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479 Rocky Grove Ln 18-3183 (A) NEW SFH ROOFCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION It: 18-10000663 BUILDING PERMIT NUMBER: 18-10000663 (�-3j �3 DATE: August 02, 2018 `S y7/ UNIT ADDRESS: ROCKY GROVE LANE 479 21-19.30.510-0000-0790 3 ��I-� TRAFFIC 'GONE:022 JURISDICTION: SEC: TWP: RNG: SUB: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPTAYLOR MORRISON O ADDRESS: 2600LAKELUCIENDRIVE I SUITE 350 MAI'TLAND FL 32'/51 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 479 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR - ---------------- -- ------------------------ - _ __ _ _______ _ __ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RA'Z'E UNITS TYPE ------------------------------------------------- ------------------------------- ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 awl unit '105.00 ROADS -COLLECTORS N/A Single Family Housing FIRE RESCUE .UU 1,000 awl unit ,Op LIBRARY CO -WIDE ORD .00 Sl"Zle Family Housing SCHOOLS 54.00 1.000 awl unit 54.00 CO -WIDE ORD Single Family HoNSing 51000.00 1.000 awl unit 51000.00 PARKS /A LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE I, SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ,!/h•-� ISSUANCE OF A BUILDING PE E, I T. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER ,�,1 TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES 1 MUST 13E EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN (� CJ CEITIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW V O� MUST MEET THE REQUIREMENTS Or THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-73, 6. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF' SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, A 32771 PAY ENT THEMCOUNTYOULD BE BUIILDINGYPERMIT OR EAX THEKTOPNLEFT REFERENCE THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE c i C 1 z.' ., 11 1 d'—n» i\�OTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CON SENT OF THIS Oi-L 1C F. BACK CHARGES WILL NO I F)"r ACCEPTED WITHOUT PRIOR WRIT1 E N APPROVAI Rv( OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, J\IC . 'Tr 1 7,,' -R" C -) on rdg 8/24/11 R/Ol y co N 6/12 ci 12/15/11 P NEW WIND AND LUMBER vy ]% U U 0 U U RA01 RERAN E NEW WINll 14UC JRH 05/09/2012 R1301 Lr_3 HMr 07/12/13 R/01 FT2GE PFH CJIA RA01 COPY JOB, RELABEL J7A 2/20/17 RA01 CJ1A HMr EJ74 i j r_J3A CJSA i CJ5A / CJ5A D3G N a10 2 - 617 /12 U U D2 ��AP - —'// CJ54 � a EJ7A 1 — CJIA i L 2 6 �z1 L1 rr � IF Zr] ro L4 CJ3k, FT3G 1 a CD ry j FT6 CJ5A 1� A5G i U = 1291# U = 2034# A4 A3 C A2 --<— T7';IR-7- - —ter--- rL._ FnG I ICU10 R-5848 -� oo\ T I I � Fl2 Tn A3 A4 u O U = 1661## GA U = 1671# V1 CJ5A - Ir CJ5A / C:, CJ3A / ti / / vis V- CJSA \ / EJ7Fl rn CJIA _F \ i— C1G U - J1A- I rwALLW T- 1F HIG :!:�ZBARIN FT1GE X n ¢ <1 U \ \ 5Z n Z—\ Ci T 6/12 C- T, D --D71 i i i\�OTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CON SENT OF THIS Oi-L 1C F. BACK CHARGES WILL NO I F)"r ACCEPTED WITHOUT PRIOR WRIT1 E N APPROVAI Rv( OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, J\IC . 'Tr 1 7,,' -R" THIS IS A TRUSS PLACEMENT PLAN. ITS INTENBED T❑ AID IN THE INSTALLATI❑N OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND 177 1017777 7,0Pr17rrrr I =M777M= T TL- E R F1 F1 F I ' 6 F— 2 HEE L4-3/ j J 0 PLUMB CU- --- ?X4 12 " _1,x.1 T314' SUBFL❑❑R TRUSS HELD BACK 3/4" FOR PLYWOOD. 71 r -i HANGER CHAR_ aN p'/lI Y IN 1 L I' -A 4? ! VFI'. FAN WALL HT, BASED ON 9'-4" A.F.F, REFER TO JG, PACK FOR C❑NNECTI❑N, , CJ5 j/ �� i l ECORD COPY CJ3 �4 U Cil / r i U U 1'-016 �-4- TYPICAL I' SETBACK CORNERSET LABELING AND SPACING 8U1t�/y SI& o� Ir� AHvtTMENt #18-3183 Labeled End Mark Al"I':ENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bl 30' Span r less 30' to 60' Span Spread r Bar 6U dQgrees �I/2 �'1 r 2/3 to 1/2 r io lint Pun uppro Tu lir.r spanspns T REFER TO BCSI -B1 Truss must be set this Hay if crane used, Truss is an example, Your truss may noT match, Innis+. crane operator sets truss this 'Nay, Total, Truss Quantity = 189, GPn�nal Not _' 1) Ali parallel chord trusses, flat trusses and flat girders have the lop chord partially pointed green to be instulle(i green side up. 2) All 'hungers to be, Simpson H11S26 unless otherwise noted. 3) All truss spacing is 24" O.C. unless otherwise noted. 11) Per Truss Plate Institute SCSI at recornrnendation permanent X brecing should bo placed of a rnaairnum spaclog 15' O.C. ceross the span, to be. repected at a rrluxirnurn of 20' between each X brace throughout the structure. Please refer to SCSI 131 for ,any additional bruc;ng details. ROOF LOADING SCHEDUL TCLL - 20 PSF TCDL = 17 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = /17 PSF DURATION = 1.25 WIND SPD/TYPE 150 MPH ENCLOSF,D BLDG EXPOSURE = C USAGE = RLSIDENTIAI, CAT II WIND IMPORTANCE FACT❑I- I UPLIFTS BASED ON 9.2 PSF DESIGN CHI`CEIZIA F BC 2017 `CPI 2 01 /1 'truss member design & connector plates are designed for ASCL 7— 10 and maximum forces from both components and claddings and main wind force resisting systems. * 'Chew trusses have been reviewed to carry an additional 109 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDU E TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF %TOTAL = 55 PSF ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 10001 ARE SHOWN ON ENCINEERINC . WALL KEY `, '-4" �20'-3/4 LOAD# OFS(-,RIPIION INIT F)ATF R/01 New Model rdg 8/24/11 R/Ol Cutting d m Ln m 12/15/11 R/01 NEW WIND AND LUMBER 02 U U U T RA01 RERAN E NEW WINll 14UC JRH 05/09/2012 R1301 Lr_3 HMr 07/12/13 R/01 FT2GE PFH 10.03.2016 RA01 COPY JOB, RELABEL RDP 2/20/17 RA01 LC9 HMr EJ74 i CJ14 CJ34 c� CJ54 1 i L 2 6 �z1 L1 rr � IF Zr] ro L4 FT3G CD ry FT6 1� C --<— T7';IR-7- - —ter--- rL._ FnG R-5848 -� T I I � Tn R-12112 cn FARING COLUMN-- - - Ir C:, _F \ F I rwALLW D HIG :!:�ZBARIN FT1GE \ \ i CJ5 CJ3 -- > EJ7 — CJ1 -- U U 6/12 G2 ou �I N `1 DD G3 G 4 G y CJ5 \� CJ5 i 3 CJ3 \\ CJ3 -I / E 7 Cil i Cil / ,1 > on In D — Ul U6/12 � U U U U U ;T„ 21' 4" THIS IS A TRUSS PLACEMENT PLAN. ITS INTENBED T❑ AID IN THE INSTALLATI❑N OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND 177 1017777 7,0Pr17rrrr I =M777M= T TL- E R F1 F1 F I ' 6 F— 2 HEE L4-3/ j J 0 PLUMB CU- --- ?X4 12 " _1,x.1 T314' SUBFL❑❑R TRUSS HELD BACK 3/4" FOR PLYWOOD. 71 r -i HANGER CHAR_ aN p'/lI Y IN 1 L I' -A 4? ! VFI'. FAN WALL HT, BASED ON 9'-4" A.F.F, REFER TO JG, PACK FOR C❑NNECTI❑N, , CJ5 j/ �� i l ECORD COPY CJ3 �4 U Cil / r i U U 1'-016 �-4- TYPICAL I' SETBACK CORNERSET LABELING AND SPACING 8U1t�/y SI& o� Ir� AHvtTMENt #18-3183 Labeled End Mark Al"I':ENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bl 30' Span r less 30' to 60' Span Spread r Bar 6U dQgrees �I/2 �'1 r 2/3 to 1/2 r io lint Pun uppro Tu lir.r spanspns T REFER TO BCSI -B1 Truss must be set this Hay if crane used, Truss is an example, Your truss may noT match, Innis+. crane operator sets truss this 'Nay, Total, Truss Quantity = 189, GPn�nal Not _' 1) Ali parallel chord trusses, flat trusses and flat girders have the lop chord partially pointed green to be instulle(i green side up. 2) All 'hungers to be, Simpson H11S26 unless otherwise noted. 3) All truss spacing is 24" O.C. unless otherwise noted. 11) Per Truss Plate Institute SCSI at recornrnendation permanent X brecing should bo placed of a rnaairnum spaclog 15' O.C. ceross the span, to be. repected at a rrluxirnurn of 20' between each X brace throughout the structure. Please refer to SCSI 131 for ,any additional bruc;ng details. ROOF LOADING SCHEDUL TCLL - 20 PSF TCDL = 17 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = /17 PSF DURATION = 1.25 WIND SPD/TYPE 150 MPH ENCLOSF,D BLDG EXPOSURE = C USAGE = RLSIDENTIAI, CAT II WIND IMPORTANCE FACT❑I- I UPLIFTS BASED ON 9.2 PSF DESIGN CHI`CEIZIA F BC 2017 `CPI 2 01 /1 'truss member design & connector plates are designed for ASCL 7— 10 and maximum forces from both components and claddings and main wind force resisting systems. * 'Chew trusses have been reviewed to carry an additional 109 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDU E TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF %TOTAL = 55 PSF ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 10001 ARE SHOWN ON ENCINEERINC . WALL KEY `, '-4" �20'-3/4 LOAD# OFS(-,RIPIION INIT F)ATF R/01 New Model rdg 8/24/11 R/Ol Cutting rdg 12/15/11 R/01 NEW WIND AND LUMBER JRH 04-10-12 RA01 RERAN E NEW WINll 14UC JRH 05/09/2012 R1301 Lr_3 HMr 07/12/13 R/01 COPY RE3 2585A/REV'D PFH 10.03.2016 RA01 COPY JOB, RELABEL RDP 2/20/17 RA01 LC9 HMr 12/15/17 LOAD{ DESCRIPTION INIi. DATE LAN# SCALE ??' ] 1/1H/Ol f):52 e1M CCAQN.dwvgq� CONTRACTORS OF AMERICA 3900 AVENUE Cr N. W. WINTLP HAVEN LI.f1RTDA 33880 PHI INE: ( 800) 9 8800 FAX: ( 863) 294 2488 BUILDER'l' 1YLOR MOHRISON PR❑JECTI'HORN 13ROOK MODEL 2532/A CCA PR❑J/M❑DEL/ALT rJA6/JA 7/2;"it3SG/��5fiME\/25Fi`I'a\ ALT DESC OTC : LOT :79 BLOCK: _ DESIGNER JJP PAGE DATE 12/16/10 LAN# SCALE ??' ] 1/1H/Ol f):52 e1M CCAQN.dwvgq�