The URL can be used to link to this page

Permits 1323 Linkside Dr (vault)002 77t Ll % 3v4 D`� iL T!t%a OLO -V _Lk- ((OLIA I OLIA 's, L A l-: .................. 4;j�ca3r- -71oridA f-"-'�39rer C,oMight 1333 — :1 Lnux;L.j3ocjatjock of ?Jorld;r, Inc* jte3exvtd- Au 21"tS. -gd.113rom-3 WN3dayl-jo wx�Jtmauxjm 3a vcmw I-d H ao 310"H 001�38 01 Ic" -VOL '3d-LLa+M 3 MNBUMYI zoo m0awk8d MMIMM BFU IncHijim IWj N UD 3ICK%H 033rsaoud3d 38 01 ICH 9M-L�- EEL Seat Mmit"ac-@ ,9d-113PPM-3 3D�MMV_l�0 Mo,,S3�gd NaUMm�u jrCWjM IWd H HD nottm m=n00Ud3d 30 01 ION OUL -TY39 980L I�doo zo9z-n9 (eats) xv BOYd -ry3s ZoqZ-VS;q (C&9) xvzl wn-890-009-1, BOMNOWLYN qm-Lu(VOG)xyj goLe-aga-009-IL BCMNMYN Lz9z_9S;9 CM10)Woo?, I'LLP-19L(too)3404drm 7Y39 9MO-M WW XVJ Lz9z-999 caw-1 goev.-Ltovi -w wrtsono 'ANYAram oge MM-wvMuyQ m-"cv we"Ord PM-40L 1*06)XYJ Var-M(no SI,� Doet-ugPe lut vyy-a- 'AWBWM 09c &GSKCfe'ZW VLLI,_,CsL(Poo)a4CH.9131 L='w VWIAVQ��VKV x0a Mra : 17__� -.1-1 V. -3-d '11Gw9i3 -3 GOUGJML'-1 R=-W'001AY0 KMM 199c),Xog C)"d ANY17)SN00 ANDIdO'EK30-U33yw w ViL ontils IWITjQ\w Inwida-B&W--3-ILW '3-d '119UU99 '3 90MM13-1 '3-d '11OUILIGie '3 GOILICIMAR-1 f5Ug4ja%o snid tapt.m item SnId tpp!m WOOJ=LiLp!m laued 100i IIMOI :01ON -H-dW CIVIL a!�Jodi tapim laued jocu 10101 :DION ot-.Zt .1.-.Z1. L-.11, --g-At _hLd-_W 01111, 9z -EAVV_5Z I -G�W,zr4d qpw 'Bue%PaAo snid tapim item sn1d top. SZ& �0 tjL =R_*9 1. tm - - cz 2!L.r_w_0Z r-cI -.Z -7 art 1-1'dV1 Oil 1, -X I. 'K d'W OZ 1, _mCLI,t P-c 1, .9t, C-.9 IL 21. ct FL rc 99 lTd-W OV_V z c .6 -.6 1. k-.61 0z I-rcrw 01.1, .5,tj 91 9Z SE d-VY 01,1, jl%vt V.. - _MLd�WSZ IL z_.9 I -L t-.%,t S L It-A 1. .9*.61 X.C1 cr *Wdrvj Oz 1 .6-.9 Li .1r-.9L Z01, ".OL w.st .9-.,;S .*-5 1 L*.t L Sit c-.9 1. -tv irrvv at t _.) -11, V.Z1, .6-31, ',rd-Y4 M_--1--91 L. � .13-.OZ Oz F-:�;il 7�9-L .5.91, cz - it D -N:d-W 0z 1, 1 si, R 'H'crW ZOV jt.tt lry#o&t _L i.-.9L �1,-.9 L 9-.LZ t-.tZ .6 L 21 t 11-91 . 1.1, 'H:d 1, Pool -t-.9t �9,qt tot -9-.0 I _6-2 1, X*-Z I -t'.Zt _OZ uo!6WS 7.ct wrnzot -At 'H*d'VY 0 IL 1, ��.Z _O-.L, 3NON pool 0!k8ld _O_.c AX .0,3 3NON -pailddV Pu!M T3, 717yik v-.c t t Oz .01-.St-i", _71--i ft 1. .6-XIL VXI SC - WcMOILI, uoqipuco bu e4i 0,0 3NCN IT d'W ZO 1, U0111PU03 Bue4joAo at ddV pulm d -0--t -OS -0-t 3NCN I - �C:�! vP..D-__ P.M 6Z 2jd*W Z01 .6-.6 L V-6 -1,1'.91, -OL21i s u !rq3 u ado v -L-.Vt -S--P1 --- S..!M!.nj 11. u"v.P.Q0wtw - tol uo!ra-w siOuRd-0 Ou" 3NON peo-1 1 -:5:.r _O%4� -0-3 3N0N P I - MID -or X-V I P Ile"�-g ... -zi 0%1, PLIM �L_-L 6%L�LE 1� Z_.61. OZ 6..Z E p Pi-zcwo x pUOD bU e4J aAo pa!fu.v -TFd_Yf0V t .6-j! ic -;i�w Ott s6u!pl!rwg uo4o E..Vt L 1: 1 uoWpu;5 ru�_940 pv!Ld�pu!�M uon! 9S -zc WW_Ok� .6,OL 6'1 1 Kd,"szt sbuipling pasoj3LG L _9-,Ot -I-,Ot t L-.6 -9 V1, -9 U -6 OL ,46: Sz I _.rs I .�.v 1 9z _9Z -H-,rw sz L 'H"d'W SZ 77d"Ot 1 -021 .0-1,t 2=1 =1 t - OwSt cz I-rd'YIOZt --L-.zL _6%L L L T. L. L -g-.9 L- 0-9 L _9--vt -9 _T.C_1 _.C�2 t 2-JI .1-21 �S%OL ot Wdryl Di i C_Z H*d'W DZ L _CZ , 'r .L 'H'd'W 0 11 IL -.9 L _5C VdVIO&I 7t=9t -1 A-S .0,9 1 W.1rt -9 �.1 - L%-.11 S.1, --1 9L Wd'ri ZOI C%L I -r.91 -z-.9v L t cry(M -t-.ZL -it At ZE -vd-:w-F 1, -L-.L I, .0-.L 1. -9-.9 L OZ WdW 01,L -.0 L _01-.6 _c-.5 _F6 99 OVIL -9-.,DL - Ll� L .of X 'H'd'W ZOI, -2L 6Z .5,Y L G-.6 :Lt- ___ --:;7- '.Z __, 'H'd*W 9Z 1,- 94 Wd W SZL 't XL _92L .v 31� v -D-.0 -0 _O-2 d _13-j L .01-.01 _c_.0L sit -v-.g L _W11, x P pddv PLqm _OL%vt .6% t, _w zot, _L L%gi. 6Z 'H'd' P.swv Wm 'W OZIL IL-.5t .1,1 CZ d W CIZI, _1,_.Z1 A-3 1 -6-.0 L _9_.0 1. 1.11 'd 2-311, -1- _0-.L 3NON _0Z -H'd'W CI 7-0--c _0Z _O-J 3NON -peol uo!bal:l _O,1X I ,ouja"o 1111, Pulm Sc _j pa!lddV _01-.Zt. _1:Z1 _L-J t HVIA!0�1, -C-.9t 2--91 -IL-91 *H'd*VY Z01, _uo1j!Pu00 5ue'4Ja,�O po!lddV pu!M u4D!I!puoo ucLI -Zr _�Fd'vf Or I - - -j,pI1rvFu_i 1 6�� _9_21 _9_.Z i, 6z 14'd'W ZOIL At.91 -9.91. _P.9, 0 .9'.6 _v.v 14 d"OvL nq p..5tt-,Lq sia =7 t S.6 5, 9 .910 S v -trd-W%Z I ed_VZO'O x At"-V _Wd_V15Z 1 -.6-X I -0-.z 1 97 1. 3NON Pool uolr*-V .-or _0-,Z _Q%IL 3NON Poo uolboN T1, _CZ `9 d-"DZ L -0,.E .0-.Z, ..O�" oWpu65Su-eqj3Ao pailddv Pu!m t-.9 p d-"oz i 7;7v 7 --W d�Vlo k L PL"M At-: -.0 6.1 1 LY IL-.Zt Oz 4) ,-bo4q.40!.)bUeLIJOA0 paIlddv u , sc d_n*1 t =9 I -- I ZE .9-21 11.11, 6z d-W . it sbu _9-.0L 9S -Kd-W!lf A.W L'. -H-crw oz i, 101 JV.91 hL,-"10 1 41 1 sou!pl!nla powl'.=1 VZO,C)X-UP X-C _O..c I _O--1 =0--t aNON P I Ed =E I �0=2, t.k zt _0_2 I_c,J 3NKA�4 P"Odv P..M -9 _L vs L z P �0,�" 'H*d'W OZ L -1, Z-3-56"Wo P I AL-31. -0-31, _9%0L C-.01, 1,11 95 Wd-W_014 Z-.Z 1, _vj t _0t-.0i, �L%Gt 51 -Ot-.?L oz -H,.rwy o L it. _0_.0 1, _L1-.9 -E-.9 -0,.9 'd- t -(;-.Z L -tt-At _6%1,1 9Z Kd-W SZIL i A-Z L .0 L_.t I _P-A L st 'H IVY ELIL _t -tt..GL li�d-WM -0 L'.6 2.6 -1 ..6,.0 L _bt Zt ZL ZL :--:Fd W ZOL t 11. 9-.9 L -t-.9 SZ-H SOLE Aolrv-nuwnrv, Z:F-cz -9-X I. 6Z _Z-.t i _Z-.Ot _�'.6 -7-.6 'H'd*W OZ L X1 -9,.z 1, _9% --- - __ - r :--D-.z -0-. 3NON spec-1 sno!JeA JO)SIOued JOSW WIP"InS/jjsnpuI jol surdS elqvmolrV :C'L'L oIqej _0Z -H-d'W 0 1,L ..O-.c 0-.Z _O-j 3NON peol __u0!5Md -.0% Pu!M -6-A 'H'd*W 01,IL 0-Alt _1-.El _9-.E L 6,3 5j7V_4JaAo L-"`-011"OL -Z*-Ot U01 JpUo3 5U_r4J8Ao -:F- -H-d-W ZOL pa#lddV Pulm u0Wpu :.WN _9-.Z L _ot-j L t� -,,L 6Z -H-d-W ZOIL -6-.91 S W013 pa s Opting u 31,10N V-I uo!bard O�X _O_,Z _O,-J NNON �`00_1 u O!ya N 9S Ott U0 0%, .Lja&o Pt"M 5 yu et4j-aAo Pu!M. 6-.9 .91.9 -17dn011 7-.7 1 ifAO01115-0 P.90-v UO!)!PUO pa!lddv CrV St �d'Yj Sit 9 N'd""fit sou!pj!nEj uado LIaijdOJd sj9jnjoejnuL -Z-.11 A'.D1 .9-6 .;'.6 -OL,1 .01.E! A'S' .1-21 S it sbuipl!ng pasoiD� :sj3nP0Jd AJ - 7.-oz, -:i,-_10- I'- AXII cz slautd-61,C)'ID x..UP -A deuS'Z)ul SLU91SAS BuIppq 1jejonjIS I t-.6 L I m -:,-, ,:� --_wd-ve Ok I Slaued J00�1 aj!sodw�bo q))ioo 77-1 7, -7-07-60, Sc -Wj7vt`o,, 7.9, sTi-6", _:L!L 0! -.1 7i7-"L Ts, it _Wd-"z a i :Sj3nP0Jd AjejaijdWd si ajnj3ejnuuW speol Snoije/�j0j slaued 1008 apsodwoo Joi SuedS ajqetAojrvF :Z*9'L alqel 6Z 14 dr"cot 7;717 -- -;;;6-.0 -o-.c RNCM P-1 _O-.0 -0.3 3NCM P-1 m Slaued J00Z:1 apsodwoo @ N30-1 V deuS-�Puj stualsAS Buipj!nq Ilepnils 'o -,dctv I P-.M N - dVNS -it--C speo-1 snoijuA JOI SIBILIEd 100�1 alisodwoo jol suedS alqemolW �,q,L alqL 013NVd >1001 I-, 1 9 L 95 -7d--vt-®r t tt-.zt ,Mt Z,ot zc V1 Ott 669,990,9 OW C96,89L), # jN31Vd .6-.1, 1 i 01 -1-01 ZL:iL -6--6 si 1 1,11 A or i i It Wd'"sit 0_13NVd >100-1 - N - dVNS AOTTY SZ-H'do WN SMC VUVM-Ty _121 A,01 �A-.v X.9- 7t cz ,rrvt ol L Td3 AIISN3a #01 -VfV0:J -0-29 -6,01 -01-.6 1:4 .&V.9 ty 'Wd-WOCI t i .W.6 W.6 VIC 'Kd'vf Ott 689*900'9 ONY WWWOr # INaLYd 9,01-L- 7 7-c, AoTly SZ-H 1:10 K-H SoLe M-NM-N t 6z Wd"zol -0,91 -9,11 i k Wfw rot _;77, -0..c -&.? P-1 ;;;O-w 'TdS XUwM #0l, Wvo:j -*-.c -0-.1 -1t.1 glN� P-1 ."WO-3 b.-W-0 P-o"y PIIAA uc"llp-a-W."O P-96dw PLqm O"Pwv--do stwo-_zt-_c F ... ..........I..... ............. _".0, 2_11,9 n-.9 L-.9 q; W.M ort .01,11 I.Ot -A -w-I ....... .... .... .................... -zr - __ Wd"sit - -__ - 0'-6 T.6 91 ....................................... .... _01,01 .9" -47.., .1_2 sy P 31 .2 Ow or., 71,t L zim_V-01 _C,01 ........ ............. .1-31 -P-6 wd""t - .. .... . .......... sc 79:2t 5,51 Z-.&t juA or ............................................ .......... .......... 7 r777 _.Ot .......... -C-6 "LL :P.71 -:;7ct it .................... .Z-Zt It -;7-:j:c z -& 3W)N P" -7;w.-w _&.c -wz -.,O.t amm PM1 Q -0" ____ P-Ndft P.Am wMPuo3wfwmQ ""Pre-_o .. ........ 5Z_HjovIL_H50LcAo"vu-uM-W spool snoM Jol sj*uRd JsqV PJvP"w3S Ans"Pul JO)su'dS '"L elqwl L NOLL03�S &Loncio%� -13NVd joou on0s s-Lonaciud _aNVd JOOHancts L NOLL03S --------- N01103S sion(a]OHd 13NVd J00H QnOS L r Erg / -VA-r 10 tc a- 0 Ld d- 14,�140"L` t C)5 C) ;">,TEN 10 51 cc si, 6-V F-D 0- AFIF IC BEACH ;OF ATLANT U ItMING OFFICV- AR 2 1999 /Z- /-::>j X3-� SEE A ED �A S�&,a L3 �p I I (D C,0 PLF-�6, S,�-- iA p re-2- \Jos L700 cw=xGn :iarI= 10�.a -,4plorlda C"Ottx 60"1 V=l-C-f tj -rorthe r copyrIght Dia tloa_,,, -.IAcLdi, Inc. All Rights Rr 777777-7� Pr co z 0 w w CO I I a CO a.-S, -1 2 11 1 0 83WA w 0 Im 0 HIM 0) I-=- a) A 2c 6L I — j 1 Z. LL111 i _j I Im 11 0 0 LL CL w cc CO rill? ZJ 0 0 S4 < 0 l__ cc cc w _j z TT gal V) Ix w I w 0 CLL4 \Fo o _t 2 5 1111 0 < _j z < 0 go 1w 581 9 < 0 C Eta ca cc > e i'd Uj 0) 0 uj of I I �:I _j 95 w _j < ca _j _j 133 > V4 .I z 0 0 I L) ul 5Z i ). "1 0 CL 3:0 H - IN w 1.6 g i V) w CC, �Z- 0 -0 a 181 a: 3' u 2 co 85 _j U_ _j z _j 0 �i _j 3. VW)11 0 H6 5 A$2 0 6 t x 9L 0 0 3: 0 z 0 (0 —00 IL w O;g W pi 5_jq 1 j O'd aw: ;L 6 6 IL < so 0 0 3m a) 0 6 0 U 0 -to Igo 1. %r t641 t I AM cc _j > =j -Ar- =j CO < CL cd < w < _j w _j 0 Ox > 0 1 1 0 1 Cd g cc EN z (—EjE) > w z co cc w w 0 cc CL CWC w bi a: 6 0 0 9 co =a EE� < a. j .11 9 1 CL >(L "I N E 2 I $-. I � gs p '.' LIJ L w cc N Ot Liz IE S. co ISM z .1 -3,11 SECTION 3 SCREEK VINY4k & GLASS ROOMS SECTION 3 SCREEK VINYL & CLASS ROOMS CPTK*ML CONCRETE CAP BLOCK OR 7C ANCHOR ALLWIUM FRAME TO WALL OR SLM WM VW x 2-VZ MASONRY ANCHOR 7 C =MAXWUM CO#4 BAR AT CON400 AND V-4 0 WITHN V OF POST'AM 24 FILL CE!I AM KNOCK OUr BLOCK TOP ('0#4 BAR CONTMUOUS COURSE WITH WOO P9 PEA ROCK COW–' r x r x ir BLOCK WALL OAM.3r) ALL&MgM FRAME SCREEN WALL SW GALVAgZED ALLmiRE:AD`OR - DECK OR GROUND LEVEL (2)#4 BARS MrL 2-V2*OFF GROUND lliREADALL EMBEDDED IN CONCRETE, ROWILOCK RIBBON FOOTING OR MONbLITM. OR FASTENED TO CONCRETE WITH APPROVED CONCRETE ANCHOR AT 24* IF MONOLnM SLAB IS I SEE NOTES O.Q MAX AND WMlN W OF EACH OF DETAILS BELOW UPRK*ff OR APPROVED ALTERNATE KNEE WALL FOOTING FOR SCREENED ENCLOSURES V4-X ir RAWL TAPPER THROUGH BRICK KNEEWALL INTO FIRST 03 r x Z AND ROWLOCK --- TYPE S MORTAR REOUIRED FOR COURSE OF BRICKS LOAD BEARM BRICK WALL ALLOAMUM ATTACHMENT #6 BARS WMi 3'COVER 3-VT-tONCRETE'SLAB 6 X 6- 10 x.jQ WELDED WIRE hhESH OR FIBER MESH CONCRETE' 4'0K)MPLAL)PATIO CONCRETE SLAB Co (TYPICAL) WITH 6 x 8 - 10 x 10 WELDED WIRE VLa�VAPOR BARRIER UNDER SLABS KAVINfS STRUCTURES ABOVE MESH OR FIBER L4ESH CONCRETE jel W� WELL :A tOMPACTED CLEAN FLL OVER SACRIFICED ALTERNATE CONNECTION OF SCREENED < NATL)i�tkL SOL Oft RELATIVE DENSITY ENCLOSURE FOR BRICK OR OTHER NON- I STRUCTURAL KNEE WALL CKX4C9fETE FLLED BLOCK STEM WALL T WDE X 0.063-STRAP AT EACH POST 8' x fg- x i(r cmu. FROM POST TO FOOTING WITH(2) *10 X 3/4' SJAS.STRAP TO POST AND(10 V4' X lo cl) 1-3/4- TAPCON TO SLAB OR FOOTING 6* x 12' (&NCRETE FOOTING WITH(1) #5 CONTINUOUS �r,LOCATE (6N UNDgSTuRBED NATURAL SOL (1) #5 VEF�=AL BAR AT CORNERS AND V-O' O.C. BRICK KNEEWALL AND FOUNDATION FOR §CREEN WALL(S) RAISED PATIO FOQ)TING KNEE WALL FOOTING FOR SCREMENED ENCLOSURES 7_0`LAK q10 #5 BAR CONT. (10 #5 BAR BEFORE SLOPE �i - A J, TYPE V TYPE I I TYPEJ I I FLAT SLOPE /NO FOOTING MODERATE SLQSPE FOOTING STEEP SLOPE FOOTING 0- 21 /IT 27W - T-10* )T-IT NOTES:i NO FOOTING REQUIRED EXCEPT WHEN ADDRESSNG E@MION EXCEPT UNTIL.TI-E ROOM PROJECTION FROM HOST STRUCTURE EXCEEDS 'W-Ok ROOMS GREATER THAN IT-CY REOUIRE TYPE I I FOOTING. I FOOTINGS SHALL BE MR Z500 PSI COMIRETE WITHI(bxG-lOxV WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LJEU OF MESH. 3.IF LOCAL BUILDING CODES REOUIRES A h*4MUM FOQ,;FtING USE TYPE I FOOTING OR FOOTING SECTiON REOURED BY LOCAL CODE. LOC6(L CODE GOVERN& SLAB DETAILS ADDRESSING ILROSION- Lawrence E. Bennett, P.E. Lawrence LE. Bennett P.E. OVIL 0YOF4931-CEVELOPUNr COWLTANT Fa BOX 43M SWIM OAYTON&R.3= WALO—ff ColMLTAMr DAYTOK4,R.3=1 TaO"OW")M-4"4 P.a BOX 4304 36MM FAX C9041 M-WW mms"OWE o"M-4774 BEAL FAX Otoo W-um SEAL Q copynnff V08 NOT TO BE F"000U=94 VOCLE OR IN MIT WTHOUT r4E Vnvrrm FevASSM OF LAmq*wm F_seo&w.pF- Q COPYFVGI-ff V" om*cff.I.F_ 75 NOT To W fo-roou=H V*40LE OR IN Pmr.wn=T Tm wwraN Powss=N oF t.Av00'cE F- T _any $CREEK VINYL & GLASS ROMAS SECTION 3 SCREEK.�V & GLASS ROOMS SECTION 3 ien Allowable Ekmm Spim�*-Hoff&* Table 3.1.1: Allowable Beam Soans'-Holl(AWVXb=lpnsfor Scre Table 3.1.2: Extrtislons for Scree.n N 3 yl[Opin]Rooms W*h Solid Riiofi pen]Ptpoms W19h Solid Roofs and I or Vin and I or Vinyl to 3 T-6 M nwn Alu I -Alloy 6063 T-6 Wi%dZ*ne 3 INUPH 126 MPH 140 MPH Zone 2 110 MPH 162MPH V 11OMPH. I I WPH 1 125 MPH 1 140 (70 A2 Lfl.W"ad. MpIllocil Load 17#1§S.F�.. ;9#/S Ft 23 W§9: 26 0.1 Sq.Ft .... .. 1Sq.k 1,236 -L 26#/Sq.FL 1,32#/A%.FL Load Width .2"x 2"x 0.0327 rX0.05 r 61 6*-(r r 5!_r Load Wildth 6-1(r 4'-10" 4-4- 61 9 r-7- 4*-5" 6. 8*4- 7-11" 7 V-11- ___ f-_4 6%3" 4-2" r 71-11, 7-4' 6Wq V-S" 51-9" T-11" V-61 8* 7�' 5. 6*-G" 6-5" 9. 4'-10- 6*-5" ____(B0_ 5.8' V-1" 10* 4'-7" 4*-3" 5-4- ll* 4*-5" 4'-I(r IT 4*-2" X-10" T_5" 64" 51-10" 4*-7" Load Width 2-x 2-x 0.036" 12' 6*-l" 1 5-7- 4'-1 1 4'-5- 3- 5'-6' 4'-11- LoadWidth 3"x 2"x 0.070" �-4j�i 5. 101-1" 1 9'4' 8!-2- 7*4" -2" 7-6" 6'.9' 4 4'_ 4' 6' 9-3" 1 8'-6" r 4*-4" 31-11" - 7' 8'-7" 7'-1 l' 7EW 6'-1 1" 6*-3" 44'-4- 4*-1" T-W T-1 1" 7-4- 6'-6" 5'-10" 3*-6' __�'-5- X-10" 7'-6- 6'-1 1" 4'-7- 4*-3" 33'-11- T-8- 3'4" 6-1" 5-6" 4'-0- 3*-6" 3*-2** 10' T-2- 6-7" 5�_9" 5'-3" ill 6-10" 6'-3" 5*L-ho- 1 5*-6" 4'-ll Load Wid th 2"x 2"x 0.0"" 5_5" 12' 6'-6" U-0- 1 7 5-3- 4--g- 5. 7'-5" 6%10- 55'-16- 5'-6" 4%11" Load Width 2"x 3"x 0.050" 4'-7" 5' 10*-3" 7' 6-9" 55-4- -2- 9-4- -2" '5" 5%5- 4.9 4'-3" 6' 10' 8' 7' T�5_6-� 4'-5" 4%0" 7' 81-8" 1_- 7'-7" 6'-10" 8%9" 8'_1_ 10, 5'-3" 4'-6" 4.3 T-10" 7-1 6*-5 44' 4'-0' T-8" 91 8'-3" 7*�8 '-8- --1 6 6'-0" -_7 . - -r. - 44--1- T-10 T-6" 10, 7.10 7'-3 6 '9 6-4- 4'-5" T-6" 1 6. 5'-6" ______Co_i�Wdth_ 2-x-2"x 0.055" 5*-1 1" 12' T-2" 1 6 5* 7*-5" --i§=- 5'-3- Load Width 2"x 4"x 0,050" r-5- 10- =-4 -—-�!_!1 —.-- i 4'-11' 5* 1 IT-9" 12*-8" lTi- 101-0" 6'-10" 5'-2" 4'-8" 6-11" 12*-7" 1 1'J" 10'-2' g'-2" 7' 1 J" 10'-8* 9--T--- -5" 4*-10" 4-5 1, 9* 8*-6 4'-7" 4'-2" 81-9" T-1 I" ,4 8* 10*-0" -.01-8. 4'-5- T-11" 91 10'-3" 9.-5" 6-0" 8�-3- T-6- i2' 4'.-iCF �4%6" 4 10, 8 T-10" 7'-1- IV 7'-6- Example: 9'-3- 8'-6- 6*-9" W&j�pn uprights:to enter table roof panel For 2"x 2"x 0.044*Extrusion beam span is distance be 12' 8'-10" 8*-2" 7'-2- 6-6" projection of 14'-0"find toad width. wi6jlh. Load Width=9%0". Read span under Note: L.W.=14*12+2'0.H. 9'Enter table on left under load appropriate load; Glass Rooms: The ad-dition of aluminum frame windows-41 glass Panes that are designed.to 1 io Live Load @ 17#I Sq.FL/.102 M.P.H.Load Beam Span M.P.H.wind load requirements to the above upright sizes in0m%es the strength-so thAt additional Note: framing is not required, Glass Rooms: The addition of aluminum frame windows%With glass Panes that are designed to 110 Tables assume extrusion oriented with longer extrusion dimqFnsion parallel to applied load. M.P.H.wind load requirements to the above upright sizes incWases the strength So that additional framing is not requinid. Tables assume extrusion oriented vAh longer extrusion dimension parallel to applied load. Lawrr%nce E Bennett, P.E. Lawrence E Bertnett, P.E. avL&AbNm,-DEVl2X)PMffff 0OWLTAW OVIL OONSM-OEMOP"3ff CONS(LTANT P-a W&43M WUM DAYTON&FL=121 PA BOX 4M=ffH DAYTMA,Ft.3=1 MUM)W")7417-41RA JUM44OW(904)M7-4774 FAX(004)W-65501 FAX(004)M-85W SEAL PAGE SEAL - --- I __ @ COPYFVGW vas PAGE COPYFVGHT IWS NOT TO 13E REPRODUCED IN WHOLE OR IN PART WITHOLIT THE WK1717131 PEFISSSMN OF LA%MCE F m#&TT.p.E 77 76 NOT To BE F4EPRODUCM IN VdCLE OR IN PART VAIMUff TtE wvMEN PERIAS"OF LAWFENCE E WWrT.PE 0 MIN I F SCRI�EK VINYL & -C-A-ASS ROOMS SECTION 3 SCREEA WM & GLASS ROOMS 4SECTION.3 and G Table 3.2-1: Heights Screen,Vi las%rRooffts Aflov ble Upright lk;9orrls �-xz-xuA327'Hol1oW Table 3.7-3: Allowable Upright Heights Screen,Vinyl and Glass Aknnlnmn AfloyG063 T-6 Load 102ALP.H. 1 110 20 ILM 1 125 NLPK7 �pK� d Load Width 3"X 2"X 0A50"Hollow Extrusion 26 0 ISq.Ft. 29#44.FL WindZone Js�IFL 23 - F-5, 3L9WE Ft. 36" W-10" L.oad 102M.P.H. I 110MYJ-L I 120M.P.1t 125 M.P.H. 140 _-K 42" T-5" --wil" Applied Load qrly-- Width 48- V-v 719' -F--4v--6 19#/Sq.FL 23#/Sq.FL 26# (I.FL 29 0 rki.FL 36# 1-10, 6'-6- 36" 14'-2. 1 T--1 I- .17-2" 111-6* 107,_Rr 60" T-F- -ir 6-2" ---5V 42" 13*-Z* 111-11" 111-r iv-8" 66" 6- 48" 12*-4" V-11" 6' 51-11, 5-r I V-2" 10'-6" 9*-11" 8 72" -4' ---- 78" 6W 6*-l' 4, 0. 54" 1 V-7" 1V-6" 91-11, 91-5" 81-9 4- 5-40' V-6" 6'-3- 4M7--- 60" 11 1-0" 101-0" 9*-51 81-11" -V:a-r i80- 5-4' 66" I(Y-6" 9-6" V-11- 8'-6- r-F- 72- 101-1" 9-2' 81-7* 8!-2- T-T 2'x 2'.x 0.036-"low Extrusion 78" 91-8" 8,-g" 8*-3" 9" Wind Zone g'-4" 6'-F Load 102KP.K 110M.P.H. 120M.P.KT N.P.H. 84" 1 ---- Width Applied Load 90" 1 8'-1 1"� T-8" 6-:F 1981Sq.FL 23*1Sq.FL 2681Sq.FL 29$/Sq.FL 36 R. 3-.x 2"x 0.070"t9flow Extrusion 36" W-3" 9*-4" 81-9" 8-3" 42" 8-7' 81-l" 71-8" Wind Zone 48" 81-1" T-7- T-2" 2 M.P.H. 110M.P.H. 120M.P.H. j- Load 10 1 125 M.P.H. 1�io hiri-P-i < 54" 7-7" T-2" F-9" GE 1-- Width Applied Load - 60- V-11- 7*-3" 6*-9. W-5- 19#/Sq.FL 23#/Sq.FL 26#1Sq.FL 29#/Sq.FL 316# FL -1114-�- 66- 7.7- 6'.11 6-6" 61-1- 5-�- 36" 13'-11" IT-l" 12'-5" 72- 7--3- -7" 6'-2" 42- 14'-2" 12%10" 12'-l" 11 78- -7ll" 6*-4' 5'-11- 5'-8" 12'-l' 1 V-4" 10'-9- 48" 13'-3" 9 84- 6'.8- 6--l' 51-9" 5'.5- 54" 12*-6" 11'4" 101-8" 101-1- 9 6'-6- 1 5'-3" 60" 10--g- 10'-2" 9*-7'* 8 2-x 2"x 0.044"Hollow Extrusion -- 10'-3- 9*-8" 9*-2" 8-74 Wind Zone - -6&: F,'729 lb*-10"l T-10' 9'-3" 8'-9- 7',1- Load 102 M.P.H. I 10 M.P.H. 120 M.P.H. 125 130%.P.H. 8--11" 8*-5- ---77T'- Width Applied Load 84" 101-0- 91-1. 8-7" 77 19 9/Sq.R. 23 S Mg.FIL 26 9/Sq.R. 29 S/Sq.F 368 FL 901, 36" 1 V-2" 10'-2' 9*-7' 9%11 61- 10*-4' 9'.5" 8'-5" 42" L Notes: esiglped 48- 8.10- 8%3- T-10' 7 Glas s Rooms: The addition of aluminum frame windows with glass panes that are d 54" 9*-2" 8*-4"- T-10" 7*-5" to 110 AkP.H.wind load requirements to the abo�e upright sizes increases the strength so th'Wt 60" 8-8' T-10- T-5" 7*-0- 67�i-- additional framing is not required. 66- 8-3" 7*-6" T-i" 6*-8" 6- Using screen panel width"W'(See typical glass room drawing.).select upright required k9m 72" T-11" 7'-2" 1 6-9. 6-5" 5- 78- !-7:' E'-1 Rz 6'-2- the ma)jmum height allowed for each extrusion. 7._4 6.4 Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. 84" _8 6'-3 5'-11" __�7-?;7 1 90" 7--l- 6'-5- 6--l- 5'-9- Notes: Gass Rooms:The addition of aluminum tame windows with glass panes thatare des�'ibned to 110 M.P.H.wind load requirements to the abo%e upright sizes increases the strength so t�hat additional framing is not required, Screen Splines on 3"side.extrusion turned with 3'side parallel to sole plate. Example: Screen panel width'W-60'. Maximum"H"for a 2"x 2"x OD36"Hollow Eximsion Using screen panel width'W(See typical glass room drawing.).select upright heightH"- required from the maximum height allowed for each extrusion. Lawrence E Bennett, P.E. crvi-09*&M-DVvELQ%&3,ff cavjj6f�rmr Lawrence F- Bennett, PAL Ma BOX 43M SOUTH DAYTONA,FL_3.,ZM avy-eiaram-oEvuanAwr comsmTmff 7BA44ONE(904)767-4774 PJM BOX 4360.GOUM DAYTONA.FL 32121� FAX(904)767-OW TELEPHONE(904)707-4774 SEAL FAX(904)707-66% 1 PAGE SEAL 4 c0PYFJGHT 1098 PAGE COPYRC4-(T 1008 NOT To BE FV31RODLKM IN WHOLE OR IN PART WffHOUT THE WRffTEN PERNISSION OF LAWRENCE E M"&=,.fP.F- 79 NOT TO BE REPRODUCED N WHOLE OR IN PART VMHMff THE WRffTEN PEF64SMN OF LAWRENCE E SENNETT.P.E. 81 SOLID ROOWF PANEL PRODUCTS SECTION 7 4D ROOF PANEL PR06UCTS SOL SECTION 7 SOLID ROOF PANEL PRODUCTS I SECT:ION:7�� -------------------- ::n- Tsbl@ 7.IA:Allowable spells for kxk"ySundard Rfter%nels for Vadous Loa" Aluminum Afloy 3105 H4 4 or H-25 ............... .......... 12-It 0.819-Rls.tp.-I. own 8.1mblas I-d OAdlng, ......... ....... . F ....*'****' .".. ---, . ... .. ................................... ................... .............. ........ .................................... .... ... ... ... ............... Wind-, Overlong clondkian .. . ..... ........................... .................... ..... ... Wind Applied Overheivig C-110M Appled d r-v r-a- .............. .............. L"d mow vv r4 9109, L�d Now 1 1*4 .. . ............... 17 MAI: 12.1- Ir-r W.4- 14*A- 102 MY '4 4*4g"'- lar.it-1 Ir-z- .......................... 102 KP.K -1-1-wD - 9%3- 1 1101A.Pil. 20 IV-11: !I$- IN .r 111-4. ............. . 1.:&� i3.r iiam 0 . ................................... 11 10'ir-1111 I"M I -r 70--s 10,tt*11 er-r I it,I* ......... . ...... 12S -4! .................... ... -7- - ". 2 . ......................I.......... JL 23 10, 41 LLJ 120".K ....... ......... .... M26lr Lrr- Fill- trT r.r 41r E14.:E- , ". _U-I 37-.12-�0.029-N..P.-A. Enclosed BuSAW 48- FOAM to* DENSITY Fp.& -WkW Applied Wind Appled 0-,*..nv ALLUNJM 3105 H-14 OR W25 ALLOY Region L-d NoNE I Fa-I r Real-, L-d NONE 1 1-4-1 r4-1 3-4-1 4-4- PATENT # 4.769.963 AM 5.08099 -jg-2fA.P.K 17 113.11-114*-I'l 1!;±;I il;5;.! tQ2 MY 22 10'.10' 11*4' 12'-3- SY4' FOAM- 1.0* DENSITY EP-S- Ila 16I.P.H. 20 112--1 12--1 1101A.P:�T-,, I.,. 9'.It'l tW.6-1 IV-5-_jjjL ALUANLIM 3105 W14 OR H-25 ALLOY 120 M.P.K 23 Ill'-I 41 12-4- PATENT # 4.769,963 dM 5,086,599 SNAP - N - LOCK PANELO -�*-,,A- p.K 4-5 6--g- 1 FT I IW-5- !, '113.10- 125 T47M Pit 140 M.P�F 56 SNAP - N - LOCK PANEL@ Table 7.6.1: AjIOWable Spans for composite Roof Panels for VariousLoads 2-'0*0'2-R *�:-"- Op..B.Xding� - F�Ios.d EkAdin" Strutqtall Building Systems Inc.snap&Lock @ Composite Roof Panels Wind Applied 0-,h..q condition Wind Applied 0-,h.ng C.Mkin Table 7.6.2: Aflowable Spans for Composite Roof Panels for Various Loads mantyfacturers Proprietary Products: Region L-d NOW V-0- 2'.0- 3-4-1 4'-0- Region, L-d NONE 1*4- 2'4'. X-0 -0 102 M.PA 17 IS-.5, 5'.6' 15-11- 161. "..1. 102M. 29 11`9' 12.5 13-.3- 11--3- Structall Building Systems Inc.Snap&Lock@ Composite Roof Panels 3- 48-x0.019--PaAQeIs -�10-MP.K 2-0 110M.Piq 35 10".9' IV-11- I V-5- 12.3' 13-1- Manufacturers Proprietary Products: n Buildings Enclosed Buildings 120 M.P.K 23 0'.3- 3'-S- �3`10' 4�6-115--6- 120 M.P 41 9`11, 10'.,* a.$- si'7- 12*.9' TT- Wind I Applied', Ove hall Conditi n Wind Applied rhang Condition 125 M.P.K 26 12--V 13-�f-iOAO-114 125 M-Piq AS 9 9 6- 10--3- 11-4- 12-5-1 4-x 48"x 0.019"Panels 12'.9-1 13--g- 2iLo�-� 56 11- NONETI 2--0- 3*-0" Reqi0n Load NONE 1'-0** 2-0'*** 3*-0** 140 MYX 32 it in s Enclosed Buildings Region Loa d n Towroot-,,"dn Applied O"erhang Con 14*-7- 14--8- 15'.1- 15--9 102 P.K 29 11-2 V-4- 11-10 12-8 Now: Wind dition %�ind Applied Overhan Condition 17 13'-S- 13'-7- 10'-2- 10'-4- 10*-1 I- Il'-g- 110 M.P.K 35 Load NONE 3*.0'* Region Load NONE V-0- 2%0" 3'-0- it; _ _ Region V-0 2'-0 50 1,'P 20 3_ Table 7.1.3: Allowable Spans for Industry Standard Riser F�kanejs for Various Loads P!A_ 9'-4 9%7 10'.2 1 V-2- 102 M.P.H. 17 15,-11- 16'-1- 16*-6- 17-l" 102M.P.H. 29 12'-3- 12'-5- 12'-10*" 13*-8" 20 M P H 23 12'-6 12*-8 120 MYJ4. 41 110 M.P.H. 20 14'-9- 14--10- 15�-3- 15'.- 1' 110 M.P.H. 35 1 V-2- 1 V-4- 1 V-10" 12'.8- 125 M.P.H. 26 11--9- 12--5- 13'-3'1 125 M.P.K --45 8'-'.1- 9'-2- 9'-10- 10'-9'* Aluryinum Alloy 3105 H-28 W 4 0'M 3-�K !22MPA I"". - -oind App 4fied �: - '21 A.P' -11" 10'-7- 10'-10"1 ll'-4-1 12*-2"1 140 MP.K 1 56 1 8-0 6-3 8-11 10.0 3-.12-.0.012-Pie-P.-I. 120 M P H 23 13*-9- 13'.11- 14-4- 14--11- 120 M.P.H. 41 10'-3" 10'-6- lI'-0 11. 1140 0-n Bildi,- Encloe.dfiild~ -g�10-- 10--o- 10--7- 1 V-6- 2-6 12%11- 13--l- Is Wind Applied - 0-�- ion L125 PM-PH. 13--6- -�11-3- 12S M.P.H. 45 ��rtw ng Comwon Wind lo..8., 3-x 48"x 0.024"P r4-1 3'4- 44� Regi.� Applied I a- 4*4- 140 M.P.H. 32 1 1--b- i v-1 0- 12*4- in- Enclosed Buildings L-d NONEI 2'.0- 3" _1-j 140 M.P.H. 1 56 F-0- 9--8- L-d NOK 1,4- IT .13.10' !31.!!' !4.5' 15. 1'11 1 29 1101-7. 12 2' 13'-Y W 35 1 9--a- Applied rhang Conditi n wind Applied an r� "gr 2'0 4-x 48-x 0.024-Panels �2 T YX-0- 4� 20 17.6-113'4- 14'4' 120 M-P Encl Loa d NONE 1--0- 1 2--0 1 X-0- 1 RedlOn Load NON?r 1-0 - 41 ed BuildinSs i - I !P)t 23 7.1 n Buildings Reg [I - 0 erhanq Condition ion 16'4- 16-6-116'-10-1_1 102 KP.K 29 12--6- 12--8- �,l 3--2,A 13%10- 26 1,401 ir-W IT-9,- I Z, d3 21 ".3- 56 1-00- 0.-'1- '_0 --2- 1 6 9_to.. L14 8. 3 Wind Re 1.10_ I.,M 2 1 4-- 1 3 Wind Applied rhang Condition Wind Applied 102 M.P.K 17 3-2 IV-1- ]�(F-10-1 Il*-9' 12'.10*140M.P 15'-1- 15*-2-1 15-4-1 16*-3-1110 M.P.R 35 1 l'-5- 1 V-7- 12'-10- Region Load NONE li�-_ 2'-0- 3--0 __Eegion Load NONE V-0 2'-0 3'-0- 1110 M.P.H. 20 �.12-.0.026-Ri-Penth .0 18'4" 18'-11- 10,!M.P.H. ±29 1T-9- 13--10- 14'4- 14--11- PI 20 M.P.H. 14%1 14*-2-1 14'-7"1 15*--3"1 120 M.P.H. 41 10'-6- 1 U-9- 1 l-3" 12--1 102 M.P.H. 17 23 Open Buildings Encl-d(lui$ding. 5 1#2 6� 13*4-111*-10-1 14*-6- 125 M.P.H. 45 10--l- 10'-3" 10'-10- IV-8- d NOW 1.9 Wind c-,he-ng I 10 M.P.H. 20 16'-6- 16'-8- 17*-0- 1 *-7" 11 C 7M..P.H. 35 12'-6" 12'-8- 13'-1- 13*-10- 1 125 M.P.K 26 IX-3 APPH. 2--0 1 3--0- 4--0- Region, Applied 1*-0- 2'4- 3'.a' 4'.0- 120 M.P.H. 23 1 b 15*-7' 15%11" 16'-6" 12V M.P.H. 41 1 V-7" 11*-9" 12*-3- 13*-0 V.P.H. 140 M.P�K 66 9'-0- 9'-3- T-10- 10'.10-1 Region I Load 102 MY L-d MOK 101 M-P-K 11 16-1- 1" -,!I 1 17-11' 13.9' ic-r --6- 1 1 45 1 v-2" 11,-9- -15-0- 1111 M.P 12!,M.P.H. -7 P. is .11' IZ-9- 13'.10' 5-0- -15-8 11 0 12' 125 M.P.H. 26 - ---- 9*-11- io'-I- 10%8" 1 V-7- 1 3-x Zil:x 0.030"Pa Is 120 Mp� �3 13'.1 V 14(r 14'-5- 120 My 4-1 101-5* M-7- 11%2' 1 T-O' 13'-1' ,3;± - JUC 2 140 M.P.H. 32 _1: 1X-3-1 13'-8 1 5 1 M.P.H. 56 0 n Buildings Enclosed Buildings 12S M P -As 9--iv iir.v i(r-a- 11%7' 17-9- ---FA-pP`1-i.dj rhaing Condition Wio'd Applied rhang Condition Wind 4-x 48-x 0.030"Panels Enclosed Buildings NONE I V-0- 1 2'-0- �3%0-- Region Load -&6-NE I V-0-- 2*-0- 3--0- 3'x 12-x 0.032-R...P.-Is 0 n 13Wut ngs Region I Load 1 '-- - -- 6� Op..BuhdkV, 1 F2 M-P-R 4'-11" 15*-7' E-l-,d a-W-V- 17 10-lu I Vind rKang Wind Applied Ove rha ng Condition 1 M.P.H. 'i *-10_ 1 '140 A�P.K 35 Wind ion Applied 0-dna it Applied Condition - -1 2*47 X-O"- 13'-g" 14'-5" 3' Fieq;on, Loe4 NONE 1*,0-1 2'-0-1 Load NONE V-0 :;-:�-3:-3: ion NONE 1 1-0" 21-0- 3'-0- Region 110 M.P.K IFOH 17'4" ij�7;:�z 7 1; 111'4 - - neg" V Now j�4�r-o .0 444m A 4 T6.: . I - IT lr_i(r 1 14.11-115 - Rig Load - 16'-2" 17--3- 120-ACPR 41 12'-1" 12'-3" 12'. ;-6- 102 M.P.K L 21=A13*-8- i(r 20--9- 21--l" 21*-6- 102M.P.H. 29 15-10" 15*-1 1- :y ir..1TI-I Ir4-Iiii--1 17-r 102 MY a-! -3- M.P.H. 23 .. W --8 16'11" 2-0 6 C 102 M.P.K 20 R - 17 -f25 KP-K 45 11-4- 11--9- 121 IIOMPJIL 20 IV-61 111`41 110my -19-2--Tg--T9 1-1 _j-1(FM--- T-57-3Y' 15-4-1 15'-9- 16-4 i R3 lr.5* IX2-1r 13 q113 -fg'7-- .6 p K 35 4 5 14-:�k L4!'41i- 15'-7" M.P.R 26 9_ 140 M.Pi 2-3 -Tsm-- ir4, 12c my 4-1 1 11.8-1 jr.r 117.11-1 I4--Q` 110 M.P.K 20 120 mpit a, 120 M.P.H. 2-3 -187-3- 18--9- 120 M.P.K 41 13-4- 13--5- 13--11- 14--7- T4-0 M.Pi-L 32 _-L in--A- in-.7- 45 10'.11' 1 11-r I I 1--ar I I.--r I I Y-r 126 MPX 26 14*.5* 1�4P I 16*.W 125 M -- - 17 4.5 1 -4" 14-1 Tota I(000anel width room width plus W211 width Plus owrhang. -1-40.0- .P.H. 26 -1 16--10- 1772- 12'i M-P-K 1 7-8" 12*-10" 13 Note: Townof P..v Wft im ps.. .I Aft PI..�&,qng. 140 M.P.K 32 13-1 16-�1411 M.P.R 1 56 11%7" IT-l" 12'-10"1- 75-7-2-- -15-r Note: Total roof panel width=room width plus wall width plus o%erhang. Lawrence E 'Bennett, P.E. Lawrence E. Bennett, P.E. STRUM; I ALft 00%MLT"r CFVL 8"JEER-DEMOPMUff 00&MLT"r Lawrence E Bennett, P.E. STRUCTALL* PnL SOX 43M 3OJffH DAYTONA FL 3m OM qjapaM-DENS.ORMBC CONSMTNff 177"AU-1- MX 43M SWM DAYTON&FL 32-121 TalFHONE(W4)767-4774 PjM BOX 4365.SWM DAYTONA.FL 32UI 350 BUFU3AW TMO40M(004)MT-4774 350 allptBA"<.OLDS&AAFk FL 344577-49M ,OLD!WAK FL 34477-40M FAX(904)707-41SW TUMN40te(904)767-4T74 LOCAL(SISV 855-2627 FAX(004)767-65% LOCAL(813)8-IM-2627 kATK*MK)t 01000-vag-370a SEAL SEAL FAX(904)767-6S56 HATK*rAD--1-800-989-3700 FAX(8131)EB54-2802 7--] FAX(813) 854-2802 COPYRX31-ff 1008 PAGE COPYFUGHT 1008 'AGE Q CCX-YPJGHT'008 NOT TO BE FSFk0oLCM H wAPLE OR H PART MHOUT TW WRRTM 1`6*41SION OF LAWREPCE I-89#ETT.PF- 133 NOT TO BE Formuem H%MLE OR N PMT WMOJ-TT 11 w-P-11-11 LAWF111E F-W"- - 134 JW M BE F17RODUCED H 10*10M OR H PARr WTIMW TM WFMEN POVAS"OF LAINKHM I-BENNM.PF- zi 000 (0(0 OD 00 00 14 �4-4 (7)M 0 0 0 0 -1l -II Ihb W(�4L4 "NN (A C4 (A 04 (A Ill.06.W.116.Il.111.Ill.01.Il N.C% 111.11.0..111. .01..111,-Il II 'A.41".11.1".N.46.11.01. 111.111. 11 11 11 It 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 it 11 11 11 11 11 11 11 11 11 ;D zo zo zo bo �c�c bo �4�j�4 �4 �4 i7)i7)in b)�ft bn Ln 6 bn bn �, �- It, iiiiiii Zm im 4#44;o �a io i,):- :-:-:-:-b b b b W-4 Ln 1110 00 M 4h� "0 00 M-Il "0-4 Ln C4 W ,-J 0 L4 —W-4 0 0 W M .1b. 0 W 0 .1h. J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z 0 M 00*99 12.00 cl) ell��!i,1111, ;J t - 04 0 rn ;0 M P7 X zo wif 00 91, ;)o C) < ril 9 .............. APPROVED CITY OF ATLANTIC BEACH PLANNING X ZONINr OFFICE MAY 17 z BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) ADDRESS: 1323 LINIKSIDE DR. GRADE TYPE: COMMUNITY: SELVA II.—INKSIDE SOD: 4179 Sq.Ft. D 0 D MR ME U S LOT: 73 UNIT 1 10 PALLET]:7ei FENCE: DWG.: 73SL1 C)WG ntex Homes DATE: 5/3/95 FLATWK: 1220 0 NORTH FLORIDA DIVISION DRAWN 8 Y: R.A.M. FNDTN. TYPE: MONO C L CALE: 1"= 20.00' Es vptl J"o rx%c7n ------ tc a- WP tw JVT�a—egi_j=CLs Li U) CC JA _50Ax 3,0 /6q A mo VV�_-CL A AIJ >j eqVAIA� o; A P Ft 0 V S'tl*' CITY Of ATLANTIC CT Vt- FFICE: BUII-C)ING MAR 0 2 1999 SEE - --------- OJ�J�(,tjo �A2�& T=011Z.L e�,,J4 ru6z�� I - j - N I o Ij p L b. qp�i s S C__ I-A F-309, 1� qo qoor ......................... r-)j �Zoo) CDPIRIC= NOTIO QC5 pter _,iorlda Chi� �=16t d &ej c>pyrlght 1-933 c =Lnux, - _X=�,�tjon.of lorida, IDc sill ----------------- 77_ Fro(trA 15 L>,-_ 7 7" LJ f 7 '7 oil % -73 N\).j 3 V.1 'D 4L loll 0 -V JA E l T i. -rill #Zap= copyriot "33 — :forthll no6oa Aluminux 1=0CIAtlock of rill j., V SCREEN, VINYL- & GLASS ROOMS ECTION 3 FS SCREEN, VINYL & GLASS ROOMS SECTION 3 ROOF EDGLf-TSEAM TABU 3.1.1 AND/OR TABLE 3.1.2 SEAM1HEADEF1 SELECT ALMTOE.EM r CETAL (2)ill x ir SHEET i SCREW CONNECT INTO SCREW SLOTS AND CHAIR PAL ANCHOR T It 2'PLATE TO CONIORETE t 3-Vr SLAS ON GRAM wi V4*x 2-Vr CONCRETE r x 2* OR RAISED FOOTING ANCHOM Wl S'OF 7 UPRIGHT 0 Li EACH SW LET OF EACH POST AND 24 O.r_MAK If ir x 7 EXTRUSIN TYPICAL CLASS Rol wal sow ROOF. TYPICAL mol vrmw FF%Axom MEAbRED,FROM TOP OF rxT PLATE TO BOTTOIA OF WALL BEAM) 4 (Hl Of UPRIGHT IS I-Ve.MR IN C95hCRETS "k MR 3-V2'SLAB 2500 PSI CONC— axe-loxio W.WJA On IBM i VAPOR BARRIEFIqlUNDER CONCRETE ALTERNATE ml ANT LOAD WIDTH FAB ALLOWED FOR P40OF PANELS SEE SECTION 7 FOR 0l LW HOLLOW POST TO BASE AND HOLLOW POST TO BEA4 DETAIL P/2 P/2 SOLID ROOF T! EXISTING STRll (4)#10 X vr SaE BEAM APO COLUMNS 7 x 2'OR 7 3*OR 2'Ske POST EACH SIDE MR TABLES OF POST t VARIES DQ P-PROJECTION FROM DUDG 0 0 LW'-LOAD WIDTH P VARC-3 PLATE WSAR OR ANCHOR r 2,PLATE TO CONCRETE S r X r X VW N WITH V4'x 2-V2'CONCRETE ATTACH TO P0l EACH 3" ANCHOl WITHIN 6*OF EACH SIDE 0 ESA;l AND CONCRETE 'AL SCREEN GLASS ROOM OF EACH POST AT 24'O.C.MAX. AT LOA X vr On THROUGH ANDLE A 4 JIM= TYPICA: T x r EXTIll'11% '.Vr MR IN SIRETS )PEN SAOC EXTRUSION WITH V4'x2-V4*CONCRETE NOTES: ANCHOR T,2.CW OF r-W ON CeM AM WITHIN 0'OF UPRIGHT mu 3-vr SLAB 2500 PSI COW— MAXIll wALL WITH 2-Vr M SHEET METAL SCREWS WITH 6.6-10xio W.WA OR FIBER MESH FAST04ER VAPOR SAIll COLUMN INTERNALLY ANCHOR r x r Tei-cem ANCHOR DEAm AND WASHEFIS r-o*ol no Im SCREW$AND WASM OR WTH ANCHOR &EM FOR U-13 ON GFIAIDE 0 3-Vr CONCRETE. MINML"SLAS TH&L SEAM FROM TABLE USINCI LAAGM'A'VALUE OF! SELF-MATING POST TO BASE AND SELF-MATING Pl TO SELECT FRONT Wl P12 OR P12 O'�rmm FROM MOST STRUC7URE TO FRONT WALL BEW BEAM DETAIL r a CLEAR Ol Lawrence E. Bennett, P.E. Lawrence E. Bennett, FP.E OyL S41,M-MV&0ft,1l 0010AFAW ;%T!AMr ll BOX 4300. c'm"ll =�7 at PAL BOX 43M ll DAYTDK%FIL 2201 Ill 747-4774 TBJPHOW MLgl 107-4"4 FAX"I M-06" FAX(W41)797-46" MAL PA09 COFYFOOW 1"S Tm WRTYM Pffusal OF LAWr4l I,Ill Ill 69 wpaTm ravAssill OF LAVRIl L 90Wrf,'F, 71 FAAr""'MIT moo L & GLASS RqjOMs ON 3 SCREEN. VINY SCREEN, VINYL & GLASS ROOMS SECTION 3 EDGE BEAM SIDE WALL HS-ADO ATTACWD TO r x 2m OPEN 13ACK WITH ll s"ROOF (2)#10 X I-V2'$A&& BACK SIDE WALL PURUNS ATTACIl TO wNDOW FRAMING CAN ATTACH r 2 A4AC* o FRONT POST WITH Cgl TO HEADER r It 21 OPEN BACK WITH MR Im It r ams.mAx Ir FROM (2)810 x i-Vr$MS.IN EACH KFALIN AM 24'CKC. SCREW BOSSES i FRONT WALL PURILIN GLASS WINDOW INSTALLED PER 0 SAAKFACTUWM5 SPECIFICAT'l CONVENTIONAL FRAMNO CA ALUMfl COVER SYSTEM SHEETING BOTH SIDES FRONT AND SOE BOTTOM RALS MTH so.V2'MEET METAL i AN04OR ATTACHED TO CONCRETE VATH V4'.2-V4'MASONRY GLICK SET AT G*FROM EACH POST A110 ALLMNLIM V�EETNG OR VINYL 24'ON CENTER Ii GVD0=Te A l r ll EDGE TYPICAL CORNER DETAIL GLASS ROOM WALL SECTION COMPOSITE ROOF PANELS: RIM PANEL A (4)#10 X(t-VT)Wl WITH I-V4'F04M WASHERS OM x.(r PAMB.-ACROS3 THE SOm COVER O.Q ALONG FRONT AM 24 EDGE KAM SIDES(WALK-Ol Mill 2' 2* 0.032' HEADER ATTAO-ED TO POST WITH (TYPICAL) r X rL OR r x'3*HOLLOW MR(2)910 K i-VZ'S)AS.IN SCREW VAX""WIDTH BOSSES SEE SPAN TABLE HEADER EDGE DEW$PAN CHAIR RAL AM KICK PLATE. AOUGH a > r X r HOLLOW RAL x 3*OR 3' x 2' HOLLOW 2'X 2' 2- SIEETING k*&A_W ONE SIDE WITH No HEADER VARIES SEE SPAN TABLES POST ATTACHED TO BOTTOM VMM MR(2)#10 x I-Vr SJA& EXTFUS*m3 CKAA RAL SLAB 3-V2'MINIl IN SCREW a FOR SNAP ATTACHED TO POST WITH MR(2) (SEE DETAL) #10.J_Vr SIAS,IN SCREW BOSSES E)CsTl SLAB WAY BE USED IF IN GOOD Ca-mom AND APPAl By THE KAMM OFFIOAL r x 7 OPEN BACK BOTTOOA RAL SOLTS3 l HL11 Vr x 3-Vr VJW Y ANCHOR f 0' 2-V4*MASONR V4'. APPROVED FDA 665,11 UPLIFT FROM EACH PObT All 24* O.C.MAX. TYPICAL ELEVATION GLASS ROOM WALL STM PLATED CUT STEEL W J (0 3/8'SOLT FOR 3'P03T (2)3/r SOLT3 Ill q ett. P.E. Lawrence E. Benn OVL V�Opmp. ..0pli CD�MLTAKr 3' 4'PO-W TYPICAL UPRIGHT DETAIL Lawrence Bennett, P.E. pXL WX 43M Ill DAY70111,1"0' TBljl,�,sa Ill Ill CPA 94"m- Ill 436�.ql DAYTOKA.It IM 701-95" yam4o* FAX 1 04)Is?."54 MAL BEAL PAGE copypjaw vll Fill CR N ll WMOLff Tte wil P0h%5ql oF LAWMM L 1100477 .01 To be myno-cm FACE COPYroomy IR018 70 TK "ril PeaWN OF LAWTIEl E Ill PJL 94 WMA CA IN Ill WITVION SEC] X :La Lrenc Benn t"'l -4 LA.L -�F-tlr �rjll�qt� SECTION 3. Scfl�EEN, VINYL & GLASS ROOMS SECTION 3 SCREEN, VINYL & GLASS FROOMS OPTIONAL CONCRETE CAP BLOCK OR OL ANCHOR ALLIAMM FRANIE TO WALL OR SLAB WITH V4-x 2-VZ MASONRY ANCHOR (0#4 BAR AT CORNERS AM V-0 or WITHIN 6*OF POST'AM 24'Or.MAXPAU Top (0#4 BAR coNnmuous FILL CEI I AM KNOCK OUT'BLOCK COURSE WITH 3000 PSI PEA ROCK CONC. ir x ir x ler BLOCK WALL Omx Co AUAML"MAW SCREEN WALL SM GALVANzED.'ALLTHREAD'OR DECK OR GROUND LEVEL (Z#4 BARS MR Z-VZ OFF MOUND jjfCADAU� EmBEDoED IN CONCRETE, OR FAsTENmTo coNcFIETE WITH ROWILOCK RIBBON FOOTING OR MONOLITHIC APPROVED CotXTETE ANCHOR AT 24' F LIONOLITHIC SI A IS I SEE NOTES OC.LjAX AND WITHIN or OF EACH OF DETAILS BELOW UPRIGHT OR APPROVED ALTERNATE V4-X ir RAWL TAPPER THROUGH KNEE WALL FOOTINIZ2 FOR SCREENED ENCLOSURES 0 BRICK KNEEWALL r x 2-Am ROWLOCK INTO FIRST TYPE S LIORTAR REQUIRED FOR COURSE OF BRICKS LOAD BEARING BRICK WALL ALUNW&M ATTACFfAENT #6 BARS WITH 3*COVER 3-V2'CONCRETE SLAB 8 x 6 - 10 x 10 WELDED _L_T- WIRE MESH OR FIBER NIESH CONCRETE' 4-04omNAU PATIO CONCRETE SLAB MPrAL) WITH 6 x 6 - 10 x 10 WELDED WIRE VISOUENE VAPOR BARRIER UNDER SLABS &ESH OR FIBER IAESH CONCRETE M't HAVING STRUCTURES ABOVE ALTERNATE CONNECTION OF SCREENED x WELL CONFACTED CLEAN FILL OVER SACRIFICED < NATLIRAL SOL 90% RELATIVE DENSITY ENCLOSURE FOR BRICK OR OTI-ER N(W- STRUCTURAL KNEE WALL CONCRETE!ILLED BLOCK STBA WALL r WIDE X OM3' STRAP AT EACH POST 8" x 8* x ler Cj4U. FROM POST TO FOOTING WITH (2) #10 x 314* SJ4S.S I TO POST A?,JD (ID V4' x 1-3/4' TAPCON TO SLAB OR FOOTING 6* x ir CONCRETE FOOTING WITH (1) $5 CONTIMOUS LOCATE ON UN04STURBED NATURAL SOL (1) *5 VERTICAL BAR AT CORNERS AND IV-0- O.C. BRICK KNEEWALL AND FOUNDi!�-TION FOR SCREEN WALL(S) RAISED FPATIO FOOTING KNEE WALL FOOTING� iFOR SCREENED ENCLOSURES Z-01 IAN. (0 #5 BAR CONT. (1) #5 BAR CONT. BEFORE SLOPE A -9 ;o 8" TYPE I- TYPE I I TYPEA I I FLAT SLOPE /NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0- z / ir 2717 - r-10* )T-IT NOTES:,I NO FOOT14G RECk*tEl)E)(CEPI V4fibq ADORESSING EROSION EXCEPT UNTIL THE ROOM PROJECTION FROM HOST STRUCTURE EXCEEDS W-o. ROOWIS GREATER THAN IT-O* REQUIRE TYPE I I FOOTM 2.FOOTINGS SHALL BE mN.Z500 PSUQogIcRETE WITH axe-ioxv WELDED WIFE wsH OR FIBER NESH MAY BE USED IN I-Ift OF kesR 3.F LOCAL BUILDING CODES REQUIRE% A MNMJM FOOTING USE TYPE I FOOTING OR FOOTING SECTION REOURED BY I_Oq�AL CODE_ LOCAL CODE Govavr, SLAB DETAILS AD bRESSING EROSION- Lawrence E. Bennett, R�F am LLawrence E. Bennett, P.E. PJM WX 43M WIM DAYTON&FL 3=ifi Cr,L ejopgM.vevaoftdWr CONSMrAW TEU341OW(004)M-4774 pA BOX 43K 30UM DAYTON&R.322 FAX 004)747-aSW TUAMOM(904)T67-4774 alEAL FAX(904)767-WW PAGIE SEAL. PAGE I COPYFUGHT 190a 74 NOT TO BE FV3lFl=XW H WHOLE ORAh pAFtT VgnjoM THE WFamw pEF#ASSCN OF LAva;EpCE F_DE"eff.pF COPYF"ff W" PSVASSM OF LAWSOCE E 88#Eff.Pf- 75 NOT TO BE FEMVXX)=N WHOLE OR H PART WnHWr THE WFWnIO SCREE34, VINYL & GLA ROOMS SECTION 3 S C. R- E- WM & GLASS ROOMS FSEC11ON 3 Table Hollow Extrusions for Screen 3.1-1: Allowable.Beam Spbvm Table 3.1.2: Allowable Beam S Hollow Extrusions for Screen and I or Vinyl.[6penV Rooms with Solid K006 Paft 4 and I or Vinyl[Open]Fkoom�s with Solid Roofs Aluminum Alley 6063 T4 Wind Zom Alf!�063 T-6 (#02 M��* 110WH 120 MPH . 125 MPH. 140 MPH wind Zone A 1072MPH I/ 110ME!L4. I - MW�aad. 120 MPH 125 MPH 140 MPH 17#1§ 20 .;3#I P(L 26#1Sq-FL FL A IV Ft ppfied Load Ft. # 2 Load Width 2"x 2"x 0.032" 1, 3#/Sq.FL 2681 Sq.TL 6!-&" 5*-7' 5'-3' 4�-9" Load Width -$�_&2"x 0.05 W-6. !�-I' 4*-I(r 44" _r 61 9 Z___ - 7*-7' 6'-10" 6' 8-7" 7�4 1'7- r-4" 6-11" 6-3- 7' 4*-T 4*-S" 4!-W 3'-9" r 7'-11' T-4' V-10" 6-5* 51-91 9. 4'-10" 4'-2- T-11- Y-W 81 7 6'-10':-- 6'-5- V-0. V-5" 10* 41-71 4*-37-'- T-1 I' X-F 6'-0' 5-8" 5*-l' Ill 4-5" 10* 6-8- 6'�.1.- 4'-1-' T-9" T-7- 3*-r 5--g- 514" 12' 4'-2" 3=-1-e 3%7" T-5" 6*4" 5'- 5-:5" 5--l- 14'_-7T L6ad Width 2-x 2-x 0.036" 12' 6'-1" 5!-7- 6%9" 6--7 "-4,7,1.1 V-3" 4'-Il- 4*-5" 5- 6-2" 57.:gF- 5!4- 5'-0- �1-6- Load Width- 3"x 2"x 0.070" 6 5. 10'-1" 9'4" 7' 4'-8 4'.2' 8*-8" 8-2" 7-4- 6 9*-3" 8-6" 8. T-1 1" 7'-11' 7-6' 6-9" ----------- 7' 8'-7" T-1 I" T-4- 6' 4%1' T-W -11" 6%3 8' 7'.11" 74- 10, 4'-9- 4--l" T-10" 3*-6" 9. 6-11" 6%6" 5'-10" T-11" 3'-8" 3'4" T-6- U-5_1_ 6'-6- 6'-l" 5'-6" 12* 4';4- T-9" T-6" T-2- 10' T-2" 6'-7- 6*-2" 51-9" 5'-3- Loa.d Width 2"x 2-x 0.044" Ill 6'-10- 1 6�33" 5,-10" 5%6" 1 4'-11" V T-5- 6'-1 OY 64" 57.11' 5'-5" 12' 6'-6" 6_U_ 5'-3" 4%9" 6' 6;-§.; 5'-10" 5*-6" 4%11" Load Width 2"x 3"x 0.050" 7' 6-3- - 5 5'-4- 5..1. 4'.7' 51 1 V-1- 10'.3" 9'-7" 8'-11- 8..l.. 5--lb- 5%5�* 5-0" 4'.9' 4'-3- 6' 10%2- 9-4" 81-91, 8'-2' T-5" 5'.4" L 5--l".. 4--g- 4'.5' 4'.0' T 9%5" 8*-8" 81-1" T-7- 6'-10- 101 51 3" 4'-6" 4'.3' 3'-10" 8 81-91" 8%1" 7'-7" 7'-1 6'-5" _7_ 9' 8'-3" T-8" -6'-8- 6'-0" 4-11" 4'.0' 3%8" 7%1" 4'-9- 4'-5-'-. 4'-_1 T-10" T-6" 10' T-10' 7'_4 3" 6'-9- 6-4- 5*-9" 6'-5" 6--l' 5 LoadWidth _2-.xT7'xT08i;;' 11' T-6" 6'-�1- 1 ..6. 81-1" 6'-11* 6'-6'; 5'-1 -2" -L 6'-2- 5--1 0" 5'-3" 51 5;_ - _r 12' 7' 1 6' 6' T-5" -6-_-1-Or- 6*4- _6_11" 5'-5" Load Width 2"x 4"x 0.050" 6-10" 6'-4" 6-10" _�-41 T I __.' __ . V 1 IT-9" 12%8" 10%0" 6-5- f-6' 5'.2" 4'.8' 6' 12'.7- 1 V-7" 10'-9" 10*-2' 9*-2' 9' 4'-10" 4%5� -'.7" -8.. - i 7' 10' 9'-11" 8'-6" 10' 4'-11" 4'-7" 4'.2- 5-5 4'-8 4'-5" T-1 1- 81 10'.1T 101-0 9-4" 8*-9- 7--11" 91 10'-3" 91-5- 81-10" 8'-3- T-6- i2' 5 i-or 41-6' 4'.3' -T-10" 10, 91-9- 8'-11- - 8*4" T-10" Example: 9*-3' 8-6" -_7' 11" T-6- 6-9" For 2"x 2"x 0.044"Extrusion beam span is distiOnce between uprights:to ente(table roof panel projection of 14'-(r find load width: 81-10" 8- 6-6" L.W.=1472+Z O.H.=9'Enter table on left un&r load width. Load Width=7-T. Read span under Note: appropriate load: - Gass Rooms: The addition ofaluminum frame W)fndows with glass panes that are designed to 110 Live Load @ 17#/Sq.Ft t 102 M.P.M.Load Be*m Span 5'-6 KP.H.VAnd load requirements to the above upright sji�es increases the strength so ft(additional Note: framing is not required. Glass Rooms: The addition of aluminum framLe-windows with glass panes that are designed to 110 Tables assume extrusion oriented with longer e)d%sion dimension parallel to applied load. M.P.H.wind load requirements to the above uPrigh)t sizes inaeases the strength so that additional framing is not required, Tables assume extrusion'Oriented with lonW extrusion dimension parallel to applied load. Lawrence F_ Bennett, P.E.- Lawrence E Bennett, P.E. CrM 94MEMIR-DEVELOP143ff 0ONSMUNT' CWL 003NSM-DEVELCM5r)"CONSMrAW P.Q SOX 4WS�SOM DAYT(X(&R.a= PA BOX 43M SOM OAYTOKA,FL 321V TELEPHONE(1004)TV-4774 TELEPHONE(904)767-4774 SEAL FAX(004)M-6556 FAX(904)767-65H SEAL PAGE COPYRK3FM VQ8 COPYRma was PAGE 76 OCT TO W FAff"OOUCED lN WCLE OR j4 p)bgT WM.KW 7K WFOTW P94AS=N OF LAWFeCE E 8134CM.PFE NOT TO 13E IiEPROO(JOED H WIHOLE OR IN PART VMHOLrr TtE YAVTTRN PEFSASSION CF LAWFOCE E SMErr.PP_ 77 SOREEK VWYL & GLASS ROOMS SEC11ON 3 SECT110N.3 SCREEA VNYL & GLASS ROOMS Table 3ZI: Allowable Upright Heights Sli:reen,Vinyl and Glass Rooms IS AMnkwm Alloy 6063 T-6 Table'=3: AlloWable Upright Heights ScreilAA Vinyl and Glass Roorris 2-X 2"X 0.032-Hollow EK!�Mlon Aktrninurn Alloy 6063 T-6 win no LA=d I 2M.P.H. 1 110 120 K 125 M.P.K 1 140 M.P.H. Width Load 3"x 2"x 0.050" Wind ZneL,.____._ 19OJSq.FL ' 239 q. 26 FL 29 9/Sq.FL 36 0 JSq.Ft.I 36" Load 102 KP.K I 10 M.P.H. 120 M.PJI_L I izzi rArK 140 M.P.K 71-11' V 2' Width Applied Loam 42" —9--1- 7- - 7%5' 6*-8' 19 0/Sq.F-L 23#JSq.Ft. 26#!Sq. 29#4q.Ft. 36#/Sq.FL 48" 7- - 6*11' 6-2" 36" 6--, 6W 141-2" 1 V-6- 10'-4" 5!-10" 42" 7337-2-- 1 V-3" 9-7" so 7-r 6'11' 6-% 6*-2" 5�4" 66- 7--3- 6-7" 6 . 51-11, 5*-3" 48" IT-4- 11%2" 104-6' 91-11" 8'-11" 72" 61-11' 6'-4- 51-1.. 58" .51-11 54" 11 10*-6" 91-11" W-D- 81-51 78" 6*8" 6'-1" 5- - -5-45- , 60" 11 101-0- 9-5' 8'-11' 8'-G' 14" 6*-5" 5--10- 5-3' 66. 10'-6" 9-6" 8'-11- 8-6" 7-8" 5--r 5��— 5--0- 72" 101-1" T-2. 8'-7- 8-2* _7*4� -ir — 78. 9.-8. 8--g- 8-3" 7'-10- 7*-0" 2'x2'.x0.036"Hol9wEx rRion Wind file 84" 1 g-4" 8--5�--j 7-11�' r-6" 6-9" Load 102 A&P.H. I 10M.P.H. 120*!p.K 1 125 M.P.H. 1 140 M.P.m. 901, 1 8' 7-- 7-3" V-6" Width AppliecH4 oad ISO/Sq.Ft. 231ISq-a:_ 26 -L 1 29 0/Sq.Ft. 36 0/Sq.R. 3"x 2"x 0.070-tg1low Extrusion �!N4.r 36" 10'-3* 9*-4" 8*-3" 7--5- Wind Zone 42" 9-6- 8.7- 8-x 6'-1 Load 102 M.P.H. 110M.P.H. I 120M.P.K� 125M.P.K 130M.P.H. 48" W-10' 8'.1" 7 1——F.8- 1 Width Applied 54- 8-4- 7'.7- T.2" 6*-5" 19#/Sq.Ft. 23#/Sq.FL 26#/S 29#/Sq.Ft. 36#/Sq.Fit. 60" 7'.11- 7'-3' 6'- 6*-5- 5-9' 36" 15-4- 13%11' 13'-l" 12*-S" 11*-2" 66- 7*-7- 6-1" 6' 6%1" 5-6" 42" 1Z2- 12'-10- 12'-l' 11-6' 10*-4" -72"--- 7'-3* 6'-7" 6*- 5*-3" 48" 13'.3- 12'-l' 11'-4" 78- 6*-Il' 6*-4" 5'.1 5'-1" 84 6'-8" 6*-1" 5'- 5'-5" 4%11 54" 12'-6" 1 V-41" 10*-11 91-1- 90" 6-6" Y-11- 51- 60" 11--10- 101-9- 10'-2" 9'-7- 8*-7" 5*-3- 4--9- -i 1-�-< 10'-3' 9*-8' 9'-2- 8'-3" 2-x 2"X 0.044"Ho!!T�tr u n &722 C 1b..10-) 9'-3- 8A- 7'-10" Wind ne 10-7- 91-10 8'-5- T-7" Load 102M.P.H. j 110M.P.H. 120 M. H. 125 M.P.H, 130 MY.K. 91-5" 8,-11" Width I A I V6 84" 101-0" T-1. 8'-7" 8--1- 7*-3- 1 0(Sq.R. 1 23 ig/Sq lea q A- I 29R. 8'-3- 7'-0" E 9!.S aR 901, 91-8" 7*-10" 7 --29 9/Sq.FL 36 9/Sq.Ft. I 81-10" 36" 10'.2- .1 T-1, 8'-2- 8'-5- 0 Notes: 42- 9'.5- 8-.1 8-5' 7'-6- Glass Rooms: The addition of aluminum frame windows with gla*s panes that are designed 48- g'-8- 8*-101 8-3- 7*-10- 7--l' to 110 RP.H.wind load requirements to the above upright sizies incrLeases the strength so that 54" g-2' 8-4' E7'-1 5_ 7-5- 6%8�� 60" 8*-8" T-10" 7'-j5� additional framing is not required. 7*-0- 6'-4- 66" 8'-3- 7*-6' T.1- _8_ Using screen panel width"W'(See typical glass room drawing.),,Sselect upright required from 9 6*-8- 6'-0- 72- T-1 1" T.2' 6'- 5..r the maximum height allowed for each exlrusion. 78" 7*-7" 6*-1 1' 6*-5" Screen Splines on 3"side. extrusion turned with 3"side parallel t�q sole plate. -q , - 28 6� 84- ;-4' 9 13- 90" .J: 1 6._5; 61- 5*-:r Notes: Glass Rooms: The addition ofaluminum frame windows witla,glass panes that are designed to 110 MP.H.wind load requirements to the above upright sims�4ncreases the strength so that additional framing is not required. Screen Splines on 3"side.extrusion tumed with 3'side paralklel to sole plate. Example: Screen panel width"W=60"; Maximum"H"for a 2'x 2*x 0.036.Hollow Ej&us ion Using screen panel width"W"(See typical glas s room drawingg)).select upright height'H" required from the m"mum height allowed for each ex1rus ion. Lawrefte E Sennett, P.E. Lawrence -;-E Bennett, P.E am e"��M-DEMOVEliff OQVXCTMT OVL&",am-&Eva",-eff Call""Toff P-Q BOX 443M sourif oAyToN&p.3= PJM 80iX 43ft,00UT""YT(*K Fl-32M ")767-4774 TanHOE(804)M-4774 FAX(904)767-SSSS FAX�(001)767-65M SEAL SEAL - PAGE COPYR*14T 1008 PAGE COPYFUGHT 100S NOT TO 8E FAEPROOUCED IN Y&KXJE OR IN PART WITHOUT THE WRMIEN PEFMSSM,W LAWR84CE E PF- 79 NOT TO BE SEPROOU=m wHOEE oft lN pAFrr VvrrHoLrr THE VvFfrrEN pEF*ASSON C)F LASkVRENCE E 11101NE17,P.E.