 1-3 4' WAR
1225 1
1225 1
-
1225
-
IC-4
HTA16
9) 10d x 1-112'
-
1870 1
2430 1
7101
13101
270 1
1 15
IC-5
HTW20
20 10d x 1-1 2
24 10d x 1-1 2'
1530 1-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER SIRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
Hatch • •
CRICKET9'-4" WALL HEIGHT
10'-8" WALL HEIGHT
+'+ ] . . . D.
NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY
OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF
TYP. ROOF FLASHING DETAIL
N.T.S.
rom9a
Moisture Barr
not shown
r 1t5 rebar min.
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TYP.
MISSED STRAP
DETAIL
NOTE:
TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
it TyP• 1 TYP. 1
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CLIPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24" O/C
BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
o; EDGESTRIPDEFINED �ASMTHE LESSER OF 110% `
OR 40% OFOHE1GOHf H OBUT NIOT LEFSS UTHAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND _
AT LEAST 3 FT. ��-----
`.
O
NOTE: SEE DIAPHRAGM U U
SCHEDULE FOR ROOF Y
ZONE NAILING -1 ---
REQUIREMENTS.
ROOF ZONE DIAGRAM
PROJECT LOG
ISSUED FOR PRE -CON 02-11-21
ISSUED FOR PERMIT 03-05-21
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PROJECT LOG
ISSUED FOR PRE -CON 02-11-21
ISSUED FOR PERMIT 03-05-21
ELECTRICAL SYMBOLS
NEST
DUPLEX RECEPTACLE SWITCH TELEVISION JACK e DETECTOR ® REYEBALLECESS
12' A.F.F. SINGLE POLE 4 PRE WIRED SECURITY USO �Q
Q� LO
DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE t> FLOOD LIGHTS ® FP&M�
IIB AT HOSE �3 THREE WAY V. AT 12' AFF SD SMOKE g & DISC.
�D WAC DETECTOR
Ilc AT 8' A9V.C�NTTER f4 FOURWAYTHERMOSTAT ® MONOXIDE DEFECTOR ® PANELER
Q INTERCOM EXHAUST
DUPLEX RECEPTACLE SWITCH I AT 60' AF.F. SWITCH FAN
FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET 1:1J DISCONNECT
F L EXHAUST FAN
DUPLEX RECEPTACLE SWITCH ® AT 12' AF.F. �Q PADDLE FAN W/ LIGHT
?GFI GROUND FAULT n DIMMER TELEPHONE OUTLET �v v� W/ OR W0/ LIGHT
LV DOOR
FLUSH IN FLOOR ® FLUORESCENT RELEASE
DUPLEX RECEPTACLE SWITCH SPEAKER FIXTURE CLG. MNTED. Qy VOLUME
TOP REC. SWITCHED K KEYED IN CLG. INCANDESCENT LIGHT I CONTROL
?DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNIED. QUADRUPLEX
WP WATERPROOF KEYPAD WALL OUTLET
INCANDESCENT LIGHT � RECEPTACLE
? DUPLEX RECEPTACLE JUNCTION SPEAKER FIXTURE WALL. MNTED.
LOW VOLTAGE
iiuc UNDER COUNTER BOX HOME RUN ® HI HAT TR TRANSFORMER
CLG. MOUNTED
O INTERCOM 4 DOOR CAT5 ® HI HAT FB FAN BOX
r STATION CHIME HOME RUN VAPOR PROOF IN CLG.
ELEC. PANEL "A" 200 AMP
CIRC,
DESCRIPTION
POLE
BRKR
WIRE
VA.
I 100Y
2
AHU HEAT STRIP
2
60
6
0
9.6
2
A/C COMPRESSOR
2
40
8
0
0
1
RANGE
2
50
6
12.0
0
2
DRYER
2
30
10
5.0
0
2
WATER HEATER
2
30
10
4.5
0
1
LAUNDRY
1
20
12
1.5
0
1
MICROWAVE
1
20
12
1.5
0
1
DISHWASHER/DISPOSAL
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
12
45
0
1
BATH GFI
1
20
12
1.5
0
14
GEN, LIGHTING
1
15
14
5.5
0
135.41 9.6
1st 10,000 at 100% = 10.00
REMAINDER AT 40% = 13.44
A/C LOAD AT 65% = 6.24
TOTAL = 29.68 29,68 x 1000/240 = 123,6 AMPS
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 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY.
NOTE: ALL VANITY WALL LIGHTS TO
BE 100" A.F.F. U.N.O. POWDER ROOM
TO BE 86" A.F.F. IF APPLICABLE
NOTE: ALL EDGE OF SWITCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
K
GARAGE0 60" ABV GARAGE FLOOR
72" MAX.
NOTE: THERMOSTAT TO BE 62' A.F.F.
AND 9" HORIZONTALLY FROM ANY
CORNER OF WALL OR OPENING PER
PLAN
NOTE: ACCEPTABLE SMOKE do CARBON
DEFECTORS TO BE INSTALLED ARE
BRK SMOKE-9120B
C/0—SC9120B
KIDDE SMOKE-21007581
C/O 21006377—N
NOTE: PROVIDE ARC —FAULT CIRCUrr
INTERRUPTER PROTECTION FOR ALL
RECEPTACLE AND LIGHTING OUTLETS
INCLUDING SMOKE DETECTORS PER
2017 NEC 210-12 (B).
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*
— ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECORA
— ALL SWITCHES TO BE DECORA
(1) SETS OF (3) /4/0 AWG. THWN
IN 2 CONDUIT
200 AMP SERVICE
p METER
DISC, CO A '
PANEL
IL 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
PHOTO CELL
SENSOR IN
SOFFIT
FILE COPY
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PLUMBING RISER DIAGRAM
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TOTAL AR VOLUME
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PROJECT LOG
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ISSUED FOR PERMIT 03-05-21
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