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•— _1 I _ I !I III I _— 1 I u. a 11 e 1 .LL1 -- - -- —1 - 1 1, 1 1 1! 11 1 1 1 1_ _. 1 1 I I I I 1!1L II � NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR BOND BEAM FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) FOUNDATION SCHEDULE GRAVITY MARK SIZE DEPTH REINFORCING CAP. [Ibs] F1.0 1'-0" x CONT. 1'-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 T-O" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x 3-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" V-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 114" 7 #5 E.W. BOT. 61500 FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. FOUNDATION LEGEND INDICATES SINGLE -STORY WALL FOUNDATION INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. CONTROL JOINT DETAIL SCALE. 1 1a'•1'-0' 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN :rU • #5 CONT REINF. SEE ,: •" :; FND. FOR QUANTITY '•_;; ;r #5 X 25" X 25" CORNER ; BAR ONE FOR EA. x�r;� r ,•• HORIZ. REBAR, TYP. —V , .. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE. 1 1/2"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 zo 5" SECTION A -A _T, 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \--CONCRETE SLAB PER PLAN �rM24 BOLLARD DETAIL SCALE: 3/4" = V-0" S3M N 191.'WEx gm_m, qn,_n" gn,_n1, II•{RI1W 1'-81, 6-8" 13' 4" 3'-8" 15' 4" '-0" '-0" 15' 4" 3'-8" 13' 4" 6'-8'1 VERIFY OF A/C 55 SITE D1 LOCATIONby PAD PER COMP. COMP. VERIFY LOCATION MLOIRI F3.0 VERIFY COMP. VERIFY LOCATION OF A/C COMP. PAD PER SITE tl 55 F2.5 4" PVC CHASE OF A/C PAD PER LOCATION SITE S3M S3M PAD PER OF A/C SITE 4" PVC D1 CHASE F2.5 II — F2.5 — I —w ------------- w I r F2.5 — - _ ---- I S3M I I 11 I I I I o 1 1 II 11 II II a a CJ 9 CJ cn cn I I o II ll I l l 1 1 I I II II ll II I L S3M ( I I S3M I 11 I I� II S3M S3M V V ll I I 1 I 01_01 I! 111 A I I S3M I I ® w I If I I III iin I I o I �, I I If I III, o I � cJn ( �-41, -I j - ® ®® II II I I I I - --I- I - - I 1 PROVIDE 1 4" PROVIDE 1 RECESS FOR SGD. RECESS FOR SGD. I REFER TO MASON'S REFER TO MASON'S I III 1 1 111 I I I - - -r— - I -4"� - -9j L ®® Im ( --- J N PROVIDE 1 1/2" I I 1 1 I I 11 I SCOPE FOR WIDTH SCOPE FOR WIDTH I 1 I I - II I I ¢�N N I L_ 1 1/2"RECESS I 4" PVC 1 I I 4" PVC I I I`NPROVIDE v FOR SGD. S3M ICHASE III ICHASE 1 RECESS FOR SGD.S3M REFER TO MASON'S SCOPE FOR WIDTH I I I I I I PW01 1 1 a, a� I I I I 1 1 I I REFER TO MASON'S SCOPE FOR WIDTH D1 SINK I io io I SINK I I I 55 D1 I I I � I I I ----------- I I __——————— — — -- IT I p1_p11 p11 I — — —�— — — — — —6d— — __ PW01 _- I 11 I I -------- --- I I Tr-------- I 55 — I II I I I I D1 I I I l l PW01 II ll II II I 5'-10" 1 1 14'-2" 14'-2" I I l l 5'-10"pz I 16'-14" 16'-14" I 16'-02" I I 3'-104" I II 11 I 3'-10to 4" 11 11 16'-0" _— — — — — — — — — — — — Il I- ❑� I I I II'1 I I' �� I I I Wit• � I I I I I I SINI 8-7 I I I I 6-021 I I II I I I 601. 2 INK 25'-4" 8' 71„ I10/ S3M 11 I I ll S3M N I I L _ _ I - —�— - - - - —�— I I 10'T-10" 10'-1" T-10" I I 2'-1 II I EO PROVIDE 1 5/8"x9" RECESS FOR DOOF. I I I I I I I I PROVIDE 1 5/8"x9 RECESS FOR DOORI I GG - III GG I I I G _CtI J S3M I I I I `I `I I I S3M I L _ r S LOPE S3M I V W/C I I I I O'-0" 11 `I LI I I I W/C I I ( 0'-01, I S3M SLOPE _1I ----- ELEV APPROX.1-112" BELOW F.F. L J r & L J ELEV. APPROX.1-112" BELO F.F. -- ELEV CAN BE NO MORE THAN 1-112"' ELOWTOP OF EGRESS PED F3.0 K I I I I I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I I I S ED ELEV. CAN BE NO MORE HAN 1-112" BELOW TOP OF E RESS i D009THRESHOLD. FIELD I I I K I RECESS FOR DOOR. RECESS FOR DOOR. I K I I I DOOR THRESHOLD. FIELD L 2 4 VERI — — — — M S3M N III (I N S3M M RIFY 2'-4" J I 4„ I 4„1;j?� 4" iv in 55 I K K S3M 1 T-6" 7,_61 2' N K 539' K I 55 D1 S3M T-2" I 9'-11a 2'-64 2, 6 11 I 64„ 2'-6 ,. 2 11 a' S3M D1 7-2" FM24 FM24 FM24 FM24 I ED SINK I I N ( I 55 ELEV. APPROX.1 112" ELEV. APPROX.1-112" BELOW F.F. BELOW F.F. 55 I PW01 D1 o CO14 PE I SINK D1 SIM. W/ CU ivE D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-112" BELOW TOP OF THAN 1-112" BELOW TOP OF iv W/C w C) I LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS I N a w W/C "n v/ - - 01 - rn - T b N — - D1 0 zn — — — T- — - — — ol D1 55 I 'v n C? v a nw � 0 0 w a I 55 D1 SIM. W/ CUT I O O Cn I SIM. W/ CUT BLK AT BASE BLK AT BASE J J ( I J J -7 I S3M S3M -7 ;� 71, S3M S3M I L 01 -7 L SYMMETRICA L S3M � S3M T-O" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' 2'-8" 8'-0" 2'-8" 2'-8" 8'-0" T-O" 13'-8" 13'-4" 13'A" 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" 1'-8" •1 - FOUNDATION (1787) SCALE: 1/4" = 1r-0" 0 0 PLAN I M N 0 N 0 CU -c > w CD C t0 C,3 N d N X 3 ar as da�c � E tY 3 m y- *E to U Q V O ' `��ttlttltfNllrrjr�f� W N �;�o 61 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E o g s V 0 Loa N D n J Q Q7 N 0 LL Z jLLU_ �a ro�rn a 5 0 W rR�°n°' m W _ LL Z IN aY Z F = N O U 0d o W ❑ ❑ CD � N L QU) — N r � Ca o 4-1 iJ LLJ � m -� O C y Uq W � E 1 0� S e; C U) � - sm o co 171) n E s° <� L E Ov oa F- �<�z u �° Z 8 w C7 O Y �m �� >- zC� .s N J i�b �� a 8� zoz W QD C. S ao } Cn 2 r 0 .2 N > C'7 I... rn m CL O O F -- J L LO CID c Q 00 T O - T � O '6 o O cQ co a Q ram1 � N ~_ CD N c LQ O N O M QO N LO � O O � .- E r Z Z E O cc a o 0 _j ¢ o � JOB NO: 22-12492-12489 SCALE : AS NOTED SHEET NO. 2