The URL can be used to link to this page

Home My WebLink About113 Palmetto Ave 17-3329; roller systemCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 08, 2018 $� 37 y y BUILDING APPLICATION #: 18-10000208 BUILDING PERMIT NUMBER: 18-10000208 UNIT ADDRESS: PALMETTO AVE 113 25-19-30-5AG-0301-011A V 6 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: AIRPANCHOS PROPERTIES LLC ADDRESS: 401 E 1ST ST STE 4096 SANFORD FL 32772 LAND USE: RESTAURANT NO DRIVE THROUGH TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: RESTAURANT NO DRIVE THROUGH / JAIL HOUSE RESTAURANT -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Restaurant - Sit Down* ROADS -COLLECTORS N/A Restaurant - Sit Down* FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI ROAD ARTERIALS C Retail < 50K Square Feet* 4,340.00 3.892 1000nsft .00 .000 1000nsft 2,962.00 3.892 1000gsft AMOUNT DUE 16,891.28 .00 .00 .00 .00 .00 .00 .00 11,528.10- 5,363.18 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL c7 b 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 J� MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO 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 BUSINESS OFFICE: 1101 EAST FIRST STREET, O 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 7 D NOTES L 3.75 - 4.875 0 0 0 L7 - 3.625 "3.625 0.0 1 0 0 --1 2.438 T+- "i�.099 «1 2.438 .21N 066590-0000. TTP FIXTURE P/N 404044-XXXX. "TOP FIXTURE, 5/8` STEM STANDARD HEAVY DUTY HARDWARE (ATTACH TO SECTION WITH 4X SCREWS) (ATTACH TO SECTION WITH 4X SCREWS) TOP FIXTURE DETAILS an 1�1 --I�---.068 0 0 7.s 0 2.5 .625 PIN 400735-0001 CENTER HINGE STANDARD FOR 400 SERIES (ATTACH TO SECTION WITH 4X SCREWS) CENTER HINGE DETAILS T- o 61 2.25 I n 2.688 --tom--{ 5 2 1-x-.057 PIN 061420-XXXX END, HINGE. EMBOSSED STANDARD FOR SERIES 430 ATTACH TO SECTION WITH 4X SCREWS PART NUMBER DIM "H" (REF) 061020-0002 0.85 061020-0003 1.10 061020-0004 1.35 061020-0005 1.60 061020-0006 1.85 061020-0007 2.10 061020-0008 P/N 061180-0000, CENTER HINGE, EMBOSSED 2,60 STANDARD FOR 430 SERIES 2.84 (ATTACH TO SECTION WITH 4X SCREWS) an 1�1 --I�---.068 0 0 7.s 0 2.5 .625 PIN 400735-0001 CENTER HINGE STANDARD FOR 400 SERIES (ATTACH TO SECTION WITH 4X SCREWS) CENTER HINGE DETAILS T- o 61 2.25 I n 2.688 --tom--{ 5 2 1-x-.057 PIN 061420-XXXX END, HINGE. EMBOSSED STANDARD FOR SERIES 430 ATTACH TO SECTION WITH 4X SCREWS PART NUMBER DIM "H" (REF) 061020-0002 0.85 061020-0003 1.10 061020-0004 1.35 061020-0005 1.60 061020-0006 1.85 061020-0007 2.10 061020-0008 2.35 061020-0009 2,60 PIN 407533-1001, CENTER HINGE STANDARD FOR T'CORE SERIES (ATTACH TO SECTION WITH 4X SCREWS) 1.75 2.875 - 2.434 1.313 085 1.844 Fo 6„ .150 - O Q 0 0 6.625 6 REF. 0 6„ o P/ 400834-XXXX. BOTTOM FIXTURE STANDARD FOR MAX WEIGHT 1000# O 0 (LEFT HAND SHOWN, O (ATTACH TO SECTION WITH 4X SCREWS) PZN 061141-XXXX, BOTTOM FIXTURE STANDARD I 560# (RIGHT HAND SHOWN) (ATTACH TO SECTION WITH 3X SCREWS) P/N 404045-XXXX BOTTOM FIXTURE.5/8" STEM HEAVY DUTY (RIGHT HAND SHOWN) (ATTACH TO SECTION WITH 4X SCREWS) BOTTOM FIXTURE DETAILS 3,313 -- 1.875 -*- 50r0.150-- 0 ® 1.344 6 O O REF O -7t- :O9s 0 7 1/z I � 2.531 PIN 400643-XXXX. END HINGE STANDARD (ATTACH 70 SECTION WITH 4X SCREWS) PART NUMBER DIM "H" (REF) 400643--0002 0.84 400643-0003 1.09 400643--0004 1.34 400643-0005 1.59 400643-0006 1.84 400643-0007 2.09 400643-0008 2.34 400643-0009 2.59 400643-0010 2.84 400643-0011 3.09 400643-00121 3.34 END HINGE DETAILS 2 ,099 --{r- II sac 501 O 7.5 _ Q 000 -2.625 P/N 404043-XXXX END HINGE HEAVY DUTY 5/8" STEM (ATTACH TO SECTION WITH 4X SCREWS) 438 DIA 469 --1 REF REF 1.813 DIA -�- REF J ROLLER ASSY, 2" TR -3 STANDARD ROLLER PART DIM"H" (REF) NUMBER Ultvi"L" 348920 7.56 319138 5.13 PART NUMBER DIM"H" (REF) 404043-0003 1.09 404043-0004 1.34 404043-0005 1.59 404043-0006 1.84 404043-0007 2.09 404043-0008 2.34 404043-0009 2.59 404043-0010 2:84 404043-0011 3.09 h04043-0012 3,34 8;5 REF 625 DIA. .438 -� REF. 1.813 T- DIA REF PIM 406751-0001, ROLLER ASSY, 2" TR -3 W15/8" STEM 1 REVISIONS oEscaw�Wn Dore GORDON THOMAS, P.E. 3759 BLOSSOM CT MASON, OH 45040 FL PE 46718 REF 1.$13 DIA -f REF P/N 666341-XXXX ROLLER ASSY 2" TR -5 PARTDIM°L„ DIM"D" NUMBER (REF) 066341-0003 4.50 7/16 066341-0004 7.12 7/16 066341-0006 9.50 5/8 066341-0007 10.50 7/16 D„ REF -I 2.813 T DIA REF .75{ - P/N ROLLER ASSY. 3" TR -7 PARTDIM"L" DIM"D" NUMBER (REF) _ 066337-0005 7.94 7 16 066337-0006 9.5 7/16 066337-0007 5.9 7/16 404046-0002 11.25 5/8 P/N 401124-XXXX, BOTTOM FIXTURE, 7/16" STEM (RIGHT HAND SHOWN) ROLLER STEM ASSY. DETAILS (ATTACH TO SECTION WITH 4X SCREWS) THE DRAWINGS AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFI AND INFORMATION, IN WHOLE OR IN PART, MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR ANY OF THIS DRAWING OR INFORMATION IS INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT FOR ANY PURPOSE WITHOUT THE SPECIFIC WRITTEN �' PR"Vrw IQLER"ES UNLESS 01--sE 5-1- FINISH WWE DATE .EQWHOLE NUk18ERS: f .25 NONE ' DMM er .X t 1 ab+t+r".av ® JW COMPTON 11/10/9 ASME Y1 MOO Ano Yr 413 XX t .03 UNIT OF AATEnvL QfLu o 0e. PLY. MM, OTI*Rw E XXX :k .010 MEASURE ADA JOHNSON 12/3/93 weE Ech aE"wwv°NumMiS. ANGLES: I .5' N/A w Kovw m: REF UWG USED ON HCiTS f EACH S. BOUCHER 12/3/93 5 4 3 9 ommW nn.E: SECTIONAL DOOR HARDWARE DETAILS, COMMERCIAL N-0 D_ x-08717 DRA"N CAIL N/A SHEET 1 of 2 1 LD c I NO NOTES 0 "H"--�{ LENGTH =DOOR WIDTH - 1" --{ D ROLLED HS STRUT CHART STRUT THK. "H" YIELD (KSI) HS -1 0.030 2.25 30 HS -2 0.052 2.25 30 HS -3 0.052 3.50 3Q HS -0 0.020 2.25 30 18GA, 3° 1 0.040 1 3.00 80 J_ O 2.25 (� 00 �- 2.25 P/N 406742-0001 BRACKET ROLLER SHAFT .085 MATERIAL THICKNESS (ATTACH 'TO SECTION WITH 2X SCREWS) OO B 0 0-T O 3.25 0 00 �--- 3.25 P/N 407305-0001 BRACKET.ROLLER SHAFT .085 MATERIAL THICKNESS (ATTACH TO SECTION WITH 2X SCREWS) A 1.50 28.00 -� 11 IT 0 2.657 0 .500 R 0.6250 P/1 407532-1001 - ROLLER HOLDER .07 MATERIAL THiCkNCSS (ATTACH TO SECTION WITH 2X SCREWS) i_ 0.75 G' 3 + 1.70 .725 DIA 90' 2.50 -i 0 P/N 404030-0001 - EIHACKET ROLLER H()L0FR-D6U0LE E'ND NILE .041 MATERIAL THICKNESS 3.i31 (ATTACH TO SECTION WITH 2X SCREWS) j 0 1 -- - �- 0.63 �--- PIN 409863-000.1...__.-..-BRACKET.SUE20RTWINDIQAU.LH_(SHOWLT} _ .060 (16 GAGE) A/N 409863-0002 - BRACKET SUPPORT WINDLOAD RH 6.00 .070 (14 GAGE) .099 MATERIAL THICKNESS (REFERENCE WIND LOAD DRAWING EOR INSTALLATION INSTRUCTIONS) P/N 410959-0000 - STRUT STRAP P/N 408166-0000 - STRUT STRAP .050 MATERIAL THICKNESS .Ohl MATERIAL THICKNESS USED ON 6" FALL C -CHANNEL USED ON Z STRUT (REFERENCE WIND LOAD DRAWING FOR INSTALLATION INSTRUCTIONS) 8 7 6 5 THE DWG 6.00 2.50 4.00 (409571) 6.00 (410819) 0.6.3 2 1 I EN I NEV I UCSCnwrwn I VAJ I -m-,% GORDON THOMAS, P.E. 3759 BLOSSOM CT MASON, OH 45040 FL PE 46718 P/N 407756-0001 - 7.-5TRUT. 16 Gf� P/N 407756-0002 - 7 -STRUT. 14 GA -- .057 THICK P/N 409517-XXXX .-= .. C -CHANNEL PUNCH IQ GA. 4" TALL ?-/N 410819-XXXXXXX - C --CHANNEL. 11 GA 6" TALL iER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFFIUATED COMPANIES. THIS DRAWING OR IN ?ART. MAY NOT DE COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT HIE PRIOR WRITIEN CONSENT OF OVERHEAD DOOR CORPORATION. NO DISCLOSURE OF NFORMATION IS INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT FOR ANY PURPOSE WITHOUT THE SPECIFIC WRITTEN CONSENT OF OVERHEAD DOOR CORPORATIOI 9"nxac n"=g 10LE MEI Q11=9 041CRASE SPMEIED FINISH 'y rmc DAM DR WNW 111LE: �} WHOLE NUMBERS: t .25 NONE��TWEy� Dom' a�rC DURAN O6/OD/D3 SECTIONAL DOOR HARDWARE 1/ `'•.1 X � 1 DETAILS, COMMERCIAL XX t .03 UNIT OF ""�"Au CHECKED V. AZ�ME MAN MD YI{.S MEASURE M WOMACK 10/'22/03 DRAm14 NAY, Dra;s Dmu:ve� Xxx t .010 D- 408717 'i 'SED awtn Dns N E ANGLES: t .5' N A ArvNav a ur: nUNDEN in u.s CUSTUMMY UNITY / ON HOLES: EA UD FAw 10/22/03 scAEE N A 4 3 9 "I I!l �a] I Im