HomeMy WebLinkAboutEquipment Proposal LEGAL DESCRIPTION: ABBREYIATIONS3--, SURVEYORS-NOTES:
Lot 501of SET=Set 5/8" frbg�r bor �1th nlsss..oIherwfse noted onl lolled easements
PORTOFINO SHORES yellow cap marked PS 6543 Y P
PHASE TWO FD-Found 5/8' iron Rebor gre,s;&igcyrn hereon.
according {o the plot thereof F.F.E.=Fin!shed Floor Elevolion &24z,N-underground utilities or improvements Were
9 P located unless otherwise shown.
as recorded in Plot Book 43 OH —OH'-Over Head Wires 3. This site lies Within Flood Insurance Rate}fop
pages 33, 33A through 33E X—X--X-=Chain Li�r}�k� Fence 2one.X.
of the Public Records at R.O. -Right of Way
St. Lucie Count , 0--0�-=PVC Fence d. Flood Zone sfiown hereon is an interpretation
• Q=FPL Transformer Pad by the surveyor and is provided as a courtesy.
PL=Volue as Dratted The flood zone should be verified by a
R=Radius of curve determination agency.
L=Length of curve S. Bearings shown hereon are based on the Center
ODefv of Curve lino at SUNBERRY CIRCLE as being N45'22 23"E
AS. =Measured according to the Plot described hereon. 751
CDNC. =Concrete
C.P.=Cona�ple Pad 6. P.U.D.E. denotes Public Utilities and Drainage rp
�-(Tater Meter Easement. _ y
Power Polo 7. All Lal dimensions shown are per plat unless c rn
�=Utility Boz otherwise shown. o
well
— CITY WATER AND SEWER
13�'4►9
��o?t F, �:• �eP
p`��� `� ? • �'t?j, LOT 502
•o.
LOT 507
LOT 500 r,.3 ppJ
ti
pro LOT 508
S
LOT 509
6646 5t}NB1=RRY G'IRC�E F. :�d to:Lee D. Btock>Yay�t Shoran W. BroakWay
go Bonk,NA
SCAtE:t^=3D' Atlantic Land Designs Tine,int.athe Coast. LB746B onal TitleDATE:11/22/1 S4 8TJens_tch etrd.Jtm_Grace.rL 34s6v certliT lhhi the survar stwfin hereon ietroe and correct
Mailing Address: ored on o44lual measaureacros(oxen In(fit Ileid.Thts
�*4'AWP P.O.Boz 1421 Jensen Beach.FL 34966 eeisthe►Iinimun Technical Standards of Chapter 5J-1,7,xadministrative code. .....:\"�'•
2013-0901 ALD5543Q9mail.com(772)396.4290 James A. °ai0y " "fNO11 PSMSSal
ortanr,mnncauen.o•tn.•,rc
DATE: REVIS05 aasmarwrtae
emWnlaSSa29maarat4 P,a
Cesiro Jr. w,r.m,n.ntsaaaa„+ova .
NOTVALID WITHOUT AN AUTHENTICATED ELECTRONIC a•�-
LAST FIELD DATE:11/22/13 1 STGNATUNEANOAMENTiCATEDELECTnOtiICSEAL
CONTRACTOR:The Porch Factory,LLC WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA:
BEEN DETERMINED USING THE ADVANCED
`\. ,
TECHNOLOGY COUNCIL'S WEBSITE �
•
Applicable Codes,Regulations,and Standards AND GOGGLE EARTH. �/••' •'•.
1.The 5th Edition(2014)Florida Building Code,specifically Chapter 16 Sbuchrral
Design,Chapter 20 Aluminum,and Chapter 23 Wood. —
2.AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the - `T:y o l O O•;� _
Aluminum Desiga Manual prepared by The Aluminum Association,lnc. = IL:w v -trt N t
O;�'
L_
Washington,D.C,2010 Edition and the Guide to Aluminum.Constmetion in high — 'O 6 l N 4:C—
(W. Z
wind areas,2010. - d•. pq
3.ASCE 7-10. •. V+•,.��Gj`
•.
IVind Loads
B ding Occupancy Category,Paragraph 16045 and Table 16043: r t -ticPROs\\\
Risk Category 1. PRO PESS�rlrlA�.� L
2.Basic Wind Speed,Figure 1609C,State of Florida Debris Region&Basic Wind
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vm.T=ISOMP VAsn=116MPH
3.Exposure Category,Paragraph 1609.4.3: Exposurell
4.Building Category for Aluminum Structures,Paragraph 2002.6:Buildingui c
Category 1-Screen Room:Non-Habitable,Unconditioned L' d a 3
Foundation Design LL.
Existing concrete.No additional concrete footing or slab is required to resist the O 3
loads imposed upon the existing slab by the proposed construction if the existing W 01
slab is a minimum of 4"thick and in sound condition,free from structural - LLJ w 2. g
cracking,spoiling,or other deterioration. 1x2 Z = 3
Z
Root aLU1.Roof Type:EXISTING 4it, 0 ? EXISTING COVERED
2.Roof Material:EXISTING m m PATIO
Specifications - Z
The following specifications are applicable to this project: 1x2 ,� U
1.All work shall be in accordance with the 5th Edition(2014)Florida Building y
Code,and any other applicable local codes and regulations.
2.Aluminum extrusions shall be 6005 T5 Alloy.Due to quality control issues,no
manufacturer substitution is acceptable without the specific written,signed and
sealed authorization of Suncoast Aluminum Engineering,LLC. _ K
3.Sereen Material:Design based on 18/14 or 20120 Bever View.Any other material A-e A-E 0 w
must be approved U
4.Fasteners are required to be corrosion resistant,nimimu n SAE Grade 2 or better Z(7"' a
zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated tx2 1%2 1%1 N W
stainless steel series"400".
4.All Self Mating Beam Sections are to be stitched with either#14 screws 6'from 3
ends and 24"=eater to center or B12 screws 6"from ends and 12"center to center. '
5.All Porch Factory Beam Sections am to be stitched with#12 screws,6"from ends
and 12"center to center. •i $
6.Where concrete specifications are required,whether in the screen enclosure scope 2x3 2x7 `z
or not,by one or mom regulatory agency,the following specifications are r r - 3
applicable:
a.Concrete shall conform to ASTM C94 for the following components:' 19'ALUMINUM
i.Portland Cement Type 1,-ASTM C 150 gCKPLA7E(TYP)
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33
ifi. Air entminiog+/•H/0-ASTM C 260 A-E A-3 A� .pQ } 5
iv.Wder reducing agent-ASTM C 494 L9'_0� g-0' Q �dw
v.Clean Potable water F
A. Other admixtures not permitted ¢a�z w
b.Metal accessories shall conform to: in
i.Reinforcing Bars-ASTM A615,grade 60 0
IL Weldedwire fabric-ASTMA185 tl in in u.u.
c.Concrete slump at discharge chute not less than 3"ormore than 5".Water
added after batching is not permitted. DRAWN BY
d.Prepare and place concrete per American Concrete Institute Manual of TP
Standard Practice,Parts 1,2,and 3 including hot wea0mr.
DATE DRAWN
recommendations.
., 05/26/17
e.Moist cure or polyethylene curing permitted.
£Prior to placing concrete,treat the entire subsurface area for termites-in REVISION
compliance with the FBC. '
g.Concrete shall be placed over a polyethylene vapor barrier.
b.All aluminum components embedded within concrete shall be coated with
a bituminous paint or epoxy.
7.AB flashing and weatherproofing shall be provided by the contractor. snEsrno:
8.Door location shall be determined by contractor in the field.
9.Use of these plans acknowledges and accepts a limit of liability not to exceed
desiga and engineering fee. A-
ALUMDVOM MEMBERS DIMENSIONS
HOLLOW SECTIONS 118'x2•xz'EXTRUDED
2x2:2"x2"x0.046" AN
5052 H-32 ALLOY EA
2X3:2"x3"xx0.0500" SIDEW()}Ux31'SMS
"x40INTO UPRIGHT2x4:2 .05
2x5:2"x i }}
}
LL 6��i
5"x 0.050" I " 1 0 O• .J
OPEN BACK SECTIONS -d;U Q 0.
2-
IxY.l^z2"xo.oao^ (pL— 1 N�
1x3:1"x3"x0.045" 1°' •, - Q-•
CONC.READER: Q
SNAP SECTIONS ` 'a:•' SCREWCONCRETE ��\�
."q SCREWANCROR®24'O.G
2%2Sne 2"%2"%0.045" �� '' WOODHEADER: EXI$TMG /i Oy°•••••••••'' `�\�
P: }10 x3'WOODSCREWS
2x3SnaP:2"x3"x0.050" : ®72'O.C. HEADER
2x4Sn6p:2"x4"x0.045" SLABIFOOTWO 1 1\ $�
j SEE PIAN 4• _ _ PROFS 416111�LSEAL 5
SELFMATiNG(SMB) , I•
2 x 4 SMB:2.'x 4"x 0.044"x 0.100" - SIDE VIEW
•
2.5 SMB:2"x5"x0.050"x0.100"
2X6SMS:2"x6"x0.050"x0.120"
2%7 SNB:2"x7"x O.OST'x0.120" K Ni
2xeSMB:2"x8"20.072"20.124" (2)3/8°DUL CONCRETE - - - Q a
SCRA.CONCRETE UPRIGHT - CJ W
2x95MB:2"x9"x0.072"x0.124" w CL t•••
(2114'CONC.EMBED) 7'a2'HOLLOW ari
2x10 SMB:2"x10"x0.092"x0398" 6
SECTION LL Z
MINMUM FASTENER EDGE DISTANCE 12" _—_ I _ _— _ .Q m.333
1'.T BASE PLATE W000:
MINIMUM FASTENER SPACING:314" - —- C' . ¢
ANCHORED TO CONC W/1/P }10x3"WOOD 6CREW9 W 0A dN x
'x• �' CONCRETE SCREWANCHOR 4g 12'O.C. U.1 6Z
CONCRETE SCREW ANCHOR: ' CONC. Q 2
GAIN.11/4°EMSEO) Z Z
SBdP5014 TITEN HD OR EQUIVALENT •• '4 6'MAX EACH SIDE OF POST 114"DINx3'CONCRETE W
SHEET METAL SCREW9(SMSI: AN024-O.C.MA% SCREWANLHOR®24'O.C. 1 O kZ
ITW/HUILDEX OR EQUIVALENT xFzr • i' .• 1"x2"HOLLOW W d � ! j
.a ••: 3L�
PFB:PORCH FACTORY BEAM 4. SECTION
SLAB/FOOTING •� �•f.�� EXISTWGHOST R
SEE PLAN .,�•'... • RG
FRONTVIEW B-� 7X2 TO HEADER DETAIL
B •"),UPRIGHT TO ALE:NTIlCONCRETE DETAIL A-2 SCALE:NTS
A-2
pLL"€ S
LC 0.4ALUM S. Z t
! 2 SCREW ALL CORNERS =z OF 6
3. 100 B-120BWIND ZONES Ln W 77
USE}B x SIB'EMS®1T O.C.
4. 120 C-1408 WIND ZONES u
USES x S18'SMS®B'O.C. 3¢
6. 140C-1508 WIND ZONES C
USE}8 x Sir SMS®6'O.C.
I 6. 150 C S ABOVE WINO ZONES p
WOOD HEADER USE}12x SIB'SMS(m6'O.C, Fi
(1)31B'x T LAG SCREWINTO HEADER 7. SCREW GIRT,BOTTOM RAIL
CONCRETE HEADER: 0 BOTH SIDES H
(1)3'B'OULx3'CO—''SCREW 0. MAX KICK PLATE HT=38° ��
HOx 3W000 SCREWS,fi' h
ANCHOR INTO HEADER I I OPTION 2 FROM GIRTS®12"O.C. N
CONC; W K
0.040'x 1 1/8"x 2"X 110T' `1/4'DIA x 3-CONCRETE L.3
INTERNALOR EXTERNAL SCREWANCHOR,6'
OPTION I: I I Q }�
2"a 7a7/B'ALUMANGLE ALUM RECEIVING CHANNEL FROM GIRTS Q924°O.C.
W74)}f0a5/8'EACH SIDE WI(3)HOx3/4'WTO I KW
( I I GIRTEACH FACE&(3) (4)}IOx117INTO ¢ I W UHEXISTINGEADER I I #I0x3/4'INTOUPRIGHi SCREW BOSS Z W----- Wf=pF ONi
—. I I..._.---- ..... .__
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1"a2"HOLLOW I I LL LL
SECTION 1'x2'N7}10x2'SMS-6' CHAIR RAIL MEMBER
MA%EACH S1DE OF POST DRAWN BY
_
-132 4'O.C.MAX I 2"x PATIO 2'x HOLLOW
EXTRUSION I SECTION GIRT TP
2'x2•xa12S'ALUM ANGLE
!ru I DATE DRAWN
(4)}14x314'5.5 INTO.,.. 05/26/17
UPRIGHT REVISION
c-NX2T0 HOST STRUCTURE DETAIL ® SHEET NO:
B"2 POST TO HEADER DETAIL C GIRT TO POST DETAIL A-2 SCALE Nis
A-2 SCALE:NIS A-2 SCALE NTS A_2
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• • INTO DJ I VI W
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SLAB/FOOTING "NLMOA�O I TQ
SEE PLAN
• •. ,�• •� Tx OJ TO ALUM flECENRIG
CHANNEU WI(2)/10x112' I U
SIDE VIEW TMRU SCREW BOSSES rt
I a
¢mc
(1)31S°DUI CONCRETE /10x 3/4'SMSTHRU RC Z W.-
BCREWANCHORS I 2•xTDJ I INTO Tx DJ EACH SIDE IL y(L
AT 16°O.C.3TI
i (2114'CONC.EMBED) I CONCRETE c (01
0
I I I a mwLi La.
-— rxzxo.oe2ALUM
MASONRY I RECEIVING CHANNEL ALONG DRAWN BY
WALL SIDE OF MASONRY WALL
•'f• {+ y —_I I ATTACHEDW/1M°x112 TP
1•x TBASEPIATE CONCRETE SCREMI DATE DRAWN
ANCHOREDTOCONCW/1/4• r f ANCHORSATI6'O.C.
CONCRETE SCREWANCHOR q' I 05/26/17
(MIN.11/4•EMBED) •4•' •,d; REVISION
W MAX EACH SIDE OF POST
AND 24.O.C.MAX SLAB/FOOTING
SEE PIAN
FRONT VIEW
DJ-2 OOR JAMB CONNECTION AT MASONRY WALL DETAIL sH6LTno
DJ-1 DOOR JAMB TO CONCRETE DETAILA_2 SCALE:NTS
Ate• SCALE NTS