HomeMy WebLinkAboutBuilding PlanPROJECT LOG
ISSUED FOR START 07.28.21
ISSUED FOR PRECON 09-15-21
ISSUED FOR PERMIT 10-04-21
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION
2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, CROUP 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 WTH 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 BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
1:11.10.1Oki W91:11[11lk
THESE PLANS WERE PREPARED
USING THE 2020 FLORIDA RESIDENTIAL
BUILDING CODE 7th EDITION
ABM
ABOVE
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
B.F.
BI FOLD
FR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
B.P.
BI PASS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
BLK.
BLOCK
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
BLW
BELOW
G.T.
GIRDER TRUSS
MIN.
MINIMUM
T.O.
THROUGH OUT
ERG.
BEARING
GA.
GAUGE
M.O.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
BTM.
BOTTOM
GALV.
GALVANIZED
MONO.
MONOLITHIC
T.O.PL
TOP OF WOOD PLATE
CLG.
CEILING
GFl
GROUND FAULT INTERRUPT
MTL
METAL
T.O.T.B.
TOP OF TIE BEAM
CMU
CONCRETE MASONRY UNITS
GL
GLASS
O.H.D.
OVER HEAD DOOR
TYP.
TYPICAL
COL
COLUMN
GWI
GYPSUM WALLBOARD
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWSE
CONIC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
CSMT.
CASEMENT
ACT.
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
DEL
DOUBLE
HIPS.
HOOPS
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
DIA
DIAMETER
HR
HOUR
P.T.
PRESSURE TREATED
W/
WITH
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
PARTN.
PARTITION
WC
WATER CLOSET
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCKET
WJ.
ROOD
DR.
DOOR
INS,
INSULATION
PLYWO.
PLYWOOD
DW
DISH WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E.
EACH END
LG.
LONG
S.C.
SOLID CORE
ELEC.
ELECTRICAL
LIN.
UNEN
S.G.D.
SLIDING GLASS DOOR
ELEV.
ELEVATION
LT.
LIGHT
SF
SQUARE FOOT
ES.
EACH SIDE
LT.
LAUNDRY TUB
SH
SINGLE HUNG
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL III
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 96080
WAYNE DALTON
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' MIN. EDGE DISTANCE. 6' FROM END
-34.0 PSF
B
FL 17499.9
(2) SH 26
MI WINDOWS & DR$
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
010' O/C MAX. SPACING & 2" FROM EDGE
-34.9 PSF
+60.0 PSF -70.0 PSF
C
FL-20468.5
INSED PANEL 3081,
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0
D.P.= +32.2 PSF
+50.0 PSF -50.0 PSF
OR W/ SIDELJTE
4' At 14.5' O/C MAX. SPACING.
-35.1 PSF
D
FL 15349.10
4624 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPOONS W/ 1-1/4' MN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.8 PSF
E
FL 17499.9
(2) 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
FL 17499.8
010' O/C MAX SPACING & 2' FROM EDGE
-34.9 PSF
+60.0 PSF -70.0 PSF
F
FL 17499.9
(2) SH 25
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
FL 17499,8
010' O/C MAX SPACING At 2' FROM EDGE
-41.9 PSF
+60.0 PSF -70.0 PSF
G
FL 15349.10
6020 TRANSOM
MI WINDOWS &DRS
SGL IMPACT
-
3/18' TAPCONS W/ 9 1/4' MIN EMBED
D.P.= +34.8 PSF
-
+55.0 PSF 55.0 PSF
EQUAL SPACING & 3' FROM EDGE
-37.8 PSF
H
FL 17499.9
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
010" O/C MAX SPACING & 2' FROM EDGE
-37.8 PSF
+60.0 PSF -70.0 PSF
I
FL 17499.9
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P = +33.2 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
010' O/C MAX SPACING At 2' FROM EDGE
-36.2 PSF
+60.0 PSF -70.0 PSF
J
FL 22401.3
12080 PKT SOD
MI WINDOWS & DRS
SGL IMPACT
3/18' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +29.7 PSF
+MO PSF -55.0 PSF
0 12- O/C MAX SPACING
-32.6 PSF
K
FL 17499.9
(2) SH 35
MI WINDOWS & DRS
SGL IMPACT
3/4' TAPCONS W/ 1-1/4" MIN EMBED
D.P.= +31.5 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
1
1 010" 0/C MAX SPACING As 2' FROM EDGE
_34,5 pg
+60.0 PSF -70.0 PSF
L
FL 17499.9
SH H33
MI WINDOWS & DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10' O/C MAX SPACING & 2" FROM EDGE
-46.6 PSF
+60.0 PSF -70.0 PSF
M
FL 17499.9
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +3&9 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
010' O/C MAX SPACING At 2' FROM EDGE
-36.8 PSF
+60.0 PSF -70.0 PSF
N
FL 17499.9
SH 25
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.9 PSF
+55.0 PSF -55.0 PSF
FL 17499,8
010' O/C MAX SPACING & 2' FROM EDGE
-36.8 PSF
+60.0 PSF -70.0 PSF
0
FL 17499.9
SH H33
MI WINDOWS At DRS
SGL IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +34.8 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
01U' O/C MAX SPACING & 2' FROM EDGE
-37.8 PSF
+60.0 PSF -70.0 PSF
P
FL 17499.9
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.=+33.2 PSF
+55.0 PSF -55.0 PSF
FL 17499.8
0 10" O/C MAX SPACING & 2- FROM EDGE
-36.2 PSF
+60.0 PSF -70.0 PSF
Q
FL 17499.9
SH 26
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 17499,8
01U' O/C MAX SPACING At 2' FROM EDGE
-36.9 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 1535518
MAX. 104-1/4' HORIZ
MI WINDOWS
&DOORS
1/4' TAPOONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CUP TOP &BIM,
37.7 PSF
54.0 PSF -54.0 PSF
FL 15353.9
FL 17472.2
EASTERN
1/4' TAPOONS W/1-3/4' MIN. EMBED
MULLIONS
MAX. 108" LENGTH
ARCHITECTURAL
(8) FASTENERS PER H-CUP
34.7 PSF
H36.4 PSF -36.4 PSF
MAX 48' TRIBUTARY WIDTH
SYSTEMS
ROOFING
NOA NO. 21-0315.03
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 paf
-172 paf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
HIP AND RIDGE CHANNEL METAL
EAST COAST
METALS, INC
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 paf
-169 pal.
ROOFING
N/A
MEMBRANE 30# FELT
N/A
N/A
UNDERLAYMENT
ASTM 0-226 /30 FELT
BUTTON CAPS 12" GRID, 6' O.C. AT A MIN. 4' HEAD LAP
ROOFING
UNDERLAYMENT
NOA NO. 18-0502.03
SBS UNDERLAYMENT
BORAL TILE SEAL
LAP AND A 6° END LAP MECHANICALLY FASTENED TO DECK W/
N/A
N/A
PEEL & STICK
APPROVED NAILS AND TIN CAPS 6- C/C AT THE LAPS AND 2
STAGG. ROWS 12' O/C THE FIELD OF THE ROLL
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/8" LC., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
BAHAMA SHUTTERS
FL 2681-R6
MERICN SHUTTER
SS K"X 2-1/4'TAPCONS W/ (3) TAPCONS IN THE TOP TRACK
+56.0 PSF
-63.0 PSF
SYSTEMS ASSOC.,
AND (2) TAPCONS IN THE BRACKETS ON EACH SIDE OF THE WNDO
INC
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIT. PROVIDE PRECAST
00-90.
R
LINTELS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE P.T. HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0° 0/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
A2
OTHER
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
C
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. ALL TO A DOOR SHALL
G WITHIN 2ENCLOSURES 4' AND AAT
BE PSHOWERS
2 ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WNDOWSNOR GLASS OR WITHIN OFALLTUBS AND WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
GRAVEL CONCRETE.
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING CLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
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 METALLIC SHEATHED CABLE.
VERTICAL:
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
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Hat 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.
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR.
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. MEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (B COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HNHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
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
PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -HATS" INCH FROM
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS
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 PANEL AND AS PER MANUFACTURER.
6. 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.
O. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
TRANSFER GRILLES.
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
COLUMN SCHEDULE
9. PROVIDE Gin BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABM.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC NU AND MISC, EQUIPMENT.
SHOWN ON PLANS.
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE
COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS
CONTINUE UNINTERRUPTED.
/�'/ c /�
BEAM NOTES
SELECTED BY BUILDER.
HORIZONTAL
SCHEDULE
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS TOP AND
11. PROVIDE PRE -WIRED TELEPHONE CUTLETS AS SHORN ON PLAN.
BOTTOMEACH STUD, AS PER CODE.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL (MARK 'L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION
12. PROVIDE PRE- WRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
5. GENERAL
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BONG BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND
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 WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
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
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a).
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 5COMMES/A 7-16/T.M.S.
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
Y ON
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
S
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
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
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWRE FOR GARAGE DOOR OPENER SENSOR.
11. ALL HEADERS OVER DOORS AND WINDOWS BE (0) OR (3) UNLESS OTHERWISE
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
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
EN WALL THICKNESS).
ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.YI REQUIRED FOR ALL LT,
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
SIN
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
UNITS.
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05, ALL
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI
OR
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 -
L SHEARSHALL HAVE AMODULES ELASTICITY OF 1600 KSI OR BETTER, AS
IN HORIZONTAL
3/e BEAMS AND 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED
ED MBAR GRAMODU DING
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.
13.
PLUMBING NOTES
ON 0.006 NSQUEEN (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 ACOORDNCE 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
14. METAL LATE OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 804.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE FRONDED TO SAFELY SUPPORT
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
TIONS MUST BE A MINIMUM 10'-0° FROM ROOF JACKS.
ALL LOADS DURING CONSTRUCTION.
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 THE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEN AS REQUIRED AT WINDOW AND
WIZEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL
MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL FRAMING SELF TAPING SCREWS J12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC,
6. ALL MONOLITHIC 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
DOWELS AS VERTICAL BARS ABOVE
iS. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
1-1/2' LONG AND .120" DIAMETER D.N.D.
7. CONCRETE FOR 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 DIA MIN.
WIND LOADS PER F.B.C. 2020 7TH EDITIOIN & ASCE 7-16.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
STEEL NOTES
GARAGE NOTES
;ONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
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. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLID WOOD
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3
DOORS NOT LESS THAN jr (35 MM) THICK, SCUD OR HONEYCOMB CORE STEEL DOORS NOT
LE:RS THAN j' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
PROPOSED SINGLE FAMILY
RESIDENCE BY:
2 UUCTS 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 %ALL 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
LESS THAN r (12.7 MM) GYPSUM BOND APPLIED TO THE GARAGE SIDE.
LOAD SCHEDULE
RENTON JEM
LOT 02
MEADOWOOD
COPYRIGHT 2021
TYPICAL "MI" WINDOWS
N N ❑ N ❑ N
to to co to
52d" 25j"
SH 15 SH 25 SH 35 SH H35
■ • • ■ ■ ■ ■ ■
M.O. 20 1/8° M.O. 30' M.O. 54 1/8- M.O. 27 1/2-
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD
P.T. WOOD BUCK P.T. WOOD BUCK �_- EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
70" 38" `
LOCAT10N 0E LIM PART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
VINO:
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.
RQTLL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
NTH 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
Ld I NON
2z P.T.
WOOD BUCK
SHOWN TYP.
N-1
SH 35
0o
M
TYP. BAY WINDOW
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 X 98 1/2- H X 98 1/2' H X 98 1/2' H X 98 1/2' H
,
,
EDGE OF SLAB
\� 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
as /" (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR ix6.
1 , CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WTHOUT 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
owc SCALE
SECTION
DWG. SCALE
SECTION
DWO. SCALE
DRAWING INDEX
C-1
DOVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PUN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 DWO 2 INTERIOR
ELEVATION
3
�# COLUMN LABEL
F# FOOTING LABEL
aI_1WL
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F. C[J:
a )CIE C_),.(
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
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i
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EXTERIOR MONOLITHIC
0 RECESS
38
F-3
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W/3 15 E.W. BTM.
PAD 0 INTERIOR
WOOD POST
6
F-4
4'-6" x 3'-0' x 12'
W/4 /5 E.W. BTM.
ISOLATED PAD
7
F-5
3'-6" x 1'-8" x 12'
W/3 /5 E.W. BTU.
MONOLITHIC 0 PAD
19
F-6
2'-6" x 3'-0" x 12"
W/3 /5 E.W. BTU.
MONOLITHIC 0 PAD
19
F-7
32' x 18' X CONT.
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EXTERIOR MONOLITHIC
I
TE-1
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W/1/5 CONT.
THICKENED EDGE
AT DROP
34
TE-2
8" x 8" x CONT.
W/115 CONT.
THICKENED EDGE
AT SCREEN ENCLOSURE
59
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
CONC BLK W/ 1 FULLY GROUTED CELL W/1-15 VERT.
8x8
AT 6'-0' 0/C MAX. AND AT EVERY CORNER AND
C-1
BLOCK
BOTH SIDES OF ANY OPENING MORE THAN 6'-0' WIDE
Bx16
CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-/5 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
IRREGULAR
45° MITERED CONC. BLOCK IN FULLY
C-3
BLOCK
GROUTED CELLS W/ 2-/5 VERT.
474,
C-4
WOOD POST
PROVIDE BASE AND CAP AS N07ED ON DETAILS
Bx12
CONC. BLOCK W/1 FULLY GROUTED CELL W/2-15 VERT.
C-5
BLOCK
AS LOCATED ON PLANS
8• 8" MATCHING DOWELS FOR
COLUMNS 48 BAR DIA. CONC.
FIBERMESH OR MIN. W/STD. HOOKS COLUMN
WELDED WIRE MESH � MATCHING DOWELS
SEE FOUN. N07ES 48 BAR DIA. MIN.
CRADE Iit' W/STD. HOOKS
FOOTING REBAR � 1: II : I
SEE F0071NG SCHED. 1 '4 -II - z
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OR W.W.M. E0. E0. SEE FOOTING SCHEDULE
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SCHEd. SEE FOOTING SCHED. SEE CHED' EQUALLYSPACE OTHERS
TYP. EXTERIOR CONT, ONNLY (2) EQO, WHEN
O MONOLITHIC FOOTING 38 EXT. CONT. MONOLITHIC O ISOLATED PAD
B MATCHING DOWELS FOR
COLUMNS 48 BAR DIA.
WOOD POST, FIBERMESH OR
SEE FRAMING PLAN WELDED WIRE MESH < a. w
MIN. W/STD. HOOKS a
f7BERMESH OR FIBERMESH
PAD REBAR
WELDED WIRE PAD REBAR OR WWM•
SEE FOOTING SCHED. SEE FOOitNG SCHED.
MESH (SEE
1' EDGE BARS ALWAYS 1-0 CON I.
SCHEDULE) EDGE BARS ALWAYS REMAIN. SPACE
I REMAIN. SPACE OTHERS EQUALLY. 3' MIN. COVERM
t I 07HERS EQUALLY. 34
— �;— — THICKENED EDGE #1
3 '-�1.2 '°•' ° v7 !. r.+:=+. ' �.-;:. FUTURE
- --': ' FASTENERS BY
SCREEN SCREEN MFGR.
SEE OTHER ENCLOSURE
E0. E0. EQ. EQ. BY SCREEN
DETAILS FOR CONTRACTOR PAVERS IN SAND
SEES EDULE F0077NG O SEES EDULE BY OTHERS
BEYOND FINISH GRADE
19 EXT. MONOLITHIC AT PAD 6 IN ,MONOLITHIC PA 11.
a
a
8" x 8" CONT.
CONIC. FTG.
REINFORCE W/
48 BAR DIA. SPUCE W1#5CONT,
SCREEN ENCLOSURE
59
' FTG. DETAIL
*
L 8 x8' PRECAST
:1;.
:L
LINTEL SEE LINTEL
SHOP DWGS.
FILL COLUMNS
^I .
AND LINTEL SOLID
W/ GROUT
�fY
8'x8' FILLED
CELLS W/ If5
VERT. (TTP.)
TYPICAL
DETAIL
LINTEL ON
COLUMN
48 BAR DIA. SPLICE 7\
481BAR DIA.
SEE BEAM SCHEDULE
FOR REINFORCEMENT
FILL COLUMNS SOLID 8"x8" FILLED CELLS
W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
BEAM HEIGHT CHANGE
CONC. POURED FILLED
CELL W/ STL. PER PLA
DOWELL & EPDXY (1) #5
REBAR INTO SLAB 0
FILLED CELL LOCATION W,
4" MIN. EMBED. INTO SLA
MISSED COLUMN
STL. DETAIL
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
;ONC. SLAB &
MONOLITHIC
FOUNDATION
PER PLAN
MASONRY WALL BEYOND
PAVER RECESS
CONC. BRICK PAVER
SET IN SAND
SLOPE PER SURVEY
FOOTING SEE SCHEDULE
OVERHEAD GARAGE
OHD RECESS
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7' 3"
9'-10"
7'-3"
13'-3'
11'-4"
11'-1'
24'-4'
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lo"'E C
PROJECT LOG
ISSUED FOR START 07-28-21
ISSUED FOR PRECON 09.15-21
ISSUED FOR PERMIT 10-04-21
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W=02
DRIVEWAY / GARAGE INTERSECTION
CALCULATIONS
TOTAL U/A 2,685 S.F.
COVERED ENTRY 55 S.F.
COVERED LANAI 168 S.F.
GARAGE 529 S.F.
TOTAL AREA 3,437 S.F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CLG. 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. 0 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.
(2) /f0 SM.S. TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
O TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24' O/C
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
O APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12" O/C
CONIC. FLOOR SLAB
HIL71 PINS .145' DIA x 1' La
0 IS- 0/C W/ 1' WASHERS
(I)INTERIOR PARTITION
A'2 34' = 1'-0"
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
(2) PO SM.S. TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SECTION
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) #10
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
24X4STUDS 0 16- 0%) WIT FULL LENGTH LAYER OF
O 1/2' TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE ® 12" 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONC. FLOOR SLAB
HIL71 PINS .145' DIA x 1' LG.
® 16' 0/C W/ i' WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4" = 1'D'
R-40 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.
D
GARAGE CEILING
6'-6"
I
n a AC
12'
N.
AC CONC. PAD DETAIL
N.T.S.
RYER VENT LOCATION
20 STUDS
FRONT VIEW
GARAGE FLOOR
ELECT. PANEL / CHASE
DRYER VENT
5
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FINISHED CEILING
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2x MIL STUD:
TYP.
FINISHED FLOOR TYP. MEDICINE CABINET
U VALUE SHGC
IMPACT .62 / .25
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
TOTAL AIR
VOLUME CUBIC
FEET = 26044.5
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PROJECT LOG
ISSUED FOR START 07-28-21
ISSUED FOR PRECON 09-15-21
26'-4" ISSUED FOR PERMIT 10-04-21
19'-B" 1 BUYER REVISION 11-09-21
2 PGT REVISION 01-03-22
3 BLDG COMMENT 01-17-22
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to assist,n alignment
Vent area: 15 square Inches per lineal ft.
Caulk all Intersections, but joints, ends and oomers at time of Installation.
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Mid Wall Control Joints Designed In clieve stress andassist in contollingciar0'inebe-rim wall Midi mirsanuons ei availaUc
JS patent Number 7.157,450
Caulk all Intersections, butjoints, ends and corers at time of installation
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3,437 (SQ.FT.) x 144 = 494,928 SQ IN.
REA
151SO IN. PER �LI EAR FT. (220 F)SO. IN. REQUIRED EVENNT A3, 00 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE BLE
901 FELT SELF-ADHESI�F UNDERLA)MENT
OVER 30W FELT TIN TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
024" D/C TYPICAL
W/APPROVED GALY TRUSS
ANCHORS EA. END
SEE PLAN/ ELEV.
GALV. MTL. DRIP
ON TX2 P.T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
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ON ALL SIDES
(IRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORAAIE
CEM€N71TOUS FINISH —
OUER 8' CONC. BLOCK
NOT TO EXCEED 5/8" THICKNESS
R 4.1 FI-FOIL BETWEEN STUDS
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IN
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INSULATION
PER ENERGY CALC.
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o UNDERSIDE OF TRUSSES
FIRE STOP
CONT. Box16" MASONRY BOND BEAM
W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
CONT. METAL POUR STOP
1/2' DRYWALL
IX2 P.T. FURRING 0 24' 01
EXTERIOR BLOCK WALL TO BE
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FOR NOTES 4AILS
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0-32.2.6 PSF
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14'-8" T,O.B.B.
_ 11'-4" T.O.B.B.
9'-4" T.O.B.B.
I= I I II 11 —1 1 1-1 —
1
PROJECT LOG
ISSUED FOR START 07-28.21
ISSUED FOR PRECON 09-15-21
ISSUED FOR PERMIT 10-04-21
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LEFT ELEVATION - FLORIDA COASTALg 'y
WAN R �n S
PROJECT LOG
ISSUED FOR START #1004-2'1
ISSUED FOR PRECON ISSUED FOR PERMIT
TYPICAL INSTALLATION
WINDOW ASSEMBLY
MARBLE
1/2'
DRYWALL
CAULK
AS REQUIRED
MANUFACTURER
STUCCO ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
'CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2020 R703.4
LIQUID APPLIED FLEXIBLE CONCRETE
FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUR SPECS
/ '. WINUUPW INN IALLA ITV
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FINISH PRIOR TO O -36.2 PSF-36.8 PSF 0-36.8 PSF
METER INSTALL
- -- - -- -- -- -- -- -- -- ----- - -- -- -- ---------- -- -- -- -- -- -- 0'-0"FIN. FL SLAB
RIGHT ELEVATION - FLORIDA COASTAL
STUCCO ATTACHED TO METAL. LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
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- 0'-0" FIN. FL SLAB
CONC. COLUMN 1x2 MIN. P.T. BUCK SET IN STUCCO FINISH CONC, OR MASONRY
CREAIHER STRIPPING SEALANT AND NAILED W/ PERIMETER SEALANT
BY DOOR MANE. 1-1/2' CASE HARDENED COI 2x6 P.T. BUCK RIPPED
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BY MANE. FASTENED TO SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4"
TRACK BRACKETS W/ ° ° ' Q W/1-1/2" CASE HARDENE TAPCONS 3' FROM E.E.
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1/4°-20x1/2' CARRIAGE ° ii=4MAX.
°
BOLTS & LOCK NUTS -DRYWALL BOARD
GALV. 571. (RACK CAULKING 6WDOOR 1RIM
BRACKETS FASTENED F`ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME
TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/
3/16 x1-i/4" LAG SCREWS W/ 3fDOOR FRAME SCREWS M 2'-O" 0/C 16" TAPCON SCREWS (2) /6 GALV. x 2"
L_2x8 P.T. ATTACHED TO ®12 0/C. MIN. 1-1/4" EMB D
MANU.'S METHOD OF COLUMN W 5 " WEDGE FASTEN TO BUCK W/ DOOR TRIM
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2 FROM INSIDE EDGE OF 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.)
JAMB DETAIL (GARAGE DOOR) HEAD/JAMEI DETAIL (DOOR)
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK -- DOOR THRESHOLD SET
W/ 3/16" TAPCON SCREWS ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK &
m 12 0/C. MIN. 1-1/4° EMB D SECURE FRAME TO SILL TO BUCK W/(2) 3/16'x FASTENED TO SILL W/
WITH SILICONE 2-1/2" TAPCON" #8 x 1 1/2" SCREWS
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STUCCO FINISH CAULKING
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(WINDOW) SILL DETAIL (WINDOW) SILL DETAIL S.G.D.)—sTucco FINISH
JA>AB DETAIL
( ( SILL DETAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) f A.B. TO EACH SIdE OF THE
BRACKET THRU THE HORIZONTAL 2X P.T: HEADER,
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
BRACKET.
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR
FRAMING L BE SHOULD H ULD BE SED TO CURED TIM THE OPENING, O THE BLOCK USINGNG A THE PROPER T pCONFLEP� I RN
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SEE TRUSS CONNECTOR SCHEDULE
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1
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(16) WSJ TO G.T.
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WEDGE ANCHOR
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A5 CONNECTION DETAIL
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A5 SCALE i 4 = 1-0
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WDOD
ROOF TRUSS B 24' 0/C
SIMPSON MGT W/ 22-10d
A�i::NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
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5" MIN. EMBED.
SETIN EPDXY
MAX. UPLIFT = 39651
a5 CONNECTION DETAIL
USP KCCO44 OR
SIMPSON CCQ449ds2.5
rr FASTEN PER MAN F. SPECS
•.. 56801 MAX,
L
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/- WOOD POST
SEE FRAMING PLAN
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
E7PRE-ENGINEERED WOOD
INVERTED GIRDER TRUSS
SIMPSON FGTR W/ 18-SDS
1/4" X 3' SCREWS INTO
GIRDER
�CONC. TIE BEAM OR
2-1/2" X 5 TITEN MASONRY BOND BEAM
HD TO MASONRY
WALL PER MANUR
SPECS
MAX. UPLIFT (1) FGTR = 50001 qA5(2) FGTR MAY BE ADDED TO ACHIEVE
DESIRED UPLIFT = 94001 MAX.
CONNECTION DETAIL
NAIL SILL PLATE THROUGH
— TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24" 0/C
W/ 19/32' EXT. SHEATHING
TOE NAIL TRUSS TO CAP
PRE -ENO. WOOD TRUSSES
SEE TiP. WALL SECTIONS
ACTUAL HEEL AND
OVERHANG CONDITIONS
TIE BEAM OR BOND BEAM
(SDSiSCREW5170vP
POST
5/8" WEDGE ANCHORS 0 24' 0/C
W/370"xi14" STEEL WASHERS
SIMPSON HDU5
EMBED (4) MiN.
HOLD DOWN 56451 MAX.
2x4 CROSS
(i) 5/8" DIAL
BLOCK 0 24°
WEDGE ANCHOR
O/C TYP. TOE
4" MIN. EMBED.
NAIL EA. END
W/(3) 16d
NAILS
T1PICAL TRUSS
CONT. 2x4 RIBBON W/ 3-i6d
NAILS EA. STUD
A5 CONNECTION DETAIL A5 CONNECTION DETAIL
4
ALLOWABLE LOAD 1061 1/TRUSS UPLIFT
PRE-ENG VV. TRUSSES 0 24" 0/C
(SEE CONNECTION SCHEDULE)�� '
19/32' EXT. GRADE PLYIRD. NAILED
0 6' 0/C AT PANEL EDGES & 12' O/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 VERTICAL. NAILED TO ROOF TRUSS W/
(3)iOd NAILS NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL.
(3)1/2"x6' PCS, EXTERIOR PLYWOOD
SECTION
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIF
LINTEL
SPECIFICATION
1
17'-4"
1413
584
581
170
BF24/i131T
2
4'-0'
10000
250
7184
100
BF40/181T
3
5'-4"
5809
977
3057
323
8F16/1B1T
4
3'-6"
10000
250
7428
100
8F16/1B1T
5
4'-0'
8859
270
5572
100
1 8F16/1B1T
6
4'-0'
8859
270
5572
100
8F16/1B1T
7
3'-6"
10000
250
7428
100
8F16/1131T
8
10'-6"
1664
1172
830
370
8F16/1B1T
9A
13'-4"
3250
810
1178
206
BF32/i81T
9B
17'-4"
3370
250
913
100
12F32/1BiT
10
17'-4"
856
250
374
100
8F16/iB1T
11
10'-6"
1664
250
830
100
1 8F16/1B1T
12
3'-6"
10000
250
7428
100
8F16/1B1T
13
7'-6"
2882
250
1548
100
BF16/lB1T
14
7'-6" 1
2882
250
1548
100
BF16/1131T
15
T-6' 1
2882
977
1548
323
8F16/iB1T
16
5-10"
1002
0
722
0
8RF6/iB1T
17
5-10"
10000
976
5400
266
BF44/1B1T
18
7'-6"
7857
876
3323
250
8F32/iBiT
19
3'-6"
10000
250
9578
100
8F72/iBiT
20
7'-6"
6288
250
2436 1
100 1
BF24/lB1T
SIMPSON
FASTENERS
ALLOWABLE LOADS
MODEL
N0.
CHU
CONCRETE
UPLIFT
GRAVITY
HU28
6-1/4"x2-3/4'
6-1/4"xi-3/4'
575 LBS
2400
TITEN
TITEN
HU26-2
12-1/4'x2-3/4'
12-1/4°xl-3/4
1,135 LBS
3950
TITEN
TITEN
A5 CONNECTION DETAIL
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PROJECT LOG
ISSUED FOR START 07-28-21
ISSUED FOR PRECON 09-15-21
ISSUED FOR PERMIT 10-04-21
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STRUCTURAL
PLAN
A-5
MW - 02
TSS
PROJECT LOG
ISSUED FOR START 07-28-21
ISSUED FOR PRECON 09-15-21
ISSUED FOR PERMIT 10-04-21
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TYP. MISSED STRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
TYP. ROOF FLASHING DETAIL'
N.T.S.
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
12° L 12° L
fl'P �I TYP �I TYP. RIDGE CAP dt
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H3 CUPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24' O/C
I I BETWEEN TRUSS RUN
- -PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
TRUSS CONNECTOR SCHEDULE
FASTENERS
SwP
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 1
1980 1
335 1
670 1
245 1
490
TC-2
TA14
7 10d x 1-1 2'
-
1205 1
2410 1
335 1
670 1
245 1
490
TC-3
HTW 16
8) 10d.x 1-1
4) 1 4" x 1-3 4' WA&
1225 1
-
1225
-
1225MTC-4
HTA16
9 10d x 1-1 2'
-
1870
2430
710
1310
270
(20) 10d x 1-1
24) fDd x 1-1
1530
-
-
-
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 MOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE 1
ZONE 2E 2R 2N
ZONE 3E 3R
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 40120
19 32'
MAX.
6' 0 C
6' 0 C
6' 0 C
4' 0 C
4" O C
4' 0 C
4' 0 C
SHOWN ON PLAN
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
NAIL CORNER STUDS
EXT.
EXPOSURE 1, OR EQUAL
16' 0/C
SHANK
SHANK
SHANK
AT 4' 0/C MAX. TYPICAL
WALL
SPAN RATING 40120
19132
1 MAX
1 4" 0 C
1 4' 0 C
1 6' 0 C
BLOCK FREE EDGES
APA RATED SHEATHING
8d RING-
RING-
8d RING-
INT.
WALL
EXPOSURE I, OR EQUAL
SPAN RATING 32116
15/32
16' 0/C
I MAX.
SHANK
I 6' 0 C
j8d
SHANK
6' 0 C
SHANK
12' 0 !%
BLOCK FREE
EDGES
A c
1367# MAX. C
(2)TC-1
a: EDGE STRIP DEFINED AS THE LESSEI
ORRIGHTBUTN LEAST F HEIGHT NOTT L S
LEAST HORIZONTAL DIMENSION OF Bt
AT LEAST 3 FT.
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D3 32581 MAX.
SEE DET. 2/A5
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No
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1/4" = 1'-0" U.N.O.
TRUSS PLAN
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.131 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. 2-1/2 INCH NAIL LENGTH
ROOF NAILING IS IDENTICAL FOR ZONES 2 & 3
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS. ROOF ZONE DIAGRAM
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C00E 030IMPLIANI
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