2234 W OCEANWALK DR RESO23-0120 Wunderlich Ryan_ENG_1*Plan Types:Screen Room Sun Room Fill In Pool Screen/Cage (Non-Removable Screen – Designed to withstand actual Wind Speed)
Expansion View (Non Standard)
Car Port Patio Cover
Pergola
Swimming Pool (Non Standard)
Summer Kitchen (Non Standard)
Other ________________________________________________________________
* Standard Non Standard Revision Commercial $75.00 Rush Fee
*Project Address:
*City: Date:__________
*Contractor/Company Name:
*Address:
*City:
*Zip Code:*Phone/Fax:*Email:*Choose One: Mail Pick Up E-File Fed Ex/UPS* _____# of Copies
Single PDF Each Page Separate *(For FedEx option go to www.aluminumscreendesign.com and provide FedEx/UPS 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) 4401 Vineland Road- Suite A6 Orlando, FL 32811
Office:888-607-0747 or 407-734-1470 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):_________ Exposed Category: C Risk Category: 1
Screen Room Fill In Sun Room (Window Type Vinyl or Glass)
Roof Type: Insulated ____” Pan Roof ____”
Roof Connecting to: Gutter Fascia Block Wall Conventional Wall 4th Wall Riser Front Wall: Uprights ____X____ Top Plate ____X____ Bottom Plate ____X____ Chair Rail ____X____
Side Wall: Uprights ____X____ Top Plate ____X____ Bottom Plate ____X____ Chair Rail ____X____ Roof Ridge Beam (gable style): Beams ____X____ Kick Plate ____
Pool Screen/Cage :
Roof Type: Dome Gable Mansard/Hip Flat/Slope
Roof Connecting to: Gutter Fascia Block Wall Conventional Wall Riser Roof: Beams ____X____ Front Wall: Uprights ____X____ Purlin ____X____ Chair Rail ____X____
Side Wall: Uprights ____X____ Chair Rail ____X____
Expansion View: Beams ____X____ Post ____X_____ Kick Plate ____
Car Port Patio Cover or Pergola (pergola material
Roof Type: Insulated ____” Pan Roof ____”
Aluminum Wood)
None (Pergola Only)
Roof Connecting to: Gutter Fascia Block Wall Conventional Wall 4th Wall Beams ____X____ Post ____X____ Pergola Purlins ____ X ____
Roof Ridge Beam (gable style): Beams ____X____
Swimming Pool Gunite Fiberglass Overall Deck SQ FT _________
Summer Kitchen
Concrete:
Existing New 4” w/6” Thickened Edge Pier _____X_____X_____
Ribbon Footer ____X____ With _____#_____Rebar
Pavers with Footer ____X____ With _____#_____Rebar
Other:_____________________________________________________________
__________________________________________________________________
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, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 (CA#30930)-Ph 407-734-1470/Fax 407-734-1790
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
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 2020 (7th Edition)
Aluminum Design Manual 2020
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16 & 20
Ultimate Wind: -120 MPH (FBC Table 2002.4)
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
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.
For bottom plate and column base, secure with ¼” tapcons a minimum embedment of 1 1/8” and 2 ¼” respectively
into concrete footer.
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. Screen mesh cover areas
shall be continuously secure to each top rail, bottom rail, chair rail, upright, beam and purlin.
Wind Speed = 120 MPH
2 x 2 Chair Rail = 7’-0” 2 x 2 Purlins = 7’-0” 2 x 2 Wind Brace = 4’-3” 2 x 3 (0.125) Wind Brace = 9’-0”
2 x 3 Chair Rail = 8’-6” 2 x 3 Purlins = 8’-6” 2 x 3 Wind Brace = 6’-9” 2 x 4 Wind Brace = 9’-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 ¾”
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.
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
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.
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 ft2 with
bottom each end of cables secure to concrete slab with a minimum 3”ASTM A-36 steel clip with 2-1 ½” x ¼”
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.
120 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 19'-0" 18'-0" 14'-3"
2 X 5 24'-6" 23'-3" 20'-3"
2 X 6 28'-6" 27'-1" 24'-3"
2 X 7 30'-3" 29'-3" 28'-0"
2 X 8 36'-9" 35'-9" 35'-6"
2 X 9 39'-0" 37'-11" 37'-6"
2 X 10 40'-0" 40'-0" 40'-0"
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 (30 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.
Upright -Pool Cage Enclosures
Upright
120
MPH
SIZE Height
2 X 4 12'-0"
2 X 5 14'-3"
2 X 6 16'-0"
2 X 7 17’-9”
2 X 8 18’-9”
2 X 9 19'-9"
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
1" GUTTER STRAP IS ATTACHED
TO GUTTER WITH #10 1" & INTOFASCIA WITH #10 2" PER STRAP.
GUTTER STRAPS TO BE AT EACH
UPRIGHT AND BETWEEN EVERY TRUSS
SMB
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8" ANGLE & (4) #10 1" PER SIDE
PURLINS ARE ATTACHED TO BEAMS:
W/ INTERNAL CLIPS & (4) #10 1",
W/ CAPRI CLIPS & (4) #10 1" PER SIDE,W/ RECIEVING CHANNEL & (6) #10 1",
OR BLIND SCREWED W/ (3) #10 2"
(16) #10 SMS 1-1/4 O.C.
3/16" GUSSET
NOTES
1. GUSSET DIMENSIONS ARE MINIMUM
8" ON BOTH SIDE OF BEAM, MAY BE
INTERNAL OR EXTERNAL
2. GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 120 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
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
2X2 IS ATTACHED TO STRUCTURE W/
4" X 1/4" TAPCONS (#10 4" IF TO WOODSTRUCTURE) 6" FROM ENDS 24" O.C.
2X2 ANGLE IS ATTACHED TO BEAM
WITH (2) #10 1" & INTO BLOCK WITH
2-1/4" X 1/4" TAPCON
(16) #10 SMS 1-1/4 O.C.
3/16" GUSSET
BEAM TO FASCIA
BEAM TO WALL
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONALINFORMATION (TYP.)3' MAX RISE
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENTHINGE LOCATIONS36" TO 48"
2X4 OR 4X4 DOOR JAMB UPRIGHT
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS
WITH #10 1" SCREWES 24" O.C.
DOOR FULL Z OR
DOOR JAM
STANDARD
SMB BEAM IS NOTCHED
OVER UPRIGHT
2X2 INTERNALLY SCREWED
THRU BEAM W/ (3) #10 2"
1X2 FASTENED TO 2X2 W/ #10 2"
6" FROM UPRIGHTS 24" O.C.
(6) #10 1" INTO GUSSET
PLATE PER SIDE TYP.
C-CHANNEL ATTACHES UPRIGHT TO
TOP PLATES WITH (4) #10 1" INTO
UPRIGHT & (3) #10 1" INTO TOP PLATES
UPRIGHT ATTACHES TO PURLIN W/1X2 ANGLE & (4) #10 1" PER SIDE
2X2 EDGE BEAM
2X2 ROOF PURLIN
2X2 TOP PLATE IS ATTACHED TO
2X2 PURLIN WITH (2) #10 4" THRUBEAM INTO PURLIN EMBOSS
1X2 FASTENED TO 2X2 W/ #10 2"
6" FROM UPRIGHTS 24" O.C.
FRONT WALL TO BEAM
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
2-1/8" X 1-1/2" C-CHANNEL
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 120 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTIONCONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
2X2 ROOF PURLIN
2X2 TOP PLATE IS ATTACHED TO
2X2 PURLIN W/ INTERNAL CLIPS
W/ (6) #10 1"
1X2 FASTENED TO 2X2 W/ #10 2"
6" FROM UPRIGHTS 24" O.C.
PURLIN TO SUPPORT BEAM DETAIL
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
CABLE DETAIL
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 120 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
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
2X2 K BRACE IS ATTACHED TOALUMINUM STRUCTURE WITH
2X2" C CHANNEL & (6) #10 1"
OR BLIND SCREWED WITH
(3) #10 2" PER END
K BRACING DETAIL
GIRT
2X2 K-BRACE TYP.4" X 8" X 1/8" PLATE
WITH #14 X 1" INTO
MEMBER AS
INDICATED
OR
1/8" STAINLESSSTEEL CABLE
12' to 14'
CABLE DETAIL
7"
X 7"
5/16" EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
COMPRESSION SLEEVE
COPRESSION
SLEEVE 45 DEGREEMIMIMUM
EACH CABLE WILL SUPPORT
227.5 SQUARE FEET OF WALL
AREA
1/8" THICK ANGLE BRACKET
ATTACHED TO UPRITE AND
GIRT WITH (6) #10 1"
ANCHORED INTO CONCRETE 3/4" FROMTOP AND BOTTOM CONCRETEWITH (2) 2-1/4" X 1/4" 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
1 1/4"X5 5/8"X1/8" FLAT BAR
SIDE VIEW
COMPRESSION SLEEVE
3"A.S.T.M. A-36 STEEL CLIP
WITH (2) 2-1/4"X1/4 TAPCONS
CAMEL BACK
FLAT BAR
COPRESSION
SLEEVE 45 DEGREEMIMIMUM
3"A.S.T.M. A-36 STEEL CLIPWITH (2) 5"X1/4 TAPCONSTHRU PAVERS TO FOOTEROR
CAMEL BACK
MIN 4" SLAB 2500 PSI
CONCRETE W/ FIBERMESH
1X2 INTERNALLY SCREWED
THRU 2X2X1/8" ANGLE TO
UPRIGHT W/ (2) #10 X1-1/2" FASTEN 1X2 TO
CONCRETE W/ 3" X 1/4"
(5" X 1/4" TAPCONS IF THRU PAVERS)(#10 2" IF TO WOOD DECK)
SCREW CONCRETE ANCHOR
6" FROM UPRIGHT 24" O.C.
UPRIGHT SHALL BE STITCHED
#10 1" 12" O.C.; #12 1" 18" O.C.;#14 1" 24" O.C. 6" FROM ENDS
SELF MATING UPRIGHT DETAILS
(2) #10 1" PER SIDE
CHAIR RAIL & KICK PLATE DETAIL
CHAIR RAILS & GIRTS ARE
ATTACHED W/ INTERNAL CLIPSW/ (4) #10 1", CAPRI CLIPPED,
W/ RECIEVING CHANNEL & (6) #10 1"
W/ (8) #10 1", OR BLIND
SCREWED W/ (3) #10 2"
KICK PLATE IS ATTACHED TO
STRUCTURE WITH #10 1" 6"
FROM ENDS 18" O.C.
(OPTIONAL)
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#309301X2 SIDE WALL IS ATTACHED TO FRONTWALL WITH #10 2" 6" FROM ENDS 24" O.C.1X2 IS ATTACHED TO HOUSE WITH2/1/4" X 1/4" TAPCONS OR #10 4" 6"FROM ENDS 24" O.C.SIDE WALL DETAIL
1X2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH (4)
#10 1" OR BLIND SCREWED WITH (2)
#10 2" PER SIDE
1X2 TOP PLATE IS ATTACHED TO 2X2
WALL BEAM WITH #10 2" 6" FROM
ENDS 24" O.C.
1X2 BOTTOM PLATE IS ATTACHED
TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS
(5" X 1/4" IF THRU PAVERS TO FOOTER)
(#10 2" IF TO WOOD DECK)6" FROM ENDS 24" O.C.
1X2
1X21X2SIDE WALL UPRIGHT
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
SEE GENERAL NOTES
& DESIGN STANDARD
FOR ADDITIONAL
INFORMATION (TYP.)
BLIND CLIP & CAPRI CLIP DETAILS
RECIEVING CHANNEL CLIP DETAILS
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMENT DEPTH
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020 (7TH EDITION)
FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 120 MPH
(FOR 3 SECOND GUSTS) NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1.
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