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712 W Lake Mary Blvd - BC01-002395 (CARWASH FACILITY) (NEW COMMERCIAL) (A)PERMIT ADDRESS la Lo Lct L J ' lT 61 \%(.L CONTRACTOR Ef:p(.- 1 r Inc. ADDRESS 5HCA K" LD L6,c PHONE NUMBER 1-4 J " —• .� -)- -A -- �o.? -;,) I PROPERTY OWNER = r h ADDRESS Gl 6� N • �'�1.�%�. 1 �- C'i.� PHONE NUMBER 4 J i -,55cl 11 -- O,Z ELECTRICAL CONTRACTOR e MECHANICAL CONTRACTOR PLUMBING CONTRACTORu MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 0\—,' DATE PERMIT DESCRIPTION 0 7C: PERMIT VALUATION SQUARE FOOTAGE Li'l (-I L 1-2 t LJo,)c4ce- 01 — LAC'. ammom JU Q BUILDING DESCRIP TION NOMINAL SIZE: WIDTH LENGTH EA VE HEIGHT ROOF SLOPE (L 0 W SIDE) BUILDING "A" 30'-0" X 70'-0" X ll' -D" 1:12 GENERAL NOTES 1) ROOF PANEL 26 GA. DURA -RIB -- REGAL WHITE 2) WALL PANEL 26 CA. DURA -RIB -- REGAL WHITE 3) EA VE FLASH 26 GA. - - SMOKEY BLUE 4) CABLE FLASH 26 CA. -- SMOKEY BLUE 5) CORNER FLASH 26 GA. -- SMOKEY BLUE 6) BASE FLASH 26 CA. -- SMOKEY BLUE 7) ALL OTHER FLASH 26 CA. -- REGAL WHITE I CROSS SECTION MEMBER MARK NUMBER d a SECTION DESC. ( d x b x t) (N) DJ (DOOR JAMB) b (IN) DH (DOOR HEADER) 8.5C75 8.5X3.25C.075 .750 - 8.5C92 8.5X3.25C.092 1.00 GC (GEE MEMBER) IOC 75 10X2.75 C. 0 75 1.125 d t IOC84 IOX2.75C.084 1.125 IOC 100 I OX2. 75C.100 1.187.5 12CBO 12X3.25C. 080 1.41 12CBB 12X3.25C.088 1.50 12C 100 12X3.25C.100 1.52 SECTION DESC. ( d xb x t) (IL Z (PURLIN) (INZ (GIR T) 8.5257 8.5X2.53.057 .769 b 8.5Z64 8.5X2.53.064 .781 8.5Z72 8.5X2.5Z.072 .951 8.5280 8.5X2.52.080 .965 8, 5288 8.5X2.52.088 .978 t 10275 I OX2.75Z. 0 75 1.0 1OZ84 IOX2.75Z.084 7.0 1 OZ 100 I OX2. 752.100 1.0625 12280 12X3.25Z" . 080 1.28 12288 12X3.25Z. 088 1.35 12ZI 00 12X3.25Z.100 1.37 SECTION DESC. ( d x b x t) L E (EA VE STRUT) h (IN) (IN) 8.5E75 8.5X3.25C.075 .750 8.5E92 8.5X .25C.092 1.00 I OE84 I 0X3.25C. 084 1.19 7 OE84 10X3.625C. 084 7.25 12EBO 12X3.25C. 080 1.41 12E88 12X,5. 25C. 088 7.50 72EI 00 I 12X3.25C.100 1 1.52 MA TERIAL S MATERIAL PROPERTIES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF BUILT-UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, ASTM A572, ASTM A1071 SS, OR ASTM A1017 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI. MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. HOT ROLLED ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B. MINIMUM YIELD POINT IS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS, MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A1017 SS GRADE 55, OR ASTM A 1011 HSLAS CLASS 7 GRADE 55, WITH A MINIMUM YIELD POINT OF 55 KSI. SPECIFICA TIONS MATERIALS SUPPLIED BY STAR BUILDING SYSTEMS FOR THIS BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS, BUT NOT LIMITED TO, CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLANGE BRACES SHOWN ON THESE ERECTION DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION MATERIAL OR LOADS WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS. MATERIALS HAVE BEEN DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES: AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". THE BUILDING CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL ". STAR BUILDING SYSTEMS LOCKEFORO CA PLANT HAS BEEN ISSUED A CERTIFICATE OF APPROVAL NUMBER 1183 BY THE DEPARTMENT OF BUILDING AND SAFETY OF THE CITY OF LOS ANGELES AS AN APPROVED FABRICATOR OF STRUCTURAL STEEL. THE LOCKEFORD CA MANUFACTURING PLANT IS AN APPROVED STEEL FABRICATOR AS STATED IN THE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT FA -277. STAR BUILDING SYSTEMS MONTICELLO IA MANUFACTURING PLANT IS AN APPROVED STEEL FABRICATOR AS STATED IN THE ICBD EVALUATION SERVICE, INC. EVALUATION REPORT FA -175. STAR BUILDING SYSTEMS FACILITIES AT OKLAHOMA CITY OK, LOCKEFORD CA, MONTICELLO 1A, AND ELIZABETHTON T61 ARE RISC CERTIFIED IN CATEGORY MB. ALL WELDING IS PERFORMED IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE CALLED FOR ON .THE ORDER DOCUMENTS. UNLESS NOTED ON THE ERECTION DRAWINGS, NO FIELD WELDING IS REQUIRED. WHERE FIELD WELDING IS SPECIFIED THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR WELDMENT SURFACE PREPARATION EXCEPT AS SPECIFIED IN THE ORDER DOCUMENTS. INSPECTION/JOBSI TE SPECIAL SHOP AND ALL FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR UNLESS SPECIFIED OTHERWISE IN THE ORDER DOCUMENTS. FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND/OR THE STATE OR LOCAL JURISDICTION, NOT BY STAR. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. BUILDER/CONTRACTOR RESPONSIBILI TIES STAR'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE ORDER DOCUMENTS, STAR'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR OVERALL PROJECT COORDINATION, THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL_ AND ALL ASSOCIATED WORK IN COMPLIANCE WITH STAR DRAWINGS. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRA CES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CONTRACTOR. ALL INTERFACE AND COMPATIBILITY OF ANY MATERIALS NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF AND TO BE COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER DOCUMENTS, STAR ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN .STAR DRAWINGS AND THE PLANS OF OTHER TRADES, STAR DRAWINGS SHALL GOVERN. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMI IS FROM THE APPROPRIA TE AGENCY AS REQUIRED. THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRAWINGS THESE DOCUMENTS SHALL DESCRIBE THE MATERIAL SUPPLIED BY STAR BUILDING SYSTEMS AS OF THE DATE OF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE, SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR MATERIALS SUPPLIED BY STAR, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT STAR OR ANY OF ITS AGENTS OR EMPL 0 YEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. NEITHER STAR NOR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICATION THAT THE MATERIALS FURNISHED BY STAR ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORDER DOCUMENTS. DESIGN CONSIDERATIONS OF ANY MATERIALS NOT FURNISHED BY STAR AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND DESIGN PROFESSIONALS OTHER THAN STAR UNLESS SPECIFICALLY INDICATED OTHERWISE. APPROVAL OF STAR DRAWINGS AND DESIGN DATA AFFIRMS THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES BUILDER/CONTRACTOR'S ACCEPTANCE OF STAR'S INTERPRETATION OF THE ORDER DOCUMENTS AND OF STAR'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND QUALITY CRITERIA STANDARDS AND TOLERANCES. MASONRY AND TILT -UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO STAR WITHIN 15 DAYS OF DELIVERY WHERE SHOWN IN STAR'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY STAR. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. THE FIELD INSTALLATION OF X -BRACING OR OTHER MEANS TO PROVIDE LA TERAL STABILI TY MAY BE REQUIRED AS A RESULT OF THE REMOVAL OF WALL PANELS. ENGINEERING DESIGN CRITERIA BUILDING CODE FLORIDA 2001 BUILDING END USE CAR WASH CLASSIFICATION OF BUILDING STANDARD IMPACT LOADS NONE DEAD LOAD (STAR MATERIAL) J. 0 PSF (AVERAGE WE I CHT OF PANELS, PURLINS, AND FRAMES) COLLATERAL LOADS 0.0 PSF (TOTAL) SPRINKLER 0.0 PSF CEILING 0.0 PSF L I GHTS 0.0 PSF OTHER 0.0 PSF FIXED SERVICE EQUIPMENT NONE DESIGNED ROOF LIVE LOAD 20.0 PSF (PURLINS) 1.3.5 PSF (FRAMES) MEZZANINE DEAD LOAD NONE MEZZANINE COLLATERAL LOAD NONE FIXED SERVICE EQUIPMENT NONE MEZZANINE LIVE LOAD NONE GROUND SNOW LOAD NONE WIND SPEED 124.0 MPH IMPORTANCE FACTOR, WIND I WIND EXPOSURE B BUILDING DESIGNED ENCLOSED ALL GLAZED OPENINGS MUST BE DESIGNED TO RESIST WIND-BORNE DEBRIS COMPONENTS AND CLADDING DESIGN WIND PRESSURES: THE FOLLOWING VALUES ARE BASED ON A 100 SQF T LOADED AREA. ROOF: TYPICAL ROOF: PRESSURE = 10.00 PSF INTERIOR ZONE: SUCTION = -39.38 PSF EDGE ZONE: SUCTION = -30.00 PSF WALLS: TYPICAL WALL: PRESSURE = 21.59 PSF INTERIOR ZONE: SUCTION = -26.30 PSF EDGE ZONE: SUCTION = -23.70 PSF ENGINEERING NOTES "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE STRAND CABLE DIAMETER FOR WIRE STRAND CABLE BRACING. ALL BOLTED JOINTS WITH l A325 TYPE 1 BOL TS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE W I TH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOL TS , JUNE 23, 2000". PRETENS I ON I NG METHODS, I NCL UD I NG TURN -OF -NUT AND CAL I BRA TED WRENCH ARE NOT REQUIRED. OFFICr On r- SANFORD 13UILDING DEFT. 'THESE PLANS ARE REVIEWED AND CONDrrIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL ©F CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NoT AS AUTHORITY TO VIOLATE:, CANCEL. ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORRECT TION OF ERRORS ON THE PLANS, CONSTRUGTIQNI PR OTHER VIOLATIONS OF THE CODES. ,A PEw #0 i -3q( DENNIS P. WATSON, P.E. 8600 S. 1-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P.E. 17978 JOB NO. STAR BUILDING SYSTEMS P.O. BOX CITY 10 B 39535 - OKLAHOMA CITY, OK 731 h3 A RobertsonCeco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: TERRA FIRMA CONSTRUCTION SCOTT SCRUB MBMA CHECKED DATE MANAGEMENT INC JAS 9/26102 ORLANDO, FL SANFORD, FL DRAWING N0. ENG. REVIEW DPW I Fl A, - DENOTES: CLIP CL203 LOCATION ALL A307 BOLTS ON THIS JOB ARE "'0 X l4 " IN LIEU OF "'0 X 1 "' - DENOTES. 6 SCREWS PER PANEL WIDTH 0- 0 I Lo Q I I I 70'-0 7'-2 16,-4 17'-6 17'-6 16'-4 1 '- SYMBOL 3'- 0 SYMBOL LAP Y-0 LAP O l'- I LAP O 3'-24' LAP 10 4'-7 LAP O 1'-7 LAP Z1R (TYP.) (TYP.) OA IOA \�`. Z2 (TYP.) �(`TYP.) OA lO (- (TYP. A I A \ / / Z2 TYP.) ) O O ZIL (TYP.) 3'-7 LAP O 5'-1 LAP O 2'-1 LAP OC 4'-1 LAP O 5'- 7 LAP O 2'-7 LAP O 241 LAP 6, 9CF�� / x H ZIL OlO I � I c V E5 � Z SEC TI ON LAP TABLE SYMBOL LAP SYMBOL LAP SYMBOL LAP O l'- I LAP O 3'-24' LAP 10 4'-7 LAP O 1'-7 LAP O 3'-7 LAP O 5'-1 LAP O 2'-1 LAP OC 4'-1 LAP O 5'- 7 LAP O 2'-7 LAP O 241 LAP Z2 E6 NO TES: 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. ROOF FRAMING PLAN Z2 F6 OHO U Z1R E7 O I 0 0 DENNIS P. WA TSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P. E. 17978 JOB NO. A STAR BUILDING SYSTEMS P.O. BOX 94910 9O B 39535 ��►�-' a� OKLAHOMA CITY, OK 73143 A Robertsonceco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: -------------- TERRA FIRMA CONSTRUCTION SCOTT SCRUB CHECKED DA TE MANAGEMENT INC MBMA- JA 9/26/02 ORLANDO, FL SANFORD, FL DRAWING N0. NOT TO SCALE E2 I I � Lo U 0 0 DENNIS P. WA TSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P. E. 17978 JOB NO. A STAR BUILDING SYSTEMS P.O. BOX 94910 9O B 39535 ��►�-' a� OKLAHOMA CITY, OK 73143 A Robertsonceco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: -------------- TERRA FIRMA CONSTRUCTION SCOTT SCRUB CHECKED DA TE MANAGEMENT INC MBMA- JA 9/26/02 ORLANDO, FL SANFORD, FL DRAWING N0. NOT TO SCALE E2 E3L F4 C- 14 F, 7r) 6 cb (i) b CC3A C2A C2A C2A EL EVA TION "A" LAP SYMBOL LAP SYMBOL LAP CL200 Z8 CL200 Z10 CL200 Z10 _ CL200 CL200 Z8 Z2 Z2 .' Z1R 7 LAP OK 5'-1 LAP CO 2'-1 LAP O 4'-1 LAP L i d L� ] DH2 u DO 2'- 7 LAP ] DH2 ,u ] DH2 u RKWIB CL 100 CL 100 DH3 ZIL _ Z2 Z2��'/ `� Z1R i Z6 Z7L O Z9L � Z9R BA 12 Z7R ` Z1l '- 16'-4 Zl3 17'-G 16'- 4 PC22 PC22 i I rt p I o O s U I 7 Q p k 0 ^I p p v O _ Z6 Z7L Z9L Z9R Z7R Zl1 Z13 PC22 PC22 o I Al2 I]C22 PC22 1,-7 12'-0 2'- 9 2'-9 12'-0 2'-,9 2'- 9 12'- U 2'-,9 2'- 9 12'- 0 16'- 4 17'-6 77'-6 16'- 4 1 '- 6 cb (i) b CC3A C2A C2A C2A EL EVA TION "A" LAP EIL F�l rl? b CC3A Cb cb d) CC4A CIA C I A ELEVA TION "C" Z SEC Tl 0%l LAP TABLE I SYMBOL LAP SYMBOL LAP SYMBOL LAP I LAP OE 3'-24 LAP _ 4'-7 LAP ZlL Z2 Z2 .' Z1R 7 LAP OK 5'-1 LAP CO 2'-1 LAP O 4'-1 LAP OL �'-7 LAP DO 2'- 7 LAP l I 2, LAP ZIL _ Z2 Z2��'/ `� Z1R O O p I O � BA 12 ` '- 16'-4 17'-6 17'-G 16'- 4 1 '- Cb cb d) CC4A CIA C I A ELEVA TION "C" d) CIA 6 CC4A i DENNIS P. WATSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P.E. 17978 JOB N0. STAR BUILDING SYSTEMS P.O. BOX 94910 10 8,39535 A RobertsonCeco Company OKLAHOMA CITY, OK 73143 (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DA TE TERRA FIRMA CONS TRUC TION SCOTT SCRUB Y MBMA MANAGEMENT INC JAS 9/26/U2 ORLANDO, FL SANFORD, FL DRAWING NO. NOT TO SCALE E� Z SEC Tl 0%l LAP TABLE NO TES.- ES:1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR 1. BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS, SYMBOL LAP SYMBOL LAP SYMBOL LAP I LAP OE 3'-24 LAP O 4'-7 LAP O1'-7 LAP t>3'- 7 LAP OK 5'-1 LAP CO 2'-1 LAP O 4'-1 LAP OL �'-7 LAP DO 2'- 7 LAP l I 2, LAP d) CIA 6 CC4A i DENNIS P. WATSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P.E. 17978 JOB N0. STAR BUILDING SYSTEMS P.O. BOX 94910 10 8,39535 A RobertsonCeco Company OKLAHOMA CITY, OK 73143 (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DA TE TERRA FIRMA CONS TRUC TION SCOTT SCRUB Y MBMA MANAGEMENT INC JAS 9/26/U2 ORLANDO, FL SANFORD, FL DRAWING NO. NOT TO SCALE E� NL22KR NL28K6R II WALL SHEETING ELEVATION "A" BLOC A (1) NEIK6 (3) NE3K6 0 o a o 0 0 0 o a a o a a o 0 0 0 0 0 0 0 0 o I I I I I I I I a tom. � ti � ti h N. ti {� A n y� M tr. h ti ti t� ti n n Fr tr n ti I I I I I I I I I \- NB5K6 WALL SHEETING ELEVA TION "C" BLDG A NO TES: 1. THIS DRAWING, INCLUDING YTHE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. 13ACKLAP 2'-0 NL22KL NL28K6L Y EA VE BOX TRIM TRIM FASTENERS AT 1'- 0 O/C FLASH NB1I ROOF SCREWS AT 5-7-5 0/C OUTSIDE CLOSURE NG73 W/CAULK TOP AND BOTTOM LAP SCREWS AT 1'-0 O/C DURA -RIB PANEL -� SUPPORT FLASH NW20K6 DURA -RIB PANEL SECTION "A 5/E5 " LAP SCREWS AT I'-0 0/C OUTSIDE CLOSURE NC73 W/CONTINOUS BEAD OF CAULKING TOP AND BOTTOM DURA -RIB PANEL ROOF SCREWS AT 5-7-5 O/C ---STRUCTURAL SCREWS AT 2'-0 0/C � REVERSE FASCIA -SHEETING ANGLE BA 12X STRUCTURAL SCREWS AT 2'-0 0/C WALL SCREWS AT 5-7-5 0/C INSIDE CLOSURE NG14 W/CAULK BOTH SIDE,- SECTION IDES �\vv - DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P. E. 17978 Joe NO. STAR BUILDING SYSTEMS P.O. BOX 94910 90 6 39535 OKLAHOMA CITY, OK 73143 A RobertsonCeco Company (405) 636-2010 MEMBER — BUILDER: CUSTOMER: TERRA FIRMA CONSTRUCTION SCOTT SCRUB MBMA CHECKED DA TE MANAGEMENT INC — JAS 9/26/02 ORLANDO, FL SANFORD, FL GRA WING NO. NOT TO SCALE E5 41-11 12 1 r- 5'- 0 5,_ 3'- 4 10'- 42 3'-- j --y I 5'-10 LTPPANEL F,385 F. S. GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. b C1A 82 81 0'-10 82 1 30,-o 5-0 CROSS SECTION AT FRAME LINE 72" - "4" C2A DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DRAWING FLORIDA P. E. 17978 (4) 4`0 X 12 A325 8� N CL 108 CL 108 3 4 3" 0 X I 1 A325 BOLTS �4) "0 X 1„ A39.5 Rnl TS (� 4 2 )L IS 82 15'- 42 82 -- 17'-6 i d) C2A CROSS SECTION AT PORTAL FRAME ELEVA TION "A " cb C2A (4) 43"0 X 12 A325 BOL TS GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMA TE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. , V �N \,- DENNIS P. WA TS ON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FINAL DHA WINS FLORIDA P. E. 17978 VIMlJI Ii- IN YYPi J17L(lJ A (6) 4 X 2 A325 B&N 0.0 0 NOT TO SCALE F7 /L J Q U LZ L oa Fn a ¢ w o ul Ca cD F W Z C7 Z U a. F O � G v) wwZ U F li N -D U C� w = C -4r'7 C/-) r F- r CL� '�! F z z of U) w _ W� wv� �LIJ �8 co w a p Z U w L cv V) w U W Q w L L o C7 Lei cn ¢ Ld L ON W - Gl Z Z Z r�,- W d Q O Qcz) Q= V d. z V N V) z aw co o o: w cf) a o z CD cn lw - �— o F- E ow �z ,, r F z OZ w¢ � w 00 � z 3 LU m� y Uj F w O [C Z Q w O�: m Z f~!] W 12 —[-.diA I E -,IVIA R Y BL VD,1111111107 W46W W J S C7 W m LL 0 W O � wui �G O o W Q QLAI E., ]VIA, Ye 17LO 32746 < eo,� m0 LA Z O W Z zF =o Uz oQ w z O 0 o mz UjQ � Q z O ` �e ;' ,`. Z INDEX OF DRAWINUS vin. a -- ul ABBREVIATIONS zm NO. DESCRIPTION �z A.F.F. ABOVE FINISHED FLOOR MAS. MASONRY W a ALUM. ALUMINUM MAT'L. MATERIALJ T' ITPLANvi� BD. BOARD MAX. MAXIMUM Z cn PROJECT MIN. MINIMUMA-1 COVER SHEET CMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS TO SCALE M.O. wDIRECTORY . aw MASONRY OPENING sUl --2 FOUNDATION C.O. CLEAN OUT MTD. MOUNTED A— 3 FLOOR PLAN C.T. CERAMIC TILE Z N.I.C. NOT IN CONTRACT z QQ OWNER : E.I.F.S. EXTERIOR INSULATION Fn � A-4 NOTES & DETAILS &FINISH SYSTEM O.C. ON CENTER o 0 W ELLV. ELEVATION O.H.DOOR OVERHEAD DOOR z u U S A— NOTES DETAILS S„,C.O T• S G"RUB 1 E.W.C. ELECTRIC WATER COOLER PREFAB. PREFABRICATED PL. PLATE ¢ v W X ((fi�nn`� W O LCL G� A-6 EQUIPMENT PLAN 8c SCHEDULE r::J9,9 N . �,, R LAN D O AVE . F.D. FLOOR DRAIN P.S.F. POUNDS PER SQUARE FOOT a Z ,,, .� — C FIN. FINISH F,F, FINISH FLOOR PT. POINT ¢ MATLAN,D, FL 32/51 i -jF �� PROPOSED SITE A-7 EQUIPMENT ELECTRICAL PLAN FLR. FLOOR REINF, REINFORCED REINFORCING o- 'r 712 W. LAKE MARY BLVD. FTG. FOOTING RREQUIRED o I� co LAKE MARY, FL. 32746 -A-8 EQUIPMENT PLUMB 1 N G PLAN c�yJ'J GALV GALVANIZED RM M. SIMILAR Z N CA. GAUGE I N — DETAILS CLASSIFICATION l`� Q� �© G.I. GALVANIZED IRON STD. S�ANUARU F W q r W A 9 CONVEYOR TRENCH BD GYPSUM 80 m /a��GYP PSUM ARD z � I I � ,,,, .fi �ri>✓rcws„w r,,, .rr t -'c'. .�� TUM TOP OF MASONRY� wm z 2 C p: U P N G ,x� 0 U PSB -S S 0 CxU,'A N.. �`ta H.M. HOLLOW METAL T.O.S. TOP OF STEEL f� A-10 CONVEYOR DETAILS, SECTION 8c TRUSS DETAIL F CA�TIONO�FV`C'ONJS4TF�UCTION: TYPEVIJNPROTECTED, UNSPRINKLED HORIZ. HORIZONTAL TYP. TYPICAL �o Q R� TABLE 600 1 HR. FIRE RA -TED EXTERIOR WALL H P HIGH POINT Uj K� MP g` ° A —11 E L E V A T 0 N S , U.N.O. UNLESS NOTED OTHERWISE iT L INSUL. IN�ULATEU, INSULATION V.C.T. VINYL COMPOSITION TILE Q �. w LA TABLE 500, 1 STY. 14,000 SQ FT. MAX. PER FLR. AREA. A —12 ELEVATIONS NA -119P t ; .�x 4 . ": q L.L.V. LONG LEG VERTICAL W/ WITH o SECTION 1003.1: 00.G, SS DI_V1N 185£3' SQ:�F�T`�o� X1,8 ��' QP�L�E>�PER.��FLOOR�M.A�. �o � �t �tA” Q' .,, L.P. LOW POINT W.C. WATER CLOSET �, z A-13 ELECTRICAL PLAN SECTION 1004: DE'Ap END CORRIDOR NOT TO EXCEED 20 , W.W.F. WELDED WIRE FABRIC =a 1:�4 MAXIMUM TRAVEL DISTANCE TO EXIT 200'. I � ¢ W A-14 HVAC PLAN ^ of i( _ 3 Z 'P :k 3S '1 ? }4 i` a1 3- L -tit w .;�, :.g71a' #>i:.)� �lYt bih ✓ ' p 'I�IEE'AFET�Y CODE OCCUR-ATIONAL CLASS. BUSILV.ES �u�� A-15 ROOF PLAN ��_ 4 A —16 HEADER PLAN�. a S. JEFFREY CILGER DESIGN SERVICES, INC. WITH S. JEFFREY CILGER 0 a Ij `�" J GILDER OR AFFILIATES WORKING FOR OR REPRESENTING DESIGN SERVICES � o Q A 1 E D BLDG . G' c SH NOT BE HELD RESPONSIBLE BY ANY PARTY INVOLVED IN DESIGN z FOUNDAT ON PLAN (DETACH ) �, ALL �¢ xJ PRODUCTION OF AND/OR INSTALLATION OF COMPONENTS AND/OR CONSTRUCTION �' � W A —18 FLOOR PLAN (DETACHED BLDG .) GENERAL NOTES: OF ANY PART OF THIS PROJECT, SHOWN HERE ON AND AS APPROVED FOR o Q ALL DETAILS,AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BUILDING PERMIT THAT SHALL FURTHER ABSOLVE S. JEFFREY GILDER Z W A —19 ELEVATIONS (DETACHED BLDG.) BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT DESIGN SERVICES, INC. WITH S. JEFFREY CILGER AND/OR ITS r 7`TI WHERE A DIFFERENT DETAIL IS SHOWN. AFFILIATES OF LIABILITY RESULTING OR RELATING TO DAMAGE TO PERSONS OR w o MATERIALS USED TO BUILD THIS PROJECT, S. JEFFREY GILDER Ld A— 20 Z O E L E C TR CAL 8c R DO F PLAN (DETACHED BLDG) SHOP DRAWINGS IN THE FORM OF'REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR STRUCTURAL DESIGN SERVICES, INC. WITH S. JEFFREY GILDER AND/OR ITS DRAWINGS (CONTRACT DOCUMENTS) ARE. PROHIBITED without EXPRESS WRITTEN PERMISSION AFFILIATES SHALL NOT BE CONSIDERED RESPONSIBLE FOR THE SELECTION OR w REFER TO SITE SURVEY FOR ACTUAL A — 21 DETAILS (DETACHED BLDG .) FROM S. JEFFREY GILDER 'DESIGN SERVICES OF CENTRAL FLORIDA, INC. USE OF OR THE PERFORMANCE OF ANY MATERIAL, LABOR, OR CONSTRUCTION Uj 0 N cn PROCEDURES OR METHODS OF INSTALLATION OR THE RESULT OF DECISIONS v, a MANUFACTURERS OF ANY PRE—ENGINEERED, PREFABRICATED SYSTEM OR COMPONENT SHALL MADE OR EXECUTED BY OTHERS DURING AND FOLLOWING PARTIAL OR COMPLETED Z cn W DRAWDIMENSIONS O F BUILDING AND PARKING AREA SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECTS APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION OF THIS PROJECT. ERECTION OF -SYSTEM/COMPONENT. THESE SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY LU � SJG DJK BJR A FLORIDA REGISTERED -ENGINEER. ANY CHANGES TO THE MATERIALS AND/OR REQUIREMENTS CALLED FOR IN 0- DATE BUILQING IS-,DESIGNl U,.IN',A000RDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS MUST BE APPROVED IN WRITING BY THE ARCHITECT, REQUESTS �'� 7-30-2001 :'BUILDW—CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. �/ SHALL BE ACCOMPANIED BY MANUFACTURER'S DOCUMENTATION WHICH _ SCALE CONTAINS ADEQUATE FOR EVALUATION AS TO WHETHER OR NOT THE 0 JNOTED THE , STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION MATERIALS ARE AN EQUAL TO THOSE SPECIFIED IN THE PLANS. CONTRACTOR ¢ _ OF VARIOUS CONNECTED COMPONENTS, PROVIDE ADEQUATE BRACING, SHORING, AND OTHER SHALL VERIFY ALL DIMENSIONS, ANGLES, PITCH'S AND ETC. AND SHALL BE UE (n SHEET TEMPORARY SUPPORTS A5 REQUIRED TO SAFELY COMPLETE THE WORK.RESPONSIBLE FOR ALL SUCH CONDITIONS. J a A-1 of 22 "Z � � w s tJ) C] .r CD �� G F - CD o z (Zi cn �x i QDFa o� o w Qom C/) r~ W q� L.lJ `J Cn O W D �_ (xi W ci, d � N M W W � W cry z J O LJi 01-� L Q V C V) Cn [n Z G C.7 Z W z i0 < CaCDC-3 d z _ N v oQ o C LnJ a :2-- Lr) a O o GY3 DRA SJG/DJK BJR 7-30-2001 SCALE NOTED SHEET --2 of 22 i W U �x o� Qom � 00 IL I N N V � N 00 DRA SJG/DJK BJR 7-30-2001 SCALE NOTED SHEET --2 of 22 i O IL I V � N i Q Y� s 01-� L Q Q ii z i0 d z oQ N V) DRA SJG/DJK BJR 7-30-2001 SCALE NOTED SHEET --2 of 22 i 00 I N GENERAL NOTES •m 41'-0" h3'-0" 1. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL CODE REQUIREMENTS. 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID. 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED FOR THIS WORK. (NEGOTIABLE) 4. MATERIAL INDICATED BUT NOT SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND. 5. ALL FINISHES SHALL REMAIN AS IS EXCEPT WHERE NOTED ON PLANS. 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. /. WHERE REQUIRED BY CODE NON-COMBUSTIBLE MATERIALS SHALL BE USED IN LIEU OF MATERIALS INDICATED ON DRAWINGS. 8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS. 9. REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO MATCH EXISTING ADJACENT AREAS. 10. ALL EXISTING FINISHES: I.E. FLOOR TILE, BASES, WAINSCOTS, WALL COVERINGS, CEILING TILE, ETC. TO REMAIN UNLESS OTHERWISE NOTED. 11. PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING. 12. NEW DOORS SHALL BE 3'-0" x 6'-8" UNLESS NOTED OTHERWISE AND SHALL BE SOLID CORE & STAINED. SQUARE FOOTAGE: A/C 1858 SQ. FT. CARWASH TUNNEL 1620 SQ. FT. MECHANICAL RM_ 663 SQ. FT. COV. ENTRY 107 SQ. FT. RETRIEVAL AREA 200 SQ. FT. GRAND TOTAL 4447 SQ. FT. FLOOR P LAN_ 1/4"=l' -O" THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 1997 EDITION OF THE STANDARD BUILDING CODE. IT IS DESIGNED TO WITH- STAND 100 MPH WIND LOADS. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +23.6, -25.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 1. ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY. 2. INTERIOR METAL STUDS SHALL BE 2"x4" UNLESS OTHERWISE NOTED. 3. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED EQUIPMENT. SUCH AS WALL CABINETS, LAVATORY, SINKS, MIRRORS, ETC. 4. CASEWORK SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 5. WALL MOUNTED SINKS AND LAVATORIES SHALL BE MOUNTED WITH CARRIERS AND SO THAT THERE WILL BE 4" MIN. CLEARANCE BETWEEN WALL AND SIDES OF SINK_ z G v z w a c� m C OC' M 2 w (I 4 O L. Ul ❑ V_7 � � v Cr c wF [t F z c �Pv V) LO w� a` W V w2 C9 Z C Z C d r L O r � L Df a� f) - 0 L0 L of 2 � � F Y- Zl w Z � V)l V) ¢i wl m D >- wi I I L,' n ai O Z d w wi O r 3 fy rr O 0 0 Er w z r z a z 0 m z a w O 0 0 0 m H O Z CC Q U) 7 0 V) 0 D z Q vi 0 vi z a a w V) r V) z O V) D O Z a U) Q O vi z a d w V) I3 J u A D S a z Z O U W U <L w O Z a w U r 0 w Ly w m Q O z 0 0 r a 0' w a U CC 0 w U z w 0 w U m w a Ln z O z w W Z U_ w Q O Q O LL-LL- CD c-) F= r -00 O Z N N r- ¢ w Pq 00 O r- o cn U O Ca C -4j N O O o Z CL Q Z W j L-LiFw W Ln o M w � J Z pp z r O � p Ga _ q Z O CD r _� Nr:�' c� w LLA o r z Z J_ cn cry (/7 C� o � 0 N LL C-5 Cf) (J7 Z CD CL a - CV Cr) ::D CD Q m LLJ�. QF— OQ cor� C � in � < Z F- 2N O �uw ..r� a z Z O U W U <L w O Z a w U r 0 w Ly w m Q O z 0 0 r a 0' w a U CC 0 w U z w 0 w U m w a Ln z O z w W U_ LL- X Q4 O Q O LL-LL- r- r - r -00 N N cn II Pq 00 C0 O V �1 W � � O V j a z Z O U W U <L w O Z a w U r 0 w Ly w m Q O z 0 0 r a 0' w a U CC 0 w U z w 0 w U m w a Ln z O z w 0 DRAYN SJG DJ K BJ R DATE 7-30-2001 SCALE NOTED SHEET —3 of 22 W U_ LL- X Q4 O Q O LL-LL- r- r - r -00 N N cn II Pq 00 O �1 W � � r j N Q q � J � " 1 � p Z O L•�L L O Q N (n 0 DRAYN SJG DJ K BJ R DATE 7-30-2001 SCALE NOTED SHEET —3 of 22 N- " 8" CONC. BLOCK 8" MASONRY UNITS - 2"x8" P.T. BUCK W/ 5 � 8" MASONRY UNITS � 8" MASONRY UNITS 8" CONC. BLOCK 1/2" J -BOLTS PLACED IN STEM WALL W/ 2"x 2" WASHER & 1/2" NUT. 2 5 BARS ABOVE Z � CONC. FOOTING � PENETRATING PIPE MISPLACED DOWEL NOTE: 1"X6" BUCK AROUND " °D 3 2"x8" P. r. BUCK W 3 PERIMETER OF ROUGH `2 PENETRATING PIPE THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL g / - 1"X6' BUCK AROUND OPENING, T -NAIL ® - " "r `" REINFORCING AT AN INCORRECT LOCATION, J 1/'1" J -BOLTS PLACED PERIMETER OF ROUGH 4" O.C. r �' „��--------------- � \�>------------- OPENING, TAP -CON IN STEM WALL W/ 2"x WINDOW 2 #5 BARS BELOW _ 10„i'^ IF WALL HAS NOT BEEN BUILT, DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED �; 2" WASHER & 1/2" NUT. DOOR 12' O.C. PENETRATING PIPE Ln EDGEOF THE SLAB AT THE CORRECT LOCATION, EPDXY A 30" LONG #5 REBAR INTO THE EACH SIDE OF GAR. DR, 16 0 ON CHAIRS DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL L_ #5 BARS ABOVE BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. 0 © w MAY HAVE TO BE MODIFIED G SEE ELEVATIONS CHAIR BLOCK & BELOW PENETRATING PENETRATING PIPE O V) INTERIOR OF GARAGE DOOR FINISH SCHEDULE 1/2" GYPSU FLOOR 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF PIPE DEEP: FULL OPENING AT THE FLOOR. DRILL HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED F 16'-0" GARAGE DOOR OPENING WALLS 1/2" J -BOLTS PLACED IN STEM WALL W/ 2"x 2" WASHER & 1/2" NUT. 2 5 BARS ABOVE Z � CONC. FOOTING � PENETRATING PIPE MISPLACED DOWEL NOTE: 1"X6" BUCK AROUND " °D 3 2"x8" P. r. BUCK W 3 PERIMETER OF ROUGH `2 PENETRATING PIPE THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL g / - 1"X6' BUCK AROUND OPENING, T -NAIL ® - " "r `" REINFORCING AT AN INCORRECT LOCATION, J 1/'1" J -BOLTS PLACED PERIMETER OF ROUGH 4" O.C. r �' „��--------------- � \�>------------- OPENING, TAP -CON IN STEM WALL W/ 2"x WINDOW 2 #5 BARS BELOW _ 10„i'^ IF WALL HAS NOT BEEN BUILT, DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED �; 2" WASHER & 1/2" NUT. DOOR 12' O.C. PENETRATING PIPE Ln EDGEOF THE SLAB AT THE CORRECT LOCATION, EPDXY A 30" LONG #5 REBAR INTO THE EACH SIDE OF GAR. DR, 16 0 ON CHAIRS DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL L_ #5 BARS ABOVE BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. 0 2 HEADER STUDS ((EACH SIDE) 6'-0" TO 12'-0" © w MAY HAVE TO BE MODIFIED G SEE ELEVATIONS CHAIR BLOCK & BELOW PENETRATING PENETRATING PIPE IF THE WALL HAS BEEN BUILT, CDR[ THE WALL AT THE CORRECT LOCATION 16" WIDE AND 4" V) ROOM FINISH SCHEDULE 1/2" GYPSU FLOOR 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF PIPE DEEP: FULL OPENING AT THE FLOOR. DRILL HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED F 16'-0" GARAGE DOOR OPENING WALLS 2X4 BLOCKING `- I� r 15 f�/MAILS � 1. PLYWOOD; (FIELD) USE 10d NAILS 0 12" 0/C ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL z CEILING 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE (EDGE) USE i d NAILS 0 6" 0/C 1 PUSH PLATE TRIMCO 1017-2 US32-D AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE 0 O CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND r 2. GYPSUM: (FIELD) USE 5d NAILS @ 10" 0/C 0#5'SASSHOWNOCK"R� FTG, DETAIL O E PENETRATION PIPE REPAIRS NECESSARY TO THE TIE BEAM. U) APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE BUCK DETAILS FOR WINDOWS, (EDGE) USE 5d NAILS 0 /" 0/C ¢ TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS X m 4. ROOF NAIL PATTERN: - 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE MODIFIED (SEE ELEV.) w (DZONE 1 - USE 8d COMMON NAILS 0 12" O/CQZONE 2 -USED 8d COMMUN NAILS 6" 0/C CARACE 8c ENTRY DOORS Q � 0 10- FILL CELLS SOLID w O 1 D 1NAILED LLI - _ - - - - - - - -� PIPE THRU STEM WALL DETAIL 5. .5/8" GYPSUM CEILING: USE 5d NAILS ® /" 0/C TYPE 'E' (PAIR OF INTERIOR DOORS) STEEL PIPE OF LARGER DIAMETER. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT ION O TRUSS PLA E 0 © Q EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID. THE RISK OF "MANUAL FOR HOUSE FRAMING' OF THE NATIONAL FOREST PRODUCTS ---2X BLOCKING z 18" 15" 16" 3 BUTTS STANLEY F88179 4.5 x4.5 626 CONCRETE: DAMAGE TO THE STRUCTURE 4 � � 1 CLOSURES LCM 4041 ALUM 0 W a] �, a NOTES: 42" MIN. v 12" ALL HURRICANE HOLD-DOWNS FOR WOOD TO 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 GABLE END NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. CONCRETE ARE SIMPSON HETA20 UNLESS 1 CLOSURES LCN 4041 CUSH - ALUM 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE NAIL SPACING THE BUILDER SHALL VERIFY THAT THE 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER MANUFACTURER. ROOF EDGE *NOTE: TRUSS DIAGRAMS ON THIS SHEET ARE COORDINATED FOUNDATION BEARING SOIL HAS A CARRYING CAPACITYOF ROOF SHEATHING SEE ZONE CHART 2X4 OUTLOOKER ® 24" O.C. >-- WITH THE - - - - Q THE TRUSS MANUFACTURER'S 2I000UPOUNDS A - ALL HURRICANE HOLD-DOWNS FOR WOOD 10 (MAX, 12 O.H.) W/ A34 CD 24" O.C. ct 2. HEADER STUD REQUIREMENT. 1 HEADER STUDS EACH SIDE) 1'-6" TO 6'-D" % � TYPE 'J' p 2X4 WIND BRACE ®RIDGE GA LE & A7 8 FT. O.C. TO 3rd !BUSS TRUSS GABLE END TRUSS Lx = F- 2 HEADER STUDS ((EACH SIDE) 6'-0" TO 12'-0" © w MAY HAVE TO BE MODIFIED G SEE ELEVATIONS r ¢ TRUSS LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING 2 HEADER STUDS (EACH SIDE) 12'-0" TO 18'-0" ROOM FINISH SCHEDULE 1/2" GYPSU FLOOR 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF v 3. BEARING WALL NAIL PATTERN F < WALLS 2X4 BLOCKING `- I� r 15 f�/MAILS � 1. PLYWOOD; (FIELD) USE 10d NAILS 0 12" 0/C w ® CEILING 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE (EDGE) USE i d NAILS 0 6" 0/C 1 PUSH PLATE TRIMCO 1017-2 US32-D RIDGE 0 O CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND r 2. GYPSUM: (FIELD) USE 5d NAILS @ 10" 0/C D w H 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. NECESSARY ADJUSTMENTS BE MADE PER HIS INSfRUCrIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE 1/2" A.B. ® 48" 0. . (EDGE) USE 5d NAILS 0 /" 0/C ¢ TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS GABLE END TRUSS m 4. ROOF NAIL PATTERN: - 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE J MODIFIED (SEE ELEV.) CD (DZONE 1 - USE 8d COMMON NAILS 0 12" O/CQZONE 2 -USED 8d COMMUN NAILS 6" 0/C © I Q � 0 10- 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE w O 1 D 1NAILED (OZONE 3 - USE 8d COMMON NAILS 0 6 0/C- - _ - - - - - - - -� �4 5. .5/8" GYPSUM CEILING: USE 5d NAILS ® /" 0/C TYPE 'E' (PAIR OF INTERIOR DOORS) STEEL PIPE OF LARGER DIAMETER. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT ION O TRUSS PLA E 0 © Q EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID. THE RISK OF "MANUAL FOR HOUSE FRAMING' OF THE NATIONAL FOREST PRODUCTS ---2X BLOCKING z 18" 15" 16" 3 BUTTS STANLEY F88179 4.5 x4.5 626 CONCRETE: DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 1 CLOSURES LCM 4041 ALUM 0 W z J. Jam' 42" MIN. v 12" ALL HURRICANE HOLD-DOWNS FOR WOOD TO 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. CONCRETE ARE SIMPSON HETA20 UNLESS 1 CLOSURES LCN 4041 CUSH - ALUM 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 PANIC DEVICES 22NL -626 THE BUILDER SHALL VERIFY THAT THE OTHERWISE NOTED. *NOTE: TRUSS DIAGRAMS ON THIS SHEET ARE COORDINATED FOUNDATION BEARING SOIL HAS A CARRYING CAPACITYOF rp WITH THE CONNECTION SCHEDULE. THE TRUSS MANUFACTURER'S 2I000UPOUNDS A bj ALL HURRICANE HOLD-DOWNS FOR WOOD 10 TRUSS DESIGNATIONS MAY DIFFER. OTHER HARDWARE PER DOOR MANUFACTURE MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS LESS SOIL BEARING CAPACITY EXISTS, TYPE 'J' p 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) Z SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 OBTAIN THE ENGINEER'S RESPONSE WOOD ARE SIMPSON MTS -12 UNLESS PAPER 7x 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) FOOTINGS, TINGS, BEFORE POTRINGREO OTHERWISE NO TED. HOLDER x ¢ a NON -AIR ENTRAINED GONG. 0.67 0.46 AS REVISIONS WILL REQUIRED. THE BUILDING OFFICIAL MAY TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, DETERMINE ON .INSPECTION THAT FOOTING BE AND DIMENSIONS BEFORE FABRICATION. THE TRUSS MANUFACTURER IS ALSO TO EXCAVATIONS REVEAL SOUND VIRGIN SOIL ¢ WOOD ROOF Z X4, BL 8KI MAY HAVE TO BE MODIFIED G SEE ELEVATIONS r ¢ TRUSS LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING \ oV//C ROOM FINISH SCHEDULE 1/2" GYPSU FLOOR 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF v BASE Q < WALLS 2X4 BLOCKING `- I� r 15 f�/MAILS � STAGGEREDEl USS STRAP 0 48" O.C. rSEE TRUSS LAYOUT) w G SNCL. LINTEL W/ 1 #5 CON r. CEILING 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE w m 1 PUSH PLATE TRIMCO 1017-2 US32-D �3 G 0 UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND r 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC D w H 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. NECESSARY ADJUSTMENTS BE MADE PER HIS INSfRUCrIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE 1/2" A.B. ® 48" 0. . 2X6 PLATE ¢ TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS GABLE END TRUSS m a MAY HAVE TO BE 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE a MODIFIED (SEE ELEV.) CD 3 DOOR MUTES TRIMCO 1229A o PERMITTED. 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE w O 1 D 1NAILED WALL MIRROR V) ¢ 16D - B" 0/C VERTICAL TO (2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN END NAILED TYPE 'E' (PAIR OF INTERIOR DOORS) STEEL PIPE OF LARGER DIAMETER. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT ION O TRUSS PLA E 2 DOORS MUTES TRIMCO 1229A -GRAY EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID. THE RISK OF "MANUAL FOR HOUSE FRAMING' OF THE NATIONAL FOREST PRODUCTS ---2X BLOCKING z 18" 15" 16" 3 BUTTS STANLEY F88179 4.5 x4.5 626 CONCRETE: DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 1 CLOSURES LCM 4041 ALUM 0 W z J. 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED 42" MIN. v 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. 1 CLOSURES LCN 4041 CUSH - ALUM 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 PANIC DEVICES 22NL -626 1 KICK PLATES TRIMCO 8" 630 COMPRESSIVE STRENGTH ® 28 DAYS SHALL BE 2500 PSI FOR PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION rp W SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) p. bj PADLOCK OTHER HARDWARE PER DOOR MANUFACTURE MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE TYPE 'J' p 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) Z SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 U PAPER 7x 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES OTHER HARDWARE BY DOOR MANUFACTURER HOLDER x ¢ a NON -AIR ENTRAINED GONG. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z _ _ z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL _I ao ¢ AIR ENTRAINED CONC. 0.54 0.46 z ¢ C7 SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS z Z OTHER = 3" w r` N WATER -PORTABLE TRUSSES ARE BRACED ,DURING UPLIFT CONDITIONS CHLORIDE -NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND _ -3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) x cA [L REQUIREMENTS OF ASTM C 33 C [L z GRADE N0. 2 ii =I z z 5' .5' axo o GRAB BAR w W I I I J_ I ui J w Z - W ¢ f"7 :2 a 2 UO m V) � HANDICAP BATHRM. DETAILS J 2' 0 CV U J Q V) D U d Z 6" MIN. 17" MIN. J F J w p m J O ¢ O Q V) Z W W V) W ¢ z uj F- Z J g I LJi O F J o U z (L' O 0 w V) z j¢ Z) J F wF--� W w J W } U pW pW J m C7 i zz ui m w U W U fSl = Q J L � V) ¢ Z) (n w O O O W J - W CL X- CL %• IL X J O- O � ((L 0 O X j J EL U U tC f d U w i0 c9 w ¢ r� m S r� v w ¢ v) 1 2 3 4 5161 7 1 2 3 4 1 2 31415. 6 7 1 2 314 5 ROOM WALLS CEILING REMARKS NO. NAME FLOOR BASE NORTH EAST SOUTH WEST FINISH HGT. 100 SALES 6 1 1 1 1 1 1 10'-0" 101 SITTING AREA 6 1 1 1 1 1 1 10'-0" 102 OFFICE 6 1 1 1 1 1 1 10'-D" 103 KIDS ROOM 6 1 1 1 1 1 1 10'-0" 104 CARWASH TUNNEL 3 3 2,5 2,5 2,5 2,5 5 14'-0" 105 EQUIPMENT ROOM 3 3 2 2 2 2 1 10'-0" 106 UNISEX 3 3 1,4 1,4 1,4 1,4 1 10'-D" 107 WOMEN'S 6 2 1,4 1,4 1,4 1,4 1 10'-0" 108 MEN'S 6 2 1,4 1,4 1,4 1,4 1 10'-0" WOOD ROOF Z X4, BL 8KI MAY HAVE TO BE MODIFIED G SEE ELEVATIONS r ¢ TRUSS LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING \ oV//C 1/2" A.B. @ 48" O.C. � 1/2" GYPSU z 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF v 0 Q < 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) 2X4 BLOCKING `- I� r 15 f�/MAILS � STAGGEREDEl USS STRAP 0 48" O.C. rSEE TRUSS LAYOUT) w G SNCL. LINTEL W/ 1 #5 CON r. 1. LIVE LOAD - ROOF 20 PSF 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE w m 1 PUSH PLATE TRIMCO 1017-2 US32-D �3 G 0 UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND r 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC D w H 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. NECESSARY ADJUSTMENTS BE MADE PER HIS INSfRUCrIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE 1/2" A.B. ® 48" 0. . 2X6 PLATE ¢ TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS GABLE END TRUSS m a MAY HAVE TO BE 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE a MODIFIED (SEE ELEV.) CD 3 DOOR MUTES TRIMCO 1229A o PERMITTED. 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE w O 1 D 1NAILED WALL MIRROR V) ¢ 16D - B" 0/C VERTICAL TO (2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN END NAILED TYPE 'E' (PAIR OF INTERIOR DOORS) STEEL PIPE OF LARGER DIAMETER. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT ION O TRUSS PLA E 2 DOORS MUTES TRIMCO 1229A -GRAY EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID. THE RISK OF "MANUAL FOR HOUSE FRAMING' OF THE NATIONAL FOREST PRODUCTS ---2X BLOCKING z �/ `- 2 - 160 EA. END Z NOTE: ¢ BLOCKING CSD 46" O.C. z LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING o W/ (1) #5 OW054 0 7" 0/C SPACES, 96" O.C. � REMAINDER. z 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF v CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY Q Ld 0 WOOD FOR STRUCTURAL GOND TIONS TO PROVIDE SHOP DRAWINGS TO THE BUILDING CONTRACTOR AND THE ENGINEER SUITABLE FOR FOUNDATION FOOTINGS. w FOR FINAL APPROVAL BEFORE FABRICATION. HIS SIGN OFF IN SUCH CASES WILL BE DIRECT TRUSS TO BLOCK WALL CONNECTION GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I. ACCEPTABLE. ENDWALL FOR GYPSUM CEILING DIAPHRAGM z Z U V) w 0 z vi CLw 0 z CL w Lu z v� w v; ¢ w p vi z a J w w z ul s n- 0 U w 0 0 0 0 z 0 z 0 Q cn Ld LK Y8 w r m w w w z v w s v z 0 W LLA 0 J a U H r 0 U DOOR SC��EDULE CONSTRUCTION NOTES FOUNDATIONS: TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS G Q 23V') w AT MAIN ENTRANCE) GENERAL: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF .a LLJ CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY N < 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) PRESSURE OF 2000 PSI THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH OTHER HARDWARE PER DOOR MANUFACTURE == w TYPE 'B ' (TOILETS) 1. LIVE LOAD - ROOF 20 PSF 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE g 1 PUSH PLATE TRIMCO 1017-2 US32-D �3 G 2. WIND SPEED - 100 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND 44 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC D LA_J 0 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD. NECESSARY ADJUSTMENTS BE MADE PER HIS INSfRUCrIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE 3 DOOR MUTES TIMCO 1229A TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) BUILDING CODE & LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR m a 1 LOCK SET YALE AU5407-260, LEVER HANDLE 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM CD 3 DOOR MUTES TRIMCO 1229A o PERMITTED. 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE OF 1/2" DIAMETER (ASTM A-307) 3 BUTT HINGES STANLEY F88179 4.5 x 4.5 NRP 626 WALL MIRROR WALL PARTITION 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN Q TYPE 'E' (PAIR OF INTERIOR DOORS) STEEL PIPE OF LARGER DIAMETER. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT ION OR IF NOF SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE 2 STOPS TRIMCO 121ORP626 2 DOORS MUTES TRIMCO 1229A -GRAY EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID. THE RISK OF "MANUAL FOR HOUSE FRAMING' OF THE NATIONAL FOREST PRODUCTS TYPE 'F' (EXIT. DOOR) 54" MIN. 18" 18" 15" 16" 3 BUTTS STANLEY F88179 4.5 x4.5 626 CONCRETE: DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 1 CLOSURES LCM 4041 ALUM WOOD: 8. ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED 42" MIN. v 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-89 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. 1 CLOSURES LCN 4041 CUSH - ALUM 2. MIS DESIGN CRITERIA: ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 PANIC DEVICES 22NL -626 1 KICK PLATES TRIMCO 8" 630 COMPRESSIVE STRENGTH ® 28 DAYS SHALL BE 2500 PSI FOR PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION rp SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PADLOCK OTHER HARDWARE PER DOOR MANUFACTURE MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE TYPE 'J' -� TOILET 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN PAPER 7x 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES OTHER HARDWARE BY DOOR MANUFACTURER HOLDER x ¢ a NON -AIR ENTRAINED GONG. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z _ _ z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL _I AIR ENTRAINED CONC. 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES m d SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS OTHER = 3" MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF r` N WATER -PORTABLE TRUSSES ARE BRACED ,DURING UPLIFT CONDITIONS CHLORIDE -NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND -3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) REQUIREMENTS OF ASTM C 33 SOUTHERN PINE SURFACES DRY USED ®19% MAX. M.C. GRADE N0. 2 O 5' .5' GRAB BAR - , INSULATE DRAIN & HOT SUPPLY PIPE AT HANDICAP Z - f"7 :2 a - `-- HANDICAP BATHRM. DETAILS CV NOT TO SCALE 6" MIN. 17" MIN. Z U V) w 0 z vi CLw 0 z CL w Lu z v� w v; ¢ w p vi z a J w w z ul s n- 0 U w 0 0 0 0 z 0 z 0 Q cn Ld LK Y8 w r m w w w z v w s v z 0 W LLA 0 J a U H r 0 U DOOR SC��EDULE i TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS G Q 23V') w AT MAIN ENTRANCE) U r` _ 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) L_ Q .a LLJ CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY N < 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) rr'1^^ � OTHER HARDWARE PER DOOR MANUFACTURE == w TYPE 'B ' (TOILETS) :� 3 BUTT HINGES STANLEY F88179-260 4.5 x 4.5 626 g 1 PUSH PLATE TRIMCO 1017-2 US32-D �3 G �_ 1 CLOSER, YALE 350 1BFDA ALUMINUM V 44 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC D LA_J 0 1 STOP TIMCO 121ORP-260 L 3 DOOR MUTES TIMCO 1229A TYPE 'Cl ( OFFICE DOOR) ( B RATING 20 MINUTES) M ¢ 3 BUTT HINGES STANLEY F179 4.5x4.5-626 m a 1 LOCK SET YALE AU5407-260, LEVER HANDLE W 1 STOP TRIMCO 12QBP-626 Z r CD 3 DOOR MUTES TRIMCO 1229A o TYPE 'D' (INTERIOR DOOR) ( B RATING 20 MINUTES) 3 BUTT HINGES STANLEY F88179 4.5 x 4.5 NRP 626 1 CLOSER LCN 4041 CUSH-ALUM 1 KICK PLATE TRIMCO 8" 1/8" GRAY PLASTIC Q TYPE 'E' (PAIR OF INTERIOR DOORS) a (ZD 6 BUTT HINGES -STANLEY F88179 4.5 x 4.5-626 2 CLOSURES LCN 4041 x H.D. -ALUM 2 KICK PLATES TRIMCO 16" -1/8"-GRAY PLASTIC 2 STOPS TRIMCO 121ORP626 2 DOORS MUTES TRIMCO 1229A -GRAY TYPE 'F' (EXIT. DOOR) 3 BUTTS STANLEY F88179 4.5 x4.5 626 C-11 1 PANIC DEVICES V/D 2227L-Fx8/Ex626 1 CLOSURES LCM 4041 ALUM 1 KICK PLATES B" 630 TRIMCO 1 STOPS 1210 RP 626 TRIMCO TYPE 'G' (INTERIOR DOOR) 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. 1 CLOSURES LCN 4041 CUSH - ALUM 1 PANIC DEVICES 22NL -626 1 KICK PLATES TRIMCO 8" 630 1 REM. MULLION V/P 4954 1 SET W/S PERRKO 303 AU TYPE 'H' 1 PADLOCK, MEDICO RESTRICTED PADLOCK (4KEYS) PADLOCK OTHER HARDWARE PER DOOR MANUFACTURE TYPE 'J' 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) CYLINDER TYPE 'K' 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) OTHER HARDWARE BY DOOR MANUFACTURER ALL EQUAL MATERIALS WILL BE APPROVED BY OWNER Z U V) w 0 z vi CLw 0 z CL w Lu z v� w v; ¢ w p vi z a J w w z ul s n- 0 U w 0 0 0 0 z 0 z 0 Q cn Ld LK Y8 w r m w w w z v w s v z 0 W LLA 0 J a U H r 0 i U W U i G r C7 r- G Q 23V') w � h U r` _ o L_ Q .a LLJ r-, 00 N < N N N N rr'1^^ � �� == w :� O � g � �3 G �_ E V 44 W D LA_J 0 CJ Z L o M ¢ u� m a G W Z r CD o a LLA wQU)o Q tet- Z a (ZD d N (n e� C-11 i W U i Ex O L>¢ � h Ln 00 i r-, 00 ! ! N N N N rr'1^^ � i O � I � � 44 O W O7 u� PM Q SJG DJK BJR TE 7-30-2001 SCALE NOTED SHEET A-4 of 22 W U Ex O L>¢ � h Ln 00 r-, 00 N N N N O � 44 O W O7 u� PM Q 0- C, Z 0 tet- Z oQ N (n SJG DJK BJR TE 7-30-2001 SCALE NOTED SHEET A-4 of 22 DRAM SJG/DJK/BJR U c o U v Li -X ll O LL - U - r WO w �LO 0 00 II N N N N nn 00 LLJ _ LJJ � (n CD �'"� W WD � 00 4 W K W w z �i N J cn p C/,) W O — Z O j C ^ti � z cr) � Z U aU nw� LLL. Q Z S W C,4 c/) =D 0 L dmE I-- O Wc~n m ¢ CO O Ew < Z cn Imo-- a c Z ct7 d DRAM SJG/DJK/BJR LJ U Li -X ll O LL - �LO 0 00 II N N N N nn 00 O j C ^ti N Q I� nw� LLL. Q Z O LL_ d- Z O Q N (n DRAM SJG/DJK/BJR USUALLY LOCATED IN THE MANAGER'S OFFICE IN AN AREA THAT IS DRY, CLEAN AND FREE OF EXCESSIVE VIBRATION. 89'-4" LENGTH OF CONVEYOR GENERAL NOTES 1. ALL ELECTRICAL CONNECTIONS TO CONTROL PANEL AND EQUIP— MENT ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR CUSTOMER. ANY AND ALL LOCAL CODES ARE THE RESPON— SIBILITY OF THE GENERAL CONTRACTOR, 2. ALL PLUMBING CONNECTIONS TO MACHINE AND ALL EXTERNAL PLUMBING ARE THE RESPONSIBILITY OF THE GENERAL CON— TRACTOR OR CUSTOMER. 3. ALL CONNECTIONS TO MACHINE SHALL BE FLEXIBLE. ALL CON— NECTIONS TO AND FROM PUMP SHALL BE FLEXIBLE.. 4. WATER LINES SHALL BE GALVANIZED OR COPPER PIPE. ELECTRICAL CONDUITS SHALL BE RIGID. 5. THE MINIMUM RECOMMENDED FEEDER WIRE SIZE IS PER LOCAL CODE FOR SPECIFIED LOADS AND VOLTAGES. 6. N/S RECOMMENDS THAT ALL CONNECTIONS COMING INTO PANEL BE MADE INTO THE BOTTOM OF ENCLOSURE. 7. ALL CONCRETE WORK, PITS AND DRAINS ARE THE RESPONSIBI— LITY OF OTHERS. REINFORCING TO BE IN ACCORDANCE WITH CONTRACT DRAWINGS 8. ANY SPLASH WALLS ARE THE RESPONSIBILITY OF OTHERS. 9. ANY TRENCH AND PIT GRATING IS THE RESPONSIBILITY OF OTHERS. 10. ANY & ALL LOCAL CODES SUPERSEDE N/S RECOMMENDATIONS, 11. ANY RAIN DEVERTER SYSTEM IS THE RESPONSIBILITY OF OTHERS. 12. ALL VENTS AND TRAPS TO CONFORM WITH REQUIREMENTS OF THE CITY BY OTHERS. These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for prelliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. oAWN ALEX M. DATE 6-13-2001 SCALE 1 4 =1'-0" N/S Corporation CAFE WASH EQUIPMENT LIST: z PART N0. DESCRIPTION SUPPLIED BY 0 USUALLY LOCATED IN THE MANAGER'S OFFICE IN AN AREA THAT IS DRY, CLEAN AND FREE OF EXCESSIVE VIBRATION. 89'-4" LENGTH OF CONVEYOR GENERAL NOTES 1. ALL ELECTRICAL CONNECTIONS TO CONTROL PANEL AND EQUIP— MENT ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR CUSTOMER. ANY AND ALL LOCAL CODES ARE THE RESPON— SIBILITY OF THE GENERAL CONTRACTOR, 2. ALL PLUMBING CONNECTIONS TO MACHINE AND ALL EXTERNAL PLUMBING ARE THE RESPONSIBILITY OF THE GENERAL CON— TRACTOR OR CUSTOMER. 3. ALL CONNECTIONS TO MACHINE SHALL BE FLEXIBLE. ALL CON— NECTIONS TO AND FROM PUMP SHALL BE FLEXIBLE.. 4. WATER LINES SHALL BE GALVANIZED OR COPPER PIPE. ELECTRICAL CONDUITS SHALL BE RIGID. 5. THE MINIMUM RECOMMENDED FEEDER WIRE SIZE IS PER LOCAL CODE FOR SPECIFIED LOADS AND VOLTAGES. 6. N/S RECOMMENDS THAT ALL CONNECTIONS COMING INTO PANEL BE MADE INTO THE BOTTOM OF ENCLOSURE. 7. ALL CONCRETE WORK, PITS AND DRAINS ARE THE RESPONSIBI— LITY OF OTHERS. REINFORCING TO BE IN ACCORDANCE WITH CONTRACT DRAWINGS 8. ANY SPLASH WALLS ARE THE RESPONSIBILITY OF OTHERS. 9. ANY TRENCH AND PIT GRATING IS THE RESPONSIBILITY OF OTHERS. 10. ANY & ALL LOCAL CODES SUPERSEDE N/S RECOMMENDATIONS, 11. ANY RAIN DEVERTER SYSTEM IS THE RESPONSIBILITY OF OTHERS. 12. ALL VENTS AND TRAPS TO CONFORM WITH REQUIREMENTS OF THE CITY BY OTHERS. These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for prelliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. oAWN ALEX M. DATE 6-13-2001 SCALE 1 4 =1'-0" N/S Corporation CAFE WASH EQUIPMENT LIST: PART N0. DESCRIPTION SUPPLIED BY 0 PART NO. DESCRIPTION SUPPLIED BY 1 OUD-200 100' OVER/UNDER CONVEYOR N/S CORPORATION 21 ECS -220 BLOWER CONTROL PANEL FOR N/S CORPORATION V) ELECTRIC DRIVE U r _— N O v O AIR -220T 2 COR -2000 ALUM. WHEEL CORRELATOR N/S CORPORATION 22 ~- VARIABLE FREQUENCY DRIVE FOR N/S CORPORATION rn W W -� cn w CONVEYOR ooCD 3 [`�. ROLLER CANCEL SWITCH N/S CORPORATION 23 p 20AMP FUSED DISCONNECT FOR OTHERS coCD J w of z CONVEYOR START/STOP BUTTON FOR CONVEYOR OTHERS 24 CONVEYOR PULSE SWITCH JUNCTION BOX OTHERS 4 _ Ck:-- - 5 PLACES - Z O z w ME 5 R/C ROLLER CALL-UP AND AIR TRIO FOR CONVEYOR N/S CORPORATION 25 TBV -200 20HP VACUUM W/TANK N/S CORPORATION 6 DATATRAX SERVICE SELECTOR BOX N/S CORPORATION 26 cn 24V, 750VA COMPUTER TRANSFORMER OTHERS 7 SYS -90 ELECTRIC EYE SENSORS W/ N/S CORPORATION 27 DATATRAX DATATRAX RELAY STATION N/S CORPORATION ELECTRIC EYE PANEL C:9 8 BLST-200A SPINNER (5) PRE -PREP ARCH W/ 20HP PUMP N/S CORPORATION 28 DATATRAX DATATRAX MASTER COMPUTER N/S CORPORATION & FLOAT SWITCHES 9 SSA -100 SINGLE MANIFOLD S.S. ARCH N/S CORPORATION 29 PPW-075 7.5HP PREP UNIT PUMP SYSTEM C/W GUNS, HOLDERS & PUMP N/S CORPORATION SOAP FOAMER 10 CTW-5 TOUCH SY TO REAR ITPANEROCKER (DRIVFROE N/S CORPORATION 30 HP -5.0 5HP (2) STAGE AIR COMPRESSOR N/S CORPORATION PANEL) TREC W/ 11 BRUSH MOTOR JUNCTION BOX N/S CORPORATION 31 EMERGENCY START/STOP SWITCH N/S CORPORATION - 5 PLACES - 12 UCW-090 UNDERCARRIAGE WASH N/S CORPORATION 13 MIT -100S S.S. MITTING TANK N/S CORPORATION - 2 PLACES - 14 SCW-100 STEP CAT WALK N/S CORPORATION - 2 PLACES, - SINGLE MANIFOLD S -S. ARCH N/S CORPORATION 35 ROS -1000 REVERSE OSMOSIS SYSTEM- MULTI -MEDIA FILTER, N/S CORPORATION 15 SSA -100 PRE -FINAL RINSE CARBON FILTER, R.O. CONSOLE, AND FLOAT SWITCH 16 SSA -200 DUAL MANIFOLD S.S. ARCH N/S CORPORATION FINAL RINSE & DRYING AGENT 17 AHW-2000 AUTO HAND WAX N/S CORPORATION 18 SSA -200 DUAL MANIFOLD S -S. ARCH N/S CORPORATION SEALER WAX & CLEAR COAT 19 BRLT-04 FREE-STANDING NEON BRITELITES N/S CORPORATION - 4 PLACES - I - 20 AIR -220T (2) 20HP AIR BLOWER W/NO TOUCH FEATURE N/S CORPORATION CONTROL PANEL 0 W z c� ul V) w M 0 w w 4 0 a z M w z z z 4 z 0 w 0 z T v 0 0 w a 0 U W W H 0 z z W Q z 0 ", P T_ u 0 U ly Ld 0 0 Z a DRAWN SJG DVAIE wN JK BJR 7-30-2001 S��E NOTED SHEET A— 6 of 22 Z Q O E X O Q O z U LLJ co Q7 LO 00 I__ 00 V) CZ)CD U r _— N O v O q N "cC Fes- r - ~- z w rn W W -� cn w ooCD z [`�. o Z � C14C./7 L_(__� �. r� p � z G.J Z coCD J w of z _j(ci r-1 MCD m a z _ Ck:-- Z O z w ME ¢ a U NCD Can LD o W rK �c~n ¢ Cn O w cn 0 0= o C:9 �9 c DRAWN SJG DVAIE wN JK BJR 7-30-2001 S��E NOTED SHEET A— 6 of 22 W U E X O Q r_ r_ co Q7 LO 00 I__ 00 P CZ)CD II (1) CD d- d- 457 O �- DRAWN SJG DVAIE wN JK BJR 7-30-2001 S��E NOTED SHEET A— 6 of 22 W U E X O Q r_ r_ co Q7 LO 00 I__ 00 CZ)CD II (1) CD d- d- O �- W [`�. > rcr) W N Q� Z O DRAWN SJG DVAIE wN JK BJR 7-30-2001 S��E NOTED SHEET A— 6 of 22 NOTE: COMMUNICATION CABLE NOT TO BE IN CONDUITS WITH OTHER WIRING. NOTE: THE ELECTRICAL ROUTING IN THIS DRAWING IS IN DIAGRAM FORM. ROUTING OF WIRING IS BY ELECTRICAL CONTRACTOR. NOTE: 1. PLAN SHOWS ELECTRICAL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR AS PERTAIN TO CAR WASH EQUIPMENT. 2. ALL WORK SHOWN ON THIS DRAWINGS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND ALL WORK MUST CONFORM TO NATIONAL AND LOCAL CODES, 3. ELECTRICAL CONTRACTOR TO SUPPLY ALL CONNECTING WIRING, CONDUIT, FITTINGS ETC. AND MAKE CONNECTION AS SHOWN. ELECTRICAL PLAN (5 PLACES) 240V, 30, 60Hz POWER FROM SOURCE TO CTW-5 PANEL, WAX MACHINE PANEL, AIR -220 PANEL ,20HP PUMP PANEL, AND 20AMP FUSED DISCONNECT BY ELECTRICAL CONTRACTOR. Q— 240V, 30, 60Hz WIRE, CONDUIT AND CONNECTION FROM 20HP VACUUM TO VACUUM CONTROL PANEL (PROVIDED BY OTHERS) BY ELECTRICAL CONTRACTOR. (3 �- (2 PLACES) 240V, 30, 6OHz WIRE, CONDUIT AND CONNECTION FROM (2) 20HP BLOWER MOTOR TO BLOWER CONTROL PANEL BY ELECTRICAL CONTRACTOR. 4�(5 PLACES) 240V, 30, 60Hz WIRE, CONDUIT AND CONNECTION FROM BRUSH MOTOR JUNCTION BOX TO CTW-5 PANEL BY ELECTRICAL CONTRACTOR. (2 PLACES) 115V, 10, 6OHz POWER FROM SOURCE TO COMPUTER TRANSFORMER AND RELAY STATION BY ELECTRICAL CONTRACTOR. (3) SINGLE RECEPTACLE OUTLET, 115V, 10, 60Hz POWER FROM SOURCE FOR DATATRAX - MASTER MASTER COMPUTER AND RELAY STATION BY ELECTRICAL CONTRACTOR. (SHOULD BE CLEAN "COMPUTER GRADE POWER" AND OPTIMALLY HAVE IT'S OWN ISOLATED SUPPLY) 0— (4 PLACES) 115V, 10, 6OHz WIRE, CONDUIT AND CONNECTION FROM (4) NEON BRITER-LITE TO RELAY STATION BY ELECTRICAL CONTRACTOR. (5 PLACES) 3 WIRES, CONDUIT AND CONNECTION FROM (5) CONVEYOR START/STOP BUTTON LOOPED TO V.F.D. BY ELECTRICAL CONTRACTOR. 2 WIRES, CABLE BY N/S, FROM CONVEYOR PULSE SWITCH AT t 12" B.F.F. TO JUNCTION BOX BY ELECTRICAL CONTRACTOR. 10 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM TRANSFORMER WITH 30AMP FUSE TO RELAY STATION BY ELECTRICAL CONTRACTOR. 11 (2 PLACES) 6 CONDUCTOR COMMUNICATION CABLE BELDON #9596 OR EQUIVALENT, FROM SERVICE SELECTOR BOX AND RELAY STATION AT t 48" A.F.F. TO DATATRAX MASTER COMPUTER BY ELECTRICAL CONTRACTOR. 12 (3 PLACES) 2 CONDUCTOR COMMUNICATION CABLE BELDON #8461 OR EQUIVALENT, FROM PULSE SWITCH JUNCTION BOX, ELECTRIC EYE PANEL, AND V.F.D. TO DATATRAX MASTER COMPUTER BY ELECTRICAL CONTRACTOR. 8__24OV, 30, 60Hz WIRE, CONDUIT AND CONNECTION FROM 20AMP FUSED DISCONNECT TO V.F.D. BY ELECTRICAL CONTRACTOR. S__240V, 30, 6OHz WIRE, CONDUIT AND CONNECTION FROM V.F.D. TO 3HP CONVEYOR MOTOR BY ELECTRICAL CONTRACTOR. 15 4 WIRES, CONDUIT AND 24VAC CONNECTION FROM FLOAT SWITCH TO 20HP PUMP PANEL BY ELECTRICAL CONTRACTOR. 16 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM ROLLER CANCEL SWITCH AT ± 12" B.F.F. TO ROLLER CALL—UP BY ELECTRICAL CONTRACTOR. 17 (2 PLACES) 3 WIRES, CONDUIT AND 24VAC CONNECTION FROM ROLLER CALL—UP AND AIR -220 NO—TOUCH PANEL TO RELAY STATION BY ELECTRICAL CONTRACTOR. 18 (4 PLACES) 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM CTW-5 PANEL, 20HP PUMP PANEL, WAX MACHINE, AND BLOWER PANEL TO RELAY STATION BY ELECTRICAL CONTRACTOR. 19 (3 PLACES) 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM UNDERCARRIAGE, SOAP FOAMER (AIR), AND SOAP FOAMER (WATER) SOLENOID VALVE TO RELAY STATION BY ELECTRICAL CONTRACTOR. 20 (2 PLACES) 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM SPINNER AND FRESH WATER MAKE—UP SOLENOID VALVE TO 20HP PUMP PANEL BY ELECTRICAL CONTRACTOR. 21 (2 PLACES) 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM ELECTRIC EYE SENSOR EMITTER & RECEIVER TO ELECTRIC EYE PANEL BY ELECTRICAL CONTRACTOR. 22 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM ELECTRIC EYE PANEL TO ROLLER CALL—UP BY ELECTRICAL CONTRACTOR. 23 MISC. WIRE CABLES FOR NO—TOUCH FEATURE TO AIR -220 NO—TOUCH PANEL BY ERECTOR. 24 NOT SHOWN (VERIFY QUANTITY) 2 WIRES, CONDUIT AND 24VAC CONNECTION FROM ALL TUNNEL WATER SUPPLY SOLENOID VALVES (PROVIDED BY OTHERS) TO RELAY STATION BY ELECTRICAL CONTRACTOR. CD � a 1— o� � V w O r o LO LO W r- 00 (5 C/D II cr�a z z rn w dam- d0- L�J U) ' w (O 00 C 7 " r z U � � c.D � N W r-)- v) w CD � w Z O CID =__j � O LJL j 1c -�L � I— C❑ � CA Z LLJG W Q Z U CDccl v LLJ rz ryLL_ Q CD W I, Cn ¢ to 4 C) Q z cn CD cD o Li d'Z O Q N (n CC O W p_ O V W m O F -- F- O z W w Q V) 6 W ❑ Z 4 U7 V) W ❑ ❑ L Q Q W O Qza Ja W W W L z IL 0 U oRm ALEX M. N/S Corporation DATE 6-13-2001 scn�E 1/4-=l �--0" J Ul 11 Z s iJ z s W 0 0 "L O ❑ Q z 0 W Cl } z Q ul Z 0 v) z W L JK BJR DWIL —2001 ALE ED EET Of 22 w C.7 Ex Oil LO W r- 00 N N C/D II C� dam- d0- �w d - O Ld Q ryLL_ Q � p Z O0 d'Z O Q N (n L JK BJR DWIL —2001 ALE ED EET Of 22 N ■ NOTE: 1. PLUMBING CONTRACTOR IS TO PROVIDE ALL PIPING SHOW AND CALLED FOR ON THIS DRAWING, INCLUDING ALL CONNECTION TO EQUIPMENT. 2. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN APPROVED PRESSURE TYPE BACKFLOW DEVICE ON THE FRESH WATER LINE PRIOR TO ANY INDUSTRIAL WATER CONNECTIONS TO CAR WASH EQUIPMENT. 3. PLUMBER IS TO PROVIDE AND INSTALL A SHUT—OFF VALVE (BALL VALVE) AND UNION PRIOR TO ANY CONNECTION TO EQUIPMENT. 4. PLUMBER IS TO PROVIDE ANY ADDITIONAL VENTS THAT MAY BE REQUIRED BY CODE FOR DRAIN LINES. 5. THE PLUMBING ROUTING IN THIS DRAWING IS IN DIAGRAM FORM. ROUTING OF PLUMBING IS BY PLUMBING CONTRACTOR. These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for prelliminary planning and bidding purposes. N/S does riot accept any responsibility for the accuracy, errors and omissions on said drawings. PLUMBING PLAN 0-- 1 1/2" 0 WATER LINE FROM FRESH WATER SOURCE TO 20HP BLAST PUMP HOLDING TANK WITH BALL VALVE AND SOLENOID VALVE (BY N/S CORP) BY ELECTRICAL CONTRACTOR. O2 -- 1 1/2" 0 WATER LINE WITH SOLENOID VALVE FROM 20HP BLAST PUMP OUTLET TO SPINNERS AT ± 9' A.F.F. BY PLUMBING CONTRACTOR. �— 1/2" 0 WATER LINE FROM WATER SOURCE TO SOAP FOAMER BY PLUMBING, CONTRACTOR, 1/2 0 AIR LINE WITH BALL VALVE AND FNPT FROM AIR SOURCE TO SOAP FOAMER BY PLUMBING CONTRACTOR. 1 1/2" 0 WATER LINE FROM WATER SOURCE TO MACHINE MANIFOLD BY PLUMBING CONTRACTOR. (2 PLACES) 3/4" 0 WATER LINE FROM WATER SOURCE TO MITTING TANKS BY PLUMBING CONTRACTOR. Q)_ (2 PLACES) 1/2" 0 AIR LINE FROM AIR SOURCE TO MITTING TANKS BY PLUMBING CONTRACTOR. 8O— 1" 0 WATER LINE FROM WATER SOURCE TO PRE—FINAL RINSE ARCH BY PLUMBING CONTRACTOR. 3/4" 0 WATER LINE FROM WATER SOURCE TO FINAL RINSE ARCH BY PLUMBING CONTRACTOR. 10 3/4" 0 LINE FROM FINAL RINSE/DRYING AGENT SOURCE TO FINAL RINSE/DRYING AGENT ARCH BY PLUMBING CONTRACTOR. 11 1/2" WAX LINE FROM WAX SOURCE TO WAX MACHINE. 12 1/2" 0 AIR LINE WITH BALL VALVE AND FNPT FROM AIR SOURCE TO WAX MACHINE. 13 3/4" 0 WATER LINE FROM SOURCE TO SEALER WAX ARCH BY PLUMBING CONTRACTOR. 14 3/4" 0 WATER LINE FROM SOURCE TO CLEAR COAT PROTECTANT ARCH BY PLUMBING CONTRACTOR. 15 1/2" 0 AIR LINE WITH BALL VALVE AND FNPT FROM AIR SOURCE TO AIR 220 BLOWER CONTROL PANEL BY PLUMBING CONTRACTOR. 16 3/4" 0 WATER LINE WITH SOLENOID VALVE (BY N/S CORP) FROM WATER SOURCE TO UNDER CARRIAGE WASH BY PLUMBING CONTRACTOR. 17 1/2" 0 AIR LINE WITH BALL VALVE AND FNPT FROM SOURCE FOR ROLLER CALL—UP BY PLUMBING CONTRACTOR. 18 2" 0 WATER LINE WITH BALL VALVE FROM HOLDING TANK TO BLAST PUMP BY PLUMBING CONTRACTOR. 19 1/2" 0 WATER LINE FROM SOURCE TO WAX MACHINE BY PLUMBING CONTRACTOR. M" ALEX M. DAIS 6-13-2001 N/5 Corporation z F F= SME 11/4"= 1' -Q" E vi z c� W W 0 0 z Q v; W 0 IL 0 W rn W Z CL 0 U �Vi rn z 0 z z i w 0 rr z 0 r= a a z z CD U z F F= � n Z o v LIJ C7 0 I• r1 _ aLLJ c-1 o Q W ~ w rn rr7 r� Ed Z 00 L� CDOf Z � �_ O U LTJ r"7 Ln w0 LLj CD = Z Lj Z O LL Cn ¢ fm O S M�z O m C/) z z LLA w Z_ Qr1 oc U ��- co mi cin � a ¢ W � cn ¢ cn o < Z Q 0::: �a o zo d- z O N (n DRAWN SJ G DJ K BJ R DATE 7-30-2001 SCALE NOTED SHEET A-8 of 22 J LLa U LL x o� I• r-00 NN N N rr7 r� �J d0- d0- Q4 d- 44 O C/) Ld V)V) w � DRAWN SJ G DJ K BJ R DATE 7-30-2001 SCALE NOTED SHEET A-8 of 22 J LLa U LL x o� I• r-00 NN N N rr7 r� �J d0- d0- Q4 d- 44 O C/) Ld V)V) J1- j These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for preliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. NOTE: ENTRANCE SLAB TO BE LEVEL FOR APPROX. 20'-0" FROM START OF CORRELATOR 1/2" 0 ELECTRICAL 2" 0 CHASE PIPE CONDUIT BY ELECT- FOR AIR LINE BY 1/2" 0 ELECTRICAL 1' 0 ELECTRICAL RICAL CONTRACTOR. CONDUIT BY ELECT - 2' -6" 1'-6" CONDUIT BY ELEC- CONTRACTOR. STUB -UP 6" A.F.F. RICAL CONTRACTOR. `�" TRICAL CONTRACTOR TUB -UP 6" A.F.F. STUB -UP 6" A.F.F. 1" 0 ELECTRICAL--_STUB-UP 6" A.F.F. CONDUIT BY ELEC- TRICAL CONTRACTOR � \\ �� I I 1 2' I I 15'-6" � ��` 12'-6" - STUB -UP 6" A.F.f.------ - -I - -�---- -- --------- T -------------------------------------,------------------------------------ -- --------- 4 0 DRAIN PIPE FOR -� 4" 0 CHASE PIPE FOR3/4" 0 ELECTRICAL II l \\\ �� 2"x4' LG DRAINWAY MITTING TANK SLOPE J UNDERCARRIAGE WASH I I 2"x4' LG DRAINWAY CONDUIT BY ELEC- II w j SLOPE TO TO CONVEYOR SHELF I I w BY CONTRACTOR. I I SLOPE TO D > " BY CONTRACTOR. CONVEYOR TRENCH TRICAL CONTRACTOR Ill ---C-, ` \\ w 3%3%3�8" Al,GLE WITH CONVEYOR TRENCH I I FINISH FLOOR I I TYP. �� \ STUB -UP 6' A.F.F. " ! \\ �— FINISH FL0 w 1/2°x3' LG -BAR (TYP. ) I I I I ( ) V SLOPE UP 1 PER 40 FEET 4 r icy 6" 0 DRAIN PIPE SLOPE ,� \\ SLOPE UP 1 PER 40 FEET 24" O.C. BY CO TRACTOR I I I I V DOWN TO CLARIFIER OR-- - --- I I �— CONVEYOR SHELF Ce V O SEWER BY CONTRACTOR \\ CONVEYOR SHELF CONVEYOR SHELF I V I I I II SLOPE UP 1 PER 40 FEET % SLOPE UP 1" PER 40 FEET SLOPE UP 1" PER 40 FEET �_ - -- I c9 - - - - - - - ----- - - - - - - - - - CONVEYOR TRENCH - - - - - - \\ -GONVEYOR-TRENCH - CONVFYOR_TRFNCH - - - - - - - SLOPE DOWN 3/16" PER FOOT - - ---- SLOPE DOWN 3/16" PER FOOT SLOPE DOWN 3 16 PER FOOT V T EQUIP CD I I 2"x4' LG DRAINWAY -= I A I \\ " -� FINISH FLOOR I I w SLOPE TO I " V ^ \\ d j ,> > CONVEYOR TRENCH iso I 3"x3"x3 8" ANGLE WITH �IcJ SLOPE UP 1 PER 40 FEET II V \\ w _ w ( TYP. ) I 1/2 "x3 LG RE -BAR 0 O FINISH FLOOR I I J 24" O.C. BY CONTRACTOR ------ \\ I- SLOPE UP 1 PER 40 FEET I I 1 -------------** SEE DETAIL E ** j I� L ------ -\\------------------------------------------------------------------N------------------------------- -V - - ----------- 'a, \\ I I s \\\ 4" 0 DRAIN PIPE FOR --1 I 12' (TYP.) I 12' \\ MITTING TANK SLOPE \\ TO CONVEYOR 'FRENCH -�` - \\— SLOPE SLOPE BY CONTRACTOR. SLOPE 10, IIB) -1 3' 2" 90 LENGTH OF BUILDING 90' LENGTH OF CONVEYOR PIT 90' LENGTH OF CONVEYOR PIT rn 3'-2" 6" 0 DRAIN PIPE SLOPE DOWN TO CLARIFIER OR SEWER BY CONTRACTOR NOTES : 1. ALL CONCRETE WORK, PITS AND DRAINS ARE THE RESPON- SIBILITY OF OTHERS. REINFORCING TO BE IN ACCORDANCE WITH CONTRACT DRAWINGS. 2. ANY SPLASH WALLS ARE THE RESPONSIBILITY OF OTHERS. 3. ANY TRENCH AND PIT GRATING IS THE RESPONSIBILITY OF OTHERS. 4. ANY RAIN DIVERTER SYSTEM IS THE RESPONSIBILITY OF OTHERS, 5. ALL VENTS AND TRAPS TO CONFORM WITH CITY REQUIRE- MENTS BY OTHERS. 6. FOOTING SIZES AND SLAB THICKNESS ARE SUGGESTED MIN- IMUM ONLY. ALL LOCAL CODES AND REGULATIONS MUST TAKE PRECEDENT. 7. ALL ANCHOR BOLTS ARE THE RESPONSIBILITY OF OTHERS. RECOMMENDED ANCHOR BOLTS ARE AS FOLLOW: 3-1/2" LONG ANCHOR BOLT FOR A 4" CONCRETE SLAB 5" LONG ANCHOR BOLT FOR A 6" CONCRETE SLAB. *** N/S CORPORATION WILL NOT BE RESPONSIBLE FOR INCOR- RECT OR UNAPPROPRIATE CONCRETE FOOTING OR SLAB. SECTION THRU CONVEYOR TRENCH r"x2"x12" LG FLAT BAR BY CONTRACTOR 1 i"x1 i"xe" ANGLE FvIN COVER PLATE BY CONTRACTOR ** FIELD INSTALLED ** I 1 i"x1 i"xe" ANGLE FOR COVER PLATE BY CONTRACTOR ** FIELD INSTALLED ** 1 i"x1 i%e" ANGLE FOR COVER PLATE BY CONTRA ** FIELD INSTALLED ** 1.1 1 i"x1 i"xe" ANGLE FOR COVER PLATE BY CONTRACTOR ** FIELD INSTALLED ** OPE WAWN ALEX M. N/S Corporation DATE 6-13-2001 SCALE 11/4"=V-0" z L J n J L_ 7�f 0 z z :J a 7 z Z w 0 c� "L I_ z 0 0 z W M 11 I� w 0 z r LLJ U O r'� U P-1. O T-- CSV O� O W 00 � F-4 r, DO ��a zz� � Wim- T Ew� 00 CJ n E] [� ca O v Z � N w r� cn a cr Q) z LJ z Cly Ln LJ o m N O LLA O z Z z z E w =E CD = a O C/) W a ¢ V) o LLJ ME C/7 �C OR' §1 F'-: �F �2 E! Q Z O LL .+wd O Q N fn 4 11 I� w 0 DRAWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A— 9 of 22 A LLJ U EX Q LL_ 00 � r, DO N CNN � n� II 00 Q4 d Pq O W E- C/) ►may Cn > N Q Q Z O LL d Z O Q N fn DRAWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A— 9 of 22 A M x w c� J U W U Fwi. vi W �^��] d — -L z O z r� c d C-� n a F— P—� En 0 z z C � LLJ LTJ a �O 0 �r C7 L CD 2� =�o U a C)fW rNr7 V7 C3 � L_ Z V)LLJ LO 0 � a_ C7 c:D Li. m m L L Z W_ rK Q a n d z a W Q Z CIO O M x w c� J U W U Fwi. vi W �^��] d — -L z O r� w d m O F o z O v P—� En 0 z z C � LU m 0 W m "9 Z O a w� S ui m w m � o z Q m W Of O U Aol Q Z O U L.I U W O Z Q zw FS O F- U W Q' W' W L� L:) W m J J 4 x r w k� U z O F- a z t - m z 0 z w a r z 0 z a cn z O En z w 0 a U N Wr 3 O w U z w C] w U W a Q x ¢ x z a W W DRAWN SJ G DJ K BJ R DATE 7-30-2001 SCALE NOTED SHEET A-10/22 z 4 O a zW oa � a cn a Er z W C a. F za LL r - S LL a HAND CAR WASH w2 � a a X U 2 .. W C F Z � U os C _ _._I Z _ — T __ t l.� -_� w� y m_ .... _� .......�.. _ r F c cwe � Q C �LL `- L C O L NORTH ELEVATION �� LLJ rL- QF z c of zF ¢i U � Ld�c Uc o: FLc O Uc w� L O _ f o, z� we ¢i �c c d f Dl I 11111�lll llllill1111111111111HIll11 l L (01 ¢' J . 4 ; W U7 � W � Ui U� a. o' al I W 0 Z� Q LdU) �I ......... r � L i L CD ui EAST ELEVATION LIEW of uj a ui O � oo O O r � o V v> CJ r .- N C Q C �LL `- L C O L NORTH ELEVATION �� LLJ rL- QF z c of zF ¢i U � Ld�c Uc o: FLc O Uc w� L O _ f o, z� we ¢i �c c d f Dl I 11111�lll llllill1111111111111HIll11 l L (01 ¢' J . 4 ; W U7 � W � Ui U� a. o' al I W 0 Z� Q LdU) �I ......... r � L i L CD ui EAST ELEVATION LIEW of uj a ui O � G O O O r � o V v> CJ r .- N C o v LL a a LLJ -Dv N r - C/7 r, CD zwm l�►�J � 00 G O � I� pp LU D Z Z J cn J co W N � Z Q r~ d C J N El - 2D o � � `� N O cn o cD O cm U) N Q ® �.1._ Qn L z a g L I r �J Z 0 LMAWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A-11 /22 W U L� X LL -O LCL. l�►�J � 00 � I� pp NN 04 C\l r r, 00�- � o Ld U) N Q ® �.1._ Qn a— O Li - Z O Q N (n LMAWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A-11 /22 vi Z ¢ J W W 7- F -- z F - Z O ED Z W a a a z z a F 0 U W a Ln0 z vi z 0 F - zz 0 U Z Q Z W W FE L C) Z O F 4 z z a u- 0 U Z P a Z G W u - F= Q Z W m F- il il W u 0 W W V7 D � "L 4 m L- O Li Z L O (0 I W W d 1 z Z O ` d 2 O W U O Q O z Z W L_ d W O W I I m m p O inLLJ kay �7 Ld W O a a V �t- w� 7 J z¢ O F- U a Ld Z z O U w Vr ` DRAWN SJGDJ KBJR DATE 7-30-2001 �SCALE N SHEET A-12/22 LL. X � L- O Li Z L (0 I Q 1 LO 000 r-- W W N N W I I m p �7 d0 dQ a � �t- Z a 0 Ld 2 z Q � cn W � o � wN Q � � QN DRAWN SJGDJ KBJR DATE 7-30-2001 �SCALE N SHEET A-12/22 MOUNTING HEIGHT SCHEDULE: UNNUMBERED NOTES APPLY TO THIS SCHEDULE IN A GENERAL SENSE. NUMBERED NOTES APPLY TO A SPECIFIC CIRCUMSTANCE WHERE INDICATED AND TAKE PRECEDENCE OVER UNNUMBERED NOTES lz WHERE A CONFLICT EXISTS BETWEEN THE TWO. t -- r HEIGHTS SHOWN ON THE DRAWINGS FOR A SPECIFIC ITEM TAKE PRECEDENCE OVER HEIGHTS INDICATED ON THIS SCHEDULE. c; HEIGHTS REQUIRED BY THE CURRENT EDITION OF THE AMERICANS WITH DISABILITIES ACT AND ANY OTHER APPLICABLE STANDARD, CODE, AND ORDINANCE TAKE PRECEDENCE OVER ALL DIMENSIONS STATED ON THESE DOCUMENTS. c a HEIGHTS REQUIRED BY EQUIPMENT SUPPLIERS TAKE PRECEDENCE w z OVER ALL OTHER DIMENSIONS. c Er. Lr ALL HEIGHTS ON THIS SCHEDULE AND ON THE DRAWINGS ARE FROM FINISHED FLOOR OR GRADE TO TOP OF EXPOSED a PORTION OF ITEM (IE. COVER PLATE, HOUSING, OR ENCLOSURE.) z MAXIMUM ACCEPTABLE TOLERANCE OF ALL DIMENSIONS ID +- 1/16 INCH a 3 ITEMS IN TILE SURFACES SHALL BE INSTALLED AS CLOSE AS POSSIBLE ull TO THE DIMENSION GIVEN AND SHALL BE HORIZONTALLY AND VERTICALLY a CENTERED AND ALIGNED WITH THE TILE JOINTS. x LOCATE CEILING MOUNTED ITEMS AS SHOWN ON THE ARCHITECTURAL REFI ECTIVE CEILING PLAN(S). WHERE ITEM IS SHOWN ON ELECTRICAL PLAN u AND NOT ON REFLECTIVE CEILING PLAN, CONSULT THE ARCHITECT z AND LOCATE ACCORDINGLY. 114 WHERE INSTALLATION ABOVE COUNTER IS INDICATED, INSTALL ITEM O'-1" IS LOCATED ABOVE THE SAME COUNTER. INSTALL EXIT SIGNS SHOWN WALL MOUNTED ABOVE DOOR O'-1" FROM TOP OF DOOR FRAME TO BOTTOM OF FIXTURE. PRIOR TO BOX INSTALLATION, VERIFY THAT SUFFICIENT WALL SPACE ABOVE THE DOOR IS AVAILABLE. CONSULT THE ENGINEER PRIOR TO RELOCATING SIGNS TO THE CEILING DUE TO INSUFFICIENT SPACE. 1. IN MECHANICAL ROOMS AND OTHER NONPUBLIC AREA' SWITCH WITHIN EASY ACCESS OF EQUIPMENT CONTROL IN EXTERIOR AND OTHER PUBLIC AREAS, INSTALL SWI1 NON -CONSPICUOUS YET VISIBLE AND EASILY ACCESSIE 2. REFER TO THE DRAWING FOR MOUNTING HEIGHT, WHER NO HEIGHT IS GIVEN, CONSULT THE ENGINEER. 3, OBTAIN MOUNTING HEIGHT FROM POWER COMPANY. 4. INSTALL SO THAT CENTER OF SIGNAL IS 80" A.F.F. OR BELOW THE CEILING, WHICHEVER IS LOWER. ITEM & HEIGHT DISCONNECT SWITCH (NOTE 1) JUNCTION BOX 1'-8" LIGHTING FIXTURE (NOTE 2) METER SOCKET (NOTE 3) PANEL BOARD 6 -6" RECEPTACLE V-8" RELAY 6'-6" TELEPHONE OUTLET 1'-8" TELEVISION OUTLET 1'-8" WALL SWITCH 3'-4" FIRE PROTECTION LEGEND: �7_2 EMERGENCY LIGHT 4- EXHAUST FAN w/ LIGHT FEXITI EXIT SIGN z ¢ MONITOR SENSOR CE=- FIRE ALARM BEACON D w/ LIGHT & SPEAKER ® PULL DOWN BREAK GLASS o a FIRE ALARM CONTROL F.E. DIMMER SWITCH Q' FIRE EXTINGUISHER ELECTRICAL LEGEND: ® EXHAUST FAN 4- EXHAUST FAN w/ LIGHT 0-- 110V OUTLET z ¢ 220V FLOOR OUTLET CE=- 220V OUTLET D TELEPHONE JACK -�} SURFACE MTD. INCANDESCE SWITCH �O DIMMER SWITCH 3 3 -WAY SWITCH Q� TELEVISION CABLE ® SMOKE DETECTOR GARAGE DOOR OPENER ® FLUORESCENT STRIP W FLOOD LAMPS z oo C7 -o DIRECTIONAI INCANDFSCF. ::D RECESSED INCANDESCE. INTERCOM Q 110V FLOOR OUTLET p ALARM KEY PAD _J CIJ J PUSH BUTTON W DOOR BELL ASSEMBLY OCEILING ::E U 3:: 3 PADDLE FAN QD z z CD z am� CEILING PADDLE FAN OW/ LIGHT WALL -PACK LIGHTING 6 CC n V r c LL z c: v a LL c r r LL 4 c z w c a c c Ll0 LL LL z z a z a z a w c� z w a V) 6 on0 0 z d vi d w O v; z a a w w VA T 0 U En of Ln ELECTRICAL PLANrr r 1/4"—1 o" uj w 17 - vi vi z a ii w V) w z 0 0 z X d Li 0- a - (n a d z 0 F a U U w d N 0 z a V; 0 F VF z 0 V) z Li a r 0 w z 0 r a a r z a U- 0 c� z z cn w 0 0 z W m ne W U- hA vi 0 z m 0 Li x r 0 0 z 0 F z 0 U 0 Z a V) z 0 V) z ulx 0 Ll Ld m z 0 a - w rr 0 z d a T W rr 0 r. U d z 0 U ujU w 0 z a Li 0 fy W m J a 2 } tr LA r 0 z 0 0 F_ 0 V) z 0 r z a 0 a En z 0 V) z w 0 w a U W >o 0 z w 0 W U W 4. d x J J a x V) z 0 V) z Li 0 C3 U O ~ CD r� O z ¢ v Co Ex Uo r 0Q O LL_ W z CV r�� Q 00 1'- Q� N N w �� o W : c w z oo C7 -o z CD ::D CD v LZ o o z _J CIJ J V7 W J f-� 0 ::E U 3:: 3 LTJ m z z CD z am� w w o Of Q r [):f U o 0_ v m o zif = a C� Q Lli¢ _ V)ul o o N CD ZO LL d- Z G� SJG DJK BJR DAIL 7-30-2001 SCALE NOTED SHEEP A- 13/22 Ld Ex 0Q O LL_ 00 r-, 00 N N cn 00 4 O `r LTJ 1 V) LLJ N C� Q (Y LL � 0 ZO LL d- Z O Q N (n SJG DJK BJR DAIL 7-30-2001 SCALE NOTED SHEEP A- 13/22 Z g vi wa J-j W U W u; z � Z W Z W oa a w o ww. zo ¢ w F Q a cn U c\I o o w v N v r- -27: - 3 swan C~�i � z ------ wo W �� o w o' ckf NOTE: CLARIFIER MUST BE I 1 x ¢ - cwGa U 0 o LOCKERS WITHIN 25' OF RE- L - - - - - - - - _ - 1 W z r- Lj FI: CLAIM PUMP INLET 6'0X7'0 ROLL UP DOOR � F , � J � o (.0 LLJ V 0 zuj TORAGE TAN ORAGE TAN o z z z w Q z j BY OTHERS BY OTHERS a U ® N C z mt z cn a o cl ME w ¢ v� Q cl ME � � 4 ¢ d = d F- F ra Lo z �0 ca �jli I I 1 I I I SII I I IIS 1 o II � II � � � 7 ❑ II I � IMI �� `� 111111 II 1 111111 I I/ W ` I I — 11 I I I I I � Oa- I II II II I II I I I \ Z SII I I IIS II II II I I SII I I IIS I CARWASH TUNNEL , II I I II 1111 I1 I I II I I II I I W w III III II 1111 1 11 I 111111 II _ _ _ _ _ _ Ldz EQUIP ¢ w om II I I II I I II II I I II I I II I I }�Z cr o c� x',ry SII 1 I IIS �\ �,� II I X11 1111 I\� 0 LJ `� — — -� G W ¢ - E 20 ¢ 0 Z 4 _ZO Q Fri CW7 O 1 Z z ¢ D T Z Up '11 � U d d o¢ w -' W Z �. M w O �o C) Z f, <mC2 w o cn N ti wwcl Ld o� Z W r NA �¢ w(n z4 o I. 00 0U o v _ ¢ U LL X viC - Q w op OL 0z a < L'i In 00 W o '� f� 00 z� NN w L Ld HVAC PLAN N N o f O O "of: ic a d' d' Li � Irk z� ¢ p �z O C/�o LLJ 0z oUAr` 0 c j N z 1 �¢ Q� Q (n CL LL_ ZZ w Q in z Q �w wo _� ZO a Wv"id-Z per OQ wo C4W V) L', z U " z DRAWN o 0 SJG DJK BJR JW 1 7-30 2001 r z SCALE NOTED ¢ w SHEET cn z A-14/22 fn O ! co r u O d r 2'-0" OVERHANG t TRUSS NOTES: 1) TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. TRUSS DESIGN SHALL INCLUDE PERMANENT BRACING AND SUPPORT FOR ROOF TO PERFORM AS A DIAPHRAGM WITH THE BUILDING STRUCTURE AND ALSO TO RESIST OTHER REQUIRED LOADING CONDITIONS. PROVIDE SHOP DRAWINGS TO CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER. 2) TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAYOUT" INDICATING THE LOCATION OF THE TRUSSES, BEARINGS, TRUSS SPACING, PITCH, BRACING LOCATION AND OTHER INFORMATION DEEMED PERTINENT, FABRICATOR SHALL SUBMIT "FRAMING LAYOUT" TO CONTRACTOR WITH BID FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND PROPER TEMPORARY AND ERECTION BRACING. 4) TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY CONTRACTOR IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED. 5) PROVIDE HURRICANE ANCHORS PER GOVERNING CODE AND REGULATIONS, AND AS INDICATED ON ENGINEERS TRUSS DRAWINGS. — — V It —I It It 11 %\ ROOF PIAN 1/4"= 1 --0" NOTES: SPAN RATED ROOF SHEATHING ATTACHED WITH 8d NAILS 6" O.C. AT SHEET PERIMETER AND 12" O.C. AT INTERNAL SPACING, STAGGER END AND INTERNAL JOINTS. BLOCKING @ 48" O.C. MAX. IN FIRST 3 FRAMING SPACES AT GABLE ENDS, TYP. I z Z- tri rz w J Wa -i Ld vio 0Z z O W EL Ln a N Q � N Z W O aF w U � W CL 11)� o CL w vi Wz x� F. F LD Z z Z O ¢V) Q] Z 00 - to oW li �o i W 40 LL ErO 0 �z o F }a Z M Qa or 7 L IJ L� 00 In C7 V) Q Ln � O z w O W W LjF O Z W fy ID O z l) w C) c -q Z V) O o J _O V) nW 0 Z �] U O O Z F= f` U LLJ Q l• � (J-1 O N � OW W Z Nib C-) �? O G Z cn _ W U w a V) oa Z O C� d CDui U W Cin r a CS� o z CD LJ� z � Cl _ F— Ci] L U z `ai rz w CD i Z_ _ Q r F=' 1 d (� O a U L W =D G L a LLJ rr F- V7 ME � (n < mf: a �t+au V"Ya AWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A-15/22 111 W U Q4 LL x O LL. I\ I\ y T Lr) 00 N N .. rN rro 00 O I` Ld r - N Q CL p Z O L>, tet- z OQ N (l) AWN SJG/DJK/BJR 7-30-2001 SCALE NOTED SHEET A-15/22 POWERS STEEL FOR SPLIT -FACED BLK HEADERS L -------J 5'0X8'0 ROLL UP DOOR LD 1 J x J GRAVITY V]. X LD No. x tY w 8178-00 8F12 -OB 8F16-08BF20-068F24-OB8F28-OB F32 -OB POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT FACED BLK HEADERS POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS 8" PRECAST & PRE STRESSED U -LINTELS w O GRAVITY V]. W O LATERAL No. LENGTH TiPE tY w 8178-00 8F12 -OB 8F16-08BF20-068F24-OB8F28-OB F32 -OB 81`12-113 81`16-113 8F20-18 8F24-10 8F28-10 8F32-10 L 1 2'-10'(34") PRECAST � o U.W 3166 4473 6039 7526 J = 10472 11936 3166 4473 6039 7526 9004 10472 11936 w x J 3'-6" (42") PRECAST 2302 3138 3377 V) m 6001 7315 8630 9947 V) M W W O 5U_ U w 11936 L 3 4'-0" (48") PRECAST 2029 a 2496 3467 4438 5410 J rl 7358 2646 4473 6039 7526 9004 10472 11936 L 4 V) 1651 1787 1913 (If LLJ 3403 4149 4896 5644 �D O 9668 L5 - 5' " 6 ' 4 4 PRECAST 1184 W 1301 1809 2317 2826 J = 3846 1665 2889 5057 6096 5400 6424 7450 L6 L ENTRY 9 72 1000 1059 1474 V) M 2304 272 1 3137 1459 2464 1,144 5458 4437 5280 U] ED W L 7 " ) PRECAST 6'-6 " (78 f 937 1255 v [If 2746 3358 3971 CLU I- WOf O Q 90 7 -633 „ (90") PRECAST 0- LL w 675 2385 1994 V) J = 3995 3 8 1029 1675 2610 3839 5596 6613 5047 L 9 LJJ Y F- J 573 532 1049 1469 V) 10 1462 1754 2027 768 1212 1818 2544 3469 4030 V) 0 rY L 10 10'-6'(126") PRECAST 456 482 O W Q 1125 915 1122 1328 O Q_ 658 1025 1514 2081 2774 3130 2404 L 11 11'-4'(136") PRECAST J 0_ 598 935 1365 1854 Ell 1793 2075 598 935 1365 1854 2441 3155 .4044 L 12 12'-0'(144") PRECAST 414 545 864 POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS 8" PRECAST & PRE STRESSED U -LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS UNTELSCHLDULE- 8" PRECAST & PRE STRESSED U -LINTELS w O GRAVITY U W O LATERAL No. LENGTH TiPE 81_18BFB-16 8178-00 8F12 -OB 8F16-08BF20-068F24-OB8F28-OB F32 -OB 81`12-113 81`16-113 8F20-18 8F24-10 8F28-10 8F32-10 L 1 2'-10'(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 L 2 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 L 3 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 L 4 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 .7526 9004 10472 9668 L5 - 5' " 6 ' 4 4 PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 L6 5'-10'(70") PRECAST 9 72 1000 1059 1474 1889 2304 272 1 3137 1459 2464 1,144 5458 4437 5280 6122 L 7 " ) PRECAST 6'-6 " (78 f 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 71,34 90 L 7 -633 „ (90") PRECAST 767 1029 675 2385 1994 2439 2886 3995 3 8 1029 1675 2610 3839 5596 6613 5047 L 9 9'-4" (112")PRECAST 573 532 1049 1469 1210 1462 1754 2027 768 1212 1818 2544 3469 4030 3127 L 10 10'-6'(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 L 11 11'-4'(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 .4044 L 12 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 L 13 13'-4'(160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 L 14 14'-0'(168") PRECAST 838 Ill 611 919 1462 1087 1260 455 700 1003 1330 1714 2153 2666 L 15 14'-S" (176") PRE STRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 L 16 15'-4" (184") PRE STRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 L 17 17'-4" (208") PRE STRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 L 18 19'-4" (232") PRE STRESSED N R NR NR NR NR NR NR NR 240 400 1 750 1090 1400 1720 2030 L 19 21'-4" (256") PRE STRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 L 20 22'-0" (264") PRE STRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 L 21 24'-0" (288") PRE STRESSED N.R. NR NR NR NR NR NR NR 130 240 47D 720 1030 1350 1 1610 POWERS STEEL FOR SPLIT -FACED BLK HEADERS UNTELSCHLDULE- 8" PRECAST & PRE STRESSED U -LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS HEADER "REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS w O UPLIFT U W O LATERAL No. TYPE LENGTH 8F8 -1T 81712-1T BF16-1T 8F20 -1T 8F24 -1T 8F28-1 T 8F32-1 T 8U8 2021 81`8 2021 SF8-2T 81712-2T 81716-2T 81720-2T 81724-2T 8F28 -2T SF32-2 2727 2878 4101 5332 6569 7811 9055 L 1 2'-10'(34") PRECAST 2727 2784 3981 5190 6407 7630 8857 L 2 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 .2215 3165 4125 5091 1 6061 7036 L 3 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 L 44-'-6" 5 „ 4,6 ( 4 )PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 L 5 5'-4" (64") PRECAST 1393* 1484 2110 , 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 L 6 5'-10'(70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 L 7 ,, _ , 6 -6 (/8,) PRECAST 114 1* 1 200 1 733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 L 8 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 1 2797 3245 L 9 9'-4" (112")PRECAST Sall 612 980 1269 1560 1652 2144 454 630 801 755 1192 1550 1910 2271 2634 L 10 10'-6'(126") PRECAST 716* 498 793 1 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 L 11 11'-4'(136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 L 12 12'-0'(144") PRECAST 607* 400 631 816 1001 1 1186 1372 340 494 631 486 818 1209 1514 1799 2086 L 13 13'-4'(160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 L 14 14'-0'(168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 L 15243 14'-8'(1%6") PRE STRESSED[) 295 459 591 724 857 990 N.R. 357 243 352 582' 852 1156 1491 1742 L 16 15'-4'(184") PRE STRESSED 228 278 430 553 677 801 925228 N.R. 327 329 542 791 1072 1381 1676 L1717'-4"(208") 1T-4"(208") PRE STRESSED 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 L 18 19'-4"(232") PRE STRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 L19 21'-4"(256") PRE STRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 607 993 L 20 22'-0'(264") PRE STRESSED 140 180 268 343 418 493 568 N.R. 161 1.37 205 322 457 607 771 947 L 21 24'-0'(288") PRE STRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 POWERS STEEL FOR SPLIT -FACED BLK HEADERS HEADER "REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR UI -LINTELS w O GRAVITY U W O LATERAL NO. TYPE8RF6-013 LENGTH BRU6 8RF10-0 BRF14-0 6RF18-0 8RF22-0 8RF26-006RF30-0 8RF6-1B 8RF10-18 8RF14-16 8RF18-18 8RF22-1 8RF20-10 8RF30-1 LD 1 4'-4" (52") PRECAST 1489 1591 3053 9 2982 3954 4 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 LD 2 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 1 4982 6472 7947 9416 10878 LD 3 5-8 „68 „ PRECAST 785 832 1602 1 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 LD 4 5'-10''(70") PRECAST 735 779 1500 1449 1924 2400 8 2 76 3 352 1103 2051 3811 6472 6515 5450 6411 LD 5 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 LD 6 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 rLD 7 9'-8" (116")PRECAST 371 420 834 1253 1071 1342 1614 .1866 535 928 1 1497 1 2179 2618 3595 2875 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR UI -LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS PLAN - 1/4"=1' -O" POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS GENERAL NOTES MATERIALS SAFE LOAD TABLE NOTES 1. Provide full mortar head and bed joints. 1. f'c precast lintels = 3500 psi. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing len th is less than 6-1/2". 2. f c re stressed lintels = 6000 psi, � 2. Shore tiled lintels as required. P P 3. Installation of lintel must comply with the architectural and/or structural drawings. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate, 2 Safe loads for all recessed lintels based on 8 nominal bearing, 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 si, vertical cel reinforcing arid grouting. 9 P v I r inc l y g 5 P 4. Safe loads based on grade 4D or grade 60 field rebar. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and �. Rebar provided in precast lintel per ASTM A615 GR60, 5. Additional lateral load capacity can be obtained b the designer b providing longer with a nominal height of B" meet or exceed L/180. Field rebar per ASTM A615 GR40 or GR60. p y y 9 y p 9 additional reinforced masonry above the recast lintel. 6. Pre stressing strand per A51h1 A416 rade P 6. Bottom field added rebar to be located at the bottom of the lintel cavity. y 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 270 low relaxation. P 9 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 8. Cast -in-place concrete may be provided in cornposite lintel in lieu of concrete masonry units. 7. 7/32 wire per ASTM A510. N.R. = Not e d signer may evaluate concentrated loads from the safe load tablas by 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. Mortar per ASTM C270 type M or S.c Ing the maximum resisting moment and shear at d away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. All safe loads in units of pounds per linear foot. '. M 8U8 81`8 81`8-18/1T 8F8-OB/l T 8RF14-18/1 T 8F16-OB/l T 8F20-1 B/1 T 8F24 -113/l T TYPE DESIGNATION #5 REB RAT TOP MIN. 1) REQ'D J 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED F F rQUANTITY OF #5 REBAR AT ¢ s a C.M.U. BOTTOM OF LINTEL CAVITY � z U8F16-1 B/1 T 1 zGROUT NOMINAL WIDTH J L QUANTITY OF #5 T #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY By I I UA 7-5/8"ACTUA PROVIDED EINFORCIIN LINTEL 8" NOMINAL WIDTH (VARIES) w z 0 H v; z J EL w Ld w S 2 LL a (0 z 0 F U L� V w V) z a V1 z 0 F 0 O V Vl Z O V) Z 0 w O LL LL Z V F z z ¢ w O 0 z F: z a w 0 z m Ir W Z O U O Q � V V C^V � E D w Cti D Z LLJ W rn W 0 cn w z cr (D "o cD C) w o a� o J C/-) -1 V7 W -A VN O �E m a Z Z = Q tl CJ � O� t2 N GO ME LU rs N Cn a < �) o a:: r > �o c rl t7r�w W W .4 ME MENN-1 z Q m w O UPLIFT U W O LATERAL NO.TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1 BRU6 8RF6 8RF6-2T 8RF10-2 8RF14-2 8RF18-2T8RF22-2 8RF26-2 8RF30-2 LD 1 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4006 4850 5696 LD 2 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 LD 3 5'-8" (6801) PRECAST 924* 1172 1795 2423 3055 .3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 LD 4 5'-10"(70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1 1099 1.690 2288 2891 3497 4106 LD 5 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 1 2509 3035 3563 LD 6 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 LD 7 9'-8" (116")PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 1 527 1009 1389 1728 2088 2450 POWERS STEEL FOR SPLIT -FACED BLK HEADERS PLAN - 1/4"=1' -O" POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS GENERAL NOTES MATERIALS SAFE LOAD TABLE NOTES 1. Provide full mortar head and bed joints. 1. f'c precast lintels = 3500 psi. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing len th is less than 6-1/2". 2. f c re stressed lintels = 6000 psi, � 2. Shore tiled lintels as required. P P 3. Installation of lintel must comply with the architectural and/or structural drawings. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate, 2 Safe loads for all recessed lintels based on 8 nominal bearing, 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 si, vertical cel reinforcing arid grouting. 9 P v I r inc l y g 5 P 4. Safe loads based on grade 4D or grade 60 field rebar. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and �. Rebar provided in precast lintel per ASTM A615 GR60, 5. Additional lateral load capacity can be obtained b the designer b providing longer with a nominal height of B" meet or exceed L/180. Field rebar per ASTM A615 GR40 or GR60. p y y 9 y p 9 additional reinforced masonry above the recast lintel. 6. Pre stressing strand per A51h1 A416 rade P 6. Bottom field added rebar to be located at the bottom of the lintel cavity. y 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 270 low relaxation. P 9 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 8. Cast -in-place concrete may be provided in cornposite lintel in lieu of concrete masonry units. 7. 7/32 wire per ASTM A510. N.R. = Not e d signer may evaluate concentrated loads from the safe load tablas by 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. Mortar per ASTM C270 type M or S.c Ing the maximum resisting moment and shear at d away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. All safe loads in units of pounds per linear foot. '. M 8U8 81`8 81`8-18/1T 8F8-OB/l T 8RF14-18/1 T 8F16-OB/l T 8F20-1 B/1 T 8F24 -113/l T TYPE DESIGNATION #5 REB RAT TOP MIN. 1) REQ'D J 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED F F rQUANTITY OF #5 REBAR AT ¢ s a C.M.U. BOTTOM OF LINTEL CAVITY � z U8F16-1 B/1 T 1 zGROUT NOMINAL WIDTH J L QUANTITY OF #5 T #5 REBAR AT BOTTOM NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY By I I UA 7-5/8"ACTUA PROVIDED EINFORCIIN LINTEL 8" NOMINAL WIDTH (VARIES) w z 0 H v; z J EL w Ld w S 2 LL a (0 z 0 F U L� V w V) z a V1 z 0 F 0 O V Vl Z O V) Z 0 w O LL LL Z V F z z ¢ w O 0 z F: z a w 0 z m Ir W Z O U O Q � V V C^V � E D w Cti D Z LLJ W rn W 0 cn w z cr (D "o cD C) w o a� o J C/-) -1 V7 W -A VN O �E m a Z Z = Q tl CJ � O� t2 N GO ME LU rs N Cn a < �) o a:: r > �o c rl t7r�w W W .4 ME MENN-1 z Q m w O U W O EX V1 'L O F OLL z O V 0 z 0 z 0 V) L0 00 w I-, 00 C] OO N N J m � II Z O 0_ W 00 m O a P4 J 4 V) Q) (0 U rr 0 U DRAWN SJG DJK BJR 7-30-2001 SCALE NOTED SHEET A-16 /22 w U EX OLL L0 00 I-, 00 N N � II 00 0 Ld `ted V) > N Q 0- D_ 0 zo d- z CD Q N (n DRAWN SJG DJK BJR 7-30-2001 SCALE NOTED SHEET A-16 /22 C Fy = 40 ksi. BOTTOM FLANGE DEFORMATIONS, AT CONTRACTORS OPTION, MAY RUN PARALLEL TO THE LINTEL OR TRANSVERSE TO THE BOTTOM FLANGE. NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY. 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON— CURED MASONRY. 3. LINTELS TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM T m AS SHOWN. L -"I L-2 NOTES IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS 1, PRODUCT NAME (PATENT NO. 4757656; SBCCI PST & ESI # 93-132) TECHNICAL ASSISTANCE IS AVALABLE FROM THE MANUFACTURER ON SPECIAL DESIGN PLEASE CALL PAUL SCOTT P.E. COLLECT. 5. BEARING EACH END SHALL BE 3" PLUS OR MINUS 1". BEARING SHALL BE ON A MINIMUM L1-40" PROBLEMS OR LINTEL DEPTHS DIFFERENT THAN THOSE SHOWN IN THE LOAD TABLES. PREFORMED POWERS STEEL LINTEL SHALL BE GALVANIZED COIL STEEL AS MANUFACTURED BY POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE . SHALL BE ASTM A570 GRADE STRUCTURAL ENGINEER FOR THESE LINTELS IS: C Fy = 40 ksi. BOTTOM FLANGE DEFORMATIONS, AT CONTRACTORS OPTION, MAY RUN PARALLEL TO THE LINTEL OR TRANSVERSE TO THE BOTTOM FLANGE. NOTE: DEFORMATIONS DO NOT EFFECT STRUCTURAL CAPACITY. 2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON— CURED MASONRY. 3. LINTELS TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM T m AS SHOWN. DEAD LOAD PLUS LIVE LOAD 3000 PSI GROUT SPAN L1-12" IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR, 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR SHALL BE UNPAINTED OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND. L1-24" L1-24" L1-32" PLEASE CALL PAUL SCOTT P.E. COLLECT. 5. BEARING EACH END SHALL BE 3" PLUS OR MINUS 1". BEARING SHALL BE ON A MINIMUM L1-40" L1-48" 8" DEEP GROUTED CELL EXCEPT THAT L2 LINTELS MAY BEAR ON 1 1/4" THICK 17. INSTALLATION MINIMUM FACE SHELL. POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION W/#5 PRACTICES, SET TO PROPER LINE AND LEVEL, PLUMB AND TRUE, AND IN CORRECT 6, f'm: 1500 psi. MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N. RELATION TO OTHER WORK. o 7. GROUT: 3,000 psi. SLUMP RANGE: 8" TO 11". ROD OR VIBRATE GROUT ADEQUATELY V W/#5 TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SHALL COMPLY WITH W/#5 ASTM C476-83 AND BE EITHER COARSE OR FINE GROUT. 7628 7628 8. MORTAR: TYPE "S" OR TYPE "M" "1800 psi. 9245 11675 9. TOP REINFORCING OR TOP OF WALL REINFORCING, IS REQUIRED BY CODES TO PROVIDE 13042 13042 A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT 13042 13042 RESISTANCE AT LINTELS. TOP REINFORCING IS NOT REQUIRED AND IS NOT PART OF THE 13042 13042 POWERS STEEL LINTELS (EXCEPT AT THE L-1 LINTELS A REINFORCING BAR IS REQUIRED FOR THE 2'-8" 5713 STEEL STIRRUPS). SIZING OF TOP REINFORCING IS THE RESPONSIBILITY OF THE BUILDING 6925 6925 ARCHITECT OR ENGINEER. ALTERNATELY, TOP REINFORCING COULD BE SIZED PER SBCCI DOCUMENT 2.25" 2'I 2Ilk.25" 8PS2.5 (16 GAGE) SSTD 10-93. ILI V.25" ILI 9769 10.ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS. i Smin. = .365 IN3 11. STEEL STIRRUPS SHALL CONFORM TO ASTM A82 Fy = 60 ksi MINIMUM. STIRRUPS 2'-8" 3'-4" SHALL BE 5/16" DIAMETER SMOOTH ROD. 4581 I min. = .632 IN4 AN ALTERNATE SIZE STEEL STIRRUP SHALL BE 2-5/16"0 X 2 1/2" X LINTEL HEIGHT 25" �, 8PS2.5 (20 GAGE) MINUS 2" X 2 1/1" PER SKETCH:� 7833 7833 2 1/2" � cti Smin. = IN 3 LINTEL � i .233 HEIGHT 3814 I min. = IN 4 MINUS 2" I .410 1, 2 1/2” 5„ji„ 1 i NOTE: 6521 6.75" 20 GAGE 8PS2.5 LINTEL MAY BE 6521 6521 USED ON UP TO 12'-0" SPANS. STIRRUP PLACEMENT (NOTE: STIRRUPS AT Ll LINTEL ONLY)). L-1 & L-2 3267 12" DEEP LINTEL — 11 STIRRUPS AT 4" O.C. EACH END (22 TOTAL STIRRUPS). 3959 3959 16" DEEP AND DEEPER LINTELS — 6 STIRRUPS AT 8" O.C. EACH END (12 TOTAL STIRRUPS). 5000 5585 5585 8PS STEEL LINTELS 5585 STIRRUPS SHALL BE 1 1/2" CLEAR FROM TOP OF GROUT. 5585 5585 12.PLACE FIRST STIRRUP 4" FROM FACE OF JAMB AS SHOWN Q 1". NOTE: NO SCALE 286.2 16 GAGE IS .060 INCHES THICK. 13. MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT. 20 GAGE IS INCHES THICK. THE DEAD LOAD WEIGHT OF THE LINTEL MAY BE EXCLUDED FROM THE LOAD 4894 .035 CALCULATIONS DUE TO THE COMPOSITE NATURE OF THE LINTEL ASSEMBLY. 4894 4894 14.#5 REINFORCING BAR (GRADE 40) TO BEAR ON BOTTOM OF STEEL LINTEL 4894 5'-4" AS SHOWN AND TO BE THE SAME LENGTH AS LINTEL ONLY WHENE SPECIFIED 2543 2543 IN LINTEL CALLOUT. 3082 3892 15, MANUFACTURER: 4347 4347 POWERS STEEL PRODUCTS LINTELS 4347 4347 4118 E. ELWOOD PHOENIX, AZ. 85040 4347 4347 PH# 602-437-1160 FAX# 602-437-5409 DAYTONA BEACH, FL. GIL SUMMERS PH# & FAX# 1-904-239-9545 PGR# 1-800-542-5576 TAMPA, FL. KARL GRETZINGER PGR# 1-800-519-5022 FAX# 1-813-759-6859 16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 1 1/2 3 4" r�1 1 /2" 16 GAGE FORM 1 1 /23 4 ( 1 1/2" 16 GAGE FORM 2S STEEL LINTEL ARCH /EYEBROW ARCH POWER STEEL DETAIL ASTM A615 " c nn ASTM A615 (11) (1) HEIGHT OF COMPOSITE LINTEL VARIES — SEE (2) PLAN AND SCHEDULES. USE BOND BEAM BLOCK AT BOTTOM COURSE TO ISOMETRIC GO OVER POWERS STEEL (GROUT NOT SHOWN FOR CLARITY) LINTEL AND BOND BEAM BLOCK AT HORIZONTAL FIGURE GURE N O. 1 A REINFORCING. (EOR NUMBERS IN O SEE NOTES). (14) 8 1 8" MIN, MIN 2 RAD. + 16" , HEIGHT VARIES TABLE 1 L-1 LINTELS (SHEAR STEEL REINFORCED) 8" (7.625" ACTUAL) J I LLL LIIN ILL. L-1 SECTION FIGURE N0,1 B (EOR NUMBERS IN ( ) SEE NOTES). LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT) DEAD LOAD PLUS LIVE LOAD 3000 PSI GROUT SPAN L1-12" L1-12" L1-16" L1-16" L1-20" L1-20" L1-24" L1-24" L1-32" L1-32" L1-40" L1-40" L1-48" 1-1-48" SPAN W/#5 W/#5 �I O� W/#5 r- W/#5 o W/#5 V W/#5 � W/#5 2'-0" 7628 7628 9245 9245 11675 11575 13042 13042 13042 13042 13042 13042 13042 13042 2'-0" 2'-8" 5713 5713 6925 6925 8745 8745 9769 9769 9769 9769 9769 9769 9769 9769 2'-8" 3'-4" 4581 4581 5553 5553 7012 7012 7833 7833 7833 7833 7833 7833 7833 7833 3'-4" 4'-0" 3814 3814 4623 4623 5838 5838 6521 6521 6521 6521 6521 6521 6521 6521 4'-0" 4'-8" 3267 3267 3959 3959 5000 5000 5585 5585 5585 5585 5585 5585 5585 5585 41-81' 5'-4" 286.2 2862 3469 3469 4381 4381 4894 4894 4894 4894 4894 4894 4894 4894 5'-4" 6'-0" 2543 2543 3082 3082 3892 3892 4347 4347 4347 4347 4347 4347 4347 4347 6'-0" 6'-8" 2287 2287 2772 2772 3501 3501 3910 3910 3910 3910 3910 3910 3910 3910 6'-8" 7'-4" 2081 2081 2523 2523 3186 3186 3558 3558 3558 3558 3558 3558 3558 3558 7'-4" 8'-0" 1907 1907 2311 2311 2919 2919 3260 3260 3260 3260 3260 3260 3260 3260 8'-0" 8'-8" 1760 1760 2133 2133 2693 2693 3008 3008 3008 3008 3008 3008 3008 3008 8'-8" 9'— 4" 1635 1635 1982 1982 2503 2503 2796 2796 2796 2796 2796 2796 2796 2796 93-411 10'-0" 1499 1525 1849 1849 2335 2335 2508 2608 2608 2608 2608 2608 2608 2608 101-011 10'-8" 1316 1430 1733 1733 2188 2188 2445 2445 2445 2445 2445 2445 2445 2445 10'-8" 11'-4" 1167 1346 1632 1632 2061 2061 2302 2302 2302 2302 2302 2302 2302 2302 11'-4" 12'-0" 1041 1271 1465 1541 1888 1946 2174 2174 2174 2174 2174 2174 2174 2174 12'-0" 12'-8" 934 1174 1314 1459 1693 1843 2059 2059 2059 2059 2059 2059 2059 2059 12'-8" 13'-4" 843 1061 1187 1387 1530 1752 1868 1957 1957 1957 1957 1957 1957 1957 13'-4" 14'-0" 765 962 1076 1321 1387 1668 1693 1863 1863 1863 1863 1863 1863 1863 14'-0" 14'-8" 696 876 980 1247 1263 1592 1542 1778 1778 1778 1778 1778 1778 1778 14'-8" 15-4" 638 802 897 1142 1157 1466 1412 1701 1701 1701 1701 1701 1701 1701 15'-4" 16'-0" 585 736 824 1048 1062 1346 1297 1630 1630 1630 1630 1630 1630 1630 16'-0" 16'-8" 539 678 759 966 978 1240 1194 1542 1565 1565 1565 1565 1565 1565 16'-8" 17'-4" 499 628 702 893 905 1147 1105 1427 1494 1505 1505 1505 1505 1505 17'-4" 18'-0" 463 582 651 828 839 1064 1024 1323 1385 1449 1449 1449 1449 1449 18'-0" 18'-8" 430 541 605 770 780 989 952 1229 1287 1397 1397 1397 1397 1397 18'-8" 19'-4" 401 505 564 718 728 922 888 1147 1201 1349 1349 1349 1349 1349 19'-4" 20'-0" 375 471 527 671 680 862 830 1071 1122 1304 1304 1304 1304 1304 20'-0" 21'-0" 340 427 478 608 616 781 753 972 1018 1242 1242 1242 1242 1242 21'-0" 22'-0" 310 390 436 554 562 712 686 885 927 1186 1180 1186 1186 1186 22'-0" 23'-0" 283 356 399 507 514 651 627 810 848 1111 1079 1134 1134 1134 23'-0" 24'-0" 260 327 366 466 472 598 576 744 779 1021 991 1087 1087 1087 24'-0" 25'-0" 240 302 337 429 435 551 531 686 718 941 913 1043 1043 1043 25'-0" 26'-0" 222 279 312 397 402 510 491 634 664 870 845 1003 1003 1003 26'-0" 27'-0" — 259 289 368 373 473 455 588 616 806 783 966 959 966 27'-0" 28'-0" — 240 269 342 347 440 423 547 572 750 728 932 892 932 28'-0" 29'-0" — 224 251 319 323 410 395 510 534 699 679 888 831 899 29'-0" 30'-0" — - 234 298 302 383 369 476 499 653 634 830 777 869 30'-0" 31'-0" - — — 279 283 359 345 446 467 612 594 777 727 841 31'-0" 32'-0" — — — 262 265 337 324 418 438 574 558 730 683 815 32'-0" NOTE: '20 GAGE LINTELS SHALL NOT BE USED FOR SPANS GREATER THAN 12'-0". Z z z 0�n Uj a 2 W C5 Lo W �2-= it z N �z W O CL. F 'L U �w a V)V) Lno wZ 171�¢ EL w vi w0 � F 0 CD z z O Z U �Z m Z 00 F o w Cl �W ct�� ¢o a� Q � Z �o a Z Z O u- 0 V) 0 F ¢ m O I-- >- w -->W Ldo X Z ¢w P,` �L DRAYM SJG DJK BJR UATE 7-30-2001 SCAU NOTED SHEET A-17/22 w U z LL LL - CD I OI CD �I CD� o N� N� c.� �I O� V r- o� o w V z � C-) C/DW C -b =5 co, ER a z z rn Qr w0 w L'J tz l Z C/7 0o Z B d- C5CD o N( V W a o z cin O ML-: m z LLJzLLJ D = Q U ^o � g a cV N �Q CD w ct: f-- ¢ c~n o Qr cn �_ o I0WIWI �Q DRAYM SJG DJK BJR UATE 7-30-2001 SCAU NOTED SHEET A-17/22 w U LL LL - CD I OI �I N� N� �I O� V CD C/DW C -b =5 co, E -y f Ljr Qr tz l zr L d- o N( DRAYM SJG DJK BJR UATE 7-30-2001 SCAU NOTED SHEET A-17/22 AIR COMP. 16'-3" I I --------------------� I I B 70'-0" 16F-4 11 I— — — — — — _ _ _ — — — — I #5 REBAR 10' HAIRPINS (TYP) i -------------- L_ O 5" FIBER MESH CONCRETE SLAB 3000 P.S.I. @ 28 DAYS OVER .006 VISQ. OVER CLEAN,- TREATED & COMP. TO 2500 P.S.F. FILL (10-10 6x6 WWM OPTIONAL) SAW CUT (TYP) O O O O O O O O LALLY COLUMN 16'-4" FOUNDATION PAN 1 /4'°=1'-0' a ro B I 0� W r ¢ W a m W W r uj W w T N W U S CK in z in W o U s V5 vi z J a w w ul z 0 F U V w a cn0 z ¢ uS z O F z z 0 V z 0 Fn z Lu fzlg W O CC Ii Z U F Q Q Z Q W O C7 Z F r ri z CDCD v O n o cij _ r o L- CD V O � o : z ,— W_ w a ME Wo Z cn ao :2-- �_ O a c� C-3 LTJ r!7 a z z Cf7 Q = N �ir_ m z `= o C v z U N co o ¢ ME I F (:::I LL-iC� c j ¢ Cn o Q z cn d CD O W 0 L Q m O W u O z z F 0 0 U a Ql) 0 Z 0 Q: o a: u Lm04 U ( z 0 tq Ex w W LL- O� _U r--(00) Z Q r , 00 NN NN a c c a a U Q 00 V SJC/DJK/BJR DATE 7-30-2001 SCALE NOTED SHEET A-18/22 u U Ex Q4 LL- O� r--(00) r , 00 NN NN 00 V 44 O LLQ D cl� V) > N Q ® Cr— LJ � p .cl� O L- LL - 0 < OQ N (n SJC/DJK/BJR DATE 7-30-2001 SCALE NOTED SHEET A-18/22 z J a w w x z O c� Z w a a ¢cn w o z 0 ¢ F=V F Q o N Q U p a Li N U O W a N cc rn C� o z z cn ,— LLJ w z W cin o w o ¢ Z oo z r-,- o C� 'oCD F— Z C`4 O W r'7 wo r z Z ~ Z Z Z W Q S O � � U Z d Vl C� C11 (� wLLJ ch:Q cn o w Q Z O PEM o 0 Z O F a_¢ 4 r Z w O F r, ui 'L W m I-- ul W C7 J U �- W cra z Z �® CCl O LLI W O z m1 O F z O U Z N Z O frw o o O wn to] Z Cy L E� w W Z � w� Q4 a (n 4 ( V U Z w U U_ V LL X O OLS Z � r , ^ '1 l 1M' �d 4 J W FO- I ` 00 a W DRAWN SJG DJK BJR VAIE 7-30-2001 SCALE NOTED SHEET A-19/22 � 11 00 paq O W C15 Cf) C'f) > N Q ® Q W �C .ry O LL d- Z O Q N UI DRAWN SJG DJK BJR VAIE 7-30-2001 SCALE NOTED SHEET A-19/22 wz F u) W CL CL X w w c� z z Q m O U S r a. 0 r z O 0 w z 0 w m OF r w s w NORTH ELEVAT ON WEST ELEVATION z 1/4"=l'—O" 1/4'=l '-0" Ld 0 w r- U_ w z r z z 0 LU z c.� O W a- 0 O U W m FO" F— O ' Z W ¢ z w 0 0 Z vi 0 Vi z a w ui z U Fn w 0 z V; w 0 Z ¢ a_ w V) W O 0 w 0 0 z 0 0 0 3 z 0 EAST ELEVATION SOUTH ELEVATION 1/4"=11—Ow 1/4'=l'—O' w r m w m w 2 Ui w s W z CD w 4 Jft rr0 rr LU LU J C3a z m 0 w 0 O z z o F o z 0 U O Z ¢ z Z O z W s 0 O (4 Ll w Z ch W w q W � V (n d U U ¢ 0 0 W Z O O Z = � V L� X r— Q o cw U rl .— N o C_7 CD a LLJ cJ I— N N N N cz z W Pq WLLJ 1 0 C 5c� Z =D O Wr'N"7 W a � Z LLI C./7 WLLJ o N LJ co j N rK Q� N d V) ::7� a QC W Q u-) cn Q L = I.L CD O tet- z O Q N (n C� C3a z m 0 w 0 O z z o F o z 0 U O Z ¢ z Z O z W s 0 O (4 Ll w Z ch W w q W � V (n d U U ¢ 0 0 DRAWN SJG/DJK/BJR DATE 7-30-2001 SCALE NOTED SHEET A-20/22 W U L� X O IL CJ Ln00 r-, 00 N N N N r Pq O O w D V) T_ co j N Q� Q I.L tet- z O Q N (n DRAWN SJG/DJK/BJR DATE 7-30-2001 SCALE NOTED SHEET A-20/22 FIRE PROTECTION LEGEND: ELECTRICAL LEGEND: EXHAUST FAN EXHAUST FAN w/ LIGHT 0-- 110V OUTLET =01= 220V FLOOR OUTLET eE-= 220V OUTLET D TELEPHONE JACK -0- SURFACE MTD. INCANDESCE SWITCH �O DIMMER SWITCH �3 3 -WAY SWITCH TELEVISION CABLE SMOKE DETECTOR GARAGE DOOR OPENER FLUORESCENT STRIP QD FLOOD LAMPS DIRECTIONAL INCANDESCE. RECESSED INCANDESCE. INTERCOM (D 110V FLOOR OUTLET p ALARM KEY PAD b PUSH BUTTON �] DOOR BELL ASSEMBLY OCEILING PADDLE FAN OCEILING PADDLE FAN W/ LIGHT Lu L -LJ ELECTREAL ''1fJ EDGE EMERGENCY LIGHT DE T EXIT EXIT SIGN IV MONITOR SENSOR Ex FIRE ALARM BEACON w/ LIGHT & SPEAKER ® PULL DOWN BREAK GLASS oo FIRE ALARM CONTROL E. � FIRE EXTINGUISHER ELECTRICAL LEGEND: EXHAUST FAN EXHAUST FAN w/ LIGHT 0-- 110V OUTLET =01= 220V FLOOR OUTLET eE-= 220V OUTLET D TELEPHONE JACK -0- SURFACE MTD. INCANDESCE SWITCH �O DIMMER SWITCH �3 3 -WAY SWITCH TELEVISION CABLE SMOKE DETECTOR GARAGE DOOR OPENER FLUORESCENT STRIP QD FLOOD LAMPS DIRECTIONAL INCANDESCE. RECESSED INCANDESCE. INTERCOM (D 110V FLOOR OUTLET p ALARM KEY PAD b PUSH BUTTON �] DOOR BELL ASSEMBLY OCEILING PADDLE FAN OCEILING PADDLE FAN W/ LIGHT Lu L -LJ ELECTREAL ''1fJ EDGE EDGE ROOF PLAN 1/4'=l .—ON Lu CD Lu 1 -, F a J a w U) w s CL V) z 0 F, a 0 U W ILN 0 a v; 0 a U z Z O ul z w 0 w 0 LL LL z 0 F r z w 0 c� z F s Z 0 w F U z W w z O CD CD 2f v cwn V r- ov q — N V d C� C7 L Z v� W w � d. �, L w <" w oo cr �o w © z } ¢ o r. z z s ¢ I-- c� w CJ V7 U :Z: W o' ~ ¢ N o M V•✓ 6 V DE T EXHAUST EXHAUST FAN 12 FAN ly- Ex Q4 T -� EDGE ROOF PLAN 1/4'=l .—ON Lu CD Lu 1 -, F a J a w U) w s CL V) z 0 F, a 0 U W ILN 0 a v; 0 a U z Z O ul z w 0 w 0 LL LL z 0 F r z w 0 c� z F s Z 0 w F U z W w z O CD CD 2f v cwn V r- ov q — N V d C� C7 L Z v� W w � d. �, L w <" w oo cr �o w © z } ¢ o r. z z s ¢ I-- c� w CJ V7 U :Z: W o' ~ ¢ N o M V•✓ 6 V W U ly- Ex Q4 O LL. 0 I- 00 z a m 0 N N N N w 0 V) 0 z� F 0 z O � z o V) z Ld W o 0 L w w m_ � � > N in z o a CS Y J w 0' LL. o 0_ ^moi w m � lL a vzi Q oQ VI F- U Q nRAWN SJG DJK BJR DATE 7-30-2001 SCALE NOTED SHEET A-21/22 W U Ex Q4 O LL. I- 00 N N N N �7 r �0CD O Ld hri_"11 > N Q Y J 0' LL. 0_ Z O lL oQ N (/) nRAWN SJG DJK BJR DATE 7-30-2001 SCALE NOTED SHEET A-21/22 GENERAL NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2-4I AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM 95% OF MODIFIED PROCTOR. SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 4, CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60, 6. ALL ANCHOR BOLT LOCATIONS AND SIZES SHALL BE INSTALLED PURSUANT TO THE STEEL BUILDING MANUFACTURER'S SPECS. 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, AC1 301. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 9, PROVIDE 5" THICK FIBERMESH CONCRETE SLAB (3000 PSI) ON CLEAN COMPACTED TERMITE TREATED FILL AND BARRIER BENEATH FLOOR SHALL BE 5—MIL, VISQUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. STEEL COL. BY OTHERS EXPANSION JOINT 5" CONC. SLAB W/ 6X6 10-10 W.W.M. 4 a — — _ _ v a 8" Min. 4 .006 0 v a q w ° Q - 4v III III"ICC IiI: iii 4 _ —. I I I—I I_I 11—L 12" 0 4° v II 11. I :mm _III III. 4'-4" COMPACTED 2500 PSF. FILL (5) #5s EACH WAY 3" MIN, COVER O TYPICAL MAIN FRAME FOOTING 11. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW—CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX. SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FOR LOCATIONS). 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/95 AND ACI 530.1-95. 14. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 15. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIF— ICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 17. ANCHOR BOLTS SHALL CONFORM TO ASTM -307. 18, STRUCTURAL STEEL SHAPES, PLATES, ETC, SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 19, DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 3000PSI 4" CONC. SLAB W/ REINF. 6x6 # 10/10 W.W.M. OR FIBERMESH F.F. 100.00 4 4 a a A ° ° a A a s G VAPOR BARRIER bi COMP. FILL g0 TYPICAL MONO FOOTING EAVE PURLIN SEE FOUNDATION PLAN F SIZE AND REINFORCEMENT i ALL ROOF STRUCTURAL STEEL DONE BY OTHERS,XXI 4 Y. I ` i INSULATION TYP. EXTERIOR WALL.. NTS FINISH GRADE 18"x16" CONC, FSG. W/ 2 #5 REB. CONT., 25" LAP SPLICE SECTION 11 STEEL COL. BY OTHERS EXPANSION JOINT 5" CONC. SLAB W/ 6X6 10-10 W.W.M. a a --------------- d 8" Min. a4 ° 4 k C' .006 ..�....... I L_ VISQUEEN o p N d Q ( _ 12" • • . •, p �. ' 4!.—�.....i..._I----1 ��i.-�-� �..�LL._. COMPACTED 2500 PSF. FILL 4 #5s EACH WAY 3" MIN. COVER C TYPICAL CORNER/ END WALL FOOTING f ,. L, Vl' a W U v) z J CL w Ld W h z h 2 0 IL 0 0 Y7 w V S m w En z U W 0 4 OfOf ¢ a w z a J U. w 10 Lu T_ W IL ¢ w W Q O Z F- U ai vi 0 0 0 U ['V 1 I-._ 4 Ow W z v) 0 STEEL COL. BY OTHERS EXPANSION JOINT 5" CONC. SLAB W/ 6X6 10-10 W.W.M. a a --------------- d 8" Min. a4 ° 4 k C' .006 ..�....... I L_ VISQUEEN o p N d Q ( _ 12" • • . •, p �. ' 4!.—�.....i..._I----1 ��i.-�-� �..�LL._. COMPACTED 2500 PSF. FILL 4 #5s EACH WAY 3" MIN. COVER C TYPICAL CORNER/ END WALL FOOTING f ,. L, Vl' a W U v) z J CL w Ld W h z h 2 0 IL 0 0 Y7 w V S m w En z U W 0 4 OfOf ¢ a w z a J U. w 10 Lu T_ W IL ¢ w CD Q O Z F- U a F pcwi� 0 U U ['V CD U I-._ 4 Ow W z�� v) Nr_ FO IL CD zz� } 0 LL w � w ¢ zcf'� zoo a U V7 w o=ff w U OE V) z �N W e V cn J �CD LAWC 0 �a zLL_ Z Ld z �Q Q w Of M ; w o ¢ z m 0 } w W Q fy 0 L or w O ¢ T 0 O m w z a 2 } z STEEL COL. BY OTHERS EXPANSION JOINT 5" CONC. SLAB W/ 6X6 10-10 W.W.M. a a --------------- d 8" Min. a4 ° 4 k C' .006 ..�....... I L_ VISQUEEN o p N d Q ( _ 12" • • . •, p �. ' 4!.—�.....i..._I----1 ��i.-�-� �..�LL._. COMPACTED 2500 PSF. FILL 4 #5s EACH WAY 3" MIN. COVER C TYPICAL CORNER/ END WALL FOOTING f ,. L, Vl' a W U v) z J CL w Ld W h z h 2 0 IL 0 0 Y7 w V S m w En z U W 0 4 OfOf ¢ a w z a J U. w 10 Lu T_ W IL ¢ w CD Q O Z F- U a F pcwi� U U ['V CD U I-._ 4 Ow W z�� v) Nr_ FO IL CD zz� 0 LL w � w ¢ zcf'� zoo a U V7 w o=ff w z OE V) z �N W V cn J �CD LAWC 0 �a zLL_ Z Ld z �Q Q w Of M ; o ¢ z CD � o z O F Q o z'% • 00 LO00 z =P N v) 1 J ^n FO w m 7) J r w 0 IT) gir w O V) 87dz Z O F U Z O U O z O 4 W z 0 L z w p. � 0 Ld V 0 m w Z (n W w L W N J 4 L ( V ct O F - v a W V O z_ ¢ W O O Wr w W w ¢ In W O Z 0 0 I - V2 DRAWN SJG DJK BJR DATE 7-30-2001 SCALE NOTED SHEET A-22/22 W U X Q LL o 00 LO00 N v) 1 J ^n d- � o W V) �N W Q J Q 0 a. ry .O zLL_ z �Q o v) N DRAWN SJG DJK BJR DATE 7-30-2001 SCALE NOTED SHEET A-22/22 u f` f I k. i I► AUG Loc,Ev. > VT 40 1� By: Sanford Fire revers io,T� D !� j Date: ��1 y. _: _�; 311 ou RI,C A Gi f , SANFORON-- � PSE PLANS AIZE REVIICNL-'UUAr D�NDIT1oNALL,Y tA CEPTEU F•OR F�F_rdr✓Ill n r -r ISSUED SHAD. 31 'NSTRUEID 'I-Cl Uw A LIC; ' ', O PR0CEEt)'NITF$F_ WORK ANU NO r A ?V7Y `rO VIOL.ATE:. NC -L, AL.T'b'f2cil' ANY OF THSUVISIOr I; UANCC � .,hlOFZ SIdAI.! :,""p # l HE BUILQIN "ERMIPT FRVF'iWING A Cql� iN OF f=F I •L:{NS, CON , ll r4 R OT ER ! I: a OF THE CQO�, sTfi C / ' City of Sanford 01-73 <<Q Model Cod :<, it affect: 0) �3q Standard Building COde 1997 ed. (� � i Standard Plumbing Co.ig '1997 ed. Standard f'ylechan t;ai Codd 1' 97 ed. National f"fe;;tricai Cic(� 'ia9F ed. Sea City <<ocle FL Acc liII + 1997 pp u V FL Energy iCu;ac� 1X37 Offlut UTILITY COMPANIES SANITARY SEWER: CITY OF SANFORD WATER DISTRIBUTION: CITY OF SANFORD ELECTRICAL POWER: FLORIDA POWER TELEPHONE: SPRINT SOLID WASTE CITY OF SANFORD FIRE/RESCUE/POLICE CITY OF SANFORD SAKE MARY BLVD,.. SANFORD, FLORIDA LOCATION MAP L EGA L DESCRIP TION THE EAST 263.28 FEET OF THE WEST 886.03 FEET OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA: LESS THE SOUTH 866.7 FEET AND THE NORTH 25.00 FEET AND ALSO LESS THE SOUTH 141.24 FEET OF THE WEST 115.70 FEET OF THE AFOREDESCRIBED PARCEL. VA S" PROJECT, DIRECTORY OWNER/DEVELOPER: SCOTT SCRUBY ALLSTARS HAND CAR WASH 999 NO. HWY. 17--92 MAITLAN D, FLA. 32751 TELEPHONE: (407) 599-0222 ENGINEER: THOMAS H. SKELTON, P.E. AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 TELEPHONE (407) 327-7700 FAX (407) 327-0227 GEOTECHNICAL ENGINEER: CHRISTOPHER J. CONWAY, P.E. YOVAISH ENGINEERING SERVICES 953 SUNSHINE LANE ALTAMONTE SPRINGS, FLA. 32714 TELEPHONE (407) 774-9383 FAX (407) 774-7438 SURVEYOR: BLAIR KITNER KITNER SURVEYING 2597 SANFORD AVE. SANFORD, FLORIDA 32773 TELEPHONE (407) 322-2000 FAX (407) 322-2003 PROPERTY ID# 11-20-30-5AN-0000-025A 11-20-30-5AN-0000-025F 11-20-30-503-0000-0010 FiECFlVEE;�. AUG 16 801 BY: Sanford Fire PrT ention Di�v� Date:._.----r--=—`J-"""'"' .PERMIT STATUS DATE ISSUED °ATE - EXPIRES ST. JOHNS STORMWATER, PERMIT DEP SANITARY PERMIT INDEX: OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTIONNOTES 3 SURVEY (PRE -DEVELOPMENT) 4 GEOMETRY, LANDSCAPE &UTILITY PLAN 5 PAVING, DRAINAGE ..AND GRADING PLAN 6 LIFT STATION DET- 1 CITY STANDARD UTILITY DETAILS ET- 2 CITY STANDARD UTILITY DETAILS ET- 3 CITY STANDARD UTILITY DETAILS "hfflc`" ""(i* :u A upy PLANS ISSUED FOR: DATE OFFICECOPT AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SOPPE 211 HINTER SPRINGS, FLORIDA 32708. (407) 827-7700 I CONSTRUCTION NOTES GENERAL: CONSTRUCTION NOTES GRADING: 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED 1. EXISTING TOPOGRAFY AND CONTOURS ARE BASED ON THE FOLLOWING: SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA ON THE PLANS. SURVEYOR: GLAIR KITNER SURVEYING wfn 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION DRAWING No.: 00-440 ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SHOWN ON THESE PLANS AS APPROVED BY CITY OF SANFORD. DATED: 4/10/00 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED J Z . REVISION DATE: 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND 2• GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY o LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED CONFLICT INFORMATION WITHIN THE PERORT AND THESE CONSTRUCTION 0 zCD ' BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY .BETWEEN PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY, THE ` & BLUE PAINT PER FLORIDA ACCESSBILITY CODE THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. > ' SECTION 4.6.1. THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB GEOTCHNICAL ENGINEER: YOVAISH ENGINEERING, CHRIS CONWAY SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL REPORT No.(S): PN 01-856.01 z ABIDE BY ALL CONDITIONS CONTAINED THEREIN, PERMITS INCLUDED (BUT NOT DATED: APRIL 18, 2001 o NECESSARILY LIMITED TO) ARE: 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING ST. JOHNS STORMWATER PERMIT CONSTRUCTIO. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CITY OF SANFORD ENGINEERING PERMIT CONDITIONS THE VEGETAION. DEPT, OF ENVIRONMENTAL PROTECTION SANITARY PERMIT UCTION, THE. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE 4. DURING CONSTRUCTION, 121-1 N N AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 4. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED ' IN ACCORDANE WITH q GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTAION STANDARD w THE WORK. THE ENGINEER ASSUMES THE CONTRACTOR PRIOR TO STARTINGSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. `7 z w c NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO a ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPOTATION STANDARD v) w SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. r c> ARRANGEMENTS FOR ANY RELOCATIONS UTILITIES AND TO MAKE THE NECESSARY ARRA 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED JOB # 01070 OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM . 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY DENSITY PER A.A.S.H.T.O. T-180. ' O OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING 8, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE UTILITIES STRUCTURE OR PROPERTY. THE CONTRACTOR SHALL COVER THE NOTED ON THESE PLANS, ALL GRASSING SHALL BE PERFORMED IN ACCOR- ENTIRE COCTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES, DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTAION 6, THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO SPECIFICATIONS FOR RAOD AND BRIDGE CONSTRUCTION, LATEST EDITION, THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SJALL BE PERFORMED SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD INVERTS OF STURCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND AND BRIDGE CONSTRUCTION, LATEST EDITION. CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES COURSE WITHIN LANDSCAPE ISLANDS OF MEDIANS. TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 11, FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED a 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE APPROVED PLAT. OTHERWISE SHOWN ON THE GRADING PLAN. t 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS " NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE AND AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. INSTALLATION. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO ABOVE. SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT z o REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL NOT LIMITED T0, FLOATING SILF BARRIERS, SEDIMENTATION BASINS, SEDIMENT COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO TA CHECK DAMS, SILT FENCES, 'HAY BAILS. THE MEASURES SHOWN ON THESE SUBBASE PREPERATI PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE 11. FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN CONTRACTOR. FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT-OF-WAY OR UTILITY. EASEMENTS NECESSARY TO PROVIDE PROTECTION FROM EROSION, SEDIMENTATION AND TURBIDITY. WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF UDERGROUND GAS PIPE LINES. THE CONTRCATOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF CONSTRUCTION NOTES DRAINAGE: 5 DAYS PRIOR TO EXCAVATION. 12, ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY 1, ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. WITH THE ST. JOHNS RIVER W,M.D. PERMIT ISSUED FOR THIS PROJECT. 13, ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SHALL BE APPROVED BY MAITLAND AND THE ENGINEER PRIOR TO THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CHANGE BEING MADE IN THE FIELD, LATEST EDITION. 14, UPON NOTICE FROM THE CONTACTOR THEAT THE CONSTRUCTION IS COMPLETE 3. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION PIPE (ASTM 0-76, CLASS III). AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR DEFECTIVE WORK, THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATISFATION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMEN- TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED " BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR NOTES PAVING: TO ACCEPTANCE BY THE OWNER. -CONSTRUCTION, 15. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, 1. ALL PA'r ! ENT CONSTRUCTION SHALL BE INAGCORDANCE WITH SEMINOLE MUD AND EROSION DURING CIONSTRUCTION AND SHALL PROTECT ALL ADJACENT COUN IY CONSTRUCTION SPECIFICATIONS. PROPERTIES AND RIGHTS-OF-WAY FROM DAMAGE BY EROSION, SEDIMENTAION 2, CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. INTERSEC-i;IONS SHALL BE TRANSITIONED TO PROVIDE A SMOOTH DRIVEWAY.ANY ' 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID GRADING QUESTIONS OR CONCERNS SHALL BE MADE KNOWN TO THE DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED ENGINEER SO THAT RECOMMENDATIONS CAN BE MADE PRIOR TO PAVING OR FINAL GRADING. BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17, ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS, ANY PAVING SPECIFICATIONS: ASPHALT PAVEMENT CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES, MINOR ADJUST- 1, SPECIFICATIONS FOR THE INTERNAL PAVEMENT ARE AS FOLLOWS: MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE SUB -BASE REQUIREMENTS: (FOR SOIL CEMENT BASE) ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12" 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER �. REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, BASE REQUIREMENTS: ETC., SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR. SAFE AND BASE THICKNESS = 6" CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT A). COMPACTED TO 95% OF MAX. DENSITY AS DETERMINED BY SHALL BE MAINTAINED BY THE CONTRACTOR. AASHTO T-180 SURFACE COURSE: 1.50" FDOT ASPHALT CONCRETE TYPE III CONSTRUCTION NOTES WATER DISTRIBUTION: 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED NOTE: FOR LIMEROCK BASE ADD STABILIZATION TO SUB -BASE ITEM. IN ACCORDANCE WITH SEMINOLE COUNTY PUBLIC UTILITIES REQUIREMENTS, AND FLORIDA DEPT. OF ENVIIRONMENTAL PROTECTION. REQUIREMENTS. PAVING SPECIFICATIONS: CONCRETE PAVEMENT .2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. 1. SPECIFICATIONS FOR THE INTERNAL DRIVES AND PARKING AREA ARE AS FOLLOWS: I 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION BASE REQUIREMENTS: SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CITY, COUNTY AND FDEP STANDARDS. POTABLE A). COMPACT TO 95% OF AASHTO T-180 FOR TOP 12". WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS B). STABILIZE TOP 6" TO 50 PSI FLORIDA BEARING VALUE. IS TO BE 2 HOURS, TESTS TO BE CONDUCTED PURSUANT TO AWWA C600 DUCTILE IRON PIPE AND 907. OF THAT ALLOWABLE LEAKAGE FOR PVC PIPE. PAVING SURFACE: 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 5.0" 3000 PSI FIBERMESH CONCRETE STANDARD PROCEDURES FOR DISINFECTING WATER MAINS, 5. ALL PVC PIPE, MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 6. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH. 2. CONTRACTOR TO PROVIDE ENGINEER WITH DRAWING OF PROPOSED SAW CUTS, CONTROL JOINTS AND EXPANSION JOINTS LOCATIONS FOR ENGINEERS APPROVAL. CONSTRUCTION NOTES SANITARY SEWER SYSTEM: 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS, THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT. REQUIREMENTS. 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN ACCORDANCE WITH ASTM D-2321. 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER THE PIPE TO FINISH GRADE. ----------- -___--------------------- ------- -- 1' BELOW GRADE SILT FENCE L V L l (2) 1 X 1 X 4" POSTS THROUGH EACH HAY BALE. HAY BALES TO BE LAID SIDE BY SIDE. HAY BALE UA RR IER CONSTRUCTION NOTES E.P.A. POLLUTION PREVENTION: 1. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. THE MODIFICATIONS MUST BE APPROVED BY THE DEPT, AND THE PERMITTING AGENCY. NO CONTRACT. DELAYS WILL BE ALLOWED FOR SUCH MODIFICATIONS OR APPROVALS. 2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF- SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILD- UP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF ENVIRONMENTAL CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDII- MENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSI- BILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE FEATURES AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION. 3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER SHALL BE ADEQUATELY PROTECDTED FROM EROSION THROUGH THE USE OF TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS OR DURING RAINFALL EVENTS. 4. HAY BALES - THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF- SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS INDEXES, IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING BALES, THEN SEDIMENTS SHOULD BE REMOVED, ANY DAMAGED OR INEF- FECTIVE BALES ARE TO BE REPLACED WITH NEW ONES. THE LOCATION OF HAY BALES INSTALLATION SHALL BE AS DIRECTED BY THE PROJECT MANAGER. 5: BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL BE PLACED AROUND INLET APPROXIMATELY 4 " OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (TYPE III) SHALL BE PLACED AROUND THE PERIMETER OF THE INLET OPENING IMMEDIATELY ADJACENT TO THE EDGE OF THE INLET, ALL EXPOSED SLPED MATERIAL ADJACENT TO INLET SHALL BE COVERED WITH EROSION CONTROL MATTING WITH OUTER LIMITS PROTECTED BY A SINGLE ROW OF HAY BALES. 6. STOCKPILED MATERIALS - THIS MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS UNLESS PROTECTED BY COVER OR HAY BALES, 7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION OF ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHALL BE NOTED AND CORRECTED, OR AT THE DIRECTION OF THE ENGINEER OF RECORD. CONSTRUCTION NOTES DRY POND & SWALE RETENTION AREAS: 1, THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES, BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH, PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES, 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION AREA, THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAINTNANCE SHALL BE PERFORMED AS REQUIRED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY EXCAVATED BOTTOM. B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. CONSTRUCTION NOTES EROSION CONTROL: 1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND DISTURBING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS. 2. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST EDITION). 3. SEDIMENAND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND NEEDED REPAIRS OR MAINTNANCE SHALL BE COMPLETED BEFORE WORK STOP FOR THE DAY. 4, TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE AS LONG AS THE INLET IS PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR RUNOFF TO ENTER THE STRUCTURE. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS PROJECT UNTIL ACCEPTED BY THE OWNER. 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTION BEING HALTED, 7, SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS, 8. EROSION CONTROL MEASURES WILL BE MAINTEAINED AT ALL TIMES, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD, 9. ALL CORRUGATED METAL PIPES SHALL BE FULLY BITUMINOUS COATED. 10, ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA IS MADE READY, SEDIMENT AUD EROSION CONTROL PLAN 1. PRIOR TO POND EXCAVATION, TURBIDITY BARRIERS (SILT FENCE AND/OR SECURED HAY BALES) MUST BE INSTALLED ALONG THE PERMITER OF ALL EXCAVATIONS. 2. ALL TURBIDITY BARRIERS WILL REMAIN UNTIL THE ENTIRE DRAINAGE SYSTEM CONSTRUCTION ANS) SODDING IS COMPLETE, 3. THIS PLAN IS THE MINIMUM REQUIREMENTS, CONTRACTOR MUST ADD ADDITIONAL EROSION CONTROL METHODS IN EXTREME CASES. 4. SILT FENCE TO BE 1' BELOW GRADE, CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL: 1. DURING CONSTRUCTON, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR THE EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION SEQUENCE SE T MINIMIZE EROSION AND SEDIMENTATION AT STORM - 0 WATER DISCHARGE POINTS: 1. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS. 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES AT INITIAL STAGES OF CONSTRUCTION. 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETED, HANDICAP PARKING SIGN SPACE (FTP -25) 4" WHITE �- STRIPE EOP NOTE: (HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT.. 1996, AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH q 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED co o ON SITE PLAN. RAMP DETAILS WITH SLOPE � INFORMATION SHALL BE DEPICTED ON SITE PLAN °' 4" WHITE B) THE LOCATION OF HANDICAPPED PARKINGSTRIP `J �{ STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON C\l SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA F-1 wfn STATUTES AND SECTION 4.1.3 OF THE FLORIDA ' 0 Z` cv ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 m 0 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED J Z . 50:1 CROSS SLOPE. o 0 zCD z 0 ` & BLUE PAINT PER FLORIDA ACCESSBILITY CODE d s SECTION 4.6.1. � :�E z ? o . 121-1 N N w w z q w `7 z w c a a v v) w u U C-) c> w JOB # 01070 . PULP VLA. QnDririv 1" XT O `r 4"(TYP) ca a 4'-0" NOTE: THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC TYPICAL PAVEMENT SYMBOL. FOR PED PARKIN HANDICAP NG z o NOTE: (HANDICAP SIGN ONLY) ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1), DATED OCT.. 1996, AT LEAST ONE ACCESSBILE ROUTE COMPLYING WITH q 4.3 SHALL CONNECT ACCESSBILE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED co o ON SITE PLAN. RAMP DETAILS WITH SLOPE � INFORMATION SHALL BE DEPICTED ON SITE PLAN °' 4" WHITE B) THE LOCATION OF HANDICAPPED PARKINGSTRIP `J �{ STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON C\l SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA F-1 Q STATUTES AND SECTION 4.1.3 OF THE FLORIDA ' 0 Z` cv ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 m 0 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED J Z . 50:1 CROSS SLOPE. N�;�'T E: W PARKING STALLS SHALL BE MARKED WITH WHITE 0 & BLUE PAINT PER FLORIDA ACCESSBILITY CODE w W SECTION 4.6.1. � Q NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS ARE 1" SERIES "C", PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 18" 3 BOTTOM PORTION OF SIGN SHALL HAVE A PARKING BY F DISABLED F PERMIT ONLY $250 FINE 6" CITY ORD,3211 CD off: z W � 0 REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM (n TRAFFIC CONTROL DEVICES (MUTCD) TYPICAL HANDICAP PARKING SIGNAGE Cn < Q �'�' 0 m 0 J Z . W LJ x 0 C7 v). .z < . Q . ,�`IDQ OMAS H. SKELTON, STATE OF FLORIDA P.E. REG. NO. 42752,' JOB # 01070 . PULP VLA. QnDririv 1" XT — - I 19 6"lit Mp , 3 OUj _ () x t�) ; C 7'' 4. 35 N S . 8 4 5 !� N ;` CPo? O • �� X 47.26 , r� �� Ln �r� N , �, I �A6 I> ; ()) � L6 i d „ - , X +x r 48.81 i rn` . ter I, O W (� ,1 X ��'�j 47.63 ME i _��+ FR C � woOD Un 00 Ln it 0 x � P g Ag�E MENS „ �1 ��1 1 t MEQ A� _ - pR D EAS P G o �� . � rr`;„ x �• �� o0Ri O� ��` _ oRe 6a4, iIt 00 0 \�<c, ; X 47.47 99 \II t14* -*18 PINE „ �`° X C`b O ;� t' x °` �"f PINE x 0 �� 0 1 16' PINE _ 16'OPINE X � -x-13" PINE ' 13= Fxl�l E �� M % r a ''`PINE � PINE >> r, 4 35 -"" xxx�� 3' HIGH „ ° 9 57 . L NJ O > > CONC, BLK N 84. ® � • > • ted' „ .WALL �< n ANCHOR + x N, 0 2" WELL X V�)� C ,� o x�' PO �� xN� CON x , 048" EAR ca�" ' x � �'9 f V � 1 o�� , r f * p C0 7c X D� �- C,�ND�h ', x x x D� a �i i 1 STORY G � O X �`b x CONC. BLK BLD�I X N�. ; n = 49.31 FF ELEV �h ;1 ' CONIC.WALK O ' " CoN x V`)• i ; ASPHALTIt C7 � X D� C ^ �� l� 0 4-1 CON 1 N G • e�� x �w G RES. 4919 MP�N x x o WATER METERS " GoNG0,019 4 x t`) ACRE O� � F �,aR . 919 A x ��. ASPHALT .0 SITE BENCHMARK X C U T N WALK �. K � PRE EXISTING, COND :TION ELEV. _= 47,43 SHT° 3 C F'C4,-3, PROS NO,, 00-440 W S 0 20' 40' SCALE: 1 " = 20' ns. 2"R 6" 6" EXTRUDED CONCRETE CURB TACK WITH ,RC -30 CONCRETE PAVEMENT -11111= F IIIII- IIIII `° �Q' COMPACTED SUBGRADE VIII , VIII-IIIII�IIIII-IIIII-IIIII=11111;11111- IIIII-IIIII-IIIII-IIIII-IIIII-IIIII�IIIII EXTRUDED CURB DETAIL N.T.S. 104 L.F. OF 6' TALL CONC BLOCK WALL 2' OFF PROPERTY LINE ` PARKING CALCULATIONS • 1.5 PARKING SPACES PER EMPLOYEE (AUTOMOTIVE, FOOTNOTE 3) 8 (1.5) = 12 SPACES REQUIRED U7 16 SPACES PROVIDED o o SIGN LEGEND 10 STOP SIGN MULTI--FAWLY I,I • MR— I ZONING O STOP BAR 0 �3 HANDICAP SYMBOL 1 .w �4 HANDICAP SIGN Q DO NOT ENTER SIGN �6 25' LONG, 6' WIDE DBL, YELLOW LINE O RIGHT TURN ONLY SIGN ONE WAY SIGN 1 0 WHITE PAINT TRAFFIC ARROW BEGIN 6' BLOCK WALL -- 18" WHITE CHEVRONS 8" WHITE LINE 4" YELLOW DOUBLE 4" YELLOW 18" YELLOW I I I I R1-•1 LAKE MARY BLVD. STRIPING DETAIL RIGHT—IN & RIGHT --OUT ONLY N.T.S. 6' LONG PRECAST CONCRETE BUMPER 2' MAX. r3„ "-L- 6 „ 2 ................ T-- (2) No. 5 DOWELL - 3' LONG PRECAST BUMPER DETAIL. N.T.S. MULTI-LLY NG MR -1 ZON 209 L.F. OF 6' TALL' 4 CONC. BLOCK WALL 1 s 84°59' 57' W 104.35' �,. eon _.� . CONC. A, -PH ALT CONVENIENCE `TORE RC -1 ZONING o z 0 -I 1— 1' 2'A -PH ALT munimmm -T CROSSWALK 6' LONG PRECAST CONCRETE BUMPER GENERAL NOTES 1. ALL HANDICAP RAMPS TO HAVE MAX. SLOPE OF 1:12. 2. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF p (2) No. 5 DOWELL - 3' LONG ' THE BUILDING PERMIT. 3. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED !� AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL w PRECAST BUMPER DETAIL �' DEVICES AND LOCATED 'AS SHOWN ON SITE PLAN. U N.T.S. I ! 4. STOP BAR SHALL BE 24" WIDE, WHITE THERMOPLASTIC AND Q LOCATED AS SHOWN ON SITE PLAN. �OM? PS�MEN� 5. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM . STREET. 04 Exp PpINPG 6. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN 'A5 �o �RIvP�E D SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 7. PROPERTY IS ZONED RC -1. 8. CONTRACTOR TO VERIFY LOCATION OF ALL EXIST.` UTILITIES. ^ 9. ENGINE DETAILING IS PROHIBITED.' +-� 105 L.F. OF 6' TALL CONC. BLOCK WALL 10. SIGN TO BE UNDER SEPARATE PERMIT. 2' OFF PROPERTY LINE � 11. CAR WASHING EQUIPMENT RECYCLES WATER. (h w 1• o o va t , •DUPLEX) H o RESIDENTIAL- C LNG w MR -1 ZONING o BUFFER YARDS 4 FRONT BUFFER YARD ADJACENT TO STREET 1.0' o • SIDE SETBACK ABUTTING COMMERCIAL 5' r J FF EL �n SIDE SETBACK ABUTTING RESIDENTIAL 10' & 6' BLOCK WALL N a FRAME � REAR SETBACK ABUTTING RESIDENTIAL 10' & 6` BLOCK WALL BUILDING SETBACKS SETBA K NDNT CANOPY N z5' MIN• pRVP MGNt�� FENGE 10 EP �� v_ FRONT SETBACK 25 0 0 pERMA PRYING \ \ oR0 6�"�- Z SIDE SETBACK 10' � Q n I l✓ Q REAR SETBACK 20' 40, C 1 VERT i� o coNcu a G DESCRIPTION SQ. FT, ACRES rn - 1 0.92 100.07 z END OF BLOCK WALL 0,11 PARKING 1 BEGIN 6' STOCKADE FENCE 0,48 r o SR 25,439 5 6,3.51% - 14,617 , 6 STOCKADE FENCE -' 6 SAN. LAT. C.O. 9.5 NV. 1 INV. 48, p G h" -1 L 1 C? SITE DATA DESCRIPTION SQ. FT, ACRES % OF SITE SITE AREA 40,056 0.92 100.07 PROP. BLDG. AREA 4,620 0,11 PARKING PAVEMENT 20,819 0,48 51.97% IMPERVIOUS AREA 25,439 0.59 6,3.51% LANDSCAPE AREA 14,617 0,33 36.49% 1 cn o ° 2" WELL (UNOPERABLE) . ,8 0 1 EXIST. RESIDENCE rT, IS ON CITY WATER m 1 50' SETBACK FROM SANITARY LINE „ 90' �oNG m o BASED ON CHPT• 64E-6 W TUNN�� o a 1 RESIDENTIAL w z ZONING Ccq D 1 1 O 5 8 O IRftR�� Ip ANEL- (� 1 3 � C& RAIN SENSOR � Pv PvG G Wp;CER IRRIGATION , 1„ LINE w,Qg: L.AT `CGO ..o H ANGLE H r 11 PARKING 0 H o I 1 cn o ° 2" WELL (UNOPERABLE) . ,8 0 1 EXIST. RESIDENCE rT, IS ON CITY WATER m 1 50' SETBACK FROM SANITARY LINE „ 90' �oNG m o BASED ON CHPT• 64E-6 W TUNN�� o a 1 RESIDENTIAL w z ZONING Ccq D 1 1 O 5 8 O IRftR�� Ip ANEL- (� 1 3 � C& RAIN SENSOR � Pv PvG G Wp;CER IRRIGATION , 1„ LINE w,Qg: L.AT `CGO 10 4 WHITE 12 WSJ P / O �DR S r STRIP >--� 0 HPN N SC I �O, NSR �\�p1GPl �A .� < LLJ 0 c/) ---� F- I 5' CITY oRVCCs SM' T • .►�'"° r M� r `�/ yR f / < _ (� �°� 1�A •5 K �.._ - - SNA HANDICAP PARKING SIGN SPACE (FTP --25) PP PP ON 4" WHITE pR\NIVEtJP� �� STRIPE NOTE: (HANDICAP SIGN ONLY) Ld �,�, FORCE MP 2A' W\DDCVS OR ACCESSIBILITY: A) IN ACCORDANCE WITH THE \S 1FR�D\��0 RP 4 1 5� EOP FLORIDACONSTRACCNSSIBILITY CODE FOR BDIATDED OCT. 1996, -'" IXC EX `MOD. o AT LEAST ONE ACC S BELE I ROUON TE COMPLYING WITH sk+ �0 9E STRIPE 4,3 SHALL CONNECT ACCESSBILE BUILDING OR "�� z FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. c�r N' � DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. 4" WHITE B) THE LOCATION OF HANDICAPPED PARKING STRIPE STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON N 50:1 SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA THOMAS H. SKELTON P.E. -� ACCESSIBILITY CODE, CURB RAMPS SHALL NOT EXCEED 12:1 STATE OF FLORIDA 171 5' 121 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED PEG. NO. 42752 50:1 CROSS SLOPE. NOTE: FILE NAME, SCPUBYSP-1 N PARKING: STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. JOB # 01070 SHEET: .4 OF: 6 V) w Q ANGLE U PARKING Q 10 4 WHITE 12 WSJ P / O �DR S r STRIP >--� 0 HPN N SC I �O, NSR �\�p1GPl �A .� < LLJ 0 c/) ---� F- I 5' CITY oRVCCs SM' T • .►�'"° r M� r `�/ yR f / < _ (� �°� 1�A •5 K �.._ - - SNA HANDICAP PARKING SIGN SPACE (FTP --25) PP PP ON 4" WHITE pR\NIVEtJP� �� STRIPE NOTE: (HANDICAP SIGN ONLY) Ld �,�, FORCE MP 2A' W\DDCVS OR ACCESSIBILITY: A) IN ACCORDANCE WITH THE \S 1FR�D\��0 RP 4 1 5� EOP FLORIDACONSTRACCNSSIBILITY CODE FOR BDIATDED OCT. 1996, -'" IXC EX `MOD. o AT LEAST ONE ACC S BELE I ROUON TE COMPLYING WITH sk+ �0 9E STRIPE 4,3 SHALL CONNECT ACCESSBILE BUILDING OR "�� z FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. c�r N' � DOORS ACCESSINGTHE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. 4" WHITE B) THE LOCATION OF HANDICAPPED PARKING STRIPE STALLS, LODAING ZONES, SIDEWALKS AND RAMPS ON N 50:1 SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUTES AND SECTION 4.1.3 OF THE FLORIDA THOMAS H. SKELTON P.E. -� ACCESSIBILITY CODE, CURB RAMPS SHALL NOT EXCEED 12:1 STATE OF FLORIDA 171 5' 121 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED PEG. NO. 42752 50:1 CROSS SLOPE. NOTE: FILE NAME, SCPUBYSP-1 N PARKING: STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. JOB # 01070 SHEET: .4 OF: 6 <ENc�y pA- ENERGY DISSAIRATOR N_ ^» S�ppE 5, 411 4» 3 40-411' 4„ 4„ �.,I 4>, FLUME � � ETAI � X �� REPLACE EXISTING INLET CONCRETE W/ NEW OUTFALL STRUCTURE N.T.S. �0 rp W E x�� xvA 4 xVV� ° shy gF, 209 L.F. OF 6' TALL S CONC, BLOCK WALL -�® 2' OFF PROPERTY LINE ,> 104.35 S 84-59'57 W 1 20 p' ' 40' � � • � • -,' �p0 q6. SCALE: 1 " ' 20'+ moons ommom _ . w�° 47.26 X �o. 104 L.F. OF 6' TALL CONC. BLOCK WALL 2' OFF PROPERTY LINE x Cc�� ALUM. SKIMMER TOP ELEV, 48.50 BOT ELEV. 47.10 2' WEIR WEIR CREST ELEV. 47.60 EXIST 12" CMP INV, 46.47 UI BOT. ELEV. 44.80 O�ITFALI� STRUGT12R7 (MODIFIED TYPE "C" AMFAB GATES W/ (6) HINGES, LATCH AND GATE STOP HARDWARE ,T-., 4" CAP BLOCK (2) GATE STOPS W/ 9/16"0 x 3" HOLDERS SET IN SLAB Y x r. -x r x - - - - --\ 12'0 PAINT/STUCCO TO MATCH BUILDING It ran c ASP H ALT - �&CONT FILL TOP I HRSE W/ CONC. -S�OWNEON, WHERE ASP H ALT - FI L ALL EINFQRCED CkLLS W%�CONC. X t� . -8X8X16 GONG, BLOCK LE f o� -N0. 9 DURA -O -WALL @ 32" O.C. OR EQUAL HORZ. REINF. / BREAK REINF. © CONTROL & EXPANSION JOINTS 6"x6" -10x10 WWM W/ r #3 REBARS ON 12" 0/C EA. DIRECTION 3000 PSI GONG. I o I I I=III=III- 2-#5 CONT. I l a V-0„ �-6"x6"'-10x10 WMM W/ 3 REBARS ON 12" 0/C EA, DIRECTION L _ _ _ _ - _ _ J SLOPED PER GRADINGf LAN 12.0 FRONT END LOADED REFUSE CONTAINER DETAIL NTS DESIGNED PER CITY OF SANFORD CRITERIA �� 11 ,, II 11 II 1 I I 1 EXIST. PIPE END IS CRUSHED I 1 1 1 OPEN PIPE OR ADD NEW MES I EXIST. INV. 46.0, '' 1I I 1 6' BLOCK WALL - --� STUCCO BOTH SIDES • III ENA i 11 Of PR( IEms';LINE !�P�1PG� �PS�M �' II Lo TURN BOTTOM BLOCK 6' 0/C--� I i jP-(E OR r NI I00 U) I" FLOWLLOW STORM THROUGHT WATER TO 48.32 4- • x�� II 11 1 1 11 1 0 105 L.F. OF 6' TALL CONC. BLOCK 11 1 1 10_ WALL, 2' OFF PROPERTY LINE I TURN BOTTOM COURSE OFSTORMBLOCK WON ATER IIII �� SIDE (6' 0/C) TO ALLOW L m TO FLOW FROM NEIGHBORS PROPER ��TY INTO POND 10 X • �� ICo 1CAIq-8•g� 4-_ 1 � E FF �� r � +� LOCK SADES C ,C FRAM �o _ 11 , I STUCCO �- sH�-o �� . ,1 11 • 0 IPC - 6' o0Q �� MENS ' �� 11�1I 00 PRO p EPS PG 11� �` �1 4 r' L-2 _ ROP 68�1 ! c' ¢ CRI�''' 11 ;Q1, 11 OFLINI 0 � w• � 111 X t BEGIN 6' STOCKADE FENCE�r rl 1 1 1 �,�'� X � 0 111�'I 11 Oo �o 1 f) x gyp. r 1(9I �r X�' � � 1 �• 1 +11-I r o 1 � 145 L.F. OF 6' STOCKADE FENCE X11 II �P I a r�o 11111, a Z�, WELL X N� o � o I, Ij X11 6' BLOCK WALL I 1 X �, ILII TA m x � IIIII1 G � • I G G IIII I I o o, `�� 0)'o I I 1 �' II X 1 TURN BOTTOM BLOCK EVERY OFF PROP. 6' 10 ALLOW STORM WATER LINE n 1 TO FLOW THROUGHT EXIST. I I IIII X 8, �2' c J +s N GRADE 0 11 1111 o� P VERT. x 48.60 , rn C CURB - J O I I k,►-► � , X ® TURNED BLOCK 1 I 1 1 0 /p X SAN • X 1�6 12 10 X &o" o 1• o 9 coo 46.74 Q CV X Dx _ X`6 S/ SITE DATA DESCRIPTION SQ. FT, ACRES % OF SITE (2) BOLLARDS I / it I� PROP. BLDG. AREA 4,620 FLUSH JOINTS 11.53% / I DRIVEWAY GRADE 0.48 iI I I 25,439 0.59 I LANDSCAPE AREA 14,617 VERT. FILL CELLS (TYi) 36.49% It ran c ASP H ALT - �&CONT FILL TOP I HRSE W/ CONC. -S�OWNEON, WHERE ASP H ALT - FI L ALL EINFQRCED CkLLS W%�CONC. X t� . -8X8X16 GONG, BLOCK LE f o� -N0. 9 DURA -O -WALL @ 32" O.C. OR EQUAL HORZ. REINF. / BREAK REINF. © CONTROL & EXPANSION JOINTS 6"x6" -10x10 WWM W/ r #3 REBARS ON 12" 0/C EA. DIRECTION 3000 PSI GONG. I o I I I=III=III- 2-#5 CONT. I l a V-0„ �-6"x6"'-10x10 WMM W/ 3 REBARS ON 12" 0/C EA, DIRECTION L _ _ _ _ - _ _ J SLOPED PER GRADINGf LAN 12.0 FRONT END LOADED REFUSE CONTAINER DETAIL NTS DESIGNED PER CITY OF SANFORD CRITERIA �� 11 ,, II 11 II 1 I I 1 EXIST. PIPE END IS CRUSHED I 1 1 1 OPEN PIPE OR ADD NEW MES I EXIST. INV. 46.0, '' 1I I 1 6' BLOCK WALL - --� STUCCO BOTH SIDES • III ENA i 11 Of PR( IEms';LINE !�P�1PG� �PS�M �' II Lo TURN BOTTOM BLOCK 6' 0/C--� I i jP-(E OR r NI I00 U) I" FLOWLLOW STORM THROUGHT WATER TO 48.32 4- • x�� II 11 1 1 11 1 0 105 L.F. OF 6' TALL CONC. BLOCK 11 1 1 10_ WALL, 2' OFF PROPERTY LINE I TURN BOTTOM COURSE OFSTORMBLOCK WON ATER IIII �� SIDE (6' 0/C) TO ALLOW L m TO FLOW FROM NEIGHBORS PROPER ��TY INTO POND 10 X • �� ICo 1CAIq-8•g� 4-_ 1 � E FF �� r � +� LOCK SADES C ,C FRAM �o _ 11 , I STUCCO �- sH�-o �� . ,1 11 • 0 IPC - 6' o0Q �� MENS ' �� 11�1I 00 PRO p EPS PG 11� �` �1 4 r' L-2 _ ROP 68�1 ! c' ¢ CRI�''' 11 ;Q1, 11 OFLINI 0 � w• � 111 X t BEGIN 6' STOCKADE FENCE�r rl 1 1 1 �,�'� X � 0 111�'I 11 Oo �o 1 f) x gyp. r 1(9I �r X�' � � 1 �• 1 +11-I r o 1 � 145 L.F. OF 6' STOCKADE FENCE X11 II �P I a r�o 11111, a Z�, WELL X N� o � o I, Ij X11 6' BLOCK WALL I 1 X �, ILII TA m x � IIIII1 G � • I G G IIII I I o o, `�� 0)'o I I 1 �' II X 1 TURN BOTTOM BLOCK EVERY OFF PROP. 6' 10 ALLOW STORM WATER LINE n 1 TO FLOW THROUGHT EXIST. I I IIII X 8, �2' c J +s N GRADE 0 11 1111 o� P VERT. x 48.60 , rn C CURB - J O I I k,►-► � , X ® TURNED BLOCK 1 I 1 1 0 /p X SAN • X 1�6 12 10 X &o" o 1• o 9 coo 46.74 Q CV X Dx _ X`6 S/ SITE DATA DESCRIPTION SQ. FT, ACRES % OF SITE SITE AREA 40,056 0.92 100.0% PROP. BLDG. AREA 4,620 0.11 11.53% PAVEMENT 20,819 0.48 51.97% IMPERVIOUS AREA 25,439 0.59 63.51 LANDSCAPE AREA 14,617 0.33 36.49% PARCEL I . D. 11-- 20-- 30-' 5AN �--- 0000-025 A � o• 11-20-30 - 5AN -- 0000- 025E N Q 11-20-30-50.3 0000- 0010 0 Cn o w Lo rw w C7 v� C -a Ll U 5' 6' VARIES 6' VARIES ra MAINT. 3:1 SLOPE 3:1 SLOPE BERM x BERM H E � rl rsa � � r PAVEMENT 00 48� 48.00 oaE3:XLOPE___,/I.l ... -. POND BOTTOM 46.00 U, w w a. a 0 CD' 513' VARIES 3' VARIES MAINT. 3:1 SLOPE 3:1 SLOPE BERM BERM BUILDING ' F.F.E. 49.50 a 00 49.00 soQ goo • ' 3:1 SLOPE 3:1 SLOPE q. oar 48.00 POND BOTTOM 11.4 DR_ TEN11QLLP_QhL �o I � • 1-15 CONT. NOTE: PROVIDE JOINTS EVERY 40'. FILLED CELLS AT EA, SIDE OF JOINT ISTUCCO STUCCO FINISH FINISH o o . F-1 DUR-O-WALL STEEL REINFORCEMENT EVERY o THIRD COURSE 00 ---2 CD VERTICAL FILLED CELL WITH 1;-15 REBAR CONTINUOUS TO FOOTIN IN GROUT FILLED CELL 0 48" O.C. FI ISH GRADE r'r3, 11IN' (3) #5 CONT. 10" HOOK BAR RTICAL #5 GENERAL NOTES: V) m 1. REINFORCING BARS SHOULD HAVE STANDARD DEFORMATIONS AND YEILD STRENGTH OF 40,000 PSI. 2. ALTERNATE VERTICAL REINFORCING BARS MAY BE TERMINATED AT THE MID HEIGHT OF THE WALL. EVERY.. ,� THIRD BAR MAY BE TERMINATED AT THE UPPER THIRD -POINT OF THE WALL HEIGHT. I HNOOSURICIOUS AND MAXIMUCLAY M SOIL BEARING IS loo PCF 3, WEIGHT OF ASSUMED SOIL BACKFILL (GRANULAR OIL WITH AND EQUIVALENT FLUID PRESSURE IS 4 � �_ PRESSURE IS 1,500 PSF. BUILDING DEPT, Q U L1C 4• THE CONSTRUCTION OF THE SCREEN WALL MUST BE PERMITTED THROUGH THE CITY OF SANFORD m o J TYPICAL 6 HIGH BUFFER WALL cy-, Q Q' all. < 12'-8" ONE WAY Q (:D 21'-4" PARKING SPACE DRIVING AISLE . V), J .Z VERTICAL CURBQ BUILDING F.F.E. 49.5 �. n 1-1/2" ASPHALT (TYPE S) 6" LIMEROCK BASE (98% MAX, DENSITY) PARKING LCT SECTIO -R 6" STABILIZED SUBGRADE (50 p.s.l, F.B.V.) PER AASHTO T-180 THOMAS H. SKELTON, P.E. STATE OF FLORIDA - REG. NO. 42,752 'FILE NAME: SCRUBYSP-3 JOB # 01070 SHEET: 5. OF: LSMCo INC. i LSMCo G PART 1 - GENERAL 0 The following components shall be mounted through the Innerdoor: Nameplates for the innerdoor shall be of a ALUMINUM ACCESS HATCH 1, 01 Furnish and install two grinder pimps to deliver g P g p graphic design, specifically depicting ac COVER (LOCKABLE) GPM against a total head of Meet Total Dynamic Head 1 ea. Main Circuit Breaker the intent for each device. One nameplate shall be supplied for all control (TDH). Pumps shall be capable o handling cjQmestic s ge, with 1 ea. Emergency Circuit Breaker devices. One nomplate shall be supplied for all power devices. All text and S.S. HINGES A FIBERGLASS WET WELL FIBERGLASS VALVE BOX (LOCKABLE) minimal maint�ance. The motor shall be 1" HP, 10 RPM, 1 ea. Mechanical Interlock for main breakers graphics on each nameplate shall be scratch resistant. The nameplates shall „ H-20 LOAD RATED - VOLT/ QO PHASE/ 60 HERTZ. 2 ea. Motor Short Circuit Protectors be fabricated from laser -screened laminated mylar. EMERGENCY PUMP OUT 1 ea. Control Circuit Breaker Nameplates for the backpanel shall be of a graphic design, specifically W/ QUICK CONNECT CPLG. Pumps, control system, and FRP 2 ea. Hand--Off-Auto selector switches depicting the Intent for each component. One nameplate shall be supplied for fiber lass reinforced polyester) wetwell shall be LSMCo Grinder Pac. 1 ea. Sequence selector switch, I -Auto-2 each component. All text and (fiberglass g p y ) 1 ea. Alternator Test Switch P graphics on each nameplate shall be scratch provided and manufactured by Lift Station Management & o., nc. resistant. The nameplates shall be fabricated from laser -screened laminated of Longwood, FLorida 32750 Ph (407) 265-9963 2 ea. Pump Run Pilot Lights mylar 1 ea. Power On Pilot Light MISCELLANEOUS: Contract award shall be on the basis of the base bid LSMCo/Grinder Pac 4 ea. Float Indicating Pilot Lights 2" PVC DRAIN LINE PVC DISCHARGE system. Alternative deductive systems shall be considered only 2 ea. Seal Failure Pilot Lights All wiring on the backpanel shall be contained within wiring duct. "B" ® Q LINE after contract .award. Alternative deductive system must be .specified 2 ea. Elapsed Time Meters All wiring between the innerdoor and the backpanel shall be contained within aplastic spiral wrap.' at bid time. The contractor shall reimburse the engineer for 1 ea. GFI Duplex Convenience Outlet VENT additional expenses to review alternative system. Any savings shall COMPONENT SPECIFICATIONS: Each wire shall have a wire number at each end to correspond to the asbuilt be shared with the owner. drawing for field troubleshooting. All circuit breakers shall be molded .case thermal magnetic. Circuit breakers The control panel shall be assembled by On, Underwriters Laboratories UL508 Due to the superior corrosion resistance and leak proof design shall be sealed by the manufacturer after calibration to prevent tampering. listed manufacturing facility.PVC DISCHARGE of . fiberglass, a concrete wetwell will NOT be permitted. Each breaker shall be adequately sized to meet the equipment operating 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float The entire lift station system shall be supplied by the pump conditions. cable bracket and appurtenances shall be made of AISI 304SS or „ » supplier and certification of supply will be required. The mechanical Interlock shall prevent the normal and emergency main other material inert to the highly corrosive atmosphere of a sewage C breakers from being energized at the same time. The interlock shall be lift station. Hinges for the wet well and valve box shall be AISI ® NOTE: PUMP CONTROL SHALLBE LOCATED 3 FEET FROM WET WELL PERIMETER Any Deviation in the Specified Bid Procedure will result in automatic fabricated from aluminum or stainless steel. 304SS minimum. OPTIONALLY AT "A", B" , OR C' rejection of alternative systems and will require base bid system An emergency generator receptacle shall be supplied In accordance with DEP An aluminum slide/latch assembly shall be provided for holding to be supplied. standards. The generator receptacle shall be adequately sized to meet the the doors open on both the wet well and the valve box. LI I- T STATION PLAN equipment operating conditions, Slide rails shall be SCH 40 AISI 304SS pipe All motor short circuit protection devices must provide .for undervoltage release Pump lifting devices shall be made of AISI 304SS (min.) cable and class 10 overload protection on all three phases. Visible trip indication, test (1/4"min) or 304SS chain of sufficient size, with safety factor to 2" SIZE2" GREEN VENT FIBERGLASS VALVE BOX FRP VALVE BOX and reset capability must be provided without opening Inner door. handle safely the specific pumps. AISI 304SS (min.) pump lifting (2-3 FIELD INSTALLED PART 2 - PRODUCTS Open frame, across the line, contactors shall be rated per IEC standards and bails shall be provided. KNO KOUTS FOR W/ BRONZE BUG SCREEN ( AQ --!'X 30 " X 24 " D) (1�" X 12 X 12 " D) properly sized per the motor requirements. Contactors shall provide for safe 2.04 FRP PRODUCTS - The fiberglass wet well must be H-20 load rated ELECTRICALCONDUITS 2.01 GRINDER PUMP - Pum shall be touch power and control terminals. Contactor contacts and coil shall be easily and certification of this rating must be um supplied at time of submittal. EMERGENCY PUMP OUT s .ROMA Model 9 with an integrally replaces;ale without removing the contactor from its mounted position. The polyester p(wetwell shall be manufactured of fiber FRP) of diameter and depth as shown glas reinforced on the lift station EL.2 4 "SCH 80 PVC W/ QUICK CONNECT CPLG. FIN GRADE built grinder unit and submersible type motor. The pump A lightning arrestor to meet or exceed the requirements of ANSI/IEEE Std. elevation detail. The basin/wetwell wall thickness shall be adequate 77 shall be mounted in the FRP basin by e dual slide rail ANSI/IEEE Std. C62.21-1984 section 8.6.1 and 8.7.3 shall be supplied by electrician for the depth of the tank to maintain the H-20 Load rating. INTEGRAL LIFTING system in such a way that solids are fed in an up --flow " PVC direction to the grinder impeller with no feet or other and mounted on the bottom side of the switch disconnect ahead of the pump ..-CABLE HOLDING 18 LUGS 18 INCREASER obstruction below the grinder inlet. control panel. BRACKET I A voltage monitor shall be supplied for single phase service. The voltage /� 4" PVC z The grinder unit shall be capable of macerating all monitor shall be designed to sense a low voltage condition. The relay shall de- / SCH 80 material In normal domestic and commercial sewage energize the motors when the line voltage drops 15% below the relay setting. Material for the FRP shall be as follows: 3'-0" DISCHARGE LINE M Resin: The resins used shall be a commercial grade unsaturated including reasonable amounts of foreign objects such as The voltage monitor shall be protected by dual element fuses. » » SS LIFTING wood, plastic, glass, rubber, sanitary napkins, Isotholic polyester resin. Orthotholic resins are not acceptable. CABLE A phase monitor shall be supplied for three phase service. The phase monitor /CAST IRON disposable diapers and the like to a fine slurry that shall be designed to sense a low voltage, phase loss, power failure and Reinforcing Materials: The reinforcing material shall be commercial PLUG VALVE will pass freely through the pump and thedischarge pipe. improper phase sequence condition. The relay shall de -energize the motors grade "E" type glass in the form of mat, chopped or roving fabric, FLANGED CAST IRON The pump motor shall be of the submersible type. Single upon a Conditon fault. The phase monitor shall be protected by dual element having a coupling agent that will provide a suitable bond between PLUG VALVE phase motors shall be of the capacitor start, capacitor fuses, the glass reinforcement and the resin. O 72" PVC DRAIN P P P Fillers and Additives: Fillers of any type shall not be utilized. EL <'P -TRAP') FLANGED CAST IRON ® RIGHT OF WAY run type for high starting torque. The control system shall be designed to operate the floats at Intrinsically safe Additives, such as thixotropic agents, catalysts, promoters, etc., may �� CHECK VALVE voltage levels (5V ® 100 microamps). Each input shall cause a contact closure be added as required by the specific manufacturing process to be Stator windings shall be of the open type with Class F 4 INLET „ g P YP to start and stop pumps as well as energize alarms. used to meet the requirements of this specification. FIELD INSTALLED 48 2' MIN. INTEGRAL SLOPE FOR PROPER DRAINAGE insulation for operating in air or clean dielectric oil that The duplex alternator shall be the solid state type. The alternator shall switch lubricates bearings and seals and cools the windings. each um to lead upon a single complete cycle and shall provide for la PART 3 - EXECUTION. 2" SCH 80 PVC Motor stator shall be pressed into housing for best pump p 9 p Y p g 3.01INSTALLATION - shall be in strict accordance with the manufacturer's alignment and maximum heat transfer. pump operation upon level rise. instructions and recommendations in the locations shown on the The design logic for this system shall Include float failure detection. Upon a float drawing, 8'-0" A heat sensor thermostat shall be attached to the top g' SS PUMP 1/2 failure, the logic shall automatically compensate for the loss by removing the 3.02 INSPECTION AND TESTING - A factory representative shall be SLIDE RAILS ("SCH 40 AISI 304SS PIPE) end of the motor winding and shall be connected in y p LIFTING BAIL failed float from the circuit and electrically re -position the floats fora fail safe provided for one (1) day and shall have complete knowledge of series with the magnetic contactor coil in control box » „ mode. As an example, If the STOP PUMPS float failed, the START LEAD float o operation and maintenance to to stop motor if .motor winding temperature reaches 200 proper p inspect the final installation would become the STOP PUMPS float, the START LAG float would become the and supervise the test run of the equipment. degrees F. Thermostat to automatically reset when "START LEAD" float and the "HIGH LEVEL" float would become the "START LAG motor cools. Two heat sensors are to be used on 3 » >, / Megger the motor. The pump motors shall be megged out prior CONTRACTOR 0 HIGH LEVEL float Further, if the STOP PUMPS and the START LEAD' floats failed phase motors. s startup to ensure the insulation of the pump motor/cable INSTALL PUMP DISCHARGE WITH SEALING FLANGE TOP EL, the START LAG float woud become the STOP PUMPS float and the HIGH LEVEL GROUT 1.5 : 1 The common motor pump and grinder shaft shall be of would become the "START LEAD/START LAG/HIGH LEVEL" float. system is intact. SLOPE AISI 416 SS threaded to fake pump impeller and grinder The Control Module shall be programmable to start both pumps simultaneous) ever The pump controls and pumps shall be checked for mechanical CONCRETE GROUT AS REQ'D impeller. p g p p„ y y reliability and proper operation. BY ENGINEER TO PREVENT 3 24 hours to' increase pump discharge velocity and to provide WIPE DOWN FLOTATION 3 YD - INVERT. EL. of wetwell wall PUMP DATA CHART WITH BOTTOMMONOLITHSLAB INLET c A lag pump time delay shall be supplied to prevent both pumps from , H.L.A. EL. 2.02 DUPLEX PUMP CO ROL PANEL - Pump control panel shall control simultaneously starting after a power outage. The time delay shall be set at 10 10 PRIMARY PUMP CAPACITY 39.5 GPM EL. 40.0 ;.�; two 11 HP, 12 / 60HZ pumps, seconds minimum. d An alternator sequence (1 -Auto -2), three position toggle type selector switch � PRIMARY TDH 97.5 FT 0 0 0 0 0 0 0 _ 2ND PUMP ON EL: O » » The enclosure q ( ) P gg YP 12 .. . • .. a shall be NEMA 3R, minimum 24 high x 20 wide x 8 deep, fabricated shall be supplied to manually overide the alternator. In the I' positon, motor #1 (:3:) SECONDARY PUMP CAPACITY 39.5 GPM v p v p o p p p from type 304, 14 ga. stainless steel with padlockable draw latches. shall always be the lead motor. In the 'Auto positon, the motors shall sequence CA) SECONDARY TDH 97.5 FT _ 1sT PUMP ON EL. The enclosure shall have external mounting feet to allow for wall to become the lead motor. In the '2' positon, motor #2 shall always be the lead PEAK INFLUENT FLOW RATE 8.2 GPM 6'--0" mounting. All hardware shall be stainless steel, All conduit penetrations motor. PUMPS. OFF EL shall have approved seal off fittings and shall be properly sealed to An alternator test switch, toggle type shall be supplied to test the alternator PUMP CYCLE TIME MIN. CONCRETE BASE SLAB AS PER `-BASIN ANTI -FLOTATION FLANGE prevent gas from entering enclosure. \SPECIFICATIONS W/ # 4 REBAR 18" O.C. circuit. 7O PUMP SYSTEM MANUFACTURER LSMCo. Inc. BOTTOM EL The following components shall be mounted through the enclosure: ELEVATION CHART Hand -Off -Auto, three position toggle type selector switches shall be supplied for ® PUMP MANUFACTURER HOMA 1 ea. Red Alarm Beacon each motor. PUMP MODEL NO. GRP36 3 a TOP OF WETWELL 48.0 LI FT STATION SECTI0N 1 ea. Alarm Horn � 1 ea. Generator Receptacle with weatherproof cover A red run light shall be supplied for each motor. The pilot light shall illuminate 10 R.P.M. 3450a0 TOP OF VALVE BOX 48.0 SEE ELEVATION CHART FOR ® THRU go 1 ea. Silence Pushbutton each time the motor Is called to run. HORSE POWER 3.0 © INLET INVERT 45.0 A yellow seal failure light shall be supplied for each motor. The pilot light shall ELECTRICAL-VOLTS/PHASE 23OV/ 30 © HIGH LEVEL ALARM45.0 \' The backpanel shall be fabricated from .125, 5052-H32 marine alloy illuminate upon detection of water In the seal chamber of the pump. LEVEL CONTROL. aluminum. All components shall be mounted b machined stainless Q PUMP DISCHARGE SIZE 2" ® 2� PUMP ON 45.0 p Y Each motor shall have an elapsed time meter to record the accumulated running DIAGRAM steel screws. Self tapping screws are not acceptable. time. The ETM shall be a 2" diameter, non-resettable, six digit, totally ® IMPELLER DIA. � 121PUMP ON 47.0 The following components shall be mounted to the backpanel: encapsulated unit. PUMPS OFF 41.0 SWITCH DISCONNECT CONTROL PANEL ELECTRIC METER 2 ea, Motor Contactors A red pilot light shall be supplied for each float. The appropriate pilot light shall 0 BOTTOM OF WET WELL 40.0 <CONTRACTOR 2 ea. Start Capacitors to match motor requirements, sin le hase onl illuminate each time the float switch closes. LOCATE) g p y NOTES: GENERATOR RECEPTOR --_LIGHTNING ARRESTOR2 ea. Run Capacitors to match motor requirements, single phase only A green Pilot light shall be supplied for control power. The Pilot light shall MODEL N0. A3042 (o.A.E.) FIELD MOUNTED BY 2 ea. Start Relays to match motor requirements, single phase only illuminate when control power Is available in the panel. 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED, 0 ELECTRICIAN 1 ea. Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Relays 2. DRAWING IS NOT TO SCALE. UNISTRUT (OR EQ.) Phase) eays shall be ice -cube plug-in type. Relay contacts shall be rated 10 amp 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. SEAL OFFS <2") 1 ea. Control Transformer with primary and secondary fuses, minimum, DPDT. 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. - - (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS 48 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. (3)- 2" CONDUITS REWD FOR 3 HP AND Volt only Twenty (20) terminals shall be supplied for field connections. The teminals shall 6. ALL ELECTRICAL WORK SHALL -BE IN ACCORDANCE WITH LOCAL CODES. LARGER PUMPS 1 ea. Silence Relay be rated 25 amps minimum and shall be mounted on a 30 degree angle for ease * 7. ELECTRICIAN TO RUN TWo (2 HP PUMPS) / THREE (3 HP & LARGER PUMPS) 3/4" HOSE BIBS 1 ea. Intrinsically Safe Float Input Module of field wiring. Float connection terminals shall be arranged such that each float SEPARATE 2" CONDUITS (ONE EACH FOR HIGH & LOW VOLTAGES) PER WATER LEVEL CONTROL 1 ea. Duplex Alternator is connected in consecutive order and does not require any crossing of wires. * ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL 3/4" GALV RISE TO PUMP NO. 1 20 ea. Terminals for field connections 8. ALUMINUM WIRE SkIALL NOT BE USED BETWEEN MAIN METER oo - TO PUMP NO. 2 - Each motor over -temperature contact shall be connected to the terminal strip II „ GAL. PIPE OR EQUIV. 6 Co. Terminals for motor connections, single phase only p p AND CONTROL PANEL. SLEEVE REQUIRED * 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL � 2 3 ea. Ground Lugs and shall open a contact to de -energize the appropriate motor upon a high AND INSIDE OF CONTROL PANEL. GRADE y POSTS 1 Co. Space Heater temperature within the motor. *10. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH w I A 15A .GFI duplex convenience outlet shall be supplied and mounted On the DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL), 11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS TO WATER SUPPLY �� CONCRETE AROUND POSTS The innerdoor shall be fabricated from .080, 5052-H32 marine alloy Innerdoor to provide service technicians with an outlet for trouble lights, etc. FOR LOCKING, GROUND ROD 12" 0 x 24" DEEP aluminum. The innerdoor shall have a continuous aluminum piano hinge, a Ground lugs shall be supplied and appropriately sized for each motor and for 12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. NOTE: handle and catch and shall be Installed by stainless steel screws for ease service entrance. 13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER �TO SERVICE LOCA11ON of removal. The Inner door shall open a minirrlUrrl of 1 10 degrees to allow * 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) p g A space heater shall be provided to maintain the temperature within the enclosure 15. NEUTRAL REQUIRED ON ALL ELECTRICAL SERVICE TO CONTROL PANEL LIFT STATION FEBCO WATTS OAE safe access to backpanel. a minimum of 2-3 degrees F. above ambient to provent condensation build up. The heater shall be mounted with stainless steel screws and protected by a shield. ELECTRICIAN NO"fE 8 SEE "LIF.T STATION PLAN" ABOVE FOR LOCATION Self adhesive means of fastening by glue, tape, ect. are not acceptable. ---.-ELECTRICAL LSMCo - Grinder Pac 9/00 RISER THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO, 42752 10B # 01070 FILE NAME; SCRUBY-LS SHT. # 6 OF 6 F5�,0oF 0 i Qz z � Q � o c�i w E- CD 0 5 C7 W bU V < Pa-. .. . Q w x .. w . Q co o � CO pe, N ca G� o H r4Q w rte- - IN --I � Z co C, W � THOMAS H. SKELTON, P.E. STATE OF FLORIDA REG. NO, 42752 10B # 01070 FILE NAME; SCRUBY-LS SHT. # 6 OF 6 SQUARE CUT EDGE OF EXISTING PAYMENT (TYP.) FINISHED GRADE WHEN FLEXIBLE P(EMENT ^ IS CUT.D SEE NOTE 2 ANGLE MAY VARY }y ,••s.1 NOTE 4�aS PIPE O.D. G. (TYP) 8mROCKPIPE BEDDING (SEE NOTE 8 do 9) URBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180• 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3, USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 0 SHEETING AND BRACING EXCAVATIONS. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR N IN IN SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDINO IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 8" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC:C-900/905 PIPE SIZE 4 " n 6 n » " a 8 10 12 14 " " n 16 18 20 24" 90' BEND (MIN. 2" CLEARANCE B D. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER UNE 45" BEND BURIED BELOW" OR SIMILAR WORDING, 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. 22-1/2' BEND TIE RODS INCLUDING 4" x 4" x 1/2" LINE BURIED BELOW' OR SIMILAR NUTS AND WASHERS 11-1/4' BEND f + C (8" MIN.) (SEE SCHEDULE BELOW) BEARING PLATE �) (SEE FIG. 400) PLUG OR BRANCH OF TEE (TYP.) #4 BARS WE WARNING TAPE JOINTS AND RECLAIMED WATER) NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND, THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: PVC HDPE * WORKING PRESSURE: P.S.I. P.S.I. * SOIL DESIGNATION: * LAYING CONDITIONS: * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE ) CITY OF SANFORD 1999::1 FIG. 104A COLORI PIPE WATER MAIN. OWE TO 8* POTABLE r / /......///// 10" TO 18" PIPE - G" TAPE IS PLACED ALONG BOTH SIDESOF TOPOF PIPE._ 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. MISS YUAN Tw1w Mm nlmL rwiw - NTm num 77C m PotAAC WAI" MAIN POTAxc WATiTI MAIN POTAKE WTG MAIN POfAKi MA I MMI POTAA[ WAra 11AN1 POTARL TMra MAIN PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" H MAX POrnxi WnT[R M,el 1" (OTA%E WAra MMI 8 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS ,z PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.)W/ SIZE OF PIPE FINISHED GRADE � - 2" -MIN. CONIC. WHEN FLEXIBLE PAVEMENT N IS CUT SEE NOTE 2 ANGLE MAY VARY x Y SEE NOTE 4� A * PIPE O.D. " SELECT COMMON FILL UNDISTURBED S EARTH (SEE NOTE 3) NOTES: 1. ,PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 93X OF THE MAXIMUM DENSITY AS PER AASH10 T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASH10 T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND URGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 5 .5 OR SHEETING 8 O S 7. REFER 10 LOTION 32 OF .THE MANUAL FAND RACING IN EXCAVATIONS. . SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RICHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES, TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" MIN. METALLIC TAPE FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED #4 BARS ALL AROUND EDGE OF CROSSCUT 1. POTABLE WATER 3. GRAVITY SEWER (MIN. 2" CLEARANCE B D. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER UNE AROUND PIPE.) BURIED BELOW" OR SIMILAR WORDING, 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. TIE RODS INCLUDING 4" x 4" x 1/2" LINE BURIED BELOW' OR SIMILAR NUTS AND WASHERS HOT DIPPED GALVINIZED OR STAINLESS STEEL f + C (8" MIN.) (SEE SCHEDULE BELOW) BEARING PLATE �) (SEE FIG. 400) MECHANICAL (TYP.) #4 BARS WE WARNING TAPE JOINTS AND RECLAIMED WATER) UNDISTURBED 1999 FIG. 111 EARTH �k7-lp" FINISHED GRADE FITTING D 4'-0" MIN, SEE TRENCH DETAILS CONCRETE FOR PIPE BEDDING ENCASE TIE RODS IN 3" COVER REQUIREMENTS 1-1/2" PVC SLEEVE 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST � NOTES 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SMALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I' SCHEDULE OF DIMENSIONS AND MATERIALS ■ PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA. N0. RM; TION r -M AREAE TO eE COMPUTED ON BAW OF(1,bD0 wel) um m m Ft. $m KESTRAIwT SEE NOTE e • tO K COMPUM BY EMORWI R. WATER . MAIN THRUST COLLAR DETAIL CITY OF SANFORD71 1999 FIG. 105 GROUND LEVEL t8" I VINYL CONTINUOUS MAX. 36" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON-- METALLIC TAPE FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: EDGE OF CROSSCUT 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. D. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING, 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDINO. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) 45' BEND UTILITY PIPE WARNING TAPE (SEWER, POTABLE WATER, _T AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 UNDISTU EARTH ,.- 6EE .50TE S(m P.3,1 CONCRETE BEDDING ROCK CONCRETE ARCH SHEETED TRENCH UNSHEEIED TRENCH NOTE 1 P.) SIDES CAN BE FORMED 900 P.S.I. DNCRETE INDISTURBED ARTH FULL ENCASEMENT 10" MIN. D. .SEE NOTE 1 MM. (TYP.) SHEETING SIDES CAN BE FORMED "D"/4 - . • . r "0"/2i •, e{ r . 1i f ,4� 3000 PSI ' + . i •: CONCRETE •T• r B" MIN. 'i.•• i i. r•. {'. { •'•F:, UNDISTURBED EARTH CONCRETE CRADLE NOTES: 1. ('): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACINO EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK=NOTE OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS VENT HOLE RESTRAINED "S:iH JOINT DUCTILE " IRON PIPE j 4" MIN. 6" MIN. STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION ADDITIONAL 1 REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 .FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE36" SQ. CAST IRON FRAME AND COVER WITH 4" MAX. .17-1144 ACCESS LID. GROUT :.. LD PREMOLDED PLASTID` •'' ::�' 2" VALVE (TYP.) JOINT FILLER 2" POLY 2" PORT WITH 5" WALLS (MIN.)- ; THREADED PLUG PIPE PLUG (TYP.) 1 '•;CUT OUT AND SEAL JOINT 2" NIPPLE ,. WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE T VALVE SEE NOTE 2 2" NIPPLE •' SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 PIPE FOR A.R.V. SHALL '�. : •:'::4': BE BRASS :16- 6- BEDDING 16"6"BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDIS U®r. LUG SOIL (TT EDGE OF TRENCH (TYP.) CROSS W/PLUG CROSS W/ TWO PLUGS AREA FO WOOD BLOCKING (TYP.) AREA FOR PLUG TEE W/PLUG AREA FOR AREA FOR 4W BEND TEE AREA FOR PLUG TEE W/ -WYE END PLUG THRUST BLOCK DETAILS -7 CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONIC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD 14 REBARS CONC. PAD -STAMP AS STAMP AS Ill ALL AROUND REQ'p. SIZE OF VALVE a A TYPE OF VALVE 2-1/2" v SERVICE ! DIRECTION do 110. • :+ : , . c+'' TURNS TO OPEN ' 4. to 4' . _A ." APPLICABLE VALVE ��' ' j �� , .•• . BOX AND COVER • '' •+ (SEE FIG. 115) L" ` 2 ANCHORS 3000 P.S.I. MIN, (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD Imo- 24"" (FLUSH WITH FINISHED GRADE) J i #4 REBARS ,� •' + �4 , ALL AROUND ., 24" APPLICABLE VALVE i.; •r' ' , „4 BOX AND COVER 4 • 4 "•'' (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/YACUUM RELEASE VALVE. CHANGE PIPE AND FTTINOS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3, THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS III TO BE 2" D.I. VENT PIPE ON .EACH. BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT S W/ CREEN MESH BELL SHALL NOT INTERFERE UNDISTURBED OOsUUCATION)PPEEpNNppIIN�RGTT� AND } x 4" SOIL (TYP.) SIZE CONCRETE VAULT OSTtTYP. IA n rr » n - " p 4 6 8 1.603 12 14 16. x 36" SQ CAST IRON FRAME 3,4. 12" AND COVER WITH EXISTING WATER 45' BEND ACCESS UD. PROP05E0GROUT THRUST ;•.,. PAVEMENT 4" MAX, 4[x �k7-lp" FINISHED GRADE FITTING MIN. AREA SQ. FT. 36" (MAX) CONCRETE 0 OPERATOR NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST � HANDLE PREMOLDED PLASTIC2" DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND VALVE (TYP.) TO UNDISTURBED MATERIAL. CAST IRON JOINT FILLER NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST VALVE BOX PIPE PWG (TYP.) -- • 5" WALL (MIN.) TOP SECTION 2" NIPPLE I L 2" PORT WITH �- EXTENSION ROD AS 2" GATE Y THREADED PLUG REQUIRED VALVE 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH SEE NOTE 3 PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 2" NIPPLE 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE ((5) DAYS GROUT 2" 90 BEND 2" 90' BEND ''•' 2" NIPPLE CITY OF SANFORD 2" UN UNION FIG. 114 2" BRAS3 PIPE 2" DATE VALVE 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/YACUUM RELEASE VALVE. CHANGE PIPE AND FTTINOS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3, THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS III TO BE RESTRAINED ON .EACH. BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT OF FITfING(S). BELL SHALL NOT INTERFERE UNDISTURBED WITH JOINT (TYP.) SOIL (TYP.) SIZE CONCRETE THRUST RECLAIMED n rr » n - " p 4 6 8 1.603 12 14 16. x BLOCK (TYP.) 8/2 f TRENCH WIDTH 3,4. 12" WATER 45' BEND THRUST ;•.,. 22-1/2' BEND » THRUSTBLOC FITTING MIN. AREA SQ. FT. 36" (MAX) CONCRETE 0 THRUST BLOCK NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST � UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND PLUG OR BRANCH OF TEE TO UNDISTURBED MATERIAL. 1. 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 2. FILM (8 1 PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF 3 THRUST BLOCKS AS REQUIRED. 4. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUR THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH S. PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE ((5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY 57REHM CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. )GE OF tENCH YP.) THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1038 PVC PIPE COLORS GRAVITY SEWER: SOLID LIOFF GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER UNE SEWER LINE 10" TO 18" PIPE - $"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE 1Mt In�,w an NWA mum orm U[ SE.o, UI[ SKM UI 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES 'F THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. - nn ar:.,.: nNEII L!1[ x'„u'trlf wwaL UIE xwot IS[ tlO1G ty[ 39m Ulf PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I� 12" / Lx MAX. ara u�.T 1" >taa Lilt' FOR SEWER LINES - TAPE SHALL BE GREEN WITH BUCK LETTERING. LET FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK TERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENOTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINE$ WITH IDENTIFICATION TAPE, NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CIT MINIMUM LENGTH (FT) TO BE RESTRAINED ON .EACH. SIDE OF FITfING(S). DIP:, CL350 PIPE SIZE RECLAIMED n rr » n - " p 4 6 8 1.603 12 14 16. � i, 18 » 207. 24 9G' BEND 3,4. 12" WATER 45' BEND DO NOT DRINK 22-1/2' BEND 1 1/2" 0 36" (MAX) 0 11-1/4' BEND 1/2' BORDER o o o � 0 0 PLUG OR BRANCH OF TEE 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SMALL BE VISIBLE TO THE PUBLIC. 2. NOTES: 1.' FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2., INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR 'GREATER THAN LENGTH SHOWN IN TABLE. 3 WHERE TWO. OR MORE FITTINGS- ARE TOGETHER, USE, FITTING .WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN UNE ,VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED 'JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS ,OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA,' WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP * WO S WORKING PRESSURE: P.S.I. * SOIL DESIGNATION: NA N * LAYING CONDITIONS: * TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR,OF'1.5, RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 1048 PVC PIPE COLOR PANTONE PURPLE 5220 TYPICAL. PIPE 2" TO 8" PIPE = $" TAPE IS CENTERED ALONG TOP HALF OF' PIPE RECWMED WATER MAIN . RECLAIMED WATER MAIN 10" TO 16" PIPE - $" TAPE IS PLACED ALONG BOTH 31GES OF THE TOP HALF OF PIPE. uw ,sew wra .", wr •wv,r, ,ww ...w •wr"r . ......". •w -LOW wA wI w"m 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. .n.rr rr w •rNAa• •nw „w .a,"r .ra.I nw PAPER BACKED ADHESIVE .VINYL TAPE (TYPICAL) 2" 14: �6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RU FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) Y OF SANFORD 1999 FIG. 108 CITY OF SANFORD 1999 FIG. 109 16" IRRIGATING WITH 11/4" RECLAIMED 2"� 3,4. 12" WATER DO NOT DRINK 1 1/2" 0 36" (MAX) 0 1/2' BORDER o o o � 0 0 NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SMALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SMALL IE FANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3 ENGINEERING GRADE REFLECTWE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 UL NOT ROLLED NO TENSILE RAM. OR III STEEL. HOT DIP OALVANTZED PER ASTM A-123• S. MOUNTING HARDWARE SHALL BE STAINLESS STEEL 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PIANS AND/OR AS APPROVED BY THE U IL IIES DIRECTOR, RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 0000 gtlppapp❑ pptltlaaapgtl ❑C7ppaa0aap❑ ggtltlqppaapptl AAO p tltlp a p SEWER p p p patl tlaq UQU000000000 gu �00CA3 CI RECLAIMED WATER SEWER poop aoppppp❑ ❑paatlpOaa❑ tlOppapppp0❑ ❑papppaptlpq❑ apo El as pop WATER ppp Napo ap❑ a 00000Oppp 0000000000 000000no 00aaaq POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE 899 COVER DETAILS CITY 'OF SANFORD1999 FIG. 115 SET-TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE-, I f (SEE FIGURE 107) ADJUSTABLE CAST IRON WASTEWATER I 6" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE A -RD PDXEp TAIL CITY OF SANFORD 1999 FIG. 203 #9 ALUM. CUPS 2'-0" MAX. 10'-0" TO CENTER MAX SPACING TOP RAIL - POST CAP POST STRETBARS CHER / X49 TIE WIRES CORNER . f/ �v 12" O.C. a FABRIC 3/8. ROUND ;A TRUSS BARS UNE POST (SEE NOTE 1) 21 TURNBUCKLE /1 -TENSION WIRE in 3000 PSI CONCRETE - -i F+-- 6" 6"-~1 12" 12" FENCE DETAIL 3/8- ADJ. GATE POST GATE CORNER TRUSS RODS GATE FRAME r GATE POST A IN �`' FABRIC r - 20' MAX. -t DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN-LINK FENCE DEtAII, CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) __--- FINISHED GRADE VALVE BOX SEE NOTE 2 JL BOX SHALL REST ON 6" BRANCH BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE SEE MANHOLE AND SHALL BE .. ON CONTINUOUS COLORCENTERED �� OPERATING NUT CODED 14 GAUGE � INSULATED WIRE L o (NON-METALLIC $0 PIPES ONLY) n n ;M�2 WASTEWATER I 6" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE A -RD PDXEp TAIL CITY OF SANFORD 1999 FIG. 203 #9 ALUM. CUPS 2'-0" MAX. 10'-0" TO CENTER MAX SPACING TOP RAIL - POST CAP POST STRETBARS CHER / X49 TIE WIRES CORNER . f/ �v 12" O.C. a FABRIC 3/8. ROUND ;A TRUSS BARS UNE POST (SEE NOTE 1) 21 TURNBUCKLE /1 -TENSION WIRE in 3000 PSI CONCRETE - -i F+-- 6" 6"-~1 12" 12" FENCE DETAIL 3/8- ADJ. GATE POST GATE CORNER TRUSS RODS GATE FRAME r GATE POST A IN �`' FABRIC r - 20' MAX. -t DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN-LINK FENCE DEtAII, CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) __--- FINISHED GRADE NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. CITY OF SANFORD 1999 FIG. 116 LAT WYE WITH A. En JL E 6" BRANCH :: :�, '. ° �- INFLUENT SEWER SEE MANHOLE �■-- 24" DIA. MIN. .. SIZE VARIES D2466 AND D3035. 3000 PSI CONC. 6" 45' CONCRETE ENCASEMENT WYE WITH 1.09 MIN. (TYP) SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. 6END (SEE FIGURE 202). 6+ BRANCH SERVICE CL1 AN-0Ui FRAMES BEDDED IN MORTAR SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. TERMINAL DEPTH . (SEE NOTE 2) RGTATE 6" PVC SPRING LINE REMOVABLE •. TERMINAL DEPTH 'f TE GENOTE) 1) PERMANENT PWO MP) NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. CITY OF SANFORD 1999 FIG. 116 LAT WYE WITH A. En JL E 6" BRANCH :: - SEWER MAIN ° �- INFLUENT SEWER SEE MANHOLE .. SIZE VARIES D2466 AND D3035. W MAX. 6" 45' CONCRETE ENCASEMENT WYE WITH 1.09 MIN. (TYP) SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. 6END (SEE FIGURE 202). 6+ BRANCH SERVICE CL1 AN-0Ui FRAMES BEDDED IN MORTAR SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. TERMINAL DEPTH . (SEE NOTE 2) RGTATE 6" PVC SPRING LINE REMOVABLE •. TERMINAL DEPTH 'f TE GENOTE) 1) PERMANENT PWO MP) a'LUO L) SEWER MAIN 3'-0" MAX. 5" 2'-0" SERVICE CLEAN-oUT S N rtVAaAw MAIN 7 INSIDE W LOT (SEE NOTE 2) p JOINT SURFACES SINGLE DOUBLE PER SPECIFICATIONS 4'-0" (SEE NOTE 5) SERVICE SERVICE iRQJ:1LE LI w1Nf JROIVE LINE 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE TYPICAL LOCATION OF SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION A BE REMOVED) BY THE CONTRACTOR. DEVICE 3. .T 6- -OUT �IOCATOR . MIN. 4. RENOD 9» 4" SCH 40 PVC C.O. TYPI96L SERVICE VENT AND CLEAN-OUT DETAIL BE 6 INCHES IN DIAMETER AS A MINIMUM. 1 SECTION JOINT •--19'7-�• DETAIL S. O THE STUBOUT SERVICE CLEAN -GUT a FOREACHSERVICE. (SEESECTION43 4 OF THE UUTTIILITIIESTMANUAL). SANITARY SEWER LATERAL D T PLAN (SEE NOTE 2) CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARINO COVER LINE LOCKABLE NON SLIP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM) WIRIHO FROM PUMP STATION PRESSURE SWITCH " 2" CAP (MIN) 2 BRONZE BRASS, OR BRASS SHUT 0FI RESILIERT BALL VALVE VALVES AND FITTINGS �� 2" MIN TEE OIL -FILLED CAST IRON PRESSURE BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DIA PIP BALL CHECK LVE (FULL FLOW) 2" BRASS HORIZONTAL E FLANOED'TEE GATE VALVE INFLOW TFLAW TO CITY FROM PRIVATE FORCE MAIN PUMP STATION FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION .AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. Al :moi. r N ,M:aN WITH 1/4" ■►ACNO I[1W[[M ROM! PRIVATELL T -S ON IN U ACCORDANCE CT AND AWITH PUMP STATION w SECTION 22.5.2 OF THE (0WW" KMT* XXXXXXX UTILITIES MANUAL 000 1 Ile ur poem PRIV TE PUMP SION PRIES WIT[ I AND Sl NAG GE DETAILS CITY OF SANFORD 1999 FIG. 305 FINISHED ORADE A. En JL CONCRETE BASE :: B. FITTINGS ° �- INFLUENT SEWER SEE MANHOLE .. 6" PVC SLOPE TO TERMINAL DEPTH AT D2466 AND D3035. h DETAILS CONCRETE ENCASEMENT A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE 1.09 MIN. (TYP) SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. (SEE FIGURE 202). OF VERTICAL PIPE SET COVERS FLUSH IN PAVED AREAS 6: AT FRAMES BEDDED IN MORTAR SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. TERMINAL DEPTH . DROP PIPE RGTATE 6" PVC SPRING LINE AS REQUIRED FOR SERI' E (3' MIN.) •. TERMINAL DEPTH 'f TE GENOTE) 1) COURSES REQUIRED FOR SEWER MAIN 3'-0" MAX. 5" 2'-0" SERVICE (3' MIN.) S N rtVAaAw MAIN 7 INSIDE W (nr•) 4" DIA 6" LONG SPOOL PIECE WITH 1/6" p JOINT SURFACES SINGLE DOUBLE PER SPECIFICATIONS 4'-0" (SEE NOTE 5) SERVICE SERVICE iRQJ:1LE LI w1Nf JROIVE NOTES: 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BE REMOVED) BY THE CONTRACTOR. COMPLETED » JOINT WITH MIN. sQUEEYE-0� 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED -OUT AT THE END OF EACH SERVICE STUB -OUT. . MIN. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES 6: NON-RESIDENTIAL SERVICES SHALT 9» 4" SCH 40 PVC C.O. TYPI96L SERVICE VENT AND CLEAN-OUT DETAIL BE 6 INCHES IN DIAMETER AS A MINIMUM. 1 SECTION JOINT •--19'7-�• DETAIL S. O THE STUBOUT 2" MIN. a FOREACHSERVICE. (SEESECTION43 4 OF THE UUTTIILITIIESTMANUAL). SANITARY SEWER LATERAL D T M H H CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARINO COVER LINE LOCKABLE NON SLIP PROPERTY RIGHT-OF-WAY ACCESS HATCH ALUMINUM) WIRIHO FROM PUMP STATION PRESSURE SWITCH " 2" CAP (MIN) 2 BRONZE BRASS, OR BRASS SHUT 0FI RESILIERT BALL VALVE VALVES AND FITTINGS �� 2" MIN TEE OIL -FILLED CAST IRON PRESSURE BRASS DRAIN VALVE VALVE BOX GAUGE 2" ROSS 2" MIN DIA PIP BALL CHECK LVE (FULL FLOW) 2" BRASS HORIZONTAL E FLANOED'TEE GATE VALVE INFLOW TFLAW TO CITY FROM PRIVATE FORCE MAIN PUMP STATION FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION .AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. Al :moi. r N ,M:aN WITH 1/4" ■►ACNO I[1W[[M ROM! PRIVATELL T -S ON IN U ACCORDANCE CT AND AWITH PUMP STATION w SECTION 22.5.2 OF THE (0WW" KMT* XXXXXXX UTILITIES MANUAL 000 1 Ile ur poem PRIV TE PUMP SION PRIES WIT[ I AND Sl NAG GE DETAILS CITY OF SANFORD 1999 FIG. 305 PRODUCTS AND MATERIALS: TROWEL -FINISHED A. En CONCRETE BENCHING CONCRETE BASE :: B. FITTINGS ° �- INFLUENT SEWER SEE MANHOLE VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, CONNECTION D2466 AND D3035. h DETAILS CONCRETE ENCASEMENT A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE MANHOLE FRAME & COVER SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. (SEE FIGURE 202). OF VERTICAL PIPE SET COVERS FLUSH IN PAVED AREAS 6: AT FRAMES BEDDED IN MORTAR SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. ELEVATIONS SHOWN IN DROP PIPE UNPAVED AREAS. 2 OF BRICK (MIN.) •. (SEE NOTE 1) COURSES 1-6. MIN. J 3'-0" MAX. 5" 2'-0" S N rtVAaAw MAIN 7 INSIDE W OEUTSSIRD�EMEWALL 4" DIA 6" LONG SPOOL PIECE WITH 1/6" p JOINT SURFACES BITUMINOUS EEOXY COATINGS v� PER SPECIFICATIONS 4'-0" (SEE NOTE 5) 5" MIN. ir' PRE -P IMED JOINT SURFACES LI w1Nf JROIVE w ENCHING PER SPECIFICATIONS sy11" p (WRAPPER TO BE REMOVED) REINFORCEMENT AND JOINT COMPLETED » JOINT WITH MIN. sQUEEYE-0� SQUEEZE DETAIL 70 BE DESIGNED BY -OUT THE ENGINEER AND . MIN. APPROVED BY THE 9■ 9» 4" SCH 40 PVC C.O. TYPI96L SERVICE VENT AND CLEAN-OUT DETAIL CITY. 9 1 SECTION JOINT •--19'7-�• DETAIL BEDDING ROCK 2" MIN. a -PLACE M H H CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. En PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND D1785. :: B. FITTINGS ° �- INFLUENT SEWER FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, -,----INFLUENT (SEE NOTE 3) D2466 AND D3035. C. PVC CLEANER, PRIMER AND GLUE CONCRETE ENCASEMENT A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: OF VERTICAL PIPE ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. DROP PIPE AS REQUIRED •. (SEE NOTE 1) L _ ST'n-WT - J ISCH 40 NO) (> �'TAL tt6is = VO " S N rtVAaAw MAIN TYPICAL SERVICE CROSS --SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/6" STANDARD DROP DETAIL STAINLESS STEEL MESH TRASH GUARD 90• BEND 90' BEND 4" PVC RISER 4" PVC C.O. THREADED CAP t 5 45' BEND STRUCTURE TEE D.W.V.V WYE 4" SCH 40 PVC C.O. TYPI96L SERVICE VENT AND CLEAN-OUT DETAIL VAQUUrM SEWER SERVICE LATERAL SPECIFICAxI_ON5 CITY OF SANFORD 1999 a FIG. :20:5] THICKNESS (INCHES) DIAMETER HEIGHT FE MATERIAL MANUFACTURER INCHES 46-53 54-57 56-60 61-66 67-n NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 6" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" R MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LANG FROM THE WALL Of THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E 14-3 8 6 -1 4" NIBCO 3" DWV 90' STREET ELL 16 " COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD =1999 FIG. 206 TEE PRECAST WALL OLE :: • t . • • . ° �- INFLUENT SEWER -,----INFLUENT (SEE NOTE 3) CONCRETE ENCASEMENT '{ OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED •. (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PW�tNHO WALL :l STAINLESS STEEL PVC OR DIP STAINLESS STEEL :..' : : ' t ;•,': PIPE CLAMP t ' RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTESt 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 244 DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAYS AN INVERT 24" R MORE ABOVE THE OUTFLOW PIPE INVERT. WHOLE CONNECTION DEI&U CITY OF SANFORD 1999 FIG. 201 t CITY OF SANFORD 1999 FIG. 207 4' THICK 3000 PSI., LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE CHAIN LINK FECNERTU ANTENNA PER SECTION 22.3.10 AND 46.8 OF TrE MANUAL I OCONCRM -IRRIGATION SYSTEM (TYP) (SEE FIGURE 3Q4) CONTROL PANEL ' IN (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER SERVICE METER � HOSE BIBB v W/BFP DEVICE. _ R/W 3' 5' SIDEWALK 2 8' SVANG GATE 5' S' BACK OF CURB STREET LIG 3/4" POTABLE ViIATER, METER C/L PUBLIC .R/W RECLAIMED WATER MAIN I ' • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH Of THE W WET WELL NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3.' LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. I 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC,POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHAM BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A 3CALED (1" a 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. :30:0] r n w n- n ID a Q t CITY OF SANFORD 1999 FIG. 207 4' THICK 3000 PSI., LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE CHAIN LINK FECNERTU ANTENNA PER SECTION 22.3.10 AND 46.8 OF TrE MANUAL I OCONCRM -IRRIGATION SYSTEM (TYP) (SEE FIGURE 3Q4) CONTROL PANEL ' IN (SEE FIGURE 301) 3/4" IRRIGATION 1" WATER SERVICE METER � HOSE BIBB v W/BFP DEVICE. _ R/W 3' 5' SIDEWALK 2 8' SVANG GATE 5' S' BACK OF CURB STREET LIG 3/4" POTABLE ViIATER, METER C/L PUBLIC .R/W RECLAIMED WATER MAIN I ' • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH Of THE W WET WELL NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3.' LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. I 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC,POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHAM BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A 3CALED (1" a 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. :30:0] SET TOP OF VALVE BOX VALVE PAD COVER (SEE FIGURE 115) TO FINISHED GRADE DETECTOR ASSEMBLY AS APPROVED BY THE CITY INCHES AND BELOW � N ' SEAT GATE VALVE. AgG U. DOUBLE CHECK OR CONCRETE PAD METER BOX AND UD UNION RODS ON D.I.P. RISER (TYP) IN UNPAVED AREAS FINISHED GRADE M J HYDRANT (SEE FIGURE 107) DETECTOR ASSEMBLY AS ZI 4" CONCRETE SLAB (2 REQ.) ' APPROVED BY THE CITY TEST COCK (TYP.) 300'MAX. 12" TO 30" WIRE Mall SLAP WITH NO. 8 x 6 Fl1sSlRD GRADE ABOVE ADJUSTABLE CAST IRON DIELECTRIC UNION THREADED .;�1 .• VALVE BOX SEE NOTE 2 (2 REQUIRED) NIPPLE (TYP.) WIRE MESH BOX SHALL REST ON RESILIENT SEAT 1v ' BEDDING ROCK NOT M. J. GATE VALVE SLOP 36" MIN. ON VALVE OR PIPE (2 REQUIRED) 1/2" PREFORMED JOINT / MATERIAL BETWEEN % PIPE AND CONCRETE \/ / //\/\ \ i> is i i� / / IgE?\ \� AND SHALL BE WATER MAIN CENTERED ON OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE'CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 VALVE PAD REDUCED PRESSURE ZONE R. DETECTOR ASSEMBLY AS APPROVED BY THE CITY INCHES AND BELOW � N ' SEAT GATE VALVE. AgG U. DOUBLE CHECK OR (DOMESTIC AND IRRI- METER BOX AND UD UNION RODS ON D.I.P. RISER (TYP) REDUCED PRESSURE ZONE GATION ONLY. 2 REQUIRED) M J HYDRANT 90' BEND DETECTOR ASSEMBLY AS ZI 4" CONCRETE SLAB (2 REQ.) APPROVED BY THE CITY TEST COCK (TYP.) 300'MAX. 12" TO 30" WIRE Mall SLAP WITH NO. 8 x 6 Fl1sSlRD GRADE ABOVE IlLon DIELECTRIC UNION THREADED .;�1 .• W10 x W10 GRADE (2 REQUIRED) NIPPLE (TYP.) WIRE MESH SLOPE 2�" _.,.: 1v ' 90' BEND SLOP 36" MIN. li, COVER (2 REQUIRED) 1/2" PREFORMED JOINT / MATERIAL BETWEEN % PIPE AND CONCRETE \/ / //\/\ \ i> is i i� / / IgE?\ \� ro a[1tYI0[ - - THRUST c N R000[D11LED ro SLOPE so' sastIA END OR OR V FINAL GRADE SLOPE / SLAB (TYP) nett 90' BEND (2 REQ.) to SERY10E MAIN -�- SERVICE LINE 9D 0" OR TOTALLY THRUST COLLAR RODDED TO -THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED BY THE CITY 90' BEND OR RESTRAINED FROM BACK TO VALVE AS REQUIRED BY THE CITY TO MAIN ASSEMBLY IRRIGATION DOUBLE CHECK VALVE SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5008). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5000). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES .AND BLACK FOR ALL OTHER USES. 7. A OATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) RUBLE CHE K OR HEMED PROSUff- ONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection to required at all connections betwson existing active water mains and proposed new water main Improvements. 2. The detail above Is to be used for filling any new water main of any size from existing aotiva water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSmtnlmum velocity) and for pulling baotoriologlool samples from any new water main of any size. The Jumper connection shall be maintained until after filling, flushing, testing and disinfection of the new main has been sue09asfulh comploted and olearonae for use from the Florida Department of Environmental Protoot an (F EP) and other pertinent agenelos have been roaelved. The Jumper connection shall also be used to maintain a minimum pressure of 20 pal in the new mains after disinfection and until the FDEP cl•aronco letter In obtained adequate. Thrust blocking and/or roatmInts shall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfsatod prior to installation In accordanoe with AWWA C651, 1992 edition. The topping sleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per section 11 of AWWA C651-92, 3. Flushing of 10 Inchon In diameter and larger water mains may be done through the tit -in valve under very controlled conditions. The following procedures shall be followed: A. The 114 -In valves shall be operated and pressure tested In the presence of the utility company and engineer to verify water tightness prior to fie -in. Valves which ore not water tight *hall be replaced with a new valve Installed Immediately adjacent to the looking valve. 9. The temporary jumper connection *hall be oonatructed as detailed. The jumper connection shall be used to fill the new water main and for Provldinitwater for baa- teriologlool sampling of the new main as required by the FDEP perm. • Flushing shall not be attempted during peak demand hours of the existing water mains. • All downstream valves In the system must be open prior to opening the tie -In voM. • Provide for and monitor the pressure In the Nle -In point. The pressure In the existing main must not drop below 35 pal. • The fle-in valve shall be opened a few turns only, ensuring a pressure drop across the valve is greater than 10 psi. C. The tie -In valve shall be looked closed by the utility company until flushing begins. D. The tie -In Volvo shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the He -in valve shall be closed and looked in the closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check backflow prevention device has been ioeted and Is In good working order at the time of Installation. S. Except an required to flush lines of greater than 8 Inchon to diameter, the tie -In Valve shall remain closed and shall be looked in the closed position by the utility company. The tis -In valve shall remain locked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of oNaronae for use from FDEP and all other Pertinent agencies, the contractor shall remove the temporary jumper oonneoflon. The corporation stops are to be closed and plugged with 2 Inch brass plugs. 7. All Installation and malnt•nonce of the temporary jumper connection and associated baakitow pravetRon dwb% fttl rM% valve, e@D. d wN be No respaNAMy of tin 000111 oFsr. T'E'MPORARY JUMPER CQU,M C 0 CITY OF SANFORD 1999 FIG. 5048 COVER (SEE FIGURE 115) T,..r BACKFILL SPLICE BACK off!INTO LOCATEAIN WIRE N1 �� BUTTERFLY 1 VALVE 0 4 o 0 00\� -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE 1V�1\ rel. 7 14 GAUGE COLOR CODED INSULATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX UNDISTURBED BEDDING ROCK EARTH NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX , DETAIL CITY OF SANFORD 1999 FIG. 401 HYDRANT - -� OPERATING NUT HOSE NOZZLE - 24" SQUARE AND - 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2-#4 AT 9'- O.C. ALL AROUND COMPACTED J BACKFILL SEE NOTE 3 -� DOUBLE CHECK OR VALVE PAD REDUCED PRESSURE ZONE R. DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. d: Y. RESILIENT � N ' SEAT GATE VALVE. AgG U. (2 REQUIRED) TEST COCK (TYP.) METER BOX AND UD UNION RODS ON D.I.P. RISER (TYP) FLANGED M J HYDRANT 90' BEND ANCHORING TEE ZI 4" CONCRETE SLAB (2 REQ.) MO.a x 4 E, , W10xWIG I 300'MAX. 12" TO 30" WIRE Mall SLAP WITH NO. 8 x 6 Fl1sSlRD GRADE ABOVE IlLon CURB 4" TO S. .;�1 .• W10 x W10 GRADE FINISHE WIRE MESH SLOPE 2�" _.,.: 1v ' SLOP 36" MIN. li, COVER e 1/2" PREFORMED JOINT / MATERIAL BETWEEN % PIPE AND CONCRETE \/ / //\/\ \ i> is i i� / / IgE?\ \� ro a[1tYI0[ - - THRUST c N R000[D11LED ro so' sastIA END OR OR V ADJ1ISTAM.E PIPE NWI.11 i1\ i / SLAB (TYP) nett 90' BEND (2 REQ.) to SERY10E MAIN -�- SERVICE LINE 9D 0" OR TOTALLY THRUST COLLAR RODDED TO -THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED BY THE CITY 90' BEND OR RESTRAINED AND APPURTENAN t.. ALL PIPE AND "TTiNOS. MATERIALS LAIlORAPPURTENANCES BACK TO VALVE AS REQUIRED BY THE CITY - DOUBLE STRAP SADDLE 3 INCH AND ABOVE ASSEMBLY IRRIGATION DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BRASS COMPONENTS. BALL VALVE1'0" CITY OF SANFORD 1999 MIN OR OTHER PAVED AREAS. (2 REQUIRED) - NSTAW WITH BYPASS. FiN13H WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. VAY13 STIALL BE C14UNEO CLOSED. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIOATION METER PRESSURE ABOVE HIGHEST OUTLET. VACUUM BREAKER OR S. THE ABOVE OROIIND MAU LINE SHALL BE SIZED FOR FIRE FLOW ZONE_ASMM 5'0" MIN 7 CONCRETE SUB FIG. 502 - R ALL /IRE LINES SHALL BE A MINIMUM OF EIGHT (B) INCHEB ABOVE GRQ.QNQ DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED ERESSURE ZONE DETECTOR MUM CITY OF SANFORD 1999 _J FIG. 500B PUMPER NOZZLE FACING STREET VALVE PAD SCHEDULE 80 PVC PIPE R. Of AND CONCRETE $LAB � N ' NOT REQUIRED WHERE RECLAIMED AgG U. =ofe WATER IS UTILIZED) METER BOX AND UD UNION W r1ANDED BEND 9 M J HYDRANT RM ON DLP. RIM ANCHORING TEE ZI 6 wATE" MO.a x 4 E, , W10xWIG I 300'MAX. 12" TO 30" WIRE Mall SLAP W Fl1sSlRD GRADE ABOVE IlLon CURB 4" TO S. .;�1 .• GRADE FINISHE V&VE GRADE _.,.: yy3 r r ,z zy i ro a[1tYI0[ - - THRUST c N R000[D11LED ro so' sastIA END OR OR V ADJ1ISTAM.E PIPE 70 VALVE AS tIEaRlal[D SUPPORT STANDSTInUlr COLLAR W'"I'm TO BY THE CRY -�- SERVICE LINE 9D 0" OR TOTALLY J RESTRAOU As FAXIVIW» SEPARATE TAP TO MAIN. IN MOST CASES AND APPURTENAN t.. ALL PIPE AND "TTiNOS. MATERIALS LAIlORAPPURTENANCES THE n THE CRY SHALL BE SUPPLIED RY THE X:oIR{tACroR. - DOUBLE STRAP SADDLE SAMESERVICE CON ECTION.OFF TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT 1. A POSITIVE DIELECTRIC CONNECiION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. SHALL K FACTOW-FIANOW. CITY OF SANFORD 1999 FIG. 505 PUMPER NOZZLE FACING STREET 6" BEDDING ROCK 6" PIPE -•7 MECHANICAL JOINT RESIUENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TTP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. EIRE HYDRANT ASSEMDUD, ETAIL CITY OF SANFORD 1999 FIG. 402 N. IN. 1r SPOOL PIECE DOUBLE am OR I== SSURE ZONE DETECTOR 11N10E0 'T" TD "An PASMAOLY As REQUIRED F1 THC CRY TRAFFIC COVER - WHERE REQ'D. FINISHED GRADE 2" GATE VALVE - 2" 90' BEND DOUBLE METER BOX (18" x 24" MIN.) 4" 2" CAP T -C9 I RESTRAINED WATER MIRONOINT7 111 6" BEDDING ROCKAIN 1/2" 1111 I[D JOM TgeAl. IEIYYE[N PIPE VALVE PAD SCHEDULE 80 PVC PIPE R. (SEE FIGURE 107) AND CONCRETE $LAB � N ' NOT REQUIRED WHERE RECLAIMED "one. vw. tour. vw. Hom I VERT. =ofe WATER IS UTILIZED) METER BOX AND UD UNION W r1ANDED BEND TO BE FLUSH WITH M J HYDRANT RM ON DLP. RIM ANCHORING TEE 12" MIN. 6 6" BEDDING ROCK 6" PIPE -•7 MECHANICAL JOINT RESIUENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TTP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. EIRE HYDRANT ASSEMDUD, ETAIL CITY OF SANFORD 1999 FIG. 402 N. IN. 1r SPOOL PIECE DOUBLE am OR I== SSURE ZONE DETECTOR 11N10E0 'T" TD "An PASMAOLY As REQUIRED F1 THC CRY TRAFFIC COVER - WHERE REQ'D. FINISHED GRADE 2" GATE VALVE - 2" 90' BEND DOUBLE METER BOX (18" x 24" MIN.) 4" 2" CAP T -C9 I RESTRAINED WATER MIRONOINT7 111 6" BEDDING ROCKAIN 1/2" 1111 I[D JOM TgeAl. IEIYYE[N PIPE PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R. O.S. t Y. RESRJQIT :EAT YAYp AND CONCRETE $LAB NOT REQUIRED WHERE RECLAIMED "one. vw. tour. vw. Hom I VERT. (a REQUIRED) WATER IS UTILIZED) METER BOX AND UD UNION W r1ANDED BEND TO BE FLUSH WITH FINISHED GRADE. RM ON DLP. RIM 4" CE SLAB WI SHUT OFF VALVE 1E_ IM 11 wATE" MO.a x 4 E, , W10xWIG I 300'MAX. 12" TO 30" WIRE Mall SLAP Fl1sSlRD GRADE ABOVE IlLon CURB 4" TO S. .;�1 .• GRADE FINISHE V&VE GRADE _.,.: so. W REND (2 REQVIKD) ,z FrMHOMM MAIN ro a[1tYI0[ - - THRUST c N R000[D11LED ro so' sastIA END OR OR V ADJ1ISTAM.E PIPE 70 VALVE AS tIEaRlal[D SUPPORT STANDSTInUlr COLLAR W'"I'm TO BY THE CRY -�- SERVICE LINE 9D 0" OR TOTALLY J RESTRAOU As FAXIVIW» SEPARATE TAP TO MAIN. IN MOST CASES AND APPURTENAN t.. ALL PIPE AND "TTiNOS. MATERIALS LAIlORAPPURTENANCES THE n THE CRY SHALL BE SUPPLIED RY THE X:oIR{tACroR. - DOUBLE STRAP SADDLE SAMESERVICE CON ECTION.OFF 2. ALL PIPE AND FITTINGS THREi__INCHES) IHCAND LARGER :HALL BE NOTES, RESTRAINED JOINT DUCfLLE RROTi PIPE. ABGYE GRADE J01NTs 1. A POSITIVE DIELECTRIC CONNECiION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. SHALL K FACTOW-FIANOW. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE G TNR[I(3) RICH METERS AND ABOVE $HALL BE ABOVE OROUND OR OTHER PAVED AREAS. NSTAW WITH BYPASS. FiN13H WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. VAY13 STIALL BE C14UNEO CLOSED. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIOATION METER PRESSURE ABOVE HIGHEST OUTLET. VACUUM BREAKER OR S. THE ABOVE OROIIND MAU LINE SHALL BE SIZED FOR FIRE FLOW ZONE_ASMM CITY OF SANFORD 1999 FIG. 502 - R ALL /IRE LINES SHALL BE A MINIMUM OF EIGHT (B) INCHEB OR AS APPROVW BY THE FIRE DEPT. _ 7. THE ENTIRE ASSEMBLY %KL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USER. LL A GATE VALVE ENALL DE INSTALLED AT THE ASSEMBLY'S CONNECTION MW TO THE MAIN. ' B. DUAL DOWOM-FIRE FLOW MASTER METERS SHALL IC THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SFIALL BE EITHER COMPOUND OR BN,NE TURIRNE TYPE AS DETERMINED FROM THE PROPOSED USAGE N ACCORDANCE wRH APPENDIX "D" Or TiE UTILITIES MANUAL DUAL 129MESIM-EIREJELM DOMESTIC WATER MASTER METER AS E,MBLY CITY OF SANFORD 1999 FIG. 501 0;� rA -� I, -Au -4._ TYPICAL COMMERCIAL BECLAIMED WATER IRRIG09H SMEM LAYOUT CITY OF SANFORD 1999 FIG. 506 6" 1 2" 90' BEND �- TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2, COLOR SHALL BE APPROPRIATE FOR USE. S. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FFIG. 403 DOUBLE SINGLE LOTS (TYP-) SERVICE (TYP.) 1 SERVICE (TYP.) PROPERTY LINE (TYP.) WA R MAIN CLEANOUT . T (Typ) REDUCF,R 4" WATER MAIN (MIN.) 5" FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1)-\ RIGHT OF WAY LINE SEPARATETER CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE, TYPICAL SERYICE LOCATION D�AI-L CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R. REDUCED PRESSURE DEVICE AND FITTINGS NOT REQUIRED WHERE RECLAIMED "one. vw. tour. vw. Hom I VERT. YARIMLC[s WATER IS UTILIZED) METER BOX AND UD UNION UNION TO BE FLUSH WITH FINISHED GRADE. IRLCLAIMW SHUT OFF VALVE NOT91k MO. 4 wATE" I to tr 12" TO 30" ABOVE + CURB 4" TO S. GRADE FINISHE GRADE • METER CURB STOP -�- SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES + CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TOTHE HOUSE R AND OF THE - DOUBLE STRAP SADDLE SAMESERVICE CON ECTION.OFF WATER MAIN NOTES, 1. A POSITIVE DIELECTRIC CONNECiION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT iFE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FiN13H WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) IRRIOATION METER PRESSURE ABOVE HIGHEST OUTLET. VACUUM BREAKER OR REDUCED PRESSURE ZONE_ASMM CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being. placed In service, all new water mains shall be chlorinated in accordance with the sp4cificatlone Wow and the prooeduree oullins In AWWA C-651 "Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be compiled with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square inch pressure, unless otherwise approved by the City, for a period of not lose than two (2) hours. Testing shall be in accordance with the appltaable provisions as sot f9rth In Section 13, AWWA Standard C600 for duotibio Iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall Include the continued application of the specified pressure to the test tem, for the two hour period, by wqy of a um %ing }ua from a gontainer suitable for measuring water loss. Tito amount of lose shall be d*term ns y measturing the volume displaced from said container. Should the test fall, necessary repairo shall W e 61 h I its. e coopps Ilehed by the oo }}�r-ector: and tit test repeated until within thest 1 ed m Th conilrq or shall furnish the n•oessaryry bar. water pu pe, gouges and afl other •ms required to conduct the required ova •r distributlsn system and pernorm necessary repairs. WATER SYSTEM TESTING AND DISHLECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PI DOUBLE CHECK OR PIPE AND FITTINGS REDUCED PRESSURE DEVICE SCHEDULE 80 PVC PIPE R AND FITTINGS METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE I 12" TO 30" I ABOVE CURB 4' TO B" GRADE FINISHE GRADE METER CURB STOP �--- SERVICE UNE �-- CORP. STOP -- DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL. IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3, USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL.. DOMESTIC METER AND DOUBLE CHECK YALYE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FFIG. 503 GENERAL NO 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REGIMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYFES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DEMOTES OUTSIOI OF PIPE TO OUTSIDE Or PIPE. 4. ACCEPTABLE VARIANCESt A. WHERE HORIZONTAL SEPARATION 15 NOT ATTAINABLE, DUCTiLE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL. SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POiNT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART Of A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN_ SEPAFUTIOR_ REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 iToa►ORATION MARK WTrH WOOD t(MR1)C 0,- tITOP 0* MTIONOL) ' ` " 4" WITH Lar NUM- x 3/4) cum IITOP y CURB ST0 2 EA. 9 g (tleE MOR a) pp5� . 6, MAX i LNI[ bc".) (1' MBL) ., . r"OPERtY LINE :. SINGLE METER BOX AND - - INDIVIDUAL METER BOXU &7 - WATER MER" UP TO r WATER METERS ur To r (r! CITY OF sm"") (BY CITY Or fAWORO) SINGLE SERVIC& DOUBLE SEWVICIF CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK 6X FITTING LOCATINO WIRE VALVE (NORMALLY OPEN) LOCATI G WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) 30, _ 455' YOKE BATE METER AWWA TYPE CURD STOP CC THREADS PRRTLE WATER MAIN OPEOCS POLYETHYLENE SADDLE, TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A. 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LATS) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION D AIJe CITY OF SANFORD 1999 FIG. 405. 2"METER DOUBLE CHECK BACKFLOW i riltri TER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED, 12" TO 30" ` 3/4- HOSEBIBB ABOVE W/VACUUM BREAKER_ 2" SCHO. 80 PVC. GRADE 2* SCHD. 80 PVC PRESSURE GAUGE - DOUBLE STRAP SADDLE 2 CORP. STOP 2" OW. STOP EXISTING o • NEW WATER UNE WATER UNE FLOW --= TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CiTY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION, OF THE DEVICE. TEMPORARY JUMPER CQNNCTION CITY OF SANFORD 1999 FIG. 504A,L HORIZONTAL R VERTICAL SEPARATION REQUIREMENTS PUTILITY ROPOSED POTA= WATER R MAMEO WATER' (e�X tr.LL sT1ISM stM AIMIA" NOR. Yurr. "one. vw. tour. vw. Hom I VERT. YARIMLC[s POTA"r D tr to' in, to' is,WATut IRLCLAIMW C/o 1r, _ NOT91k MO. 4 wATE" to tr s• 0/0 Is' - - - GENERAL NO 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REGIMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYFES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DEMOTES OUTSIOI OF PIPE TO OUTSIDE Or PIPE. 4. ACCEPTABLE VARIANCESt A. WHERE HORIZONTAL SEPARATION 15 NOT ATTAINABLE, DUCTiLE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL. SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POiNT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART Of A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN_ SEPAFUTIOR_ REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 iToa►ORATION MARK WTrH WOOD t(MR1)C 0,- tITOP 0* MTIONOL) ' ` " 4" WITH Lar NUM- x 3/4) cum IITOP y CURB ST0 2 EA. 9 g (tleE MOR a) pp5� . 6, MAX i LNI[ bc".) (1' MBL) ., . r"OPERtY LINE :. SINGLE METER BOX AND - - INDIVIDUAL METER BOXU &7 - WATER MER" UP TO r WATER METERS ur To r (r! CITY OF sm"") (BY CITY Or fAWORO) SINGLE SERVIC& DOUBLE SEWVICIF CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK 6X FITTING LOCATINO WIRE VALVE (NORMALLY OPEN) LOCATI G WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) 30, _ 455' YOKE BATE METER AWWA TYPE CURD STOP CC THREADS PRRTLE WATER MAIN OPEOCS POLYETHYLENE SADDLE, TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A. 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LATS) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION D AIJe CITY OF SANFORD 1999 FIG. 405. 2"METER DOUBLE CHECK BACKFLOW i riltri TER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED, 12" TO 30" ` 3/4- HOSEBIBB ABOVE W/VACUUM BREAKER_ 2" SCHO. 80 PVC. GRADE 2* SCHD. 80 PVC PRESSURE GAUGE - DOUBLE STRAP SADDLE 2 CORP. STOP 2" OW. STOP EXISTING o • NEW WATER UNE WATER UNE FLOW --= TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CiTY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION, OF THE DEVICE. TEMPORARY JUMPER CQNNCTION CITY OF SANFORD 1999 FIG. 504A,L 00 I N C? I O CJ GENERAL NOTES 6. 0,. � 43' 41'-0" - -0"------ 1. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL CODE REQUIREMENTS. 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID. 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED FOR THIS WORK. (NEGOTIABLE) 4. MATERIAL INDICATED BUT NOT SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND. 5. ALL FINISHES SHALL REMAIN AS IS EXCEPT WHERE NOTED ON PLANS. 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 7. WHERE REQUIRED BY CODE NON-COMBUSTIBLE MATERIALS SHALL BE USED IN LIEU OF MATERIALS INDICATED ON DRAWINGS. 8. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS. 9. REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO MATCH EXISTING ADJACENT AREAS. 10. ALL EXISTING FINISHES: I.E. FLOOR TILE, BASES, WAINSCOTS, WALL COVERINGS, CEILING TILE, ETC, TO REMAIN UNLESS OTHERWISE NOTED. 11. PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING. 12. NEW DOORS SHALL BE 3'-0" x 6'-8" UNLESS NOTED OTHERWISE AND SHALL BE SOLID CORE & STAINED. SQUARE FOOTAGE: A/C 1858 SQ. FT. CARWASH TUNNEL 1620 SQ, FT. MECHANICAL RM. 663 SQ. FT. COV. ENTRY 107 SQ. FT. RETRIEVAL AREA 200 SQ. FT. GRAND TOTAL 4447 SQ. FT. FLOOR PAN 1/4"=l'-0_ By: Sanfo Date: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1606, 1997 EDITION OF THE STANDARD BUILDING CODE. IT IS DESIGNED TO W-[H— STAND 100 MPH WIND LOADS. MINIMUM DESIGN PRESSURE FOR OPENINGS IS +23.6, —25.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. offlct COPY SANFORO BUILDING DEPT THESE PLANS ARE R£V'IEWEJ ANO CONOITIONALLV y ACCEPTED FOR PERMIT. A PERMiT 1!5SUE0 -,HALL SE CONSTRUED TO BE A LICGN5C TCS POOCEED WrM THE WORK AND NOT AS AUTHORITY TG VIOLATE, CANCE'L., ALI ER. OR SETT ASIDE ANY OF Y" PROVISIONS CF THE TECHNICAL COD) -', NC>R SLIALL ISSUANCE CF A IFERMI PRLVEIJ'r 'i Hr SUILOIN�; DEPT FROPa THEREAFTER RECUIRING A COFMCiri' TION OF F-RRON3 ON THE PLANS, CONSTRUCTION OH OTHER VIOLATIONS OF THE COr;E8, 1, ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY, 2. INTERIOR METAL STUDS SHALL BE 2"x4" UNLESS OTHERWISE NOTED. 3. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED EQUIPMENT, SUCH AS WALL CABINETS, LAVATORY, SINKS, MIRRORS, ETC. 4, CASEWORK SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 5. WALL MOUNTED SINKS AND LAVATORIES SHALL BE MOUNTED WITH CARRIERS AND SO THAT THERE WILL BE 4' IN, CLEARANCE BETWEEN WALL AND SIDES OF SINK 141 VI SED: 9-24-2002 z w z z .Q rx � wa J_ W U W 7 vi Z O O U � z ui a rn a N � Z aW _ r rW U ~ U awl V) In V) C) w or IL w X vi z w p = F_ U O z t z0 Q vi r z �z w �o w N r 4 � t,. O Ir Z 2 O h- F }Q Q � 4 0 r z 0 Q w U- 2 2 O N U N Z `t F m O Z r _ >- ui w w w 0 m z Q w �m z V) .� W_ � �! ww O 0 � w zQ � 3 w w m �w mW mV) 00 ae w a zm a~ z o N Z O QF x o U z (� O O p O z W Q O in U6 N Ow0 w O LE 0 p Z: W w 4 m V) z Z O ww om o w Z m 0 ui Qz Q w r ow .a z� z aQ iii X w r (75 U Q 0 p U 2 uj Q U to CZ W O O_ z .Q ZQN � J = V� F o 'z - w (nL, F_ w _0� 01 m 0. J O U T_ a,V) W oIt 0 zF < o cn z r 0 60 Cy F- a `r O 3 v) Q6 J Z O w � o O 1 U z V a r - O �l Z > Q V) vmwi o W U) W_ > w m� cr w T Q (/1 U cr w0 w LLJ 60 z �w w� o� CrCL Cr a U Q r x a� u� w J z � w ) A F JK BJR UAIE 0--2001 ALE NOTED SHEET A-3 of 22 k. w Ld U_ O CD F LL. r- O r-- ¢ a N 00 U fI tY CD r00! W N: Z Q r rn f� O Z Z w LLJ _ Lv �" N o w o =_ 00 C] Z u� 5 O v W W d Z w V) (n � z cn MN Q 1 / o Q F7- =D U to 3 N m a z CD z Z O w 0 L>_ Z Z d Z x ON N � COof ¢ W a ¢ N 4 M r d z cn v' a 2 c7 Cl A F JK BJR UAIE 0--2001 ALE NOTED SHEET A-3 of 22 k. Ld U_ LL X LL. ^O 00 r00! 04 04 V O cr) W r� V) (n � MN Q 1 / ft -1 L.,_ Q C.L. p [y Z O L>_ d Z O < N (n A F JK BJR UAIE 0--2001 ALE NOTED SHEET A-3 of 22 k. -`-"~•---8" MASONRY UNITS __...--------- �S �UNU. ULUCK 2"x8" PJ. BUCK W/ 5 8" MASONRY UNITS „ • 1/2" J -BOLTS PLACED 8" MASONRY UNITS 8 CONC. BLOCK IN STEM WALL W/ 2"x 2" WASHER & 1/2" NUT. . - 2 #5 BARS ABOVE PENETRATING PIPE CONC. FOOTING MISPLACED DOWEL NOTE: w s INTERIOR OF GARAGE DOOR 06" BUCK AROUND a °O _ (Di 2"x8" P.T. BUCK W/ 3 1"X6" BUCK AROUND PERIMETER OF ROUGH �' PENETRATING PIPE 1/2" J -BOLTS PLACED PERIMETER OF ROUGH OPENING, T -NAIL ® : THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL IN STEM WALL W/ 2"x OPENING, TAP -CON ® 4" 0. C, # ----- .._--- -^`rr r - REINFORCING AT AN INCORRECT LOCATION. J 12" o.C. wlNDow 2 5 BARS BELOW (�_ - --- --- C� 2" WASHER F GAR. NUT. DOOR IF WALL HAS NOT BEEN BUILT, DRILLA 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED EACH SIDE of GAR. DR. 16" PENETRATING PIPE -- v ON CHAIRS EDGE OF THE SLAB AT THE CORRECT LOCATION. EPDXY A 30" LONG #5 REBAR INTO THE DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19" AND BEND VERTICAL #5 BARS ABOVE BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. CHAIR BLOCK & BELOW PENETRATING PENETRATING PIPE IF THE WALL HAS BEEN BUILT, CORE THE WALL AT THE CORRECT LOCATION 16" WIDE AND 4" En 16'-0" GARAGE DOOR OPENING PIPE DEEP: FULL OPENING AT THE FLOOR. DRILL HOLE AND INSTALL 30" LONG REBAR AS DESCRIBED W ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM, FORM CORED WALL Z' ` AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDELi BUCK DETAILS FOR WINDOWS, PIPE THRU FTG. DETAIL 0 F� PENETRATION PIPE REPAIRS NECESSARY TO THE TIE BEAM. � E BLOCK w c GARAGE & ENTRY DOORS -1 FILL AS SHOWN a < FILL CELLS SOLID w� PIPE THRU STEM WALL DETAIL l'w 2 T F c Z C = C 4' a NOTES: 7r V O ROOF EDGE j 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED PER MANUFACTURER. © GABLE END E NAIL SPACING ME ROOF SHEATHING SEE ZONE CHART r 2. HEADER STUD REQUIREMENT: � ____ - - - - � - - -- T i - -- - -� ---� /-2X4 OUTLOOKER ®24" O.C. (MAX. 12" O.H.) W/ A34 ®24" O.C. 0- 1 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" ri x4 Wn D RAE ®R D o 2HEADER STUDS (EACH SIDE) 6'-0" TO 12'-0" © �1 / 1 b U _ >1300 r-11. I. HIS SIGN OFF IN SUCH CASES WILL BE 0 F5 ACCEPTABLE. DIRECT TRUSS TO BLOCK WALL CONNECTION 'Z ui ENDWALL FOR GYPSUM CEILING DIAPHRAGM a 0 0 z W w am Q FOUNDATIONS: CONSTRUCTION NOTES - _ W --- - o w GENERAL: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. 0 w m PRESSURE OF 2000 PSI PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OFDOOR 1. LIVE LOAD - ROOF 20 PSF THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH SCHEDULE o , UABLE OR2. IF FOOTING ELEVATION OCCURS IN DISTURBEDNST 2. WIND SPEED 120 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE a 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD, CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND uj NECESSARY ADJUSTMENTS G MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS 0 x iL BUILDING CODE &LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS z A7 MAIN ENTRANCE & SIDE ENTRANCE) 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) i Q PERMITTED, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL OF 1/2" DIAMETER (ASTM A-307) CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY w o WALL MIRROR - WALL PARTITION STEEL PIPE OF LARGER DIAMETER. 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN '•' 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT IAN 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) m o EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF OR IF NOT SHAWN, COMPLY WITH THE RECOMMENDATIONS OF THE OTHER HARDWARE PER DOOR MANUFACTURE ,,; 54" MIN. 18" 18" 15" 16" DAMAGE TO THE STRUCTURE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS v --- CONCRETE: ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. TYPE B ' (TOILETS) 0 a \ WOOD: 8. ANCHOR AND NAIL. AS SHOWN, AND COMPLY WITH THE RECOMMENDED 0 0 42" MIN. 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-99 NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTT HINGES STANLEY F88179-260 4,5 x 4.5 626 0 o 2. MIS DESIGN CRITERIA 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL 1 PUSH PLATE TRIMCO 1017-2 US32-D z w ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 CLOSER, YALE 350 1BFDA ALUMINUM d PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC a o COMPRESSIVE STRENGTH ®28 DAYS SHALL BE 2500 PSI FOR OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1 STOP TI TE- 1210RP-260 o z SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE �-a TOILET MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 3 DOOR MUTES TIMCO 1229A (nDIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN Z PAPER SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES TYPE 'C' ( OFFICE DOOR) ( B RATING 20 MINUTES) a HOLDER NON -AIR ENTRAINED CONC. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z 3 BUTT HINGES STANLEY F179 4.5x4.5-626 lui z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 0 AIR ENTRAINED CONC. 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES Li 1 LOCK SET YALE AU5407-260, LEVER HANDLE W 1 STOP TRIMCO 120BP-626 a SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 3 DOOR MUTES TRIMCO 1229A MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF F w i� OTHER = 3" x WATER -PORTABLE TRUSSES ARE BRACED DURING UPLIFT CONDITIONS --CHLORIDE-NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND TYPE 'D' (INTERIOR DOOR) ( B RATING 20 MINUTES) " m 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) 3 BUTT HINGES STANLEY F88179 4,5 x 4.5 NRP 626 a M.C.1 CLOSER LCN 4041 CUSH-ALUM . SOUTHERN PINE SURFACES DRY USED 0 19% MAXo REQUIREMENTS OF ASTM C 33 1 KICK PLATE TRIMCO 8" 1 /8' GRAY PLASTIC T_ GRADE No. 2 ul TYPE 'E' (PAIR OF INTERIOR DOORS) 0 w --- 6 BUTT HINGES -STANLEY F88179 4.5 x 4.5-626 a 2 CLOSURES LCN 4041 x H.D. -ALUM Z N Z 2 KICK PLATES TRIMCO 16" -1/8"-GRAY PLASTIC o 2 STOPS TRIMCO 121ORP626 a 2 DOORS MUTES TRIMCO 1229A -GRAY a TYPE 'F' (EXIT. DOOR) 3: V) 3 BUTTS STANLEY F88179 4.5 x4.5 626 J N 1 PANIC DEVICES V/D 2227L-Fx8/Ex626 0 W 1 CLOSURES LCM 4041 ALUM s 1 KICK PLATES 8" 630 TRIMCOr U 1 STOPS 1210 RP 626 TRIMCO V) Q .5' .5 t o TYPE 'G' (INTERIOR DOOR) y 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. W Z 1 CLOSURES LCN 4041 CUSH - ALUM as 1 PANIC DEVICES 22NL -626 z 1 KICK PLATES TRIMCO 8" 630 m m GRAB BAR 1 SEM MULLION I W/SP�P RRKO3035AU X v;N TYPE 'H' 1 PADLOCK, MEDICO RESTRICTED PADLOCK (4KEYS) 5 INSULATE DRAIN & ; - - PADLOCK Q �� HOT SUPPLY PIPE w 0 Z U OTHER HARDWARE PER DOOR MANUFACTURE U Z HANDICAP w z w w W TYPE 'J' 1 HANDICAP BATHRM. DETAILS " CJ CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) cr a N Z wd NOT TO SCALE CYLINDER r = TYPE 'K' J 6' MIN. 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) a v 17DWARE BY DOOR MANUFACTURER MIN, OTHER HARDWARE m w � REVISED- 9-24-2002 ALL EQUAL MATERIALS WILL BE APPROVED BY OWNER �w z 2 HEADER STUDS (EACH SIDE) 12 -0 TO 18 -0 I / � WOOD _ ROOF C X4, B�O�KI G TRUSS \ / END TRUSS MAY HAVE TO BE MODIFIED SEE ELEVATIONS r a dz > J. BEARING WALL N41L PATTERN 1. PLYW170D: ROOM FINISH SCHEDULE - FLOOR 2X4 BLOCKING (FIELD) USE 10d NAILS 0 12" 0/C (EDGE) USE 10d NAILS 0 6" 0/C '1 STAGGERED TRUSS STRAP 0 48" O.C. WHER APPLICABLE. WALLS o SNGL. LINTEL W/ 1 #5 CONT. - 2. GYPSUM: (FIELD) USE 5d AWLS 0 10" 0/C RIDGE T � CEILING L7 0 ^ (EDGE) USE 5d NAILS 0 7" 0/C _-D v m t Z N Uj cD 0 4, ROOF NAIL PATTERN.- ATTERN:- d CC Z r o w J Cii -i N w OZONE OZONE 1 - USE 8d COMMON NAILS ZONE 2- USED 8d COMMON NAILS a T T �w I I T 0 V)°O z Z z 1/2" A.B. 0 48" 0. ZONE 3 - USE 8d COMMON NAILS JP - �- O - 4' z 00 - &-;cv cn 5. 5/8" GYPSUM CEILING: USE 5d NAILS 0 7" 0/C _ f- - - - - - - - - - - - _-� MAY HAVE TO BE ¢ N Z) z MODIFIED (SEE ELEV.) Cy- LL_ EIf 16d D NAILED o -i aL C7 d END S' NAILED ti w ALL HURRICANE HOLD-DOWNS FOR WOOD TO O A1C CV V) TRUSS PL E CONCRETE ARE SIMPSON HETA20 UNLESS a THE BUILDER SHALL VERIFY THAT THE 00 w OTHERWISE NOTED. *NOTE: TRUSS DIAGRAMS ON THIS SHEET ARE COORDINATED FOUNDATION BEARING SOIL HAS A 2 - 16D EA. END Z = WITH THE CONNECTION SCHEDULE. THE TRUSS MANUFACTURER'S MINIMUM LOAD CARRYING CAPACITY OF 2 000 POUNDS PER SQUARE FOOT. IF A " ALL HURRICANE HOLD-DOWNS FOR WOOD TO TRUSS DESIGNATIONS MAY DIFFER. ? O LASS SOIL BEARING CAPACITY EXISTS, - LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING WOOD ARE SIMPSON MIS -12 UNLESS W/ (1) #5 GW854 0 OBTAIN THE ENGINEER'S RESPONSE `�` 0 OTHERWISE NOTED. z z F_ BEFORE POURING FOUNDATION FOOTINGS, AS FOUNDATION REVISIONS WILL BE z do Z TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, REQUIRED. THE BUILDING OFFICIAL MAY 00 WOOD FOR STRUCTURAL CONDITIONS TO BE AND DIMENSIONS BEFORE FABRICATION. THE TRUSS MANUFACTURER IS ALSO TO DETERMINE ON INSPECTION THAT FOOTING EXCAVATIONS REVEAL SOUND VIRGIN SOIL v GROUP II SPECIES OR MINIMUM f - PROVIDE SHOP DRAWINGS TO THE BUILDING FOR FINAL APPROVAL BEFORE FABRICATION CONTRACTOR AND THE ENGINEER SUITABLE FOR FOUNDATION FOOTINGS. O z w d U _ >1300 r-11. I. HIS SIGN OFF IN SUCH CASES WILL BE 0 F5 ACCEPTABLE. DIRECT TRUSS TO BLOCK WALL CONNECTION 'Z ui ENDWALL FOR GYPSUM CEILING DIAPHRAGM a 0 0 z W w am Q FOUNDATIONS: CONSTRUCTION NOTES - _ W --- - o w GENERAL: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. 0 w m PRESSURE OF 2000 PSI PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OFDOOR 1. LIVE LOAD - ROOF 20 PSF THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH SCHEDULE o , UABLE OR2. IF FOOTING ELEVATION OCCURS IN DISTURBEDNST 2. WIND SPEED 120 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE a 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD, CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND uj NECESSARY ADJUSTMENTS G MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS 0 x iL BUILDING CODE &LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS z A7 MAIN ENTRANCE & SIDE ENTRANCE) 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) i Q PERMITTED, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL OF 1/2" DIAMETER (ASTM A-307) CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY w o WALL MIRROR - WALL PARTITION STEEL PIPE OF LARGER DIAMETER. 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN '•' 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT IAN 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) m o EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF OR IF NOT SHAWN, COMPLY WITH THE RECOMMENDATIONS OF THE OTHER HARDWARE PER DOOR MANUFACTURE ,,; 54" MIN. 18" 18" 15" 16" DAMAGE TO THE STRUCTURE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS v --- CONCRETE: ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. TYPE B ' (TOILETS) 0 a \ WOOD: 8. ANCHOR AND NAIL. AS SHOWN, AND COMPLY WITH THE RECOMMENDED 0 0 42" MIN. 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-99 NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTT HINGES STANLEY F88179-260 4,5 x 4.5 626 0 o 2. MIS DESIGN CRITERIA 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL 1 PUSH PLATE TRIMCO 1017-2 US32-D z w ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 CLOSER, YALE 350 1BFDA ALUMINUM d PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC a o COMPRESSIVE STRENGTH ®28 DAYS SHALL BE 2500 PSI FOR OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1 STOP TI TE- 1210RP-260 o z SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE �-a TOILET MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 3 DOOR MUTES TIMCO 1229A (nDIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN Z PAPER SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES TYPE 'C' ( OFFICE DOOR) ( B RATING 20 MINUTES) a HOLDER NON -AIR ENTRAINED CONC. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z 3 BUTT HINGES STANLEY F179 4.5x4.5-626 lui z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 0 AIR ENTRAINED CONC. 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES Li 1 LOCK SET YALE AU5407-260, LEVER HANDLE W 1 STOP TRIMCO 120BP-626 a SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 3 DOOR MUTES TRIMCO 1229A MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF F w i� OTHER = 3" x WATER -PORTABLE TRUSSES ARE BRACED DURING UPLIFT CONDITIONS --CHLORIDE-NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND TYPE 'D' (INTERIOR DOOR) ( B RATING 20 MINUTES) " m 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) 3 BUTT HINGES STANLEY F88179 4,5 x 4.5 NRP 626 a M.C.1 CLOSER LCN 4041 CUSH-ALUM . SOUTHERN PINE SURFACES DRY USED 0 19% MAXo REQUIREMENTS OF ASTM C 33 1 KICK PLATE TRIMCO 8" 1 /8' GRAY PLASTIC T_ GRADE No. 2 ul TYPE 'E' (PAIR OF INTERIOR DOORS) 0 w --- 6 BUTT HINGES -STANLEY F88179 4.5 x 4.5-626 a 2 CLOSURES LCN 4041 x H.D. -ALUM Z N Z 2 KICK PLATES TRIMCO 16" -1/8"-GRAY PLASTIC o 2 STOPS TRIMCO 121ORP626 a 2 DOORS MUTES TRIMCO 1229A -GRAY a TYPE 'F' (EXIT. DOOR) 3: V) 3 BUTTS STANLEY F88179 4.5 x4.5 626 J N 1 PANIC DEVICES V/D 2227L-Fx8/Ex626 0 W 1 CLOSURES LCM 4041 ALUM s 1 KICK PLATES 8" 630 TRIMCOr U 1 STOPS 1210 RP 626 TRIMCO V) Q .5' .5 t o TYPE 'G' (INTERIOR DOOR) y 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. W Z 1 CLOSURES LCN 4041 CUSH - ALUM as 1 PANIC DEVICES 22NL -626 z 1 KICK PLATES TRIMCO 8" 630 m m GRAB BAR 1 SEM MULLION I W/SP�P RRKO3035AU X v;N TYPE 'H' 1 PADLOCK, MEDICO RESTRICTED PADLOCK (4KEYS) 5 INSULATE DRAIN & ; - - PADLOCK Q �� HOT SUPPLY PIPE w 0 Z U OTHER HARDWARE PER DOOR MANUFACTURE U Z HANDICAP w z w w W TYPE 'J' 1 HANDICAP BATHRM. DETAILS " CJ CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) cr a N Z wd NOT TO SCALE CYLINDER r = TYPE 'K' J 6' MIN. 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) a v 17DWARE BY DOOR MANUFACTURER MIN, OTHER HARDWARE m w � REVISED- 9-24-2002 ALL EQUAL MATERIALS WILL BE APPROVED BY OWNER �w z GgULE / TR SS ----GABLE & AT 8 FT. O.C. TO 3r� TRUSS � WOOD _ ROOF C X4, B�O�KI G TRUSS \ / END TRUSS MAY HAVE TO BE MODIFIED SEE ELEVATIONS r a dz > o ROOM FINISH SCHEDULE - FLOOR 2X4 BLOCKING z BASE 0 1 1uj NB ,R NAILS J STAGGERED TRUSS STRAP 0 48" O.C. WHER APPLICABLE. WALLS o SNGL. LINTEL W/ 1 #5 CONT. - (SEE TRUSS LAYOUT TO VERIFY � z LD t= z�00 � CEILING L7 0 ^ zoo c' _-D v m t Z N Uj cD 0 W M d CC Z r o w J Cii -i N w w Wo C? cr V)°O z Z z 1/2" A.B. 0 48" 0. 2X8 PLATE , O U z 00 - &-;cv cn GABLE END TRUSS CD z r w w MAY HAVE TO BE ¢ N Z) z MODIFIED (SEE ELEV.) Cy- LL_ EIf 16d D NAILED o -i aL C7 d END NAILED ti w O A1C CV V) TRUSS PL E 0 `` a z 00 w 2X BLOCKING `" d Z 2 2 - 16D EA. END Z = NOTE: " BLOCKING 0 48" O.C. ? O - LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING o z IT W/ (1) #5 GW854 0 7" O/C SPACES, 96" O.C. `�` 0 c - z z F_ FF- z do Z 00 F � U Q 0 v 00 O z w d a cn co Fv' X ro d o_ O O z J z a 0 Z c� W z x m a < w V) `� UJI I I � CJ w D z w a a m NQ J 0 V J 0 m _� U O w m Z O J Q � Z O N Z W d � 0 d U O w O w _Z � z Q -, 0 0 J � Q w d 3 Q 3 W w D W U X O O U W ,...I J O Z w = O W Q > Q Ll �Z m F J T w m } S Q W 0 � V)i 0 T Y O z O LID 0 0 o cn a m w J a WXF a d >_ o x U w o 0 nW. 0 m�� ci U U d r v u 0 w n 0 u�i w � vi 1 2 3 4 5 6 7 1 2 T34 1 2 3 4 5 6 7 1 2 3 4 5 ROOM WALLS CEILING REMARKS NO. NAME FLOOR BASE NORTH EAST SOUTH WEST FINISH HGT. 100 SALES 6 1 1 1 1 1 1 10'-0" 101 SITTING AREA 6 1 1 1 1 1 1 10'-0" 102 OFFICE 6 1 1 1 1 1 1 10'-0" 103 KIDS ROOM 6 1 1 1 1 1 1 10'-0" 104 CARWASH TUNNEL 3 3 2,5 2,5 2,5 2,5 5 14'-0" 105 EQUIPMENT ROOM 3 3 2 2 2 2 1 10'-O" 106 UNISEX 3 3 1,4 1,4 1,4 114 1 10'-0" 107 WOMEN'S 6 2 1,4 1,4 1,4 1,4 1 10'-0" 108 MEN'S 6 2 1,4 1,4 1,4 U _ >1300 r-11. I. HIS SIGN OFF IN SUCH CASES WILL BE 0 F5 ACCEPTABLE. DIRECT TRUSS TO BLOCK WALL CONNECTION 'Z ui ENDWALL FOR GYPSUM CEILING DIAPHRAGM a 0 0 z W w am Q FOUNDATIONS: CONSTRUCTION NOTES - _ W --- - o w GENERAL: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. 0 w m PRESSURE OF 2000 PSI PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OFDOOR 1. LIVE LOAD - ROOF 20 PSF THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH SCHEDULE o , UABLE OR2. IF FOOTING ELEVATION OCCURS IN DISTURBEDNST 2. WIND SPEED 120 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE a 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD, CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND uj NECESSARY ADJUSTMENTS G MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS 0 x iL BUILDING CODE &LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS z A7 MAIN ENTRANCE & SIDE ENTRANCE) 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) i Q PERMITTED, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL OF 1/2" DIAMETER (ASTM A-307) CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY w o WALL MIRROR - WALL PARTITION STEEL PIPE OF LARGER DIAMETER. 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN '•' 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT IAN 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) m o EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF OR IF NOT SHAWN, COMPLY WITH THE RECOMMENDATIONS OF THE OTHER HARDWARE PER DOOR MANUFACTURE ,,; 54" MIN. 18" 18" 15" 16" DAMAGE TO THE STRUCTURE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS v --- CONCRETE: ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. TYPE B ' (TOILETS) 0 a \ WOOD: 8. ANCHOR AND NAIL. AS SHOWN, AND COMPLY WITH THE RECOMMENDED 0 0 42" MIN. 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-99 NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTT HINGES STANLEY F88179-260 4,5 x 4.5 626 0 o 2. MIS DESIGN CRITERIA 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL 1 PUSH PLATE TRIMCO 1017-2 US32-D z w ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 CLOSER, YALE 350 1BFDA ALUMINUM d PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC a o COMPRESSIVE STRENGTH ®28 DAYS SHALL BE 2500 PSI FOR OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1 STOP TI TE- 1210RP-260 o z SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE �-a TOILET MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 3 DOOR MUTES TIMCO 1229A (nDIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN Z PAPER SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES TYPE 'C' ( OFFICE DOOR) ( B RATING 20 MINUTES) a HOLDER NON -AIR ENTRAINED CONC. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z 3 BUTT HINGES STANLEY F179 4.5x4.5-626 lui z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 0 AIR ENTRAINED CONC. 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES Li 1 LOCK SET YALE AU5407-260, LEVER HANDLE W 1 STOP TRIMCO 120BP-626 a SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 3 DOOR MUTES TRIMCO 1229A MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF F w i� OTHER = 3" x WATER -PORTABLE TRUSSES ARE BRACED DURING UPLIFT CONDITIONS --CHLORIDE-NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND TYPE 'D' (INTERIOR DOOR) ( B RATING 20 MINUTES) " m 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) 3 BUTT HINGES STANLEY F88179 4,5 x 4.5 NRP 626 a M.C.1 CLOSER LCN 4041 CUSH-ALUM . SOUTHERN PINE SURFACES DRY USED 0 19% MAXo REQUIREMENTS OF ASTM C 33 1 KICK PLATE TRIMCO 8" 1 /8' GRAY PLASTIC T_ GRADE No. 2 ul TYPE 'E' (PAIR OF INTERIOR DOORS) 0 w --- 6 BUTT HINGES -STANLEY F88179 4.5 x 4.5-626 a 2 CLOSURES LCN 4041 x H.D. -ALUM Z N Z 2 KICK PLATES TRIMCO 16" -1/8"-GRAY PLASTIC o 2 STOPS TRIMCO 121ORP626 a 2 DOORS MUTES TRIMCO 1229A -GRAY a TYPE 'F' (EXIT. DOOR) 3: V) 3 BUTTS STANLEY F88179 4.5 x4.5 626 J N 1 PANIC DEVICES V/D 2227L-Fx8/Ex626 0 W 1 CLOSURES LCM 4041 ALUM s 1 KICK PLATES 8" 630 TRIMCOr U 1 STOPS 1210 RP 626 TRIMCO V) Q .5' .5 t o TYPE 'G' (INTERIOR DOOR) y 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. W Z 1 CLOSURES LCN 4041 CUSH - ALUM as 1 PANIC DEVICES 22NL -626 z 1 KICK PLATES TRIMCO 8" 630 m m GRAB BAR 1 SEM MULLION I W/SP�P RRKO3035AU X v;N TYPE 'H' 1 PADLOCK, MEDICO RESTRICTED PADLOCK (4KEYS) 5 INSULATE DRAIN & ; - - PADLOCK Q �� HOT SUPPLY PIPE w 0 Z U OTHER HARDWARE PER DOOR MANUFACTURE U Z HANDICAP w z w w W TYPE 'J' 1 HANDICAP BATHRM. DETAILS " CJ CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) cr a N Z wd NOT TO SCALE CYLINDER r = TYPE 'K' J 6' MIN. 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) a v 17DWARE BY DOOR MANUFACTURER MIN, OTHER HARDWARE m w � REVISED- 9-24-2002 ALL EQUAL MATERIALS WILL BE APPROVED BY OWNER �w z GgULE / TR SS ----GABLE & AT 8 FT. O.C. TO 3r� TRUSS � WOOD _ ROOF C X4, B�O�KI G TRUSS \ / END TRUSS MAY HAVE TO BE MODIFIED SEE ELEVATIONS r a dz > o 1/2" GYPSUM- 1/2" A.B. 0 48" O.C. 0 �C 2X4 BLOCKING z 0 1 1uj NB ,R NAILS J STAGGERED TRUSS STRAP 0 48" O.C. WHER APPLICABLE. o a o o SNGL. LINTEL W/ 1 #5 CONT. - (SEE TRUSS LAYOUT TO VERIFY � z LD t= z�00 � EXACT LOCATION OF STRAPPING) L7 0 ^ zoo c' _-D v m t Z N Uj cD 0 W M d CC Z r o w J Cii -i N w w Wo C? cr V)°O z Z z 1/2" A.B. 0 48" 0. 2X8 PLATE , C-5 O c U OZ 00 - &-;cv cn GABLE END TRUSS CD z r w w MAY HAVE TO BE ¢ N Z) z MODIFIED (SEE ELEV.) Cy- LL_ EIf 16d D NAILED o -i aL C7 d END NAILED ti w O A1C CV V) TRUSS PL E 0 `` Q 00 2X BLOCKING `" d Z 2 2 - 16D EA. END Z = NOTE: " BLOCKING 0 48" O.C. ? O - LINTEL 5D COOLER NAILS OR FIRST 3 FRAMING o z IT W/ (1) #5 GW854 0 7" O/C SPACES, 96" O.C. `�` 0 REMAINDER. z F_ do Z 00 � U 00 O z w d a cn U _ >1300 r-11. I. HIS SIGN OFF IN SUCH CASES WILL BE 0 F5 ACCEPTABLE. DIRECT TRUSS TO BLOCK WALL CONNECTION 'Z ui ENDWALL FOR GYPSUM CEILING DIAPHRAGM a 0 0 z W w am Q FOUNDATIONS: CONSTRUCTION NOTES - _ W --- - o w GENERAL: 1. FOOTING DESIGN BASED ON MIN. ALLOWABLE SOIL BEARING 5. 0 w m PRESSURE OF 2000 PSI PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OFDOOR 1. LIVE LOAD - ROOF 20 PSF THE SIZE AND TYPE RECOMMENDED BY THE THE MANUF. FOR EACH SCHEDULE o , UABLE OR2. IF FOOTING ELEVATION OCCURS IN DISTURBEDNST 2. WIND SPEED 120 MPH UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND USE INCLUDING RECOMMENDED NAILS, (SIMPSON STRONG TIE a 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE STD, CONNECTORS OR EQUIV. ) OTHER MANUF. WITH UL LISTED, AND uj NECESSARY ADJUSTMENTS G MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BE TYPE 'A' (ALUMINUM OR METAL ENTRANCE DOORS 0 x iL BUILDING CODE &LOCAL CODES. LATEST EDITION. 3. PREPARATION OF THE SUB -GRADE TO FOLLOW RECOMMENDATIONS z A7 MAIN ENTRANCE & SIDE ENTRANCE) 4. ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE AS OUTLINED IN THE GEOTECHNICAL REPORT SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM 1 CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) i Q PERMITTED, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVEDW/ VERTICAL TO (2) TWO HORIZONTAL OF 1/2" DIAMETER (ASTM A-307) CYLINDER TO BE EQUAL TO ALABAMA LOCK AND KEY w o WALL MIRROR - WALL PARTITION STEEL PIPE OF LARGER DIAMETER. 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN '•' 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACT IAN 1 TUMB TURN CYLINDER, TALE S1052H (INSIDE) m o EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF OR IF NOT SHAWN, COMPLY WITH THE RECOMMENDATIONS OF THE OTHER HARDWARE PER DOOR MANUFACTURE ,,; 54" MIN. 18" 18" 15" 16" DAMAGE TO THE STRUCTURE "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST PRODUCTS v --- CONCRETE: ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. TYPE B ' (TOILETS) 0 a \ WOOD: 8. ANCHOR AND NAIL. AS SHOWN, AND COMPLY WITH THE RECOMMENDED 0 0 42" MIN. 12" 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-99 NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 3 BUTT HINGES STANLEY F88179-260 4,5 x 4.5 626 0 o 2. MIS DESIGN CRITERIA 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL 1 PUSH PLATE TRIMCO 1017-2 US32-D z w ALL CONC. TYPE 1 PORTLAND CEMENT.(ASTM C 105) BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE 1 CLOSER, YALE 350 1BFDA ALUMINUM d PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION 1 KICKPLATE-TIMCO, 8"-1/8" GRAY PLASTIC a o COMPRESSIVE STRENGTH ®28 DAYS SHALL BE 2500 PSI FOR OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1 STOP TI TE- 1210RP-260 o z SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE �-a TOILET MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS 3 DOOR MUTES TIMCO 1229A (nDIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN Z PAPER SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES TYPE 'C' ( OFFICE DOOR) ( B RATING 20 MINUTES) a HOLDER NON -AIR ENTRAINED CONC. 0.67 0.46 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN z 3 BUTT HINGES STANLEY F179 4.5x4.5-626 lui z CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL 0 AIR ENTRAINED CONC. 0.54 0.46 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES Li 1 LOCK SET YALE AU5407-260, LEVER HANDLE W 1 STOP TRIMCO 120BP-626 a SLUMP -SLAB ON GRADE = 5" SHALL PROVIDE AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS 3 DOOR MUTES TRIMCO 1229A MANUF. SHALL PROVIDE STATEMENT THAT BOTTOM CORD OF ROOF F w i� OTHER = 3" x WATER -PORTABLE TRUSSES ARE BRACED DURING UPLIFT CONDITIONS --CHLORIDE-NONE 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND TYPE 'D' (INTERIOR DOOR) ( B RATING 20 MINUTES) " m 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SPECIES: (OR EQUIVALENT) 3 BUTT HINGES STANLEY F88179 4,5 x 4.5 NRP 626 a M.C.1 CLOSER LCN 4041 CUSH-ALUM . SOUTHERN PINE SURFACES DRY USED 0 19% MAXo REQUIREMENTS OF ASTM C 33 1 KICK PLATE TRIMCO 8" 1 /8' GRAY PLASTIC T_ GRADE No. 2 ul TYPE 'E' (PAIR OF INTERIOR DOORS) 0 w --- 6 BUTT HINGES -STANLEY F88179 4.5 x 4.5-626 a 2 CLOSURES LCN 4041 x H.D. -ALUM Z N Z 2 KICK PLATES TRIMCO 16" -1/8"-GRAY PLASTIC o 2 STOPS TRIMCO 121ORP626 a 2 DOORS MUTES TRIMCO 1229A -GRAY a TYPE 'F' (EXIT. DOOR) 3: V) 3 BUTTS STANLEY F88179 4.5 x4.5 626 J N 1 PANIC DEVICES V/D 2227L-Fx8/Ex626 0 W 1 CLOSURES LCM 4041 ALUM s 1 KICK PLATES 8" 630 TRIMCOr U 1 STOPS 1210 RP 626 TRIMCO V) Q .5' .5 t o TYPE 'G' (INTERIOR DOOR) y 3 BUTTS STANLEY F88191 4.5x4.5 N.R.P. W Z 1 CLOSURES LCN 4041 CUSH - ALUM as 1 PANIC DEVICES 22NL -626 z 1 KICK PLATES TRIMCO 8" 630 m m GRAB BAR 1 SEM MULLION I W/SP�P RRKO3035AU X v;N TYPE 'H' 1 PADLOCK, MEDICO RESTRICTED PADLOCK (4KEYS) 5 INSULATE DRAIN & ; - - PADLOCK Q �� HOT SUPPLY PIPE w 0 Z U OTHER HARDWARE PER DOOR MANUFACTURE U Z HANDICAP w z w w W TYPE 'J' 1 HANDICAP BATHRM. DETAILS " CJ CYLINDER, MEDICO RESTRICTED CYLINDER (4 KEYS) cr a N Z wd NOT TO SCALE CYLINDER r = TYPE 'K' J 6' MIN. 1 THUMB TURN CYLINDER, YALE S 1052H (INSIDE) a v 17DWARE BY DOOR MANUFACTURER MIN, OTHER HARDWARE m w � REVISED- 9-24-2002 ALL EQUAL MATERIALS WILL BE APPROVED BY OWNER �w z W � W z o o z Q U 0 �C o d In ob 9:Z4 o z w C" 1 LD t= z�00 � II L7 0 ^ zoo c' _-D v Z N Uj cD W M d CC Z Z J Cii -i N w C? cr V)°O z Z z W C C-5 O c U OZ a - &-;cv cn ZD G✓ CD W r` w w F ¢ N Qo z Y -J Cy- LL_ C7 7,0 ti tet- z O A1C CV V) Q W SJG DJK BJR UAW 7-30-2001 SHEET A-4 of 22 W LL_X 0 �C q In ob 9:Z4 Fl- 00 1 � II SJG DJK BJR UAW 7-30-2001 SHEET A-4 of 22 W LL_X 0 �C In ob Fl- 00 I I CV CV (714 CNw � II 00 �"" 11 W U) W r` Q Y -J Cy- LL_ .0:� 7,0 tet- z O A1C CV V) SJG DJK BJR UAW 7-30-2001 SHEET A-4 of 22 tll"ey F Itger si 5n Ser-v,cvs Inc'. Since I Jt;.; O U z r` D r- q U v> O LL. V r= •--- N a v a Ln 00 r-- N N tr z rn W _� a w M a w B oo �o z � v Nto w r�7 g c� z Lj z —I J V)�` 1 cn .— N a � Fes - m o zc� Q r� Y _J O w :::E Q a 4 V) 0' M 4 H N p LLJ to d� Z O N (n o" cc'v P CQ p wi-- SJ G DJ/BJ R DATE 7-30-2001 SCAU NOTED SVEET A-5 of 22 Lei Li. X ° O LL. r- r - Ln 00 NN N N 00 � o w D 1 cn .— N > Q r� Y _J FYI Q �o 0' Z O L.L. d� Z O Q N (n SJ G DJ/BJ R DATE 7-30-2001 SCAU NOTED SVEET A-5 of 22 wq§n amanYro� awe mv�wsmm .»*ww nlow Avg- aim w n s l�► !'-� Le,vj �� - -�— tsi 0- _ J w U 0 1 t?esisu Service~ Inc.. La Sincc 195 vi o � �z MV) a z Wo aF zC) U a V) V) N 0 0 x X . W z Z W Q 0 Z z Z O Z U F¢ Z 0 Z O O N V5 O w 0 }� w ty- ¢ 0 4 cXO O L, Z T O F- F r� a Qr z o¢ w 2w 0 N0 V) ¢� m oz r o w w F wo az ¢ w �w Oi zV) .D M::E DRAM m� w t� �aDATE F- < �¢ 7-30-2001 SCALE ¢ 4. V) SHEET vi 0 0 a z ¢ O r�..� z � ttv— �1 P-bJ Z O p z �z z zF <o oz w 0 0 w Z - q mz w O � F- O Z zQ Q r CO-) � W CQ z z zo ES C1 W W Vi Q ¢ r vio Vwi w C,) O Vz) C7 ¢ U) wz 00 00 �v vi Wo oz -a N 7 z ¢ wy LJ x r w (X z x� (� w (Y m r a� O < Q a wr L 0 (K o� ¢'_ 0 r �0 o �Q ¢3 z J 0 Fn Z W 0 �Q or Qz -o �z V) Lu V) O_ m in Z rw km � w CJ ww T� V) yj w U C, w d v, 1 DRAM SJG DJK BJR �aDATE �¢ 7-30-2001 SCALE ¢ NOTED V) SHEET A-10/ 22 �w 1 POWERS STEEL FOR SPLIT -FACED BLK HEADERS POWERS S rEEL FOR SPLIT -FACED BLK HEADERS G LD 1 POWERS STEEL FOR SPLIT -FACED BLK HEADERS POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS 8" PRECAST & PRE STRESSED U—LINTELS GRAVITY No, :LENGIT TYPE 808 V) a 8F16 -OB 8F20-0 F24 -OB F28 -OB F32-0 cr_ o 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28-1T8F32-1T 8U8 8F8 8F8 -2T O 2'-10(34") PRECAST 2302 3166 4473 6039 14 LI �z 9004 10472 11936 3166 4473 6039 UWJ x F- J 9004 10472 11936 L 2 3'-G"(42") PRECAST rn m 3138 3377 4689 6001 -7315 rn o or_ W W U 3166 4473 6039 7526 9004 3 � L 3 4'-0"(48") PRECAST 2029 2325 2496 O I m r - 4438 5410 6384 7358 2646 4473 J a 7526 9004 10472 11936 L 4 _ 4'—G"(54") PRECAST 1651 7 1 1 1787 9 3 265 7 1 4149 4896 5644 2170 4027 6039 (x W 9004 10472 9668 E 5 5'-4"(64") PRECAST � Q 1223 1301 1809 2317 2626 W 8 1665 28 9 505 7 6096 4 5 00 J z L 6 5'-10(70") PRECAST 972 1000 1059 u ENTRY 1889 2 304 2 721 3137 1459 4 5 2 64 Nm 54 58 4437 5 8 61 2 0 22 L 7 V) Q U 0 1 2101 255 vCr 2 746 3358 w 1255 2101 3396 5260 a I O Q L 8 7'-6"(90 PRECAST 767 J J z 1994 2439 2886 3333 N 4J UJX J 3839 5596 6613 5047- L 9 I-- V CO 573 632 1049 1469 1210 V) Q 1754 2027 768 1212 1818 2544 tY W U Q 4030 3127 L 10 10'-6(126") PRECAST 456 O 4 0- 1125 915 1122 1328 1535 J Q. 1514 2081 2774 3130 2404 L 11 11'-4'(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT -FACED BLK HEADERS 8" PRECAST & PRE STRESSED U—LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS UNTEL SCHEDULE 8" PRECAST & PRE STRESSED U—LINTELS GRAVITY No, :LENGIT TYPE 808 8F8-08 8F12-08 8F16 -OB 8F20-0 F24 -OB F28 -OB F32-0 8F8-16 8F12-lB8F16-i68F20-188F24-1BBF28-lBBF32-16 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28-1T8F32-1T 8U8 8F8 8F8 -2T L 1 2'-10(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 L 2 3'-G"(42") PRECAST 2302 3138 3377 4689 6001 -7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 L 3 4'-0"(48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 L 4 _ 4'—G"(54") PRECAST 1651 7 1 1 1787 9 3 265 7 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 E 5 5'-4"(64") PRECAST 1184 1223 1301 1809 2317 2626 3336 3846 8 1665 28 9 505 7 6096 4 5 00 4 4 74 6 2 50 L 6 5'-10(70") PRECAST 972 1000 1059 1474 1889 2 304 2 721 3137 1459 4 5 2 64 4144 54 58 4437 5 8 61 2 0 22 L 7 6'-6"(78") PRECAST 9.37 1 2101 255 3263 2 746 3358 971 4 8 3 5 5 1255 2101 3396 5260 7134 8995 6890 L 8 7'-6"(90 PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047- L 9 9'-4" (112")PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469- 4030 3127 L 10 10'-6(126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 L 11 11'-4'(136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 L 12 12'-0'(144") PRECAST 414 545 864 1254 1689 2074 1570_ 1618 555 864 1254 1693 2211 2832 3590 L 13 13'-4'(160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 L 14 - 14'-0(168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 L 15 14'-8"(176") PRE STRESSED N.R.NR NR NR NR NR�- NR NR 465 765 1370 2045 2610 3185 3765 L 16 15'-4" (184") PRE STRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1655 2370 2890 3410 L 17 17'-4"(208") PRE STRESSED N.R. NR NR NR NR NR NR N 310 530 950 1400 1800 2200 1 2600 L 18 19'-4" (232") PRE STRESSEDN R NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 L 1921'-4" (256") PRE STRESSED N.R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 L 20 22'-0"(264") PRE STRESSED N R NR NR NR NR NR I NR NR 160 300 570 870 1250 1660 1970 L 21 24'-0" (288") PRE STRESSED N.R. NR NR NR NR NR NR NR 130 1 240 1 470 1 720 1030 1350 1610 POWERS STEEL FOR SPLIT -FACED BLK HEADERS UNTEL SCHEDULE 8" PRECAST & PRE STRESSED U—LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS HEADER 'REDUCE VALUE BY 257 FOR GRADE 40 FIELD REBAR 8 PRECAST W/ 2" RECESS DOOR U—LINTELS U z O F UPLIFT UPLIFT Q LATERAL No. TYPE LENGTH 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28-1T8F32-1T 8U8 8F8 8F8 -2T 81`12-2T 81`16-2T 1`20-2T F24 -2T SF28-21 F32 -2T L 1 2'-10'(34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 L 2 3'-13"(42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 L 3 4'-0"(48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1678 1925 2750 3583 4422 5264 6110 L 4 4'-6"(54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 L 51393* 5'-4"(64") PRECAST 6'-8" (80") PRECAST 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 L 6 5'-10'(70") PRECAST 1272' 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 L 7 6'-6"78" PRECAST ( ) 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 L 8 7'-6"(90") PRECAST 959* 912. 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 L 9 9'-4"(112")PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 L 10 _ 10'-6'(126") PRECAST 716' 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 L 11 11'-4'(136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 L 12 12'-0'(144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 L 13 13'-4(160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 L 14 14'-0'(168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 L 15 14'-8'(176") PRE STRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 L 16 15'-4'(184") PRE STRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 L 17188 _ 17'- 4"(208") PRE STRESSED 236 361 464 567 670 774 N.R. 2 55 188 276 449 649 874 1121 .1389 L 18 19'-4"(232") PRE STRESSED 165 207 313 401 490 578 667165 N.R. 2 04 239 383 550 736 940 1160 L 19 21'-4"(256") PRE STRESSED 145 186 278 356 433 512 590142 N.R. 172 212 336 477 635 807 993 L 20 22'-0'(264") PRE STRESSED 140 180 268 343 418 493 568 161 137 205 322 457 607 771 1 947 L 21 24'-0'(288") PRE STRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 POWERS STEEL FOR SPLIT -FACED BLK HEADERS HEADER 'REDUCE VALUE BY 257 FOR GRADE 40 FIELD REBAR 8 PRECAST W/ 2" RECESS DOOR U—LINTELS *REDUCE VALUE BY 157 FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U—LINTELS U z O F GRAVITY UPLIFT Q V V� No. LENG Tl f TYPE 8RU6 8RF6-OB 8RFIO-0 8RF14-0 8RF18- BRF22-0 F26-0 8RF30-0 8RF6-IB 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1 8RF26-16 8RF30-1 LD 1 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6580 1827 3412 4962 6472 7947 9416 10876 LD 2 4'-6" (54") PRECAST 1,357 1449 2782 2714 3600 4487 5375 6264 1702 341 4 4 2 982 6 72 7 947 9416 10878 LD 3 5-8" (68") PRECAST 785 832 1602 1550 1 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 LD 4 5'-10'(70") PRECAST 735 77 9 1500 1449 1924 2 400 2876 3352 1103 2051 3811 6472 6516 5450 — 6411 LD 5 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1 1677 2933 4100- 6730 8177 6707 LD 6 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 1 2329 3609 5492 6624 5132 LD 7 9'-8" (116")PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 *REDUCE VALUE BY 157 FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U—LINTELS POWERS STEEL FOR SPLIT -FACED BLK HEADERS PLAN 1 /4"-1'-O" POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT --FACED BLK HEADERS GENERAL NOTES MATERIALS SAFE LOAD _TABLE NOTES 1, Provide full mortar head and bed joints. 1. f'c precast lintels = 3500 psi. 1. All values based on minimum 4" bearing. Exception: Safe foods for unfilled 2. Shore filled lintels as required. 2. f c pre stressed lintels = 6000 psi, lintels must be reduced by 207 if bearing length is less than 6-1/2"• Safe loads ( oil II recess d in 3. Installation of lintel must comply with the architectural and/or structural drawings. 3. f c grout -3000 psi w/ maximum 3/8" aggregate. 2 e lintels based on 8 nominal beariny. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 3. Safe foods are total superimposed allowable load on the section specirred. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17' 4-4" and 5. Rebar provided in precast lintel per ASTM A615 GR60. Safe toads based on grade 40 or grade 60 field rebar. longer with a nominal height of 8" meet or exceed L/180. Field rebar per ASTM A615 GR40 or GR60. 5. Additional latero) load capacity can be obtained by the designer by providing 6. Bottom Oeld added rebar to be located at the bottom of the lintel cavity, 6. Pre stressing strand per ASTM A416 grade additional reinforced masonryabove the precast lintel. 7 i 7 6. One 7 rebo . 7 3 diameter wire stirrups are d to relaxation. to . r r may be substituted u f / 2 sl up a welde to the bottom steel for mechanical anchorage. 2 0 w I t n >p y ubsl t ted a two 15 rebars in 8" lintels only. -- i 7 7 3 wire e ST 1 7 d i n 8, Cast ki� place concrete may be provided n composite lintel in lieu of concrete masonry units, / 2 r per A M A5 0. N.R. =Not a e�ss g er may evaluate concentrated foods from the safe food tobies by 9. Safe load ratings based on rational design analysis per ACI 31B and ACI 530 8. Mortar per ASTM C270 type M o S. c T5 Ing the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights riot shown, use safe load from next lower height. All safe loads in units of pounds per linear foot. F-771 M, ..,;. 8U8 8F8 8F8-1B/1T 8F8-0B/1T 8RF14-16/1T 8F16-0B/1T 8F20-1B/1T 81`24-18/iT #5 REBpR AT TOP TYPE DESIGNATION 1-1/2" MN. (1)REQD J ♦- EA F = FILLED WITH GROUT / U = UNFILLED a z f� QUANTITY OF #5 REBAR AT � T C.M.U. BOTTOM OF LINTEL CAVITY J 8F16-1B/1T •••' — GROUT ul z NOMINAL YIIDTH I L QUANTITY OF #5 � � #5 REBAR AT BOTTOM NOMINAL HEIGHT ��- REBAR AT TOP • "" OF LINTEL CAVITY BOTTOM 7-5/8-ACTUA PROVIDED IN L NTELG 8" NOMINAL WIDTH (VARIES) REVISED: ■ k� 0 rr F F_ r z 4 O 0 zWz G7 a W m O r uj r °d z 0 a M cr 0 rY 0 w W z r z a z 0 z G Ld 0 E O W CQ P F- F - O z W Q rn O F U C3 zO 4 V1 z 0 F z O U Z O N W Q W 1z• O a z O F a iR a r z w O C7 z z 0 F 0 z W m O U z O F UPLIFT Q V V� LATERAL N0. TYPE LENGTH 8RF6-1T BRF10-1T 8RF14-1 f BRF18-1T 8RF22-1 8RF26-1 8RF30-1 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2 8RF18-2T BRF22-2 8RF26-2 8RF30-2 LD 1 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 LD 2 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 653 853 1192 1455 2240 3036 3837 4643 5453 LD 3 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 LD 4 5'-10"(70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 LD 5 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 LD 6 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 sal 688 849 1302 1762 2225 2690 3157 LD 7 9'-8" (116")PRECAST 533* 433 808 1123 1413 1704 1 1995 516 614 533 527 1009 1369 1728 2088 1 2450 POWERS STEEL FOR SPLIT -FACED BLK HEADERS PLAN 1 /4"-1'-O" POWERS STEEL FOR POWERS STEEL FOR SPLIT -FACED BLK HEADERS SPLIT --FACED BLK HEADERS GENERAL NOTES MATERIALS SAFE LOAD _TABLE NOTES 1, Provide full mortar head and bed joints. 1. f'c precast lintels = 3500 psi. 1. All values based on minimum 4" bearing. Exception: Safe foods for unfilled 2. Shore filled lintels as required. 2. f c pre stressed lintels = 6000 psi, lintels must be reduced by 207 if bearing length is less than 6-1/2"• Safe loads ( oil II recess d in 3. Installation of lintel must comply with the architectural and/or structural drawings. 3. f c grout -3000 psi w/ maximum 3/8" aggregate. 2 e lintels based on 8 nominal beariny. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 3. Safe foods are total superimposed allowable load on the section specirred. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17' 4-4" and 5. Rebar provided in precast lintel per ASTM A615 GR60. Safe toads based on grade 40 or grade 60 field rebar. longer with a nominal height of 8" meet or exceed L/180. Field rebar per ASTM A615 GR40 or GR60. 5. Additional latero) load capacity can be obtained by the designer by providing 6. Bottom Oeld added rebar to be located at the bottom of the lintel cavity, 6. Pre stressing strand per ASTM A416 grade additional reinforced masonryabove the precast lintel. 7 i 7 6. One 7 rebo . 7 3 diameter wire stirrups are d to relaxation. to . r r may be substituted u f / 2 sl up a welde to the bottom steel for mechanical anchorage. 2 0 w I t n >p y ubsl t ted a two 15 rebars in 8" lintels only. -- i 7 7 3 wire e ST 1 7 d i n 8, Cast ki� place concrete may be provided n composite lintel in lieu of concrete masonry units, / 2 r per A M A5 0. N.R. =Not a e�ss g er may evaluate concentrated foods from the safe food tobies by 9. Safe load ratings based on rational design analysis per ACI 31B and ACI 530 8. Mortar per ASTM C270 type M o S. c T5 Ing the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights riot shown, use safe load from next lower height. All safe loads in units of pounds per linear foot. F-771 M, ..,;. 8U8 8F8 8F8-1B/1T 8F8-0B/1T 8RF14-16/1T 8F16-0B/1T 8F20-1B/1T 81`24-18/iT #5 REBpR AT TOP TYPE DESIGNATION 1-1/2" MN. (1)REQD J ♦- EA F = FILLED WITH GROUT / U = UNFILLED a z f� QUANTITY OF #5 REBAR AT � T C.M.U. BOTTOM OF LINTEL CAVITY J 8F16-1B/1T •••' — GROUT ul z NOMINAL YIIDTH I L QUANTITY OF #5 � � #5 REBAR AT BOTTOM NOMINAL HEIGHT ��- REBAR AT TOP • "" OF LINTEL CAVITY BOTTOM 7-5/8-ACTUA PROVIDED IN L NTELG 8" NOMINAL WIDTH (VARIES) REVISED: ■ k� 0 rr F F_ r z 4 O 0 zWz G7 a W m O r uj r °d z 0 a M cr 0 rY 0 w W z r z a z 0 z G Ld 0 E O W CQ P F- F - O z W Q rn O F U C3 zO 4 V1 z 0 F z O U Z O N W Q W 1z• O a z O F a iR a r z w O C7 z z 0 F 0 z W m O U z O F Q Q V V� LL_ t¢ O a Ca W C7 r__ 00 WR Q z w rn Z C/7 w � CD OO 00 r— C' = V Q� Z N Cr WM Cn C3 rz V Z F_� — 4 CD `I=z W :3z ~ CO Ca V) Z `t Q i__ M C) 0 C4 [n D Q 121�_ L_ �ZD LO Q ao d O �+•� 0L O z0 N L>_ CD � � Z OV)IN Z� Q.. r DRAWN SJG DJK BJR UAIF 7-30-2001 SCALE NOTED sHEET A-16/22 W V LL x Q4�00 LL_ t¢ r__ 00 � II OO Q� O W Q b V) N 121�_ L_ ao 0L z0 L>_ � Z OV)IN DRAWN SJG DJK BJR UAIF 7-30-2001 SCALE NOTED sHEET A-16/22 BUILDING OVERHANG - ALL STEEL SPACE FRAME 0 I ao DOUBLE SHADEPORT—ISOMETRIC PLAN VIEW SECTION A—A SCALE: N/A NJ.S.- 9'-0" 1/4" DIA. x 2" T.S, 4x3x3/16 T. 5x5 T.S. 4x3x3/16 WELDED ROD X1 4 J_ T•S• 4x4x1 4 2.5" NOM. 0 ��"�• 5CH. 40 PIPE 0 0 , 0l0 1 r. S. 4x3x3/1 6 - - _ .- 00 1 r S. r�x3x3116 O.D. TO MATCH 1 � HOOP PIPE I.D. T.S. 4x4x1 /4 1 T.S. 5x5x1 /4 1 (SCHEDULE 40) r �\� r� � 114 3/8" THRU..BOLTS WITH N �+�� CN NUTS & LOCK WASHERS 3/8" 'STEEL.. BASE PLATE WELDED TO . PIPE COLUMNS 2'-3" 2'-3" BELOW &. ABOVE. T.S. 4"x4"x3/16" FOR END CANTILEVERS AND 0 0 T.S. 5"x5"x1/4" FOR MIDDLE CANTILEVER I pq 18'-6„ 00 18'-6" PIPE 10"0 SCHEDULE 40. RECOMMENDED OPTION: PIPE 10"0 SCHEDULE 40. RECOMMENDED OPTION: FILL THE 10"0 PIPE WITH FILL THE 10"0 PIPE WITH CONCRETE FOR ADDED STRENGTH. CONCRETE FOR ADDED STRENGTH: I END CANTILEVER FRAMING MIDDLE CANTILEVER FRAMING All welds shell be with CORNER CONNECTION 1 3/16 .pillet welds and DETAIL SCALE: N/A E-70 electrode. 1 F -- 1 NOTES: VARIES STRUCTURES ARE DESIGNED PER CUPRENT FBC2002, AND Q a o o o ASCE 7--98. THE STEEL FRAME IS DESIGNED TO WITHSTAND 0 2 It 0 MINIMUM WIND SPEED OF 140 MPH WITHOUT FABRIC. a p 4 ALL STRUCTURAL MEMBERS ARE STEEL (MIN. 36 KSI). 2'-2" +/- 4--1'-4"BEFORE ANCHORING TO EXISTING SLAB OR FOOTING, Q ENGINEERING EVALUATION OF THE EXISTING STRUCTURE 16"x16"x1" A325 BOLTS STEEL PLATE MAY BE NECESSARY. NOTE: ALL WELDED EDGES TO BE00 W/2"WASHERS - (TYP) GROUND SMOOTH (TYP) EXISTING BUILDING PROVI DE CORROSION PROTECTIONG TO THE PORTION OF THE b PIPE COLUMN, BELOW GRADE. IT IS RECOMMENDED THAT THE ANCHOR BOLTS BE II ,'/ z EXISTING 5" CONRETE DRIVEWAY PREINSTALLED, TO ACHIEVE HIGHER PULL-OUT STRENGTH. 1/8 i 4XISTLNG 4" 0 SEWER LINE CONCRETE FOR THE FOOTINGS SHALL BE MINIMUM 2500 PSI i — 4 6' 0'-0" AT 28 DAYS. / HIGH STRENGTH s�-0lD GROUT NOTES TO OWNER:NI p[ p SEE TABLE 2 A D ' . . .° P r.D •. ' . • . . , . �,� ,,. ,..�. .._ �p1> -� OWNER ACCEPTS FULL RESPONSIBILTY OF REMOVING NOTE: CROWN CONNECTOR SLIPS INTO RIB MEMBERS AND IS HELD IN HE FABRIC FROM THE SPACE FRAME WHEN SEVERE PLACE BY THE TENSION IN THE 4 6 i,i4 oc �� W ATHER CONDITIONS SUCH AS GUSTS WARNINGS OF 75 PERIMETER CABLES DOME CONNECTOR END POST MIDDLE POST SECTION B,MPH OR HIGHER, TORNADO OR HURRICANE N.T.S. FOOTING DETAILS WATCH/WARNING ARE FORECAST FOR THE AREA BY THE 1 NATIONAL/LOCAL WHEATHER AUTHORITIES. 2 N 2 SEE TABLE � Cl_ 1., CD 1 t '�� L, J �'• I W a TYPICAL: I 1 W c tt; � L:J V PIPE C LUMN e CJ • -SEE TA LE 1 FORD TAILS Fzq Lr) NATURAL GROUND LEVEL F � J, CL? V-) p tLI'J L3'-4" 4'--•0"---- 5--0„ �''•J VARIES ALL STEEL SPACE FRAME 0 I ao DOUBLE SHADEPORT—ISOMETRIC PLAN VIEW SECTION A—A SCALE: N/A NJ.S.- 9'-0" 1/4" DIA. x 2" T.S, 4x3x3/16 T. 5x5 T.S. 4x3x3/16 WELDED ROD X1 4 J_ T•S• 4x4x1 4 2.5" NOM. 0 ��"�• 5CH. 40 PIPE 0 0 , 0l0 1 r. S. 4x3x3/1 6 - - _ .- 00 1 r S. r�x3x3116 O.D. TO MATCH 1 � HOOP PIPE I.D. T.S. 4x4x1 /4 1 T.S. 5x5x1 /4 1 (SCHEDULE 40) r �\� r� � 114 3/8" THRU..BOLTS WITH N �+�� CN NUTS & LOCK WASHERS 3/8" 'STEEL.. BASE PLATE WELDED TO . PIPE COLUMNS 2'-3" 2'-3" BELOW &. ABOVE. T.S. 4"x4"x3/16" FOR END CANTILEVERS AND 0 0 T.S. 5"x5"x1/4" FOR MIDDLE CANTILEVER I pq 18'-6„ 00 18'-6" PIPE 10"0 SCHEDULE 40. RECOMMENDED OPTION: PIPE 10"0 SCHEDULE 40. RECOMMENDED OPTION: FILL THE 10"0 PIPE WITH FILL THE 10"0 PIPE WITH CONCRETE FOR ADDED STRENGTH. CONCRETE FOR ADDED STRENGTH: I END CANTILEVER FRAMING MIDDLE CANTILEVER FRAMING All welds shell be with CORNER CONNECTION 1 3/16 .pillet welds and DETAIL SCALE: N/A E-70 electrode. 1 F -- 1 NOTES: VARIES STRUCTURES ARE DESIGNED PER CUPRENT FBC2002, AND Q a o o o ASCE 7--98. THE STEEL FRAME IS DESIGNED TO WITHSTAND 0 2 It 0 MINIMUM WIND SPEED OF 140 MPH WITHOUT FABRIC. a p 4 ALL STRUCTURAL MEMBERS ARE STEEL (MIN. 36 KSI). 2'-2" +/- 4--1'-4"BEFORE ANCHORING TO EXISTING SLAB OR FOOTING, Q ENGINEERING EVALUATION OF THE EXISTING STRUCTURE 16"x16"x1" A325 BOLTS STEEL PLATE MAY BE NECESSARY. NOTE: ALL WELDED EDGES TO BE00 W/2"WASHERS - (TYP) GROUND SMOOTH (TYP) EXISTING BUILDING PROVI DE CORROSION PROTECTIONG TO THE PORTION OF THE b PIPE COLUMN, BELOW GRADE. IT IS RECOMMENDED THAT THE ANCHOR BOLTS BE II ,'/ z EXISTING 5" CONRETE DRIVEWAY PREINSTALLED, TO ACHIEVE HIGHER PULL-OUT STRENGTH. 1/8 i 4XISTLNG 4" 0 SEWER LINE CONCRETE FOR THE FOOTINGS SHALL BE MINIMUM 2500 PSI i — 4 6' 0'-0" AT 28 DAYS. / HIGH STRENGTH s�-0lD GROUT NOTES TO OWNER:NI p[ p SEE TABLE 2 A D ' . . .° P r.D •. ' . • . . , . �,� ,,. ,..�. .._ �p1> -� OWNER ACCEPTS FULL RESPONSIBILTY OF REMOVING NOTE: CROWN CONNECTOR SLIPS INTO RIB MEMBERS AND IS HELD IN HE FABRIC FROM THE SPACE FRAME WHEN SEVERE PLACE BY THE TENSION IN THE 4 6 i,i4 oc �� W ATHER CONDITIONS SUCH AS GUSTS WARNINGS OF 75 PERIMETER CABLES DOME CONNECTOR END POST MIDDLE POST SECTION B,MPH OR HIGHER, TORNADO OR HURRICANE N.T.S. FOOTING DETAILS WATCH/WARNING ARE FORECAST FOR THE AREA BY THE 1 NATIONAL/LOCAL WHEATHER AUTHORITIES. DATE: 12/04/02 SCALE: 1/4" = 1' REVISION # BY SHEET N0. 2002-130 --- ----- - 0 FF6CE COPY ,z�0 <L< -o Z Z a U1 (n L 0- 0 U cy V)0ZZZ C) >- � � w <t (n 0_ O 0_ 1— -- z TWO-0 T°-Li-1ZQ�= WQ O CL :E t� N d- � Cl_ 1., CD �— [ln '�� L, J �'• I W a • �r_r I K'4 W c tt; � L:J V vi Y e CJ • LiJ LL; G� O o Fzq Lr) Q F � J, CL? V-) p tLI'J a a Y_ �''•J S r -ti p O �i Ln a 0 C Q O C/)v DATE: 12/04/02 SCALE: 1/4" = 1' REVISION # BY SHEET N0. 2002-130 --- ----- - 0 FF6CE COPY ,z�0 <L< -o Z Z a U1 (n L 0- 0 U cy V)0ZZZ C) >- � � w <t (n 0_ O 0_ 1— -- z TWO-0 T°-Li-1ZQ�= WQ O CL :E t� Cn .. W a r K'4 U c tt; G� O o Q a co a a w � a DATE: 12/04/02 SCALE: 1/4" = 1' REVISION # BY SHEET N0. 2002-130 --- ----- - 0 FF6CE COPY MOUNTING SYMBOL.: DESCRIPTION: HEIGHT: LIGHTING DUPLEX RECEPTACLE. 5=SAFETY-TYPE. 18" AFF 2' x 4' FLUORESCENT FIXTURE. UPPER CASE LETTER DENOTES FIXTURE CEILING G" ABOVE COUNTER TYPE, LOWERCASE LETTER INDICATES SWITCH CONTROL. REFER TO DUPLEX RECEPTACLE, MOUNTED IN CEILING. CEILING 'LIGHTING FIXTURE SCHEDULEFOR FIXTURE SPECIFICATIONS QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE. 18" AFF (TYPICAL FOR ALL FIXTURES ON A CIRCUIT). DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE. t� I' x 4' FLUORESCENT FIXTURE. CLI LI NG �N 2'x 2' FLUORE5CENT FIXTURE., NL=NIGHT LIGHT, UNSWITCHED. CEILING MAIN LUGS ONLY FLUORESCENT STRIP LIGHTING FIXTURE. CEILING O CEILING LIGHTING FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR CEILING CONDENSING UNIT 5PtCl FICATION5, PANELBOARD. Q WALL MOUNTED LIGHT FIXTURE. AS SPECIFIED G" -G" TO TOP SITE LIGHTING FIXTURE AND POLE. SEE LIGHTNG FIXTURE SCHEDULE FOR AS NOTED KG5 SPECIFICATIONS. TIME SWITCH. ® EXIT LIGHT, SINGLE FACE, UNIVERSAL MOUNT AS SPECIFIED IN THE CEILING 54" AFF FIXTURE SCHEDULE. LETTER INDICATES FIXTURE TYPE. BLACK QUADRANT TRANSFORMER. A5 NOTED INDICATES DIRECTION OF FACE, ARROW(5) INDICATE DIRECTION OF EQUIPMENT SW TRAVEL. EWC 4=0 BATTERY OPERATED EMERGENCY LIGHT FIXTURE. 8'-0" AFF EWH COMBINATION EXIT SIGN AND BATTERY OPERATED EMERGENCY LIGHT 8'-0" AFF TRANSIENT VOLTAGE SURGE SUPPRESSOR FIXTURE. FULL VOLTAGE NON REVERSING STARTER $ SINGLE POLE SWITCH. 48" AFF $a THREE WAY SWITCH, 48" AFF lb WALL BOX DIMMER, 2000 WATT UNLE55 NOTED OTHERWISE, 48" AFF WEATHERPROOF (NEMA 3R) PROVIDE DIMMING BALLAST FOR FLUORESCENT APPLICATIONS, GROUND V PHOTOCELL. AS NOTED ® LIGHTING CONTACTOR. AS NOTED POWER 0- DUPLEX RECEPTACLE. 18" AFF W, DUPLEX RECEPTACLE. 5=SAFETY-TYPE. 18" AFF 410 DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER BACK5PLA5H. G" ABOVE COUNTER � DUPLEX RECEPTACLE, MOUNTED IN CEILING. CEILING AHU QUADRAPLEX (DOUBLE DUPLEX) RECEPTACLE. 18" AFF MOUNTING DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE. 18" AFF Be DUPLEX GROUND FAULT CIRCUIT INTERRUPTED RECEPTACLE -MOUNTED G" ABOVE COUNTER CIRCUIT BREAKER ABOVE COUNTER BACK5PLA5H. MAIN LUGS ONLY 0 SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION A5 SHOWN. 18" AFF 0 JUNCTION BOX WITH BLANK PLATE; BRACKET INDICATES WALL MOUNTED. CONDENSING UNIT NEC PANELBOARD. G" -G" TO TOP DISCONNECT DISTRIBUTION PANELBOARD. G" -G" TO TOP DN METER 50CKET, PROVIDE PER UTILITY COMPANY REQUIREMENTS, KG5 ® TIME SWITCH. 54" AFF O SHUNT TRIP PUSH BUTTON. 54" AFF El TRANSFORMER. A5 NOTED SYMBOL: DESCRIPTION: COMMUNICATIONS ► op D COMMUNICATIONS OUTLET BOX FOR OWNER FURNISHED VOICE AND/OR 18" AFF op. ► DATA, STUB 3/4" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. C=MOUNTED G" ABOVE COUNTER OR BACKSPLASH, W=WALL MOUNTED AT +54" AFF, HM CABLE TV OUTLET BOX FOR OWNER FURNISHED CABLE TV SYSTEM, STUB 18" AFF 3/4" C. TO CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS. EQUIPMENT 5YME30L5 'C} MOTOR AND CONNECTION, E=QUIPMENT TYPE AS NOTED. R-fFR TO MOTOR CONNECTION SCHED, COORDINATE WITH INSTALLED EQUIPMENT. a+ SAFETY DISCONNECT SWITCH -30A, 30, 480V, NF, HD, NEMA 1, U.N.O, �- SPECIAL CABINET OR EQUIPMENT AS NOTED, RECE5ED MOUNTED. $m MANUAL MOTOR STARTER WITH OVERLOAD HEATERS FOR 120V, 10 FRACTIONAL hP, MOTORS, CONDUIT, RACEWAY AND WIRING EACH CIRCUIT SHALL CON5IST OF PHASE, NEUTRAL AND GROUND CONDUCTORS, FOR LIGHTING CIRCUITS PROVIDE REQUIRED SWITCH LEGS TO ACHIEVE SWITCHING INDICATED ON PLANS. CONTRACTOR MAY COMBINE CIRCUITS INTO A COMMON HOMERUN CONSISTING OF A MAXIMUM OF A COMMON NEUTRAUGROUND AND (3) PHASE CONDUCTORS (A, B AND C PHASE). HOWEVER, A SEPARATE NEUTRAL SHALL BE PROVIDED FOR ALL CIRCUITS SERVING COMPUTERS (DATA) CIRCUITS. SERVICING DATA IS DEFINED AS ANY RECEPTACLE NEXT TO A DATA OUTLET OR SPECIFICALLY SERVING A DATA PIECE OF EQUIPMENT. HOME RUN TO PANEL, NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. ALL HOMERUNS SHALL BE # 10 AWG, 3/4"C., MINIMUM. INDICATES DEVICE(5) CONNECTED TO SAME CIRCUIT, BUT DIFFERENT SWITCHING CONTROLS. ---I�I� GROUNDING CONDUCTOR. CONDUIT IN/UNDER SLAB. A DETAIL NUMBER. E ELECTRICAL 5HEET NUMBER. SECURITY ® DOOR STRIKE �7 CARD READER 54" AFF GENERAL NOTES (APPLIES TO ALL DIVISION 16000 DRAWINGS) I . WHERE THE REQUIREMENTS OF ANOTHER DIVISION, SECTION, OR PART OF THE SPECIFICATIONS EXCEED THE REQUIREMENTS OF THIS DIVISION, THOSE REQUIREMENTS SHALL GOVERN. ENGINEER SHALL HAVE FINAL DEC1510N OF WHICH REQUIREMENT SHALL GOVERN. 2. ALL FLOOR, WALL AND ROOF PENETRATIONS SHALL. MAINTAIN THE ENVIRONMENTAL AND FIRE RATING OF THE STRUCTURE, ROOF PENETRATIONS SHALL. BE COORDINATED WITH THE ROOFING CONTRACTOR TO MAINTAIN THE ROOFING WARRANTY, PITCH POCKET ROOF PENETRATIONS ARE NOT PERMITTED. 3, ALL. MOUNTING HEIGHTS SHOWN SHALL BE TO CENTER LINE OF DEVICE BACKBOX. 4, ALL COMMUNICATION CONDUIT SHALL- HAVE WIDE SWEEPING BENDS. 5, ALL COMMUNICATION CONDUIT SHALL BE IDENTIFIED BY A DISTINCTIVE NUMBER AND LABELED AT BOTH ENDS. G, ALL CONDUIT IN SLAB/BELOW SLAB SHALL BE 3/4" MINIMUM. 7. ALL SYMBOLS PRESENTED MAY NOT NECESSARILY BE USED ON THESE DRAWINGS. A155REVIATION5 A AMPS/AMPERAGE KW KILOWATTS AFF ABOVE FINISHED FLOOR KVA KILO VOLTAMPERES AHJ AUTHORITY HAVING JUR15DICTION MH METAL HALIDE AHU AIR HANDLER UNIT MNT. MOUNTING C./CDT. CONDUIT MCB MAIN CIRCUIT BREAKER C. 13. CIRCUIT BREAKER MLO MAIN LUGS ONLY CLG CEILING MMS MANUAL. MOTOR STARTER CU CONDENSING UNIT NEC NATIONAL ELECTRICAL CODE D15C DISCONNECT NF NON-FUSED DN DOWN KG5 RIGID GALVANIZED STEEL EC ELECTRICAL CONTRACTOR RTU ROOF -TOP UNIT EF EXHAUST FAN 5T SHUNT TRIP EQPT EQUIPMENT SW SWITCH EWC ELECTRIC WATER COOLER TTB TELEPHONE TERMINAL BACKBOARD EWH ELECTRIC WATER HEATER TV55 TRANSIENT VOLTAGE SURGE SUPPRESSOR FVNR FULL VOLTAGE NON REVERSING STARTER UNO UNLE55 NOTED OTHERWISE GC GENERAL CONTRACTOR W WATTS GFI GROUND FAULT INTERRUPTOR WP WEATHERPROOF (NEMA 3R) GND./G, GROUND V VOLTS HP HORSEPOWER XFMR TRANSFORMER HR5 HORSEPOWER RATED SWITCH 0 PHASE IWH INSTANTANEOUS WATER HEATER 0 DRAWING NOTE SYMBOL LEGEND AND GENERAL NOTES NOT TO SCALE VOLTS. 2081120 PHASE: 30, 4W BUS RATING: 600A MCBKVA SINGLE PANEL: YES GROUND BUS: YES MOUNTING: SURFACE 22446 PANEL: 'A' 'CAR WASH BUILDING' LOADS PANEL. 'HA' 'CAR WASH BUILDING -DISTRIBUTION PANEL' SQUARED' - I -LINE STYLE OR EQUAL LOADS LOADS CAD FILE NO: 22446-EO01 SOURCE: SERVICE WIREWAY/DISC. AMPS CONN. LOAD: 228.5 634.3 DEMAND LOAD: 181.6 504.0 DESCRIPTION: CKT N0, KVA A KVA B KVA AMPS/ AMPS/ C POLE POLE KVA A KVA 8 KVA C CKT N0. DESCRIPTION: 20HP, EQUIP #1 (1), SEE SHEET 'A-7 1 7.1 1 12513 12513 7.1 BUS RATING: 60A MC8 2011 2 20HP BLOWER MOTOR, EQUIP #3 (2) ........ 3 2 7.1 ---- ---- 3 7.1 SINGLE PANEL: YES 4 ------- ---- 5 4.5 7,1 ---- ---- ------- LIGHTING - EXTERIOR 7.1 6 ------- 20HP, EQUIP # 1 (2), SEE SHEET 'A-7 7 1 7.1 12513 12513 7.1 6 CU 8 20HP PUMP PANEL, EQUIP # 15 ........ 9 7.1 ---- ---- 3.0 7.1 10 ------- -------- 11 0.8 7.1 ---- ---- KVA KVA 7.1 12 ------- 20HP, EQUIP # 1 (3), SEE SHEET 'A-7' 13 7.1 CKT 12513 15013 14.6 NO. A 14 PANEL 'A' -------- 15 A 7.1 ---- ---- N0. 10.8 RECEP - DETAIL BAYS 16 ------- -------- 17 2011 20/1 7.1 ---- ---- COMPUTER XFMR, EQUIP #5 (2) RECEP - OFFICE 11.4 18 - - 20HP, EQUIP # 1 (4), SEE SHEET A-7 19 7.1 12513 /3 0,0 16 1.6 20 3 POLE SPACE ........ 21 5 7.1 ---- ---- 0.6 0.0 3012 22 ------- -------- 23 AIR COMPRESSOR RECEP - DETAIL BAYS 7.1 ---- ---- 0.8 2011 0.0 24 -------- 20HP, EQUIP # 1 (5), SEE SHEET 'A-7' 25 7.1 8 12513 13 0.0 9 2011 26 3 POLE SPACE ........ 27 22 7.1 ---- ---- 10 0.0 RECEP - DETAIL BAYS 28 ------- -------- 29 20/1 3011 7.1 ---- ---- NEON BRITER-LITE, EQUIP #7 (2) 1.9 0.0 30 ------ 20HP VACUUM, EQUIP #2 31 7.1 1.3 12513 13 0.0 0.0 3HP CONVEYOR MOTOR, EQUIP # 14 32 3 POLE SPACE ------- 33 15 7.1 ---- ---- 0.0 34 -- -- - -------- 35 SPACE RECEP - DETAIL BAYS - CEILING 7.1 ---- ---- 2011 ---- 0.0 36 ------- 20HP BLOWER MOTOR, EQUIP #3 (1) 37 7.1 18 12513 13 0.0 19 0.4 38 3 POLE SPACE -------- 39 0.0 7.1 ---- ---- 20 0.0 SPARE 40 ---- ------- 41 2011 7.1 ---- ---- 0.0 SPARE 0.0 42 -------- 23 SUB TOTALS: 49.7 49.7 49.7 1 28.8 78.5 25.0 74.7 25.6 75.3 228.5 KVA CONNECTED VOLTS: 208/120 22446 PANEL: 'A' 'CAR WASH BUILDING' LOADS LOADS CAD FILE NO: 22446-EO01 SOURCE: PANEL 'HA' KVA AMPS CONN. LOAD: 36.8 0.0 DEMAND LOAD: 36.8 0.0 DESCRIPTION: CKT NO. KVA A KVA B SOURCE: SERVICE WIREWAY/DISC. PHASE: 30, 4W AMPS/ POLE KVA I A PANEL: KVA C 'B' DESCRIPTION: SIGN AT ROAD 1 1.0 BUS RATING: 60A MC8 2011 6012 4.5 DETAIL BAYS BUILDING 2 AHU IRRIGATION TIMER 3 KVA AMPS SINGLE PANEL: YES 2011 ---- 4.5 4 ------- LIGHTING - EXTERIOR 5 CONN. LOAD: 13.6 37.8 GROUND BUS: YES D.7 2011 4012 3.0 6 CU LIGHTING - INSIDE CAR WASH 7 DEMAND LOAD: 14.9 41.4 MOUNTING: SURFACE, NEMA 313 2011 LOADS 3.0 8 LOADS LIGHTING - EQUIPMENT ROOM 9 0.8 CKT KVA KVA KVA AMPSI AMPS/ KVA KVA KVA CKT DESCRIPTION. NO. A 8 C POLE POLE A 8 C N0. DESCRIPTION: RECEP - DETAIL BAYS 1 0.4 2011 1.0 2011 20/1 0.6 COMPUTER XFMR, EQUIP #5 (2) RECEP - OFFICE 2 LIGHTING - EXTERIOR RECEP - DETAIL BAYS 3 2011 0.4 2011 2011 16 1.6 RECEP - SITTING AREA 4 LIGHTING - DETAIL BAYS RECEP - DETAIL BAYS 5 2011 2011 0.6 2011 3012 18 RECEP, EQUIP #6 (2) 1.5 6 AIR COMPRESSOR RECEP - DETAIL BAYS 7 0.8 2011 0.2 2011 ---- 1.5 RECEP, EQUIP #6 (3) LIGHTING - SITTING AREA 8 ------ RECEP - DETAIL BAYS 9 2011 0,4 20/1 3011 22 1.9 LIGHTING - SITTING AREA 10 EXHAUST FAN RECEP - DETAIL BAYS 11 2011 2011 0.4 20/1 3011 24 NEON BRITER-LITE, EQUIP #7 (2) 1.9 12 EXHAUST FAN RECEP - DETAIL BAYS - CEILING 13 0.4 20/3 1.3 2011 0.0 3HP CONVEYOR MOTOR, EQUIP # 14 SPARE 14 SPACE RECEP - DETAIL BAYS - CEILING 15 2011 0.4 2011 28 0.0 SPARE 16 SPACE RECEP - DETAIL BAYS - CEILING 17 2011 ---- 0.4 2011 1.3 30 ------- 0.0 18 SPACE RECEP - DETAIL BAYS - CEILING 19 0.4 2011 0.0 2011 0.0 SPARE SPARE 20 SPACE SPARE 21 2011 0.0 2011 34 0.0 SPARE 22 SPACE SPARE 23 2011 2011 0.0 1 2011 0.0 36 SPARE 0.0 24 SPACE SUBTOTALS: 2.0 1.2 1 1,4 1 1 2.1 1 3.5 3.4 39 0.0 2011 2011 0.0 4.1 1 4.7 4.8 13.6 KVA CONNECTED DIVI-,)IoN 16 - EL 1-CTRJCAL SPECIFICATION -5 16000 ('[-NERAL- EL-EGTRICAL- IZI=OUIREMENT-') A. THE COMPLETE ELECTRICAL INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES � STANDARDS: I , NFPA 70 NATIONAL ELECTRICAL CODE, 2. NFPA 90A STANDARD TO THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS. 3, NFPA 101 LIFE SAFETY CODE. 4. ANSI A 1 17,1 ACCESSIBILITY CODE. 5. STANDARD BUILDING CODE, G. FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT AS DESCRIBED IN ACCE551BILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS, 7. AMERICANS WITH D15ABILITIE5 ACT. 8. FLORIDA BUILDING CODE 2001 . B. 'FURNISH AND INSTALL' AND 'PROVIDEARE EQUIVALENT TERMS WHICH INDICATE MATERIAL AND/OR EQUIPMENT SUPPLIED AND INSTALLED BY THI5 CONTRACTOR. 'FURNISHED' DENOTES MATERIAL OR EQUIPMENT SUPPLIED BUT NOT INSTALLED BY THIS CONTRACTOR. INSTALLED' DENOTES THE SETTING IN POSITION OR CONNECTION OF MATERIAL OR EQUIPMENT BY TH15 CONTRACTOR BUT SUPPLIED BY OTHERS. C. IT 15 THE REQUIREMENT OF THESE CONTRACT DOCUMENTS TO HAVE THE CONTRACTOR PROVIDE SYSTEMS AND COMPONENTS THAT ARE FULLY COMPLETE AND OPERATIONAL AND FULLY SUITABLE FOR THE INTENDED USE, D. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED TO DETERMINE EXACT LOCATIONS. VERIFY ALL LOCATIONS AND REQUIREMENTS OF EQUIPMENT FURNISHED AND/OR INSTALLED BY OTHERS BEFORE ROUGHING IN. E. ELECTRICAL SYSTEMS SHALL BE INSTALLED AS A COMPLETE INSTALLATION. INCIDENTAL DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER INSTALLATION AND OPERATION SHALL BE INCLUDED IN THE WORK OF THIS CONTRACTOR, F. PREBID SURVEY. I . THI5 CONTRACTOR SHALL SURVEY THE JOB5ITE PRIOR TO SUBMITTING THEIR BID TO DETERMINE THE FOLLOWING: a. AREAS REQUIRING DEMOLITION, TEMPORARY POWER, RELOCATING, ETC. WHICH ARE INADVERTENTLY NOT SHOWN ON THE DRAWINGS. b. PROBLEMS WITH WORK SEQUENCE. 2. ANY UNU5AL CONDITIONS NOT SHOWN ON THE DRAWINGS SHALL_ BE REPORTED 1-0 THE ENGINEER PRIOR TO BIDDING. G. UPON COMPLETION OF THE WORK, BUT BEFORE FINAL ACCEPTANCE OF THE SYSTEM AND REQUEST FOR FINAL PAYMENT, FURNISH THE OWNER, FOR APPROVAL, OPERATION AND MAINTENANCE MANUALS IN LOOSE-LEAF BINDERS, H. PROVIDE OWNER WITH A RECORD SET OF A5 -BUILT DRAWINGS FROM A DE51GNAl-ED MARKED -UP SET OF BLUELINE5. I. PROVIDE TEMPORARY ELECTRICAL POWER TO J055ITE. J. DIVISION I G 5UB-CONTRACTOR SHALL REVIEW DIVISION 15 SHOP DRAWINGS AND VERIFY EQUIPMENT VOLTAGE, PHASE AND AMPS PRIOR TO ROUGH -IN OF ALL EQUIPMENT. 16020 ELECTRICAL IDENTIFICATION A. PROVIDE CABLE/CONDUCTOR IDENTIFICATION BANDS. B, PROVIDE ENGRAVED PLASTIC LAMINATE SIGNS, WHITE LETTERING ON A BLACK BACKGROUND, FOR EACH UNIT Of= THE FOLLOWING CATEGORIES OF ELECTRICAL WORK: MOTOR 5TARTER5, PANELBOARD5, DISCONNECTS, AND JUNCTION BOXES. NAME PLATES SHALL IDENTIFY PANEL DESIGNATION (NAME), VOLTAGE, PHASE AND WIRE CONFIGURATION. C. UNDERGROUND CABLE/CONDUIT IDENTIFICATION PLASTIC LINE MARKERS SHALL BE PROVIDED THE CONTINUOUS TRENCH LENGTH, 16m CONPLA T A. MINIMUM SIZE CONDUIT 511ALL BE 1/2" B. CONDUIT SHALL BE MC CABLE, ELECTRICAL METALLIC TUBING, OR RIGID GALVANIZED STEEL CONDUIT, C. ALL CONDUIT 5HALL BE CONCEALED, EXP05ED CONDUIT- SHALL BE EMT IN INTERIOR AREAS, AND RIGID GALVANIZED STEEL CONDUIT IN EXTERIOR AREAS. D. COORDINATE ROUTING (LOCATION) OF CONDUIT WITH HVAC DUCTWORK, PLUMBING PIPING AND 5PRINKLER PIPING. E. SECURE CONDUIT IN PLACE WITH CORROSION -PROOF ALLOYSTRAP5 AT SPACINGS AS REQUIRED BY N.E.C. CONDUIT SHALL BE SECURED TO BUILDING STRUCTURE, F. INSTALL FLEXIBLE STEEL CONDUIT NOT OVER 3' LONG TO MOTORS, TRANSFORMERS AND EQUIPMENT SUBJECT TO VIBRATION. G. INSTALL LIQUID -TIGHT FLEXIBLE CONDUIT NOT OVER 3' LONG WHERE SUBJECT TO MOISTURE, DIRT OR FUMES, H. TYPE MC CABLE SHALL BE OF THE INTERLOCKING JACKET TYPE WITH A BLUE STRIPE FOR IDENTIFICATION. CABLE 5HALL BE SUPPORTED AT NOT MORE THAN 51X -FOOT INTERVAL5, AND ALL FITTINGS SHALL BE IDENTIFIED FOR USE WITH SAID CABLE. CABLE SHALL NOT BE USED FOR SERVICE ENTRANCE OR IN EXPOSED AREAS. I. NON-METALLIC CONDUIT IS NOT PERMITTED. CONTRACTOR SHALL MINIMIZE FLOOR SLAB PENETRATIONS, J, ALL CONDUIT RUNS SHALL BE DESIGNED TO PRESENT A NEAT AND ORDERLY APPEARANCE, RUNNING LINES PARALLEL WITH BUILDING STRUCTURE OR WALLS. K. ROOFTOP UNITS AND EXHAUST FANS ARE TO BE WIRED THROUGH THE ROOF CURB5 OR UTILIZE FACTORY -FABRICATED ROOF PIPING CURBS. PITCH POCKETS ARE NOT ALLOWED, L. AC CABLE IN NOT PERMITTED. M. SCHEDULE 40 PVC CONDUIT 15 ALLOWED FOR CONDUITS IN/UNDER THE SLAB. N. CONDUIT 5HALL BE ROUTED PERPENDICULAR THROUGH RATED WALLS. PROVIDE PROPER SLEEVES AND FIRE SAFING/5EALANT5. 0. PROVIDE UL APPROVED FIRE SEALS FOR ALL FIRE RATED WALL AND FLOOR PENETRATIONS. 615 CONDUIT F171NG-b A. COMPRESSION TYPE OR SETSCREW TYPE SHALL BE UTILIZED. B, PROVIDE PROPER EXPANSION FITTINGS WHEN CROSSING BUILDING EXPAN51ON LINES. 16120 \VIRGS, C451 L.5 AND CONNECTOR - A. ALL CONDUCTORS SHALL BE COPPER WITH GOOV 90°C THHN/THWN INSULATION. B. USE SOLID CONDUCTOR, SINGLE CONDUCTOR, NO. 12 AWG MINIMUM FOR GENERAL USE WIRING. C. USE STRANDED CONDUCTOR, SINGLE CONDUCTOR NO. 12 AWG AND LARGER, FOR MOTORS AND OTHER INSTALLATIONS WHERE VIBRATION 15 GENERATED. D. COLOR -CODING SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, FROM SERVICE SWITCH OR -TRANSFORMER THROUGH ALL BRANCH CIRCUITRY, ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS: 206/120 VOLT PHASE A -BLACK PHASE 5 -RED PHASE C -BLUE NEUTRAL -WHITE E. A STANDARD 500V MEGGER INSULATION TEST SHALL BE MADE AND RECORDED FOR ALL FEEDER CIRCUITS. F. PROVIDE LUGS FOR FEEDER SIZES INDICATED ON DRAWINGS OR AS REQUIRED. G. WIRE 51ZE FOR 120V BRANCH CIRCUITS SHALL BE PER THE FOLLOWING LENGTH OF RUNS: I . 0 TO 50 FT: RUN FROM PANELBOARD TO FIRST OUTLET; NO. 12 AWG MINIMUM. 2. 51 TO 100 FT RUN: INCRESE ONE WIRE SIZE, I.E. NO. 12 AWG BECOMES NO, 10 AWG TO FIRST OUTLET. 3. 101 TO 150 FT RUN: INCREASE TWO WIRE SIZES, I.E. NO. 12 AWG BECOMES NO, 8 AWG TO FIRST OUTLET. 4, 1 5 1 AND ABOVE: WIRING SHALL BE SIZED FOR 3% MAXIMUM VOLTAGE DROP, VOLTS: 2081120 PHASE: 30, 4W BUS RATING: 225A MLO SINGLE PANEL: YES GROUND BUS: YES MOUNTING: SURFACE 22446 PANEL: 'A' 'CAR WASH BUILDING' LOADS LOADS CAD FILE NO: 22446-EO01 SOURCE: PANEL 'HA' KVA AMPS CONN. LOAD: 36.8 0.0 DEMAND LOAD: 36.8 0.0 DESCRIPTION: CKT NO. KVA A KVA B KVA C AMPS/ POLE AMPS/ POLE KVA I A KVA B KVA C CKT NO. DESCRIPTION: SIGN AT ROAD 1 1.0 2011 6012 4.5 2 AHU IRRIGATION TIMER 3 0.2 2011 ---- 4.5 4 ------- LIGHTING - EXTERIOR 5 D.7 2011 4012 3.0 6 CU LIGHTING - INSIDE CAR WASH 7 1.2 2011 ---- 3.0 8 ------- LIGHTING - EQUIPMENT ROOM 9 0.8 2011 2011 0.4 10 RECEP - EQUIPMENT ROOMS RECEP - LOUNGE 11 1.2 2011 2011 1.0 12 COMPUTER XFMR, EQUIP #5 (1) RECEP - SERVICE COUNTER 13 0.8 2011 2011 1.0 14 COMPUTER XFMR, EQUIP #5 (2) RECEP - OFFICE 15 0,6 2011 2011 0.2 16 RECEP, EQUIP #6 (1) RECEP - SITTING AREA 17 1.2 2011 2011 0.2 18 RECEP, EQUIP #6 (2) RECEP - KIDS AREA, BATHROOM 19 0.6 2011 2011 0.2 20 RECEP, EQUIP #6 (3) LIGHTING - SITTING AREA 21 1.2 2011 2011 1.6 22 NEON BRITER-LITE, EQUIP #7 (1) LIGHTING - SITTING AREA 23 1.2 2011 2011 1.6 24 NEON BRITER-LITE, EQUIP #7 (2) LIGHTING - KIDS AREA, BATHROOMS, OFFICE 25 1.0 2011 20/3 1.3 26 3HP CONVEYOR MOTOR, EQUIP # 14 SPARE 27 0.0 2011 ---- 1.3 28 -------- SPARE 29 0.0 2011 ---- 1.3 30 ------- SPARE 31 0.0 2011 2011 0.0 32 SPARE SPARE 33 0.0 2011 2011 0.0 34 SPARE SPARE 35 0.0 2011 2011 0.0 36 SPARE SPARE 37 0.0 2011 2011 0.0 38 SPARE SPARE 39 0.0 2011 2011 0.0 40 SPARE SPARE 41 0.0 2011 2011 0.042 SPARE SUB TOTALS. 4.6 2.8 4,3 10.0 14.6 8.0 10.8 7,1 11,4 36.8 1 KVA CONNECTED PANELBOARD SCHEDULES NOT TO SCALE iGian nxnvr, L. A, WALL OUTLET BOXES SHALL BE 4 INCH SQUARE WITH A TOTAL DEPTH OF LE55 THAN 2-112" GALVANIZED PRE55ED STEEL WITH PLASTER RINGS OR GANG COVER, OR SIZED AS REQUIRED. B. WHERE MORE THAN TWO 5WITCHE5 OR DEVICES ARE LOCATED AT ONE POINT, USE GANGED BOXES AND COVERS. C, ALL BOXES FOR ELECTRICAL EQUIPMENT SHALL HAVE COVERS. D. DO NOT INSTALL BOXES BACK TO BACK OR THROUGH WALL, OFFSET OUTLET BOXES ON OPPOSITE SIDES OF WALL A MINIMUM OF 12 INCHES OR ON OPPOSITE SIDES OF STUD IN PARTITION WALLS, WHERE BACK TO BACK BOXES CANNOT BE AVOIDED, PROVIDE GYPSUM BOARD BETWEEN BOXES. 16140 \VIfZIN(; DEVICES A. WIRING DEVICES SHALL BE MANUFACTURED BY HUBBELL, BRYANT OR LEVITON. B. RECEPTACLES SHALL BE HEAVY DUTY DUPLEX, 2 POLE, 3 WIRE, GROUNDING, 20 AMP, 125 VOLT, DESIGNED FOR 51DE AND BACK WIRING WITH NEMA CONFIGURATION 5-20R. DE51GN SELECTION: HUBBELL 5362-1. C. RECEPTACLES NEXT TO DATA OUTLETS SHALL BE TV55. DE51GN SELECTION: HUBBELL 5350-I5. D. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES SHALL BE NEMA 5-20R AND EQUAL TO HUBBELL GF -5252-1. E. SWITCHES SHALL_ BE HEAVY DUTY SINGLE POLE AC QUIET SWITCHES, 20 AMPERES, EQUAL TO HUBBELL 1 22 1 -I, 1223-1 (THREE-WAY), 1224-1 (FOUR-WAY). F. PROVIDE SMOOTH NYLON COVERS FOR ALL DEVICES. G. INCANDESCENT DIMMERS SHALL BE 2000 WATTS, 120 VOLT, LUTRON NOVA NT SERIES FOR LINE VOLTAGE AND LUTRON NOVA NTLV SERIES FOR LOW VOLTAGE. 16155 MOTOR .STARTER 5 A. PROVIDE STARTER OF NEMA 51ZE AND VOLTAGE RATING COMPATIBLE WITH MOTOR. B. MANUFACTURERS SHALL BE G.E., SQUARE 'D' OR SIEMENS. C, AC FRACTIONAL HORSEPOWER MANUAL STARTERS, 2 POLE, 512E AND RATING AS REQUIRED. EQUIP WITH MANUALLY OPERATED TOGGLE -MECHANISMS; AND WITH ONE PIECE MELTING ALLOY TYPE THERMAL UNITS, GREEN PILOT LIGHT, AND SWITCH CAPABLE OF BEING PAD- LOCKED OFF. ENCLOSE STARTER IN NEMA TYPE 1 ENCL05URF. SQUARED' TYPE 'I", D. MANUAL MOTOR STARTING SWITCHES, 2 POLE, TOGGLE TYPE WITHOUT OVERLOAD PROTECTION, 51ZE AND RATING A5 REQUIRED, NEMA I ENCLOSURE WITH SWITCH TOGGLE GUARD WITH OFF LOCK -OUT FEATURE, SQUARE 'D' TYPE 'K', E. MEGGER CHECK PHA5E-TO-PHA5E AND PHA5E-TO-GROUND INSULATION LEVELS. DO NOT MEGGER CHECK 50LID-5TATE EQUIPMENT. TEST EACH MOTOR AND RECORD NAMEPLATE DATA, OVERLOAD RELAY EQUIPMENT, PROTECTIVE RELAY SETTING, VOLTAGE AND CURRENT PHASE READINGS AND DIRECTION OF ROTATION. 16160 PAN EL60ARD6 A. PANELBOAKD5 SHALL BE MANUFACTURED BY 5QUAKE'D', GENERAL ELECTRIC, OR ITE SIEMENS. B. PROVIDE LIGHTING AND APPLIANCE PANELBOARD5, AND POWER DISTRIBUTION PANEL50ARD5 WITH DEAD FRONT COVERS, FULL 51ZE NEUTRAL AND BOLT -ON HEAVY DUTY, QUICK MAKE, QUICK BREAK CIRCUIT BREAKERS. PANELBOARD5 SHALL BE U.L. LISTED. C. INSTALL_ PANELBOARD5 50 TOP BREAKER 15 NOT HIGHER THAN 0-0" ABOVE FLOOR. D. CONTRACTOR 511ALL BALANCE PHASES IN PANELBOARD 50 THAT- LOAD IMBALANCE DOES NOT EXCEED 10%. E, PANELBOARD SHALL INCLUDE COMPLETE TYPEWRITTEN DIRECTORY, F. PROVIDE SPARE CONDUITS TO CEILING CAVITY FOR 5PARE5/9PACE5 IN PIECE55ED PANELBOARD5. PROVIDE (1) 3/4"C. FOR EVERY 3 SPACES. 67o OR AND IRCUI P16CON 7 MOT C T NE -c76 A. SERVICE D15CONNECT SWITCH SHALL BE HEAVY DUTY TYPE. OTHER D15CONNECT 5WITCHE5 511ALL BE GENERAL DUTY. B. PROVIDE RAIN -TIGHT HUBS FOR EXTERIOR DISCONNECTS. C. PROVIDE CLA55 R REJECTION FUSE CLIPS AND CLA55 R FUSES. D. FU5E5 5HALL BE MANUFACTURED BY BU55MAN, LITTLE OR GOULD-5HOUWMUT. 16190 t)uPPORTINI; DEVIcc.6 A. LIGHTING FIXTURE5 SHALL BE 5UPPOKTED PER N.E.C. B. FASTEN CONDUIT TO STRUCTURAL PARTS OF BUILDING. 1645o �ROuNDIN� A. PROVIDE INSULATED GROUND CONDUCTORS IN ALL CONDUITS. B. PROVIDE GROUNDING BUSHINGS FOR FEEDER CONDUITS. C. SERVICE GROUND RESISTANCE SHALL BE MEASURED WITHOUT DEPENDING ON WATER PIPING SYSTEM AND SHALL BE 25 OHMS OR LESS, IF GREATER THAN 25 OHMS, DRIVE ADDITIONAL GROUND RODS TO OBTAIN RE=QUIRED RESISTANCE, D. GROUND METAL LIGHTING POLES AS REQUIRED BY N,L".C. 16500 LIGITING' A. U.L. LABELS MUST APPEAR ON ALL LIGHTING FIXTURE5. FLEXIBLE CONDUIT TAILS, UP TO SIX FEET IN LENGTH, MAY BE USED BETWEEN JUNCTION BOXES AND RECESSED LIGHTING FIXTURES. OUTLET BOXES MAY SERVE UP TO FOUR SEPARATELY RECESSED FIXTURES. 5ALLA5T5 SHALL BE ELECTRONIC HIGH-POWER FACTOR CBM LABELED, B. PROVIDE PROPER TRIM PER REFLECTED CEILING PLAN OR ACTUAL CEILING INSTALLED. C. PROVIDE LAMP5 IN ALL FIXTURES. D. LIGHTING FIXTURE5 IN MECHANICAL ROOMS, ETC., SHALL BE COORDINATED WITH EQUIPMENT. E. LAMPS SHALL BE MANUFACTURED BY OSRAM-SYLVANIA, G,E„ PHILLIPS OR VENTURE. F. BALLASTS SHALL BE MANUFACTURED BY 05RAM-5YLVANIA, MAGNETIC -UNIVERSAL, ADVANCE, ESI OR VENTURE. G. EMERGENCY BATTERY BALLAS15 SHALL BE 1400 LUMENS MINIMUM. 16741 COMMUNICATIONS CONDUIT R4CE\VAY,5YbTEM A. PROVIDE 3/4"C. FROM 4" SQUARE COMMUNICATIONS OUTLET BOX TO ACCESSIBLE CEILING CAVITY AND TERMINATE WITH PLASTIC BUSHINGS, 5END5: SIX TIMES INTERNAL DIAMETER OF CONDUIT. PROVIDE NYLON PULL STRING. B. PROVIDE 3/4"X8' HIGH PLYWOOD BACKBOARDS IN WIDTHS AS SHOWN ON DRAWINGS. PAINT WITH FIREPROOF GREY PAINT. PROVIDE #G INSULA -TED COPPER GROUND WIRE FROM BACKBOARD TO SERVICE GROUND. C. PROVIDE 3G"x3G"xG" DEEP NEMA 3K ENCLOSURE WITH HINGED COVER FOR TELEPHONE SERVICE ENTRANCE. PROVIDE 3/4" PLYWOOD BACKBOARD INSIDE AND 120V TV55 RECEPTACLE. PROVIDE #G INSULATED COPPER GROUND WIRE FROM BOX TO SERVICE GROUND. ELECTRICAL SPECIFICATIONS_ NOT TO SCALE TI E8e PLANS ANPORO euilDl D COCeP7-E POPARE ReviewNe; ep-r rH VEp ED STP? PERRT A.4 PERN CAN FORK Arvo NOT �CEN5M1rfSSVEDIt1ON�lY ISS AISrOv5 OFr-rHF OR sEr AS r1 OR YRO`E�b W16e Drp-r. NCF O, _ rEc A.slo o vIo H OR N 0 RORF?�u - SEgr, _HP• ew- �eS, NOR SN Hg T1�lrcrHE n E UIR� G'A D�,ILpIN43 Uf TI IE Cir ES ,%,srR JC -j OFFICE COPY PERMIT # 61&* ELECTRICAL 5HEET INDEX ALL5TAR5 HAND CAR WASH DRAWING NUMBER DRAWING NAME E101 SYMBOL LEGEND, GENERAL NOTES, ELECTRICAL SPECIFICATIONS AND PANELBOARD SCHEDULES E201 51TE PLAN - ELECTRICAL, POWER ONE -LINE DIAGRAM, AND SERVICE RACK ELEVATION DETAIL E301 CAR WASH PLAN - ELECTRICAL, DETAIL BAYS PLAN - ELECTRICAL, LIGHTING FIXTURE SCHEDULE, AND ELECTRICAL LOAD SUMMARY ,412,CUTECTU IZAL coNSu�TiNG EN�'�NEERING, INC. A.C.E., INC. ELECTRICAL ENGINEER 1 080 GREGORY DRIVE MAITLAND, FL 32751 PHONE: (407) 339 - 3060 FAX: (407) 339 - 8121 E-MAIL: aceinc@mpinet.net GREG 51GLF, P.E. P.E. LICEN5E NO: 48671 EE3N#: 8019 ©COPYRIGHT ARCHITLCTLTRAL CONSULTING LNGINLLRING. INC. ALL RIGIITS RESERWO, SEAL: PROJECT: D z Q z IN REVISIONS: NO. I DATE I DESCRIPTION JOB NUMBER: 22446 DATE: JULY 22, 2002 CAD FILE NO: 22446-EO01 SCALE: AS NOTED DRAWN: K. SIGLE CHECKED: G. SIGLE SHEET TITLE: SYMBOLS, GEN NOTES, ELECTRICAL SPECIFICATIONS AND PANELBOARD SCHEDULES SHEET NO: SHEET . OF E1 01 clo? UTILITY PRIMARY UTILITY POLE -MOUNTED TRANSFORMERS nR Pan-um1A1ncn TRnN.cFnaAnFa VING iFOR RE'D'- 3650 AR,CUTFCTuDL CoN�u LTA N�' F NQNF NC. A.C.E., INC. ELECTRICAL ENGINEER 1 080 GREGORY DRIVE MAITLAND, FL 3275 1 PHONE: (407) 339 - 3000 FAX: (407) 339 - 81 2 1 E-MAIL: aceinc@mpinet.net GREG 51GLE, P.F. P.E. LICENSE NO: 48071 EF3N#: 801 9 ©COPYRIGI[T ARCHITECTURAL CONSULTING ENGINL.LRING. INC. ALL RIGHTS RESERVED. SEAL: PROJECT: T TDTRrvu SITE PLANw ELECTRICAL_ 16 SCALE: V = 20'-0" TRANSF SITE PLAN NOTES: 1 UTILITY PRIMARY TO PAD -MOUNT TRANSFORMER OR CONTRACTOR PROVIDED SECONDARY TO POLE -MOUNTED UTILITY TRANSFORMERS (COORDINATE WITH UTILITY COMPANY FOR EXACT ARRANGEMENT AND UTILITY POLE, ETC.). SERVICE RACK ELEVATION DETAIL NOT TO SCALE BURY POSTS IN GROUND 2'-0" A' AND ENCASE WITR CONCRETE REVISIONS: NO. I DATE I DESCRIPTION JOB NUMBER: 22446 DATE: JULY 22, 2002 CAD FILE NO: 22446-ES01 SCALE: AS NOTED DRAWN: K. SIGLE CHECKED: G. SIGLE SHEET TITLE: SITE PLAN - ELECTRICAL, POWER ONE -LINE DIAGRAM, AND SERVICE RACK DETAIL SHEET NO: SHEET . OF E201 60/3 v #6 N � l.(i N 600/3 m PANEL '8' Q `* REBAR COLD NEMA 3R #3/0 225/3 0 O IN SLAB WATER BUILDING _ PIPE STEEL (2) 5/8"x10' N0 GROUND RODS 4#4/0, 1#4G. -21/2"C. n / L�..� �j' -i LL - 6 �t O z 0 > \/— PANEL 'HA' J [] @ o Q PER NEC 250 RLBAR COLD IN SLAB WATER BUILDING _ F'IPE STEEL r, / lam/ - m < (2) 5/8"x10' GROUND RODS J \ O 0 � O O WIREWAY M' PER NEC -250 C)� J LJ-. --1OLu O Q O 1 O N 2#12, 1#120.-112"C. 'A' Q W Q a/� o W � N 3 3R 30/1 3R PANEL T_T_O U °� O �— Ln LIFT STATION W F �1 Z O cO w 3HP, 208V, 3.0 RECEPTACLE CL/ N Q Q=@� POWER ONE -LINE DIAGRAM - 0 @ Q NOT TO SCAT F ,---- r w z O ~ z U) Lu Lu 0-- I C/0" nAI IIA All7rn I MICIM]ITILIlAInn Or nOn 00 T TDTRrvu SITE PLANw ELECTRICAL_ 16 SCALE: V = 20'-0" TRANSF SITE PLAN NOTES: 1 UTILITY PRIMARY TO PAD -MOUNT TRANSFORMER OR CONTRACTOR PROVIDED SECONDARY TO POLE -MOUNTED UTILITY TRANSFORMERS (COORDINATE WITH UTILITY COMPANY FOR EXACT ARRANGEMENT AND UTILITY POLE, ETC.). SERVICE RACK ELEVATION DETAIL NOT TO SCALE BURY POSTS IN GROUND 2'-0" A' AND ENCASE WITR CONCRETE REVISIONS: NO. I DATE I DESCRIPTION JOB NUMBER: 22446 DATE: JULY 22, 2002 CAD FILE NO: 22446-ES01 SCALE: AS NOTED DRAWN: K. SIGLE CHECKED: G. SIGLE SHEET TITLE: SITE PLAN - ELECTRICAL, POWER ONE -LINE DIAGRAM, AND SERVICE RACK DETAIL SHEET NO: SHEET . 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A-11 I RZ 3rr3}A•2.4 "C A-25 "C 1(ROOF) A-6:8 C AWP CU #8 (RQOf) 60/2 A-13,15,17 NF 3R Ch1 4, V ICL_ �'��„` ,`•R"`..,,,4h C a C C % 17 A-5 THROUGH TIMECLOCq; PHOTOCELL IF DESIRED Bi OWNER. —C vC A•23 —C —C A-21 LIGHTING FIXTURE SCHEDULE NOT TO SCALE ELECTRICAL LOAD SUMMARY DATE: O N.E.0 Lamp Data NEC Fixture Data CONNECTED DEMAND DEMAND Mark-- - - Fixture Description KVA -- ---- — SEE NOTE #1 ---- m No. Type 13.6 Manufacturer Catalog Number Mount Voltage Note A 2 F32W T8 SURFACE MOUNTED ENCLOSED AND GASKETED TYPE FIXTURE -------- BYCONTRACTOR SURFACE 120 NOTES. EXTERIOR WALL MOUNTED FIXTURE WITH CUT-OFF TYPE 2. 125% FOR LIGHTING AND LARGEST MOTOR, REMAINDER AT 100%. 0 B 1 100W MH HOUSING, COMPAC ( FLUORESCENT OR METAL HALIDE, -------- BYCONTRACTOR SURFACE 120 O C- c ) 208 x 1.73 WET LOCATION LABEL, LAMP SHALL NOT BE EXPOSED @ THEREFORE, USE 600 AMP SERVICE CONDUCTORS MINIMUM. m Y >- o 8" RECESSED DOWNLIGHT WITH ALZAK REFLECTOR, z C 1 100W A19 DAMP LOCATION LABEL FOR EXTERIOR FIXTURES -------- BYCONTRACTOR RECESSED 120 D 1 100W SURFACE MOUNTED WET LOCATION LIGHT INSIDE CAR WASH -------- BYCONTRACTOR SURFACE 120 Qw °C 7)J SURFACE/ 0 E 2 F32W T8 4' LIGHT FIXTURE ----- BYCONTRACTOR RECESSED 120 �w'n0 O LED EXIT SIGN WITH BATTERY V J 0c X # LED BACKUP, WHITE WITH RED LETTERING JUNO EXH50WH OR EQUAL SURFACE 120 v- 2.6V 4W 0 w Q I- Xl 2 5 MERGENCY LIGHT WITH BATTERY BACKUP JUNO EL24WH OR EQUAL SURFACE 120 LED, 2.6V COMBO EXIT SIGN AND EMERGENCY JUNO _ X2 #,2 5.4W, T5 LIGHTS WITH BATTERY BACKUP ECR51-WH OR EQUAL SURFACE 120 LIGHTING FIXTURE SCHEDULE NOT TO SCALE ELECTRICAL LOAD SUMMARY DATE: O N.E.0 N.EC NEC CONNECTED DEMAND DEMAND DESCRIPTION: KVA FACTOR KVA PANEL 'HA' 228.5 SEE NOTE #1 181.6 m PANEL 'B' 13.6 SEE NOTE #2 14.9 LIFT STATION 4.0 1.25 5.0 TOTAL 246.1 TOTAL - 201.5 NOTES. 1. N.E.C. ARTICLE 220-12 REQUIREMENT. 2. 125% FOR LIGHTING AND LARGEST MOTOR, REMAINDER AT 100%. 0 N.E.C. DEMAND KVA x 1000 = MINIMUM FEEDER AMPERAGE SYSTEM VOLTAGE x SQ. RT(3) [� OLo 201.5 x 1000 = 559.3 AMPS O C- c ) 208 x 1.73 _ @ THEREFORE, USE 600 AMP SERVICE CONDUCTORS MINIMUM. m A.10 D rh- 'C, A-25 C LB A I I vv CI a �I i# i b X2 C C C C C f' i C "C C C C C [. ji \ r SAI`� AREA A III C B-17,19 PANEL', U -Y F, E- e r' (71 DETAIL BAYS NOTES: DETAIL BAYS ELECTRICAL PLAN o1 CONTRACTOR SHALL VERIFY WITH OWNER IF TIMECLOCKAND/OR PHOTOCELL CONTROL 1S DESIRED FOR EXTERIOR LIGHTING. EXHAUST FAN, 1HP, 12011, 10 (VERIFY HP AND LOCATION SCALE: 1/4” = 1'-0” 2 0 ) CAR WASH NOTES: 0 PROVIDE SAFETY TYPE RECEPTACLES IN KIDS ROOM. REFER TO WIS CORPORATION/ VENDOR REFERENCE DRAWING SHEETS 2 'A-6' AND 'A-7' FOR BRANCH CIRCUIT WIRING REQUIREMENTS, CONTROL WIRING, ETC. NOT SHOWN ON THIS PLAN BUT IS INCLUDED IN THE SCOPE OF WORK. AZC iTLcTUPAL CON't)u L i N T [ApNE-F- i Nc. A.C.E., INC. ELECTRICAL ENGINEER 1 080 GREGORY DRIVE MA(TLAND, FL 32751 PH Nff: 0 O � 7 339 3060 FAX: (407) 339 - 81 2 1 E-MAIL: acelnc@mpinet.net RE 1- G GILE5G , P.. P.E.EN E I . 1 L C S NO: 486 I EBN#:8 01 9 0('()F)'R19HT ARC'HI'1 GC'I'URAL C'ONSUI.I'INc}CNOINI%I'.KIN(I, IN, AI I R1011TS RFSFRVFn. SEAL III PROJECT: Z 22446 DATE: O CAD FILE N0: 22446-EFOI SCALE: AS NOTED Ln CV K. SIDLE CHECKED: Q SHEET TITLE: CAR WASH AND DETAIL BAYS - ELECTRICAL PLANS, LIGHTING FIXTURE SCHEDULE AND LOAD SUMM. m Q 0 1 LL_ X00 0 J [� OLo O C- c ) CE)R _ @ (q m Y >- o O z wO00 O 0-/ Ocr� O QW Qw °C 7)J Z 0 LL �w'n0 O V J 0c V J U oL v- 0 w Q I- ^ v ) W w�ta-U Q —n 0 Z REVISIONS: NO. DATE DESCRY'11ON JOB NUMBER: 22446 DATE: JULY 22, 2002 CAD FILE N0: 22446-EFOI SCALE: AS NOTED DRAWN: K. SIDLE CHECKED: G. SIGLE SHEET TITLE: CAR WASH AND DETAIL BAYS - ELECTRICAL PLANS, LIGHTING FIXTURE SCHEDULE AND LOAD SUMM. SHEET NO: E301 SHEET . OF .