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HomeMy WebLinkAboutRevisions; Blocking & Pier SetupOFFICE USE ONLY: f7YM WW111L3 REVISION FEE: PERMIT # 2008-0397 NaRECEIPT # 4 �. 1 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION A 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462-1553 LOCATION/SITE ADDRESS: 320 nettles blvd Jensen beach fl 34957 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION Go plevN ro 3� ue DETAILED DESCRIPTION OF PROJECT (� REVISIONS: Blocking and pier setup due to size of frame on home orginal setup blocking was conflicting with each other were CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC006706 ST. LUCIE CO CERT. #: BUSINESS NAME: smithomes inc QUALIFIERS NAME: Robert smith ADDRESS: 2903 industrial ave two CITY: It Pierce STATE: fl ZIP: 34946 PHONE (DAYTIME): 7722231179 FAX: OWNER/BUILDER INFORMATION: NAME: Dowd ADDRESS:320 nettles bled CITY: Jensen beach STATE: fl ZIP: 34957 PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAAC: LBJ Architactual ADDRESS: 517 sw halkell dr C1TTY: PSI $HONE (DAYTIME): 800-5700. SWCC: 9123109 Revised 06130117 ATE: fl FAX: LOT 342 \ LOT 343 \ LOT 344 1 FN N C ONCRETE SET IB ay .,•. 3464 , . N 0.03' IN 1.15' r i,r :N70'30'00"E CATV SET IS ES BOX �E VAC£a, **• 4 ES ON x A I G �. . �. S CONCRETE PAD N e� 0 / A% Fob ��✓ Qd/, ' � �'0 /� OO ti T 2�a„ V QV, o �� �• o Cc y� G AN, lb !"' �� n`�� LOCATION MAP LOT 321 X.z �>�< C M o" LOT I !�^! q'� ���Mi 'PJ,Ei,C €� w Y, CONCR o� �� s 9 i=RONT 1 x IDE1$ �n 0 SIDES ^� / © \� O 8 R i r.. F 2 LOT 319 wWJv p roryy /a �ryv /� A) � 'b •y^ P 1 UNDER"UNDER 1..ANAWL v FND 5/8"0 IB a' GROUND � � ' j GROUND. )( TRASH -BIN I, / ! TRASH-EIN IN CONCRETE r �A�S {,`�'� 69. (P) L_WM O - 34.64' (P) w _ 34.64' (P) 34.64' (P) I _,_. ($' _,-- G WM 34.64' P , FND 5/8".0 IS & C W/ 3335 MIXON W 0.03' FND 5/8"0. IS & C W/ 3335 MIXON S 0.03' W0.07' GRAPHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 ft. AC ACRE CHO CHORD EDP EDGE OF PAVEMENT C A/ AIR CONDITIONER CONIC CONCRETE EOW EDGE OF WATER ANC ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER ANC .ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX .APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE OPP CONCRETE POWER POLE ENCL ENCLOSURE - BRG BEARING CDR CORNER X 17.00 EXISTING ELEVATION BILK BLOCK COV COVERED FT FEET BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER F14C FENCE BM BENCHMARK D DEED FIFE FINISHED FLOOR ELEVATION CATV CABLE TELEVISION BOX D/F : DRAINFIELD F14 FIRE HYDRANT C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & UGHT CB CATCH BASIN DRAINAGE FLOW FWD FOUND IL CENTRAL ANGLE ESMT EASEMENT. GOVT GOVERNMENT CLF CHAINIJNK FENCE EOC EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESS: 320 NETTLES BOULEVARD 2. CERTIFIED TO: —DOWD FND 5/8"0 IS FND 5/8"0 IB IN Cl1NCRFTF IN !`AMPOrTF - I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION INV INVERT N & W NAIL & WASHER. PB PLATBOOK R RADIUS T TANGENT IB IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TOE TEMPORARY CONSTRUCTION EASEMENT IP IRON PIPE NO ID NO IDENTIFICATION PC POINT OF CURVATURE FIRS RAILROAD SPIKE TOB TOP OF BANK IS & C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE IP & C IRON PIPE & CAP NAD NORTH AMERICAN DATUM POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/M/ RIGHT OF WAY , TYP TYPICAL LB LICENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT M & W MAG NAIL & WASHER PG PAGE PP POWER POLE SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND MAG MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PIK NAIL & WASHER #4049 WF' WOOD FENCE ME MAINTENANCE EASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER MH MANHOLE PK & W PARKER-KALON NAIL & WASHER It PROPERTY LINE S/W SIDEWALK -WV WATER VALVE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT. PROP PROPOSED S T SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE NIL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER NOT VALID WITHOUT THE SIGNATURE AND THE NOTES; Date of field survey. 02,E /2020 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or rights -of -way of record. 3. All bearings are referenced to the Southerly Line of subject property, STEPHEN J. BROWN, INC platted as North 70'30'00" East, with all others being relative thereto, 4. Elevations shown hereon are relative to North American Vertical Datum ' of 1988, and are based on bench mark 872 2312 F TIDAL 5. There are no above ground encroachments, -unless otherwise shown. 6. The Natiorldi Flood Insurance Program designation as indicated on the F.E.M.A. UPp Panel No. 12111CO311K_, dated 02/19/2020 locates the 06rcel in Zone X,AE base flood elevationN/A,4.0feet; subject STEPHEN J. BROWN, 'A $89\;�YOR AND MAPPER to any scaling ,no interpolation factors associated with mapping of this _ REGI Q 4g, SF�JF FLORIDA accuracy. This data is an inter retation by the surveyor and is provided f; as a co rtes} The flood zone(s) should be verified by a, determination agency. 7. Underground foundations & utilities not located unless shown, i i <o 00 It Q ro N O W W 0 �D E'- z z O z 0 �D z z U Li e Q W n LL z r a A z a0) w C0 > zCIO w fYl a � Q � 0 W x O o w� m DRAWN S.J.B. CHECKED S.J.B. DATE 02 08 2020 SCALE 1" = 10' JOB NO. 4058-96-01 SHEET ONE OF ONE SHEL,S STRUCTURAL NOTES: * SOIL BEARING CAPACITY MIN. 2500 PSF * ALL STRUCTURAL CONCRETE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. * ALL REINFORCING STEEL SHALL BE GRADE 60 MEETING ASTM SPECS A-615 * MIN. CONIC. PROTECTION FOR RE -BARS: FTGS:3" BEAMS: 1\" SLABS: 1" * LAP REINFORCING BARS 30 INCHES MINIMUM EXPOSURE IICII - 170 MPH 3 SEC GUST m PROVIDE 30X30 01 ALUM ACCESS NOTE: DOOR. THE FOUNDATION/PIER SYSTEM IS DESIGNED TO RESIST FLOOD ELEMENTS OF FLOTATION, COLLAPSE AND LATERAL MOVEMENT PER FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS. ACCESS DOORS TO BE BUILT ON A 1 " X 2" OPEN BACK FRAME SEC RED WITH #10 X 2" SHEET METAL SCREWS, WITH A HALF-Z WRAP (#8 X 3/4" TEKS ON THE FACE]; DOOR SLAB IS SCREEN DOOR MAINFRAME #1 O X 1"SHEET METAL SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUC O co COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2 STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOO LATCH FOR HARDWARE. . CONCRETE THICKENED EDGE: B'D X 8"W W/ (11 #5 RB CUNT CONCRETE EXTENSION REQUIRED ALONG ENTIRE LENGTH OF CARPORT (FOR FUTURE IMPROVEMENT) SECTION B-B SCALE: 3/4" = I'-O" 2X SYP - TIE DOWN STRAP - PERSPECIFICATIONS , I -BEAM - B"X8'X16"- CBS BLOCK PIERS 4' SLAB W/ RB SEE TIE -DOWN/ PIER REQUIREMENTS MICS2 ANCHOR %"x7' WEDGE -' (SEE DETAIL) ANCHOR (RED HEAD) SECTION A -A UNIT TO BE TIED DOWN HYDRO VENT [51 THIS SIDE PROVIDE 30X30 ALUM ACCESS 1�1fi _r. r =r #5 SEE STAIR DETAIL I \ [5] THI SIDE & DECK DETAILS 36" GH a'_A'M RAIL A> PROVIDE 30X30 ALUM ACCESS �f I HYDRO VENT [51 THIS SiOE PROVIDE 8"TOUGHROCK FIRE GUARD P. go ARO [BOTH SIDES OF ALL] (U305)1 HOUR W ON ZERO LOT LINE SID TIE-DOWN/PIER REQUIREMENTS SCALE: 1/4" _ F-O" PROVIDE (2) #9 X 24' DECK SCREWS TOE -NAILED AT EACH VERTICAL MEMBER OF KNEE WALL WALL COMPLIES WITH UNIT / MANUFACTURER'S PERIMETER WALL BLOCKING REQUIREMENT / HYDRO VENT SEE PLAN 2X4 P.T. SYP KNEE WALL W/ STUDS @ 16" OC W/ YN3" TAP -CONS 24" OC (BOTTOM PLATE) W/ z" COX PLYWOOD W/ 5/8' GEM NT BOARD W/ HARDI LAP SIDING x Q � 2 2 m > / I I M� I I N O / n� CONCRETE THICKENED EDGE: 8"D X 89W W/ (1) #5 RB COW III 0 A SCALE:3/4" 1'-O" PROVIDE (4) MIAMI TECH 1 CUTD BRACKETS 0 CONDENSING UNIT (31 SELF TAPPING METAL SCREWS 6" X 1-%4' TAPCON A/C TIE -DOWN DETAIL CONCRETE PAD T ]-BEAM 1 FACTORY -� WELDED BRACKET FRAME ATTAC MENT FOR FACTORY BRACKETS PART # 59002 STRAP/SWIVEL CONNECTOR SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO THE FACTORY BRACKETS USING A 2' GRADE 5 BOLT & NUT. ANCHORS/TIES MUST BE INSTALLED TO PROVIDE A 45❑ OR LOWER STRAP ANGLE. B-BOLT %"x7" WEDGE ANCHOR (RED HEAD) MICS2 ANCHOR ' BY: TIE c)om I=NC�INEI=RING MAX UPLIFT PER DEVICE IS 4.750 LBS UNIT WT. 360 LBS. 35.3 #�FT (11 Y"' X 0Y' LG. TAPCON PER BLOCK & [2) AT CONCRETE: 180 LBS. PIER DETAIL [H•Ll�lq� W91� [�E�JdI 11 SIMPSON MSTC52 BX16 BLOCK 4 COURSE (2) #14 SHEET METAL SCREWS TO CONDENSING UNIT. 200 LB. SHEER WORKING CAPACITY POST PICKE _._.. -1 X2%" NOTES: HAND G2�OLTS %'-11 X 2-3/4' LG. W/ HEX. SQ NECK W/ NUTS N.T.S- TENSION BOLT LABELED (A) FOR FLAME ATTACHMENT ONLY. ON BOLT LABELED [E CAL TENSION. #1 O S.S.S. MIN. 2"EMBEDMENT. 4-REQ'D. COMPOSITE DECKING RAILING BASE N.T.S. RAIL 40'-0" 1'-4. 5'-4" 5'-4" 5,-4" 5'-4" 5'-4" 5,-4" 5,-4" 11-4" i I�I L� — ---- ---- — — — — — LJ ---- -----` I or PROVIDE X" MACHINE BOLT THRU I -BEAM � I RECEIVED W/ (2) TIE DOWN STRAPS AT BOLT I (2) MICS2 ANCHORS AT CONCRETE DEC 2.9 1010 AS SHOWN 1 (SEE TIE DOWN ENGINEERING Permitting Department Q St. Lucie County FOR AILED INFORMA ] ' I E�____________===_______=-g=� 7T IF I - - — - o - - n o - L1 ❑ LI ❑ 4'_�" 4'_ 1 4'_ 1n 4'_5�" 4'- 1 4'_5�" 1'-4" 5'-4" 9" z �z" z 5z" z e' 5' 3" --------9------------ ®------- — � 1 1 2'-0" 1 PROVIDE Y2" MACHINE BOLT THRU I -BEAM - I I 8"x16" CONCRETE FOOTING W/ (2) TIE DOWN STRAPS AT BOLT W/ (2) #5 RB CONTINUOUS (2) MICS2 ANCHORS AT CONCRETE I 11 1 AS SHOWN (SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION) 1 - - - - - -- -- ---- -- — — — — — — — — — — ----- --- 8----- --- 30'x40" IMPA T WINDO - - -T-- HYD VENT I 1 n 1 1 [5)THISSIDE 1'-4' 5-2 5'-2" 5'-2" 5=2" 5-2' 5_?" SEE SHEET S-2 FOR STORAGE ROOM FRAMING CROSSHATCHING DENOTES SO. FT. FOR VENT CALC'S TYP. MULTI -WIDE TIE-LiulwN PLACEMENT SCALE: 1/4" = 1'-0" HYDRO VENTS IN KNEE WALL TO BE MODEL FS 1608 (80.7 SQ. IN. NET] PER 322.2.2.. (1) SO. IN. FOR EACH SQ. FT. OF ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED ENCLOSED AREA. EACH VENT COVERS $° S°. FT.WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH PER PRODUCT APPROVAL. SECTION R322 OF THE 2D17 (6TH EDITION) RESIDENTIAL BUILDING CODE. 838 SQ. FT. / 80= 10VENTS 4X4 SYP POST VINYL POST PER 408.2. EXCEPTION (1 ] SO. FT. sff STAIR DETAIL PER 1500 SQ. FT. OF FLOOR ARE 2X6 SYP DECK VINYL RAIL WITH VAPOR BARRIER. l JOISTS @ 16' OC (1 ) SQ. FT. = 144 SQ. IN. NET VENT AREA IS 80 SQ. IN. 144 / 80 = 2 VENTS 2XCOMPOSITE DECKING ATTACHED W/ (2) #1 O 2X6 SYP STRINGER o AX GALV DECK SCREWS AT EACH BEARING POINT 3'-6" 2XB SYP STRINGER VINYL PICKETS 2X COMPOSITE DECKING ATTACHED W/ (2) #1 O VAT EACH POINT DECK FRAMING DETAIL 2X12 SYP STRINGER SCALE: 1/4" 1'-0" 7 i 2X12 SYP STEP 2X6 SYP STRINGER • i SIMPSON LU28 AT STAIR STRINGERS TO 2XB DECK 1 X8 SYP W/ DECK SCREWS JOIST SUPPORTS OR (2) %' GALV LAG SCREWS /- s" X 3" GALV. AT STRINGER TO POST HEX SCREWS 241 O X T' NON -CORROSIVE S.M.S. @ EACH PICKET CONNECTION. TOP PLATE TO POST & POST TO CHANNEL W/ 10 X 1-y" S.M.S. TAIL SIMPSON FACE MOUNT HANGER LU26 2X6 SYP DECK JOISTS 9 16, OC LENGTH VARIES SIMPSON MTS12 STRAP XB SYP DECK JOIST --� SUPPORT W/ (2)I%' GALV LAG SCREWS VINYL 2X2 RAIL POST AT GARAGE DECK OR ATTACHED TO VINYL (2) Y2" GALV MACHINE BOLTS __L CASTERS AT EXTERIOR DECKS #8 GALV SCREWS Ys' S.S.S. MIN. 1" CONCRETE [2] EACH SIDE EMBEDMENT. 4-REO'D• Y2" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG W/ 3' EMBEDMENT MIN W/ SIMPSON AB44 POST BASE 2X6 SYP STRINGER DECK CONNECTION DETAIL 2X COMPOSITE DECKING ATTACHED W/ (2) #10 GALV DECK SCREWS AT EACH BEARING POINT SCALE: 1/2" = 1'-0" 4X4 PT POST W/ SIMPSON AB44 STAIR DETA N.T.S. 4-REO'D. R ISLE APCONS TREAD + 1' NOSE IL NOTE: HANDRAIL BRACKETS OR BALUSTERS SHALL NOT BE CONSIDERED TO BE OBSTRUCTIONS TO GRASPABILTTY. BOTTOM OF HANDRAIL SHALL CONTINUE FOR A DISTANCE OF THE DEPTH OF ONE TTOM RISER. HANDRAIL HAS CIRCULA CROSS-SECTION W/ 1-Y4" TO 2" DIMENSION. NOTE: GUARDRAIL SHALL COMPLY W/ (0��FBC 2017 HAS EDITION] R TYPICAL ELEVATIONS FOR DECKS v om iANCE N.T.S. (FOR VISUAL PURPOSES ONLY) ���� �' E ptJNTy THIS SETUP HAS BE0003IGNED rOR A FLOOD ZONE INSTALLATION DESIGN CODE FBC - 2017 (6TH EDITION) , a.v_ /lI LB) Architecture AA20005774 517 SW MALI(ELL AVEM POPT SATIN LUQE rL. 54955 772-800-5700 wwwl'ar(hite(turexom �L 0 IL.) 0 L_ clrr < J � s J ILJ O 0 0 a DOWT11T DATE:: 08.13.2020 PIVlslons: Ina Tole morerss slam MR 1 Ulm Ixrramav (OmTffs oa� l MR aWV3 IIZ110i0 UD L!'J Cn UJ CD UJ ❑ Cyl CO CD LU M c_ ❑ <i F- Z rr O O Cn LL Lo U.1 Co OC Q 11 r�co {Ilx",s O170 I— Cn Stll(T TITLE: FOUNDATION PLAN & DETAILS StlUT IlUAMP: