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CONTRACTOR:South Florida Aluminum Products,Inc. WIND SPEED AND EXPOSURE HAVE I \`t t I I I I I t///
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED v�
-- TECHNOLOGY COUNCIL'S WEBSITE \�� �(�• /t/�i��
Aapllcable Cade,,Regulations,and Standards AND GOGGLE EARTH. '•.
1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16 �7(I DCS�Z Q?. •2�
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood.. S1:Ll:Ci F C L1 a n• n r i'lY Q c) u.A.-
2.AA ASM 35 and Specifications for Aluminum Structures,Part I-A ofthe F TY_L'Q...T_�iC'f<" _ - :h o I O O
AF.�'IEl1;;U FOR CE z �" 0 a=
Aluminum Design Manual prepared by The Aluminum Association,Inc. � RE4'11:11'EJ BV -D"'J � * � F JO.Z=
Wasbington,D.C.,2010 Edition and the.Guide to Aluminum Construction -
inhighwindareas,2010. DATC fn•'' Z I N�:�I
PL NSAND .- `TITNFJSTBEKPTONJ 13 ��' v r'Gj:
Co
3.ASCE7-10. - _ Ok.NOImpE 10-N{VILLBEMADE. ��,��Oj��••. . •''0���
Wind Loads R -
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk /1 1 I �
Category 1. PROFS I6NAL IeAL`
Basic Wind Speed,Table
State ofFlorida
2 S eedV d,araM .1 Deagraph bris Region&
.. ........_._._. .Bp-o•. -_._.. ....---.. . ....".. ._.._. •. .. ..----- -- - -Wind Spec B-0
VmD
A 3 A 3
3.Exposure Category,Paragraph 1609.4.3: Exposure IS - 93 El
4.Building Category for Aluminum Structures,Paragraph 2002.6:Building `* CC W L++
Category I-Screen Room:Non-Habitable,Unconditioned 1X2 1X2 a d
ne
RoofType a (-)RT .END'' END 2X2C� 10j LL
CC w .
1.RoofType:MONOSLOPE 2X3X0.050 ( ) w O c
2.Roof Materiel:3"x 48"x 0.024"composite panel Elite 2000,1.0 density A-2 IT"' BEAM BEAM. 0: d
foam,Florida Product Approval Number FL XDJ o 3'X48'%0.024•7561-R3. 2X3XO050 U.1 d
o . � q
1.O'DENSITY FOAM
Foundation Design A XDJ COMPOST E PANEL
Existing concrete slab.No additional concrete footing or slab is required Z N G
w
to resist the loads Imposed upon the existing slab by the proposed 2X3%0,050
construction if the existing slab is a minimum off'thick and in sound io c p
condition,free from structural cracking,spoiling,or other deterioration. I 1O
0 2%3X0.050 A-3 I 1X2 Z1X2 EDGE BEAM z
USpecifcalioas iq
The following specifications are applicable to this project:
1.All work shell bee accordance with the Sth Edition bons.Florida Building d
Code,and any other applicable local codes and regulations.
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues, Q Z $
no manufacturer substitution is acceptable without the specific written, L 7'-6• 7'-6- LLI a: 3
signed end sealed authorization of Suncoast Aluminum Engineering,LLC. 24'-0• E La '
3.Screen Material:Design based on 18/I4 or 2020 Better View.Any other �'_ CONCEALED NERS OR A�F iH Z t
material must be approved. 0• 1'-0• FASTS
4.Fasteners aro required to be corrosion resistant,minimum SAE Grade 2 or 3•X4B'X0.024• E RESPONSIBILITY $5 Z
better zinc plated to ASTM B633,or coaled stainless steel series"300",or COMPOSITE PANEL ARE TN CTOR OF RECORD w F
uncoated stainless steel series"400". - CONTRA
5.All Self Mating Beam Sections are to be stitched with either/114 screws 6" 3
from ends and 24"center to center or fl12 screws 6"from ends and 12" R
center to center.
6.Where concrete specifications are required,whether in the screen enclosure '2X2:, 2X3XO.050 2X3X01050 2X3XO.050 r2X2
scope or not,by one or more regulatory agency,the following specifications e - 3
--are applicable: -- --- - - -- _ - . C, _- • - - _ (TW) T
a.Concrete shall conform to ASTM C94 for the following components: iv
I.Portland Cement Type I,-ASTM C 150 - y5S
ii.Aggregates-Large Aggregate 3/4'max-ASTMC33 y +� 2• '•. MF1heEPIANG ANOALLPROPOSEDW0:111
iii. Alreatraining+/-I%-ASTMC260 '� p�fIBBJEC770ANYCORRECTIONB �u
iv.Water reducing agent-ASTMC494 t1t:d01p Ni R6b GARIELD INSPECTORS THr"�Y z u�
ORDSR
v.Clean Potable water 2e ALUMINUM II'.� - I YppN-Lfl ALLApN iC0J.E O O m
vi. Other admixtures not permitted KICKPLATE(TYP) ; p-2 A-2 p_2 -r�1J -�'�iff't1 AL1.A?PIICABiE� w ma`s
b.Metal accessories shall conform to: m
i
i.Reinforcing Bans-ASTMA615,grade 60- 6-0' L-0•- _._ ._ .8_0•�._
ii.Weldedwhofabric-ASTM A185 •�p lY,�l C w�le
c.Concrete slump at discharge chute not less than 3"or more than 5".
Water added after batching is not permitted. DRAWN BY
d.Prepare and place concrete par American Concrete Institute Manual TP
of Standard Practice,Parts 1,2,and 3 including hot weather DATE DRAWN
recommendations.
10/31/17
e.Moist cure or polyethylene curing permitted.
f.Prior to placing concrete,treat the entire subsurface area for termites REVISION
in compliance with the FBC. r 12/11/17
g.Concrete shall be placed over a polyethylene vapor barrier.
h.All aluminum components embedded within concrete shall be coaled - ELITE 2000 COMPOSITE PANEL• (EPA;FL7581-7
With a bituminouspaintorepoxy. 15DMPH/EXP B -
7.AO Bashing and weatherproofing shall be provided by the.wntractor. 3•x46•xO.02e (1.0(i DENSITY FOAM) sHeerRo:
8.Door location shall be determined by contractor in the field. MAX SPAN:qA= 12'-B• A
9.Use of these plans acknowledges and accepts a limit of liability not to �_
exceed design and engineering fee.
ALUMINUM MEMBERS DIMENSIONS (1)VTOWTHRUBOLTWINYLOCK
HOLLOW SECTIONS JAM NUT-IN LIEU OF NYLOCKJAM KICKPLATENOTES: `�'•• '•�'Y //
2 x 2:T X 2'X 0.046" 11rx2•'XY EXTRUDED NUT,JAM NUTW/THREAOLOCKER /� ••� btu
AN
6052 HJ2ALLOY EA MAY BE USEO 1. 0.024 ALUM �, •'
2x3:2"x7"x0.030" SIDE TIGHTEN TO CONTACT-00 NOT - 2 SCREWALLCORNERS Q,� ••, 2�
ZONES
2%4:2"x4".0.050" ® TIGHTEN
3. USE0120E SMSWIN a12-0
2%5:2"x,x0.050•, 120C.1blB"SMS®1YO.C. _Q,'� 1 p 0,
4. 1TOC-140B WIND ZONES p * W J—_
OPENBACKSEGnONS 6. 1)0C.150WINO®ONES _N O ~
1 x2:I"x2"x0.040" : ~ O.
• USEYBx6/B°SMS®fi'O.C. i�•, Z CO Qom, O
1"x3"x 0.045" B. 150C 6ABOVE WHO ZONES O'. •` �\`
'd'' USE Y72 x 5I8^SMS @fi'O.C. j
SNAP SECTIONS a•° .a •••d •.••4.' 7. SCREW GIRT,BOTTOM RAIL /j/y�'•.,•• ,,..•!e,CO
&BOTH SIDES
2 x2Smp:2"x2"x0.045" * . ` '.%' B. MAX KICK PLATE HT=3B" /,�7! pR01\\\`�
2 x3 SOBp:2"0"xO.050" ; •..4•. OPTION2 !/!I I113
SLAB/FOOTING
2 x4 SRep:2"z4"x0.045" :/ ••�'•4 " INTERx1D2°x EXTERNAL
SEE PLAN �• 4• PROFE SIONALSEAL
SELF MATING(SME) INTERNAL OR EXTERNAL
SIDE VIEW OPTION E ALUM RECEIVING 31,V CHANNEL
2%4SIMB:2"x4"x0.044"x0.100" Yx Yx ilB'ALUM ANGLE I W/(3)YfOx 3l4'INTO
2 x3 SMB:2"x5"x0.030"x0.100„ WI(4)YfO%S/B'EACH SIDE GIRT EACH FACE 90) ❑
2x6$Iv1B:2"x6"x0.050"x0.120" I YtOx 3/4°INTO UPRIGHT
2 x75MB:2"z7"x0.057"x0.120" I -- — — CC uS Ld
(2)3I8°CIA CONCRETE
2x8SMB:2"XB"x0072"xx01124
x90 9CREWANCHORB UPRIGHT
2x9SM :2" x0.72I..
(21WCONC.EMBtiD) W Ce
2 x 10 SMB:2"x 10"'x 0.092"x 0.398"
LL
MB•IIMUM FASTENER EDGE DISTANCE:1/2' -- CHAIR RAIL MEMBER O O
BASE PLATE
PATIO CC
M ANCHORED FASTENER SPACING:314" _— _ _
ANCHORED CONCW71la° TF-xx{pUSION W �' a
"�' � • CONCRETE SCC REW ANCHOR
ME
CONCRETE SCREW ANCHOR: (MIN.11/a°EMBED) lL z z
SIMPSON TITEN HD OR EQUIVALENT '4 )' 8"MA%EACH SIDE OF POST
SHEET METAL SCREWS(SMS): a :•_. '{.Y° AND 24'O.C.MAX W
ITW/BUILDEX OR EQUIVALENT • d ¢d D.
Fa
SLAB I FOOTING;• 1• '' �•.� R
9EE PLAN ? Y
• '•FRONTVIEW
B "x 3"PB UPRIGHT TO CONCRETE DETAIL C CHAIR RAIL TO UPRIGHT DETAIL
/L_Z SCALE:NTS A-2 SCALE NTS J
f 1 1, I I�L�LV-•//Qa•••JJj...Z5
Lu
1°x2°O.B. IMI
FASTENED TO CORNER Z 10
POSTWlY12x1112•SMSATB"FROM Z S
T,,O0P BOTTOM RAILS.TYPICALLY 0 1!8'x Y x T'EXTRUDED I�
+ TA'O.C, ANGLE 5052 H-32ALLOY • • (4)014INTO 3I4"SMS W
�� H-32 CLOY EA CORNER
� 3
CORNER P09T I)HMS INTOYEACORNER W/(2)Y14xY
Sf6S INTO POST a(7)NCHOR
.i'1. CONp1CRETE SCREWANCNOR INTO ,.yL • ,I, S
•'CO6CRETE °'4 y.
(2)Y10 x 1112"SM9 — • u+c Toot
Ln
THRUSCREWBOSSES ——__,t SLAB!,--...-
OOD: 2114°M(N CONC SEE PLAN 4. •;a • _
__ — Y70x3°-WOOD SCREWS,B°_ __-_ _—�__ •._�ANCHORE BEDMENi
FROM GIRT CIT'O.C. — - x t A•+•.,`:. {/1 S
CO�C• SLAB l FOOTING •• +• •. LLJJ BRy
N4^DIA%3-CONCRETE SEE PLAN •�4 •.
a:.':4
' SCREWANCMOR,B° � • '� � SIDE VIEW
FROM GIRT&02C O.C. • 0 LY
1 (4)010.1 1(Y INTO
scITEw9oss '.SIDE VIEW Q �_� �
(4)Y14NT04POST 'y CORNERI�, BACK910E OST Wl1"x2°® U) SC E CONCRETE
UPRIGHT m d
R W CH R � � 0 ���
REQUIRED—..—__ _—__l21/4°GONG EMBED)__. o
—� ZalAROi
1 FOR 21M"EMBED CONCRETE ,a LL h LL LL
SCREWANCHOR INTO —_
CONCRETE _ DRAWN BY
Yx2"ORYX 3^HOLLOW 1°x2'BASEPLATE _ '
SECTION GIRT AN CHOREO TO CON
C M0IN° a, �• _ ,•aT• •{,,' TP
CONCRETE SCREWANCHOR 't °• DATE DRAWN
(MIN.11l4"EMISO) •'�. 1^x Z'BASEPLATE ;
1°xY 8°MA%EACH BIDE OF POST ANCHORED TO CONC W/1/P A` 1Q/31/1']
AND 24"O.C.MA% ° CONCRETE eCREWANCHOR • a
•'fi' - (MIN.11W EMBED) •4 '' '+ REVISION
.••: 1 WMAX EACH SIDE OF POST °•.
Y• + •. AND
24°O.C.MAX ••'8".
• FRONT VIEW
c-, lX2 TO HOST STRUCTURE DETAIL FRONT VIEW SHEEr NO:
SCALE:NTS DJ-'I UPRIGHTTO CONCRETE PRE-HUNG
A-2 CP-1 CORNERPOSTTLE:NTS CONCRETE DETAIL A-4 DOOR LOCATION OR File Cc !) _n
. q_2 SCALE NTS SCALE:NTS L
M12 x 47/6'SMS W/
I IW CIA NEOPRENE `��V..... ° •y /
FACED WASHER @ S'0.-
4Z2
3•x0.06YALUM �r''.,. `ti. Q, ems
RECEIVING CHANNEL V1
W/N10 M AS TOP CAP <_ �y[]•A W Q y J—
BOTTOM A9 ENO CAP y,n4.j y`.'t S� yjk~'''~ V O T I\,G O a
PANEL OSIiE /G c\`
..,era•` C�
I PANEL I 'i O•'.,• •' Gj
2°NOANOLEREOUREO i TAPPING(SCREW& I llll IPRO�\
UNLE69SPLICED OR 'III II I a16°O.C.
CORNER-ATTACH I I PROFE ISIONALSFAL y
W/(4)NIOx P'LG' III I I FlA6HWG,
Yx3"PB It.Ii I N10x3/4"SELF- ❑
UPRIGHT TAPPING SCREWS
W/11R•DUL �
• 2x°1xN1 6• .�,lti;YisL>�a;• '{_..' �1i�+. I
_'aMV NEO-WASHER ' Lad
Yz3°z0.060 fi"O.C. u
T1OP RAILN
(4)/ IX
ITO POST LL
Yx3L Yi-3 9w O
ANGLE x1Rll'ANGLE Lu �
C
i
Y14a3/4°SELF-TAPPING —fl 2 7YYYi �s
3•COMPOSITE PANEL SCREW®S°O.C. 9Q ByI
(4)R1Ox3W (4)Y10x3/4° I' Q ZlY 7
SMS INTO
SMS INTO 333
SCREWBOSSES I SCREWBOSSES I CONCRETE: W
(2)INTO TOP RAIL' (2)INTO TOP RAIL (2)114'x 2114'SCREW a
(2)INTO POST I I (2)I)N POST I TVPEMASONRY
ANCHOR®12'O.C. 2
CONNECTIONATCORNER ) I CONNECTION AT SPLICE (2)114•xT LAG®DREW Z
Li N
S-1 COMPOSITE ROOF PANEL CONNECTION UNDER FASCIA
S X 3 TOP RAIL CONNECTION 0 2 X 3 UPRIGHT A-1 SCALE:NTS
J
A-3 SCALE NTs ¢Z
1
LLI
ij' Z 0 t
In Lu
EXISTINGHOSTWALL g
} ?., A
¢ U4=. R
J
If
�. 0 ma[D
- ••
.'1 • ()14RANCHORB INTO WALL C 0
1 1TY x 21IV x 1 IW x WXO.08Y WOOD;
ALUM RECEIVING CHANNEL (2)Ile x 3•LAO SCREWS
VV(4)014 x 31V SMS EACH INTO WALL DRAWN BY
SIDE INTO BEAM TP
/ DATE DRAWN
10/31/17
REVISION
. ArSS-Z BEAM TO HOST STRUCTURE ATTACHMENT DETAIL p� 7Ty SHEETNO:
2-3 SCALE:NTBilp i. 1S-. I{;l _^