11 Forrestal Cir RESO21-0030 Screen Room Gable RoofOWNER:ADDRESS:CITY:STATE:ZIP:
WRIGHT LORI 11 FORRESTAL CIR N ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
COLONIAL CONSTRUCTION 13071 OLD ST AUGUSTINE RD JACKSONVILLE FL 32258
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171748 0000 ATLANTIC BEACH VILLA #
01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
11 FORRESTAL CIR
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
SCREEN ROOM w/ GABLE
ROOF $19892.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 5/21/2021
PERMIT NUMBER
RESO21-0030
ISSUED: 5/21/2021
EXPIRES: 11/17/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $150.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.13
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.75
TOTAL: $281.88
2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
5 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 5/21/2021
PERMIT NUMBER
RESO21-0030
ISSUED: 5/21/2021
EXPIRES: 11/17/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $281.88
RESO21-0030 Address: 11 FORRESTAL CIR APN: 171748 0000 $281.88
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING $150.00
BUILDING PERMIT 455-0000-322-1000 0 $150.00
BUILDING PLAN REVIEW $75.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00
STATE SURCHARGES $6.88
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.13
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.75
TOTAL FEES PAID BY RECEIPT: R15886 $281.88
Printed: Friday, May 21, 2021 2:32 PM
Date Paid: Friday, May 21, 2021
Paid By: COLONIAL CONSTRUCTION
Pay Method: CREDIT CARD 458236450
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R15886
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
RESO21-0030
RESO21-0030
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
(Screen Patio Room Enclosure)
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) (30 psf)
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 l oad 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 sig nifies 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 shal l 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 w ithout 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 an d 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 constructi on.
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.
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.
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 x 4 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”.
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
Edge Distance:
Contractor is required to install uprights to provide a 2” minimum clearance from edge of slab and/or footer.
Vinyl, tempered glass, and acrylic panels:
Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state “Removable panel SHALL be removed when wind speeds
exceed 75 mph (34 m/s).” visible when the panel is installed.
120 MPH
PRIMARY BEAMS & COLUMNS-SCREEN & PATIO ROOM
ENCLOSURES ROOF PANELS
Beam-Size
Max Beam
Span & Max
Column
Spacing Column-Size
Max Column-
Height Pan Roof Span
Insulated Roof
Span
2 X 3 6'-0" 2 X 3 9'-0" 3" Spans 14'-7" 3" Spans 16'-2"
2 X 4 9'-0" 2 X 4 9'-0" 6" Spans 21'-7"
2 X 5 10'-0" 2 X 5 10'-0"
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
EXTRUDED GUTTER IS ATTACHED TO
FASCIA WITH #10 4" 6" FROM ENDS
24" O.C. INTO RAFTER TAILS
KNEE WALL ATTACHES TO STRUCTURAL GUTTER
WITH 4" 2 X 2 X 1/8" ANGLE & (4) #10 1" INTO
GUTTER & BEAM PER SIDE
FRONT WALL, BACK WALL & SIDE WALLS TOP
PLATES ATTACH TO ROOF MEMBERS WITH #10 1"
6" FROM ENDS 24" O.C.
BEAM IS ATTACHED TO UPRIGHTS
WITH (8) #10 1" ON EACH SIDE OF BEAM 1" X .050" GUTTER STRAP 24" O.C. MAX 4" FROM
EACH UPRIGHT SCREWED THROUGH GUTTER INTO
FASCIA WITH #10 2" ATTACHED TO FRONT OF
GUTTER WITH #10 1"
2X2 CHAIR RAILS & 3X2 GIRTS ARE ATTACHED WITH INTERNAL
CLIPS WITH (4) #10 1", CAPRI CLIPPED WITH (8) #10 1", OR BLIND
SCREWED WITH (3) #10 2"
2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED
TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C.
2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2)
#10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON
BE
A
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HINGE LOCATIONS
30" to 36"
2X2 POST .046 OR GREATER
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4"
TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C.
2X8 BEAM
2X6
UPRIGHT
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
3" INSULATED PANELS ARE ATTACHED
TO ALUMINUM STRUCTURE WITH
(4) #10 4" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
1X
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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
2X2
1X2
3X2
1X
2
1
X
2
2X4 BEAM
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
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
3" INSULATED PANELS ARE ATTACHED
TO ALUMINUM STRUCTURE WITH
(4) #10 4" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
HINGE LOCATIONS
30" to 36"
2X2 POST .046 OR GREATER
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
GUTTER & FASCIA DETAIL
CON
CRETE 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
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRED)
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
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
(Screen Patio Room Enclosure)
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) (30 psf)
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 l oad 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 sig nifies 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 shal l 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 w ithout 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 an d 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 constructi on.
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.
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.
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 x 4 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”.
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80.
Edge Distance:
Contractor is required to install uprights to provide a 2” minimum clearance from edge of slab and/or footer.
Vinyl, tempered glass, and acrylic panels:
Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state “Removable panel SHALL be removed when wind speeds
exceed 75 mph (34 m/s).” visible when the panel is installed.
120 MPH
PRIMARY BEAMS & COLUMNS-SCREEN & PATIO ROOM
ENCLOSURES ROOF PANELS
Beam-Size
Max Beam
Span & Max
Column
Spacing Column-Size
Max Column-
Height Pan Roof Span
Insulated Roof
Span
2 X 3 6'-0" 2 X 3 9'-0" 3" Spans 14'-7" 3" Spans 16'-2"
2 X 4 9'-0" 2 X 4 9'-0" 6" Spans 21'-7"
2 X 5 10'-0" 2 X 5 10'-0"
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
EXTRUDED GUTTER IS ATTACHED TO
FASCIA WITH #10 4" 6" FROM ENDS
24" O.C. INTO RAFTER TAILS
KNEE WALL ATTACHES TO STRUCTURAL GUTTER
WITH 4" 2 X 2 X 1/8" ANGLE & (4) #10 1" INTO
GUTTER & BEAM PER SIDE
FRONT WALL, BACK WALL & SIDE WALLS TOP
PLATES ATTACH TO ROOF MEMBERS WITH #10 1"
6" FROM ENDS 24" O.C.
BEAM IS ATTACHED TO UPRIGHTS
WITH (8) #10 1" ON EACH SIDE OF BEAM 1" X .050" GUTTER STRAP 24" O.C. MAX 4" FROM
EACH UPRIGHT SCREWED THROUGH GUTTER INTO
FASCIA WITH #10 2" ATTACHED TO FRONT OF
GUTTER WITH #10 1"
2X2 CHAIR RAILS & 3X2 GIRTS ARE ATTACHED WITH INTERNAL
CLIPS WITH (4) #10 1", CAPRI CLIPPED WITH (8) #10 1", OR BLIND
SCREWED WITH (3) #10 2"
2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED
TOGETHER WITH #10 1" 6" FROM ENDS 24" O.C.
2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2)
#10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON
BE
A
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HINGE LOCATIONS
30" to 36"
2X2 POST .046 OR GREATER
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
1X2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4"
TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C.
2X8 BEAM
2X6
UPRIGHT
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
3" INSULATED PANELS ARE ATTACHED
TO ALUMINUM STRUCTURE WITH
(4) #10 4" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
ALUMINUM SCREEN DESIGN
MICHAEL THOMPSON
4401 VINELAND ROAD
SUITE A6
ORLANDO, FL 32811
P.E. # 47509
CA#30930
1X
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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
2X2
1X2
3X2
1X
2
1
X
2
2X4 BEAM
ALUMINUMSCREENDESIGN.COM
ALUMINUMSCREENDESIGN
@YAHOO.COM
PHONE: 407-734-1470
FAX: 407-734-1790
DESIGN STATEMENT
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
3" INSULATED PANELS ARE ATTACHED
TO ALUMINUM STRUCTURE WITH
(4) #10 4" PER PANEL OR 6" FROM
ENDS 24" O.C. TYP.
EXTRUDED FASCIA IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
EXTRUDED GUTTER IS ATTACHED TO
3" INSULATED ROOF WITH #10 1" 6"
FROM ENDS 24" O.C.
HINGE LOCATIONS
30" to 36"
2X2 POST .046 OR GREATER
2 HINGE DOOR
EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C.
SCREEN DOOR FULL Z OR
DOOR JAM STANDARD DETAIL
GUTTER & FASCIA DETAIL
CON
CRETE 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
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
CONCRETE 4" THICK
12" X 12" FOOTER
W/ (1) #5 THRU OUT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
FIBER MESH, VAPOR & TERMITE PROTECTION (IF REQUIRED)
CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES, CONTRACTOR SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE