HomeMy WebLinkAboutEngineering CONTRACTOR:The Porch Factory,LLC. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
Applicable Codes,Regulations,and Standards TECHNOLOGY COUNCIL'S WEBSITE Gp.........
AND GOOGLE EARTH.
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 ` •;/��
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. U m
2.AA ASM 35 and Specifications for Aluminum Structures,Pact I-A of the 2 0
Aluminum Design Manual prepared by The Aluminum Association.Inc. �� '`, JUIV _ 'S J
Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in p� 'fo�(s 3 ,Z ti
. high wind areas,2010. �.• �••q„)
3.ASCE 7-10.
Wind Loads iii lr•�""•.. .....• � ���
1.Building Occupancy Category,Paragraph 16045 and Table 1604.5: ��p
RiskCotegorvl. pthlse � morass snt
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2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic �j fp
Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind f7�j LU
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Speed:Vtaa•=150MPH, sm
VA =_16MPH _ w O
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3.Exposure Category,Paragraph 1609.43: Exposure D -
4.Building Category for Aluminum Structures,Paragraph 20D2.6:BuildingZ w
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Cateeory 1-Screen Fill:Non-Habitable.Unconditioned tj w
Roof Type ¢
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I.Rcof Type:EXISTING ..� X 1X2 x ZO O;• y
2.Roof Material:EXISTING 2X2DJ N !Q Z= ¢d
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Foundation Design I - x LL u+
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Existing concrete.No additional concrete footing or slab is required to M p-9 2XDJ O O a i
resist the loads imposed upon the existing slab by the proposed I COVERED PATIO a 9
construction if the existing slab is a minimum of4"thick and in sound 2XSPB
condition,free from structural cracking,sculling,or other deterioration. .. t ..
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Specifications `r
The following specifications are applicable to this project: .I 1X2
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1.All work shall be in accordance with the 5th Edition(2014)Florida Building 's
Code,and any other applicable local codes and regulations. +'--8'-6" +�
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues, I k
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no manufacturer substitution is acceptable without the specific written, 15'-6"
signed and sealed authorization of Suncoast Aluminum Engineering,LLC. J
3.Screen Material:Design based on 18/14or 2020 Better View.Any other
erial must be approved. FQ t
mat
4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or w >a
better zinc plated to ASTM B633,or coated stainless steel series"300,or p-2 p-2 o w 0
uncoated stainless steel series"400". U
' 5.AB Self Mating Beam Sections aro to be stitched with either#14 screws 6' Z t7 3
from ends and 24"center to center or#12 screws 6"from ends and 12" 1X2 1X2 N W �'�
center to eater.
6.Where concrete specifications are required,whether in the screen enclosure M
scope or not,by one or more regulatory agency,the following specifications N d N
are applicable: X x
a Concrete shall conform to ASTM C94 for the fo0owing components: I AX3
i.Portland Cement Type 1,-ASTM C 150 ¢t iDiL Aggregates-Large Aggregate 3/4"max-ASTM C 33iii. Airentmiaing+/-l%-ASTMC260 2X3 t 2 e
iv.Water reducing agent-ASTM C494 Q m "a
v.Clean Potable water _
vL Other admixtures not permittedm `c
b.Metal accessories shall conform to: Fa w 0i.Reinforcing Bars-ASTM A615,grade 60 18" ALUMINUMG o w
ii .Welded wire fabric-ASTMA185 KICKPLATE(TYP) A-2 w 5 O F m
in
c.Concrete slump at discharge chute not less than 3"or more than 5". 7`-9" 7-9" O m
Water added after batching is not permitted. Z;0�+
d.Prepare and place concrete per American Concrete Institute Manual
of Standard Practice,Parts 1,2,and 3 including hot weather DRAWN BY
recommendatiops. TP
e.Moist cure or polyethylene curing permitted.
DATE DRAWN
L Prior to placing concrete,treat the entire subsurface ea for termites
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in compliance with the FBC. 06/15/16
g.Concrete shelf be placed over a polyethylene vapor barrier. REVISION
h.All aluminum components embedded within concrete shall be coated
with a bituminous paint or epoxy. -
7.All flashing and weatherproofing shall be provided by the contractor.
8-
Door location shall be determined by contractor in the field. sxasr NO.
9.Use of these plans acknowledges and accepts a limit of Eability not to exceed
design and engineering fee. A�
ALUMDYUM MEMBERS DIMENSIONS 1
HOLLOW SECTIONS 10Tx Y xr EXTRUDED ;� G
AN
5052 H-32 ALLOY EA /
2 x 2:2"x 2"x 0.046" SIDE Wf(4)H4 x 3/4°SMS
2 X3:2'x3"x0.050" INTO UPRIGHT UPRIGHT •• ;/L
2X4:2"x4"x0.050" - �•'Oj
2x5:2"x5"x0.050" _ �,--
N HACKSECITONS - x N Z L) ZO
To.-N2:1"x 2"x 0.040"
1X3:1"%3"x0.095" N CONC.HEADER: �'7•. Q`
1'xTO.B.BASE PLATE-TYP
i Y•'•
1!4'x 3'CONCRETE
a;' Iwxe SCREWANCHOR 2PO.C. `l
SNAP SECTIONS `.: 14xo'Ioxa�4.®EnxExr ® i S•°•..°....•
WDo HEADER EXISTING
2 x2 snap:2"x2"x 0.045" •• 2" #tox3'WOODSCREWS ,'�
i
2 x 3 Smp:2"x3"x0.050" '•• 5d MIN EDGE DISTANCEFROM HFAOER
F• •MIN' x ®1ro.c. i
2x45mp:2"x4"x0.045" SLAB I OUTERIOR OF SIDE LUMN
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• SEE PIAN "4. ' '• OUTSIDE EDGE OF SLAB _ _ PROFE IONLL SEAL
SELF MATING(Steffi)
2x45MB:2"x4"x0.O44"x0.100" SIDE VIEW W
2 x 5 SMB:2"x5 x 0.050"x 0.100"
W
2x6SMB:2"x6"x0.050"x0.120" I Z Ui
2X7SNM:2"x7"x O.057"x0.120" I a c
_ 2xS Sb1B:2"x8"x0.OT1"x0.124" (1)3IB'DIA CONCRETE - - ------ l7 _
2x9SMB:2"x9"10.072"x0.124" SCREWANCHORS (4)014 x SIC SMS -- - Z Q
(2114'CONIC.EMBED) W ()t
INTO UPRIGHT 1'xY HOLLOW ��3$
2 x 10 SMB:2"x 10"x 0.092"x 0.795" � Q
SECDON
MINIMUM FASTENER EDGE DISTANCE:IR" _ _ _ —_ _ wDOD: O p 0
MINIMUM FASTENER SPACING:314' - - - #1ox 3-WOOD SCREWS N 2
CONCRETE SCREW ANCHOR: •4 4917 o.C, y)
•. 1•xr BASE PLATE ANCHORED TO CONIC: Utl
SIhffSON TDEN HD OR EQUIVALENT �' ••" •• �• CONIC Wi 114'CONCRETE SCREW 114°OIAx3'CONCRETE L+• lLo
SHEET METAL SCREWS(SMS): •,.d ANCHOR(MIN.11/4"EMBED) SCREWANCHOR4a24'O.C. O 7
SLAB/FOOTING •5 :d:• 6-MAX
EACH SIDE OF POSTANO a
TTW lBUH.DEX OR EQUNALENT SEE PLAN '••• d'"a 24'O.C.MAX 1'x 2'HOUAW
FRONT VIEW SECTION
EXISTING MOST B:
X12"x 4"OR LARGER UPRIGHT TO CONCRETE DETAIL 6-1")M- TO HEADER DETAIL
A-2 SCALE:NTS - A-2 SCALE:NTS
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KICKPLATENOTES: La.Z_ $
_ 1. 0.024ALUM '^L
2. LI
SCREWALL CORNERS a UI
3. 1000-20 B WIND ZONES W
USE#B x 5W SMS®1T O.C. 1155
4. 120 C-1400 WIND ZONE8 OZFCC o
USE 08x SW SMS®e"O.C. Z
S. 140C-ISOBWINDZONES Z
USE#8x 57 SMS®6.O.C. N)W:3 F G
6. ISO C&ABOVE WIND ZONES
USE 012 x SIB'SMS®S'O.C.
WOOD HEADER 7 880TH SIDESBOTTOM RAIL
(1)3B'x 3"UG SCREWINTO HEADER B. MAX KICK PLATE HT-3S' 3
CONCRETE HEADER
(1)3/8"D6l x 3'CONCRETE SCREW I I OPTION 2
ANCHOR INTO HEADER 0.040•x 1118'x rx 1118' I 1110 x 3'WOOD SCREM,6" V)
INTERNAL OR EXTERNAL FROM GIRT&®1T O.C.
OPTION I: ALUM RECENINGCHANNEL u
M4H.ER
T x r x I Ir ALUM ANGLE �W/(3 N10x3IPINTO CONIC:Wl(4)N70xSWEACHSIDE ) 1/4"DIA xrCONCflETELU
GIRT EACH FACE&(3) SCREWANCHOR,S' 0 pp
G I 010x3/4"INTO UPRIGHT FROM GIRT&®24.O.C. 0 U)W I ----- ----- I (4)010111?IMO a W U
SCREW BOSS I«-JJcc
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1'xTHOLLOWCHAIR RAIL MEMBER I I I Q rn O J
SECTION 1'x7 W7/101 r6Ms-6' - - --
MAX EACH SIDE OF POST Y x PATIO Ll U W LL LL
AND 24.O.C.MAX I E%TRUSION
DRAWN BY
rx T x 017SALUM ANGLE W/ Y x HOLLOW Tp
(4)#14x3/4"$MS INTO UPRIGHT ISECTION GIRT
� DATE DRAWN
UPRIGM 1•x r 06/15/16
REVISION
SHEET NO:
-2 POST TO HEADER DETAIL A GIRT TO POST DEPAIL C-� 1X2 TO HOST STRUCTURE DETAIL
A-2 sc"NTS SCALE MS
-2 A-2
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SLAB tFODTlN6
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SEE PIAN f
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(t)218'DIA CONCRETE [�}.
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(21,4•CONC.EMBEDS
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DRAWN BY
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VxrSASEPLATE •t
ANCHORED TOCONCYW11 r' .'je�. DATE DRAWN
CONCRETE SO
NEWANCHOR ..
(MIN. 1/4-EMBED)
a !. ,.A. 06/15/16
S'MAX EACH SIDE OFPOST 4• '•�' REVISION
AND 24.O.C.MAX
FRONT VIEW
SHEETNO:
D.J-1 00011 JAMB TO CONCRETE DETAIL
A 3 SCALE:NTS A ///����r'l