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HomeMy WebLinkAboutREVISION 9-20-18OFFICE USE ONLY: DATE FILED: REVISION FEE: • d PERMIT # 2�0-7 RECEIPT # O / • PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 -1553VIRGFAX IA AVEN �� ISION FORT PIERCE, FL 34982 5 ( FORT T PIE 3 FAX (772) APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/5170 ADDRESS: 5 Nettles Blvd., Jensen Beach, FL 34957 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Plans have incorrect flood plain and floor height. New plans showing correct flood plain and floor height New survey showing change of entry stairs due to change of height 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CRC 1328282 CST. LUCIE COUNTY CERT. #: 18415 BUSINESS NAME: QUALIFIERS NAB lames Newman ADDRESS: 1 /c) SE CarvStreet CITY: Port St. Eucle STATE: ffofida ZIP: PHONE (DAYTIME): 7722018947FAX: -77T97r75W— 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: Gary G. and Doris D. Homan Graceland Ct. 7722297603 STATE: 5. ARCHITECT/ENGINEER INFORMATION: NAME: Quantum Engineering Associates Inc. ADDRESS: 3UO Avenue of Chim—pions SEite CITY: Palm Reach Gardens STATI PHONE (DAYTIME): Revised 07/22/2014 Llr: FAX: RECEOWED SEP 2 0 2018 Perpli'tt s c, St. Lurie. Countt./, FL. 1 s. FLOOD ZONE INFORMATION PROPERTY LOCATED IN FLOOD ZONE: 11AE° BASE ELEVATION: 7.0 COMMUNITY PANEL NO.: 120285-0511-H STREET ADDRE55: JE5EN BEACH, FLORIDA 54a57 2055 NETTLES BOULEVARD LE5AL DESCRIPTION: LOT 55, 5ECTION I, OUTDOOR RESORTS OF AMERICA AT NETTLES I5LAND, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 16, PAGES I, IA THROUGH IJ, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH ALL THE TENEMENTS, HEREDIMENT5 AND APPURTENANCES THERE TO BELON51N5 OR IN ANYWISE APPERTAINING, SUBJECT TO THE TERMS, CONDITIONS, AND LIMITATIONS AS SET FORTH IN THE DECLARATION OF CONDOMINIUM RECORDED IN 0. R. BOOK 06, PAGE 2720, PUBLIC RECORDS OF 5T. LUCIE COUNTY, FLORIDA, AND ANY AMENDMENTS THERETO. I \ s'> \ 93 F r/ (0I W C t-%4 V ■ I rnl \ VO \ \ I \ / x 10'-01 5ETBA- K Z I C0 0 0 00 0 4 W L SEP 2 ®201g Pei-mitti,ne� St t�Cie � n yt m,nt I ST. UCL IE COUNTY REVIEWED FOR COP REVIEWED BY DATE SEP `LQ PLANS AND PERMIT SITE OR NO INSPEC WILL BE MADE REVISION APPROVED FILE COPY revisions no. d LOWER HOUSE 12" 9/l: REV. #1 drawn PAR checked PAR date 6/1446 scale 114, = 11-0' 0901 job no. 17-003 . HOM QUA QUANTUM ENG6JEERWG ASSOCIATES Smec lEngineering& CastSegregalion 300 AVENUE OF CHAMPIONS SUITE 260 PALM SFACH GARDENS, FLORIDA 3 18 www.oFwsocu,>EscoN Shawn M. Stambaugh, PE FL UC. 61650 — C.A. 26210 JO L(.5 141) to w_ MowU J 0 H I— J o w l— J Z U) drawing SITE PLAN sheet AS-1 revisions no. date I 2ND FLOOR PLAN SCALE: 1/4' = 1-0' CL& LAY RE.E FB 1 ST FLOOR PLAN SCALE : 1/4' = 1'-0' NOTE TO O.C. ALL 2ND FLOOR EGRESS KNOOHS SHALL MEET WINDOW FALL PROTECTION AS REWIRED BY FBG-R 201`14 6TH EDITION SECTION 312, SECTION 3I22 Y da METAL ANGLE - ATTACH TO TRUSS W/ SCREWS AT 12' O.G. PLYNO012 1/2' eATTIC ACCESS SECTION Al SCALE 1-1/2' = 1'-0' §►-mod 1 - -- -� i ! 3-�--�-- FINISHED CEILINS - SEE TYP. WALL SECTION GONT. 25 &A ISE METAL TRACKS TOP d BOTTOM 25 SA SE CHANNEL SHAPED STUDS 24' O/C WI FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY d ATTACHED W/ I' LONG BUGLE HEAD SCREWS TO EACH SIDE a 12' OX CON,. FLOOR SLAB eTYPICAL INTERIOR PARTITION Al SCALE: 3/4' = 1,-O' SEP 2 0 2 '18 Permitting 'u �a rtI e _ St. Lucie Count_ L ALL HINDONS AND DOORS ON THIS RESIDENCE SHALL BE IMPACT RESISTANT NOTE: EN&INEERED UNIT MASONRY USED TO DESIGN HALL5, BEAM5 E COLUMN5 INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALYSIS HAS USED TO DESIGN THE FOOTING INSTEAD OF PRESCRIPTIVE GORE. ATTIC VENT CALCS - 2ND FLR GEILINS AREA RATIO TOTAL NET FREE VENTILATING AREA 1,40q.0 So. FT. I/150 I 439 SO. FT. OR USE 56.36' MIN OF 2' WIDE SOFFIT VENTIN& OR USE VENTILATED ALUMIN SOFFIT THRU-OUf CALCULATIONS IST FLOOR A/G 10080 SF 2ND FLR A/G 1,246.0 5F. #0V TOTAL S.F. $$14.0 SF BELOW SLAB STOR 1504 S.F. FRONT PORCH SBA S.F. &VASE 2%4 SF 000 TOTAL SF 1IIW80 S.F. LOWER HOUSE 12" 4/12/I6 REV. #1 drawn PAR checked PAR date 6/14/I6 scale 1/4' = I.O' 014.0) job no. 17-003. HOM QUA QUANTLM ENGINEERING ASSOCIATES INC. SYntcn al Engineering & Cost Segregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLOR6)A 3 18 WWWAEA40LMTS=m Shawn M. Stambaugh, PE FL UC. 61850 — CA. 26210 w W Q A �., 0 J �W LL } Z Z JO C/)U Ln cn LULU oLUU J O LU I— J Z (n drawing 1 ST & 2ND FLOOR PLAN sheet A-1 - - - - - -- - - - (='-O-MAX HT) FROM FLOOD 12 4 17'-4" TOP OF BM 14 W"X 60' RA. 9'-4° TOP OF 2ND FLR DP - 52.76 _ _ — - - - - - - - - - - - - - - +�855 - - - Ib' DEEP FLR TRUSSES 6'-0° TOP OF SM 0'-09 TOP OF FLOOR (7'-0' "V.0ri O MANAIN ! R�� -- -- -- --- - -- ---- 4.g5'NAbV�•T.OVSLAB -- -- - - - - - - - - — &OR TO FIELD VERIFY REAR ELEVATION %GALE : 1/4' = P-O" 20 X 21 RA. p pp -66 11 + 4967 � 28 X 921RO. 36°X 52'RO. DF -54A9 OF -66.71 +4967 +4gb9 - -[Ei - - - - - - - - - L�— — — — — — — — — — — — — — — — — L� 19 L �_28"X 52' R.O. P�v SDP-54.09 LJ�-I+4Nb7 L, O 25°X 25'R.O. 15 I6 16 OP 49 +b7 36'X 60' R.O. 28'X 52"RA. L L 26'X 52"R.O. DP -52"1& DP -54.0cl DP -bb.TT (72'-00 MM HT) FROM FLOOD 171-4" TOP OF BM (e-Oa GLe) 9'-4Y TOP OF 2ND FLR Ib° DEEP FLR TRUSSES 6'-0' TOP OF BM + 4&55 + 49.&1 + 4967 - - 0'-0" TOP OF FLOOR (7'-0' NAVDJ O MAIN FLR -- ---- -- — -- -- -- - (22'-0'M_AXHT)FROMFLOOD --- ------ -- -- -- -- ----- -- - lip 174" TOP OF BM - Y SMART VENT LEFT ELEVATION WALE: 1/4' = P-O" 4.95' NkS.0 T A._L4 BLDR TO FIELD VERIF I- (22'-0" MAX HTJ FROM FLOOD 12 412 I" STANDING MTL SEAM _ ROOFING BUTTES AS REQUIRED BY 5T. LIZ[ 00. LDG. AND NETTLES 15LAND 17'-4" TOP OF BM - -- -- — -- -- - - - -- - (6'-0 GL6J � b° M RAISED SMOOTH GENIENTITIOUS BANDBAND 4.76 ■ 4Y HIDE SMOOTH 1285 15.4 15.4 E CEMENTITIOUS TRIM BAND HO TYP O O I'n '15'X 52 RO. 36"X 39' RO. O DP - 54.09 - W'X 60" RO. - 36°X 60' RA. 9'-4" TOP OF 2ND FLR +4967 DP -52.76 - - - _Dp -- -- -- 5a"xs2RA --_ -- ---52.18 -- -- ---- ----�4$55 +4655 0 Ib' DEEP FLR TRUSSES D' - 6226 + 4655 6'-0' TOP OF BM + 47b2 - H Ell e� 2b5 8.X60"R.O. I I 12 13 56"X 52°RA. 2WX 59"RA. op - 52.76 DP - 54A9 OF - 5238, 0-0" TOP of FLOOR +4655 +4967 +4655 17'-0" NA.VDJ O MAIN FLR -- �F95�NAAd TO.SLA6 ------ -- -- -- -- -- -- -- -- -- -- -- -- -- BL.DR TO FIELD VERIFY — - - - - SMART VENT 1315.40 S.F. OF WALL AREA RIGHT SIDE = 13154 SF ALLOWED: 1023 S.F. USED DP -6065 5 +46.90 - - - - - 54°K 9'-40TOP OF 2ND FLR - - - - - - DP - 6226 169 DEEP, FLR TRUSSES + 47b2 6'-00 TOP OF BM Mr 5TVW FIELD 4 4M IDE SMOOTH HANG A/G FRAM GEhtENTITI0U5 TRIM BANDWALL PER t7ETAILm ®®RAISED SMOOTH STIXGOBASE O'-0° TOP OF FLOOR (1'-O°VDJ O MAIN FLR -- -- -- BLDR TO FIELD VERIFY SMART VENT OI 3 RIGHT ELEVATION 515' •R FRONT ELEVATION 64ppp6"R.O.DP - f 50ALE : 1/4' = 1'-0' * SCALE; 1/4° = 1'-0" +4434 &ENERAL CONTRACTOR %HALL VERIFY ALL MASONRY OPENIN66 BEFORE CONSTRUCTION HITH HINDOH MANLF. oelwano0ow revisions no. date LOWER HOUSE 12" 11/12/Ib REV. Of drawn PAR checked PAR date 6114/16 scale 114' = I'-O' (VXOJ job no. 17-005 . HOM QUA QUANTUM ENGINEERING ASSOCIATES INC. StractamlEngtneerbrg & Cast Segregation SOO AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3 18 Shawn M. Stambaugh, PE FL UC. 61950 — CA 26210 W W o A � VL O LL W Z z J O �U LO (n W Mo W U J MO 0 W H W J Z UJ drawing ELEVATION sheet A-2 Ij 1#5 CONT. TOP # BTM. VARIES W/ SLOPE I� NELDEDWIREIIM 4' GONG. SLAH W GOMPAG FILL o MASONRY WALL VTR. REINFORCEMENT PER PLAN GROUT ALL CELLS SOLID BELOW SLAB ` TRANSVERSE BARS ONLY AS FEW. SEE SGYEDUL.E Q. EQ. CONTREBAR SEE F0077N&-I&EVULE SEE SO-ED. EDGE BARS ALWAYS REMIAN SPACE OVLWS BWALLY F1 CONT. ISOLATED SPREAD #5 VIA REBAR o 46' 0/C VERT. WIRE ME95H . . - Irtnlvrc�w. ppp .. ;, BARS ONLY A5 EQ. EQ� GONT.RwAR SEE FoorIN6 SCHEDULE cSM SCHM. —� EDGE BARS ALWAYS REMIAN. SPACE OTHERS EGMIALLY F2 CONT. ISOLATED SPREAD MASONRY WALL MATCHING DONELS 46 BAR DIA MIN. W15TD. NOOKS R SEE FOOTING S:hEVULE SEE SGHED. _� EDGE BARS ALWAYS REMIAN SPACE OTHERS EQUALLY F3 CONT. ISOLATED SPREAD — 05 VIA REBAR 0 46' O/C VERT. WIRE MESN - - `. BARS GNiY A5 SEE EQ. cow..REBAR SEE P007INC SGFELIIIE SEE sc+ep EDGE BARS ALWAYS REMIAN SPACE OTHERS EQUALLY F4 CONT. ISOLATED SPREAD MA60WY WALL MATCHING DOWELS GARAGE SIDE 4e BAR VIA MM. *STD. HOOKS ?iFy � 4'CON-.SLAB 11=II=11=1= EI= -11-1. it - II:��:I II- II —I --�:• = - 11=II=1111 12 mo�— mcpllm R ,. C -iM�• °1 EQUALLY leiISOLATED ', -", SEE PLAN FOR ACTUAL NO. # DIM OF RISERS AND TREADS 1 #3 N051NO PLA TYPICAL (2) LAYERS bxb KI.4xK.4 KK SEE PLAN �' I 04 BARS ' O 46" O/C • s s, i I I CONT. . FOOTING 5ff SGNIED♦p E F F7 TYP. CONC. STAIR DETAIL 5" X 5' CLEAR UN0557RUGTED OPENING 0 SEE PLAN FOR BAR SIZE AND SPACING OF 3000 PSI GROUT FILLED CELL. PROVIDE GLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD KEEP HOLES AT 1/5 AND 2/5 OF SPAN HOOK REINR BAR 12" AT TOP AND BOTTOM e' x 6' x Ib" CONCRETE MA50WY UNITS W/ TYPE 'M' MORTAR 4 CONCRETE SLAB H/ 6x6 #10/10 WELDED WIRE � ON GLEAN COMPACTED FILL FOUNDATION VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL �j QJ CE A 1 L b' :'- - 1-A5 CONT. 3' MIN. COVER 10" 34 THICKENED EDGE #1 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 6x6 GONG. BLK m FULLY &ROUTED CELL wl-#5 VERT. EA. CELL C-1 BLOCK 0 6 '0' O/G MAX. OR AS LOCATED ON PLANS 6xlb C-2 BLOCK CON-. BLOCK W/2 FULLY &ROUTED CELLS WA-05 VERT. EA. CELL 6x12 RINKER 7329 OR EQUAL C-3 BLOCK CON --Om &K. FULLY &ROUTED W/2-05 VERT. 6xlb G4 1 BLOCK I CONC. BLOCK W/2 FULLY &ROUTED CELLS W/I-01 VERT. EA CELL FOOTING SCHEDULE DETAIL MARK 511E 4160) REINFORCING DESCRIPTION NO. YU3 05 CONTIN. (I TOP, 2 BOT) EXTERIOR STEM HALL F-1 16" x 12' x CON71N K/#4 TRANSVERSE BARS 0 4W O.G. THO STORY FI NU5 05 CONTIK (I TOP, 2 BOT) EXTERIOR STEM HALL F-2 21" x 12" x CONTIN K/#4 TRANSVERSE BARS 0 4W O.G. THO STORY F2 H/3 #5 CONTIN. (I TOP, 2 BOT) INTERIOR STEM HALL F-3 21" x 12" x CONTIN K/#4 TRANSVERSE BARS 0 48," O.G. O STEP F3 NNSVVEE (I TOP, 2RSE F-4 21' x 12" x CONTINH/3 NU#4 TTRAA BARS a 46 O.G. 4 INTERIOR MONOLITHIC, F4 in b 0 n' N 9 ,jYYI ?sa, I I I I I {01 I I I I I I \ \ \ I \ I\ F2 \ \ \ \ l 00 G2 Goo I I I TYPICAL: 4" THICK 2500 P5I MIN. POURED CONCRETE SLAB OVER 6xbxIO/10 NAM. OVER APPROVED VAPOR BARRIER AND NI COMPACTED (TO 95 %) GLEAN I AND TERMITE TREATED SAND FILL. F2 I Q I G2 I I I I --I I I I lQ-ii i r 0-I ©G2 (L___JL_---J © 0I o IIp qI 4" LONG SLAB `r I 5" I I FIN FLR I I I s ELEv y �o' o•) O U G2 0 I PLUMBING FIXTURESSWM FOR F2 REFERENCE ONLY I ��--- PZ STUB our FOR FUTURE I i G2 o f I I PLUMS FIXTURES of 4'-40 r o, I � �J F4 I I r ©I � 11 ---- G2 `rIFI , p A I I I I \ e� PT ( 2XI2 LEDGERS G ALL FILLED R —d G WN TO I TYP. SEP 2 0 2018 Permitting Department St LuG e County. FL g CELL SILL 5 INDICATE r. 0 46' Dom TO GENERAL. CONTRACTOR TO MAXIMIZE AND FIELD VERIFY ALL FINAL STEP HEIGHTS, GRADE AND FIN15HEP FLOOR HE16HTS TO MEET CODE BEFORE POURIN6 CONCRETE. NOTE TO BUILDER: ALL MASONRY RETAINING WALLS SHALL BE GROUTED SOLID BELOH 5LAB LEVEL NOTE TO BUILDERJ51.1500INTRACTOR5: BUILDER SHALL COMPLY WITH FBG SECTION R404.1.1 FOR STEM HALL CONSTRUCTION rVE CALCULATIONS BELOW FLOOD: S.F. NEED TO BE VENTED /��GNTT.5.�C.♦O�VyL�i2�S 4p000 55F. ALLOHM FIRE APPROVED THROUGH THE 5T. LUCIE COUNTY ZONING DEPARTMENT SMART VENT HYDRO VENT. (200 S.F. PEW PER 522.22 F84-R 2011 6TH ED.. SEE FLOOR PLAN FOR SQUARE FT. GALL. OF GARAGE. 6L. TO FIELD VERIFY ALL FINAL RISER HEISHT5 WITH FINAL GRADE DOWN TO PAVERS BEFORE CONSTRUCTION NOTE TO BUILDER: VERIFY ALL DIMEN51ON5 AND ANGLES 5HOKN KITH 51TE SURVEY INFORMATION BEFORE CONSTRUCTION NOTE: WEATHERIN& AREA PER TABLE 50I.V) AEATHERIN6: NEGLIGIBLE TERMITE: VERY HEAVEY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANIFAGTURER MD.'B. SEE FLOOR PLAN FOR NOOK PLACEMENT AND LABELING. &L. TO VERIFY ALL FOUNDATION DIMENSIONS AND FIN15H FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION 5LAB: POURED CONCRETE 5LA5 OVER (SEE SLAB SPECS) OVER APPROVED VAPOR BARRIER AND HELL COMPACTED (TO 45 %) CLEAN AND TERMITE TREATED SAND FILL. NOTE: &L. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST ACCORDINGLY IF NECESSARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDING HT. ALLONED BY LOCAL CODES. oelqAovow revisions no. date LOWER HOUSE 12" q/12118 REV #I drawn PAR checked PAR date 6/14/I6 scale 1/4' = 1'-0' AN.0) job no. n-003 . NOM QUA QUANTUM ENGINEERING ASSOCIATES INC. SbuchvalEngineering& C.1Se9reg ftl. 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACN GARDENS, FLORIDA 3 18 WWWAEASSOQAT OM \` r Shawn M. Stambaugh, PE FL UC. 61850 - C.A. 26210 � J O �U L0 (/) W oWU J 04 J O w I- J Z fn drawing FOUNDATION PLAN sheet S-1