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Plan Types: St. Lucie County;
Screen Room _y
Pool 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
Other:
*Reference: LKWIS NewM Revision Date:
°Project Address: -730q Pb410A
"City: r-r, pitree-
.,...Contractor Name: Aob rew OFT7 e tS �}�d''1.-���•,
`,Address: '2,-7( .5e,V ck,
'`City; f`
'Zip Cade; -3 cy q
"Phone/Fax:C7-7-e-) 71 - b
*Email: W,ffT-r_ r,Sh0tJ a �9�
-Choose One:One: Maii� Pick Up[] Fed Ex':F �" No of Copies
"For FedEx option got to www.alkiminuniscreendesign.com and provide Fedl*x account#)
'`Payment: Check Credit Card .*
',(For Credit Card option go to yM.aluminumsci-eendesian_coin to pay by credit card)
Engineering prepared by:
Engineer:Michael ThOmpson.MSC,P.E.(P.E.#47509)
4401 Vineland Road—Suite A6,Orlando,FL 37811
office:407-734-1470 Cell:407-721-2292
Project Manager Paul Thomas 38"79-9504 Fax:88s-923-8181
Email:aluminumscreendesignLi yahoo.com
Website.WWW.alUMinUniscreendesigp.com CA#3ce30
FILE COPY
02/06/2017 08:05 46 STONE BROS PAGE 02 ,
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Ultimate Wind Speed (mph): Exposed Category: C Risk Category: 1
Screen Room:
Insulated❑ Pan Roof❑
Fascia ❑ Wall: Block ❑ Conventional❑
Uprights x_ Top Plate _ x Kick Plate
Pool Screen/Cage:
Dome ❑ Gable❑ Mansard ❑
Gutter❑ Wall: Block[--] Conventional❑
Beams !,x ., Uprights x_Purlin
Car Port:
Insulated ❑ Pan❑
Fascia ❑ Wall: Block ❑ Conventional ❑
Beams x� Post x�
Patio Cover:
Insulated Pan ❑
Fascia M Wall: Bloch Conventional❑
Beams -x-_.. . Post ----,X—
C
onc ete:
E—A@flff' - New: 4" Slab[-] Pier❑Ribbon Footer x Pavers❑
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.
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General Notes & Design Standards i t�
(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 utihze.theemore .
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Design Codes:
Florida Building Code 2014(5'Edition)
Aluminum Design Manual 2010
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-150 MPH(FBC Table 2002.4) (45 ps,fl
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 IL FY
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-73
www.alum inumscreendesign.cbm
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PRIMnium"inurn * Construct{oh Engineerir:Q
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Structural Aluminum: =� )
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice foi alumuium r
design.
.\
All aluminum shall be 6005-T5(E=10,000 ksi;Fy=35 ksi)with a minimum wall thickness of 0:04'6' i
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 3/a"
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.
nV
Michael Thompson, P.E.#47509/CA#30930 FILE Or
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470 (F)407-734-1790
www.aluminumscreendesign.com
D. A,-„manrsrr 8. Ganz-9r.cPt..^.n Erc+in«e•.r.g
Beams&Uprights:
In the event of a conflict with the values in this table and the site specific plan,the contractor must u@ize the.more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span:Iiinitations•''.,
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 Span
3"Spans 11'-
2 X 3 6'-0" 2 X 3 7'-0" 5" 3"Spans 12'-9"
2 X 4 8'-0" 2 X 4 7'-0" 6" Spans 16'-11"
2 X S 9'-6" 2 X 5 8'-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 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.
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 �� COPY
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-179
www.aluminumscreendesign.com
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General-Notes'& Design Standards
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(Screen Patio Room Enclosure) ti
The following are general design standards.More stringent design standards may be noted on the plans ri 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
AAF Guide to Aluminum Construction in High Wind Areas
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-160 MPH(FBC Table 2002.4) (50 psj)
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-RE
www.aluminumscreendesign.com COPY
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Structural Aluminum: ;
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for ah rnirium w
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.
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 3"per FBC 2003.7.5.1.
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=160 MPH
2 x 2 Chair Rail=4'-3" 2 x 2 Purlins=5'-0" 2 x 2 Wind Brace=4'-3" 2 x 3 (0.125)Wind Brace=8'-0"
2 x 3 Chair Rail=6'-0" 2 x 3 Purlins=6'-6" 2 x 3 Wind Brace=7'-0" 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 Al85 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)407-734-17
www.aluminumscreendesign.com �
e A:urniinum G r.siruc icn Engine_ .r;q
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,hmitations
prior to ordering materials,fabrication and/or construction. >~
160 MPH
PRIMARY BEAMS&COLUMNS-SCREEN &PATIO ROOM ENCLOSURES ROOF PANELS
Max Beam
Span &Max
Column Max Column- Pan Roof Insulated Roof
Beam-Size Spacing Column-Size Height Span Span
3"Spans
2 X 3 6'-0" 2 X 3 7'-0" 10'-6" 3"Spans 11'-9"
2 X 4 8'-0" 2 X 4 7'-0" 6"Spans 15'-7"
2 X 5 9'-0" 2 X 5 8'-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 3 for beam span of 15'max;2 x 4 for 30'
max;2 x 5 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 8 intermediate header beam supported with 4 x 4 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.
Edge Distance:
Contractor is required to install uprights to provide a 3"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- ALEOP
www.aluminumscreendesign.com
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the plans and the general notes,the contractor must
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ALUMINUM SCREEN DESIGN E"C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER WITH k10 2"6"FROM
ENDS 24"O.C.&TO 3"INSULATED ROOF WITH(6)g101"PER SIDE
SIDE
EXTRUDED GUTTER IS ATTACHED TO
SULATED ROOF WITH#10 1"6" XTRUDE FASCIA IS ATTACHED TO "INSULATE ROOF IS ATTACHED TO
#. �1 ENDS 24"O.C. "INSULA D ROOF WITH#10 1"6" UMINUM S UCTURE WITH#10 4"
H _
MANUFACTURES LABLES SH®WIN13 ROM END 3 24"O.C. "FROM END 24"O.C.
MAY 0 2 Hit' U PA=R8 AND ISH130 COMMPUANCE
MUST
PER^!I ITTi 1G WI7H FBC ENEMY CODE
RMAI WIN 6
St.Lucie County,FL ROOF IS A. ED
WITH 4 #IV
CONCEALED FASTENERS OR ATTACHMENTS THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS ORK C-CHANNEL IS ATTACHED TO
ARE THE RESPONSIBILITY OF THE REQUIRED BY FIELD INSPECTORS THAT INSULATED PANEL W/#10 1"
C-CHANNEL IS ATTAC
CONTRACTOR OF RECORD MAY BE NECESSARY IN ORDER TO D TO FRONT 6"FROM ENDS 24"O.C. -
COMPLY WITH ALL APPLICAALE CODES. WALL W/#10 1"6"FR M ENDS 24"O.C. FOR WINDOWS&DOORS
C-CHANNEL IS ATTACHED TO INSULATED
PLYWOOD IS ATTACHED TO STRUCTURE PANEL W/#10 1"6"FR M ENDS 24"O.C.
WITH#10 2"6"FROM ENDS 18"O.C.
HARDI SIDING IS ATTACHED W/#10 2"
6"FROM ENDS 24"O.C.
C-CHANNEL IS ATTACIH ED TO BLOCK STRUCTURE
`�b z3 WITH 2-1/4"X 1/4"TAP DNS 6"FROM ENDS 24"O.C.
�O
ST.LUCIE COUNTY DULDLNO OIVlt-ION C-CHANNEL IS A ACHED TO CONCRETE
REVIEWED FOR C \C WITH 2-1/4"X 1/4 TAPCONS,6"
REd1EWE BY I�GVG/�—� FROM ENDS 24"O.C.
DATE '� �� �'
PLANS P �ffP•NIUST BE KEPT B JC'
OR NO INSPECTION WILL BE NL-W E. _... -
ALVWliNUMSCREENDESIGN.COM DESIGN STATEMENT NIICHAEL.THOMPSON;
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-175 4401'VINELAND ROA�
ALE NUMS CREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH
n SUITE A6
Chi YOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) Or�1.A c� 8 L;
OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
PH . 407-734-1470 SPEEDS OF 160 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 124.8 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C.RISK CATEGORY I1 ' °4 "S09
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION
..
FA 7-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS r #349
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