36351-36371 Garden Wall Way - Laserfiche WebLink

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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 ® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. �* 1/8" SAWCUT x 1/4 FSLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 1112"=V-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE - FOR EA. HORIZ. ° .. ° REBAR, TYP. U.N.O. °0� °°� `°• ° .. ° •°vim TYP. CORNER BAR PLAN DETAIL SCALE: 11 /74'.0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1 A W.W.F. d. < y4A4 ed a d ° a d (4) #5 REBARS CONT. 4" Z-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BASE PLATE —, YI SECTION A -A �F47 0 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE — ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB (F"'M24 BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" SYMMETRICAL 18'4l & 18'-0" & 18'-0" 01 1'4" 13'-4" J 3'-8" T-8" 13-4" -0"j '-0"jo 13'-4" 3'-8" VERIFY 71 VERIFY 3'-0" x T-0" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD T-0" x T-0" x V-0" PAD PAD L L PAD wl (4) #5 E.W. L 53 HOSE S3 S3 2'-0" x 2'-0" x V-0" OSE HOSE 2'-0" x 2'.0" x V-0" 2'-0" x 2'-0" x l'-0" BIB w/ (3) #5 E.W. PIR w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE � � CONDENSATE CONDENSATE LINE 4' ELEV. FIN. I I I LINE ELEV. FIN. 1 I LINE 4" ELEV. FIN. 1 A w 1 o CONC. SLAB 2 W o CONC. SLAB 2 W 0 CONC. SLAB 2 I I 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 0" '- "1, 6'-8" 3'-10" it 3'-10" 2'-8" 4" % 4" 1 1 % -4" �� ■ ■ ■ ■ ■ ® ® ■ ■ 0 Ir -- — _ PROVIDE 11�RECESS FOR — — _ I _ _ j— Tj — — — — ROVIDE 1Y" RECESS FOR I _PROVIDE 1 "RECESS FOR— �, SLIDING GLASS DOOR, REFE TO — I 1 LTD�I-NG ,( ASS DOOR. REFER TO r — SLIDING GLASS DO . REFER TO I I -I d I MASON'S SCOPE FOR WIDTH I I ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH Icc J ® ( M PROVIDE LINE FOR D1 `00° I I L D1 PROVID EL NE FOR M I I CD M CE MAKER NE FOR D I I I c� I S3 1 ICE MAKER I I I I S3 I I I S3 I 171 I ' P I 11%) 4- YMSLAB FORI I3" IN. 3000 PSI GONC. I II L� I 1]T IL�J j I H2ERNAN00 DO COUNTY ONLY. 3Y S;>CONC. SLAB OVER 6 MMIN.IL J VISQUEEN VAPOR BARRIER ® I I I I I I I DBL. SINKwI 00 ( i I DBL.SINKwI I I I I oI I DBL. SINKw/ I I I x C.J. _ -_ DISPOSA _ co _DISPOSAL - _ _ C,J, CO DISPOSAL `0 d D1 I (III rd11 -,III IIIQ) 110111 I I III J JII ( I I IIL JI.__JII I I I I I uL JL JII I I Z STORY U.N.O. I -i= JL — —�- I - �— — J L= _—� I I L= _� L� _ 0 12'-5" 5'-111, 5'-11 " 12'-1 " 12'-1" 5'-11 " I ® ( I PWO I I PWO I I I I PWO I D1 D1 I I D1 I M I I C5 ^�� `° I I I I� I 1 I I I I I I i II I I Arm 14'-6' 3'-1 " I 13'-10" 4'-2" 14'-2' 3'-10' co 1 o I I I I I ( I o 1 I I o coI r r 0'-0" ELEV. _ I 1 0'-0" EL E In OIL 0'-0' ELEV. I I I I I I FIN CONC. SLAB I I FIN CON . SLAB ® I FIN CONC. SLAB — — C.J. c.J. — — �---� — — , C.J. _ CD GG I I I I i I GG I I GG o ® ( 53 I I S3 I I S3 I @ FOUNDATION I I I I I ( @ FOUNDATION I I I I i @ FOUNDATION I ( I I 0 '-4 1 " I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" co I 1 60 I —ICI �' ® I I I� �i I� I I I I I I I JI I_ I I I J °° I I ''�00 co I I I JELEV. APPROX. r l I I I1-1/2" BELOW F.F. ELEV. CAN BE NO I 174 I lit I ! I I I ■ IMORETHAN I1l2" — — — L`\ i �� — — — I I r — — I �►� L (BELOW TOP OF I I I EGRESS DOOR (THRESHOLD. FIELD iVERIFYK N i� 11 1 1 1 II CD K K in I I m N I N I _� PROVIDE 1/2" RECESS FOR S3 �� H. _ f�l S3 PROVIDE 1!2"RECESS FOR I I PROVIDE 1/2" RECESS F R a S3 �� LFRONT DOOR. REFER TO I %i v FRONT DOOR. REFER TO J L FRONT DOOR. REFER T T I MASON'S SCOPE FOR WIDTH 2'- 04' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10" ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 -4" I -4" 4° r l � i -0' 4'-0" -0" 0" 10'-6" 10'-6" 0" -0" 4'-0" 1 -8 1'-8" 4,_0" O„ O„ 0,_6„ j _ I I I - 50 M o i - O q 4" ELEV. FIN. 4" ELEV. FIN. I I -4" ELEV. FIN. I i co CO I I CONC. SLAB I I CONC. SLAB I CONC. SLAB I PW01 ® I ELEV. APPROX. ® I PWO I D1 I 1 I 1-1/2" BELOW F.F. D1 ---- ---- I U 2 ELEV. CAN BE NO I v ■ C.J. ■ (_ _ r _ I _ _ _ C.J. I _ _ o ELEV. ROX. I 1 MORE THAN 1 112" o — —r C.J. — I I - N I I N I 11, 1 112 BELOW F,Fii_ I BELOW TOP OF in I a N 1'-4" 5'-8" o I o ELEV. CAN BE NA I EGRESS DOOR �1 31.0" x T-O" x V-0" ( y I ( I C I MORE THAN 1.1/4"' 1 THRESHOLD. w/ (4) #5 E.W. N L o I o ( I I I BELOW TOP OF FIELD VERIFY s3 S3 `c' I �' I ® '' EGRESS DOOR I 55 ( I 55 I THRESHOLD. ( I I 55 D1 I I D1 FIELD VERIFY D1 ■ I I I I I I I�LO I I i ' A o I I I M - S3 J J I I I "SEE I S3 ■ _ - ■ I Q S-3 FOR in OR T I I RECESS OPT." L _ T L J — — — —S3 — + N L L A iV ® ■ S3 S3 HOSE HOSE ■ HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS BIB WIIN FILLED CELL WAN FILLED CELL BIB BIB WIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'-4" 1 V-4" lot 6'-8" 6-8" V-8" 8'-0" V-8" 70, 7'-0" 22'-8" 13'-4" 1 V-4" Ir 54'-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG, DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: X"=V-0" cat C'4 , ® > w p -C, >< 1Ln tn u s v'tjCl) E �a Q i� W SE vx1- R O F ES 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 Engineer's signature and seal. mm of (J cc In N ' N O ik LL C J LL o C1J LL d 03 Z co L O 3 Y} @ N G Y W m-;; C of w 1� Z � M Z Q 0.J LL Z N OU < o W ❑ ❑ Cr) M z N to o z 0 J d � N M U) � z 0 _ (2) 0 4-, LU v 0 g Lij I ^ N v I ZD c� W _ E s 3 I�U J. Q 0 co w M o Z z < O wg �p wz �� <N Z® oa H o E R� d0 00 0 �¢ N Z rW W L C - O Y U "� 0 O LL Z N J QW z c") ¢ ° z OZ -) oa ao N W W U o LL r= F >° CDwa CD C Z- aF NO > (0 m 0-4 0 N L � m M N Lin N 4 00 U W m CN 00 E_— O LO c o O M MT �a�' Z E N 4 r d E U J Q J JOB NO: 22-08387-08382 SCALE : AS NOTED SHEET NO. 2 1 1. 11 1 fT 1 - � -T- - Fr