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HomeMy WebLinkAboutBuilding PlansCONS En F1 QR �ii �CKh�i 4 l Rc �K RCS? tf, v T HESE PLANS AND ALL PROPOSED WOi;K ARE 'UBJECT TO ANY CORRECTIONS 9Y FIELD THAT... `-'M AM.0 g. NECSS�RY:IN �RDER:TQ: �A tea l H -ALL APPLICABLE CODES,:. i \ `,,,,+� Il a ►II�,,I N 40111 0 STATE OF 03-03-2017 -n•. F ,0 R ... ••\XC�,��� 5615 PLA( i#INA; �� -% I PCAGE RT P1 01 D.H. w� =„ e 15 48'-2" 48'-2" Me Copy 00 N cr ��r�. 7`t)i�ib�1' RiJI? n�?� DI''�ISIaivT Its `Y 1!.i i��i�� FOR D�.TI1 3 a1 PLANS AND PE.. IIT MUST BE KEPT CI`i 30 n ® COPYRIGHT 2017 - FARLEY ENGINEERING, LLC 1X3 SCREEN CHANNEL W/ 1/4' DIA. TAPCONS ® 24" O.C. 2X2X3 CUP ANGLE (4) #14 EACH SIDE do (1) 1/4" X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CLIP W/ (4) #14 TEKS EACH SIDE OF POST 3/8" DIA. X 3" MIN EMBED 2" TAPCON EACH SIDE BRICK PAVERS ��� o0 0� I n z I 0 0 12" X 12" OR 9"X16" W/ (2) #5 CONT. STRIP FOOTING (2) #12 TEKS EACH CLIP RECEIVER CHANNEL N TYPICAL RAIL 2X3XO.05" CHAIR RAIL TO POST PURLIN (2X3) 2x3 W/ 1X3 f)RECIEVER 2X2X.125"X3"HANNEL ANGLE W/(3) #14 TEKS (6) TOTA; 2X POST PURLIN TO POST ROOF BEAM —� 2X3 W/ 1X3 2X2X.125"X3" ANGLE W/(3) #14 (4) #14 TEKS TEKS (6) TOTA; 2X POST 2X2X.125" W/(2) #14 TEKS ROOF BEAM TO POST 1X2 SCREEN CHANNEL (� W/ 1/4" DIA. TAPCON He QpylIL �\ ® 24" O.C., (2" EMBED) " 0 09" PLATE ROOF #12 TEKS TYP. BEAM H MEMBER ANS OVER 32 #14 TEKS) %EA POST —� 2X2X.125" ANGLE EACH SIDE W/(2) AND X.05" BRACE #14"TEKS S" EMBED TAPCON TYPICAL (SI 2X2 ANGLE K-BRACE ALTERNATE EADDACH EACH SIDE TO SPANS OVER 30' ROOF BEAM TO MASONRY 1/4" LAG ® 24" AT GUTTER 2x3 PURLIN �� STRUCT. FASCIA RECIEVER CHANNEL 5. SHIM SUPER GUTTER W/ (2) #14 TEKS PURLIN @ SUPER GUTTER 1X5X1/8X8" EACH STRUCT. FASCIA BM W/ (3) 1/4" X 3" LAGS �L— SHIM 5" SUPER GUTTER 2X2X.125"X4" ANGLE EACH SIDE W/ (4) #14 TEKS OVER 36" SPAN USE (3) 3/8" X 3" LAGS BEAM © SUPER GUTTER 2X3X.05" BRACE 2X3X.05" RAIL .09" PLATE TYP. (4) #12 TEKS #12 TEKS TYP. ^�', % F�jQ�,�I E NS� �j ANS OVER 32- #14 TEKS) %EACH POST N 40111X.05' BRACE o: STATE OF �� 03-03-2017 K-BRACE ALTERNATE . .. � �'�. � CHARLET RESIDENCE 0R t 5615 PLACE LAKE DRIVE ERCEFL �ONA•�,r,����� PAGE 21 OF 3 7" 0000 o 1/8" ANGLE BRACKET W/ (9) #14 X 3/4" SMS TO WALL MEMB. 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESSION SLEEVES 5/16" EYE BOLT WELDED CLOSED W/ DOUBLE NUT DOUBLE COMPRESSION SLEEVES 1/8" CABLE 1X3— N 5-5/8" X 1-1/4" .X 1/8" (2) 3/8" SLEEVE FLAT BAR ANCHOR CABLE BRACE ALTERNATE ROOF BEAM 2X3 RECEIVER CHANNEL —� r 2X3 W/ 1X3 2X3- 'Ct (2) #12 TEKS EA. SIDE TYP. (6 #12 TOTAL EACH END) WIND BRACING (DIAGONAL AT ROOF) © COPYRIGHT 2017 - FARLEY ENGINEERING, LLC 1X5X1/8X8" EACH BM W/ (3) 1/4" - X 3" LAGS (3) /12 TEKS � 2X2X.125"X4" SIDE W/ (4) #14 TEKS (1) 3/8 " X 2" EMBED TAPCON EACH SIDE #14 TEKS 0 12" O.C. 2X CARRIER BEAM TO COLUMN (6) #14 X 2" TEKS ROOF BEAM 2X2X.125" ANGLE (2) #14 TEKS ANGLE 4HX 3/- K9ECBEAM TO BEAM CONNECTION SIDE _3X3X1/8" ALUM COLUMN File Copy 1X3 SCREEN CHANNEL W/ 114" DIA. TAPCONS 0 24 O.C. 2X2X3 CLIP ANGLE (4) /14 EACH SIDE & (1) 3/8" X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CLIP W/ (4) #14 TEKS EACH SIDE OF POST 1/4" DIA. X 3" MIN EMBED 2" /-- TAPCON EACH SIDE 15" TYP. 20 TO 4" CONCRETE SLAB 2X2X3 ANGLE W/ 2X10 BEAM -(4) #14 X 3/4" 0.09" TEK EACH SIDE PLATE X - /CONT. COLUMN / CARRIER SECTION 2X3X.09.5" SCREEN CHANNEL TYPICAL 1/4" DIA. BOLT q1 2X2X.125" ANGLE SPANDREL. EA. SIDE W/(2) (/14 TEKS ROOF BEAM BEAM TO SPANDREL 2X3 PURLIN 2X2X.05" RECEIVER CHANNEL W/(2) #12 TEKS ROOF BEAM PURLIN TO ROOF BEAM (2) 2X2X.125" ANGLE AT ALL BEAM CONN. (2) #14 TEKS TYP. (12) TOTAL PER BEAM 0 GUTTER MIN. F- GUTTER STRAP GUTTER FASCIA PURLIN OR I j ROOF BEAM BEAM & PURLIN Q GUTTER i , ,IIIIIIIf1I/I � ` �0 LiNN 40111 •:,� : FOR SMB'S: #14 TEKS 0 18" O.C. (16) 14 TEKS MIN. EACH SIDE ADD t4) MORE FOR SPANS OVER 33 FEET (12) #14 TEKS AT 2X6 OR SMALLER GUSSET AT RIDGE & MANSARD 1/4" LAG BOLT W/ 1-1/4- FENDER WASHER. 3" COMPOSITE ROOF PANEL I. 8" .I THICKENED SLAB EDGE GENERAL NOTES: ENGINEER IS NOT RESPONSIBLE FOR WATERPROOF CONNECTIONS TO GABLES/WALLS ALUMINUM FASTENERS SHALL BE OF ALLOY 2024-T4 MINIMUM THICKNESS SHALL BE 0.04" 9W/(3) 5#14TEKS EXTRUDED ALUMINIMUM BEAM, GUSSET PLATES, POSTS1'-8" MAX.ONNECTION' PURLINS, ANGLES AND CHANNELS SHALL BE 6005-T5 " ANGLE EA. SIDECONCRETE SLABS SHALL BE LE 2500 PSI CONCRETE MINIMUM EA. SIDE FOR COMPOSITE ROOFS 1/4" LAG BOLT W/ 1-1/4" FENDER WASHER 0 12" O.C. 0 BEARING AND 24" O.C. 0\ NON BEARING. FOR PAN ROOF (3) EA. #8 X 1/2" LONG SMS PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER CAULK ALL EXPOSED SCREW HEAD AND WASHERS OR USE NEOPRENE WASHERS WITH RUBBER GROMMETS RECEIVING CHANNEL W/ X 3/4" SMS 0 10" D.C.O.0TOP AND BOTTOM 3" COMPOSITE ROOF PANEL KA EXISTING ROOF 1/4" X 2-1/2" LAG 0 12" O.C. PROVIDE SHIM IF FASCIA SQUARE CUT ROOF PANEL TO FASCIA 0. STATE OF .'� 03-03-2017 0 1 �P;'��,� CHARLET RESIDENCE �� S ••. • R ••..`�% j 5615 PLACE LAKE DRIVE BONA PAGE 31EOF 3 FL 1 ALL TAPCONS SHALL BE 5/16" MIN. UNLESS NOTED OTHERWISE. ALL DOORS SHALL BE SELF CLOSING AND SELF LATCHING DESIGN CRITERIA WINDLOAD - 150 MPH PER 2014 FBC ASCE-7-10 EXPOSURE - "C" (EXPOSURE HAS BEEN VERIFIED) RISK CATEGORY - 1 MEAN ROOF HGT. - 15' COPYRIGHT 2017 - FARLEY ENGINEERING, LLC as" P;� F 01 I01 J Si:Y'1'LF n I - .TO 'MIN, SETBACK rRS?. LD; 24F ��,aysran*'1 • � t N a U U AOORESS 5615 PTacD Lake OtNe Foil Plena, FL. 34P51 JOB A: VLSR14-&292 CLIENTP; TPA-14.50154 FIELD DATE: 7-302014 TLV1 ti x1<ii�iEA: i PROVED: JEW SCALE: t' • 7D' a 13 I O n jEl j a BounDrvu� S LOT 271 E-IERC IS A 10' UTILITY EASEMETIT NO WIN. PHE IRWI TX THE SU^UECT PROPERTY AS SN'7AN HEREON WZYw muNT SIDES I 11� I 5ET v2- IR !+ �7 Lr�. J� L9 6778a I CNR SIDS , SO 1/2, IR I 0.3, 14 �J �j�JI LF FT�1+J N09°50'1TW 115.00' REAR 1s—'��` (^�c'�' U.3' AjG PAR-_! i n I PA1TR I o j "1 i a DRIY. I o x TEC U.T s/DIY ZO.A' CONC W i F'DQ. AREA '.: °' I WI °1'a iRCf..L COARED) 1.07 27C• - _'�.� y CGwtLU 'll(. � CT m 1 10.:i L CN II?Y C {{{: �d'• t0.0' $i ii � (� 'c fe L �._. 0 Fwnld I�rm Rod dr Cap (IR) LOT 247 - __ I •IE.3' bIF 1 Sr. J• I L� <� �;� n I^ DR Book OULFIC9 Record Book 3J.A' Q! FOOL EWIP 'm I '; •i ^l pq. page 1 i ? CONC r, Cenerele SEr 2- 11R7 ME7 v,l 1115.OD' ` ` FN0 - Found LB 'c.'a0 �5' AL I' N B9'S0'T' W 19;;T I J2' IF,I ,� • , ID- Ident1katfon F.NCE ID �27RN LB m Ueeneed Bualnm (7TP} I SYAC Slde.olk ®e Coble TV Rher j� Sanitary CleOnait Telephone RINK Water M.1.r I to . lnl9u6on Cmtrcl V.1- L.T 209 LOT 2a0 L 1 Legal DeSCt-;126c n iPeY 01f Boo, 36152 �CTJce �9Q } Lot .77o, oF-P.,er_ _, 5ho.s, Phases 72,­ , nccoEd; 3 to elia Pleve tha r. eIs recn d<d ; P/rt h!cA '13, -,elm Pu6Gc cords e,!'.`;e. Luce C.u.,ty, f/o ,da. CERTIFIED TO: (AS fUnNI5HED) Jonathan RMr10UPa Sp.. Cw.t Crook U4.n WOMI N4Eoaa11K.Imwantu Co. FLOOD 70N'e SUaJECT PROPERTY SHO'NN f•EREON APPEANS'IO DE LOCATED INFLOOD ZONE'%'. AREAS OCTCnfXNEO 10 DE OUTSIDE 711E SOOYEAR FLOODPLAFL PER F.La M, PANEL NUMBER 17 111CW IUJ, LAST REVISION DATE 2,*2017. PER THE MAP 1415E mnS11C, TI I.0 SURVEYOR & WES NO GUARANTEES AS TO THE ACCURACY Of THE ABOVE 94FORMA710N. THE LOCAL F.E.MI AGENT 511OUID 0E CONTACTED Ton veRS7CAT10N. LIST OF ENCROACHMENTS: E OW RSHIP OF FENCI.'G NOT DE7ERIAINEO. BASIS OF BEARING: HEARINGS ARE BASED ON PIEWYEBT RIGHT-OF-WAY OF PLACE LAKE DRNE V,NICd1 HAS A BEAHRIG OF N DD'0913' E PER RAT. NOTES: I. Umm'1P. E."1011"NWn.•unaarg!WrA IT, ­.."."tau f wnE 6trM elna Wegr_j.eucmre. ware nat kovdedey ed.—W. 2. The P."'. 01 W, —y N 1. we k1 edal,-0ng DE. 1­and 0oncln7 FM shoo» A bo u.vJ fP rant__ wwsw. ]. t-"4-0, d1%NeI1 - 9d1 '.-I by Oda, mAnV. AJnmT P.1, n W'd.s b prohlouw M eww m. we4En_e 4 a me OAN N., or Pa;E .. me P'Wer1/ I Potao a.*111. A4 pa.—a.le.NGddl..ne 1 rUW), u wWtA"be AfFnM a r.Pnd an m.I— d pW end 1AMI, 1. PA'e.1-d.alme—Ili Me.�bf.cl pmpenfll hexed. TNI I yW/ d.okh aurray 101ted nb Il na JI of 0Wetvos e,W.elbe:Al MW TO nio.n m n rov0 PUt a mre been A,mIYVA m me SU.veya. 5 0 W dn,T tlas nru de,Ensb'n F, MPm�Pmenn .raU ml M used m remnv:t IW Way aneo THIS SURVEY IS PREPARFO FOR THE EXCLUSIVE USE ANO BENEFIT OF 111E PARTIES USICO HEREON IM . L.EIITI TD7.IIRO PAA7IES MAY NOT BETRANSF EWIED OR ASSIGNED. 6sIv/L LaAD 5mvia, LLB 541 S. PDnnsyfvanla AwmD Winter Park. FL .127R9 Phow(6B8) 399.8474 LB -4q-F5g SURVEYOR'S CERTIFICATE I HEP.EDY CERTIFY TRAT THIS SURVEY IS A TRUE ATAO ACCURATE REPRESEfITAT1071 OR ASURVEY IVA7HI O IXIDeR MY DIRECT ION. S: =1i" rn mn = 51:.IE OF t�• '' nomDA Joseph E. Wldams0n, L 'e�nti'•. ,M DATED: 7.29-2014 PROFESSIONAL LAND SUHVEY&,I; I;i1N FLORIDA REGISTRATION P3573 NOT VALID WITHOUT THE ELECTRONIC SIGNATURE ANUVR ORIGINAL RAISED,OF THE LISTED FLORIDA LICENSED SURVEYOR AND TAAPPET, UAiE REVISION DATE. REVISIOn