HomeMy WebLinkAboutBuilding Plans FILE COPY'
',N, EASDA- 1I C�F�T i ri q
*Plan Types*: 13T. L-UCIE C01 INTY
Screen Room ❑Sun Room ❑Fill IA30CC
Pool Screen/Cage (Non-Removable Screen-Designed to withstand act>rsal wind Speed)
Car Port ❑Patio Cover -
❑Other.,
1
F
dard ❑Non Standard ❑Revision Commercial 5.QU Ru h Fee
Address: g6�3 /V �`4t4 S�Lac- Date: 3 ,o Z
Contractor Name:
*Address: 0(.3
City: 1 -�.. ;-
`Zip Code: _Iglg&
*Phone/Fax: ela f. .,7.3 J flora
*Email: ScA�*.*&t Aks4tk g`z s t8,04&*4A,<k C-C.-Aw
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Engineering prepared by:
OWE
Engineer:Michael Thompson, MSC,R.E.(P.E.#47509)
4401 Vineland Read-Suite A6 Orlando, FL 32811
Office:888-607-0747 or 407-734-1470 Cell: 407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181
3
Email;a1_uminumscreendc-5i�Ln yahaa.coni
Website: www.aluminumscreendesign.com cAl3w30 4
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A ' ' A i U r e i to v itd.,.... . cons it kl c i i o-)
Ultimate Wind Shed(niph): 'I �' Exposed Category: C Risk Gate'-ory: I
❑ Screen Room ❑ Fill In []Sun Room (Window Type❑Vinyl or ❑ 1 ss)
Roof Type: ❑ InsWated ❑ Pan Roof
Roof Connecting to: "Gutter ❑Fascia ❑Block Wan ❑Convention,1i Matt ❑41'wall Riser
Front Wall: Uprights X Top Plate X Bottom Plate X Chair Rail X
Front Wall: Uprights X Top Plate X Bottom plate x Chair Ran X
Side Wall: Uprights X Top Plate x Bottum Plate X Chair Rail X
1{ick Plate
Pool Screen/Cage :
Roof Type: dome .�., ❑ Gable ansard/Hip ❑ Shed/Slope
Roof Connecting to: Gutter❑Fascia ❑Block 11❑Conventional Wall ❑Riser
Front Walt: Beams X Uprights._,.Z Purlin X 3 Chair Rail
Front Wall: Beams Z X S Uprights--z—X--R—Purlin _ _�X 3 Chair Rail
Side Wall: Beams Uprights--z—X—q3 Purlin 2 X Chair Rail Xs'
Kick Plate
❑Car Port/Patio Cover:
Roof Type: ❑Insulated ❑Pan Roof
Roof Connecting to:❑Gutter ❑Fascia ❑Block wan ❑conventional wall ❑4'h wall
Beams X Post X
Concrete:
Existing ❑New 4" w/6" Thickened Edge ❑Pier X X
❑ Ribbon Footer X With # Rebar
❑ Pavers with Footer X With # Rebar
father. L r
UJI R
Mote: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 dirnensions and member sizes prior to ordering materials,fabrication andlor construction between
the plans and the general notes and design standard.
t
Engineer. Michael Thompson, MSc,P.E. (PE#47309) REVOA ED ['Qri
4401 Vineland Road Stine A6, Orlando, FL 32811 CODE COMP❑Abe �
(CA#30930)-Ph 407-734-1470/Fax 407-734-1790
T. WOE C UNITY
00
ALUMINUM N DESIGN
Ugiuminuni & Gonsiruciion En:gi:neerinp
General Notes & Design Standards
(Non-Removable Pool Screen) _ -The following are general design standards.More stringent design standards may be noted on the plans.hi 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(71 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. IRIEVIEWED F01h
Unit soil weight=105 pcf CODE COMPLIANC k.
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
a. AM 5 DESIGN
EISASDA L Gors.lructi.nn En:gi:nee.r'.ng
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'P'is the member thickness in inches.
For roofmg 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 '/4"tapcons a minimum embedment of 1 1/8"and 2 '/a"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/a"
�EVIEv r
Reinforcing Steel:
Conform to ACI 318 and 315,Latest edition- . C®IDE Colt', :•
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels&ties shall be ASTM A 185 T° L CIE C O W
Welded Wire Fabric shall be ASTM A185 or A82(Flat sheet). ,.
Deformed bar anchors shall be ASTM A496,Grade 70 ►' - � c
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
®s ALWAINUM SN DESIGN
HIMAiurninum & Cor?sirvcr3.an Engtneeri.ng
:HoleAlienment: = _'
r
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 ft_with.
bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 ''/z" x '/a"
tapcons or equal.
Beams&Uariabts•
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
rior to ordering materials,fabrication and/or construction.
i
150 MPH Upright-Pool Caf a 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=T-2" 2 x 6 13'-3°
2 X 4 14'-3" 13'-3" 10'-6" 2 X 7 14'-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" 3F-11" 31'-6"
Kn
ee a Bracine•
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).
I
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.
Edae 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
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SCREEN DESIGN PURLINS ATTACHED TO BEAM W/
(3)#10 2"SMS,PLACE WASHER
UNDER SCREW IN GUSSET CORNER
1"GUTTER STRAP IS ATTACHED T
TO GUTTER WITH#10 1"&INTO
FASCIA WITH#10 2"PER STRAP
BEAM TO FASCIA 24"O.C.MAX 4"FROM EACH UPRIGHT 10 #10 SMS 1-1/4 O.C.
•
•
•
SMB Sidi
• •
.. W NOTES
O •
1.GUSSET DIMENSIONS ARE MINIMUM
8"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 W/(10)SCREWS
3.GUSSET LENGTH REMAINS CONSTANT,
O WIDTHS CHANGE TO MATCH BEAM SIZE
3/16"GUSSET
c
® 10 #10 SMS 1-1/4 O.C.
GUTTER W/ M • •
0 1"PER SIDE J c:
oft Ff
• •
m Iftw • •
BEAM TO WALL • • • • •
2X2 IS ATTACHED TO STRUCTURE W/ q�q�� • • ® • • •
4"X 1/4"TAPCONS(#10 4"IF TO WOOD ice' C
STRUCTURE)6"FROM ENDS 24"O.C. Z Z • • • • • •
2X2 ANGLE IS ATTACHED TO BEAM
-M7--�
WITH(2)#10 1"&INTO BLOCK WITH
2-1/4"X 1/4"TAPCON
REENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
REENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH S TE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET-THE REQUIREMENTS OF THE 2020(7TH EDITION) ?FL 3 2 811
4-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH � O,
(FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. r P,E�. # 47509
790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION CA#3 093 0
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS
i
M SCREEN DESIGN SIDE WALL CONNECTION DETAILS WHEN SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST PURLIN DOESNT HIT POST
2X2 ROOF PURLIN
2X2 EDGE BEAM
2-1/8"X 1-1/2"C-CHANNEL
2X2 TOP PLATE I5 ATTACHED TO
2X2 PURLIN WITH(2)#10 4"THRU C-CHANNEL ATTACHES UPRIGHT TO o
BEAM INTO PURLIN EMBOSS TOP PLATES WITH(4)#10 1"INTO 0
OOR FULL Z OR UPRIGHT&(3)910 1"INTO TOP PLATES o
STANDARD 1X2 FASTENED TO 2X2 W/#10 2" 0 UPRIGHT ATTACHES TO PURLIN W/ o
6"FROM UPRIGHTS 24"O.C. 1X2 ANGLE&(4)910 1"PER SIDE
ST OR DOOR JAMB.
M
0
m
'. it
ic
0
02 HINGE DOOR Z FRONT WALL TO BEAM
Y SLOPED PURLIN CONNECTION DETAIL .9 SMB BEAM IS NOTCHED
30"TO 36 PURLIN OVER UPRIGHT
2X2 INTERNALLY SCREWED
2X2 TOP PLATE IS ATTACHED TO THRU BEAM W/ 3 #10 2"
2X2 PURLIN WITH(2)#10 4"THRU
[S SCREWED INTO UPRIGHTS BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/#10 2" 0
l0 1"SCREWES 24"O.C. 6"FROM UPRIGHTS 24"O.C. 0 0
1X2 FASTENED TO 2X2 W/#10 2-
6"
e
6"FROM UPRIGHTS 24"O.C. • (6)#10 1"INTO GUSSET
1-1/2"X 2"X 1-1/2"X 0.062" PLATE PER SIDE TYP.
CEIVER CHANNEL
[,\,RE
MOVE BACK TO FIT OVER
RLIN PROVIDE(4)#10 X 3/4"
TO PURLIN&UPRIGHT
REENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-175 4401 VINELAIalROAD
REENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH
I THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION) SUITE A6
1-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH A O, 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.CONTRACTOR ERIFY ALL PLANS DIMENSIN P.E.P # 475 09��Q ONS PRIOR
SI PURCHASE,TERIAL STR CONSTRUCTION
SHALLOTIFTHE ENGINEER MMEDATELY SHOULD SITE CONDITIONDIF ER FROM CONSTRUCTION PLAN CA#30930
UM SCREEN DESIGN CABLE DETAIL K BRACING DETAIL
SEE GENERAL NOTES
&DESIGN STANDARD
FOR ADDITIONAL
INFORMATION TYP. 2X2 K BRACE IS ATTACHED TO
ALUMINUM STRUCTURE WITH
2X2"C CHANNEL&(6)#10 1"
0000 OR BLIND SCREWED WITH
O
GIRT (3)#10 2"PER END
O
O
000 000
0 0
COMPRESSION 0 - 04'
ICK ANGLE BRACKET -SAVE 0 =0
HED TO UPRITE AND
T WITH(6)#10 1"
4 CD �
OR '�
LDED
m
OUBLE NUTS r m
LEEVE � �.q
4"X 8"X 1/8"PLATE0 i� Fn
JEACH CABLE WELL 1/8"STAINLESS WITH#14 X 1"INTO
MEMBER AS M rr
SUPPORT 227.5 SQUARE STEEL CABLE INDICATED
FEET OF WALL AREA IT TO 14'
M. � 0
Z Z
ION SLEEVE -40
UM
A-36 STEEL CLIP M DIMIM E y
1/4"Xl/4 TAPCONS`
ANCHORED INTO CONCRETE 3/4"FROM TOP AND BOTTOM CONCRETE
3"A.S.T.M.A-36 STEEL CLIP WITH 2 1-1/2"Xl/4"'TAPCONS
((2)#10 2"IF TO WOOD DECK)
BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE
ST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED
CK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION
(NO SLACK)DESIGNED FOR STRUCTURAL LATERAL STABILITY
CREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROAD
CREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH S'tJIT'E A6
M THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION) 32811
34-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 150 MPH
1790 (FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. i P,E. 447509
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#3 093 0
CHAIR RAIL&KICK PLATE DETAIL BLIND CLIP&CAPRI CLIP DETAILS
S C 1 W EN DESIGN
SIDE WALL DETAIL 2X2 CHAIR RAILS&GIRTS ARE
ATTACHED W/INTERNAL CLIPS
W/(4)#10 V,CAPRI CLIPPED,
W/RECIEVING CHANNEL&(6)#10 1"
W/(8)#10 1",OR BLIND
1X2 TOP PLATE IS ATTACHED TO 2X2 SCREWED W/ 3 #10 2"
WALL BEAM WITH#10 2"6"FROM
ENDS 24"O.C.
KICK PLATE IS ATTACHED TO
STRUCTURE-WITH#10 1"6"
FROM ENDS 18"O.C.
(OPTIONAL)
7�k
�,� X SELF MATING UPRIGHT DETAILS
O a N N
--cn UPRIGHT SHALL BE STITCHED
SIDE WALL UPRIGHT rzn y W/#10 X 1"SELF TAPPING
Ci H SCREWS 12"O.C.TYP.
Z 0 n
C)x4 RECIEVING CHANNEL CLIP DETAILS IX2 INTERNALLY SCREWED
0 IT 0 THRU 2X2X1/8"ANGLE TO
a UPRIGHT W/(2)#10 X
E GENERAL NOTES
1-1/2"FASTEN 1X2 TO
DESIGN STANDARD rn
ADDITIONAL CONCRETE W/3"X 1/4"
R
ADDITION n �`; (5"X 1/4"TAPCONS IF THRU PAVERS)
(#10 2"IF TO WOOD DECK)
SCREW CONCRETE ANCHOR
6"FROM UPRIGHT 24"O.C. 2 #10 1"PER SIDE
OM PLATE IS ATTACHED
TE WITH 2-1/4"X 1/4"TAPCONS IX2 BOTTOM PLATE IS ATTACHED TO
IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH(4) ,<
TO WOOD DECK) #10 1"OR BLIND SCREWED WITH(2) o
ENDs 2a^O.C. #10 2"PER SIDE
MIN 4"SLAB 2500 PSI
CONCRETE W/FIBERMESH
l
REENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
REENDESIGN METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND'ROAD
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"CONCRETE EMBEDMENT DEPTH UITE AG
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2020(7TH EDITION) O Q, FL 3 2811
34-1470 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 15FF ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1. P.E. # 47509
1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION CA#3 093 0
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS