1865 LIVE OAK LN - REVISION 11/26/18 CITY OF ATLANTIC BEACH
800 Seminole Road
Y' Atlantic Beach,Florida 32233
-41147REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS
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Date ' (� "� Revision to Issued Permit /-orrections to Comments Permit# RE S 1/7
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Project Address ) '10 S L- vC 0,-1K (-`k r t
Contractor/Contact Name C1-17\k\ G U S , IAL. S "S
Phone 001- 137 -L CS ` Email .)V SPPM-0-5 v0 S. C0'`'ti
Description of Proposed Revision/Corrections: Permit Fee Du $ 3: i O0
6rn'"") scrrn E1vv-t
Additional Increase in Building Value $ Additional S.F.
By signin A •w,I _--— affirm the Revision is inclusive of the proposed changes.
name)
Mr` I1Q G/ QoI8
S/7'ure of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved X Denied Not Applicable to Department
Revision/Plan Review Comments lon lac r Jo /cic - va JO 1 c a7Y r 1 qy ?''P-e-
nt Review Required:
Building
Panning & Zoning Rowed By
Tree Administrator
Public Works p�
Public Utilities 2--1 —20!
Public Safety Date
Fire Services
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I IIII„_. ., A .,.. rs Aluminum & Construction Engineering
*Plan Types: '
nScree
n Room/Sun Room/Fill In 7
fr
Pool Screen/Gage ( - b e io n—Designed to withstand actual Wind Speed)
ECar Port K 1: y 1 V
'Patio Cover BP# 2 t-SA 17-000 3
[—Other: SIGNEDDATE 2ni 1 / 2bl�`r OFFIC COPY
*Reference: Standard Non Standard n Revision ❑ Commercial U
`Project Address: 1865 Live Oak Lane
*City.
Atlantic Beach FL 32233 Date: 12-21-17
*Contractor Name: Hampton Exteriors/Ryan Hampton
*Address:2504 Liberty Lane
*City:Jacksonville FL
*Zip Code: 32250
*Phone/Fax: 904-955-9198
Email: hamptonexteriorsllc@gmail.com
*Choose One: Mails Pick Up n E-FilePFed Ex*C No of Copies
*(For FedEx option go to www.aluniimnscreendesit?n.com and provide FedEx account #)
Payment: CheckE Credit Card*F1
*(For Credit Card option go to www.ahiminumscrecndesien.com to pay by credit card)
Engineering prepared by:
1111 i 3ii X .
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. ki 1 .,.43-Ymay..
Engineer: Michael Thompson, MSc, P.E.(P.E.#47509)
4401 Vineland Road-Suite A6 Orlando, FL 32811
Office:407-734-1470 Cell:407-721-2292
Project Manager Paul Thomas 386-479-9504 Fax: 888-923-8181
Email:aluminumscreendesign(ayahoo.com
Website: www.aluminumscreendesign.com CA#30930
,
InaI ;;ALIMINUM SCREEN DESIGN
A
1.• Aluminum & Construction Engineering
IIII
* Ultimate Wind Speed (mph): 120 Exposed Category: C Risk Category: 1
Screen Room/Sun Room/Fill In:
Insulated ` Pan Roof i---
Gutter 7 Fascia C Wall: Block E Conventional n
Uprights X Top Plate X Kick Plate
Pool Screen/Cage : FICE
Dome E Gable 1 Mansard E
Gutter j Fascia❑✓ Wall: Block L Conventional Eld
Beams 2 X7 Uprights 2 X5 Purlin 2 X2 Kick Plate
Car Port:
Insulated r Pan C
Gutter C Fascian Wall: Block n Conventional ❑
Beams X Post X
Patio Cover:
Insulated C Pan n
Gutter ❑ Fasciafl Wall: Block Conventional I
Beams X Post X
Concrete:
Existing L New: 4"Slab E Pier fl Ribbon Footer X PaversE
6" Thickened Edge [—
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.
Engineer: Michael Thompson, MSc, P.E. (PE#47509)
4401 Vineland Road Suite A6, Orlando, FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407-734-1790
1111
sa. ALUMINUM SCREEN
A=uminum 3 Consiru:ctlon Eng nee—=rg, -
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 utilize the more
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Design Codes:
Florida Building Code 2014(5th Edition)
ASCEin
AlDuminum Manual 2010 OFFICE COp
�t
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-120 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.alum in um scree ndes i g n.com
11.11AS DALUMINUM SCREEN DESIGN
111111 A1e:rninurr; 3 Ccrsiraction Eng,nee,rg
Structural Aluminum: I
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminumdesign.
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. OFFICE COPY
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=120 MPH
2 x 2 Chair Rail=6'-0" 2 x 2 Purlins=6'-6" 2 x 2 Wind Brace=4'-3" 2 x 3(0.125)Wind Brace=9'-0"
2 x 3 Chair Rail=8'-6" 2 x 3 Purlins=8'-6" 2 x 3 Wind Brace=6'-9" 2 x 4 Wind Brace=9'-0"
Concrete
Conform to ACI 318,latest edition and ACI 301
Compressive Ultimate Strength(Minimum at 28 days)shall be 3000 psi
Exposed chamfer edges shall be%"
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.
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 DALUMINUM DESIGN
. AiE;flli:3i1m 6. Cons _F=E? Ps.
'F COPS`
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 '/2" x '/."
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.
120 MPH Upright-Pool Cage Enclosures
PRIMARY ROOF MEMBERS-POOL CAGE ENCLOSURES 120
Roof Span Roof Span Upright MPH
p p SIZE Height
*Maximum *Maximum Roof Span 2X4 12'-0"
Beam Spacing Beam Spacing *Maximum Beam 2X5 14'-3"
SIZE =6'-0" =6'-8" Spacing=7-2" 2 X 6 16'-0"
2 X 4 19'-0" 18'-0" 14'-3" 2 X 7 17%9"
2 X 8 18'-9"
2 X 5 24'-6" 23'-3" 20'-3" 2 X 9 19'-9"
2 X 6 28'-6" 27'-1" 24'-3"
2 X 7 30'-3" 29'-3" 28'-0"
2 X 8 36'-9" 35'-9" 35'-6"
2 X 9 39'-0" 37'-11" 37'-6"
2 X 10 43'-6" 42'-2" j 42'-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 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(30 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
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ALUMINUM
SCREEN DESIGN PURLINS ATTACHED TO BEAM W/
2"SMS,PLACE WASHER
UNDER SCREW IN GUSSET CORNER
1"GUTTER STRAP IS ATTACHED 1/16"(ii TSSFT
TO GUTTER WITH#101"&INTO
FASCIA WITH#10 2"PER STRAP
24"O.C.MAX 4"FROM EACH UPRIGHT ; ` #10 SMS 1-1/4 O C.
BEAM TO FASCIA
•
•
SEE GENERAL NOTES • • • •
&DESIGN STANDARD • •
FOR ADDITIONAL • • •
•
INFORMATION(TYP.) • • • •
• • •
• •
SMB "^�,� • •
0 Nor! y rw NOTES •
a 1.GUSSET DIMENSIONS ARE MINIMUM
X 8"ON BOTH SIDE OF BEAM,MAY BE
pew* Q INTERNAL OR EXTERNAL
2.AS BEAM SIZE CHANGES ADD OR
M SUBTRACT TO MAINTAIN A 1-1/4"O.C.
/ Moe, SCREW SPACING
3.GUSSET LENGTH REMAINS CONSTANT,
O WIDTHS CHANGE TO MATCH BEAM SIZE
/16"GUSSET
#10 SMS 1-1/4 O.C.
BEAM IS ATTACHED TO GUTTER W/ J
e •
2X2X1/8"ANGLE&(4)#10 1"PER SIDE
• •
• •
BEAM TO WALL • • • •
r
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Jr . ,
2X2 IS ATTACHED TO STRUCTURE W/ • • • • • •
4"X 1/4"TAPCONS(#10 4"IF TO WOOD
STRUCTURE)6"FROM ENDS 24"O.C. • • • • • •
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• 2X2 ANGLE IS ATTACHED TO BEAM a -n •
WITH(2)#10 1"&INTO BLOCK WITH
2-1/4"X 1/4"TAPCON
171
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT C3 MICHAEL THOMPSON
ALUMINUMSCREENDESIGN ALL TAPCONS SHALTHICKNESS
PROVIDE SOR MINIMUM OF�1 1 8 EOY IS 6005-T5 -13 MBEDMENT DEPTH 4401 VINELAND ROAD
SUITE A6
@YAHOO.COM
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 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATEGORY 1 ]�Q, FL 32811
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 C A#3 093
-----S
ALUMINUM SCREEN DESIGN
SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST SIDE WALL CONNECTION DETAILS WHEN
PURLIN DOESNT HIT POST
2X2 ROOF PURLIN
2X2 EDGE BEAM
2X2 TOP PLATE IS ATTACHED TO 2-1/8"X 1-12"C-CHANNEL
2X2 PURLIN WITH(2)#10 4"THRU C-CHANNEL ATTACHES UPRIGHT TO o
BEAM INTO PURLIN EMBOSS TOP PLATES WITH(4)#101"INTO o
UPRIGHT&(3)#10 1"INTO TOP PLATES -•o
DOOR FULL Z OR ~o
DOOR JAM 1X2 FASTENED TO 2X2 W/#10 2" j
UPRIGHT ATTACHES TO PURLIN W/STANDRD 6"FROM UPRIGHTS 24"O.C. 1X2 ANGLE&(4)#10 1"PER SIDE ._,
2X3 POST OR DOOR JAMB
x
to
02 HINGE DOOR FRONT WALL TO BEAM
n SLOPED PURLIN CONNECTION DETAIL SMB BEAM IS NOTCHED
y OVER UPRIGHT
—30"TO 36"— z PURLIN
z
2X2 INTERNALLY SCREWED
f 2X2 TOP PLATE IS ATTACHED TO THRU BEAM W/(3)#10 2"
2X2 PURLIN WITH(2)#10 4"THRU
BEAM INTO PURLIN EMBOSS 1X2 FASTENED TO 2X2 W/#10 2"
EACH D0012-IS SCREWED INTO UPRIGHTS • 6"FROM UPRIGHTS 24"O.C. °
WITH#10 1"SCREWES 24"O.C. • ' °
1X2 FASTENED TO 2X2 W/#10 2" ° °
6"FROM UPRIGHTS 24"O.C. • (6)#10 1"INTO GUSSET
1-1/2"X 2"X 1-12"X 0.062" PLATE PER SIDE T .
RECEIVER CHANNEL
REMOVE BACK TO FIT OVER
PURLIN PROVIDE(4)#10 X 3/4" pp!
0 PURLIN&UPRIGHT ce C®
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"EMBEDMENT DEPTH SUITE A6
@YAHOO.COM 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 WINDO, FL 32811
SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CATE 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#30930
,ALUMINUM SCREEN DESIGN CABLE DETAIL K BRACING DETAIL
SEE GENERAL NOTES -I i
&DESIGN STANDARD
FOR ADDITIONAL 2X2 K BRACE IS ATTACHED TO
INFORMATION(TYP.) ALUMINUM STRUCTURE WITH
• 2X2"C CHANNEL&(6)#10 1"
NO rillhinOR BLIND SCREWED WITH
.....>,,
(,IR
I I:I (3)#10 2"PER END
4 0 0 0O O O i
0 ° j.
„ COMPRESSION O o ..
1/8"THICK ANGLE BRACKET SLEEVE O 0 ':
ATTACHED TO UPRITE AND G�
GIRT WITH(6)#10 1" ��
ti�
OR
5/16"EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS sii
Hi
COMPRESSION SLEEVE "'
4"X8"X1/8"PLA
EACH CABLE WILL 1/8"STAINLESS WITH#14 X 1"INTO
MEMBER AS
SUPPORT 227.5 SQUARE STEEL CABLE
FEET OF WALL AREA 12'TO 14' 1•60. 1 II ' I P
1
0
SIDE VIEW
COMPRESSION SLEEVE 45 DEGREE
3"A.S.T.M.A-36 STEEL CLIP hamrmuM
WITH 2 2 1/4"XI/4 TAPCONS`
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ANCHORED INTO CONCRETE 3/4"FROM TOP AND BOTTOM CONCRETE
3"A.S.T.M.A-36 STEEL CLIP WITH 2 1-1/2"X1/4"TAPCONS
((2)#10 2"IF TO WOOD DECK)
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE OFFICE ®P
ATTACHMENT MUST BE INSPECI.0 BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED
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
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROAD
ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH SUITE A6
@YAHOO•COM 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 ORL ' ► /0, FL 32811
SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CA -: 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#30939.
,A L U M I N U M SCREEN DESIGN CHAIR RAIL&KICK PLATE DETAIL BLIND CLIP&CAPRI CLIP DETAILS
SIDE WALL DETAIL 2X2 CHAIR RAILS&GIRTS ARE
ATTACHED W/INTERNAL CLIPS
W/(4)#10 1",CAPRI CLIPPED,
1 X2 W/RECIEVING CHANNEL&(6)#10 1" 1.11.111
W/(8)#10 1",OR BLIND
X2 TOP PLATE IS ATTACHED TO 2X2 SCREWED W/ 3 #10 2"
ALL BEAM WITH#10 2"6"FROM
MIEN
WALL
24"O.C.
KICK PLATE IS ATTACHED TO
STRUCTURE WITH#10 1"6"
FROM ENDS 18"O.C.
cPy O (OPTIONAL)
SELF MATING UPRIGHT DETAILS
a4 ZEN r I r
44 0En „,,,'u)
u) UPRIGHT SHALL BE STITCHED
FO z SIDE WALL UPRIGHT CZ x> W/#10 X 1”SELF TAPPING
A 41 6 A a SCREWS 12"O.C.TYP.
¢aNov
w 020¢`O
a nx0
c O
RECIEVING CHANNEL CLIP DETAILS 1X2 INTERNALLY SCREWED
3 F#x- 70 0
THRU 2X2X1/8"ANGLE TO
`� SEE GENERAL NOTES a UPRIGHT W/(2)#10 X
3 :g 1-1/2"FASTEN 1X2 TO
imi-
a &DESIGN STANDARD o� CONCRETE W/3"X 1/4"
u< FOR ADDITIONAL (5"X 1/4"TAPCONS IF THRU PAVERS)
-•3 INFORMATION(TYP.)
(#10 2"IF TO WOOD DECK)
SCREW CONCRETE ANCHOR
6"FROM UPRIGHT 24"O.C. �(2)#10 1"PER SIDE
1X2 BOTTOM PLATE IS ATTACHED 1X2 BOTTOM PLATE IS ATTACHED TO
TO CONCRETE WITH 2-1/4"X 1/4"TAPCONS
(5"X 1/4"IF THRU PAVERS TO FOOTER) UPRIGHTS WITH CAPRI CLIP WITH(4)
(#10 2"IF TO WOOD DECK) #10 1"OR BLIND SCREWED WITH(2) V P
l 6"FROM ENDS 24"O.C. '#10 2"PER SIDE
1 I 1 T MI 2500 PSI
W/FIBERMESH D
ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON
ALUMINUMSCREENDESIGNMETAL IS.046 THICKNESS OR GREATER,ALLIS 65-T5
ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EOMBEDMENT DEPTH 4401 VINELAND ROAD
@YAHOO.COMSUITE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) `DO FL 32811
PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND
SPEEDS OF 120 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 93.6 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C,RISK CA RY 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#3091g