The URL can be used to link to this page

Home My WebLink About98-7549 BUILDING PERMIT ,s - . 00 CITY OF ZEPHYRHILLS (813) 788-6611 Permit 7549 J3 Date .3 -3-?JV ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: ~ Energy Code: DescriPtion of Work ~ _4.~~... FINAL C,O, _2J5-q~ DATE NO OCCUPANCY BEFORE C,O, Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE City License Registration # State Certified License# P~rmit Fee~ Signature , Company Address Telephone# Valuation or Contract Price --J; 7-5". d~ ./ BUILDING ELECTRICAL ~:~ su3'Jff~~:~~ Lintel Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Meter Final PLUMBING MECHANICAL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. 11111111111111111111111111111111111111111111I11111 98024193 S tat e 0 f I~ () /L--( 0 A- NOTICE OF COMMENCEMENT County of Y A 5c 0 TUE UNDERSIGNED hereby gives notice that improvement will be made to c3rlain r~.:ll property, and in accordance with Chapter 713, Florida Statutes, the follo..../ing infonilation is provided in this Not'ice of CommenC(~lIIcIJl:: 1 , Oeser iption of Property: Parcel No. ~- 2-10- 2 ( - ana -00 /00-. 28' 3ete, i-A1IJl..6L. \/f+U-/~Y.'i' 13t-vf), -( Legal description of the property and street address if available) 2 . General Descript ion of Improvement AI- (/ /J1 (/lJU/Yl f A-C/c.A-(;./~ 1 -' . Rcpt: 219890 Rec: DS: 0.00 IT: 03/03/98 O\-/Oer Information: Name J::fLAtJlc {OPE. 1-f+fVO (/ L-VP !\ddress 50 I~ LjtVUL \/A-~l( 6city 2 -H( LL S 6.00 0.00 Dpt Y Clerk State t::-L ( Interest in Property: gj~0~}JlM~~~3~ASCO COUNTY CLERK--- OR BK 3SC],.O p. 1 of 1 ~ PG 1234 Name of Fee Simple Titleholder: (If other th9n owner) City Stute Address ":1:. Contractor: Nume 1J ~ II C erV >'ffilJCT( o-n../ Acldres s Ill/tit( SrJl?/tr~ s., R. s. Surety: N.:lme of CtE/l/ItU'K f~L City !5flooJ:>VtU/[" S ta te/::'( , . S '-16/'1 City StaLe Address Amount of Bond: S 6. Lender: Name City Stute Address 7 , Persons wi thi.n the S ta te'- of Florida notices or other documents may be 713,13(1)(a)(7), Florida Statutes: designated by Owner- upon .../hc:r, served as provided by Section tlClme City Stute Address 8. In addi tion to hirnsel f, Owner designa tes of to receive a copy of t!lc! Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes, '). fxpirnt..lun dftt.e of Not.lee of Commencement (t.he explratic1n d::H.e l:3 1 re~l:- fr~m the date of recording unless a different date is speclfied.) Si.(J'1a~u.re of owner:'IJ~'i)~ . . ,fIl4-tJI'. D. CLJ'r;uttJ~ owtJ~1L SviOrn ,to and sllbscr lbed ,before me thl.s ~ day of 19 Cj{ iii f}-(lc (f 1Su<r /l f2J};~(? lJul.:J.ry Public: [-1/ l:::orrr,Olj ssion Expires: BRUCE A. AS8EL Nctery Public, S18te of Florida '" My Comm. expires June 22. 1998 APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ci <'\/~ rr"r ~6;) # 10" Y OWNER'S NAKE (Yl f-J- Sti ~T (C. nit k.. <; PHONE OWNER'S ADDR&SS JOB ADDRESS J r/9 ~A-ru~ '- V 14-U-(~'-( Y; /-VI) LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I.D.' '1-'(- r 2-~ - U -OO()O- 00/00 - 2.8' (OBTAIN FROK PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition _A1teration _Repair _Install _Sign ---"ove _Deaolish /.-0 -( v6 PROPOSED USE: _Single F8Ilily _KIF _' of Units _K/H _ec-ercial _Indust. _Swim. Pool _Other _Restaurant 5: Healt:h Departaent Approval DESCRIPTION OF WORK: C;c..-~--CtJ f/...()(HVl, (' J'Wl,f () ~ -r, r , U - /l-txJnA BUILDING SIZE: x Square Feet, Height RESIDENTIAL: ooKKERCIAL : ATTACH (2) PLOT PLANS 5: (2) SETS OF BUILDING PLANS'" (1'\ ..-~ ENERGY FORKS. ATTACH (3) SETS OF BUILDTNl: DT u.... - . PROPERTY SURVEY REQUIRED I "7s..~ ,.- ~('0 ~QjLt '-~ + \ _BUILDING $ S760,O{) _ELEC'l'RICAL AMP Service 30 tp ~~oA _W.R.E.C. ----1IECllAlUCAL $ , .- _PLUKBING GAS '~1~ s' ~ TYPE OF CONSTRUCTION: _B1ock _F r FIRISHED FLOOR ELEVATIONS: FT . NO ***************~ CONTRACTOR SECTION BUILDER ~ COKP ~ ~ JC(joJ t! State Cert. or Regist.' C() Signature City License Registration . ****************************************** RT .RCTRICIAN COMPANY State Cert. or Regist. . SianAture City License Registration . ****************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** MECHANICAL COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** OTRRR COMPANY State Cert. or Regist. t Signature City License Registration f ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. . CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assnaes responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requireaents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtberlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for whicb tbey will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes fOU to sign as contractor that lay be an indication tbat he is not properly licensed and is not entitled to perlitting priVileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES , ~' , D. CONSTRUCTION LIEN L~W (ClffiPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law _ HOJeOIDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsOler Affairs. If tbe applicant is SOleone other than the "owner", I certify that 1 have obtained a copy of the above described doculent and prolise in good faith to deliver it to the "owner" prior to co..enceaent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, laning, and land developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation bas cOllenced prior to issuance of a perlit and that all work will be perfoCled to teet standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of otber governaental agencies lay apply to the intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: · Deparllent of EnviroDJental Regulation - Cypress Baybeads, Vetland Areas and EnviroDlentally Sensitive Lands, Vater/Vastewater Treatlent · Southwest Florida Vater Hanageaent District - Wells, Cypress Bayheads, Wetland Areas, Altering Vatercourses · ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways · Departlent of Health & Rehabilitative Services, EnviroDlental Healtb Unit - VeIls, Vastewater Treablent, Septic Tanks · US EnviroDlental Protection Agency - Asbestos abateaent I also certify tbat, if fIll laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "colpensating volnae" will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official lrOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perJit issued shall beCOle invalid unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if wort authorized bf the per.it is suspended or abandoned for a period of six IOnths after the tite the work is COIIenced. One 90 day eltension of tile, I8f be allowed for the perlit with fee cbarge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. VARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCKHKlfI HAY RKSULT IN YOUR PAYING f1fICK FOR IHPROVRllDrS TO YOUR PROPERTY. IF YOU IlfIKND TO OBTAIH FINANCING, CONSULT VITH YOUR LENDER OR AN ATTORIEY BEFORE RECORDING YOUR KorICI OF COKKRNCRHRNT. JOBS UNDRR $2,500 IN VALUR DO NOT NERD TO RRCORD AND POST A "NOTICR OF COHKEHCKMKNI". H ~ ~ q.L- )::L~-e ~ ~IiR: OWNRR R AGR SIGH8liRR: CON RACTOR . I STATR OF FLORIDAo COUlfIY OF r Ax 0 The foregoing instrument before me this 2- - '2.-- 7 not STATR OF FLORID~ COUNTY OF . A Sc () The foregoing instrument was ac~wledged before me this J..-- 2- L ,19 fo by fli:tuD~'i who is personally produced as identification and who did/did not ~t~ ~ IWuJL (SYf~)A- ( It Sf3fiL (Name Typed, Printed or Stamped) NOTARY PUBLIC ktV~ known to me or who bas was acknowledged , 19~ by k IV J-vvL.; known to me or who has .p Ii/Ih {) t..f t:}- L0 10.{ who is personally produced as identification and who did/did tak~ oath. . o.J..u.Q. (S1 . at~:, f}Sr';;>G L-- (Name Typed, Printed or Stamped) NOTARY PUBLIC SRuce A. ASSEt. f\k;tary Public, State of Florida MV (: ,..nun, expirt';S JUriS' 1$398 Comm. tile. C~:1i~tt2.7;t: It\,~ I'l, ~~!:t F ~. ~/fY C~2':;;;~:j), N:.~~c!:'\'SI'~.,:" L / 1 f '10 I ,. {! \r\ , .. ~.~ 10 III ~ ~ eo...... r- &> ~)+- /2 ~ ~~~. Il\~ ~~ ~~ ~ "<:. \ ~~\~ ~/ ~~~, 11'1 o.t::;. "'\.1\" V, .~\~ N. ~-;~ / ~ ~. ;.;~" ~\'\~ 7~ ~ .~~~ ~~ 'v\ '" _ ~I:}, ~ "0 \1);",Cl \:)~ ~ ~~~1 ~'\ \' ~~;:,; '\ / C' ~\ ~~~ 72 ]' I V\~ J (( ~ ~ -7& - ~ ~\ {, - ~~ ~ / ~~~ jg ~ ;~I '-... '" r'\ '~,~ '-...:. (:It<: ~ ~ ~ ~~~ \))~ " 'k........ '"'" ~' ~ 11'\ No ~ "\$' ~~ ~~~'x.~ '::'Y~ ~11\' ;20 ...... '" ~ ~() \).~ ~~ ~~~~ t, I't\~ ~'-n ~~~ ~~ ~~. 'i t ~ >/ ~~ ~"'\ / k 1-/0 LcT ./~ 1Ajc5 (t'c Olt k5 ;1, SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads Industry Standard Products 3105 H-28 Aluminum Alloy Wind ~~gion 102 M,P.H. 110 M.P.H, LI1 _' 125 M.P.H. 140 M.P.H. 3" x 12" x 0,026" Panels . -. .. Operdfu-ildings--.---~=__='-~_-::=~'--'--------' Enclosed Buildings Applied i Overhan Condition ,Wind I Applied L-.9ve[.Il~.9.tonc:!ltio_n L.Clil,d~IioNE -0" 3'.0" 4'-0": Region I Load · NONE- 1'.0" 2'-0" 3'_0" 4'-0" 17 . 1,6'-! 1",j_1.7-'-1'~L 17~~?,"_.ur~!]~~~~~- 102 M.P.H, J-_~___1tt!1"Jf3':2;': {);-7';' 14'~;' 15':3" 20 . 15:.--8..-"-.L1.~.--9-",~.16'-~'~L!6~.-~:1 !I..'~?'~"-.. 110 M.P.H. ____~_.-n~.. .:.1.1'-10",11"11", 12'-6" 13'-3", 14'-3" 23 ,14'.7"', !~'~~': !'Ian +]?':~q 1~':~",.. . 120 M.P.H. ___~ __" ~1 .1.0'-11 ", 11 '-1" , 11'-8" . 12'-6" ; 13'.6" 26 .1 r...9~ill':!q", 1_4':3~ l,~:1!'l15'-_1,r,l.' .125 M.P.H. ._,____~__ +!g'-.?"~ 1 0'-7" , 11 '.2" , 12'-0"j 13',2" 32 . 1~'~''..L~:-~'~J..:I1'-,!1''l.13'-9'' : 14'-~"_L 140 M.P,H. l___~.__9-'-4-" _ 9'.7" , 10'-2" 11'-1:' _ 12'-4" Wind Region 1 02 M,P,H. 110 M.P.H, 120 M.P.H. 125 M.P.H. 140 M.PH. 3" x 12" x 0.032" Panels Q.Qerr_f3ulidTngs_ _____ __ _ ___ Enclosed}3j.JjJgiD..9.~ Applied . .Q'[E~.rb!Il9.~Cl,.nditio!L-Wind- 1 Applied _ ,___Q'!~rh'!ng, Con~:Htiofl _ Load NONE: 1'-0" 2'.0" l 3'-0" l~'.o", Region -+-J-.9~g J_NC?~E. 1'-0" : 2'-0" 3'-0", 4'-0" 17 19'-4" 19'.5" 19'-9", 20"3'f20'-11"I 102 M.P.H. 29 ,14'-10"'14'-11"115'-4" 15'-11" 16'-10" 20 , 17'.10"+-'-"'--11" t 18'-3" j 18'=-10" 19'-6"; - 110 M.P.H'- -Ju35.., t-f3-;.6~i 13'-7': : 14;-1" ' 14'-9" J 15'.8" 23 "16'.7"'+ _~-9-"~ 1?'-1" r 17~8" ~:-~:~r 120 M.P:-t{, 1.--4]'; 1]'~~"r 1?,.7": 13'.1"~ 13'.10"~14"10" 26 15'-7" r 15'=-9"116'-2" ~ 16'.9" 17'-7" I 125 M.P.H. 45 11'-11" 12'.1" . 12'-6" 13'-4" 14'-4" 32 14':-1"T1'4-.3',-I-14;::8"-['15'.4;' J !~'.2"t__140M~~:!i,--:__.?6 '{6"8":10"1O'" 11'.4" 12'.3": 13'-4" Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P.E. C1Yl. ENG#EER - DEVS..0PIt.ENT CONSLt. T ANT p,o, BOX 04368, SOIJ1li DAYTONA. FL 32121 T'El..EPHC>N: (9Q.4) 767- 4 T7 4 FAX (904) 767-6556 SEAL @ COPYRIGHT 1997 NOT TO BE REPROCllX:ED '" WHOLE OR '" PART WITl-tOUT Tl-E WRfITEN PERMISSION OF LAWRENCE E. BaH:TT, P.E. PAGE 117 SOLID ROOF PANEL PRODUCTS SECTION 7 -~~ '< , ~ ' ..' - - ~ ,,". ~ EXISTING TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) #8 x 9/16" S.MS. (3) PER PAN AND (1) AT RISER #10 x 1-1/2' SMS. (1) PER RAFTER OR TRUSS TAil. #10 x 3/4' SMS, AT 12" ON CENTER ROOF PANEL #8 x 9/16' S.MS, (3) PER PAN AND (1) AT RISER EXISTING FASCIA AL TERNA TE CONNECTION: #8 x 1-1/4' SCREWS (3) PER PAN INTO FASCIA THROUGH PAN BOXED END / '~ HEADER (SEE NOTE BELOW) FOR MASONRY USE 1/4' x 1-V4' TAP-CON ANCHOR OR EQUAL AT 24' ON CENTER FOR WOOD USE #10 x 1-1/2' SMS, OR WOOD SCREWS AT 12' ON CENTER #8 x 9/16' S.MS, (3) PER PAN AND (1) PER RISER ROOF PANEL EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO W ALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WfTH 1/2' WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND TI-E PAN, PAN RIBS SHALL RECEIVE (1) EACH #8 x V2' SCREW EACH. THE PANS MAYBE ANCHORED T~OUGH BOXED PAN WITH (3) EACH #8 x l' OF THE ABOVE SCREW TYPES AND TI-f ABOVE SPECIFED RIB SCREW. Lawrence E. Bennett, P.E. ctVL ENGIoEER - DEVELOPM:NT CONSU.. TANT P.O, BOX 4368, SOUlli DAYTONA, F1. 3Z121 TELEPHO/IE (904) 767-4n4 FAX (9~) 767-6556 SEAL PAGE @ COPYRIGHT 1997 NOT TO BE REPROOUCED III WHOLE OR III PART WITHOUT TIE WRTTEN PERMISSION OF LAWRENCE E. BE/'ootoETT, PE. 111 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self-Mating Extrusions Aluminum Alloy 6063 T-6 ! 36" ! """'.-------- 1'-10" x x. 50" ..-------t 10'-5" : - - ---+ I 2" x" 50" 111 '-3" ! 10'-5" i 9'-9" I - ~_1-1;:'g.; I ~0'-1~' - 0'- " Extrusions Load Width = Post/Upright Spacing 42" ~ 60" i 66" I 72" I 78" I 84" Allowable Height "H" [Span] 6'-10" 6'-1" 5'-10" 5'-7" 5'-4" 8'-1" 1'-9" 1'-5" 1'-1" 8'-9" 8'-4" I 1'-11" ,1'-8" 1'-4" I 9'-1" 8'-8" 8'-4" rj;~-1"1';r-7'-8'~-'-7'=S';' . .------.--------~.+----..-----. 0-- _. . L1_~~l"_L!~..::~'lJ2'-2"J_~J'-6" 11q::!!, 10'~~-11"_"__9'~7~, 9'-2". 8~-11"_ .. Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate. -.-------.T-.-- Hollow Sections 90" Snap Sections -, --.---------------- .____.__n______, I Load Width = Post/Upright Spacing J rn-j6" ]-42''--[~ 54" I 60" I 66" I 72" L?8"_r84~'-[-90.;- I r Allowable Height "H" [Span] i : 9'-3'; 1-8~~7" --8;~-O" 1'-7" 1'-2" 6'-10" I 6'_6" I 6'-3" r6'~1;;-~~1n();,! t-12;::2,,-n 1'-3" 10'_6" 9'-11" 9'-5" 8'-11" 8'-7'" 8'-3"- t-7-;-11"~T~8;;--~ -----+-----.-- 1----.,,---- 'n.. 15'-3" I 14'-1" 13'-3" 12'-5" 11'-10" 11'-3" 10'-9" i 10'-4" 9'.11" 9'-8" --L-____ 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045" -. ----.----- ---~._---_._-~_.__._---,----_._--- Self-Mating Sections 2" x 4" X 0,055" x 0.12" 2" x 6" x 0.055" x 0.12" 2" x 7" x 0.062" x 0.12" 2" x 8" x 0.072" X 0.224" 2" x 9" x 0.070" x 0.224" Notes: Glass Rooms; The addition of aluminum frame windows with glass panes that are designed to 110 M.P,H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required Using screen panel width "W" (See typical glass room drawing,), select upright required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P,E. avL ENG#EER - DEVEl..OPMENT COHSU. T ANT p,o, BOX ~, SOUTH DAYTONA, FL 321Z1 'TEl..EPHClN: (9Ool) 787- 4 n 4 FAX (9Ool) 787-8658 SEAL @ COPYRIGHT 1997 NOT TO BE REPROOlJCa) N WHOlE OA N . PART wrT1iOlJT TlE WRrTTEN PERI.ISSlON OF LAWRENCE E. BENIETT, P.E. PAGE 75 SECTION 3 EDGE BEAM r x 2' x 0,044' OPEN BACK ATTAC~ TO FRONT POST WJTI-l #10 X 2' SMS, MAX, 6' FROM '(:ACH PURLN AND 24" O.C, FRONT WALL PLf1L1N CO~OSITE ROOF PANELS: (4) 1/4' X 4' LAG BOL.TS WITH WITH }. 11 4' FENDER WASHERS PER 4'-0' PANEL ACROSS THE FRONT AND 24' O,C, ALONG SOES (WALK-ON) 2' X 2' OR 2' X 3' HOLLOW SEE SPAN TABLE HEADER CHAFl RAL AND KICK PLATE 2' X 2' X 0,044' HOLLOW RAIL POST ATTACHED TO BOTTOM WITH Mr-l, (2) #10 X 1-112' S.MS. N SCREW BOSSES SCREEN, VINYL & GLASS ROOMS o I "7 .. L, o EXlSTNG SLAB MA Y BE USED F ____________ N GOOD CONDITION AND APPROVED BY Tt-E BUIlDING OFFICIAL (1) HI.. Tl 1/2' X 3-1/2' KBR- BOL TS APPROVED FOR 665# . UPLFT WITH STD PLATED CUT STEEL WASHER (1) 3/8' BOLT FOR 3' POST (2) 3/8' BOLTS FOR 3' X 4' POST Lawrence E. Bennett, P.E. CtVl. ENGH:ER - DEVEL~ CONSU.TANT P.O. BOX 04368, SOUTH DAYTONA, FL 32121 TEl.EPHQIIE (9004) 767-4T74 FAX (904) 767-6556 SEAL PAGE SIDE WALL HEADER A TT ACHED TO l' X 2' x 0,044' OPEN BACK WITH MN. (2)#10 x }'1/2' S,M.S, SIDE WALL PURLlNS ATTACHED TO 1" x 2' x 0.044' OPEN BACK WITH MN (2) #10 x 1-112' S.M.S, IN SCREW BOSSES SIDE WALL PURLlNS ATTACHED TO l' x 2" x 0.044' OPEN BACK WITH MN. (2) #10 x 1-1/2' S,M.S, IN SCREW BOSSES FRONT AND SIDE BOTTOM RALS ATTACHED TO CONCRETE WITH 1/4' x 2-1/4' MASONRY QUICK SET AT 6' FROM EACH POST AND 24' ON CENTER MAX. AND WALLS A MIN. l' FROM EDGE OF CONCRETE RISER PANELS: (3) #8 X 1/2' S,M.S. PER 12' PANEL HEADER ATTACHED TO POST WITH MN. (2) #10 X 1-1/2' S.M.S. IN SCREW BOSSES 2' x 2", 2" x 3' OR 3. x 2' HOLLOW SEE SPAN TABLES FOR SNAP EXTRUSIONS CHAIR RAIL.. ATTACHED TO POST WITH MIN, (2) #10 x 1-1/2' SMS, N SCREW BOSSES 1'x2'xO,044' OPEN BACK BOTTOM RAIL.. 1/4" x 2-1/4" MASONRY ANCHOR @ e. FROM EACH POST AND 24' O.C. MAX. 66 @ COPYRIGHT 1997 NOT TO BE REPROOUCEON WHOLE OR N PART WlTHOl1T TIE WRITTEN PERMSSlON OF LAWRENCe E BENNETT, P.E SCREEN, VINYL & GLASS ROOMS ANCHOR l' x 2' xO,044" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24' O.C, MAX, ~. 3-112' SLAB 2500 PSI CONC, 6x6-10x10 W.wM, OR FElER MESH " SECTION 3 HEADER BEAM (2) #10 x 1" SI-EET METAL SCREW MO SCREW SLOTS l' x 2' EXTRUSION 1-1/8' MN. IN CONCRETE V APOR BARRIER UNDER CONCRETE 2' x 2' OR 2' x 3' OR 2" 5MB POST ANCHOR l' x 2' x 0.044' PLATE TO CONCRETE WITH 1/4' x 2-112" CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AT 24' O,C. MAX. OR THROUGH ANGLE AT 24" O,C, MAX, Mtol, 3-112' SLAB 2500 PSI CONC. 6x6-10x10 W.w,M. OR FIBER MESH (4) #10 x 1/2' S.M.S, EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE 2' x 2' x 1/8' ANGlE EACH SDE ATTACH TO POST AND CONCRETE A T LOAD BEARING WALL WITH (2) #10 x 1/2' S,M.S. EACH SOE l' x 2' EXTRUSION 1-1/8' MN IN CONCRETE V APOR BARRIER , " ".. t ~,., "''i'...- '! ~.. ~ ~" f#~ 0 _ _ ~ -', 11 ... ~,,;<; "'-1. ~1. w> <!" ..f, ~ it f ~ ".d '" '" I > <"...", ~ ~ ~ ~ '" ~ _ ' , o. $l;i> ~~'" ".,f; ,~~;(''' .t."l , o 0 o 0 --- Lawrence E. Bennett, P.E. CIVl. ENG#EER - DEVaOPAENT CONSU. TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHOIoE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART Wffi'tOUT 1lt: WRITTEN PERMISSION OF LAWRENCE E, BE/ItoETT, P.E. / / 65 SCREEN, VINYL & GLASS ROOMS SECTION 3 SElECT EDGE BEAM TABLE 3.1 ROOF ~ ~ ~.. ----" 3-1/2' SLAB ON GRADE OR RAISED FOOTING LW FOR MAX. UPRIGHT LENGTH 1" x 2' V ARES NO MAX. (ELEV, SLAB OR ON GRADE) J: ---'>< . j' ',' TYPICAL GLASS ROOM WITH SOLJD ROOF, TYPICAL FRONT VIEW FRAMNG " (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) AL TERNA TE CONNECTION AT FASCIA ALLOWED SEE SECTION 7 FOR DET ALS SOLID ROOF LOAD WDTH FOR ROOF PANElS G= ~~2+ P/2 SIZE BEAM AND COLlJ.1NS PER TABLES J 0.1-1. EXISTNG STRUCTLflE P . PRO..eCTlON FROM BLDG. L W . LOAD WDTH VARES L P VARIES ---l , . .\ '" "'f.\ f::'6~~' I ~ ,,1-,;. ,p....' NOTES: ANCHOR l' x 2' OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHN 6" OF UPRiG(HT ANCHOR l' x 2' TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH WASHERS 2'-0' ON CENTER, ANCHOR BEAM AND COLUMN NrERNALL Y OR WTH ANCHOR CLIPS AND #10 SCREWS AND W ASt-ERS, MNIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-1/2' CONCRETE. SELECT FRONT WALL BEAM FROM TABLE USNG LARGER "A' VALUE OF P/2 OR P/2 + 0.1-1. 'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM. Lawrence E. Bennett, P.E. avL ENG#EER - DEVE1...~ CONSU.. rANT P.O, BOX 4368, sourn DAYTONA. FL 32121 TaEPHOIoE (904) 767-4n4 FAX (904) .767-6558 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODUCED to! WHOLE OR to! PART WffiiOUT 1l-E WRITTEN PERMISSION OF LAW'RENCE E, 6EN'ETI, P.E. PAGE 63 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Size . 2" x 3" Hollow fnt" ----.-- ----.-. ..- 2~_X~4" H~Ir~_'iTlIfor 2" x 4" x ,050" Hollow ~'_~_" xQ.055" x 0..120" Self Mating Beam 2" x 7" x 0.062" x 0.120" Self Matin Beam - --.-------- 2:'. x. 8" x .Q:072':~...Q~224" Self Mating Beam 2~'_!.9'o x Q~072" x 0.224" Self Mating Beam _~'~9" x 0.072" x 0.310" Self Mating Beam 3"x 3"x 0.060" Scalloped I I 3" x 3~' X 0,093"--'--'---1-..-- 3 .---+----- 3" x 3" x 0,093" 3 : 3" x 3" x 0,125" - ---t----- 4---' - 13"x3i'xO,125" ...L_. 4~U 2 2 3 3 Table 2,4: Isolated Footings - Maximum Roof Area for Carport Posts Wind Zone = 102 MPH : 110 MPH -- -- --------.-.. -- -....._.__._----~ Applied Load =. .__1?_~Sq. F~ 20 #/Sq, Ft, 120 MPH 125 MPH 23 t!/~9:B~~_~~~!Sq,_!f 140 MPH 32 #/Sq. Ft. ---..----.----. --------.--~.._.-.._--- Isolated Footing Dimensions" Maximum Attributable Roof Area in Square Feet ,--~~~~~-~~~:: ~~~~:: I 30 ! 26 i 22 ~ 20 ---==___~_€f-~..'- T~:; :r-r:-~:~;,~:{JoJ-- 1~~--t-.i~ in ~~-- -':-:~-:-- 1'.8" X 1'.8" X :Z'~6'-'+ ~- f50-.------;------127---i----fH----'---.---9S---- 80 2'-0" X 2'-0" X 2'-O;,n~-~155----~---132------+----.-f15----.-+----,_cj2"-- 83 --.. _._..__~.o..__. _ -.-.. , ~------- ---.- ---~---.- ____I -_.- 2'-0" X 2'-0" X 2'-6" 194 I 165 143 127; 103 2'-6"x 2'--6"x2'-6"- -- 270 230 200 177~----:-----144 ~2;-6;-;-~ 2'-6;' X 3'.0" 324 276 240 212 I 172 "Note: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth), Dimensions----n -Maxim-urn Attributibh3'Roof Anialn-Square-Feet 1'-4" x 1'-4" X 2'-4" +-1.()2_-~~_J_____~?___~=~}6 ___I-67__~- ,- 54 Pre-cast footing block (16"x16"x4") 24" below grade with 80# bag pre-mix concrete & backfilled to grade. Lawrence E. Bennett, P,E. CtVL EHG#EER - DEV8...OPMENT COHSU.. TANT P,O. BOX ~. SOUTH DAYTONA, FL 32121 lE....EPHQIoE (llO4) 787- 4 n 4 FAX (llO4) 787-6668 SEAL PAGE 54 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART WrTHOIJT Tlt: WRITTEN PERtwISSlON OF LAWRENCE E. BEJII'oETT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post fo'r Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Alumfnurrd)ost ,___f02HrvU')H~~'-'-ffo-MPH 1 120MPH ~~.l~~MfJl-i _. 140 MPH _ !! #/Sq._ Ft._L20 #/S~_ Ft. l1.! #/Sq. FJ-,-...1.. 26 #!~.9. Ft: ,32 #/Sq. Ft. o_~lIowable _Roof Are~'!...Square F~~tJ~L'v'a_ri_ous Loads on Post 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Sn'!p Extrusion;-Aluminum Alloy 6063 T-6 2,064121 ~-- -103-H-~_,U- - 90 --- -- 79 65 1,548 91 77 67 60 48 1,204 71- 50 52 46 38 903 '__~_53 ____ ,--45-'_i___L-__~--3~_~~~~__, 35 28 Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or _+_~_x 3" x O.~" Snap Extrusion; - Aluminum Al!.ol' 6_0~3 T-6 ~~~~~-- - ~---'-~~}-'--f--u-, ~~~----+---+~~-- ----+ .1g0i ~~ 1,596 - ----94---l--nu-------so------------ 69----'- - -61 50 1,19170 -- --60 52, 46 37 Load in Lbs 3" x2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6 3.408 ---2~0(j --.--Tra-.--- ---148- T 131 107 2,556 150 128 - 11'1 98 80 1,988 1"11 -99 86' 76 62 1,491 88 - 75 ,"65 57 47 Load In Lbs '-3" x-J" x 0.040" Ron F'orm'ed - Aruminum AII~ 3105 H-14 2,381 -0- 140 u --- -Tf9 - --.. - --104- u- - 92 . 1,786 105 8-9 t78 69 1,389 82 -- 69 60 53 1,042 61 -52 45 40 Loadin Lbs '-3" x 3" xO,060.i Roll Formed-AfuminumAlloy3105 H-14 3-,600- .;---212---,----18C)"----u157 -- - -138 2,700 159", --135 -11 t '104 2, 1()()124-m--r----- 105-----9T--.-~ 81 -9"3-----79 n68 - Wind Load = Applied Load = Maximum Height Load in Lbs 7'-4" 8'.7" 9'.10" 11' -1 " Height 8'.2" 9'.6" 10'-11" 12'-3" Height 8'.2" 9'-6" 10'.11" 12'.3" Height 10'-0" 11' .8" 13'-4" 15'-0" Height 11' -0" 12'-10" 14'.8" 16'-6" Hei 15'.10" 1 7' -1 0" 74 56 43 33 "86 - 65-- Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W' A = S x (W/2 + OH), If'S' = T, W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft For a 10'.11" post and 120 m.p.h. wind load or 23 # 1 Sq. Ft post choices are: 1) 2" x 3" Snap Section 2) All post sizes listed below the 2" x 3" Snap Section Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area Thus, design must satisfy both height and area requirements, 5EAL PAGE 52 La wrence E. Bennett, P.E. Q\/I.. ~ - lFoIELOPaoeIT COHSU.. T ANT P.O. BOX 4368, 80lmi Oil YTONA, FL 32121 TB..EPHQlIE (904) 767-4n4 FAX (904) 767-866Il @ COPYRIGHT 1997 NOT TO BE REPROOUCEO N - WHOLE OR N PART WTTHOUT Tl-E WRITTEN PEFV.tSSlON Of' LAWRENCE E. BE/oN:TT, P E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.1.1: SECTION 2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 102 MPH . 110-iV\pH . 120MPH 125 MPH _...~._- .~-_._._--~_._--~ -t----r F# 1_~9.B~___ 20~-'_~~!~__ L__~ltt.L~_q.FC ____- - 26#TSq.Ft. 2" x 3" Hollow Tilt - --8'~9i' I 8T_0"------,----- -7'-6" 7'-1" i'_11i'~ n-_uo-71-41l ---- ---;---- 61'~1011---.' t 6"'_5"- -7T-4"---t------6'_9" -- ~---- 6'-4"--- - 5'_11" 6'-11" -- ~----6'-4"-- -~----5.:n"-- - + S'=1" _. _~~_~::_=__~_-j~~~_~~5~~-~~,"~ -~_i~---_~~~:: - - -_ -~-n__ ~5,~i~~' _ _5~JO"____1~-5'-5" ____--1-___5'-1"____L_ ____'!'~_~~ __ ~~~7~ __nL_S'-2" _ : 4'-10" .c n 4'-7" 2" x 4" Hollow Tilt or 2" x 4" x ,050" Hollow ---- --101-81'------;--"9'-10.. 9'-2" ~---~------ 9' -8" - 8'-11"-'~ -8'-4" 8'-11" 8'-3" --7'_9" 8'-5" 7':9'T 7'_3" 7'-11" 7'-4" 7'-6" 1'-2" 8'-7" 1'.10" 7'-3" 6'-10" 6'-5" 6'-1 " 5'-10" Wind Zone = Applied Load = Load Width 5' 6' 7' 8' 9' 10' 11' 12' Load Width 5' 6' 7' 8' 9' 10' 11 ' 12' Load Widt 5' 6' . 9' 10' 11' 12' Load Width 5' 6' 7' 8' 9' 10' 11' 12' Example: For 2" x 4" x 0055" x 0.120" Self Mating Beam; Beam span between uprights use load width to enter table, For 12' Roof Panel + 2' overhang, load width = LW; LW + 12' 1 2 + 2' Q,H, = 8' Enter table on left at 8' and read allowable span under required load; Thus for 100 M P H wind load I live load or 18 # I Sq. Ft. and Load Width = 8' MaXimum Beam Span for 2" x 4" x 0.055" x 0.120" = I 11'-0" I 6'-11 " 6'-10" 1 8'-11 " 8i~5" 7'-11 " r - _ L Lawrence E. Bennett, P.E. CtVl. EHGfoEER . OEYB..OPJENT ccwsu. T IWT P.O. BOX <4368, SOVTH DA YTONA. Fl 32121 T8..EPHQIIE (~) 767.4n4 FAX (~) 767-6566 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART wrTHOUT THO WRITTEN PERMSSION OF LAWRENCE E, BE/'#oETT, PE 1.40 MPH . 32# I Sq. Ft. 6'-4" 5'-10" 5'-4" 5'-0" 4'-9" 4'-6" 4'-3" 4'-1 " 7'-9" 7'-1 " 6'.7" 6'-1 " 5'-9" 5'-6" 5'-3" 8'-0" 7'-7" 7'-2" 6'-10" 6'-7" 14'-4" 13i~1" f2'-2" 11 '-4" 1 0'.8" 1 0'-2" 9'-8" 9'-3" SEAL PAGE 49 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 't" IS THICKNESS OF REQUIRED POST TOP OF GRADE I 3" x 3' POST SEE TABLE (2) 2' x 2" x "t' ANGLE OR (1) U CHAt\tEl x 't' 3/8" x 3-1/2' BOLT 80 LB. 2500 PSI CONCRETE PRE-M)( 3" x 3' BASE ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION 'c--- POST N CONCRETE #4 BAR 12" LONG POURED CONCRETE N ;::. I C\I 3' x 3' POST TURN BOLTED TO ANCHOR RISER 2-3/4' x 2-3/4' x 2-1/2' LONG x 1/8' TUBNG WELDED CONNECTION FASTEN PER TABLE 2.5 Cl ~ I > '\c--- ~ I I Y J<-- L --J REFER TO TABLE Z4 3-1/2" CONC. SLAB ISOLA TED FOOTING 2'-0" MN. BEFORE SLOPE ~ I 1" ~ ~ (1) #5 BAR CONT, (1) #5 BAR CQNT, TYPE I FLA T SLOPE / NO FOOTNG o - 2' / 12' TYPE I MODERATE SLOPE FOOTNG 2"/12' - 1-10" TYPE II STEEP SLOPE FOOTNG ) 1-10' NOTES: t NO FOOTNG REOURED EXCEPT WI-EN ADDAE~G EROSION UNTl.. n-E ROOM EXCEEDS 16'-0". ROOMS GREATER THAN 16'-0" USE TYPE I FOOTNG. 2. FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE ~SH OR FIBER ~SH MAYBE USED N LEU OF ~SH. 3, F LOCAL BULDNG CODES REQlJRES A MIt&1UM FOOTNG USE TYPE I FOOTNG OR FOOTNG SECTION REOURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. CJVL ENG#EER - DEVE1.0PI.ENT CONSU.. rANT P,O. BOX 04368, SOlT1'li DAYTONA, Fl 32121 TEl..EPHClfE (~) 767-4n4 FAX (~) 767-6566 SEAL @ COPYRIGHT 1997 NOT TO BE REPROOUCED N WHOLE OR N PART WITHOUT TIE WRITTEN PERMISSION OF LAWRENCE E. Be.tEIT, P.E.. PAGE 43 SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS SEE CONI'ECTION DET ALS ~ ~ ~ 22, x w PAN OR COJoPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRER AT ALUMN../M ROOF 2" x 4. LlM3ER TOP PLATE @ ROOF ',I'., 2" x 2' x 0.044. ALUMNJM OR 2" x 4. LlM3ER #2 SPF. (MIN.) SI-EA lHNG: 7/16. O.S.8. OR V2. PLYWOOD WITH STUDS 24' ON CENTER OR SEE CONtECTION DET ALS ~ ~ ~ ' 22 x w SI-ED IS FRAMED WALL ATTACHED TO HOST STRUCTURE 12' x PAN (SEE TABlE) USE W TO seu:CT PAN FOR REOURED SPAN ALl...t.1Nl...t.1 POST AND BEAM ---- SI-EAlHNG: 7/16' O.S.8. OR 1/2" PLYWOOD WITH STUDS 24. ON CENTER OR STRUCTURAL GRADE nERMAL PLY WITH STUDS AT 16' ON CENTER 2" x 4. PRE~ TREATED PLATE WITH 3/8. x 4- V2" CONCRETE ANCHORS AT 4'-0' ON CENTER SEE SLAB DET ALS W, VARES FOR FRONT BEAM USE L-W/2+OVERHANG UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO !-EADER CHANtEl.. WITH (3) #10 x V2" SMS. WI WASH:R. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2' SMS. WI WASHER. 3, ANCHOR COLl...t.1N TO CONCRETE FLOOR WITH 2-V4. x 3. CONCRETE ANCHORS. 4. ANCHOR COLl...t.1N TO BASE PLATE WITH 1-V4' S.S. BOLT Lawrence E. Bennett, P,E. C1Yl. ENG#EER . DE\IEl.OPftENT ccwsu. T ANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 T'El.EPHQtoE (904) 787-4n4 FAX (904) 787-8668 SEAL PAGE 40 @ COPYRIGHT 1997 NOT TO BE REPROOlJCE) N. WHOLE OR N PART WITliOUT ll-E WATTEN PEFNSSION OF LA WRENa: E. !lEH'.ETT, P E z '\J ~ "- ~~~ "- ~'Z r ,~ ~)~ ~ 1 ~....... ~ ~ 1< .......~ c:t......" ~ \j I~ \.; ~ Vl 1< .........J '-.l <1- ---... r, ~ ,~ '" ~.", r~ 1'- :::^-- '<!,'~ ~ ~, . & ~l:J ~ 'c\ '\; \{j '::t \J) k '\. ~ ',.'.' ~ '-~ ~ :.... '- ,~ ~ 1 ........ ~ ':: ~ ~ '- ().... 1 T \, '~ k 1 ~ ~ ~~ ~<:l.... ~ ~~ ':"'" Jo..... "), ~ '- '- ,~ ~ J ~'C5 ~ " '\ \f\-~ " ~~~ k ~ \J) \.J\, 0)-..... " ""- ::r- \./J ""~ \-l.J 'i ~"" >1 '- '- r "-~ \J-.... k T "- ~ '" 1 <~ ~I ~ ~, 'w a-, ........ (), ~ ~ ~ ",,<,J ~ ~ '1'1 " ~ n ~ !\AI ~. ~ (J ., c f I '-l::: L -c:> ~--. ~ ~ ~ 1< ~ ~' , " '-..Q '. \.J', "". rrl ~\ i I) '-...J 'J...l 1 ~1' ~ ~ ~ ('l'1 t' ~~~ \0::t"", \) ,~ t ,-", ~ I' ""(;) ~, t: '-<::> ~, , .... ~ '. ~ ~ ~--. \::) """0 ~..... , , 1 'l:: ~' " ~ \.v' < ~ ~' ~ ~,. , , ~ )1 >1 1 , , )1 C-.J\ ('-, >-..) 'f") \t--, ~ f:: '-' ~ \""-... \'--. ~ '" I r", ~. ",, '" --. t ~~~ "'r-{ N... ~ ~~ ~~t ~~~ ~ ~~ ~ ~. '1 \\\ " >/ '^ 1'>, ::Q "N 1\ C . '11 ('> ~ ~~ "V 'l'i ~ f\ "- o ~ \:- ~~~ t~ \/) ~( ..... ~ '- ~ " v., ~ (", -, ~ ~ ..... "" - ~ t ~ '\ -0 " '-t::. " " ~\......,~ "x..:::: ~ ~<':J~~ r) '0 \) ~~~,~~ 'I .1 """ ....., ~~ c -, . ~~'{\ \) \J\, ~' 0 ~ ~ t ~ \J', ::::f. '9 '-". (\\ ~ ~,~' \ ~ ~-...... '-::, ~ ...... '\) ... " " , ~ ~ '0 () '>- ...-'t,,) 1 ~ f(\ '\ ~ " " C\ r '^ -,~ ~I x. " !II ~ "' ~' ~ ~I ~'2\ 0~ 10 ~ t- ~ t. "r\ ~ 90 t, 0', ~ ~ ~ ~ '0"\ \r, ~It " '1', '~ ~\\)\ 'R:, >c,~ ':.., '" ~ '-..(", . 1\'1 ' VI ~ ' ~ 11',' ~~ Cr., \') ('\ ~~ ~ ~,~ ~ () , ~ C;'- (. '" ~ - ~ -... ~ "- t~ ~~ ("', \1\ ~\~ ~~ \~~': \,,~ ~< f)-, " ,.,r\"\~ \;;.< ).. J ~\ ~ \ ~ t~, \\ \,\ ~ " .\ '"'" ~ ~ \r, ~ VJ ~ '0 , I - - - I ~ ~ ___________I ' f--- R:, ~ ~<c ~~. ~ ..... I v-. v 'f ~, v,~ ~1iI0 ""-..() r, " "'f:b v~ ~~. ~ ~ ~ y 'k'^~ ~ ,,1v..J ',. II \ \) "" ~ ~ ~ ~ ~, \r\ ':::\ ;,.,,~ rr, II> ~ \l',v, f'\ .:--...10 l'::i~!';'\ "" ~" t \) r: ""0 '" , ~"-' \r., "{ r-~, - - - - - 1- - - .. .. "-- 1- I-~ I- - - _- V u 0\1>..) ~ (>-, "(: \1', ~ '^ '- l), ><' --, [' - :;. IS - " ~ - \\ ' ~ - t ~ /' ~ t \." - '-C ~ "-::t - - ~ '" - ,- - G--- -~ r..... ---, ",'- - ~ - - ~ - - ~ - - - - - - - J ~ () ':) ~ ~ (\ " ,,' a ( \J\ '::t "1, ~ I'l\~ } ~~ ~.~ ~-~ t~ I) ~ ~~ "b \1'\ ~ ~. ~'\ ""--