HomeMy WebLinkAboutMultiPDF0745-01EXISTING 2"X2" EXISTING 2"X3"
EXTRUDED ALUM. BEAM EXTRUDED ALUM. POSTS
— — — — — — — — — — — — ft — — — — — — — — — — — —
4;" 1 """-' *xsc Planning& Development Services Department
a Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance EXISTING SCREENED PORCH I
roject Name: CAMPOS CARPORT
EXISTING 4" SLAB.
ProjectAddress: 1100E JOY LN. I
Permit #: Occupancy Type: R Construction Type: V — — — — — — — — - — — —
— — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — —
— — —
— — — — —
IN57RUCHONS FOR USE- i
• 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 I 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 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: XI_tl_Ill IV Exposure Category: B )( C D \ /
\ /
4. Design Wind Velocity 150 mph 116 ASD N A LRFD End Zone Width: 5 It I /
S. Mean Roof Height: 10 It Roof Pitch: o.3 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): \ /
21.2 21.2 21.2 38.6 38.6 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone S: Garage: \ /
-38.6 -58.5 -83.4 -41.1 -48_5 N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: N/A PSF F
Dock: N/A PSF Deck: NIA PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED \ `-' X I S TI N G
8. Were Shear Walls Considered For Structure?-X-Yes _Not Applicable Explain Why Not: I \ \ SINGLE -STORY
9. is A Continuous Load Path Provided? 1 Yes Not Applicable Explain Why Not: RESIDENCE-
10.
\ ___ ___________ __ ____________ NEW
-
DESIGN Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? __Yes I \ / I
DESIGN PROFESSIONAL CERTIFICATION ATEMENT I , / — \ I PROPOSE D
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 CAR PORT -
forces specified: I\ \
Paul Welch P.E. 29945 / 5115 I \ \ \
Print Name Cert # & Co. Cert Auth. \ \ \
Paul Welch Inc. \ \
_ ON PLAN 7/7/2017
Signature, Date, and Seal 1984 S.W. Biltmore $f. Suite #214 Port St. Lucie, Fl.
6LC@Company Name & Addl'essV Form # 020-12 Revised 3/15/12 (J5)
DESIGN LOADS IN ACCORDANCE WITH FBC 2014 TABLE 2002.4
WITH REDUCTIONS PER TABLE 2002.4A.
WINDSPEED Vuu: 150 MPH
EXPOSURE: C
I , \
\
HORIZON" 4L PRESSURE ON WINDWARD SURFACE: 31 PSF
HORIZO1 _ .L PRESSURE ON LEEWARD SURFACE: 2r._, PSF -
VERTICLE PRESSURE ON SCREEN SURFACE: N/A PSF-
VERTICLE PRESSURE ON SOLID SURFACE: 30.96 PSF
\ I
-
'
---------------- -----------------
CONC ETE SLAB.
6"O.H.
-----------------------------------------------------------------
I\ ,I
I /
i \ '
I \ /
I \ /
I \ /
I \ /
I \ /
I \ �
I \ /
I \
I \ /
\\ EXISTING
`\ °INGLE-STORY
\\ RESIDENCE
I \ /
\ /
I / \
I I\ \
I I\ \
\
/ \ — — — — — — — — — — — — — — — — — — — — — — \,
li \I
------------------------------�
ATT/%r—W Tn
(-LIr)
CONCRETE SLAB.
METAL PAN ROOF
9
01,
NOTriS:
1) ALL PLANS IN ACCORDANCE WITH IUE FBC 2014.
2) BOLTS AND OTHER F.AS'FENERS SHALL BE ALUMINUM, STAINLESS STEEL, HOT -
DIP OR ELECTRO-GALVANISED STEEL. DOUBLE CADMIUM PLATED STEEL BOLTS
MAY ALSO BE USED.
3) DURING ERECTION, STRUCTURAL ALUMINUM SHALL HE ADEQUATELY BRACED
AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS.
4) ALL EXPANSION BOLTS SHALL NOT HE INSTALLED LESS THAN 3" FROM THE
EDGE OF CONCRETE SLAB.
5) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN 'h" IN
DIAMETER.
6) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE
PROTECTED WITH ALKALI -RESISTANT COATINGS.
7) ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF
HEAVY -BODIED BITUMINOUS PAINT.
8) ALL SELF -MATING -BEAMS (SMB) TO BE CONNECTED WI TO BEAM STITCH SCREWS
AT 24" O.C. BOTH SIDES 010 S.M.S. OR #12 S.M.S.)
9) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT.IOB SITE, PLANS, SPECIFICATIONS, ECT.
10) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED
BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
11) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
12) ALL EXTRUDED ALUMINUM TO BE 15 ALUMINUM ALLOY (6005) W TENSILE
STRENGTH OF (35 W) OR GREATER, YIELD STRENGTH OF (35ksi) OR GREATER,
AND COMPRESSION STRENGTH OF (10 ksi) OR GREATER.
_mt`xN h.Lu, A
---- . �>u u 1�,0 A LLJ 0
12,71FIN NA (T-r P iL)
I I
O
O
LL
U.
d
C
cV
r 0
Eli
r
4
J
ILI
,W a
cn
0
PAUI_ WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 RILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUI_ WELCH R.E.
FLA RE G .29945
O
L
Q
z
V
0
0
W
O
C
W
L
U
O
�--s
4—
OO
m
0
L
Q
Q)
U
"
O
_
n /
V /
�
Q
_W
N
U
11�
DESIGNED BY:
Robert C. Ju
DRAWN BY:
DATE:
15 JUNE 2
SCALE:
1/4 11 =1-0,
SHEET
REVISION
7
3" SQUARE
I
LEVATION
,4" _ 1 —D.
EXISTING ROOF
NEW PAN ROOF.
3" WALL HEADER
PAN HANGER
EXISTING ROOF NEW PAN ROOF.
SLOPE 1/4" PER FOOT
3" WALL HEADER
PAN HANGER
Mimi
mmi
Iml
EXISTING O.H.
OPEN
EXISTING
LOPEN-----,,SCREE
EXIT
SCRE
TOM DOOR
NEW POROH.4 ' ,EXIST.
REAR ELEVATION
SCALE: 1/4" = 1'-O"
EXISTING ROOF BEYOND
v,lwmv ► : l @
�tyF to PST\
3X3 EXTRUDED ALUM.
OL.
H T 5 12IF
I'-01
RECEIVING CHANNEL WITH
OTT 3/4" S.M.S., 3 PER PAN
BOTTOM AND 1 #Y2 TOP
FASTEN TO F CIA WITH EXISTING MASONRY
T' RISER ROOF PANS OR WOOD FRAMED
'/a"0 X 2, "' LAGS 12" 0 d CENTER HOST STRUCTURE
ALONIN HEADER PERIMETER WALL
NOMINAL 2" FASCIA SE
URELY P
FASTENED TO RAFTER,'
3" RISER ROOF PANS CONNECTION TO HOST FASCIA
3X3 EXTRUDED ALUM. COL.
EXISTING ROOF
EXISTING PAN ROOF.
3" HIGH X 12" WIDE X 0.040"THICK
-- --
— INTERLOCKING STANDING SEAM
h
ALUMINUM RISER PANEL (5 RIB)
(4)- #12 SMS EACH 12" PANEL EVENLY
SPACED
3"X3"X0.125"X0.12S"ALCM
HOLLOW BEAM
3" WIDE X 6" LONG X 0.125" THK ALUM.
PLATE EACH SIDE WITH (6)-#10 X 1 W'
SMS EACH MEMBRE EACH PLATE
PER PLAN
" X 2" LONG X 1/8" REC. CHNL W/
14 SMS EACH SIDE TO 2X2 AND
ALUM. POST PER PLAN
14 SMS TO BEAM
_ ��
_
3" X 3" X 0.125" ALUM. POST
'X 0.045" X 0.045" ALUM. Y BRACE
3" X 3" X 1/4" ANGLE EACH SIDE W/ (4)-
r----
#14 SMS & (2)- 3/8" X 2" EMBED CONC
'X 2" LONG X 1/8" REC. CHNL W/
ANCHORS EACH ANGLE
L4 SMS EACH SIDE TO 2X2 AND
L4 SMS TO 3X3 POST
-- POUNDATION
'X 0.125" ALUM. POST
OIL I T PICAL POST DETAIL
TYPICAL Y-BRACE DETAIL nts...
CAL POST SECTION
TYPI TION nts...
O
O
W
uO
uO
O
E--
O
O
W
OJ
�Z
-J
Cn
W
U
C
W�
75 U
0
O°'
m
= 0
0
u O
V /
Q
U
DESIGNED I
Robert C.
DRAWN B'
DATE:
PAUL WELCH INC. 15 J U N E
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114 SCALE:
PORT SAINT LUCIE-, FL 34984 1/4 11=1 -
PAUL WELCH P.E.
FLA REG N0.29945
SHEET
2 � I
AL 0 'k' 2017 z