HomeMy WebLinkAboutPlans_„ 3 7,t .,7 Planning & Development Services Department
7 Building & Code Regulations Division
" 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: POLE BARN
Project Address: ST. LUCIE COUNTY
Permit #: Occupancy Type: U 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 aoplvl
1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7.10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: X I_ .[I_ [I] IV Exposure Category: _B X C_D
4. Design Wind Velocity 150 mph 116 ASO N A LRFD End Zone Width: 5 ft
5. Mean Roof Height: 11.8 ft Roof Pitch: 4 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.9 16.9 16.9 29.4 29.4 N/A
Zone 1: -26.9 Zone 2: -46.8 Zone 3: -69.2 Zone 4: -31.9 Zone 5: _39.3 Garage: N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: 50/200 PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X YesNot Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
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 1/13/2017
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
SLCCDV Form # 020-12 Revised 3/15/12 (1S)
ri
Building Permit # _
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name Applicant:
e
Product
opening Design
r sur
Product Rated
Des!go eMiture
Manufacturer
Model Number
Product Approval
Number
'class
Type
Method of Attachment
Windows
N fA
Mullions
Fixed Glass
_
Block Glass
-
B
sliding Glass Doors
-
6wln T Doors
:35.3 _ 7.Z
'1 bo
Jk1 Ci-VJEN
�bS( OPLt 0E
860
Ict /// ,
N %Q
qq ,.1�Ve
MIN,
#U z a Cid16C!"007
(a" 8gle p
French Doors
Garage Doors
Hurricane Protection
- -
-
Roof Ventilation
Roofing Malarial
b(o I
^ qo, <
LINIpN
Cott Co£,Afe
rjtd
FL 91
pp
.
�EQ (Loop a-,-r, Q" pt,,,a,i„a
I have reviewed the above componentsl6r cladding and I have approved their use In this structure. These products provide adequate resistance to the
wind loads and forces speclfled by current code provisions.
Name: PAUL WELCH P.E. Signature: ON PLAN
Design Prof: PAUL WELCH P.E, Cert. No. 29945 Date:
E V�1�'1tI`"CCA-LE
�/I� y� J_ I� /• rvje /1(D lL VVVV L`�� `/ 0 Q�/lu 4N 4&111LL.
SCOPE OF WORK
CONSTRUCT POLE BARN PER PLAN.
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION NWST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2014.
5) STRUCTURE LOCATED IN, (NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION ekNEA• - -
u
0
FOUNDATION SCHEDULE
F-1 18" DEEP X 16" WIDE (2500 PSI) CONCRETE MONOLITHIC
FOOTING W/ (2)- #5 BARS CONTINUOUS
F-2 u !A
T-3 32" X 32" X 28" DEEP (2500 PSI) CONCRETE PAD
FOOTING W/ (3)- #5 BARS BOTH WAYS EQUALLY SPACED
S-1 4" THK (2500 PSI) CONCRETE S11A/B W/ FIBER MESH 1 t oY 4 2 t-o
OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON
CLEAN COMPACTED CHEMICALLY TREATED FILL
t _ .
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS r
REQUIRED BY. FIELD INSPECTORS THAT
'REQUIRED
Mp Y. #pLI:AO WCARLS- 0
ST. LItCTF COUNTY RTJTI,Dr`C- nIVISION
RF,VIEWED FOR COM414xCE
RhVILW D Y
DATE
PLANS T MUST BE KEPT ON JOB
OR NO DiSPECTION WILL 11E (ILA:.„,
PAUL WELCH INC.
AIECHAN/CAL ELECTRICAL CIVIL ENGINEERING
_- - 1984 S. W. BILTMOREST: SUITE# 114
PORTST, LUCIE, FL 34984
PHONE(772)785-9881TE-MAIL PWELCH/NC@AOL.COA/
PAUL DVELCH, P.E. FLA REG NO. 29945 —
JA 1 6 2011
RECEI'.'":D JAN 17 21111
PANEL FASTENER
#9-15 OR #10-14 X 1.5" LONG WOOD
" -
- SCREWS ® MAX 12" O.C. - -
FASTENER PATTERN 13ea A
SUPPORT SPACING = 24" O.C.
ALLOWABLE UPLIFT PRESSURE 70.25 PSF
j
I
i
I
/
24"
5V Panel Profile
IA'nimum 29 G"u9e, Nmlmum Yld 90 K51
ROOFING ATTACHMENT
j
PER FL# 9555.1 UNION CORRUGATING COMPANY 29 ga STRUCTURAL ROOF DECK
ATTACH METAL ROOFING WITH #9-15 OR #10-14 X 1 1/2" LONG WOOD SCREWS WITH SELF
SEALING WASHERS FASTENERS SHALL BE PLACED EACH SIDE OF EACH RIB OF THE PANEL AS
SHOWN ABOVE.
METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE
APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER
MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET.
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
THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA
BUILDING CODE
FLASHING SHALL BE INSTALLED AT WALL ANR`R6QF'INTERSECTIONS, AT GUTTERk, WHEREVER
DIREQTION AND AROUND ROOF OPENINGS: WHERE
THERE IS A CHANGE IN ROOF SLOPE OR
FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKi�tESS NOT
LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS REQUIREMENT DOES NOT APPLY'TO IP AND \
RIDGE JUNCTIONS.
SHALL BE IN ACCORAANCE WITH MANUFACTURER'S A
ALL ROOFING INSTALLATIONS
SPECIFICATIONS AND FBC 2014. -
j
e
ROOFING /
2 X 4 "X" BRACING AT RIDGE AND
6 FEET O.C. EACH SIDE OF RIDGE
- -_ P.T. WOOD FASCIA
J—SOFFIT PER DETAIL
2X4 LADDER FRAMING AT
(3)- 16d NAILS (TYPICAL) — 12INCHES O.C.
GABLE END TRUSS
I
1 X 4 SPRUCE OR BETTER T I -I'1 ree- 4 ev,-t
LATERAL BRACE AT 6 FEET O.C. "' T
FASTENED TO TOP OF BOTTOM GABLE END FASTENED TO
CHORD OF TRUSSES WITH (2) - ]6d SLEEPER WITH 6 D COMMON
NAILS EACH, AT GABLE END NAILS AT 12- O. .
TIAUS$ AND 4 TRUSSES BACK I
STRAP GABLE E 0 TRUSS WITH
"SIMPSON" LST) 15 AT 48" O.C.
WITH (12) -10d 1 %" NAILS
A.
P.T. 2 X 8 CONTINUOUS WITH
„ i I
LAG BOLTS Al 24 O.C. WITH
2" X �" X I/8" WASHERS
REINFORCE EACH VERTICAL _
MEMBER OF GABLE END TRUSS
WITH 2 X 4 T- BRACE WITH j16 D PLAN V19WT-BRACE'
NAILS AT 8 INCHES O.C.
GABLE END DETAIL ots...
N
O
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1'/:" SUSPENDED SLABS: 1'/2"
5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALATION OF HARDWARE IS NOT PERMITED.
7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
PRACTICIES.
81 UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS EXTERIOR PLYWO D
TRUSS CONNECTOR
SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
Al
EACH
418
(1)- MTS 16
1000
(14)-10d X 1 1/2"
A2
CONT.
100 # PILE(
)-LSTA15
1110
(12)-10d
SEE GABLE END DETAIL
1 STRAP AT EACH END AND AT 48" O.C.
FOR ADDITIONAL
INFORMATION
TRUSS COMPANY
W. KOST
LAYOUT DATE
12 7 2016
CUT -SHEET DATE
12 7 2016
W. KOSTJOB# 3973
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 PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED
TRUSS DRAWINGS BEFORE INSTALLING TRUSSES.
3) CONTRACTOR TO VERIFY ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING,
AND INSTALLING TRUSSES.
O _
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER
NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL
SCREWS 1.5" LONG AND 0.131 DLA.
9) EXTERIOR FRAME WALLS TO BE 1/2" TI-11 SHEATHING OVER 154 FELT OR
TYVAK BUILDING WRAP WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND
FIELD.
PAUL WELCHINC
MECHAMICAL ELECTRICAL CIVIL EAtG/NEEE'R/NG
_ T984S.W. BILTMOREST SUITE,# f 14
— PORT ST. LUCIE, FL 349a.4
- / PHONE'(77,Z)735.9888 .�-1NA/L PWELCH1NC@AOL COIVI
PA.UL YVELCH, P.E, FLA REG IVO, 29945
SHEET NU11HR
2
ow
MAXIMUMHEADRERSPAN
3'-0"
6'-0"
9'-0"
IT-O"
15'-0"
IT-O"
NUMBER OF FULL LENTH STUDS EACH END OF HEADER
2
2
3
3
3
3
NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1
1
1
2
2
2
3
.11 -- TRUSSES OR ROOF JOIST' PER PLAN
DBL 2 X O TOP PLATE
STRAP EACH STUD TO TOP PLATE
_,lam—fl
A�
I
1
�••• ••
•
(WINDOW ONLY)
STUDSO.C.
(WINDOW•
I
I
WITH 'SIMPSON' SP (n WITH
10d X I ''/2" NAILS
STRAP EACH STUD TO HEADER
WITH "SIMPSON" LSTA 24 WITH (18)-
lOd NAILS
j2? 2 X 12 WOOD BEAM WITH''%"
PLYWOOD SPACER GLUED AND
NAILED WITH IOd NAILS AT 8" O.C.
STAGGERED TOP AND BOTTOM
BOTH SIDES
FULL LENGTH 2 X G. WOOD STUDS
HEADER STUDS 2 X (s,WOOD STUDS
STRAP EACH STUD TO BOTTOM
PLATE WITH "SIMPSON" SP 0 WITH
(6) - I Od NAILS
P.T. 2 X [a WOOD BOTTOM PLATE
(I)- '/Z`WEDGEANCHORS X .a%Z"
EMBED. WITH 2" X 2" X 1/8"
WASHERS EACH SIDE OF OPENING
AND 24" O.C.
-CONCRETE FLOOR / FOOTING
TYPICAL HEADER DETAIL nts...
i
METAL ROOFING
2X4 WOOD PURMNS AT 24"
! O.C. WITH (2)- #10 X 3"
�) SCREWS EACH TRUSS
PRE-ENGINEERED WOOD
ROOF TRUSSES AT 24" O.C.
4 (MAX SPACING)
OPEN CEILING PEN CEILING
r "SIMPSON" LSTA15 WITH (12)- i SIMPSON SP6 W/ (6)-IOD NAILS
IOd NAILS EACH STUD TO EACH STUD TOP AND BOT.
TRUSS PLATE
DBL 2X6 CONT. WOOD TOP
— I PLATE
I OPEN WALL FRAMING ='
2 X b WD STUDS=@ 16" O.C.
ILtt " T 1-11 PER STRUCTURAL
NOTE #.I _
2 X 6 P.T. WD BOTTOM PLATE
SIMPSON SP6 W/ (6)-1 OD NAILS W/'/2" 0 ANCHOR BOLT X 5
EACH STUD BOT. PLATE 1/2" MIN. EMBED. W/ 2" X 2"
WASHERS AT 24" O.C.
0 OPEN WALL FRAMING
(2500 PSI) CONCRETE
I. %— FOOTING PER PIAN WITH (2) `
05
I
�`
P.T. WOOD POST
2X6 P.T. WOOD SLATS -- --
(REMOVEABLE)
P.T, WOOD BLOCKING
WITH 912 X 3" SCREWS AT 6"- .--
O.C.
PLAN VIEW REMOVEABLE SLATS
nts...
{
04 P.T. WOOD BLOCKING
_
WITH #12 X 3" SCREWS AT 6"
O.C.
- y
P.T. WOOD POST
2X6 P.T. WOOD SLATS
i
(REMOVEABLE)
,SIMPSON" CPT44Z WITH (2)-
1/2" X 2 1/2" EMBED ANCHOR
'
-.
- BOLTS AND (3)- 1/2 X 2 3/4"
iris 421,, A�1 DOWELS
nJ-
(2500 PSI) CONCRETE
-, —FOOTING PER PLAN WITH (1)-
#5 BARS CONTINUOUS
DETAIL
_4=40ST nts...
-- _ METAL ROOFING
" METAL ROOFING
2X4 WOOD PURLINS AT 24"
O.C. WITH (2)- #10 X 3"
SCREWS EACH TRUSS
2X4 WOOD PURLINS AT 24"
2�Y
! O.C. WITH (2)- #10 X 3"
Mq SCREWS EACH TRUSS
PRE-ENGINEERED WOOD
_ ROOF TRUSSES AT 24" O.C.
PRE-ENGINEERED WOOD
(MAX SPACING)
ROOF TRUSSES AT 24" O.C.
2 (MAX SPACING)
SIMPSON STRAP PER TRU
�-,„'
_ CONNECTOR SCH. "SIMPSON"
,;
SIMPSON STRAP PER TRUSS
MTS16 WITH (14)- !Od NAILS
\. CONNECTOR SCH. "SIMPSON"
—ALUM. DRIP EDGE
NITS 16 WITH 14 1Od NAILS
2 X 6 CEDAR FASCIA
ALUM, DRIP EDGE
2 X 6 CEDAR FASCIA
T1-11 SOFFIT
2X6 CONT. IVOOD TOP/
OPEN SOFFIT
PLATE
OPEN CEILING DBL 2X12 WOOD HEADER
NWITH'/-" CDX PLYWOOD
2X12 AND 1/2" PLYWOOD f q SPACER GLUED AND NAILED
BLOCKING X 12" LONG' / W/ 16d NAILS AT 8" O.C.
AT POST LOCATIONS / ;' STAGGERED BOTH SIDES
GLUED AND NAILED W/ d
16d NAILS AT 8" O.C. SIMPSON AC6 W/ (28)-16d
STAGGERED BOTH SIDES NAILS EACH POST TO
HEADER (USE SIMPSON LCE4
@ CORNER POSTS WITH (24)-
16d NAILS)
SIMPSON LSTA 18 W/ (14)- 10d
AILS AT CORNER POSTS (1)
2 X 6 WD STUDS @ 16" O.C.
PER HEADER
1-11 PER STRUCTURAL
NOTE#a
P.T. 6X6 WOOD POST
` POST EMBEDED IN FOOTING
18" MINIMUM
2 X 6 P.T. WD BOTTOM PLATE
—.— W/ %" 0 ANCHOR BOLT X 5
#5 BAR X 20" LONG THRU
1/2" MIN. EMBED. W/ 2" X 2"
POST
WASHERS AT 24"O.C.
FINISHED GRADE
(2500 PSI) CONCRETE
- — FINISHED GRADE
_ FOOTING PER PLAN WITH (2)-
rf(JC
(2500PSI)GONG.
#5 BARS CONTINUOUS / /
( FOUNDATION
-
- ' SEE PLAN FOR SIZES AND
p
SPECIFICATIONS
hRbTQ AR U Go co .
TYPICAL FRAME BRG. WALL DETAIL nts... TYPICAL 6X6 POST DETAIL nts...
PAUL. WELCH INC
_ - MBCHAN/CAL ELECTRICAL CIVIL ENGINEERING
19845 W. BILTMOREST. SUITE# f 14
PORTST. LUCIE, FL 34984
PHONE'(772)785_9888 EMAIL PINELCHINCOAOL CO/V/
PA.UL VVEL CH, P. E. FLA REG No. 29945 -
JAN 1 6 2017
SHEET NUMBER