HomeMy WebLinkAboutAPPROVED Quaglia job~u-~ IW ~1L [xp ~ '~ f'A>C(A ~ •ll-<,W~-,--------.-~~,<'-:0,, W wryef.< /4 / (CovtMO -\ ) 10' 1' 't(,,1 l:Lfflr f)ot.,,l{ 1<001i (ii. -#-15r..1) /""" \_··---------'-P'' \--,·· -------·-~-.,~''"·,--,-----·~~--,--,~-·· -:Z.;,,;:3 ~--1:1 """" l )( ' YI Z i '1 f 'i f i1 'C'f,_ "4, ~ ! 7 ,,,_,_, ___ l,.. ______ __,_., ____ _____. Zb1-------• ... -----· i ~ I l ~ ·oo .•• yf{ 1 ~\ ('\ "' 'I,{ N>t:'J' ~\ \(') (h l ,r ft ""'XM ~ .;.-::::, i;:-DO VEON KIM, P.E. FLA. LIC. NUMBER 49497 CA.# 26887 DO KIM & ASSOC., LLC P.O. BOX 10039 TAMPA, FL 33679 (813) 875-9955
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11 1r T I� • • � • Ill: =I I I== . . . . .. ill l�COMPACTED OR �111U: �--. �II II I I� UNDISTURBED SOIL/SANDI 11 . � . 4 .. ::=11I� (1 )-#5 REBAR, CONTINUOUS_______ -=_11_1-. . . 1 11 11 3" MIN. CONC. COVER, 36" 11==1 I -1 I I 111 111 11 =1 11 MIN. LAP SPLICE �Ill� 11,. Ill .. lli,,1ill� lt.1'
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MIN. CONTINUOUS PERIMETER FOOTER
General Notes and Specifications: 1.Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediateconsideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3.All dimensions are provi ded by contractor, DO Kim & Associates, LL( have made interpretations where necessary.
4.The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. Thecontractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or en gineer to verify host structure ,capacity.
5.Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 1005-T53 Alloy, 6005-TS Alloy, or 6063-T6 Alloy.
6.Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom.
1.Connection s using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
8.Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self-Drilling (TEK) Screws !Industry Standard Screws)
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center(in) Distance Screw
#10 0.188 5/ 1&11 ½"
#12 0.219 l/ a" 9/,/
#14 (1/4") 0.250 ½" 5/a''
9.Structure has been designed to meet the 7TH Edition FBC (2020 FBC). Project is sited where the ultimate design wind speed, Vult, is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, 2020 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (L TDs), Tapcon concrete screws, Simpson Strong-Tie Anchors or Titian Screws or approved equal.
11. Composite panel skins shall be of aluminum alloy 3105-H15 or 310'5-H25.
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
Rev./Date Description
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 3/27/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM &ASSOCIATES, LLC
CA#26887
PO BOX 10039
Tampa, FL 33679
Drawing No. -060327
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