HomeMy WebLinkAboutRevisions; Corrected to Non-impact WindowsOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
PERMIT # 21 d T ' v 1 Dd
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
ADDRESS:
_71a o.5 < gave
a-el-o" i li 4r 210-7 - O/00
r
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
nrrec",j -jo-p NoAI- lmY 4-ce 4yMWQwr
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC051145 ST. LUCIE CO CERT. #:
BUSINESS NAME: GRBK GHO Homes LLC
QUALIFIERS NAME: William Handler
ADDRESS: 590 NW Mercantile Place
CITY: Pt St Lucie STATE: FL ZIP: 34986
PHONE (DAYTIME): 772-773-0075 FAX: 561-688-0909
OWNERBUILDER INFORMATION:
NAME: GRBK GHO St Lucie LLC
ADDRESS:590 NW Mercantile Place
CITY: Port St Lucie
PHONE (DAYTIME: 772-773-0075
ARCHITECT/ENGINEER INFORMATION:
NAME: Donald J Nuelle
ADDRESS: 11634 SW Rowena St
CITY: Port St Lucie
PHONE (DAYTIME): 561-629-6975
SLCCC: 9123109
Revised 06130117
STATE: FL ZIP: 34986
FAX: 561-688-0909.
STATE: FL ZIP:
FAX: N/A
� 7
q
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772) 462-1553
Certification for Design Load Compliance
!, Project Name:/(? !, Project Address_ (?1Ja� C1'd'.�J� (1du!/—�j%,p /��
Permit#:_,2/d ���0 Occupancyrype: yJ T —Construction Type: eli5S
INSTRUCTIONS FOR USE: !!
• This certification must be completed, signed, and sealed by the design professional of record.
'!. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building' permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structuralelements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
!., DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida 2020 Building Code Sixth Edition with 20 N/A Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category:I X II _III IV Exposure Category:_B X C_D
4. Design Wind Velocity 160 mph X ASO LRFD End Zone Width: 6 ft
!, 5. Mean Roof Height 18 ft Roof Pitch: 6 :12 Parapet: N/A ft
!.. 6. Components .& Cladding Design Pressures Used: (PSF; based on 30sgft @ 15'MRH, clearly label on all plan openings):
-19.9, -31.7 . +19.9, -55.1
Zone 1: - Zone 2. Zone 3:
7. Design Loads: Floor: 100 PSF Roof/
Dock: N/A PSF Deck: N/A PSF Stai
8. Were Shear Walls Considered For Structure?
9. Is A Continuous Load Path Provided? X
+19.9, -811.5 Zone 4: +34.6, -37.5 Zone 5: +34.6, -46.3 Garage: +31.9, -34.7
Dead: 12 '. PSF Roof/Live: 30 Balcony: N/A' PSF
rs: N/A PSF Fence: N/A PSF Railings: N/A PSF
A Applicable Explain Why Not:
4:1
le Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed 4o
comply e applRcak2le:tructural portions of the building codes currently adopted and enforced by St. Lucie
Cou -a S rtlfy tha .structural elements depicted on these plans provide adequate resistance to the design
f�specif" d:
Donald J. Nuelle P.E. 52046
Print Name Cert # & Co. Cert Auth.
Nuelle Engineering
Signature;` ate,nd Seal 11634 SW Rowena Street, Port St. Lucie, FI 34987
Company Name &lAddress
Revised 12/07/2018
1 E VISION
FILE G®P
Building Pert
'lanning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Gf-6K (�eo
Owners Name %i I2c laWod�J L&e • Applicant:
Product
Opening, Design
Prom ures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
NEW
Method of Attachment Ic
Windows
+31.9 -34.7
+/-60 /+601-70
MI WINDOWS
FL17499.5/FL17499.10
NONMGAOT
3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 10" O/C
Mullions
37.7
+/-54
MI WINDOWS
FL 15353.8 / FL 15353.9
NONIMF T
1/4"TAPCONS W/1-1/4" MIN. EMBED
Fixed Glass
+33.4 1 -36.3
+/- 60
MI WINDOWS
FL 15349.1
NONiMVAcr
3/16" TAPCONS W/ 1-1/4" MIN. EMBED EQ. SPACING
Block Glass
Skylights
Sliding Glass Doors
+28.41-31.2
+/-55
MI WINDOWS
12080
FL-15332.11
.0.IMPAOT
3/16" TAPCONS W/ 1-1/4" MIN. EMBED @ 12" O/C
Swing Type Doors
+31.9 -34.7
+/-60
THERMA TRU
3080
FL-20468.4
IMPACT
1/4" TAPCONS W/ 1-1/4" MIN. EMBED 14" O/C
French Doors
Garage Doors
+31.9/-34.7
+39.2/-43.7
WAYNEDALTON
9100
FL-9174.10R13
N/A
(2)W8"TITENSCREWS EA. JAMB BRACKET WIi-114"WASHERS&2-3/4"MIN. EMBED.
Hurricane Protection
Roof Ventilation
Roofing Material
_83.4.PSF
-172PSF
EA�-.."ONGPI�D"�Ts
BEL-AIRCONC. TILE
NOA NO. 18-0829.05
N/A
(2) 10d RING SHANK NAILS
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their se in t is structure. ese products provide4deguate istance "he
wind loads and forces specified by current code provisions.
Name: Nuelle Engineering Signature: al
Design prof: Donald'I J. Nuelle Cert.No. 52046 Date: 7/14/2021 -
PROJECT
LOG
ISSUED FOR PRE -CON
_
OS-18-21
ISSUED FOR PERMIT
Ob-15-Z1
PLAN REVISION
07.13-21
GENERAL NOTES
1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION
2. TYPE OF CONSTRUCTION: CUSS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
01.1:lOki WA/e11[11IL0
ABV
ABOVE
EXT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
CLG.
CEILING
GFl
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
CONIC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DBL
DOUBLE
HIPS.
HOOPS
DIA
DIAMETER
HR
HOUR
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
DP
DESIGN PRESSURE
HMHZ
HIGH VELOCITY HURRICANE ZONE
DR.
DOOR
INS.
INSULATION
DW
DISH WASHER
INT.
INTERIOR
E.E.
EACH END
LG.
LONG
ELEC.
ELECTRICAL
UN.
LINEN
ELEV.
ELEVATION
LT.
LIGHT
ES.
EACH SIDE
LT.
LAUNDRY TUB
TLETS
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 1x2 P.T. HORIZONTAL 0 CEILING WALL INTERSECTIONS R 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
OTHER
VERT. MAX. AND All OTHER LOCATIONS PER F.B.C. SECTION
C
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
THESE PLANS WERE
PREPARED
2. MORTAR TYPE M PER ASTM C 270-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
L B
2 ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.
USING THE 2020 FLORIDA BUILDING
CODE 7th EDITION
3. CELLS, LINTELS AND BONO 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
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
& 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 B OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE.
VERTICAL'
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20' WOE, 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 lot FLOOR WINDOWS. THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
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 DORE, IT SHALL NOT BE
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
SPECIFICATIONS.
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENL EVEN THOUGH IT IS IN AN
4 IN AREAS OTHER THAN HYHZ FIXED GLASS THICKNESS SHALL COMPLY WITH BECKON 2411
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
4. 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
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 RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
& 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.
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.
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
COLUMN SCHEDULE
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
M.T.
METAL THRESHOLD
STL
STEEL
7. A/C UNITS MAY HAVE CONK PAD R OTTER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC MU AND MISC. EQUIPMENT.
SHOWN ON PLANS.
MAX.
MAXIMUM
SW
SWITCH
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL B 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
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
MICRO.
MIN.
MICROWAVE
MINIMUM
T.B.
THROUGH BOLT
CONTINUE UNINTERRUPTED.
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
M.O.
MASONRY OPENING
T.O.
T.O.B.B.
THROUGH OUT
TOP OF MASONRY BOND BEAM
HORIZONTAL
ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
BOTTOM
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN R PLAN.
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 SCHEDULE.
1. ALL COMPOSITE LINTEL (MARK "L•) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE °TIMBER CONSTRUCTION
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
O.H.D.
O/C
OVER HEAD DOOR
ON CENTER
TYP.
U.N.O.
TYPICAL
UNLESS NOTED OTHERWISE
5. GENERAL
NOTED
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
P.L.F.
POUNDS PER LINEAR FOOT
UL
V.I.F.
UNDERWRITERS LABORATORIES
VERIFY IN FIELD
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E.
2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND
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
P.S.F.
P.S.I.
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
7-16/LM.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).
P.T.
PRESSURE TREATED
W/
tWTH
COMMENTARY R BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK
CEMENTMUS MATERIALS AND THE WOOD AS PER CODE.
PART'N.
PARTITION
WC
WD.
WATER CLOSET
WOOD
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/T.M.S. 602-
WOK'
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8.
PKT.
PLYWD.
POCKET
PLYWOOD
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN R BATH UGHTING CIRCUITS
R.O.
ROUGH OPENING
FOR MASONRY STRUCTURES.
-
10HEADERS FOR FRAMED OPENINGS GREATER THAN 6'0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHALL BE
S.C.
SOLID DORE
5. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT
CONCRETE NOTES
.
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY.
S.G.D.
SF
SUDING GLASS DOOR
SQUARE FOOT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR.
SH
SINGLE HUNG
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S 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 CONSTRUCTIGN DEPENDING ON ALL WALL THICKNESS).
1& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. 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 (UNLESS NOTED OTHERWISE) ALL
DWI:WNG 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
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16070
WAYNE DALTR
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.
D.P.= +31.9 PSF
+39.2 PSF -43.7 PSF
2-1/4' MIN. EDGE DISTANCE. 6- FROM END
_34.7 PSF
B
FL-20468.4
3080 DR
THERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4' & 1&5' O/C MAX SPACING.
-34.7 PSF
C
FL 17499.10
SH 36
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
0 10" O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
D
FL 17499.10
SH 25
MI WINDOWS & DRS
NON IMPACT
3/10' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
0 10' O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
E
FL 15349.1
6020 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +,U4 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3' FROM EDGE
-36.3 PSF
F
FL 17499.10
(2) SH 26
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +29.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
0 10' O/C MAX SPACING & 2' FROM EDGE
-37.7 PSF
+60.0 PSF -70.0 PS
G
FL 15332.11
12080 SGD
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +28.4 PSF
+55.0 PSF -55.0 PSF
012. O/C MAX SPACING
-31.2 PSF
H
FL 17499.10
(2) SH 25
MI WINDOWS & DRS
NON IMPACT
3/16" TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
0 10' O/C MAX SPACING & 2- FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
I
FL 15349.1
6020 TRANSOM
MI WINDOWS & DRS
NON IMPACT
3/16• TAPCONS W/ 1-I/4° MIN EMBED
D.P.= +344 PSF
+60.0 PSF -60.0 PSF
EQUAL SPACING & 3" FROM EDGE
-36.3 PSF
J
FL 17499.10
SH H33
MI WINDOWS & DRS
NON IMPACT
3/16' TAPCONS W/ 1-1/4• MIN EMBED
D.P.= +33.4 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
0 10' O/C MAX SPACING & 2' FROM EDGE
-36.3 PSF
+60.0 PSF -70.0 PS
K
FL 17499.1Q
SH 35
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
010' O/C MAX SPACING & 27 FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
L
FL 17499.10
SH 272
MI WINDOWS & DRS
NON IMPACT
3/16- TAPCONS W/ 1-1/4' MIN EMBED
D,P= +31.9 PSF
+60.0 PSF -60.0 PSF
FL 17499.5
10" O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
M
FL 17499.10
SH 272
MI WINDOWS & DRS
NON IMPACTfiallf
3/18' TAPCONS W/ 1-1/4' MIN EMBED
D.P.= +31.9 PSF
+60,0 PSF -60.0 PSF
FL 17499.5
O/C MAX SPACING & 2' FROM EDGE
-34.7 PSF
+60.0 PSF -70.0 PS
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
FL 15353.8
MI WINDOWS
1/4 TAPCONS W/ 1-1/4' MIN EMBED
MULLIONS
MAX. 83' HOR17
& DOORS
(4) FASTENERS PER CUP TOP & BIM.
37.7 PSF
64.0 PSF -54.0 PSF
FL 15353.9
MAX. 156-3 ' VERT.
FL 17472.2
EASTERN
1/4° TAPCONS W/1-3/4' MIN. EMBED
MULLIONS
MAX. 108" LENGTH
ARCHITECTURAL
(8) FASTENERS PER H-CUP
34.7 PSF
36.4 PSF -36.4 PSF
MAX 48" TRIBUTARY WIDTH
SYSTEMS
ROOFING
NOA NO, 18-0829.05
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 paf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-RS
HIP AND RIDGE CHANNEL METAL
EAST COAST
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-180
-83.4 paf
-189 paf.
METALS, INC
ROOFING
MEMBRANE 30/ FELT
N/A
N/A
UNDERLAYMENT
ASTM D-226 #30 FELT
N/A
BUTTON CAPS 12• GRID, 6" D.C. AT A MIN. a HEAD LAP
ROOFING
FL 2569.1 R20
SOpREMA ROOF
SOPRE F
MEMBRANE: LASTOBOND TU HT
UNDERLAYMENT
AYMEN
SELF ADHERING, NON WOVEN POLYESTER FABRIC SURFACED,
N/A
N/A
PEEL & STICK
SBS MODIFIED BITUMEN ROOF UNDERLAYMENT
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/0" LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6'
BEFORE ROUTING
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
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OU
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
ALLOWABLEING OR MEMBER USES. 90
RI�ZONTAL
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 -
SHEAR AND SHALL HAVE A MODUDLES ELASRCITYGLE
IN R 600 KSI OR BETTER.
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-3-3/e
13 NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C.
PLUMBING NOTES
ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS R TABLE 604.3, F.B.C.
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE
SUBSTRATE AT 4' O/C AS FOLLOWS;
3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F.,
5. VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED 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 MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
ALL LOADS
OADS D 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 BE A MINIMUM OF 12" OFF THE BUILDING.
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
".
WIZEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL
MTL FRAMING SELF TAPING SCREWS 112 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.6.
DOOR BEAMS (28° MAX.) AND ADD 2-y5 BARS BOTTOM IF DROP EXCEEDS 8
ALL GS HAVE BEEN CHECKED ANSFER
T THE USE OF TRONLY
EETER.
USED FOR SOFFITS OR CEILINGS
PERIMETER. AT PERHIC
RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT IF
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE
15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
REQUESTED BY THE BUILDING OFFlOAL
1-1/2' LONG AND .120" DIAMETER U.N.O.
7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
S. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER1.
CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
VENTILATION LATION EQUIPMENT SHALL
HEATING.I
ALL HEATING, AIR CONDITIONING, REFRIGERATION AND
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 EDITION & ASCE 7-16.
CONFORM THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 R 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
STEEL NOTES
GARAGE NOTES
CONCRETE 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,
11, OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
CLEMENTINE
LOT 16
MEADOWOOD
COPYRIGHT 2021
TYPICAL "MI" WINDOWS
N N ❑ N ❑ N
co t0 t0 t0
18a" 36" 52d" 254"
SH 15 SH 25 SH 35 SH H35
M.O. 20 1/8• M.O. 38' M.O. 54 1/8- M.O. 27 1/2-
00
M
x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BC
P.T. WOOD BUCK P.T. WOOD E
38" 70" /(3,8"
SH 35 / \
41 P �s
t TYP. BAY WINDOW l
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS° 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3RI LESS THAN f' (35 MM) THICK, R 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI)
2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS R CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE.
LOCAT10N LYE DEAD PART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 D
48
ATTIC 20 10 0
30
WIND:
UUTIMATE 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.
NOTIFL THIS STRUCTURE IS DESIRED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
13 E3
LI
2x P.T.
WOOD BUCK
SHOWN TYP.
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 EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
1
� EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR 1x6.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
SYMBOLS LEGEND
# DE
TAIL
SCALE
DETAIL
DwG SCALE
SECTION
DWG. SCALE
SECTION
Owc. SCALE
#
M
CNTERIOR
ALE
9�
BEAM LABEL
QREVISION
NORTH ARROW
BREAK LINE
GRAPHIC SCALE
6CAtE tlV-O'
DRAWING INDEX
C-1
DOVER SHEET
A-1
FOUNDATION PUN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 4 ova 2 INTERIOR
ELEVATION
3
C# COLUMN LABEL
F# FOOTING LABEL
aZ-1I F
AtNu-o"
P110
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN R ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
FLOOR ELEV ON
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ADDITIONAL NOTES,
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CEILING IN MASTER SHOWER - 8'-0" A.F.F. IN ALL OTHER SHOWERS
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 CEIUNGS OR AS NOTED ON PLANS.
5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
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7. IMPACT ALL WINDOWS.
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L �HB
CALCULATIONS
TOTAL U/A
COVERED ENTRY
COVERED PATIO
GARAGE
III#I : ::11t:l
r
1812
S.F.
117
S.F.
3 S.
;58,33
. F.
274
. .
PROJECT LOG
ISSUED FOR PRE -CON
05-18-21
ISSUED FOR PERMIT
06-15-21
1
PLAN REVISION
07-13-21
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