HomeMy WebLinkAboutEngineering CONTRACTOR:,Mmter Craft Aluminum
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
DESIGN CRITERIA: TECHNOLOGY COUNCIL'S WEBSrrE
APPBcebleCod-Re¢ulail¢m.e¢dSla¢deds AND GOOGLE EARTIL '•�• •'2�%
L TheSthEditlon(2014)Florida Building Code,specifically Chapter l6 Structural Design, �•• a 6'
Chapter 20 Aluminum.and Chapter 23 Wood RECEIVED = � �U
r. 2.AA ASM 35and Specifications for Aluminum Structures,Pen l-A ofthe Aluminum Design p * 6 O;Z-
Manual prepared by The Aluminum Association,Inc.Washington,D.C.,2010 Edition and D-;
the Guide to Aluminum Constriction in high wind arms,2010. - V 6L � O=
3.ASCE 7-10. SEP 22.2017 ���•.� Z 60 •0j
Wind Loads - - MI77ING „ �G�`
1.BuildingOccupancy Cam .pp ' OL•,••••• n
p y gory,Paragraph 1604,5 end cable l604.5: lUsk Cete¢ory 2. $ C,r4E Unt�FL /// '7,� CEO\
2,Basic Paragraph I609.71 aaeble 1609C,dTable 1609.31 Equivalente ofF!odds uie Ward Speed:
WiadSpeed, •�fgC'OG/9 4�pys /// �C1
Vmr-15o MPH.Vans-116 MPH `9
• 3.Expoeuro Ceteg.i"p. 1W 1tio".3: E:oasurcB �'IJph��CF�F/4}OQ PROFESSIONAL 6EAL
4.Building Category for Aluminum5tructurts,Paagnph 2002.6:
Cate rvTYPE2-GI.ASSRGGM•Non-Hablteble,UncomdlNoned �j• 9,9 �/ CO'PQ
9l'i�sa 99''°s
Roar a '7pp�C FO FO FO
11.RooafType:EXISTING - �6s90h rOgs o��o4s OTC ul
2.RoofMamriaL EXISTING '98 9AO 1p- u) d
Fcondntton D. Wf ED d
Esl tt.¢eoncrete.No addlttomal concrctefootine or slabtsn.ulred to wyt theloads FS
Imposed by the mromosed eanrtruetioo if the extsN...,.b ts.mnlas 4'Ihlck with.. LL Q1Jet dZi
8"x8"161cke.ed Bleb<dxe and Insauxd eondlttae free from elneNrelenckln¢, +1�-� K
aoallln¢, ,.,b
deterloretioo. 1 LU
�
I d a
;,'1�• 2%J W 9
Th.Spe olanom 2 C
The[allowing specifications are applicable to this pmjecC
I.All workahall he in accordance with the 5th Edition(2014)Florida Building Cade,and any F4 W d 0d a
o 1 01
ther applicable local codas and regulations. :ry�h-
2.Alumimum extrusions shall be 6005 TS Alloy.Dun to quality control issue,co "" -
moufanturersubstiritiontsacceptable wi0mutthe specific written.signedand seald ,(';`-��' 3%3%0.070
authorization ofSumerast Aluminum Engineering,LLC. 1 EXISRN TRUSS $
3.Sereea Materiel:Design based on 18114 or2=0 Better View.Any other material most be 8 _ ROOF
approved •-N ry} Z
4.Fnstcoera-required to b._-.3lon resistml,metier-SAE Garde 2 orbett.rzi.plated
I.ASTM B637,or coated italdeas steel aeries"300",oruncoatd steialeu steel redea
400'. N J 0
S.AG SelfMating Beam Sections meto he stitched with chherg14 screws 6"from ends and 'F�
24"eentercemeror Nl2screws6"from ends and 12'cenm ter tender.
6. m
nomloration shall be determined by convector inthe Held cc
When concrete specthcatiam are requited.whether in the sormis enclosure scope or not,by I Q W d y
7'-0"
11
oarormere regulatory agency.the followiogapeeifioanons ere eppliaebla sF� ppsi F
a C....ete shall conform to ASTM C94 for the fo0owiug components: Z i
L Portland Cement Type 1,ASTM C 150 � �gq ,�10 Isg� 3E3E3E
il.Aggrtgetas•Large Aggregate 3/4"mu•ASTMC33 ,�,_ B'-11� eN W 7F R ..
fiL Aircmtrelning+/-I%-AS7MC260 ZAB'-11x
iv.Watet reducing agent-ASTM C 494
v.Clean Potable water n
vL Ottrer admixtures not permitted A-2 A-2 i
b.Metal ecceuories'lien conform to:
L Refaforcfmg Bas-ASTMA615,grade60 a
iL Welded wire fabric-ASTM A185
c.Concrete slump at discharge chute net lea than 3"or mom than 5".Water added 3 s7 2 3 i
after hachingtsmtpermittcd d 's� "r ■
d Pupae eon place com<rcte per American Concrete Inn Me Manual of Stendud ALL ELECTRICAL 70 BE �I 'o A 2 FryS V1
Practice,Parts 1.2.ad 3 including hat weetherraommedatiam. - - - - I - cis
e Moiacure or polyethylene cudugpermitted - INSTALLED PER 5TN h N 3 2 3
L Prior to placing caurcte,treat the entire subsurface am&for temu '::�
iesincompliance EDITION(2014�FLORIDA
withth.FBC. BUILDING COD ti a.1;P.•:":y ,'`5^' x'..'ck.`;%•�"`:T;"`."'�"'I�. OC
g.Concrete'.hatl be plead over a polyethylcma vaporbanicc x r• y;r j' "•'"}'� Rn'4• 4 a,;,.W
b.Ali aluminum components embedded within coucrete shag be coated with COMPGNENTS dr CLADDING - a 3 V
bituminous paints epoxy. DESIGN PRESSURES FOR WINDOWS/DOORS: 24'STUCCO r
a.All lumber and plywood shag have grade marks and treatment idcntificatioa and Shell �•+
confmm to the following +25.9 PSF/-34.7 PSF (T-) _ - D! us
a Fanning lumber shall be minimum em.2 southemyellowpine and have a maximum Cj a
A-2 O g g,Y,
-- -'^'moistute'contcatoflS%:-` - --- - --- -- - -- _ ____ _`_ a
Is.Pica sae treatments shall be osmosalts,carouse k-33•wommudts or celcure,as -- - - --- ------ _- --- _--- ----- '0=.-2,j ----
recommeded for the use condition.Pressure treated lumber shall be impregnated
with a con sell treatment in accordance with Ea.tt•w-571 and beat the America DRAWN BY
Wood Preaervetivu Institute quality mak 1p-2. 4'-5�e 6'-11a. GD
e.Wall She-thing:APA rated Sheathing,thicknea as indicated,Exposure 1.
d Aluminum members that are uncoated shall be separated from PT lumber by 304 Celt DATE DRAWN
paper,10 and polyethylem sheet ar equivelem matcdnl. ,gyp 08/22/17
9.Conhantorshell provide Florida Product Approval information as to the exact window being
utilized for this project.i-oiling menufactumn specifications,and Installation methods for p " TIFTSInv REVISION
anchodag the submittedwfedows to Aluminum members and specific sizes is indicated oa ST.LUC3F CgPNTY LZL... Cr
A.I. j7EVIF:11'LDFOR C() LIAN E
10. Coatraet-li.11provlda any additional bazkimg and archon as required by the window. RYVIENNID BY File CC
a amufaturces.,.-ded procedures.
II. All glass panels within 24'ofa door opening shag be oftempend glass per DATE
FBC-1 308.4 PLA. RIND PEw Y MUST BE UPTON JOB SNEEr NO:
12. Ali flashing andwea0urymofingshollbeprovidedbythecontractor. OI;�.OI\SP£CTIOV•WILLBEMADE•- - - - _ -
13. Um of these prim ankaowledgas and amepts a lim t of liabgity mt to exceed design sad A
engineering Cee. - -1--
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS _ \%
x3:2'x3"x0.050" \\ .
2 ,V/�J//;•
2x4:2"x4:x0.050" •C ••�•• Z�i
2x5:2'x5"x0.050" _ ' Cl.LL Z. _
OPEN)JACK SECTIONS h �( �6 Q O•: �'L'
Ix2:1"x2"x0.040" =a;U.1)
11--
10:I"x 3"x 0.045" I I
SNAP SECTIONS I I i(f 1d,' N`:
2X2 Snap:2"k2"x0.045" CHAIR RAH,MEMBER I I _ //,`OL'•,'•. .......•'•O!�`�
2 x3 Snap;2'x "x0.0 W
2x4Snep:2"x 4"%0.045 0.070•
45" 3°x POST I I , — — II*II''P AAA
SELFA7ATING(SMB) I — I I PROF 41 LSEAL
2 z4 SMB:2"X4"x0. _z0.100" I I —
2x5SMB:2"x5"X0.050"x0.100" I I
I I 2"x T x 1)a'ANGLEVJ CHS)CEI
2%6SNM:2"z6"x0.050"x0.120". I - (4)Y,2x ia°EANGLE%V
2 x 7 SMB:2"z 7"z 0.057"x 0.120" I I 2°X Y x 3"x 1I8"ALUMANGLE
El
2 x 8 SMB:2"x8"x 0.072"x0.124" 1°z 3•RCWf 1/P CONCRETE I I EACH 910E OF UPRIGHT UPRIGHT'
9CREWIGHT&A&•FROM I I W3WOLAx3"CONCRETE
L
2z93MB;2"k9"X0.072"x0.124" UPRIGHT&AT24'O.C. I ANCHORS ON EACH SIDE I I O LLi d 4
2XIOSMB:2"x10"x0.092"x0.398" 6i 3(MIN.23/4'EMBEDJ (d)M14x 314"6M9 SCREWS I I � d�
NMMMMMOMW FASTENER BUGH DISTANCE:12° I I LL 91 -a Q
MQJAIUM FASTENER SPACBJO:3/4° � —
CONCRETE SCREW ANCHOR: A: :a.• 1 Z Z
SIMP SONTIIENHD OREQUIVALENT y' SSff 4
STET&FETAL SCREw9(SMSI:
lIW/BUILDEXOREQUIVALENT O Q
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]3"x 3"POST TO DECK CONNECTION DETAILS C. CHAIR RAIL TO UPRIGHT DETAIL
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CONC.HEADER: lA W ^
VC x 4"CONCRETE
SCREW ANCHOR®24°O.C. WOOD HEADER: LL
WOOD HEADER: (1)3W'x3"LAG SCREW INTO HEADER a
EXISTING
woad. Wlro.c.00 SCREWS HEADER - CONCRETE HEADER
/I Y10x3^WOOD SCREWS,6" ®1Y O.C. ANCHORINT HEADERETESCREW LL
FROM GIRT&®1Y O.C.
ANCHOR INTO HEADER
CONC:
' il4'x23/4'CONCRETE
SCREWANCHORS,G' — — —� --FROM GIRT&@ 24.O.C.
I - _
2"x 2.OR Y X 3'HOLLOW 1 EXISTING -
SECTIONGU2T _ I HEADER
•I 2'x3•HOLLOW - Q 3 W
SECTION
_ Yx YX11IrWLONOANGLE V40Oo; 2°x3"HOLLOW ¢ W
- ---- _---,NV(3)YI4X314°EACH Y10x4"WOOD BCREr— SECTION MAXEACY10X3' MS-e"
FLANGE— MAX EACH 910E OF P09T O d
—®JY_O.C._ AND 2M O.C.MAX Q g J
ce
114"CIAX 4"CONCRETE -- 2'XYx0.126'ALUMANGIEWf
2°X3
SCREWANCHOR®24°O.C. (4)014 x 31r SMS INTO UPRIGHT DRAWN BY
2"X 3"HOLLOW SECTION 2°x UPRIGHT GD
ExISTINGHOST DATE DRAWN
08/22/17
File-Copy
C-� 2X3 TO HOST STRUCTURE DETAIL B-� 1X2 TO HEADER DETAIL
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V.3'/1'x 3°RC- • • CHANNEL I
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FASTEN PLYWOOD SHEATHING it
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1lP COX OVER TY-VEXAND (1)3W OIA.CONCRETE Q 3 V
71S"STUCCO FINISH OVER SCREWANCHORS F
PAPER BAC10=0 WIRE LATH (2114°GONG.EMBED) I U fq W
WITH LATH SCREWS I I UPRIGHT lL S RL�pp
PRE-HUNG K e+l
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G CONCRETE GD
1'x3°RCWI(31N14x3I4"SMS a DATE DRAWN
EACH SIDE 1'x W RECEIVING CHANNEL
J ANCHORED TO CONC W/1/<° G8/22I'I7
CONCRETE SCREWANCHOR °
(MIN.1 v4"EMBED) ° •'A ->•,�;• REVISION
S"MAX EACH SIDE OF POST ;•
AND 24.O.C.MAX -
'�C-'2 2"x 3"OR LARGER UPRIGHTTO DECK DETAILS FRONT VIEW ° File c® -
SCALE:NTS SHEETNO:
A-3 DJ-'l UPRIGHT TO CONCRETE 0 PRE-HUNG
A� DOOR LOCATION DETAIL A 3
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