HomeMy WebLinkAboutEngineering CONTRACTOR:The Porch FaCto�''`LLC. WIND SPEED"`7 EXPOSURE HAV File E I��O�D3' �` ���vss\t *
DESIGN CRITERIA: BEENDETEIL. _LED USING THE ADVANCED AL 1� R0 p ��
TECHNOLOGY COUNCILS WEBSITE CONCEALED Ftri�JMTEMNEI7J 0�17rtAVTHMENTS - `��!G •....-..
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH. AAE THE f?EE$I'VNSIBILI I I OF THE `
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16
Structural Design,Chapter 20 Aluminum,and Chapter 23Wood. .CONTRACTOR Of RECORD. _ Q' O O•;J
2.AA ASM 35 and Specifications for Aluminum Structures,Pan I-A of theO. a m m Q.
_
Aluminum Design Manual prepared by The Aluminum Association,Inc.
Washington,D.C.,2010 Edition and the Guide to Aluminum Construedonin. _ .U N N
`n6'•� Z
high wind areas,2010. A-3 A-4
I 3.ASCE7-10. ����• •'Q��:
1 Wind dLoads ing Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk T-- THESE PLANS A D ALL PH*dPOSED WORT:
Category 1. b ;ARE SU®JECT TO ANY CORRECTIONS•-
PROFESSIONAL SEAL
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region 8c Basic A-4 REQUIRED®Y MELD INSPECTORS THAT
i Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind �— t %w LAY Sri E�iES.Pb Y:IN ORDER.:TQ0,
Speed:VuLT=150 MPH,VAao=116 MPH� }
3.Exposure Category,Paragraph 1609.4.3: C `• p .. ST.LiIC1F:r.OL^i't-1,?JU.itr:L=?3ITl15IDN p
4.Scram RoofEnclosum Table 2002.4 ,. �ipI�PL�' �H.;—.:-'-P�.I�iN RFVIER,�D�FORf�{�.V�PW"INCE cr ai o
I Foundation Design b - DATE. �i/Il!1 e i/ •— � a a
Existing concrete.No additional concrete footing or slab is required to PLAINS AND PERMIT MUST BE KEPT ON JOD U.
i resist the loads imposed by the proposed construction if the existing slab Is
a minimum 4"thick with an 811 x 811 thickened slab edge and to sound b OR NO INSPECTION WILL BE ti"UE. 201
condition free from structural cracking,spallinim or other deterioration. II tW+r si o.
! I{ A-3 _
Specifications µ>I 0
The following specifications are applicable to this project: ,x>(rel L G1� O
1.Whore concrete specifcatious are required,whether in the screen enclosure ss f W It It
tiscope or not,by one or more regulatory agency,the following specifications A-4 vv A-e Q
are applicable:
a.Concrete shall conform to ASTM C94 for the following components:
i.Portland Cement Type l,-ASTM C 150 ' i T
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 t
j iii. Airmo:didng+/-lY-ASTM C 260 —1}-- t :2t
iv.Water reducing agent-ASTM C494 § i 'rf' Q Z
V.Clean Potable water >a I H A_e
vL Other admixtures not permitted ' --E
IT.Metal accessories shall conform to: I j r., W o! g
I.Reinforcing Bars-ASTM A615,grade 60 I i y71 �� ��•
ii.Welded wire fabric-ASTM A185 Z(7
c.Concrete slump at discharge chute not less than 3"or more than 5". I / l`vv V)W e
Water added after hatching is not permitted. i
d.Prepare and place concrete per American Concrete Institute Manual ' Z v
of Standard Practice,Parts 1,2,and 3 including hot weather _ i A_e zxxm)
v a
recommendations.
e.Moist cure or polyethylene curing permitted.
f.Prior to placing concrete,treat the entire subsurface area for termites
in compliance with the FBC. xy_r LLL z 3
g.Concrete shall be placed over a polyethylene vapor barrier. A_3 K
h.All aluminum components embedded within concrete shall be coated Ln
with a bituminous paint or epoxy. 4 ---------- _ W
L
2.Aluminum extrusions shall be 6005 T5 Alloy * A 3
3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or t�ii�1 p m
better zinc plated to ASTM B633,or coated stainless steel series"300",or Q =Lu
uncoated stainless steel series 114001j. 5
4.All Self Mating Beam Sections are to be stitched with either#14 screws 6" b Z 0 w m
from ends and 24"center to center or Nl2 screws 6"from ends and 121I center , LU o y a
O o
5.Screened enclosures containing swimming pools shall comply with the
to ceater. 41'-yi G. N
applicable requirements of FBC R4501.17 Residential Swimming Barrier .
DRAWN BY
requirements.
6.Screen material shall be 18/14 screen.unless approved by Suncoas[ A-4 A-3 A-e� �A-e - TP
Aluminum Engineering,LLC. DATE DRAWN
r-r�e•-r r-r r-r r-r r-r r-r r-r r-r rx
7.Door location shell he determined by contractor in the field. 03/21/17
8.When installing pavers over concrete slab or footing which are supporting
aluminum members,;such as continuous screen tracks or upright,the pavers REVISION
must be bonded to the concrete with an epoxy,'thidset,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 8abilitynot to
exceed design and engineering fee. /SHEET NO:
Roof Type A_
Roof Type:MANSARD
ALUMINUM MEMBERS DIMEN.'j�IS
IlWxrxr EXTRUDED 1 /
I HOLLOW SECTIONS ANGLE 5052 Ha2ALLO N�y/V
SIDE `�\!/I�
2x2:2"x2"xO046" yry� �{J V �'•.
2x3:3"x3"xO.050" Ffle Copt �' L
2x4:2"xd"x0.050" UPRIGHT +�: y
2 x5:2"X 5"x0.050" a
OPEN BACK SECTIONS ® ` tJ 0_ Q
I x2:I"x2"x0.040" 1"x2i O.B.BASE PIATE-TYP — r..;iJ U=
I x3:1x3"x0.045" care �N�•,� 1
SNAP SECTIONS a aroF"T yw •�i 1•' (,�1•,`
2x25Dfl 2"x2"x0.045" Sd MIN EDGE DISTANCE FROM
1 2x3 Snap.2"x3"x0.050" SLAB/FOOTING - EXTERIOR OF COLUMN TO /
p' SEE PLAN - OUTSIDE EDGE OF SLAB
2 x 4 Snap:2"x4"xO.045" ",•• •• I I dFE SIGNAL SEAL
-I SIDE VIEW 2WIDTH IIrX BEAM OFR3TIH
SELF MATING(ShID)
I x43MB;T'x4"x0.044"X0.100 (1)1R'DIA THRU BOITw/NriOCK OR UPRIGHT DEPTH.Im I I \
I 2x5 SMB:2"x5 x0.050x 0.100' JAM NUT-INLIEU OF NYLOCK JAM ALUM BAC ONO PLATE O �1
I 2 x 5 SMB:2"x 6"X 0.050"X 0.100" NUT,JAM NUT.MREADLOCKER 60GVIB ALUMNINUM I I LLyUL�JJI
(1)3fB'DI0.#ON MAV BE USED
2x7SMB:2"x7"x O.057"X0.12O" SCREWTIGHTENTOCONTACT-DONOT2x8 SMB:2".x8"%0.072"x0.124'• (21/4'CO OVERTIGHTEN voe V2cc s
x9 SMB:T'x 9"x 0.072x0.124" W d2 x IO SMB:2"x 10"x 0:092"x0.398" a=acc64CREWBOSSES INTO LL.MINIMUM FASTENER EDGE DISTANCE If2' •Y CHNRRAILMEMBER I NIE•fASUM FASTENER SPACING:3/4" O' r BASE PLATE ANCHORED TO WCONCRETE SCREWANCROR: 1CONCNutI<°CONCRETESCREW WyANCHOR(MIN.111Y EMBED)SIMPSON TI•TEN HD OR EQUIVALENTSIAe/FOOTINx 8°MAX EACH SIDE OF POSTANOSHEET METAL SCREWS ISMS): SEE PIAN24•o.c.MA% I I•' _ SNAP BEAM Z s
ITW/BUILDEX OR EQUIVALENT FRONTVIEW ONLY IVV/lll F-
I C PURLIN OR GIRT TO BEAM OR POST DETAIL Z
A 2 2"x 4"OR LARGER U SRI�GH O CONCRETE DETAIL A_2 SCALE:NTS J y9p
QZFo
~LLJ 3
o LLJ
. "oTE. .. - V'Zg L�
SEE TALL-0UT BELOW FORJOFSCREWS. Z C�ggg$ ;G
• SCREWS SHOWN FORRLUSTRATNE �Z W
PURPOSES ONlV.00 NOT COUNT N W GGGGC
SCREWS ON DRAWING,
OV 6MBBFAM NOTCHED
MEMBER SIZE EDGE'C
OVER UPRIGHT 3
(SEER-1 FOR SIZE) rw/MIN(NS10 x 1 IrEDTO (24OTAL) /P O.C.
BEAM w/MIN(4)Y70 x 1 1?SMS (24 TOTAL) a
2X6-2X10 I& PLACE WASHER UNDER SCREW rX PURLW LH
INGUSSETCORNER It
FLASHING
EAVE RAIL )(SEE A-1 FOR 612E 3/16'.6052-H32GUSSET
2'xr EXTRUSION ,
IMERNALLVSCREW THRl1BEAM
I
i WI(3)M10x 11?SMS C{ I Z Q
I I / WLU
rxrxlWxS'LONG ALUM `Q
1'xrx0.044.OPEN BACK ANGLEEACHSIDEUP UPRIGHTWI `, Z W 1'x FASTEN TO EAVE RAIL /. v
..I Wl 910 x 112'SMS 6•FROM I I i 11/4"TYP 5/B,'TYP Nlox 11 lrTSMS SPA EDT I (2)H2x3I4'SMSINTOrxZ' W_ O N a
UPRIGHT 824"O.C. i \ �$" FROM UPRIGHTS®2a°O.C. I I (2)472X3'4'SMS INTO UPRIGHT m
(1)1?DW x21R"THRU BOLT (2)412X31a'&MS INT01':r cc cc
W/NYLOCK JAM NUT-IN UEU MIN 8 B i i Ll U N LL
OFNYLOCKJAMNUT,JAM NUT ,�
W/THREADLOCKER MAYBE USED I I - B I UPRIGHT DRAWN BY
I rxSMB UPRIGHT
(SEE A-1 FOR SIZE) NOTES: I DATE DRAWN
INSTALLATION REQUIREMENTS: 8 1. GUSSET DIMENSIONS ARE MINIMUM(2) 03/03/17
BOLT IS TO BE INSTALLED AS TO - REO'D-(1)EA SIDE OF BEAM-MAYBE
NOT DAMAGE BASE MATERIAL INTERNAL OR EXTERNAL
REVISION
DO NO OVER TIGHTEN. PATENTPENDING. 2. AS BEAM SIZE CHANGES,ADD OR
SUBTRACT SCREWS TO MAINTAIN 1114' 1
GC SPACING. -
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM Sq.
UPRIGHT TO BEAM CONNECTION 1 F SLOPED PURLIN CONNECTION DETAIL sHEErNo:
A_2 SCALE:M6 E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM A_2. SCALE:NTS ^
. /Y A-2 - _ SCALE NTS _ A_L
f \\�\11I
3118'S.S.CABLE � � \ /
e-WIOEx0.125TBRACKET ie A-W GAIN.
STEEL CLIP
®EACH BEAM ATTACHED TO NOTE:
FASCIA W/3B'x3'IAGS(3 (2)aWCIA,x 4'LAO SCREWS FOR x2314•EMBEDMENT
SPANS GREATER 30'4T CONCRETE SCREW !�
PER BRACKET)AND(1)3R'x3• ANCHOR y
LAG 024.O.C.AT GUTTER (7)3I8'DIAxPLAG BRICK PAVERS — LLO o
SCREW INTO EXISTING DBL COMPRESSION Q.• 10' w r)Q r
1-xrxO.OWOPEN BACK OVERHANG FRAMNO SLEEVES — rJ
1 BEAM NATO SCREW BOSSES OR RAFTED TO
ERTAIL CONCRETE i(n�, Z I N k o�
(1)NIOXI 1/2'SMSS' O 7
FROMBEAM AND24'O.C. ' : ��� •((���
•1' •
//ILIA
PROFE SIONAL SEAL
1 MATING •`•'
fiLAB lFOOTNO
ELEMENT SEE PLAN ❑
CONTRACTOR TO VERIFY File COPY O W L_
rx4-FASCIA-IF LESS py ul
THANrx4'FASCIA,rx4' y 3116-S.S.CABLE W a a 3
1 118'xrxrxrALUM SU,FASCAr,HALL,E 3j Iq �$
ARGLEW/(4)#14x3/4' WSUPER PLACED OVER,LENGTHEN 8b 31 34
-EMS EACHFLANGE GUTTER LAG SCREWS TO FULLY I LL
EACH SIDE OF BEAM PENETRATE SUB FASCIA O 4a d ¢¢
O.OfiY BACKING PLATE ON IF OTHER FASCIA,ADD rx SLABlFOOTERUl
INSIDE OF GUTTER 4'PT FASCNwl1T!'IAO •.4',• MID DEPTH. W V6J�
BOLTS-I ItZ INTO TRUSS BBII SyI
2116'x 11lB°x.O6r(MNJ TAILS-COUNTERSINK x 2X a
j FLUSH.WHEN IN6TAWNG
ALUM IN.(2) 12 CHANNEL Z N? O=
i iQ'-DRILL 318
I ,Wl MIN.(2)#12x314'SMS PRE-DRILLwI&8'WS,DRILLTO - W' d �d
� PREVENT SPLITTING.
3/9'CIA.x 3"EMBED SLAB/FOOTING <7
i CONC.SCREWANCHOR SEE PLAN RL
G ' GUTTER BRACE 8 MATING ELEMENT ATTACHMENT DETAIL
H-1 CABLE CONNECTIONS AT FOUNDATION —) M
SCALE:NTS A-3 SCALE:NTa J
- A-3 �
Wa
GUSSETPLATE SELF MATING Z FD 1gM' LC
PER ESERIS BEAM VI W
I
j 3.
j PURLIN MAX (9)014 x 314 EMS (L
1/8°PLATE ON 46-ANGLE It
0 3
I WOOD: CONTRACTORTO INSTALL 6063-TBALUMINUM 13
I K70:3"WOOD SCREWS 6" (2)#14 x r EMS THRU BRACE L1��
FROM GIRT&®1r 0.C. INTOBEAMTHRUGUSSET W N
- CONC: PLANE
114'DIA x 3•CONCRETE • • • / OC
sCREWANCHOR,S' DETAIL#2 w w
FROM GIRT&®24.O.C. -- -- <
i I (4)#IOx 1/?INTO • 3
O W
SCREW BOSS - Z N
.. EYE BOLT_FOR CABLE TENSION • / Q 0:w I
ZoO_i
• I / I (L O N LL U.
1
141
112 CONTRACTOR SHALL RUN I DRAWN BY
114'THRU BOLTTOATTACH TP
r x r OR r X W HOLLOW NYLON WASHER PERIMETER FRAMING
I SECTION GIRT MAX ST/ANLESS STEEL NUT I I DATE DRAWN
rxr
6 I 03/03/17
REVISION
1 1Q'x 6'x 1/B' 1N12 EA MEMBER
6052-H32PLATE -
DETAIL#1 '
SHEET NO:
C-1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER
A-3 scuE NTs A 3 ficALe NTa A 3 SCALE:NTS A
File Copy ' ••L,;
Z
4;r< O
WOOD HEADE Q
R: L'•�_
CONC.HEADER: (1)3W.7 LAG SCREW INTO HEADER _ F C•
114'x3'CONCREIE N
SCREWANCHOR 24.O.C. CONCRETE HEADER:'
(1)31B'DIA x 3°CONCRETE SCREW �•. (�
WOOD HEADER: EXISTING ANCHOR INTO HEADER y'•
010 93'WOOD SCREWS HEADER
'[N 12'O.C. //' • 1
1
I —
G PRO SSIDNAL SEAL
EXISTIN
) HFADEA 1
1
--1°x2"HOLLOW flxYHOLLOW 1°#7 w1#I0xrSMS•6' - ul
.. SECTION SECTION MAX EACH SIDE OF POST
W000: AND 24'O.C.MAX w s N10 x 3'WOODS WO
®tYO.C. rxr Yo.12SALUM ANGLE WI 0
GDIID: (4)/14Y 314 SMS INTO UPRIGHT a ® 44 4Y
114'DIN x 3'CONCRETE W '£ 0. a
6CREWANCHUR®24'O.C. YzUPRIGHT `ccc
Z
1'x2°HOLLOW _ zH�y'I( Iyy
SECTION Z 5 O
EXISTING HOST W
B-2 POST TO HEADER DETAIL Iz
B-1 1X2T0sEAD 9DETAIL A-4 ER sCAte NTS
A-4 u
I<Z
LU
1°x r O.S.FASTENED TO CORNER v Z �
POST W/012z1'112'SMS AT('FROM
TOP 6BOTTOM BARS.TYPICALLY® Z V� ggg cc
v0'xrxYEXTRUDEO 14°0.0. (A LU q .
ANGLE 5052 H-U ALLOY (4)H4 Y 34'SMS GGGF 0:
INTO DJ 1/B°x Yx T'EXTRUDEDANGLE6D52
'CORNERPOST H82ALLOY EACORNER YO(2)#14XT u
SMS INTO POST 3(1)S'S'DIA LU
CONCRETE SCREWANCHOR INTO
.� .J,• CONCRETE Z g
• •b' '••' (2)#10 x 111r SM9 — 2
nx co _ THRU SCREW BOSSES
SLABIFOOTING y,x+ 2lArmlN CONC Z 3
SEE PLAN ANCHOREMBEDMENT NN O
SLAB/FOOTiNO .''•' L Z
'SEEPLAN 4 di•
SIDE VIEW N
.•SIDEVIEW Q
H
T' CORNER POSTWJI°x2•®
(4)d14x3)1°SMS BACKSIDE W_ <,O U
(1)318'DW CONCRETE 1NTOPOST Z N�..A
BCREWANCHORS 2'xr DJ 3W.LENGTH AS REWIRED 0 D_
(2114-CONC.EMBED) FOR 2 ET EMBED CONCRETE m 1 LL
SCREWANCHOR INTO
CONCRETE
rxr6ASEPLATE _ � DRAWN BY
--- - ANCHORED TO CONCWI114' TP
,�• ,.'i CONCRETE SORE !�'
(MIN.1 v4"EMSE4•EMeeD) .• DATE DRAWN
1'x7BASEPLATE ! 6'MAX EACH SI09OFPOST 03103117
ANCHOREDTO.CONCIMI)4° F AND 24'O.C.MAX
CONCRETE SO ••S REVISION
'(MIN.1114"EMBED) ••4•' �' '�' ,
O'MAX EACH SIDE OF POST !1• 4 �'• -
AN024'O.C.MAY ••
•• FRONT VIEW FRONT VIEW sFIEEl NO:
DJ-1 DOOR JAMS TO CONCRETE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL A� SCALE:NTS A-4 SCALE:NTS /A//��1_4