128 PINE Design Criteria: NOTES:
Ultimate Wind Sliced: 120 iVIPH COi4IPONEN'I'SELECTIONS COiVIPONEN'I'SELECTIONS: 1)Door location incidental to design so long as door posts,
Nominal Wind Sliced: 93 MPHPerimeter Member: Ix2 OB Typical meet allowable spans prescribed by table 302b(Sheet 2).
�I Exposure"B" wilding Risk Category: 1 Posts:varies/as noted on elevatioiI views below 2)all Training members selected from Table 302b on Sheet 2;
Screen Stricture )esign Pressures(Table 2002.4,FBC) Wall[Intermediate] Horizontals:2x2 Hollow 3)maximum vertical distance of horizontal framing members 8'0".
THIS DESIGN E SSU\dES THE USE OF 20/20 MESH 4)vertical placement of girts incidental to design so long as
SCREEN CLOT . maximum vertical distance between horizontals is mainainted.
5)wall areas beneath lowest girt may be solid or screen.
160 T
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ILE
Designed in accordance with the AAF Guide
To Aluminum Constriction in High Wind Areas
as Published by the Aluminum Association of
Florida. The AAF Manual has been approved by the Florida
Building Commission and is the referenced design
guide in the 2010 Florida Building Code
(implemented March 15,2012). REPRESENTS WALL PERIMETER its
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kale 1/4"=1'0"
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NAME:
PREPARE B Y:
Lawrence S. Andre4s � ADDRESS: 128 Pine Street Atlantic Beach Fl. �
GONSii.AGTOR SERH•G ES LL�G.. �
11872 DOVER VILLAGE DR. JACKS NVILLE, FL. 32220 DATE: 02/2 /2015
i SCREENWORKSOFJAXLGMAIL.COM SCREEN WALL UNDER/ENCLOSURE BUILDER:
(904)200-203
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�—`'• / ^!J 6 X 6 X tD(1{I 1'1,V"FF,h �'- OB(1"EMBEDMENT MINIMUM,) ua ,
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IN WELL COhI1111SOIL, �` =', S'�RE04S IN 0 CONCRETE OR I�IA3)NRY
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OF HiOLU)W GIRT(1'EMBEDMENT
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1 REFER TO TABLE 205
FOR REINFORCING CONNECTION WITH CONCEALED FASTENERS
�-ti. PARTIAL. ELEVATIONSj 2 X Z GIRT TO 1 X 2 CONNECTIONSf C4 �1
FOOTING DETAIL F ', C3 1
(PATIO SLAB+:•!f MONOLITHIC EDGE FOOTIING) PARTIAL ELEVATIONS/ 1"X 2"TO 1"X 2" CONNECTIONS
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PER CONCkFTE ANClio R . P IF t X ,
U.C.MIN,) j _3(8 U CONCRETE A 1CF.gR °? ( 2-x D t•.$.FROM PJSME FACE OF `E' i) L._.___ Lf)
o _ Vtfv3f•i"E,Ma ED,,1IENP(MIN.TYPIC.A} I 3"X 2 OB I1`110 SCREW SPLINES CI �y a, it + O
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NOTES:COLUMN TO CONCRETE FASTENING ti i 8 5 x� I N J
1)COLUMN Stt.O r'f:V!N 2'x 6"v`lTTiF•1 CUNERE7E ANCHORS _ - ;I !?` )i x . -� x
_ 2)ANGLES PLACED UPON 1X2 OB MAY BE Ifa' fi I) - 1
6 uj
3)ANGLE PLACED UPON FOUNDATION REQUIRES 5/16'• EXTERIOR CORNER DETAIL / CB� Fz I. .\ iV �
-0 REFER TU DETAILS CI IC C2 FUR CONCRETE ANCHOR (PARTIAL ELEVATION) z / ? J'+ z e x ` A 3 2 , c
SPECIFICATIONS. `-�-! n ,c J 2 n i7 O LL1
5)HITS VIEW IYPIGAL OF EEArt SCFFORT POSTS,Al.GLEES+1'cU F o ( ( �> ❑
FASTENERS AT 6,1CFC OF POST VAkY BY LOAD CUF+DITIONS ��II A q ^'� ¢ F-+ L�
AS SHO'Nrf Ort TABLE 212.
I ti D ❑ cZ. �r 7r TL �r W 14x
— i •
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o COLUMN(SIZE PER TABLE 203 `k a Ih i i-� L!I z s / Z u
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3
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!tu -.c�xcwX:aivse.b JL is rad red r11»=tta tvr t ',o1 t-a- ±oa",: Tcll.11ei0.lE= �.�' I�PI"� w111C1 �irJll E}G'aUSlit-✓` B
9X fA2 X.1141 M1+S 'fT 1.�i•1 llf- /T jx i d 3� I'.I t•.+r TI'T•.�1- ,� l i as'..
rkze-:Letxr mlW,RinQ;P.ln cc.,rtx.>4•:w raGk2t1{v.2-12)r<r�r,;c*nq.,�-,t„�.rx,c:.a�l.Puwn Design iCf:AiRSCN1:�31JrI.1r IV df REiRUp:fFG lSf hYKKIE CN Ift Pifit hi3YCNi LIiE'nRl[lH['.Ewn LSSLVi GF ii+E.it!aY3eNM.lS�[.`Cftl'Lt�s H4NIL`z Design Panel/Skin Thickness
ess
IFtdUSb-Y Standai-d Pi-cad lcts Wad ( sn 0.024 {).$)32
3" SLatidilltl SeLim (€ti1Ll) by 5 Rib 27,3 61_511
C:riml-inT aitc: (1 IIS FPS c7lrirrt X S kine Thir:knc�„) 2Ei_?
Chapter2-SueenRooms
5" Cuinp 3siL- (1 IG ERS Cut X Skitr Tllickr26.3 12'-3" 13'
6" Uorri 'n_slrr-: (1 Ih F KI 4bri,- K !1kln I hicknt-s_s) Al-A 1:3'-4" i41_iY.
3" Composite. (2 Ib EPS Coi-e X Skin Thick0ess} 2G.3 1i'-1111 12'-11"
0
4" Composite- (2 IIS EPS Core X Skiti Thicktwe } 26.3 13'-3" 14'-3"
C,ABLESARMTEMS91 DTORES e11PES15TSHE?R: r'• C:r�ml sire. (J I1� FPS c_Cat-r- X Skin T.hirknet.ss,) 2fil-3 1 S'-111" i F. 3.•
a C ELESAS'hWe(cEEMM)CONT:CTSVi D(;HEas) �H STRUCTUR1E
c' BEY ELOPED'hWe('t THE 1 T D HE CONTACTS W HOS 5TR(TJRE
0 P�!*a,D THE VERIMETER Cf THE EXISTI7G HOST iTRUCIURE //////////// ///.
(HER&:r'TE,2 REfEREU rO ii() TICrr}.TABLE 211
G" Ccim]�0sita= (2 Ib EPS. f_c11 e X Skar>,Thickness) 26,_3 14'-5" 1G-4"
F Shrr.'>THE ALLC'NJSLE REA(P 01E TION.X MEAN YeALL HEI HT) - �S
Tr:�c;ELEs
SCREEN
S E
d' .f_
SWZ E 1:MQXRES CAKES BASED LPX'n;E AREA ° ROOT I
OF PROJECTTCk
tzs+rzE:esu'EaRIV-,vLg2 2•fEgfA E211(IxwT�Fs" ALLUWABLL611AM for IMULkiry members Ls Screen walls(Darts/l:oluims) mWe 24J3c
z VFC4.-Sti f f7 FER T,3IXE211(I.tA+,.rtl SETS
LxS;7:LES�1fECfP
WE 2:RECIARES NO CABLES.ROCM OCESNOF E(TEND BE,AD tFW,i" wi3vJ zeal 120 h9PH Dµsiyir PressUle: 15.0 PSF Extxisure B
THE PER L�Tuxr,RTHE E saticHosrSTRucrusE. FORStrelenMesh: 24 29 lt�anRmfrt--inht?.Ini•t
SHAn 2:au'r OR WAY NOT RE QUIRE GABLES BASED ON i'RO:E.:I0t1 RCCtd E(A:41LE 994E 1
E"V txc.Etretve>_VAtDME4VIsuuetErctrt s' tewtLEDCN011Eicea'rWIT) t:11oV:6U0'STS(o0elT6 LJ 3[1L'IfL�TjisUCSp3einq
'- XX Ir-249Q FT FES URE 211 MlalfYUi E-fs
2.tfl2DEEREXrRED PCIAI COILIR1n 4'-0" 1 4--6" 1 6'-0" -6•' 6'-0" 6-6" 7"-0" 1 7-6" 0'-0"
2"X 2"X 0.04(V X 0-046'HuIIu", 51_10-(1} s'-is•{1)i sr-2'°{1) a•-11°t 1} -q°(.1} a'-7"{1} 4,_5r{1} 4-3„(L} 4r_gn(1)
H05tS1RUCtUREj� fiOSTSTRUCTUREj,
�i/i ////i/ /111111/1111111 j X 3" t 0.05"X 0.05"Hollow se. c;'(L) 8'0'(1), Y]"(L) 5'} o' 0"C1)
2"X 3"X 0-05:"X 0.05"Snap V-2"(:1) a'-7°(1). 8'-2"r1} 7'-9"(1) 7'-5"{1) 7'-2"(1) G'-11"(1) !'-P.
SCREEN F SCREEN 2"X 4"X 0.050"X 0.050"Holluty Y_10®Cl) 9'-3"{1) 8'-LG"(1) 3%5"(L) 8--l"(1) 7'4"(L) 7,-5`(1) 1-2"(L)
s a P.COrI r kOGt-i
F / 2"X 4"X 0.05"X 0.05"Smp 10--11"(1) 10'= ""(-1} 9'-9"Cl} 9'-4"(1) 0'_11'(1) U-7-0) 0'-3"{l} 7-11•'(1) 7-9-(1)
L 1 9
2"X 5'X 0,050"X 0.050"Hollow l0'-2-Cl) J3'8"$!) 8'-14"C l) 7'-!1"(1) 7'-S"(1) 7'-5"(") 7'-2"C1)
F LENGtn LENGTH L"M":CS uib"XU.IV.`jr1id 91-011(1) U'-tr"(1}• U'-1'"Cl}
KIM EYAMZ SOXEI RCC41 E:(,VFtE SHAPE 7,X1J_ 1' rTff 7_773=_ 1 1 -1 1j 71
tr�+smatF Enw:enESlceBrr 2�) (TrureDonacaErluNONE UVEerKIT) 2"Xb-xv.U5"XU.1":?"SmH 12' 3"(1} 1L"!"'(1} lU' 11"(1) 1V' b"(L) IU' U"(1) J' !"(1) v
7`rX7")C91.C1.i7`}C(l.tt?".ihikl 13'-7"(1} 17'-1Et'(tl} 1
4 2'X8X.072"XO.2241 SMB 25'-r(2) 23'-11"f2) 22' :"(2) 2.L'-8"(2) 20'-9"(2) 19"-11"12) 19'-2"(2) 18'-6•'(2) 17'-1L"(2)
EXr'OStk{E f3
"X9"X.UrS2"3t.JW1 Umll J2,--l"C2} z9'-5"(-2) }'-U"(L} 11'-?1"(2)
Altawai k Areas of Wall[Wind)Exposure by Zol1e for Wall F3racin9 Fal fc 211 2"X10"X.1192',{.389"SMB 39'-O-(2) 36'-1CW,4,r} 34'-11"(2) 33'-311(2) 31'-20"{2) 30'-7"(2) 29'-4"(2) 28'-6"(2) 2-,e-711(2)
Cable Pressure=> 23 PSF 28 PSF 32 PSF 36 PSF S"A 3"X U.UJfp"Hallow 1Q. 11"(1) Ili-'t"(13 [3"'j1:0 U.4.0) k3' 11'(1) 3' /-W, b' 3'"(1)
Pairs 4hodZate=> 10UM10 1211 13" HU ;"X ❑_1?5"HnllCiw 14'-4"Cl) 13"-ci"(1
P;r`RtF tTAFAp Aft B 2ti 22 211
VAMFS 61 Sf 45 411
° 2 IN S.]Fr} 117 96 &i 7.1
3 1 1 155 1 127 LE1 99
'Area is&-telntined by tlx Area of Wall['/lied]Exposure riot laterally braced by the Fast SnuctuTe
Page 2-61 AAF GUIDE TO ALUtd1NUM CONSTRUCTION IN HIGH WIND AREAS (20 10 Edition)2.6
FILE COPY
—REFFER,roTASLE 20-J
FOR ALLOWABLE SPANS
CONCRETE FASFENING PER
CONNEcrwfll DETAILS BY
LOAD CONDrriori (TABLE 207)
fl
4" NUMINAL PATIO SLAB
%V1 G X 6 X 10110 W,W,M,
OR SYNTHETIC FIBERS MID VAPOR BARRIER
ON WELL cOMPACTED SOIL,
(CONCRETE s-rRENG-rFi TO BE MIN, OF 2,500 P.S.I.)
Q9
0
LL ;R'-
. ..........
FOuririG
VaDTH REFER TO TABLE 205
FOR REINFORCING
FOOTING DETAIL 1//1-F2
(PATIG SLAB%V/ MONOLITHIC EDGE FOOTING) Is 2
Concrete Slab Foundations & Monolithic Footings (Detail F2) Table. 205 Exposure B
Allowable TribUtary Load Widths for Solid Roofs
Total Bottom Solid Roofs Screen Walls
Height(h) Width (h) Reinforcement 110 mph 121) mph 130 mph 140 mph
4" Norninal Patio Slab (only) T-11/4" 4'-33/4"- T-81/4" 3'-31/.Zlr
8 8 1 Each #5 7-111/411 61-81/21f 5'-113/x" 5'-31/4,"
8 12 2 Each #5 8'-1 O'A 71-53/411 61-81/211 5'- 11"
12 12 2 Each #5 1.1'-63/4" 9'-9112.' 8'-111/4" 7-101/2"
12 16 2 Each #5 13'-41/4" 11'-4" to'- 5" 9'-21/4"
16 16 2 Each #5 17'-01/4" 14'- 5" 13'-41/2" 11--93/4"