HomeMy WebLinkAboutEngineering CONTRACTOR:East Coast Aluminum Produr' Jno. WIND SPEED AND EXPOSURE 114,VE l
DESIGN CRITERIA: BEEN DETERNUNED USING TE DVANCED
TECHNOLOGY COUNCIL'S WEBSTTE \\\\ _K
Applicable Coda,Regulations,and Standards AND GOOGLE EARTH.
1.The Sth Edition(2014)Florida Building Code,specifically Chapter 16
Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. Q� 6l•Vl
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of Z.
the Aluminum Design Manual prepared by The Aluminum •q
Assacietion,Inc.Washington,D.C.,2010 Edition and the Guide to - W O;Z
Aluminum Construction in high wind areas,2010. aa,V ��r 0
3.ASCE 7-10. i a,•) .fij.�
W�ndpLoa Work:Dow not include analysis of existing sWdura. 0•
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.S:
Risk Calreory 1. `Z 11-o eegf' /ill I I 11111\
2.Basic Wind Speed,Figure 1609C,State of Florida Debris Region& Q PROFES:110NAL SEAL
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent �' CI,•Cf tNTS'$IJ I.D. C BI3ld.,ION 5
Basic Wind Speed:Vus.T=ISOMPH.VASD-116 MPH htv1kwb vtm CO, E .
3.Exposure Category,Paragraph 1609A.3:Exposure B R'i:F:1\lI;I1 Bv 19
4.Building Category for Aluminum Structures,Paragraph 2002A A'tk....._ ❑ ❑
Building Cateaory l-Roof-Replacement EXISTING FRAMING , -
TO REMAIN ri lkS ANI) 1TT NiUST BE IEPT ON JOB 0 L6 u3
..Nd 1�1$li$CTIO:V WILL BE MADE. u a a
Scope of Work: biz
� lL
Replammentofmofenly.Does not include analysis ofexistirg - O C�
structuro.
RoofTvpe 2X3KB A-2 A-2 W �
1,Roof Type:MONOSLOPE �nrP) W yg,u� '111yyy
2.Roof Materiel:3"x 48"x 0.024"composite papal EBte 1000.3. - +�--10'-0"-,� 7'-6" 7'-6" 8'-0"- •�' 10'-O" 02 Y _deoslty foam,Florida Product Approval Number FL 7561-R3. tY -
WjEa' Ca'.Foundation Braise • 444
NIA 3X3X0.093 2X5SMEI 3X3X0.093
POST 4TH WALL POST A-2
9pedBntlom
Thefollowing specificotionseeeapplicable to this projeck O o EXISTING 3"X48"X0.024" EXISTING p Z U
1.All work shall be in accordance with the Sth Edition(2014)Florida "p
Building Code,and arty other applicable local codes and regulations, C C VINYL 1.0 DENSITY FOAM ALUM I I a
2.Alumimrn exmuions shall be 6005 T5 Alloy.Due to quality control ROOM COMPOSITE PAN L SHED O -_j R
issues,no manufacturer substitution is acceptable without the specific J C7
written,signed and sealed authoriratiun ofSameast Aluminum "O / Q Z B
Engineering,LLC.
3.Fll
mteners are required to be corrosion resistant,minimum SAE Grade I A_2 G W�d
2 or beaerzmc plated to ASTM B633,or meted stainless steel series 0
.300'.or uncoated stainless steel aeries 1400".
4.All Self Mating Beam Sections ere to be stitched with either Z q14 - H W
screws 6"from ends and 24"center to center or#I2 screw;6"from +1----9'-9" p!
ends and I2°center to cents. ., ' 95 OR
5.Where concrete specifications en required,whether in the screen _ .1-
en re closuscopeornot,by one or mom regulatory agency,the 'n�,.i�s'.0',IONSIEILIT Orr T:,'
following specifications me applicable: 24'-0" 3
e.Concrete shall conform to ASTM C94 for the following
QQNTRAOTOR OF RECORD
components:
1.Portland Cement Type 1,-ASTM C 150
-ii..Aggagetes--Lery Aggregate 3/4"mmr-ASTM C-33 3F
Ill. Airentnfning+/-I%-ASTMC260 - - 3"X48"-X0:024"
iv.Water reducing agent-ASTMC494 COMPOSITE PANEL
Y.Clean Potable water ..... .. .. O
A Otheradmixnirwimtpermitted C3 Z ..
b.Metal accessories shell coafarmto: 0 W
i.Reinforcing Ban-ASTMA615.gna.60 ?TANS AND ALL PROPOSED WORK Q o
ii.Welded wire fabric-ASTMA185 %JBJECT TO ANY CORRECTIONS
c.Concrete slump at discharge chute not less than 3"or mom I P ED BY FI ELO INSPECTO BTHAT rnwg'
than 5".Water added after belching a not permitted, NECIISSARY IN ORDER TO 4J
- -- _
---�-------W--- g�P- - _ _ EXISTING EXISTING +,tPi`�WITHALIAPPLICAB6H600H®, O-
d.Prepare end plans concrete perAs 1,2aa d 3 in lading hot - ----- -- - - - -- - - -`- -- - - - `--VINYL--- - --'-- ---'------ - -. -0 a.e$--- -
--
MemelmminumderdPons. Pens 1,2,end3including hot ROOM ALUM FIOM 000 AMPOcI PANEL FPA:FL7561-R3 CL g fi
weather recommendetiom. SHED 150MPH/EXP B ( )
e.Moist earn or polyethylene curing permitted. 3'x4B"x0.024'(1.OA DENSITY FOAM) DRAWN BY
f Prior to placing concrete,treat the entim subsurface area for MAX SPAN:4" 12 ENS MC
termites in compliance with the FBG
g.Concrete shall be placed ova a polyethylene vapor barrier. DATE DRAWN
IL All aluminum components embedded within concrete shall be - 11/02/17
coated with a bituminous paint arepoxy. REVISION
6.All flashing and weatherproofing shall be provided by the contractor.
7.Use of these plans acknowledges and accepts a limit of liability not to s 12/18/17
eztted design and engineering in.
I' ll EET Na:
BY:........................ 11 t I-a`1a A-1
CONTRACTOR:East Coast Aluminum Proms Inc' WIND SPEED AND EXPOSURE NAVE
DESIGN CRITERIA: BEEN DETERMINED USING•. ADVANCED
TECHNOLOGY COUNCIL'S WEBSTfE
Applicable Codes,Regulations,end Standards AND GOGGLE EARTH. '
1."a 5lh Edition(2014)Florida Building Coda,specifically Chapter 16
Structural Design„Chapter 20 Aluminum,and Chapter 23 Wood.
2.AA ASM 35 and Specifications for Aluminum Structures,Part I-A of
the Aluminum Design Manual prepared by The Aluminum _ 1
Association,Inc.Washington,D.C.,2010 Edition and the Guide to
Aluminum Consauction in high wind areas,2010. L
3.ASCE 7.10.
4.Scope of Work:Does not include analysis of existing structure.
r.
Wind Loads '
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:
Risk Category 1. e: PROFESSIONALSEAL
2.Basic Wind Spra Figure 1609C,State of Florida Debris Region&
Basic Wind.Speed,Pmegmph 1609.3.1 and Table.1609.3.1 Equivalent �flD
Basic ur'ind Speed:Vtnr=150 MPH MPH ❑ ❑
3 Jinj5osuro Category,Paragraph 1609.4.3: Exposure B _-" - —.
4.Building Category for Aluminum Structures,Paragraph 2002.6: - -- - --- -- - - -- EXISTING.FRAMING - - - -- - ----- --- —' rY - c
Bulldlpg CeteearYl-Root-Replacement TO REMAIN -W ui
d d
Scope of Work:
Replacement ofmof only.Does not includeanalysis of existing <L w
_ _
structure.
� �;
A-2
2X3KB A-2 w d f a
Roar e z 9 g
1.Rpof Type:MONOSLOPE � � r 10�-0"
2.RODf Material:3"x 48"x 0.024"composite panel EIIte2000,1.0 +I`-10�-0" +I'' 7�-6"� 7�-6" 6�-0" I l7 p Z 7
density foam.Florida Product Approval Number FL7561-R3.
w �d 21 G
FoundationDeslea 3X3X0.093 2XSSMB 3X3XO.093 M2
NIA POST _
— POST WALL
SgeclHeallooe - 4Tf'I 7
The followingspecifrcations are applicable to this project: EXISTING 3"X46"X0.024" EXISTING o C J 5 YY„
I.All work shall be in accordance with the 5th Edition(2014)Floride ,0 VINYL. 1.0 DENSITY FOAM ALUM
Building Code,and coy other applicable local codes and regulations. O O ROOM COMPOSITE PANEL SHED J KK
2.Aluminum extrusions shall be 6005 TS Alloy.Due to quality control U
issues,no manufacturer substitution is acceptable without the specific
written,si ed and sealed authorization of Suncosst Aluminum O .-• i - s
Engineering LLC. I A-2 Ol 0 Z
erosion resistan minimum SAE Grade � t
3.Fasteners me required to be co 4 U� i
2 or better zinc plated to ASTM B633,or coated stainless steel series ? L— $W
300",or uncoated stainless steel series"400".
4.All Self Mating Beam Sections ere to be stitched with either k14 I N W
screws 6"from ends and 24"center to center or 912 strews 6"from +r-�9"-9p r"' 9'-9"
ends and 12"center to center. 3
5.Where concrete specifications am required,whether in the screen
enalosum scope or not,by one or mom regulatory agency,the 24"—Oe
following specifications are applicable:
a.Concrete shall conform to ASTM C94 for the following
components: 3
_ i.-PMIand Cemem.Type1,=ASTM C 150
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 —3"X46"X0,0.24" — ___ _t%j_
iii. Airentraining+/-1%-ASTMC260 COMPOSITE PANEL — 0--
iv.Water reducing agent-ASTM C 494
v.Clean Potable comer
vi. Other admixtures not permitted
b.Metal accessories shall conform to: I-
i.Reinforcing Bars-ASTM A615,grade 60
w
ii.Welded wire fabric-ASTMA185
c.Concrete slump at discharge chute not less than 3"or mom W a.
than5"rWateraddedafterbatchingisnotpermifted. ,EXISTING EXISTING on
g a syi
n
d.Pmpare and place concrete per American Concrete Institute --VINYL"- - ---' --ALUM- ---- ---------- - --..
Manual of Standard Practice,Pans 1,2,end 3 including hot ROOM SHED
Weather recommendations. DRAWN BY
e.Moist cure or polyethylene curing permitted. NIC
f Prior to placing concrete,treat the entire subsurface area for
DATE DRAWN
termites in compliance with the F'BC.
g.Concrete shall be placed over a polyethylene vapor barrier. 11/02/17
h.All aluminum components embedded within concrete shall be REVISION
coated with a bituminous paint or epoxy. s
6.All Bashing and weatherproofing shall be provided by the contractor.
7.Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
File
C013; SNEEr NO:
k_ 9 A-1
• I
ALUMINUM MEMBERS DIMENSION
HOLLOW SECTIONS
2x2:2"x2"x0.046" I
2x3:2"x3"x O.050"
2 x4:2"x4"x0.050"
2 x5:2"x5"x 0.050
3'x GCHANNEL 014x DR. SMSWI (�
OPEN BACK SECTIONS RECEIVING CHANNEL 1 112E DR.NEOPRENE 1�
IX2:I"x2"xO.040" BOTW/01OMASEND AND FACED WASHER®B"O.C.
1 X3:1^X3"x0.045'• - � BOTTOM AS ENO CAP
SNAPSECTIONS R
2 X2 Snap:2"x2"x0.045" I I 3'x Tx 0.083E ,r� Fa• .'`L11 4^' ry�µr i' sfl
2 X3 Snap:2"x3"XDAM" POST ,,.f,�a�*��j � µ� �• k
2 x 4 Snap:T'x 4"x 0.045" I ' ' v% 7.^'•`-'�'' ?f
- PROFS SIONAL SEAL
SELF MATIly.i;($MBl I I 3'COMPO6fTE
2X4SMB:j"X4"x0.044"X0.100" (4)114E DIA.CONCRETE I ROOF PANEL
2X5$;• :2"XS"X0.050"xO.100" SCREW ANCHORS I IEl 11
7'X6 SMB:2"x 6"x 0.050"x 0.120" (W CONC.EMBED) I I INTERNAL/E%TERNAL E-GUTTER W/R2®1YO.C. Q
2x7SMB:2"x T'x 0.057"x0.120" 3"x3"x 10 EXTRUDED TOP d BOT.(3 PER PANEL) I EXISDNG CONNECTION TO REMAIN K Iy Ld C
2 ze SME:2" r: 0.072"x0.124" I I POST BASE W!(2)3!B" O
2z9SMB:2"x9"x 0.072"X0.124" `� DR.THRU BOLTS I JuiJ
2x I0SMB:2"x IO"x0.092"x0.398" I I I EXISTING EDGE BEAM ILcc L.
MINIMUM W y
MINIMUM FASTENER EDGE DISTANCE:12° I O a
MINIMUM FASTENER SPACING:3/4• FXISTINGFRAMINa
CONCRETE SCREW ANCHOR: LA
I W
III
a'
t
SIMPSON TITEN HD OR EQUIVALENT .!.4••°•• z
SHEET METAL SCREWS e!.•,.•• C7ON Z
M 7
ITWI BUILDEX OR EQUIVALENT W d 0.
B 3"x 3"POST TO CONCRETE CONNECTION DETAIL S ' COMPOSITE ROOF TO POST CONNECTION M
A_2 SCALE:NTS A_2 SCALE NTS Z V
J
219
Q �®
8
LU
• 3-COMP ROOF PANEL r�SELF-SELF Z(
r' " t bX to W
• _ .�q�;c...�.,?.c�`K.'M .15. f.5;;+"Ya.'",�'r•�`;'�=r ° a
FLASHING
1r a
YCOMPOSIfE
-- ROOF PANEL --— - -- - - ——— F-
•�• I It
1•u I I W
N14 x 4718'SMS Wl \\ 11 I FU�W U
I IW DR.NEOPRENE EXISTING II DJ :a)cc m
FACED WASHER®B'O.C. BUILDI G/I 2"x 3"x a05(r \ I 0 re D.IL DI
KNEE BRACE __—. UPflIGHT Q a
- - -- - -- -- --- --- ---� - - - -- - - - - - - I ---- - -- -ag'�w -
(3)3/0'DR,
THRU BOLTS !L
1 lrrx2 WWII lWx i DRAWN BY
Yx6.6MB I I 0.05Yx3'LONGALUM
I I RECEIVING CHANNEL W/(3) MC
3"x3"POST I I � N12x3M'6M9EA FACE d �jl
DATE DRAWN
(3)N12x 31C INTO POST11/02/17
REVISION
I` I
S-1 COMP.ROOF TO POST Cd14TH WALL DETAIL 62 KNEE BRACE CONNECTION DETAIL
A-2 SCALE NTS L_2 SNEETNO SCALE:NTS
!1