HomeMy WebLinkAboutApproved Plan)
3" COMPOSITE "ELITE" ROOF FANELS
1/80 THK CONTINUOUS RECEP, INC
r- CHANNEL WITH #14 SMS AT 1C 0 C.
TOP AND BOTTOM
ATTACH RECEIVING CHANNE . TO ZX
FASCA WITH''/<" X 2 %2" LONG LAG
\ SCRF WS AT 12" O.C.
NOTE: FASCIA SHALL BE 2" NOMINAL
MINIMUM
ROOF TO FASCIA ATTACHMENT DETAIL rasa:
3" COMPOSITE "ELITE" ROOF PANELS
(1 LB EPS CORE X 0.030"SKIN
THICKNESS)
3" X 2'T )( 0.045- X 0.045" ALUM
HOLLOW BEAM
ATTACH THRU 1X2 WITH
(4)- #10 X 1'/," SMS INTO SCRE1'.'
SPLINES IN 2X3 BEAM
- BEAM AT FASCIA �Alllw
•
NOTCH
1" X 2" ALUM OPEN BACK FASTEN PER
NOTE a1
HOST WALL
REAM FASTENING (AT EXISTING WALL) Ms...
3" COMPOSITE "ELW ROOF PANELS
(1 LB EPS CORE X 0.030" SKIN
THICKNESS)
SEE ROOF FASTENING DETAIL
3" X 2" X 0.090" X 0.090" ALUM
HOLLOW BEAM
(4)- #10 X 1 %- SMS THRU POST INTO
SCREW SPLINES IN 2X3 BEAM
1" X I- X 3" LONG X 1/8" THK. ALUM.
ANGLE EACH SIDE OF POST W/
(2)-#10 SMS TO BEAM AND
(2)410SMS TO POST
ALUM. POST PER PLAN
2"X5"X0.050"X0.116"SMB
2" X 3" X 1/4" ANGLE EACH SIDE W/ (3)-
#14 SMS & (1)- 3/8" X 2" EMBED CONC
ANCHORS EACH ANGLE (THESE ANGLES
MAY ME ELIMINATED AT RIGHT SIDE
WALL MIDDLE POST ONLY)
2- X 2- X 1/8- ANGLE EACH SIDE W/ (3)
#14 SMS & 3/8- X 2" EMBED CONC
ANCHORS EACH ANGLE
1" X 2" ALUM OPEN BACK FASTEN PER
NOTE #1
EXISTING FOUNDATION
3" MIN EDGE DISTANCE
TYPICAL POST SECTION nts...
V X 2" OR V X Y 08 @ 4 # 10 S.M.S. FROM INSIDE FACE OF
PERIMETER FASTEN PER NOTE n1 POST INTO SCREW SPLINES OF HOLLOW
\\ GIRT (1-1/2' EMBEDMENT MINIMUM) i
HOLLOW HORIZONTAL (GIRT) ' ! GIRT OR
CHAIR RAll
j f
2- k 10 S.M.S. FRO61 INSIDE FACE OF I X 2
LSELF MATING POST-
i 08 INTO SCREW SPLINES OF HOLLOW SIRT
(1" EMBEDMENT MINIMUM.)
ly
- CONNECTION W/ CONCEALED FASTENERS
CONNECTION W/CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2" X 2" GIRTTO 1" X 2" CONNECTIONS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS
--1" X 2" 03 @ PERIMETER
REFER TO NOTE g l -
,�F} 2 # 10 S.M.S. FROM INSIDE FACE OF
PERIMETER EXTENSION INTO SCREW
SLOTS OF PERIMETER (1-1/2'
{ EMBEDMENT MINIMUM)
REFER TO NOTE #1 - THIS SHEET
\�\ ux..... ....
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CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / PERIME-rR EXTENSION CONNECTIONS
NOTES:
1) FOR IX2 ATTACHMENT USE'/." 0 X 3" LONG LAGS INTO WOOD HOST,/;'0 X 2 V0
LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION AND
#14 SMS X 2" LONG INTO ALUMINUM H" EMBEDMENT TYPICAL) / SPACING 24" O.C.
AND WITHIN 6" OF EACH PERPENDICULAR MEMBER
2) ALL PLANS IN ACCORDANCE WITH THE FBC 2014.
3) BOLTS AND OTHER FASTENERS SHALL HE ALUMINUM, STAINLESS STEEL, HOT -
DIP OR ELECTRO-GALVANISED STEEL. DOUBLE CADMIUM PLATED STEEL BOLTS
MAY ALSO BE USED.
4) DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED
AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS.
5) ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE
EDGE OF CONCRETE SLAB.
6) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN X" IN
DIAMETER.
7) NON STRUCTURAL ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF
0.032 INCHES (KICKPLATE, ETC...)
8) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE .
PROTECTED WITH ALKALI -RESISTANT COATINGS.
9) ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF
HEAVY -BODIED BITUMINOUS PAINT.
10) ALL SELF -MATING -BEAMS (SMB) TO BE CONNECTED WITH BEAM STITCH SCREWS
AT 24" O.C. BOTH SIDES (410 S.M.S. CR #12 S.M.S.)
11) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
12) STRUCTURAL FEATURES NOT DETULED ON THESE PLANS WILL BE ADDRESSED
BY THE ENGINEER AS CONSTRUCTION PROGRESSES. _
13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH #8 SMS AT 12" O.C,
AND WITH IN 6" OF EACH PERPENDICULAR MEMBER.
15) UNLESS OTHERWISE NOTED ALUMINUM STRUCTURAL MEMBERS 1" x 2", 2" X 2"
AND 2" X 3" TO BE MINUMIM 0.045" THICKNESS.
16) ALL EXTRUDED ALUMINUM TO ^E T5 ALUMINUM ALLOY (6005) w/. TENSILE
STRENGTH OF (35 ksi) OR GREATER, YIELD STRENGTH OF (35ksi) OR GREATER,
AND COMPRESSION STRENGTH OF (10 ksi) OR GREATER.
17) SCREEN DOORS MAY BE INSTALLED IN LOCATIONS OTHER THAN LOCATIONS AS
SHOWN ON PLAN AS LONG AS N'7,W LOCATION DOES NOT INTERFERE WITH
VERTICLE POST LOCATIONS OR K bRACING.
1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER
"�-- 0 10" O.C. (TYPICAL) - 3/8' 0 BOLTS
REQ'D FOR 6' THICK ROOF PANELS
r�.
i O
C 0 0 °- -
CONTINUOUS ANGLE I COMPOS�ROOF PANEL
2" X 2" X 1/8" FOR EDGE BEAMS
FOR INTERMEDIATE BEAMS -/
Z" X 2" X 3/16' THICK
W/ #14 SMS @ 6" O.C. (TYPICAL)
NOTE; THE 2"X2'X1fS' CONTINUOUS ANGLE MAY
BEAM SELECTED FROM TABLE / BE ELIMINATED BY BOLTING THE COMPOSITE
202 (MAY BE HOLLOW OR ___/ PANELS THRU THE SUPPORTING BEAM
SELF-MATING/LAP EXTRUSION r
SECTION -
ROOF PANEL FASTENING DETAIL
(COMPOSITE PANELS)
SEP 2 7 2017
j' Planning & Development Services Department PERMITTING
• Building & Code Regulations Division St. Lucie county, FL
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: LAWRENCE SCREEN ROOM
.Project Address: 7615 WINGED FOOT CT.
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 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 1_ 11_ III IV Exposure Category: _ B X C_ D
4. Design Wind Velocity 150 mph 116 ASD N/A LRFD End Zone Width: 5 It5. Mean Roof Height: _g ft Roof Pitch: 0.25 :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 5: 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
Dock: N/A PSF Dock: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A 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 thal, 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 9/14/2017
Signature, Date, and Sell 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
>LCCDV Form # 020-12 Revisl?d 3/15/12 (1S) Company Name & Address
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DESIGN LOADS IN ACCORDANCE WITH FBC 2vA TABLE 2002A
WITH REDUCTIONS PER TABLE 2002.4A
- ,VPIDSPEED VH11 : 1.50 MPH (3 SEC. GUST)
EXPOSURE:
HORIZONTAL PRESSURE ON WINDWARD SURFACE: 37 PSF
HORIZONTAL PRESSURE ON LEEWARD SURFACE: 29.3 PSF
VERUCLE PRESSURE ON SCREEN SURFACE: 10.4 PSF
VERTICLE PRESSURE ON SOLID SURFACE: 31 PSF
ST.LTJC1i C,OUiTY L-I�;Le),',
REVMWED FOR C 1C
REVIEWED BY
DATE �-
PIAONS AND PERMIT MUS r BE KEPT ON JOLI
OR NO INSPECTION WILL BE MADE.
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PAUL WELH,/NC.
NECHAN/CAL ELECTR/CAL CIVIL, EEER/NG
TE#141984S.W.SILTMORESTSUIPORT ST. LUCIE, FL 34984,
PHONE (7-72d -785 - 9888 E-MAIL PWELCH/NC@AOL.COM
PAUL WELCH, P.E.-FLA REG NO.29945
SEP 1 4 2011 -
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SHEET NUMBER
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