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NOTES:
1) ALL PLANS IN ACCORDANCE WIT] I THE FBC 2014. I
2) HOLES AND OTHER FASTENERS SHALT. BE ALUMINUM, STAINLESS STEEL, HOT -
DIP OR ELECrRO-GALVANISEDSTEEL. DOUBLE CADMIUM PLATED STEEL BOLTS I
MAY ALSO BE USED.
3) DARING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADE9UA'1'ELY BRACED
AND FASIENENEDTO RESIST DEAD, WIND AND ERECTION LOADS.
4) I, EXPANSION
BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE
I L
5) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN 'G" IN
DIAMETER.
6) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL. BE
PROTECTED WITH ALKALI -RESISTANT COATINGS.
T) ALUMINUM IN CONTACTWITH WOOD '1'O BE PAINTED WITH TWO COATS OF
HEAVY -BODIED BITUMINOUS PAINT.
8) ALL SELF-MATING-BEAMS(SMB)'1'0 BE CONNECTED WITH BEAM STITCH SCREWS
AT 24" O.C. BOTH SIDES (410 S.M.S. OR 412 S.M.S.)
9) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS ATJOB SITE, PLANS, SPECIFICATIONS, ECT. I
10) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED I
BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
II) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS,
12) ALL EXTRUDED ' ALUMINUM T'O HE IS ALUMINUM ALLOY (LOOS) w/ TENSILE
STRENGTH OF (35 ksi) OR GREATER, YIELD STRENGTH OF (351,sh OR GREATER,
AND COMPitESSION S"rRENGTII OF (10 ksi) OR GREATER.
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rr, 3 3_,„- Planning&Development Services Department \ '
• �„ Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: CAMPOS CARPORT — 7, /
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Project Address: _ 2.-! O ( v•• �2TfC� I / / / / \ \ / / '0
Permit X� INSTRUCTIONS
#: Occupancy Type: R Construction Type: V // // N
INSTRUCTIONS FOR USE,
I I D
/ / r
• This certification must be completed, signed, and sealed by the design protrssional 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
a 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 It above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED fcomplelg oil that apply)
1. DESIGN CODE: Florida Building Code 2014 Edition with 20 _Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed X Partially Enclosed —Open
3. Risk Category: X I_ 11_II1 IV Exposure Category: _BMX C_D
4. Design Wind Velocity 150 mph _ 116 Aso N/A LRFD End Zone Width: 5 It
S. Mean Roof Height: 10 It Roof Pitch: e.3 :12 Parapet: N/A fit / /
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): / T z
21.2 21.2 21.2 38.6 38.6 N/A / � X
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: / m
-38.6 -58.5 -83.4 -41.1 -485 N/A �
7. Design loads: Float 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: N/A PSF F- x Z
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF /CONCENTRATED I GJ
B. Were Shear Walls Considered For Structure? ,�_Yes _Not Applicable Explain Why Not: M
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: m
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10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes FT1
DESIGN PROFESSIONAL CERTIFICATION STATEMENT, o
TIF
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1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to A
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie n
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design i I
2
forces specified: 1
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth
Paul Welch Inc.
ON PLAN 7/7/2017 I
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL I
- I I
SLCCDV Ferm p 020-12 Revised 3/15/12 p5j Company Name & Address
DESIGN LOADS IN ACCORDANCE WITH FBC 2014 TABLE 2002.4 I I I
WITH REDUCTIONS PER TABLE 2002.4A I CONCEALED FASTENERS OR ATTACHMENTS I THESE PLANS AND ALL PROPOSM WOt?#;
WINDSPEED Vult: 150 N211 ARE THE RESPONSIBILITY OF THE I ARE SUBJECT TO ANY COPRECTICINS j
EXPOSURE: c I CONTRACTOR OFRECORD . I REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORD2A TO I I I COMPLY WITH ALL APPUCAUE CODS.
HORIZONTAL PRESSURE ON WINDWARD SURFACE: 36.98 PSF
HORIZONTAL PRESSURE ON LEEWARD SURFACE: 29.24 PSF / \
- VERTICLE PRESSURE ON SCREEN SURFACE: N/A PSF
VERTICLE PRESSURE ON SOLID SURFACE: 30.96 PSF / \
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-U I / ST L IE COUNTY \ I D I
D / BUIL ING DIVISION \ I W
I / / REVIEWED
FOR COMPLI \ \ I k
C) I / REVIEWED BY \
DATE PLA S N PER T \ \
I / MUST BE KEPT ON OB OR \
I / / NO INSPECTION WILL BE MADE \ I
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DESIGNED BY:
Robert C. Justice
DRAWN BY:
DATE:
SCALE:
1/4 u= 1 -0
SHEET
PAUL WELCH INC.
MECH-ELEC➢ CIVILENG.
1984 BILTMt`}3F ST. #114
PORT SAINT LUCIE, FL 34984 ( OF
PAUL WELCH P.E.
FIJA REG N0.29945
4fi 252011 2
/guimil► livARN
EXIST G ROOF
EXISTING ROOF
�rID I2iBII4 II
EXISTING
SINGLE-STOR'
RESIDENCE
Planning & Development Services Department,_
Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name 1s, Applicant:
Product Opening Design
Product Rated
Manufacturer Model Number Product Approval
Glass Method of Attachment
Pressures
Donflon Pressure
Number
7
Roofing Material i/
.30,9
+/- 3�,0
Or a30" Ic L�
�6"If. '17E'TAI4S ar.N YCdr•J
Covs/1� �� rcthe��e 19a ss� i
I'll,
'
LROOF.
:1oads
he above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
orces specified by current code provisions.
L WELCH P.E. Signature• ON PLAN
AUL WELCH P.E°I Cert. No. 29945 Date:
NEW PAN
SLOPE 1/4 PER FOOT
3" WALL HEADER
PAN HANGER EXTRUDED ALUMINUM GUTTER
000�
El0F�0
0
171
0
0
3'-0'
EXISTING O.H.
OPEN—)
'--3X3 EXTRUDED ALUM. COL.
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EXISTING COVERED AREA
TO BE REMOVED
REPLACE WITH NEW 3X3 A
& 3X3 ALUM BEAM W/
NEW PAN ROOF ABOVE
M. POST
IXM
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EXISTING
SCREEN R00
TO STAY
AS IS
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EXISTING COVERE
BE REMOVED
REPLACE WITH NE
& 3X3 ALUM BEA
NEW PAN ROOF A
AREA
3X3 ALUM. PO
W/
OVE
1 /
,!
OPEN
EXISTING
SCREEN
DOOR
ISTING 2"X
✓ED.
RECEIVING CHANNEL WITH
#12X 3/4" S.M.S., 3 PER PAN '
BOTTOM AND 1 #i2 TOP
3" RISER ROOF PANS l FASTEN TO FASCIA WIT EXISTING MASONRY
316O X 2yz" LAGS 12" ON CENTER a OR WOOD FRAMED
ALONG HEADER HOST STRUCTURE
PERIMETER WALL
NOMINAL T' FASCIA SECURELY ^
FASTENED TO RAFTERS r °
3" RISER ROOF PANS CONNECTION TO HOST FASCIA
BEAM PER PLAN
2" X 2" X 2" LONG X 1/8" REC. CHNL W/
(2) - #14 SMS EACH SIDE TO 2X2 AND
(2)-# 14 SMS TO BEAM
2" X 2" )( 0.045" X 0.045" ALUM. Y BRACE
2" X 2" X 2" LONG X 1/8" REC. CHNL W/
(2) - #14 SMS EACH SIDE TO 2X2 AND
(2)- # 14 SMS TO 3X3 POST
3" X 3" X 0.125" ALUM. POST
SEE TYPICAL POST DETAIL
TYPICAL Y-BRACE DETAIL Its...
THESE PLANS AND ALL PROPOSED WORT(
ARE %18-= T"* CORRECTIONS
'REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORD2R TO
COMPLY WITH ALL APPUCABLE CO6ES,
3" HIGH X 12" WIDE X 0.030" THICK
INTERLOCKING STANDING SEAM
ALUMINUM RISER PANEL (5 RIB)
— — (4)- #12 SMS EACH 12" PANEL EVENLY
SPACED
3" X 3" X 0.125" X 0,125" ALUM
HOLLOW BEAM
3" WIDE X 6" LONG X 0.125" THK ALUM.
PLATE EACH SIDE WITH (6)- #10 X 1 Yz"
SMS EACH MEMBRE EACH PLATE
L POST SECTION
ALUM: POST PER PLAN
3" X 3" X 0.125" ALUM, POST
3" X 3" X 1/4" ANGLE EACH SIDE W/ (4)-
#14 SMS & (2)- 3/8" X 2" EMBED CONC
ANCHORS EACH ANGLE
•--•----• FOUNDATION
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
JAN 1 2 REC'D
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DESIGNED BY:
Robert C. Justice
DRAWN BY:
DATE:
SCALE:
1/4 "=1—V
SHEET
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