HomeMy WebLinkAboutPlan ViewWIND PRESSURE ON COMPONENTS AND CLADDING
Zone 1
Zone 1 +/- 16.96
Zone 2 +/- 26.10
Zone 3 +/- 36.27
Zone 1
Zone 2
PROFESSIONAL SERVICES BY
DRISCOLL ENGINEERING,INC.
PO BOX 357577.
GAINESVILLE, FL 32635
PH (352)-331-1513
CA 8690
PLANS AND SPECIFICATIONS
The plans and specifications presented herein are applicable only for the anticipated
construction at the locations shown. If construction plans change, the Design Professional
should be notified so the plans and specifications can be re-evaluated. The Design
Professional should be given the opportunity to review final plans and specifications to see
if the intent of the plans and specifications has been followed and/or if supplemental details
and recommendations are needed. The Design Professional warrants that the plans and
specifications contained herein, have been prepared In accordance with generally
accepted professional engineering practice. No other warranties are implied or
expressed.
CORPORATE PROTECTION
It Is understood and agreed that the Design Professional's Basic Services under this
Agreement do not include project observation or review of the Contractor's performance or
any other construction phase services, and that such services will be provided by the
Client. The Client assumes all -responsibility for interpretation of the contractor Documents
and for construction observation and supervision and waives any claims against the
Design Professional that may be In anyway connected thereto.
In addition, the Client agrees, to the fullest extent permitted by law, to Indemnify and hold
the Design Professional harmless from any loss, claim or cost, including reasonable
attorneys fees and costs of defense, arising or resulting from the performance of such
services by other person or entities and from any and all claims arising from modifications,
clarifications, interpretations, adjustments or changes made to Contract Documents to
reflect changed field or other conditions, except for claims arising from the sole negligence
or willful misconduct to the Design Professional.
OWNERSHIP OF INSTRUMENTS OF SERVICE
AN reports, plans, specifications, computer files, field data, notes and other documents and
Instruments prepared by the Design Professional as Instruments of service shall remain
the property of the Design Professional. The Design Professional shall retain all common
law, statutory and other reserved rights,. including the copyright thereto.
DEFECTS IN SERVICE
The Client shall, promptly report to the Design Professional any defects or suspected
-defects In the Design Profession` -Ps work or services of which the Client becomes aware,
so that the Design Professional may take measures to minimize the consequences of such
a defect. The Client warrants that he or she will impose a similar notification requirement
on all contractorsln his or her, Client/Contractor contract and shall require all
subcontractors at any level to contain a like requirement Failure by the Client, and the
Client's contractors or subcontractors to notifgthe Design Professional, shall relieve the
Design Professional of the costs of remedying the defects above the sum such remedy
would have cost had prompt notification been given.
VERIFICATION OF EXISTING CONDITIONS
Inasmuch as the remodeling and/or rehabilitation. of an existing building requires that
certain assumptions be made regarding ezlsting conditions, and because some of these
assumptions may not be verifiable without expending additional sums of money or
destroying otherwise adequate or serviceable portions of the building, the Client agrees, to
the fullest extent permitted by law, to indemnify and hold the Design Professional harmless
from any claim, liability or cost (including reasonable attorneys fees and costs of defense)
for injury or economic loss arising or allegedly arising out of the professional services
provided under this Agreement, excepting only those damages, liabilities, or costs
attributable to the sole negligence or willful misconduct of the Design Professional
1-AII construction shall comply with Florida Building Code 7th edition 2020.
ULTIMATE WIND SPEED: 150 RECEIVED
.NOMINAL WIND SPEED: 116 BAN 0 7 2022
WIND EXPOSURE CATEGORY: B
RISK CATEGORY 1 NON HABITABLE St. Lucie County
Permitting
INTERNAL PRESSURE COEFFICIENT Gcpi= +/- 0.0
DESIGN PRESSURE PER FBC CHAPTER 16, INCLUDING ASCE 7-16 LOAD CALCULATIONS
ROOF LIVE LOAD =12.5 PSF
ROOF DEAD LOAD = 2.5 PSF
MIN SOIL BEARING 2000 PSF
TRUSS BEARING LOAD EACH END 2200LB
TRUSS UPLIFT @ POST 1606LBS
1. Wood framing and fasteners to meet NDS-2018 requirements.
2. Fastener requirements: (1) All nails are Common galvanized; (2) all bolts are to be galvanized steel and include
nuts and washers; and (3) all other hardware (Simpson, etc.) is to be installed according to manufacturer's
specifications and recommendations. Nailing (size and number) shall satisfy Tables 2306.2.(1), 2306.3.(1) and
2306.3.(#) FBC unless otherwise indicated. Note: fasteners exposed to the weather are to be treated for weather
resistance and compatible with the type of pressure treated wood used (connectors, nails, bolts, nuts and washers).
Concrete Construction Notes
1. Concrete work shall conform to "Building Code Requirements for Reinforced Concrete" (ACI-318) and
"Specifications for Structural Concrete" (ACI-301), Latest Edition.
2. Concrete mix shall conform to the following specifications. All concrete mixes shall contain a
water -reducing admixture conforming to ASTM C-494. Air -entraining admixture shall conform to ASTM C-260.
CONCRETE MIX A VAiARD 0R�s�
Ultimate Compressive Strength @ 28 days 3,000 PSI
Slump Range 4" +/- 1n No 43g22
Maximum Aggregate Size 1" , 0
Entrained Air None PTE OF
Dry Weight per Cubic: Foot 150 #
3. Shotcrete mix
4 All concrete shall be cured for a minimum of 28 days. If forms for vertical surfaces a t�cY ��riQio the end of
the curing period, spray surfaces with liquid membrane curing compound.
5. Reinforcing steel shall conform to ASTM A615, Grade 40 (Fy=40 ksi). Lap continuous bars for tension lap splice
per ACI-318, unless otherwise noted. Provide.
comer bars of same size and spacing as horizontal wall reinforcement. Cover for concrete reinforcing steel shall be
- in accode- with`ACI-318, Paragraph 77. - ` -
6. Welded wire fabric (WWF) shall conform to ASTM A185. Lap sheets two mesh spaces and wire tie adjacent sheets
together securely. Cut alternate reinforcement at control joints.
7. All slabs on grade shall have construction or control joints not to exceed 10' - 0" spacing, unless otherwise noted.
8. Electrical conduit and other pipes to be embedded in structural concrete floor slabs or walls shall be placed in accordance
with the requirements of ACI-318, Paragraph 6.3.
24' x 48' OPEN,POLE STORAGE STRUCTURE
12-14-21
Michael E Driscoll PE
FL Reg # 43922
Z v�3
Z w �.
2 Z A
Z Z mp
JLdU Z ��
K U g
0
d
CO
W
W
WQ
0�
Z ui
U
Ur W
CM I--
N LL
9
2s
n
a
m
C
In
V
BID
r
FILECu" 1Y
17 7- 11/ ZZ
2,2,01 -Dtsrl
-1-------------------- , ' ,
1 ' '
1 , �
1 1 1
1 1 1
1 1 1
4 thick 3000 psi ;concrete slab
w/ wwf or fiberm4sh
N 6 mil visqueen &;termite treated soil ;
(if required)
1
1
1
1 1
1 1
1 1
.;-. -L. .;-. ,. �.
-----------------------------r �,---------------------------- ; ;----------------------------- �;--------------------------- ;
8"X 8". pt post
24" dia. x 48" deep \0111111/w/ post footing (typ) ,IAN' --- Sc �i
FOUNDATION PLAN VIEW
%' O
KO
SIO
R\
��� III111o��
12-14-21
Michael E Driscoll PE
FL Reg # 43922
Q
CL Ca
U) o
00
CO CO
o0J
a ILL
zL
W9U
�C7w
❑ODa
0
U)NLLLL
U
z �
l7 L
2 Z
Z W ea
z z a
W
J �J N n
O '1
U m9� nz
14
.40
cO
00m
M im
00
®Km
Z�®
aoZ�
0m
0
FILE COP)
1*1
8"X 811. pt post
24" dia. x 48" deep
post footing (typ)
SYEEL ROOF TRUSES
a
of
I a.
CO
N I I
X
N
ROOF PLAN VIEW
12-14-21
Michael E Driscoll PE
FL Reg # 43922
CM
Q
0
(L
CO
h 00
Q W o"
Q
in
Y
00U-
I
W U
h=C9w
�OC)o a
0
fA CO LL
L Z
s
z W
z-
ZW
z z a
W P
$$
J J X
F
Vf p x
mum
o S�
0
0 ® Xl
m MIT
�gv
0 M
0
FILE Copy
71l7G��
2 ZO-1 -0-'u !t
r
1
2"x 6" #2 syp
purlins @ 24" max spacir
FGaly ridge cap
14 Ga purlin 2"x 6" #2 syp
Drip edge attach connector purlins attach to clip
in accord w/ mfr specifications w/ 2 #10-15 X 1-1/2" screws
1" �
1-1/2" 1 "
Truss details
(see sheet 5)
PURLIN CONNECTION DETAIL
J- 114 Uld 1111U UUM
nut & washers
RIDGE CONNECTION DETAIL
2"x 6" #2 syp
purlins @ 24" max spacing
r Galy ridge cap
12
29 ga. metal roofing attach in 3
accord with mfr. specifications
FL # 9555-R5
��4 .
COLLAR TIE
Truss details
2-1/2" dia. carriage thru bolts (see sheet 5)
nut & washer to match
See sheet 2 &3
for post & footing
sizes 4" thick 3000 psi concrete slab
w/ wwf or fibermesh
6 mil visqueen & termite treated soil
(if required)
END ELEVATION
NTS
2"x 6" #2 syp
purlins @ 24" max spacing
2-1/2" dia. carriage
nut & washer to mat
See sheet 2 &
for post & foot
sizes
Min 3000psi
concrete
#5 X 12" BARS CENTERED EACH Vt
FOR 18"DIA HOLES USE 12" LONG
FOR 24" DIA HOLES USE 16" LONG
80# BAG SACRETE MIN.
OR 24" SQ X 4" THICK
CONCRETE PAD
finish grade POST FOOTING TO TRUSS DETAIL
NTS
`\\W11111{/���/
Q�ARD DRI
� `GV—NgS C0
No
F
a 10
// 11\
11-23-21
Michael E Driscoll PE
FL Reg # 43922
a
O
a ca
0
W -?
H 00
W
aD
UjiQ 1
YYp
0aLLL
0
0 Uj
W
w
oo d
N
(gL~L
z 126
ZVT
'Wt1
W
Z LU
W Z m
J J A
V Z
0po�
ce U F.
o g
a
CA
Il—
e
nmrn
0 0 R9
®� 9'19
Z�®
to Z
M
0,
16"
3-9/2�r D
Oyp)
No.
ELEMENT
MATERIAL
(50 KSI)
DESCRIPTION
M 1
Collar Tie
ASTM 572
L1-1 /2"x 1-1/2" x 3/16"
Collar Tie
ASTM 572
- 2" 1-1/2" x 3/16"
M3
Top Chord
ASTM 572
L1-1/2:'x 1-1/2" x 3/16"
M4
Bottom Chord
_ " _ " "
5
Center vertical
ASTM 572
1 " " "
M6
End Vertical
ASTM 572
L 1-1/2"x 1-1/2" x 3/16"
M7
Bearing angle
ASTM 572
L 1-1 /2"x 1-1/2" x 3/16"
M8
Inside vertical
ASTM 513
L1-1/4"x 1-1/4" x 1/8"
M9
Diagonal web
ASTM 513
L1-1/4"x 1-1/4" x 1/8"
STEEL TRUSS CROSS SECTION
NOTES:
CONNECTOR SCHEDULE
2"x 6" #2 syp purlin to 6"x 6" x 14 ga. clip 249 x 1-1/4" screws
Truss to truss @ ridge 3-1/2" dia thru baits & nut
Wood post to truss- 21/2" dia thru bolts nut & washers
Post to concrete 24" dia x 48" deep w/ 2 #5 bars thru post
1-MATERIALS SHALL CONFORM TO STEEL ASTM 572.
2- ALL STEEL SHALL BE 50ksi -IN-ACCORD WITH CURRENT AISC-MANUAL.
3- WELDING ELECTRODES TYPE. E70XX
4- ALL WELDING SHALL BE IN ACCORD WITH CURRENT AWS REQUIREMENTS.
5-ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER.
6-BOLTS SHALL BE ASTM A325. w/ NUTS & WASHERS. (TYP)
7- WELD STRENGTH 70 KSI MIN.
8- ALL POST SHALL BE #2 DENSE PRESSURE TREATED GROUND CONTACT.
9- PRIMING & PAINTING SHALL BE DONE BY TRUSS MANUFACTURER.
10- MIN EDGE DISTANCE FOR BOLTS HOLES SHALL BE 3/4" MIN
11-MAX TRUSS SPACING SHALL NOT EXCEED 12'-0" UNO.
12-THE DESIGNER DISCLAMS ANY RESPONSIBILITY FOR DAMAGES AS A RESULT OF
POOR WORKMANSHIP, OR IMPROPER USE, AND ACCEPTS NO RESPONSIBILTY OR
EXERCISES NO CONTROL WITH REGUARD TO FABRICATION, HANDLING,AND INSTALLATION
OF TRUSSES:
2- 1 /2" DIA. CARRIAGE
BOLTS NUT & WASHF-- —
STEEL TP
COPS ' PURLIN
(TYP)
TRUSS TO POST DETAIL
PLAN VIEW
O
)olts 0-
U)
H o0
¢w�rn
>
C0 CA cnm n
YQ� 0,
vvuodFiRD DR�S� nOt sh wnt Z Z W m m
v`G�NsE```o� for clarity W n
�; N� 43g22 I=— w
_ ::) 00 a C
S�PiE°F ;"�� cOnN�r
��s 10N � ee��� � m 00
n m
u __ —
0: Z RE
w U MN _
TRUSS DETAILS a �
WZ.�. !
J J 2� -V -
J r
o �, Z
L
R U oW
12-14-21 ° aZ
Michael E Driscoll PE
FL Reg # 43922 qAP