HomeMy WebLinkAboutEngineering WINDSPEEE
RE HAVE
CONTRACTOR:Master Craft Aluminum ' BEENDETED. .4EDXPOSU HE ADVANCED j."' � ```
DESIGN CRITERIA: , 35 (�
TECHNOLOGY COUNCIL'SWEBSITE � ��I Q �(j',.••"'••' .• /�i�
Aullcable m Coder.Re¢ulatla ,aod Standees AND GOOGLE EARTH,_ _____^._ __, ___-__._ __ ____. ____ __ / f�'•, 2�
1.The AEdition(2014)Florida Budding Code,specifically Chapter 16 Structural Design,
Chapter20A1um1num,and Chopter23 Wood. Q. LL d.•y
2.AA ASM 35 and Specifications for Aluminum StructuteR Part 1-A of the Aluminum Design % V• O O J
=a: m
Manual prepared by The Aluminum Association,Inc.Washington,D.C.,2010 Edition and T'YESE PLAthe Guide toArS ANO - 7 *( F<. O: a
3.ASCE 7-10.Aluminum Construction in high wind cocas,2010. FEQ�RED SUBDY To ANY COggECSID W0 %NQ Z 0 07 rC�:Q
Wind Ln.m MAY Be NECES ELO INSPECTO IOC
6 P Y B ry. graph 16043 and Table 1604.5: Risk Cate¢ory 2, �OAIPLVWITH SARYINOADEq Rs TMAT i �Ot, " ••...• V���
1.BWldin Occu cent Cate a Pam ,7
2.Basic Wind Speed,Figure 1609C,SmmofFmridsDebri Region&Bae]c Wind SpeeQ .ALL APPLICAYLBCprsa.,,,
Va.graph MPH,I Vandnd 4 Table1B3.1 Equivalent Basic Wind Speed: /II TI PI\\\\\
3.Exposure Category,Paragraph 1609.4.3: Exposure PROFESSIONALSEAL
4.Building Category For Aluminum S Wchun,Paragraph 2002A
Cote¢ory TYPE 2-GLASS ROOM:Nan-Habltable,UneoadlNoned
R.of• CD,Iru�•�Iaenn
1..Roof pe:EXISTING - rty�`GV n ❑
2.Roof Material:EXISTING ARE Ile
�I/E�fS p s%'S�Ra�gl•N�ENI V W L
Faundatio�De an - 1, W a
Eslstivec etc.Napddllioaale,ncrLeloatio¢oralabtrnaulredtorebttM1eloedr ��1ACTO�pF�I�ryOf►NF S a
Imposed by the Aron,ndconslrucllpp if the a:Iminamabba minimum 4"tM1ick wlthanCOSO LL
g"liin,. tutted acterimeavd In sound co,dllla,.freefrometructurelcrecklne, O C)a,olliri¢.,r othergeterlonNon. W a 3
3pedMaHom W g y
The following speei bad,.am applicable to this project N � 2 ZZt 3
1.AB work shall be in accordance with the 5thEdition(2014)Florida Building Code,and any Z. ZO
other applicable local codes and regulations. • ter
2.Aluminum exhuelons shell be 6005 TS Alloy.Due to quality control issues,no _ 3)(3 L8s
manufacturer substitution is acceptable without the specific written signed and scaled I EIOSTING TRUSS
authori ation ofSunwnst Aluminum Engineering,LLC. m ROOF R
3.Screen Material:Deign based on Ie/14 m20120 Better View.Any other mamrial most be
approved.
4.Fast rs am requited to be corrosion resistant minimum SAE Grade 2 or betterzine plated ?U
to ASTM B633,or coated stainless steel series'300',or untamed stainless steel aeries
°400'. J�
5.All Self Mating Be-Sections are to be stitched witheithcr a14 screws 6"fmn.ads and -- Q cc
24"centertoeenteroral2screwa6•fmmt=mdl2'wntermcenter. - 6e --
6.Door location shall be detenconed by contractor in the field 7•-0• Z g
7LU
.Wham concrete specifications sm required,whether in the screen enelosum scope or not,by
one or momregulatoryagency,the following specifications m,applicable: 8•-10a--sC 8•-7a +F LU n•� 3 B -
a Concrete shall conform to ASTM C94 for the fallowing components: - Z 0 01 1 F
L Portland Cement Type 1,-ASTM C 150 ZL7 w6E 9 t
iLA re ms-L eAggregm,3/4"mace-ASfM C 33 L.E _
iii,gAirgentmining+/-I%-ASTMC260 to L.
iv.Waterreducing agent-ASTM C 494 - -
v.Clean Pomble water
vi. w other sdmixturescetperrnincd 3 _
b.Metro accessories shall Mconform A615m: '
LReinfareingBen-ASTMA615,grade 60 ALL ELECTRICAL TO BE �
ii.Wddedwirefabric-ASTMAIg5 INSTALLED PER 5TH
a Concrete slump at discharge chute not less than 3"or mom than 5".WateradEed EDITION (2014) FLORIDA
after batchingisnm permitted BUILDING CODE a, 3
d.prep arc and platy wncret<per American Concrete Institute Manual of Standard 9A�l
Practice,Parts 1,2.and 3 including hot weatlmerrecommendetins.e.Moist cure or polyethylene curing pemdtted. COMPONENTS A,CLAL Prior to placing concrete,treat the entire subsurface area for termites in compliance DESIGN PRESSURES FOR WINDOWS DOORS'With the FBC, -+IlConcrete shall be placed over a polyethylene vapor barrier. +30.4 PSF -40.7 RSFh.Ali aluminum components embedded within canctete shall be coated with■ Q -1bituminompaintorepuxy. W6.Alllmnberand plywood shall have gmdemaksand tmatmem idemircalion and Shall 24"ALUMINUM conform to the following: KICKPLATE(TYP) w u1 0 Framing lumber shall be minimum no.2 southemyellow pin,and have a mudmum A-2 A-2 A-2 IL
-motsbua wntcnt oflSY.. g
b.Pressure tmatmentsshmlbeosmosalts,mmomk-33.woman-tsor=lcum,as ____-- ___.--_____ _.__ _ _ t_ _ LL-
recommended for them condition.Pressum treatedlumbershall be impregnated 4'-5� 4•-5� 3'-4a 4•=7'la a
with a cca suit treatment In accordance with fa tt-w-571 and bens the American
Wood Preservatives Institute quality mark 1p•2. DRAWN BY
c.Wahl Sheathing:APArawd Sheathing.thickness as indicated,Exposure 1. 7j• GD
d Aluminum members that are uncoated shall be separated from PT lumber by 30N felt DATE DRAWN
paper,l0 mg polyethylene sheet or equivalent material. 08/22/17
9.Contractor shall provide Florida Product Approve]information n m the exact window being -
utilitedforthisproject,including manufacturers apecNcations,and installation methods for /�V"�1,'s_ REVISION
anchoring
daring the suhmined windows to Aluminum membcra and specific sizes nsindicated on -I. �T LUClE rn �3s3 10/06/17
10. Contrutor shall provide any additional backing and anchom as required by the Window nFIrO-N'EDFOR PIIp.I1nVCIIIVP.QIP1fy Fit
manumotureas rccommcndcd procedume. REYiES1'ED PIJA'
it. All glass panels within 2V ofa door opening shall be of ampered glass per DATE
•,y, .7
FBC-R3094 SHEET NO:
12. All flushing and weatherproofing shall be provided by the contractor. UNS
AND-PE.RVVTA I 13. Use oCthese plans acknowledges and accepts a limit of liabiliry not to exceed design and OR NO NST BE DYSPECTIOY SVI KEPT OON JOB A-
engineering fee. _ LJ'BE A
FIDE,
ALUMINUM MEMBERS D 'NSION(`-
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HOLLOW SECTIONS ,
2 x 2:T x 2'x 0.046"
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2x7:2"x3"x0.050" '
2x4:2" O O; -1
x4"x0.050" _ �;y
2x 5:2"x5"x0.050" _ _ _a,Z
OPEN BACK SECTIONS I L U7 4-O,
Ix2:I"x 2"x0.040" I I %N�•
I x 3:I"x 3"z 0.045" //•//•''��
SNAPSECfIONS 1 I CHAIR RAIL MEMBER�
I I ''� 0•7�• •••••••••Ocv�`
2 x 2 Snap:2"x 2"x 0.045'•
2x3Snep:2"x3"xO.050" a•x Tx0.070° I - - // (III111
2%4 Soap:2"x4"x0.045" POST I i I I PROFS 3SIONAL SEAL
9ELF MATING(SMBI I I - I I
SIva 2"x4"X 0.044'•x 0,100" I I T'x 2°x1/8"ANGLE W/ I i C ❑ &®
2 X S SMB:2"x 5"x 0.050"x 0.100" I I (4)N10 x N8"EACH SIDE
2x6 SMB:2. 6'x0.050"x IL]
20" I I Yx Yx3"x 17B"ALUMANGLE
2x7SMB:2••x7"x0.057"x0.120" l'x3'RCW/NTCONCREfE I 1 EACHSIDEOFUPRIGHT I I PRIONi K ui C
2x8ShfB:2"x8"x0.072"x0.124" SCREWANCHOR 6'FROM W 3fWDl/LxWCONCRETE I I U ui :
UPRIGHT 6AT1'O.C. ANCHORS ON EACH SIDE KICKPLATENOTES:
2x9SNIB:2"x9"x0.072"x0.124" I 1. 0.024 ALUM W a t
(MIN.2 3/4"ENSED.) (4)#14 x 3/4-SMS SCREWS I I IF--
2xIOSMB:2"x IO"x0.092"z0.398" 2, SCREWALLCORNERS LL � Z .
I 3. I OO B-120 B WIND ZONES u;
MINIMIIM FASTENER EDGEDISTANCE:1/2" _ 0 O
MDMAUM FASTENER SPACING:3/4" 4. 120 C.
USE NB x 0 0 WWI 9 iNO2 ZONES 0:
OX618 NE
CONCRETE SCREW AN 5. 140 C-�•. :� USE#8 x 518ND ZONES WI z
SURSON TITEN HD OR EQUIVALENT e. SCREW GIRT,BOTTOM (�
SHEET METAL SCREWS(SMSI: �y RAILS BOTH SIDES Z G
ITW/BUE.DEX OR EQUIVALENT 7. MAX KICK PLATE HT v 3(r Lu d zFd .f
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B 3"x 3"POST TO DECK CONNECTION DETAILS C CHAIR RAIL TO UPRIGHT DETAIL Z
A_2 SCALE:NT8 A_Z SCALE NT9 C
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CONC.HEADER
1/4"x4"CONCRETE WOOD HEADER:
--- - -- SCREWANCHOR®24
O.C. (1)318°x3'LAO SCREW INTO MEAGER Bp
WOOD HEADER: EXISTING CONCRETE HEADER C
/10x4'W0 CREWS HEADER (1)3W DBl xa°CONCRETE SCREW LL
WOOD: ®tY O.C. A
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0 SECTION MAX EACH SIDE OF POST
2°x2'x IW3'LONGANGLE S F-v
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(3)Y14x 31C EACH --_-.- _ _ HO z4'W00�fREWS
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I 1/4.OIAz4"CONCRETE 2"xT x 0.126°ALUMANGLEW/ -�•�-p-�LL
BCREWANCHOR®24"O.C• (4)N14x 3/4"6M81NT0 UPRIGHT DRAWN BY
2'x T 2"x 3.HOLLOW T x UP(UGHf GD
SECTION I DATE DRAWN
EXISTING HOST 08/22/17 .
REVISION
B-'I 1X2 TO HEADER DETAIL �d�
C-� 2X3 TO HOST STRUCTURE DETAIL A_I SCALE:NT6. —2 POST TO HEADER DETAIL
SCALE:NT9 A_2 SCALE:NT9 f
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SIDE VIEW cr OL
(1)3/3"DIA CONCRETE a J U
SCREWANCHORS
(2114^GONG.EMBED) _ b Y G3 W
I_I RE-HUNG _a
DOORJAMB a{U'tp'O LL-
DRAWN BY
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1"x 3".RECEIVING CHANNEL n DATE DRAWN
ANCHORED TO CONC WI IW 08/22/17
CONCRETESCREWANCHOR n�
(MIN.11/4"EMBED) •,� REVISION
G"MAXEACH SIDEOFPOST' •tl•j• rL
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- AND24"O.C.MAX File
` FRONT VIEW
_��-1 UPRIGHT TO CONCRETE 0 PRE-HUNG 3HET Na
A-3 DOOR LOCATION DETAIL
SCALE:NTS q_3