Loading...
HomeMy WebLinkAboutAPPROVED REVISION, FOUNDATION FOOTINGOFFICE USE ONLY: DATE FILED: ` REVISION FEE: P1� •0 PERMIT # 2104-1008 RECEIPT # I R 11 A I 3 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 1AN .04 .4 2Q21 (772) 462-1553 St. Lucie County Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 1565 BENNETT RD , FORT PIERCE, FL 34947 DETAILED DESCRIPTION OF Pf OJECT GLO N Gory REVISIONS: REVISED FOUNDATION FOOTING CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC 1263072 BUSINESS NAME: PORT ST LUCIE PROPERTIES, INC. QUALIFIERS NAME: MARK MONTALTO ADDRESS: 201 SW PSL BLVD SUITE 103 CITY: PORTSTLUCIE STATE: FL PHONE (DAYTIME): 772-336-0050 OVVNER/BUILDER INFORMATION: NAME: MARK MONTALTO ADDRESS: 201 SW PSL BLVD SUITE 103 CITY: PORT ST LUCIE PHONE (DAYTIME: 772.336-0050 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: Bowdoin G. Hutchinson P.E. ADDRESS: 806 Delaware Ave. CITY: Fr PIERCE PHONE (DAYTIME): (772) 267.1399 SLCCC: 9123109 Revised 06130117 STATE: FL ST. LUCIE CO CERT. #: 31220 FAX: AN" FAX: ZIP: 34984 ZIP: 34984 ZIP: 34946 c u 58'-0" 24'4' ■ ■ ■ ■ ° ---- ° MU COLUMNS U W/(3) #5 u. I VERT. BARS 0. OJ � I FTG RECESS SLAB 3-1/2" FTG I 1 BELOW FINISH FLOOR 6'-7" 4'4' 3'-10" 3'-1" I T-10" 7'_2" I 5'-0" 3'-5" 4'-0" 4'-0" 4'4" T-10" 4'-9" I I I I I I I HOSE BIB I V3-1/2"STEP If T ■ ■ O LL LL LL I, WIH2O LINE LL 1 LL F 1' " ■ I F-1 u IF=I 25'-51/.' I , 35'-0„ wLi t, I ■ °' O O F-1 I 1 Q FTG I ■ iYI--------- --'1 '.' LAV REF T-6'/dll > UL w O THICK CONC. RUN CONDUIT TOISLAND N M o WC REF 4'-7Y," g 3 UNIT(VERIFYFOR L"W/CONTRACTOR) ELEC '---- In ■ -_ TOP OF SLAB w ---1 N 9'-11" WASH REP. �xrRFdjFO / 4" THICK (2500 PSI) CONCRETE SLAB �O�Pc'o� ® W ■ 1 M SHOWERNOT 4G O w/ FIBERMESH OR 6"/ 6" 10/10 WWM CpCA '``Q- 3 M CENTER DRAIN OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL O I ■ O� 5P I "'LJLVJJ TILEDO� (RECESS 3-1/2') 'y j I SEE ACTUAL TUB ti I THICKENED EDGES Bp,2,,. MANUFACTURE SPECS IN i FOR GRAN LOCAP.ON j I I RUN CONDUIT ° FOR FLOOR OUTLET 3-1/2" STEP 3'-)L'/a" IN RE ® I.j TMAIN DRYER WASHER ¢y LOCATION LOCATION LL. EGRESS LL FLOOR OUTLET REF 22'-7" - I ■ I WALL RE 'll r ra I ■ ° -�----- -- ------= VTR =_ .—_— _ ___HQN-@RS. _ P PL4`=--�_ - T=-- ■ ■ ■ I P6 RECESS SLAB 3-, m.IL9 BELOW FINISH FL ORyy 4 FTG m � II I ■ 9.71 "STEP ■ FTG U FUTURE SINK 2'CURB — — _ _ _ _ _ _ _ _ _ I©o STUB OUT ONLY ¢ BEYOND WALL 1 m N ■ ■ ■ ■ IN ■ I ■ y,_ 1„ $ , w w I I U x ? w ■ I W o: O O N I BOTTOM CHORD BEARING O H• p W 00 O N U AHU LOCATED IN ATTIC IY O ■ I wl DRIP PAN & ORAIN LINE Z w W 3'-11" 4'-6" 5'-2%a" 2'-11" 5'-2'/a' V-4'/s" I LLO � v 6%' 6'/2" ;� ■ FTG I ■ . '+ U•� ZK� w V O N N N 8'X 18'X 38' ■ TAPEREDCOLUMNSI FOOTING F-1 ■■ FOOTING F-1 ■■ FOOTING F-1 I U I O � .. WITH (2) #5 1 VERTICAL REBAR ■ 1 m F-3 0 o N 1 (t1 K F-3 I N U 1 X 38' X 38" TAPEREDRED COLUMNSTAPEREDERED COLUMNS WITH (2) #5 WITH(2)#5 ■ ■ ■ ■ ■ ■ FTG N FTG 1 M VERTICAL REBAR VERTICAL REBAR ■ 8'-0" 8'-0" 3'-1115/16" 5'-2%" i 0 p NOTE m O CU RB HEIGHT AR S in AROUND PERIM TEF OF GARAGE - N ■ ; ■ I 24'-2" I ! m L—,— — — — — — — — — — — — — — — — — — — — — —,- ■ . 10 P i.. ■ 1111111111 RECESS O.H.G.D 2'-4" 161_0" 2l-4" 5,_0" 1.9,-2" 13,_2„ 20'-8" 37l-4" 58'-0.. F5 4 it Ql©q•1609 RECEIVED JAN 21 2021 St. Lucie County Permitting #5 REBAR II _Z 7-5/8" CURB Z #5 REBAR (1) # 5 MINIMUM CONTINUOUS, - M 3" COVER MIMIMUM. IN CURB M 4„ CONCRETE SLAB 41 CONCRETE SLAB F. FLOOR FINISH GRADE FINISH GRADE — — — Z — 11% I,•% _Z " (2) # 5 MINIMUM CONTINUOUS, (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. CV 16„ 3" COVER MIMIMUM. a 4" F BEARING FOOTING CR�112 CTION SCALE: 1/2" = 1'-0" (q�SCAILE:= 1'-0" .'3N!g1i;Ca , ti 4."• . �w.: ,. <.-�iY.. � -i a -}%'fir".. .,, W FINISH FLOOR CONCRETE SLAB LU ` (2) # 5 REBAR 16" CONTINUOUS 0 (:) F2 INTERIOR BRIG. FTG. SCALE: 1/2" = 1'-0" CONCRETE o N1 G I NUrc�� 'fir � CEI OF c4 ORI D A . • �'��� I #5 REBAR M CONCRETE SLAB :.1=III-iII_111= 'lll—Ilhlll�ly I—��1`111�111=11 1=111=1-1 111-111_1 ,Ill,oll 16" I4'1 � (2) # 3" COVER MIMMINIMUM IMUM.US, F6 EXTERIOR STEP SCALE: 1/2" = 1'-0" �Ll ��J` Gp� GovN Gpo lip ocp r 451.v 1 �O` GO Go'P`D This item has been electronically signed and sealed by Bowdoin G. Hutchinson, P.E. using a Digital Signature and Date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. DN: c=US, st=Florida, I=Fort Pierce, o=Bowdoin Grey H u tC i1 I n s 0 n Hutchinson, cn=Bowdoin G. Hutchinson B O W Ci O I n G Date: 2022.01.19 20:02:43-05'00' Adobe Acrobat version: 2021.011.20039 REVISION REVISION z m LU LU ° O w a U ENGINEER BENCHMARK ENGINEERING BOWDOIN G. HUTCHINSON, P.E. REG. # 70878 Vi C DoO�U t O wwO� ry ZU:D ww0 00w0- ''w^ VJ O (mow O � 0. U) W s CD Nt Nt M li W 0 O`L W J W F- 0 D a „J J m v,' A J (0 a U) r OO N n SHEET FOUNDATION PAGE MODEL CONCH CAY DRAWN MARK MONTALTO JR DATE 12/07/2020 SCALE AS NOTED SHEET NO. 05 OF 10 SHEETS