6972-6984 Ripple Pond Rd - 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 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. V-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" V-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x 3'-0" V-0" 4 #5 E.W. BOT. 15600 F3.5 T-6" x 3'-611 V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-011 x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-O" V-4" 6 #5 E.W. BOT. 42500 F6.0 6-0" x 6'-0" V-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 1 t - INDICATES SINGLE -STORY WALL FOUNDATION ......... J - INDICATES TWO-STORY WALL FOUNDATION mm - 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^ 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w Wa �;:U • #5 CONT REINF. SEE FND. FOR QUANTITY • #5 X 25" X 25" CORNER '� ',,; • '� ', ; • '� ; ; ; ; , . ' '•_ BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 5x5x3/8" A36 STEEL BASE PLATE 1 •, _ 4 0- d�-d SECTION A -A IG� 2" 05 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN �rM24 BOLLARD DETAIL SCALE: 3/4" - 1'-0" on._n.. omit" qmn� 2n'-n" 1'-8" 6'-8" 13'-4" X-8" 15'-4" •-0" -0" 15'-4" 3'-8" 13'.4" 6'-8" VERIFY 5OF A/C (iD LOCATIONby PAD PER COMP.VERIFY LOCATION Mtf F3.0 Hit VERIFY COMP VERIFY LOCATION OF A/C COMP PAD PERSITE SITE551 D1 Nv�sm F2.5 4" PVC CHASE OF A/C PAD PER L SITE S3M L LOCATION S3M PAD PER OF A/C SITE 4" PVC CHASE F2.5 T I II — F2.5 — I w w l I F2.5 — — 1 L I II 11 I I111 o I I 11 CD a0 a0 CJ CJ o ll II III S3M I I I I 1 1 M M I I I I I I S3M A ® I S3M _O.. I IIII I 1 1 S3M S3M &4" C7 �7 II III O'-M 11 III A S3M I ® I I II I a I II II t- II w a 1 o cn I 1 1 l i I I cn I �-4" I 11 II 1 I - 1 1 PROVIDE 1 4" PROVIDE 1 4" RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S-•6.1- II I I - I 1 1- -4"� `\I4" ® II 11 SCOPE FOR WIDTH SCOPE FOR WIDTH 1 I II=® CN IPROVIDE MI— 1 1/2" I PROVIDE 1 1/2" PVC I ! ! 4" PVC RECESS FOR SGD. )IM REFER TO MASON'S I I CHASE I I I I PW01 r { I CHASE I I I I I ! ! I RECESS FOR SGD. REFER TO MASON'S SCOPE FOR WIDTH I I 1 D1ro SINkt I %o a' c0 I ! I;INK { SCOPE FOR WIDTH I I I � � F1170 � 55 lr/D1 I I I ----------- 1 i l----------- 1 - - �� - - - - --�-- - - -- ] PW01 C - t I ----------- I { I/------------ 111 I 55 I D1 II II 11 D1 I Il PW01 II ll II II II 11 11 II D1 II I1 II II 14'-2" 14'-2„ I I 5'-10" II { I 16'-11" 16'-14" I 16-0 " I I 3'-1 OT, 1 I 3'-10 " I I 16'-0j" 1 ! _ _ _ _ _ _ _ I I — — — — — — — —PF 00 I I 1I I l q Q I l I I I I o 0 I I Ila � 11 I I I I SIN I 11 11 II 1 ( III INK 5'-4 1 8'-7 " " z I I 6 -Ol I 1 i GG 1 1 IIII I I I i GG 6'-0 I 8'-- 2 I 5. .. io S3M I I I I S3M I L II it I I I I T I I I '-1" 7'-10.1 1 1 1 10'-1" 10'-1" ! ! 7'-10" 2'-1 PROVIDE 1 5/8"x9" I RECESS FOR DOO I I u� I I I GG _ _ _ _ S3M I I 1 I 1 1 1 II j IIII • '�? '- I I I ��_-- - - GG I 1 I I I S3M I PROVIDE 1 5/8"x9 RECESS FOR DOORI V (- S3M C7 -011 SLOPE I ( I I I W/C I I I `f 11 II II 1 11.' 1 I I I Ir I I I (` W/C I 0. 1 I O'_O"� S3M I SLOP X. F F.F. L I! L J ELEV. BELOMORE CAN ELEV CAN BEELEV NO MORE THEAN _I PED I I 11 I I PED ELEV. BE NOOX HAN I 1-112" ELOW TOP OF EGRESS F3.0 I K I j PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I S K 1-112" BELOW TOP OF E RESS 2.�.. D009THRESHOLD. FIELD I I I S3M N I RECESS FOR DOOR. RECESS FOR DOOR. I I III I N I I S3M I DOOR THRESHOLD.�IELD 2... L VERI ---- M _ — I I I-- --I I M — _j — RIFY J —_..-- — — — H — — . e — — — — 1 K N N 1 '- 7'-6" 7._6" N K (55 D1 S3M S3M 4I I 4• S3M S3M D1 7'-2" 9-11 .. 2._ " 2._63" 2'-E 2'-6,3" 9'-11 j" 7._2.. FM24 40 I FM24 FM24 FM24 I ED I I o I PE SINK I 00 55 ELEV. APPROX. 1.112" ELEV. APPROX.1.112" 55 PW01 60 SINK BELOW F.F. BELOW F.F. D1 I = N D1 IM. W/ CUT TAN ELEV. CAN BE NO MORE ELEV, CAN BE NO MORE D1 1-1/2"BELOW TOP OF THAN 1-1/7 BELOW TOP F SIM. W/ CU N W/C w = 0 �, 1 ILK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESH D. LK AT BASE I 0 N w W/C = FIELD VERIFY FIELD VERIFY O cn `� PW01'- - - O� 01 -- N p 1 Noy - D1 55 D1 I 1 a 0? a a a I I 55 D1 SIM. W/ CUT I O - O I SIM. W/ CUT BLK AT BASE BLK AT BASE J I I J I S3M ;T% - S3M S3M 1 L . L_1_ - ;; /;z4 71 __j 1 0 15 �u E0 V L SYMMETRICA L Z111,11 IM 03 ED S3M � S3M 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8" 8.41 2'-8" 2'-8" 8'4' 3'_0" Ir 13'-8" 13'-4" 13'-4" 13'-8" 6'-4" 6'-8" 6'-8" 6'-4" 1'-8" 20'-0" 20'-0" 20'-0" 20'-0" (1666) FOUNDATION PLAN (1787) SCALE: 1/4" = 1'-0" rY3 RV a rr . c- v � W � •C O �s Z C N N m ^ C LL Q- A O r N W o =co #W a N ++ C .y E s c a• � =a io ! m �+ d co _ T N d c � �o 0 a 0 i= L O -=,�, oho • ,.. •- �*yam \\` 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 Bulldlnp 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. Q Nco N$ rDD N � W di UJ 'N � J VI ri v J LL LL3 LL d Z gY_ n. 32 g w fY ; �, 0 I.I.W��QjO' m w = c czar N W ❑a z z z a N — N Z C/�. LL w ' U ° - � 0 W N :) c N A LL{+ Q N r- M S z E° OU z• Q 'T r0 k U a< oa W0 ] Z - O E g� i o �z ra c o ZLL zN _j SW �Z W �j� SIR U �N 0 .B > ( = i O L' J dam' o^O co C C� *" T d CN °' Q CL _C.0 Q: CV I-- r O O Q N Cv) -fir• Q � � T CV CO N C, LO r o Z 1/J O a EEE 3 v "3 0 _ a o c JOB NO: 22-12484-12481 SCALE : AS NOTED SHEET NO. 2