5904, 5908 8th St - Laserfiche WebLink

Browse Search

6" X 6" X 16" KNOCK OUT BLOCK TOP COARSE WITH 105 HORIZONTAL I--811 REBAR TIED TO ALL VERTICAL RODS b 8" PRECAST LINTEL BLOCK OVER ALL OPENINCaS. 1 EACH Q• 05 REBAR IN THIS COARSE WHEN U SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART ( ib" DEEP SECTION J CLEAR SPAN CONCRETE U LINTEL I' - 6" 4981 PLF ( UNFILLED ) 2' - 2" 3435 PLF ( UNFILLED J 2' - 8" 27I1 PLF ( UNFILLED J 3' - 2" 2332 PLF ( UNFILLED J 4' - 0" 1935 PLF ( UNFILLED ) 4' - 6" 1624 PLF ( UNFILLED J 5' - 211 2139 PLF •+ 6' - 2" 2211 PLF •• 1' - O" 1981 PLF +• 8' - O" 1123 PLF •• 9' - 2" 1489 PLF •• 10' - 0" 1354 PLF 10' - 8" 12-M PLF •• 11' - 2" 1200 PLF ++ 12' - 0" 1109 PLF •• 12' - 8" 1044 PLF •• 13' - 4" 1398 PLF •• P 14' - 0" 1321 PLF •• P 16' - O" 1152 PLF •• P 18' - O" 1016 PLIF fD •• - DENOTES 05 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. •• P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT. PLACED IN BOTTOM COURSE t 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION I 14' 8" 24' 411 24' 0" .- 2' 411 - 24' O" ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ _ _ _ _ ■ ' - - - ----- - - - ----- - - - ----- - - - ----- - - - --- � 1� I II I ■11 ------��w i I 1 I ■ - f111 1 1 I pi ' o 1, I 1 I tu 1 ( , GARAGE SLAB 4" BELOW 1 � Q ■ ( 1 HOUSE FINISH FLOOR a/ I i SLOPE GARAGE FLOOR -� I I r I 1 I 1 I p I 1 1 I I I I I I I 1 1 11 I 1 I i ■ ` NON LOAD BEARING 4" STEP IN SLAB L_ ■ — — — ■ 1 1 1/2" V.T.R. a utl , � 11 n ■ 1 WASHER I I a O 1 ■ "� 1; o r I' 1 ■1� .I I, ,I ■ 61 0n i I I/2" V.T.R. CQ _I I I I I o W LLl I my ---------------- SEE 6X6 PORCH POST I ' X DETAIL FOR FOOTING - INFORMATION I I I I I I I ■ 1 I, I II I 1 I I I I I I II ■ I, I 1 — 1 p I I II 1 O I I II ■ I I I I T I I I Vl I 1 -----------------------------------------------—---------------- I I i PORCH SLAB 4" BELOW I ■ I' 8" 5' 4" 12' 0" 19' 811 HOUSE FINISH FLOOR II 1 _ O I I I I I 3020 FG TEMP 25 SH EGRESS 34/2 Szzl_�n H 25 SH EGRESS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ^■ 3'011X61V 11 ■ ■ ■ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _■ _ _ _ _ _ _ _ _ _ _ _ Ji -REOE55EDfLOOR-- --- ------------- ---------------------------------------------------------------------- I 01 3 39' 8" = 1 ■ PLACE CONDUIT IN SLAB FOR ELECTRICAL TO ISLAND I II I II II 1 ■11 I 11 1 NON LOAD BEARING 4" STEP IN SLAB I 1� 1' I I 21' 8" z . I I' I I F N I' I I Z GARAGE SLAB 4" BELOW d HOUSE FINISH FLOOR m I II p ■I z0 I' 1 z 1 041 u W < ■ I W a ------- ---------------------------------_--- ---- I i i I■ ■ _ ■ ■ ■ 31O IIX 2 SH 25 SH I I� ■ I 11 3,0 PORCH SLAB 4" BELOW 1 HOUSE FINISH FLOOR 1 O SEE FRONT PORCH h COLUMN DETAIL FOR 1 I FOOTING INFORMATION IL L ----------------- --------------- — — d) N NLOADBEARING 1 1 NON LOAD BEARING ■ ■ 16'O"X1'O11 GARAGE DOOR ONCRETE EDGE - 1 CONCRETE EDGE 3' 211 22' 4" 13' 2" 8-411 32' 0" 141 811 2" V.T.R. PLACE CONDUIT IN SLAB FOR ELECTRICAL TO ISLAND 1 1/2" V.T.R. 2 V. 9' 611 I I ■ N II I 1 I I I I I II II I II■ �I I II �I I 11 1 II 'I■ 'I I it 'I , 11 II I I■ I �I 11 'I 1 it 'I I 'I■ 1 'I 1 'I 1 '1 1 II , 'I i 'I■ 1 'I i 'I I W W m a I I 1 ■ (V L1 II I II �1 II I I I■ II ;I I I I I I _ I I I r- I 11 I II■ I I I 1 I N I OO ' myI N N 96 11 1 25 SH EGRESS 11 1 11' 411 31 411 I ■ 1 X II _ _--- - - - - ;I 1 - I NON LOAD BEARING tr ■ `---------------------------------------------- ■ _ _ _ _■ ■ ■ _ _ — _ CONCRETE EDGE J ■ - - - - 10' 611 25 SH 25 SH 25 SH 51 511 20- 411 FOUNDATION 4 SANITARY PLAN 1/411 = 11 011 05 VERTICAL RODS FROM FOOTINGS BELOW TO TOP OF WALL. PLACED AT ALL CORNERS, EACH SIDE OF ALL OPENINGS AND SPACEDMAXIMUM 4' 0" OC O O ARKAY ENGINEERING INC. STRUCTURA/INEF RICHARD L. KFLORIDA LICE96 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER ib, SECTION 1609 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION V cm N Lo Z z M M � O Oo LL N W r 1? Lo N �z _ U Lo ch Z W W 0 LL w ccQ Z a N A m Lo 00 1 m M W LL O N — cM r� U1 � 1 � A � ccq %4 ;cq co to Z t� x a LPL Ica Lu Lu 0 Lu � Y ' d) E 'Q �Y w D LL 0 y.a — (L N w Cn 3 0 m� 1!1 04 1 N 6 Q lJ I Q m Ll.t � J 0 O Xw Q N PC-4 301=� ARKAY * 18683