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VCV 1 CL1' NILAL V15LLAIMIt
Subsurface information shown on these drawings was obtained solely for use in
establishing design • • for • _ accuracy of this information is •
guaranteed and •: •- construed as �r a - plans governingconstruction
of - , • - j,. • • - ME- CHCAL ELECTR- : ti- -
ELL-MINIC
i 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 bel,
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA
required, and to make his own determinations as to all subsurface conditions.
ADMINISTRATIVE CODE; ELECTRICAL,PLUMBING AND MECHANICAL
SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS
SHEET INDEXTO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL,
OR . DRAWN HEREOND UPON THE
OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR
Iil1 • • m -
�� : •• ! ALL ` OUTLETS IN BATHROOMS, r FEET
•i . •1 -- ..t AND AT r •• LOCATIONS SHALL
rrINTO A GROUNDINTERRUPTER "GFI" CIRCUIT.
ARC-
FAULT411110 glow.
s . -"AFI" CIRCUIT
iC I� _ \ i� ►� :_ 11
LOCATIONS OF • BIBS 'LL BE COORDINATED IN THE FIELI
WITH CONTRACTOR AND OWNER
2020 FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION
NFPA 70, NATIONAL ELECTRIC CODE (2017), AS REFERENCES BY THE FLORIDA
BUILDING CODE CHAPTER 34
41)11®)1►ICE ®1.rIf.,'
LOT 72 MEADOWOOD LOOP
ZEPHERHILLS FL
CLASSIFICATION BY OCCUPANCY, ................. RESIDENTIAL
CLASSIFICATION BY GROUP.........................R
CONSTRUCTION TYPE .......... ...................... V
SPRINKLER CLASSIFICATION........................UNSPRINKLED
FLOOD ZONE: X
RISK CATEGORY II WIND ZONE 138 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 a!I
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.
•I•1 kc1I Ia 4=
AREA SC.I. FEET
SST FLOOR CONDITIONED 11'238
1ST FLOOR UN -CO` IDITIO lED
=RONT PORCH 123
GARAGE 460
REAR PORCH 69
TOTAL CONDITIONED 1238
TOTAL UNDER ROOF 1890
TOTAL WIDTH 35'
TOTAL DEPTH 59'
HEIGHT 18'6
DRIVEWAY 418
'1.V A L ,'1N AY S 71
CONC. DAD 9
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
LTT206 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
FL10446A
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 Walls
Soffits -Aluminum
Kaycan LTD
FL12198.1
Panel Wails
Siding lKaycan
LTD
FL15867
Shutters
Hurricane Storm Shutters
Storm Smart Industries IFL11291.2
Below is your Wall Components aria Clad.dina design pressures for the selected conditions.
SCE Wind load Progra n (3:0.3 Part 1:Low-Rise Building I Vall C-anip-, t= and Claddnlg
Wall Components and Cladding (Ileac h <= 6of)
?ro,2ct.. LOT -2
Prep:;red by- Enter User Name of Bellevida
E-mail. Enter Email - address
7'put.
.SCE ",7 1G Strength Design Load & illo.+able Stress Design
Wind Speed = 138 mph
Building Exposure = B I,Graan & Suburbar- areas)
Internal Pressure Coefficient GCpi = o.=_S Enclosed Building
A- > Roof angle is greater than 1oc-
kzt =1.ao
Kd = c,.SS
Ke = 1.00
,Mean Roof Height = 13.��- ft
Vut LLt:
Velocit'r Pressure Exposure Coefficient "K-7 ma.X." = 0.57
Per . cb ev,sn-z, Lcg= z6.3
LRFD uses «-ind speed Vult = 13 8 mph Velvcily Pressure (qil LRFD) = 2_4.62 psf = .00256*P:z#Kzt#kd*ke+1*
7
^2 lb:ft' 2
page 335
ASS u_ 11%ind speed vasdi =1o^ mph
Velcci:• Pressure (-gh.%SSD) =14.17 psf = .00256{I 7_*fit*kd,`ke*V^24 .61b;'ft^2
T
:area
S Feet
a F i tread
Pos live
Zane
a
psf
Resistance Factor Deli
Negative Negative
Center Corner
Zone 4 Zone 5
sf sf
ble Stress DesiggFer
Positive= 'Kegative Negative
Zane Center Corner
4 S; Zone 4 Zone g
sf
Fi e o 1. Pa e -
E�.�ernal Pressure Coefficients
__._.-_ _ _
Pos eNegative
G
i
Center GC
�egati i
Corner G�C:p
10 ft27
-30.2 11
-37.3
-1.40
20 2
___71
-29.0
-34.8
j4 {ti
2.0
-2 -3
-o.q$
-1°1a
10
6.1
-2gj.0
111
-1 }
-1^.
0.82
-i7. :
-1,Ga --
200 ft2
22.4
-24.8
00 ft
20.E
-2 .1
-23.1
Least Width = `5ft a = 3.5 ft (gone SI
is? -, or o.4h, whici evzr is snsal?,:r but nor less thar, S ;".
Presented b .xDDtools.corn
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i
ALL WORK SHALL f;�:OWIPU MTH PREMA=UK,63
CODES FLORIDA BUILDING CODE,
NATIONAL 5ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
REVIEW DA T E FIB 2 2 2021
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PLAN W tNtER _
FDJ ENGINEERING AND DESIGN,
LLC
CERT. OF AUTHORIZATION # 30%B
FRANK®FDJENG.00M
ENGINEERING CERTIFICATICATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DE51ON AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
7TH EDITION (2020) - RESIDENTIAL
THI5 DRAWING AND DESIGN 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
SEALED
THIS DRAWING AND DE51GN IS SIGNED AND
SEALED FOR STRUCTURAL ENGINEERING ONLY,
FRANK A DEJ05E PE
FL PE #1353q
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LLC
CERT. OF AUTHORIZATION # 504bb
FRANK@FDJENG.00M
ENGINEERING CERTIFICATICATION
I HEREBY CERTIFY THAT 1 HAVE REVIEWED THE
ATTACHED DESIGN AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDIN6 CODE,
TTH EDITION (2020) - RE5IDENTIAL
THI5 DRAWING AND DESIGN 15 VALID FOR 12
MONTH5 AFTER THE DATE IT 15 516NED AND
SEALED
TH15 DRAWING AND 11E5*N 15 510NED AND
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FRANK@FDJENG COM
ENGINEERING GERTIFIGATIGATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DE516N AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
TTH EDITION (2020) - RESIDENTIAL
THI5 DRAWING AND DESIGN 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
SEALED
D-4 THI5 DRAWING AND DE516N 15 51G NED AND
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CABINET SCHEDULE
NUMBER
LABEL
QTY
FLOOR
WIDTH
DEPTH
HEIGHT
DESCRIPTION
C01
B18R
1
1
17 7/8 "
24 "
36 "
BASE CABINET
CO2
B33
2
1
33 "
24 "
36 "
BASE CABINET
CO3
DCW2439R
1
1
24 "
24 "
39 "
CORNER WALL CABINET
C04
FHB12R
1
1
12 "
24 "
36 "
BASE CABINET
C05
FHB15R
1
1
15 °'
24
36 "
BASE CABINET
C06
LCB33R
1
1
33 "
33 "
36 "
CORNER BASE CABINET
C07
SB3021
1
1
30 "
21 "
36 "
BASE CABINET
C08
SB36
1
1
36 "
24 "
36 '°
BASE CABINET
C09
SB3621
2
1
36 "
21 "
36 "
BASE CABINET
C10
W1839R
1
1
17 7/8 "
12 "
39 "
WALL CABINET
C11
W2139R
1
1
21 "
12 "
39 "
WALL CABINET
C12
W2439R
2
1
24 "
12 "
39 "
WALL CABINET
C13
W3018
1
1
30 3/16 "
12 °'
18 °'
WALL CABINET
C14
W3036
1
1
29 15/16 "
12 "
36 "
WALL CABINET
C15
W3036
1
1
30 "
12 "
36 "
WALL CABINET
C 16
W362124
1
1
36 "
24 "
21 "
WALL CABINET
DOOR SCHEDULE
NUMBER
LABEL
QTY
FLOOR
SIZE
WIDTH
HEIGHT
R/O
DESCRIPTION
HEADER
THICKNESS
TEMPERED
FIRE
D01
16070
1
1
16070
192 "
84
192"X84"
GARAGE-C31-SOLID
PRE -STRESSED 208"
1 3/4"
D02
1668
1
1
1668 L IN
18 "
80 "
20"X82 1/2"
HINGED -DOOR PO4
2X6X23" 2
1 3/8"
D03
1868
1
1
1$68 R IN
20 1/8 "
80 "
22 1/8"X82 1/2"
HINGED -DOOR PO4
2X6X25 1/8" 2
1 3/8"
D04
2068
1
1
2068 R
24 "
80 "
24"X80"
SHOWER -GLASS SLAB
1/2"
YES
D05
2068
1
1
2068 L IN
24 "
80 "
26"X82 1/2"
HINGED -DOOR PO4
2X6X29" 2
1 3/8"
D06
2468
1
1
2468 R EX
28 "
80 "
30"X83"
EXT. HINGED -GLASS PANEL
PRE -CAST
1 3/4"
YES
D07
2468
1
1
2468 R IN
28 "
80 "
30"X82 1/2"
HINGED -DOOR PO4
2X6X33" 2
1 3/8"
D08
2468
1
1
2468 R
28 "
80 "
58"X82 1/2"
POCKET -DOOR PO4
2X6X61" 2
1 3/8"
D09
2668
1
1
2668 L
30 "
80 "
62"X82 1/2"
POCKET -DOOR PO4
2X6X65" 2
1 3/8"
D10
2668
2
1
2668 L IN
30 "
80 °'
32"X82 1/2"
HINGED -DOOR PO4
2k6X35" 2
1 3/8"
D11
2868
1
1
2868 R IN
32 "
80 "
34"X82 1/2"
HINGED -DOOR PO4
2k6X37" 2
1 3/8"
D12
2868
1
1
2868 L EX
32 "
80 "
34"X83"
EXT. HINGED -SLAB
2X6X37" 2
1 3/4"
YES
D13
3068
1
1
3068 R EX
36 "
80'°
38"X83"
EXT. HINGED -DOOR E21
PRE -CAST
1 3/4"
D14
14068
2668
2
1
2668 R IN
30 "
80 "
32"X82 1/2°°
.HINGED -DOOR PO4
2X6X35" 2
1 3/8"
D15
2
1
4068 L/R
4$ "
1801 '
50"X82 1/2BIFOLD-PANEL
2X8X53" 2
1 3/8"
WINDOW SCHEDULE
NUMBER
LABEL
QTY
FLOOR
SIZE
WIDTH
HEIGHT
R/O
EGRESS
DESCRIPTION
LINTEL
W01
2020SC
1
1
2020SC
24 "
24 '°
25"X25"
SINGLE CASEMENT-HR
PRE -CAST 36"
W02
3050SH
4
1
3050SH
36 "
60 "
37"X61
YES
SINGLE HUNG
PRE -CAST 54"
W03
2846SH
4
1
2846SH
32 "
54 "
33"X55"
SINGLE HUNG
PRE -CAST
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REAR ELEVATION
114" ) SOUTH EAST EXPOSURE
HOOD TRELLIS
ELEY.FRONT ELEVATION
,3"") NORTH VIE5T EXPOSURE
3-TAB ASHPALT SHINGLES
F27� CEMENTITIOUS FINISH
ELEY.
LEFT ELEVATION
woa woa
ELEY. RIGHT ELEVATION
114" SOUTH PNE5T EXPOSURE
1I411 % NORTH EA5T EXP05URE
CEMENTITIOUS FINISH
FDJ ENGINEERIN6 AND DESIGN,
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CERT. OF AUTHORIZATION # 30%B
FRANK@FDJENG.GOM
ENGINEERING GERTIFIGATIGATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DE51ON AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
TTH EDITION (1020) - RESIDENTIAL
THIS DRAWING AND DESIGN 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
SEALED
TH15 DRAWING AND DE516N 15 51ONED AND
SEALED FOR 5TRUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E PE
FL PE #13539
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SCALE:
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SHEET:
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SCALE: NTS
FDJ ENGINEERING AND DESIGN,
LLG
CERT. OF AUTHORIZATION # 509bb
FRANK®FDJENG.COM
ENGINEERING CERTIFICATIOATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
77H EDITION (2020) - RE51DENTIAL
THIS DRAWING AND DESIGN 15 VALID FOR 12
MONTH5 AFTER THE DATE IT 15 SIGNED AND
5EALED
THIS DRAWING AND DESIGN 15 SIGNED AND
SEALED FOR STRU6TURAL ENGINEERING ONLY.
FRANK A DEJ05E FE
FL FE #1353q
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BIMPBON
P.T 6X6 P05T
ON BIMP50N
ABU66
ATTIC VENTILATION CALCULATION
5'-4" > I \ / I ATTIC SF 1238
5IMP50N \ R 14 Do7 / /300 4,126667 X 144 = . 5S4.24 SI
HU210-2
594.24 DIVIDE 2 = 257.12 SI UPPER & LOWER
VENTILATION REQ`D
LF OF + COBRA RIDGE VENTS 17 LF
FLORIDA PRODUCT APPROVAL# 6267-65
• •.
■- SI NET FREE
AREA
I'.
N-ARANDEX ALUMINUM SOFFIT VENT LF 11100C
•
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.
51MP5(
HUC41
6X6 P.T P05T C
5IMP50N ABUE
5IMP50N ECCL
GAP
46 EF
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FDJ ENGINEERIN6 AND DESIGN,
LLG
CERT. OF AUTHORIZATION # 30-165
FRANK®FDJENG.COM
ENGINEERING CERTIFICATIGATION
I HEREBY CERTIFY THAT I HAVE REVIEWED THE
ATTACHED DESIGN AND FOUND IT TO BE IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE,
TTH EDITION (2020) - RE51DENTIAL
THIS DRAWING AND DESIGN 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
SEALED
THIS DRAWING AND DESIGN 15 51GNED AND
5EALED FOR STRUCTURAL ENGINEERING ONLY.
FRANK A DEJ05E FE
FL FE #1353q
8" PRECAST U-LINTELS I STANDARD LENGTHS
OVERALL
TOP
BOTTOM
LENGTH
STEEL
STEEL
3'-W' 36"
2 -7/32" wire
2 43 rebar
3'4" 40"
2 -7/32" wire
2 43 rebar
3'-6" 42"
2 -7/32" wire
2 43 rebar
,
4'-6" 54"
2 7/32" wire
2 43 rebar
4'-8" 56"
2 -7/32" wire
2 43 rebar
5'4" 64"
2 -7/32" wire
2 43 rebar
75., o
5'-10" 70"
2 -7/32" wire
2 -#3 rebar
�8
6'-0" 72"
2 -7/32" wire
2 -#4 rebar
6'-6" 78"
2 -7/32" wire
2 44 rebar
14.. 1a
6'-8" 80"
2 -7/32" wire
2 -#4 rebar
7'4" 88"
2 -7/32" wire
2 44 rebar
- TOP STEEL
I
T-6" 90"
2 -7/32" wire
2 44 rebar
i, eoTroM ,
8'-0" 96"
2 43 rebar
2 44 rebar
STEEL
8'-8" 104"
2 43 rebar
2 44 rebar
„ „ W /,p
9'4" 112"
2 43 rebar
2 44 rebar
\,'m
10'-011 120"
2 43 rebar
2 44 rebar
•- _ ', a
10'-6" 126"
2 43 rebar
2 44 rebar
10'-8" 128"
2 43 rebar
2 45 rebar
S 112" LONG NOTCH--
1 P-4" 136"
2 -93 rebar
2 45 rebar
EACH END
12'-0" 144"
2 43 rebar
2 45 rebar
Rebar: ASTM A615 Grade 60
13'4" 160"
2 43 rebar
2 45 rebar
Wire: ASTM A510
1414' 168"
2 43 rebar
2 45 rebar
Concrete Strength: 3500 psi
Additional lengths available by special order
Average Self Weight: 33 plf
Finish: Grey Block
8" PRESTRESSED U-LINTELS STANDARD LENGTHS
OVERALL
TOP
BOTTOM
LENGTH
STEEL
STEEL
14'-8" 176"
NONE
2 -7/16 strand
15'4" 184"
NONE
2 -7/16 strand
17'4" 208"
NONE
2 -7/16 strand
2194" (256")
2 7/32" wire
2 -7/16 strand
2 - #4 rebar
22'-0" (264")
2 -7/32" wire
2 -7/16 strand
75..
e
2 - #4 rebar
24'-0" (288")
2 -7/32" wire
2 -7/16 strand$---
2 - #4 rebar
14 4
Additional lengths available by special order
1
TOP STEEL_
Rebar:
ASTM A615 Grade 60
v,
Wire:
ASTM A510
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Strand: ASTM A416 Grade 270
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Concrete Strength: 6000
psi
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Synthetic Fibers: 2.5 lbs/yd
Average
Self Weight: 37
pif
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Finish:
GreySmooth Form
s 112" LONG NOTCH '-
EACH END
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
8. TRUSSES MANUFACTURED BY (TBD)
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SHEET:
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GAEBL�H1 I ST CO ON
ON RUSS
(2) 51MP50N H5
@ EACH BLOCKING.
SEE ELEVATION FOR FINISHES
ON 1/2" GDX PLYWOOD N/5d
@ b "O.C. EDGES
"X611 STUDS @@ 161,
O.G
51M SON 5P1 @ TOP PLATE.
LOCK @ MIDHEI6HT.
2"X (o" PT PLATE N//2"X S"
J-BOLT @45'O.C.
(2) 166 TOENAILS —\
INTO EACH LEDGER.
2"x 4" BLOCKING SPACED @ 45" O/C
4 TRUSSES (TOP CHORD)
—2"x 4" LEDGER. (2) 12d
TO EACH TRUSS NEB.
(2) 2 "x4" D I A6. BRAG I NG
SPACED @ 52" 0/0
(5) Sd NAILS INTO
GABLE END STUDS.
PRE-EN6. COMMON
TRUSSES @24"O.G.
(I) SIMPSON HE7A20 @ 32" R.55 INSUL. (MIN.)
O/G RUN UP STUDS. (I)51MP50N 1/2" GYPSUM DIAPHR?
5P1 @ EVERY OTHER STUD. 5d COOLER NAILS @ F
S2 SCALE: N.T.S.
2"x &" L- BRACE
ATTACHED N/ I&d NAILS r(:2):2"x 4" DIAGONAL BRAGIN6
@ 4" O/C TYPICAL ATTACHED w/ (5) 86 NAILS
GABLE TRU55 NEB
SCALE: N.T.S.
GROUTED GE
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N/NALL RE I
SCALE: N.T.S.
•-'=11A.f1A1 I AM
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PRE-ENGINEERED WOOD TRU55E5
AT LEAST ONE TRUSS OVERLAP SPACE
NIMUM (2) 12d PER JOINT
MINIMUM 1"x4" TRU55 BRAGIN6
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f�IVCsttVi`C T7VL 15 C� '+L7 V.C✓.
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S2 SCALE: N.T.S.
7RU55 BOTTOM CHORD OR
H2.5 5IMP50N OR HGDP U.5.P. INSULATION 2" X 4" BLOCKING N/ 2 -
16d TOE NAILS @ EACH END
H2.5 5IMP50N OR HGDP U.S.P.
H2.5 5IMP50N OR HGDP U.S.P.
SPACE ANCHOR
BOLTS &" MAX. FROM
END OF 2" X PLATE.
vvvv
(2)#5 CONT.
DOUBLE TOP PLATE
2" X 4" STUD
@ 16" O.G.
(1) ROW 2X4 BLOCKING @ MID HGT. FOR WALL
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3rd P75 FOR WALL HGT. > ,5' - 6".
I/2" DRYWALL
1/2" 0 X 8" ANCHOR BOLT @ 24" O.G. N/ 2'
0 X 3/16" PLATE NA5HER (T`PP.)
2" X 4" PT PLATE
NOTE: 2 - 16d NAILS @ -�
24" O.G. OR EQUAL TO
TRUSS BOTTOM CHORD OR
BLOCKING CAN BE USED
UN LIEU OF 51 M50N 5TG
STRAP
5HIN61-ES / TILE TO BE
FASTENED AS PER
MANUFACTURERS
SPECIFICATION FOR WIND
SPEED. CONTRACTOR TO
PROVIDE MANUF.
DOCUMENTATION TO
INSPECTOR.
5/8" GDX OR la/32"
OSB SHEATHING
FASTENED TO
7RU55E5 WITH 5d
COMMON WIRE NAILS
@ 4"O/G
BOUNDARIES&" O/G
EDGES $ 8" 0/G
FIELD
H2.5 5IMP50N OR HGDP U.S.P.
INSULATION
1/2" OD (CEILING
DENSITY BOARD)
N/ 13/8" DRYWALL
NAILS OR DRYWALL
SCREWS 71, 0/0
GL6.$ 8" O/G WALLS
IX P.T. NAILER
STD. cf0° HOOK
SEE DETAIL THIS SHEET
R4.2 MIN. INSULATION
ON EXT. BLOCK WALLS
IX ND FURRING
@24" O.G.
1/2" GYPSUM
WALLBOARD U.N.O.
2.G.
Z IX P.T. BASE NAILER
BASEBOARD
- PRE-ENGINEERED ND 7RU55 @24" O.G. U.N.O.
GRACE PEAL AND 5TIC K UNDERLAYMENT -KNOCK-OUT BLOCK N/ (1) #5
R-55 MIN. INSULATION
HURRICANE ANCHOR @ EACH TRUSS
(SEE UPLIFT SCHEDULE)
SHINGLES OR CONCRETE TILE
SHINGLE ROOF SYSTEM TILE ROOF SYSTEM
1/2" GDX OR 17/32" OSB RADIANT BARRIER
SHEATHING FASTENED TO
TRUSSES WITH 8d COMMON AIRE
NAILS @ 4"O/C BOUNDARIES&"
O/C ED6E5 # 5" O/C FIELD
DRIP
FASCIA BOARD
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NI 1#5 CONT. FILLED
NOTES: SEE FDN. PLAN FOR LOCATION
W/ 2500 P.S.I. CONCRETE
OI
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
2
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY.
8" G.M.U. TYPICAL
3
SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
TYPE "5" MORTAR
O4
OPENINGS LESS THAN OR EQUAL TO &'-0" IN WIDTH
DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT
DECORATIVE GOATfNG
UNLESS NOTED ON FLOOR PLAN.
iYF 1 GAL f=ILLEB L I N7 L A551so01L1'
(1) #5 VERT. REBAR IN FILLED
CELLS. SEE FOUNDATION PLAN
FOR LOCATION.
5" C.M.0 WALL w/ DURO-WALL
HORIZONTAL WALL REINFORCEMENT
AT EVERY 2nd. COURSE CONT,
4"X4" INSPECTION PORT
AT EACH FILLED CELL TYPICAL
MIN. 5000 P51
Z
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in
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6 MIL VAPOR BARRIER �
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1. FILL ALL CELLS
GLEAN POISONED AND COMP.
•' \
WHEN STEM WALL IS
SOIL. (c1596 MODIFIED PROCTOR •�
• "� /�//�\��
BETWEEN 24 AND
PER ASTM D 1557)
40" IN HEIGHT
„
IN. CL 5TD. q0° HOOK
ABOVE 6RADE.
(2) #5 REBAR CONT.
(SEE DETAIL)
2. FOR STEM WALLS
ON 3 CHAIR
16"
GREATER THAN 40"
HIGH- CONSULT
EN61 NEER
7"�F. 57 �
^ALL5 CfiION
SCALE: N.T.S.
Ix P.T. BASE NAILER
4"x4" INSPECTION PORT AT
EACH FILLED CELL TYPICAL
SCALE: N.T.S.
2"x 57UD5 @ W' O.G.
8" G.M.U.
LOAD BEARING OR1
EXTERIOR WALL I 1= , •, � 51NGLE 2"x P.T. STUD
D CELL
@ 24"
tNGHOR
BASEBOARD E
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bxb AlAxNIA NNF N STD. q0° HOOK
( EE DETAIL)
z =_ I&d NAILS @
Ne 611 rMOMi7 MIN MF b O/C TYP.
2 X 4" TOP
PLATE 6 MIL VAPOR
BARRIER \
2" X4" STUD @ 24" O.G.
MAX.
�j •
\� v/ Y \
MIN. GLK. CLEAN POISONED AND COMP.
(2) #5 REBAR CONT. 1�1r 1 SOIL. (COMPACTED TO 15% MODIFIED
ON 3" CHAIRS TYP. PROCTOR ASTM D 1557)
U.N.O.
CONTRACTOR TO PROVIDE 501L TREATMENT
DOCUMENTATION TO INSPECTOR FOR REVIEW.
AL7 NA7 �vIONC �=OOi1NC�
,LL S2 SCALE: N.T.S.
L71 X - GF
DUAL @ 12"
ERED FROM
TO CONCRETE NOTE'
SEE SECTION C/52
FOR ADDITIONAL
PLATE INFORMATION
5IMP50N 5P4 CONNECTOR -
6" X b"'- Wi.4 X WI.4 OR FIBER
MESH ON 6 MIL VAPOR BARRIER OVER
GLEAN COMPACTED TERMITE
TREATED FILL
iY I OAL IN7ER,10R,
NON —SEARING BALL iA I L
2 "x PLATE
(1) ROW 2x BLOGKIN6 FOR
NALL HST..8'-&". (2) ROWS 2x BLOCKING
FOR NALL H67. > 5'-&".
1/2"0 WEDGE TYPE
ANCHOR BOLT @ 24" O.G.
N/4" MIN. EMBEDMENT
6X6 WI.4XNI.4 WWF
(2) #5 CONT. / /�\�/�\�� �� i\\ H�Tl, 1/2"(P KWIK BOLT It
W�6 EMBEDMENT MAY BE
8" 16" 8" USED IN LIEU OF ANCHOR
BOLTS.
SCALE: N.T.S.
SEE FLOOR PLAN
FOR HEADER CONN.
2-ROW5 16d NAILS STAGGERED @
16" O/G EACH FACE OR 3-ROWS
I&d NAILS 57A66ERED @ I&" 0/0
FOR 2"xlO" OR GREATER HEADER
SEE FLOOR PLAN FOR
HEADER 51 ZE
2 "x4„
CRIPPLE
(1) 211x411
STUD
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TYPICAL
STUD (TYP.)
SEE
FLOORPLA
FOR
SEE FLOOR FOR
COLUMN
% CONNECT ONPLAN
4-iVul=
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UPLIFT CONNECTIONS REQUIRED
AT LOAD BEARING WALLS ONLY
LOA=� 5EA I N6 EX7ERICR,
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SCALE: N.T.S.
DOUBLE IOci
TOP SPLICE
NOTE: V/
PLATE LEN6TH5 MUST BE
IOd@S"O/G
BOTTOM SPLICE
OVER STUD
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SCALE:
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SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
12
(TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES ® 24 O/G BLOCK WALL BEYOND
FOR SLOPE EXPANSION JOINT WINDOW AS SCHEDULED PRE -CAST GONG. SILL
UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL G.M.U.
O.H.D. RECESS
DOUBLE 2 "x4" TOP PLATE
6X(b I.4 WWF ROY
OR F15ERME5H O BOTHERS
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GRADE 1/4"ANCHOR5
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S ATTIAGHMENBT DET?1IL� THIS SHEET SHEET) 4" \ 8" (I) #5 CONT. `V
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COMMON WIRE NAILS ® 4"O/G - F W
BOUNDARIE56" O/C EDGES $ 5" O/C S3 SCALE: N.T.S. S3 SCALE: N.T.S. S3 SCALE: N.T.S. °Ln
FIELD i ® >
NO. 8 WOOD SCREW BASED V}
ATTACH WINDOW FLANGE/FRAME TO BUCKS PRE -CAST TRUSSES SEE UPLIFT SCHEDULE ANCHOR WITH 2 INCH
LU
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2"x P.T. PLATE o MAIN SPAN ROOF TRUSS AS REQUIRED BY WINDOW MANUFACTURER TO CONCRETE TIE Fw-
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1/2"(P WEDGE TYPE ANCHOR PRECAST LINTEL (W/0) 8"X8"XIb" GONG.
BOLT ® 24" O.G. W/4" MIN. UPLIFT CONNECTOR #5 CONT. FOR OPENINGS K.O. BLOCK W/ NO. {O WOOD SCREW BASED
EMBEDMENT GREATER THAN 6'-0". SEE IX6 PT POURED GONG. & ANCHOR WITH 2 INCH 1�(SEE 5GHE17ULE) PLANS FOR ADDITIONAL 1-#5 REINF. CONT. EMBEDMENT LENGHT 1:2 PLYWOOD PANEL LU
• REQUIRED REINFORCEMENT.
5"Xb"Xl6" K.O. BLOCK W/ 1 #5 GONT. WINDOW BUCK PRECAST GONG. PLYWOOD HURRICANE PANELS
LINTEL W/ �
AND FILLED W/ 2500 P51 CONCRETE REINFORCING 1/4 INCH LAG SCREW BASED
1 #5 VERT. 1N GONG. FILLED CELL ALUMINUM WINDOW TEMPERED DOOR TRACK ANCHOR WITH 2 INCH
W/ 5TD. a0 HOOK IN K.O. BLOCK GLASS
(SEE FLOOR PLAN) EMBEDMENT LENGHT
A KNEE AL.L A50 Y MA50NR 1 ^ALL OPENING 4" GONGRETE�LAB W/ NOTE: 1) FASTENER SIZE - 4 INCH DIAMETER
S3 6"X 6" W1.4W1.4 WWF USE GLEAN, POISONED AND 2) FASTENER LENGTH MUST GO 2 INCHES DEEP INTO THE WALL
SCALE: N.T.S. 5) FASTENER 5PAGING - NO MORE THAN 16 INCHES APART LL
CAULK ®EA. WINDOW COMPACTED SOIL TO BE 4) FASTENERS - MUST BE VIBRATION- RE515TANT $ PERMANENTLY INSTALLED
COMPACTED TO 11596
20'-O"MAX. 20'-O"MAX. PRECAST GONG. SILL MODIFIED PROCTOR ASTM 5) - FASTENERS - MU57 BE CORROSION RESISTANT
"X" BRACE SEE DETAIL CONTINUOUS BOTTOM CORD ' a
D 1557 _
5RAGIN6 I"X4" MIN. • s ; PLYWOOD HURRICANE PANELS
SET TRACK IN • • °'; ° • ° WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6"
2X4 MIN PT BUCKS A FULL BED stv INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED
ATTACHED TO MASONRY W/ OF CAULK NOTE: INSET TRACK FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.
j"0x2i " MIN. EMBEDED TAPGON OFBLOCKIDE FADE PANELS SHALL BE PRECUT AND PRE -DRILLED TO COVER THE
O MASONRY SCREWS AT 8 O.G.
WINDOW OPENINGS WITH ATTACHMENT HARDWARE PERMANENTLY LU
— — — — O MAX AND AT 4" FROM (2) #5 CONT. INSTALLED ON THE BUILDIN6. THE PANELS MUST LAP OVER THE
CORNERS. SET BUCKS IN 51DF-5 OF THE WALL AT LEST 5 INCHES. DO NOT FIT THE CC,
141 1CONTNUOUS SEALANT BED SHUTTERS INSIDE THE OPENING.
Ln
— — — —
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Q
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ARROW INDICATES 20" MIN. LAP
LONG DIR. OF PLYWOOD
77
GABLE END BRAG I NG3 3 OR #4 RE I NFORG I N6 BAR
y ° I*-- Gayle overhar gs u.p tr+ z feet (rz, ; 0 rrml inwidth compl ying with := gure R6019.1,5 shall be
4'-0" O/G MAX FOR
n , ` #5 #4 LAP SPLICE to
FIRST (4) ROW5 OF TRUSSES
(2) 2"x 4" 5RAGIN6 ® 52" O.G.�r met. c�.
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SEE DETAILS. x<, z ,1 Roof sheathing
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(4) 1/4" x 1 1/2" TAP- n t x 05 LAP SPLICE
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CONS INTO TIE BEAM x `� r LJ in. Wood
. (610 mm} �,
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211 X6o 56" MIN. LAP reinforced
FACIA
concrete rake beam
Vertical reinforcement
2 ` .
4 in. (1102 mm)
REINFORCING BAR 2"x 4" COLUMNS W/ (1) ROW 2"x 6" OR "x 8" COLUMNS W/ (2) ROWS
' R bent and la -spliced minimum depth}
°.. .•.43o LAP SPLICE OF 5TA66ERED I6d COMMON WIRE NAILS OF STAGGERED 16d COMMON WIRE NAILS p` P
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OUTLOOKERS
,.. o reinforcement x ' A
@ 24" O.G. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM 4) FOR 4-PLY, PROVIDE 1/4" DIA.
o OPPOSITE SIDES OF THE COLUMN x 5 1/2" LAG SGREW5 OR EQUAL tartcrete A .r'
' masonry wall Grout
E�Ja2) ALL NAILS PENETRATE AT LEAST 5/4 (SPACE AS SHOWN FOR 3-PLY)
#5 REINFORCING BAR TIONKNE55 OF THE LAST 5) FOR 5-PLY, PROVIDE 1/4" DIA. Grout, as requir stop
x 7 LAG 50REW5 OR EQUAL location
GABLE END TRUSS 3) FOR 3-PLY, COLUMN SHALL BE (SPACE AS SHOWN FOR 3-PLY) PROVIDED BY:
(WEBS REMOVED RADIUS NAILED AS SHOWN FROM EACH SIDE 2721 Agnes St
TYPICAL HU5 INSTALLATION RETROFIT-MT5 ANCHOR = I-7/8" (ONE INTO EACH OUTSIDE FACE OF 6) REFER TO NDS SECTION 15.T FIGURE l�49.4.5
FOR CLARITY) B.U.G., 5AME NUMBER OF ROW5, FOR ADDITIONAL INFORMATION GABLE OVERHANG Tampa FL 33619
SAME 5PAGIN6) 813 313 0045
o X = IOd COMMONS OR ad RIN6 SHNANK Cap 40.C. ON EACH SHEET OF PLYWOOD
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x
+ + + + + + +
2 "x BUILT-UP COLUMN 61 RDER TRU55 + + + + + + + +
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FILL EVERY NAIL W/16d NAILS ++++++++ ++++++++ OPENING HEADER
a a HOLE W/ Ibd NAILS 2X TOP PLATE ++++++++ +'+ +
3/4"0 THRU +*+*+*+ RIDGE LINE *+*+*+*+
UP To 3'-4" (2) 2" x 6° DATE:
BOLT ++++ ++++
5/5"(Px8" "J" BOLT OR _�—
SIS"cG WEDGE ANCHOR + + + + + + + +
3'-5" TO 5'-4" (2) 2" X8"
FILL EVERY ** ++++++++ +**** +++++++ 1 i �o i
W/ MIN. 5" EMBEDMENT NAIL HOLE ++++++++ +++++++*
+ + + + + + + +
W/16dNAIL.S ++++ ++++. + +++++++++++++++ ++++
++++ +++++� ++++ +++++++++++ ++*+ 5 5 T08 6 (2)2 Xlo
Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +_ it I II " "
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
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5IMP50NH7T7YP. ++++ +++++++++ + + + + +++++++++++++ ++++ SCALE.
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.. •'e" (1)#5 VERTICAL TO TOP
(PlGAL SIMPSON STRONG TIE HTT TYPICAL HTT TO BUILT-UP COLUMN DETAIL *++++{++++++++.++. .. Sd RiN6 SHANK OR IOd COMMON NAILS ®4" O/C Sd COMMON NAILS ts� 6° O/G OF BOND BEAM STEP
« + + + + + + + + + + ® GABLE END WALL OR OR BUILDING END ZONE (INTERMEDIATE)ILS �12 O/G SHEET.
++++++++++ •
+++++++++++ UALI i GONN C71ON5 A7
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S3 SCALE: N.T.S. S3 SCALE: N.T.S.
S3 SCALE: N.T.S. S3 SCALE: N.T.S. °"
5FECIFICATION 61.11DELINE
Note: 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
may supersede the requirements of this specification. 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 I - 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 Edition, 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 responsible for 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 Owner's 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.
5. 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, 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 be reported 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 hold 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 v1squene 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 or Owner's agent. General Contractor shall provide his own dumpster 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, also remove any other 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 existing concealed conditions prior to
drilling and/or removing existing concrete slabs.
2. Provide all cutting and patching in existing floors, walls, and ceilings as required for all
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. 8 1/2 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, handralls 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 (10) business days for the ArchitectlEngineer 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.
1. 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-obscu ring
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.
1. 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 Indemnity, 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 propert36 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, compensation or benefits 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 Ownees 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 profit and 1 0% 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:
i. 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 will be responsible for any trenching, back filling and compaction
relative to the Work. The Contractor shall coordinate all excavation activities with all potential
Owner's of underground facilities in the areas to be 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-TI66).
b. Cost of Compaction testing shall be borne 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 use extreme caution In 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 utility services during construction.
3. Damage: The Contractor is responsible for repairing any damage to existing facilities,
above or below ground, that may occur as a result of the work performed by the
Contractor.
4. Grading: The site shall be initially grades such that no off -site area will be adversely
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 C1 50
b. Aggregates (314 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 A61 5
a. Minimum lap splice - 30 diameters (U.N.O.)
b. Bar cover:
Footings - 3 ln.es
Beams - 1-1/2 in.
c. Provide corner 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 atjoists
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.
I 0. 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 C1 43
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 i
A. Concrete Masonry Units (CMU)
1. Grade'N'type 11 hollow load bearing masonry units which conform to ASTM C 90.
a. Net Compressive Strength Test of units = 2,000 psi.
b. f m = 1,360 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 1, 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 1.
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"-10" 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 bars.
c. Horizontal reinforcing shall conform to ASTM A 82.
d. Horizontal reinforcing shall be 9 ga. (u.o.n.) ladder type Dur-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", 3-518", 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, nailers,
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 1, 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 fasteners and anchorage with hot -dipped zinc, ASTM A-1 53.
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 "Thermafiber Safing".
3. Thickness as required to fire stop gaps in walls or at the wallfroofdeck 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 Corning Fire Stop Foam 2001 and Fire Stop
Sealant 2000, 3M Fire Barrier Caulk CP-25, General Electric Pensil 200 Fire stop Foam and
Pensil 100 Fire stop Sealant.
TERMITE PROTECTION NOTES (FBC 2020):
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 cert. 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 the product used, identity of the applicator, time and date of the
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 by registered termiticides,
Including soil -applied pesticides, baiting systems and pesticides applied to wood, or other
approved methods of termite protection labeled for use as a 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 I 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 irrigationisprinkler 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. If 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 I
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: 5/8 in. thick, type X, comply with ASTMC 1396.
c. Water resistant gypsum backing board: 518 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.
a. 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 Ia.
c. Base -Coat Lime: ASTM C 206, special finishing hydrated lime, known as Type S.
d. Base -Coat Aggregate: Sand (ANSI-A42.2).
a. 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 841and FS-QQ-L-101.
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 of 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 corner, and install with tight accurately aligned.
1. 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-FI12 and ANSI A108.5. Grout in accordance with ANSI
Al 08.1 0.
3. Glazed tile:
a. Field: Size: Color:
b. Accent tile: Size: Color:
1) Install in accordance with TCA-FI12 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 MANUR INSTRUCTIONS PER FBIC 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 -Up Roofing if applicable: Granular surfaced modified 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 and install.040 alum. flashing as recommended by S.M.A.C.N.A.
8. OWNER TO SELECT COLOR SELECTION OF DRIP EDGE FLASHING EQ. TO GIBRALATOR
BUILDING PRODUCTS 6IN (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 EXCEEDANY
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
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
1. e. handralls and bollards. Provide all surface preparation and priming as required.
il. 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.
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: I coat, Kilz primer
b. Finish: 2 coats, acrylic latex.
c. Color:
2. Metal (ferrous)
a. Primer: Pre -treat with Duosol, apply I coat, Kern 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 filler.
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 118 in. are to
be filled with a backer rod and then filled with Vulkem 116.
K. Interior Paint:
NOT USED
DIVISION 10 - SPECIALTIES
Notused
DIVISION 11 -EQUIPMENT
Notused
DIVISION 12 - FURNISHINGS
Notused
DIVISION 13 - SPECIAL CONSTRUCTION
Notused
DIVISION 14 - CONVEYING SYSTEM
Notused
DIVISION 15 - MECHANICAL
Notused
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 be in accordance with the following 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.
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. (REFER FBC CH. 18).
6. WIND LOAD DESIGN = REFER TO COVER SHEET
7. EXPOSURE - REFER TO COVER SHEET
*** TRUSSES, [-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 00 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 COORDINATED WITH DOORS & WINDOWS,
(TYR).
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 ORDERJ 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 EN61NEERING AND DIE516N,
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CERT. OF AUTHORIZATION # 30qbb
FPANK@FDJEN&.GOM
EN61NEERIN6 CERTIFICATICATION
I HAVE REVIENED THE �
ATTACHED DE516N AND FOUND IT TO BE IN
COMPLIANCE NITH THE FLORIDA BUILDINO CODE,
'ITH EDITION (2020) - RE51DENTIAL
THIS DRANING AND DE516N 15 VALID FOR 12
MONTHS AFTER THE DATE IT 15 SIGNED AND
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