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SCREEN
2"x 2"x f8"ANGLEA;z11 A�A&evz.E.:-
EACH SIDE OF COLUMNEACH SIDE
(2) #10 x 3/4" S.M.S. EACH SIDE
1"x 2" O.B. BASE PLATE (TYP.)
�r �
3000 P.S.I. CONCRETE
NOTE: DETAIL ILLUSTRATES
TYPICAL 2" x �A S.M.B. ■
COLUMN CONNECTION
TYPICAL COLUMN/ SLAB DETAIL
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
CHAIR RAIL,
_ATTACHMENT
i .0 # or 2.0 # DENSITY E-P.S. FOAM A 3105 H•14 OR M-25 AL-UWNUM ALLOY
�. - EUTE�COM I«STfON
SCALE: 3* R 1'-tY'
TYPICAL POST SECTION _
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SCALE %"
1
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HOLLOW -
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
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ENDS
RCWRP.D
CONi'lNOUS DfT'RUDED WHEN
HEADER ATTACHED w/ OILER
x 2 LAG TO FACIA FACIA �
® 12" O.C. �5
THAN I $/Q"
THICK OR
y x 3" LAG
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usE ANGLE M✓HERIa
(3) * 10 x %' TEKS EACH RiQUtP„ED TO
12' PAN OR f 1 O x %" FLUM$ HEADER TO
TI]',5 12' O.C. POR FACIA w/ # 10 x *A'
POLY ROOF T>:KS 12" O.C.
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EXISTING FOUNDATION PLAN
__.FLOOR_ PLAN_
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GENERAL NOTES:
t. THE OWNER WOULD LIKE TO BUILD ASCREENED
PORCH ON AN EXISTING PERMITTED CONC. SLAB.4(1..+�
2. REQUIRED EGRESS WINDOWS WILL NOT
COMPROMISED. --
a. NO ELECTRIC WILL BE DONE. - _. — —� � '"'• � � _—_ _—_—_ _ � ___ ___ � __
a. THESE PLANS &SPECIFICATIONS COMPLY WITH THE
2020 FBC (7m EDITION) & ASCE/SEI 7-16. 1 4
s. G6NTRACTOR TO VERIFY ALL DIMENSIONS AND ! I d
STRUCTURAL CONDITIONS AS SHOWN ON THE PLANS.
II
1 II
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_ROOF PANEL LAYOUT_
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EAST ELEV.
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_SOUTH ELEV. _
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'ding, Department
*Ta ✓ •^ S 1, Ft, PY 33. 34950
}467-3849
`" Design Certification for Wind Load Compliance
This Certification is to be completed by the project design architect or engineer./'us Certification must be submitted with
all applications for building permit(s) involving the construction of new residences (single or multi -family), residential
additions, accessory structures requiring a building permit, and any nonresidential structure. This Certification shall not
' apph to imtt'ior renovations (provided that no structural walls, columns or similar component are beingaffected) or
..certain otitesminorpetmits. •-
Project Name &Address owe use aag• tAiss;de
j& /Qy 49rJat`A/'
Permit#
310 of
Occ. T
Const. Type
Certification Statement:
I certify chat, to the best of my iawrvledge and belief, these plans and specifications have been designed to comply w}th
- the applicable snrrartral pwYinn of the bui[ding erodes currently adapted and enforced by the City of kk Pierce. I also
certify rhstsiractural elements depicted on rhese plans provide adequate resixtunce to the wind loads and forces
specified bJ' current code prrtviaions. -
Design Parameters and Assumptions Used: (please chgak or complete the appropriate box)
[ } Building Code Edition used (vear) goj�Q_ FBO°1 ��tA• O ASCE 744 O Other
[ } Building Design is (ehe:.k one) Enclosed�Pattially Enclosed -Open Building .
[ ] MeanPoofHeight:_$ _Ft. Roof Angle:.yrj_._` Dogrees Wind Speed Used inDesignlGT..NTH
[ ] Wind Eapoeme Classfiratioai tRefer m F.x7maere TaNes in nSCc 7); $ .
[ } Wind Velocity Pressure (Re%ran FBCTaM<s 1609.4d,E.C/: w_.�.�[_PSF Components and Cladding - il PSF
[ ] Wind Velocity Pressure on Exterior Faces of Structure: Minimum ��`_PSF -and- Peak PSF
[ ] Importance / tip Factor (Oburin from roc table 1504.5): �. D
[ } Height and Exgosum Adjustment Coefficient (F9cTable 1emi.6.3f_'I): �i 9
[ } Applicable Internal Pressure Coefficients (71ahie 6-7.iSC6 7):
[ ] Loads:: Floor:'�'��PSF RooftDead: / PSF Rooflt.ive: adi: PSF
[ ] Were Sheer Walls Considered for Structure? (ch--.e one) je"i'es ___ ,tio (lf& attach fxPlananan)
[ ] Is a Continuous Load Path Provided? (Cimcknne) Yes No (If No. attach explanation)
[ } Are Component and Cladding Details Provided? (^r4xx sae) _!::'Yes ?vo (!fNq° attach ezpkuwiian)
[ ] Minimum Soil Bearing Pressure:PSF
-5623
.
Design' by:
RICHARD A. JEMISON
3270 HATCHER STREET
,,.•••'"H" '••E,}erce, FI.34981
BENCHMARK ENGINEERING
0. OF THE TREASURE COAST
' A '•. ,� ' P'. _� � 806 DELAWARE AVE.
„0. .. •' ���,.`� FT. PIERCE, FL. 34950
''•.,�,SSI O N AL,� • (772) 772-267-1399 02/26/22
SEAL SCREEN ROOM SHEET
ON EXISTING SLAB &FOOTING
BOWDOIN TERRY DENMARK
HUTCHINSON 3104 AVE R
P.E. #70878 FT. PIERCE, FLORIDA OF 1