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KANSA.i MISSOUR l R(INI/\
t -' SNE NTUO Y I(IGIIA
Query Date:TUE Mar ZO 2018 - OKIAHOMAMa6'*'+ TENNE99E NORTH
Latitude:27.5566 ANSA caouH
Longitude:-80.4763 o pN Is-"
3s CARO INA 9
ASCE 7-10 Windspeeds rrxAs t o
(3-sec peak gust in mph'): r o,
hlouaton
Risk Category I: 143
Risk Category If:155 t
Risk Category III-IV: 165 exlco
MRI"10-Year:86
t:utra
MRI"25-Year:105 W.—Cay Domm—
MRI"50-Year: 117 • +, a.p bhp
MRI'"100-Year:128 10tat, Sl'
ASCE 7-05 Windspeed: H—dur,, ` conbb,_s•-,,
131 (3-sec peak gust in mph) Gole N—rag—
ASCE 7-93 Windspeed: q Map d;VA,6918 Google,INEGi
99(fastest mile in mph)
'Miles per hour
"Mean Recurrence Interval
Users should consult with local building officials
to detemdne if there are community-specific wind speed
requirements that govem.
rIPrint your results
WINDSPEED WEBSITE DISCLAIMER
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not
be used or relied upon for any specific application without competent examination and verification of its
accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the
use of this information replace the sound judgment of such competent professionals, having experience and
knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in
interpreting and applying the results of the windspeed report provided by this website. Users of the information
from this website assume all liability arising from such use. Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sponsored by the ATC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City.California 94065•(650)595-1542
http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=10&dec... 3/20/2018
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-coNTRAcI'ow The Porch Factory,LLC
DESIGN CRITERIA: \"x��� 1/'
Applicable Applicable Coder,Reanistlou,and Standard, ,.
L The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural Design,Chapter 20 `� ,• V�f
Aluminum,and Chapter 23 Wood.
2,AA ASM 35 and AA ADMI Specifications for Aluminum Structures,Pan I-A of the A]un inum
Design Manual prepared by The Aluminum Association and the AAF Guide to Aluminum :h O •'J s
Construction in High Wind Areas. _a:w
3.ASCE 7-10. •U
Loading Criteria '
I.Wind Load: •'G(`�-
L 1. Building Occupancy Category,Section 1604.5 and Table 1604.5:Risk Cateoory 1.
1.2. Basic d Speed,ed,Fi ure 1609.3 ,State of Florida Debris Region&Buie Wind S �� �`�•
a 3 B () 8a peed,Section
1609.3.1 end Table 1609.3.1 Equivalent Buie Wind Speed:Vu<r-150 MPH.Vara a 116 MPH / t
1.3. Exposure Category,Section 1609.4.3:Exposure C
IA. Screen Enclosure Section 2002.4
2.Building Category for Aluminum Structures,Section 2002.6:Category Type 1-Acrylic Room: A-2 ❑
Non-Habitable.
I.e.ditiooed
O
Roof Type p rs1 w
1.R.f Type:EXISTING 1X2 11 i a
2.Rnof Material:EXISTING a 4 r pe LL
•--kN N
EFa:ulapridongtiop Design n rz_______--- ii nwQc R i_
caocrete CC
slab.No,d 1.1 1 cwcrete footing or slab b required to resist the loads impoacd w w
mon the existing slab by the oroposed comtrucNon if the existip¢sisb la a minimum of 4"thick apd EXISTING CC c-
in
F f 2
In sound condition,free fro.structural cruklog,spilling,or other deterioration. 2X3 =i COVERED '' f 9 p
Soecifrcations pp PATIO y = ZO a
The following specifications are applicable to this project: •i KV �,� F tr G
L All work shall be in accordance with the 6th Edition(2017)Florida Building Code,and any other � N `3
applieable local codes and regulations. I ----- %e
> g
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no manufacturer <
substitution u acceptable without the specific written,signed and sealed authorization ofSuncoast
Aluminum Engineering,LLC. 1X2 .�
3.Screen Material:Design hued on 18/14 or 2020 Better View.Any other material must be approved. J^ d
4.Fasteners art required m be corrosion resistant,minimum SAE Grade 2 or better zinc plated to ASTM j a
8633,or costed stainless steel series"300",or uncoated stainless steel series"400".. B'—3'
5.All Self Mating Beam Sections are in be stitched with either 814 screws 6"from ends and 24"center to
center or M 12 screws 6"from ends and I2"center to center B—5" 9-4"
6.Door locution shall be determined by contractor in the field. Q W
7.Where concrete specifications are required,whether in the screen enclosure scope or not,by one or d LU N
more regulatory agency,the following specifications are applicable: V
a.Concrete shall conform to ASTM C94 for the following components: - n-2
i.Portland Cement Type 1;ASTM C 150
it.Aggregates-Large Aggregate 3/4"max-ASTM C 33 F
iii. Air entraining+/-1%-ASTM C260 q
iv.Water reducing agent-ASTM C 494 1X2 1 X 2 1X2 L 1X2
v.Clean Pouble water
vi. Other admixtures not permitted
b.Metal aaessories shall conform to: N M N M N
i.Reinforcing Ben-ASTM A6I5,grade 60 X x x X x
u.Welded wire fabric-ASTM A185 j N N 3
c.Concrete slump at discharge chute not less than 3"or more than 5".Water added after batching j
is rat permitted. all 0 D D A-2 OSA ~
d.Prepare and lace concrete Of
pare p per American Concrete Institute Manuel of Standard Practice,Parts I X X W D
1,2,and 3 including hot weather recommendations. N 2X3 N N 2X3 2X3 re OU
e.Moistrt caor polyethylene curing permitted. u O w $
f Prior to placing concrete,treat the entire subsurface area for termites in compliance with the Q w ur U
g.FBC.
Concrete shall be placed over a polyethylene vapor bamer. �j 0=w
It.All aluminum components embedded within concrete shall be coated with a bituminous paint or '1s rn a
poq
8.All lumber and plywood shall have grade marks and treatment identification and Shill conform to the 24" INSULATED - o O 0
following: KICKPLATE (TYP) n_3 "-2 Q. n m a a
a.Framing lumber shall be minimum no.2 southern yellow pine and have a maximum moisture
content of 15%. B-5" 4�—B" 4'—B" DRAWN BY
b.Pressure treatments shall be osmosalts,osmose k-33,womansalts or ccicure,as rewmmended KK
for the use condition.Pressure heated lumber shill be impregnated with a wa salt treatment in DATE DRAWN
accordance with Is.tt-w-571 and hear the American Wood Preservatives Institute quality mark ACRYLIC WINDOWS SHALL BE 04/07/18
,P-2 REMOVED ® WIND SPEEDS IN
c.Waall rc l Sheathing:APA rated Sheathing,thickness as indicated,Exposure 1. REVISION
d.Aluminum members that auncoated shall be separated from PT lumber by 308 felt paper,10 EXCESS OF 75 MPH W/3 , E
milpolyethylene sheet or equivalent material. SECOND GUST
9.Contractor shall provide Florida Product Approval information as to the exact window being influed
for this project,including manufacturers specifications,and installation methods for anchoring the
submitted windows to Aluminum members and specific sizes as indicated on A-1.
srirrT rva.
10. Contractor shall provide any additional backing and enchon as required by the window
mapufactmers recommended procedures. A
11, All Bashing and weatherproofing shell be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and ,/--1`
en ineerin fee.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS tre'.r.rEXTRUDED �```��)111'd`33;X/
2x2:2"x 2"z 0046' ANGLE 5052 H-32 ALLOY EA ���V •/%�I///��i
2x3:2"x3"x0.050" SIDE W(4)•14.3N'8M9 UPRIGHT •• j
2x4:2"X4x0050" INTO UPRIGHT - .•/y
2 z 5:2"X 5"x 0.050" �•6lJ�
OPEN BACK SECTIONS I `a•Z o •:a-
1x2:1x2"x0040" • • V
I x 3: 1"x 3"x 0.045" o
• • CONC.HEADER: N•, Z N
1".2"O.B.BASE PLATE-TYP 114"x3"CONCRETE
SNAP SECTIONS J•'• ',e" • itw• SCREWANCHORa24"O.Q
2x2Sup:2'x2"x0.045" • ^"�"^• WORD HEADER: �i�0•' `•/
2x3Smp:2x3"x0.050" 2"�.. t10x7W0008CR191R1 �iA y�•" •..-••O�V`�
2.4 S-p:2'x4"x0.045" ''1.' MIN SG MIN EDGE DISTANCE FROM X17 Q0. A�2 P� 3x
SLAB I FOOTING� EXTERIOR OF COLUMN TO / 5
SELF MATING(SMB) SEEPLAN ~� OUTSIDE EDGE OF SLAB dR'OFE BIONAL`9EAL
2x4SIMB:2"x4"x 0.044"x 0.100" SIDE VIEW
2 x5 SMB:2"x5"x 0.050"x 0.100"
2 x6 SMB:2"x6"x 0.050'x 0.120"
2 x7 SMB:2"x7"x0.O5Tx0.120" =H.10Wl
2x8SMB:2"x8"x 0.072"x 0.124" (1)3IB"DIA CONCRETE O La✓ LJ �_
2x9SMB:2"x9"%0.072"x0.124" SCREW ANCHORS U : a
(2 1l!'DOND.EMBED) (4)W 4.314"SMS W
2%10 SMB:
2"X 10"%0.092"x 0.798" INTO UPRIGHT
SECTION LL 1 1 W
MINIMUM FASTENER EDGE DISTANCE:!2'
MINOrf1JM FASTENER SPACING.3/4" - - WOOD. O Q�
-: /10.3"WOOD SCREWS w p F I
®trot.
CONCRETE SCREW ANCHOR: 4 • 1'.Y'BASE PLATE ANCHORED TO CONC: W x O z 3
SB�SON TTfEN HD OR EQUIVALENT ." • CONCWw"CONCRETE SCREW 11C Du.W CONCRETE < I
SHEET
METAL SCREWS(SMS): •:--,��' ANCHOR(MIN.1114"EMBED) SCREW ANCHOR 4824"OG Ut O Z 7
ITW/BUQ.DEX OR EQUIVALENT S8L118/FOOldO .S d e - .16 6 MAX EACH SIDE OF POST AND Z S O
" 24"O.C.MAX i".2"HOLLOW W
PFB:PORCH FACTORY BEAM FRONT VIEW SECTION
EXISTING HOST l Q
7
B UPRIGHT TO CONCRETE DETAIL A-2 1X2 TO HEADER DETAIL J
A-Z SCALE NTB
z
KICK PLATE NOTES. U Z
1. 0.024 ALUM 71
2. SCREW ALL CORNERS .�-C7
3. 1008-1208 WINO ZONES
USE•8.6/ff'SM3012"O.C. Vf W TJ G
4. 120 C-140 8 WIND ZONES
USE•".5/B'BMB Q&-O.C.
S. 140 C-150 0 MND ZONES 3
USEb.5I8-SMS®B'O.C.
". ISO C d ABOVE WIND 20NEE
USE W 2.5M"SMS Q T O.C.
WOOD HEADER T. SCREW GIRT,BOTTOM RAIL
(1)N'•3"LAG SCREW INTO HEADER d BOTH SIDES '
CONCRETE HEADER: B. MAX KICK PLATE HT a 36' ;
(1)M"DIA.rCONCRETE SCREW 1 /1043'WOOD SCREWS,B" 1--
ANCHORINTOHEADER OPDON 2:
0040'.1 1/"".2".1 16' FROM GIRT d®12-O.C.
OPTION 1: INTERNAL OR EXTERNAL 1/�1 DIA.3'CONCRETE O
ALUM RECEIVING CHANNEL
2'.7'.IlW ALUM ANGLE W/(3)V 314"INTO SCREW ANCHORS" �� U
W(4)010 x 5A5"EACH SIOE GIRT EACH FACE d(3) I FROM GIRTd024.O.L. < xz
N10.314"INTO UPRIGHT SCREW BOSS(4)010.11 IMO Q W O U
I HEM= - .- _ --- C ZO I K
-I W Zai
-I In!--OI
- ; I
V x 7'HOLLOW
SECTION 1".7'W H0.2"SMS-B' CHAIR RAIL MEMBER 4L N N LL LL
EACH SIDE OF POST
AND 24"0.C.MAX I uvalcHr 2'.HOLLOW , DRAWN BY
I SECTION GIRT KK
2".2".0.125"ALUM ANGLE W
DATE DRAWN
(I)•14.314"SMS INTO UPRIGHT
� 1•x T �107/1 8
UPRIGHT-/"'/
PRIGHT REVISION
c-, 1X2 TO HOST STRUCTURE DETAIL ��:
B'2 POST TO HEADER DETAIL C GIRT TO POST DETAIL A_2 SCALE.NTS
A_2 SCALE.NTS A_2 SCALE NTS
/1 G A-2
V.
a Z * < 'Z=
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1/B'x r x r EXTRUDED
ANGLE 506]Hal ALLOY (4)n4A W BMB .n W:J 2
Km W
'xw
SLAB/FOOTING it
SEE PLAN
x O
U
SIDE VIEW LU
4Z
Lu L)
}}-- z0Of k
U 0zLu 3
(1)J/6'DIA CONCRETE I PRIGHT a
SCREWANCHOR3 0 O v�.
(71/4"CONC.EMBED) PRE'HUNG 1Z Ne Ort O J
DOORJAMB d N<O LL LL
DRAWN BY
KK
i. 7 DATE DRAWN
1",r BASE PLATE t '
ANCHORED TO CONC W 1/4" Y f 0"7/18
CONCRETE SCREWANCHOR r r
(MIN.11/4"EMBED) •41•' 4
EACH SIDE OF POST Z
AND 74'O.C.MAX
FRONT VIEW
DJ-1 PRI HT T
A-3 DOOR LOCATION DETAB
SCALE:fm