HomeMy WebLinkAboutEngineering CONTRACTOR:East Coast Aluminum P �Inc. WIND SPEED JIPOSURE HAVE
DESIGN CRITERIA' BEEN DETERML,,LD USING THE ADVANCED
TECHNOLOGY COUNCH°'S WEBSITE
Applicable Codes,Reyulatiom,and Standards AND GOOGLE EARTH. �� "• ,r-ii
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 Structural .-
DesigN Chapter20 Aluminum,and Chapls23 Wwd. ��?•• � 6
O':;
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A ofthe �. O . _
Q W o K:Q_
Aluminum Design Manuel prepared by The Aluminum Association,Too. i. ap � (�< p.Z_
Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in high - D-,• 0_
wind seas,2010. 6 ` N
3.ASC67.10.
Ci.
• Wind Loads
1 Building
ocu ancy Category.Paragraph 1604.5 and Table 1604.5:
Risk - ��/ ,•• "' P�\\���
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic Wind' �ddAsS10NAL%g
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vm.T=I50 MPH,V.ssp=116 MPH ,
3.Exposure Category,Paragraph 1609.4.3: Exposure B
4.Building Category for Aluminum Structures,Paragraph 2002.6:Building Category p
1-Alum Shed:Non-Habitable,Unconditioned _ _ - '�—6'-8"— 0 W
m r.
Scope of Work: a
Does not include analysis of remaining existing structure K
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Roaf a qy'
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1.Roof Type:M000slgim I EXISTING n w d 3
2.Roof Material:Exlatin¢3"Composite Panel O O C W
I I COMPOSITE PANEL 1 CZ9 Z w
Faundallon Deien n n _ n �34 0
Load m¢concrete.No additional concrete faa0p¢or slab is required to relit the 2X3 HOL W d d
Load imposed upon the existioe slnb by the prapaaed dopshuetion If the existing
slab is a minimum of4"Ihlck and he
sound copditiom,free from structural ® 16" O.C.
cracking,spallin¢,or other deterioration. U.
Specifications T
The following specifications on:applicable to this project: Z IJ D y
1.All work shall be in accordance with the 5th Edition(2014)Florida Building Code. EXISTING,2X6SMB ��I
and any other applicable local codes and regulations. 9�—B" EDGE BEAM 9'-8, J
2.AluminumextrusiansshaIIbe6005T5Alloy.Due to quality control issue,no EXISTING EXISTING a
manufacturer substitution is acceptable without the specific wrimen,signed and 3X3XO.093 3X3XO.093 Z 2
sealed authorization of Sunwast Aluminum Engineering,LLC.
3.Screen Material:Design based an 18114 or 2020 Better View.Any other materiel POST. 10'-6" POST nn LU d
mus[beepproved. /?yyro 39s, z
4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better ST.LUCIE
zinc plated to ASTM B633,or mated stainless steel series°30D°,or uncoated REVIEWED OOR TV DLTLD`G D L I1'I_IOi u�i wR�
stainless steel series°400°. WBF,�
5.All Self Mating Beam Sections arc to be stitched with either 414 screws 6"from REVIE<•VED Bh'
ends and 24"center to tenter or,#12 screws 6'from ends and 12'center to center. EXISTING DATE
6.Where concrete specificationsare requred,whether in the screen enclosure scope or COMPOSITE PANEL PLAN$,. DI R 3
not,by..or mom regulatory agency,the following specifications are applicable: OR NO L\SPL'CTIO.\1VrU > DEN'JG2
-- a.Concrete shall conform to ASTM C94 for the following components: y
i.Portland Cement Type I,ASTM C 150
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 EXISTING 2X6SM9 a
— — —.. Airentmining+F-lY-ASTMC260— — - — — - - 3" RECEIVING-CHANNEL - _N_ _ 1 _
v.Cl—Water reducing agent-ASTM c a9a - — ---- -- — -— -- — — - - _ -— — - — CONCEALED FASTENERS OR ATTACHM N'o
v.clean Patabla water --
b. oweradmiicssanntpmminte VINYL SIDING 'ARE THE p=w
i Metal acing Bans shell conform to: Cl
i.Reinforcing Baru-ASTMA615,gmde60 CONTRACTOR ii.Welded wire fabric-ASTM A185 I Q W
c.Concrete slump at discharge chute not less than 3"or more than 5".Water our TYVEK HOUSE WRAP ss�'......'...w
added after hatching is not permitted. W K�
d Prcpaze andplew concrete per American Concrete institute Manual of EXISTING 3X3X0.093 POST a y F
Standard Pmetia,Pens:1,2,md3.includinghotweathermwmmmdatiom. -- -- - 0 K a`S
e.Moist cure or polyethylene wring permitted. �� �-- - - '_-"- - -' -_ $�8"-PLY CDX- -THESEFLANB AND ALL PROPOSED WO KaF�O�a
f.Prior to placing concrete,treat the entire subsurface area for termites in ARE SUBJECT TO ANY CORRECTIONS- --
U.
compliancewiththeFBC. 3" RECEIVING CHANNEL REQUIRED BY FIELD INSPECTORS THA DRAWN BY
S.
Concrete shell be placed over a polyethylene vaporbanier. EMAY BE NECESSARY IN ORDER TO TP
Is.All aluminum component+embedded within concrete shall be coaled with a COMPLY WITH ALL APPLICABLE CODE
bituminous paint or epoxy. - DATE DRAWN
7.All Bashing and weatherproofing shall be provided by the contractor. 04/12/17
8.Door location shall be determined by contractor in the field
9.Use of these plena acknowledge and accepts a limit of liability not to exceed design REVISION
and engineering fee '
10'-6" FIL{�jpa�a �r❑���J`Y7
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ALUMINUNTMEMEERSDIMENSIONS ///
' HOLLOw SECTIONS `♦♦ '� .V�l��l/�
2x2:2"x2"xO.046" I't7 \ \�/.• •�'•6"[�j�
2x3:2' 3"xO.OS0"
2 x4:2"X 4".0.0s0•• •�:,,�„:�, =,Q:' �o o•.Q_
zxs:z"xs'•Xo.oso'• ,'
Z—
• OPEN BACK SECTIONS D" o
1 x2:I"x2"x0.040. �
EXISTING '
1 x3:1"x 3"x 0.045" � COMPOSITE � �'• � `
ROOFPANEL EXISTING �•'••�/�♦
SNAP SECTIONS Yx6'sM0 �i/ ••'
2x2Snep:2'•x2"x0.04S• EDGEBEAM - //// '*•P�O\\♦
2 X3 Snap:2"X3•'X0.050" 1�1�j1�\
2x4Snep:2"x4"x0.045"
OPTION2 PR �IdNAL SEAL
SELF MATING(SM3) iNTER0.040'x LOR 2 ER■71
VINYL SIOINO � � 112°x3"x 11r,"xo.OB2' I I INTERNAIOREMERNAL
2 x4 SMB:2"x4"x 0.044"x0.100" CHANNEL W/(2)W2x 3/4° OPTION I: ///���ALUM RECENINOCHANNEL
2x5SMB:2"x5"xO.050"x O.10O" I I EACH SIDE Y■Yx VB"ALUMANGLE I I / W/(3)010.3/4"-0
W/(4)NiOx SWEACH SIDE I I / GIRT EACH FACE 6(3) Q
2 x8 SMB:2"x 6"x 0.050"x 0.120" I I N10x 3/4"INTO UPRIGHT d', Ld C
2 x 7 SMB:2"x 7"■0.057"x 0.120" INFILTRATION BARRIER I I I _
2x8SMB:2"x8"x 0.072"x0.124" OVER IIY PLYWOOD FASTEN I u ui
2%95MB;2"x9"x 0.072"x0.124'• ®PANEL EOGESW/N10 2•x 3•x 00 W a
2%IOSMB:2"xl0"xO.092"x O.396" x1•®e•O.C.6®1Y O.C.® HOLLOW®te°O.C. _ _- I DC {I{I{It!t!t!
INTERMEDIATE SUPPORTS LL
MINBvfUM FASTENER EDGE DISTANCE:1/2° I 1/Px3'%17R'x0.O8Y CC Z d MOMAUM FASTENER SPACING:3/4" 'I I CHAIR RAIL MEMBER I I yg
1 y
CHANNEL Yx PA710 W W/(2)012 x 3/4"
CONCRETE SCREW ANCHOR: 1 I I EXTRUSION 2
SIMPSON TTIEN HID OR EQUIVALENT SCREWANCHOR I I EACH 610E I I Z
SHEET METAL SCREWS(SMS): 4D 7S°o.C. I I w
Tf W/BUILDEX OR EQUIVALENT - < '•
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17.
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S. WALL ASSEMBLY 8 CONSTRUCTION DETAIL C CHAIR RAIL TO UPRIGHT DETAIL �7
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DATE DRAWN
04/12/17
REVISION
FILE Copy
Fy SHEET NO:
lNN A-2
CONTRACTOR:East Coast Aluminum Produci,,c. WIND SPEED AND POSURE HAVE
•"`!
BEEN DETERMINC USING THE ADVANCED
DESIGN CRITERIA:
TECHNOLOGY COUNCIL'S WEBSITE
• Applicable Codes.Reeuiations,and Standards AND GOGGLE EARTH. �� •,�19�'
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 Structural
Design,Chapter 20 Aluminum,and Chapter 23 Wood.
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the _ Q• O
Aluminum Design Manual prepared by The Aluminum Association,Inc. =D-: �, C1¢ 00 Z
Washington,D.C.,2010 Edition and the Guide to Aluminum Construction in high 0 0 �j 4!;O=
' wind areas,2010. N•,J Z l
3.ASCE7-10.
Wind Load. �i� .....•••••`��`
1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: i \�
Risk Category 1.
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&Basic Wind Pmo E!s'sIdrinl.�ent
Speed,Paragraph 1609.3.1 and Table 1609.3,l Equivalent Basic Wind Speed:
V.T=I50 MPH.Vmp=116 MPH
3.Exposure Category,Paragraph 1609.4.3; Exposure B
4.Building Category for Aluminum Stmctur",Paragraph 2002.6:Building Cateeary p
1-Alum She,,..Nop-Habitable,UncoadiNooed - 'I`6•_Bn— 1' LLI c
O d -
ScopeofWork: ui sI� W d
Does not include analysis of remaining existing structure. I Ot:
IZ
RaofTvne O
1.RoofTypa:Moonshine EXISTING ° cc
2.Roof Material:Existlne3"Composite Panel O O 0 W rL?t 2= g
I I COMPOSITE PANEL Z Z yI a1
Foundation Deelim
E:Ietine copereta No additional concrete foaNne or slab is.on ired to."[be
loads Imposed upon the exisNne slab by the proposed construction If the existing 2X3 HOL
slab is a minimum of4"thick end in sound copditioa,free from structuralL L
- ® 6" O.C.
...king.similioe,or other deterioration. Ir
Specifications
The following spccifications are applicable to this project: Z U
1.All work shall be in accordance with the 51h Edition(2014)Florida Building Code, EXISTING 2X65MB J y
and any other applicable local codes and regulations. 9•—B" EDGE BEAM 9,—B„ J g
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no 0EXISTING EXISTING Q Z gx @
manufacturer substitution is acceptable without the specific written,sipped and Z H11-
3X3X0.093 3X3X0.093sealed authorisation ofSuncoast Aluminum Engineering,LLC. - � C3.Screen Material:Design based on I8/14 or 2020 Better View.Any other material POST O•-6" POST O LU
must be approved. Z
4.Fasteners era required to be corrosion resistant,minimum SAE Grade 2 or better Z ZZ 1 LL<F•9 3 k
zinc plated to ASTM B633,or corned stainless steel series"300",or uncoated
stainless steel series'400'. 'H W
5.All Self Meting Beam Sections are to be stitched with either tl14 screws 6"from
ends and 24"center to center or 412 screws 6"from ends and 12"center to center. EXISTING
6.Where concrete specifications are required,whether in the screen enclosure scope or COMPOSITE PANEL 3
not,by one or mom regulatory agency,the following specifications are applicable: - g
a Concrete shall conform to ASTM C94 for the fallowing components:
i.Portland Cement Type l,-ASTM C ISO 3335
ii.Aggregates-Large Aggregate 3/4"mm-ASTM C 33 EXISTING 2X6SMB g
- —iii. Airentmining+/1%_ASTM C260_ __
iv.Water reducing agent-ASTM C 494
v.clean Potable water
-- — �— --- -- ----- -- -- --� -_-- — -- — — —3"-RECEIVING_CHANNEL_
vi. Other admixtures not permitted - K
b.Metal accessories shall conform to: C U m et
i.ReinfbrcingBars-ASTMA61S,grad.60 VINYL SIDING C=W
ii.Welded wire fabric-ASTM AI85 I Q:li�W
c.Concrete slump at discharge chute not less than 3"or mom than 5".Water bs TYVEK HOUSE WRAP rj w K
added after hatching is not permided. DJ Z 0 W r�
d.Prepare and place concrete per American Concrete Institute Manuel of EXISTING 3X3X0.093 POST a.N ic dr
ic
Standard Practice,Partsl,2,end3-includinghotweatherrecommendattom _ _ Ks�i
a.Moist care or polyethylene curing permitted. - —— _ - -5/jB_PLY CDX - d�n LL
.
f.Prior to placing concrete,treat the entire subsurface men for termites in - -- -
compliancewiththeFBC. 3" RECEIVING CHANNEL DRAWN BY
g.Concrete shall be placed over a polyethylene vapor barrier. TP
h.All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy. DATE DRAWN
7.All flushing and weatherproofing shall be provided by the contractor. A-tt 04/12/17
8.Door[motion shall be determined by contractor in the field.
9.Use of these plans acknowledges and accepts a limit of liability not to exceed design REVISION
and engineering fee. A
10r-6" gt(1a1ft /❑�[�/] NEt7N S0:
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A-1
ALUMINUM MFMBERS DIMENSIONS
HOLLOW SECFIONS ���' •�'•,/l��/�i
2 x 2:2"x 2'•x 0.046" t"•YT;{i, !�
2 x3:2"x 3••x0.0501. .. 1
2x4:2"x4••x O.Os0" ^ ,(y,, -�• LL pl.
2x5:2"z5•zo.oso^ s�Y 4 ; Tsyl a• * O o:Q
OPEN BACK SECTIONS
' Ix2:1'.x2"x 0.10" EXISTING 1�6,•. ���
1 X 3:1"z 3'.'x 0.045:• COMPOSITE L/
ROOF PANEL EXISTING i ✓ 'l�j�
SNAPSECFIONS 2'x 6'SMB °...... ••
2 x2 Snap:2"x2"x0.045" EDGEBEAM
2x3Snap:2"x3"x0.050•' //IIIlllttt `
2 x 4 Snap:2'•x 4"x 0.045" I I OPTION 2: PROFE SIGNAL SEAL
0.040°x 1 1R•x 21/6°x 1112
SELF MATING(SMB) VINYL SIDING I Iirr Wx 11/2'x 0.062' I INTERNALOREXTERNAL
2x4SMB:2"x4"x 0.044"x0.100" CHMllLW/(2)Y12x314° OPTION I: I I ALUM RECEMNO CHANNEL
2x5SMB:2"x5"x 0.050"x0.100" I EACH gIOE 7'a2°x1/B°ALUMANOLE I I W/(3)W0x3WINT0,
( Wl(4)N10x 6/B'EACH SIDE GIRT EACH FACE 6(3) Q'
2x6SMB:2"x6"x0.050"x0.12O" 11,x Sl4"INTO UPRIGHT K Yi G
2.7S MB:2"x T'x 0.057"x 0.120" INFILTRATION BARRIER
2z88MB:2"x S'•x O.072"x0.124" OVER 12"PLYWOOD FASTEN -- -- -- -- LLI d tt,,
2X95MB:2"x9"%0.072"X0.124^ ®PANEL EOOES W/Y70 2"x3'it 0.048"
2x 10 SMB:2"x l0"x 0.092"x 0.398" xl'a V O.C.64y 12°O.C.® HOLLOW 016"O.C. —_ —_—I —___ —
INTERMEDIATE SUPPORTS I O
MINIMUM FASTENER EDGE DISTANCE:1/2"
MINIMUM FASTENER SPACING:3/4' I CHAIRRAILMEMBER I I z 2 a
11093'.112"x O.o6Y 2"z PATIO
I CHANNEL W/(2)Y12x 3/4° I I EXTRUSION CONCRETE SCREW ANCHOR: 114'x 21/4°CONC. EACHIIDE Z z ?
SIMPSON TITEN III)OR EQUIVALENT SCREWANCHOR I
SHEET METAL SCREWS fSMS): ®16.O.C. l;
ITW/BUE.DEX OR EQUIVALENT I W d jE d 133!
I.Q.x •.I I � �
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S WALL ASSEMBLYs�C�O9TRUCiION DETAIL C CHAIR RAIL TO UPRIGHT DETAIL S®�
A_2 A-2 SCALE:NTS- Q Z 5
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DATE DRAWN
04/12/17
L COPY REVISION
SHEET NO:
A-2