HomeMy WebLinkAboutAluminum Screen Design*Plan Types:;
Screen Room
dPool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
�/ Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed)
❑Car Port
❑Patio Cover
E
❑Other: FlL
COPY
_......_ - Robert Johnson ❑ ❑ Date: 7/21/2017
*Reference:t New ✓ Revision
*Project Address: 2410 NW Lakeridge Drive
*City: Palm City
*Contractor Name: Coastal Aluminum Construction, Inc.
*Address: 496 S. Market Avenue
*City: Fort Pierce FL
*Zip Code: 34982
*Phone/Fax: (772)468-0288
*Email: tinman2287@att.net
*;Choose 0 e Mai10 Pick Up ❑ Fed Ex*❑ 3 No of Copies
*For Fed Ex option got to www.aluminumscreendesign.com and provide Fed Ex account #)
*Payment Check❑ Credit Card *�
*(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card)
Engineering prepared by:
}
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
5200 Vineland Road — Suite 250, Orlando, FL 32811
Office:407-529-3300 Cell:407-721-2292
Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181
Email: aluminumscreendesign@yahoo.com
Website: -www.aluminumscreendesign.com CA#30930
*,Ultimate Wind 'Speed (mph) E �50 I Exposed Category: C Risk Categgq: 1
Screen Room:
s..._m......._._._..�..,.........�....: E
Insulated ❑ Pan Roof ❑
Fascia ❑ Wall: Block❑ Conventional ❑
Uprights x Top Plate .x Kick Plate
Pool Screen/Cage
Dome ❑ Gable❑
Gutter❑✓ Wall: Block❑
Beams 2 x 7 Uprights
Car Port:
Insulated ❑
Fascia ❑
Beams
Pan❑
Wall: Block ❑
Mansard ❑✓
Conventional ❑
2 x 5 Purlin 2 x 2
Conventional ❑
x Post x
Patio` Cover:;PY
Insulated ❑ Pan ❑
Fascia❑ Wall: Block❑ Conventional[—]
Beams x Post x
Concrete;
Existing New: 4" Slab❑ Pier❑Ribbon Footer x Pavers[--]
Other:
Existing concrete pool deck
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.
s _
ALUMINUM SCPEEN DESIGN
AS
D'AlurrOnurr, & 0Dn.sirvctinn Eng'fn e.xlrig
General Notes & Design Standards
(Non -Removable Pool Screen)
The following are general design standards. More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction.
Design Codes:
Florida Building Code 2014 (51 Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads-
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -150 MPH (FBC Table 2002.4) "'
C 0
Risk Category: -See attach site specific plan sheet (FBC Table 1604.5)
Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member, not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor
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 review the approve construction plans in its entirety and 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:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer.
Soil bearing capacity — 2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95% ASTM D698 density.
Unit soil weight = 105 pcf
Internal angle of friction = 30 degrees
Coeff. Of friction between footing and soil = 0.5
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
ALUMINUIM SCREEN DESIGN
MMIRASDAI-umlinurn 8 Cbns,iruction Emgineering
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum /
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =150 MPH
2 x 2 Chair Rail = 4'-9" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 8'-0"
2 x 3 Chair Rail = 6'-9" 2 x 3 Purlins = 6'-9" 2 x 3 Wind Brace = 6'-9" 2 x 4 Wind Brace = 8'-0"
Concrete
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:
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 A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
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
"A D
ALA SCREEN DESIGN
Aluritinum.' 8 Coris.irt cF1cn E.tigjnee it
Cables:
Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool screen
enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in
column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftz with
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 ''/Z" x %4"
tapcons or equal.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
150 MPH
PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES
SIZE
Roof Span
*Maximum Beam
Spacing = 6'-0"
Roof Span
*Maximum
Beam Spacing =
6'-8"
Roof Span
*Maximum Beam
Spacing = 7'-2"
2 X 4
14'-3"
13'-3"
10'-6"
2 X 5
19'-0"
18'-0"
15'-6"
2 X 6
22'-3"
20'-0"
18'-9"
2 X 7
24'-0"
21'-8"
21'-6"
2 X 8
28'-0"
26'-9"
26'-6"
2 X 9
30'-0"
28'-5"
28'-0"
2 X 10
33'-6"
31'-11"
31'-6"
Upright -Pool Cage Enclosures
Upright
lso
MPH
SIZE
Height
2 X 4
10'-3"
2 X 5
12'-3"
2 X 6
13'-3"
2 X 7
14'-6"
2 X 8
15'-6"
2 X 9
16'-6"
fi
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Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x4 for beam span greater than 30'.
Purlin•
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
Header Beam:
Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max)
with a 2' x 2' x 1'-6" concrete footer with 3#5 each way when screen enclosed is required to be attached super
gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to
the Florida product approval specification (45 psf).
Intermediate Girts:
Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail
or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional
intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet.
Edge Distance-
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
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
O — 16 T1�° ME PLANS � rND ALL PROPOSED WO
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UCIE COUNTYARESSUDJEGT TO ANY CORREEC7110 f�ING DIVISION`R CL�in�' FIEL1N�'laf ORS"dT
EVIEWED �LiiiY ���r. � elr l � I � TO
COMPLIREVIEGOO PLY VjJ a H ALL APPLKC,AB E Cis E,&
DATE '0?-2 -
PLANS AN E IT
MUST BE KEP Ot JOB OR
NO INSPECTION WILL BE MADE
W hID�R �
CONC D pASi N �s OR ATTACH
ARE IRE MPONSIBU Y OF THE
'SON MMECORD
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In the eVont of n C-Ohfliet in member sizes shown on
the plans and the general notes, the contractor must
utilize the more stringent member size requirements.
COASTAL ALUMINUM.
CONSTRUCTION INC.
496 S. MARKET AVENUE
FT. PIERCE, FL.34982.
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SURVEYORS NOTES. •
= L/BUSINESS
T PERMANENT
M = PERMANENT REFERENCE MONUMENT
1. LANDS SHOWN HEREON WERE NO:
= RADIUS
= LENGTH Rpa9
RIGHTS OF WA Y OF RECORD EXCEP i
,RON T
= DELTA
2. NO ATTEMPT WAS MADE BY THIS
FO3 cR p.SIS �O
BUILDINGS OR FENCES ON OR ADJA!
vnTM
T BEARINGS SHOWN HEREON REFER
T 7� •r Try •r T
O T % ]� T AR Y SURVEY
U 1 � JJ 1 U 1/�d �Y/.UH � Y
ALONG THE EAST LINE OF LOT 6.
4. THIS SITE LIES /N FLOOD ZONE
MAP NO. 12111CO406 J, DA TED: FEE
ERT/FICAT/ON.
S. SITE AREA: 52,2J6 SQUARE FEET
ROBERT J. JOHNSON and KA THEEN C. JOHNSON
6. LEGAL DESCRIP77ON FURNISHED 6
7. ADDITIONS OR DELETIONS TO SUR
EVOLVE BANK &TRUST, its successors and/or assigns, as their interests may
SIGNING PARTY OR PARTIES /S PROf
)pear.
SIGNING PARTY OF PARTIES.
SIGNATURE TITLE FLORIDA PARTNERS, LLC
8. BEARINGS, ANGLES AND DISTANCE
FIRST AMERICAN TITLE INSURANCE COMPANY
UNLESS OTHERWISE SHOWN.
9. OWNERSHIP OF FENCES SHOWN H,
SURVEY.
ALUMINUM SCREEN DESIGN
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
U-3/A-2 FRONT WALL TO BEAM
SMB BEAM ISNOTCHED
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
C CHANNEL ATTACHES UPRIGHT TO
TOP PLATES WITH 4 912 3/4' INTO
U-3/A 2 UPRIGHT TO BEAM
SMB BEAM IS NOTCHED
PURLINS ATTACHED TO BEAM W/
4 9101-1/2 SMS, PLACE WASHER
UNDER SCREW IN GUSSET CORNER
2X3 WIND BRACE IS TOE NAILED TO
ALUMINUM STRUCTURE WITH
2 #103•PIER SIDETYP.
36" MAX RISE
E/A-2 TYPICAL INTERNAL OR EXTERNAL
GUSSET DETAIL
NOTES
I.
GUSSET DIMENSIONS ARE MINIMUM
16" ON BOTH SIDE OF BEAM, MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES ADD OR
SUBTRACT TO MAINTAIN A 1-1/4"O.C.
SCREW SPACING
3. GUSSET' LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
PURLINS ATTACHED TO BEAM W/
4 912 1-1/2 SMS, PLACE WASHER
® NOTES
1. GUSSET DIMENSIONS ARE MINIMUM
6.ON BOTH SIDE OF BEAM, MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES ADD OR
SUBTRACT TO MAINTAIN A 1-114" O.C.
SCREW SPACING
3. GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
@Q YAHOO,COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SUITE A6
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O O, FL 32811
PHONE: 407-734-1470 SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION E. # 47509
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#3 093 0
ALUMINUM SCREEN DESIGN
U-4/A-2 SLOPED PURLIN CONNECTION DETAIL
2X2 TOP PLATE IS ATTACHED TO
2X2 PURLIN WITH 2 #10 4" THRU
IX2 FASTENED TO 2X2 W/ 912 1-1/2"
� _ f
U-3/A-2 UPRIGHT TO BEAM
SMB BEAM IS NOTCHED
1X2 ANGLE ON EACH SIDE OF BEAM
ROOF BEAM
U-1/A-2 SELF MATING UPRIGHT DETAILS
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
C CHANNEL ATTACHES UPRIGHT TO °
TOP PLATES WITH 4 412 3/4" INTO °
UPRIGHT & 3 N 12 3/4" INTO TOP PLATES °
0
1X2 INTERNALLY SCREWED
THRU UPRIGHT W/ 2 # 10 X
1-1/2" FASTEN 1X2 TO
CONCRETE W/ 3" X 1/4"
SCREW CONCRETE ANCHOR
IVI TDnWlf TTDDTf=-vT 7A" C% r
2X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 4" X 1/4" TAPCONS 6" FROM ENDS
24" O.C.
2X2 ANGLE IS ATTACHED TO BEAM
WITH (2) #12 1" & INTO BLOCK WITH
2-1/4" X 1/4" TAPCON
MIN 4" SLAB 2500 PSI
\1I
UPRIGHT SHALL BE STITCHED
W/ # 12 X 5/8" 6" FROM ENDS 24" O.C.
2 # 12 1" PER
D
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ALU ENUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUNUNUMSCREENDESIGN
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE AG
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND O, FL 32811
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS W30930,
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ALUMINUM SCREEN DESIGN
CABLE DETAIL
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1/8" THICK ANGLE BRACKET
CUT FROM 1" X 5" ANGLE
ATTACHED TO UPRITE AND
GIRT WITH 6 #12 1"
5/16" EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
COMPRESSION SLEEVE
SIDE VIEW
COMPRESSION SLEEVE
3"A.S.T.M. A-36 STEEL CLIP
WITH 2 2 1/4"X1/4 TAPCONS\,x
ANCHORED INTO CONCRETE 3/4" FROM
TOP AND BOTTOM CONCRETE
AS.T.M. A-36 STEEL CLIP WITH 2 2 1/4"Xl/4 TAPCONS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE
ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED
WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION
(NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY
ALL►MINUMSCREENDESIGN.COM
ALL:MNUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
U-5/A-3 GUTTER BRACE & MATING
ELEMENT ATTACHMENT DETAIL
1" GUTTER STRAP IS ATTACHED'
TO GUTTER WITH 910 1" & INTO
FASCIA WITH #10 2" PER STRAP
?X2 IS ATTACHED TO ROOF BEAM
WITH 2 # 10 2" PER SIDE
mo
2X2 ANGLE IS ATTACHED TO GUTTER
& ROOF BEAM WITH 3 #12 1" PER
SIDE OF BEAM
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HINGE LOCATIONS
DOOR FULL Z OR DOOR JAM STANDARD
2 HINGE
EACH DOOR IS SCREWED INTO UPRIGHTS WITH # 10 1" SCREWES 24" O.C.
DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
O; FL 32811
P.E. # 47509
CA#30930
ALUMINUM SCREEN DESIGN
IX2
SIDE WALL DETAIL
X2 TOP PLATE IS ATTACHED TO 2X2
VALL BEAM WITH #12 2" 6" FROM
NDS 24" O.C.
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2X2
1X2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
#10 1" OR BLIND SCREWED WITH (2)
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DESIGN STATEMENT
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-175
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH
K BRACING DETAIL
4" X 8" X 1/8" PLATE
WITH #12 X 1" INTO
MEMBER AS
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION)
PHONE: 407-73 4-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 150 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CA
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
4" X 4" X 1/8" PLATE
WITH #12 X 1" INTO
MEMBER AS
4" X 4" X 1/8" PLATE
WITH #12 X 1" INTO
MEMBER AS
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
NDO, FL 32811
2 P.E. # 47509
CA#30930