HomeMy WebLinkAboutBuilding PlansSCOPE OF WORE{
- CONSTRUCT BALCONY AND STAIRS TO REPLACE EXISTING PER PLAN.
- ENCLOSE PORTION OF EXISTING FIRST FLOOR FOR STORAGE TO REPLACE
EXISTING.
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR
EXISTING BUILDINGS CHAPTER 7 AND 8.
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT 308 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 MUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2017, FBC 2017 RESIDENTIAL.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND 1N VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
2017 FOR EXISTING BUILDINGS.
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 %i' SUSPENDED SLABS: I 'fz"
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
PRACTICI ES.
8) EXTERIOR FRAME WALLS TO BE HARDIEPLANK.
HARDIEPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR
15# FELT OVER NEW PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY
WITH I %" LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH
FASTENERS 2'/:" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER -
CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PLACED IN THE
OVER -LAPPED AREA AT <8.1/4""ON CENTER VERTICALLY AND 16" ON CENTER
HORIZONTALLY INTO STUDS THROUGH 5/8"PLYWOOD SHEATHING. 518"
PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH IOD NAILS @ 4" O.C.
PERIMETER AND FIELD.
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Planning & Development Services Department
® p Building & Regulations Division
i Product Review Affidavit
34i1a in e er a:i Owners Name "i,f5 Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
( Glass
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Method of Attachment {
Windows
1"J I L"
Mullions
Fixed Glass
Block Glass
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Skylights
Sliding Glass Doom
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Swing Type D ors
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Up L.
we-oT, 12n
'F'L 20335, i
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French Doors
I'"
Garage Doors
Hurricane Protection'F2+6�'�
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0.05"ALA
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Roof Ventilation
Roofing Material
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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: yGW t+a 69- 4unr,4A%L So^, Signature- or.. T"t.AN p Seal
Design Prof:. �'" r +1nitLtiw $o"'. Cert. No. TO Date: 6 n.r r �'
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FOUNDATION SCHEDULE
F 1 24" X 24" X 18" DEEP (3000 PSI) CONCRETE PAD
FOOTING WITH (3)-#5 BARS EACH WAY
- Planning & Development Services Department
Building i& Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: DAVIS
Project Address: 8795 JAY GARDENS LN FORT PIERCE, FL
Permit #: 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: Icomplete all that apply)
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category: _ I X II_ Ill iV Exposure Category: X B C D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 3 ft
S. Mean Roof Height: 20 fr Roof Pitch: 2 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 27.6 27.6 N/A
Zone 1: _25.3 Zane 2: -44.0 Zone 3: -65.1 Zone 4: -30.0 Zone 5: -37.0 Garage: N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. 40 PSF
Dock: N/A PSF Deck: 40 PSF Stairs: 40 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 Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 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:
BOWDOIN G. HUTCHINSON 70878
Print Name Cert # & Co. Cert Auth.
BENCHMARK ENGINEERING
ON PLAN
Signature, Date, and Seal
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I.t:tJ('JIUL' �
20o4 -028 f'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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806 DELAWARE AVE. FORT PIERCE, FL
Company Name & Address
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FLOOR / ROOF FRAMING SCHEDULE
J-1
2X6 WOOD JOIST (SYP #2) AT 24" O.C.
J-2
2X8 P.T. WOOD JOIST (SYP#2) AT 24" O.C.
B-1
DBL 2X8 (SYP #2) WOOD BEAM
9-2
2X6 (SYP #2) WOOD LEDGER
B-3
2X8 (SYP #2) WOOD BEAM
B-4
DBL 2X8 (SYP #2) WOOD BEAM
&5
12X8 (SYP #2) WOOD LEDGER
I f4"-2" m WOOD HANDRAIL
CONTINUOUS AT STAIRS ONE SIDE
MINIMUM WITH HANDRAIL
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d4"=G�'o gGb6C
RAILING PER DETAIL
_ "SIMPSON" LUS28 WITH (10)- 10d
NAILS EACH STRINGER
2X6 P.T. WOOD TOP RAIL
2X4 P.T. WOOD TOP.RUNNER 2X8 P.T. WOOD BEAM WITH (2)-'A" X 3
''4" LAGS EACH POST
4X4 WOOD POST 4X4 P.T. WOOD POST EACH SIDE —
2X2 P.T. WOOD PICKETS SPACED SO
LESS THAN 4" CLEAR BETWEEN "SIMPSON" ABU44 WITH (12)-16d AND
2X4 P.T. WOOD BOTTOM RUNNER (I)- A" X 3 ''A" ANCHOR BOLT EACH
POST
TYPICAL RAILING DETAIL pts...
2X P.T.W ID TREAD
(TYPICAL)
— 1X P.T, W D RISER
2 X 12 P.T. *000 STRINGER AT EACH
END AND 24" O.C. MAX
"SIMPSON" HGAM10 EACH STRINGER
WITH (4)- SDS'/.X I W' TO STRINGER
AND (4)-' X 1 '/T TITEN TO FLOOR
TYPICAL STAIR DETAIL ots...
2X4 P.T. LANDING WITH 2XDECKING
SEE FLOOR PLAN FOR DIMENSIONS
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EXISTING WOOD HEADER
2 X 4 WOOD TOP PLATE WITH
/I' X 3" LAG SCREWS AT 12"
U.C.
STRAP EACH STUD TO TOP
PLATE WITH "SIMPSON" SP4
WITH (6)- IOD NAILS OR
"SIMPSON- H 2.5A WITH (10)-
8D NAILS (EVERY STUD)
HARDIE PLANK SIDING PER
STRUCTURAL NOTE 48
2 X 4 WOOD STUDS AT 12"
O.C.
STRAP EACH STUD TO
BOTTOM WITH "SIMPSON"
--- SP4 WITH (6) -- IOD NAILS OR
"SIMPSON" H 2 5A WITH (10)-
8D NAILS (EVERY STUD)
P.T. 2 X 4 WOOD BOTTOM
PLATE. WITH !:2" X 5 %a" EXP.
BOLT AT 24" O.C.
1 FINISHED GRADE
ltaµ EXISTING CONCRETE
("''FOUNDATION
TYPICAL FILL—IN WALL SECTION Fits...
u
PROVIDE FLASHING AT ROOF
PITCH CHANGE
rf `SIMPSON- LUS26 WITH (4)-
IOd TO LEDGER AND (4)- 10d
f TO JOIST EACH JOIST
/ 2X6 WOOD LEDGER WITH 'A"
X 3'/z" LAG BOLTS AT24"
O.C. _
2X6 P.T. WOOD DECKING
WITH (2)- 41 OX3- SCREWS
EACH JOIST
y 2X8 WOOD JOIST AT 24" WITH
"SIMPSON" LUS28 WITH (10)-
10d EACH END TO BEAM
y�.
2X8 WOOD BEAM ATTACH TO
POST WITH (2)-'A" DIA. THRU
BOLTS AND TO LEDGER WITH
HUS28 WITH (30)-16d
2X8 WOOD LEDGER WITH'/z"
X3 h" LAG SCREWS AT24"
O.C. STAGGERED
I
METAL ROOFING PER ROOF
ATTACHMENT ON PRODUCT
APPROVAL OVER IX4 WOOD
/J PURLINS AT 12" O.C. WITH (2)-
#12X3" SCRESIEACH JOIST
2X61 WOOD JOIST AT 24" O.C.
"�. %` SIMPSON STRAP H8 WITH
(10)-I0dX1'R'jEACH JOIST
— -1X4 P.T. WD. FASCIA
a �- ---- OPEN CEILING/SOFFIT
\ DB1.2X8 wooly BEAM
ON POST CAP AC4 (***) *** NOTE: USE "SIMPSON"
j - \N (28)-16d AND (2)- LSTA ACE4 WITH (20)-16D FOR END
18 W/(14)- IOd EACH POST TO POSTS
REAM
i 4X4 P.T. WOOD POST
I; RAILING PER DETAIL
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DOUBLE 2X8 P.T. WOOD
BEAM WITH (2)- V" X 6" LAGS
EACH POST
4X4 P.T. WOOD POST
SIMPSON ABU44 WITH (12)-
16d AND 0)- 5/8"m X 12"
ANCHOR BOLT
(3000 PSI) CONC.
FOUNDATION (PER SCH)
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