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HomeMy WebLinkAboutREVISION 9-30-19R OFFICE USE ONLY: k l tq DATE FILED- �GANNWI PERMIT # REVISION FEE: ( BYRECEIPT # PLANNING & DEVELENT SERVICES BUILDING& CODE RTION DIVISION RECEIVED 2300 VAVENUE tyFORT PIE34982-5652 SEP 3 0 1019 �r rti Ira le V f (772) 46"?-1553 �0 M,7� 1; "✓' ti tf 1 "'i) Permitting Department )� APPLICATION FOR BUILC ING PERMIT REVISIONS se. Lucie count,' PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: _ CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: �. BUSINESS NAME: 1"- QUALIFIERS NAME: Fr-r r I ADDRESS: A1r 62""' CITY: STATE: PHONE (DAYTIME): OWNERBUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: �7 ��r �o �`� CLIP=- CITY: STATE PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 ST. 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Area rr I C) f ' ETA ", \ 4 i (L EXIST. L'v { �_...._ cx, u) `' " ' SWALE o) EL 1. BOTT ! I r\;� �LUF 1 Ci4PI Prop/osed!," :_ i ._ i V �ULVEPT 1�:: ONC 0. 13'N 1 -- 0. 2/ E X 7( PROPOSED SvNALE TOB 1 ISLOPE MAX O'�,. I)elt,a=:1 f'04120 if) Length 0.3 '(M) k LJ Rc,dius -2689.79'(I') L)elC a . r 0b 015 , L 0 O ri Z; t L L,4�984 pp lu in I A,J CT; 4� 1 C j Ln � -,i hl,(.to 9.0 wl� i 1 r a.2 =� -- ___-. -.. - Finished Fiaor� _..3 t / ' _) , 4,1 (' i 4 ..._ SCALE: 1" = 10' 55. 7' 1 U I I, r) I L�1 I _1P, pr 0. 1 •ii + e �✓ • i, 1 ).00" �r .1`ge Cif f''C7VE;rr7',•:'I'tf GRAPHIC SCALE 0 10 20 (IN FEET) 1 Inch = 10 ft. i:'1, Ld LL, 85' to .See, AlreQ GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION, 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. ALL WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. 4. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE INDIAN RIVER COUNTY, WATER MANAGEMENT DISTRICT, FDEP AND THESE PLANS AND SPECIFICATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS, 6. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 7. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. MAXIMUM SLOPE 4.1, 8. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION, 9. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. STANDARDS, INDIAN RIVER COUNTY AND F.D.O.T, 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION. 11. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTORS BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE, WHEN GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL PLAN ACCORDINGLY, 12. EROSION CONTROL FENCING MUST BE IN PLACE PRIOR TO GRADING. 13. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, 14, THE USES PROPOSED AS PART OF THIS PLAN DO NOT REQUIRE A SUBMITTAL OF A RISK MANAGEMENT PLAN PURSUANT TO U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS AND SHALL NOT EXCEED THE EPA'S RMP THRESHOLD QUANTITIES OF LISTED SUBSTANCES. 15. REGARDLESS OF PRIVATE OR PUBLIC DEDICATIONS, THERE SHALL BE NO UTILITY CONNECTIONS, METER BOXES OR VALVE BOXES IN EXISTING OR PROPOSED SIDEWALK OR DRIVEWAY AREAS. 15, ANY STATE AND FEDERAL PERMITS THAT MAY BE REQUIRED AS A RESULT OF LAND CLEARING AND LANDSCAPING ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 17. CONTRACTOR IS RESPONSIBLE TO PROTECT AND/OR REPLACE ALL SURVEY MONUMENTATION BY A LICENSED SURVEYOR IN THE STATE OF FLORIDA. 18. ALL NUISANCE EXOTIC VEGETATION EXISTING WITHIN DEVELOPMENT PROJECT SITE PROPERTY MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT. d 10' SECTION A -A N.T.S. PROJECT INFORMATION SITE ADDRESS 2320 OAK DRIVE FORT PIERCE, FLORIDA 34949 OWNEPJAPPLICANY MARTIN L, & JOYCE RICCIO 2320 OAK DRIVE FORT PIERCE, FLORIDA 34949 PHONE (AREA CODE) # ENGINEER ARCHITECT MBV ENGINEERING, INC. FRANK LIEBLER 1835 20TH STREET 2254 6TH AVENUE SE VERO BEACH, FLORIDA 32960 VERO BEACH, FLORIDA 32962 PHONE (772) 569-0035 PHONE (772) 321-4500 SURVEYOR KARNER SURVEYING, INC. 2740 SW MARTIN DOWNS BLVD, #333 PALM CITY, FLORIDA 34990 PHONE (772) 288-7206 a 03Ir.Mu')V0N I < M 0) 6 j 'r rn N 0 rn N 0) 0 o 2 O O O O C U LEA U W Q U) CO V Q N ZO 6 V) J < Q U aof z ?W (� V C-D Zaz im N_ E 111< W Lu z _J FD W > Z Z V) U-1 L'i F-t; 0 Q y' ,�mVv z mziLL W oo_W � U � Q 0 0 07 F- Z, W W U5 Z W Lu > ®O Fry W o- CK2 Ow U CD U Q � Z Cif z Q � Z) �rYU� �39� ® O REVIEWED FOR W CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1dj1111f/!r/rir�•„r� q ` No. 55313 . TATE OF o -N J, BOWLES FL. P.E. #55313 10/30/19 SHEET FILE COPY C ® ^PF DATUM NOTE: - C ELEVATIONS SHOWN HEREON ARE INACCORDANCE WITH OF 1 p i� FO THE NORTH AMERICAN VERTICAL DATUM OF 1988. st%n 110. 19-0331 ( 00-01 (or b3q o I h Z w Ui w 9 Q J a I�" q4 s rm7 co IV EL: 1.3 BOTT OF 12" CMP CULVERT 6"CONCAPRON m I =r �II I EL: 3.9 Q N I N CL. / t- 6" rock chann I M � I 4" CONC I �v \ EXTG SWALE TO REMAIN AS IS ARCHITECTURAL SITE PLAN SCALE: 1/8"= 1'-0" EDGE OF DIRT RW WINDHAM LANE LE 2 4 SWALE AS PER DETAIL ON A-1 setbac�— r- t ; I 20' SY setback 125' (S64°39'41"W) .. 15' RY set ack 6' UTILITY EASMENT —� _.. 1. (S65019'530'W) 0 4' 8' 16, —' SITE PLAN NOTES: 1. GRADING ATALL PERIMETER WALLS TO SLOPE 6" OVER 10' AWAY FROM BUILDING /.� 2. SEE SURVEY FOR EXTG ELEVATIONS AND SITE UTILITES /� 3. TOP OF CONDENSING UNIT PAD TO BE AT V EL 4. TREES TO MEET JURISDICTION'S SHADE TREE REQUIREMENTS GRADE AS PER SITE PLAN r g7m 1 8x8x16 CMU W L W/p4 @ 64" OC. TOP C RE CONT MASONRY BOND BEA W/ (1) #4 NEIGHBOR'S PROPERTY AINING WALL DETAIL 0 SHEETINDEX A-1 site plan A-2 general notes A-3 foundation plan A-4 framing plan A-5 floor plan A-6 power/RCP A-7 elevations A-8 HVAC N c 0© o Q `$ r`oo ° O S�trg9 ®04 c M N PVC/P �aOd�� .2140) 2 � CV °h eat 2M~� r N 0W PROJECT DESCRIPTION NEW CONSTRUCTION OF A 1 STORY RESIDENCE ON A VACANT LOT. PROPERTY OWNER: Martin & Joyce Riccio 30010th AVE Belmar, NJ 07719-2313 ARCHITECT Frank Liebler Owner / Architect / Contractor Site & Studio, Inc.. Construction + Architecture CRC1331263 I AA26003142 frank.liebler@gmaii.com c 772.321.4500 ZONING INFORMATION: parcel id:1436-602-0010-000-3 RS-4 (unincorporated St Lucie County) setbacks: front = 25' J side = 7.5' 1 rear = 15' height: 35' corner side = 20' lot (approx.): 95'x125' flood zone: AE 4ft UTILITY INFORMATION: gas: not used sewage: septic potable water: public AREA CALCULATIONS: conditioned living area 2,275 sf garage 579 sf covered porch 195 sf covered entry 57 sf added building area 3,106 sf existing building area 0 sf total building area 3,106 sf allowable building area 30% 3,563 sf lot area 11,875 sf buildable area 5,737 sf conditioned volume 21,636 cf CODE COMPLIANCE: This project was designed under the following codes. The constrcuction documents can not reference all of the codes require for the construction of this building. By submitting these construction documents for permit, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of florida, of the following: 2017 FBC: RESIDENTIAL 2017 FBC: EXISTING BUILDING 2017 FBC: ENERGY CONSERVATION 2017 FBC: PLUMBING/ GAS/ MECHANICAL 2014 NATIONAL ELECTRIC CODE GENERAL SPECIFICATIONS: 1. SLAB ON GRADE: AS PER GENERAL NOTES. 2. ROOF: METAL OVER PEEL & STICK OVER 30# FELT OVER 5/8" CDX PLYOVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN W/ R20 SPRAYFOAMTO ROOF DECK 3. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC & HORIZ JOINT REINFORCEMENT @ 16" OC- CONT BOND BEAM TOP COURSE W/#5 REBAR- 5/8" GWB OVER 3/4" FURRING STRIP @ 24" OC OVER CONT V R5 MIN RIGID INSULATION. DOWELS AS PER GEN NOTES. 4. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" GWB OVER 3 5/8" METAL STUD OR 2x4 @ 16" OC, 20GA MIN METAL STUD FOR WALL HUNG CABINETS. 5. INTERIOR 20 LOADBEARING WALLS: 5/8" GWB OVER 2x4 @ 16" OC, EA STUD TO PLATES W/ SIMPSON TSP OR SP4. SILL PLATE TO FOUNDATION W/ SIMPSON 1/2"x5" TITEN HD @ 32" OC-12" OF JOINTS. LINTELS TO BE (2) 2x12 VERT LINO, DOUBLE JACKS FOR OPENINGS WIDER THAN 4'. EA TRUSS TO TOP PLATE W/ SIMPSON H14, USE (2) FOR GIRDERS, DOUBLE STUDS UNDER GIRDERS. 6. INTERIOR 2x6 LOADBEARING WALLS: 5/8" GWB OVER 2x6 @ 16" OC, EA STUD TO PLATES W/ SIMPSON TSP OR SP6. SILL PLATE TO FOUNDATION W/ SIMPSON 1/2"x5" TITEN HD @ 32" OC-12" OF JOINTS. LINTELS TO BE (2) 2x12 VERT LINO, DOUBLE JACKS FOR OPENINGS WIDER THAN 4'. EA TRUSS TO TOP PLATE W/ SIMPSON H14, USE (2) FOR GIRDERS, DOUBLE STUDS UNDER GIRDERS. TCEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD 8. EXTERIOR SOFFIT: NON -VENTED STUCCO & LATH OVER FRAMING. 9. PROVIDE MANUFACTURED CONCRETE PADAND BRACKETS RATED FOR SPECIFIED WIND LOAD FOR CONDENSING UNIT 10. GARAGE DOOR BUCKS TO BE INSTALLED/ATTACHEDAS PER MFR SPECS 11. R-19 SPRAY FOAM INSULATION @ GARAGE SEPARATING WALL, FLOOR TO ROOF DECK. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES. R-13 SPRAY FOAM TO CEILING, OR R-19 BATT W/ HOUSE WRAP, @ ALL OTHER EXTERIOR CEILNGS. BUILT DRAINFIELD GRADE SWALE INVERT SLOPE: 4:1 MAX SLOPE ® RETENTION SWALE DETAIL SCALE: 1/2"= V-0" EXTG NEIGHBOR GRADE -4'NAVD 1N A 00�% N AMA E O 0 c O Z 0 c.� T O U) C0 W 0 Z LU W Z 0 V/ W/ W '0 V V 775 I'- � N d B g cw O a a U H H s w w rn Q in m c� site plan MAR 31, 2018 SHEET A-1 " / ro. NO1S P. LIFe� '..'91 AR97108