7050 Ripple Pond Rd - Laserfiche WebLink

Browse Search

o, i a 0- 0 rn 0 I 0 J 0 cn Ln O I O S L0 0 I F- ILI 0 a to 0 I N 0 J d- 0 LL 0 I O C) I N 0 _ N 0 Q 0 i d N N E x 0 O C J N tZ- 0 U 0 0 0 UI U O a U _ a I Y i 0 J N 0 rn a; 0 a 0 a CV N CN LO rn L 0 Q m 0Cn 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] F1.6 V-0" x CONT. V-0" 2 #5 E.W. BOT. 3000 F2.0 2'-0" x 2'-0" V-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 T-6" V-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" V-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'-0" 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. 9 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 1 1 - INDICATES SINGLE -STORY WALL FOUNDATION L INDICATES TWO-STORY WALL FOUNDATION INDICATES CONCRETE PAD FOUNDATION W.W.M. PLACED IN UPPER 1/3 OF SLAB OR 1/8" SAWCUT x 1/4 SLAB FIBERMESH REINF. SEE THICKNESS WHERE PLAN SHOWN ON FOUNDATION PLAN 7C C CONTROL JOINT DETAIL SCALE: 1 12'=1'-0" `•," •:=. •Cir , • #5 CONT REINF. SEE FND. FOR QUANTITY q•,: ''';;;r #5 X 25" X 25" CORNER • ' '� I ' • _; BAR ONE FOR EA. •;, ,;; HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE'. 1 12"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A L (4) 1/2"x3 3/4" WEDGE _—_ ANCHOR BOLTS w/ MIN./MAX. 3" 5„ EMBEDMENT SECTION A -A a <d CONCRETE SLAB PER PLAN FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" I 1'-8" N S3M CN CV II1F•16 0101961 r71WIN go,-n,, V-8" 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0. 15'-4" 3,_8" 13'-4" 6'-8" VERIFY LOCATION OF A/C PAD PER SITE COMP. COMP. VERIFY LOCATION F3.0 VERIFY LOCATION A/C PAD PER COMP. VERIFY LOCATION OF A/C PAD PER COMP. SITE 55 D1 OF A/C PAD PER L L OF F2.5 YD1 4" PVC CHASE SITE S3M S3M SITE 4" PVC CHASE F2.5 F2.5 F2.5 II II 11 55 I I o o 11 I I 55 I I I I S3M I D1 1 1 Fo I I 11 11 1 M M co !! D 1 i III I I I L S3M A ® I S3M 0" I 1111 I II ji 1 4" S3M S3M 4" V � III II II 0'-0° II III I III A 1 S3M I I O I II 11 l/ II III I � I II II PROVIDE 11, PROVIDE 1 III I 4 ® ®® 1 *Ile __ _J N I I I I I I 1 I II I I I I I _ RECESS FOR SGD. RECESS FOR SGD. REFER TO MASON'S REFER TO MASON'S I SCOPE FOR WIDTH SCOPE FOR WIDTH -_ I 1 — — I-�— I I I I I II b"IT I I I I 7 ——GII—I— 1 `IN N I PROVIDE 1 1/2" PA `~ 1 II 11 T II II 1`V PROVIDE 1 1/2" I A RECESS FOR SGD. 3M I 4" PVC I I CHASE I 1 I I I I 4" PVC ! I CHASE I A RECESS FOR SGD. S3M REFER TO MASON'S I I II 11 III REFER TO MASON'S SCOPE FOR WIDTH a, i PD01 SINKI I � -1 I I I LINK I SCOPE FOR WIDTH I EaV i l-----------7T - — I - - - -mod— - ] PW01 C I I P o �__-__________ - I I Tr----------- III 55 I -- - D1 1 I D1 I 1 1 I 1 1 D1 1 1 11 I 1 1 PW01 III I I I I II 1 1 D 1 I I 1 II P/z 1 I II I I 5'-10" I I 14'-2" 14'-21, I I 5'-10" III 1 I 1 16'-14" 16'-14' I 16'-O2" I I 3'-1Q41' I 1 T-104" I I 16-02" I L 1 I I O O I I I 1 I l o o pzi I I I I 1 1 O O II ( I Il�r v II I I II SINJ I I I I I'- r I 1 I I III INK „ 5'-4" I 8 -72 N I �„ I 6 -02 ( I GG II II 1 1 i" GG I I 6 -0 I - N f„ 8 -72 S31M I I 1 1 I I S3M T. 1 1 14 II 11 I N 7'-10" II 1 10'-1" 10'-1" I I I 7'-10" 1 I 2'-1 J , PROVIDE 1 5/8"x9" RECESS FOR DOO I I 1 ( �? 10 ( I I GG _ _ _ _ 11 I 111 I 1 I I I _ _ _ _ GG 1 I 1 PROVIDE 1 5/8"x9 RECESS FOR DOOR! S3M J 1 11 II 11 11 S3M L f SLOPE S3M I V 1 I I W/C 1 1 1 I ( I a 1111 ! I Ir I I 01-0.1 W/C I I 1 I I I S3M SLOPE, -1 ELEV APPROX.1-112"BELOW F.F. L— J i . ; L J FT ELEELEV. ELEV CAN BE NO MORE THAN 1-112" ELOW TOP OF EGRESS F3.0 PED 1 PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" 1 1 1 I I SI ED CAN BE NO MORE HAT 1-112" BELOW TOP OF E RESS D009THRESHOLD. FIELD L 2-4" VERI - M I I K I S3M iv RECESS FOR DOOR. RECESS FOR DOOR. III 11 1 `V K I I S3M 1 M DOOR THRESHOLD. FIELD RIFY 2'4" 01 J -C ---4" - -- __�ft ed __ -- - -- Cv 1 I 1 -40 cD cv 1 ' K N 7'-6" 7'_6" 21 „ co N K I 55 K D1 S3M T-2" S3M 4" I 9'-114' 2' 64" 2' 64" I • � 4" 2'-64' 2'-64" S3M 9'-114' K 55 S3M D1 7'_2" FM24 FM24 FM24 FM24 I ED SINK I O 60 I I 55 ELEV. APPROX. 1-1/2" ELEV. APPROX.1.112" 55 I pWp1 1 N 1PE SINK N D1 IM. W/ CUT TAN BELOW F.F. BELOW F.F. ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE 1-112" BELOW TOP OF THAN 1-112" BELOW TOP D1 F SIM. W/ CU D1 N I 1 W/C 0 1 N LK AT BAS EG ESS DOOR THRESHOLD. EGRESS DOOR THRESHOLD. FIELD VERIFY FIELD VERIFY LK AT BAS 1 0 N a w W/C ( 1V C"a0iwo-ow- rj N PW01 `�' / - - 01 --fry- - -1- rn N - - D1 N - - o� 1 - - —ed - - - - - - D1 55 D1 I 1 oo w O d a w 1 55 D1 SIM. W/ CUT 1 O 10.- I SIM. W/ CUT BLK AT BASE BLK AT BASE J J I 1 J J 3M S3M IT) S3M -77-1-77- S3M /-7 7-47 7-1-7, __4 — L SYMMETRICA L S3M 10 3'-0" 8'-0" 2'-8" 2'-8" 8'-0" 2'-8' Z-8" 8'-0" 2'-8" 2'-8" 8'-0" S-0" 6'-4" 13'-8" 13'-4" 6'-8" 6'-8" 13'-4" 13'-8" 6'-4" V-8" vr 20--0" 20'-0" 20'-0" 20'-0" V-8" fl (1666) 5 N S3M FOUNDATION PLAN (1787) SCALE: 1 /4" = 1'-0" �N ti O Cn L x O t- ` rs � D v t:;_`� O O Uj 0 Uj r: _A+ U 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. W QO vEE v N o N O OCf 'n w 0 fA W N c0 N # i; .4 N 0 � ,y c: M J C J U. W LL LL a. a Z — C rM O W 0 cp m u, ZIL u' N Z Q J co Z N O U W U U) ❑ ❑ z N th z � g z o � Q J a N N [' z 0- (v 4-1 Um 0 Ln N � w o C in U C a �E w= U o N �Q c N 0 I� o cn z z M 03 z m ;) a Wz aR z® Od t— oj C1 ° UO U � gaZ Z o E ON i z ,0 Q° ¢ � >` n7 m� O z c v J 8 a z z •n N o, jo W U 01w a � 'o o O w >a� C o r a� (Yi N m m H cr) o^O Q O m O cep Q O N CV Ln F-- CV C5 Q L0 `mot r E c 1 CV �; Z M Z E M m a U _j -o - Q p c JOB NO: 22-05604-05601 SCALE : AS NOTED SHEET NO. 2