Laserfiche WebLink
14W <br />L04P CWART 16" PEEP OE0110N. <br />GL R•'81!'�1N <br />CONGR*T16 1.J LINTq, <br />° POWEA' STEEL <br />_ <br />BO X LINTEL <br />i' •b' <br />4991 PLO !' UNO&LED ) <br />1010 PLF L -2 <br />3865 PLF <br />r • r <br />3439 P c MILLED ) <br />6626 Pl.F L -2 <br />6830 PLF <br />r -6 <br />2711 P L,R ! ";u' <br />5294+ PLP L -2 <br />9949 PLF <br />30.24 <br />2332 PLP ( U)qFILLED) <br />4908 PLR L-2 <br />4613 PLR <br />4 <br />Asa, PLR ! UNFILLED ) <br />3935 PLP L-2 <br />3699 PLR <br />4 <br />1014 PLR ( UNFILLED ) <br />3134 PLP L -2 <br />3488 PLF <br />5' - 1' <br />211% PLF - <br />2146 PLF L -2 « <br />2664 PLF - <br />6' - 2" <br />WI PLF » <br />2298 PLF L -2 - <br />2400 PLF - <br />1 - on <br />1981 PLR » <br />2025 PLP L -2 - <br />21.14 PLR - <br />8' - O' <br />1123 PLO + <br />►168 PLF L. - - <br />2213 PLR « <br />9' .2 <br />5489 PLR » <br />1345 PLIF L -2 - <br />1984 PLR „ <br />10' - Q" <br />1364 PLR » <br />14!4 PLR L -2 - <br />1819 PL F « <br />%I - 8' <br />MI PLF - <br />1329 PLP L-2 - <br />1 PLF - <br />11.' • Y <br />IVO Fv - <br />1230 PE.R L -2 - <br />1 .629 PLF « <br />t�' • O" <br />1109 Kp - <br />1118 PLO L -2 - <br />1619 PLF » <br />lr - 8" <br />1044 PLIS - <br />1116 PLP L -2 « <br />!436 PI.P - <br />IV - 4' <br />1' 9" PLF - P <br />1381 PLP L -2 - 8L - 1 <br />!304 PLF - <br />.4 <br />1371 P <br />1321 PLP L -2 - 6L - I <br />!299 PLP - <br />1132 PLR P <br />1048 PLP L -2 - 8L. - I <br />1131 PLF - <br />18' <br />1016 PLP « P <br />928 PV L -2 - 61. - 1 <br />%0 PLP - <br />18' • 4' <br />911 PL P <br />110 PLO L -2 -s 8!- - 1 <br />8$3 PLR « <br />20' - o <br />616 PLR .0 P <br />629 P L -2 - 6L - 1 <br />PV <br />184 PLF « <br />18.9 PLR - P <br />523 PLP L -2 - 6L - 1 <br />606 PLR - <br />- d 0E1-40TEO 0 0 REAR X CONT. PLACED IN 60TTOM COUR68 AND <br />!6' O Ei0 6EAM P6uRt0 6011.0 WITH 2300 IF 61 CONGRE3TIL <br />y P - DENOTES PRE OTRE66ED U LINTEL WITH M RESAR X CONT, <br />IPLAG00 19 BOTTOM COt,11011 4 16" DEEP 5ZAM F"EO 60LID <br />WITH 2600 P61 CONGRI3TIS <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COAROrz WITH 1 M5 NORIZONXAL <br />a RE1$AR TIED TO ALL VERTICAL RODE <br />,t ; - <br />E3OX STEEL LINTELS OVER ALL WINDOW <br />AND POOR OPENINGS, NO #5 REBAR <br />fit, S RliMIRED ON BI~AM8 UP TO 24'0" <br />' WITH NO MORE THAN 606LB8 PLF <br />0f:'110 P OWER 15OX LINTEL DETAIL <br />8" X $" X 16" KNOCK OUT BLOCK <br />TOP COAR8Ir WITH 1 0 5 HORIZONTAL <br />RE€3A9 TIED TO ALL VERTICAL RODE <br />8" X 8" X 16" KNOCK OUT BLACK <br />OVER POWER STEEL LINTEL$, WITH <br />I EACH *5. RE15AR IN TWO COARSE <br />WHEN SPAN OF LINTEL 16 OVER 12'4" <br />OPTIO POWEIR WIRE1. LINTEL DETAIL <br />A" X 8" X 16" KNOCK OUT BLOCK <br />" tOP . COARSE WITH 1 0 5 HORIZONTAL <br />REOAR TIED TO ALL VERTICAL 8008 <br />,( ..; <br />6" PRECAST LINTEL BLOCK <br />OVER A�L OPENING& I MACH <br />� Qr "5 R EBAR IN TH16 COARSE WHEN <br />SPAN OIL LINTEL OVER 5'2" <br />QPT tQNAL $''ANDARD PRECA8T DETAIL <br />HORZON ?AI. LINTEL 0 5 RE13M <br />` f . <br />k <br />{ <br />/"' Y00TFR <br />05 QESAR <br />It,ITY 114$uRI M AND tl4ftr -ORN <br />FROM At.4 CA AIM6, L.O86E8 AND <br />11 01 09 R 6VLTINO F0011 n4 <br />01 t toq i s coN6TRUCr1oN <br />L" NOt !!I[ LIArsLt3 FOR C461 of <br />1/2' COX OR 1/16 066 ROOF SHEATHING <br />NAILED 6' OC ON ALL EDGES AND IN THE <br />FIELD WITH 80 NAILS, USE STEEL PLYCLIP6 <br />AND 0 15 FELT WITH SHINGLES, RIDGE VENT <br />AS REQUIRED <br />U63 (1) 81MP80N HETA20 TRU66 STRAP <br />POURED IN LINTEL AT ALL TRUSS BEARING <br />LOCATIONS EXCEPT AS NOTED ON TRUSS <br />PLAN, FILL ALL NAILS HOLES WITH 10D X <br />I I/2' NAILS <br />2X4 OR 2X6 WOOD 6U8 WITH <br />ALUMINUM SOFFIT AND FAC61A <br />TRIM <br />SEE LI NTEL CHART <br />ALUMN S.H. WINDOW6 <br />MASONRY 61L L8 <br />8" BLOCK WALL 8'O" IN HEIGHT L <br />DECORATIVE CEMENTITOUS FIN16H <br />16 X IV FOOTINGS WITH <br />(2) OS REBAR ON C44AIR8 ------\ <br />#9 VERTICAL RODS FROM <br />GROUND WIRE TO <br />FOOTINGS t4 BOND BEAM <br />FOOTING REBAR <br />lV WITH 24" LAP MINIMUM <br />BOTTOM of FOUNDATION <br />MINIMUM 1 2" BELOW GRADE <br />8' 0 BLOCK WALL DETAIL NOT TO SCALE <br />ENGINEERED ROOF <br />TRU66EO 24" OC <br />MIN R -22 INSULATION <br />IN ALL ATTIC AREAS <br />1/2" CEILING TYPE GYPSUM BOARD <br />TYPICAL 4" CONCRETE BLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL V16MEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />SEE F LC <br />PLAN <br />PORCH SLAB <br />-------------- T- <br />a � a <br />PRE -ENG. TRU66ES <br />SIMPSON HIO <br />W /8-86 TO TRU66 <br />/ TO BEAM <br />6 AC-4 MAX POST TO BEAM <br />ANCHOR 8- 160 NAILS TO POST AND <br />12 -160 NAILS TO BEAM <br />4" X 4' P,T, WOOD POST <br />SIMPSON ABU44 W/ 12 - 16d COMMONS <br />TO POST - (U B <br />5/8" X 6" ANCHOR OLT <br />MUST HAVE 2" MIN CONCRETE EDGE ON <br />ALL SIDE OF POST ANCHOR <br />YT" X 24" X 24" PAD WITH <br />3 EACH #5 RE1:3AR EACH <br />DIRECTION. CENTER PAD <br />ON POST <br />F08T / SEAM DETAIL <br />• <br />O <br />O <br />4" CONCRETE aLA13 <br />MIN. 2F • P81 <br />8" BLOCK WALL <br />I <br />OVER TREATED 05 VERTICAL REBAR <br />COi"PACTED FILL I <br />N <br />2 - 0 3 REf3AR 0 0 <br />ON CHARS <br />6 <br />FIRE WALL MONO. INT BEARING FOOTING DETAIL <br />SINGLE BOND BEAM WITH (1) #9 <br />RE13AR CONTINUOUS TIED TO ALL <br />VERTICAL RODS <br />_ 3/4" P.T. FURING WITH 3/4" TUFF R <br />INSULATION BOARD AND 1/2" GYPSUM <br />• <br />• <br />N <br />!t;! <br />w <br />4C <br />l <br />a <br />n <br />30 10 - -- - - -- - <br />FOUNDATION 4 FL.UT" BIND FLAN 1 /4" 1 <br />ALL FIXTURE LOCATIONS MUST BE VERIF ED FROM FLOOR PLAN <br />AND ! THE RESPON& &LITY OF PLUMBING CCNTRACTCR TO PLACE <br />PXTUR}s8 iN CORRECT LOCATION. PLUMBING CRAIN LINES ARE NOT A <br />STRUCTURAL PART OF CRAWING8 AND MAY VARY IN FIELD WITI -►OUT <br />APPROVAL FROM ENGINEER OF RECORD. <br />ARKA INC. <br />RICHARD L K`PF„ Y p <br />FLORIDA LICEN611 3 6 <br />I HERBY CERTIFY THAT 114t6E PLANS AND 61PEGIFICAVON8 <br />WAS PREPARED BY ME OR UNDER MY VA ECT 6UPERVIVON <br />ARH IN COMPLIANCL WiTN THIS FLORIDA WILDING CODH 2001 <br />FOR 110 MPH ( 3 6EEC-OND GU6t ) WIND ZONH - 90 MPH RAOTE6T <br />6PF�D <br />13 <br />� pp <br />co W <br />N <br />0 <br />M W zr <br />0 <br />rti � s <br />Z <br />LL <br />N <br />�- z ��" <br />�A_ <br />IL <br />4 <br />E <br />m C <br />p <br />1 <br />O <br />z <br />.. q <br />Q <br />Q <br />:r 0 � <br />T <br />h <br />O � V <br />N <br />UNIT +1 <br />LIVING 816.0 <br />ENTRY 42.6 <br />TOTAL 858.6 <br />UNIT 02 <br />LIVING 800.0 <br />ENTRY 20.0 <br />TOTAL 820.0 <br />TOTAL 1618.6 <br />204 <br />ARKAY » 731 <br />sTAILB <br />