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■■AS DALUMlNU.Co SCREEN DESIGN
Arvmrnvm d Construction Engineering
*Plan Types: RECEIVED
❑ Screen Room A U G 2 2 2018
Pool ScreerdCage
Car Port ST. Lucie county, Permiti_in(i
❑ Patio Cover
Other.
""Reference Vv, aA Revi Ion D l-7� /7 ST.LUCIE COUNTY
*Project Address: -7y5�f Ze, `-"1 5 Q BUILDING DIVISI
REVIEWE
*City: ��/'. ;� L.w," FOR COMP NC
REVIEW BY
"`Contractor Name: / DATE W712
PLANS AN E MIT
*Address: 1155g i71O //Z'�; S,,, (,ire c ol�e,e f/ MUST BE KEPT O JOB OR
*City: ��� �� ,G/ NO INSPECTION WI L BE MADE
*Zip Code: �yS 7Z
*PhoneJFax: 772- :ONCEALEDFASTENERSORATTACHMEM
*Email: ZI
*Choose One: Mail®Pick Up ❑ Fed Ex*❑ — —No of Copies ARE THE RESPONSOILM OF THE
*(For FedEx option go to www.aluminumscreendesign.com and provide FedEx account #) CONTRACTOR OF RECORD
*Payment: Chec;CCmdit Card-2
*(For Credit Card option go to www.aluminumsereendesign.com to pay by credit card)
Engineering pre red b : THESE PLANS AND ALL PROPOSED Y'li eX
�� ARE SUBJECT TO ANY COANCTIM
®EAS R�E�;Q/UIIRED/WYY FaIIE�L�119.KC`08 T1�.T
Engineer:MlolwelThompson,MSc.P.E.(P.E.#47Wg) UA BE NECESU I IN ORDER TO
5200 Vineland Road-Sutra 250 Orlando.FL 32811
off 407-529-3300 Call 407-721-2292
Projed Marugr.Pau Thomas 38&4MQ5N Fax 88&923.8181
EmtlC
Website:www aluminumscreendesign com CA#1 0
FILE COPY
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ALUMINUM SCL i DESIGN::ASD/furnin urn & Cons frurrfon Engineering
i
UMmate Wind Speed(mph): Exposed CateBpry; C Risk.Catepory:- 1
Screen Room:
Insulated ❑ Pan Roof❑ r
Fascia❑Wall: Block❑ Conventional ❑
Uprights_X_,,,_Top Plate X Kick Plate'
Pool Screen/Cage :
Dome❑ Gable❑ Mansard M
Gutter❑ Wall: Block ❑ Conventional[]
Beams z X,L Uprights 2__X_(e' Purlln Z+X..s
Car Port:
Insulated❑ Pan❑
Fascia❑ Wall: Block❑ Conventional ❑
Beams X` Post X
Patio Cover:
Insulated ❑Pan❑
Fascia❑ Wall: Block❑ Conventional ❑
Beams �X_ Post X
Concrete:
ExistingIR New:4"SlabE] Pier[-] Ribbon Fogtelr X--❑ Pavers[ ]
Other:
F�•�e2 ac��`r�h I�,r��' 1,�rr�2 i J t�+'�'S
Note:In fhe event that there Is a con l&1 Will Cte design plans end the general notes'rd 4edgn etardard�the eenbaclor o W I uNlze
th e more stringent d Www@!ow�tld member sites prlor to ordering ffWM IS,hbrlatlOn e6cift oonstudlm betwaan tha plena and
ttw general.vets and design—dwd.
�. ALU INUM SCREEN
■ DA,..,,,f,. d Censtructi n Fr: ireer:ng
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 ui<lize the more
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Desien Codes:
Florida Building Code 2014(51 Edition)
Aluminum Design Manual 2010
ASCE 7-10
Desien 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 Reauirements:
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
■� ALUMINUM
NAA?umirsum 3 Lcri{rUction Erg:gee
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 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 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"
Reinforcine 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 Alienment:
Poor matching holes must be rejected.Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road.,Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
t. >.
AS
Cables:
Contractor shall provide a minimum 1/8"diameter stainless steel cable tie down at side and rear walls of pool screen f
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 ft'- with
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/2" x '/4"
tapcons or equal.
Beams& Uarhzhts:
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 Cage Enclosures
PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES 150
Upright MPH
Roof Span SIZE Height
Roof Span *Maximum Roof Span 2x4 10'-3"
*Maximum Beam Beam Spacing= *Maximum Beam 2 x s 12'-3"
SIZE Spacing=6'-0" 6'-8" Spacing=7'-2" 2 x 6 13'-3"
2 X 7 14'-6"
2 X 4 14'-3" 13'-3" 10'-6" 2 x 8 15'-6"
2 X 5 19'-0" 18'-0" 15'-6" 2 x 9 16-6"
2 X 6 22'-3" 20'-0" 18'-9"
2 X 7 24'-0" 21'-8" 21'-6"
2 X 8 28'-0" 26'-9" 26'-6"
2 X 9 30'-0" 28'-5" 28'-0"
2 X 10 33'-6" 31'-11" 31'-6"
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.
Edee 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
Planning&Development Services REVIEW COMMENTS
Building&Code Regulation Division
2300 Virginia Avenue
Fort Pierce,FL. 34982
Phone:(772)462-2172 Fax:(772)462-8443
Page 1
PROPERTY INFORMA TION
Address: 7454 Legends Dr Owner(s):
Karen D Johnson/Richard L Johnson
City/State/Zip: Port St Lucie, FI 34986
Parcel#: 3322-802-0004-000/8 Jurisdiction: SAINT LUCIE COUNTY
Zoning: PUD Lot#: 4 Block:
APPLICATION INFORMATION
Permit Number: 1705-0471 Stories: Automatic Sprinkler System? No
Permit Type: POOL ENCLOSURE
CONTRACTOR INFORMATION
Contractor Name: Scott Barber Fax Number:
Business Name: Scott's Screen Llc
Email: Screenman97sb@Gmail.Co
Business Addr: 15315 Skyking Dr m
City/State/Zip: Port St Lucie, FI 34987
REVIEWS AND COMMENTS
Review jyp Status Reviewed By By Date Started Date Completed Date Released
DOCUMENTS MISSING INCOMPLETE Irvie Saunders
6/2/2017 Comment: ADDING CONCRETE FOOTERS THEREFORE NEED FILLED LAND ADDIDAVIT
FRONT COUNTER REVIEW COMPLETE Audrey Humphrey 5/22/2017 5/22/2017 5/22/2017
Comment:
PLANS EXAMINER REVIEW INCOMPLETE Gfa-Engineer 6/5/2017
Comment: PLEASE REVISE THE PLAN SET AS THE ULTIMATE DESIGN PRESSURE IS TO LOW PURSUANT TO THE ST.
6/5/2017 LUCIE COUNTY ULTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY 1 BUILDINGS.IT SHOULD BE 145
AS OPPOSED TO 130.THE LINK FOR THE REQUIRED WIND SPEED DESIGN IS
HTTP://WVWV.STLUCIECO.GOV/HOME/SHOWDOCUMENT?ID=1290
6/5/2017 Comment: PLEASE REVISE THE PLAN SET TO INCLUDE THE DIAGONAL BRACING ATTACHMENT METHOD AS THEY
ARE EXHIBITED ON THE LAYOUT SHEET BUT NO FURTHER INFORMATION IS PROVIDED.FBC 107.2
6/5/2017 Comment: PLEASE SPECIFY WHETHER CABLE BRACING OR K BRACING IS TO BE USED AND DEPICT THE LOCATION
ON THE LAYOUT PAGE.FBC 107.2
Comment: THE APPLICATION STATES POOL"ENCLOSURE OVER PAVER DECK ADDING FOOTERS"YET NO
6/5/2017 INFORMATION HAS BEEN PROVIDED CONCERNING THE PERIMETER FOOTER AND THE PLAN SHEETS
PROVIDED CALL OUT A CONCRETE DECK.PLEASE CLARIFY.FBC 107.2
6/5/2017 Comment: PLEASE CALL OUT THE NUMBER OF REQUIRED FASTENERS FOR THE GUSSET PLATE ON THE 2 X 8 SMB.
FBC 107.2
Comment: A DETAIL HAS BEEN PROVIDED FOR THE SMB GUSSET CONNECTION EXHIBITING A"PEAK"OR GABLE
6/5/2017 STYLE ROOF BUT ONLY A MANSARD HAS BEEN SHOWN ON THE LAYOUT PAGE.PLEASE CLARIFY.FBC
107.2
6/5/2017 Comment: PLEASE SPECIFY THE COLUMN TO FOOTER CONNECTION FOR THE 2 X 6 COLUMNS.FBC 107.2
6/5/2017 Comment: PLEASE PROVIDE THE CONNECTION DETAIL FOR THE CARRY BEAM ADJACENT TO THE NUMBER 1
MANSARD BEAM AND THE BAY WINDOW.FBC 107.2
Planning s Development Services REVIEW COMMENTS
Building&Code Regulation Division
2300 Virginia Avenue
Fort Pierce,FL. 34982
Phone:(772)462-2172 Fax:(T72)462-6443
Page 2
6/5/2017 Comment: PLEASE PROVIDE A FILL IN DETAIL FOR THE ELEVATION CHANGES IN THE ROOF LINE CONCERNING THE
AREA AROUND THE BAY WINDOWS.FBC 107.2
Comment: PLEASE NOTE THAT THE COMMENTS ARE FOR THE CLARIFICATION OR CORRECTION OF THE
6/5/2017 SUBMITTED DOCUMENTS.ADDITIONAL REVIEW MAY BE REQUIRED AFTER SUBMITTING CORRECTED
DOCUMENTS
Comment: PLEASE NOTE:(1)ALL REVIEW COMMENTS WHEN ANSWERED WILL REQUIRE A COVER LETTER
ADDRESSING WHERE THE CHANGES WERE MADE,(2)ALL CHANGES WILL BE REQUIRED TO BE CLOUDED
6/5/2017 ON THE PLANS AND(3)THE CONTRACTOR WHEN RESUBMITTING WILL BE REQUIRED TO INSERT THE
NEW UPDATED PAGES INTO THE PLANS OR IF THE CONTRACTOR PREFERS,A REVISED COMPLETE SET
OF PLANS CAN BE SUBMITTED
6/5/2017 Comment: PLEASE NOTE ANY COMMENT NOT ADDRESED MAY BE SUBJECT TO AN ADDITIONAL REVIEW FEE PER
ST.LUCIE COUNTY RESOLUTION#13-196
6/5/2017 Comment: COMMENTS SENT 6/5/17
ZONING REVIEW COMPLETE Irvie Saunders 6/2/2017 6/2/2017 6/2/2017
Comment:
ALUMINUM SCREEN DESIGN PURLINS ATTACHED T W/
(3)#102"SMS,PLACE WASHER
UNDER SCREW IN GUSSET CORNER
REVISED TO CALL 1"GUTTER STRAP IS ATTACHED
CONNECTION FROM TO GUTTER WITH#10 i"&INTO
T
BEAM I TO GUTTER FASCIA WITH#10 2"PER STRAP
BAY WINDOW 24"O.C.MAX 4"FROM EACH UPRIGHT 1 #
BEAM TO FASCIA
•
•
SEE GENERAL NOTES • • • •
&DESIGN STANDARD • •
•
FOR ADDITIONAL • •
INFORMATION TYP. • • • •
SMB • •
�w NOTES •
G 1.GUSSET DIMENSIONS ARE MINIMUM
X 8"ON BOTH SIDE OF BEAM,MAY BE
Q INTERNAL OR EXTERNAL
2.AS BEAM SIZE CHANGES ADD OR
�^ SUBTRACT TO MAINTAIN A 1-1/4"O.C.
C SCREW SPACING
3.GUSSET LENGTH REMAINS CONSTANT,
O WIDTHS CHANGE TO MATCH BEAM SIZE
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8"ANGLE&(4)#10 1"PER SIDE
BEAM TO WALL
2X2 IS ATTACHED TO STRUCTURE W/
4"X 1/4"TAPCONS(#10 4"IF TO WOOD REVISED TO REMOVE
STRUCTURE)6"FROM ENDS 24"O.C. PEAK OPTION
• 2X2 ANGLE IS ATTACHED TO BEAM
WITH(2)#10 1"&INTO BLOCK WITH
1/4"TAPCON
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAE
REVISED TO 150 MPH METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VIN
ALLMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH
@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION)
PHONE: 407-73 4-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLA
SPEEDS OF 150 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGOR
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 '-�--
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ALUMINUM SCREEN DESIGN DIAGNOL BRACING DETAIL SIDE WALL CONNECTION D
REVISED TU DIAGNOL BRACE PURLIN DOESNT HIT POST
2X2 ROOF PURLIN
2X2 EDGE BEAM
2-1/8"X 1-12"C-CHANNEL
2X2 TOP PLATE IS ATTACHED TO C-CHANNEL ATTACHES UPRIGHT TO
2X2 PURLIN WITH(2)#10 4"THRU
BEAM INTO PURLIN EMBOSS TOP PLATES WITH(4)#101"INTO
DOOR FULL Z OR UPRIGHT&(3)#10 1"INTO TOP PLATES
DOOR JAM 1 X2 FASTENED TO 2X2 W/#10 2" UPRIGHT ATTACHES TO PURLIN W/
STANDARD
2X3 POST OR DOOR JAMB 6"FROM UPRIGHTS 24"O.C. 1X2 ANGLE&(4)#10 1"PER SIDE
x
0
m
02 HINGE DOOR FRONT WALL TO BE
a SLOPED PURLIN CONNECTION DETAIL SMB BEAM I
-�
30"TO 36" Z PAIN OVERUPRIG
z
2X2 INTERNALLY SCREWED
2X2 TOP PLATE IS ATTACHED TO THRU BEAM W/ 3 #10 2"
2X2 PURLIN WITH(2)#10 4"THRU
EACH DOOR IS SCREWED INTO UPRIGHTS BEAM INTO PURLIN EMBOSS IX2 FASTENED TO 2X2 W/#10 2"
• 6"FROM UPRIGHTS 24"O.C. °
WITH#10 1"SCREWES 24"O.C. • °
1 X2 FASTENED TO 2X2 W/#10 2" °
• (6)#10 1"INTO GUSSET
6"FROM UPRIGHTS 24 O.C. 1-1/2"X 2"X 1-1/2"X 0.062" PLATE PER SIDE TYP.
RECEIVER CHANNEL
REMOVE BACK TO FIT OVER
PURLIN PROVIDE(4)#10 X 3/4"
O PURLIN&UPRIGHT
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAF,
REVISED TO 150 MPH METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VI
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH
@YAHOO.C OM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION)
PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 150 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1.
FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS