HomeMy WebLinkAboutBUILDING PLANPROJECT LOG
ISSUED FOR START 1 08-29-17
ISSUED FOR PERMIT 109-26-17
BLDG COMMENTS 101/09/18
GENERAL NOTES
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASIM GRADES N1 OR NII. PROVIDE PRECAST
1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION.
UNTELS AS NECESSARY. (I'm - 1500 PSI)
1. PROVIDE lx2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-Or O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER. THE
L CONTRACTOR SHALL VERIFY WI7H 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
RIALL LOCATED METER & PANELS AS REQUIRED.
2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER
THESE PLANS WERE
PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRILISS DESIGNERS LAYOUT
FLORIDA BUILDING CODE.
2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
L ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2014 FLORIDA BUILDING
CODE 5th EDITION
1. CELLI. LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 30M PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36- OF TUBS AND SHOWERS NTH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSM MAJOR G.T. BEARING POINTS, ETC) CAN
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. AU. GLASS IN SIDELIGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
I WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COUNTY AND ALL APPLICABLE AMENDMENTS.
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISOMS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOL&
4- ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
REQUIREMENTS or THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
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 let FLOOR WINDOWS, THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5L COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60).
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
THE DESIGN.
SHALL DISPLAY LABELS SHOWING COMPLIANCE
WITH THE F.B.C.
CHAPTER 13 ENERGY
& WRIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
EFFICIENCY SECTION.
B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP WITH A VERTICAL CORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPEDFICATIONS.
6. REGISTERED BAITING SYSTEM FOR TERMITE
TREATMENT
TO BE INSTALLED AND MONITERED BYJ
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
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. OF
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
THEIR ROOF TRUSS DESIGN FOR REVIEW INCUIDING TWO (2) ODPIES FOR ARCHITECTS REVIEW
F. PROVIDE DISCONNECT SWATCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF 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 If
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESpoNjeILITy To
1. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
ABBREVIATIONS
THE MASONRY.
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSIRLICTURE IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
B. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED. JUMPERS OR
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEM, THE TRUSS COMPANY SHAUL
RECOMMENDATIONS.
ABV ABOVE
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
sms
SHEET METAL SCREWS
D. 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.
AFF ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
MA.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
CO1_UMN SCHEDULE.
D. PROVIDE GF1 BTACERS FOR ALL BATHROOMS. GARAGE AND EXTERIOR OUTLETS AS
AHU AIR HANDLER UNIT
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAW CONC, PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MlSr. EQUIPMENT.
SHOHAM ON PLANS.
B.F. 81 FOLD
FR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF S' ABV. ADJOINING GRADE.
COORDINATE LOCATIONS NTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
B.P. Of PASS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
DRAWINGS
10. ELECTRICAL FIXTUREA TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
BUK. BLOCK
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH DOLT
CONTNUE UNINTERRUPTED.
SELECTED BY SUILDER.
BLW. BELOW
BRG. BEARING
G.T.
GA.
GIRDER TRUSS
GAUGE
MIN.
M.G.
MINIMUM
MASONRY OPENING
T.D.
T.D.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
BEAM SCHEDULE NOTES
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUM TOP AND
ii. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
BOTTOM EACH STUD. AS PER CODE.
RIM. BOTTOM
CLG. CEILING
GALV.
OR
GALVANIZED
GROUND FAULT INTERRUPT
MONO.
MTL
MCNIOUTHIC
METAL
T.O.PL
T.O.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHIEDULE.
1. ALL COMPOSITE LINTEL (MARK *[!) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
'TIMBER
12. pROMM PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
cmu CONCRETE MASONRY UNITS
GL
GLASS
O.H.D.
OVER HEAD DOOR
TYR
TYPICAL
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONIFORM TO THE CONSTRUCTION
COL. COLUMN
GWB
GYPSUM WALLBOARD
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
5. GENERAL,
"BEL")
MANUAL" AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
11 DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 5 DUPLEX RECEPTACLES.
I
CONIC. CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.LF.
POUNDS PER UNEAR FOOT
UL
UNDERWRITERS LABORATORIES
2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND
CSMT. CASEMENT
HOT
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
W.F.
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS.
& ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
14. IN KITCHENS. OWNING ROOMS AND BATHROOM& RECEPTACLE OUTLETS FOR COUNTER
DBL DOUBLE
HPS.
HOOPS
P.&L
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-IO/T.M.S. 402-05, BUILDING CODE REQUIRDAENTS FOR MASONRY STRUCTURES AND THE
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
SPACES SHALL BE Ora PROTECTED ACCORDING TO NEC 2110-81(a).
DIA. DIAMETER
HR
HOUR
P.T.
PRESSURE TREATED
W/
VATH
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 80 To FIT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE
DISP. DISPOSAL
DIP DESIGN PRESSURE
HS
HVHZ
HORIZONTAL SLIDING
HIGH VELOCITY HURRICANE ZONE
PART`N.
PKI
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-IO/T.M.S. 602-
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8,
DR. DOOR
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 SPECIFICATION&
DURING ERECTION OF TRUSSES TO PREVENT COUAPSE OR DAMAGE.
16. SWCE DETECTORS SHALL BE CONNECTED To KITCHEN OR BATH LIGHTING CIRCUITS
DW DISH WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURM
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-(r MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
E.E. EACH END
ELEC. ELECTRICAL
LG.
UN.
LONG
LINEN
S.C.
SOLD CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (MESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
ELEV. ELEVATION
LT.
LIGHT
S.G.D.
OF
SUDING GLASS DOOR
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED GONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
E.S. EACH SIDE
LT.
LAUNDRY TUB
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XlZS UNLESS 07HERWSE
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 THICKNESS1
I& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.11 REQUIRED FOR ALL 120-VOLT.
LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UN S N D OTHERWISE) ALL
�.� � R�l I lm� "ml�
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE:
OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYUGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SZE. SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIP11ON
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 Rif
9100 CHO 16080
WAYNE DALTON
N/A
5/160X 1-5/T LAG SCREW AT EA. JAMB BRACKET
DR.= +28.5 PSF
+39.2 PSF -43.7 PSF
S`-O* DOOR HGT. - 5 BRACKETS EA. ODE
-34.8 PSIF
B
FL 17499.1
(2) SH 25
M1 WINDOWS & DRS
SGLIMPACT
3/16- TAPOONS W/ 1-1/4- MIN EWBED
D.P.= +29.9 PSF
4-55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
0 IV O/C MAX. SPACING & t FROM EDGE
-32.7 PSF
+60.0 PSF -60.0 POP
C
FL 17499.1
SH 15
MI WINDOWS & DRS
Sa IMPACT
3116- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSIF
+55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABY.
0 IV O/C MAX. SPACING & t FROM EDGE
-36.3 PSF
+60.0 POF -60.0 PSIF
D
FL-7630.2
3080 DR W/
THERMA TRU
N/A
1/4' TAPCONS W/ I-1le MIN. EMBED CORNERS 9
D.P.= +31.9 PSF
4.50.0 PSF -50.0 PiF
SIDEUTE
6- & lAr O/C MAX. SPACING.
-34.8 PSF
E
FL 15349.6
4624 ARCHED FG
MI WINDOWS & DRS
SGLIMPACT
3,Afr TAPCONS W/ 1-1/40 MIN EMBED
DR.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3* FROM EDGE
-36.3 PSIF
F
Fl. 17499.1
SH 35
MI WINDOWS & DRS
SOLIMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
DR.= +31.9 PSF
;6RCPSF -5&0 PSF
1
0 IV O/C MAX. SPACING & f FROM EDGE
-34.8 PSF
G
FL 15349.6
51020 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16- TAPODNS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+SL%O PSF -60.0 PSF
EQLIAL SPACING & 3' FROM EDGE
-44.8 PSF
H
FL 17499.1
SH H33
MI WINDOWS & DRS
SOL IMPACT
3/16- TAPCONS W/ 1-1/4- MIN EMBED
D.P,= +33.5 POF
+55.11 PSF -55.0 POP
0 111! O/C MAX. SPACING & f FROM EDGE
-36.3 PSIF
I
FL 17499.1
(2) SH 35
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 MM. SPACING & f FROM EDGE
-36.3 PSF
i
FL-7630.1
2880 SGIL UTE DR
THERMA TRU
SOL IMPACT
11,17 TAPOONS W/ 1-1/4" MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
I
r & 1r O/C MAX SPACING.
-41.7 PSF
K
FL 22401.3
12080 SGI3
MI WINDOWS & DRS
SOL IMPACT
3/16- TAPCONS W1 I-t11C MIN EMBED
D.P.= +28.5 PSF
+55.0 PSF -55.0 PSIF
0 12- O/C MAX. SPACING
-31.3 PSF
L
FL 15349.6
12014 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16" TAPOONS W/ 1-111V MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3* FROM EDGE
-34.8 PSF
M
FL-7630.1
2680 SGL LITE DR
THERMA TRU
SGI IMPACT
1/4� TAPOONS W/ I -Ile MIN, EMBED CORNERS 0
D.P.= +31.9 POF
+50.0 PSF -50.0 PSF
6- & 1r O/C MAX SPACING.
-34.8 PSF
N
FL 17499.1
SH 26
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
DR.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & f FROM EDGE
-34,8 PSF
0
FL 15349.6
3214 TRANSOM
MI WINDOWS & DRS
SGL IMPACT
3116" TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & Y FROM EDGE
-36.3 PSF
P
FL 17499.1
SH 36
MI WINDOWS & DRS
SGIL IMPACT
3/16' TAPOONS W/ 1-1/4* WN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PSF
& 10- O/C MAX. SPACING & r FROM EDGE
-34.8 PSF
0
FL 15349.6
4614 TRANSOM
MI WINDOWS & DRS
SOL IMPACT
3/16- TAPOONS W/ 1-1/4' MIN EMBED
DR.= +33.5 PSF
+50.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
R
FL-7630.1
28W SOL LITE DR
THERMA TRU
SOL IMPACT
1/4' TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+5OmO PSF -%0 PSF
I
r & 11V O/C MAX SPACING.
-41.7 PSF
S
Fl. 17499.1
SH H33
Ml WINDOWS & DRS1
SOL IMPACT
3/16- TAPCMS W/ 1-1/4- MIN EMBED
BY.= +33.5 PSF
+55.0 PSF -55.0 PSIF
0 I0r O/C MAX SPACING k I" FROM EDGE
-36.3 PSF
T
FL 17499.1
SH 35
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPCONS W/ 1-1/4- MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 IV O/C MAX. SPACING & f FROM EDGE
-34.8 PSF
U
FL 17499.1
SH 35
Ml WINDOWS & DRS
SGIL IMPACT
3,M6- TAPCONS A/ 1-1/4- MIN EMBED
DR.= +31.9 PSF
+55.0 PSIF -55.0 PSF
0 HIM O/C MAX. SPACING & f FROM EDGE
-34.8 PSIF
V
FL 17499.1
SH 23
MI WINDOWS & DRS
SGI_ IMPACT
3/16' TAPCONS W/ 1-11r MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -5&0 PSF
0 IV O/C MAX SPACING & t FROM EDGE
-36.3 PSIF
W
FL 17499.1
SH 35
MI WINDOWS & DRS
SOL IMPACT
3116' TAPCONS W/ 1-1/4* MIN EMBED
D.P.- +31.9 PSF
+55.0 PSF -55.0 PiF
1
0 IV O/C MAX. SPACING & f FROM EDGE
1 -34,8 PSF
I I
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL #
MANLIF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
FIL 15353.3--R2
MAX 104-1/4� HORIZ.
M1 WINDOWS
& DOORS
ile TAPCONS Al 1-1/4' MIN EMBED
(4) FASTEMERS PER CUP TOP & STM.
37.7 PSIF
-540 PSF -54.0 PSF
FIL 15353.4-R2
MAX BY VERT,
ROOFING
NOA NO. 16-0314-.06
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AJR CONCRETE TLE
PRODUCTS
I
SIDING
SIUCOO
N/LA
N/A
N/A
N/A
2' RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOR
I A
SPACED 0 EVERY HI RIB (4- O/C) W/ 1-3/4- EMBED.
N/A
PER NAIL
BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH Aa 318-11 AND ACI 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE NO. 2 OR BETTER AND SHALL PROVIDE SIN PHASE 15 AND 20 mr dmm� CIRCU0 SUPPL11mv
CONCRETE MASONRY WORK SHAUL. BE IN ACCORDANCE WITH ACI 53D-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN SENDING FOR A SINGLE MEMBER USES. 90 PS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 16 OF MY SLEEPING ROOM.
FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL EIL SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTIOTY OF 1600 KSI OR BETTER, AS
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 PART11ONS MAY BE CONSTRUCTED OF 2x4 0 2e D.C. PLUMBING NOTES
S7UD% WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I- LUNG
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WEU_ COMPACTED FILL 3. REINFORCING STEEL' GRADE 60 (FY=60.ODO) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12- O/C MAX. I. ALL PLUMBING FIXTURES SHAU. BE INSTAULED 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 14. METAL LATH OVER SHEATHING SHALL BE 3/r 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 PUBUSHED BY THE SUBSTRATE AT 4- O/C AS FOLLOn-
3. GOWMN AND WALL CENTERUNES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 31,C LONG STUB NAILS W/ 31ir HEAD. HORIZONTAL AND VERTICAL WOOD DISPOSION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
OTHERWISE NOTED. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MDABERS W1 NAILS OR STAPLES TO PROMDE AT LEAST 1-3/4' PENETRATION
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 25DO P.&F., ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBER& AND 3/47 PENETRATION INTO VERTICAL WOOD I, 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 6-0" 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 I CONDENSATE DRAINS MUST BE A MINIMUM OF 12" 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 I' LEG, 7/16' CROWN METAL
MINIMUM OF 95% MODIFIED PROCTOR ASTM 0 1557. DOOR BEAMS (28- MAX) AND ADD 2-jF5 BARS BOTTOM IF DROP EXCEEDS 8-. MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE C INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS
REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7 1 DOWELS COLUMN AND WALL REINFORCING To FOOTING WITH SAME SIZE AND NUMBER OF TYPE 112G JAECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT]-CCIL NALL PROGRAM. TO BE CRF
1-1/2' LONG AND .12V DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 40 BAR DIA. MIN. WHERE SPUCED AND SHALL BE ALL HEAT1NG, AIR CONDITIONING. REFRIGERATION AND VENTILATION EQUIPMENT SHALL
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HOR17. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
8. DAMAGE PROBABIUTIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(i). REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2014 5TH EDITION & ASIDE 7-10. XNFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL"
WD CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. STEEL NOTES GARAGE NOTES
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FSC TABLE R301.2(l). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AJSC "SPECIFICATION FOR THE DESIGN, I OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIFPED WITH SOUD WOOD
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 20D5 EDITION, MATERIALS MOIRS NOT LESS THAN jr (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-31 IESS THAN Jr (35 MM) THCK, OR 20-MINUTE FIRE-RAIED DOORS.
PROPOSED SINGLE FAMILY RESIDENCE BY: 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 DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING COD150. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A51 E70xx SHEET STEEL OR OTHER APPROVE) MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
I THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
ec LOAD SCHEDULE LESS THAN (12.7 MM) GYPSUM BOARD APPLIED To THE GARAGE SIDE.
F1 vESstLuc1
CONCEALED FASTENERS OR 4A "'0 0 LOCATION IM Z& BASTA IUAL
ARE THE RESPONSIBIUTY OF THI "o ?.4 GROUND FLOOR 40 50 10 100 DRAWING INDEX
-.,Ty Bull F,!Nc pyl,!S70N SECOND FLOOR 40 15 10 65
CONTANTROFRAWA 51 LL C1 v �T C-1 COVER SHEET
huVIENVED TO CE ROOF 30 18 0 4B A-1 FOUNDATION PLAN
I
t' LVIE %1jTEj)B ATTIC 20 10 0 30 A-2 FLOOR PLAN
1 ::H�ON JOB A-3 ELEVATIONS
OATL -A
PILANs ALN"DOIR NIJIT � 4912��T BE 1,0
THESE PLANS AND ALL PROPOSED WORK N.� I N;%PECT ION NVILL BE -NIADE- ULTIMATE WIND SPEED - 160 M.p.h. A-4 SECTIONS
ARE SUBJECT TO ANY CORRECTIONS BUILDING RISK CATEGORY = 11 A-5 STRUCTURALPLAN
REQUIRED BY PISLO INOPECTORS THAT BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN
MAY BE NECESdARY IN ORDER TO EXPOSURE = C E-I ELECTRICAL PLAN
COMPLY WITH A66*l0P61G.A86Iis CODES. AVALON
ROOF DEAD LOAD FOR WIND M-1 MECHANICAL PLAN
ALL MANUFAMM LABLJ!S SHOWING LOT 07 TERMITE_ftiLkil�,�,-- DESIGN TAKEN AT 10 pa.f. I
U FACM11313 AND MIX OOMPLiANCE R01EL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE SYMBOLS LEGEND
WITH FM ENERGY CODE MUST mFA nwnn AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 1
mumm ON ALL DOORS AND wl�w DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
UNT11L INSPECT*NS ARE APPROVED WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAL
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE 4 4,.*.Wr._1116 2 INTERIOR
�TRI�l AU11 FACTORS TO OBTAIN TEST PRESSURES. SCALE ELEVATION
3
/7�\ DETAIL
TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS COLUMN LABEL
NO NEI" NO ON �t, SECT10N FOOTING LABEL
SCALE
cq N
04 C-4 L (D U3 POT SHELF HEIGHT
N AS NOTED
F 10 00
'D 1 0', 0 011/0
Y # '%� SECTION DROPPED SOFFIT
25j" � �OWM SCALE HEIGHT AS NOTED
ARCHED OPENING SEE
SH 15 SH 25 SH 35 SH H35 2x P.T. # �IWEMRIOR EUE�V PLAN OR EUEV.
WOOD BUCK S T L I
in __1 SCALE MASONRY CONSTRUCTION
m SHOWN 7YP. TYPICAL
M.G. 2D I11r M.G. 38* M.G. 54 1/8' M.D. 27 1/2' M.O. 35 1/4' W M.O. 37 1/4* W M.O. 41 1/4- W M.G. 55 1/2* W M.O. 77 1/f W
X 98 1/2' H X 98 1/2' H X 98 1/2' H X 98 1/2- H X 98 3/4- H GROUT FILLED CELL SEE
I 2x. OR 5/4 BOARD 1 x, 2x. OR 5/4 BOARD ETE BEAM LABEL FOUNDATION PLAN
P.T. WOOD BUCK P.T. WOOD BUCK OF SLAB F SLAB EDGE OF SLAB EDGE OF SLAB-
"0
M
B
'WIN
%
-\\�i
38" 70" 38" Fah m a ffmi re -IL ffs, Ai REVISION NON -BEARING FRAME
CONSTRUCTION
SH 35 1�,j EDGE OF SLABQ BEARING FRAME
_",/k NORTH ARROW CONSTRUCTION
13, 'v 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SI DEL ITE PR 3080 DR BREAK LINE ot BEAM HEIGHT CHANGE
' 41 (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) ',w ELEV
001: DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2XB, 51e BOARD OR lx6. I
TYP. BAY WIN DOW CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. GRAPHIC SCALE 0" FIN. FIL SLAB FLOOR ELEVATION
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SCALE. Ile - V-e $ 0- 1
uj
ui
LLJ
Z
0
<
<
N
z
0
1=
CL
Km
w
0
9__
0
u
aj
w
CL
W
to
E
C)
w
0
01
th
-0
(u
0
Aa
g_-
0
CL
0
1--
(a
CL
u
w
E
E
0
22
"0
OEwo-OcLu
t:
-
co
w>
00
mu
E
Ln
0
En
a
Z,
w
I
=
0
0
L�j
tf;-
w
0
Z-
0
C)
_0
0
10
Li
ra
CL
w
z
0 E
Ox 0
ui
i mr 0 40 0
E
0
0 u
DO 0
U
0)
C/) c
1! Lu * C:)
Tr c:)
t V_
U
[Ala; 0:n r,�
afts, a: "Lo
A 0 04
Emi M I
&
C.)
0-0
u7)
ILL.
0
0
0
u
0
LILL
u
0
C)
_j
2:
1/4" V-0" U.N.O.
COVER SHEET
C-1
He Copy
mw m 01
I
PROJECT LOG
ISSUED FOR START 108-29-17
ISSUED FOR PERMIT 109-26-17
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION
2. TYPE OF CONSTRUCTlON: 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 WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWNG COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITORED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2014
ABBREVIATIONS
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
CLO.
CEILING
CMU
CONCRETE MASONRY UNITS
COL.
COLUMN
CONC.
CONCRETE
CSMT.
CASEMENT
DEL.
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
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR Nil. PROMDE PRECAST
UNTELS AS NECESSARY. (fm = 1500 PSI)
T
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'- 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 SER CE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPOR71NG SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMP71ON 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 PARAU.EL 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 NOTED OTHERWISE
USING THE 2014 FLORIDA BUILDING CODE 5th EDITION
1. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36* OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS. ETC.) CAN
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
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 OF
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REMSIONS
COPPER OF EQUAL AMPACITY.
4. REINFORCING:
ACCORDINGLY.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WTHOUT 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 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 CONNECTlONS 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 4,V ABOVE THE FLOOR,
THE DESIGN.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
B. WHEN A FOUNDAT10N DOWEL DOES NOT LINE UP WITH A VERTCAL 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
ADJACENT CELL TO THE VERTGAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
THOR 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 OF 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 REUEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
THE MASONRY.
PROMDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT MSIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
THERE IS MY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
EXT.
EXTERIOR
N.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
D. 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.
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE,
9. PROVIDE Gn BREAKERS FOR AL.L BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STIL
STEEL
7. A/C UNITS MAY HAVE CONIC. 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. VERTCAL 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 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 APPLIANCES SHALL BE UL APPROVED AND AS
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM NOTES
SELECTED BY BUILDER.
G.T.
GIRDER TRUSS
MIN.
MINIMUM
TIO.
THROUGH OUT
SCHEDULE
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
HORIZONTAL
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOW ON PLAN.
GALV.
GFI
GALVANIZED
GROUND FAULTINTERRUPT
MONO.
MTL
MONOLITHIC
METAL
T.O.PL
T.O.T.B.
TOP OF WOOD PLATE
TOP OF TIE BEAM
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDUI LE
1. ALL COMPOSITE UNTEL (MARK *L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE
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.
GIL.
GWB
GLASS
GYPSUM WALLBOARD
O.H.D.
0/0
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL:
NOTED
MANUAI! AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND
GYP. ED.
HOT.
GYPSUM WAU.BOARD
HEIGHT
P.LF.
POUNDS PER LINEAR FOOT
UL
V.I.F.
UNDERWRITERS LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.S.C.E.
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 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.F.
POUNDS PER SQUARE FOOT
W.A.
WEDGE ANCHORS
7-10/1.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).
HR
HOUR
P.S.I.
POUNDS PER SQUARE INCH
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
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
HS
HORIZONTAL SLIDING
P.T.
PARTN.
PRESSURE TREATED
PARTITION
WC
WATER CLOSET
WORK.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
HVHZ
HIGH VELOCITY HURRICANE ZONE
INSULATION
PKT.
POCKET
WD.
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-
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 UGHIING CIRCUITS
INS.
INT.
INTERIOR
PLYWD.
R.O.
PLYWOOD
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
LG.
LONG
S.C.
SOLID CORE
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
LIN.
LT.
LINEN
LIGHT
S.G.D.
SLIDING GLASS DOOR
SUFFICIENT TO MAINTAIN A CLEAR. UNOBSTRUCTED CONT. CELL
17. PREVARE FOR GARAGE DOOR OPENER SENSOR.
L.T.
LAUNDRY TUB
SF
SQUARE FOOT
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2-S UNLESS 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
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT,
UFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECT10N AND
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE:
OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
*FILL
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. ALL MANUR HOLES
PRESSURE
PRESSURE
A
FIL-9174.10 R11
9100 CHO 16080
WAYNE DALTON
N/A
5/16'X 1-5/8' LAG SCREW AT EA. JAMB BRACKET
DR.= +28.5 PSF
+39.2 PSF -43.7 PSF
8!-T DOOR HGT. = 5 BRACKETS EA. SIDE
-34.8 PSF
B
FL 17499.1
(2) SH 25
MI WINDOWS & DRS
SGLIMPACT
311V TAPODNS W/ 1-1/4' MIN EMBED
D.P,= +29.9 PSF
+55.0 PSF -55.0 PSIF
FIL 15349.6
W/ F.G. ABV.
0 10' O/C MAX. SPACING & 2' FROM EDGE
-32.7 PSF
+60.0 pSF _60,0 pSF
C
FIL 17499.1
SH 15
MI WINDOWS & DRS
SGILIMPACT
3/16- TAPODNS W1 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
FL 15349.6
W/ F.G. ABV.
0 10' O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF 1+60.0
PSF -60.0 PSF
D
FL-7630.2
3080 DR W1
THERMA TRU
N/A
1/4' TAPCONS W1 1-1/4' MIN. EMBED CORNERS o
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
SIDELITE
B' & 14' O/C MAX. SPACING.
-34.8 PSF
E
FIL 15349.6
4624 ARCHED FO
MI WINDOWS & DRS
SGILIMPACT
3/16- TAPCONS W/ 1-11r MIN EMBED
OR.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAPCONS W1 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
-34.8 PSF
G
FL 15349.6
51020 TRANSOM
MI WINDOWS & DRS
SGIL IMPACT
3/15* TAPOONS W/ 1-11e MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-44.8 PSF
H
FIL 17499.1
SH H33
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.- +33.5 PSF
+55.0 PSF -55.0 PSF
0 10* O/C MAX. SPACING & 2" FROM EDGE
-36.3 PSF
I
FIL 17499.1
(2) SH 35
MI WINDOWS & DRS
SGIL 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
-36.3 PSF
J
FL-7630.1
2880 SGIL UTE DR
THERMA TRU
SGIL IMPACT
1/4' TAPCONS W1 1-ile MIN. EMBED CORNERS o
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
6' & IV O/C MAX. SPACING.
-41.7 PSF
K
FL 16133.2
12080 SGD
MI WINDOWS & DRS
SGL IMPACT
3/16' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +28.5 PSF
+55.0 PSF -55.0 PSF
0 1V O/C MAX. SPACING
-31.3 PSF
L
FIL 15349.6
12014 TRANSOM
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPCONS W/ 1-1/9 MIN EMBED
DR.= +31.9 PSF
+60.0 FSF -60.0 PSF
ECAJAL SPACING & 3' FROM EDGE
-34.8 PSF
M
FL-7630.1
i5o SGLLITE DR
THERMA TRU
SGIL 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.
-34.8 PSF
N
FL 17499.1
SH 26
MI WINDOWS & DRS
SGIL IMPACT
3/16" TAPCONS W1 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
-34.8 PSF
0
FL 1SM9.6
3214 TRANSOM
MI WINDOWS & DRS
SGIL IMPACT
3/16' TAPCONS W1 1-1/4' MIN DABED
D.P.= +33.5 PSF
+60,0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
P
Fl. 17+99.1
SH 36
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPOONS W1 1-1/4' MIN EMBED
DR.= +31.9 PSF
+55.0 PSF -55.0 PSF
0 1(f O/C MAX SPACING & r FROM EDGE
-34.8 PSF
0
FIL 15349.6
4614 TRANSOM
MI WINDOWS & DRS
SGIL IMPACT
3/16- TARCONS W/ 1-1/4' MIN EMBED
D.P.= +33.5 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3* FROM EDGE
-36.3 PSF
R
FL-7630.1
21130 SOL LITE DR
THERMA TRU
SGIL IMPACT
1/4! TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+50.0 PSF -50.0 PSF
5' & le O/C MAX. SPACING.
-41.7 PSF
S
FIL 17499.1
SH H33
MI WINDOWS & DRS
SGIL IMPACT
3/16- TAPODNS W/ 1-1/4- MIN EMBED
D.P.= +33.5 PSF
+55.0 PSF -55.0 PSF
0 10- O/C MAX. SPACING & 2- FROM EDGE
-36.3 PSF
T
FL 17499.1
SH 35
MI WINDOWS & DRS
SGIL IMPACT
3/16" TAPOONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
T5_5.0 PSF -55.0 PSF
0 10' O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
U
FIL 17499.1
SH 35
MI WINDOWS & DRS
SGL IMPACT
3/16- TAIRCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+55.0 PSF -55.0 PSF
I
I
1
0 IT O/C MAX. SPACING & 2' FROM EDGE
-34.8 PSF
V
FL 17499.1
SH 23
WINDOWS & DRSI
SGIL IMPACT
311V TAPCONS W1 1-11r MIN EMBED
DR.= +33.5 PSF
1+55.0 PSF -55.0 PSF
1
IMI
0 10' O/C MAX. SPACING & 2' FROM EDGE
-36.3 PSF
I
W
FIL 17499.1
SH 35
WINDOWS & DRSI
SGILIMPACT
3 TAPCONS W/ 1-1/4' MIN EMBED
R P.= +31.9 PSF
+55.0
I
IMI
1�10
1 0 0 /C MAX. SPACING & 2- FROM EDGE
_34.8 PSF
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 PROMDE
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH 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 OR BETTER. AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED
PLUMBING NOTES
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" D.C.
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2- GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WTH 1- LONG
3. REINFORCING STEEIL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12- O/C MAX.
1. ALL PLUMBING FIXTURES SHAU_ BE INSTALLED IN ACCORDANCE NTH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH OTHE MANUAL OF
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 PRAC710E FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4- O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERUNES UNLESS
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/40 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.
FRAMING MEMBERS W1 NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
5. ADEQUATE VERTCAL AND HORIZONTAL SHORING SHALL BE PROMDED TO SAFELY SUPPORT
INT) HORIZONTAL WOOD FRAMING MEMBERS, AND 31e PENETRAIION INTO VERTICAL WOOD
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0* FROM ROOF JACKS.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
5. FILL PLACED WITHIN V-10" OF THE CONSTRUCT10N 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 SENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF IT BEAM AS REQUIRED AT WINDOW AND
MEN RIB LATH IS INSTALLED. SHEATHI% 14 GAUGE STAPLES 1- LEG, 7/16' CRON METAL
MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES $HAUL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DOOR BEAMS (28- MAK) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 13'.
USED FOR SOFFITS OR CEILINGS
S. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
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
15. PNEUMATIC FASTENERS SYSTEM TO BE HIL71-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFICIAL
D'OWELS AS VERTICAL BARS ABOVE.
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOIJNDA11ONS AND FOOTINGS SHALL BE 2500 PSI MIN.
S. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROMDE 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 PROBABIU11ES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(l).
REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2014 5TH 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 ON BAR USTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE
STEEL NOTES
GARAGE NOTES
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(l).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLD WOOD
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
PRODUCT
MODEL If
MANUF.
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
FI_ 15353.3-R2
MAX. 104-1/4' HORIZ.
MI WINDOWS
& DOORS
1/4' TAPOONS W/ 1-1/4' MIN EMBED
FASTENERS PER CUP TOP & BTM.
37.7 PSF
-54.0 PSF -54.0 PSF
FIL 15353.4-R2
MAX. 83" VERT,
ROOFING
NOA NO. 16-0314-M
EAGLE ROOFING
(2) 10d RING SHANK NALS
-83A psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
I
SIDING
STUCCO
N/A
N/A
N/A
_N/A
2" RING SHANK ATTACHED TO UNDERSIDE OF TRUSS
SOFFIT
STUCCO
N/A
SPACED 0 EVERY HI RIB (4- O/C) W/ 1-3/4' EMBED.
N/A
N/A
PER NAIL
PROPOSED SINGLE FAMILY RESIDENCE BY:
`ES
G ILL"FJ11 0 H O'n
CONCEALED FASTENERS Oil AT, ACHMIEN IS
ARE THE RESPONSIBILITY OF THE 170 �00 7 (e
CONTRACTOR OF RECORD §f.. "ets COLN'Tv tiol-TILPENC
kfytt
,jV ED yo R g".,4�NCl
THESE PLANS ANDALL PROPOSED WORK
ARE SUBJECTTO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
,TERMITE TREATMENT REQUIRED
AVALON
LOT 07
MEADOWOOD
COPYRIGHT 2017
TYPICAL "MI" WINDOWS
F
co 0 co
SH 15 SH 25 SH 35
M.O. 20 1/8' M.O. 3a* M.O. 54 1/8"
1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOAJ
P.T. WOOD BUCK P.T. WOOD BUI
3 8.1 70" 38"
SH 35
IMIN/0%
TYP. BAY WINDOW iN,12
U FACTORS AND SIHGC COMPLIANCE
WITH FBC ENERGY, CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
TERMITE TREATMENT REQUIRED
FABRICATION AND ERECT10N OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS 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-36 LESS THAN V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 1 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 E7OXX. 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 r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE
LOCATION
GROUND FLOOR
LK
40
XAD
50
PARTIN
10
MTL
100
DRAWING INDEX
C-1 COVER SHEET
A-1 FOUNDAT10N PLAN
A *% PLA
SECOND FLOOR 40 15 10 65
ROOF 30 18 0 48
ATTIC 20 10 0 30
sk
A-r ri F KIN
I`LTIMATE WIND SPEED = 160 m.p.h
DING RISK CATEGORY = 11
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NOL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-10. 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
FEN
N NON
L25;0
SH H35 I v 2x P.T.
WOOD BUCK
SHOWN TYP.
71411
a
I
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. 77 1/20 W
X 98 1/7" H X 98 1 T H X 98 1 /0' H X 98 1 /9' H X 98 31e H
OF SLAB F SLAB EDGE OF SLAB EDGE OF SLAB-
121 FaIL
IN,EDGE OF SLAEIQ
_1J
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 24 51e BOARD OR Id.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY 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
(# �DLJTAIEL
S'AL
SCALE
DETAIL
SCALE
SECT10N
SCALE
-Ilk
0 � SECTION
SCALE
A( �INTERIOR ELEV.
# SC
SCALE
7B--, BEAM /L
A# ON
P4
C� /SORTH ARROW
A-4
SECTIONS '
A-5
S L PIL
PL
LN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
4 2 INTERIOR
4(s� ELEVATION
3
.10
COLUMN LABEL
FOOTING LABEL
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
lei
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
ffffffflffg�I
BREAK LINE _l$ Eff
GRAPHIC SCALE mko,-o- nN. FL. SLAB
qp1__
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCT10N
BEAM HOGHT CHANGE
FLOOR ELEVATION
uj
9 Lu
ui LIJ
w
<
z
A
z
z
<
z
<
0
;p
z
0
cl
4
.0 U)
-0 :3 C) 'm Ln
CIL) -0 U CL) cl) W_
,--o U)
cii ro
n C
Ln
C=
cm Ln
CD a) .- 7i.-,
> o -0 an)
1-j 2 = (1) -0
CL ro
�5
E 0-0-
W 0 4.E;
E E
E o
t a
" :3
cu cr -ra
> w E
_EP 6 - 0
=3 ch aj
�n cu c,
cu F za =
-12 'n = cun
fu m La
CL)
_0
z
0
Q E
0
0 LO
E
0
oU _c
co 0
U _c
u 6
rn
Lu
c C:)
0
Lo
cl
CN
0
L
_11
2f
C)
u
0
10
0
Lu
u
I
0
j
Lf)
= 1,
COVER SHEET
C-1
74
MW m 07
FIBERMESH OR
V)
FIBERMESH
WELDED WIRE MESH
OR W. W. M.
SEE FOUN NOTES
1-15 CONE
F0017NG REBAR
3- MIN. COVER 10
I Co
SEE F0077NG SCHED.
THICKENED EDGE #1
A
41
4
TYP. EXTERIOR CONT.
MONOLITHIC FOOTING
WOOD POST, FIBERMESH OR
SEE FRAMING PLAN WELDED WIRE
PAD REBAR
SEE FOOTING SCHED.
EDGE BARS ALWAYS
REMAIN. SPACE
OTHERS EQUALLY.
S
�A
SEE SCHEDULE
I
111�'MONOLITHIC PA
CONC.
COLUMN
MATCHING DOWELS
48 BAR DIAL MIN.
GRADE WISTD. HOOKS
PAD REBAR
;EQ. -EQ. SEE F007ING SCHEDULE
EDGE BARS ALWAYS
SEE SCHED. REMAIN, SPACE 07HERS
EQUALLY
n7 ISOLATED PAD
8. MATCHING DOWELS FOR
COLUMNS 48 BAR DIA.
L+-IMIN. WISTD. HOOKS
.0
A ;'.&l
FIBERMESH
OR W. W.M.
-FOOTING REBAR
SEE FOOTING SCHED.
,OMIT CENTER BAR WHEN
?ONLY (2) REOD.
EXT. CONT. MONOLITHIC
48 BAR D1A. SPLICE/
48 BAR DIA. SPUCE
m
m
tuu� I m
0
m
8"x8" PRECAST
LINTEL. SEE LINTEL
S EE BEAM SCHEDULE
SHOP DWGS.
FOR REINFORCEMENT
48
BAR DIA. S
ICE
FILL COLUMNS
m
m
AND LINTEL SOLID
#1 GROUT
8"x8" FILLED
CELLS W1 1,95
VERT (TYP-T
TYPICAL DETAIL
LINTEL ON COLUMN
FILL COLUMNS
CELLS
SOLID 8"x8" FILLED
W/ PEA
GRAVEI ('()N(,RFTE SEE PLAN AND
COLUMN
SCHEDULE FOR REINF.
TYPICAL DETAIL
BEAM HEIGHT CHANGE
FOOTING SCHEDULE
MARK
SIZE (WxD)
REINFORCING
DESCRIPTION
DETAIL
NO.
F-1
204 x 18" X CONE
W12 #5 CONE
EXTERIOR MONOLITHIC
F-2
20" x 18' X CONE
W12 0 CONE
EXTERIOR MONOL17141C
@ RECESS
J8
F-3
2'-6" x 2'-6' x 12'
W13 #5 E W. B IM.
PAD 0 INTERIOR
WOOD POST
6
F-4
3l-0" x 3'-0" x 12"
#11 5S 012- O.C. EW. B TM.
ISOLATED PAD
7
TE-1
10" x OP x CONE
#11J5 CONE
THICKENED EDGE
AT DROP
34
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIP71ON
CONC. BLK. #11 FULLY GROUTED CELL Wll-15 VERT.
8X8
AT 6'-0- 01C MAX AND AT EVERY CORNER AND
C-1
BLOCK
B07H SIDES OF ANY OPENING MORE THAN 6'-0" WIDE
8x16
CONC. BLOCK W12 FULLY GROUTED CELLS W11-J5 VERT. EACH CELL
C-2
BLOCK
AS LOCATED ON PLANS
8x12
C-3
BLOCK
CONC, BLOCK IN FULLY GROUTED CELL #11-#5 VERT
IRREGULAR
45' MITERED CONC. BLOCK IN FULLY
C-4
BLOCK
GROUTED CELLS #12-15 VERT
4"X40
C-5
WOOD POST
PROVIDE BASE AND CAP AS N07ED ON DETAILS
CONC. POURED FILLED -
CELL W/ STL. PER PLAN
DOWELL & EPDXY (1) #5
REBAR INTO SLAB @
FILLED CELL LOCATION W/
4" MIN. EMBED. INTO SLAB
TYP. HOLLOW
MASONRY BLOCK
RUNNING BOND
PER PLAN
A: T
CONC. SLAB &
MONOLITHIC
FOUNDATION
PER PLAN
MISSED COLUMN
STL. DETAIL
t2
7
60'-0"
15-4- 2'-6- 6'-10 1/2" S-7 1/2' j
5--g- 6'-7- S-o"
SH �33
HEAD 0 8'-0"
4 STEP
e- SH 36 W
FG 18" HIGH
FG ABV I
6- A
n m N ok/
6E- 6" SHOWER .4
t7 I '� /&
RECESS (2
(Z4
FORM SHOWER PAN
1 1/2' LARGER ON ALL
SIDES THAN ACTUAL
FINISHED DIMS.
SHOWN HERE
SUPPLY U G COND
4" STEP
C5
=IE- I
-10-11, 2'-10- S-8-
UNDER SLAB
CONDENSATE LINE
22'-0"
V I
CONIC. PAD SLOPE 2"
FOR POWER TO ISLAND
E91 0 1
0
r1- 9�17 -
I f 01
LLL-��
06 cd ai cd 0� cd
old cd ccs Q� cd C'i
cs� C5 cs
44)
16'-0*
(2) SF 35
HEAD 0 8'-0"
Sol
F
,�4" STEP
0
12080 SGD
W/ 12016 FG. ABV. (4 Pk EL)
HEAD 0 10'-0" -� 0
7
COVERED
RECPT
$ O�-00 FIN. FLOOR SLAB
NOTE:
ALL COLUMNS ARE C1 U.N.O.
F -- T--]
I-L-4 -4 . 11 F- I . I
-jLL -J�
—F - — — — — — — -
(2) SH 25
4'-0'
W ARCI ED
qD FG AB( VE
8" W X 5-h" D RECESS
FOR PAVERS (FOOTING
DEPTH MEASURED FROM
BOTTOM OF RECESS) W/
6" W X 3/4- D RECESS
BEHIND (SLOPED)
22'-0"
FIL
mi
so
U
SH
HEAD
35
7'-0'
S1
;TEP
p 0
FOO �
R
F
OTE
0 C
COL.
FIVT.O.B.B.
PLB TO.B.B.
S-8-
3'-10'
11'-4"
2'-1 0.
2'-1 0.
1 '_4
3 1-10.
7'-6-
8'-4-
7'-6-
23'-4"
IS
! 5 F-
F3 L
L -i
26'-2"
FORM SHOWER PAN
1 1/2' LARGER ON ALL
SIDES THAN ACTUAL
FINISHED DIMS.
SHOWN HERE
3080DR W/
SIDELITE & ARCHED
FG TRANSOM ABV 6" SHOWER
0 c
3.
4
w F -1,
8 win all
=WN SH
a . OR 48,81 41 1 HEAD 0 7'
TEP CUT
F4 I FOOTE R
0 Co..
4'-6-
cd cd cd Q� 'xi cii
Q� C6 cd C4 cd 06
C3
2'-0'
4'-7- E-0. . 6'-6- 2'-0" 2'-e sl
EXTEND IjDIG/(_�EEP RECGES1 4-
PAST OPENIN Typ.
FINISH EDGE OF NCRETE
SS.
AT REC�Eo TYP.
6'-7-
60'
1o'-6'
15'-D"
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT 09-26-17
LLJ
LLJ
Lu
z<
z
0,
z
0 <
z
0
0
cn Fu
Z5
& & cii 83� Eo
=3
-0 0 -m
W
_0 Ln
W > 0
0 aj
"Ll
2— 20
.2
E
0
OJ 0 =m 2-
E E o- o
.2 E o
E
A a E
>j asr 'cs 'u
C:) " -
ir:3 0
=3 cn t ED =
u') ' cu ir, 0
Lij a) E (D
-c3
ca-
M-
z
0
5'-4-
Ln
v, E
0
'V-5
F2
-c
0
u u -c
6
C/)
LLJ
2 tao C:)
C:)
UT.-
lain
04
0
1w
OR
cd
ad
C'i
rd
I
u-
C)
0 u
>- 0 Lu
C:) o U
0 LU
—j
1/4" = l'-O" U.N.O.
FOUNDATION
PLAN
A-1
MW 07
PROJECT LOG
ISSUED FOR START 08-29-17
ISSUED FOR PERMIT _F09 26-17
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
- ALL SWITCHES TO BE DECO
CALCULATIONS
TO TA L UIA 2388 S.F.
COVERED ENTRY 73 S. F.
COVERED LANAI 226 S.F.
GARAGE 581 S.F.
TOTAL AREA 3268 S.F.
ADDITIONAL NOTES;
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0' IN OTHER LOCATIONS.
1 IMPACT WNDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS
GARAGE CEILING
(4) 2x4 METAL STUD
FLOOR RO CEILING
0
ui
GARAGE FLOOR
ELECT. PANEL CHASE
6'-6-
112-1
AC CONIC. PAD DETAIL
N.T.S.
i.
WASHER DRYER
28-1/2' SPACE DRYER VENT
DRYER VENT LOCATION
FRONT VIEW
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.
GYPSUM BOARD MATERIALS SHALL
BE IN ACCORDANCE WITH FBC 2014 R702.3.1 AND
COMPLY WITH ASTM STANDARDS
GYPSUM BOARD BACKER FOR CERAMIC TILE
MATERIALS SHALL BE IN ACCORDANCE WITH FBC 2014
R702,4 AND COMPLY WITH ASTM STANDARDS
HIM
�v
17 1-10. 101-611 16'-0"
2'-6- 6'-10 1/2" 3'-7 1/2' 8.-0. B.-O.
HB (2) Sl- 35
(EGRE SS)
0
SH 1133(D
Q 3v.
SH 36 (TEMP@A
r-- — — — — — — — — ---
2880
C W/ 16' HIGH Nw.
CABANA =E FG ABV SGL LITE
COVERED
4'W�lj 2'-8 5' 1. '3 6'
OOABV. LANAI
ll'-4" CLG.
28280 ONBLW. (ABV MAIN SLAB MASTER
SUITE
NOOK PAVERS 6, \
-9 1)�.
ll'-4" CLG. L 9'-4p'/10'-4- CLG.
M 2 L
7 IT- 2680 12080 SGD (4 PANELS) K \ E LW.
,l cm L s-o" Lel, 10'-2" SGL LITE W 16" HIGH FC TRANSOM AjV(D
FLAT ARCH
BEDROOM 3 SPRING 0 8'-0" 1 2'-10 1/2" 13'-9 1/2" K;_ 10'-8"
9'-4" CLG. TOP 0 8'-8" 2'-0
_T_
12'-0" 5-6 5'-6- T4' 17'-4"
m
GREAT ROOM FLAT ARCH
170
� = SPRING 8,-0,
0 U z ll'-4" CLG.
Top 0 '-1
12'-0"
ISLAND
WALL KIT DW �4
2680
OVEN
ll'-4pp CLG.
4-8 3'-L8'
7
REF HIS HERS-,
5!-
BEDROOM 2
9'-4" CLG.
2680
NICHE��
ftl'-5" Ll -5" L 2'-)" 4' 8 S-13" 8' 5-11"
7 - — - — - — - — - — - — - — - — - — - — -
FLAT ARCH 8.7 ri-21 4' 2' U,
SPRING 0 91-011
TOP @ 10'-6*
FLAT ARCH
b
L — — —
SPRING 0 8'-0'
6'-2- 4' TOP 0 8'-8'
X'
io'-o*
T
L F
6080 BP ROUGH 7IN 0
FOYER
LINEN UTIL.
iAllj) 2680
'4- ' _8
N 4' 5-8
.7 H S
8 3' 2=6807
j,2 4'
12'-4* CLG.
5 SH
!ft
L
OPT D 11 �;PT DINING -1 1 3080 DR W/
:2 SIDELITE & ARCHED
ll'-4" CLG. 0
azT I -, 1
91-8. FG TRANSOM ABV BATH o
w - wre6l "1 8' 16 '
46 Tm_ I J�"N g'-4" CLGj -1 L
BATH 2
DEA V.
R8_ �V '-6- 1 io'-
4' lip-o" 8 4 F \4�-B/
LINEN BLW
5 SH (D L OM
0 0 MECH PAVERSJ V 'TY SHWR
8. T 7'-0' 4'-0" Ev )H 0 6 AF
COVERED ZHMWR
9p
GARAGE SEPARATION m
REQUIREMENTS PER 302.6 a Ems' tall 4�(�P
I E�TRY
I _att _"�
L R-11 BATT INSULAT10N FOR DEMISING 4!-0- 25
12 14' '0" CLG
WALL PER ECALCS W/ )2 S AFG ABV.
I =1
2i7x54 (ABV ;AIN SLAB)
PULL DN STAIR
L __�I�W. LT _j 0 MIN. SOLID CORE 11 jl_��(TEMP)j �r I I
DOOR W/ RABBITTED UtibUUK
JAMB OVERSIZED 48nW)E x 18" DEEP
-R9TH57RlMT_ FUB D 7CK
AND SELF -CLOSING
HINGES 4 1-6.
ATTACH P.T. 2X8 cd 06 cd Cd ad cd cd
ABV. GARAGE DOOR--\ cd aj Qi 06 cd C6 cd cd cd cd
C4 cd ci d c5 d cs 'zi
W/ 3/16'X3" TAPCONS 8.
8. (zi cs
22P-O" 0 R" n r. ';TA(,C,F rn
2'-0'
2 CAR GARAGE
2 -10" 1'-4-
A
6'-7- 4'-7- 2'-0' 6'-6- 2'-0" 2'-e 8'-4- V-4*
umnmuL omvvin �wml
STUCCO FINISH AT EXTERIOR
MASONRY WALLS. STUCCO TO
STOP @INTERIOR DRYWALL
HOSE
- BIBB
CHASE 22'-0"
1 L — — — — — —
wlfo'� mm
2'-10'
6'-7"
4'�7'
15-0"
zi
b
ui
Lu
LL,
D
<.
Ld
Z
z
z
0 <
0
cl
z
0
0
Co:)-
_E
cn
-U5
w
u)
CL)
-0
_0
U
cu
-0
(1)
4
(@
mo
&
_�n
(3j
>
0
Poj
- LIJ
-Fa
aj
u
C)
QJ
4(t
_C3
0
-0
e
i>
E
0
Q'j
10
0
4.:5
u
E
E
0
.2
E
2
o
-p
In-
u
E
'S
ju
�
a>j
0=
-2
Ew
_E?
o
_p
0
Ld
0
0
C)
Lu
(D
E
Ln
E
u
m
ca_
ru
-0
-C3
aj
_0
_I-_
cu
0-
U)
0
0 u
0 Lu
u
cz:) 0
0 _j
FL <
0 Lu
--i I �: I U)
1/4" V-0" U.N.O.
FLOOR PLAN
A-2
/ 1149111"
0 M W ol
ATTIC VENT CALCULATION: (SQ IN)
ATTIC AREA CALCULATED 0 3268 (ISQ.FT.) x 144 = 470,592 SO IN.
150 = 3,137 SQ. IN. REQUIRED NET VENT AREA
15 SQ IN. PER LINEAR FT. (257 ;_F) VENT = 3,855 SQ. IN. TOTAL
NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 77LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 31 FELT TIN TAGGED
TO EXT. GRADE Pil SHEA7HING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
PRE-ENG. WOOD ROOF TRUSSES
024" OIC TYPICAL
WIAPPROVED GALV. TRUSS
ANCHORS EA. END
I$ SEE PLANI ELEV.
GAL V. M 71. DRIP
ON IX2 P. T.
2x8 PAINTED TEXTURED
SPRUCE FASCIA
CEMEN77TOUS FINISH ON METAL LATH ATTACHED
2x4 LEDGER BOARD
W1 3" CON nNUOUS ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORATIVE
CEMEN71TOUS FINISH
OVER 8" CONC. BLOCK
R 4.1 FI-FOIL BETWEEN STUDS
$ O�-Oi` FIN. FL. SLAB
12
6 1�
INSULA 71ON
PER ENERGY CALC.
�-RA T RUNS PER
0. TRUSS MANF.
5/8- DRYWALL OR 112- "TOUGHROW
(OR EQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
5
U
F
If
12'-0' CONT. 8"XI60 MASONRY BOND BEAM
#1115 CONT. TOP & BOT. - FILL III CONC.
CONT. METAL POUR STOP
W
1P. O.H.
C�
112" DRYWALL
X
7IX2 P. T. FURRING 0 24- OIC
E X
XTERIOR BLOCK WALL TO BE
WOOD BASE
MONO. CONC, F007ING
SEE FOUNDA71ON PLAN
FOR NOTES & DETAILS
L�i
I r=
A
11
I
rLi
1=�j I
l�:
'I
TYPICAL WALL SECTION
314' = 10�
Product Submittal Sheet
vinylcorp corn i
1 7Ah P j-e
Car,w�k�ein Di,tricll Buoirg Syctkln� �,.0 "a"! ! ord� "166
Soffit Vents (One Piece)
Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &, plaster.
1/2'
DRYWALL
GS58-300V 1 518" 1 3" wide vent (one piece) 5" overall width, perforated flanges 1 15
31 Soffit Vents -Continuous one-piece Soffit Ventw,fln reinforcing note key intostucco &, piaster VautClips are provided to connect Soffil
I asset In alignment
Vent area 15 square inches per lineal ft
Caulk all resections buttjoints ends and corners at time of installation
TYPICAL INSTALLATION
,. WINDOW ASSEMBLY
AS REQUIRED
MANUFACTURER
MARBLE SILL-\ CAULK
CAULK SEAM AT
OW I S LL,
4 A WINDOW INSTALL,
_W[RiAR OR :.
o. GROUT AV.
A
'A
4
N A.
4
*CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2014 703.8
SHER-CRETE
FLEXIBLE CONCRETE
WATER PROOF - SMOOTH
A5-200 SERIES
SHERWIN WILLIAMS MANUFACTURER
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
SET SILL IN FULL
A ,-MORTAR BED AND HEAD JOINT
STUCCO OR
'0 DECORATIVE
CEMENTITIOUS COATING
4
A
4. �3/4- FURRING TO 4
MASONRY WALL a" C M U
4 A
CAST-CRETE PRECAST SILL DETAIL
SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION
34.8 PSF 32.7 PSF STUCCO BAND, TYP. -36.3 PSF"" 34.8 PSF CEMENTIT55S FINISH, TYP.
G) D.P,= +31.9 PSF BLW. FOR WALLS
-34.8 PSF
FRONT ELEVATION - CLASSIC
a = l
FOR
0 IN
W-I F01
n IN
F-M-11
D.P.= +28.5 PSF
0 -34.8 PSF
FIXED
5-10"
DR.= +33 ' 5 PSF
@ -44.8 PSF
ISO
DR.= +33.5 PSF
- 36.3 PSF
a = 6'-0"
12
6
RIGHT SIDE ELEVATION- CLASSIC
DR.= +29.9 PSF D.P.= +31.9 PSF DR.= +28.5 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF
-36.3 PSF 0 -41.7 PSF -31.3 PSF -34.8 PSF -34.8 PSIF -34.8 PSF 0 -41.7 PSF REAR ELEVATION
(AROUND CORNER) (AROUND CORNER)
LIN. FL. SLABA91-1,
1Wq
0' 0" FIN. FL. SLABgd--'\
14'-0" T.O.B,B.
12'-0" T.O.B.B.
11'-4" T.O.B.B.
9'-4" T.O.B.B.
0'-0" RN. FLOOR SLAB
PROJECT LOG
TSSUED FOR START _�01-29-17
9
09_ I
ISSUED FOR PERMIT 09-26-17
Uj
LLj
_j
_j
z
D
z
on
mi
ve
de
<
0
z
do
0 <
z0
0
0
17 Ing C:)
0-0
-Z, JI
fa = 'l
" rMa ro
C
0
=3 CD 2 =5
-0 0
I
E
C) M
z
0 Gj
> 10
cu -0
-8
Z'
E 0 CID cc
C� 4,� Iz
Q) 0
E E 0"
E U
E an)
;C;.1 'Si E
_EP 6 r, 0
U)
V�' 03 Lun
di Cut E :'5
0 Y1 U)
2f
_0
Ll
0
U
LLJ
C�
U
M
<
0
__j
Lu
Ln
1/4" 1'-0" U.N.O.
ELEVATIONS
A-3
File Copy
0 ?--MW 07
11t
PROJECT LOG
ISSUED FOR START 1 08-29-17
ISSUED FOR PERMIT 109-26-17
D.P.= +31.9 PSF D.P.= +31.9 PSF
0 -34.8 PSF G) -34.8 PSF
CEMENTTOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
12
6 [��'
ini IN FOR I- ON IS
1=1101 FOR 10110
FOR I im 0 iml m Im
GARAGE BEYOND
CONIC. COLUMN
WEATHER STRIPPING
B Do
Y OOR MANE
7 GARAGE DOOR
GALV. STL. VERT. TRACK
BY MANE FASTENED TO
TRACK BRACKETS #1
114�-20xllf CARRIAGE
BOLTS & LOCK NUTS
GALV. STL. TRACK
BRACKETS FASTENED
TO WOOD JAMB W1
3116'xl-114- LAG SCREWS
—2x8 P.T ATTACHED TO
IANU.'S YEWD OF #1518- WEDGE
TFACHMENT SHAU ANCHORS @ 2'-0' OIC VERT
REVA& WHEN SURMIM
V COWPLE INS7RUC77ONS (6- MAX. FROM ENDS) AND
2" FROM INSIDE EDGE OF 2X8
JAMB DETAIL (GAUGE DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
REQUIRED, ADD (1) J" 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.
cov.
D.P.= +33.5 PSF
0 -36.3 PSIF
ALUMINUM FRAME, FASTEN
TO STRUCTURE THRU BUCK
W/ �/16" TAPCON SCREWS
0 12 O/C. MIN. 1-1/4� El
PERIMETER SEALANT
.lk— STUCCO FINISH
k—CONC. OR MASONRY
lx2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARDENED
COIL NAILS AT 12' O/C.
MAX.
DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
OBSCURE
D.P.= +33.5 PSIF
(D -36.3 PSF
OPENING
TO DINING
ROOM
LOW WALL
lx2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W/
1-1/2" CASE HARDENED CO
NAILS AT 12" O/C. MAX.
CONIC. OR MASONRY
... . � % /U�o -
LDRYWALL BOARD
C CAULKING
r�—AALUMINUM FRAME, FASTEN
T
TO STRUCTURE THRU BUCK
W/ �/16- TAPCON SCREWS
0
@ 12 O/C. MIN. 1-1/4' El
ERIMETER SEALANT
STUCCO FINISH
HEAD DETAIL (WINDOW)
WINDOW ATTACHED ACCORDING TO FIBC 1707.4.4.2
14'-Om T.O.G.B.A
mu-
ll'-4"T.O.B.B.gd--,.
lo'-8" T.O.B.B.
W-40 T.O.B.B.Z
11-F
0'-0" FIN. FL. SLAB
— — +__ — — + i��v
LEFT SIDE ELEVATION - CLASSIC
PRE ENGINEERED WD. TRUSSES
24" O/C TYPICAL
R-19 INSULATION AT ALL VERTICAL
KNEEWALL LOCATIONS PER ENERGY CALCS
rR-30 INSULATON AT AIR CONDITIONED -
CEILING LOCATIONS
b
GREAT�ROONI
—STUCCO FINISH
—PERIMETER SEALANT
IFCONC. OR MASONRY
lx6 P.T. BUCK SET IN
SEALANT AND NAILED
W/1-1/2' CASE HARC
, COIL NAILS AT 12" OY
DRYWALL BOARD
CAULKING
DOOR FRAME
FASTEN TO BUCK W/
(2) 3/16"x2-1/2" TAI
SCREWS 0 2'-0" O/C
JAMB/HEAD DETAIL (S.G.D.)
ALUMINUM FRAME --/-D OR FRAME FASTEN
S 'R �'R A M�
"�6U 0
ECURE FRAME TO SILL To BUCK W/(2) 3/16*x
Co - /2" TAPCON
WITH SILICONE 2 1
— UL SCREWS 0 2'-0" O/C
CAULKING
FLOOR COVERING
b .70
0
00
"Cf.
.0
o0o 'o x, d�
0
PRECAST OR POURED
SILL W/ 1 #5 BAR GROUT BED
PERIMETER SEALANT CONCRETE SLAB
SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRE[) AS NOTED PER PLAN.
12
6
ftl
i
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MAN'F.
(MAX. 8' O.C)
D.P.= +31.9 PSF
rR� -41.7 PSF
BUILDING SECTYON A -A
CONC. OR MASONRY
2x6 P.T. BUCK RIPPED
TO WIDTH OF DOOR JAM
SET IN SEALANT FASTEN
#1114" DIAL x 3-114"
TAPCONS 30 FROM EE
P000 'P4 AND 6- OIC MAX
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W1
(2) J6 GALV. x 2"
SCREWS @ 2�-V O/C
DOOR TRIM
—PERIMETER SEALANT
— STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK &
FASTENED TO SILL W/
#8 x 1 1/2" SCREWS
a 18. O/C
PERIMETER SEALANT
FLOOR COVERING
CONC. FLOOR SLAB
PERIMETER SEALANT
STUCCO FINISH
SILL DETAIL (DOOR)
14'-0" T.O.B.B. $.
ui
Lu
z
<
z
0
lij
_j
<
<
E
0
z
0
0
0
0
C
_E
0
-0
=3
�5
E
M2
0
m
=
z
CL)
>
0
_0
aj
_0
p
e
'w
'c,
E
E
0-2
o"
E
0
u
E
-Fu
�n
(11
aj
.1
aj
>
0-
w
0
E
-0
=3
o
tm
'F,
aj
CD
ul)
.
-
Ln
b
C)
di
aj
_0
E
15
u
fu
z
0
�*_W'
CD
o U
U
0
C/) c:
Lu 0)
0
m
Fll'kl
Im
C.)
01
cf)
ILL.
0
=D
04
0
0
0
u
0
Lu
C:�
o
0
U
=D
FL
<
_j
0
_j
uJ
Z
F-:
U-)
F-1/4,, = FF U.N.O.
SECTIONS
ELEVATIONS
m
ol
PR03ECT LOG
ISSUED FOR START 108-29-171
ISSUED FOR PERMIT 109-26-171
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
EDGE STRIP DEFINED AS THE LESSER OF IOX
OF LEAST HORIZONTAL DIMENSION OF BUILDING
OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF
LEAST HORIZONTAL DIMENSION OF BUILDING AND
AT LEAST 3 FT.
NOTE: SEE DIAPHRAGM
SCHEDULE FOR ROOF ZONE
NAILING REQUIREMENTS.
EN
0
ROOF ZONE DIAGRAM
0
2�
TC
3
S
WALL HEIGHT CHANGE
T
( 9
813 LBS. MAX.
WALL HEIGHT CHANGE
Uj
Lj
a�
m
w
11112 UBS.
'FTC-2
k-
<
23 SN
1090 LES. MAX.
TC-2
19
734 LBS. MAX.
rc-1
WALL HEIGHT CHANGE
m
WALL HEIGHT CHANGE
0
9'-4" PLATE HT.
10'-8" PLATE HT.
11'-4" PLATE HT.
PLATE HT.
Uj
L�
1�
—j
UJ
:D
<
wz
'm
w
0
z
<
z
0
fu
cn
Sa,
:a 0 -a
cu 2 S,
—0 =3 0 'F, C�L
a) n U
-0 Ln
Oj
E
0 co
3: 03 = Z c) cm Y,
(v 0
Gi -wo
Liu c (D -aoj
CO
E 0
0
aj 0 4:� j—
_ CL
E E 0 -2 0"
E p -p In- U
E -T c)
aj cr w
> w 0 E
-E� 6 z,-
=3 Cn OJ
Ln - b S
QJ
'F,
di E ro
10 'E- U
U ra '0
0- ,
Oj W
-0 Ca.
z
94:1-112
HARMARE: <
=HUS26 HANGERS (QTY. 15) 0 wo
!(�L �
TF =HTU210 HANGERS (QTY. 1) LO
0
0 co
U Y
0
C/) c
LU can)
0
0
r
Indicates Left End Of Truss
On Layout & EnaIneerina Sheets
TRUSS CONNECTOR SCHEDULE
PER
ALLOWABLE UPLIFT
PARALLEL LOAD (172)
PERPEND. LOAD FF1)-
E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
9901
1980 1
JJ5 1
670 f
245
490 #
-
1205 #
2410 1
J35 j
670 1
245 j
490
1/4' x 1-314' WAS.
1225 1
1225 1
1225
-
-
1870 1
2430 1
710 1
1310
270
1215
4) 10d x 1-112'
1530 #
2015-16. 2) BLDR AY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
)NS SHOULD BE I TED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
DIAPHRAGM
SCHEDULE (FASTENING REQUIREMENTS PER R80J.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE I
ZONE 2
ZONE 3
PANEL
FRAA41NG
BOUNDARIES
EDGE
INTER,
EDGE
WIER.
EDGE
INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
8d RING-
8d RWG-
8d RING-
8d RING-
8d RING-
8d RING-
EXPOSURE11 OR EQUAL
24" 01C
SHANK
SHANK
SHAW
SHANK
SHANK
SHANK
SHAW
BLOCKED AS
40,1
SPAN RATING 20
191V
MAX
6- 01C
6 r-O
C
�O
6- 011C
6- 01C
4- C/C
4- 01C
SHOW ON PLAN
APA RATED SHEATHING
8d RING-
8d RING-
8d RING-
NAIL CORNER STUDS
EXT
EXPOSUREI, OR EQUAL
16- OIC
SHAW
SHANK
SHAW
AT 4" 01CMAX-79TICAL
WALL
SPAN RATING 40120
1 19132 1
MAX
1 4" GIC
4' 01C
6' 0/,t
BLOCK FqE EDGES 1,
APA RATED SHEATHING
8d RING-
8d RING-
8d RIW-
IN I.
EXPOSURE 1, OR EQUAL
16' OIC
SHANK
SHAW
SHAW
BL K FREE
WALL
SPAN RATING 32116
15132
MAX
6 - 01C
6" ()/('
190
GE S
611-�-1 /�/� I
U-
C)
0
0
U
0
LU
C:)
0
U
<
—j
0
LIJ
1/4" V-0" U.N. 0.
TRUSS PLAN
we
File C—'1,111
MW = 07
PROJECT LOG
ISSUED FOR START 08-29-1-1
ISSUED FOR PERMIT 09-26-1;
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 Autho6zed 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 VAN" WALL LIGHTS TO
BE 100* A.F.F. U.N.O.
INOTE: ALL EDGE OF SW1TCH PLATES
TO BE NO LESS THAN 4" FROM
OPENINGS
NOTE: PROVIDE ARC
FAULT —INTERRUPTER PROTECTION
FOR ALL DWELLING UNIT BEDROOM
RECEPTACLES. (PER NEC 210-12)_
*NOTE*
- ALL ABOVE COUNTER AND
ISLAND OUTLETS TO BE DECO
- ALL SWITCHES TO BE DECO
ELEC. PANEL "A 1) 200 AMP
CIRC.
DESCRIPTION
POLE
BRKR1
WIRE
1
VA. 1100%
2
AHU HEAT STRIP
2
0 1
9.6
2
12
A/C COMPRESSOR
2
40
8
8
0
0
1
ELECTRIC COOKTOP
2
50
6
10.0
0
1
WALL OVEN
2
L606
50
6
10.0
0
DRYER
2
30
10
5.0
0
—
2
-:FER HEATER
TA
2
25
10
4.5
0
1
WASHER
1
20
12
1.5
0
1
MICROWAVE
1
20
12
r12
1.5
0
1
_�ISHWASHER
1
20
12
1.2
0
1
REFRIGERATOR
1
20
12
1.2
0
3
SMALL APPLIANCE
1
20
LitL
0
1
BATH GFI
1
20
12
1.5
0
14
GEN. LIGHTING
1
15
14
5.9
0
I 'u.. I ...
JSt 10,000 (3t 100% = 10-00
REMAINDER AT 40% = 14.72
��/C_LOAD AT 657 6.24
TOTAL = 30.96 30.96 x 1000/240 = 129 AMPS
(1) SETS OF (3) #410 AING. THWN
IN 2" CONDUIT
200 AMP SERWCE
E:I METCR 'A"
Disc. COM'90 PANEL
0 11, 200 A
518. GDX 10' CU SUPPLEMENTAL GROUND ROD
AND TO ONE REINFORCEING BAR IN
THE FOUNDATION 20'-0" LONG MIN,
ELECTRICAL RISER DIAGRAM
CALCULATION NOTES:
A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD.
B. GENERAL LIGHTING CALCULATED 0 2388 (SQ.FT.) x 3
(WATTS/SQ.FT.) = 7164 / 12 (GEN.LTG.CIR.) = 597 (WATTS/EA.)
C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C
UNITS SHOWN ARE FOR ELEC. CALCS. ONLY.
TION
LJJ
:D
<
z
W
<
z
0
<
0
0
z
0
0
0
ra
O�
ca-
2
=3
C:)
V)
ra
ai
E
5
3:
W
0
ria
-1:3
W
W
7i_1
U
(D
cn_
E
4C�
W
0
W
E
E
0
"0
E
W
0
WO_
0
=3
0
0)
'�D
Cl)
0
U)
0
LU
W
-00
ra
U
U
ra;
®R
z
0
E
0
<
0
3
a)
E
0
-C
100 0
0 u
U _r_
U
6
er% c
wu, CD
u 0
1141, 1
7 5
. 4)
U
0
U-)
0
C%4
3:
0
C'n
C
0
0
C:)
0
12-
0
<
UJ
1/4" = 1'-0" U.N.O.
ELECTRICAL
PLAN
E-1
MW
01
N
AW
— 21
WC
f SHWR
CABANA
KITCHEN
2- M IC
AW
30 LAV co
LAUNDRY
TUB
PLUMBING RISER DIAGRAM
SHIR
1UB
2"
LAV
MASTER BATH
TOTAL AIR VOLUME CUBIC FT.
22288.2
Schedule
Exhaust Fan
Range Vent
Dryer Vent
Rheem Equipment ARI 7943714
5.0 Ton 16 SEER RH1T60
AHU
5.0 Ton 16 SEER RA1660
Cond
5.0 Ton
Job #: Avalon Lot 7
Performed by Skyetec for:
GHO Homes
9619 Knollwood Lane
Fort Pierce, FL 34951
Avalon
Scale: 1 : 137
Page 1
Right-SuiteO Universal 2017
17,0.04 RSU00269
2017-Sep-19 11-58:09
... ons\Skytec\Avalon Lot 7 GL S.rup
PROJECT LOG
ISSUED FOR START 08-29- u
I I BLDG COMMENTS 01/09/IE
Uj
0-
;T
Uj
—j
L Lu
<1
z
S
0
r)
4iG �6
01
=
2 5
On w CL
-0 _,- "
fu E —.!f o= fun (u
in
lu w
w
U w =0 cu
-wo -0 �O
to
E
0
8 -t; 2
OZUEE0126
9 1� -2 -0.
cc i
* -j3 0
U
:3 Cn =0
V) CA, 0
E
0 0
cu
-0 CL
tA
IZ
0
E
C
Ln
E
ce C
0 U C
X
C
C/) 0
LU
wig
a C:
0
X 0
142
0
CS
0
0
0
0
0
1
LU
2:
1/4"
V-0"
U.N.O.
MECHANICY
PLAN
File
M-1
Copy
M W =
ff
Z'
AW 2 .
LAV
GO
2
KIT
KITCHEN
WC
AW
C 2-
3-
2" SHW R
DW 2"
vrR
CAB A NA
AW
Z LT
WIVI
LAUNDRY
2-
TUB
2" VTR
)k
2'
LAV
co
IWC
SHWR
2'
LAV
'j)
2'
TUB
2-
LAV
MASTER BATH
PLUMBING RISER DIAGRAM
TOTAL AIR VOLUME CUBIC FT.
22288.2
Schedule
Exhaust Fan
Range Vent
Dryer Vent
D
Rheem Equipment ARI 7943714
5.0 Ton 16 SEER RH1T60
AHU
5.0 Ton 16 SEER RA1660
Cond
L61 Hn Me
Job #: Avalon Lot 7
Performed by Skyetec for:
GHO Homes
9619 Knollwood Lane
Fort Pierce, FIL 34951
L+ I LA111
4 ", 4.5 ft
Scale: 1 : 137
Page 1
Right-Suite(�) Universal 2017
17.0.04 RSU00269
2017-Sep-19 11:58:09
... ons\Skytec\Avalon Lot 7 GL S.rup
PROJECT LOG
ISSUED FOR START 108-29-17
ISSUED FOR PERMIT 109-26-17
Lj�
0-
LIJ
w
LLJ
Z)
<
W,
z
C)
z
0
Z
_j
<
0
z
0
0
U=)
-5 COL CL -E
Cw
-0
10 E Ln W
(D (Ij 7i.-,
- Ll)
> 0 aj 'E:
U
.Lu tz �3 -o -0 -0
'a -2
E
W CL
E E 0"
E o U
4d E
.Qj C>V sr 'E
-EP 6 --F-a 0
=3 cu
vil aj �u -LD 0
LU aJ E aj
-0
0
U (a
2f 0-
W CU
C,
z
0 E
0
U
Ln a)
r-L
4n 0
b X
0 U
0
-C
U
C/)
U)
a C)
U
L0
C-4
04
C'NNN'
dn
ILL.
0
C:)
V 1
A�
0
3:
CD
0
0
<
_j
0
1
LU
2:1
F.:
Ln
1/4" = V-0" U.N.O.
MECHANICAL
PLAN
Mmi
File Copy
MW = 07