HomeMy WebLinkAboutAPPROVED REVISED PLANS 052821ILL.
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GENERAL NOTES
SUMMARY OF WORK:
1. Project Description: New 1-story residence.
2. Work Involved:
a. Roof: 5V-Crimp Metal Roof, Peel-n-Stick Roof Underlayment, exterior sheathing, pre-engineered trusses, R-38
Blown Insulation for A/C space.
b. Walls:
i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk rigid board insulation, 1X P.T. furring
and 1/2" drywall at the interior side
ii. Interior: Metal studs, batt insulation, with 1/2" drywall each side
c. Ceiling:
i. 5/8" drywall - see plans for trays, coffers and vaults
ii. Exterior ceiling finish shall be 1/2" thick stucco on high rib lath attached per note on wall section.
d. Foundation: Concrete thickened slab edge and 4" concrete floor slab
e. Mechanical:
i. Provide (1) unit per plans
ii. Exhaust all bathrooms and dryer
f. Electrical:
i. Provide power and lighting per plans
ii. Provide 200 amp service and 40 slot panel
g. Plumbing:
i. Provide water heater per plans
ii. Provide sanitary lines per plans and risers
iii. Provide plumbing fixtures per plan
h. Work completed shall meet all local and state building code requirements.
COORDINATION:
1. Contractor shall verify existing site conditions of project location prior to commencement of work.
2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as
shown on the drawings.
3. Contractor shall verify space requirements and location of project utilities.
4. Contractor shall field verify all dimensions of project. Do not scale drawings.
5. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the
work without proper notification to the Architect, the contractor will assume responsibility of work performed.
6. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear.
Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work
performed.
7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees
related to this project.
CHANGE PROCEDURES:
1. Architect will submit Supplemental Instructions for minor changes.
2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written
approval for all changes made by the Contractor. Commencement of the work without written approval from Architect
and Owner, the contractor will assume responsibility of work performed.
SUBMITTAL:
1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for
this project.
2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project.
Contractor shall be responsible for the cost of any testing requested by the Owner.
TEMPORARY FACILITIES:
1. Contractor shall provide and maintain access to the site of the project.
2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project.
3. Contractor shall be responsible for maintaining a clean and safe construction site.
4. Contractor is responsible for the removal of all construction debris.
MATERIALS:
1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials
of this project shall be installed free of damage.
DESIGN PARAMETERS
TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Ai
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATEGORYf
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMPe
ICE BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDS9
AIR
FREEZING
INDEX'
MEAN
ANNUAL
TEMPI
Speedd
Topographic
Special wind
Wind-borne
Weathering a
Frost line
Termite
(mph)
effectsk
region)
debris zone`n
depthb
NA
See Fig. R301.2(4)
NA
Negligible
NA
Very
inside DB670-
NA
Flood Hazard: X
NA
NA
Heavy
Design TD: 28°
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code. The weathering column shall be filled in with the weathering index,
"negligible," "moderate" or "severe" for concrete as determined from Figure R301.2(3). The grade of masonry units shall be determined from ASTM C34, C55, C62, C73, C90, C 129, C 145, C216 or C652.
b. Reserved.
c. Termite infestation per Figure R301.2(6) is `Very heavy."
d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance with Section R301.2.1.4.
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D
temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
f. Reserved.
The applicable governing body shall, by local floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code
or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of the currently effective FIRMs and FBFMs or other flood hazard map
adopted by the authority having jurisdiction, as amended.
h. Reserved.
i. Reserved.
J. Reserved.
k. Reserved.
1. Reserved.
m. Reserved.
PROJECT INFORMATION
DESIGN PARAMETERS:
Florida Building Code (7th Edition, 2020)
Florida Residential Code (7th Edition, 2020)
Florida Existing Building Code (7th Edition, 2020)
Florida Plumbing Code (7th Edition, 2020)
Florida Mechanical Code (7th Edition, 2020)
Florida Fuel Gas Code (7th Edition, 2020)
2017 National Electric Code
2012 Florida Accessibility Code (7th Edition, 2020)
Florida Energy Code (7th Edition, 2020)
Florida Fire Prevention Code (7th Edition)
Building Design:
Ultimate Wind Speed:
Nominal Wind Speed:
Building Category:
Wind Importance/Use Factor:
Internal Pressure Coefficient:
Building Mean Height:
Roof Overhang:
Roof Pitch:
Garage Design Pressure:
120 sqft.
Door Design Pressure:
50 sqft.
Window Design Pressure:
20 sqft.
Exposure:
Design Loads:
Impact Protection:
nrrl IDAI\IrV-
R3 One -Family Residence
CONSTRUCTION:
Enclosed
160 mph 3 second gust
124 mph
II
1.0
+/-0.18
15'-6"
1,-4"
5/12
Int. Zone (+26.3/-29.3)
Ext. Zone (+30.0/-36.7)
Int. Zone (+31.6/-34.6)
Ext. Zone (+31.6/-39.8)
Int. Zone (+33.7/-36.7)
Ext. Zone (+33.7/-44.0)
C
Roof Dead Load/Live Load: 15/40 psf
Floor Dead Load/Live Load: 15/30 psf
Impact Resistant Windows and Doors
Type V
Unprotected, Unsprinklered
Ext. brg walls - CMU
Pre -fabricated wood roof trusses
Int walls -metal stds & drywall
AREA TABULATIONS: (include exterior walls
A/C space:
1,817.5 gross sqft.
Garage:
469 gross sqft.
Covered Patio:
240 gross sqft.
Front Entry
72 gross sqft.
Total New Bldg. Area: 2,598.5 gross sqft.
Product Approval Submittal Affidavit
Bldg Address: 4090 Sunrise Blvd Contractor: Homecrete Homes
Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights:
FL# or
Product
Model #
Manufacturer
Glass
Attachment Method Type,
Building Design
Product Design
Miami -Dade
Description
Size, Spacing, & Embedment
Pressure
Pressure
FL# 5823.2
SINGLE -HUNG
8100 Vinyl
Custom Windows
Impact Resistant
Installation shall stricty adhere to product approval
See Cover Sheet
+67.5 / -70.0
WINDOW
SH LOW E
and Doors
7/8" thk Type 'A'
FL# 5823.2 into 1X P.T. wood buck
270 Impact
Anchors: 3/16" anchors @ Head, Sill and Jamb
Attachment: Head/Sill - 6" max from corners
Head/Sill - (1) @ mid -span
Head/Sill - (2) @ 4" from center
Jamb - 6" max from corners
Jamb - 16-9/16" max O.C.
Jamb - (1) @ center
Embedment: 1-1/4" min into concrete thru 1X
Use 3/16" dia. Elco Ultracon Anchors
FL# 16177.1
SINGLE -HUNG
8100 Vinyl
Custom Windows
Impact Resistant
Installation shall stricty adhere to product approval
See Cover Sheet
+70.0 / -70.0
WINDOW
SH LOW E
and Doors
7/8" thk Type 'A'
FL# 16177.1 into 1X P.T. wood buck
270 Impact
Anchors: 3/16" anchors @ Head, Sill and Jamb
Attachment: Head - 6" max from corners
Head - 17" max O.C.
Sill - Not Required
Jamb - 6" max from top corners
Jamb - (2) at 4" O.C. from bot corners
Jamb - 10-1/2" max O.C.
Jamb - 4" either side from center
Embedment: 1-1/4" min into concrete thru 1X
Use 3/16" dia. Elco Ultracon Anchors
FL # 20468.4
FIBERGLASS
Smooth Star
Thermatru Corp.
N/A
Tapcons shall be spaced as per product approval
See Cover Sheet
+67.0 / -67.0
ENTRY DOOR
Opaque
on Sheet 8 of 11
Anchors: 1/4" X 3" Tapcons @ Head and Jamb
Buck Attachment: Head - 4" max from corners
Jamb - 4" max from corners
Jamb - 13.00" max O.C.
Frame Attachment: Head - 6" max from corners
Jamb - 6" max from corners
Jamb-14.00" max O.C.
FL# 20838.1
S.G.D.
8800 PVC
Custom Windows
Impact Resistant
Installation shall stricty adhere to product approval
See Cover Sheet
+65.0 / -65.0
IMPACT
SGD
and Doors
1" Overall
FL# 20838.1 into 2X P.T. wood buck
Anchors: 3/16" anchors @ Head, Sill and Jamb
Attachment: Head/Sill - 6" max from corners
Head/Sill - (1) mid -span of panel
Head/Sill - 4" either side from center
Jamb - 6" max from corners
Jamb - 21" max O.C.
Buck Embedment: 1-1/2" min into concrete
Use 1/4" dia. ITW Tapcons. 3" from corner, 8" o.c. stag.
Window Embedment: 1-3/8" min into 2X
Use #12 wood screw anchors
FL# 16546.5
GARAGE
CLOPAY
CLOPAY
N/A
Attach track as per Product Approval and Track
See Cover Sheet
+36.0 / -42.0
DOOR
MODEL 73 W6
Supplement Guide - Attach Buck W/ 5/8" 0 x 6"
sleeve anchors @ 18" O.C.
FL# 11602-R10
ROOF
TITANIUM
Owens Corning
N/A
Installation shall stricty adhere to product approval
See Cover Sheet
-45.0
UNDERLAYMENT
ROOF
Roofing and Asphalt
FL# 11602-R10
UNDERLAYMENT
PSU-30
Self -Adhered and back nailed 6" O.C. max with 12 ga.
galvanized annular ring shank nails through 32 ga.
1-5/8"0 tin caps in accordance with Owens Corning
Roofing and Asphalt, LLC published installation
requirements.
Product
Model #
Manufacturer
Attachment Method Type,
Building Design
Product Design
Size, Spacing, & Embedment
Pressure
Pressure
Mullions
Tube Mullion
Custom Windows
3" Tube Mullion - Installation shall strictly adhere
See Cover Sheet
+65.0 / -65.0
FL # 9520.1
and Doors
to Product Approval FL# 9520.1
Use 3/16" dia. ITW Tapcons at each hole
Provide a minimum of 1-1/4" embedment
Roof
26 GA
Extreme
Provide #10 x 1-1/2" Hex -Washer Head wood screw
See Cover Sheet
N/A
5V-Crimp
Metal Fabricators
to penetrate 3/16" min. thru deck or 5/8" embedment
Panel
into wood plank
FL # 17022.1
Siding
Stucco
-
5/8" Thick Light Textured Stucco on Typical Concrete Block Const.
See Cover Sheet
N/A
Soffit
Stucco
-
Stucco finish over high rib lathe
See Cover Sheet
N/A
provide 7" x 24" soffit vents - refer to sheet S1
I have reviewed the above product approval information and and approved it.
Name: Nicole L. Norton/n2 architecture + design
Signature:
Certification Number: AR 91827/ AA26002853
Date:
INDEX OF DRAWINGS Revised 28-May-21
Sheet Sheet Title
IS
C1 Cover Sheet, General Information + Notes
■
■
Al Floor Plan, Details + Notes
■
A2 Foundation Plan Details + Notes
■
A3 Building Elevations
■
S1 Roof Framing Plan
■
S2 Structural Details
■
■
P1 Plumbing Plan, Schedules + Notes
■
E1 Electrical Plan Schedules + Notes
■
SYMBOLS
Nicole L Digitally signe(
• Nicole L. Norto
O Window Q DetailNorton
## Door ## Keyed Note
Ex] Room Name XX.X Interior Elevation
O Wall Type XX.X Exterior Elevation
AX.X Wall Section AX.X Building Section
0 Revision 0 Miscellaneous Key
PROJECT CONTACTS
OWNER/CONTRACTOR:
Homecrete Homes
Robert Cenk
2162 NW Reserve Park Trace
Port St Lucie, Florida 34986
(772) 873-6707
ARCHITECT:
n2 architecture + design
Niki L. Norton, R.A.
2081 SE Ocean Blvd. Suite 1A
Stuart, Florida 34996
(772) 220-4411
uate: 2w-wb.
09:21:22 -04'01
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Rev. #
Date
28-May-21
Building Dept. Comments
Project
Number
21-0711
Status
CD
Issue
date
01-Apr-21
Sheet
C 1
Cover Sheet
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PLYWOOD EDGE
161 1•1 1061 1 1 1e1
• • • • • • • • •• • • • • • • •
19/32" THK EXT.
PLYWOOD SHEATHING
EXPOSURE 'C' - 160 MPH WIND SPEED
I.
•• FASTENERS (RING SHANK NAILS): ••
• ASTM F1667 RSRS-03 (2-1/2" X 0.131")
EDGE OF WALL ASTM F1667 RSRS-04 (3" X 0.120")
BELOW •
.. NAILING PATTERN: ..
• RAFTER/TRUSS SG = 0.42 - 4" O.C. EDGE & FIELD
• RAFTER/TRUSS SG = 0.49 - 6" O.C. EDGE & FIELD
ROO.. '� @ 2JO
ISTS
..
. .. . . . . .lei . . . . .lei. . . . . . ... . . . .
EDGE OF ROOF
@ OVER HANG
1 - ROOF PLYWOOD SHEATHING NAILING PATTERN
2 - ARCH DETAIL
#5 CORNER BAR WITH SCALE: 3/4" = 1'-0"
15" MINIMUM OVERLAP
#5 VERTICAL REINF. (TYP)
#5 HORIZONTAL REINF. (TYP)
Ar
1 1
CORNER BAR
3 - BLOCK
TRANSITION
DETAIL
2 -WIND LOADING DIAGRAM
SCALE: 3/4" = 1'-0"
FAI
O 20 SQFT
+17.8/-32.8
50 SQFT
+14.0/-27.2
100 SQFT
+11.2/-22.9
O 20 SQFT
+17.8/-45.6
50 SQFT
+14.0/-38.4
100 SQFT
+11.2/-33.0
+20.6/-51.0
VALUES BASED
ON TABLE
R301.2(2) - FBCR 2020, 7TH
EDITION
SCALE : NTS
8" CMU WALL
VERTICAL STEEL
REINFORCING
HORIZONTAL STEEL
REINFORCING
WINDOW AS PER
SCHEDULE
WINDOW AS PER
SCHEDULE
CAULK AT FRAME CONT.
FLUID APPLIED WATER
PROOFING/FLASHING AT ALL
OPENINGS (TYP.) SHALL
COMPLY WITH AAMA 714 REFER
TO FBC R703.4
PRE -CAST CONCRETE
WINDOW SILL
8" CMU WALL
VERTICAL STEEL
REINFORCING
WINDOW AS PER
SCHEDULE
8" CMU WALL
VERTICAL STEEL
REINFORCING
SILL
WINDOW
)OD BUCK W/ LIQUID
AS PER FBC
AS PER
)DUCT APPROVAL
3
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
1X P.T. WOOD BUCK W/ LIQUID
FLASHING AS PER FBC
5 - WINDOW H-S-1 DETAIL
2"
SCALE: 1-1/2" = V-0"
36" HIGH BY 2" DIAMETER STEEL
CRASH POST FLOOR FLANGE W/
(4) 3/8" EXPANSION BOLTS INTO
SLAB
7 -CRASH POST DETAIL
SCALE: 1-1/2" = 1'-0"
DOOR AND WINDOW ATTACHMENTS
SINGLE -HUNG
SINGLE -HUNG
FRONT ENTRY
S.G.D.
DOOR
Instal ation shall stricty adhere to product approval
lM.2
Installation shall stricty adhere to product approval
Tapcons shall be spaced as per product approval
Installation shall stricty adhere to product approval
FL# 5into 1X P.T. wood buck
FL# 16177.1 into 1X P.T. wood buck
on Sheet 8 of 11
FL# 20838.1 into 2X P.T. wood buck
Anchors: 3/16" anchors @ Head, Sill and Jamb
Anchors: 3/16" anchors @ Head, Sill and Jamb
Anchors: 1/4" X 3" Tapcons @ Head and Jamb
Anchors: 3/16" anchors @ Head, Sill and Jamb
Attachment: Head/Sill - 6" max from corners
Attachment: Head - 6" max from corners
Buck Attachment: Head 4" max from corners
Attachment: Head/Sill - 6" max from corners
Head/Sill - (1) @mid -span
Head - max O.C.
Jamb - 4" max from corners
Head/Sill - (1) mid -span of panel
Head/Sill - (2) @ 4" from center
Sill -Not Required
t R
Jamb - 13.00" max O.C.
Head/Sill - 4" either side from center
Jamb - 6" max from corners
Jamb - 6" max from top corners
Jamb - 6" max from corners
Jamb - 16-9/16" max O.C.
Jamb - (2) at 4" O.C. from bot corners
Frame Attachment: Head - 6" max from corners
Jamb - 21" max O.C.
Jamb - (1) @ center
Jamb - 10-1/2" max O.C.
Jamb - 6" max from corners
Embedment: 1-1/4" min into concrete thru 1X
Jamb - 4" either side from center
Jamb-14.00' max O.C.
Buck Embedment: 1-1/2" min into concrete
Use 3/16" dia. Elco Ultracon Anchors
Use 1/4" dia. ITW Tapcons. 3" from corner, 8" o.c. stag.
Embedment: 1-1/4" min into concrete thru 1X
Use 3/16" dia. Elco Ultracon Anchors
Window Embedment: 1-3/8" min into 2X
Use #12 wood screw anchors
NFnn
8" CMU WALL
VERTICAL STEEL
REINFORCING
HORIZONTAL STEEL
REINFORCING
CAULK AT FRAME CONT.
DOOR AS PER
SCHEDULE
EXTERIOR
DOOR AS PER
SCHEDULE
CAULK AT FRAME CONT.
FLUID APPLIED WATER
PROOFING/FLASHING AT ALL
OPENINGS (TYP.) SHALL
COMPLY WITH AAMA 714 REFER
TO FBC R703.4
8" CMU WALL
VERTICAL STEEL
REINFORCING
SILL
DOOR AS PER
SCHEDULE
6 - DOOR H-S-J DETAILS
2X P.T. WOOD BUCK W/ LIQUID
FLASHING PER FBC
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
INTERIOR
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
2X P.T. WOOD BUCK W/ LIQUID
FLASHING PER FBC
INSTALL THRESHOLD
AS PER N.O.A./PRODUCT
APPROVAL - SEE NOTES
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
BOND BEAMS AS
PER SCHEDULE
�12'-8"
TRUSS BRG
HORIZONTAL REINFORCING SHALL
BEND AND TURN INTO BEAMS
AS SHOWN
10'-0"
TRUSS BRG
PRECAST LINTEL
AS PER SCHEDULE
STUCCO CEILING FINISH
SEE NOTE BELOW
#5 BARS AT 24" O.C.
HOOKED TOP & BOT.
BOND BEAMS AS
PER SCHEDULE
PRECAST LINTEL
AS PER SCHEDULE
#5 VERTICAL REINFORCING
SHALL HOOK INTO FOUNDATION
BELOW AND BEAM ABOVE
8" CMU WALL
�o -0'
TOP OF SLAB
8" CMU WALL
VERTICAL STEEL
REINFORCING
HORIZONTAL STEEL
REINFORCING
CAULK AT FRAME CONT.
DOOR AS PER
SCHEDULE
EXTERIOR
DOOR AS PER
SCHEDULE
CAULK AT FRAME CONT.
FLUID APPLIED WATER
PROOFING/FLASHING AT ALL
OPENINGS (TYP.) SHALL
COMPLY WITH AAMA 714 REFER
TO FBC R703.4
8" CMU WALL
VERTICAL STEEL
REINFORCING
DOOR AS PER
SCHEDULE
NFnn
SILL
2X P.T. WOOD BUCK W/ LIQUID
FLASHING PER FBC
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
INTERIOR
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
2X P.T. WOOD BUCK W/ LIQUID
FLASHING PER FBC
INSTALL THRESHOLD
AS PER N.O.A./PRODUCT
APPROVAL - SEE NOTES
FASTENER AS PER
N.O.A./PRODUCT APPROVAL
SEE NOTES
SCALE: 1-1/2" = 1'-0"
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NOTE: ASTM C 1063, 7.10.2.3: EXPANDED 3/8" (9.51MM) RIB LATHE SHALL BE ATTACHED TO HORIZONTAL
AND VERTICAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAT 1-3/4"
(44.5 MM) PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" (19.1 MM)
PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS.
9 - SECTION AT FRONT ENTRY
SCALE: 1/2" = 1'-0"
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.-.
E
L
N0
ON
Rev. #
Date
28-May-21
Building Dept. Comments
Project
Number
21-0711
Status
CD
Issue
date
01-Apr-21
Sheet
S2
Structural
Details