HomeMy WebLinkAboutBuilding PlansSCOPE OF WORK
CONSTRUCT NEW SHED/yVORK SHOP PER PLANS AS SHOWN - -- Planning aYz Services Department
Building &Regulations Division
Product Review Affidav
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NOTES:' :
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL CALLAHAN RES I bENCE
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SITE PLANS SPECIFICATIONS ECT. inWals,apLo� Building Permit # Owners Name Applicant:
DIMENSIONS, CONDITIONS AT JOB , , ,
FEATURES NOT DETAILED ON THESE PLANS WILL BE
2) STRUCTURAL
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
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3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
LardkwausAlang M.kRIbYaNml Flange ,
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODEX
\`
Pam"
(FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2014 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY "
HEAVY TERMITE INFESTATION AREA PER FRC 301.
METAL ROOFING ATTACHMENT REQUIREMENTS:
METAL ROOFING TO BE ATTACHED WITH CORROSION RESISTANT PANCAKE -HEAD WOOD
SCREWS #10 X I" MINIMUM (MINIMUM 3/16" PENETRATION THROUGH DECK). FASTENERS SHALL
STRUCTURAL NOTES
BE PLACED THROUGH THE NAIL STRIP AT 16" ON CENTER ACROSS PANEL WIDTH AND SPACING
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
ALONG THE NAIL STRIP AS FOLLOWS:
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
/ FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
I ZONE :FASTENER SPACING = 6" O.C.
(Field):
3) SLAB
STRENGTH DAYS. SEE PLAN FOR SIZES & STEEL
ZONE 2 (Perimeter/ Ridge): FASTENER SPACING = 6" O.C.
Comers):
G BARS:
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
O C
ZONE FASTENER SPACING = 6" O.C. WITH 3/8" BEAD OF LAP SEALANT
ZONE 3
FOOTINGS: 3" BEAMS: i" SUSPENDED SLABS: 1'/z"
5) REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS
ROOFING ATTACHMENT nts...
LAP ALL
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
PER FL# 20378.E 5-V CRIMP
6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE
7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
APPROVED MANUFACTURER'S FASTENERS, METAL PANELS SHALL BE ATTACHED PER
INSTALATION OF HARDWARE IS NOT PERMITED.
MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET.
8) UNLESS OTHERWISE NOiEID.TIIE-THE %IFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES
_-
UNDERLAYMENT SHALL BE PALISADE SYNTHETIC ROOF UNDERLAYMENT (NOA# 16-1025,02).
FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING
THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE
MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS
THROUGI4 THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA
BUILDING CODE
• EEPLANIC NOTE:
R�RD E LT OVER
R I S# FELT i DING WRAP O
BE ATTACHED OVER TYVAK BUILDING
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER
'A OPENINGS. WHERE
HARDIEPLANK SIDING TO
PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 '/," LAPS AT TOP OF PLANK.
THERE ISCHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF
FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT
HARDIPLANK TO BE ATTACHED WITH FASTENERS 2 'lx" LONG, 0.223" HEAD DIAMETER, 0.09T'
SIDING NAIL. FASTENERS SHALL BE PLACED IN THE
LESS THAN PROVIDED IN FBC TABLE 15012. THIS REQUIREMENT DOES NOT APPLY TO HIP AND '
SHANK DIAMETER, CORROSION -RESISTANT
OVER -LAPPED AREA AT < 8-1/4 ON CENTER VERTICALLY AND I6 ON CENTER HORIZONTALLY
RIDGE JUNCTIONS.
INTO STUDS THROUGH 5/8"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BENAII ED TO
ALL ROOFING INSTALLATIONS SHALL BE IN ACWRANNCE WITH FBC 2017.
STUDS WITH 8D NAILS @ 4" O.C. PERIMETER AND FIELD.
'/4" SCALE
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
windows
N/A
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
SEE ELEVS.
+/-65
PLASTPRO.
_ _..
SMOOTH
FL# 15213A
N/A
#10 X.1 3/8" MIN. EMBED SCREWS AT 6" / 14" O.C.
French Doors
N/A
Garage Doors
SEE ELEVS
+27/-30
DAB DOOR COMP,
824/811
NOA# 17-101
.12
N/A
5/16" X 9 5!8" MIN. EMBED LAG SCREWS EA. BRACKET
Hurricane Protection
Roof Ventilation
Roofing Material
-84.3
-86
E • E",,, . u 4"
1" NAILSTRIP
FL# 20378.6
N/A
PER ROOF ASSEMBLY NOTES ON PLAN
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: PAUL WELCH RE Signature: PAUL WELCH P.E.`
PAUL WELCH INC. 29945 ON PLAN
Design Prof: Cert. No. Date:
0
n^,
a`00,R PLAN '/4" SCALE
_ Planning & Development Services Department
t Building & Code Regulations Division
f" r 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: CALLAHAN SHED
Project Address: 504 E. MIDWAY RD
Permitl:#i Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE-
• This Certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
• Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida tBuilding Code 2017 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: X 11_ III IV Exposure Category: B X C D
_I _
4. Design Wind Velocity 150 mph 116 ASD N/ALRFD End Zone Width: 5 ft
E
V
S. Mean Roof Height: 15 ft Roof Pltch: s :12 Parapet: N/Aft
�
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):V �-
16.9 16.9 16.9 29.4 29.4 27.8
Z -J .-
r LL r1
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
-26.9 -46.8 -69.2 -31.9 39.3 -36.3
, LA l7
7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF
Or @�
M4 ' '�
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF fence: N/A PSF Railings: N/A PLF / CONCENTRA'= 3 Ln Z
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
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9. is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
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DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
IL
1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
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comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
LLI
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
ON PLAN 8/20/2020
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
a
to
REu(E VEU \ OR
CODE r " . "
ST. ILL,
SOD`�Y
9 /zo ;47
WINDOW
/ DOOR SCHEDULE
MARR
SIZE / TYPE
NOTES
1
3 0 61 SOLID CORE DOOR
2
10 0 10 0 OVERHEAD DOOR
3
8 0 8 0 OVERHEAD DOOR
PAUL WELCH INCe
Mechanical Electrical Civil Engineering'
1984 S.W. Biltmore St. Suite#114
_ = Port Saint Lucie, FL 34984
Phone (772.) 785 - 9888
Email - Dwelchinc(ddaol.com
AUG 2 8 2010 Paul Welch, P.E. Fla Reg. No. 29945
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PLYWOOD WALL SHEATHINGG
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GRADE D FELT PAPER
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PROVIDE BEAD OF SEALANT'/a"
FROM EDGE OF OPENING UNDER FELT
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APPLY FELT TO EXTERIOR OF
ill
Jill: U
,
OPENING AND FOLD FELT OVER JAMBS
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fli
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OR OPENING
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III
SAVE a
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FBMW,&!11n1... "A" = 3 FEET
zolm ROOF SHEATHING ATTACIA+tM REQUIREMENTS
1T NAILS AT 6" O.C. PERIMB RETER AND 6" O.C. FIELD
® NAILS AT 6- O.C. PERIM13'FERAND 6" O.C. FIELD
® MAILS AT 4"O.C. PERIMETER AND 6" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19l32" THICK CDX PLYWOOD ROOF SHEATHING
FASTENED TO ROOF FRAMING WITH 8d RING-SHANKNAILS {PER FRC803.23.1) SPACED
PER ZONE DESIGNATIONS AS SHONW.ABOVE.
TRUSS CONNECTOR
SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPUFT DESIGN
A04G
EACH
1268
(2)- MTS16
2000
(14)-10d X 11/2"
ALL OTHERS AT
FRAME BEARING
LESS THAN 1000#
EACH
< 1000#
(1)- MTS 16
1000
(14)-iOd X 1 1/2"
AT FRAME BEARING
TRUSS COMPANY
ECT
LAYOUT DATE
8/ 25 2020
CUT -SHEET DATE
8 25 2020
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED.
TRUSS NOTES:
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS.
TRUSS PLACEMENT KAN
rl
III'I lil
DOOR OPENING WATERPROOFING DETAIL nts...
NOI APPROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADE D FELT.
_-_ALUM. DRIP EDGE
�4 IX8 P.T. WDXASCUI OVER
2X6 P.T. WD. SUB -FASCIA
I
2X4 WOOD SOFFIT FRAMING
EACH TRUSS WITH (3)- 10d NAILS
';TOE NAM TO LEDGER AND '..
.(3)-10d NAILS TO SIDE OF TRUSS I
6" X 18" SCREEN VENTS AT 72" O.C.
%" PAINTED PLYWOOD W/ lOd
NAILS AT 4" O.C. PERIMETER
.. ..... _ AND FIELD
2X4 WOOD LEDGER WITH 16d NAILS
AT 12" O.C.
SOFFIT DETAIL nts...
z
KDOOR
OR WINDOW OPENING
DDL W/aSI.L,
,(WINDOW GNLY)
=44TUDS AT 16"O.C.
SOW ONLY)
i
6"
i
!I
4
11 II
II 11 1
1
,411-111
•
METAL ROOFING OVER 30 #"
FELT ON 19/32" CDX
— - = PLYWOOD SHEATHING
NAILED W/ 8d RINGSHANK
NAILS PER DETAIL
PRE-ENGINEERED ROOF
TRUSSES @ 24" O.C. MAX
.0,
'
9'-0" `
IT-0w
1 S° p"
1 i"•flw
-- ------ SIMPSON STRAP PER TRUSS2
1
1
3
2
���
13
`r
CONNECTOR SCH.
�-�-- - «— - "VMS GR ROOD JOINT* PLAN
�--- ALUM. DRIP EDGE
1X8 P.T. WDXASCIA OVER
----- -�-- DELI Xfa TOP PLATE
2X6 P.T. WD. SUB -FASCIA
® „m STRAP EACR STUD TO TOP PLATE
SOFFIT PER DETAIL
WI l'H `SS fSPH 6WITH (to)-
_ _ _
D13L 2X6 CONT. WOOD TOP
10d IC I W6° NAILS
.
PLATE
STRAP EACH STUD TO HEADER,
SIMPSON SP6 W/ (6)-lOD NAILS
WITH "SIMPSON" LSTA 24 WITH (18)
1Od NAILS
EACH STUD TOP AND HOT.
PLATE
- 2 X 6 WD STUDS @ 16 O.C.
(S> 2 X 12 WO0DSBAM wrI"
`
PLYWOOD SPACER -GLUED AND
xARnIE PLANK
�'
SIDINGPER
,NAILED WrliI II NAILS AT 8" O.C.
HARDIE NOTES
STAGGERED TOP AND BOTTOM
_. -.__. _ . - _......
BOTR SIDES
_
FULL LENGTH X(y WOOD STUDS
HEADER STUDS 2 X&WOOD STTID$
PLATED WITH %EIAVSW1 spI wrrH,
2 X 6 P.T. WD HOT -TOM PLATE
V
.•
(10)— IOd NAILS
W/ 518" 0 X 8" EMBED
Z
J
ANCHOR BOLTS W/ 2" X 2"
no
V-no
N
k
P.T. 2 X WOOD BiOTTOM PLATE
WASHERS @ 2q O.C.
u
N
V
. „
(1) S/8' WEDGE ANCHORS X 8
"
6 FINISHED GRADE.'
7
J
LA
Z
EMBED. wrm2f,X2"XUSw
_
(61�lisILj �4(21
12»
=
_
N
V
WASHERS EACH SIDE OF OPENING
:'
"
_P1
1
n
w
�.
= .:
(2500 PSI) CONCRETE.
IL
...
13 =7.
FOOTING WITH (2)- #5 BARS
C1
.. , . II -CONCRETE FLOOR 0 FOOTING
CONTINUOUS (PER SCH)_
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44
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TYPICAL FRAME BRIG. L DETAIL uts_
R
E
LU
4EE4647", A,D.tle o -
,
V
1
OUNDATION SCHEDULE
F-1 19"D X 16»W (2500 Psi) CONC. MONOLITHIC
FOOTING W/ (2) #5 BARS CONTINUOUS
S-1 4" THK (2500 PSI) CONCRETE SLAB W/
FIBERMESH OR 6"/6" 10/10 W WM OVER
VAPOR BARRIER ON CLEAN COMPACTED
CHEMICALLY TREATED SOIL
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984, . '. Biltmore St. Suite#114
Port Saint LUcie,..FL 34984
Phone (772.y7W" 98'
Email - DwelchincC&aol.com
,Z 8 202D Paul Welch, P.E. Fla Reg. NoI
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`BUILDER"S WARNING`
LL BEARING POINTS MUST BE INSTALLEDAPHRAMS
OfAS DEFINED BY WTCA 1 - 1995.
HAVE NOT BEEN ANALYZED BY
ION BRACING FOLLOW INSTRUCTIONS
SUMMARY SHEETS
RUCTURAL DATA, NUMBER OF GIRDER AND
ESIGN DEPARTMENT APPROVES THEM IN ADVANCE
RIOR TO INSTALLING ANY TRUSSES!
COAST TRUSS.
AND
CING FOR THB STRUCTURE IS HE
=ESPOMSIBILITY
USE
PLIES AND THE CONNECTION INFORMATION.
LL HANGERS ARE SIMPSON STRONG -TIE OR USP UNLESS
OTHERWISE NOTED. INSTALL HANGERS ACCORDING
FAILUREL
OWERECNSON
TRUCTIONS ONLTHE BOSI-BRSH AND SEA[ FT) ENGINEERED T USUME ARVRAININ
AACING AS STATED ON SEALED
LTERATIONS AND/ORMREPAIRS TO TRUSSES IN
OTHE CURRENTSIMPSON STRONG -TIE OR USP CATALOG
IN
TRUSS PLACEMENT PLAN
BEARING ELEVATIONS
4 1/16" HEEL
2pe. LEVEL
1' 6" RETURNS
ATTACHED
TYPICAL END DETAIL
€ft 7a
L
ion I
EAST COAST TRUSS
5285 ST, LUCIE BLVD. FT. PIERCE, FL 34946
OFFICE912)466-2480 FA#:M2p66-5336
rOMER:Mathew'J. Callahan -Cot
NAME:Callahan Residence
:IESS:564 E. Midwav'Road
g
JOB #
cc
MODEL Detatched Garage
ARAGE
Q FT 864
2i
DATE 08/25/20 = _
A
1
6/6134.31.fro3 (3) EAST COAST TRUSS i4 the
I
"Truss Dggn En
,d"
usresre Tradesigned in accordano.ce "ifh the
1
TlbriapBwlaing code
I
1
1
Ana
HHHOVAL l,Jlc:
I
I
y approving this placement plan(s), signaWred anywhere on this sheet, the
1
i
acoject, tlges That this placement plan compli
usfomertr Meal
I
intent of the project.
iT the structural so
I
The ai
acknowledges that this approval EAST
TRUSS to m
OAST TRUSS to manufacture these trusses grid deliver them to the project
deliver th m t
i
this drawin g
1
e
Thcustomer
The custotomer also
egine that helshe accelAs
1
rose I,
ponsihilgy for an y repair, engineering, end labor required due to errors
ed du t
I
ODE =FBC 2017/TP12014 ASCE 7-1
DESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY = II
XPOSURE=Ci
r WF SPEED=170
!BUILDING TYPE =ENCLOSED
MEAN HEIGHT =15.00 ft
GRAVITY LOADS
LOOK: DUR FACTOR= 1.0
SF=TCLL - TCDL- BCLL-BCDL
40.0,10-0,0.095.0
REVIEWED FOR
ROOF: DUR_FACTOR='1.33
CODE COMPLIANCE
PSF=TOLL - TCDL - BCLL - BCDL
ST. LUCIE COUNTY
30.0-7.0-0.0-10.0
BOCC
LOADS PETMMTTMC�
*NON CONCURRENT
BOLL Igpsf
s=; -<—
- UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
:A BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
FLOOR TRUSSES SPANNING 20'-6' OR MORE
It eu�n�ne—".w
MUST BESET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD BEAT LEAST 12 TO
k} 2/3 IN LENGTH AS THE SPAN OF THE TRUSS
BEING SET.
i
g
f� REFER TO SCI-131 FOR COMPLETE
as ERECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
I nd i cat es Lef t End Of Truss
On
Layout & Engi neer i ng Sheet s
Digitally signed
Manuel'iS
'
iSbyManuel
'�,Ilartinez
{
Marl (n 'iD 020.08.26
as*€11:19 -04'00'
'MAUL 1''✓Ei.CH INC.
MI6H•5LECT•CIVIL
ENG.
004 BILTMORE ST #114
No 0471#2
»&
061"IT SAINT LUCIE FL 34984
KA REGNO-229945
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