Loading...
HomeMy WebLinkAbout3993 Night Heron Dr #17-2797- framing planROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 ,--_. unit 705.00 OF' SEMINOLE 1 �^ a COUNTY Q3E STATEMENT IMPACT FEE .00 1.000 dwl unit . 30i STATEMENT .NUMBER: 17100007 DATE: Se September 25 P 2017 BUILDING APPLICATION #; 17-10000700 BUILDING PERMIT NUMBER: 17-10000700 coo .00 UNIT ADDRESS: NIGHT HERON DR 3993 17-20-31-502-0000-1900 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 54.00 1.0.00 SUBDIVISION: TRACT: 54.00 PLAT BOOK: PLAT.' BOOK PAGE: BLOCK: LOT: 1.000 OWNER NAME: unit 5,000.00 ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE; SFR DETACHED 00 TYPE USE: WORK DESCRIPTION: CITY-SANFORD 00 SPECIAL NOTES: 3993 NIGHT HERON DR / LOT 190 SFR WYNDAM PRESERVE .00 -------------------------------------------------------------------------------- F'EE BENEFIT RATE UNIT CALL, UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS -------------------------------------------------------------------------------- TYPE 5,759100 ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.0.00 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PASingle LAW ENFORCE N/A 00 DRAINAGE N/A 00 .00 AMOUNT DUE 5,759100 STATEMENT RECEIVED BY: SIGNATURE: (PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPL'ICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE*k PERSONS ARE ADVISED THAT THIS IS A STA'T'EMENT OF FEES DUE UNDER THE SEMINOLE COUNTY -ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS .ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE `TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NQT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-735.6. 2x6 LEDGER FASTENED/� FASTEN ROOF SHEATHING TO'b��✓ //� 2x LEDGER w/ 2 /e X0.113 TO EACH GR0551 NG STUD R.S. NAILS 6"O.G. _w/ (3)3 Y4 x0.131 NAILS ROOF TRUSSES y�{ N. � 2x EXTERIORWALL @ 24"o.c. EXTERIOR WALL 5HT'6, TO AND CONNECTION SPECS. FASTEN SOLE PLATE TO RIM �� -SEE PLAN FOR SHEATHING 2x EXTERIOR WALL STAIRS SPATE Or ; 4q RUN GONTINUOU5 FULL HEIGHT BOARD w/ 3 x0.131 NAILS @ 6 O.G. .- C AND CONNECTION SPECS. EXTERIOR WALL 5HT 6. TO OR 2-STORY SPAGE OF WALL FROM BOTTOM OF '% °: ,� SHEATHING SEE DETAIL 20 OR / C t RIM TO DOUBLE TOP PLATE RUN GONTINUOUS FULL HEIGHT .: I Yb" FULL DEPTH 05B BLOCKING SEE' PLAN FOR Jf fEATHING c co `�'::' cti[ri & Ku N`»4 `� FASTEN 50LE PLATE OF 2x WALL C PY 9hI OF WALL FROM BOTTOM OF 48 o.c. ALONG WALL (IST BAY ONLY) AND GONNEG TION SPECS. 21 FOR ADDITIONAL'� FASTEN 50LE PLATE TO RIM w/ _ TO BOND BM. w/Yz DIA. ANGHOR CONNECTION INFO r�✓rA���Ky RIM TO DOUBLE TOP PLATE 2Y2"x0.131" @ 3" O.G. INTO 3x0.131 NAILS 6 O.G. SHEATHING FASTEN SHEATHING TO EA. BLOCK w/ (5) FASTEN 50=E PLA OF 2 BOLTS @ 6'-0" MAX. PROVIDE 5HT6. FASTENING TE x WALL (2)2x8 LEDGER. FA5TEN OUTER 50LE PLATE TO w 2 " 0.13 " 5 " O.G #8 5GREW5 OR 5 2 x0.13 ILS MIN..(2) PER PLATE AND MAX 12 RIM / z x I NAIL 6 2Yz x0.131 ®3 D.G. INTO 50LE----._ O Yz I NA TO BOND EM. w/Yz DIA. ANGHOR PLY TO INNER PLY w/ 2 ROWS OF _ PLATE BOLTS er. 4'-0" MAX. PROVIDE FROM EA END C1 c 3 x0.120 (MIN.) NAILS @ 16 o.c. Yg (MIN.) OSB RIM BOARD MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL ® STAIRS OR MAX.) STAGGERED FASTEN TO EA. I-JOIST TOP 1-JOI5T5 I Ya" (MIN.) OSB RIM BOARD. I-JOISTS (MAX) N _PER PLAN FASTEN RIM TO EA. BLKG -PER PLAN FROM EA END _ 2-5TORY SPAGE. IN51DE FAGS o a� BUTTOM GHORD w/ (2). 3 Y "x0.131:,, :. aJ 4 I-JOISTS - - \ OF DRYWALL SHALL OVERHANG c NAILS PANEL w/ (3)3,v x0.131 NAILS _ a \ , FASTEN EXTERIOR SHEATHING �. MASONRY 3/ PROVIDE FURRING X SEE PLAN MIN. 4 2 �.� Yz x0.131 ®3 D.G. INTO RIM TO 2x PLATE w/ 2Yz x0.131 ON INSIDE FAGE OF MA50NRY TO — BDA 2Y x0.131" @ 3' O.G. INTO RIM _ \ a) -4 RD z NAILS � 3 O.G. MATCH DRYWALL + _ � BOARD FASTEN RIM TO GMU BOND FASTEN EVERY OSB G O STEN EVERY OTHER - T w B R BLO KING T c L a s FA TH I JOIS (/ WE FASTEN RIM TO GMU BOND 119 GMU BOND BEAM w/ SEE UPLIFT GONNEGTOR U BEAM w/.SIMP5ON HETAI6 : BOND BEAM w/ (1) 51MP50N HETAI6 FASTEN RIMBOARD THRU 5HTG. _Q BLOCKING BOTH 5101~5) TO BOND BEAM BEAM w/ SIMPSON HETAI6 (1) #5 BARS CONT. 5GHEDULE ON PLANS FOR EMBEDDED STRAP ®24 O.G. �� � �: (48 D.G. MAX) TO ROOF TUR55 LEDGER w/ 2 GONNEGTOR SPEGIFIGATION5 RO ' w/ (I) 51MPSON HETAI6 (48 O.G. MAX) EMBEDDED STRAP � 24 O.G. WS OF 3X0.120 (MIN.) NAILS � v VERT WALL REINF. TO 8" GMU WALL +� c E 8" GMU BOND BEAM VERT WALL REINF. TO a: GMU BOND BEAM ®I6 O.G. (MAX.) STAGGERED W v, EXTEND INTO BOND BEAM (SEE PLANS) W/ (1) #5 CONT: EXTEND INTO BOND BEAM W/ (I) #5 CONT. VERT WALL REINF. TO �: GMU BOND BEAM _ m . CD 8" REINF. GMU WALL S.. REINF. GMU WALL EXTEND INTO BOND BEAM W/ (U #5 CONT. c o oc, -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. co HORZ. REINF. SPECS $ HORZ. REINF. SPECS 8 REINF. GMU WALL - �, o :�; SEE PLAN FOR VERT. c� r- _ Q N HORZ. REINF. 5PEG5 �, a S�GTION S�GTION S�GTION �79I4 l a /4•=1'-O" M&K project number pI 181-16006.1 2x4 GATS ® 16"O.G. project mgr. SDI. FASTENED TO GABLE END FASTEN SHEATHING TO 2x4 2x4 BLOGKING w/ drawn by JTS TRUSS w/ (2)3"x0.131" BLOCKING w/ 23/a"XO.i13" (3)3Y�"x0.131" TOENAILS. PROVIDE (1) Issue date. . R.S. NAILS.®4 O G. TOENAILS EACH END 51MP50N H3 CLIP ® 10-.25-1 6 OVERHANGS > 12" . x x -XI x REVISIONS; GYPSUM BOARD— date: MAX 2'-O" MIN date: initial: FASTEN ROOF SHEATHING TO PER ARCH FOR 1'-4" WITH 2��"X0.113" R.5. FIREPROOFING 0310812017 ITS �: i i (4) 3 Y4"x0.131" NAILS ®6 O.G. ROOF 5HT6 i NAILS SHALL BE i GABLE END VERTICAL WEB ' 06/0212017 ITS REIIIFORGIN6 A5 REQURIED CONT. 24" MIN BY TRUSS MANUF. ONTO ROOF 1211112017 MK LU Q 03/0912018 ITS 2x FA5CIA -5EE ARCH SEE UPLIFT GUNNEGTOR 3y4"x0.131" TOENAILS @ 12.. 2x 5HEAR WALL 5GHEDULE ON PLANS FOR O.G. GONNEGTING BOTTOM \ - SEE PLAN FOR CONNECTOR 5PEGIFIGATIONS CHORD TO TOP PLATE SPEGIFIGA"TIONS. — FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ FASTEN BOTTOM CHORD OF _ GABLE END TRU55 TO TOP PROVIDE 2x4 BLOGKING (3) 3 Y4"x0.131" TOENAILS PLATE WITH SIMPSON A55 2x4 BRACE w/2x4 0 4W O.G. IN FIRST (3) . GLIP5 ® 32" O.G. T-BRAGS, SPAGED © BAYS OF ROOF W 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T' w/ 3,VWx0.131" TIGHT BETWEEN TRU55 FASTEN BOTTOM OF 2x4 NAILS ® 12" O.G. BOTTOM GHORDS d BRACE TO DBL. TOP -rte I 2 kr PLATE w/ (I) 51MPSON �� I �IL. BLOGKNING w/SGREW�H2.5A i (2)3Y4"x0.131"-0" TOENAILS � I SCALE: 3/4"=1:-O" /NAILS @ 6" O.G. .. v1 i TrT U ^ 11 t�p � 1 :2 a 41 ZZ: LETTERED DETAILS ARE TYP I GILL .EOR NUMBERED DETAILS ARE PLAN TH 1 S HOME SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ' �, ALL APPL I GABLE AREAS. THE5E WHERE 5PEG I E I GALLY I ND I GATED sheet. DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. o SD2*2