HomeMy WebLinkAboutEngineering Design Parameters NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO `\\\II It II r1. Bullcflng Occupancy rLrJ
2, Basic Wind Speed, able1609C State of Florida Debris Region Sgraph 1504.5 and Table 6:Risk Basic Wind aoN I NSCALE.
OIFFERENT DIMENSIONS
CATION.MAINTAINAANGLLLE E PER DECING TAILTERMINATE AT SLAB Ac
�,``�\i`:*••��,f,•�
. Speed,Paragraph 1809.3.1 and Table 1809.3.1 Equivalent Basic Wind Speed,Vuu= r O5`l`V ••••V"t'/��
160 MPH
3. Exposure Category,Paragraph 1609.4.3:C `Qf q LL d•:
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Aspllcabla Codaa,Regulation end Standards r =w ¢:Q
1. The 7ih Edlllon(2D2D)Florida BuOding Code,specifically Chapter 16 Structural d =V d 'Q p:Z'C
Design,Chap ter 20 Aluminum,and Chapter 23 Wood. Q••e)Z ��
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum s •° �•`"1'q�7
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C.,2010
Edition rm•Pj�o�•O o°noP•• Vim`\�`` N
3. SC 7.19
4. A ���Jf 9l71it
O
-General Note.
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances. ---
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval. W n
Specifications
The follawing spectficalions are applicable to this projects: G e
1. Where concrete specllicalion are required,whether In the screen enclosure scope or I••1'$ti^•°
not,by one or more regulatory agency,the following specifications are applicable.
_I.I._Concue_te_shall conform to ASTM C94 for following components: i; ram' Cg•.pC
1.1.1.Portland Cement Type 1,-ASTM C 150 - - -- -- ---_ -- __ __ _ Fr p,
1.1.2.Aggregate-Large Aggregate 314"max-ASTM C 33 --_ _
1.1.3.Air entraining+!-1%-ASTM C 280 .-nc� o E•
1.1.4.Water reducing agent-ASTM C 494 I W 9
1.1.6.Clean Potable water 2
1.1.8.Other admixture not permitted HOST A m
1.2. Metal accessories shall conform to: 'j (/] >
1.2.1.Reinforcing Bare-ASTM A615,gmde 6D /' / _ / V
1.2.2.Welded wire fabric-ASTM A185 nr O W
1.3. Concrete slump at discharge per chute not less then 3"or more than IT.Water C
added agar batching is not permitted. a fl
QIA. Prepare end place concrete perAmerican Concrete Institute Manual of � : � �Standard Pratice,Parts 1,2 and 3Including hot weather recommendations. 1Existin PJ 1
I.S. Molsl cure or polyethylene wring required, / g,.1 I I / I 1.8. Prior toplacing concrete,treat the entire subsurface area for termites In Covered Patio !-+3'-9 kii_k_ R --I
comluminuanoe with the FBC. / / 1 6" 1' 6• 6 W
1.7. All aluminum components embedded within concrete shall be coated with a � 1- B•_3
bituminous paint or epoxy. / /I.B. Fiber reinforced concrete perASTSM C11161e an acceptable eltemallve te BXB j/ / ,' .' ;• : .,
W1.4AN7.4 WWF. / :' .
2. Aluminum extrusions shall be 6005 T5 Allay. r 1X2
3. Fasteners are requlred to be corrosion resistant,minimum SAE Grade 2 or hatter zinc W d
plate to AS TM B633,or stainless steel sedes"30W. 1X2(TVP) _ 2%2 �
4. All Self me
Beam Sections and PFB are to he stitched with either 014 screws B" P ' �..Al
from end 24"on center or 412 screws 8"from end l2•on center. 1 `]5. Screened endosures containing swimming pools shell comply with the applicablerequirements of FBC R4501.17 and FBC 454.1.3.1.9. > 2X yr 1X2 2 C
S. Door location shall be determined by contractor In the field. }.�� g• } 6•_g' '_g• } 6'_g' L
7. When Installing pavers over concrete slab or foofing which are supporting aluminum l - �6-9•
members,such as continuous screen tracks or upright,the anchors must extend past 27-D �'-3„
LL
the pavers and reach proper embedment Into the underlying foundation.B. All gashing and waterproofing shall be provided by the contractor. PLAN VIEW L .� C IL
9. Use of these plane acknowledges and accepts a limit of liability not to exceed design t C
and engineering fee. 1X2 U V 4
10. Vinyl and acrylic panels shall he removed when wind speeds exceed 76mph I ITMP) O ( ter 2
11. Welds shall be done In accordance with AWS codes,standards,and specifications. I N•-
12. Weld size shall be the maximum allowable for the member(s)unless otherwise noted MI , m ^m 9 IL
In the plan. I T� A a ry�ry a^n CD
VIEWED
,V\�h'0 �
Foundation Design:Now a"xB"(1 g5 bar Cont.)thickened edge,4"monolithic slab '� A B R �I IE••ED FOR O
Concrete r&hall curreeaminimum 2,500 FBCR4IBERCRETE.Reber3l'•ls tstingI Use 3" 3 2 CODE(,`ONIPLIANC H li
chasm.Per current using tof he
FBC presumptive
bearing
or FBC 1Be of soils testing Is not
required for design using the presumptive bearing pressure of 1,600 list. I
Roof Tvpe Screen Sin ST.LUCIE COUNTY
Full Mansard 18114
fi'-9" M mom
'-g" 6'-9" ALUMINUM COIL IOaxPLATE. BOCC
FASTEN WITH 012 x aN'SMS 48
12'O.C.INTO EACH MEMBER
ALUMINUM MEMBER DIMENSIONS ITVP)
„aucwsWrIoNs 6ElLMATNOBEAMIfiMm arRER6ElsunilNoeEANs FRONT ELEVATION -
].2T.r.6.6.r ].x6Na r r.6.°..• &TIP.: r.nir.OaW
�.J T.S.QOJr 2.66Ne: T.6�OOfiPt°.tOT fi.r5 PF0: rv6.r6'v0A54' '
.:Y.f x ff ].fi 2.Y.B'.00W.QIIn'
].n r.r.amr ]•Taus r.r.Pasr.m]r a.x r.r.nur SHEET
r.r.s.°Tr.nlu• A.1:1.f.0.1]fi'
OPEN BACK OEOTIONa ].°fiNB: T.r.6.air.e.1]4 1-
i.z.I.N8s ].1oeMa T.lala.6]T.nJ]r �'�� ®�
° NWIWNfAeiENFA E06EORTANLE:V!' EEfiMCE Ve
6NAP 6ECTIONB WNiNUN FAeiCRMAACn10:LP SC:gEC.
.]6,uP Y.T.e.P.S OONLRETe BOflEW ANCHOR: SHEET AMTEL 6CREW9(6M81:
].J flE00NAlEM IlW BU6DIXOfl EOUIVNENr
.oar
•••NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS— Y! \\ * `�//A
~�
0.126'THICK•r BRACKET a EACH BFALVPURUN.
ATTACHED BRACKET TO FASCIA W/31r xT UGS(3 NOTE: 0 0-
PER BRACKET).ATTACH GUTTER TO FASCIA WITH (2)WW DIA x4-LAG SCREWS FOR �q
31B'%T LAO 024.O.C.ELSEWHERE SPANS GREATER THAN 30W �:UJ ��Q
I-X2-OPENBACKI6 NOTNEEDEDIF CHAIR 0 Z
GUTTER HAS SPLINE GROOVE - CHAIR RAIL RAIL i�Q,S��Z' Tq�Vt Q
OTHERNISE.CONNECTI%2T0
BEAMIPURUNWITH(2)tf0 x2-1 SMSTHRUSEAMPURUN �/x •/y
B059E6.CONNECT 1X2I TO GUTTER O O NTOSCREW
PRON 2: '//O�tx Doerr tt•C�V�\\N
WITH(1)414.1-IQ'SMS b$T FROM Fy. rx2'x1AT ANGLE WITH
ENDS AND 24.O.C. /j a 8 SIDE(IYP)�CH FUNOE,EACH /% (In %%% M
mm YX2-XIM`XrANGLEVNTH(4) 02
/ V) I12XXVSMSEACHFLANGE OPTION/:
j/ / N (4)010x 1-IWEMS INTO RUN JOIRTI CHAIR RAIL
SCREW BOSSES(TYPI
BF. 1%2OPEN BALK ANCMOflEOTO
�RdR CONCRETEANCHORS L90'FROM 7.3ti
FADSAND24.O.C..I-IWMIN. O O / a Y. Jl
CONCRETE EMBEDMENT.IF 6W1P OR
ONTRACTOR TOVERIFYFASCIAIS PAVERSARE PRE6E',GRILL O O SElF4JATING ONLY •�o�
THROUGHTOGETMIN
2'x 2'x I/Tx2'ANOIE WITH Iq MINIMUM OF 2•x4•.IF LESS,2'%4' EMBEDMENT WTO FOUNDATION. L///
�l -Q
_ 014 x 31d'SMS INTO BEAMIPURUN pT SUS FASCIA 6MALLeE PLACED HOxTKWO6CREN9®E'FROM F-1 W
--AND(4)[(2)IF11Q I6 SCREWED T0- - SEMIND EIUSTINOAHD UG UO - BASE END661r O.C. O
BEAM USING SCREW BOS6ES)IH SUPER GMER SCREWSSHALLSELENGTHENEO BASE -- - - - - -
X W4-EMS INTO I%2(OR GUTTER). TO FUMY PENETRATE SUB FASCIA. CONC.— —�-G-'�-�
REPEATON OTHER SIDE OF IFNO FASCIA IS METING,ADD rx d ..4:" 1q•DIA.x3•CONCRETE SCREW
BEAMIPURUN d'PT FASCIA WITH I2•DW.UG ' •.� • 1 x. ANCHOR®B'FROM ENDS&24'O.C. W '
WHEN BEAM
IS LARGER THAN GUTTER, .0SV BACKING PLATE
BOLTS,EMBEDDING I-12'INTO
2 VW x 1 IW x DABr(ON.)AUSM ONINSIDEOFGUTTER TRUSSTAI PREDRILLWITH SB' �. - . • .d
PECEIVINGCHANNELWTMIH(2)812x DIASITTIT PREVEWSPLTRING. - ••FRONT VIEW SIDE VIEW rw
W4-SMS SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA
NOTE BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED i W
2RH-1BEAM/PURLIN TO GUTTER CONNECTION B-4 SUBPOST CONNECTION M-1 PURLIN/GIRT 10.13 TO HOST CONNECTION
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lT xYx rANOLE WITH (1112'DU THRU B'LiWTH
(4)014x WC EMS INTO r'�+M''M+G��` NYLOCKJAMNUT( NUTWITH
O O POST 610E THREADLOCKER MAY BE USED,IN
O O TIGHTEN ONLY UNTI CO.00 NOT OVER IINTTACT.
RICK PAVERS MAY NOT pp11
BE PRESENT.FOLLOW FOR 2X2 AND 2X3 UPRIGHTS,USE LJ
ANCHORMINIMUM (4)t14 x3/4'6MSIN 1.POST d
CONCRETE EMBEDMENT BRICK PAVERS.MAY NOT MEMBERSME ED()E'C' O •�
SEPRESENT,EN LIRE 2X4 ur BEAM NOTCHED
F OVER UPRIGHT }t GI MINIMUM CONCRETE 2X6 1'
of EMBEDMENT.
L
d' .•d b�. �eio 1 O FLASHING 0)
ti 0) O•C
y C
• i •x • ry u TGP VIEW SAVE RAIL INTERNALLY •G CLL
UPRIGHT SCREW THRU BEAM INTO V C
SIDE VIEW SIDE VIEW 'AT INTERMEDIATE SC
REW BOSSES WITH(3)010 0
PER PLAN FOUNDATION PER PUN 'I-In EMS L
O N d
W CG.ANCHOREDTO UPRIGHT PER PLAN ® ATTACH In TO SAVE RAIL O LA a
CONCRETE WITH lie DIA '� WITH 014.1-12'EMS®0'
ANCHOR(MIN.1-1/4' 1%2 O.B.ANCHORED TO CONCRETE FROM ENDS A 24.O.C.
(1)W ONCONCRETE IOL
EMBEDJ®24'O.C. SCREWANCHORS IWO WGH1M'DOL CONCRETE SCREW IF\ a
EACH LEG ANCHOR®24•O.C.MAX ^W
IQ ttdx3/4'SMS INTO POST 1• i d
FOACORNERCONNECTION O (1)In'IRA.x 2 tW THRU I � •Q
4)014x3 SMSINTO BOLTWITHNYLOCKJAMNUT. Q.
POST FASTTX2 WITH 0I2 x Y4' THREADLOCKER MAYBE
SMS 0 24'O.C. USED ON NUT IN UEU OF
® MYLOCK JAM NUT.DO NOT
OVERTIGHTEH..'d..• ".tl 1) R. CONO. UPRIGHT.SEE PLAN
ANCHCH R.EMBED MIN.
2-1R' FOR SIZE
' 01X2 ® UPRIGHT '
a
d • DOTING.SEE PUN FOR (4)t141)r SM6 THRU InFRONT VIEW DETAILSmrD POST TOPVIEW '
FRONT VIEW SHEET
ATCORNER
D2-1 DOOR JAMB CONNECTION B-1 UPRIGHT TO FOUNDATION CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION
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