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Home My WebLink AboutFoundation Plans revisions no. date FBG 2020 UPDATE 6-7-21 SQUARE OFF GARAGE WALL REV#2 6-6-21 CHANGE TO MONO FTG all MATCHING DOWELS FOR d e s i r e d PAR oCOLUMNS 48 BAR DIA. drawn PAR MIN. W/STD. HOKS -" a"� - � Q WELDED WIRE MESH,SEE 'I=1 - �° `n Q - 12131120 50HEOULEchecked 55/PAR TOP BENT BARS A5 1-#5 CONTvREOV,SEE SGHEP 3"MIN. COVER Io" TRANSVERSE REBAR WHERE occuRS s c a l e 1/4" = 1'-O"N.N.O.) I 34 FFSEE FOOTING 5CHED. THICKENED EDGE #1 job n O. 20-0033. DUH # ° - 49-.5 111� JIM 111-I -I -I III=11 I-III=1 1=1 - 10'-8 FOOTING REBAR 1-111 I11 I11=I'' I/2 SEE FOOTING 5CHED. 1-#5 CON . -1 MESH 71_O„ 7'-0" 50HED. OMIT CENTER BAR 3"MIN. CLR. 8 111 6'-6" -EA WHEN ONLY(2)REQD. 4'-9 I/2" O EXT. CONT. MONOLITHIC 35 THICKENED EDGE #2 G2 O QUANTUM ENGINEERING ASSOCIATES INC. (I) #5 MATCHING DOWELS FOR O O G2 / Struehr../Engineering&Cost Segregation COLUMNS 46 BAR DIA. 000 G2 / 6415 LAKE WORTH ROAD CONT. AT I_ — — — — — — I MIN. W/STD. HOOKS INT. BEARING WALL L — 105 — Ed zIDUROBF WELDED WIRE MESH, SEE FRAMING PLAN I I — — — — — — — — 00 O O Op G2 G2 G2 SUITE IAT GREENACRES, FLORIDA 33463 O ` W W W.OEASSOCIATES.COM SEE SCHEDULE TRANSVERSE REBAR ,,, I <w — — — — — — — — pp N. •••.Me%, z w TOP BENT BARS AS ONLY AS READ. iLED Iq F2 — — — — O0 G2 // '�P No 6 ado 9L Digitally signed v READ,SEE SGHED G2 OI ' — — — — — — — — - _ by Shawn o SEE FOOTING SGHED. -I w — — — — Stambaugh TRANSVERSE REBAR IF WELDED WIRE ME5H O L Z o`.. , �, WHERE OCCURS _ — SEE FOOTI 6 SGHED. LU w 7 +/� S•.........• �' --„—z—,4 q — _a 4 — —°� — d °— —°°— — n� �� h 0 / �G mi:ic SnOe Al�c on<aiiv Date: I ] I O'-O" FIN. FLOOR SLAB C n"Ooen:i'no°15P e5d`r`n°d a" 2021.08.06zogh,PE hw "ignaisignme d 5.67 N.A.V.D. MIN. N,n ded:igdo - 4115415 LL J hegaembefieony "e t,o i«oPie. ''=111 IIII-III III II O 111-ANT. REBAR I FLOOR SLAB TO BE 4" THICK POURED / / Shawn M. Stambaugh, PE G 2 FOOTING REBAR SEE FOOTING 5GHED. F2 .4xWl.4 / E(,�, EQ. O CONCRETE SLAB WITH 6 X 6 X WI FL. LIC. 61850 — C.A. 26210 SEE FOOTING 5GHEP W.W.M. ON 6 MIL V15OUEEN(OR EQUAL) ON 50HED. OMIT CENTER BAR SCHEDULE OMIT CENTER BAR I GLEAN WELL COMPACTED FILL. �2 WHEN ONLY(2)REQD. HEN ONLY(2)REQD O3 EXT. CONT. MONOLITHIC @27INT. CONT. MONOLITHIC p / WOOD POST, INT. BEARING WALL TE-1 SEE FRAMING PLAN WELDED WIRE ME5H 5EE FRAMING PLAN PAD REBAR SEE FOOTING 5CHED. 0)#5 CONT. TRANSVERSE REBAR O O i Ir--- 3 F2 EDGE BARS ALWAYS ONLY AS READ. O Q REMAIN. SPACE SEE FOOTING 5GHED. I o OTHERS EQUALLY. �w - - — - - _ - , WELDED WIRE ME F 4„ % ° ° F a 5TL COL / l l l l ° -_ I I G7 d° ° -III- 9 v iV 4 p L — F3 F7 I /��i 1-1TI=1TI=1TI I I 1=1TI=1TI=��I_ "I �_ F8 — — — =_= I L !--CENTERLINE OF BEARI WAI,� OO / r CONT. REBAR SEE L /� � a — — — — — —5•�--/� — O\ry EQ• EQ EQ. EQ. FOOTING 50HED. OMI ENTER BAR WHEN13'-10 SEE 50HEOULE SCHEDULE ONLY(2) REQD. w O I/2" 0 O INT. MONOLITHIC AD 31 INT. CONT. MONOLITHIC o _TRkN5FER BARS a r SEE SCHEDULE \;I LLL MASONRY I I I /4X4 WD P05T q�q„ / N MATCHING DOWEL54e BAR VIA. II II II II II IN. w GRD W57P. HOOKS FOOTING SCHEDULE OI I\ I OF3 \ to I ro oo / RI IN DETAIL GARA SLAB MARK 51ZE(WxD) REINFORCING DESC NO. 0\ / SMART VENT HYDRO � O 2 G4 p I VENT. (200 S.F. PER) U) L ) � —'- r W/3#5 GONT. I TOP $ 2 BOT. EXTERIOR STEMWALL p z F3 \ > 0� SEE FLOOR PLAN FOR �. F-1 le"Xle"XCONT. W/51NGLE LAYER OF MESH TWO STORY 1 I 114 0 I I I / / SQUARE FT. GALL. OF w T u PAD REBAR / GARAGE. W/3#�CONT. l TOP a 2 BOT. ,J i1 — — — —F I �, / EQ EQ SEE FOOTING SCHEDULE W/51NOLE LAYER OF ME5H I co w EDGE BARS ALWAYS W/#5 x 5'-II"LG. TRANSFER BARS® 72" EXTERIOR 5TEMWALL F2 1� +2-I" / Oo 4 r� J REMAIN. SPACE OTHERS F-2 21"x18"xGONT. O.G. W/AGI 5TV. HOOKS ONE STORY 1 I O / SEE 5CHED. OO o G.G. TO FIELD VERIFY ALL J EQUALLY INTERIOR MONOLITHIC O 7 F-3 I6"x16"xCONT. W/3#5 CONT. I TOP $ 2 BOT. TWO STORY 27,31 G4 O I I G2 45" OO 4 FINAL RISER HEIGHTS WITH 0 w FINAL GRADE DOWN TO o J ISOLATED PAD KC#5 CONT. 1 TOP a 2 BOT. EXTERIOR MONOLITHIC I FI I 10'-3 I/2" z U) PLACE THI5 SMART VENT G4 p OQ CONSTRUCTION PAVERS BEFORE . RECESS 2" LARGER �` F-4 21 x18 xGONT. W/51NGLE LAYER OF MESH ® SHOWER RECESS 3 �' FLUSH W/PORCH SLAB I m Z :�„ C�4 THAN BASE PL. ALL 1C ISOLATED PER CODE ABOVE `� I 4 / p r oj e c t AROUND,DEPTH A5 III STEEL COLUMN F-5 3'-O"x 3'-O"x 12' W/4 #5 E.W.WAY BOT. PAD 7 p I GARAGE SLAB r _ � / REQD. FILL W OROUT o I N O NOTE TO BUILDER: PAD REBAR 5EE 1 I ANCHOR BOLTS PAD 0 INTERIOR S.V. L — F2 m N o / / VERIFY ALL DIMENSIONS AND ANGLE5 FODTIN6 SCHEDULE 1 1 8 BASE PLA1E F-6 2-6 x 2-6 x 12 W/3#5 E.W. WAY SOT. WOOD P05T 6 O _ _ p N \ZO ,'1/ 5HOWN WITH 51TE SURVEY EDGE BARS ALWAYS I I SEE SCHEDULE G2 — — -� INFORMATION BEFORE CONSTRUCTION III PAD® INTERIOR STEEL O _ REMAIN SPACE III WELDED F-7 4'-O"x 4'-O"x 12" W� #5 E.W.WAY BOT. COLUMN 6 p _ S.V. o — TE 2 / `o, U OTHERS EQUALLY I 1 WIRE MESH G3 0000 — —/ J 1J _ _ _ PAD®EXIERIOR O - - - - F-e 3'-0"x 3'-0"x 12" W/4 #5 E.W.WAY BOT. MONOLITHIC M O 'ti NOTE: Z iI-II1 ° ° WEATHERING AREA PER TABLE 501.2.(I) - J iI=III °d d° =111111= G� G� �5 / b F- iI-III ° =III- THICKENED EDGE F� WEATHERING: NEGLIGIBLE N I- TE-1 10"x DROP x CONT. W/1#5 CONT. AT DROP 34 O G� W Ln / TERMITE: VERY HEAVEY � U �z -i�L-I 11=1 11=1 11=1 11=1 11=1 11=1 11=" THICKENED EDGE z TE-2 6"x e"x CONT. W/1#5 CONT. AT EDGE 35 / _6tl PAVERS OR GONG. PAD \ NOTE TO BUILDER: MASON: W — EXACT MASONRY OPENING SIZES ARE U) G INT. PAD AT STEEL COL. COLUMN SCHEDULE 2'-6" 6'_lolt TO BE OBTAINED FROM BUILDER z 22-6" I-4 BEFORE CONSTRUCTION DUE TO Z 8° MATCHING DOWELS FOR VARYING MANUFACTURER M.O.'s. SEE Ur LLLL COLUMNS 4e BAR DIA. MARK 51ZE TYPE DESCRIPTION FLOOR PLAN FOR WINDOW PLACEMENT Q MIN. W/57D. HOOKS NOTE: G.G. TO FIELD VERIFY ALL HEIGHT5 SET IN GONG BEFORE CONSTRUCTION BEGINS AND LABELING. a/ exe GONG. BLK. W/1 FULLY GROUTED CELL W/145 VERT. EA. CELL W 0 WELDED WIRE PAD REBAR C-1 BLOCK e 6'-O"O/C MAX. OR AS LOCATED ON PLANS MESH(5EE I° 5EE FOOTING 5GHEP — SCHEDULE) I I EDGE BARS ALWAYS 6x16 z REMAIN. SPACE G-2 BLOCK GONG. BLOCK W/2 FULLY GROUTED CELLS W/l-#5 VERT. EA. CELL G.G. TO VERIFY ALL FOUNDATION DIMENSIONS AND v OTHERS Sx12 RINKER 132q OR EQUAL FIN15H FLOOR HEIGHT WITH SURVEY INFO BEFORE �Jl CONSTRUCTION W G-3 BLOCK COI"O°BLK. FULLY GROUTED hV2-#7 VERT. FOUNDATION PLAN SLAB: Sxlb POURED CONCRETE SLAB OVER(5EE 5LA13 x ° d —III—III G-4 BLOCK GONG. BLK. W/1 FULLY GROUTED CELL W/1-#6 VERT. EA. CELL „ - , -I -- - =III-III 50ALE : 1/4 - I-O SPECS) OVER APPROVED VAPOR BARRIER AND ----s- WELL COMPACTED (TO `15 %) GLEAN AND - - - - - - - III-III; TERMITE TREATED SAND FILL. i 6x16 I I I=1 11=1 11-I 11=1 1=1 1=1 1=1 -11 I- -ITI-1 I L-I 11-1 I I.I I 1=1 I L-I 11=111-1 SEE OTHER G-5 BLOCK GONG. BLOCK W/2 FULLY GROUTED CELLS W/147 VERT. EA. CELL EQ. EQ. DETAILS FOR 45° IRREGULAR NOTE: RINKER T990 OR EQUAL G.G. TO VERIFY ELEVATIONS WITH SURVEY draw in lo BEYOND SEE 5G PULE FOOTING G-6 BLOCK FULLY GROUTED W/1-#5 VERT.EA. CELL. AND ADJUST ACCORDINGLY IF NECESSARY 19 4'5c4"xl/4" PROVIDE 5TBEL GAP PLATE AND SADDLE AS NOTED ON DETAILS BEFORE CONSTRUCTION. DO NOT EXCEED MAX EXT. MONOLITHIC AT PAD C-7 TUBE STEEL BASE PLATE 10"x 10"x 3/4"W/(4)3/4"DIA. W. A.'s W/6"MIN.EMBED. BUILDING HT. ALLOWED BY LOCAL CODES. FOUNDATION PLAN THE DE51 ON PROFE55I ONAL A55UME5 NO s h e e t LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL S-1 FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION.