HomeMy WebLinkAboutRoof Plann Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-15S3
Certification for Design Load Compliance
Project Name: HADDEN
Project Address: 202 ESSEX DR. FT. PIERCE
Permit tf: 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: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2020 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 III IV Exposure Category: B X CD
4. Design Wind Velocity 170 mph 132 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 8 ft Roof Pitch: :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
40.0 40.0 40.0 48.0 48.0 N/A
Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: �
-40.0 -40.0 -40.0 -48.0 -48.0 N/ A
7. Design Loads: Floor: 40 PSF Roof/Dead: S PSF Roof/Live: 20 Balcony: _ N/A PSF s
nnrk- N/A PSF DPrIc- N/A P5F Stairs: N/A PSF Fence: N/A PSF Railines: N/A PLF / CONCENTRATED
9. Is A Continuous Load Path Provided? X Yes Not 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
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)
DESIGN LOADS IN ACCORDANCE WITH FBC 2020 TABLE 2002.4
WITH REDUCTIONS PER TABLE 2002.4A
WINDSPEED Vult: 170 MPH (3 SEC. GUST)
EXPOSURE: C
HORIZONTAL PRESSURE ON WINDWARD SURFACE: 48 PSF
HORIZONTAL PRESSURE ON LEEWARD SURFACE: 38 PSF
VERTICLE PRESSURE ON SCREEN SURFACE: 13 PSF
VERTICLE PRESSURE ON SOLID SURFACE: 40 PSF
1 /4" 0 THRU e ;'_T W/ 1-1/4" 4
WASHER 1 G.C. (TYPICAL)
# Init
�,.,-�� WHERE PROXIMITY OF HOST EAVE
PROHIBITS INSTALLATION OF FASTENER k e t a ' Planning & Development Services Department
INTO TOP OF PANEL, FASTEN PANELS 0
Building& Regulations Division
�— -�-- 7-BOTTOM W/ 6 EACH #14 SMS PER
L �f PANEL (THIS APPLIES ONLY TO MAXIMUM _ _..."...._ _. .._.' W. _,..... �1i1"oduct Rvvie'I'!` ffidav4t
ROOF- PANEL SPAN OF 12' AND A. ROOF
- 1 H�1GF?T QF 8', ALL OTHER APPLICATIONS
r ffuilding T Owners Dante ADD Applicant:
EXISTING FASCIA REQUIRE SITE SPECIFIC ENGINEERING)
e .
�+ `EXISTING MASONRY _ ___.___ ........ -
c OR WOOD FRAMED FProduct f7penIng iDesirgn ; Product Rated Manufacturer Made! Number Product Approval i Glass Method of Attachment
0 0 o HOST STRUCTURE �__W s i
o O U C ` o O Q a ?Ef21METER WALL.. .Pressures esi n Pressure slumber Tyke +
_ —__—
.{ �___ _
2" X 2" X 1/8- ANGLE '+'t;' #12 o O o o C` G c O
__ . __ __
C •iTE ROOF PANEL Windows
I L
SMS ®6 D.C. G ICAL) (S 7 FROM TABLE 201) i
EXTRUDED OR BRAKE -FORMED Mullions
c r
Irk SMS 1O" ON CENTER :, �.: .032" MIN.) ROOF HEADER (.,.K.A.
# ,i Fixed Glass
I
-..�-. ,. _•. _ THRU RECEIVING CHANNEL RECEIVING CHANNEL) WITH x
I
=. THE 2 X! �.; Iv� CONTINUOUS APtG�•� MA
BEAM = ti T r INTO PANEL TOP AND BOTTOM 2 -LONG LAG SCREWS FOR Block Glass i �
ELIMINATED B BDL,�N� THE COMPOSITE I � _ ._....
THRU THE SUPPORTING BEAM LUMBER HOST 1 PER STUD - 3/8' +b __......
Sit _
i its
SECTION X 21h" LONG MASONRY SCREWS
FOR MASONRY HOST @ 16' O.C. LSWIrig Glass Doors _
ROOF PANEL FASTEt�#tN•, RETAIL ! sw;i r
. yPe3oors ....
(COMPOSITE Pki ELS , Frenctw Doors
COMPOSITE ROOF PANEL CONNECTION TO I�1�T MALL
Garage Doors
Hurricane Protection
i Roof Ventilation l 1 s
Roofing Material d ? J O
f
NOTES:
3 COMPOSITE ELITE ROOF PANELS 1) ALL PLANS IN ACCORDANCE WITH THE FBC 2020.
(2 LB EPS CORE X 0.030" SKIN 2) BOLTS AND OTHER FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL, HOT -DIP
THICKNESS) OR ELECTRO-GALVANISED STEEL, DOUBLE CADMIUM PLATED STEEL BOLTS MAY
ALSO BE USED.
3) DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED
t, AND FASTENENED TO RESIST DEAD, WIND AND ERECTION LOADS.
SEE ROOF FASTENING DETAIL
4) ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE EDGE
OF CONCRETE SLAB.
5) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN '/ IN
DIAMETER.
_ (2)- %2" , THRU BOLTS THRU POST AND 6) NON STRUCTURAL ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF
BEAM 0.032 INCHES (KICKPLATE, ETC...)
7) ALUMINUM IN CONTACT WIT14 CONCRETE, OR MASONRY MATERIALS SHALL BE
' PROTECTED WITH ALKALI -RESISTANT COATINGS,
ALUMINUM BEAM PER PLAN 8) ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF
2" X 8" x 0.072" x 0.224" SMB HEAVY -BODIED BITUMINOUS PAINT.
9) ALL SELF -MATING -BEAMS (SMB) TO BE CONNECTED WITH BEAM STITCH SCREWS
AT 24" O.C. BOTH SIDES (#10 S.M.S. OR #12 S.M.S.)
__.• __. _.... U ._ - POST NOTCHED TO FIT BEAM 10) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. --.
14) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED �
BY THE ENGINEER AS CONSTRUCTION PROGRESSCS•
12) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCOPE OF WORD
ALUM. POST PER PLAN SCALED DIMENSIONS.
3" X 3" X 0.125" ALUM. HOLLOW 13) ALL EXTRUDED ALUMINUM TO BE TS ALUMINUM ALLOY (6005) w/ TENSILE - REMOVE EXISTING 3" THICK ALUMINUM COMPOSITE �
STRENGTH OF (35 ksi) OR GREATER, YIELD STRENGTH OF (35ksi) OR GREATER, AND ROOF AT EXISTING SUN ROOM / COV. PORCH AND M O
COMPRESSION STRENGTH OF (10 ksi) OR GREATER. REPLACE WITH NEW ALUMINUM COMPOSITE ROOF PER WU to
PLAN. 00)
- REPLACE EXISTING INTERIOR BEAM AND POSTS AT SUN iZ w co ¢ @ N
ROOM PER PLAN.
2" X 3" X 3/8" THK RECEIVING CHANNEL
(U-CHNL) W/ (2) - X,",& THRU BOLTS 0)zo
d-511 W
} m 2 Z
THRU POST AND U-CHNL & (1)- 1/2" U ti W w:
CONC. ANCHORS W/ 3 X" MIN. U d W Ua 1Y
v EMBEDMENT U O u.
EXISTING FOUNDATION w m ¢ ep a:
W (A W 00 U
3„ MIN EDGE DISTANCE 1 _ L in
U N
TYPICAL POST SECTION (� x � �Os rl nts... � �~ � � �� `��-� � � � �- .� �
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