36492 Well Hill Way - Laserfiche WebLink

Browse Search

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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN ' —� wco CONTROL JOINT DETAIL SCALE:1 11T=1'-O" #5 CONT REINF. SEE FND. FOR - QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. ' • :` ��= REBAR, TYP. U.N.O. ♦ _ t , ♦ 4 1- TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. (4) #5 REBARS CONT. CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 BASE PLATE I L 0 I I 5" SECTION A -A 0 SCALE: 3/4"=1'-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 /G24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" T-0" x T-0" x 1'-0" wl (4) #5 E.W. SYMMETRICAL 1' 4" 13'-4" 3'-8" 3'_8" 13'-4" -0" '-0" 13'-4" T-8" VERIFY VERIFY T-0" x T-0" x V-0" VERIFY 10, LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD (2) #5's PAD PAD L 00 L LPAD HOSE S3 7-0" x 2'-0" x 1'-0" OSE HOSE 2'-0" x 2'-0" x 1'-0" S3 S3 2'-0" x 2'-0" x V-0" BIB w/ (3) #5 E.W. BIB BIB w/ (3) #5 E.W. wl (3) #5 E.W. -- ---- I---- C51 —I F CONDENSATE c�i c�I CONDENSATE —1 FF -4" ELEV. FIN. CON I 1 INE -4" ELEV. FIN. I 1 -4" ELEV. FIN. LINE 1 I A W rz CONC. SLAB w rz CONC. SLAB -1$` CONC. SLAB WDENSATE n- S3 N 2 I 2 1'-0" 1'-0" 2 I I I Cn a' 0., 3' 10" 3' 10" 2' 8" 2' 8" 3' 10" 3' 10' 0.. 6' 8" 1 3' 10" F 55 D1 TYP. @ 2-STORY U.N.O. ■ PROVIDE 1Y2" RECESS SLIDING GLASS DOOR. MASON'S SCOPE FOR 1 ® I M I S3 r ® I -! 01 I 4" -4" 4" ■ ■ ■ ■ N ® I I El ■ ■ F- — -1 _ _ I — F- I— —I — — — — I PROVIDE 1 Y2" RECESS FOR I _PRO — Dom" RACE S OR r (� TO j- j— r I I SLTDDI 1A35 DOW.R�R r SLID( G GLASS DOOR. EFER 0 I I I I I I I MASO TS SCOPE FOR WIDTH MAS 'S SCOPE FOR WIDTH I I PROVIDE LINE FOR D1 I I L_ PROVIDE LINE FOR D1 I I I &D I PROVIDE LINE FO1-0 ICE MAKER I I co (o ICE MAKER - - I � J I i1 Irr� , !- 4 ICE MAKER I S3 I I I I I S3 I I ll L I I DBL. SINKwI C.J. - - _ �DISPOSAL I (III I L— J� 12'-5" 5'-1 D1 I \ I I �) 3Y2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN. I Cl)I L�-�j LL 2500 PSI CONC. SLAB OVER 6 MIL. I I L\ C`�Jji VISQUEEN VAPOR BARRIER I I I 00 I I I DBL. SINK w/ I I I I 00 I DBL. SINK w/ I I I °0 - io I I - -DISPOSAL � -_ C.J. - - � i5o - C.J. � DISPOSAL - _ I tO - I I I I IIII �I I�� -I I I I III` IL JII I I H17-28". 1 , I I IIL JI` JII I t L — " 5'_9" I I 12'_.•,5„ 5-_�" I PWO I �8 I PWO I I 0 I I� d I I 14'-6'I 10 3'-1 I I6 3'-10" 14'-2" I I I 14'- I' 3'-10" I I M`� -, I I I r am- I o I I I o co 0'-0" ELEV. I I I I I ILO OL 0'-0" ELEV. I I 0'-0" ELEV. ® (OIL FIN CONC. SLAB I I I I I I FIN CONC. SLAB I I FIN CONC. SLAB C.J. C.J. o — — — T—C.J. GG I I I I I I GG I I GG ® I S3 I I S3 I I S3 @FOUNDATION I I I @FOUNDATION I I I I 0 1 -4" I I 2' 0" 2' I I _ 16'-0 6'-0" 2' 0" ' M I I � I C9 I r_ 13 I I IL JI IL JI I I I I IL JI G �I\ll I I I I I I 'I�ED N (ELEV. APPROX. in I I I I I 11-1/2" BELOW F.F. ELEV. CAN BE NO ■ (MORE THAN 1 112" I — — — I L_` I � �� L— — — — I I I I I — — — i \ /i I L (BELOW TOP OF _ EGRESS DOOR (THRESHOLD. FIELD I _ = io II I I I I io K I I I K iQ 1 1 (VERIFY K i:t I� `O HI / H.W /I iv I ( � N I� W.H� / PROVIDE 11P" RECESS FOR S3 L� _` � �� S3 PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R is S3 L� �T� �ONT DOOR. REFER TO v I I v FRONT DOOR. REFER TO FRONT DOOR. REFER T v I I MASON'S SCOPE FOR WIDTH FM24 2' 2 ' Oj1 FM24 MANON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 2 _' ■1111 -4" � I I I I I I -4" -�" , I I -0' 4'-0" '-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1 -8 1'- " 4'-0" 0" 0" 00 I - °P q OjL-4" ELEV. FIN. I o o v I I 00 -4" ELEV. FIN. in I I -4" ELEV. FIN. I I I" I CONC. SLAB I I to -1 C° I CONC. SLAB CONC. SLAB I I Pwo1 I® I ® I Pwo � — C.J. U — — I — — C.J_ _ CJ' — I I O = O ' W 1 ��" 5 8" a I I �' C.J. _ + _ C.J. r O I N - 3'-0" x 3'•0" x 1'-0" T-0" x T-V x 1'-0" N '� I "'� I - I°P I I `1' I I - w/ (4) #5 E.W. N L o wl (4) #5 E.W. I o I I 1 ® ^ ELEV. APPROX. ELEV. APPROX. �, I � I .-1-1/2 BELOW F.F. I 1-112 BELOW F.F. S3 S3 I ELEV. CAN BE NO ELEV. CAN BE NO r55 I I 55 I I I 55 D1 MORE THAN 1-1/2' MORE THAN 1-1/2" D1 I D1 I BELOW TOP OF I I _ BELOW TOP OF ■ �J I I I EGRESS DOOR °P EGRESS DOOR Z-6" x 2'-6" x r-0" I I I to I Z-6" x Z-6' x l'-0" o 1 I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. I o A M I FIELD VERIFY I I FIELD VERIFY I I M b + S3 I S3 I I I S3 A CD I Q "SEE S 3 FOR 10 RECESS OPT." Hzo OSE L — — — J L-- — — — — N BIB iv y L I (9- {- iv N %Sk N S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HSE (2) #5 VERTICALS WIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL V-8" 8'-0" V-8" V-8" 8'-0" V-8" 11'4" 11'-4" 6'-8" 6'-8" 1'-8" 8'-0" 1'-8" 7-0" 22'-8" 13'4" 1 11'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM 01#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN -LEFT SIDE SCALE: 4"=1'-0" ers N N G 0 co o "7 W `ate C. to � Z a x .. Gu-a N t0 O Cx yO� a 'y N Y d L d C,�5a a 3 cc io d aj W �•a>i co ee 7 a T � y � G �C p c. S 0 w M 0 N N o `��1:1:SiEftftf�' p . LE 1,VkO ``�� jL • •�' N0 PElo 5 ' w: :S'� STATE OF C[j .. O.• E%%%.%. N PO To the be of the Engineer's Imowledge, 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, 0 N 8 Ai i 0 O C um 0 " 8 # LL LL N �nr;� i W L W M M °: d dj y W a rLLLL a z Z �crn 0o Lma 0 103_ z t:! O W 'o f6Lu C � ¢ J m dmm; W J W Z 00 N CO Cj Z 8 LL vvi I=- z O U ❑❑❑ 2 W cD M Z N z o Q� J _ CZ � N "h N z U- � � U 0 w s N c v LL, LU mi. ' J c `R CD Q Y 0 o M M Z O z Z Q " E �� Q � O E 0 o° Fz �® ❑a �0 00 CO <z�Q 4z W L -0 wZw J W 0< 10 m J m Q W W � 8 a°0 O � �z s° U i °LL a NW W W m G ¢ - OW r> v zl< a o •� T > 00 T I � rn �— c7 T M L CID00 OTO T r f� Cr Y T OTO V) m OTO E— O Ln cM LO .� 0 CO rn 04 Q U-) csj T rEa 1 04 T iri O o Z z E T'" E c a U 0 Q t7 JOB NO: 23-13115-13120 SCALE: AS NOTED SHEET NO. 2.1