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0+ 3 0 V) 0 a M O I 0 J O a I I 0 C CN 0 t2 0 LO CD 0 I in CD 0 0 c '3 Q N N 0 a N O 2 c c J a i Lam. 0 U 0 U i d 0 i a a Lam. a 0 a CV N 0 v 0 a m 0 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 3'-0" x T-O" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-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" 1'4' 6 #5 E.W. BOT. 42500 F6.0 6'-0" x 6'-0" 1'4' 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 r L________; 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 12'=1'-0- • ' . TYP. CORNER BAR PLAN DETAIL SCALE: 1 12"=1'-0" 5x5x3/8" A36 STEEL 1 BASE PLATE M 0 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN #5 CONT REINF• SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 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 ff'M24 BOLLARD DETAIL SCALE: 3/4" = V-0" (;p 1'-8" ')ry r%" on�_n'. �n'_n'. 6'-8" 13'-4" 3,-8" 15-4" '-0" '-0" 15'-4" 3'_8" 13,-4" 6'-8" 01 VERIFY LOCATIONby OF A/C PAD PER 55 SITE COMP. COMP. MtfIRI(!AL VERIFY LOCATION F3.0 VERIFY LOCATION--N,COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 D1 4" PVC CHASE OF A/C PAD PER SITE S3M OF A/C PAD PER S3M SITE 4" PVC CHASE F2.5 ---- I F2.5- I I I II 55 1111 I o II 55 II I L I I D1 I I 9 II 11 I I D1 I II II L I S3M 11 II I M M II it I II S3M I I A ® I S3M _011 i 1111 I� it jl 1 ,Q4 S3M S3M ,�4 V 11 II o1_D" II III I II A I S3M I ® I I O I W I I 1 1 Tzz �/ I �/ III IL J w w9 I tJn I j l 11 V 1 1 III can I I �-4 —I 1 — I II II I I I I -— 1 I PROVIDE 1 PROVIDE 1 RECESS FOR SGD. RECESS FOR SGD. I REFER TO MASON'S REFER TO MASON'S III I I I I 4�— — I — —6d—I- t `�' N ® ®® I N � J N i 1 I I I i I 11 - SCOPE FOR WIDTH SCOPE FOR WIDTH 1 1 I I p I I I b 11 I I N I ®® 110 A I PROVIDE 1 1/2" A N `V I ( I 4" PVC 1 1 1 1 4" PVC I IN PROVIDE 1 1/2" I A K// RECESS FOR SGD. REFER TO MASON'S I I I I CHASE 1 PW01 II 11 I 1 1 1 I CHASE I II I RECESS FOR SGD. S3M REFER TO MASON'S SCOPE FOR WIDTH 0, i I D1 SINkI 1 � {I1 /OINK I 1 SCOPE FOR WIDTH I I I I p � I �p I 0 0•a V -0" I I� p � I I I 55 D1 I I I ----------- 1 I I-------------�T I — --&� — — — —— — PW01 C ------- — III TF------- I 1 55 _ — —= -- — I I 1 1 II I D1 I I I PW01 I I II II II it 11 II II Di II II II II 1 5'-10" 1 1 14'-2" 14'-2" 1 1 5'-10" 11 1 I 16'-14' 16'-14" I 16'-0211 II 10 3'-104" 1 I T-104" II 16'-02" ____=___=__ II II — 11 11 Er =_=� =o = 1= 1 I11 I I II 1 r —� I',1 o : T SIN I I IT I I I III INK _ 5' 4" I 8'-72'1 . N I 1 6'-02" I I GG II 11 I I i„ GG I I 6 -02 I r N 8172,1 I 5'4' 00 S3M II I I II S3M X. 11 — --�— — — — — — — II _ _ ' - I I I I N j — — -1" 7'-10" I 1 1 10'-1" 10'-1" I 1 N 7'-10" 2'-1Ik 1 I 1 I III _ to PROVIDE 1 5/8"x9" RECESS FOR DOO Lza /- I I I I I GG �/ T I I I j i GG I I I PROVIDE 1 5/8"x9 RECESS FOR DOOR! V V J S3M I I Illl I I S3M _ �'-0" r SLOPE S3M ( I I I W/C I I 0-0 II I I I F 1111 11 `t I 1 I I ( I W/C I 0'-01. ( I I I 0'_Oa I S3M SLOPE 1 ELEV APPROX.1 112"BELOW F.F. �- r l )- ELEV. APPROX.1-1/2"BELO F.F. ELEV CAN BE NO MORE THAN -1 PIED I I I I I I PED -] ELEV. CAN BE NO MORE HAN I 1.1/2" ELOWTOP OF EGRESS F3.0 K I K PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I S K 1.1/2" BELOW TOP OF E RESS DOOpTHRESHOLD. FIELD - I I I I RECESS FOR DOOR. RECESS FOR DOOR. I I I I DOOR THRESHOLD.�IELD 21411 VERI L_ ---- N I S3M — — -- ` — N III 11 1 N I -- -- 1 1 S3M N RIFY 21�11 J ---- I �4„ 4' — — --ems— — I �4„ 1 I io K N N 1 7'_6" 7, 61, N K I 5510 D1 S3M 7'-2' S3M 9-11 „ 4" : I 2,_64„ 21 1, 1 . y 4" 2'-64" 2'-64" S3M 9'-11 " 55 S M D1 7,_2" I FM24 FM24 FM24PE FM24 I o T I I o T I SINK I coo" 55 ELEV. APPROX.1-12' ELEV. APPROX.1-1/2" 55 pW01 i co 04 SINK BELOWF.F. BELOW F.F. Di N D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-1/2" BELOWTOP OF THAN 1-1/2" BELOW TOP D1 F SIM. W/ CU N WIC w N I ELK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. LK AT BAS I Nt8;r w W/C FIELD VERIFY FIELD VERIFY 0 fn N PW01 I N rn N D1 N o> - D1 55 I 1 T � a "L O0 I I 55 D1 w a cn cn w D1 SIM. W/ CUT 1�5 u) iu) 1 SIM. W/ CUT BLK AT BASE BLK AT BASE J J I 1 J J -7I I S3M S3M -,rr/ -7 7a �7 S31M S3M I L -Ira — 7- hm_u 7 z-7 77- 7 7-/-77- ---i 7n 7 101 lm� L SYMMETRICA L IM 2� 3'-0" 8'-0" 2'-8" 2'_8" 8'-0" 2'-8" 2'-8" 8'-0"_41 2'-8" 2'_8" 8'-0" 3'-0" 6'-4" 13'-8" 13'-4" 6'-8" 6'-8" 13'-4" 13'-8" 6'.4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" V-8" (1787) (1666) (1666) (1787) N S3M CN N FOUNDATION PLAN SCALE: 1 /4" = V-0" 'a 0 �- O M N _' tV ✓� � t L cm • �t SZZ Lij CL aa�- 2 /1� •� � u -� -� LLI •v �� `t '• r ••' fit\ {\ FL. �.••o `•`t " S S S i ; 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 91 W d E o 8 v " 6cN� Yi di Q N r02 # LL N M Q 2ss2 J C J LL 5 M w LL SS w a Z -v C c � m A LL- � 9 o 1 W 7 cc N Z J LO �Z G ;n N O U 0 00 Z W U) pp 0 z � $ Q a "' to N z o Q) Ci o u_ a--+ N O L1J Jim W r 8 U � � Qc see o M M w LJL E wo �z a >o Q E � w� z _® oa Fca q 5° �U oQ Z o � N t a0 °dz o ao wz -2 wi d ro N = z y U ym '0 O¢ Z Z ill Qz N 8w � �O U a W >Z w w J J �I0 >x O c0 w� za a 03 c o T > (� �.. rn m m 0 W T^ �- 00 ALA T Q O I Lfl U U V U/ m Q �r CV � o0 � N Q "it L0 d- � T T- ci m n c z E d- M a E U Q p JOB NO: 22-08381-08378 SCALE : AS NOTED SHEET NO. 2