6795-6823 Ripple Pond Lp - Laserfiche WebLink

Browse Search

. ---I_. __— 1._ 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'-O" 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" V-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: a 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 r L________ I - 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 BASE PLATE 1 T O M 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN UJ 0- #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 �G24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" Kawaw �n'_n" on'_n" ON-n" V-8" 6'-8" 13'-4" 3'-8" 15'-4" -0" '-0" 15'-4" T-8" 13'-4" 6'-8" VERIFY LOCATION OF A/C PAD PER 55 SITE COMP. D1 COMP. by tf VERIFY LOCATION F3.0 HVERIFY VERIFY LOCATION COMP. LOCATION OF A/C PAD PER COMP. SITE 55 D1 F2.5 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 F2.5 I I I I j l 55 1111 0 o II II 55 I I I I L � I I D1 1 1 io li li c° I I D1 ' S3M j 1 M M I I III I S3M I S3M I I I 41, S3M S3M �4, `�7 j j III 0'-0" I I III A S3M ( I ® w I II I I II ® I o J. W O C� I I I I ll ll PROVIDE 1 PROVIDE 1 I I �-4" -I ® ®® I J N II II T RECESS FOR SGD. RECESS FOR SGD, REFER TO MASON'S REFER TO MASON'S- SCOPE FOR WIDTH SCOPE FOR WIDTH _' I I I i II II 41 � L— N I PROVIDE 1 1/2" `� 1 1 1 II 11 T IN PROVIDE 1 1/2" I A S3M RECESS FOR SGD. REFER TO MASONS SCOPE FOR WIDTH 4" PVC I I CHASE I I I I I I I I pw01 1 1 Q, D1 SIN I I I a, C I II 4" PVC I I I CHASE I I I I I I I I I I IONK I A RECESS FOR SGD. S3M REFER TO MASON S SCOPE FOR WIDTH I G I � rr 1 I I 55 D1 ( I I ----------- I j i-----------�I� I 1 1 - --6d- - - - - -- - C ] Pw01 I D1 I ----------- I I --------- I �� -- II II ( 1 1 PW01 55 I D1 - - - - - 11 fir" II 11 II D1 I� 11 11 11 I 5'-10" 1 1 14'-2" 14'-2" 1 1 5'-10" I I 16'-11" 16'-14„ I 16'-pz,� I I 3'-1p4" I 1 T-104" I I 16'-p „ ----_ --- — I 11 11 I -GJ- I II I II - - I _--------- — — — — — — — — — — it I ill I I I I 1 F..:—1I I o o 1 _ I l o I o O I SIN21" I ( INK 8-7 ( lTl I I I GG 6It. 12' 87I 5r�1, EO S3M 11 1 IT l l S3M - - -- - - - -�-- - !_1I I I I I I 7-10" 1 i 10'-1" 10'-1" I I I I I I 0 7'-10" 2'-1 I _J PROVIDE 1 5/8"x9" RECESS FOR DOO I I ( I �? ll I III I I I I PROVIDE 1 5/8"x9 R RECESS FOR DOOR! I I GG _ _ _ _ T j _ _ _ _ GG I I I r, V S3M ( I J I III III S3M -- p„ r S3M SLOPE I V I I . I I I I I - '' � 11 ll-j 1 1 11� ` I I O I I „ I I 83M `1 I SLOPE ELEV ELEV AN BEE NO MORE THAN F F L J PED I I IFItl I I ED L J APPROX. 1-1/2BE LO ELEV."ELEV CAN BE NO"MORE HAN 1-112" ELOW TOP OF EGRESS F3.0 K I K I PROVIDE 1 5/8"x9" PROVIDE 1 5/8"x9" I I I S K 1- 1/2" BELOW TOP OF E RESS DOOATHRESHOLD. FIELD N I I I I RECESS FOR DOOR. RECESS FOR DOOR. I I op I I I N DOOR THRESHOLD. IFIELD L VERI S3M N III III N S3M c� . +_ RIFY 2'4 J -- ZD N -- ( iD 1 '- K N 7-6" 7'-6" N K I 55 K D1 S3M 7'-2" S3M 4" I 9-114 2 -62„ 2,_ ,� I , •� 4" 2,_61, IJ' 2r_64r S3M 9' K 55 S3M D1 7,_2„ 10 I FM24 FM24 UT FM24 FM24 I ED I I I o PE SINK N 55 ELEV. APPROX.1 1/2" ELEV. APPROX.1-1/2" 55 pW01 I N I SINK BELOW F.F. BELOW F.F. D1 - D1 IM. W/CUT T ELEV. CAN BE NO MORE ELEV. CAN BE NO MORE AN1-1/2"BELOWTOPOF THAN TOP D1 F SIM. W/ Cl - N W/C a o I N LK AT BAS EG ESS DOOR THRESHOLD.REGRESS DOOR THRESH D. LK AT BASE �, W/C O ' FIELD VERIFYFIELD VERIFY I�� a - O N PW01 N cni — — in — 01 — —Gd — — 1-—Gd N D1 N — — — — - D1 55 I I oo T O a r/ a I I 55 D1 a wn D1 SIM. W/ CUT I OJ OJ I SIM. W/ CUT BLK AT BASE BLK AT BASE J 1 I J _7 I S3M S3M q 7,1 S3M S3M I 7 — — — — — L SYMMETRICA L S3M � S3M T-O" 8'-0" 2'-8" 2'-8" 8'-0" 10 0 2'-8" 10 2'-8" 8'-0.1 2'-8" 2'-8" 8'-0" 0 T-0" op 13'-8" 13'41 13'4" 13'-8" 0. 6'4" 6'-8" 6'-8" 6'4" 1'-81, 20'-0" 20'-0" 20'-0" 20'-0" 1'-8" (1787) (1666) (1787) L S3M q. to FOUNDATION PLAN SCALE: 1 /4" = V-0" co —C ;ISO o ,_C)N 5:_ La f- (NJ -C CM as t) CU v N �3 U. C a cc f) U > - ca ,^16 g — C co >>� �W 04 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I9) W �E H o 1h 8 o v ., 6 c O W W c.Ni v ra_ Q C J LL W l>_ LL LL 2- Z c °' n 0 7 � CN W rcn�Or?°' m w Z CLOD N Z ¢ tJ N ,n r VZ O U L) co00 W 0 z C" 0 z o v J — a z C1 QJ _� �4_j W f�S LL, W U O — � LU 0 VI c Y U ' L1, z Q Y 0 soyN O w o z U_ E �o sLL z® tE O r0 U O V grr z N � N L a` �� wg 6 wZ w� N C 0 m f O o� �N 3 0 cE3 Wa o N w -5 iz a� V z� c�i3 o T I � A m M L t0 O 00 T O � Y O ^ U) LID m Q v �a CINJ o0 c N M Q j T �t 1 E LO O Z Z o rn W m M a E U � Q p c JOB NO: 22-05614-05611 SCALE: AS NOTED SHEET NO. 2