1805 SEVILLA BLVD - DESIGN CONTRACTOR: EXPRESS SUNROOMS WIND SPEED AND EXPOSURE HAVE
DESIGN CRITEM:EIZIA: - --® BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE \
Applicable Codes Regulations,and Standards AND GOOGLE EARTH. 3a �)
1.The 2010 Florida Building Code.specifically Chapter 16 Structural Design,Chapter 20 Ali minurn,and t
Chapter 23 Wood.
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2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the Aluminum Desi Manual {' C ' � 1
prepared by The Aluminum Association,Inc.Washington,D.C.,2005 Edition -
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3.ASCE 7-10.
Wind Loads
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:
Risk Category 2.
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic Wind Speed,Par graph % \� z
1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT=130 MPH,VASD=1 1 MPH z 0
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3.Exposure Category,Paragraph 1609.4.3: Exposure C F C-2 C-1
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Building Category for Aluminum Structures,Paragraph 2002.6: Category TYPE II-GLAE S ROOM/ A®2 A-2 A-2 II ` 1 _
PROFESSI'O AL SEAL
Patio Cover:Non-Habitable,Unconditioned_ Ld
Foundation Design 1 X 1X2 LU
Existingconcrete.No additional concrete footin or slab fir re uired to resist the loads imposed upon in 17 J-1 Z!rte
the existingslab b the proposed construction if the existing slab is a minimum of 4"thi k and in 0.l, A-� a
sound condition free from structural cracking,spalling,or other deterioration.
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Roof Type rn to M
1.Roof Type: MONOSLOPE X� Q `r w
v.Roof Material:3"x 48"x 0.024"composite panel Elite 2000 1.0 density foam Florida Product COMPONENTS do CLADDING Vag `� z
Approval Number FL 7561-112. DESIGN PRESSURES FOR WINDOWS / DOORS: ® ® Z w
+21.5 PSF / -29.1 PSF
Specifications 5'-0" °-0" ADJUSTED CO-EFFICIANT FOR EXP C - 1.21 r � u
The following specifications are applicable to this project: 2°®0" 2°-0" +26.39 PSF / -35.21 PSF t li UJ < z
1.All work shall be in accordance with the Florida Building Code,2010 Edition,and any o er applicable 3»®®= 3'-Og CD 0 Lu
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local codes and regulations. t3 I= ® &0
2.The minimum wall thickness of aluminum extrusions shall be in accordance with the Flori ia Building
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Code,2010 Edition and the 2005 Edition of the Aluminum Association Manual,but not les than 0.040 S-2 -1 0
inches. A-3 A-3 z
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3.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no manufactL rer substitution 9' "
is acceptable without the specific written,signed and sealed authorization of Suncoast Alu inu1X2 1X2 a
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Engineering,LLC. o
4.Screen Material:Design based on 18/14 or 20/20 Better View.Any other material must be approved. 2 "
5.Fasteners are required to be SAE Grade 5 or better zinc plated. ENDBEAM ° N
6.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from ends and 24"center to 0 ® 3"X45" 0.024' ' ® X P X - w
® EXISTING 1-STORY I cv a a cv F n.
center or 412 screws 6"from ends and 12"center to center. I I 1.0 DENSITY FOAM $ I COVERED LANAI to _ ® z
Ch COMPOST PANEL ®' sc `4 w
7.Door location shall be determined by contractor in the field. °�
8.Where concrete specifications are required,whether in the screen enclosure scope or not, y one or more 3X3XO.093 ® 2XSSMB 1X2 1X2 n
regulatory agency,the following specifications are applicable: EDGE BEAM x
a.Concrete shall conform to ASTM C94 for the following components: L m
i. Portland Cement Type 1,-ASTM C 150 4'-0" 5'-0" 3'®®" o w N ~
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 g'_2" '4 0
iii. Air entraining+(-1%-ASTM C 260 2'®0" 2'-0" < � o o
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iv.Water reducing agent-ASTM C 494 2O'-0" 33'-0" 3'-0" /� �I ry
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v.Clean Potable water 1-0" =t
vi. Other admixtures not permitted m N ry
b.Metal accessories shall conform to: -� -1 M U C o
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i. Reinforcing Bars-ASTM A615,grade 60 EXISTING PICKETS AT 2ND STORY A_3 ~u~ u 0
ii.Welded wire fabric-ASTM Al 85
CHAIRRAIL
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c.Concrete slump at discharge chute not less than 3"or more than 5". Water added ifter batching is
not permitted. WE-
d.Prepare and place concrete per American Concrete Institute Manual of Standard P actice,Parts 1, 1 -
2,and 3 including hot weather recommendations. 2X3 2X3 2X3 2X3 Y w
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e.Moist cure or polyethylene curing permitted. ® o o
f Prior to placing concrete,treat the entire subsurface area for termites in complian with the FBC. X N 0
g.Concrete shall be placed over a polyethylene vapor barrier. 2X3 2X3 2X3 2X3
h.All aluminum components embedded within concrete shall be coated with a bituminous paint or u_
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epoxy.
9-The minimum nominal thickness of protector panels(kickplates)shall be an industry standard of 0.024 1 X2 1X2 1X2 1X2 r ® >= m
inches. ® U
10. All lumber and plywood shall have grade marks and treatment identification and Shallconform to the 1 1
mw
2X3 2X3 2X3 2X3
following: j o
a.Framing lumber shall be minimum no.2 southern yellow pine and have a maxim moisture EXISTING WOOD POST 1 ® 1 : > c r
content of 15%. � � 0
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b.Pressure treatments shall be osmosalts,osmose k-33,womansalts or celcure,as re ommended for 1 X
the use condition.Pressure treated lumber shall be impregnated with a cca salt tre tment in 2X3 2X3 2X3 �' Z -F LL
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accordance with f s-tt-w-571 and bear the American Wood Preservatives Institute quality mark ® r
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c.Wall Sheathing: APA rated Sheathing,thickness as indicated,Exposure 1. 1X2 i X2 1X2 n ®jjA�j���f
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d.Aluminum members that are uncoated shall be separated from PT lumber by 309 elt paper,10 AG
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mil polyethylene sheet or equivalent material.
11. Contractor shall provide Florida Product Approval information as to the exact windowbeing utilized DATE DRAWN
for this project,including manufacturers specifications, and installation methods for anchoring the 06/04/15
submitted windows to Aluminum members and specific sizes as indicated on A-1.
12. Contractor shall provide any additional backing and anchors as required by the wind w 20'-0" 7°®5" 7°-5" 7'-7" 5'-0" AT
REVISION
manufacturers recommended procedures.
13. All glass panels within 24"of a door opening shall be of tempered glass per FBC-R3 8.4 EXISTING POST EXISTING POST EXISTING POST EXISTING POST
14. All flashing and weatherproofing shall be provided by the contractor. 2
15- Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering
SHEET NO:
fee.
E4I.U1V1tiNU1Vb MEMBERS DIMENSIONS
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HOLLOW SECTIONS �) M*
2 x 2: 2"x 2"x 0.046"
1/8"x2"x2"EXTRUDED
2 x 3: 2"x 3"x 0.050 e o (4)#14 x 3/4"SMS '
2 x 4. 2"x 4"x 0.050" ANGLE 5052 H-32 ALLOY
® e INTO DJ
2 x 5: 2"x 5"x 0.050" It 1
OPEN BACK SECTIONS
I x 2. 1"x 2"x 0.040" - "
I x3: 1"x3"x0.045" qs i
1/4"MIN CONC �i• �'�'
SNAP SECTIONS SLAB/FOOTING ro "AN HOR EMBEDMENT `
SEE PLAN
2x2Snap: 2"x2"x0.045"
2 x 3 Snap: 2"x3"x0.OS0" f F, ti' 4
OPTION 2.
2 x 4 Snap: 2"x 4"x 0.045" I I 1, I I l �S
0.040"x11/8"x2"x11/8" //
OPTION 1: INTERNAL OR EXTERNAL - R I _
2"x 2"x 1/8"ALUM ANGLE I I ALUM RECEIVING CHANNEL PROFE SIONAL SEAL c
SELF MATING(SMB) W/(3)#10x 3/4 INTO a
SIDE VIEW W/(4)#10 x 5/8"EACH SIDE a
2 x 4 SMB: 2"x 4"x 0.044"x 0.100" I I GIRT EACH FACE&(3)
2 x 5 SMB: 2"x 5"x 0.050"x 0.100" I #10 x 3/4'INTO UPRIGHT � L
2 x 6 SMB: 2"x 6"x 0.050"x 0.120" ___ O
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2 x 7 SMB: 2"x 7"x 0.057"x 0.120" I I LIJ
2 x 8 SMB: 2"x 8"x 0.072"x 0.124" (1)3/8"DIA.CONCRETE I I (�
2 x 9 SMB: 2"x 9"x 0.072"x 0.124" SCREW ANCHORS I I 2"x 2"DJ —— —— ————
2 x 10 SMB: 2"x 10"x 0.092"x 0.398" (21/4"CONC.EMBED) I I LLJ
CHAIR RAIL MEMBER I I Q u
MINIMUM FASTENER EDGE DISTANCE:1/2"
I I I 2X PATIO Z ® Lij
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MINIMUM FASTENER SPACING:3/4" y I I EXTRUSION ® LLLn
CONCRETE SCREW ANCHOR: •f z I I U) z
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SIMPSON TITEN HD OREQUIVALENT
1"x 2"BASE PLATE IL
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SHEET METAL SCREWS(SMS): — -
( ) ANCHORED TO CONC W/1/4 �• , ® � � a
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®ITW/BUILDER OREQUIVALENT CONCRETE CREWANCHOR F
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' (MIN.1 1/4"EMBED) _, �
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6"MAX EACH SIDE OF POST c
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AND 24°'O.C.MAX .'6" ,�` .• ., �
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FRONT VIEW
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PURLIN OR GIRT TO BEAM OR POST DETAIL U
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1 1/2"x 2 118"x 1 1/2"x 0.062" z (D r N
BEAM DEPTH CHANNEL W/ m¢" a
O#14 3/4"SMS INTO 4 x Nm`L
2"x 3"CHAIRRAIL 6fj LLJ ..,d
I BEAM EACH SIDE& C
i� (4)#14 x 3/4"SMS INTO a
WOOD: CARRY BEAM EACH LEG C
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#10 x 3"WOOD SCREWS,6" I I
3, FROM GIRT&@12"O.C.
I I 3"x3"x0.093"
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114"DIA.x 3"CONCRETE
B POST c
SCREWANCHOR,6"
FROM GIRT&@ 24"O. . e e I I a
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2"x 2"DOOR JAMB ® ® - u a
t r @ (4)#10 x 1 1/2"INTO
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WA SCREW ANCHORS I I ® > S Q
tr I I INTERNAL/EXTERNAL ® Q
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— 3"x 3"x 1/8"EXTRUDED Q Q LU C
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SECTION GIRT ZJ
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f DRAWN BY
AG
DATE DRAWN
06/04/15
C-2 CARRY BEAM&DOOR JAMB ATTACHMENT DETAIL REVISION
-1 1X2 TO HOST STRUCTURE DETAIL Amt SCALE:NTS 3"x 3"POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE:NTS fl-2 SCALE:NTS
/moi i"Y _ SHEET NO:
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CONC.HEADER: l 3 #
1/4"x 3"CONCRETE
SCREW ANCHOR@ 24"O.C. r,
WOOD HEADER: EXISTING
#10 x 3"WOOD SCREWS
@ 12"O.C. HEADER J f s
FA PROFE SIONAL_SEAL
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WOOD: ZLU
#10 x 3"WOOD SCREWS ® Z u
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1/4"DIA x 3"CONCRETE �/
SCREW ANCHOR @ 24"O.C. \ _` J ® L� g
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1"x2"HOLLOW ft- V) LZ
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EXISTING HOST
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(4)#14 x 4 7/8"SMS W/ EXISTING R a EXISTING HOST WALL � z n§ o z
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NEOPRENE FACED 3"x 48"x 0.024" HOST CA Ll ti u F o C
WALL
COMPOSITE PANEL LL a
WASHER EA.PANEL
2"x 2" j, z
l Ntli G M , 3"x 0.062"EXTRUDED RECEIVER ! LL
t... r CHANNEL W/(5)#10 x 3(4"SMS
b. W/NEO-WASHER @ 16"O.C.
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3"x 0.062"ALUM
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RECEIVINGCHANNEL r ' ® m fc
W/#12x3/4"TOP AND ,= CONCRETE: C
BOTTOM AS END CAP "" % '` (2)114"x 3"QUICKSET z
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11/"x2118"x11/2"x0.062"x2"LONG "s' '"" "' ANCHORS INTO WALL J
ALL M RECEIVING CHANNEL Wl(2) 1 1/2"x 2 1/8"x 1 112"x 2"x 0.062" WOOD: u D' wM
#14 x 3/4"SMS EACH SIDE OF ALUM RECEIVING CHANNEL / (2)1/4"x 3"LAG SCREWS LU (n Z (V
2"x 8"SMB BE M&(1)3/8"DIA.THRU BOLTS #10 x 3/4"SELF-TAPPING Xf W/(4)#14 x 3/4"SMS EACH INTO WALL ® >_ o � �
IN POST 3"COMPOSITE PANEL SCREW @ 16"O.C. �• SIDE INTO BEAM
3"x 3"x 0.093" I I 00 F- is
POST r
\_(4) /8"DIA. ,
UBOLTS CONCRETE:
THF
(2)114°'x 2 1/4"SCREW � �`•� DRAWN BY
TYPE MASONRY AG
ANCHOR @ 16"O.C.
WOOD: DATE DRAWN
(2)1/4"x 3"LAG SCREWS 06/04/15
@ 16"O.C.
REVISION
COMPOSITE ROOF TO POST CO NER CONNECTION 0 -
SCALE:NTS S-1 COMPOSITE PANEL TO HOST CONNECTION DETAIL S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL -
A03 SCALE:NTS A-3 SCALE:NTS
SHEET NO: