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WIND SPEED xPOSURE HAVE
CONTRACTOR:VH Exteriors,In7".
DESIGN CRITERIA: BEEN DETERMlI USING TAE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE ;ii fj4 �i'��' �f I' "t�'% C• `�� �cJ�i
Applicable Codes,Regulations,and Standards a', j•l ,(,,•,:.,i li `1 •n. 2
AND GOOGLE EARTH.
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 � - •' ��' •' �
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. .Q7 g O -J
2.AA ASM 35 and Specifications for Aluminum Structures,Part I-A of theQ m: -
Aluminum Design Manuel prepared by The Aluminum Association,Inc. CONCEALED FASTENERS OR ATTAYf1MENIJ D-; 0;Z=
Washington,D.C.,2010 Edition and the Guide to Aluminum Construction o I w• ��0`
in high wind areas,2010. ARE THE RESPONSIBMII OF THE Ns.:•• Z N
3.ASCE 7-10. l�Q'. ••'
Wind Loads ������ .. c.P�p```��
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk ���111 III I I I1�
Category 1. PROFESSIONAL SEAL
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:VuLr=150 MPH,VAsu=116 MPH 4 A-3
3.Exposure Category,Paragraph 1609.43: H it 1X2IX2 O
4.Screen Roof Enclosure Table 2002.4
2X2 .2
Foundation Design s IX2(NP) r OW a a
Existing concrete.No additional concrete footing orslab is required to b ss r
resist the loads imposed upon the existing slab by the proposed O
I _ st -
construction if/he existing slab is a minimum of 4"thick and in sound - A-4 ss A-2 w O d 3
condition free from structural cracking,spatting,or other deterioration. sl2X2 2X2 Lu z v�
2X4SM9
Specifications Z 220
The following specifications aro applicable to this project: _I I A-e I Tm w d d
1.Where concrete specifications are required,whether in the screen enclosure I
scope or not,by one or more regulatory agency,the following specifications i2X2 X2X2 2X2
2xz 2X2I D
are applicable: 5A1B _ , A
a.Concrete shall conform toASTM C94 for the following gg gg g H g gg g gg gg gg b
components: I A� A A A� Il•I3 I Z U "
I.Portland Cement Type 1,-ASTM C 150 b P
H.Aggregates-Large Aggregate 3/4"mu-ASTM C 33 I " y14 I2X2 2X2 2X2 2 2X2 2X2 2X2i2X4
ili. Ak entraining+/-1%-ASTM C 260 }I-- sma I I If
iv.Water reducing agent-ASTM C494 I _ I bz 6
v.Clean Potable water b I A_g i I W
vi. Other admixtures not permitted to I vgpi
b.Metal accessories shall conform to: 2 j 2 x \2X2 i _ U ZE 3 t
i.Reinforcing Bars-ASTM A615,grade 60 Z(7 E
Welded wire fabric-ASTM A185 f '
c.Concrete slump at discharge chute not less than 3"or more than 5". / v�s b W
ii. b E
Water added after batching is not permitted. •e / A-6 ss
it.Prepare and place concrete per American Concrete Institute Manuel 2X2 T1P is
of Standard Practice,Parts 1,2,and 3 including hot weather
recommendations. I
e.Moist cure or polyethylene curing permitted• .F-6-p• -p• g
f.Prior to placing concrete,treat the entire subsurface area for A-3 THESE PLANS AND ALL NHUP05ED WOF} t jj � S
termites in compliance with the FBC. �,-p,
I g.Concrete shall be placed over a polyethylene vapor barrier. �ARE SUBJECT MANYCORRECTIONS z
h.All aluminum components int ore oxywithin concrete shall be o ' _AEQUIRCD BYFIEL9INS MORS THAT e w
coated with a bituminous paint or epoiry. ---------------------------------------------------- ;; p�� .
2.Aluminum extrusions shall be 6005 T5 Alloy , k:. irWy®�N�Ivt�SS p iI
3.Fasteners are required to be corrosion resistant,minimum SAE Gmde 2 cr io 1x2 714 '{cq��'A �p�prsv vnR�IN ~Q y v �
better zinc plated to ASTM B633,or coated stainless steel series"300",or '0.(����!��:t•ptlt t�I 51�,[,i�,PG�'�, ' U z w
uncoated stainless steel series"400". ®OE�:
4.All Self Mating Beam Sections are to be stitched with either#14 screws 6" m v m ♦m a m v m m W O a
�� ' a ua �� iso iso � `R
2.X2 2XI 2X2 2X2 2X2 2X2
from ends and 24"center to center or#12 screws 6"from ends and 12" I x 1Dm OLL
center to center. m 11
5.Screened enclosures containing swimming pools shall comply with the
a
ppli
cable requirements ofFBC 114501:17 Residential Swimming Barrier iX2 Tru DRAWN BY
requirements. TP
6.Screenmaterial shall be 18/14 semen.unless approved by Suncoast _ DATE DRAWN
Aluminum Engineering,LLC. _ 02/07/17
7.Door location shall be determined by contractor in the field 'A-4 A-z A-6 Ate! A-3
8.When installing pavers over concrete slab or footing which are supporting e'-Y e'-Y e'-Y e'-Y 6'-Y e'-Y e'-7' ,�L�.. J REVISION
aluminum members,such continuous screen tracks or upright,the pavers S.I.LLI TF nUNTJ RI ],Y'r�tr•_niVISION -
must be bonded to the concrete with an epoxy,tlsinset,or 3,000 PSI grout to I1y V.IEA\"nD FOR CQ1 PLL•+:SCE
ensure full positive contact with concrete. , r. /
9.All flashing and waterproofing shall be provided by the contractor. ))r,i E_ F3 Y
10. Use of these plans acknowledges and accepts a limit ofliabihty not to ))ATE s sRaar Ro:
exceed design and engineering fee. PLANS AND PERMIT A'IUST It
ICEPT ON JO
RoofType OR NO LRSPLCTION 1VILL BE 11L-0E. /� _
Roof Type:MANSARD H
ALUMINUM MEMBERS DIM6NSI(--1 �, !I 41 }4��ti
HOLLOW SECTIONS 1/6'x2'x2'EXTRUDED ft -I�i Z( 1., - 1' �' \\\\\� '( ........
ANGLE 6052 H-32 ALLOY EA
2x2:�"x2"x0.046" 910E � l�l:."�°� ) ��,='�� � �-• •�-•'l�fi i
- 2x3:2"x3"x0.050" •� ,
2x4:z'%a^xo.oso^ j LL V..
2x5:2"x5"x0.050" UPRIGHTMO O JJ
OPEN BACK SEC('ION3
1x2:1"x2"x0.040" ® !�-
1x3:1"x3.x 0.045" PxY0.8.BASE PLATE-TYP I iNQ-'.� ,•.� (/�\
SNAP SECTIONS •. u:on'"ox�'xaiwiurt %✓O'••• •'•�j��
FDuFM 212'%1lB'x(GIRTORPURUN -...I-. .I / .... •• �(
2 x25n3p:2"x2"%0.045' 1°' u=w�•- i Sd MIN EDGE DISTANCE FROM WIDTH.
12'x BEAM DEPTH
2x3 Snap:2"x3"x0.050" SIAB/FOOTING EXTERIOR OFCCLUMNTO ORgLUMBACKING LATE TI r11T�\\\
i 2x45up:2"x4"x0.045' SEE PUW !.' OUTSIDE EDGE OF BLABI I PROF SIdI,IA�SEAL
SELF MATING(SMB1 SIDE VIEW I
2 x 4 SMB:2"z 4"x 0.044"x 0.100" e
2 x 5 SMB:2"x 5"x 0.050"x 0.100" (U 1DA THRU BOLT W/NYLO
2'
JAM NUT-IN LIEU OF NYLOCK JAM
- 2 x 6 SMB:2"x 6"%0.050"%0.120" NUT,JAM NUT.1 THREADLOCAOLOCKER 0
2%7SNM2"%7"x0.057"x0.320" (2)3/8'DA CONCRETE MAYBEUSED I (4)010 x 1173M5INTO Ld
'i 2x8 SMB::2"x8"%0.072'x0.124" SCREWANCHORS I ITIGHTENTOCONTACT-DONOT YxYOR 7x3• SCREWBOSSES 0 Li a -
2x9SMB:2'x9"X0.072"x0.124" (21/4'CONC.EMBED) IOVERTIGHTEN MEMBER I I W
2 x 10 SMB:2"x 10"x 0.092"x 0.398" I I LL
'MINM MFASTENEREDGE DISTANCE:12°MINIMUMFAS7ENERSPACING:3/4° •', I I SNAP-OR SELF-MATING BEAM W
4• 1°x2"BASE PLATE ANCHORED TO ONLY W CONCRETE SCREW ANCHOR: CONC W/1/4'CONCRETE SCREWSBasoN TLTEN HD OR EQUIVALENT ,�, ANCHOR(MIN.17l4•EMBED) XSHEET METAL SCREWS(SMS1: SLAB/FOOTING .•.1!6u
WMA%EACH SIDE OFPOSTANO Z GGA O�
SEE PLAN 24'O.C.MAX
fiW/BUILDEX OR EQUIVALENT W �d �d
- FRONTVIEW
• � ez
C PURLIN OR GIRT TO BEAM OR POST DETAIL
B 2"x 4"OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE:NTS �j 4
A-2 2 a
aZ
Z�$cc5
O uj
SEE CALL-OUT BELOWFOR N OF SCREWS, Z€FgF�T
SCREWS SHOWN FOR ILLUSTRATIVE Z(DN C
PURPOSES ONLY,00 NOT COUNT +ggy� qq
SCREWS ON DRAWING, Vf W
Z°x PURLINS ATTACHED TO N14 SMS®1 1!4"O.C.
a
MEMBERSIZE EOGE'C' Yx7•SMB BEAM NOTCHED BEAM W/MIN(4)#ID x 112'SMS (Z4 TOTAL)
2X4 K' OVER UPRIGHT PLACE WASHER UNDER SCREW 2x Y PURLIN-NOTCH BOTTOM
(SEE A-1 FOR SQFj IN GUSSET CORNER FLANGE TO OVERLAP UPRIGHT L
y� 1. 3%
2X0-2X10 115° ---- 2x2•x118'6052-H32ANGLE EASIDE -/
OR Q 3
i - 3116'5052•H32 GUSSET 2x Y x 0,0875052-H32 RECEIVING / FK-
FLASHING ® CHANNEL to W
EAVELLY SCEEA-1FOR BEAM
%/1C/ //�/yF1 p' O.
.I
INTERNALLY SCREWTHRU BEAM II � ! f) f//� `!� ��%i/1 2'x2'EX7RUSION � � {LI
W/(3)010 x 11? C1 II •''t�.r /, .(j i�„'Y6••.---
II 1114"TYP 1'x2-x 0.044'OPEN BACK INTERNALLY Q W
518"TYP 5CREW TO UPRIGHT W/(2)kLOx112' I (2)#12 x 314'EACH LEG b 3
® II 5 SMS 6 FASTEN TO EAVE RAIL W/ EACH SIDE-SCREWS SHALL („) .ZW
1'x FASTEN TO EAVE RALL i I I W O d
Wl#10x112'8 FRCM. I II
N10x 112'SMS SPACED B'FROM ENGAGE BOTH PURUN AND J
UPRIGHTS24'O.C. I I B" UPRIGHT AND AT24'O.C. I UPRIGHT Q m N �j
8I I CL 3�c ao°LL
(1)12'OA x 212•THRU BOLT 6" NOTCH POST AS REQUIRED
W7NVLOCKJAMNUTAM UUT I 1' 8. FOR 2'xYEAVE RAIL
OF NYLOCKJJAM NU JAM NUT MIN. I UPRIGHT DRAWN BY
W/THREADLOCKER MAY BE USED I TP
B 1.0 GUSSET DIMENSIONS ARE MINIMUM(2)
I I DATE DRAWN
2'x_SMBUPRIE) - REO'D-(1)EASIDE OFBEAM•MAY BE 'I I
(SEEA•1 FOR SIZE) INTERNAL OR EXTERNAL DyD7/17
INSTALLATION REQUIREMENTS:
BOLT IS TO BEINSTALLEO AS TO 2 A9 BEAM SIZE CHANGES,ADD OR REVISION
NOT DAMAGE BASE MATERIAL SUBTRACT SCREWS TO MAINTAIN 1 IM -
DONOOVERTIGHTEN. PATENTPENDING CIO SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE. �\ '
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM _( r Z',LOPED PURLIN CONNECTION DETAIL SHEEP NO:
UPRIGHT TO BEAM CONNECTION A_2 SCALE urs A_2 SCALE Nis A 2
A-2 SCALE:Nis
S"WIOExO.125"TBRACKET NOTE:
I�II��S.. I'1 `V; �' ' 1�1 ��••••• �'•' •v"�i
0 EACH BEAM ATTACHED TO -
FASCUIWA3/8'x3°IAGS(3 CM)31B'OW x4•LAG SCREWS FOR (' 'w 1:+�•'I 1 j �•
SPANS GREATERTHAN 304T Q• T7 O 3.•a�
PER BRACKET)AND(1)3/0"x T - y 1L1
LAG®24"O.C.ATGUTTER c . T a O.2
(1)918°DI0.x4°U7O � \ J:
1•x rxO.044.OPEN BACK SCREW INTO EXISTING rx YxtAB'x4^ANGLE ,�: p'
W/2#70x21ArSMSTHRD OVERHANG FRAMING PROVIDE$14xINDICATED (n•• `
(I MEMBERAS INDICATED i �'•
BEAM INTO SCREW BOSSES �'l..�•,
BELOW [[��
(1)#10x1 VTSMSB• /AO •••••••Q.O�\\`
FROMBEAM 024-O.C. ./// Y P{!N'N
NOTE: ———
CONNECTION DETAIL
AT EAVE RAL
SIMILAR PROFE SIONALSEAL
MATING
ELEMENT
CONTRACTORTO VERIFY W
2'x4"FASCLA-IFLESS CORNERPOST u yj d
THAN Tx 4w FASCIA rx 4' I I W a
1/6'xrxrx rALUM SUB FASCIA SHALL BE
ANGLE WI(4)014x314" S-SUPER PLACED OVER,LENGTHEN 6063.T6ALUMINUM I I LL L7 Z
SMS EACH FLANGE GUTTER . LAG SCREWS TO FULLY 4'x 4'x 1/8'PLATE D
EACH SIDE OF BEAM PENETRATE BUB FASCIA I I
IF OTHER FASCIA,AD02's WINNx1•INTO EACH
0.06r BACKING PLATE ON MEMBERAS INDICATED Lu O� a
4"PT FASCIA w/7Q'LAG I K-BRACE: Lu
INSIDE OF GLITTER FRONT WALL:r x 3"x O.OW
BOLTS-1 10TINTO TRUSS
27lB'x 11!@'x.087(MIN.) TAILS-COUNTERSINK u I.•,x SIDE WALL Tx2'x0.046" W
ALUM RECEIVING CHANNEL FLUSH.WHEN INSTAWNO I IC
W/MIN.(2)#12 x 3/4'SMS
72"LAG SCREWS,
PRE-DRILL./3AB°DRILLTO
PREVENTSPLITTING
, BASEPLATE
ZU�
G GUTTER BRACE 8 MATING ELEMENT ATTACHMENT DETAIL H-'I CORNER K-BRACE DETAIL J 5
. A-3 SCALE:NTS /1-3 SCALE:NTS ¢Z-B
fl 0 5
0 101-Zs
Z <�� qq t
Y x Y It 118'ANGLE x B'LONG
PROVIDE 614 x 1"INTO EACH
EXTERNAL MEMBERAS INDICATED
RECEIVING CHANNEL BELOW 3
FULL IR OF BRACE g
W!(2)#12 EACH FACE u
J
E2 W
.0 S
#10 x 3'WOOD SCREWS,8' H
( FROM GIRTS®12°O.C. 012 4"�Tx 1/8"PLATE Z
CONC:
104'DIA x 3'CONCRETE INTO SAVE RAL I I WA HM MEMBER
Q W
EACH MEMBERAS
SCREWANCHOR,G' I"",—W/014
INDICATED
FROM GIRT Q®24'D.C.
1
(4)#10x 1 IIT INTO Q
SCREWBOSS 'ROOF BRACING CONNECTION DETAIL K•BRACE: O W R' k
FRONT WALL Yx3•x 0.046' #—�. OZ LU
a-
0
N 31
SIDE WALLrx rx0w — pp
J T
o mm�
• W
EXTERNAL • • I d
RECEIVING CHANNEL GIRT
FULL HT OF BMCE
Yx2'ORrX3"HOLLOW WI(2)#12 BAD
FACE FRONT WALL:Yx3'x0.048"CE: / I • I GWT DRAWN BY
TP
I SECTION GIRT SIOE WALL'r x 2"x 0076"
4"(MIN)UPRIGHT DATE DRAWN
• 1'x7
I I 02107/17
(3)0 12 SMS I REVISION
INTO EAVE RAL - I -
H-3 ROOF BRACING DETAIL H-z INTERMEDIATE K-BRACE DETAIL
21X2 TO HOST STRUCTURE DETAIL A-3 A-3 SCALE:NTS SHEETNO:
A-3 SCALE:NTS
A-3
r r ,L1K)I
Q, a o••.
o Z_
////11114(1LL\
PROFESSIONAL SEAL
- E.
OC Li C
O d
LdLuK
o
UJIZ
UILI
5
Z d
1 m G
w d �d
z
V.
aZ.2 €
1"x Y O.B.FASTENEOTO CORNER W i mp,5 i 1 1
POSTYL•12x11?SMSATWFROM V Z < j
TOP S BOTTOM RAILS.TYPICALLY® Z(' `•'
1/8'x Yx2"EXTRUDED I • • (4)•74x314'SMS I I 24 O.C. =Z
ANGLE 5052 H32ALLOV
INTO DJ I 1/8•x Y x Y EXTRUDED ANGLE S052 NIL
CORNER POST H32 ALLOY EA CORNER W/(2)•14x2'
SMS INTO POST S(1)3'S'DIA. 3
I" CONCRETE SCREWANCHOR INTO
.':a A,•. •J., CONCRETE C
•b' (2)010x11?SMS I —
THRUSCREWBOS5E6 _ J
SLAB/FOOTING nw 21/4•M CONC 3
SEE PLAN i
ANCHOR EMBEDMENT
e
�•�• 'a�. .� SLAB/FOOTING ,''+ N W
SEE PLAN ....4'.�. ••!�, W ?
(LLu .
SIDE VIEW
•,SIDE VIEW x= N 0 F
Y CORNER POST Wl1'x2'® b Z W k
(4)•14x314'SMS BACKSIDE R 3
I II I II AS W mJ 0mN
a(1)318°DI0.CONCRETE 4"x7UJINTO POST-",,""",, ESO EWANCHOR9
(21WCONC.EMBED)' FOR 2 V4'EMBED'CONCRETE K
OC O m O J
SCREWANCHOR INTO LL Y W LL LL
' CONCRETE
1"x 2"BABE PLATE DRAWN BY
ANCHORED TOSCREWANCHOR
VW IW
CHOR ... �. TP
' t ,�• •",� "j CONCRETE SCREWANCMOR '
a, (MIN.11/4'EMBED) ,'.. DATE DRAWN
1•x2"BASEPLATE a"MAXFACH SIDE OF POST
ANCHORED To coNCW IW '` AND 24"D.C.MAX 02/07/17
CONCRETE SCREWANCHOR <• A• .� v b� REVISION
(MIN.11/4"EMBED) •'4
W MAX EACH SIDE OF POST i• ' -
AND 2C D.C.MAX S'
• FRONT VIEW FRONT VIEW
DJ- SHEET Na
1 DOOR JAMB TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL
4 SCALE:NTS /IL-4 SCALE:NTS A 4