1917 W Sevilla Blvd 2013 screen enclure CONTRACTOR: EXPRESS SUNROOMS WIND SPEED AND EXPOSURE HAVE 04 POST (TYP)
BEEN DETERMINED USING THE ADVANCED (9) POSTS
DESIGN CRITERIA: TECHNOLOGYCOUNCIL'S WEBSITE
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Applicable Codes,Regulations,and Standards AND GOOGLE EARTH.
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l. The 2010 Florida Building Code specifically Chapter 16 31, AT 610, (2)2X10 RIM BEAM (2)2X10 RIM 13EAM
38"HIGH ALUM ROJL 2)(12 PT TREWS X, 0-) tj
Structural Design,Chapter 20 Aluminum,and Chapter 23 W/1.X 1.X 0.". fATrACHED 70 2X12 S7RINGERS 0 k-
Wood. PICKErS AT",MAX (2) SIMPSON TAIOZ PER In
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2.AA ASM 35 and Specifications for Aluminum Structures,Part f 9 0.CS ZU -JK
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I-A of the Aluminum Design Manual prepared by The Is D-4
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Aluminum Association,Inc.Washington,D.C.,2005 Edition cz
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3. ASCE 7-10. 5
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of (2)2X1 (2)2X10 INT BEAM U
Wind Loads 3'-0-
1. Building Occupancy Category,Paragraph 1604.5 and Table
STAIR FRAMING
1604.5: Risk Category 1. 0 d
2.Basic Wind Speed,Table 1609C,State of Florida Debris NOTE, STAIR LOCATION TO 0 PROFESSIONAL SEAL
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Region&Basic Wind Speed,Paragraph 1609.3.1 and Table VERIFIM IN FIELD Iff g
1609.3.1 Equivalent Basic Wind Speed: CONTRACTOR
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VULT=12OMPH VASD:=93MPH. C) ;Z4 LLJ
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3. Exposure Category,Paragraph 1609.4.3: C (2)2XIO RIM BEAM (2)2X10 RIM BEAM 0 W z
4.Screen Roof Enclosure Table 2002.4 a
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-6" 8'-6- (D
Foundation Design -J z
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New Wood Deck-see sheet A-1 for information. z C) a; Zl
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Specifications UJ
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The following specifications are applicable to this project: LLJ
1, Where concrete specifications are required,whether in the LL U.1
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screen enclosure scope or not,by one or more regulatory I= F-
1X2 ATTACH TO WALL
agency,the following specifications are applicable: P 1X2
a.Concrete shall conform to ASTM C94 for the following lX2(TYP) -J
components: 10 C14 C4 20 z
i. Portland Cement Type I,-ASTM C 150 X
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ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 I=
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iii. Air entraining+/-1%-ASTM C 260 2X4 2X3 2X3 2X4 z
iv.Water reducing agent-ASTM C 494 SMEI ro
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v.Clean Potable water LLJ
0 C14
= � X U)M C14 *0 _J 0 UJ
vi. Other admixtures not permitted I I X - IL
C14 X 2 1 =:
04 V) C*4 C14
b.Metal accessories shall conform to: U) 04 C14' ^In U
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04 04 X X Z
i. Reinforcing Bars-ASTM A615,grade 60 2X4 I 2X3 2X3 2X4SMB
ii.Welded wire fabric-ASTM A185 SMB
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c.Concrete slump at discharge chute not less than 3"or LU z K U,
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more than 5". Water added after hatching is not X
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permitted. 0 3 �m
d.Prepare and place concrete per American Concrete X U fzFz
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Institute Manual of Standard Practice,Parts 1,2,and 3 CD
including hot weather recommendations. 8,-0- Ul 06
e.Moist cure or polyethylene curing permitted.
f. Prior to placing concrete,treat the entire subsurface area
for termites in compliance with the FBC. 0
g.Concrete shall be placed over a polyethylene vapor 17'-0"
barrier.
h.All aluminum components embedded within concrete W
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shall be coated with a bituminous paint or epoxy. U)
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2. Aluminum extrusions shall be 6005 T5 Alloy LU 3:
3.Fasteners are required to be SAE Grade 2 or better zinc plated. W 0
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4.All SelfMating Bearn Sections are to be stitched with either
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#14 screws 6"from ends and 24"center to center or#12 screws <
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6"from ends and 12"center to center. A-4 z
5.The minimum nominal thickness ofprotector panels (g t3 > -
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(kickplates)shall be an industry standard ofO.024 inches. C) 2X3 -11 W
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C*4 00 M 04
6.Screened enclosures containing swimming pools shall comply X X 2 0 0, 1.-
with the applicable requirements ofFBC R4101.17 Residential C*4 C14 V) 10
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A-3 0
Swimming Barrier requirements. 20 0 DRAWN BY
7.Screen material shall be 18/14 screen.unless approved by .1 2 !��/3
Suncoast Architecture&Engineering,LLC. co A-- TP
8.Door location shall be determined by contractor in the field. 20 DATE DRAWN
9. When installing pavers over concrete slab or footing which are 08/19/13
1X2
supporting aluminum members,such as continuous screen (TY\P) -4// 20
tracks or upright,the pavers must be bonded to the concrete -REVISION
with an epoxy,thinset,or 3,000 PSI grout to ensure full positive T-
contact with concrete.
10. Design shall be based upon"PINNED"upright analysis SHEET NO:
unless approved by Suncoast Architecture&Engineering,LLC
RoofType
RoofType:TRANSVERSE GABLE 8'-6" 8,-6" A- 1
1V
4"x 4"PT POST
WRAP IN 15#FELT PAPER
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#10 x 2"DECK -Z (-) 0 1,
3000 PSI CONCRETE 3/4"PT PLYWOOD DECK SC EWS @ 12"O.C. (P
CONTRACTOR TO
ENSURE 1500 PSF
COMPACTION OF SOIL (2)ROWS OF 1 6D
NAILS AT 16'O.C. ijj
2X6 PT FLOOR
lo�JOIST @ 24"O.C.
(2)2X6 PT /-SIMPSON
RIM JOIST
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(4)SIMPSON A2.5----
(1) 5 REBAR
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THRU POST— z
TOP&BOTTOM 2X10 PT z
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BEAM EACH SIDE z
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CARRIAGE BOLTS Lu
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24"x 24" PRESERVATIVE TREATED U. >
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4 x 4 WOOD POST
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rD 1'� STANDARD ISOLATED FOOTING DETAIL
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rD--2N)IBEAM TO POST SIDE CONNECTION DETAIL
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3/4"PT PLYWOOD DECK
2X6 FLOOR 3/4"PT PLYWO Cz wgr
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(4)16D NAILS
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(2)1/2"DIA. @ EACH JOIST SIMPSON H-2.5 BRACKETS m <
CARRIAGE BOLTS (3)11"DIA W/(6)EA.114"x 1 Irr LLI
SCREWS @ EACH JOIST 00
CARRIAGE .LTE� L) z
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BEAM -11 LU I z 04
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PRESERVATIVE TREATED m ILL
4 x 4 WOOD POST (2)2 X 10 DRAWN BY
GIRDER TP
L�--�PRESERVATIVE TREATED DATE DRAWN
4 x 4 WOOD POST 08/19/13
REVISION
rD--S�JOIST TO GIRDER CONNECTION DETAIL JOIST TO GIRDER CONNECTION DETAIL SHEEr NO:
�A-2) SCALE:NTS SCALE:NTS
@ A-2
ALUMINUM MEMBERS DIMENSIONS 0
1/8'x 2"x 2"EXTRUDED
HOLLOW SECTIONS ANGLE'5032 H-32 ALLOY EA
2 X 2: 2::x 2"x 0.046"
2 3: x 3"x 0.050" e,
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2 x 4: 2 x 4"x 0.050" WOOD GIRD (" cl�)
2 x 5: 2"x 5"x 0.050" FASTENERS MUST ENGAGE UPRIGHT
SOLID WOOD GIRDER o
PROVIDE FULL DEPTH ty
OPEN BACK SECTIONS INTERMEDIATE
BLOCKING
I x 2: 1"x 2"x o,o4o,, BETWEEN JOISTS AS
I x 3: 1"x 3"x 0.045" REQUIRED TO FULLY ENGAGE
FASTENERS
SNAP SECTIONS 1'x 2"O.R BASE PLATE-TYP
2 x 2 Snap: 2"x 2"x 0.045"
2 x 3 Snap: 2"x 3"x 0.050"
2 x 4 Snap: 2"x 4"x 0.045" EXISTING #
DECK
P ow SEAL 0
RUN
SELF MATING(SMB) FRAMING 2 1/2"x 1/8"x(GIRT OR PU
W DTH-1/2"x BEAM DEPTH
2 x 4 SMB: 2"x 4"x 0.044"x 0.100" OR UPRIGHT DEPTH-W")
ALUM BA LLJ
2x6SMB: 2"x 6"x 0.050"x 0.120" LLJ
2x7SMB: 2"x 7"x 0,057"x 0.120" i-=
2x5SMB: 2"x 5"x 0.050"x 0.100" SIDE VIEW CKING PLATE
2x8SMB: 2"x 8"x 0,072"x 0.124" (D cs
(4)#14 X 3/4-SMS z
2x9SMB: 2"x 9"x 0.072"x 0.124" z m
(2)318"DIA.X 4 ui m
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IN
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LAG SCREW____'�' q 8
2 x 10 SMB: 2"x 10"x 0.092"x 0.398" :7-- _j <
1 \—(4)#10 x 1 1/2"SMS INTO < w
2�x OR 2"x 3" z
MINIMUM FASTENER EDGE DISTANCE:1/2" _j SCREW BOSSES 0 Ln
MINIMUM FASTENER SPACING:3/4" MEMBER 0 z
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I"x 2"BASE PLATE ANCHORED TO LL. >
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DECK WTH 114"LAG SCREW 0
SNAP OR SELF-MATING BEAM cr_
ANCHOR(MIN.2 114"EMBED) ONLY CL
6"MAX EACH SIDE OF POST AND
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24"O.C.MAX 1 6
FRONT VIEW z
rc_'�PURLIN OR GIRT TO BEAM OR POST DETAIL LLJ co
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MEMBER SIZE 2"x SMB BEAM NOTCHED RM 0
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EDGE*C" 0 7D 0:�ffl - =
2X4 Y2" OVER UPRIGHT 2 x 3"PURLIN-NOTCH BOTTOM u z �,-'�; gg
(SEE A-1 FOR SIZE) FLANGE TO OVERLAP UPRIGHT z LLJ
2X5
2 x 3"x 1/8"5032-H32ANGLE EA SIDE "6
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OR
2 x 3"x 0.062"5032-H32 RECEIVNG
FLASHING CHANNEL
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VMD: 0
EAVE RAIL(SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM /),7 T10_x3"WOOD SCREWS,6"
2"x 2"EXTRUSION --N _-�,FROM GIRT&@ 12"O.C.
W/(3)#10 x 1 10 CONC.
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114"x 3"TAPCONS,W U)
1"x 2"x 0.044"OPEN BACK INTERNALY FROM GIRT&@ 24"O.C. L�i LU
SCREW TO UPRIGHT W/(2)#10 x 1 10 un
(3)#12 x 3/4"EACH LEG uj
1"x FASTEN TO EAVE RAIL SMS&FASTEN TO EAVE RAIL W EACH SIDE-SCREWS SHALL K x I 112"INTO W_ 0 Lu
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W/#10 x 1 W.'6"FROM #10 x 1 1/2"SMS SPACED 6"FROM ENGAGE BOTH PURLIN AND z SCREWBOSS > 1: it
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UPRIGHT AND AT 24"O.C. m
#10
UPRIGHT&24"O.C. UPRIGHT
IRED z
(1)1/2"DIA.x 2 10 THRU BOLT NOTCH POST AS REQUI b >
Wl NYLOCK JAM NUT-IN LIEU FOR 2'x 2"EAVE RAIL uj LU
OF NYLOCK JAM NUT,JAM NUT MIN. —UPRIGHT LLJ U) z N
W/THREADLOCKER MAY BE USED _J < C"
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1\-2"x SMI3 UPRIGHT 2"x TOR 2"X 3"HOLLOW <_j
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(SEE A-1 FOR SIZE) SECTION GIRT
INSTALLATION REQUIREMENTS: DRAWN BY
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BOLT Is TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL. 1"x2" TP
DO NO OVER TIGHTEN, PATENT PENDING DATE DRAWN
08/19/13
REVISION
SLOPED PURLIN CONNECTION DETAIL
rD_%PRIGHT TO BEAM CONNECTION SCALE:NTS I X2 TO HOST STRUCTURE DETAIL
SCALE:NTS SCALE:NTS
SHEET NO:
A-3
1"x 2'O.B.FASTENED TO CORNER
POST W/#12 x 1 112"SMS AT 6"FROM
TOP&BOTTOM RAILS.TYPICALLY @
24"O.C.
CORNER POST-\ 1/8"x 2"x 2"EXTRUDED ANGLE 5032 1"x 2"OPEN BACK C) C9 u-
H-32 ALLOY EA CORNER W/(2)#14 x 2" INTERNALLY SCREWED EXISTING HOST WALL 0
SMS INTO POST&(1)3/8'DIA.LAG Z
SCREW INTO WOOD DECK TO BEAM W/(2)#10 x 2*
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(2)#10 x 1 lrZ'SMS 2'x 2*x 1/8"ANGLE
THR U SCREW BOSSES W/(2)#14x3/4'INTO CONCRET
j�IJ_CE U)
BEAM x 2"SELF 114"x 2 114*CONCRETE -7
WOOD TAPPING SCREW INTO SCREWANCHOR,
2114 IN
EMBEDMENT
DECK HEADER 6"FROM END&@ 241,O.C.
FRAMING WOOD-
'S'
114"x 3"LAG SCREWS, '# -p j<
6-FROM END&@ 24"O.0 1/8"S.S.CABLE *'0 t4"Ilk
SIDE VIEW ++ PROF
2-1 46 Z. -*"\ //::::1 114"x 5 5/8"x 1/8" Lu
FLAT BAR cc
CORNER POST W/T'x 2"@ ++ LLI
(4)#14 x 314"SMS BACKSIDE ++ z LL!
INTO POST
MIN 2 IkHES z z
CORNERI
(2)
PROF
3/8"DIA.LAG SCREWx ++ LLI
LENGTH AS REQUIRED w
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FOR 2 114"EMBED LAG SCREW 0 z
INTO WOOD DECK < 0
1 x 2"BASE PLATE .9QNCRETE
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ANCHORED TO DECK WTH 2"x6"SM.j (2)114"x 2 114"CONCRETE 0
114"LAG SCREWANCHOR SCREWANCHOR, — z
(MIN.2 114-EMBED) 6"FROM END&@ 24"O�C. ul) Lu
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6'MAX EACH SIDE OF POST WOOD- (2)3/8' Lu UJI
AND 24"O.C.MAX --6" (2)114"x 3"LAG SCREWS, 18"DIA.x 3" LL
2"x 2"x 1/3"ANGLE W/1 z/ '�2X RIM JOIST OR > t:
&4 6"FROM END&@D 24"O.0 LAG SCREWS PERIMETER BEAMS 0 LLI a:
(6)#14 x 3/4"INTO BEAM cc 9
FRONT VIEW CL V)
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rG--�BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
��-4 SCALE:NTS H-1 CABLE Cr)KItIr-rTlnKfC A�
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A-4 SCALE:NTS LLI u
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1/8"x 2"x 2"EXTRUDED u (D :) III t
ANGLE 5032 H-32 ALLOY w Z
2"x 2"DJ <
WOOD GIRDER
FASTENERS MUST ENGAGE LU z
SOLID WOOD GI v) LAJ lz M
RDER (4)#14 x 314"SMS < z I Cd
PROVIDE FULL DEPTH 0 0 INTO Di z
INTERMEDIATE BLOCKING 0
1"x 2"O.B.BASE u
BETWEEN JOISTS AS REQUIRED z
TO FULLY ENGAGE FASTENERS PLATE-TYP z ED
5032-1-132 EXTERNAL
w 6 -77 E
RECEIVING CHANNEL 06
/-FULL HT OF BRACE (9)#14 x 3/4 SMS V)
W/(2)#12 EACH FACE
i Jl WOOD 0
DECK 1/8"PLATE ON 45*ANGLE 0
FRAMING
SIDE VIEW w
3/8"DIA.LAG SCREW x (3)#12 sms
LENGTH AS REQUIRED INTO EAVE RAIL LLJ 0
FOR 2 114"EMBED LAG a —————— I= 0 w
SCREW INTO WOOD DECK > m
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2"x 2"Di ROOF BRACING CONNECTION DETAIL EYE BOLT FOR CABLE TENSION <
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5032-H32 EXTERNAL -i <04
0
§CABLE C
1-.'.2-.2..EXTRUDEE
ANGLE 5.2 H_2 ALLO'
.GRDE'
FASTENERS MUST ENGAGE
*FU F
LL HT 0
W,(2)#12 E
Woo
DEC
M
*FIA IN("'
)# 2'MS
10 FAVE RAIL
RECEIVING CHANNEL
FULL HT OF BRACE--,, 0 Y)
1"x 2"BASE PLATE W/(2)#12 EACH FACE N�ll PERIMETER FRAMING—- m - <LL
ANCHORED TO DECK WITH I DRA N BY
i/4"LAGSCREWANCHOR
(MIN.2 114"EMBED) 0 TP
6"MAX EACH SIDE OF POST DATE DRAWN
AND 24"O.C.MAX FRONT VIEW p)#12 SMS 08/19/13
INTOFAVERAILX
REVISION
-A -
(DDOOR JAMB TSO ln� -
'MOOD DECK DETAIL �BCIN�GD�TAIL
'T' L SHEET NO:
A-4--j