HomeMy WebLinkAbout5023 18th St:z•�»"1KK•]U 4111.11 IKK•]►"1:0LK1IQ110Is] I�
5023 18th STREET
ZEPHERHILLS FL
PASCO COUNTY
CLASSIFICATION BY OCCUPANCY ..................RESIDENTIAL
CLASSIFICATION BY GROUP.........................R
CONSTRUCTION TYPE................................V
SPRINKLER CLASSIFICATION........................UNSPRINKLED
FLOOD ZONE: X
RISK CATEGORY II WIND ZONE 130 MPH (ASCE 7-16)
To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's
specifications and any changes made on them after prints are made will be done at the
owner's and / or builder's expense and responsibility. The contractor shall verify all
dimensions and enclosed drawing. THE DESIGN PROFESSIONAL is not liable for errors
once construction has begun. While every effort has been made in the preparation of this
plan to avoid mistakes, the maker can not guarantee against human error. The contractor of
the job must check all dimensions and other details prior to construction and be solely
responsible thereafter. This document is an instrument of a contract and is further protected
by copyright laws and intellectual property rights.
AREA SQ. FEET
1ST FLOOR CON DITI ON ED 1238
1ST FLOOR UN -CONDITIONED
FRONT PORCH 123
GARAGE 460
REAR PORCH 69
TOTAL CONDITIONED 1238
TOTAL UNDER ROOF 18910
TOTAL WI DTH 35r
TOTAL DEPTH 59r
HEIGHT 18'6
DRIVEWAY 418
WALKWAYS 71
CONC. PAD 9
•I ■ 10 : u :
Subsurface information shown on these drawings was obtained solely for use in
establishing design controls for the project. The accuracy of this information is not
guaranteed and it is not to be construed as part of the plans governing construction
of the project. It is the BIDDERS AND OR CONTRACTORS responsibility to inquire
of the [owner] if additional information is available, to make arrangements to review
the same prior to bidding, to conduct whatever site investigation or testing may be
required, and to make his own determinations as to all subsurface conditions.
■144 8 10 11111
Lahpl_ Title Description Cornmpnt
D-1 -FOUNDATION PLAN
Q-2 FIRST FLOOR PLAN
l)-4 - SECTION VIEWS
Q-5 ROOF FRAMING PLAN
5-2 -FRAMING DETAILS
1. First floor CMU walls with bearing height at 9'4" feet (U.N.0)
3. Interior non -load bearing walls shall be constructed of spruce pine fur
at 16" o.c; interior load bearing walls shall be constructed of southern
yellow pine 16" ox
4. All interior doors to be 2 panel 80" masonite
5. Match all door and window header heights at 80"
6. All Base moulding to be pre -primed wood 5 1/4" profile
7. Door casings to be pre -primed wood 2 1/4" profile
8. R301.2.1.2 Protection of openings. Windows in buildings located in
wind-borne debris regions shall have glazed openings protected from
wind-borne debris. Glazed opening protection for wind-borne debris shall
meet the requirements of the Large Missile Test of an approved impact
resisting standard or ASTM E 1996 and ASTM E 1886, SSTD 12, ANSI/
DASMA 115 (for garage doors) or TAS 201, 202 and 203 or AAMA 506
referenced therein. THIS REQUIREMENT CAN BE MET THROUGH THE USE
OF WOOD STRUCTURAL PANELS THAT MEET THE REQUIREMENTS OF
FBC SECTION 301.2.1.2
9. ALL INTERIOR GLAZING WITHIN 18" OF THE FINISHED FLOOR IS TO
BE TEMPERED GLASS.
10. ALL GLAZING WITHIN 60" ABOVE OR ADJACENT TO TUBS AND
SHOWERS IS TO BE TEMPERED.
11. CONTRACTOR TO PROVIDE WINDOW & DOOR MANUFACTURER
SPECIFICATIONS AND FLORIDA PRODUCT APPROVAL CODES.
12.R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS
EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE MINIMUM
DIMENSIONS AS SPECIFIED IN THIS SECTION
R310.2.1 MINIMUM OPENING AREA
EMERGENCY AND ESCAPE RESCUE OENINGS SHALL HAVE A NET CLEAR
OPENING OF NOT LESS THAT 5.7 SQUARE FEET(0.530 M2). THE NET
CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE
AND RESCUE FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING
SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR
WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A
NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2).
R310.2.2 WINDOW SILL HEIGHT
WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND
RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN
44 INCHES (118 MM) ABOVE THE FLOOR: WHERE THE SILL HEIGHT IS
BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN
ACCORDANCE WITH SECTION R310.2.3
13. WINDOWS WILL COMPLY WITH INSULATION AND FENESTRATION
REQUIREMENTS PER TABLE 402.1.1
14. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROUGH
OPENING SIZES PRIOR TO CONSTRUCTION.
15. GUTTERS AND DOWNSPOUTS TO BE COORDINATED BETWEEN
OWNER AND CONTRACTOR
16. WET AREAS
All shower and wet areas including tile and shower pans to refer the latest
edition of the TCNA Handbook for Ceramic, Glass, Stone Tile Installation,
typ*
All wet areas to use Durock Cement board (recommended for all tile
areas)
Acceptable USG Durock Glass -Mat Mold Tough
u ■A _ OkAl_ uV I
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA
ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL
SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS
TO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL,
OR PLUMBING SYSTEMS DRAWN HEREON ARE BASED UPON THE
OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR
SUGGESTIONS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET
OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED
INTO A GROUND FAULT CIRCUIT INTERRUPTER "GFI" CIRCUIT.
ALL OTHER ELECTRICAL OUTLETS SHALL BE WIRED INTO AN ARC -
FAULT INTERRUPTER "AFI" CIRCUIT
LOCATIONS OF ALL HOSE BIBS SHALL BE COORDINATED IN THE FIELD
WITH CONTRACTOR AND OWNER PRIOR TO INSTALL
Approved Product List
Product category
Sub category
Manufacturer
State of FL Approval #
Structural Components
SP4 Wood Connector
Simpson
FL10456.43
H10 Wood Connector
Simpson
FL10456.6
META24 Masonary Connector
Simpson
FL11473.18
HETA20 Masonary.Connector
Simpson
FL11473.3
META14 Truss Connector
Simpson
FL11473.17
META16 Masonary Connector
Simpson
FL11473.17
META18 Masonary Connector
Simpson
FL11473.18
HHETA20 Masonary Connector
Simpson
FL11473.9
MGT Masonary Connector
Simpson
FL11470.9
HTT16 Masonary Connector
Simpson
FL11496.1
LTT208 Masonary Connector
Simpson
FL11496.3
U24 Wood Connector
Simpson
FL10655.141
H4 Wood Connector
Simpson
FL10456.14
MTS12 Wood Connector
Simpson
FL10456.33
HTS20 Wood Connector
Simpson
FL10456.23
H16 Wood Connector
Simpson
FL11470.1
CS16 Wood Connector
Simpson
FL13872.1
HGT2 Girder Connector
Simpson
FL10456.18
HGT3 Girder Connector
Simpson
FL10456.19
HGT4 Girder Connector
Simpson
FL10456.20
MTSM16 Connector
Simpson
FL11473.2
LSTA12 Wood Connector
Simpson
FL13872.5
LSTA18 Wood Connector
Simpson
FL13872.5
LSTA24 Wood Connector
Simpson
FL13872.5
LSU26 Joist Connector
Simpson
FL10447.14
A35 Framing Connector
Simpson
FL10446.4
Engineered Lumber
Laminated Wood Beam
Boise Engineered Wood Products
FL1644.1
Doors
Garage Doors 16'W3
CLOPAY Building Products
FL15279.7
Doors
Garage Doors 9'W4
CLOPAY Building Products
FL15279.12
Doors
Garage Doors 16'W4
CLOPAY Building Products
FL15279.20
Doors
Metal Exterior outswing
PGT
FL15443
Doors
Sliding Glass Door
PGT
FL251-R30
Doors
Fiberglass Exterior
Masonite International
FL18582.1
Windows
Casement
PGT
FL243
Windows
Single Hung
PGT
FL239
Windows
Fixed Glass
PGT
FL 243-R20
Windows
Mullions
PGT
FL261
Windows
Horizontal Slider
PGT
FL242
Roofing
Metal Roofing
STEEL ROOFING SYSTEMS
FL15837
Roofing
Modified Bitumen Roof System
GAF Materials Corp.
FL16732.1
Roofing
Asphalt Shingles Timberlane30
GAF Materials Corp.
FL10124.1
Roofing
Roofing Tiles
Boral Roofing / US Tile
FL11647.1
Roofing
VentSure Ridge Vent
Owens Corring
FL10758.1
Roofing
Underlayment
Owens Corring
FL9777.1
Panel Walls
Siding
James Hardie Building Products Inc.
FL15867
Panel Walls
Soffits- Vinyl
Kaycan LTD
FL16503.2
Panel Wails
Soffits -Aluminum
Kaycan LTD
FL12198.1
Panel Walls
Siding
Kaycan LTD
FL15867
Shutters
Hurricane Storm Shutters IStomn
Smart Industries IFL11291.2
I h <= 90'
t
m
Load Case A
Q
4 Gl
o" o
Load Case B
Basic Load Cases
Case B Torsion
Transverse Direction Longitudinal Direction
Torsional Load Cases
WIND LOADING ANALYSIS - Main Wind -Force Resisting System
Per ASCE 7.16 Code for Enclosed or Partially Enclosed Buildings
Using Method 2: Analytical Procedure Section 27 & 28 for Low -Rise Buildings
Job Name:
15023 18TH STREET
I Sub`ect:
Job Number:
I
10riginatorlChecker:
Input Data: -�^
Wind Speed, V = 130 mph (Wind Map, Figure 26.5-1A-C)
Bldg. Classification = II (Table 1.5-1 Risk Category) Wind
Exposure Category = l3 (Sect. 26.7) B
Ridge Height, hr = 18.50 ft. (hr - he)
Eave Height, he = 10.D0 ft. (he - hr)
Building Width = 35.00 ft. (Normal to Building Ridge)
Building Length = 59.00 ft. (Parallel to Building Ridge) L
Roof Type = Monoslope (Gable or Monoslope)
Topo. Factor, Kzt = 1.00 (Sect. 26.8 & Figure 26.8-1) Plan
Direct. Factor, Kd = 0.85 (Table 26.6)
Enclosed? (Y/N) Y (Sect. 26.2 & Table 26.11-1)
Hurricane Region? N 0
hr
h<=60'
Resultina Parameters and Coefficients: Ih.
Roof Angle, 0 =1 13.65 Ideg. L
Mean Roof Ht., h = 1 14.25 ft. (h = (hr+he)/2, for angle >10 deg.) Elevation
Check Criteria for a Low -Rise Building:
1. Is h - 60' ? F es, O.K. 2. Is h - Lesser of L or B?
External Pressure Coeffs., GCpf (Fig. 28.4-1):
(For values, see following wind load tabulations.)
Positive & Negative Internal Pressure Coefficients, GCpf (Table 26.11-1):
+GCpi Coef. = 0.18 _ (positive internal pressure)
-GCpi Coef. = -0.18 (negative internal pressure)
If h < 15 then: Kh = 2.01*(15/zg)^(2/a) (Table 28.3-1)
If h - 15 then: Kh = 2.01 * z/z ^(2/a) (Table 28.3-1) (Note: z not < 30' for Exp. B)
a = 7.00 (Table 26.9-1)
zg = _ 1200 (Table 26.9-1)
Kh = 0.70 1 (Kh = Kz evaluated at z = h)
Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd *VA 2 (Sect. 28.3.2, Eq. 28.3-1)
qh = 25.76 psf qh = 0.00256*Kh*Kzt*Kd *VA 2 (qz evaluated at z = h)
Design Net External Wind Pressures (Sect. 28.4.1):
p = qh*[(GCpf) - (+/-GCpi)] (psf, Eq. 28.4-1)
Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1):
a = 3.50 7 ft.
2*a =1 7.00 ft.
MWFRS Wind Load for Load Case A
MWFRS Wind
Load for Load Case B
Surface
GCpf
p = Net Pressures(psi),Surface
*GCpf
p = Net Pressures s
w/ +GC i
w/ -GCpi)
w/ +GC i
w/ -GCpi)
Zone 1
0.47
7.60
16.87
Zone 1
-0.45
-16.23
6 96
Zone 2
-0.69
-22.41
13.14
Zone 2
-0.69
-22.41
-13.14
Zone 3
-0.43
-15.80
-6 53
Zone 3
-0.37
-14.17
-4.90
Zone 4
-0.37
-14.19
4 91
Zone 4
-0.45
-16.23
-6.96
Zone 5
---
---
---
Zone 5
0.40
5.67
14 94
Zone 6
---
-
---
Zone 6
-0.29
-12.11
-2.83
Zone 1 E
0.72
13.90
23.18
Zone 1 E
-0.48
-17.00
-7.73
Zone 2E
-1 07
32 20
-22 93
Zone 2E
-1.07
-32.20
-22.93
Zone 3E
-0 62
-20.67
-11.39
Zone 3E
-0.53
18.29
--
9.02
Zone 4E
-0.55
-18.84
-9.56
Zone 4E
-0.48
17.00
-7.73
Zone 5E
---
---
---
Zone 5E
0.61
11.08
_
20.35
Zone 6E
---
---
--
Zone 6E
-6.43
15.72
-6.44
*Note: Use roof angle 0 = 0 degrees for Longitudinal Direction.
For Case A when GCpf is neg. in Zones 2/2E: For Case B when GCpf is neg. in Zones 2/2E:
Zones 2/2E dist. = 17.50 ft. Zones 2/2E dist. =1 25.00 Ift.
Remainder of roof Zones 2/2E extending to ridge line shall use roof Zones 3/3E pressure coefficients.
MWFRS Wind Load for Load Case A, Torsional Case
MWFRS Wind Load for Case B Torsional Case
Surface
GCpf
p = Net Pressure s
Surface
GCpf
p = Net Pressure s
w/ +GC i
w/ -GCpi)
w/ +GC i
w/ -GCpi)
Zone 1T
--
1.90
4.22
Zone 1T
--
-4.06
-1.74
Zone 2T
---
-5.60
-3,28
Zone 2T
-
- -5.60 -
- -3.28
Zone 3T
---
-3.95
-1.63
Zone 3T
--
3.54
1 22
Zone 4T
---
-3.55
-1.23
Zone 4T
---
-4.06
-1.74
Zone 5T
-
--
-
Zone 5T
-
1.42
3.74
Zone 6T
--
--
---
Zone 6T
---
-3.03
-0.71
Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases:
Zone 1 is windward wall for interior zone. Zone 1 E is windward wall for end zone.
Zone 2 is windward roof for interior zone. Zone 2E is windward roof for end zone.
Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone.
Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone.
Zones 5 and 6 are sidewalls. Zone 5E & 6E is sidewalls for end zone.
Zone 1T is windward wall for torsional case Zone 2T is Windward roof for torsional case.
Zone 3T is leeward roof for torsional case Zone 4T is leeward wall for torsional case.
Zones 5T and 6T are sidewalls for torsional case.
2. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces.
3. Building must be designed for all wind directions using the 8 load cases shown below. The
load cases are applied to each building corner in turn as the reference corner.
4. Wind loads for torsional cases are 25% of respective transverse or longitudinal zone load values.
Torsional loading shall apply to all 8 basic load cases applied at each reference comer.
Exception: One-story buildings with "h" - 30', buildings - 2 stories framed with light frame
construction, and buildings 2 stories designed with flexible diaphragms need not be
designed for torsional load cases.
5. Per Code Section 28.4.4, the minimum wind load for MWFRS shall not be less than 16 psf.
FDJ ENGINEERING AND DE510N,
LLG
CERT. OF AUTHORIZATION 0 30968
FRANKOFD.IENG.rOM
ENGINEERING GERTIFICATIGA.TION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DE51(5N AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
9TH EDITION (2020) - RESIDENTIAL
THIS DRAWING AND DE516N 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 51GNED AND
SEALED
THIS DRAWING AND DESIGN 15 516NED AND
SEALED FOR 5TRUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E PE
FL PE #1353q 0 .7 1 - i
Basic Building Structural Information
This table was prepared using Windload Calculator Plus Software available from www.windcalcs.com
This information was created in accordance with Chapter 16 of the 2020 Florida Building
Code. The Component and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASCE 7-16.
Floor & Roof Live Loads ( R-3 - Single -Family Dwellings)
Attics: 20 psf w/ storage, 10 psf w/o storage
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
(Balcony and Deck live loads are 150% of the adjacent space served.)
Wind Design Data
Ultimate Wind Speed: 130 mph Nominal Wind Speed: 101 mph
Risk Category: II Wind Exposure: B
Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft.
Internal Pressure Coefficient: 0.18 Roof Geometry: Gable
Roof Slope: 6.0 in 12 ( 26.60) Mean Roof Height: 19 ft.
(The Ultimate Wind speed was used to determine the Component and Cladding design
pressures.)
(This Building is not in a Wind -Borne Debris Region, and opening protection is not
required.)
Components and Claddina
Roof Zone 1:
Roof Zone 2e:
Roof Zone 2n:
Roof Zone 2r:
Roof Zone 3e:
Roof Zone 3r:
Overhang at Roof Zone 1:
Overhang at Roof Zone 2e:
Overhang at Roof Zone 2n:
Overhang at Roof Zone 2r:
Overhang at Roof Zone 3e:
Overhang at Roof Zone 3r:
Wall Zone 4:
Wall Zone 5:
16' X 7' Garage Door:
Design Soil Bearing Capacity:
+16.4 psf max.,
-38.5 psf min.
+16.4 psf max.,
-38.5 psf min.
+16.4 psf max.,
-61.4 psf min.
+16.4 psf max.,
-61.4 psf min.
+16.4 psf max.,
-61.4 psf min.
+16.4 psf max.,
-79.2 psf min.
-45.8 psf min.
-45.8 psf min.
-68.8 psf min.
-68.8 psf min.
-82.5 psf min.
-95.6 psf min.
+27.1 psf max.,
-29.4 psf min.
+27.1 psf max.,
-36.2 psf min.
+23.1 psf max.,
-25.8 psf min.
2,000 psf
ALL WORK SHAD - COMPLY WITH
CODES FLORIDA t9UIt_DING ('Cf)F
NATIONAL ELECTRIC CODE,
AND THE CITY or, 7Fpf4-,Hll_!._S
ORDINANCFG
REVIEW DATE
CITY OF ZEPNY LLS--
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PROVIDED BY:
2721 Agnes St
Tampa FL 33619
813 313 0045
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DATE:
11/17/2021
SCALE :
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CELLS 4" CONCRETE 5LA13
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3000 P.S.I. CONCRETE FOOTING
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COMPACTION TESTING WILL BE REQUIRED.
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COMPACTION TESTING WILL BE REQUIRED.
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COMPACTION TESTING WILL BE REQUIRED.
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ATTACHED DESIGN AND FOUND IT TO BE IN
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THI5 DRAWING AND DESIGN 15 5I6NED AND
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1
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36"
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C07
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2110
36 "
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C08
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11
36 "
24"
36"
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C09
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2
1
3611
2111
36 "
BASE CABINET
C10
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1
1811
1211
3911
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C11
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1
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1211
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C12
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24 "
12 "
39 "
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1
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112 "
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SIZE
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HEADER
THICKNESS
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16070
1
1
16070
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84 "
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1 3/411
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1
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11
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80 "
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80 If
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WINDOW
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SIZE
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GC AND MASONRY CONTRACTOR TO VERIFY ALL ROUGH OPENING SIZES WITH MANUFACTURER CUT SHEETS PRIOR TO CONSTRUCTION
FDJ ENGINEERING AND DE516N,
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CERT. OF AUTHORIZATION # 30 H
FRANKOMENG.COM
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NGINEERING CERTIFIGAL GA 1
HEREBY CERTIFY THAT 1 HAVE REVI WE� THE \�
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OMPLIANGE WITH THE FLORIDA BUILDING CODE,
TH EDITION (2020) - RESIDENTIAL
H15 DRAWING AND DESIGN 15 VALID FOR 12
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FDJ ENGINEERING AND DE516N,
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CERT. OF AUTHORIZATION # 30966
FRANK®FDJENG.C.OM
ENGINEERING CERTIFICAT
I HEREBY CERTIFY THAT I HAVE R�VIBWED THE\
ATTACHED DES1614 AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
TTFI EDITION (2020) - RESIDENTIAL
THIS DRAWING AND DE51614 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
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FLORIDA PRODUCT APPROVAL# 2847-69
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FLORIDA PRODUCT APPROVAL # 12505.1
NOTES:
1) FDJ TO REVIEW TRUSS ENGINEER
DRAWINGS PRIOR TO INSTALLATION AND
RESERVES THE RIGHT TO MODIFY THE
DRAWING SET ACCORDINGLY.
2) CONTRACTOR OPTION TO UTILIZE
ALTERNATIVE CONNECTIONS IF LOADS ARE
EQUAL TO OR GREATER THAN SPECIFIED
CONNECTION VALUES.
10 EACH
46 LF
FDJ ENGINEERING AND DESIGN,
LLG
GERT, OF AUTHORIZATION # 5pgbb
FRANKOFDJENG.COM
NGINEERING CERTIFIG TIGATION
HEREBY CERTIFY THAT I HA VIEW THE
TTAGHED DESIGN AND FOUN T BE I
OMPLIANGE WITH THE FLORA IN ODF"�
fH EDITION (2020) - RE5IDENTIAL , -
HIS DRAWING AND DESIGN 15 VAL D: 0'�4 12
IDNTHS AFTER THE DATE IT 15 5IGNEN \
PALED
THIS DRAWING AND DESIGN 15 516NED AND
SEALED FOR STRUCTURAL ENGINEERING ONLY,
FRANK A DEJ05F PE
FL PE #13539
1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.
2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO
MANUFACTURERS SPECIFICATIONS.
3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT
PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING
CALCULATIONS.
4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS
ON SITE FOR FRAMING INSPECTION.
5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE
TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT
THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.
6. ALL ROOF TRUSSES AT 2411 O.0
7. TRUSS OVERHANGS TO BE 12" U.N.O
8. TRUSSES MANUFACTURED BY (TBD)
9. ROOF PITCH: 6:12
10.WRAP ALL EXPOSED BEAMS WITH HARDI BOARD
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ELECTRICAL - DATA - AUDIO LEGEND
SYMBOL
DESCRIPTION
Ceiling Fan
HVentilation
Fans: Ceiling Mounted, Wall Mounted
0 g (j) g
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed, Heat Lamp, Low Voltage
®
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
Chandelier Light Fixture
Fluorescent Light Fixture
240V Receptacle
(p WP�4GFCO
110V Receptacles: Duplex, Weather Proof, GFCI
WP 3y 4�
Switches: Single Pole, Weather Proof, 3-Way, 4-Way
DM $ Ty
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Switches: Dimmer, Timer
AV Control A$
Audio Video: Control Panel, Switch
sP sP
Speakers: Ceiling Mounted, Wall Mounted
C5� c g 1T d
Wall Jacks: CATS, CATS + TV, TV/Cable
�7_
Telephone Jack
Intercom
Q
Thermostat
a Q
Door Chime, Door Bell Button
O/ D COOISD
COMBINATION CO2 / Smoke Detectors: Ceiling Mounted, Wall Mounted
® EP
Electrical Breaker Panel
UNDERGROUND METER
_- HUB SUPPLIED BY
\POWER COMPANY
MAIN
BREAKER
BOX
T_UNDER&ROUND CONDUIT
SUPPLIED BY PROPERTY MOUNT ALL VANITY SCONCES AT 84" TO CENTER— -
OWNER TO ELECTRIC HB
COMPANY FEEDER LINE. D
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GROUND RODS ELECTRIC R15ER
° °
NOT TO SCALE — -- —
ALL ELECTRICAL SHALL COMPLY WITH FLORIDA BUILDING CODE CHAPTER 27 AND NFPA 70A
NATIONAL ELECTRIC CODE FOR ONE AND TWO FAMILY DWELLINGS.
CONTRACTOR SHALL CONDUCT PRE -ELECTRICAL INSTALLATION WALK THROUGH WITH
HOMEOWNER TO VERIFY SPECIFIC PLACEMENT OF LIGHTS, SWITCHES, AND FANS.
PER NFPA 72 & FBC R314
Install smoke alarms inside each bedroom, outside each sleeping area and on every level of the
home, including the basement.
On levels without bedrooms, install alarms in the living room (or den or family room) or near the
stairway to the upper level, or in both locations.
PORCH
BEJROOM 1
I/ CO/SD
DW C O FCI O
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COORDINATE \
W/ LOC. OF
TABLE DINING —i \ M GFCI I / / —
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Smoke alarms should be installed at least 10 feet (3 meters) from a cooking appliance to 3 3
minimize false alarms when cooking & Smoke alarms shall be installed not less than 3 feet (914 /
mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower
unless this would prevent placement of a smoke alarm required by other sections of this code. 1 /
Mount smoke alarms high on walls or ceilings. Wall -mounted alarms should be installed not more 1 /
than 12 inches away from the ceiling (to the top of the alarm). /
On pitched ceilings, install the alarm within 3 feet of the peak but not within the apex of the peak I ' WP
(four inches down from the peak). PORCH
I I
Smoke alarms shall be placed not less than 36" from the tip of the ceiling fan blade and not less I I
than 36" from HVAC vents I
ALL ELECTRICAL OUTLETS SHALL BE PLACED PER THE FBC AND NFPA 70A AS REQUIRED \
\ I
All electrical outlets located within six feet of a sink or other water source must have a ground- \ I
fault circuit -interrupter (GFCI)
All outlets and switches placed outdoors must be inside a weather protective box \ \
Provide carbon monoxide detector within 10ft of each bedroom entrance \ \
Place hard wired, interconnected smoke detectors with battery back up inside of every sleeping
area and adjacent hallways and living areas.
ALL SMOKE ALARMS SHALL BE HARDWIRED, INTERCONNECTED W/ BATTERY BACK UP
ALL BATHROOMS & TOILET ROOMS SHALL BE EQUIPPED WITH MINIMUM 50CFM VENTILATION
TO EXTERIOR OR AS REQUIRED BY FBC R303.3
TYPE, STYLE, AND LOCATION OF SWITCHES AND LIGHTS SHALL BE COORDINATED BETWEEN
OWNER AND CONTRACTOR DURING ELECTRICAL ROUGH IN
OWNER TO SPECIFY LOCATION OF DATA, CABLE, AND LOW VOLTAGE WIRING DURING
ELECTRICAL ROUGH IN
a
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CO/SD
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MAIN
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FDJ ENGINEERING AND DE516N,
LLG
CERT. OF AUTHORIZATION 0 90%6
FRANKOFOJENG.COM
ENGINEERING CERTIFICATICATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA UILDING CODE,
7TH EDITION (2020) - RESIDENTI
THIS DRAWING AND DE51ON 15 VA FOR
MONTHS AFTER THE DATE IT 15 516 - AND
SEALED
i
THIS DRAWING AND DESIGN 15 516NED AND
5EALED FOR STRUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E PE
FL PE #13539
GENERAL NOTES:
1. GC TO VERIFY ALL ELECTRICAL
FIN15HE5 AND ACCE55ORIE5 PRIOR
TO ORDER / IN5TALL, TYP.
2. GC TO COORDINATE WITH
ELECTRICAL CONTRACTOR AND
OWNER PRIOR TO ELECTRICAL
ROUGH IN.
3. GC, ELECTRICAL CONTRACTOR,
AND OWNER SHALL CONDUCT PRE -
ROUGH IN WALK THROUGH, IN ORDER
TO SPECIFY ANY 5PECIAL
ELECTRICAL REQUIREMENT5
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4 TRUSSES (TOP 0HOR179
SEE ELEVATION FOR, FINISHES (2) 16d TOENAILS Z
ON 1/2" COX PLYWOOD N15d INTO EACH
(.0 F:;)&E5 --- 1'\
x
4" LEDGER. (2) 12d
FX& KUP5 (A 16" O.G. 70 EACH TRU55 NEB.
U 51M ON 5 1 (P TOP PLATE, I
BLOCK @ MlDHEIGHT. --(2) 2"x4" DIA&. BRAGIN&
SPAGE17) g 52" OIC,
(5) a6 NAILS INTO
GABLE END STUDS.
6f PRE -END. COMMON
TRUSSES 924"O-C,-
\-N SIMPSON HETA20 @ 52" R.3a INSUL. (MIN.)
CA,- RUN UP STUDS. (I)SIMP50N 1/2" (5`T'P5UM DIAFHRA
5FI @ EVERY OTHER STUD. 5d GOOLER NAILS (w
2"X 6" FT PLATE N/1/2 Ix all
8?' J-BOLT g4O.C.
A SECTION
SCALE: N.T.S.
PRE-ENGINEERED WOOD TRUSSES—\ AT LEA57 ONE TRU55 OVERLAP SPADE
MINIMUM (2) 12d PER JOINT
MINIMUM N4" TRU55 5RACINC7
B-� RA7 R�N 5RACINC-7 L7-) Cz 7A I L_
SHINGLES / TILE 70 BE
FASTENED AS PER
MANUFACTURERS
PRE-ENGINEERED NO TRUSS @24" O.C. U.N.C.
SPECIFICATION FOR ^lNr7)
SPEED. CONTRACTOR 70
50 LB ROOFINr--, FELT (SHINGLES) OR 15 LB
PROVIDE MANUF.
FELT UNDERclO# H07 MOP (TILE)
DOCUMENTATION TO
R `5 MIN. INSULATION
INSPECTOR.
HURRICANE ANCHOR g EACH TRU55
(SEE UPLIFT SCHEDULE)
5/51, Crl)X OR lG/3211
SHINGLES OR CONCRETE TILE
055 SHEATHING
SHINGLEROOF SYSTEM TILE ROOF- SYSTEM
FASTENED TO
TRUSSES &TH 5d
/.2" COX OR 17/52" C55
COMMON WIRE NAILS
SHEATHING --Nr-l:;) TO
FASTENED
(a) 4"OIC
TRUSSES WITH bd COMMON WIRE
BOUNDARIES&" O/C
NAILS @ 4"O/G BOUNDARIE56"
EDCvE5 $ a" O/C
O/C EDC-,E5 1 5" CIC FIELD
FIELD
DRIP
FASCIA BOARD
1/2" C7,) (CEILING
DENSITY BOARD)
N/ I 5/a" DRYWALL
NAILS OR DRYWALL
50RENe 7" O/C
CL6.a 5" Olr- WALLS
I>< P.T. NAILER
5TL*-). ciC' HOOK
SEE- DETAIL THIS SHEET
R4.2 MIN. INSULATION
ON EXT. BLOCK WALLS
IX NO FURRING
@24'' O.C.
1/21, olrpeum
WALLBOARD U.N.O.
X P.T. BASE NAILER
BASEBOARD
/-KNOCK-OUT BLOCK N/ (1) #5
4
5 7 r7. 1-1 C HCOf`
/NOTCH LINTEL WHERE
REQUIRED FOR CONCRETE
PLACEMENT
PRECAST LINTEL FILLED N/
(1) #5 CONT. IN OPENINGS
GREATER THAN &'-0" WIDE
AND A5 NOTED ON PLANS.
III IFI
FDJ ENGINEERING AND DESIGN,
LLr,
CERT. Or AUTHORIZATION # 50%6
PRANKOFDJENG.COM
ENGINEERING CERTIFICATICATION
I HEREBY CERTIFY THAT I HAVE REVIFViED THE
ATTACHED DES16N AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLqRIDA BUILDING CODE,
-ITH EDITION (2020). IRFS'D TI
THIS DRAkVN(5 AND D' 5 V 10:1R12
MONTHSAFTER THE AT IT SI
I4
•
SEALED ED
THIS DRANINC, AND DES16H Is 516NE N
N"O
SEALED FOR STRUCTURAL EN&INEER'NGO Y.
FRANK A DEJ05E FE
FL FE #15539
8'lXe5"XI6" KNOCK -OUT BLOCK \-FILLED CELL N1 (1) #5 VERTICAL
N/ 1#5 CONT. FILLED NOTES; SEE FDN PLAN FOR, LOCATION
N1 2500 P.5.1. CONCRETE (1) FILL LINTEL AND ALL CELL5 ABOVE LINTEL.
e)" C.M.U. TYPICAL(.�.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.
U5 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
7Tf=E `5" MORTAR OPENINGS LESS THAN OR EOUAL TO &'-0" IN WIDTH
DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT
DECORATIVE GOATIN& UNLESS NOTED ON FLOOR PLAN.
C 7FICAL 71L.LF-L; LIN7F_L A55EM5L"r
(1) #5 VERT. RE5AR IN FILLED 52 SCALE: N.T.S.
CELLS. SEE FOUNDATION PLAN
FOR LOCATION.
5" C,.".0 WALL vql DURO-WALL
HORIZONTAL WALL REINFORCEMENT
AT EVERY 2nd. COURSE COW. 2"x STUDS (4 161, C.C.
4"X4" INSPECTION FORT
AT EACH FILLED CELL TYPICAL all CIMU
MIN. 5000 FSI
CONS SLAB
2"x 6" L- BRACE � HEADER E3LOC< U.N.O.
ca) .4" 0/6 TYPICAL LAP SPLIC�E
ATTACHED NI I&d NAILS (2)2"x .4" DIAGONAL BRACING
&X6) NI.4XN1.4 NNF
ATTACHED N1 (5) a& NAILS
A-
6ABLE TRUSS WEB- /0
OGRADE
x
R BARRIER,
10 MIL VAPOR NOTES:
_._.. l
C7A5LF- E!N:� :�)lAr_-70NAL A77A(fH��E!N7 1. FILL ALL CELLS
............ . ..... .
(�-,LEAN FC15ONEr�) AND COMP. WHEN STEM WALL 15
SCALE: N.T.S. 2 x 6" P.T. SILL PLATE. (1) 5/5" DIAM, SOIL. MODIFIED PROCTOR tV BETWEEN 24" AND
2-
ANCHOR BOLTS 9 42)" O.C. PER ATM D155-7) 40" IN HEIGHT
/ I/ :�-) " MIN GL STD. 10' HOOK
ABOVE GRADE.
#5 RF5AR CONT. (SEE DETAIL) .2. FOR STEM WALLS
ON 3" CHAIR 20, GREATER THAN 40'
I HIGH- CONSULT
; ENGINEER
11 ol 2 SCALE: N.T.S.6,ROlTEl-,l CELL S?
SCALE: N.T.S.
DOWEL LAPPF
NINALL Rr-I
(H r-ON71NW7,r' REINFV;�CE��EN7 :�)F_7AIL
S2
1--1 SCALE: N.T.S.
K CCN71NUN T'�` REINFCRCEfi�EN7 1F=7AIL
SCALE: N.T.S.
TRU55 BOTTOM CHORD OR
H2.5 SIMPSON OR HCI��P U.5.P. INSULATION .2" X 4" BLOCKINGN1 2 -
l(od TOE NAILS @ EACH END
H2.5 SIMPSON OR Hr-nP U.S.F.
H2.5 SIMPSON OR HCPF U,5.1-.
SPACE ANCHOR
BOL75 6" MAX. FROM
END OF X PLATE.
(2)#5 CONT.
NOTE: 2 - I&d NAILS 9
24" O.C. OR EQUAL 70
DOUBLE TOP PLATE TRU55 BOTTOM CHORD OR
BLOCKING CAN BE USED
UN LIEU OF 5IM50N 5TC
STRAP
2"X 4" STUD
@ I&" O.C,
(1) ROW 2X4 BLOCKING @ MID H67. FOR WALL
HET. < a'- 6". (2) ROWS 2X4 BLOCKING @
3rd P75 FOR WALL HET. > a' - &"
DRYWALL
1/2" 0 X e)" ANCHOR BOLT @ 24" D.G.N1 2'
(V X 5116" PLATE WASHER (TYP.)
2" X 4" PT PLATE
>
'-6` I. 12'' 0'-b"
L IN7F-Rl OR 5E.ARINC;� ^ALL
N.T.S.
H2.5'---IMF50N OR HCDF U.S.P.
INSULATION
2 X 4" TOP
PLATE
2" X4" STUD@ 24" O.C.
MAX.
SPECTION PORT AT
Ix P.T. BASE NAILER ----- -- llmful EACH INFILLEF,> CELL TI`FlGAL
LOAD BEARING OR -
EXTERIOR WALL LE 2 "x P.T. 57bD
_#5 VERT. IN FILLED CELL
1/2" x 6" "J" BOLT @ 24''
C.C. VERT. OR
5P4 7/2" X 6" WEDGE ANCHOR
_2"x P.T. PLATE
v.
A_
FRA�r_- ^ALL 70 �E-:7AIL
�S2 --- -----
SCALE: N.TS.
BASEBOARD
_E
6x& W1.4xW1.4 NAF Lf) - 57D. 1',10' HOOK
FE DETAIL)
I&d NAILS @
16" O/C 7YP.
X y\
C� MIL VAPOR
\
X
BARRIER
/x
\Vv
X
/ CLEAN POISONED AND COP.
F: (2) #5 R5AR CON7/ IN COMP.
(COMFAr-7ED 70 q596 MODIFIED
ON 5" CHAIRS 7`rP. —1
PROCTOR A57M r311557)
CONTRACTOR TO PROVIDE501L TREATMENT <
DOCUMENTATION 70 INSPECTOR FOR REVIEW.
AL7ERNA7E ��CNO F0C71NC_--7
ILL S2 ,) SCALE: N.T.S.
LTI X - r.F--
OUAL @D 1.2"
F-RF-I;) FROM
TO CONCRETE NOTE:
SEE SECTION C/52
FOR, ADDITIONAL
PLATE INFORMATION___.,
SIMP50N 5F4 CONNECTOR
4" (5,000 SLAB N/
6" X (b"- NIA X N1,4 OR FIBER
MESH ON & MIL VAPOR BARRIER OVER
CLEAN COMFAG7ED TERMITE
TREATED FILL
7"rl"ICAL IN7EERICR
nn NON-SEARINC-, ALL SETA IL
S2 SCALE: N.T.S.
22"x PLATE-
(2) #5 GONT.
SEE FLOOR PLAN
FOR, HEADER CONN.
2-RON5 I&d NAILS STAGGERED (a�
16" O/C EACH FACE OR 3-ROWS
l(od NAILS 57A(5&ERr_D 9 16" OIC
FOR 2"><10" OR GREATER HEADER
� - SEE FLOOR PLAN FOR
HEADER SIZE
CRIPPLE
STUD
TRIMMER
TYPICAL
STUD (7YPj
SEE
r-LOORPLAt\
FOR
SEE FLOOR PLAN FOR
COLUMN
CONNECTION
SIZE
P.T. BOT. PLATE
UPLIFT CONNECTIONS REOUIRF_D
AT LOAD BEARING WALLS ONLY
LOASEAR INC7 FEX7ERIOFF:
�ER r7) ^ALL E7AIL
S2 SCALE: N.T.S.
(1) ROW 2x BLOCKING FOR,
WALL HET. (22.) ROWS 2x ELOGIQN&
FOR WALL HET. > 3'-6".
i/2"4P WEDGE TYPE
ANCHOR BOLT 4 24'' C.C.
N/4" MIN. EMBEDMENT DOUBLE IOd
&X& NIAX^1 4 NNF
/X
Od @ a" CA',
TOP 5PL I GE
NOTE:
HIL71 /'"cP KAIK BOLT 11
EMBEDMENT MAY BE
NOTE: BOTTOM SPLICE
USED IN LIEU OF ANCHOR
PLATE LENGTHS MUST BE OVER STUD
BOLTS.
7",' FICA _ IN7ERIChi SEAR INC-S, ^ALL
S2) SCALE: N.T.S.
0.. 70F PLATE 5FLICE 1;)F-7AIL
S2
SCALE: N.T.S.
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2721 Agnes St
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813 313 0045
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DATE:
11/17/2021
SCALE:
SHEET:
5-1
I _L'I. __-a� 4�.L II �,�.. n.•. is x 3 1 1 �� _ . �LN ( �1 E I I L!L
SEE ELEV. BLOGIC WALL BEYOND
(TYP) FOR SLOPE PRE-ENGINEERED WOOD TRUSSES coD 24'' O/C
- _ EXPANSION JOINT
_ UPLIFT CONNECTOR (SEE SCHEDULE)
O.H.D. RECESS
DOUBLE 2"x4" TOP PLATE
i
..
2"x4" #2 5YP STUDS c� f6"
RICK T A R
I
1
5/5" CID/ R Ic/52" 05B SHEIJ
FASTENED TO TRUSSES WITH ad
COMMON WIRE NAILS @ 4"O/G
BOUNDARIES&" O/G EDGES B 5" O/G
FIELD
/
/ (2) #5 CONT.
1
B' AA OCR. r�,F-55
S3
\, �\ SCALE: N.T.S.
SIMP50N 5P4 @ EA. STUD ATTACH WINDOW FLANGE/FRAME TO BUGK5 PRE -CAST
2"x P.T. PLATE --- - - \ -MAIN SPAN ROOF TRUSS WITH MIN #bx2%' WOOD SGREW (� 5" O.C. OR LINTLE OR
AS REQUIREBINOMANUFACTURER TO CONCRETE TIE
DY WDMANUFACTURER
1/2 "l) WEDGE TYPE ANCHOR - MEET REQUIRED WIND PRESSURES. BEAM
BOLT @ 24'' O.G. W/4" MIN. \
UPLIF-T CONNECTOR
EMBEDMENT
(SEE SCHEDULE)
5"X8"XIb" K.O. BLOCK W/ 1 #5 GONT.-
AND FILLED W/ 2500 PSI CONCRETE
1 #5 VERT. IN GONG. FILLED CELL
W/ STD. 10° HOOK IN K.O. BLOCK
SCALE: N.T.S.
"X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD
SCALE: N.T.S.
TYPICAL HUS INSTALLATION
TYPICAL META / HETA INSTALLATION
2"x BUILT-UP COLUMN
FILL EVERY NAIL
HOLE W/ Ibd NAILS
5/5"'Dxb" "J" BOLT OR
5/5"d WEDGE ANCHOR
W/ MIN. 5" EMBEDMENT
WINDOW A5 SCHEDULED
PRE -CAST GONG. SILL
TYPICAL G.M.U.
I� l
2"x PT WINDOW BUCK (150 MPH WIND)
I"x PT WINDOW BUGK (, 120 MPH WIND)
SEE ATTACHMENT DETAIL THIS SHEET
C
S3 SCALE: N.T.S.
PRECAST LINTEL (W/(I)
#5 CONT. FOR OPENING5
GREATER THAN 6'-0" SEE
PLANS FOR ADDITIONAL
_ REQUIRED REINFORCEMENT.
WINDOW BUCK
- - --ALUMINUM WINDOW
CAULK cs)EA. WINDOW
' PRECAST GONG. SILL
.
2X4 MIN PT BUCKS .: .
ATTACHED TO MASONRY W/
1j"cPx2i' " MIN. EMBEDED TAPGON
O MASONRY SCREWS AT 5" O.G.
OPENING
�> MAX AND AT 4" FROM
CORNERS. SET 5UGK5 IN
CON7NUOU5 SEALANT BED
w _
(, S3 SCALE: N.T.S. S3 ./ SCALE. N.T.S.
<t _
ill
--
LE END BRAG I NG
4'-0" O/G MAX FOR
FIRST (4) ROWS OF TRUSSES
(2) 2"x 4" BRACING n 32" O-G.
SEE DETAILS.
SIMPSON T
(4) 1/4" x
CONS INTC
RETI
TYPICAL HTS IN57ALLA71ON
GIRDER TRUSS
SIMPSON HTT TYP. 1
---PILL EVERY
NAIL HOLE
W/I&d NAILS
---X TOP PLATE
3/4"cP THRU
BOLT -
51 MPSON HI
'ILL EVERY
JAIL HOLE
V/Ibd NAILS
2 X B.U.G
TYPICAL SIMPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL
'M 7*rF"1C.AL-- ANCHOR :;�E7AIL5
S3 SCALE: N.T.S.
6X6 &AX&A WWF —,,-ALUM.
M BYREEENERS
OR FI5ERME5H PATIO
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1/ 7.. IX—Cl
4„ (1) #5 CONT.
S3 SCALE: N.T.S.
TRUSSES--_ SEE UPLIFT SCHEDULE
�J _ _ --- TOP COURSE
5"XS"X16" GONG.
K.O. BLOCK W/
IXb PTPOURED CONE. &
- ' 1-#5 REINF. CONT.
- PRECAST GONG.
LINTEL W/
REINFORCING
TEMPERED _ �= DOOR TRACK
GLASS (SEE FLOOR PLAN)
4" CONCRETE SLAB W/ NOTE:
6"x 6" W1.4W1.4 WWF US£ GLEAN, POISONED AND
COMPACTED SOIL TO BE
COMPACTED TO c3596
MODIFIED PROCTOR ASTM
D 155-7
SET TRACK IN
A FULL BED
OF CAULK
I N L-A55
H S 71CN
S3 SCALE: N.T.S.
-- "'-(GATES
= PLYWOOD
X = IOd COMMONS OR 5d RING SHHNK �a 4O.C. ON EACH SHEET OF PLYWOOD
O = IOd COMMONS OR bd RING SHANK C-a 6O.S. ON EACH SHEET OF PLYWOOD
[� = lOd COMMONS OR 5d RING 5HANK c�,b°O.G. ON EACH SHEET OF PLYWOOD
J
S3 SCALE: N.T.S.
RIDGE LINE
j \ - RIDGE LINE
`j\•
i?
•lit .' .'�av
.i.
NOTE: INSET TRACK
FROM OUTSIDE FACE
OF BLDGK
(2) #5 CONT.
FASTNER
SPACING ( INGH£5)
A,B
PANEL
SPAN
4 FEET
SPAN
6 FEET
SPAN
r-_ ^�
A
1�
4 ('GET
b FEET
8 FEET
NO. 5 WOOD SGREW BASED
ANCHOR WITH 2 INCH
EMBEDMENT LENGHT
(�
J
NO. 10 WOOD SCREW BA5ED
ANCHOR WITH 2 INCH
EMBEDMENT LENGHT
—
�I/4 INCH LAG SCREW BA51GD
ANCHOR WITH 2 INCH
EMBEDMENT LENGHT
(C
1) FASTENER SIZE - 1 INCH DIAMETER
2) FASTENER LENGTH - MUST GO 2 INCHES DEEP INTO THE WALL
3) FASTENER SPACING - NO MORE THAN Ib INCHES APART
4) FASTENERS - MUST BE VIBRATION- RESISTANT $ PERMANENTLY INSTALLED
5) - FA5TENER5 - MUST BE CORROSION RE51STANT
I/�+"ANCHORS
PERMANENTLY
INSTALLED
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PLYWOOD PANEL
PLYWOOD HURRICANE PANELS
PLYWOOD HURRICANE PANELS
WOOD 57RUGTURAL PANELS WITH A MINIMUM THICKNESS OF -f/I&"
INCH AND A MAXIMUM SPAN OF 0 FEET SHALL BE PERMITTED
FOR OPENING PROTECTION IN ONE AND TWO STORY 51)I1-DIN65.
PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE
WINDDW OPENINC75 WITH ATTACHMENT HARDWARE PERMANENTLY
INSTALLED ON THE BUILDING. THE PANELS MUST LAP OVER THE
SIDES OF THE WALL AT LE-57 3 INCHES. DO NOT FIT THE
SHUTTERS INSIDE THE OPENING.
I_ HURIRICANE FAS)7ENF=
S3 SCALE: N.T.S.
20" MIN. LAP
--#3 OR #4 REINFORCING BAR
#3 & #4 LAP SPLICE
25" MIN. LAP
#5 REINFORCING BAR
05 LAP SPLICE
l Rau w56" MIN. LAP
,
#b REINFORCING BAR
mG LAP 5PL ICE
#5 RE I NFORG I NG BAR
RADIUS-
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1 #5 5iAIL. • �1�°
SCALE: N.T.S.
CONT. #5
eGWEDUL-E- 14a rrph ZONE (1-IAX)
ad RING SHANK OR IOd COMMON NAILS (y 4" O/C bd COMMON NAILS ce) b" O/C
@ GABLE CND WALL OR OR BUILDING END ZONE bd COMMON NAILS cn 12" O/G
L , ' I ' [— (INTERMEDIATE)
N' S -A7� 1 N NA 1 l- FA77 RN5
SCALE: N.T.S.
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2"x 4" COLUMNSW W/ (1) RO
2"x bW " OR 2"x 5" COLUMNS W/ (2) ROWS
OF STAGGERED 16d COMMON WIRE- NAILS
OF STAGGERED Ibd COMMON WIRE NAIL5
(D = C.162", L = 3 1/2")
(D = 0.162", L = 5 1/2")
NOTES: 1) ADJACENT NAIL5 ARE DRIVEN FROM
4) FOR 4-PLY, PROVIDE 1/4" DIA.
OPPOSITE SIDES OF THE COLUMN
x 5 1/2" LAG 5GREW5 OR EQUAL
2) ALL NAILS PENETRATE AT LEAST 5/4
(SPACE AS SHOWN FOR 3-PLY)
LAMINATIONKNESS OF THE LAST
5) FOR 5-PLY, PROVIDE 1/4" DIA,
5) FOR 5-PLY, COLUMN SHALL BE
x 7" LAG 5GREW5 OR EQUAL
(SPADE AS SHOWN FOR 3-PLY)
NAILED AS 5HOWN FROM EACH SIDE
(ONE INTO EACH OUTSIDE FACE OF
6,) REFER TO NDS SECTION t5.3
B.U.G., SAME NUMBER OF ROWS,
FOR ADDITIDNAL INFORMATION
SAME SPACING)
�A�< F057
NA I �- I NC�p :�7A I L
L/._L1
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OF BOND BEAM 57EF
' p �° A5 0NR"T' ^ALL 57
S3 SCALE: N.T.S.
SCALE: N.T.S.
INT. HEADER SCHEDULE
OPENING
HEADER
UP TO 3'-4"
3'-5" TO 5'-4"
(2) 2" XS"
5'-5" TO 5'-6"
(2) 2" X 10"
TO 12'-&"
(2) 2" X12"
L)F I F7
CCNNEC71 ON5 A7
P � LCA�
F N
S3� SCALE: N.T.S.
FDJ ENGINEERING AND DE516N,
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CERT. OF AUTHORIZATION # 50%b
FRANKCMEN640M
ENGINEERING GERTIFIGATIGATION
1 HEREBY CERTIFY THAT I HAY REVIEWED THE
ATTACHED DE51GN AND FOU IT TO BE
COMPLIANCE WITH THE FLORI ILDIN CODE
TTH EDITION (2020) - RESIDEN I/y��\\l
THI5 DRAWING AND DESIGN I YAL OR 12
MONTHS AFTER THE DATE IT 15 51 D
5EALED
THI5 DRAWING AND DESIGN 15 916NFP AND
SEALED FOR RUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E PE
FL PE #15559
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DATE:
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SCALE:
SHEET:
5-2
SPECIFICATION GUIDELINE
.- I - . � . , - -. I I I I 11 1 11 I 1 11 I- If I I I i I I II 1 __ _
__ I _. I 1 I I_
Nlote: The purpose of this Guideline Specification Is to establish a minimum performance
standard for the basic Architectural requirements building components. In certain instances
pre -established building standards or Owner directed use of a particular product or system
mlay supersede the requirements of this speciflcation. Not all sections of this guideline
specification may apply to a particular project or scope of work as described on the
Architectural Coversheet and throughout the construction documents. This specification may
contain certain project -specific Information necessary for proper bidding and construction. The
contractor (and their subcontractors) shall familiarize themselves with this specification prior to
submission of bid or commencement of the Work. Any questions regarding the contents of this
Guideline Specification shall be directed to the Architect in writing.
DIVISION 1 -GENERAL REQUIREMENTS
A. Related Documents:
1. Drawings and General Provisions of the Contract apply to work of this Project and
Specifications.
2. All product manufacturer's specifications and design dimensions, whether indicated on the
plans or not, shall be included as part of this drawing package.
3. The design professional will not be responsible for vendor engineered drawings or
drawings produced by engineers not under contract with Bellevida Residential LLC.
B. All work shall be done in accordance with the following:
1. Building: Florida Building Code, 2020 Ei i
on, The Florida
Building Code, Building.
2. Electrical: Florida Building Code 2020, Electrical and National Electrical Code, 2017.
3. Plumbing: Florida Building Code 2020, Plumbing.
4. Mechanical: Florida Building Code 2020, Mechanical.
5. Fuel Gas: Florida Building Code, Fuel Gas.
6. Florida Fire Prevention Code, 2020.
7. 2020 Florida Accessibility Code for Building Construction
8. All Federal, State and Local codes.
C. Base Information:
1. This drawing package Is based on documents, specifications and related information
provided by the Lessee, Owner or Owner's Agent. Bellevida Residential LLC will not be
responsible for the accuracy of the Information (i.e. blue prints, as -built drawings, CADD files)
provided by other sources.
D. General Requirements:
1. The Contractors shall be responsiblef r o familiarizing themselves with the intent of the
drawings, final interpretation of the scope of work, building standards, schedules and deadlines
prior to bid submission and/or commencement of the work. The Contractor shall further be
responsible for advising the Owner or Owners agent of all long lead time items affecting the
Project Schedule and shall upon request from the Owner or Owner's agent, submit order
confirmations and delivery dates for such long lead time items to the Owner or Owner's agent.
2. The Owner or Owner's agent and Contractor shall be responsible for all phasing of the work.
3. The Contractor shall be responsible for field verifying all existing work or items which are to
remain, and determining whether or not It can be repaired and/or reconditioned to match and
blend with new materials and components.
4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum
period of one (1) year from the date of final payment by the Owner for all work under the
Contract, or for the period of warranty customary, or stipulated for, the trade, craft or
product, whichever is longer.
S. Disruptive or potentially hazardous construction activities shall be coordinated to occur after
normal office hours, so as to minimize disturbances to building occupants. Landlord and
tenants shall be notified prior to such activities that would include, but is not limited to, the
x-ray of existing post tensioned floor slab and floor core drilling, if required.
6. The Contractor shall coordinate with the Building Owner or Building Owner's agent for
delivery to the space of all building materials, and shall arrange for usage of the freight
elevator (or such elevator designated). If delivery of building materials involves the use of
facilities other than the available elevators, the Contractor shall coordinate such activities in a
manner that poses no hazard to any personnel within or around the building or building site.
Costs to repair damage caused to the elevators,
tars, corridors or other common areas during
construction shall be borne by the General Contractor. Provide Building owner 24 hour
notification for any shut down of building systems, services or disruptions to building occupants
i.e. fire sprinklers, fire alarm, water shut off, etc.
7. General Contractors and all Subcontractors shall verify all existing dimensions and all
existing conditions in the field. Any discrepancies shall bere
ported to the Owner or Owner's
agent and Architect. Under no circumstances shall the Contractor scale the drawings to
determine the dimensions. Dimensions are shown from face drywall of gypsum board
construction, unless otherwise noted.
8. Prior to bidding General Contractor is required field survey area of proposed construction to
identify any building maintenance deficiencies. (i.e. lighting ballasts, lenses or diffusers,
cleanliness, broken glazing, mini -blind repair or replacement, or building systems). List is to
be supplied to Building Owner or Owner's agent before construction.
9. The Architect shall not be responsible for any deviation from these drawings as dated on
the sheets. The Architect assumes no liability for the condition of the existing Building Shell or
soundness of the existing Building Systems (roofing, mechanical, electrical, plumbing and fire
protection/alarm etc.)
10. When limited scope of Construction Administration (CA) is provided, the design professional is not responsible for
interpreting the
Intent of the Construction Documents Including making modifications as may be necessary
during the construction phase & that the Engineer of Record is no longer liable for the work
where changes to these documents have been made.
E. Demolition:
1. The General Contractor or Subcontractor shall be held responsible for the removal and the
proper disposal of materials and items referred to as "debris" or determined by the Owner or
Owner's agent or Architect to be refused.
2. The General Contractor shall coordinate all demolition activities with the Owner or Owner's
agent and shall construct visquene dust barriers and block -off return air grills, as well as
filter media on all applicable mechanical equipment, as required so as to contain as much
airborne debris as possible and shall utilize adhesive type walk -off mats to minimize the
tracking of construction dust. General Contractor shall coordinate any power shut downs with
the Owner orOwner's agent, General Contractor shall provide his own
dum star and shall
obtain and include in their contract price all necessary disposal permits and fees as required
by the Local Authorities.
3. Remove all specific items indicated on drawings, I item p gs,asoremov other r a any t e items or
construction as required to accomplish all new work and/or revision work to existing areas as
shown or described elsewhere in the contract documents.
4. The General Contractor shall provide and install signs, all barricades, fences, safety lighting,
scaffolding, and other means of protection as required to comply with all State laws, O.S.H.A.
requirements and local ordinances to safeguard property, the Owner, its clientele, employees,
representatives and others within the areas of construction.
5. General Contractor shall take ordinary precautions to secure and protect materials.
Materials are to be relocated or warehoused as determined by Owner or Owner's agent or
Architect.
6. Contractor to remove all walls shown on demolition plan from floor to deck. Contractor to
remove any existing abandoned portions of walls, studs or bracing above ceiling plane. Price as
separate line item.
7. Remove any existing PVC piping(drains or supply) within plenum.
F. Cutting and Patching:
1. It is extremely important that the Contractor verify tyexi tin concealed conditions prior to
drilling and/or removing existing concrete slabs.
2. Provide all cuttingand patching in existing floors, walls, and ceilings a required for all
p 9 9 ors, a s,s
trades, excluding removal and relocation of Items shown.
3. Patch, repair, and/or replace all adjacent construction which has been damaged during
demolition and/or new construction.
4. Fill and/or fill smooth all projections and voids in existing floors and walls as required for
all new finish, patch work and repairs.
5. Inspect and patch existing fire rated partitions. General Contractor shall label all fire rated
partitions above the ceiling line in the areas of construction.
6. Patch and repair all areas affected by demolition with the same materials and methods to
match existing construction.
G. Submittals:
1. Submit samples of the following items:
a. Wood stain samples for doors, finished wood paneling/ veneers and/or wood base.
b. Paint samples. 81/2 x 11 "draw downs" for every color used.
c. Suspended acoustical ceiling tile samples.
d. All specified carpets.
e. Stained concrete.
f. Vinyl composition tile and vinyl base.
2. Submit complete shop drawings for the following:
a. All structural items (concrete mix designs, wood trusses, steel or composite joist, metal
deck, handrails and guardrails).
b. Toilet Partitions.
c. Millwork including all upper and lower cabinets, hardware pulls, work counters, custom
reception desk, credenza.
d. Fire sprinkler design.
e. Inert gas fire suppression system.
f. Glass door & hardware systems.
g. Specialty glazing.
3. Submittals shall consist of 3 sets of product information on 8-1/2 in. x 11 in. format with
all drawings to scale. Any structural submittals, shop drawings (i.e. concrete mix design, wood
trusses) shall be prepared and signed by a Florida registered engineer.
4. Shop drawings and schedules prepared by others shall be reviewed for the limited purpose
of checking for conformance with the information given and the design concept expressed in
the contract documents and shall not be construed to be part of the Contract Documents, as
the Architect assumes no responsibility for drawings, schedules and/or specifications for work
on this Project prepared or accomplished by others.
5. Contractor shall allow ten (11 0) business days for the Architect/Engineer to review submitted
items. Contractor is solely responsible for any project delays due to any untimely submittal of
Items for review not taking into account the allotted ten (10) day review time.
H. Product Substitutions:
1. Request for changes in products, materials, equipment, and/or methods of construction
required by the Contract Documents proposed by the Contractor after award of the Contract
are considered requests for substitutions.
2. Changes or substitutions will be considered if and when:
a. Proposed changes are in keeping with the general Intent of the Construction Documents.
b. The request Is timely, fully documented and properly submitted.
c. A substantial advantage is offered to the Owner or Owner's agent In terms of cost, time,
energy or environmental conservation or other considerations of merit, after deducting offsetting
responsibilities the Owner or Owner's agent may be required to bear.
I. Final Cleaning:
1. Employ experienced workers or professional cleaners for final cleaning.
2. Comply with manufacturer's instructions i.e. cleaning carpet, stripping and polishing of
resilient flooring.
3. Complete the following cleaning operations before requesting inspection for Certificate of
Substantial Completion:
a. Remove labels and associated adhesive that are not permanent labels.
b. Clean transparent materials, including mirrors and glass in doors and windows.
c. Remove glazing compound and other substances that are noticeable vision -obscuring
materials.
d. Replace chipped or broken glass and other damaged transparent materials.
e. Clean exposed exterior and interior hard surface finishes to a dust -free condition, free of
stains, films, and similar foreign substances.
f. Leave concrete floor surfaces broom clean.
g. Vacuum carpeted surfaces.
h. Wipe surfaces of mechanical and electrical equipment.
I. Clean plumbing fixtures to a sanitary condition.
j. Clean the site, including landscaping development areas, of rubbish, litter, and other foreign
substances (if applicable).
k. Install new mechanical air filters at the conclusion of all cleaning activities.
J. Contractor's Liability:
1. Contractor hereby assumes the entire responsibility for all Work, supervision, labor and
materials provided here under, whether or not erected In place, and for all plant, scaffolding,
tools, equipment, supplies and other things provided by Contractor until final acceptance of
the Work by Owner. The Contractor shall also be responsible at its sole cost and expense for
all measures necessary to protect any property or tenant adjacent to the Work. In the event
of any loss, damage, or destruction thereof from any cause, and except to the extent that
Owner provides Builders Risk Insurance coverage for such loss, damage or destruction at
Contractor's sole cost and expense. In the event damage to the Work Is covered by any
insurance policy provided by the Owner, Contractor will pay the deductible amount.
2. Contractor shall be liable for all costs Owner incurs as a result of Contractor's failure to
perform this Contract in accordance with its terms. Contractor's failure to perform shall include
the failure of its suppliers or subcontractors of any tier to perform. Contractor's liability shall
include, but not be limited to:
a. Damages and other delay costs suffered by Owner.
b. Owner's increased costs of performance, such as extended overhead and Increased
performance costs resulting from Contractor caused delays or improper Contractor work.
c. Warranty and rework costs.
d. Liability to third parties including the Engineer, Architect, and other design professionals
e. Attorney's fees and related costs.
K. Indemnification:
1. To the fullest extent permitted by law, the Contractor shall indemnify, hold harmless and
defend the owner, Architect and all of their agents and consultants, directors and employees
("Indemnities") from and against all claims, damages, demands, losses, expenses, causes of
action, suits or other liabilities (including all costs and reasonable attorneys' fees), arising out
of or resulting from the performance of Contractor's Work under the Contract, provided any
such claim, damage, delay, loss or expense Is attributable to bodily injury, personal injury,
sickness, disease or death, or to injury to or destruction of tangible property, including the
loss of use resulting there from, to the extent caused In whole or In part by any negligent
act or omission of the Contractor or anyone directly or indirectly employed by him or anyone
for whose acts Contractor may be liable, regardless whether it is caused in part by an
Indemnities. This indemnification shall not be limited in any way by any limitation on the
amount or type of damages, or b n f yp g , e e its payable by or for the Contractor under
any workers' compensation acts, disability benefits acts or other employee benefits acts. This
indemnification shall be in addition to any indemnity liability imposed by the contract
documents. Contractor is obligated to maintain adequate contractual liability Insurance to secure
this Indemnification obligation.
2. Contractor will have all subcontractors agree to Indemnify the Indemnities in the same
manor the Contractor has agreed to indemnify the Indemnities under Div. 1, paragraph K.I.
3. Contractor's assumption of liability is independent from, and not limited In any manner by,
the Contractor's insurance coverage that is required by the Owner or Owner's agent.
L. Changes and Claims:
1. Contractor shall submit in writing to Owner any claims for adjustment In the price, schedule
or other provisions of the contract claimed by the Contractor for changes directed by the
Owner, or for damages for which the Owner is liable, or as a result of deficiencies or
discrepancies in the Contract Documents, within five (5) days of the beginning of the event for
which claim is made. If requested by Owner, Contractor shall furnish complete substantiation of
any claim within ten (10) days of Owner's request, otherwise such claim shall be deemed
waived.
2. The Owner shall have the right to order extra work to be performed on lump sum, unit
rates or time and material basis. All changes and claims will be priced on the basis of the
unit rates set forth on a Contractor supplied Schedule of Values to the extent applicable. All
unit rates will remain valid for the duration of the Project. For adjustments to the contract
price which are based on other than lump sum, the Contractor agrees to charge no more
than 5% for proflt and 10% for overhead.
3. Pending resolution of any claim, dispute or other controversy nothing shall excuse the
Contractor from proceeding with prosecution of the Contract Work.
M. Bidding Instructions:
1. Unless otherwise noted, the Owner or Owner's agent will be responsible for the bidding and
negotiation and selection of the Contractor. Questions regarding the bidding schedule, format,
and any other bid -related instructions shall be directed to the Owner or Owner's agent.
2. Submission of Bid is an acknowledgment by the Contractor that he has read and
understands the contents of this Guideline Specification and is in receipt of all construction
documents, addendums, owner prepared instructions to bidders, etc. Contractor shall list on
their bid submission the drawing sheets used for bidding, any addendums and associated issue
dates or revision dates).
( )
N. Closeout Requirements:
1. Submit written certification that the Contract Documents have been reviewed, work has been
Inspected and that work is complete in accordance with Contract Documents.
2. Provide an "Operation and Maintenance Instruction" Booklet containing the following
Closeout Documents.
a. Section 1: Directory, listing names, addresses and telephone numbers of
Contractor, Subcontractors and major equipment suppliers.
b. Section 2: Operation and maintenance instructions, arranged by system and subdivided by
specification section. For each category, identify names, addresses and telephone numbers of
Subcontractors and suppliers.
1) . Significant design criteria
2) . List of equipment.
3) . Parts list for each component.
4) . Operating instructions.
5) . Maintenance instructions for equipment and systems.
6) . Maintenance instructions for (special) finishes, including recommended cleaning methods
and materials, and special precautions identifying detrimental agents.
c. Section 3: Project documents and certificates.
1.) Shop drawings and product data.
2). Final release of liens.
3). Certificates.
4). Originals of warranties and bonds.
3. Submit final Application for Payment identifying total adjusted Contract Sum.
4. Submit two copies of closeout booklet within 10 days after Substantial Completion.
DIVISION 2 - SITE WORK
( Reference Civil or Site drawings if part of the drawing set.)
A. Trenching, Back filling and Compaction:
1. The General Contractor ill be responsiblef r w o any trenching, back filling and compaction
relative to the Work. The Contractor shall
e o e Cont acto s a coordinate all excavation activities with all potential
Owner's of underground facilities In the areas to e g e b excavated. Unless otherwise noted in the
contract documents, all utility services shall remain in service during construction without
Interruption.
a. Soil Compaction shall be 95% of laboratory density (FMi-T166).
b. Cost of Compaction testing shall be bome by the General Contractor.
2. Sterilization: Contractor shall procure and pay for all tests and water required for
sterilization and tests required for all equipment, pipelines, tanks and other parts of the project
with which water comes in contact and which have been contaminated by the Contractor after
completion of construction.
SITE:
1. Utilities Locations: The Contractor shall verify the locations, elevations, and dimensions
of all existing utilities affecting this work prior to construction. The Owner shall be
notified of any discrepancies.
2. Utilities Protection: The Contractor shall eextreme caution i C sha use n areas of buried utilities
and shall provide at least 48 hours notice to the utility companies prior to construction
to obtain field locations of existing underground utilities. The Contractor shall protect
and maintain operation of existing tilt services during construction. p g u ty se ce d g
3. Damage: The Contractor is responsible for repairing any damage to existing facilities,
above or below ground, m 0 o that a occur as a result of the work performed h g y p edbyt e
Contractor.
4. Grading: The sit
e shall be initial/ grades such that no off -site area will b adversely
9 Y9 e s Y
affected by storm water runoff. All areas shall be protected from erosion caused by
storm water runoff. The final grades to be as shown on site plan. The owner to
furnish sod and irrigation.
VISION 3 - CONCRETE
( Reference Structural drawings if part of this drawing set.)
A. General:
1. All work whether It be slabs, pads, ramps or walks shall have a concrete mix designed to
obtain a minimum strength of 3,000 psi at 28 days. Reinforcement shall be In conformance
with that indicated on the structural drawings.
B. Poured -in -placed Concrete:
1. Codes and standards:
ACI 318 "Building Code Requirements for Reinforced Concrete"
ACI 315 "Details and Detailing of Concrete Reinforcement"
ACI 301 "Specifications for Structural Concrete for Buildings"
2. Concrete is to be normal weight conforming to ASTM C94: (U.N.0)
a. Portland Cement - ASTM C150
b. Aggregates (3/4 in. maximum) - ASTM C33
c. Air entraining - ASTM C260
d. Water Reducing - ASTM C494
e. Flyash (20% maximum) - Class F ASTM C618-78
f. Water - Potable
g. Slump Range - 3 in. - 5 in.
h. Placement Time (Maximum) - 90 minutes from batch time required.
3. Minimum compressive strength after 28 days:
a. Footings, masonry fill - 3000 PSI
b. Beams - 4000 PSI
4. Reinforcing steel is to be Grade 60 conforming to ASTM A615
a. Minimum lap splice - 30 diameters (U.N.O.)
b. Bar cover:
Footings - 3 in.es
Beams -1-1/2 in.
c. Provide comer bars which match the horizontal bars at all wall footings and tie beams.
d. Welding reinforcing if required shall conform to AWS D1.4.
5. Slab -on -grade
a. Welded wire fabric - ASTM A185: lap mesh 6 in. minimum at joists
b. Moisture barrier - 6 mil polyethylene
c. Compressive strength - 3000 PSI
6. Install ties, spacers, chairs, etc. (per CRSI recommendations) necessary to securely hold
reinforcing during concrete placement. Use plastic tips at all exposed surfaces.
7. Use internal vibrators to consolidate all concrete.
8. Concrete curing options
a. Liquid membrane forming chemical compound conforming to ASTM C309.
b. Continuous moisture in accordance with ACI 301.
9. Concrete shall be finished per enclosed drawings.
10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards.
Send test results to the owner, design professional, structural engineer and General Contractor.
a. Slump test - ASTM C143
b. Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28
days and hold one in reserve.
11. All beams shall be poured monolithically.
12. Exposed edges of columns and beams shall be chamfered 0 in. unless noted otherwise on
architectural drawings.
13. Coat all forms with a commercial compound that will not bond or adversely affect the
concrete.
14. The contractor is responsible for the proper design of all form work and shoring. Design
shall be performed by a licensed engineer.
15. Coordinate locations of all openings, embeds and accessories that are required by all
trades. No opening or sleeve may be placed in beams or columns unless approved by the
engineering.
16. Proper placement of all embeds, anchor bolts, and etc. shall be verified prior to placing
the concrete. Notify the engineer of any conflicts.
DIVISION 4 - MASONRY
A. Concrete Masonry Units (CMU)
1. Grade 'N' type II hollow load bearing masonry units which conform to ASTM C 90.
a. Net Compressive Strength Test of units = 2,000 psi.
b. f m = 1,350 psi. coatings and in walls not exposed to weather.
2. Size: 16" long x 8" high nominal: 15-5/8" long x 7-5/8" high actual.
3. Type I, moisture- controlled unit. Hollow load bearing block, ASTM C90.
B. Mortar and Grout.
1. Mortar shall be type'M' or'S' and conform to ASTM C 476.
a. Portland Cement: ASTM C 150, type I.
b. Hydrated Lime: ASTM C 207, type S.
c. Aggregate for mortar: ASTM C 144.
d. Aggregate for grout: ASTM C 404.
2. Course Grout shall conform to ASTM C 476.
a. 3,000 psi at 28 days.
b. 3/8" aggregate.
C. 8"Al)" slump.
d. Fill all cells containing reinforcing with course grout.
3. All work shall conform to ACI 530-88.
4. Water: Clean and potable.
5. Joints: Floated smooth and even.
6. Reinforcements:
a. Reinforcing bars shall be lapped 48 diameters where spliced.
b. All vertical bars shall be held in position at the top and bottom and with a
minimum clearance of 1/4" to the masonry walls and one diameter between bans.
c. Horizontal reinforcing shall conform to ASTM A 82.
d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Our-o-wall or equal at 16"
o.c. and shall be lapped a minimum of 6" at each splice.
C. Placement:
1. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints,
vertical and horizontal.
2. Masonry Inspection shall be per ACI 530.
D. Masonry units and mortar ingredients shall be stored on pallets and covered with visquene.
DIVISION 5 - METALS
Steel Construction: (See Structural drawings for in-depth specifications)
A. Light Gauge Metal Framing:
1. General: Type of work in this section includes exterior wall and soffit framing as indicated
on the drawings. The type of light gauge metal framing units include the following:
a. One or more of the following "C" shaped steel studs (25 gauge, 20 gauge)
b. One or more of the following "C" shaped steel joist; 2-1/2", 3-5/8", 6"
2. Quality Assurance: Comply with the referenced provisions of the following standards and
specifications:
a. ASTM A446-87 Steel Sheet, zinc -coated (galvanized) by the hot dip process, structural
(physical quality).
b. ASTM A525-87 General requirements for sheet steel, zinc -coated by the hotdip process
commercial quality.
c. ASTM A570-85 hot -rolled carbon steel sheet and strip, structural quality.
d. ASTM A611-85 cold -rolled carbon steel sheet, structural quality.
DIVISION 6 - WOOD AND PLASTICS (See Structural drawings AND PERMIT SUBMITTED for In-depth
specifications AND LUMBER SELECTIONS. SECTIONS ARE GENERAL GUIDELINES ONLY FOR SCOPE
OF WORK.)
A. Miscellaneous Lumber:
1. Provide wood for support attachment of other work including cant strips, bucks, nallers,
blocking, furring, grounds, stripping, and similar members.
2. Grade: Standard grade light framing size lumber of any species or board size lumber as
required. No. 3 Common or Standard grade boards per WCLIB rules or No. 3 boards per SPIB
rules. Moisture content: Maximum 19 percent for lumber items not specified to receive
preservative treatments.
3. Pressure treat all wood members exposed to weather or in contact with masonry, concrete,
or soil.
B. Plywood sheathing:
1. Wall sheathing: APA, Structural 1, Group I, size and span rating Indicated: nailed with 8d
nails at 6 In. o.c. at edges and 12 in. o.c. at intermediate supports.
C. Miscellaneous Material:
1. Fasteners and Anchorage:
a. Provide size, type, material, and finish and as recommended by applicable standards,
complying with applicable Federal Specifications for nails, screws, staples, bolts, nuts, washers,
powder actuated fasteners, and other anchoring devices.
b. Provide metal hangers and framing anchors of size and type recommended by the
manufacturer for each use including recommended nails.
c. Where rough carpentry work Is exposed to weather, in ground contact, or in area of high
relative humidity,provide fastenersn n hor w' p and anchorage age with hot -dipped zinc, ASTM A-153.
OWNER IS RESPONSIBLE TO REGULARLY TEST FOR WOOD INFESTATION AND MOISTURE INFILTRATION
OF WOOD MATERIALITY.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
A. Bituminous Damp proofing:
1. Provide non-fibrated type liquid glass fabric asbestos free emulsion, ASTM D 1227, Type III
Manufacturer: Karnak Chemical Corp. or equal.
2. Installation: Apply coat of liquid asphalt emulsion damp proofing material by brushing or
spraying at rate of 1.5 to 2.5 gal. Per 100 sq. ft., as required for uniform dry film thickness
of not less than 15 mil. on the interior surface of existing or new masonry or concrete tilt
walls.
B. Plastic Vapor Barrier:
1. Provide a minimum 10 mil. carbonized polyethylene sheet comply with ASTM D-96.
E. Fire Safing Insulation (one of the following):
1. Non-combustible rated per ASTM E-136 Rockwood Industries "Fire Stop".
2. USG "Thermaflber Safing".
3. Thickness as required to fire stop gaps in walls or at the wall/roofdeck Intersection so as
to maintain the designed fire rating. Refer to drawings and UL design criteria.
F. Sealant:
1. Interior: Paint grade silicone.
2. Interior: Wet locations: Mildew -resistant silicone, white.
3. Exterior: Paint grade silicone.
4. Fire Stop and Fire rated penetrations: Dow Coming Fire Stop Foam 2001 and Fire Stop
Sealant 2000 3M Fire Barrier Caulk CP-25 General Electric P nsil t e 200 Fire stop Foam and
I P
Pensil 100 Fire stop Sealant.
TERMITE PROTECTION NOTE (FBC 2 :
S ( C 20 0)
1. A permanent sign which identifies the termite treatment provider and need for re -inspection
and treatment contract renewal shall be provided. The sign shall be
posted near the electric panel. -F.B.C. R105.11, FBC SECT 1816
2. Weather resistant jobsite posting board shall be provided to receive duplicate
treatment cart. as req'd protective treatment is completed, providing a copy for the
person the permit is Issued to and another copy for the building permit files. The treatment
certificate shall provide h product art a de the o uct used identityof the applicator, timean date h d to of e
P p PP
treatment,site location, area treated, chemical used, percent concentration and number of gals.
used, to establish a method for termite prevention is used, final ext. treatment shall be
completed prior to final building approval.
1816.1 Termite protection. Termite protection shall be provided re
gistered e Istered termiticides
P P P Y 9
including soil -applied pesticides, baiting systems and pesticides applied to wood, or other
approved methods of termite protection labeled for use a pp p s as preventative treatment to new
construction. See Section 202, Registered Termiticide. Upon completion of the application of the
termite protective treatment, a certificate of compliance shall be issued to the building
department by the licensed pest control company that contains the following statement: "The
building has received a complete treatment for the prevention of subterranean termites.
Treatment is in accordance with rules and laws established by the Florida Department of
Agriculture and Consumer Services."
1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil
treatment inside the foundation perimeter shall be done after all excavation,
backfilling and compaction is complete.
1816.1.2 if soil treatment is used for subterranean termite prevention, soil area disturbed after
initial chemical soil treatment shall be retreated with a chemical soil treatment,
including spaces boxed or formed.
1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors
boxed out or formed for the subsequent installation of plumbing traps, drains or any
other purpose shall be created by using plastic or metal permanently placed forms of
sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment.
1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil
shall be protected with a minimum 6 millimeter vapor retarder to protect against rainfall
dilution. If rainfall occurs before vapor retarder placement, re -treatment is required. Any work,
Including placement of reinforcing steel, done after chemical treatment until the concrete floor Is
poured, shall be done in such manner as to avoid penetrating or disturbing treated soil.
1816.1.5 If soil treatment is used for subterranean termite
prevention, concrete over -pour or mortar accumulated along the exterior foundation perimeter
shall be removed prior to exterior chemical soil treatment to enhance vertical penetration
of the chemicals.
1816.1.6 If soil treatment is used for subterranean termite
prevention, chemical soil treatments shall also be applied under all exterior concrete or grade
within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical
barrier shall be applied promptly after construction is completed, including initial landscaping
and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical
barrier is applied shall be promptly retreated.
1816.1.7 If a registered termiticide formulated and registered as a bait system is used for
subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not apply; however, a
signed contract assuring the installation, maintenance and monitoring of the baiting system for
a
minimum of 5 years from the issue of the certificate of occupancy shall be provided to the
building official prior to the pouring of the slab, and the system must be installed prior to
final building approval. If the baiting system directions for use require a monitoring phase prior
to installation of the pesticide active Ingredient, the Installation of the monitoring
phase components shall be deemed to constitute installation of the system.
1816.1.8 If a registered termiticide formulated and registered as a wood treatment is used for
subterranean termite prevention, Sections 1816.1.1 through 1816.1.6 do not
apply. Application of the wood -treatment termiticide shall be as required by label directions for
use, and must be completed prior to final building approval. Changes in framing
or additions to framing in areas of the structure requiring treatment that occur after the
Initial wood treatment must be treated prior to final building approval.
1816.2 Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors
shall not be of cellulose- containing materials. N soil treatment is used for
subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010 inch
(0.254 mm), and be sealed within the slab using a non -corrosive clamping device to eliminate
the annular space between the pipe and the sleeve. No termiticides shall be applied inside the
sleeve.
OWNER IS RESPONSIBLE TO REGULARLY TEST FOR INSECT INFESTATION.
OWNER IS RESPONSIBLE TO REGULARLY TEST FOR RADON AND REVIEW FBC 2020 APPENDIX E
CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS /
APPENDIX F - PASSIVE RADON RESISTANT NEW RESIDENTIAL AND UNDERSTAND ALL RISKS
INHERENT AND WILL NOT HOLD ARCHITECT BUILDING OFFICIALS, OR CONTRACTOR LIABLE
DIVISION 9 - FINISHES
General Notes:
1. General Contractor to coordinate all finishes with tenant provided directive.
2. All interior finishes must meet the requirements for NFPA-101 2006 edition Chapter 38.3.
A. Gypsum Wallboard:
1. Product:
a. Interior partitions: 112 in. thick with wood framing; 5/8" with steel framing, comply with ASTM C 840.
b. Fire Resistant: 518 in. thick, type X, comply with ASTMC 1396.
c. Water resistant gypsum backing board: 5/8 in. thick, comply with ASTM C 630.
d. Exterior gypsum soffit board: 5/8 In. thick, comply with ASTM C 931.
2. Drywall Accessories:
a. Provide corner beads, edge trim and control joints which comply with ASTM C 1047,
b. Gypsum board screws: ASTM C 1002.
c. Provide concealed interior support steel for partial height wall greater than 3 ft. long from
the freestanding end.
3. Finish: apply ready -mix drying -type all purpose joint compound in three (3) coats (not
including pre -fill of openings in base) and sand between coats and after last coat Surface
to be smooth.
4. Inspections: inspect and patch existing one (1) and two (2) hour rated partitions to
maintain their rating. Label rated and smoke partition above the ceiling line.
5. Level of gypsum board finishing shall be as described in Chapter 4 of the USG handbook
and GA-214-90 Levels of Gypsum Board Finish. Unless otherwise noted, Levels 4 and 5 finish
levels shall be obtained In all reception areas, conference rooms, offices and corridors.
a. Level 1: Specified in plenum areas above ceilings and other concealed areas not open to
public view and when required, a degree of sound and smoke control shall be obtained via
"fire -taping".
b. Level 2: Specified where water-resistant gypsum backing board (ASTM C630) is used as a
substrate for tile.
c. Level 3: Specified in appearance areas that are to receive heavy or medium texture (spray
or hand applied) finishes before final painting, or where heavy grade wall coverings are to be
applied.
d. Level 4: Specified in appearance areas where textured flat paint (i.e. eggshell), light textures
or wall coverings are to be applied. Joints and fasteners must be adequately concealed.
e. Level 5 (Highest Quality Finish): Specified in appearance areas where gloss, semi -gloss,
enamel, or non -textured paints are specified or where severe lighting conditions (down lights,
wall washers, etc.). After filling and three (3) coats of joint compound have been applied to
taped areas, a thin skim coat of joint compound shall be applied over the entire surface.
After the skim coat has dried, the entire surface shall be primed with Sheet rock "First Coat"
or a flat latex paint with high solid content applied undiluted.
B. Stucco: ALL EXTERIOR COVERING TO COMPLY WITH FBC 2020 7TH ED - R703.7 CONTRACTOR TO REVIEW.
1. Work Included: Exterior Portland cement plaster (stucco) for exterior wall surfaces and
exterior ceiling areas. See Architectural drawings for details and locations.
2. Plaster Materials - Exterior Stucco:
a. General: Provide standard products recommended by the manufacturer for application
Indicated, comply with ANSI A42.2 and ASTM C926.
b. Base -Coat Cement: Portland Cement, ASTM C 150, Type I or la.
c. Base -Coat Lime: ASTM C 206, special finishing hydrated lime, known as Type S.
d. Base -Coat Aggregate: Sand (ANSI-A42.2).
e. Prepared Finish -Coat: Factory -prepared finish coat.
1). Base Building Texture: Skip Troweled.
2). Exterior ceiling surfaces: Smooth Troweled.
f. Admixture: For scratch coat and brown coat add one of the following to stucco/plaster mix
per manufacturers recommendation: Thoro Systems "Acryl 60", Lambert "Acrylbond". Mix
additive at the rate of 1 part admixture to 3 parts water, blend solution thoroughly, then use
solution as a replacement of water.
3. Accessories:
a. Vapor Barrier: For Installation of stucco on exterior sheathing: Install 15# asphalt
saturated felt building paper, all seams sealed against moisture penetrations.
b. Bonding Agent: For use on cast In place concrete block, use one of the following bonding
agents: Lambert "Hi -Bond", Thoro "Thorobond".
c. Metal Lath Materials:
1). General: Comply with the following: ASTM C 841an F d S Q-L-101.
PY 9 Q
2). Backing: Where lath is indicated without sheathing, provide lath with factory -applied
backing of moisture -resistant paper or polyethylene film.
3). All metal lath to be galvanized per ASTM A 525.
4). Exterior Diamond Mesh Lath: 3.6 lbs. Per sq. yd. large Mesh openings (approximately
1-3/8 in. deformations).
4. Metal Plastering (Stucco) Accessories and Reinforcement:
a. All metal plastering accessories to be made f i p g d o zinc alloy.
b. Small -Nose Corner Bead: General purpose type with expanded of perforated flanges.
c. Cornerite and Square -Edged Casing Bead: Manufacturer's standard exterior pre -formed
product.
d. Control Joints: Folded pair of non -perforated screeds in M-shaped configuration with
expanded flanges.
e. Expansion Joints: Prefabricated 3/8" for exterior.
f. Fasteners: Galvanized steel, of type and length suitable for adequate penetration of
substrate.
g. Anchor each flange of accessories 8" o.c. to plaster base.
h. Miter or cope accessory comer, and install with tight accurately aligned.
i. Install casing beads at termination of plaster work.
5. Plaster (Stucco) Application:
a. Apply 3-coat plaster over metal lathed substrates (scratch/level, brown, and finish coats) 0
In. thick unless otherwise indicated. Float finish topcoat of the base -coat work (do not
scratch) for bond with finish -coat. Comply with ANSI-A42.2.
b. Apply finish coat plaster not more than 1/8 In. thick.
C. Tile: (ONLY IF USED, SEE GENERAL CONTRACTOR AND ARCHITECT IF APPLICABLE, TYPICAL FOR
FINISHES)
1. Marble threshold:
2. Ceramic tile: (to be selected by OWNER/ Contractor)
a. Field: Size: Color: (to be hand selected by Owner and Contractor)
b. Accent tile: Size: Color:
c. Install in accordance with TCA-F112 and ANSI A108.5. Grout In accordance with ANSI
At 08.10.
3. Glazed tile:
a. Field: Size: Color:
b. Accent tile: Size: Color:
1) Install in accordance with TCA-F112 and ANSI A108.5. Grout in accordance with ANSI
A108.10.
4. Grout color shall be selected by owner from standard manufacturer's colors.
1. ROOFING: PROVIDE FL PRODUCT APPROVAL AND MANUF. INSTRUCTIONS PER FBC 2020
2. Contractor to provide watertight roof system.
3. Samples: Provide samples of shingles for Owner Selection prior to purchase.
4. Shingles: Provide tiled shingles as specified with a 40 year transferable warranty
to resist 140 mph wind. Must meet UL 790, ASTM D7158, Class H, ASTM D3462, Florida
Building Code and be resistant to discoloration and UV lighting.
5. Built-UpRoofing if applicable: Granular surfaced modified
g pp dl ed asphalt roofing system, insulated substrate,
base sheet, 4-ply & mineral surfaced cap sheet equal to GAF Conventional Built -Up
Roof System.
6. Underlayment: Provide as per manufacture specifications.
W.R. GRACE & CO ICE & WATER SHIELD HT.
7. Flashing: Provide n in t 11. 40 alum. flashing g o e and s a 0as recommended by S.M.A.C.N.A.
8. OWNER TO SELECT COLOR SELECTION
O SE C ON OF DRIP EDGE FLASHING EQ. TO GIBRALATOR
BUILDING PRODUCTS 61N (2.5" FACE) ALUM. DRIP EDGE FLASHING WITH CEMENT APPLICATION
AND CONSISTENT NAILING FASTENED AS SCHEDULED.
9. Spray Polyurethane Foam Insulation- NOT USED.
WINDOWS/ DOORS: EQUAL TO PGT or LAWSON WINDOWS.
10. Door Hardware: See GC specs for allowance. Provide all stops, hinges,
weather strips, thresholds, etc. to ensure quiet and safe door operation.
11. Keying & Locksets: All exterior locks to have interchangeable cores & heavy duty
cylindrical type locksets, and to be keyed to a Master. Provide 4 Master keys.
ALL DOOR AND WINDOW MANUFACTURE SPECIFICATIONS MUST EITHER MEET OR EXCEED ANY
OR ALL NOTES AND DETAILS. ALL DOORS/ WINDOWS MUST COMPLY WITH ANSI TEST STANDARDS
THAT ARE SPECIFIED IN THE FL BUILDING CODE. ALL DOORS AND WINDOWS MUST ALSO COMPLY
WITH AAMA, WDMA, AND MIAMI-DADE LABELED PRODUCTS IN THE BLDG. OFFICIAL REQUIRES THEM.
PLEASE CHECK LOCAL BLDG. CODE FOR EXACT REQUIREMENTS.
ADDITIONAL STRUCTURAL DESIGN CRITERIA:
AREAS: LIVE LOADS: DEAD LOADS
FLOORS 40 PSF *PSF
BALCONIES 60 PSF 10 PSF
GUARDRAILS /HANDRAILS 200 PSF 10 PSF
BALUSTERS 50 PSF 10 PSF
SHINGLE ROOF 20 PSF 10 PSF
BUILT UP FLAT ROOF 20 PSF 10 PSF
TILE ROOF 25 PSF 15 PSF
1. Paint - General:
1. Provide manufacturers, colors and products as indicated on drawings and in schedules. Work
includes painting and finishing of Interior (and exterior when applicable) exposed items and
surfaces throughout the project, including but not limited to the entire perimeter of the project
i. e. handrails and bollards. Provide all surface preparation and priming as required.
Ii. Surfaces to be painted: Except where natural finish of material is specifically noted as a
surface NOT to be painted, paint exposed surfaces whether or not colors have been designated
on schedules. Where Items or sources are not specifically mentioned, paint the same as similar
adjacent material or area. If color or finish is not designated, Architect will make the required
selections.
a. Do not paint over any code required labels, i.e. U.L. or Factory Mutual, or any equipment
identification, performance rating, name or nomenclature plates.
b. Contractor will be required to submit paint draw -downs for architect's approval.
c. DO NOT apply paint in rain, fog or mist, or when relative humidity exceeds 85%, or to damp
or wet surfaces, unless permitted by paint manufacturer's printed instructions. Painting may be
continued during inclement weather if areas and surfaces to be painted are enclosed and
heated or conditioned within temperature limits specified by paint manufacturer during
application and drying periods.
PP r'Y 9
d. Use of lead containing paint products will not be acceptable. All paint products must be
VOC compliant.
e. Approved manuf: Sherwin Williams, Glidden/ ICI, Porter Paints, Color Wheel / Comex.
J. Exterior Paint: (SELECTIONS BY OWNER, COORDINATE WITH GENERAL CONTRACTOR/
1. Wood
a. Primer: 1 coat, Kilz primer
b. Finish: 2 coats, acrylic latex.
c. Color:
2. Metal (ferrous)
a. Primer: Pre -treat with Duosol, apply 1 coat, Kem Kromik primer or equal.
b. Finish: 2 coats, industrial enamel, VOC compliant.
c. Color:
3. Metal (nonferrous):
a. 2 coats, Metalatex semi -gloss enamel.
b. Color:
4. Masonry, Concrete, Stucco:
a. Primer: 1 coat, heavy duty block Hiller.
b. Finish: 2 coats, acrylic latex.
c. Color:
5. All hairline cracks In masonry will be caulked and or bridged with a brush -on Elastomeric
sealant to match the existing surface. Cracks larger than hairline but smaller than 1/8 in. will
be caulked with Mameco Vulkem 116 polyurethane sealant. Cracks larger than 1/8 in. are to
be filled with a backer rod and then filled with Vulkem 116.
K. Interior Paint:
NOT USED
DIVISION 10 - SPECIALTIES
Not used
DIVISION 11 -EQUIPMENT
Not used
DIVISION 12 - FURNISHINGS
Not used
DIVISION 13 - SPECIAL CONSTRUCTION
Not used
DIVISION 14 - CONVEYING SYSTEM
Not used
DIVISION 15 - MECHANICAL
Not used
DIVISION 16 - ELECTRICAL
General Notes:
1. Architect shall be notified Immediately by the General Contractor if any discrepancies are found between the
Architectural Drawings and Structural Drawings. Sub Contractors shall be responsible for the information
contained within the entire set of Construction Documents.
ELECTRICAL
1. All Electrical work shall b in accordance with the following ca e e codes and all local codes and
ordinances, 2020 Florida Building Code (FBC) w/ any relevant Supplements, and
latest Florida Fire Prevention Code (FFPC)
2. All wire, conduits and boxes shall be concealed unless noted otherwise.
3. All conductors shall be stranded copper, THHN/THWN, minimum #12 AWG. All conduit shall
be concealed, unless otherwise shown.
4. All circuits shall contain a separate green, copper grounding conductor.
5. Panel boards shall be accurately labeled to identify final circuit numbers utilized, their
load, and location.
6. Electrical installation shall be closely coordinated with all other work. Contractor shall be
responsible for all costs associated with ill-timed Installation including any associated
repairs or replacements.
7. All receptacles shall have a ground terminal.
8. Coordinate all temporary power requirements and all primary utility relocation and new
work with power company.
STRUCTURAL
1. SOIL UNDER SLAB TO BE CLEAN COMPACTED FILL - POISONED.
2. CONCRETE SLAB TO BE 3,500 PSI @ (28) DAYS.
3. CONCRETE FOOTINGS & FOUNDATION WALLS TO BE 4,000 PSI @ (28) DAYS.
4. ASSUMED SOIL BEARING - 2,000#.
5. OWNER IS RESPONSIBLE FOR HIRING SOILS ENGINEER. VERIFY WITH OWNER PROVIDED
INFORMATION PRIOR TO ORDERING CONCRETE TO BE FIELD VERIFIED PRIOR TO PLACING OF
FOOTING REINFORCEMENT. CONCRETE POUR = NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS
TO MEET ASSUMED REQUIREMENTS. STRUCTURAL DESIGNER SHALL BE IN COMPLIANCE WITH
FBC 2020 AND ALL LOCAL ORDINANCE AND REGULATIONS.B H. 1 (REFER FBC C 8).
6. WIND LOAD DESIGN = REFER TO COVER SHEET
7. EXPOSURE - REFER TO COVER SHEET
- TRUSSES, I -JOISTS, AND WOOD / LVL BEAMS - IF ANY UNFORESEEN ISSUES ARISE ON
EXISTING STRUCTURE, OWNER AND ARCHITECT ARE TO BE NOTIFIED. IN THIS CASE, TRUSS
MANUFACTURER WOULD BE RESPONSIBLE FOR PROVIDING PROFESSIONAL ENGINEERING SERVICES.
THE TRUSS MANUFACTURER IS TO ASSUME ENGINEERING RESPONSIBILITIES, HAVE SHOP DRAWINGS
PREPARED AND DO A COMPREHENSIVE ENGINEERING ANALYSIS, BY A FLORIDA REGISTERED
STRUCTURAL ENGINEER (INCLUDING CONNECTIONS).
- CONTRACTOR TO COORDINATE WITH OWNER REGARDING A THIRD PARTY SURVEILLANCE SYSTEM
SHOULD WIRING CAMERAS AND WIRELESS SYSTEM BE WITH COORDINATEDDOORS &WINDOWS,
(TYP.).
GYPSUM BOARD/ BACKER BOARDS:
1. GWB: Install 1/2" MOISTURE RESISTANT gypsum wall board throughout with "First Coat"
finish by US Gypsum.
2. NOT USED.
3. Water -Resistant Gypsum Backer Board: Provide at all wet areas.
4. Tile Backer: Provide a "cementious backer unit" equal to Durock Cement Board.
DIV 22 PLUMBING:
1. ALL PLUMBING WORK SHALL CONFORM WITH THE 2020, 7TH EDITION FLORIDA PLUMBING
CODE. RUN PLUMBING CONCEALING IN WALLS AND BELOW SLAB AND MAKE ALL JOINTS
HIDDEN IN WALL ABOVE SLAB. VERIFY ALL EXISTING SERVICE IS COMPATIBLE.
2. VERIFY ALL PLUMBING DIMENSIONS WITH CABINET MAKER'S SHOP DRAWINGS PRIOR TO WORK
PERFORMED BY ALL TRADES.
3. BEFORE START OF ANY PLUMBING WORK, PLUMBING CONTRACTOR SHALL LOCATE EXISTING
WASTE LINE, EXCAVATE AS REQUIRED. ADJUST WASTE ROUTING AND DIRECTION AS REQ TO
CONNECT TO EXISTING WASTE LINE (IF NECESSARY)., TYR
4. LOCATE AND COORDINATE ALL VENTS, VALVES, DRAINS, AND FIXTURES AS REQUIRED BY CODE.
COORDINATE WITH OWNER AND CONTRACTOR PRIOR TO ORDER./ INSTALL. IF EXISTING
PLUMBING IS USED PLUMBING CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND
DESIGN PROFESSIONAL AND NOTIFY THEM IMMEDIATELY IF ANY DEVIATIONS FOUND.
_ ___ ____. _ . __.. _ ._._ __.
FDJ ENGINEERING AND DE516N,
LLC
GERT. O? AUTHORIZATION # 90968
FRANKOPMENG.GOM
THIS DRAWING AND DESIGN 15 516NED AND
SEALED FOR STRUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E PE
FL PE #1353q
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SITE PLAN NOTES:
1. DRIVEWAY SHALL BE CONSTRUCTED PER
DEPARTMENT OF PUBLIC WORKS TRANSPORTATION
TECHNICAL MANUAL SECTION IV
2. CONCRETE PADS TO BE PLACED ON EXISTING GRADE
3. NO OPEN TRENCHES FOR UTILITIES
4. ROOT PRUNE ALONG FOUNDATION AS NEEDED AS
REQUIRED
5. ALL DRAINAGE RUN OFF TO BE DIRECTED AWAY
FROM HOME & ADJACENT PROPERTY
5. ALL DRAINAGE RUN OFF TO BE DIRECTED TOWARDS
COMMON DRAINAGE EASEMENT THROUGH
DOWNSPOUTS AND BURIED 6" ADS PIPE
LOT COVERAGE:
SIZE OF LOT: 8400 SF
HOUSE FOOTPRINT: 1897 SF
DRIVEWAY: 418 SF
WALKWAY: 71 SF
A/C PAD: 9 SF
TOTAL LOT COVERAGE: 28.5% 2395 sgft
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Site information shown on these drawings was obtained solely for use in
establishing design controls for the project. The accuracy of this information is
not guaranteed and it is not to be construed as part of the plans governing
construction of the project. It is the CONTRACTORS / Owners responsibility to
obtain additional civil information pertaining to drainage, runoff, collection, and
rain water management. The design professional assumes no liability for the
accuracy of site conditions.
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