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ntractdr Name: coAsT�,_L-A
.,Addreis: 1476 -3
City: �T 7iF_ee_1e_1
Zip Code: 5 q 9 92-
11 * Phone/Fax: 77?_ 4/ 6 R
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Email:
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Engineering prepared by:
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Engineer: Michael Thompson, MSc, P.E.. (F�.E. # 47-5019)
4401 Vineland Road- Suite A6 Orlando, FL 3281.1
Office-407-7M-1470 Cell: 407-721-2292..
Project Manager . Paul Thomas 386-479-*9504. Fax: 888-923-8181
Email- a�iut�inothsor6eridesigriO-Yahoo.com
Website: wwwalu min umscreendesign.corn CA#30930
Dome [jGable
OMansard/Hip
Shed/Slope
Gutter OFascia
❑ Block. Wall
❑ Conventional -Wald
atns X Uprights
X Purlin
X Chair Rail X
ams X Uprights
X Purlin
X Chair Rail' X
Kick- Plate
0 Insulated [-Pan Roof
(J Gutter ❑Fascia ❑Block Wall ❑Conventional Wall ❑ 4t' Wall
Beams X Post X
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Concte':
F Existing ❑ New: 4"Slab ❑Pier ORibbon Footer X
R Pavers ❑6" Thickened Edge
Other:
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Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication: and/or
construction between the plans and. the general notes. and design standard.
Engineer:. Michael Thompson, MSc,_ PE: (PE#47509)
440:1 Vineland Road Suite: A6, Orlando, FL 32811
.(CA#30930)-Ph. 407-734-1476/Fax 407-7341790
Aluminum Screen Design (ASDI. -;
Design Standards r?�
(Handrail) ' 4,
The following are general design standards. More stringent design standards may'benotedon.thea
plans.
Design Code:
Florida Building Code 2017
The aluminum Association, latest edition
ASCE 7-10
Design Loads:
Pursuant to Chapter 1609 (LL —Table 1607; WL- Section 1609) & 1607.7 Handrails (200 lbs. & 50 Psi
Ultimate Wind: 150 mph at 3 second gust (45 psf minimum)
Risk Category I ('Table 1604.5)
Exposure Category: "C (FBC 1609.4.3 & ASCE 7-10, Section 26.7.2)
Component Cladding: +65 psf — 65 psf (ASCE 7-10, Section 30.7-2)
Railing Load 200 lbs-& 50 psf
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings
signifies acceptance of information shown as correct and obligates himself to any expense, real
or implied, arising from their use.
A change to the structural 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.
Foundation and Earthwork: -Not applicable
Soil bearing capacity — 2,000 psf Minimum
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Provide neat excavation for footing and place concrete immediately after excavation and inspection. �®� AV
Pump water from footing excavation if greater than one inch. P
Compact all fill to 95% ASTM D698 density. �A ,
Unit soil weight = 105 pcf s`�® �®
Internal angle of friction = 30 degrees L
Coeff. Of friction between footing and soil = 0.5 0� ®�
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-4�
www.aluminumscreendesign.com ¢��
l
Aluminum
Screen
Design ASDY;..,= =
Structural Aluminum:
s -
j Conform to latest edition of Aluminum Association of Florida standard practice for alummum::
design.
All aluminum shall be 6061-T6 (E=
10,000 ksi; Fy =
35 ksi)
All aluminum shall be 6063-T5 (E=
10,000 ksi; Fy =
16 ksi)
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 JAW AWS D1.1 (latest edition) —E70XX electrodes
Aluminum Weld JAW 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. oven temp.
Welds shall be full penetration welds at all points of contact
Concrete -Existing -Not applicable
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be'/4"
Reinforcing Steel: -Existing -Not Applicable
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM Al85 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
"b.ui a aonnict I member slzes shown or`: .
and the generel, lotes, the contractor must
more stringent n iemberv!ze requirements.
Michael -Thompson, P.E. 47509/CA30930
CONNECTION DETAIL
TOP PLATE IS SNAP LOCK
1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4"
TAPCONS (5" X 1/4"I1` THRU PAVERS) 6" FROM ENDS 24" O.C.
2 X 2 POST IS SCREWED INTO
EACH SIDE OF BASE WITH (2)
410 V TYP.
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
IS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION)
f AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
EED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1,
ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
i ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
4401 VINELPNDlROAD
A6 `
NN O:RL'FL,'.-3 2811
4 CA#36930'