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Plans 1628 Linkside Dr (vault) 101010 CO CO CA -4 -,1 --4 0) Cn 11-1 Ln LA Ln k. 4-, (A CA C) C,4 L,4 c-.4 L" L4 tq 4b�.p) Nk-Nt LR At fq-Pb6 01-p-,Pli-b�--j.06L S-1-k cy!-k tq-cb�.U!.0-t N, p.. 411-t 4b�Nt-16� 41bL Nt-k pq-0�.tq 4'L-t tq-k I I I I If" 11 11' If 11' 11 It" 11' If" If" If* q if 11 11 11 if if if it if, it -4 -4 �J W L" I�J a W M I*. N) a M m p.. Ij 0 -4 Ln U4 zo zo ;D W M M W rj,:p(W -J -J M M M M Cn (A Ln LM Ln Ln .1h. A. .16 0- (A tA L4,4 (A LA IQ -- - — — — — — . . . . . . . . . . . . . . . . . . L! L� 11! c� CI! -pt 11� C! C? c� tJ, lit 00,0ra it !it It N �4 tf 7. 0 C) q it 4 hi q it it it rn it N, 4 x 11A A/C PAD A ol -7 5 ti 09'Z —0r. 0 37.00 q fj -n La lip if 01 �4 r CA t C/c 00*11 I j ,Jo, 0) V4, in 40 09,z oslz fill cp f I ft if rn J'j Lin(A 'll t Tit it, it ti VV sk t q if it, I J41 l� A Ji 4 1 i J� "t r jl� BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) DDRESS: ij," i 1628 LINKS14DE DR,w GRADE TYPE: A COMMUNITY:SELVA LINKSIC) E LOT: SOD: 580.3 S(;.Ft. 133 UNIT 2 DWG.: 1 3 ,3SL2 . DWtG PALLETS FENCE: 224 DATE: x 01 /21 /94 FLATWK: entex Homes DRAWN BY:A.J.E3. 99 4 t 10 FNDTN. SCALE: 01 TYPE: MONO fi : DNORTH FLORIDA DIVISION 20.0 4 V 000% fog llT 4 al ch �j r—I ji ICS rx"i3j311 .7 -- - 1% f A/C PAD _t)lr4% 3' Will 10 -13 0 09 37.00 -in r(A if (7�Ln -4 CK i4 �4 j N 1;It d tJ Wit 05'rL TP gap IjI N it tit 1 t it Hit f KS Pg Fit it gg it BENCHMARK (FOGH POINT USED TO DETERMINE A.B.M.) It, �11 '! t ADDRt ,SS: 1628 LINKSIDE IDR.W. GRADE JYPE: A com NITY:SELVA LINK.-GIDE SOD: 5803 Sq.Ft. LOT: 33 UNIT 2 1 1 PALLETS DWG.?��1 -3 3 S L 2.D W G 224 v� FENCE: ntex Homes DATE: 01/21/94 FLATWK: 1099 NORTH FLORIDA DIVISION DRAWN BY:A.J.8. FNDTN. TYPE: MONO SCALE: I"= 20.00' tit 4 ,j ttlit tit t1l J , 4 to A 4t _7 Nil Q�VU V jU :v i�d lop- 2 -1 Yl 2, Cc APPROVED CIW OVATLANTIC -BEA(tH----- BU!iLDI_N_G1 OFFICE- UN By, JI y �j 2"ILIbEffi��J X. Roor SPANS me GLASS NO" (PARS) _f Ep SrjW I %Ap 0 JA MAX- FXONT-VALL S9M SPARS =SnX A TAN& 1. rA -6 A&Ubj LW J _X= py_ jT6o M_ 246-1--U-4a V=2 6043 T ALUMIN P ?M till AmHH" 1vvvmT P"Off" bff AD IN*-* 91 RRA FINN 1A f RIS C-2-ft? PPIM FOR $PAR L 09 ORWIfog Use LASSES ort 'A' PANEL SIZE ROOM SPAN 1W* As SHM Oil DRAWINGS sun SIZE 31AW: Mv,*A'. S1 1-.1 93 MPH 9 LOAD 7.� T.- 7. NVTV !a: 110 MPNW. LOAD Ei !P:g gzgit 19 Rz- Us W_ we UPS I& 7.- 0. e. 02 - I - to*- 7' 2:319 6 7 VS. RPH W. LOAD 9' to 120 IM W. LOAD 110 NPRI V. LOAD S,- 13" V- 2' to:: .......................................................... 93 1" W. LOAD # - S. -9 - 4- 120 "PH W. LOAD ell. 3. V_ 6. 9 4A 2 IS: LOAD It* 2:1 !1:9 2z2h 7. 4. 9 "m W. LOAD 12 MPH LOAD St.- F-11 12 2- 0 "I'm V. LOAD 1**- 31 Is*- T" 11 13. 95 LOAD T. to: 6: 126 MM W. LOAD I.- T. 91- to, 10 10, Ito MPH LOAD 7193: 1 2:11 HN 2AP_ KI 120 MPH W. LOAD 1 3- 95 "PH W. LOAD 2.- 6. 13'- 0' �g+ 41-- v 3: 1:.- a- 4- 9'- "PH LOAD 0 3 O_ 2- 93 F" R. LOAD 7' J ISO "I'll W. LOAD 9- 2. a.- S. -is MM W. LOAD 12*- 3' 13*- 121- 10, 9 120 MPH W. LOAD 110 MPH W. LOAD Ill- I' 111- 4. III_'IO1 to* 2- 4.- 3' Ill- s- I" "If W. LOAD IS'- 3* 30*- 6* Ill- 0, -q7:--0 93 MPH V. 0" lj-� 1. to*- 11 it-- 'o 7'- lax isli t_22? 110 MPH W. LOAD 30*� '. q.- 1. . I - Is-- 120 MPH W. LOAD 95 RIM W. LOAD 14'- 1- 1**- 3' 14.0 3- 7 Ila LOAD 1 5: A" Mm LOAD 1 0 2 6 1 LEON &21� 2- :2:: RA- m Ito "m Is frl!404- Sol 120 MPH W. LOAD SqM tll�§!T_l -W KXT__ i_-P:x i?- RARIG I� 13 1' PA09L SIZZ soon ii illbii ON DRAWINGS 93 MPN W. LOAD 121�'p 6. I, V ?. 4 IS:: I all 2:1 HN PAN* -09 0" L K ga "t K 9. PL 110 MPH W. LOAD is,-;, I I" N. WAD Is'- I' Is'- 8, Is*- I' it _Ji It'- 7' 120 1" W. LOAD IS-1&** 110 11M V. LOAD W- 2' 14'- 4' 14.- 4. 8: 3-Ol 11:1 It T. I""PH W. LOAD 131- 11 13'- 1' W- a" om 141� 3. 14'- 9 95 "PH W. 1:1 tf:X 2.2a? tic "PH W. LOAD 131� All- 9* VS MPN LOAD W- 7' 1 12'- 3* Ito 120 NPH W. LOAD MPN LOAD Is*- 6' 6 'A V--- I" "m V. Lam 16,- 6' IS'- 3' Is,- 31 RIM E_AT f"Ve a NMI NAMEME sma-prov Go 1w, AD sum IDGV 7- IV-- 4- 7-- PAN size 93 HIM W. to" 1**- 0' Is*- 1, Is*- 5 8. 7 2-51 P__2021 0. 110 MPH V. LOAD 14.- G* 14 1 1&:: 6' Is'- 10' 3 120 "m W. to" 31: 1 3. Is,- 31 1A L,O I MPH AD 12.-- IV 13- 3 SO* v i It" 13. 120 MPH W. LOAD 93 N. LOAD Is*- It, 20*- 1, 4 2.3- ja3 0.02 A 10 MIN10. I OR jel- a, lol- 3" 1**- 51 3- 13'- 10' S- 93 MPH N. LOAD ls'�' l" MR W. LOAD Is*- 9" Is'- 11' IT*- 3' 14t: IS' lo- SID MPH W. LOAD 131- 4- 13 IS- gz2p!- 9. 3' 120 me W. LOAD 1. 3- 95 M41 W. LOAD 22'- V 2' 22 9. to- Ito "m V. LOAD 3. 12-1 IS, 95 MR V. wa v V IS:: 2- 13*!_ 1. 120 MPIS W. I DA IS*- I' S" 191- 01 _TJ;14-BIWA 120 "M W. LOAD 13*-" Iw 1*'- 0, 14.- S. m tili F IV 130 MPH V. LOAD 131-" 6. 10" 95 AN N. LOAD 24.- 7. 6. 3- v 95 "m W. lie MIN W. LOAD 22*_ 4* 221- 22'- 8' 7 110 MP11 W. 14" 16*� 1$*- 3' Is'- I"WE W. LOAD 30'- 17* 20'- 6' 711- 61 120 MEN W. LOAD job-Ill* Is*- S* 151- $1 3- 7'- 'I IWA-p9m- !jvTv Ff MR T-Aw 7 9p ; !Ll"G pr PYKIN ;3 to* w- 0- T.- mooto wzym IN"I go a t Lam qz L4L 22 !M !I?P ��D Ps U L4 vu ap-ba m no im almn9v m am rim. 120 MPR FIND L04D IftC=3 LIVE LOAD NEWT H :I '31 ir"Is CpLU"" NOR imilmigm- 9!! aw f9a A" Poll OLASS NOW VAX of '�j __L MAX. Im Raw we itap pi 7AS_f L.L U-011111m a-Ler ftm on d go@! 2 MI 2j WPM VC190 W 1.1 !R Of I?RAVTVSS,- -An NOR MIN-M PAY Plgl M&ELVi" 13'- S' 14'- 3. 2W It&AUM 93 MPII W. LOAD 13:�- 3 3 12*- S, USING 911111110 PANEL WISIM'Ir FIRM DRXVING S1LZCY SPAN'Ir SNOWN 09=&Vigo 110 HPK W. I&A I 4� 4 13�1_ so HARIPRIN SPAN 'Ir '20 MU VIv=1W` W 1.9:1 jj1ffp_=032D W. 1$*- 3* IS Is nm 10 MP11 V. LOAD 13:� 13'- IS' 14'- 0.04". 6'-30* 6*-4* "-Is' V-4, 3'-4* 5'-1- 4'-10' 4--7- 12*- Is" 13'- 4- '20 MPH W. LOAD 12 I 2z2' 12'l R-026 SIX 21X O.W- 3P 7*-7* 7*-1' 9' &'-4' 6'- 1- 5'-10' W-7- N T. 3' 14'- 6' ?*-1%' 6' 7--1' 6--9- 16*- F 95 mfi7i. LOAD 35 I rz rz o.w 1120 LOAD 14:� 1 0 "PH LOAD 13 IS.- 2. 2- 6'-31- rx 2,z o.os, is,-r 9- r-mr 9-r 7*-Il 7.-6. I-PIZ T3-"X Lpto it -7 5' gi Him v 11" jel� M IN1W 12'-r W-r 9*-T' 9*-1* ell 7' 9*-r 1--Mr 7'-V I 10 MPH W. LOAD 120 MPH W. LOAD 3`2 2's O.OV to*-s, 9-ti, S, #,-r r r-3- TQjA ri Win% AM TAM I Of 2 ANORMT M _11"Neff af1whill ImbRamew-ANUT ?9_31 LIAM" am :-21w"4Lw W-W U*_14* ull;wv w-w 9-pw 9-v 9--,v sl�v 22 tm fiR LOAD El- 632 GREAT D 9. rz 3's O.Or 13'-1' 12'-#' is-tv it,-r to,-6- to-- I- a- 9--r T mom m Mix"S!"m EX71IRSTOR VILL SP4R will!am"Com. I 1"mm w" T, ANCNOSS NO LISS?SAN 2'D.C. AND AKNOIS INTO 9 r SOM WITKI*6* UCK SIX OF tWglg=AND AT 2'D.C.NININUIL 00131. 1. CLASS 0:THE ADDITION Of TIF AUNINUR VINDOW FRURE AND IM SMXW" SUPPORT ASSMOTO V111B UP*IG1Ir BY VIVIXW AM D)ON IRA=ALLOWS CLAW ROMIG 10 NOTE� All span copowles are bo3ed on i U FUUM USING NIVININ%N2IGWr AM VI mm SWITCH SWFOVI OR rX 2-2 0.06- case of loods due to wnd ve twi UT"100 NO IRS FROM*UL WAX AM INSIGNIS AS SIR No DRAVISCS AM VILATID TAILIS. AMTIRMAL M 2'X 0.06'MM SKALL Be ADOID UmeNa=v SUIVOWT RAIL. ALL INFORMATION,PAwp DETAIL.s CONTAINED C 2. VIM VMM: THE SAKE STRUCIIIIAL WADING AS 3CIM - APPLIXS. LIKE I PROPERTY OF LAN#k%WCg E. BENNETT AND MAY 3CRISS m VIfV1 WILL KON 0117 Al'V SO MACM OF 43 70 70 MS. Olt USED IN ANY ?WNREp VilTHOUT HIS wItIT7 NOT VALID WI7tkOUT Mr. BENNETT's SIGN ASTER FILE CVjft BELONGING TO THE EN A p COWENTIONAL FOAE 0ONSTRUCTUY OF AREA Fole A*LUM I NUM Pool PON A 1: MAX. SO HOUSE POUSCH FOR ALLOWABLE MOP'AREA Uff -AM' 3 1 012 + O.H.) EXAMPLE: '3'-7- . V - 12�'%- & O-K- 2- TIM: -ABU' - 56 Sy LAWRENCE E BENNETT LAX. ALLOW. NgW AREA FOR VARIOUS TIPS POST in sp POST TYPE p O6o"_m4LLqrp! INS," !Mp.!lw--try.p8p_ --Mae f ff 79 17P LfLo Ump F16ST "qT "A a ENT.-; - 141 CIVIL ENGINEER DEVELJDPMENT CONSULTANTr -DO TO.11--10- 9.760 up T.- 9- 1*.&00 PO Box 4368 South Doytona , FI. 32121-43% up T6 So.-lo- 14.360 Phone no. : (904 ) 253-9960 SaG UP TO IS'- 9- 26.190 '"s DRAWN SHEET - ------- r,1141 1 J-11 P;I A 1: 1 11 2"xZ"x 1/8*x 6'Lag U channel "B"' Attaches loettisfing buildir %with 4-3/6" -1/4 "s at wood with 3 anchors -Ui' Aiuminturn beams typ. of concrete. wo 2'&2'x t/8'x6"Long U chorriel*B*Vwdm to W Delod 2 typ- Pertmeiel member netail 2 typ. Screen to. X 6' 2'a t Delod 2 typ� 0 9"1 Cables typ .0 See-heduitt.' P; N, Saftn typ. z E.rst in "12*chair r,*1 t-,p 41 in 2 A —13 DOWN 13EAM CONNECTION TO WALL Gnxl* "WOM % Deloil 3 typ DOOR I p. :Oelad 3 typ. T", Cables iyf:� 2'sex ve"ais"long angles "A- Attach to fCSCto with 2 TWPICAL FLAT ROOF ELEVATM TYPICAL Dow ROOF ELEVATION TYPICAL N 1TS- bgs Ot each ongie ea.side Existing fosca N T.S. L�0 TS- L kte t Existing structure t Alurntrum be= 'See Table I see twatft" I !%krun=be=typ ;I S' See table I Notch an*cv. i J, 7-1�77'1117','77,-' I 2'3t 2"x 1/8"x s"long anales W onoch to Must remomforarl.s strength, 2-x6-wb wth4-n.10sance each angie 1%2" typ. each side. Sermetrit typ. Aluminum uprights Scriftn typ DOwN BEAM CONNECTION ENLARGED Alurninum columns 10. Cables lyp. See table I Cob*$ typ Ste schedule COftc:slob and Sec%chedule 2"x d SUB See ToNe I fooling typ See tat*2 r TYPICAL DOME ROOF ISOMETRIC Ty?,IC4L- FLAT ROOF ISOMETRIC NTS� TYPIC -,A N T.S. 1-Y NOTE; 2"z 3"Wright must be notched it for 2"Wroof purlitis 2"It2"pottoortmap r fastened to beam w/2 2"x d SMS Ste Tome 3 I'x 2'egt fastened Io 2'x 2 wdh N*fOx 1-1/2"SMS. 2*x 6" WE mm. Self totaling beam W 10 a I VZ'SMS of 24"o c See Table I -jr Super Cltdftf 4 SMB d 2'x 2' r4rims a" S91rd 1crews NOS denote a Sh to beorm z 13 upright mew PC"" with 2 ri..10 a I V2 Sim '8'*Overhang dimension, 0 3/4' sracing eon screw HOS denote run 2 It 4'upright and larger 1"o 41 V A" sc"Pattern. 2*x4* SMS 00 Cit.for oveaw Z�r-�OTES! 2"A 2 parting attached 3/4 2 i 01 connection Cut for averfop 0 0 connection 2-x6- 0 0 0 tobe"w/2n*10x 1"x?"a b or snap to 2 a 2"w/N'10x I Vz sms I SWS oof 3L7 SIAS of 24"Oc or cont 0 x 0 0 0 s"Op seomm. 2-x8- 0 3/4*men spocirKg 00 r A sw 19 lo 11"It 2'o b faste%-0.to SAS 0 2* wl 2 K"10 1-1/2-.1 US cQP%ect too 0 Cut for plate CD (plate inside baq%) 2'SMB 2'a SMS Fbsi See Tab 2 NOTE Screw q,�qnt#rn for 0 in in in tc Its the connection 4hwq WE Screw Polleriv ore for general location and spocing 0-4 -irrtw W-ched sft witfiv#ary from See Table 3 far r 2' 1 Channel 'a Wright MUN"Ild 10 Orh—nv"Wnl connection The of screws ver ectine.-I the shown s-,*..%and 0 N'10 it 3/4 SMS 3/4"o.c CO ft Columin of screws shouild be defeted vAw W of possible screws reguiredond*very~scr.Ot terfurtret del spacing applies BEAM TO LPRIGHTCONNECTICO DETAIL W I BEAM —10 LIPRGHT CONNECTION DETAIL W 2 TYPICAL SIDE PLATE CONNECTION DETAIL No 3 T' ' N i� At L 1111"41it"ATION A PIIOPERTV OF LAWREJ 3p� 2"x2'*AND 2"x3" KNEE BRACE CONNECTION DETAIL T OR USED IN ANI "40 J "t NOTES FOR ROD CONNECTION OF DETAIL N* 1, 2, 3 13 troy LAUP ItIT"t 4L i A MASTER FILE Cori 2-,3!' L*Wtght must be notCht to reach Pop of Cearn to achieve rigid connection i 2 tr of s&j#ws must be as wit spacing 3/4"z 3 A*Into spacing Ond poff"may vary UM !L. riFinm mrq! m mi� sm mtm "- P MMUNP MA Aim—mlm M2 1--6 LAIR 3 See Tab?* 3 for N'Of scte%%It Ond m!"WinUm see Of upright beam connection LAWRENCE F- B ' NNEI N-8%41Lj'.-zx-nyA1ON AS ST E A 4 t*OdJ#eIf loPong sciews ore on acceptable subsldtft I"Sit S 2.- 1. 2'x 21z 0.0301 1- 16-MASKSIL 11/ 3-0 1*/ 112- RAM 2102 CIVIL ENGINEER a DEVELOPMENT CONSULTAN' i TO 3'- 6- 2-X 3'X 0.4130- 2- H-CUNPUL U/ 3-0 JO/ in- SAM SIDI 0 f/ OEM 11 JhExiv" struck,,,. N PO Box 4368 South Daytona ,, Fl. 32121-436 TO 4*— 6, 2'z 4b's 0.4130, nose sim own sun I unto"SEE TABLE 3 FOR S/ SIZE or sum Phone no (904 ) 2533--ag6o *.iiso, SAME AS ABOVE RM TO 31- 61 2 SP j DRAWN lift I �tt�fl!j'ji_&j Fg All the above L's to fOSCIO thro Fasten SuperGuner to fail ,ugh TABLE I, HARIMM SP jIlll F POOL &MEEN nw_.r S.G,w/2 3/8"W93 to L thin Z*bite. All TAN 11 with V4`x 1/2"lo;w/was her LUMIXUR 604 2"x 2*A 1/6" Ana USING SCREW PANEL WIDTH -10- FRO" DRAWING SELECT SPAN -L- SHOW ON DRAWING OEM 2461 "is. UPR N.e V2*PVC.SCH 40 onqle clip each 5h ea�angle to S1 G.Sip Ill 3 2*Z 3: 2'� FERRELL(TYP) side of uprigho 1/2 SMS. 04AX:" SPAOl 3*1 2- WIDIII -11- 3- 4- a. 2. FASCLA and 2*x 2"with 2?-S.Me. 31Z j, Fl Add 1",t 2 anigle to bring Will plumb UMMI 2*X 6' - 2 4 N1 8 SMS to. leg ea.side. I'X 2*x 0.060' 91- 4- V- 11' V- 3- v- ?- 2-1 7- 2- 2'Z 8' 2. % Z-x 2"X 0.040- 12-- $' W-110, a,- 6, $*-It- V- 2- &'- 2- 2*Z 91 rV 5 Opt&on to above Sms 3/8%8"Lag with wosher ongle use 4 N* N\ 2-x Z-x 0.050- 13'- V It'- 9- W- 7- 9*- 6, V- a' V- 5- ?.-It- REFERS M IM SID V :1 Pox I Still of Truss fill Of each beom and one at internal screw each mid span. 2%ball 27011 411i Is*- S" W-00, It*- V SO V-IV W-2* bosses 4 ea, I"x 9- 13*- 3' 12'- 2- It*- 3' SO'- T' Sol- 0- side a tau. 2-* Vill lit.- cont. along Super Gufter with 1,1/4 j i, x 2 thru bolls Z'O,C.into SuperGufter "S Use I N*IN 3* 4' 23'-10' 21'- 4' IV- ?- W- 2- IT*- 0' 1$*- 0- ig SMS of 24 2'x Vill; 0.164- ----- 21'- 27*-Il- Zb'- 1' 23'- 7- 22'- S' 21'- S' )L anole cl:.-S with a c.balance of 2 '1 1/4'thru bo"S each si3e Of beall 2"ill to 3.9. 2-3111 6-X 0.125- 32*-10- Zl'- 6- 27'- 0- 25*- 1' 23'- 6' 22'- 2-' M, SLAB DETA Super Gutter to bit allocheid /1-3/8"18 wi'l 3/4"1 fascio Z.x 7-. 0.130- first w 15'-11- 32*- V 29'- 7' 27'- S' 20'- 1' 24'- 3- i� Locate closer clips ferrel Inside 23L 2 wherl desved use N*8 2'x S-x 0.224' 4#'- 0' 43'- 3' 39*- V 36*- 1' 351- 4' 341- SIM COMECTION TO SUPERGUTTER x 1/2 Stilt at vi/2'a z 4d. *ATIVE SUPER GUTTER TO FASCIA 2-K Vx 0.224' W-10' 46*- 9" AV-11' W-11' 37'- V 3S*- S- ALT- L use 2 L's/beam set and fX4 V4'1 3f9x Z-X 9_311 0.310- Sit'- 2- S2'- 4' 40'- 0' 94'- 1' #11-10' 401- 1' 1/8*x 1"x SuperGuhel 1/8"ft L I L per mid span of Guftr beams we below- use Z LW SNAP EXT I 2"ll 2*il 2*x SMS Post boom Set Ond NJ ' 2-1111 2'K 0.0"" 14'- 0' 12'- 3- Ill SO'- 0' 91- 2' 11*- 41 W- 2* W Md.space of bm ill 3 -X 0.646' - to*- 1' 14*- S' 113'- 2- 12'- 3" it'- 5- W-10' Z'x 3 2'X 4x 0.046' 20'- V IS'- 11' 1*'- 6" IS*- 3' 14*- 4' 12'Z 6- concrete Inoccordonce with whedule. j clips where Truss tell 2'xZ*x 1/8*angle each side ahoch to post and Locale closer desired use Z'x G"x 0.084' 32*-10' TV- 0' 21'- 0- 23*- 1' 23'- 111- 22'- 2" I borge NOTE: No footing required except when ground N*8 x 1/2" Ground structure as shown odi 2'X I'M 0.074, 37'- 9' 34'- 0- 31 2- 29'- 0- 27*- 2' 25'- 0' FLA SMS of 1-1/2 o.c.to.side. SMS 3/4 tosm Super'Guller I It I'x 2*cl id TAKE J!" MAXIMUM flafTS F0 e= SC11SFJ" ALVW*Jtf _Agt&_y -Al -W' FROM DRAWING SELECT SPAN *N- SHOWN 0" OftWING USING SCREW PANEL WIDTH min ir, 2*x Z"x 1/8"L c lip el side Of SMS "ach l*x4-3/4*z 3"long it 1/8'Ill MAXIMM SPAN A 2 500 psi Conz (min,I with w#th4-WSxII2 cWhside. L Stroll S.G.oll(it needed)*nd oft WIDIN -w- It 3. 7. 6xG t0xl0 weided will fascia will 3A 3/8 big 24 cil WASK19n d.tod SGADISel irsivill 91-10, S*- 4" V-110' I'x Vic 0.040- 4'- 6- 4-- 2- 3--11- 4 POST TO CONCRETE DETAIL SELF vATING3 fBEAM CONNECTION TO SUPERGUTTER MODERJ 2-x 2's Ill 9*- 2- 0- S*- 7- 5*- 3- Z-x 2'x 0.050' SO*- 2- V-10- ?*-10' 110- 2- 5--to' 2'X VIC 0.000- It*- 11' 1. St.- 7. ?*-to' 7*- 3' 9- 2'x 3-x O.OW 121-10, 111- 1- V-11- 9 1 11*- 5- ?*-10' S, I LF MIT BE 2-x 4-x 0.120- 201- 0' 1?*- 9- tSI-11' 14*- fi- 13'- S' 12'- 0' W-SO' 20*-10- 18'-10' 1?'- 0' IS'- 4' 14'- S' 2'x S'x 0.1 s4 Is*- 9 "k N Z'x S-x 0.135' 24*- S' 22'- 11' 20'- 2- 18*- 6' 1?'- S* go,- S- 4" 0 081 wall P 2"x 7-K 0.130- 27*- 1- 24*- V 22*- V 20*- 5- 1 V- 2' 14*- 1 -x S'x 0.224' 36*- 111- 32'- 1 30'- 0' 27'- 9' 25'-Il* 24 S 2_X 9-X 0.224- 391-10- 3S*- 1- 32*- 0' W-11- 28*- 2' 26*- S' V Spol/2 Spacing/2 Spacing /2 spacing /Z 2-x 2-a Ill SO-- 6- 2- S, 61-10, 61- S- 6. 0 Gel set spacing Beem set spacing 5 a 2-x Vic 0.045- V to*- &- 91- a a -a 4-x 0.046' 111' 13*- 6' 12'- 3' It*- 4- SO*- 8' to'- a' !r SUPER GUTTER 2 2'x O'x 0.oe4- 24'- S' 22'- 11' 20*- 2- IS'- It- I?'- S" So,- s- ANGLE LOCATION FOR SUPER GUTTER REINFOR76EMENT 2'x 7'x a.*?*, 28'- 9' 2S*- 111- 23*- S" 21*- 0' 20'- 3- IS*- I' NjthiW*I0x 1/2*SMS at 6'o.c Pon roof at=hec OTE: All spans and composite panel u'll x ponell thickril 1/2* \>1 with washer and ne�o[�Sri*gasket 24"o.c pan. Cost Of Uplift 45'. Additional cable brocing teauil when screen panel !�!-4-Concrete sk� Screen roof beam orotbeom exceieft 3Wsq ft oddlitiord �l,�, ALL INFORMATION ANI 2 cabie/waillional Wow'I OF I.AWIl %2"supwl purins Do USED In ANY hi SMPIOT VALID 1017"Ot Ml� MEN F I LE 17 i2�li,4 A A. 2"vill with 1"ll --- perwrielier member u b It and :/4:1 11typ at 0 TYPICAL C4BLE r NECTION AT SLAB 0. CM /2 FERRELL at 24 o c superqAter. 2"K 2'or smb, 0 LAWRENCE E. BENNET vanes I 1� i I t vvrieS 1/2*- 2"x7" :0�1-3 N. 10 smis CIVIL ENGINEER DEVELOPMENT CONSULTANT sm b cut Cn 451 ongle conver conte PO ;3ox 4368 SOUth Doytona , FFI 321-21-4368 id- Boll C p or 5.3 for cable FASCLA Tin 2. f2 3/4' tension fastened per 12" tegOOrteMMft Phil tio (904 ) 253-9�E960 l"x 2* 1750 ID Stainless Sell Cable --- 2%2-witlil SP q., er of i d �,I' N �2_ch r,.:' DRAWN 2' -C REEN I SHEET 60 F TYPICAL CABLE COW-- TION AT CORNER FRONT WiLL, Cyr)Wr POOF, SC aJIL111",ul &f `11111 ", 11 F, 0 11 1! '_7 ; SLAB DETAILS ADDRESSING _C-ROSION NOTE Fiber lint is not 2' 'Air% mr, zoi psi coric. t9quirlt VWO mesh With, 6IL6-11)%to W:W. rmsh or fiber mesh Before typical all slabs. 3 1/2*x4 will,;11/ - slope bolts Side,WON header fender washers per Header 3-1/2" opoched to IaZxCW4 4-P"ocr%u the c 2 no.10 it, from wW 24 oc. 4.- 12 Zn -0.Oar cant I ne.,e 6 Bar cant 1%2*10.04"Opw FLAT 1;; PE/NO FOOTING MODERATE SLOPE FOOTING; STEEP SLOPE FOOT iNG bock ottoc hed to' 2%2'.2's 3 Ir !%-.Ilb hollow see span >1' 10' ,nl=w:h 6 tables heaft 0-2*/12' 2"/12 1`10' Post purion aq#j frn 24 O.C. TYPICAL SCREEN OR GLASS P.WM C�*rjod and It.P. 220 a h W/2 W/2 Side wait purfins 2 04 k attached to I x 2 hollovii open back with mint Emoting r Aiiii to Channel with 3 Aluminum pan 4 in. 10 it 11/2'=% r2 Flows wall purhn to. lox SMS with washers ip screw bosses. TYPICAL GLASS ROOM WALL NOTES-Anchor 111''R2"Open and -.gosk*ft/If of nopiren 0 25 f bock sit with t van 3 Pon 3 aluminum header Pw attached to 2' f lb.'each to root pan anchor with 3 bottom with Min �Ui Spa-- center if of won. 2 no IOxI t/2*In No ft,a X to SUS with washers per i;3, n)over. 11 "ith 11/2* 8,m= scow bosses. Solid roof (Wanton or po anchor a a Front and side balteft 10 S I k MS wittp oosftfs roft attached to CO% 2"11 1 4%2 2- 2'on center spdLqtng anchor beam and columns .;, ��,�Vw, with min 5/16'1 I I 7�il_';_1,4111,�,;�','� d colui Ond knee R.c urrin spacing set 21/4'-a npre 5/li 2 beam an -Men 2'z2"xOi to and 71" 3a4 toM ITypicol) beam with anch1dit C1103 quicit se Mas _qlary quick 90 s arliff washers. ft.,10 screw each post and 24' at 6 from each Comer door. height 0.C.max.and pow and 24'ac. Max.width.53 62 Min. slab width f[W slob an row" on" optimal coni Patm exist.or placed a min.of I wax. grade 3 /2, cowi cui slab on slab on grade. from edge of cui Z*x 2 Oh W* varies k plate bol� s I"x2"xO.O40 Koc 'A 1/7" hom from To from"I Is L17, 24' Overhi voiries 2'max. Table use larger 7A value of ANCHOW" DETAIL 2*x—beco SesTabli W/2 or W/2*O_h. lob 3 W2 min (so S 0 75"s 0 Orr cover Rqd wasolion No 10%1/2"-12"o c hex i�� USE head screws w/Counting ,J,I NO�E: Aluminum frame of wiqow odd$ See chort r on top sw0ficient strength to 2 a 2'x 0.04' 2's L W flame Alternate 3* 114**a 2*long 2 R boom MOIL slab on graft. [J�J, TYPICAL SECTION GLASS ROOM owe brccw� hgM I I'x Z' i2' log boh 21post.' Akimenum cat" VOrItS no ni L(Elow.slab or an graft.) win" -Sohd roof:Structural or Pon. .12"x 3"x 3105 H 14 RISER PANEL WITH IN—R)LATION AND COVER 4 6 Aluminum sheeting both sii�jj 0,024"Wall th-Citness T ypti screened pollic,with metal pan root. Typoical from f ains minimum. If required opt.odd 2 x 2 10.04'hecaer not regured if ccalecting windowlorectly to header- All spons or*ince based on wind food 12M of SBC M.46/,89 Row NOTES instion rigid board foom insulation into aluminum mot pan Window fr0M11 con ottoch do ec! ly to heodev Cover insulobon with 019"protector poni overtopping se(Mr. 3/4' Kick plate U-bead around sheeting 1/8"x 2-1/2 or 3'roll 2"x extrusion NOTE.Self sapping n9ch ry a to se urre oi iii ";::;!Cet Insulabort Pi shot I be closed with olurni end c p C f d Sx 1/2"SMS 3/4' 16"on center. per span table. olmwie ed hex head screwis insulation placement and to discouroge the nesting of w0life 00,Vd/ or inseCts. OSMS for SVS/vrosh. SMS 3-11/2'ni accvIstabie*111. lox into screw slots. ey r with washers Proctector panel will be secured by no 10 1'stainless steel Set sheet 2 ulon into truts butts screws with 7/16- head wasners vtny'.a,glass window install per monfocturers spec; 2"s extrusion for tables. and no lox per span table 3/4'SMS Screws pattern shall be a 12"on of I perimeters and 24'M Caviwactor between truss center field an each panel 3-1 /2 r*..IOSMS "I verity butts of 12" into screws slots the corstruc- a c Anchor pon, Alurnwitim end COP will be ortoctied with 3 ft 8-1/2"zlointe% Alurrrnum sheeting or vinyl on both slOeS foam tions of the to With steel screws interim optional U bead and anchor some Min,3 1/2'concr mobile home LOX SMS .... .. .05 no I slab with 6 xS-10 above. Aluminum sheeting Shp 6 10 a to be at 6 a C and top &&A 11 be 0.02 Seat all screws heads with butyi rubber Caulking cc AL WWM.or fiber mesh attached to of pan ridge. GO—ASS OR SCREEN ROOMI POST TO CONNECTION TO EXISTING NOTE Contractor shall OrpvtOe werificCitar that the BASE AND POST TO BEAM DETAIL has Wfucture G structuolly coni to ALL INFORPIATION AUD D1 MOBILE HOME the structure shown(Moie home or converi Pliefism or LAWJ1 ttonal constructional I OR USED to Any MANNZR 9 P VALID WITNOVT I I or A MATM FILE COPY BE 3 12 concrete slab 6x6-IOxI0 WWF Aluminum attachment -IM or fiber mesh concrete x 2*or 2"z 3"or 2"SM-8 Post. ki W,13-1/2" Min 2'x Z* 1/9 angle each side attach to past and cam.according to saitcluls. LAWRENCE E. BE"' NNET Vrw" vow barrier under Slab& having NOTE No footing required except when structure (to". ground around structure CS shown adjacent. *0 compacted clean fin over socii CIVIL ENGINEER DEVELOPMENT CONSULTANT :1 Ji 7- notural sod Stu:,--. where PO Box 4366 South Daytona , F-711 321921-4368 I*xz"O.B. ovoliob* Concrete filled block stern wall. Phone no. (904 ) 253-9!i�60 rill R 2 op----' .:60_7-C�h C ", lint /7_ re 6*lL 12"concrete footing with I n-.!S 4� conit. locate on undisturbed notutof—1. SEkG -IOxIO 2500 Is s.i. cone min with 6x6 welded w.m or fiber mesh concrete DRAWN ALTERNATE LIT ILITY SHED RAISED PATIO FOOTING SHEET 4 1 �!� I�1�d.i 1,, FRAMING POST TO CONCRETE DETAIL LWB 21 J J, -rw'rt" nm1rATQcTORI EXIS C3 C: 0 Q WEST SOUTH < 00 ES TO MATCH EXIS2ING C3 0 rEtvca E 3 R CU IC tity of Atlantic BuIlding and Z; e� qi W� Itryp 2x6 P.T. BANDS --INSULATED WINDOWS STUCCO TOMATCH STUCCO TO MATCH EXISTING --------------------- 0 t4G "MilIT R-ii.i i;AOR'Elm U�pj t MR ............ FLOOR PLAN' EXISTING RESIDENCE W-10 41 ji� EXISTING PATIO 181 AT: NEW SLAB ,14 ;14 T 4;t ft -6v FIT 7Qi, N ----1 2 1 "Alt irvi irm rm - 4 If a Office of Building Offici I if REQUEST FOR INSPE ION vi 970 1? Permit No. DaAw A.M. Tiffl"te P.M. Re _qeived if q Job d cality 4 owner's ac N.Fe f ELECT PWMBING MECHANICAL f BLUILDING CONCRET F- Footing 0 Rough Wiring 0 Rough El Air Cond. & Fr�Rming IRoofing 11 Stab 0 Temp Pole C Top Out El Heating Re U1 Sewer F] Fire Place El Lintel 0 Final WI IngLVIation Pre Fab READY FOR INSPECTION A.M. Vl� if Tues. Wed. Thurs. Friday f ffict I rION /" PE 'At D A.M. if Ingipection Made Inspection F.1 f ir��ipector Certificate of Occupancy if L) 4 t�tx fit �a EXISTING RESIDZRCE W FOUNDATION PLAN �i-4- Ilk 4J IN t TO A lid MONO SUB TO e''::4, Wl� 4 f R li T I t do -3" CAP ON EX STI PATIO �4 it NEW ft AB USING 3.1 it j IF MER mEsH cob VAPOR MEMI TYPICAL HXADRR F&MING DRTAIL t Tt J 4, IF 4ii' wag an I"UP 0% Now FOOTING TYD 16 X1 2 amm 4 07 41 1 11 T5 j I IT 15 , TIA 1 1- IM low 0 qj� i too s, Am -AL M-F-7 Qi�1:;�qw- - to vw ft" gd.ag .2. Fun,a 40 Z6. M7 CABLE END BRACING DOTAIL �i,p,,, To A' lu� W us jjil�jjj&, X� L'Llmus-Mull jl� 2X8 RIDGE ..2X-6 RAFTERS OSB SHEATING #30 FELT DRY IN OLLAR TIES NAILED 4 #12 d 12 5 TIC R-19 INSULATION Xl HE ERSWITH TW HURRC. CLIPS EA TE D YWALL R HEADERS Dows AND Ibb- BEp TO COb TO C bE USING SIP 4 ' 8 STUCCO, 12� 32" 2X4 PT 611 ANMOR BOLTS 2 ..,.L�AEBAR TYP 41P, 12" 61' 6 Pi 6L) 62 P R, n ��,�1, ik T-1 toe rj�, ROM P sowu cww 4PS I Ij Cl kv6C.&q W&Y 6=6 cmw*41c�-rTLjL Tf— Is lit I'M P--Cb7 'IT A look I- a ON iwft!� A if if f", If SURVEY OF SHOrNG BOUNDARY MAP IM Ono c AS SHOWN ON MAP OF oil BLOCK f! LOT If 44 2Ii gl� PUBLIC RECORDS OF DUVAL CO., FLA. t; AGES _N_.r'_My0F THE CURA OK __#_7__ o S RECORDED IN PLAT MO A '4 e- Fort: EON tRE BASED ON tRE ABOVE MENTIONEtJ I BEARING- OATZ(Ae air lI --el-s 5d) AA10 III ro IvA mqAI Q-1,90-6 711 rAI&6 Ar if 4' kv 6" qf pit If �I gIrlolry &,4.r&4,14r*,r 3.7w m IN t�i: x 1-4 �q r all If, 2.SMAY sAlerd Al . 00 OW It IJ % 'p; /0 Iv AM00 if 'T if if if 0 avi J, j H'i J� j -44 (IF 17 fq� 4', Ae4 ok, -A, it 1; it R�: a.4' C f *4(/. V4 /Z4 tl al t A.I it iA rep) so M se 7 ll?OAI<Alo Ir" y a, 7- .7-0 it THE�INIIIJIUM LEGEND: D UNDER MY RESPONSIBLE DIRECTION,MEETI EREBY CERTIFY THAIT THIS SURVEY.PERFORME co"CrAl's mo RATIVE CODE I H 21 HH 6,FLA.ADMINISTI WARDS FOR LLAAND SURVEYORS IN ACCORDANCE WTH CHAPTER CH- TECHNICAL STA Ila-room WAN or.FLORICIA STATUTES).AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROA (PURSUANT TO SECTION 47 2 EXCEPT AS SHOWN ON ThiS SURVEY. 0 111"WT00 MENTS UPON THE SUBJ ECT pVOPERTY way"c"m um f cal"I's"MR" FLO p CEgrjELGATjL 7WE LOT SHOWN HEREON IS IN FLOOD AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON ANDASSOCIATES, INC. j ZONE 1"3 UALDO Avg. JACKSO"VILLE,FLA 32207 —RIM' 19 . DATED .4-11- A ARC MIANCII NO 112075' MAP, COMMUNITY,,PANEL CHOW 91 it p.C. poW OF CUMATUM P.T. PON or movem No.SjF,4/ FLA. A.C. POWT or SURVEYED . 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