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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: -1 rP t z REVISION FEE: . ®0 PERMIT # 1512-0037 RECEIPT# S�CQ BL. PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/5[of ADDRESS: 1299 Outdoor Resorts of America Nettles Island 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. 4. 5. CONTRACTOR INFORMATION: ST. 1.UCIE COUNTY FBUiLDING DIVISION RC'.ViF-1` 12:0 FCI4 C"Kt�E 0 lot line side ;,,Ply DATE JOP OR STATE of FL REG./CERT. #: CRC1328282 CST. LUCIE COUNTY CERT. #: 18415 BUSINESS NAME: Mq Builders, QUALIFIERS N e ewman ADDRESS: I SE Carvalho Street CTTY; Port St. rucie Florida 349 STATE: ZIP: PHONE (DAYTIME):7/2-8/1-9500 FAX: 1-950 OWNER/BUH.DER INFORMATION: NAME: ADDRESS: CITY: PHONE: Henry Clews and Nancy Chandler STATE: Florida ZIP: 34957 1-603-443-2781 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: Quantum Engineering Associates, Inc. ADDRESS: JUU Avenue of Champions CITY: Palm Beach (;ard m STATE: PHONE (DAYTIME): 561-202-6994 Revised 07/22/2014 ZIP: 33418 FAX: 561-296-2494 /o <® /\\ ❑1 / � I / //O ❑ ❑1 / PT WOOD POSTS. / / SEE 5TRUGTURAL MMIN65 / I �O I / / TYPICAL AU6ERGA5T PILES. / / SEE STRUCTURAL DRAWINGS / I / I / I / I / I / I / I / / I / / I \ I \ I � I:�:: I:-4• � I \ I BREAKAWAY GMU WALLS UP TO GRADE PERMANENT MAIN EORE55 PT WOOD STAIR CASE IN/OPEN RISERS. ATTACH PT STAIR STIN6ER5 4 LANDING 5UPPORT5 TO NON FRAN61BLE GMU WALL 4 CANT. BEAM AS NEEDED MAIN FLOOR PLAN WALE; 1/4" = 1'-0' o11111011111111111 ❑ ❑ LLLLLLLLiK 1 © O 1 ST LEVEL ENTRY FOYER o I +� &-O" US, AlG S p• :6. 5 J (299A S.FJ OUTSIDE PERIMTER 0I L— i4'-0" 5'-10, 5'-10" ON-7 k. / JI \_ ❑ I 1 / O"x60" 5.G = -]IF-0 \ IF / I 1 ELEV. `-- 6.6. TO VERIFY M-EV 54FT 4 PIT SIZE BEFORE CONSTRUCTION NO1-BI AY 14 3 -4' UP Y ST I m u�i o J o 1 W/14' T.6. 51. MAIN DO I 41-IOR 1,�• 11-4" 4'-10" 4' 8" 2 -4" ----------------- FRANGIBLE CON,. 5LA5 SEE 5TRU'CTURAL DRAWIN65 1 I I \ I \ \\ 1 MAINTAIIN T'-6' MIN CLEARANCE FROM FRANGIBLE SLAB UP TO BOTTOM OF GB-1 \� ---------`—�----- -- NOTE: ENGINEERED IAIIT MA50NRY USED TO DM16N WALL5, BEAM5 4 COLUMNS INSTEAD OF PRESCRIPTIVE GORE GROUND FLOOR PLAN WALE: 1/4' = Ib' NOTE: RATIONAL ANALYSIS WAS U5ED TO DESIGN THE FOOTIN6 INSTEAD OF PRESCRIPTIVE,ODE. ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE I VFNT1LArING AREA 2,010 W. FT. 11150 113.40 W. FT. OR USE 60'-5" MIN OF 2' WIDE 50PFIT VENTING OR USE VENTILATED ALUMIN SOFFIT MLOUr ALL WINDOWS AND DOORS ON THIS RESIDENCE SHALL BE IMPACT RM15TMT CALCULATIONS FIRST FLOOR A/G M1.0 S.F. TOTAL U/A I,T51.0 S.F. EXT DECK 112D S.F. 15T FLOOR FOYER 299.0 S.F. TOTAL FOOTAGE 2=0 S.F. revisions no. date REV #I 1,,24116 BLD6 CMT5 REV #2 6122116 OWNER GMT5 ADD ZEROSIDE WINDOWS drawn PAR checked PAR date 11/74/1.5 scale 1/4' = r-ON 0MO) job no. 15 066 . CLE Shawn M. Stambaugh, PE FL. LIC. 61850 - CA. 26210 W W Q o A Q J LL zz Q Vl (() O W� N JU ~O ~ W � J J Z i-- cf) QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing FLOOR PLAN 1 & 2 sheet A-1 Apv.. FLD. — -- -- - -- -- -- -- _ -- -- -- -- -- -- - - -- MAX HT. ALLOWED 5YNTHETIC CEMENTITI0U5 FINISH OVER DENSE 6LAS5 GOLD BIRD OVER TYVtK BIDE WRAP OVER 19/32' EXT 5FEATHINS SECIRRED TO TRU55M 12 J-BEAD "STUCCO STOP" OVER 6ALV MTL FLASHING 0 ALL ROOF/WALL 6 INTERSECTIONS TYP, I" 5TANDIN6 METAL SEAM ROOFING TYP. F.FP. W O' A.F.F. EXTEND O.H. DOWN PAST PLATE FAUX 5WITTER5 A5 5HOM 5 I HIGH 4' H RA15M SMOOTH 50'X Ib"R.O. UCC 5T0 SILL DP - 52.92 + 48.80 CEMENTITIOUS TEMURRED O2 O FINISH AS 5HOWN In 56"X 651.RO. 36"X 65"RD. O'-0' F.F.F. +46.60 q +4660 F.U. 131-2"NAY.O. m (10'-0" NA.VD) - - - - - - - - - - - BASE ELEV KIN. - - - - - 9 CEMENTITIOU5 TEXTURRED TYP. 26"X 51"R.O. Dp - 52.95 + 48.80 96"RO. -51.T6 +42DI O 56"X 82"RA. Dp -5259 +46.50 FRONT ELEVATION SCALE: 1/4' = 1'-0' 4'-0" NAVD. MEAN GRADE 22-0' ABV. FLD. MAX.Hr. AUM FPF. 9'-O" A.F.F. T.O. BPAM CEMENTITIOUS 510IN6 AS SHOWN 0'-0" F.F.E. IFFP. 13-0' NAVD. - - - - (10'0' NAVD) A A BASE ELE MIN. REAR ELEVATION SCALE : 1/4' = 1'-0' 4'-0' NAVD. MEAN USE IMPACT DOORS AND WINDOWS WITH LOW-E INSULATED 6LA55 6.0. TO ADJJST LOCATION OF STAIR/LANDIN6 TO ACCOMMODATE PERMANENT 6ROUND O5.EOT5 \ �\V \ I I _ I„: i LEFT ELEVATION SCALE: 1/4" = 1'-0" 12 �6 TS"X 651RO. - - DP-- 9b.9b - - - - - +44.82 O T4'X 82"RO. DP+44.� RIGHT ELEVATION SCALE; 1/4" = 1'-0' revisions no. date REV #1 1/2416 BLD6 CMT5 REV #2 6122116 OWNER CMTS ADD ZEROSIDE WINDOWS drawn PAR checked PAR date 11n4n5 scale I14' = r-ON ANAP - - - job no. 15-066 . CLE EXTEND O.H. DOWN PAST PLATE 12 13 14 28'X 39"R.O. 38"X 51'R.O. 38'X 51'RO. Dp +48. �5 DP - 51.65 DP - 5185 +4131 +4131 WIX 631RO. -- -- -- -- -- -- -- -- -- - -- DP=61-A + 44,02 Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W AL LL W � o� Qz U)o ► MOW MW04 U J Z (A QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCLATES.COM ' drawing ELEVATIONS sheet A-2 a