HomeMy WebLinkAboutFLANAGAN SEALED ASD Digitally signed by
MICHAELTHOMPSON
Reason:This item has
been digitally signed and
THOMPSON on the date
sealed by MICHAEL A.
Iui M I..'q M
N..4750 adjacent to the seal.
... ... ' Printed copies of this
STATE OF I
U'M & 0 r) i-'*V'j c on n'I,) ri 4.) e I" n Q document are not
..N.A.L considered signed and
sealed and the signature
must be verified on any
electronic copies.
ftroon Rooz Sun Room Date:2021.09.03 15:27:22
]Fill In -04'00'
ol ftroon Non-Removable Screen Designed to withstand actual Wind Speed)
11
7oExposin8ion View (Non Standard)
Car Port /Patio Cover
Pergola
- Swimming Pool (Non Standard)
iSummer Kitchen (Non Standard)
Other
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*P--'octAdd s9:r_1 '&KAGAA- 6?)1q Lenape- ,,75t.,
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ate: 3/31
lie��JIML�Lw -1 .1 . ON
ntractor/Company Name: Q-,'*A5*LALUN)IN UM CoNsrRocTON _1qC&
*Address: 5:XMI MA9KE-T AVE-NU
Tity: FbPo' f)1F,-PCE ' FL
*Zip Code;
*Phone/Fox.
*Email:
mt. riot
I -]Fed Ex/UPS'-
Pick Up LAN e E rp # of Copies
"nglo PDF
IJ Each Page Separate
',(For FedEx option go to ww 1.,a pi 1,des,
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*(Fo r Credit Card option go to, wah 41
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..........
Engineering prepared by:
11810111111M
INA" ISD
Engineer: Michael Thompson, MSc, P.E. (P.E. #47509)
4401 Vineland Road- Sulte A6 Orlando, FL 32811
Office:888-607.0747 or 407-734-1470 Call: 407-721-2292
Project Manager Paul Thomas 386-479.9504 Fax: 888-923-8181
Erriall: Wumlnwm,
Web site, w!l!fW.k1. T1!
_L11 CA#30930
Digitally signed by
MICHAEL THOMPSON
Reason:This item has
been digitally signed
and sealed by MICHAEL
SON on
U108AS
D
E SE date ad aeenntt to theeseal.Printed copiesof
"�tI �'% � �' ti:srnre of this document are not
ass on........ considered signed and
A I U ro I fl tl trt A, 1..: t] f1 t t 1 k, c. t I Or) I: r, �i i ii !^ 1� r i r1 SJ /QNAiEN sealed and the
signature must be
verified on any
electronic copies.
Date:2021.09.03
15:27:40-04'00'
WINN
Roof Type: In _aced Pan Ro "
Root Connecting to: Cutter jFascla
Block Wall LIConventional Wall [:]4'"Wall ❑Riser
Front Wall:,Uprights w X--Top Plate_X,.-- Bottom Plate ,�,_,�,_,_,X Chair Rail
Side Wall: Uprights X _ Top Plate__._.. X ._ .,... Bottom Plate X Chair Rail..........X._.... ..�
Roof Ridge Beam (gable style): Beams M x Kick Plate
Roof Type: ([Corny ..]Oable Mansard/Hip []Flat/Slope
[]Fascia Block Wall
Root Connecting to:Y
butter [Conventional Wall [.,...� Riser
B ms Uri hts Z X Purlin f, X Z Chair Rail Z X_�
Front Wall: ea ..._x p .. _ .
Side Wall: Uprights _X Chair Rail X Z—
Expansion View: Beams--X_.,_._, Post--X-- Kick Plate
1'
[. 1. or ( (pergola material [[Aluminum Woad)
Roof Type: [] Insulated [ Pan Roof " [None (Pergola Only)
to: �~ Cutter �N Fascia Block Wall Conventional Wall �4t'Wall
Roof Connecting E] [.
Beams _R Xw _ Post X Pergola Purlins X
Root Ridge Beam (gable style): Beams
04110, E_.J OUnite []Flbergias�,,; Overall Deck. SQ I"T �.,..�._......_�� ._�. _�.
N
...�d +p0 ! )t' :..r..
M
N
Existing �...1New 4"' w/ " ,.Thickened Ed�g��
Ribbon F'ooter X.......... With
Pavers with Footer —XWith .—.--_-.. _....,...w,—-..Rebar
Other:.._...w.. �/.. .L� �2� .. � .� _...r_� . ._ ..�.
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 sixes 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#47809)
4401 Vineland Road Suite A8, Orlando, FL 32811
(CA#30930)-Ph 407.734-1470/Fax 407-734.1790
Digitally signed by MICHAEL
wu Tit Reason:
■■ Reason:This item has been
ALUMINUM SCREEN DESIGN `.475 MICH ELA.THOned PSealedby
■■ DAluminum
No.47508 M to adja A.t to the ea on the
* * date adjacent to the seal.Printed
Construction Engineering STnTe OF copies oft is document are not
�.r''.<ORtQP•@``' considered signed andsealed
ZONAL and and the signature must be
verified on any electronic copies.
General Notes & Design Standards Date:2021.09.03 15:28:39-04'00'
(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(7'Edition)
Aluminum Design Manual 2020
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind: -150 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
_ Digitally signed by MICHAEL
THOMPSON
Reason:This item has been digitally
i.:
■■ 'ucENSE'•.,• signed and sealed by MICHAEL A.
No.■■ DAluminum
47. THOMPSON on the date adjacent to
ALUMINUM SCREEN DESIGN *; the seal Printed copies ofthis
STATE OF document are not considered
& Construction En9ineerings�<OR10P' signed and sealed and the signature
`�sS/aNA�rc�1�� must be verified on any electronic
Structural Aluminum: copies.
Date:2021.09.03 15:28:57-04'00'
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 B 18.6.4 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 1/4"tapcons a minimum embedment of 1 1/8" and 2 11/4"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=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 3/4"
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.
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
Digitally signed by MICHAEL
Th THOMPSON
;'uce"s Reason:This item has been digitally
■■ signed and sealed by MICHAEL A.
■■A DAlurninurn
ALUMINUM SCREEN DESIGN 0 47 ; THOMPSONodcopiesofthicentto
* S7A E OF * the seal.Printed copies ofthis
& C O n S t r u c t l on Engineering Op%ZO R1OP,.'4� document are not considered signed
Es'� and sealed and the signature must
'I/ONAtEl1 be verified on any electronic copies.
Hole Alignment: Date:2021.09.0315:29:11-04'00'
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 1/2" x 11/4"
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 Upright-Pool Ca e Enclosures
150
PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES Upright MPH
SIZE Height
Roof Span Roof Span Roof Span 2 X 4 10'-3°
*Maximum Beam *Maximum Beam *Maximum Beam 2 X 5 12'-3"
SIZE Spacing=6'-0" Spacing=6'-8" Spacing=7-2" 2 X 6 13'-3"
2 X 4 14'-311 13'-311 10'-611 2 X 7 14'-6"
2 X 8 15'-6"
2 X 5 19'-011 18'-011 15'-611 2 X 9 16'-6"
2 X 6 22'-311 20'-011 18'-9"
2 X 7 24'-011 21'-8" 21'-6"
2 X 8 28'-011 26'-911 26-6"
2 X 9 30'-011 28'-511 28'-0"
2 X 10 33'-611 31'-11" 31'4"
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
■■ •Th Digitally signed by MICHAEL THOMPSON
■■A DALUMINUM SCREEN DESIGN" :'LICENS Reason;nd—ledThis byMIC AELA.digital ly
N0.4� and sealed by MICHAEL A.THOMPSON on
Aluminum Y Construction Engineering i * t* the date adjacent to the seal.Printed copies
';STATE OF i� ofthis document are not considered signed
and sealed and the signature must be
. <Og10P'�t1�W verified on any electronic copies.
QNAI.ENG Date:2021.09.03 15:30:32-04'00'
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(7'Edition)
Aluminum Design Manual 2020
ASCE 7-16
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind: -150 MPH(FBC Table 2002.4)(45 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 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
^�u+ Digitally signed by MICHAEL
THOMPSON
"'fQq=3' Reason:This item has been digitally
■■ :'uceNse'• signed and sealed by MICHAEL A.
■■A DAlurrilnurn N�47 THOMPSON on the date adjacent to
ALUMINUM SCREEN DESIGN :Tk the seal Printed copies ofthis
STATE OF document are not considered
& Construction Engineering O,p�<OR\OP't1`r signed and sealed and the signature
�sr/ONALE must be verified on any electronic
Structural Aluminum: copies.
Date:2021.09.03 15:30:49-04'00'
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 1/4"tapcons a minimum embedment of 1 1/8" and 2 11/4"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.
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 3/4"
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.
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
Th Digitally signed by MICHAEL THOMPSON
■■ :'LICENSE. Reason:Thisy MICRem ELA. HOltally MPSONond
and sealed by MICHAEL A.THOMPSON on
■■A DAIUMInUm ffiedateadjacenttotheseaLPrinted
ALUMINUM SCREEN DESIGN * copies ofthis document are not
TATE OF ?Q c nsidered signed and sealed and the
Y Engineering signature must be verified on any
electronic copies.
Hole Alignment: At. Date:2021.09.0315:3102-04'00'
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.
150 MPH
PRIMARY BEAMS &COLUMNS-SCREEN&PATIO ROOM
ENCLOSURES ROOF PANELS
Max Beam
Span&Max
Column Insulated Roof
Beam-Size Spacing Column-Size Max Column-Height Pan Roof Span San
2 X 3 6'-011 2 X 3 T-0" 3" Spans 1 F-5" 3" Spans 12'-9"
2 X 4 8'-011 2 X 4 7'-0" 6" Spans 16'-11"
2 X 5 9'-611 2 X 5 8'-011
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 P-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.
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
IV
Digitally signed by MICHAEL �2`���,`L ��� �C
THOMPSON
Reason:This item has been
r'uceNse' digitally signed and sealed by
No.47508 MICHAEL A.THOMPSON on the
date adjacent to the seal.Printed STATE OF copies of this document are not
cgs<ORIOP't1 considered signed and sealed and Coastal Aluminum Construction, Inc.
•........»-
s/OpprLb the signature must be verified on 496 S. Market Avenue
any electronic copies.
Date:2021.09.03 15:31:13-04'00' Fort Pierce,FL 34982
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EXTRUDED FASCIA IS ATTACHED TO 3"C CHANNEL IS ATTACHED TO FASCIA WITH#10 2"6"FROM ENDS 24"O.0
ALUMINUM SCREEN DESIGN
3"INSULATED ROOF WITH#10 1" 6" &TO 3"INSULATED ROOF WITH 6 #10 1"PER SIDE
Digitally signed by MICHAEL
THOMPSON FROM ENDS 24"O.C.
Reason:This item has been digitally signed and sealed ROOF IS ATTACHED TO FRONT WALL
T by MICHAEL A.THOMPSON WITH 4 #10 4"PER PANEL
uce"se•., on the date adjacent to the
No.17509 `; seal.Printed copies ofthis
* srn E OF? document are not EXTRUDED GUTTER IS ATTACHED TO
considered signed and SUPPORT BEAM WITH#10 1"6"
smHa�eN sealed and the signature 3"INSULATED ROOF IS ATTACHED TO
must
onicc pies.ed any FROM ENDS 24"O.C. 3X3 POSTS ARE ATTACHED ALUMINUM STRUCTURE WITH#10 4"
electronic copies.
Date:2021.09.0315:31:27 TO 2X7 BEAM 2 3/8"X 3 1/2" 6"FROM ENDS 24" O.C.
-04'00'
CARRIAGE BOLTS TYP.
UPRIGHTS ARE ATTACHED WITH:
2X2 POST.046 OR GREATER
2X2 TOP PLATE BLIND SCREWED WITH(3)#10 3",
CAPRI CLIPPED WITH(4)#10 1"PER CLIP
BLIND CLIPPED WITH 4 #10 1"PER CLI
HINGE LOCATIONS 1X2 IS ATTACHED TO 3X3 POST
WITH#10 2"6"FROM ENDS 24" O.C.
1X2 IS ATTACHED TO BLOCK STRUCTURE
WITH 2-1/4"X 1/4"TAPCONS 6"FROM
SCREEN DOOR FULL Z OR ENDS 24"O.C.
DOOR JAM STANDARD DETAIL
0"to 36"
2X4 SIDE WALL UPRIGHTS
2 HINGE DOO I
CHAIR RAIL IS ATTACHED TO UPRIGHTS 2"X 2"X 1/8"ANGLE IS ATTACHED TO
EACH DOOR IS SCREWED INTO UPRIGHTS WITH#10 1" 6"FROM ENDS 24"O.C. WITH EITHER: UPRIGHT W/(2)#10 1"&INTO CONCRETE
BLIND SCREWED WITH(3)#10 3"OR, W/2-1/4"X 1/4"TAPCON
CAPRI CLIPPED WITH(4)#10 1"PER CLIP OR 2X2 CHAIR RAIL
3X3 POST IS ATTACHED TO BLIND CLIPPED WITH 4 #10 1"PER CLIP
BRACKET WITH(2)3/8"X 3 XJL
1/2"CARRIAGE BOLTS UPRIGHTS ARE ATTACHED WITH: 1X2 IS ATTACHED TO CONCRETE
BLIND SCREWED WITH(3)#10 2"OR, WITH/4"IF X RUAVERSTAPCONS
BRACKET FROM 3X3 IS ATTACHED CAPRI CLIPPED WITH(4)#10 1"PER CLIP& (5"X 1/4"IF THRU PAVERS)
TO CONCRETE WITH 2 1/4"X 2" BLIND CLIPPED WITH 4 #10 1"PER CLIP 6"FROM ENDS 24"O.C.
TAPCONS TYP.
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"CONCRETE EMBEDMENT DEPTH SUITE A6
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION)
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, FL 32811
(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 CA#3 0930
TYPICAL INTERNAL OR EXTERNAL
ALUMINUM SCREEN DESIGN GUSSET
PURLINS ATTACHED TO BEAM W/ GUSSET DETAIL
4#10 1-1/2 SMS,PLACE WASHER
UNDER SCREW IN GUSSET CORNER
2X3 WIND BRACE IS TOE NAILED TO 3/16"GUSSET
ALUMINUM STRUCTURE WITH
2 #10 3"PER SIDE TYP.
#12 SMS 1-1/4 O.C.
SDE WALL CONNECTION DETAILS WHEN SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST PURLRJ DOESNT HIT POST
2X2 R F P IN
2X2 EDGE BEAM
2X2 TOP PLATE IS ATTACHED TO 2-1/8"X 1-1/2"C CHANNEL
2X2 PURLIN WITH 2#10 4"THRU
BEAM INTO PURELY EMBOSS o
C CHANNEL ATTACHES UPRIGHT TO 0
TOP PLATES WITH 4#12 3/4"INTO 36"MAX RISE
UPRIGHT&3#12 3/4"INTO TOP PLATES
1X2 FASTENED TO 2X2 W/#12 1-1/2"
6"FROM UPRIGHTS 24"O.G. NOTES
1.GUSSET DIMENSIONS ARE MINIMUM
2X4 NOTCHED TO FIT EDGE 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
U-3/A-2 FRONT WALL TO BEAM U-3/A-2 UPRIGHT TO BEAM
SMB BEAM IS NOTCHED SMB BEAM IS NOTCHED PURLINS ATTACHED TO BEAM W/
OVER UPRIGHT OVER UPRIGHT 4#12 1-1/2 SMS,PLACE WASHER
UNDER SCREW IN GUSSET CORNER
2X2 LYTERNALLY SCREWED 2X2 LYTERNALLY SCREWED #12 SMS 1-1/4 O.C.
THRU BEAM W/3#12 1-1/2" THRU BEAM W/3#10 1.1/2"
IX2 FASTENED TO 2X2 W/#12 1-1/2" IX2 FASTENED TO 2X2 W/
6"FROM UPRIGHTS 24"O.C. 0 0 PERIMETER SNAP LOCK 0
o Digitally signed by MICHAEL
4#12 3/4"INTO GUSSET PLATE THOMPSON
4#12 3/4"INTO GUSSET PLATE Reason:This item has been
Th digitally signed and sealed by
:'uceNse'•.- MICHAEL A.THOMPSON on
F No.41509 ; the date adjacent to the seal. ® NOTES
Printed copies of this 1.GUSSET DIMENSIONS ARE MINIMUM
>; STATE OF document are not considered 6"ON BOTH SIDE OF BEAM,MAY BE
signed
orF`tnRIV si d and sealed and INTERNAL OR EXTERNAL
S'sroNA` 9 2.AS BEAM SIZE CHANGES ADD OR
�. signature must be verified on SUBTRACT TO MAINTAIN A 1-1/4"O.C.
any electronic copies. SCREW SPACING
Date:2021.09.03 15:31:40 3.GUSSET LENGTH REMAINS CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE
-04'00'
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"CONCRETE EMBEDMENT DEPTH
SUITE A6
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION)
FLO
PEN
ES
WITH
LTTMATE WIND SPEEDS OF 150 MPH
PHONE: 407-734-1470 (FOR 33SSECOND BUILDING
S)NOMINAL SPEED 117 MPHUPO A 15FT ROOFAHEIGHT FACTOR 0�0,UAND EXPOSURE C,RISK CATEGORY 1. O�ANDO, FL 32811
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AN CONSTRUCTION P.E. # 47509
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930
ALUMINUM SCREEN DESIGN U_1/A_2 SELF MATING UPRIGHT DETAILS
SIDE WALL CONNECTION DETAILS WHEN
U-4/A-2 SLOPED PURLIN CONNECTION DETAIL PURLIN DOESNT HIT POST
PURfN Digitally signed by MICHAEL
THOMPSON UPRIGHT SHALL BE STITCHED
Reason:This item has been
zxz EDGE BEAM 7 digitally signed and sealed W/#12 X 5/8"6"FROM ENDS 24"O.C.
by MICHAEL A.THOMPSON
LBENSE- on the date adjacent to the
2-1/8"X 1-1/2"C CHANNEL ` N..47500 seal.Printed copies ofthis
'* document are not
2X2 TOP PLATE IS ATTACHED TO ..ware of;m
° O`:�'tont0?'y'� considered signed and
2X2 PURLIN WITH 2#10 4"THRU C CHANNEL ATTACHES UPRIGHT TO o sS/ONAL-- sealed and the signature
BEAM INTO PURLIN EMBOSS TOP PLATES WITH 4#12 3/4"INTO
® UPRIGHT&3#12 3/4"INTO TOP PLATES o must be verified on any
o electronic copies.
® Date:2021.09.03 15:31:53
1X2 ANGLE ON EACH SIDE OF BEAM -04'00'
1X2 FASTENED TO 2X2 W/#12 1-1/ &ATTACHED WITH 4#12 1"PER SIDE
2"
6"FROM UPRIGHTS 24"O.C. ® 2X4 NOTCHED TO FIT EDGE
U-3/A-2 UPRIGHT TO BEAM
SMB BEAM IS NOTCHED I X2 INTERNALLY SCREWED
OVER UPRIGHT THRU UPRIGHT W/2#IO X
1-1/2"FASTEN 1X2 TO
CONCRETE W/3"X 1/4"
SCREW CONCRETE ANCHOR
6"FROM UPRIGHT 24"O.C.
2X2 IS ATTACHED TO BLOCK STRUCTURE 2#12 V PER SIDE
THRU BEAM LLYW/3 SCREWED WITH 4"X 1/4"TAPCONS 6"FROM ENDS
THRU BEAM W/3#10 1-1/2"
24"O.C.
ROOF BEAM
1X2 FASTENED TO 2X2 W/
PERIMETER SNAP LOCK °
o ° �
° 2X2 ANGLE IS ATTACHED TO BEAM
WITH(2)#12 1"&INTO BLOCK WITH D a D
4 412 3/4"INTO GUSSET PLATE 2-1/4"X 1/4"TAPCON
MIN 4"SLAB 2500 PSI D D
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 5200 VINELAND RD.
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH SUITE 250
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION)
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO9 FL 32811
V (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
FAA: 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 CA#30930
ALUMINUM SCREEN DESIGN Digitally signed by MICHAEL LI_5/A_3 GUTTER BRACE&MATING
.� � THOMPSON
�r Th W Reason:This item has been ELEMENT ATTACHMENT DETAIL
uwes digitally signed and sealed by
f No.47508 MICHAEL A.THOMPSON on the
date adjacent to the seal.Printed 1"GUTTER STRAP IS ATTACHED
STATE OF copies ofthis document are not
n1Q considered signed and sealed TO GUTTER WITH#10 1"&INTO
sSmNAI�N�' and the signature must be FASCIA WITH#10 2"PER STRAP
verCABLE DETAIL O O O Dateedon09.0315:32:any 0c copies.
Date:2021.09.03 16:32:06-04'00'
O
O
O
2X2 IS ATTACHED TO ROOF BEAM o
000 WITH 2#10 2"PER SIDE
O
O
�i O O SM13
O
o O O
�i O O
O
1/8"THICK ANGLE BRACKET O
CUT FROM 1"X 5"ANGLE o
ATTACHED TO UPRITE AND
GIRT WITH 6#12 1" o
2X2 ANGLE IS ATTACHED TO GUTTER
5/16"EYE BOLT WELDED &ROOF BEAM WITH 3#12 1"PER
CLOSED WITH DOUBLE NUTS SIDE OF BEAM
COMPRESSION SLEEVE
� EACH CABLE WILL SUPPORT 2X2 POST.046 OR GREATER
227.5 SQUARE FEET OF WALL 1/8"STAINLESS
AREA STEEL CABLE
12'to 14'
HINGE LOCATIONS
SIDE VIEW
COMPRESSION SLEEVE COPRESSION DOOR FULL Z OR DOOR JAM STANDARD
3"A.S.T.M. A-36 STEEL CLIP SLEEVE
WITH 2 2 1/4"X 1/4 TAPCONS $ _ �RE
MIMIM
0"TO 36"
ANCHORED INTO CONCRETE 3/4"FROM
TOP AND BOTTOM CONCRETE
3"A.S.T.M.A-36 STEEL CLIP WITH 2 2 1/4"Xl/4 TAPCONS 2 HINGE DOOR
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 EACH DOOR IS SCREWED INTO UPRIGHTS WITH# 10 1" SCREWES 2411 O.C.
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
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 5200 VINELAND RD.
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH SUITE 250
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION)
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO9 FL 32811
V (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
FAA: 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 CA#30930
ALUMINUM SCREEN DESIGN MICHAEL
ELTH MPS
MICHAEL THOMPSON
Reason:This item has been
digitally signed and sealed
T by MICHAEL A.THOMPSON
L�oE" on the date adjacent to the
*11,
W..4 50➢ :* seal.Printed copies of this
SIDE WALL DETAIL K BRACING DETAIL tvSTATEOF' document are not
w�h<Op1OP f� considered signed and
ss/ONALE sealed and the signature
must be verified on any
electronic copies.
IX2
Date:2021.09.03 16:01:18
-04,00,
IX2 TOP PLATE IS ATTACHED TO 2X2
WALL BEAM WITH#12 2"6"FROM
ENDS 24"O.C.
4"X 4"X 1/8"PLATE
WITH#12 X 1"INTO
N O GIRT MEMBER AS
w O 444 INDICATED
Cq
N N C)A N�
Z 2X4 BEAM X y
Qw z � y a �t
U �Hn �� 4�
w' ?bx
F � C) ti
Div n�0
N_
o It
4"X 8"X 1/8"PLATE
WITH#12 X 1"INTO
N a ° MEMBER AS
>C INDICATED
2X2
IX2 BOTTOM PLATE IS ATTACHED TO
UPRIGHTS WITH CAPRI CLIP WITH(4) 4"X 4"X 1 PLATE
I
X
#10 1"OR BLIND SCREWED WITH(2) WITH "INTO
#10 2"PER SIDE MEMBEERR AS
I INDICATED
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 5200 VINELAND RD.
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH SUITE 250
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION)
PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH ORLANDO, FL 32811
FAX: 407-734-1790 (FOR 3 OOR SHALL FIELD VERIFY ALL PLANS DIMENS O O TOO NS PR R MATER ND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND W IAL PURCHASE,FABRICAAT N AND CONSTRUCTION C,RISK CATEGORY 1. P.E. # 47509
CONTRACT
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930