HomeMy WebLinkAboutEngineering CONTRACTOR:K&S INDUSTRIE$�--.
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DESIGN CRITERIA:
Applicahle Codes Reeulations,and Standards ."•••.. 2�
1.The SW Edition(2014)FlorfdaBuildmg Code,specifically Chapter 16 'f t _ ( U.4
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. �ty
', a O O•,�..
2.AA ASM 35 and Specifications for Aluminum Structures,Pact 1-A of the - ¢•rn
CONCEALED FASTENERS OR ATTACHMENTS Z 1- `Z=
Aluminum Design Manual prepared by The Aluminum Associatio4lna. -D- w t in it'
Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in Tl1 e�1�y11t�rp�cry �1 �\
high wind areas,2010, ARE tiIERWPONSItlpA6p�11IylOF�THE .� � Z \V GJ\
3.ASSCE 7-10. VI'I1FitlMIIN //,'GOk .. •'�OtC
Wind loads
1.Building Occupaacy Category,Paragraph 1604.5 and Table 1604.5: Risk ///••I ICI 16
PROFESSIONAL SEAL
Categon I. L
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 El
Speed:VnLT=150MPH.V�a=116MPH O
3.Exposure Category,Paragraph 1609.43: B THESE PLANS AtJi��,LL PHO�oSEn YJOnI; z W
4.Screen Roof Enclosure Table zoo2.4' - ARE SUBJECT TO ANY CORRECTIONS u d
Foundation Basin A-3 NEQUIRED BY FIELD INSPECTORS TEAT U. �
New 8"z 8"footing w/(1)45 Cont.31"overlap at Joints on 3"chairs and y
poured w/2 500 PSI concrete.The foundations are based on a minimum_ N Ci�z�MY 86�ECES9A.RY:IN ORDER TO:'+1
5
sail bearing pressure of 1,500 MP4.Y V psE A_3 ,L;® ftH AzC•APOLICAME CODES. W °-
Specifications t Z 2
L O i
The following specifications me applicable
to s project. \
1.Where concrete specifications are required,whether in the screen enclosure n r` - w Ind �a•
' scope or not,by one or mom regulatory agency,the following specifications
A-3 tr C 2
are applicable:
a,Concrete shall conform to ASTM C94 for the following components: 4
i.Portland Cement Type 1,-ASTM C 150 yI t » A-8 t TrP i
I Aggregates-Large Aggregate 3/4"max-ASTM C 33 I i 33
+ iii. Air entraining+/-1%-AST'M C 260
iv.Water reducing agent-ASTM C494
v,
Clean Potable water permitted it A-E
cc
vi. Other admixtures not r TrP -i LU 4l
b.Metal accessories shall conform to: LU g
i.Reiaforciog Bars-ASTMA615,grade 60 ��tt'-o'-� _ �tt'-D'� U Z RBEEg I F
H.Welded wire fabric-ASTM A185 q-3 A-4 z(,p HE
c.Concrete slump at discharge chute not less than 3"ormore than 5". M.Z.
Water added after hatching is not permitted a
d.Prepare and place concrete per American Concrete laslitute Manual
of Standard practice,Parts I,2,and 3 including hotweather - 1
recommendatons. ST.T C.. rgTn-ry f 'DINGnrVISION
e.Moist cure or polyethylene curing permitted ------------------------------- RFVIFSV40 FOR CfQ}�yTL1AiscE
f.Prior to placing concrete,treat the entire subsurface area for termites txa TVP H�ir2EIVE/�BX ,7i s
in compliance with the FBC. DATE 3!�7 J r _
g.Concrete shall be placed over a polyethylene vapor barrier. - PLANS AND QUIT MAST Bt KEPT ON Ton � 6
Jr.All aluminum components embedded within concrete shall be coated OI:NO INSPECTION WILL tip,ldlt.DL Itn� to
with a bituminous paint or epoxy. W
2.Aluminum extrusions shall be 6005 T5 Alloy '✓� ffffff
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3.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or p�`
better zinc plated to ASTM B633,or coated stainless steel series"300",or Q Fa v
uncoated stainless steel series"400". b
4.All Self Mating Beam Sections am to be stitched with either#14 screws 6" y tx2 np } J
from ends and 24"center to center or 412 screws 6"from cads and 12"center lrJ O a~i
to center. -
5.Screened enclosures containing swimming pools shall comply with the n-3 A-3 A-2 A-E A-4 M O O a'�
o C'
applicable requirements of FDC R4501.17 Residential Swimming Barrie O. m i
requirements. DRAWN BY
j6.Screen material shall be 18/14 screen.unless approved by Suncoasl _ TP
Aluminum Engineering,LLC.
DATE DRAWN
7.Door location shall be determined by contractor in the field
02/07/17
S.When installing pavers over concrete slab or footing which am supporting
aluminum members,such as continuous screen tracks or upright,the pavers REVISION
must be bonded to the concrete with an epoxy,thiuset,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
exceed design and engineering fee.
SHE O:
Roof Type A^1
Roof Type.MANSARD(HIPPED GABLE
ALUMINUM MEM FRS DMSW 'S
(1)iR CIA.THRU BOLT./NYLOCK
HOLLOW SECTIONS 1/B"x2°x7'EXTRUDED JAM NUT-IN LIEU OF HYLOCK JAM ` •(�''•,/�.\�
2X2:2"x2"XO.Odb" ANGLE 6052 H.ALLOY EA NUT JAM NUT./THREADLOCKER V'
2X3:2"x3"z0.050., 91DE I MAYBE USED
O O;Q
2X4:2"x.4"xO.050" BRICKPAVERS ® TGHTEN TO CONTACT-DO NOT PP��x
2x5:2"x5"x DD50" OVER7IGHTEN - Q� `mil•G p;z
OPEN BACK S1;CflON9 BONDEDTO
1.2:I"x2"x0.040" CONCRETE �� ••cam
I X3:1"x3"x0.045" !v;
SNAP SECTIONS ••Tw•u eo LuaLn - %�� '•" �` \
2 x2 Snap:2"X2"XO.D45" µp10 n '
2 X 3 Snap:2"X3"x 0.050" SLABIFOOTING J,f
2 X4 Snap:Vx4"x(,045" SEE PLAN - I I PRO.u&,5SAL
21)2•x l/a•x(GIRT OR PURLIN
SELF MATING ISMSIDE VIEW AID SIDE 1RxBF?M DEPTH
X 4 SMB:2"%4"X 0.044"%0.100" OR UPRIGHT DEPTH-Mn
2 ALUM BALKING PLATE
2 x 5 SMB:2"X 5"X 0.050"X 0.100" 606346BA ALUMNIN T9 I I 0
2 x6 SMH:2"x 6"x OA50"x0.120" I cc
2 x7 SMB:2"x7"X0.057"X0.120" (1)313°CIA,CONCRETE �� O W
2XBSMB:2"x8"xO.072"xO.I24" SCREWANCHORS I I UPRIGHT I W.
2x9SME:2"x9"X0.072"X0,124" (2114"CONC.EMBED) _ LL m I'
2x 10 SMB:2"x 10"x 0.092"x 0.398"
' I (4)010x 11R EMS INTO O aa
MDTIMUM FASTENER EDGE DISTANCE:1/2" - _ Vx2'BASEPLATF CMgIR RAILMEMBER I SCREWBOSBES O 6
MEMAUM FASTENER SPACING:3/4" BRICKPAVERS ANCHORED TO CONO W11W
UJ CONCRETE IWCONC.
NC.EMBED) I I z
CONCRETE SCREW ANCHOR; (MIN.
EACH SIDE OF POST l ITC1y1 l@Y
SIMYSON TITEN HD OR FJ�UNALENC AND 24.OA.MAX
SHEET METALSCREW3(SMSI: y I I SNAP OR BELFJ.1A71NGBEAM Z s 5
- TCW/BUR.DEX OR EQUIVALENT �:a, ,.�•,'°•• !F
ONLY W
SLAB/FOOTING J••''/.' ', 'r•e•I°
SEEPLAN TTTtttt
• FRONTVIEW A2 PURLIN OR GIRT
9LOALBEEFAMOR POST DETAIL mug
B "x 4"OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL '3 5 g
A-Z SCALE:HIS Q L7 F q
LZ
t U <
SEE CALL-OUT BELOW FORMOF SCREWS. :n'I; •1I ``!\•
.I ..) gss
SCREWS SHOWN FOR RLU6TRATNE -(`I' = `1''� �' In W � 2
PURPOSESONLY.DONOTCOUN7 {{ I,'i'• I, ''�1 �i
' SCREWS ON DRAWNG. 1.^-'• ,7�'�.':, '
a
T x PURUNS ATTACHED TO X14 SMS Q 1 1/4"O.C.
OT' BEAM.IMIN(4)010.1 1R SMS (IS TOTAL)
CENTERLINE OFSOLTTO PLACE WASHER UNDER SCREW
ANY FREE EDGE TO BE MIN I" 2"x__6MB BEAM IN GUSSET CORNER i K
NOTCHED OVER UPRIGHT ��� / -- -- 2Y2'PURLIN p as
(SEE A-1 FOR SLZE) 5 %. 1n
H0x I IR$ME a I" 2°x T EXTRUSION
FROM UPRIGHT&24.O.C. 3116"WU H32 GUSSET ��® CONNECTED TO L
ILE
_ UPRIGHT THROUGH INSIDE r (L IJy.
'EAVE RAIL iSEE A-1 FOR SIZE) SCREWBOSSES
INTERNALLYSCREWTHRU BEAM NOTCH FRONT OFUPRIGHTTO n O W w
W/(3)tl10XI Irr yy 1'X 2•x O.SW OPEN BACK ACCOMMODATE PURL01 Q QU R
INTERNALLY SCR6xIlre UPRIGHT SMS& I EACH 15_J
1114"TYP STE TOEAVRSMS& EACH BOTH PUWS SHALL J
/ -613"TYP M EMS TO SAVE'FROM I {F-
-
VxFASTENTOEAVERAIL 6"//", I ENGAGE BOTH PURLIN AND WZ m
WI(2)M70X71R INTO I i'l(1)1l2'DI0.x212`THRU BOLT p10x 11/PRIGHT AND
AT2FROM O_
UPRIGHT AND AT24"O.C. I UPRIGHT w Z O 1S
SCREW BOSSES I i W/NYLOCK JAM NUT•IN LIEU rn
OF NYLOCK JAM NUT,JAM NUT U m d
W/THRFADLOCKER MAY BE USED „/�.•B
1' 1' TNOTCHOINSIDEOF / 6 I UPRIGHT DRAWN BY
MIN' I MIN IIPRIG14T FOR BEAM B I TP
/ DATE DRAWN
B 1.0 GUSSET DIMENSIONS ARE MINIMUM(2) I ( 02107117
YX`SMB UPRIGHT RED'D-(1)EA SIDE OF BEAM-MAY BE REVISION
INSTALLATION REQUIREMENTS, SEE A-1 FOR SIZE
BOLT IS TO BE INSTALLED AS TO ( ) INTERNAL OR EXTERNAL
NOT DAMAGE BASE MATERIAL 2. AS BEAM SIZE CHANGES,ADD OR
DO NO OVER TIGHTEN. SUBTRACT SCREWS TO MAINTAIN I I/4°
C/C SPACING. ,
S. GUSSET LENGTHS REMAIN CONSTANT, _
VOMSUSSET CHANGE R MAIN CBEAM SIZE.d UPRIGHTTO BEAM CONNECTION F SLOPED P RLIN CONNECTION DETAIL SHEET NO:
scALE:MS A-2 SCALE:NTs //''��
A-2 E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL-RIGID MEDIUM A
A-2 scALE:N s 2
6'WIOEx 0.125"2-BRACKEi �� •K 1J�`1,1,//
®EA CH BEAMATTACHEDTO (2)316"DIA x4"LAG SCREWS FOR
FASCIA Wl316"x3"LAGS(J
SPANS GREATER THAN 364P
j PERBRACKE'O.C.AGUTT3" !i KET GEACH BE'M
LAG®24'O.C.AT GUTTER BRACKET F EACH BEM" �.••
(1)J111^DIAxq°LAG ATTACHED TO FASCIA W/3'6' i (1)3S"OVLX4^lA0
1'x Yz0.044^OPEN BACK SCAEWIMOE%IS7WG x3'lAGS(J PER BRACI(ET) SCREWIMO EXISTING
W/(2)YlOx21lY SMS THRU OVERHANG FRAMING ANO(1)1S"x3"LAG®24'O.C. OVERHANG FRAMING - �• ['� W Q_
BEAM INTO SCREWBOSSES OR RAFTER TAIL AT GUTTER ORRAFTERTAIL Yx Yx IM-x 4"ANGLE - f. O, _
C
PROVIDE 414 x 1"INTO EACH
MEMBER ASINDICATED O N 4
(1)HOx11R'SMS(" (I)Y74xYSMS6'
FROM BEAM AND 24'O.C. FROM BEAM AND 24°O.C. NOTE: // -nl •'l,�� F
CONNECTION DETAIL / / ••"�CIL•'P'rO`�\\\ 2
AT SIMILAR
MATING
RAIL - _——— PROFE�16SFAL1
MATING
ELEMENT
CONTRACTORTO VERIFY (4)01Dx 2-SMS FROM CONTRACTOR TO VERIFY O
2"x 4'FASCIN-IF LESS Y x 4"FASCIA-IF LESS Or LJ
THANYx4°FASD Yx4° 1'xY1NT0 SCREW BOSSES
IA THAN 2'x 4"FASCIA Yx4'
11B°z 2'x 2'xYALUM SUB FASCIA SHALL BE SUB FASCIA SHALL BE VCORNIR L.1wANGLE WI(4)Y74X314' 6°SUPER PLACED OVER,LENGTHEN PLACED OVER,LENGTHEN SMS EACHF ANGE GUT ER LAG SCREWS TO FULLY LAO SCREWe TO FUL Cc
dEACH6IDEOF BEAM PENETRATE SUB FASCIA 7"SUPER GUTTER PENETRATE eUO FASCW 6063-T6ALUMINUM IF OTHE0.FASCl,AOD Yx IF OTHER FA6ClA A00 Yx <'x<'%1/6•PLATE 00.062"BACKWG PLATE ON q•PT FASCIA w/1?LAG - W/Y14x 1'WTO EACH IN$IDE OF GUTTER BOLT6A1C1R'IMOTRUSS RACEBOLTS-11R"INTOTRUSS MEMBER AS INDICATED LU fTAILS-COUNTERSINK NT WALL;2'x 3^x 0.046-21/6°x11/B'x.082'(MW.) FLUSH.WHEN INSTAWNG TAILS-COUNTERSINK I ZZALUM RECENING CHANNEL FLUSH.WHENWSTALE WALL:Yx 2'x BDWW/MIN.(2)012 x 3/4'SMS 1R"LAGSwl318" iR'LAG SCREWS,PRE-ORIEL w/3I8"DRILLTO PRE-DRILL w131B"DRILLTO — Z �
PREVENT SPLITTING. PREVENT SPLITTING W d �d
BASE PLATE C
( V GUTTER BRACE&MATING ELEMENT ATTACHMENT DETAIL G-� GUTTER BRACE&PURLIN ATTACHMENT DETAIL U
SCALE:Ns SCALE:N9A A H-1 CORNER
y
K-BRACE DETAIL �JL
A-3 SCALE:HIS J
5
uj
0 LU
" ( 1 ZQa � 3
SELF MATING N 7-
BEAM
Lij
PURLIN 2"x 2'x 1/6'ANGLE x 0'LONG
PROVIDE 014 x 1-INTO EACH
MEMBER AS INDICATED- / S
BELOW N
{L� O
WOOD,---
' ) Y16X3"W000SCREWS,6'
FRCM GIRT&®1Y O.C. {%j Y
CONIC, 1/B-EXTERNAL RACKING PLATE N
4/4'DIAx 3"CONCRETE 6063-T6ALUMINUM V•I
SCREWANCHOR.6" (2)Y74x2°SMS 4"xfi"x1lU'PLATE �' Z U-
FROM GIRT B®24.O.C. I EACH MEM ftA5 ❑ O W
(4)010x 11R'INTO I INDICATED ~O w
SCREWBOSS DETAIL#2 FU¢
FROM WALL 2'x 3"X O.G46' ffI I LLI O a N
I SIDE WALL-Y x Y x 0.04B- _y • I O z IL
•• I m K
aUma4�i
2'zY OR 2°XWHOLLOW GIRT • I DRAWN BY
1 SECTION GIRT
K•BRADE I• GIRT TP
Yx4'x 1/6'STRAp FROM WALL'7X 3'x 0.046"
1°z2' sme WALLrX Yxaoafi"' DATE DRAWN
I 4°(MIN)UPRIGM 02/07/17
I I REVISION
2"x 2°x UW ANGLE OVER TOP I A'j OF EAVE RAIL W/14"DIA I
THRU BOLT DETAIL#1
C'l 1X2 TO HOST STRUCTURE DETAIL SCALE:MS H-3 ROOF BRACING DETAIL H-2 INTERMEDIATE K-BRACE DETAIL SHEETNO:
A_2
A-3 A_3 SCALE:HIS A-3
TING
BE GJA,Fasces \�SEE G/A3 FOR
REQUIREMENTS I ��; •�••••
Yx2'DR2'x3' (4)p10x4"SMSTHRU �.' -I=
2"'2" MEMBER POST INTO CHAIR4M Q;W M W it'.Q—
GUTTER SCREW BOSSES Ip MM 1 f- O�z-
. BRACE (2)1/4'x2' —= .D-: T ) NLi:_O—
LAOSCREWS
GRADE c - I CORNER POST z ,.C� ;•(���
1141
' ri•�: YxYx 4'x 0.72SALUM
•:':::.,- ANGLE W/(4)p745M5 u
EACH FLANGE-INTERNAL
BACKING PLATE6 'PA BbNh��EAL
��'/•'�.',,• CUTTER
L2- CHAIR RAIL TO ER POST DETAIL(i)NSCONTON3' B° SCALE:NTSCHAIRS fiY.'.I;�. ;' '.!t ��:I. '. ❑ qq
S%B"RIBBON MATING ELEMENT
FOOTING
Lu d o
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNOATION66HOWR)ARE BASEOONAMIN 601LBEARINO 2"x2'x4'x012SALUM YxTx4"x0.125'ALUM YxY'OR2"x3" I I (2)p10z 3"6MSTHRU d' ❑m
PRESSURE OF I.SM PSF. ANGLE W/(4)X745MS ANGLE W/(4)Y746M6 MEMBER —POST INTO CMAIRftAIL W a
2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS,ROOTS AND EACH FLANGE W/INTERNAL I uuu��� EACH FLANGE W/INTERNAL SCREW BOSSES W
COMPACTED PRIOR TO PLACEMENT OF CONC. BACKING PIATES m BACKING PLATES tee— Z Z
3. CONCRETE SHALLBE PER SPECIFICATIONS ON SHEETA-1. F I 1 (7 `jGsJ O
4. FIBERMESH MAYBE USED IN LIEU FOR WELDED WIRE MESH. I 4$ I =
5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR DOORJAMB W 0 �a!
NON-HABrrASLE CONCRETE FLAT WORK I I
G-2 MATING ELEMENT ATTACHMENT A GUTTER CORNER DETAIL
A CONTINUOUS FOOTING A-4 BCALE:NTs CHAIR RAIL TO DOOR JAMB DETAIL j JF.
A-4 SCALE:NTS Q Z pgy
. d' pg a5
1'x 2-O.B.FASTENED TO CORNER 0 Z oil
POSTW/012x I IWSMSAT6'FROM u rWW�
1IWx2'x 2'EXTRUDED (4)014 x314"6MS TOP S BOTTOM RAILS.TYPICALLY® Z(' �`•�
ANGLE 6052 H-32ALLOY • INTO DJ I 24'D.C.
1/B'x2'x2'EXTRUDEDANGLE5052
BRICKPAVERS I CORNERPO6T I I I I ;IMS ALINTLOY
EACOOST& NEE D11A.)414 Y a
I I CONCRETE SCREWANCHOR INTO o
BONDED TO CONCRETE
CONCRETE (2)p10z17/2"SMs I ��ll11 Fo
TMRU SCREW BOSSES _ _ Of �+
❑ a
•', • 2114"MIN y
SLAB/FOOTING .d CONC N W
SEE PLAN .t ANCHOR 4Y
EMBEDMENTLu
SLAB I FOOTING 2174'MIN CONC J J
• •• SEE PLAN ANCHOR EMBEDMET ❑ ZZ LL
SIDE VIEW LLi
SIDE VIEW U R
ra>~�
WSMS 2'xYDJ Y CORNER POST W/1-x 2'® 1V JO g N
(4)N14 x 314'6M5 BACKSIDEIL
(4)p14 x INTO DJ I ITO POST Q Z p 0 m
(7)3/SDIA CONCRETE I 3/8'x LENGTH A9 REQUIRED KO8O°i
SCREWANCHORS FOR 2114"EMBED CONCRETE O.U w Of
I (21/4"GONG.EMBED) SCREWANCMOR INTO
1"x 2'BASE PLATE _ _ __ CONCRETE DRAWN BY
ANCHORED TOCONCW/714' 1"%2'BASEPLATE _ TP
CONCRETE SCREW ANCHOR ANCHORED TO CONC W/1/4'
(MIN.1 1/4'EMBED) CONCRETE SCREW ANCHOR DATE DRAWN
B•MAX EACH SIDE OF POST (MIN.1114'EMBED)
B'MAX EACH SIDE OF POST 02I07I17
AND 2P O.C.MAX
:', .i AND 24"O.C.MAX REVISION
1•. 4 L
FRONT VIEW FRONT VIEW
SHEET NO:
DJ-1 DOOR JAMB TO CONCRETE WI PAVERS DETAIL CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL n
A� SCALE:NTS A-4 SCALE:NTS ,L1`