HomeMy WebLinkAboutEngineering CONTRACTOR:Master Craft Muminurn WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: TECHNOLOGY
DETERMINED USING THE ADVANCED
TECHNOLOGYCOUNCIL'SWEBSITE \��li•• '•.-�/�
Aopnrablee"dn,ReamaOoea and Smmd.rdr AND GOOGLE EARTIL FILE
t,;as:,, (�1.The tc,dition intunFloda Building Cocos,apeci&ally Chapter 16 Strucnuol Iksign, Y - II,-
1.Chpt<r20Alumkrum,ondClmp1er23Whod � �'� o o2.AA ASM 33 end Spee(ficettansfor Aluminum Structures,Pon 1-A hfthe Amminum D'eeign =a; roManual prepared by The Aluminum Association,Ina.Wabingtom,D.C.,2010 Edition and v � H �:
the Guide to Aluminum Construction in high wind areas,2010. - N', d N H O:3.ASCE7-10. �'. ZWind Land,Building Occupmrcy Categary,Parn h 1604.5 and Table 1604.5: RhkCaleaorv2. - �jO lV��
2.Bnsic Wid Sp,,d,Tabl.1609C.St.t..fFlodd.Debris Region&Bmi.Wind SpeeQ
g 160M o
9.3.1 dTa'=.19.3.l Equivalent Basic Wid Speed: /// ff PIR
V
3.Exposure Category,Pamgrhph 1609.4,3:Exoomn R
4.Building Category for AluminumSW, Paragraph2002n. PROFE6SIONALSEAL
Catreory TYPE 2-CLA59 ROOM:Non-Hebll.ble.111 dl11
RoafTvoe ❑ \jL�l
1.RmfType:MONOSLOPE ,NOT CONNECTED - NOT CONNECTE p
2.RoofMaterW:3"x 48"x 0.024"composite panel Elite 2000.1.0 devrlty foam,Florid. A-3 1 C' Ld c
Product Anvrovd Number FL7661-R3. 8'-D" 8'-0"
Foundation Deslon 1 X30.8. 1 X30.B. LL
8"anent.Dalao ur ezl,tlne concrete.Dee concrete bonito.eveet nor menufecNrer'e
rpeclEc.tlon,.New concrete enchon mart he embedded Iota erlatlne concrete a O
minimumaf2D4". I C� 2X8SMB w 3
SperlBatbnr M X 4TH WALL M. w 8
The following Specifications are applicable to this pmject: ? Z a
L All work shall be in accordance with the 5th Edition(2014)Florida Building Code,and any 3"X48"XO.024" _ -o F Ur +GLS+ o a
hth minor applicable local shall and regulations.T5 All ,--I I 1.0 DENSITY FOAM w
2.Aluminum extrusions shall he 600575 Alloy.Due bqualiry control issues,m M I COMPOSITE PANEL
manufacturer substitution is recepmbla without the specific written,signed and scaled
amhmictingofspnehast Aluminum Engineering,I.I.C. M x if 1 07 2X3 A-3 2X3 Pan
M a
3.Screen Material:Design based on 19114 or 20nO Better View.Any other material must be ak- END BEAM END BEAM 0
approved ei 2X3X 050PB
4.Fasteners arc required to be corrosion resistant,minimum SAE Grade 2 or better zinc plated t? d _� EDGE BEAM �- ) Z Cj a
to ASTM B633.or coated statNcm steel sedcs"300",or uncoated staiNesa steel red" X
Zj
'400". MIII L M =J
S.All SeIfMati Beam Sections meta be elirched with eibergl4 scrtws 6"5om endsad
24"center to center or 012 screws 6"from ends and 12"center to center. Q Z
6.Door location shall be determined by contractor in the field. I Nm
Where conciete Spa�ations me required.whether in the screen enclosum scope or rut.bY -a m regulatory agency,thefollowing specifications are applicable: DJnea Concrete shall conform to ASTM C94 for the following components: 19'-10" Q ku I
i.ponland Cement Type 1,ASTM C 150 � � U Z 1`
tl.Aggregates•Large Aggregate 314"max-ASTM C 33 Z(7 ggg 6�
"' Atrentraining+1-1%-ASTM C260 N W
,,Water reducing agent-ASTM C 494
v.Clew Potable water '
b. Other admixtures not permitted
Metal oc,-,i,,,h.11 con form to:
I.
Reinforcing Ban-ASTM M15,grade 60 g
iL Welded wire fabric-ASSMAt85
e.Concrete slump at discharge chute not Ins than 3"or mom it=5".Water added T
after botching is not permitted PLANS AND ALL PROPOSED WORK a
d Prepareadplaaconcm1eperAmericm Concrete Institute Manual ofStandard o f ARE SUBJECT TO ANY CORRBCDONS
Practice,Parts 1,2,and 3 including hot W<alile[RCOmmedatihN. REQUIRED.
rat,'R
e.Moistcme or phiydhylene curing pprrnitted. O II Y ED.By FIELD INSPECX
L Prior to placing conerete,treat the entire subsurface area for temdtes In compliance 1 O RS THAT W
withthe FBC. �>1.O n UAY.BE NECE9BA*Y'fn . .
g.Conercte,h.11beplaadoverapolyelhylemvaporb.rrice n N Ix3 �' '� .� '� .�' CdrAPLY Wi7IFj AL,APPLICABLEOR�OD£&d ABaluminum components embedded within concrete shell be coated with 1IWC O-
bitmnimuspaimorepoxy. Q U
8.All lumber and plywood shall have grade marks and treatment identification and Shall
wnformlo the ningfollowing:hS W �a s r
a Fuming lumber shall be minimum no.2 southern yellow pine and have a maximum 0
oistwe contentof15%. O p y
b.Pressure treatments shall be amh9alts,osmoss k-33,womatmaim or talcum,a 0 4 11.
",
recommended for the use condition.Pressure treated lumber shall be impregnated 24" ALUMINUM
with a ma salt treatment in accordancewith In.tt-w-371 and beer the AmericanKICKPLATE ('TYP) DRAWN BY
Wood Prcsemativeslnstitmequaliry mmrklp-2.
c.Well Sheathing APA rated Sheathing,thickness as indicated,Exposure 1. AG
d.Almmnure members that me uncoated shall be mpmntcd from PT lumber by 30H felt 3'-4 3'=1 3'-3" 3'-3 3'-3" 3r-6" DATE DRAWN
paper•10 and polyethylene sheet or equivalent material.
9.Cwtmctorshalt Provide Florida Product Approval Wormation as to the exact window being _ / 01/18/17
utilized for this project,includingmenufactmen,pecifiaUaru,mdwtaOanhnmeth.&for �O REVISION
mchoring the submitted windows to Aluminum members and specific sizes as indicated on ST.LUCIE COUNTY
A-1. BUILDING DIVISION
10. Contracthrahall provide my additional baeidngad anchors a�required by die widow � CONCCRIrGtlPA9YeHERSORAIIACH1lCJllkl REVIEWED
menufactwers rce m umded procedures. '
11. All glass panels within 24"ofa door opening shall be oftemperd glees per ARE�f16RWr1lIBIY11 Nf 1176 FOR COMPLIANC -
FBC-R3(HIA Tn REVIEWED BY
12, All clashing and weatherproofing shall be provided by the contractor. COMPONENTS dz CLADDING - DATE SHEET NO:
13. U.ofthese plans acknowledges adaccepts client hfliabgity not town IdIcsignad DESIGN PRESSURES FOR WINDOWS/DOORS: �j O �HD PLANS AND PE IT
engineering fah. t30.4 PSF/-40.7 PSF MUST BE KEPT ON JOB OR A 1
NO INSPECTION WILL BE MADE
ALUMINUM MEMBERS DIMENSIONS \\\\
W I ROLL
SECF1
2x2:2"x2"x0.046" �\w �•V/�/i
2 x3:2"x3:X0.00^ IFU E COPY
N •'.2y%
2x4:2"x4"x0.050'• _ ` LL Q•
2 x5:2"x 5"x 0.050"
OPEN BACK SECTIONS
¢ O:
1 x2:1"X2"X 0.040'• I I �•, `m 4.:\p`
I x3:1"x 3'•x 0.045" I I LiJ
SNAP SECTIONS I I CHAIR RAIL MEMBER I I %Q•••
1..........
2 x2 Smp:2"x2"x 0.o4s
2% xo. *P3S0 :2"x305O" 3x Wx0.07o-
Dp POST '2x45 )•p
)
F\
PROFE ISIONALSEAL
SELF MATING(SMB) I I
2 x 4 SME:2"x 4"x 0.044"x 0.I00. I I 2°x 2'x 7/B°ANGLE W/
2XSSMB:2"x5"x0.050"x0.100•• �• (4)Y10.61B'EACH SIDE I I
2 x 6 SME:2"x 6"x 0.050"x 0.120' I I
Yx2"x3'x 1lB"ALUM ANGLE 1 3X UPRIGHT 0
2x7SMB:T xT'x0.057xO.120" 1•x3'RC W1114°CONCRETE I I ``mm cr uI
EACH SIDE OF UPRIGHT d 2%B SMB:2"XB"x0.072"z0.124" SCREWANCHOR 6'FROM I I %^_ '(s` `' O Ul
2x9SMB:2"x9"%0.072"XO.124" UPRIGHT&AT24"O.C. 1 I W/3/B"OIAx3"CONCRETE ,,.jam U ty,
I ANCHORS ON EACH SIDE I I W A.
2%10 SMB:2"x 10"xO.092"x 0.398" (MIN.2314•EMBED.) (4)Y14x 314"SMS SCREWS CC R�
MMIdUM FASTENER EDGEDISTANCE:12' 1 " THESE PLANS AND ALL PROPOSED WOPIK
MINIMUM FASTENER SPACING:3/4" —
ARE SUPJFb'T TO ANY CORRECTIONS Lu
CONCRETE SCREW ANCHOR: • ..
sIMPSONTrTENRD OR EQUIVALENT REAUIRBD BY FIELD
I�INSPECTORS THAT Z
SREET METAL SCREWS(SMS): IdAY BE NECL'9tiIMY IN QR TQ
C&APLY WITH ALL APPLICABLE CODES. W ITW/BUILDEX OR EQUIVALENT
R
C CHAIR RAIL TO UPRIGHT DETAIL j
B 3"%3"POST TO DECK CONNECTION DETAILS A_2 SCALE:NTS M
A-2 SCALE:NTS C u'
Q
LLI
(3)012 x 314"SMS z F
1APx E"x Y EXTRUDED I INTO DJ
ANGLE 5032 H32 ALLOY I -x3°RECEIVING h W
CHANNEL 0� -
NEWS'CONCRETE SLAB ¢a¢
OVERPOUR C
a
J:'..;:i...••:::'e
""`SLAB/FOOTING "' a
GRAD • ':" SEE
PLAN
e N� W W
EXISTING CONCRETE SLAB SIDE VIEW O N W
U
(1)3 CONCRETE
Q
!S•
SCRERE W ANCHORS ``�',; J
(21/4"GONG.EMBED) W (a J N N
NOTES FOR ALL FOUNDATION TYPES: .1 2"x 2°DJ m
1. POUR 3DOO PSI CONCRETE WITH FIBER MESH REINFORCING OVER EXISTING O O
SLAB TO MATCH EXISTING HOST FINISH FLOOR ELEVATION. I a �. `-q a..LL
2. USE CONCRETE BONDING AGENT AND PREPARE IE%ISTINO BIAS PER 1
MANUFACTURER'S INSTRUCTIONS.3. NEW CONCRETE AN DRAWN BY
ANCHORS MUST BE INTO EXISTING CONCRETE
A MINIMUM OF 2114". AG
` •''/•.•. S'n• J DATE DRAWN
ANCHORED
NCVV/lWCHANNEL , 01/18/17
_ ANCHORED TO CONC W/1l4' '. '
CONCRETE SCREWANCHOR •.e• e'• REVISION -
(MIN.1 114"EMBED) t
0"MAX EACH SIDE OF POST •A•;•
.. AND 24'O.C.MAX .
EXISTING CONCRETE 6 '
A WITH NEW B"OVERPOUR FRONT VIEW
A-2 SCALE:NTS, rX-DOORJAMB TO CONCRETE DETAIL A-2 SCALE:NTS
RLE COPY
°'
i Nam,.! z ` N�' o`
0
RLE Copy o I
...txg��\\
o W
9
� a
,_ iJ•. 1.1
z 21 ,
S
z090
z
?1
z o
THESE PLANS AND ALL PROPOSED WORK W a a
ARE SUBJECT TO ANY CORRECTIONS
'REQUIRED BY FIELD INSPECTORS THAT
UAY BE NEC@SSABY IN ORDeR TO Kum M
COMPLY WITH ALL APPLICABLE CODE9.
(4)014x 4719'SMS Lu
4• - — _ZI'-�•
WINEOPRENE U I t WASHERS PER PANEL '4..�':•`"' Z(�
'wnYZ:-.r
3"'0.
G CHANNEL tn Z ,.I
' RECEIVING CHANNEL r��` '``�'14'v��.E?'�'4� � H W flog
G S
. •W/012x3/4"TOPAND
~. J
BOTTOM AS ENO CAP r 4 ' '�.. tu� R. r �•�'j P. .
(4•fi`!�'yy,+. ?'I (4)014 x 4'SMS W/ a
jT-S>tiu i4,; NEOPRENE FACED FLASHING
cY M•2�" 3-COMPOSITE WASHER EA PANEL
`'•' PANEL
3"COMPOSITE
ROOF PANEL. asC
2'x Wx 0.05°TOP RAIL-NO L
ANGLE REQUIRED UNLESS
SPLICED OR CORNER-
ATTACHW(4)010x4"LG //////� W
3"x UPRIGHT I. 'L• 0 W
SEE DWG FOR 2"x3"x 0.05W • I AISTING
UPRIGHT SIZE END BEAM BUILDING J k
VxT 4
TOP RAIL./ ,•�H, ') „•.��i y i•. r r •I W pJNN
(4)010x4'8M9 ht,?� �,�, t 6;„ �.+n:• 1 VCx211B'x1112'x0.08T Q O O
INTO POST M (�i�l:{ j,f ' 1W`.>{n` ALUM RECEMNO CHANNEL I 0�p O J
•j`(''M 'yS Jl.•M✓w� �', �^C:`� WI(31012 x9/6"BMS EACH a U' V'D.LL
`q"I•.•'. ' -ejnft .}j•^I�,•r.
2°x Yx3"LG � �' T'x 2"R3°LG •�'� - N SIDE OF BEAM 6(2)31B"01A
x1/S'ANGLE — xIIWANGLE — — THRU BOLTS INTO THE POST DRAWN BY
318'D W T BOLT
(4)TOTAL AG
I TA I
(4)010 x 3/6° (4)010x34" 2"xe"sMB DATE DRAWN
SMS INTO EMS INTO Wx3"POST _- 01/18/17
SCREWBOSSES I SCREWBOSSES
12)INTO TOP RAIL I (2)INTO TOP RAIL REVISION
(2)INTO POST (21 INTO POST
CONNECTION AT CORNER CONNECTION AT SPLICE S-2 COMP.ROOF TO CORNER POST a 4TH WALL DETAIL
A-3 SCALE:NTS
SHEET NO:
S X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT A _v{
A-3 scALE:Nrs H
1L'I03•Mastef Aluminum \VIND SPhtiD AND EXPOSURE FIAVE
-'---�`• - N DCIERMINED USING TAJ)VANCED
>szazr t.bzT>uzu�: �`�
.`OLOC,T 'VCOUNCIL'SVIF..4V7;E. j?o3 aa3G _ 4-. -••'..2�
fl hle:auraRv_Igj ores meal SmndeMs '° AND COOGLE EARTii.' _ Q
';ve5th di6aml'AldjFlodda BuOding Code, .-i0ea?ly Chepier 16 SwctuwgDnigo. i' CI 0:-J
feapler 20 Aftesihain;mat Chapt4r 23 Wood. a. �,w �•Z
e AA ASIA 35 and Spbclficalions far Aluminum Structures,Part l-Aeflhr Ala-ilnum Do-gn ¢•Q'
i •'Martial pegiiserd by TIF.4lwninum Assoeiatim,fm.Washington D.C.,2010 Edition and �N�•• z:' 'N'r/~3.4t:••Q..
oneuldelaAluminum Contrmctionin Nghwlndu .2010.
3.AjC87-10. -
1.-Butldinis;CleaupsmyCategory,Paragraph 1604.5 and Table 1604.5: Rlsk CatFeary 22, [ `
2tbasic%Wd Speed,Table 1609C,State ofFloricis Debris Region&BaheWind Speed,
ffl�If11P�O\\\
paragraph 1609.3.1 and Table 1609.3.1 Equivalent Bagie Wiocl gpeedi
Vmr-160 bEPH.V- i24 MPH PROFESSIONAL SFAL
3.Ezpasura Category,Pam�aph I609.d3: Expomre B \ i
4.Building Categaryfor Aluminum Structures,Pamgmph2D02.6: \fLd1
Col a ry TYPE 2-GLASS ROOM•N_Hehholde,Dammlidomed
R-(T.Pe OT CONNECTED S- NOT CONNECTS
1,RoofTypc:MONOSLOPE A-3 ,Jy,yc���� c
2.RoafMelerial:3"e48" 0026" o It pen IElite 20M10 deositr to...Florida 8'-B'r O ij 6
Product Aoarovet Number FL 7561-R3, :y $'-0"--'�` 1X30.Fl o. a
Fouedethm Dmlen 1 X3D.B. V"
E' rto -o Ifl g t U t hondloa event oarmamufeemrer`s � y3 K C)C• Q
soeclBeallons.New ercte ancbars mart be embedded Into esistlneconcrelea U 2X$SMB
I W �� [lS 7
relnimam aft 1/4^ea 1 j M -> 4TH WALL - M z z W d
sneawaatmna M -�`
ThefollowingspeeiReatiamereapplicabletothisproject ,J1- 3"X48"X0.024" o a
I.All work shall be in accordance with the 5th Edition(2014)Flodda Building Code,and my 'iN U 1.0 DENSITY FOAM w z
other applicable localmd,e and regulations. COMPOSITE PANEL `- A-2 I•
2.Alarmimum cxmuions shall be 6005 TS Alloy.Duet quality control issnes,no i M I r`7
R
srtersufnetruer subsdmtion is acceptable without the specifiewritten,signed mdsealed X_ Os 2X3 A-3 BEAM
---'�a• _ �y
au I*, tionofStmcoaR Aluminum Engineering,LLG ,1� ND BEAM END BEAM e
7.Screen Materiel:Design based on l8/14 or 20/20 Better View.Any other material must be F 2X3X 050PB f3 Z
approved c U
4.Fiat..-sire required 1.be commlon resistnnl,rrdn;mum SAE Grade 2 mbener zim planed '� M > EDGE BEAM 4 k
to ASTM B633,accosted stainless steel series°300°,or unwaled stainess steel scales X f 4 M J
to AS z
5.All Self Mating Beam Sections are to be stitched with either 014 screws 6"from ends and jr--- Q .
24"unlu to a aver org12 screws V from ands And 12"center m center. `� ~0=rp-,"I,
6.Daorlaation shall be dekrtniaed by contractor inthe field. „ I rE C D 3
7.Whereconerele speeificatiom-required,whether in the screen enclosarre scope or net by T-$ '+I(L p-2 - F
Lu ygi ggg
oar arm ore mgalmory ageney,the following specifications are applicable: 19r-1 D" u Z $$
a Concrete shall conform to ASTM C94 for the following components: Z 17
i PostlardCessumt Type I.-ASTMC 150 , a{
R.Aggregates-Large Aggregate 3/4"came-ASTM C 33 to� F
iil. Airmtmining+/-1%-ASTMC260 _
i,Waterreducin nt-ASTMC494 - (�
�J v.Clem Potable was r - D IE 0 E U L
vL Other admixtures not pemutted
b.Metal ac-imcia slWl'ontbran t.: '
i Reinforcing Bars-ASTMA615,grade 60
ii.Welded wire Md.-ASTM A185 _
e.Concrete slump at discharge chute not less than 3"or mom'best5",Wateradded
after belching is at permitted. _ .._... - ...-_.......... ....... .
d.Psepmeandpleamecrete perAmged,.Concretelrstimtc ManualofSmdard
Practice,Parts 1,2,and 3 ineludin hot weatherreeurrunendefidrec I�
I.Will r
emeor 1 sl _..lene-ing-edited - ---
W
-- '"f Pijoehiplacfngwncrete,treat the entire subsuuflece area for tetaites in compliance 00 pXj
with the FBC. h I ,t I I
g.Concrete shall be placed over a polyeNylene vapor bartier. O._ 1 •Q
It.All aluminum campaneme embedded within concrete shall W tooted with a N �U
bimmine.palntarepozy.
&All lumberand plywood shall have grade marks and treatment identi0catian and Shell lit
conform to the following; i UIUti;�
a Framinglumbershall um bermadmno.2southemyellowphzmdFavea muirmai
moisture content of I'll. i � I ALUMINUM
b.Pressure trcetments shall be aarmsdts,osmose k-33,wammuWts or c<lcure,av i„��t� 24" •. t
recommended for theme condition.Press=treated lumbershall beimprognated A^2 A-2 -J--• .•~
with a coo salt treatment in sccordance with f3.h-w-571 and beer the American I KICKi'LATE (TYFrI 1� +l)RA`dtf;;'S•{' '�
Wood Preservatives Imlimte quality mark ip-2.
a.Wall Sheathing:APA rated Sheathing,thick..s as indicated,Exposure 1. ` _�..- _
3'-4 '->k':i-loln 3,-3,. 3'-3�" 3'-3" .3'-6" 'wj i:�-iE •rg4r�i1
d.Aluminum members that-uncoated shall be separated from PT hariber by 30g felt , s
paper,10 roil polyethylene sheet or equivalent material. �!i i C 1j 4 Y
9.Contractor shall provide Florida Product Approval lnfartnatian es to We exact window being •-
utilized for this project,including manufaeturen speei6e4tions,and installation methods for
mcharing the suberitted windows to Aluminum members and specific sius u indicated or,
10• Contractor shall provide my selditional hacking and anchors m required by the window /
s
_i
.mnnu(mtuscn recommended procedures. •,�
11. All glass pmels within 24'ofadooropening shall be oftempemd Slosepes 5•:r- -'-
FBC-11308.4 rDESIGN
p tit CLADDING
12. All flashing and westherprobfng shall be provided by the contractor.
13. Use Fthesapfnnsackn6wledgapndaeceptsalimirofliabilirynolmexeeeddesigncad PRESSURES FOR WINDOWS /DOORS:
engineedng t e. t .4 PSF / -40.7'PS
1