Laserfiche WebLink
3 6' _.osf <br />9- <br />-7 A <br />rvi <br />F . ... ... <br />Tz- <br />T <br />(A), <br />C,4 0I <br />3:6K 4.5K 4:-,-,K 4 5 4 5K <br />SEE TIE -DOWN DFTAIL <br />SEE T 171-DOINN DE -TAIL <br />AT MAIN I­DEAt1 <br />r- 00 cl) Al MAIN 1. BEAM MAIN I -BEAM <br />A OA <br />+ <br />z <br />5K 3, OK 3. OK <br />2, OK <br />N CA <br />MATE LINE' <br />ff-J L4 OA <br />(A <br />Cq A , -A . ... ... .. <br />7, <br />LA <br />3: OK: p/ I LEI <br />SEE TIE CIE -DOWN 1'FIA11- <br />t <br />SEE :TtF_-b011V;N.1 [bE'-TAIL <br />AT MAIN I--BEA1V, <br />f�-- 0 <br />Al VAIN !-_8EAM"- '*iAiN I- BiEAIM <br />415K 4. 4. <br />3_6K <br />-4— --- --- <br />T v <br />tA) LA <br />C\4 <br />-71 <br />pr_pIkAET,Fp OF B1, Dt- <br />MAX;KAUM Ji.E-DOWN AM 0 <br />A _LEGr,,ND <br />_VGUND.. TIQN <br />+ * <br />INDICAlPS <br />BLOCK,11"4G, If-) <br />BOTTOM OF MAHAI i-Br- -AM <br />FOUNDATION NOTES <br />1. <br />FOUNDAIION RF_VIFW. AND. IWSPEC7110N IS TO BE` FERFORME,D <br />Al� <br />'AIES <br />ND I C. <br />9i.0Cr<1N1, TO <br />BY THE L(" F `I A! )CAL FI HAVING JORISDICTIO.N. <br />BOTTOt� CT C 0, t\j <br />2. <br />PIFPT, LQACJ5 ARE 'S'HOWN IN KIP S, <br />!,NWCA:TF. <br />MINU1E.-.NkA-,4 OR <br />3. <br />200PSF SOIL B E.A R.1 N G' CA P'A C I-T Y. <br />F_0UAt FRAMF TJC­DOWIF�j <br />4. <br />THE. -STEEL PiER. SHALL -BE CENTER.E.D: ON- THE -PAD-.- <br />ANC? Dl-R�V;10.N <br />5, <br />THc_� SOIL. MUS:T: BF :LOVE EvENi:Y*..00VP_AC-TE-D,. AND. <br />L <br />1.N.I)1.CA-T.[..S <br />-r'YPF. ANf',--D`.TA1f!. <br />P-1ER. <br />-F AL.t. WGETATION AND D.EBRIS­BF.0;, E. <br />GLEAREO :10 F. <br />PLAC-EVENJ- Of 1H.E BLACK-'-UAW. <br />6 <br />THE MAIN RAIL., IS ASSUMED TO CARRY THE ROOF,. WALL, <br />DESIGN' <br />LGADS <br />AND Ft- 0OR i-OADS, FROM PIER TO PIER- AS INTENDED <br />FLOOR <br />1-11VE LO -An <br />C) S, <br />FROM THE MODULAR MANUF.ACTURE.R.. <br />FLO OR <br />DEAD LOAD-} <br />PSF <br />7. <br />THEE :I0j_YVULC BLACK PAD- @ I-S L-10-S/TE0. FOR A MINIMUM <br />7r. <br />4.6, KIP BASED ON THE 2000 PSF 5301L.HEARIN-G CAPA00 <br />ROOF <br />LIVE LOAD <br />�10 <br />4 o <br />8. <br />1 _", 0 MPH VVIND SPEED PEP FLORIDA BUILDING CODE, LATE-ST EDI:T,ION- <br />ROOF <br />DEAD LOAF) <br />i <br />P,i <br />9, <br />DI SIGN OF THE. BUILDINQTO 'TRANSFER WIND IOAD.S TO THE <br />EXTERIOR WALL <br />1--3-EAMS !S BY OTHERS. <br />DEAD <br />L AD <br />= 4 1'/ P!L- i- <br />• 10. OLIVER TECHNOLOGIES, INC.. 18 1/2" X: 18- 1-12" ABS PADS IQ # <br />1055-*9 LISTED I FOR 4.751­( BASED ONTHE 2000 PSF SOIL BEARING CAP:A01"Y'. <br />STEEL PIE IR RATED FOR 6000 LBS.- <br />AND INSTALLED PER <br />MANUFACTURER'S INSTALLATION <br />INSTRUCTIONS <br />THL I314_.A'C'K' PAD BY POLY'VUL.' <br />MODEL -PP1-818-1 1:8 1 2" X .18" 1--/2' <br />OR- 1-8 112" X 1:8 112, A PADS.. fD <br />NO. 10:55-- 9 MANIJ�FAf"TUREQ BY QLI'VER <br />TECJH1'01 0G11_.Q, INC- ALL IDAD"Z <br />i1NS:T*AHL'FD PE-P MAW! F'AC'T(J1RE FEN' 'S <br />INSTALLATION I-NSTRUC-10N�S <br />SOLID <br />r-rit. CA <br />DQ U B E, <br />P T <br />A C 6. L K: 1i <br />j_ AA,%j/kj1 1' 32." A - RO VE -'RADc <br />X. <br />(N f, 1C RNET E <br />MODULAR BUILDING <br />_TIE-O.OWWSTRAF� <br />vi A GRADE <br />Tj <br />APF GROUNI) ANCHOR CFRT, <br />501L CLASS Et 4C OUNTF <br />-Jill _.R[D <br />Al SOL INSTAL4ED <br />`c IN'SIA111 <br />Pll-:-R DETAIL A <br />."ll <br />v <br />N <br />11:5() LBS <br />SIRAP Tir­�- OOWN <br />, <br />APPROv- N'o NP, A.,N; <br />FOR. S011. CLASS; 1.14COUNITE. RED: <br />AT:5fT­ ANSTALLED' <br />..... ... . ... <br />PER WANUFACTL)R PS.IN S I ALLAUGN <br />f INSTRUCTIONS <br />--I <br />PIER: DE-TA-1L -B-. <br />NJ. -S <br />"T x 110RCHLb 2 <br />N N4 A: I N 1---. BE V.1 V B Fo p, <br />T -OWIKII S rRAP <br />D.: 1: -BS T I E DOWN. <br />A-,p <br />'A <br />7 <br />v <br />L <br />C <br />V_ <br />:z <br />d <br />0 <br />C, <br />LJ <br />LA <br />W <br />00 <br />r L <br />I f <br />t�� <br />r <br />__J <br />cr_ <br />Ems, I <br />_5 <br />I. <br />00 <br />z <br />V) <br />0- <br />0 <br />0, <br />:0 <br />0 . . <br />A <br />G <br />LAJ <br />0 <br />