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HomeMy WebLinkAbout1619 Rinehart Rd%. , E. CITY OF SANFORD PERMIT APPLICATION MAY u Application #: 0 i • hh ' z Submittal Date: Job Address: �Of /t ��c/E /�- j�% L> Value of Work: $_ 0? (Zyv5p Parcel ID: Z% ?C) �7 - UEi��' r/ Ci Zoning: Historic District: Description of Work:CE GA'z , 6i Square Footage: OC (9. .................................... .� QZ............................................................. Permit Type: Building ❑ Electrical/K Mechanical [3 Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign J�' Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ J Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial Industrial ❑ Construction Type:516\1 # of Stories: # of Dwelling Units: Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required) ........................................................................................ ..../.'..................... .... Property Owner: _L GAG Contractor:/5�y71 Address: Address: a cd 1/7-1,JY7215-1.1 Phone: E-mail: A Pho�7S/%3 State License umber: �c�O00�`8 4oS Bonding Company: `? Mortgage Lender: ( / !,f Address: Address: Phonega Fax: 1 _ E-mail:C,�S�J Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, and there may be additional p it quired from other governmental entities such s water management d' tric to agencies, or federal agencies. Acceptance i iM cation tha I ill&i y the owner, e rope of the requir a is o Lien w, FS fifi, I Si ature of Owner/AAe Dat A Signature of Contractor/A Date GARY HICKS MY COMMISSION # DD 609574 EXPIRES: January 10, 2011 Bonded Thru Notary Pubic underwriters Owner/Agent is = Personally Known to Me or _ Produced ID APPROVALS: ZONING- 7 �UTIL: Special Conditions: Rev 02/2007 /tf,d 7 i3MY HICKS MY COMMISSION # DD 609574 EXPIRES: January 10, 2011 Bonded Thru Notary Pubic underwriters Contractor/Agent is _ Personally Known to Me or Produced ID 5(SJ1A) FD; ENG: BLDG:770 Red$ri�l�izZa DATE: April 16, 2007 TO WHOM IT MAY CONCERN: This letter authorizes INTERNATIONAL SIGN & DESIGN CORPORATION to manufacture and install signs and/or awnings at the following location: Red Brick Pizza 1621 Rinehart Road Sanford, Fl 32771 INTERNATIONAL SIGN & DESIGN CORPORA variances required by the local governing body. Name: I % 1 Title: Notary Public: is authorized to secure permits and » ...... Se�:�o7�......................... County of NICHOLAS COOPER � COM" ZSM0012 � Expires ?/9/2009 State Of f= /o 1, d ll � a 60W9d mti (800)432.4254 .............. Fbritla Notary Ass. Inc My Commission Expires: PLANS REVIEWED CITY OFSANFORD 26.25 S.F4 n 1 � LETTER DETAIL SCALE: 1/2" = 1'-0" 10'-0" 1/8" BLACK ALUMINUM BACKGROUND PANEL. BRICKS ARE 5" DEEP, FRONT LIT CHANNEL CANS WITH 1/8" RED PLEX BONDED TO WHITE FACES. OVEN IS 4" DEEP, FRONT LIT CHANNEL CAN WITH DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED TO WHITE FACE. "RED BRICK PIZZA" TO BE 5" DEEP, FRONT LIT CHANNEL LETTERS WITH 3 STORE FRONT ELEVATION SCALE: NOT TO SCALE 30 M.A. NORMAL POWER \% FACTOR TRANSFORMERS 5" "RED BRICK PIZZA" IN REMOTE METAL BOXES. 5" DEEP, ALL ALUMINUM CONSTRUCTED DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES. TO BE SPRAYED BLACK. WEEP HOLES IN ALL LETTERS If EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/8" BLAC ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. -WHITE PLEX FACES. --+15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED V' j ELECTRODE BOOTS. 1/2" FLEX CONDUIT T ! REMOTE TRANSFORMER J 1/8"BLACK ALUMINUM �JC"JJLIVI MOUNTING HARDWARE --J , `/ Its 'm "w TYPE TO BE DETERMINED OF SANF( BY WALL CONSTRUCTION IV 2 LETTER SECTION SCALE: NOT TO SCALE URGENT •ATTN: ELECTRICIANS CIRCUITS REQUIRED NEW UL 2161 C.F.P. SIGN TRANSFORMER TO BE r(al REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED ® DEDICATED HOT, NEUTRAL, GROUND TERMINATING AT PANEL. (120 VOLT) SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Q z� OW Q a 20 W2 z ■` ■ E9 z■//-w■ -F/ E Lu Z O Z Ll 0o Z_ 3N oa, 5" BRICKS OVEN 5" DEEP, ALL ALUMINUM CONSTRUCTED MOUNTING HARDWARE TYPE TO BE DETERMINED PLEX FACE CHANNEL CANS. FINISH TO BE SPRAYED BLACK. BY WALL CONSTRUCTION 1" BLACK JEWELITE WITH WHITE PLEX FACES. 1/8" CUT OUT RED PLEX SHAPES PLEX FACE CHANNEL CAN. FINISH TO TO BE BONDED TO WHITE FACES. 15mm 6500 WHITE NEON WITH DOUBLE BY WALL CONSTRUCTION BACK ELECTRODES IN U.L. APPROVED 1" BLACK JEWELITE WITH WHITE PLEX ELECTRODE BOOTS. Yf FLEX CONDUIT T i REMOTE TRANSFORMER 30 M.A. NORMAL POWER \% FACTOR TRANSFORMERS 5" "RED BRICK PIZZA" IN REMOTE METAL BOXES. 5" DEEP, ALL ALUMINUM CONSTRUCTED DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES. TO BE SPRAYED BLACK. WEEP HOLES IN ALL LETTERS If EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/8" BLAC ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. -WHITE PLEX FACES. --+15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED V' j ELECTRODE BOOTS. 1/2" FLEX CONDUIT T ! REMOTE TRANSFORMER J 1/8"BLACK ALUMINUM �JC"JJLIVI MOUNTING HARDWARE --J , `/ Its 'm "w TYPE TO BE DETERMINED OF SANF( BY WALL CONSTRUCTION IV 2 LETTER SECTION SCALE: NOT TO SCALE URGENT •ATTN: ELECTRICIANS CIRCUITS REQUIRED NEW UL 2161 C.F.P. SIGN TRANSFORMER TO BE r(al REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED ® DEDICATED HOT, NEUTRAL, GROUND TERMINATING AT PANEL. (120 VOLT) SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Q z� OW Q a 20 W2 z ■` ■ E9 z■//-w■ -F/ E Lu Z O Z Ll 0o Z_ 3N oa, 4" OVEN 4" DEEP, ALL ALUMINUM CONSTRUCTED MOUNTING HARDWAR PLEX FACE CHANNEL CAN. FINISH TO TYPE TO BE DETERMINED BE SPRAYED BLACK. BY WALL CONSTRUCTION 1" BLACK JEWELITE WITH WHITE PLEX FACE. DIGITALLY PRINTED TRANSLUC- ENT VINYL FADE FROM RED TO YELLOW APPLIED TO FIRST SURFACE OF FACE. 15mm 6500 WHITE NEON WITH DOUBLE /z' FLEX CONDUIT T b BACK ELECTRODES IN U.L. APPROVED REMOTE TRANSFORMER ELECTRODE BOOTS. 30 M.A. NORMAL POWER \% FACTOR TRANSFORMERS 5" "RED BRICK PIZZA" IN REMOTE METAL BOXES. 5" DEEP, ALL ALUMINUM CONSTRUCTED DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES. TO BE SPRAYED BLACK. WEEP HOLES IN ALL LETTERS If EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/8" BLAC ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. -WHITE PLEX FACES. --+15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED V' j ELECTRODE BOOTS. 1/2" FLEX CONDUIT T ! REMOTE TRANSFORMER J 1/8"BLACK ALUMINUM �JC"JJLIVI MOUNTING HARDWARE --J , `/ Its 'm "w TYPE TO BE DETERMINED OF SANF( BY WALL CONSTRUCTION IV 2 LETTER SECTION SCALE: NOT TO SCALE URGENT •ATTN: ELECTRICIANS CIRCUITS REQUIRED NEW UL 2161 C.F.P. SIGN TRANSFORMER TO BE r(al REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED ® DEDICATED HOT, NEUTRAL, GROUND TERMINATING AT PANEL. (120 VOLT) SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Q z� OW Q a 20 W2 z ■` ■ E9 z■//-w■ -F/ E Lu Z O Z Ll 0o Z_ 3N oa, 10' 26.25 SJ 1/8" BLACK ALUMINUM BACKGROUND PANEL. BRICKS ARE 5" DEEP, FRONT LIT CHANNEL CANS WITH 1/8" RED FLEX BONDED TO WHITE FACES. OVEN IS 4" DEEP, FRONT LIT CHANNEL CAN WITH DIGITALLY PRINTED TRANSLUCENT VINYL APPLIED TO WHITE FACE. "RED BRICK PIZZA" TO BE 5" DEEP, FRONT LIT CHANNEL LETTERS WITH _LETTER DETAIL SCALE: ' = V-0" 3 STORE FRONT ELEVATION SCALE: NOT TO SCALE MOUNTING HARDWARE fi 5" BRICKS 5" DEEP, ALL ALUMINUM CONSTRUCTED FACE CHANNEL CANS. FINISH TO �, i_FLEX TYPE TO BE DETERMINED MOUNTING HARDWARE ­—FLEX BE SPRAYED BLACK. BY WALL CONSTRUCTION SPRAYED BLACK. I" BLACK JEWELITE WITH WHITE PLEX FACES. 1/8" CUT OUT RED PLEX SHAPES BLACK JEWELITE WITH WHITE FLEX TO BE BONDED TO WHITE FACES. FACE, DIGITALLY PRINTED TRANSLUC- 15mm 6500 WHITE NEON WITH DOUBLE ENT VINYL FADE FROM RED TO YELLOW BACK ELECTRODES IN U.L. APPROVED L 15mm 6500 WHITE NEON WITH DOUBLE ELECTRODE BOOTS. /z" FLEX CONDUIT T ELECTRODES IN U.L. APPROVED REMOTE TRANSFORMER REMOTE TRANSFORMER BACK ELECTRODES IN U.L. APPROVED 30 M.A. NORMAL POWER OVEN FACTOR TRANSFORMERS1/�_— 4'" DEEP, ALL ALUMINUM CONSTRUCTED MOUNTING HARDWARE ­—FLEX FACE CHANNEL CAN. FINISH TO TYPE TO BE DETERMINEDBE SPRAYED BLACK. BY WALL CONSTRUCTIONi" BLACK JEWELITE WITH WHITE FLEX tELECTRODE FACE, DIGITALLY PRINTED TRANSLUC- ENT VINYL FADE FROM RED TO YELLOW APPLIED TO FIRST SURFACE OF FACE. 15mm 6500 WHITE NEON WITH DOUBLE i/2"' FLEX CONDUIT TBACK ELECTRODES IN U.L. APPROVED REMOTE TRANSFORMER BOOTS. 30 M.A. NORMAL POWER FACTOR TRANSFORMERS1/�_— "RED BRICK PIZZA" IN REMOTE METAL BOXES. 5" DEEP, ALL ALUMINUM CONSTRUCTED DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES.i TO BE SPRAYED BLACK. WEEP HOLES IN ALL LETTERS IF EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/8" BLAC ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. WHITE PLEX FACES. 15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED ELECTRODE BOOTS. FLEX CONDUIT TREMOTE TRANSFORMER @ Bx1VON kxw MOUNTING HARDWAR :�rN_ TYPE TO BE DETERMINED BY WALL CONSTRUCTION Olt 2 LETTER SECTIONCOO SCALE: NOT TO SCALE URGENT • ATTN: ELECTRICIANS CIRCUITS REQUIRED NEW UL 2161 G.F.P. SIGN TRANSFORMER TO BE REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED ® DEDICATED HOT, NEUTRAL, GROUND TERMINATING AT PANEL. (120 VOLT) REQUIRED QUESTIONS: CALL ISD CORP. 1.800.180.1446 SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Q� OW Q� zc� W ` //Zn r Y z- - rn f© IJ cc m zo z ,1 0 Q' Z N N n 00 26.25 S.F[ MOUNTING POINTS (TYP) r -j ti /�_LETTER DETAIL � SCALE:— '/" — I `-0" PERMIT # DATE: rj II aftow %0 OFFICE 1/8" BLACK ALUMINUM BACKGROUND PANEL. BRICKS ARE 5" DEEP, FRONT LIT CHANNEL CANS WITH 1/8" RED PLEX ANCHOR QUANTITY: SEE DETAIL WALL STRUCTURE BRICKS 5" DEEP, ALL ALUMINUM CONSTRUCTED WOOD BLOCKING LAG BOLT ( 1-1/2" EMBEDMENT) LIBERTY TOGGLE BOLT EIFS OVER 5/8" PLYWOOD PLEX FACE CHANNEL CANS. FINISH TO BONDED TO WHITE FACES. OVEN IS 4" DEEP, FRONT LIT CHANNEL CAN WITH DIGITALLY PRINTED MOUNTING HARDWARE 3 ) ANCHORS REQUIRED WEDGE ANCHOR (2-1/2' EMBEDMENT) BE SPRAYED BLACK. TAPCON@ SCREW IT EMBEDMENT) ENT VINYL FADE FROM RED TO YELLOW BLACK JEWELITE WITH WHITE PLEX TRANSLUCENT VINYL APPLIED TO WHITE FACE. PER BRICK. FLEX CONDUIT TO—/ FACES. 1/8" CUT OUT RED PLEX SHAPES "RED BRICK PIZZA'" TO BE 5" DEEP, FRONT LIT CHANNEL LETTERS WITH ELECTRODE BOOTS. 30 M.A. NORMAL POWER 5" "RED BRICK PIZZA" WHITE PLEX FACES. ................. IN REMOTE METAL BOXES. TO BE BONDED TO WHITE FACES. DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES. 15mrn 6500 WHITE NEON WITH DOUBLE IN ALL LETTERS IF EXTERIOR LOCATION. BACK ELECTRODES IN U.L. APPROVED ALUMINUM BACKGROUND PANEL. ELECTRODE BOOTS. FLEX CONDUIT TO—/ —1 5mm 6500 WHITE NEON WITH DOUBLE REMOTE TRANSFORMER ELECTRODE BOOTS. REVIEWED SE TORE FRONT ELVA TION__ 30, ='� ' SCALE: NOT TO SCALE ANCHOR SCHEDULE: 1/4" DIA. ANCHORS ANCHOR QUANTITY: SEE DETAIL WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT ( 1-1/2" EMBEDMENT) LIBERTY TOGGLE BOLT EIFS OVER 5/8" PLYWOOD HOLLOW CONCRETE BLOCK SLEEVE ANCHOR (1-1/2' EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2-1/2' EMBEDMENT) BRICK TAPCON@ SCREW IT EMBEDMENT) Code violations found during inspection 04,are required to be corrected. Plan /permit issuance does not grant approval of a code violation. 2004 FBC109-1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy A -9 10 r3l MOUNTING HARDWARE—' (2) ANCHORS REQUIRED PER LETTER MINIMUM LETTER SECTION 20 SC NOT To ALE.. N SCALE URGENT - ATTN: ELECTRICIANS CIRCUITS REQUIRED ( U NEW UL 2161 G.F.P. SIGN TRANSFORMER TO BE REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED R DEDICATED HOT, NEUTRAL GROUND (1120 VOLT) TERMINATING AT PANEL. REQUIRED IM QUESTIONS: CALL ISO CORP 1-800-780-7446 SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Cnf - Ln 2 in _j 0 LU 0 s~ 0- rLU f- LU _j L" CD Ln Cn Cj Cn 200 C . LL. 4 OVEN N —4- DEEP, ALL ALUMINUM CONSTRUCTED MOUNTING HARDWARE— PLEX FACE CHANNEL CAN. FINISH TO (4)ANCHORS REQUIRED. BE SPRAYED BLACK. � 1" BLACK JEWELITE WITH WHITE PLEX L) FACE, DIGITALLY PRINTED TRANSLUC- ENT VINYL FADE FROM RED TO YELLOW APPLIED TO FIRST SURFACE OF FACE. LU 15mm 6500 WHITE NEON WITH DOUBLE FLEX CONDUIT TO—/ BACK ELECTRODES IN U.L. APPROVED REMOTE TRANSFORMER ELECTRODE BOOTS. 30 M.A. NORMAL POWER 5" "RED BRICK PIZZA" FACTOR TRANSFORMERS ................. IN REMOTE METAL BOXES. 5" DEEP ALL ALUMINUM CONSTRUCTED DISCONNECT SWITCH ON PLEX FACE CHANNEL LETTERS. FINISH SI E OF BOXES. TO BE SPRAYED BLACK, WEEP HOLES IN ALL LETTERS IF EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/18" BLACK ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. —WHITE PLEX FACES. —1 5mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED ELECTRODE BOOTS. 112- FLEX CONDUIT TO—J REMOTE TRANSFORMER BLACK ALUMINUM BACKGROUND PANEL BEHIND LETTERS, OVEN & BRICKS. MOUNTING HARDWARE—' (2) ANCHORS REQUIRED PER LETTER MINIMUM LETTER SECTION 20 SC NOT To ALE.. N SCALE URGENT - ATTN: ELECTRICIANS CIRCUITS REQUIRED ( U NEW UL 2161 G.F.P. SIGN TRANSFORMER TO BE REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED R DEDICATED HOT, NEUTRAL GROUND (1120 VOLT) TERMINATING AT PANEL. REQUIRED IM QUESTIONS: CALL ISO CORP 1-800-780-7446 SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Cnf - Ln 2 in _j 0 LU 0 s~ 0- rLU f- LU _j L" CD Ln Cn Cj Cn 200 C . LL. LLI M 0 0 Of _j M 0 < F- 0 0 _j < yj LL W ca C) W W C�l _j C < 0 a -:z 9 0 0,f'o �� >< O C:, W U) W N " W < N r*4 EL— LL � L) 0 LU LLI M 0 0 Of _j M 0 < F- 0 0 _j < yj LL W ca C) W W C�l _j C < 0 a -:z 9 0 0,f'o �� >< O C:, W U) W N " W < EnCon Services, Inc. Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load ASCE 7-02 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Case 2 Kd 1 Kz 0.7 V 120 mph Cf 1.2 M/N (Larger/Smaller) <= 6.0 G 0.85 Sign Informationper Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Red Brick Pizza 2272 Jaudon Road 1621 Rinehart Rd. Dover, FL 33527 Sanford, Florida 813-655-3373 14" letter set F 813-655-9814 Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load ASCE 7-02 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Case 2 Kd 1 Kz 0.7 V 120 mph Cf 1.2 M/N (Larger/Smaller) <= 6.0 G 0.85 Sign Informationper Letter Height 1.17 ft Width 1.17 ft Thickness 1.00 ft Distance grade to to 30 (ft) Wind Sheer Force 30.80 (lb) Weight of Sign 13.689 (lb) Total Sheer Force = 33.70 (lb) Total Tension Force = 36.03 (lb) Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #070390 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 0\0 Combination Tension and 0.17<1 OKUr Sheer ratio c` THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE Required Provided Fastener size Nominal 1/4 1/4 Minimum number of fasteners per letter 2 2 Sheer Force per fastener Ib 16.9 170 Tension Force per fastener Ib 18.0 260 Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #070390 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 0\0 Combination Tension and 0.17<1 OKUr Sheer ratio c` THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (1-1/2' EMBEDMENT) THROUGH BLOCKING EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE HOLLOW CONCRETE BLOCK SLEEVE ANCHOR (1-1/2" EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2-112' EMBEDMENT) BRICK TAPCON® SCREW (2' EMBEDMENT) Red Brick Pizza Sanford 14in Itr set 4/25/2007 MOUNTING POINTS (TYP) 10'-0" LETTER DETAIL SCALE: '12' = V O- M BACKGROUND PANEL. -RONT LIT CHANNEL CANS WITH 1/8" RED PLEX ,CES. VT LIT CHANNEL CAN WITH DIGITALLY PRINTED APPLIED TO WHITE FACE. BE 5" DEEP, FRONT LIT CHANNEL LETTERS WITH ANCHOR SCHEDULE: 1/4" DIA. ANCHORS ANCHOR QUANTITY: SEE DETAIL WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING LAG BOLT (1-1/2° EMBEDMENT) EIFS OVER 5/8" PLYWOOD LIBERTY TOGGLE BOLT HOLLOW CONCRETE BLOCK SLEEVE ANCHOR (1-1/2" EMBEDMENT) SOLID CONCRETE WEDGE ANCHOR (2-1/2" EMBEDMENT) BRICK TAPCONO SCREW IT EMBEDMENT) �3 STORE FRCINT ELEVATION SCALE: NOT TO SCALE MOUNTING HARDWARE— (3) ANCHORS REQUIRED PER BRICK. Y2" FLEX CONDUIT TO REMOTE TRANSFORMER MOUNTING HARDWARE - (4) ANCHORS REQUIRED. :'2" FLEX CONDUIT TO REMOTE TRANSFORMER 30 M.A. NORMAL POWER FACTOR TRANSFORMERS IN REMOTE METAL BOXES. DISCONNECT SWITCH ON SIDE OF BOXES. BRICKS --5°' DEEP, ALL ALUMINUM CONSTRUCTED PLEX FACE CHANNEL CANS. FINISH TO BE SPRAYED BLACK. 1" BLACK JEWELITE WITH WHITE PLEX FACES. 1/8°` CUT OUT RED PLEX SHAPES TO BE BONDED TO WHITE FACES. 15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED ELECTRODE BOOTS. " OVEN 4" DEEP, ALL ALUMINUM CONSTRUCTED PLEX FACE CHANNEL CAN. FINISH TO BE SPRAYED BLACK. 1" BLACK JEWELITE WITH WHITE PLEX FACE, DIGITALLY PRINTED TRANSLUC- ENT VINYL FADE FROM RED TO YELLOW APPLIED TO FIRST SURFACE OF FACE. 15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED ELECTRODE BOOTS. "RED BRICK PIZZA" 5" DEEP, ALL ALUMINUM CONSTRUCTED PLEX FACE CHANNEL LETTERS. FINISH TO BE SPRAYED BLACK. WEEP HOLES W ALL LETTERS IF EXTERIOR LOCATION. LETTERS MOUNTED FLUSH TO 1/8" BLAC1 ALUMINUM BACKGROUND PANEL. 1" BLACK JEWELITE. WHITE PLEX FACES. 15mm 6500 WHITE NEON WITH DOUBLE BACK ELECTRODES IN U.L. APPROVED ELECTRODE BOOTS. ?h" FLEX CONDUIT TO --J REMOTE TRANSFORMER 1/8" BLACK ALUMINUM BACKGROUND PANEL BEHIND LETTERS, OVEN it BRICKS. MOUNTING HARDWAR - - � � D 2 ANCHORS REQUIRED PER LEELAN I M O SANiFORD LETTER SECTION CITY SCALE: NOT TO SCALE URGENT - ATTN: ELECTRICIANS_ CIRCUITS REQUIRED NEW UL 2161 G.F.P. SIGN TRANSFORMER TO BE REQUIRE THAT ALL CIRCUITS MUST HAVE DETERMINED U(L® DEDICATED HOT, NEUTRAL. GROUND TERMINATING AT PANEL. (120 VOLT} REQUIRED IM QUESTIONS: CALL ISD CORE 1-800.780.1446 SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE Q oto W 413 zcd WZ 1-19 z z� ■ 1 M X O Q r LL Q N N J o. LL y U O m � W W U z o �co co U6 co o Lu S *k O U O Q Q mk ch Lu O co ZWL L.LONN � LU cn O � Cn 1 a o Z m LL_ Lco M IN � N O Q C -4 W 4t. - W N Q NDaoU-OY W z w m O o U Q � z 0 O p p Q J z Q Q W — W m Z w in Qp w �z�afa- -i=)oti :Eo"U w N o o W< W N N (n Q EnCon Services, Inc. Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load ASCE 7-02 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Case 2 Kd 1 Kz 0.7 V 120 mph Cf 1.2 M/N (Larger/Smaller) — 6.0 G 0.85 Sign Informationper Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. Red Brick Pizza 2272 Jaudon Road 1621 Rinehart Rd. Dover, FL 33527 Sanford, Florida 813-655-3373 14" letter set F 813-655-9814 Design per 2004 Florida Building Code, 2006 supplement, Section 1609 Wind Load ASCE 7-02 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Case 2 Kd 1 Kz 0.7 V 120 mph Cf 1.2 M/N (Larger/Smaller) — 6.0 G 0.85 Sign Informationper Letter Weight of Sign Height 1.17 ft Width 1.17 ft Thickness 1.00 ft Distance grade to top 30 (ft) Wind Sheer Force 30.80 (lb) Weight of Sign 13.689 (lb) Total Sheer Force = 33.70 (lb) Total Tension Force = 36.03 (lb) Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #070390 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 r-- 7 Combination Tension and 0.17 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE Required Provided Fastener size Nominal 1/4 1/4 Minimum number of fasteners per letter 2 2 Sheer Force per fastener Ib 16.9 170 Tension Force per fastener (lb) 18.0 260 Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #070390 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 r-- 7 Combination Tension and 0.17 <1 O.K. Sheer ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE ANCHOR TYPE WOOD BLOCKING EIFS OVER 5/8" PLYWOOD LAG BOLT (1-1/2" EMBEDMENT) THROUGH BLOCKING LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE SLEEVE ANCHOR (1-1/2' EMBEDMENT) HOLLOW CONCRETE BLOCK SOLID CONCRETE BRICK WEDGE ANCHOR (2-1/2" EMBEDMENT) TAPCON®SCREW (2" EMBEDMENT) O.'t, NA5 4/25/2007 Red Brick Pizza Sanford 14in Itr set 1. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO,. SEE SITE SURVEY SHEETS. 2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARISE. 3, CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 6. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 6. SITEWORN FOR THIS PROJECT SHALL MEET OR EXCEED THE DEVELOPERS SITEWORK SPECIFICATIONS. T. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONETO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE. UTILITIES. PAVEMENT. STRIPING, CURB. ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. B- ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COIINTY REGULATIONS AND CODES AND O. S. H.A. STANDARDS. 06OmZ 'p MZ O.TI� 0 I I I GENERAL SITE NOTES SIGIJ 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT 1B. STOP BAR STRIPING, CROSS WALK STRIPING, FIRE LANE STRIPING, HANDICAP 25, IF A FUTURE BUSINESS IS USED TO HANDLE FOOD. A PRETREATMENT LOCATIONS OF DOORWAYS AND PORCHES, PRECISE BUILDING DIMENSIONS F SYMBOL AND SURROUNDING DIAGONAL STRIPING ADJACENT TO HANDICAP DEVICE MUST BE INSTALLED AND MUST COMPLY WITH THE CITY'S UTILITY AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. p p PARKING SPACE SHALL BE THERMOPLASTIC. STANDARDS AND SPECIFICATIONS MANUAL, CURRENT EDITION. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL. SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS 15 ESTABLISHED. 19 PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. 26. BUILDING SIGNAGE TO BE DISTRIBUTED ON EAST AND WEST SIDES OF THE SWSLJ' =SING LE WHITE SOLID LINE/4-WIDE LVYEAR FLOOD ELEVATION. SITE IS WITHIN FLOOD ZONE A SYSU4- =SINGLE YELLOW SOLID LINE /4' WIDE(PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER J - K CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL BUILDING (CONCURRENTLY). SIGNAGE FOOTAGE TO MEET CITY WITH CURB B GUTTER SHALL BE 1AN05CARED. THOSE ISLANDS 11. ALL TSLANDSHAVE - - ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL REQUIREMENTS OF SANFORD LAND DEVELOPMENT REOUIREMEMS. ARE TO HAVE 18' CURB 8 GLITTER _ LOCATED ON DETAIL SHEET. 12. ALL CURBED RADII ARE TO M IB ANO 3' UNLESS OTHERWISE NOTED. 20. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PLACING PEDESTRIAN CN STRIPED RADII ARE TO BE 10 AND 3. CROSSING SIGNS AS INDICATED ON PLANS. CONTRACTOR TO VERIFY EXACT O 13. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS NOTED w^ NUMBER OF SIGNS REQUIRED. SEE DETAIL SHEET. N (BOC) WHICH INDICATES BACK OF CURB. 21. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS U 14, CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER IN DISPOSING OF ALL MATERIALS REMOVED FROM THIS SITE. TJ AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF THE PYLON 22. CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS 00i SIGN BEFORE CONDUIT AND WIRING IS INSTALLED. BETWEEN CHANGES IN CURB TYPES. R 15, SITE BOUNDARY, TOPOGRAPHY. UTILITY AND ROAD INFORMATION WILL BE 3 Q PROVIDED BY GOEMARK CONSULTING, INC. 23 ALL SIGNS SHALL HAVE T4' MIN, CLEARANCE FROM FINISH GRADE TO SEE SHEET C-- FOR DETAILS SIDE: IV BOTTOM OF LOWEST SIGN MOUNTED ON POST. 16. REFER TO ARCH, PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. o < ZV ONLY 24. FUTURE BUSINESSES USING THIS RETAIL CENTER WILL HAVE TO BE 17. ALL PAINT USED FOR PARKING STRIPING SMALL BE ALKYD PETROLEUM Oz 8 PRE -APPROVED BY THE UTILITY DEPARTMENT. IF THE FACILITY IS USED BASED PAINT. TWO COATS OF PAINT TO BE USED. ITm _ TO STORE HAZARDOUS MATERIALS AS DEFINED UNDER FDEP CHAPTER PROPOSED SITE LEGEND PROPOSEDZOIJING. PD(PLANNEDDEVELOPMENT) PROTECTION ORDINANCE. o LAND COVERAGE (RASED ON 48.041.6 S.F. (1.06 AC.), ASPHALT ROADWAY A N SS SWSL I d' (TYPL SITE AREA MINUS INGRESS/EGREEASEMENT) U RINEHART ROAD WEST LINE S. W. 1/40F SECTION 28-19-30 - ASPH. CONC.-I I 464.41' N 00°04'01" E \ R �_ o--------------- EASTRIW LINE \ 71 CITY OF SANFORD V N UTILITY EASEMENT (PROPOSED) a \( m rn °oma --------- lo � O ( 0 LL oI >I I 21 I �I ml I • 15ADDITIONAL RAN 5' CONIC WALK T CONC. CURB -SIGN AI nn4nArn4n C ASPHALT 193.21' .,,,,, ,, .. I ASPHALT 10 m o ._. _ ..�\ °3i I r • ti' o �k�l��b 07 �IIIIN'i � ; gll',Illf�� 19 J \\ � \ T -ANHOILIE WITH 4-,SOP$OTTOM OP ELEV N.F.L. 33.65 tx S. F.L 33.-5 / ASPHALT ROADWAY 1 4' CONC. 1�- Z N GRAPHIC SCALE 1 Inch -YOM�'F SITE DATA LEGEND (PROPOSED) SITE LOCATION:^g' THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART -:. (n -YIELD SIGN (Rt -2) ROAD AND THE BEST BUY'S PRIVATE ROAD. FRONTING THE (NL) = NO LEFT TURN SIGN (R3-2) WAL-MART SUPERCENTER. CITY OF SANFORD. FLORIDA. ..-(NR) = NO RIGHT TURN SIGN (Ril) (R) = RIGHT TURN ONLY SIGN (R3 -SR) SITE ADDRESS: (D) - DO NOT ENTER SIGN (RS1) 1621 N. RINEHART ROAD (H) = HANDICAP SIGN (FTP -25) SANFORD. FLORIDA �(S) =STOP SIGN (FIT -1) ,(0) ONE WAY SIGN PARCEL I. D. NUMBER: 2B -19 -30 -514000600202B -19-30-51400060020L) =PROP. LIGHTING00 y = SOLID WHITE PAINTED TRAFFIC ARROW TOTAL SITE AREA. 53,387.50 S.F,(I M =2' SOLID WHITE PAINTED(THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: B, 955 S.F. SIGIJ t.,. CONC. SIGN ;• F S. =SIDEWALK MAX BUILDING HEIGHT W p p NO F.H. =FIRE HYDRANT 2 - SWSLJ' =SING LE WHITE SOLID LINE/4-WIDE LVYEAR FLOOD ELEVATION. SITE IS WITHIN FLOOD ZONE A SYSU4- =SINGLE YELLOW SOLID LINE /4' WIDE(PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER J - K 8 10.00' N - - -� - DYSL-T/4' = DOUBLE YELLOW SOLID LINE (THERMOPLASTICY 4' WIDE SYSLJB' = SINGLE YELLOW SOLID LINE 16' WIDE WELLFIELO PROTECTION ZONE: SITE IS NOT LOCATED WITHIN I CN DYSUF=DOUBLEYELLOWSOLIOUNE/6'WIDE A PROTECTION ZONE.(OTHERWISE NOTED) Z O so' w^ N N = WHEEL STOP HYDROLOGIC GROUP D. lj9 cl j� U PROPOSED HEAW DUTY CONCRETE REQUIRED BUILDING SETBACKS D TJ FRONT: 25' : PROPOSED LIGHT DUTY ASPHALT SIDE1P REAR: V 12 5' un F 00i SEE SHEET C-8 FOR PAVEMENT MATERIALS I R TAIL UILDING 3 Q ®PRO W/ COLOR TO RESEMBLE CLAN BRICK FRONT: 146' SEE SHEET C-- FOR DETAILS SIDE: IV REAR: 2T SIDSEE o < ZV ONLY 9,9 S.F. Oz 8 N EXISTING ZONING: AG (AGRICULTURE) ITm _ 15 PROPOSED SITE LEGEND PROPOSEDZOIJING. PD(PLANNEDDEVELOPMENT) F.F. ELEV. = 39.50 o LAND COVERAGE (RASED ON 48.041.6 S.F. (1.06 AC.), U A N SS SWSL I d' (TYPL SITE AREA MINUS INGRESS/EGREEASEMENT) U 6 Vi m � a -°' DYSL/4-(TYP). IMPERVIOUS MSN.1S,F.(T50%) O _ 4 D'Y./ IF . PROPOSED OPEN SPACE'. 25.0% 'O M 3 SL/I OS WSB'(TYPL Q x _ IANOSCAPE BUFFERS © MANHOLE REQUIRED: 10,00' 12' 10 O 6WIDE. PER FDOT INDEX -17346. SIDE 5' (PER PD) O INLET REAR: 10 } H' O HANDICAP STRIPING, SEE DETAIL SHEET CA PARKING. U W 10, 10 NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING CURB 0 6 O 11 0 10' 0 0 a 0 17 1 7 O 22 0 0 mp' BLDc SETBACK O 8 20 BL SEf d CK o I 3 'INGRESS/ EGRESSE LIGHT DUTY ASPHALT. SEE TYPICAL 12x20' HC SPACE - 2 SPACES 13 PAVEMENT SECTIONS ON DETAIL SHEET C-0 TOTAL PROVIDED' 50 SPACES 9 11 14 DUMPSTER ENCLOSURE, SEE DETAIL SHEET C-8 13' (B ) O 15 YARD DRAIN PARKING RATIO'. 1 SPACErz005F. GFA - m m 10' 5 12' 10' _ L3 4 14 s 113' \N7 11' h 14.5' I•13 1�� i1 �10• f �� I 1 1 1 I 10, h I 12 L� '(BOC) I . 5' . m o ._. _ ..�\ °3i I r • ti' o �k�l��b 07 �IIIIN'i � ; gll',Illf�� 19 J \\ � \ T -ANHOILIE WITH 4-,SOP$OTTOM OP ELEV N.F.L. 33.65 tx S. F.L 33.-5 / ASPHALT ROADWAY 1 4' CONC. 1�- Z N GRAPHIC SCALE 1 Inch -YOM�'F SITE DATA LEGEND (PROPOSED) SITE LOCATION:^g' THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART -:. (n -YIELD SIGN (Rt -2) ROAD AND THE BEST BUY'S PRIVATE ROAD. FRONTING THE (NL) = NO LEFT TURN SIGN (R3-2) WAL-MART SUPERCENTER. CITY OF SANFORD. FLORIDA. ..-(NR) = NO RIGHT TURN SIGN (Ril) (R) = RIGHT TURN ONLY SIGN (R3 -SR) SITE ADDRESS: (D) - DO NOT ENTER SIGN (RS1) 1621 N. RINEHART ROAD (H) = HANDICAP SIGN (FTP -25) SANFORD. FLORIDA �(S) =STOP SIGN (FIT -1) ,(0) ONE WAY SIGN PARCEL I. D. NUMBER: 2B -19 -30 -514000600202B -19-30-51400060020L) =PROP. LIGHTING00 y = SOLID WHITE PAINTED TRAFFIC ARROW TOTAL SITE AREA. 53,387.50 S.F,(I M =2' SOLID WHITE PAINTED(THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: B, 955 S.F. "= • $ E IF ` eo: t i _ W $ TYPICAL S. =SIDEWALK MAX BUILDING HEIGHT W p p NO F.H. =FIRE HYDRANT SWSLJ' =SING LE WHITE SOLID LINE/4-WIDE LVYEAR FLOOD ELEVATION. SITE IS WITHIN FLOOD ZONE A SYSU4- =SINGLE YELLOW SOLID LINE /4' WIDE(PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER J - K M U) DYSU4" = DOUBLE YELLOW SOLID LINE /4'WIDE 1211] C IMHO E. DATED APRIL 17. 1995) Q DYSL-T/4' = DOUBLE YELLOW SOLID LINE (THERMOPLASTICY 4' WIDE SYSLJB' = SINGLE YELLOW SOLID LINE 16' WIDE WELLFIELO PROTECTION ZONE: SITE IS NOT LOCATED WITHIN G DYSUF=DOUBLEYELLOWSOLIOUNE/6'WIDE A PROTECTION ZONE.(OTHERWISE NOTED) Z O SWSUlW - SINGLE WHITE SOLID LINE /18'WIDE AT 45' SOIL TYPE. SITE CONSISTS OF BASINGER SOIL TYPE, m N N = WHEEL STOP HYDROLOGIC GROUP D. lj9 cl j� U PROPOSED HEAW DUTY CONCRETE REQUIRED BUILDING SETBACKS D TJ FRONT: 25' : PROPOSED LIGHT DUTY ASPHALT SIDE1P REAR: V F j O SEE SHEET C-8 FOR PAVEMENT MATERIALS I C. • POSEDPAINTEDSTAMPEDCONCRETE PROPOSEDBUILDINGSETBACKS: Q ®PRO W/ COLOR TO RESEMBLE CLAN BRICK FRONT: 146' SEE SHEET C-- FOR DETAILS SIDE: IV REAR: 2T SIDSEE SHEET)C-8NGRETE EXISTING USE: VACANT SEE SHEET G8 FOR PAVEMENT MATERIALS PROPOSED USE: COMMERCIAL RETAIL N EXISTING ZONING: AG (AGRICULTURE) F W PROPOSED SITE LEGEND PROPOSEDZOIJING. PD(PLANNEDDEVELOPMENT) 2 LAND COVERAGE (RASED ON 48.041.6 S.F. (1.06 AC.), U SS SWSL I d' (TYPL SITE AREA MINUS INGRESS/EGREEASEMENT) U PROPOSED'. 2 SWSLI6'. PERVIOUS 11.532.5 S.F.(250%) DYSL/4-(TYP). IMPERVIOUS MSN.1S,F.(T50%) O _ 4 D'Y./ IF . PROPOSED OPEN SPACE'. 25.0% LL Z y SL/I OS WSB'(TYPL Q x _ IANOSCAPE BUFFERS © MANHOLE REQUIRED: U% LL (DCROSSWALK STRIPING: SWSL I I2'SPACED AT 3' OC, FRONT: 25 O 6WIDE. PER FDOT INDEX -17346. SIDE 5' (PER PD) O INLET REAR: 10 } H' O HANDICAP STRIPING, SEE DETAIL SHEET CA PARKING. U W 10 NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING CURB SEE DEMOLITION PLAN FOR LIMITS OF EXISTING CURB REMOVAL. PARKING REQUIRED BY CITY OF SANFORD: 1 SPACE000 S GFA LL 11 18- SPILL TYPE CURB, SEE DETAIL SHEET C41 9.955 S.FJ 200 S.F. = 50 SPACES 1Z 18' STANDARD CURB AND GUTTER (SHOWN SHADED), SEE DETAIL SHEET C-8 PARKING PROVIDED: 10'x20' STD SPACE =48 SPACES LIGHT DUTY ASPHALT. SEE TYPICAL 12x20' HC SPACE - 2 SPACES 13 PAVEMENT SECTIONS ON DETAIL SHEET C-0 TOTAL PROVIDED' 50 SPACES 14 DUMPSTER ENCLOSURE, SEE DETAIL SHEET C-8 O 15 YARD DRAIN PARKING RATIO'. 1 SPACErz005F. GFA m m 16 2' SOLID WHITE PAWED (THERMOPLASTIC) STOP BAR Lp'N in ©i CONC. HANDICAP RAMP W/ TRUCATED DOME WARNING SURFACE -MAX. SLOPE 12:1 SEE DETAIL SHEET C -B ©©4 O 18 PA NTED STAMPED CONCRETEZ W/ COLOR TO RESEMBLE CLAY BRICKPM 19 TEMPED CONCRETE COLORED TO RESEMB E CLAY BRICK 20 Z' WIDE TYPE I. OPTION II CONCRETE TRAFFIC SEPARATOR PER ?1 IO h m N N FDO] INDEX NO. 302 WITH BRICK STAMPED CONCRETE TOP M 21 POSTED 20 MPH SPEED LIMIT SIGN O WHEEL STOP(TYP.1E a a a E 23 5' Sim- .H U H IL 21 6' CONCRETE PAVING -SEE DETAIL SHEET C -B 25 EXISTING MANHOLE Q _ fi SID ALK RAMPWI TRUCATED DOME WARNING SURFACE PER FDOTINDEX%304 T T Q HEAVY DUTY CONCRETE n a L p D D a LINE TABLE ` L1S69'5524'E 42. ST L2 589`55'24-E 64.00' m Q O L 6 U Q L3S00.0401w 143.83' L4 N89'55'NHW ".W L5 N00`0491£ MST - L6 sao•anlw XLW PLANS REVIdEWED Z J 00 CITY OF SHAINFORD FILL PLACEMENT ANY FILL TO BE PLACED ON SITE SHOULD CONSIST OF SOILS CLASSIFIED SP PER ASTM D-2487 AND HAVE LESS THAN 5 PERCENT PASSING THE NO. 200 SIEVE. THE UPPER 2 FEET OF THE ONSITE SOILS SHOULD BE SUITABLE FOR REUSE AS COMPACTED FILL, PROVIDED THAT THE NATURAL MOISTURE CONTENT IS WITHIN AN ACCEPTABLE RANGE TO OBTAIN COMPACTION. ALL STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS, WHICH DO NOT EXCEED 12 INCHES IN THICKNESS, AND SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY. AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (ASTM D-1557). GENERALLY. THE MOISTURE CONTENT OF THE FILL MATERIALS SHOULD BE MAINTAINED BETWEEN 2% BELOW TO THE OPTIMUM MOISTURE CONTENT FOR THE FILL MATERIAL. AS DETERMINED BY ASTM D-1 SsT FILL PLACED IN NON-STRUCTURAL AREAS(E.G. GRASSED AREAS) SHOULD BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DRY DENSITY ACCORDING TO ASTM G1557, IN ORDER TO AVOID SIGNIFICANT SUBSIDENCE, THE UPPER ONE FOOT OF SOILS SUPPORTING SLABS -ON -GRADE AND PAVEMENTS SHOULD ALSO BE COMPACTED TO A MINIMUM OF 85% OF THE MAXIMUM DRY DENSITY OBTAINED IN ACCORDANCE WITH THE ASTM SPECIFICATION D-1557. MODIFIED PROCTOR METHOD DISCUSSED ABOVE. COMPLIANCE TESTS SHOULD BE PERFORMED AT A RATE OF 1 TEST PER 2000 SQUARE FEET PER FOOT OF IMPROVEMENT (DEPTH) IN THE STRUCTURES AREAS AND 1 TEST PER 5,000 SQUARE FEET IN PAVED AREAS. IF ANY PROBLEMS ARE ENCOUNTERED DURING THE EARTHWORK OPERATIONS, OR IF SITE CONDITIONS DEVIATE FROM THOSE ENCOUNTERED DURING OUR SUBSURFACE EXPLORATION, THE GEOTECHNICAL ENGINEER SHOULD BE NOTIFIED IMMEDIATELY a F J2 Z ww Ow' Y O N Z m . W = Co a O W O N LUW N D y U O Z O) LAURENCE M. POLINER P.E. 56974