HomeMy WebLinkAboutPORCH PLANSDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT- 150 MPH
3. Exposure Category, Paragraph 1609.4.3: C
Applicable Codes, Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether In the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
I.I. Concrete shall conform to ASTM C94 for following components:
I.I.I. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3W max - ASTM C 33
1.1.3. Air entraining +/-1 %- ASTM C 260
1.1.4. Water reducing agent -ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded were fabric -ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
IA. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendations
I.S. Moist cure or polyethylene wring required.
I.B. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM Cl 116 is an acceptable attemative to
6X6 WlANVIA WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM 8633, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or 912 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501A7 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When insta0ing pavers over concrete slab or tooting which are supporting
aluminum members, such as continuous wean tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
B. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limb of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: New 8"x8" (1 #5 bar Cont.) Ribbon Footing
Concrete shall be a minimum 2,500 psi. Reber 31" lap splice. Use 3" chairs. Per current
edition of the Florida Building Code, Residential, Section 401 A.I. soils testing is not
required for design using the presumptive bearing pressure of 1,500 psf.
Root Type Screen Size
Composite 18/14
HOLEOWSECTIONs
6ELF ILNTNo BEAM MMEn
2.2 Y.r10.W
2x46MB:
Yia•xO.O xGAW
2.3: r.7.0.05T
2.SsM&
r.5•x0-0SP.O.0W
2x4: Yx4•t0A5C
2.06M&
riC.0.05Y90.12V
2.s, r.r.0.05M
2.75Ma:
2RrXOMrx0.12P
OPEN BACK SECTIONS
2xO6NB'.
2ie6MB:
zie•xo.OTY. o.124•
rx YxsoY xo. 24•
1.3, 1'.3'i0.04r
unep: z.rxu.wa- I CONCRETE SCREWANCHOR: 6HEETMATELSCREWS (SMS):
2.36naD: Ya3'.B.OSP 6WPSONTITEN HO OR EwINF w MVB00➢Ex OREOt WN RT
2i 46nep: Yx4'i B.WS
NOTE: THIS DRAWINOiIAOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE ATSLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
HOST
I FASCMATTACHMENr ROOFOVERRANG
I
I
I w
d R-
I I
I
I 5.75 PFB END BEAM
"1 L - - ---- - - - - - - - - -- /�
____ __-_ \ _
19, 6n
<
cis
4�
.
a a
d •,
e �
w
0
a
•.
<
w
Drap n ro,o¢g 4®,
ray¢ ropaR
NO Es
1. O>XCISIE SL1a 51wL @ 06TIgm OHLT ON COrPl,C1EO. VEIL CRWEO gFw1 Y,
xPm EMIW DE TIE uUm Er0Ow0 WO[. RES[dmLL. SEOIQI 4w.1.1. 1. Sr6mL91E5RrA
s Wr Rf31uHCD1NE nES10PIhE ePR®WE K 1.400 p5E'.
>.4'Glgi'IC gEUL w aE prmPrgoESpH r Atmg Arcpumr mraBlm=lm m rR]O,2 Au vms N ago:
wOR Np ,1PD 1mrt.
I RtaN sxuL waE 31- UP A 3r ua sw¢ usE a• gwg To MVNEw r ariRwxc rRw TIE SOc
RIBBON FOOTING
3' 0.024" ALUM. SKIN 1-LB EPS
FOAM CORE PANELS.
(FL#12225.1)
SCANNED
BY
St. Lucie County
d
u
C
O�O
V co
0 tM
LL o
N
E X 'r-
N_ IL
V C N
L y CL
o�f{3 OR p 0) rn
�Ma
tAc to
G01DS G( E c000 ~ i
S'�a L eocc
�� SHEET
9 - a3�3
I
3' X 0.082 ALUM
RECEMNG CHANNEL W/
012X WVTOPAND
BOTTOM AS END CAP
(2) 3I8' DIA THRU BOLTS
IF SCREEN WALL BENEATH
COMPOSITE ROOF, V x 2•
W/ (2) 010 x 2-SMS INTO
SCREW BOSSES INTO
UPRIGHT 8 (1) C14 X2' SMS
S° FROM EACH SIDE OF
UPRIGHT S 0 24° O.C.
NOTCH UPRIGHTOR PCST-
TO ACCEPT BEAM. SEE
PUN SHEET FOR MEMBER
INFORMATION
ma"AT MWI
COMPOSITE ROOF TO BEAM
2 SCALE:NTS
2 M>I/V ANGLE EA
(1) IW DIA THRU SOLT WITH
810E
NYLOCK JAM NUT (JAM NUT WITH
THREADLOCKER MY BE USED, IN
UEU). DO NOTOVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT,
O FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) 914 x W4' SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUMCONCRETE
EMBEDMENT.
ZO
0
nm�
••
NWD
TOP VIEW
SIDE VIEW AT INTERMEDIATE
FOUNDATION PER PUN
UPRIGHT PER PLAN
(1) WB° DIA CONCRETE
1n O.B. ANCHORED TO CONCRETE
SCREWANCHORS IWO
WRH 1/4° DIA. CONCRETE SCREW
EACH LEG
ANCHOR 024' O.C. MAX
(4) 014 x 314° SMS INTO POST -�
FORCORNERCONNECTION
FASTEN 1X2 WITH 912 x W4'
SMS (j 24' O.C.
4-SMS IN
UPRIGHT.
OF UPRIGHT)
BEAM, SEE PLAN SHEET
FOR MEMBER
INFORMATION
e
? 01X2I ® 17F- UPRIGHT
• a ' a , r I (4) 014 x 2'SMS THRU 1X
INTO POST TOP VIEW
FRONT VIEW AT CORNER
tV)
UPRIGHT TO FOUNDATION CONNECTION SCALE: NTS
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
914X W4' SMS 0 B' O.C. TOP AND BOTTOM
W/ 1-12° DIA. NEOPRENE WASHER 0 TOP
SCREW ONLY
(2)1/4' DIA. X Y LAG SCREWS 0
COMPOSITE
RECEIVINGCH
CR-1 COMPOSITE ROOF TO HOST
2 SCALE:NTS
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUTFASCIA
(2)1/4'x 3' UG SCREWS, V
FROM END S @ IV O.C.
CONO.
(2)1/4' DIA. x2 1/4-
CONCRETE
SCREW ANCHOR, V
FROM END B 0IV O.C.
(4) C10 x 1-M2' SMS INTO
SCREW BOSSES (TYP)
SELF -MATING BEAM A--N�
ONLY
WOOD:-
910 x W WOOD SCREWS 08' FROM
ENDS S 12- D.C.
CONC.
1/4°DIA. x 3-CONCRETE SCREW
ANCHOR 0 B°FROM ENDS S 24° O.C.
Yx 2' x 1/8-ANGM WITH (2) DID x
W4' SMS IN EACH FLANGE, EACH
SIDE(TYP)
T PURUNIGIRT/CHAIRRAIL
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
�740�0�0
6
l8' x 2' x 2' ANGLE WITH
(4) 014 x XP SMS INTO
00 POST
00
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHORMINIMUM L0/
CONCRETE EMBEDMENT d
O
z
9.
.. ZD N m
4 sw LL
.. ..' 3 v
a .x E�
/. 0
.N LL
SIDE VIEW •e ai
PER PUN
L H a�
CONC ,ANCHOREDTO
O d 0)
ANCHOR(MIN. 1.114°OL1. w 9 N d
ANCHOR (MIN. D.C.1.� 9 LO tx
EMBED) 024'.C. Q U) O
LL
rrotl
g� N
4) 014 x W4'SMS INTO
POST d
cove �//®1) WWOLA. CONC. � c011'N
ANCHOR EMBED MIN. Sn
socc2AW
e
OOTING.SEE PUN FOR
FRONT VIEW DETAILS
® SHEET
DJ-1 DOOR JAMB CONNECTION
2 SCALE: NTS
4