HomeMy WebLinkAboutEngineering CONTRACTOR:The Porch Fac(- LLC. WIND SPED ND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETN. .fINED USING THE ADVANCED �
TECHNOLOGY COUNCIL'S WEBSITE
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH. \ ••V/�
.I.. Sih Edition(2014)Florida Building Code,specifically Chapter 16 �j.y �y''1 2
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood +'111e cop �� � �LL E.•,�
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the — 0 \O O• J
Aluminum Design Manual prepared by The Aluminum Association,Inc. — D- a t LU tr —
Washington,D.C.,2010 Edition and the Guide.to Aluminum Construction in _ ¢ O
high wind areas,2010. - +Ip.S�+ p e{� ry� n �T�ry�tfes iN'• Z �I N�:O-
3.ASCE 7-10. ,: I1N�CryHgh�pll ePA�gYeGryfl�EBi0h71�,O��R Ay1rl,f�WpI�l1PIMS '��j'O•........ �••.•
Wind Loads MRIWYR60PVIIt71GIY1111I-If1E .... ? ,•
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk /,��� kA P�\\v\
Category 1. NNNIIIIIM1N1t�1�- PROFE�S�Ibk1d�E11�. y
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic w
Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind -
Speed:VnT=15 MMPH,Vern=116 MPH
3.Exposure Category,Paragraph 1609.4.3: C " rum ❑ o
4.Screen Roof Enclosure Table 2002.4 ,X2 ,X2 - O w =
^y 2X2 w oW'- a
Foupdation Darien 2X2 aC
,xz TYP
Existing concrete.No additional concrete footing is required to resist the LL Z
fonds imposed by the proposed construction if the existing footing rs a O S,
minimum 8"x 8"and in sound condition,free from structural cracking, r XS v` X_z 2 2 '° i 2X5 W N.
s
spoiling,or other deterioration. '�— SMB m <` SMB Z ZW 2
Specfflcatioas " i s� N 3 `\ n O O= 3
The following specifications are applicable to this project
~ i I 2X3 TYP A-z \� ,X2 w d d
1.Where concrete specifications are required,whither in the screen enclosure ,�_ � � 1X2 11rr------
scope or not,by one or more regulatory agency,the following specifications I I
are applicable: . 11'-0---------- j
a.Concrete shall conform to ASTM C94 for the following components: A-3
i.Portland Cement Type 1,-ASTM C 150 Z J R
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33
iii. Air entraining+/-1%-ASTM C 260 j d
�1 HhSE PLANS Atdi7 HL L PROPOSED WORN �&
iv.Water reducing agent-ASTM C 494 - Q Z g w
V.Clean Potable water ARE SUBJECT TO ANY CORRECTIONS F-
vi. Other admixtures not permitted
b.Metal accessories shall conform to: --_—_ - ;R[QU�S®6Y•PIRL®INSPECTORS Thl�!i O Z is B
I.Reinforcing Bars-ASTM A615,grade 60 ---- — — '° Y{ ORDER-TO
Z
---- ----- p�n pr�p�@R Q�s},�
ii.Weldedwirefab�ic-ASTM A185 0 A-a f,'S•..IYIP9 67F Itl6bFa7s71/VI.N ;`.
,X2TYP �QMRI;Yd��idlLLNf�I'I,ICAELL dOL1E.�: z
ii Concrete slump ri discharge chute not less than 3"or more 16en 5". n —
Water added after hatching is not permitted. -- to us
d.Prepare and place concrete per American Concrete Institute Manual
of Standard Practice,Parts 1,2,and 3 including hot weather a
remmmeodations. m pC m CC
c-Moist cure or polyethylene curing permitted
L Prior to placing concrete,treat the entire subsurface area for termites
q-2
in compliance with the FBC. qJ e A 11 U3 v AI
g.Concrete shall be placed over a polyethylene vapor barrier. 2X3 2X3 2X3 2X2 i4 N _l
h.All aluminum components embedded within concrete shall be waled '
L
ST.LLiC1F rOlJlti 1 Y Pi[I nlyr DPVISIONwith a bituminous paint or epoxy. RF,VTE11'GUPORC ,iPLL�iVCE w
2.Aluminum extrusions shall be 6005 TS Alloy ,x2 REV1ER'E ➢Y. K
3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or DATE p w "a -
better zinc plated to ASTM B633,or coated stainless steel series"300",or _ PLANS AND PERMIT MUST IIE KEPT ON JOB Q m a cwi
uncoated stainless steel series"400". -� i
OR NO L\SPEMON 11M P,L-L ea,4.All SelfMeting Beam Sections are to be stitched with either#14 screws 6' w O co amfrom ends and 24"center to center or k12 screws 6"from ends and 12"center Sto center. - _V.F
O O
5.Screened enclosures containing swimming pools shall comply with theLL
applicable requirements of FBC R4501.17 Residential Swimming Barrier
DRAWN BY
requirements.
6.Screen material shall be 18114 screen.unless approved by Suncoast TF
Aluminum Engineering,LLC. DATE DRAWN
7.Dooi location shall be determined by contractor in the field. 03/03/17
8.When installing pavers over concrete slab or footing which am supporting
REVISION
aluminum members,such as continuous screen tracks or upright,the pavers -
must be bonded to the concrete with an epoxy,thinset,or 3,000 PSI grout to
ensure full positive contact with concrete. -
9.All flashing and waterproofing shall be provided by the contractor. -
10. Use of these plans acknowledges and accepts a limit of liability not to
seesr NO.'exceed design and engineering fee.
Roof Type
Roof Type:HIPPED GABLE .
ALUMIN[JM MEMBERS DIME4r NS
HOLLOW SECTIONS (1)1W CIA.THRU BOLT w/NYLOCK ���1,�
1/B"x YxY E%iHUOEC ` V
IN LIEU
2 x 2:2"x 2"x O.G46" ANGLE 5052 M-32 ALLOY EA I JAM N�NUTw/THREAD OC OFNYLOCKJA T4
810E NUT, d'fie Copy `C• m vV'2 x 3:2"%3"X 0.050" MAY BE USED _
2x4:2"x4:x0.050" BRICK PAVERS ® TIGHTENTOCONTACT-DONOT = �•O O;J-
2x5:2"x3"X0.050" OVERTIGHTEN
OPENBACKSECTIONS BONDEDTO - p Fa- 0: Z�
]x 2:1"xY•x0.040" CONCRETE �u,`':CD
0
1 x 3:1"x 3"x 0.045" L,
SNAP BECKONS _� ��iv0 ""'O• v�`
2 x2 Smp:2"x2"x0.045'• 6LA8/FOOTINGJ•i
2x35mp:2"x3"x0.050" "•°1 .•:, ,s 11 l I111T1
2%4 Smp:2"%4"%0.045'• SEE PLAN ..
2112"x1/B'x(GIRT OR PURLIN L PROFE SIGNAL SEAL
SELF MATBVG(SMB) _ SIDE VIEW WIDTH.I/Y'x BEAM DEPTH
2%4SMB:2"x4"x 0.044"x 0.100" - - OR UPRIGHT DEPTH.1
2.5
SMB:2"x 5"x 0.05O"x 0.100" ALUM BACKING PLATE
2 x 6 SMB:2•'x 6"x 0.050"x 0.120" - 6063-TSALUMNINUM I I �
2 x 7 SMB:2"x 7"x 0.057"x 0.120" (1)313'CA.CONCRETE I yl
2xBSMB:2"%B"%0.072"x0.124.. SCREWANCHORS I UPRIGHT o �_ O
2 x9 SMB:2"x9"x0.072"x0.124•, (21/4'CONC.EMBED) I I 1 d
2 x 10 5MB:T'x 10"x O.092"x O.39s"
'MINDA M FASTENER EDGE DISTANCE;In' _ 1'x Y BASE PLATE I SCREWBO SES SINTo O
MIND"FASTENER SPACING:3/4' BRICK PAVERS ANCHORED CREWA W/1/4' CHAIR RAIL MEMBER O
CON.I ETE 1WC NG.EMBED)
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(MIN.1 EACH ID.OF,
I I W P�
CONCRETE SCREW R EQUIVALENT
8'MAX EACH SIDE OF POST I I 3
SIMPSON TITEN HD OR EQUIVALENT AND 24"O.C.MAX lY
SHEET METAL SCREWS ISMS): SNAP OR SELF-MATING BEAM Z
ITW/BUILDEX OR EQUIVALENT .•':0. •.. ONLY W d �d
SLAB/FOOTING •A!''I.' y4fF4 c B
SEE PLAN 47: j• •'"�'T-• G
FRONT VIEW Ci PURLIN OR GIRT TO BEAM OR POST DETAIL
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B "x 4"OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL A-2 ecpLE:Nrs J
A-2 SCALE:NTS "=1
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NOTE z C7 <�� 1:
SEE CALL-OUT BELOW FOR•OF SCREWS.
SCREWB SHOWN FOR ILLUBTRATNE IA W
PURPOSES ONLY.DO NOTCOUNT
MEMBER SIZE EDGE'C' Y x_SMS BEAM NOTCHED SCREWB ON DRAWING.
2X4 I A" OVER(SEE UPRIGHFORIIE) 2'x PURLINS ATTACHEDTO 33p
9(5 1. BEAM w/MIN(4)#10 x 11re EMS C
2x6-2X10 1Y4" N74SMS®11/4"0.C.
(IOTOTAL)
YxPDRLN
FLASHING / BEAMS BUTT TOGETHER 3
WIV 5052-H32 GUSSET
EAVE RAIL(SEE A-1 FOR SIZE) /, / W
INTERNALLYSCREW THRUBEAM I gg
W/(3)N10 x 11R"SMS C} • L] G
I I i 2"x3"EXTRUSION / Q Z EEC
Vx FASTENTOEAVERAIL B' / Ia— LU
N Ia. O
W/•tOx11?BMS6 FROM I ® 7x2'x1B•X4'LONGALUM L.I LU Z W
UPRIGHT 524'O.C. ' 1'X Yx0.044'OPEN BACK •I ANGLE EACH SIDE UP UPRIGHTW/ W_ =m N D.
FASTEN TO EAVE RAIL W/ (2)/12 x ZIW SMS INTO PURLIN N F-
(i)11YCIA.x21/2'THRUBOLT 010 x 11ZY SMS SPACED 3" I I (2) 2x314'SMSINTOYxY" 0 O H_J
W/NYLOCKJAMNUT-INUEU 1 i FROM UPRIGHTB®24"O.C. (2)Y12 x 314'SMS INTO I"x YSM INTO HT mOOJ
OFNYLOCKJAMNUT,JAM NUT MIN. C. 17 M N LL LL
W/THREADLOCKER MAYBE USED I B 5" 5" B" IDRAWN BY
I I Tx_SMSUPRIGHT 1'-4 I TP
(6EEA-IFORSIZE) I DATE DRAWN
INSTALLATION REQUIREMENTS:'
BOLT IS TO BE INSTALLEDASTO NOTES: I 03/03/17
NOT DAMAGE BASE MATERIAL 1. REO'D-GUSSE(1)EA
SOWENHOOS BE MINIMUME
DONOOVERTIGHTEN. PATENT PENDING INT FIN(LOR SITE OF BEAM-MAV BE REVISION
AS INTERNAL OR ETERNAL
2 SUBEAM TRACTS SCREWCHANGS
QADD OR
SUBTRACT SCREWS TO MAINTAIN 11/4' -
_ C/C SPACING,
3 GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
UPRIGHT TO BEAM CONNECTION SHEETNO:
SCALE:NTs F SLOPED PURLIN CONNECTION DETAIL
A-2 E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM SCALE:Nrs n
. A-2 SCALE:NTB A-2 _ JA
L
1/8°B.S.CABLE \
G'WIDE x 0.125°'T BRACKET 118'x6-x 1114"A-38 GALV. \ .
EACH BEAM ATTACHED TO NOTE: STEEL CLIP W/(2)3B'OIA
® (2)3f8'DIA.x4'LAG SCREWS FOR 12311 EMBEOMENT �1
FASCIA WI Wr x W LAGS(3 SPANS GREATERTHAN 3D•P
PER BRACKET)AND(1)31B"x 3' CONCRETE SCREW
LAG®24'O.C.ATGUTTER ANCHOR U-d. V)
SCRE INTO'LAG BRICKPAVERS 1, O O;J
SCREWINTOE%ISTING DEL COMPRESSION UI
,(2 Yx0.044'OPEN BACK OVERHANGFRAMING _ �; J Imo(,) < 0.Q
W/(2)M10z2*�AN
S THRU OR RAFTERTAIL SLEEVES BONDEDTO - ( N I z-
BEAM INTO S BOSSES
CONCRETE �U1�, M V)4;�O`
(1)010 'SMS 6' - .' 1 ,•
FROM BEA 24'O.C. I .•'!.c\
. PROFS�LbWSEAL (�
MATING ••SLAB/FOOTING
LEMENT - SEE p I)cJ-I
CONTRACTOR TO VERIFY flY Copy Q Mi
Yx 4'FASCIA-IF LESS L.1 Mj a
THAN 2'x 4°FASCIA,Yz4° 11B'B.S.CABLELu
11B"z2"x 2LUM SUB FASCIA SHALL BE ANGLE W/(4 314" S°SUPER PLACED OVER,LENGTHEN $ Ll_EMS EACNGE GUTTER LAGSCREWS TO FULLYO
EACH SIDEAM PENETRATE SUB FASCIA0.062'BACKING ON IF OTHER FASCIA,ADD Yx 1'PT FASDIAwf 12'lAG SMI DEPTH WINSIDE TER BOLTS-11/Y INTO TRUSS 21/B°x 111&°x. MIN.) TAILS-COUNTERSINKALUM RECEINNEL FLUSH.WHEN INSTALLING .q r Z 1 O
W/MIN.(2)W2x314'SMS 12°LAGSCREWS, _ W d' �d
PRE-ORIEL w/3l9'GRILL TO
PREVENT SPLITTING.
3/8°DIA x 3'EMBED SLAB f FOOTING G
CONC.SCREWANCHOR SEE PLAN
G GUTTER BRACE&MATING ELEMENTATTACHMENT DETAIL H-1 CABLE CONNECTIONS AT FOUNDATION J M
A-3 SCALE:NTS A-3 SCALE:NTS
az
LLILJJ
��a a
GUSSETPLATE SELF MATING Z L9 � � ,tp
PERESERIES BEAM k
t0/f W
4• -
g
PURUN MA% (9)014 x 314 SMS
118'PLATE ON 45'ANGLE p
WOOD: 6063-TBALUMWUM �5
CONTRACTOR TO INSTALL
1/10 x 3'WOOD SCREWS,II° (2J R74 x Y SMS THRU BRACE Ln
I INTO BEAM THRU GUSSET LL
FROM GIRTB®12'O.C. w p:
CON yC. PLATE —_— ❑ ❑
1/4-DIA.x3°CONCRETE • • • / ❑ Z
SCREW ANCHOR 6' DETAIL 02
FROM GIRT&®24'O.C. / --- QF L21 LWD
(4)#10 x 112'INTO • / � U m� UU
SCREWBOSS • - LLI O W a�n
EYE BOLT FOR CABLE TENSION / -m N H
O ONH KcF
11 CONTRACTOR SHALL RUN DRAWN BY
7xYORY%3'HOLLAW 114'THRU BOLTTOATTACH PERIMETER FRAMING - TP
I SECTION GIRT 4' WI NYLON WASHER&
MAX STAINLESS STEEL NUT DATE DRAWN
03/03/17
rxY 5° I REVISION
I IrrxSx1Z (4)N72 EA MEMBER -
5052-H32 PLATE -
DETAIL#1
' CABLE CONNECTION AT CORNER SKEET NO:
'C-1 1X2 TO HOST STRUCTURE DETAIL - H-3 ROOF BRACING CONNECTION DETAIL H-2
A-3 SCALE:NTS A-3 SCALE:NTS A-3 SCALE:NTS A—3
File
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(4)N74 x Ld'SMS TOP S BOTTOM RAILS.TYPICALLY
1R7'x Z'x Y EXTRUDED i • • I I 24'O.C. N z 6 ANGLE SM H-32 ALLOY-------_ INTO DJ Lu
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11-m ALLOY
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BRICKPAVERS CORNERPOST _ BMe NTOPOST S(1)3VDL�2)Nf4x7
CONCRETE SOT
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BONDE13TO _ CONCRETE
CONCRETE (2)N10x1 VYSMS
THRUSCREWBOSSES
'• 2114'MIN L7
SLAB/FOOTING CONO In (O n
SEE PLAN •�J ANCHOR Ln Z
1 EMBEDMENT �' 2H.14. CONC SLAB tFOOTINGBEE PIAN4BEDMENT. Q p
SIDE VIEW 0 i
SIDE VIEW Q W Fa ((w k�
Y CORNER POSTW/1°xY® G `C Z W 9
YxYOJ (4)014x3(4'SMS BACKSIDE" LLI'O W a N
(4)Y14x3/4"SMS INTO POST =m N 1L I
INTO DJ I I �. 718°x LENGTHAS REQUIRED O O N H D:Lei
(1)0(B'DIA CONCRETE 0 =MOO J
SCREW ANCHORS I FOR 2114'EMBED CONCRETE' IL (D om J LL LL
(2114'.CONC.EMBED) CONCRETE HOR INTO
1'x YBASE PLATE - - DTO BABE PIATE
' ANCHORED TO CONC Wl1M' ANCHORED TO CONC W/1M' TP
CONCRETE SCREW ANCHOR _ CONCRETE SCREW ANCHOR
(MIN.1 1,4'EMBED) (MIN.1 114'EMBED) DATE DRAW N
6'MAX EACH SIDE OF POST V MAX EACH SIDE OF POST 03/03/17
AND 24'O.C.MAX ..� AND24°0.C.MAX
• •�"• REVISION
t 6
F FRONT VIEW
FRONT VIEW
SHEET NO:
DJ-1 DOOR JAMB TO CONCRETE W/PAVERS DETAIL CP'1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-4 SCALE:NTS A-4 SCALE:NTS n _4