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HomeMy WebLinkAbout3882 Night Heron Dr; 18-284; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER:/8100000 BUILDING APPLICATION ik: 18-10000001 BUILDING PERMIT NUMBER: 18-10000001 DATE: January 02, 201851 Gl CO UNIT ADDRESS: NIGHT HERON DR 3882 17-20-31-502-OOOq-0810 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACTLOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARX FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3882 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 81 SFR DE'TAC'HED - - ------- ______ BENEFIT RAIL------------------------------------------------- TYPEUNIT CALL UNIT EE DIST SCHED RATE UNITS TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD single Family Housing 705.00 1.000 dwl ROADS -COLLECTORS N/A unit 705.00 Single Family Housing p0 FIRE RESCUE N/A x.000 dwl unit .00 LIBRARY C -WIDE ORD Single Family HousinT .00 SCHOOLS CO-WYORD 51.00 1.000 dwl unit. 54.00 Single Family HoN/Arig 5,000.00 PARKS 1.000 dwl tua:.it 5,000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 00 5,759.00 STATEMENT RECEIVED BX:%<., SIGNA�'URE: �i`" (PLEASE PRINT NAME) DATE: � NOPE TO RECEIVING SIGNATORY/APPLICANT: 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** PERSONS \� ARE ADVISED THAT THIS SEMINOLEIS A STATEMENT OF FEES DUE UNDER THE COUNTY ROAD FIRE}RESCUE, , LIBRARY AND/UR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. r PERSONS ARE ALSO .ADVISED THAT ANY RIGH`T'S OF THE APPLICANT OR OWNER`T, TO APPEAL THE CALCULATION OF ANY OF HE ABOVE MENTIONED 1\ 1 IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 DAYS CALENDAR OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN 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 BUILDING DEPARTMENT SANFORD 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT HOULD THE COUNTY BUILDINGPERMITNUMBEREATUTHERTOPILEFTOOFDTHISEFSTATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON .REQUEST. CAUL 407-6E5-7356. Revision 0 City of Sanford Response to Comments ❑ Building & Fire Prevention Division PrR 1 8 2 1 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 18-284 LOT 81 Submittal Date 4/18/2018 Project Address: 3882 Night Heron Drive Contact: Sarah Woolwine Ph: 407-730-1311 Fax: Email sarah.woolwine@starlighthomes.com Trades encompassed in revision: ® Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water General descriptiou of revision: Specifies (3) 16" LVL In Lieu Of (2) 18" ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building 2ND FLOORFRAC I NO P `AN ALL EL u i u �iic��• KIhI-1 1 C-IHIVLJ Ab j 2x EXTERIOR WALL SEE PLAN FOR SHEATHING EXTERIOR WALL SHT'6. TO ...... -S EXTERIUP. WALL AND GONNEGTION SPECS. FASTEN 50LE PLATE TO RIM RUN GONTINUOU5 FULL HEIGHT -SEE PLAN FOR SHEATHING BOARD w/ 3"x0.131" NAILS o 6" D.G. 2x EXTERIOR WALL @ 5TAIR5 AND GONNEGTION SPEG5. OR 2-5TORY SPADE OF WALL FROM BOTTOM OF .....� EXTERIOR WALL SHT G. TO RIM TO DOUBLE TOP PLATE RUN GONTINUOU5 FULL HEIGHT I Yl)" FULL DEPTH 05E3 BLOGKING @ -SEE PLAN FOR 5HEATHIN6 OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL (15T BAY ONLY) FASTEN SOLE PLATE OF 2x WALL FASTEN SOLE PLATE TO RIM w/. AND CONNECTION SPECS. RIM TO DOUBLE TOP.PLATE TO BOND BM. w/Y2" DIA. ANCHOR 2 Y2"x0.131" @ 3" O.G. INTO ........ 3"xU.131" NAILS @ 6" O.G. 4 51-IEATHIN6 FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) FA5TEN 5OLE PLATE OF 2x WALL BOLTS @ 6'-0" MAX. PROVIDE SOLE PLATE TO RIM wl 2Yz"xU.131" NAILS 6" O.G. 2Y2"x0.131" @ 3" O.G. INTO SOLE #8 SGREWS OR (5)2Y2"x0.131" NAILS. MIN. 2 PER PLATE TO BOND BM. N1 Yz . DIA. ANGHOR O LTE AND MAX 12 .. PLATE FROM EA END Y8" (MIN.) USB RIM BOARD----`` .... .... .. , . BOLTS @ 4'-0" MAX. PROVIDE FASTEN TU EA. I-JO15T @ 'FOP 4 I-J015T5 I Y8" (MIN.) 058 RIM BOARD. / I -JOISTS MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL @ 5TAIR5 OR BOTTOM GHORD N1 (2) 3)/4"x0.131" L_ -r>=K NLAN FASTEN RIM TO EA. 0LK6-PFR PLAN FROM. EA END ,,,, 2-5TORY 5PAGE. IN51DE FAGE x oyer OF DRYWALL SHALL OVERHANG NAILS � � , j �—' PANEL. w/ (3)3 Y4"x0a31" NAILS � { FASTEN EXTERIOR SHEATHIN6� MASONRY 3/�". PROVIDE FURRING 2 Yz°x0.131" @ 3" O.G. INTO RIM .� MIN... �� �� _--_—r l GUARD <- 2Y2 x0.131 3 O.G. INTO RIM < TO 2x PLATE w/ 2Y2"x0.131 x ON INSIDE FAGE OF MASONRY TO �x BOARD < NAILS @ 3" O.G. MATCH DRYWALL FASTEN RIM TO GMU BONE) x FASTEN EVERY OTHER I -JOIST (w/ WEB ��<; FASTEN EVERY 05B BLOGKIN6 TO BEAM w/ SIMPSON HEIA16 FASTEN RIM TO GMU BOND n BOND BEAM w/ (U SIMPSON HETAI6 x< BLUGKING BOTH SIDES) TO BOND BEAM < 8 GMU BOND BEAM w/ EMBEDDED STf�AP � 24" O.G. � - - BEAM w/ 51MP50N HETAI6 � .� x< w/ (I) SIMPSON HETAI6 (48" O.G. MAX) EMBEDDED STRAP 24 D.G. (4b" O.G. MAX) (1) #5 BARS CONT. VERT WALL REINF. TO X �< WALL 8" GMU , < EXTEND INTO BOND BEAM CS 8 GMU BOND BEAM VERT WALL REINF, TO < < 8 GMU BOND BEAM EXTEND INTO BOND BEAM c W/ (I) #5 CONI'. W/ (1) #5 CONT. (SEE PLANS) ^ 8 REINF. GMU WALL < ,t 8 REINF. GMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 I HORZ. REINF. SPECS c C2® Berl®N - B��TIoN _ SCALE: 3/�"=r-o" 21 5 GTI N C SCALE: FASTENED TO 6ABLE END: FASTEN 5HEATHIN6 TO 2x4 2x B TRU55 w/ (2)3"x0.151" „ 4 LOGKINb w/ BLOCKING w/ 23/a X0.113" 3 3 ,'x , ' TOENAILS. PROVIDE I �� O Ya 0.131 - O R.S. NAILS � 4 O.G. TOENAILS EACH END SIMPSON f15 CLIP x OVERHANGS > 1211 - x x FASTEN ROOF 5HEATHIN6 �vn ISA n nr — TO FASCIA WITH -)31.,,xn wx,, NO 77,324 o _ z '.� 7AT OF ; " - i ra`f QR11) �ti° any i y �J(JAI � /0/11111100 © copyright : MULHERN & KULP Structural Engineering, Inc. c N 0 CD "fl � z o U U Q LO a_ o co W cn N M&K project number "71 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 FASTEN ROOF 5HEATHIN6 TO date: AND GONNEGTION 5PEG5. 2x BLOCKING w 23 "XO 3 R.S. NAILS @.6 O.G. 2x6 BLOGKIN6 EA. BAY: — - ----�