HomeMy WebLinkAboutPROJECT INFORMATION WINDOW REPLACEMENTtgc)-a - O-ZZ-Is
RECEIVED
3
1 L MAY"'0 9,0118
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St Lucie OUntY
--rPlan Types: ST. Lucie Courity, Permitting
I In tree Room/Sun Rooq(I=FHIln)
Ftpoal . Screa-291caga tow * nd adual Wind Speed)
Screem— %Des4ped fin eta
pa Port
Flpatio Cover
ect.Address:
,�;Address-.
IfT, Rexct-a
Code.: -73 <49 4 C
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'(For fed i c, option go to —:ee-ades iga:fgo u, and. provide Fed�x, a-ccourA. 9)
Pay in a n t: X C- h 2 aff � k Credit
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(For Credit ,:Q ard option.go to wxv,v.allmlinLin-iscreendeal�o--n.con-i to pay by credit card)
EngimehOg prepared by:
Englnoqr. Michaef -a hompaon,, M9c, P.E..(P.E. A 447-NDAV)
4401. Vinela . nd Road- Sujte A6 Odando, FL 32811
Office:407-734-1470 0,60:407-7212292
Website: a h i �n,
gung, - S 0,1 G, 191 CjFli CA-I*0P3a
PC
Screen Room/SupCH
Rooff4l n,:.
.
Insulated PaMIROOR 6 A F'14th t1all:
uuer F�Frascla MR-IockWadg co-F.Ventional -.21
Uprights X Top Plate X Klilck Plate
]'Dome, CjGaible n.Mansard []Shed/SIOP
GLItter []Fascia n a I o VI -A -a II Elcogn
Beams x U pr 1 wh a, X pudill Klc* *L,%-,, Pleggy
Car Port:
DI I ns ul a - Ws' EIr.EPanFRloumdo-A-,OU'Va11 .Cc nve-AI-0nal tAka-I11S
as
gut
Beams X Post:x.
pa`ora
`nsulgted P an OR"a - F
ElAth Wall
O.Gufter ElPascia FIBlock Walb F IC-nonventionalwMi-I'l
Iseamsm x post x
Concrete:
-171 OF!!& E,]5tibbon Footer X
Elpavers [:j6" Thickened. Edge
and geOeral notes:zihd:design sta -nosM , tip' e contracior
mall uffize the' Move stingen.t'.dimensions apd'member f.-Izes nr'.Cr to qrd6'rH--q' MillakEM9 5, f ti-bridadon, e#06r
construcDont between the plans and general rotes and desigmstandar.d.
rs C- $fIl hae to s n,
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M. I,!'C =j
Orlando, FL 3-93i I
4401 VvIeland Road rMV;
(CA#30930-1-Ph, 407-43441470IFax 4,617-734-1790
Design Standards
The following are general design standards. More stringent design standards may be noted on tho plans.ji
` r
General Requirements: -
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies d6cept4nce of inf6.rmat n -
shown as correct and obligates himself to any expense, real or implied, arising from their use. A chance t6 the S+im&
drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor -and must be submitted
to the engineer for approval. The general contractor and each subcontractor shall verify all existing conditions prior to the
start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor
construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in
any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer.
Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy
of the drawings.
Design Code:
Florida Building Code 2017
The Aluminum Association, latest edition
ASCE 7-10
Galvanized Bolts:
All bolts shall be galvanized be ASTM
A572, grade 50 threaded round stock with
Design Loads:
Ultimate Wind: 165 mph at 3 second gust (30 psf minimum)
Pursuant to Chapter 1609 LL (—Table 1607; WL- Section 1609)
Risk Category I (Table 1604.5)
Exposure Category: "C" (FBC 1609.4.3 & ASCE 7-10, Section 26.7.2)
Deck Live Load: 60 psf
Dead Load: 10 psf
Roof Live Load: 20 psf
a minimum yield stress of 50,000 psi. Components and cladding, design wind pressures + 60psf/-60psf
Timber:
Design in accordance with the National Design specification for wood construction, with loading in accordance with the
Florida Building Code. All graded structural lumber shall be pressure treated and meet the following minimum
requirements:
Minimum bending stress =1250 psi (No. 1 Dense So. Pine)
Young Modulus =1600 ksi
Maximum of 15% moisture content
Contractor may use Southern Yellow Pine No. 2 or U.O.N.
Lumber sizes shown are nominal sizes. Lumber shall be furnished in finished sizes meeting the requirement of the
American Softwood Lumber Standard.
Structural Aluminum:
Conform to latest edition of Aluminum
Association of Florida standard practice for
aluminum design.
All aluminum shall be 6061-T6 (E= 10,000
ksi; Fy = 35 ksi)
Concrete
Conform to ACI 318, latest edition and ACI
301
Compressive Ultimate Strength (Minimum at
28 days) shall be 3,000 psi
Exposed chamfer edges shall be 3/4"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615
Grade 60. Min footing cover 3"
Smooth dowels & ties shall be ASTM A185
Structural Steel:
Conform to latest edition of AISC "Specification for structural steel
building" and AISC "Code of standard practice for steel buildings and
bridges".
All structural steel shall be ASTM A36, (E= 29,000 ksi; Fy = 36 ksi)
Splicing prohibited without prior approval as to location and type.
Burning of holes in steel members is prohibited. Any member with
burned holes must be replaced.
Welding:
Conformed to "code for welding in building construction" by the
American Welding Society, latest edition.
Steel Weld IAW AWS D1.1 (latest edition) —E70XX electrodes
Aluminum Weld IAW AWS D1.2 (lasts edition) -Filler Alloy 5356 or
equal.
Connection welds to be sized for forces and reactions indicated.
All steel welds shall be E70XX low hydrogen, 250 degrees min.
Welds shall be full penetration welds at all points of contact.
The contractor shall provide protection to wood and wood based products against decay. Framing members
less than 8 inches and sheathing/sliding 6" above grade shall comply with FBC R317.
' 4M.. f° -
i�K: Leo f O '
In the event of a conflict in member sizes shown 6n
eneral notes, thetontfac'01 contractoWmust r'
the plans and the g
utilize the more stringent member size, require. nth. y
f
R
In the event of a conflict in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
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