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Home My WebLink About3050 Mellonville Ave - BC07-001738 (84 LUMBER) (NEW CONSTRUCTION) (A)F ROJECT NAME: STREET ADDRESS: STRUCTURE DESCRIPTION: UTILITIES: BUILDING CODE: DESIGNER OF RECORDS: 84 LUMBER 84 LUMBER MELLONVILLE AVE. & CATAPULT RD. SANFORD, FLORIDA P (N/A) F (N/A) PRE-ENGINEERED METAL BUILDINGS PUBLIC WATER, PRIVATE SEWER(SEPTIC) 2004 FLORIDA BUILDING CODE AVBEL ENGINEERING VERNON E, SMITH 43 RIDGEWOOD AVE. MCDONALD, PA 15057 TEL. (724) 745-1965 CITY OF SANFORD PLAN REV W Occupancy Use Group:_ Type of Construction:' Code Edition: Total Square Feet:- 1060' PERMIT low F LUKIDA BUILDING & LIFE SAFETY CODE DAT BUSINESS: BUILDING -#1 12,000 S.F. MAIN BUILDING 2 USE GROUP: M,B,S-1 2 TYPE OF CONSTRUCTION V B STORAGE: BUILDING VARIABLES 'FBC TABLE 500 1 ALLOWED PROVIDED BUILDING HEIGHT IN FEET: 40' 18'7" BUILDING HEIGHT IN STORIES- MERCANTILE: 1 1 BLDG. 2 STORAGE BUSINESS: 2 1 1 STORAGE: 1 1 1 -BUILDING AR FLOOR AREA: MERCANTILE: 5,103 S.F. BUSINESS: 4,741 S.F -STORAGE: 2,156 S.F TOTAL: 9,000 S.F. 12,000 S.F At= 9,000 S.F. Ac =At + [AlFa L ] +/-0.18 Is= 300% + 1s] TOTAL: If= .625 W Aa=9,000 + If= 100[F/P -.25] 9.000x62.5 + C 9.000 (300) ] 6 30 100 _ 100 IRE ALARM: YES F=440 P=440 W=25 9,000 + 5,625 + 27,000 = 41,625 If= 100[440/440 -.21Z = 62.5 INCREASE IN GROSS SQUARE FEET: 32,625 OCCUPANT LOAD fFLOOR AREA PER PERSON: MERCANTILE: 5103/30 170 BUSINESS: 4741/100 48 STORAGE: 2156/300 7 EGRESS WIDTH/PER PERSON: MIN. ACTUAL MERCANTILE:.2X17OX.5=17" 72" BUSINESS: .2X48X.5=5" 36" STORAGE: .2X7X.5=.7" 36" LENGTH OF DEAD END CORRIDOR: MERCANTILE: 20' - BUSINESS: 50' 49' STORAGE: 20' - MAXIMUM DISTANCE TO AN EXIT: MERCANTILE: 250' 80' BUSINESS: 300' 113' INCLUDES FUTURE OFFICE STORAGE: 250' 90' MINIMUM NUMBER OF EXITS: MERCANTILE: 2 2 BUSINESS: 2 STORAGE: 2 FIRE PROTECTION REQUIREMENTS k PROVIDED PARTY AND FIRE WALLS; 0 0 STRUCTURAL FRAMES INCLUDING COLUMNS: 0 0 GIRDER AND TRUSSES: 0 0 EXTERIOR BEARING WALLS: 0 0 INTERIOR BEARING WALLS: 0 0 FLOOR CONSTRUCTION: 0 0 BOOP CONSTRUCTION• 0 0 1) PER FLORIDA PLUMBING CODE 403.4, PLUMBING FACILITIES FOR BUILDINGS 2, AND 3 TO BE PROVIDED IN BUILDING 1. 2) BUILDINGS 4 AND FIVE ARE OPEN STRUCTURES (NO WALLS) AND WILL NOT REQUIRE PLUMBING FACILITIES. FLORIDA PLUMBING CODE DATA SNC. LAV. BLDG. 1 OV. R P 0 MERCANTILE: 1 1 1 1 BUSINESS: 2 2 CONSTRUCTION TYPE: VB 2 2 STORAGE: 1 1 GROSS BUILDING AREA,• 12,000 S.F. 1 1 BLDG. 2 STORAGE 1 1 FLOOR LIVE LOAD: 1 1 BLDG, 3 STORAGE 1 1 BUILDING CATEGORY: 1 1 B INTERNAL PRESSURE COEFFICIENT, +/-0.18 SOIL BEARING CAPACITY: 2,500 PSF LIFE SAFETY SYSTEM TOTAL: 6 6 6 6 BUILDING DATA OCCUPANCY TYPE: M,B,S-1 CONSTRUCTION TYPE: VB NUMBER OF STORIES: 1 NUMBER OF SEATS: N/A GROSS BUILDING AREA,• 12,000 S.F. BUILDING DATA ROOF LIVE LOAD: 20 PSF FLOOR LIVE LOAD: 125 PSF WIND SPEED: 110 MPH WIND IMPORTANCE FACTOR 1.00 BUILDING CATEGORY: II WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT, +/-0.18 SOIL BEARING CAPACITY: 2,500 PSF LIFE SAFETY SYSTEM )URGENCY LIGHTING: YES EXIT SIGNS: YES PANIC HARDWARL YES -IRE SUPPRESSION: YES IRE ALARM: YES . C RETEENCASEDELECTRODE provided in the footing of this building. than 20' of'W' rebar or #4 AWG bare Shall have a minimum of 2" of concrete 005 NEC article 250.50. Inspection prior to pouring of the footing. w Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109. I Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy , knox box type exterior security ey box is required on this building. `all 407-302-2516 for information. IFPA 1 - section 18.2.2.1 Deadbolt Locks: All hardware shall be direct acting requiring no more than one operation to unlatch. FBC 1008.1.8.4 Door Hardware: Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. FBC 11-4.13.9 Sales and service counters: Provide a minimum 36 -inch portion with a maximum 36 -inch height above the finished floor. 2004 FBC 11-7.2 Separate Life Safety drawings will be required ii new q for systems Y s or alterations ' a do n s to e' sprinkler sting fire p er s stem Y s, Plans must show sprinkler head locations, pipe sizing, and hydro calculations (if needed) and product cut sheets. Approval of the Plan set is required prior to request of inspection. ti on LOCATION MAP NEW FA CILITY N. T.S.VEO. MELL ON VILLE A & CATAPULT Provide U.L Class • minimum rated fire a inguishe s a a maximum 75'-0" travel distance prior to final inspection and the issuance of the CITY OF SANFORD Certificate of Oepupancy. NFPA 10 CITY OF SANFORD PLAN REVIEW CIVIL ENGINEERING PLANS - W&D ASSOCIATES Occupancy Use Group: �"'� SHEET CO COVER SHEET Type of Construction:, _SEMIN SHEET C 1 SITE IMPROVEMENT PLAN Code Edition: 'Z004_ L_ OLE Total Square Feet: �,00ac� FLORIDA SHEET C 1. 1 SITE DETAILS SHEET C2 SITE GRADING SHEET C3 STORMWATER PLAN SHEET C4 EROSION CONTROL PLAN REVIEWED PERMITQgQ '�'110 SHEET C4.1 EROSION CONTROL DETAILSPERMIT ., PERMIT � ERMIT �� SHEET C5 SITE UTILIY PLAN Y:..__, , SHEET C5. 1 SITE UTILITY DETAILS Sanford Fire SHEET C5.2 SITE UTILITY DETAILS ev SHEET C6 SITE ILLUMINATION PLAN ' L BUILDING #2 20,000 S.F. MILLWORK BUILDING BUILDING #3 10,000 S.F. STORAGE BUILDING BUILDING'S 4 & 5 12,000 S.F. OPEN STORAGE SHEDS SHEET C7 _ ROADWAY IMPROVEMENT PLAN USE GROUP: S-1 USE GROUP: S-1 USE GROUP: S-1 SHEET Ll LANDSCAPE PLAN TYPE OF CONSTRUCTION V B TYPE OF CONSTRUCTION V B TYPE OF CONSTRUCTION V B SHEET L 1. 1 LANDSCAPE PLAN DETAILS S BUILDING VARIABLES (FBC TABLE 500 BUILDING VARIABLES (FBC TABLE 500) BUILDING VARIABLES „FBC TABLE 500 ALLOWED PROVIDED ALLOWED PROVIDED ALLOWED PROVIDED SHEET L2 IRRIGATION PLAN BUILDING HEIGHT IN FEET: 40' 247" BUILDING HEIGHT IN FEET: 40' 2417" BUILQING HEIGHT IN FEET: 40' 24'7" RAIL PLANS - 84 LUMBER COMPANY BUILDINGHEIGHT IN STORIES 1 1 BUILDING HEIGHT IN STORIES: 1 1 BUILDING HEIGHT IN STORIES: 1 1 BUILDING AREA/FLOOR AREA: 91000 S.F. 20,000 S.F. BUILDING AREA/FLOOR AREA: 9,000 S.F. 10,000 S.F. BUILDING AREA/FLOOR AREA 9,000 S.F. 12,000 S.F. SHEET C8 INDUSTRIAL SIDETRAC K PLAN Apf� lj§lrjj BUILDING PLANS 84 L UMBER COMPANY At= 9,000 S.F. Aa=At + [Al 11 0 ] + [�S] At= 9,000 S.F. Aa=At + [ At If] + [At is [at_It ] [At ls] SHEET A01 12 000 S.F. MAIN BLDG. FOUNDATION PLAN Is= 300% 100 100 100 100 At= 9,000 S.F. Aa=At + + Is= 300% _ SHEET A02 12, 000 S.F. MAIN BLDG. FLOOR PLAN If= .625_ Is= 300% 100 100 Aa=9,000 +5 1 + 9.000 300) If= .75 Aa=9,000 + + 9.000 300) 1 9.000x.75 If= 100 F P -.25 [-9.00Ox62, 100 J [ ( If= 100[F/P -.25] 30 [ 9.00000x.75 100 J If= 1 0-F P 5 .25 C / ] 30 100 _ (-- [ / ] 0 Ao=9,000 + [ 100 ] _ + [9yo100 300)] SHEET A03 12, 000 S. F. MAIN BLDG. ELEVATION PLAN F=800 P=800 W=25 9,000 + 5,625 + 27,000 = 41,625 F=400 P=400 W=30 9,000 + 6750 + 27,000 _ 42,750 F=680 P=680 W=30 9,000 + 6,750 + 27,000 = 42,750 SHEET A04 20,000 S.F. MILLWORK BLDG. FOUNDATION PLAN If= 100[800/800 -.25] 25 - 62.5 If= 100 400 400 -.25 �Q = .75 [ ]• SHEET A05 20,000 S.F. MILLWORK BLDG. FLOOR PLAN INCREASE IN GROSS SQUARE FEET 32,625 INCREASE IN GROSS SQUARE FEET: 33,750 INCREASE IN GROSS SQUARE FEET: 33,750 SHEET A06 20,000 S.F MILLWORK BLDG. ELEVATION PLAN MIN. ACTUAL MIN. ACTUAL MIN. ACTUAL ' OCCUPANT LOAD/FLOOR AREA PER PERSON: 20,000/300 100. OCCUPANT LOAD/FLOOR AREA PER PERSON: 10,000/300 33 OCCUPANT LOAD/FLOOR AREA PER PERSON: N/A N/A SHEET A07 10,000 S.F. STORAGE BLDG. FOUNDATION PLAN EGRESS WIDTH/PER PERSON: .2X67X.5= 7 EGRESS WIDTH/PER PERSON: .2X33X.5= 3 EGRESS WIDTH/PER PERSON: N/A N/A SHEET A08 10,000 S.F. STORAGE BLDG. FLOOR PLAN LENGTH OF DEAD END .CORRIDOR 20' - LENGTH OF DEAD END CORRIDOR 20' - LENGTW OF DEAD END CORRIDOR N/A N/A MAXIMUM DISTANCE TO AN EXIT: 250' 140' MAXIMUM DISTANCE TO AN EXIT,• 250' 168' MAXIMUM DISTANCE TO AN EXIT: N/A N/A SHEET A09 10,000 S.F STORAGE BLDG. ELEVATION PLAN -MINIMUM NUMBER OF EXITS: 2 2 MINIMUM NUMBER OF EXITS: 2 2 -MINIMUM NUMBER OF EXITS: N/A N/A SHEET A10 FLOOR PLAN DETAIL SHEET # 1 FIRE PROTECTION REQUIREMENTS FIRE PROTECTION REQUIREMENTS FIRE PROTECTION REQUIREMENTS SHEET A 1 1 FLOOR PLAN DETAIL SHEET 2 MIN, PROVIDED Ivy PROVIDED PARTY AND FIRE WALLS: ld1� PROVIDED 0 0 PARTY AND FIRE WALLS: 0 0 PARTY AND FIRE WALLS: N/A N/A SHEET A 12 CUBICAL COUNTER DETAIL SHEET STRUCTURAL FRAMES INCLUDING COLUMNS: 0 0 STRUCTURAL FRAMES INCLUDING COLUMNS: 0 0 STRUCTURAL FRAMES INCLUDING COLUMNS: N/A N/A SHEET A 13 STOREFRONT ENTRANCE DOOR & WINDOWS PRODUCT APPROVALS GIRDER AND TRUSSES: 0 0 GIRDER AND TRUSSES EXTERIOR BEARING WALLS: 0 0 GIRDER AND TRUSSES• N/A N/A 0 0 EXTERIOR BEARING WALLS: EXTERIOR BEARING WALLS: N INTERIOR BEARING WALLS: ANTERIOR BEARING WALLS: 0 0 /A N/A SHEET A 14 3'X7' METAL DOOR WIND PRESSURRE LOADING TEST REPORTS 0 0 INTERIOR BEARING WALLS: N/A N/A FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: 0 o SHEET A 15 METAL ROLL -UF' ODOR PRODUCT APPROVALS 0 0 FLOOR CONSTRUCTION: N/A N/A _ROOF CONSTRUCTION: ROOF CONSTRUCTION: 0 0 0 0 0 0 ROOF CONSTRUCTION: N/A N/A SHEET A 16 12,000 S.F. OPEN STORAGE SHEDS-FOUND/FLOOR/ELEVATIONS (2) BUILDING DATA BUILDING DATA BUILDING DATA SHEET A 17 DOOR DETAILS OCCUPANCY TYPE: S-1 OCCUPANCY TYPE: S-1 OCCUPANCY TYPE: S-1 SHEET A 18 DOOR DETAILS CONSTRUCTION TYPE: VB CONSTRUCTION TYPE: VB CONSTRUCTION TYPE: VB SHEET A19 WINDOW DETAILS -LIBERTY DOOR/WINDOW LETTER NUMBER OF STORIES: 1 NUMBER OF STORIES: 1 NUMBER OF STORIES: 1 OFFICE NUMBER OF SEATS: N/A NUMBER OF SEATS: N/A NUMBER OF SEATS: N/A SHEET A20 AWNING CALCULATIONS GROSS BUILDING AREA: 20,000 S.F. GROSS BUILDING AREA: 10,000 S.F. GROSS BUILDING AREA: 12,000 S.F. .SHEET A21 AWNING DETAILS BUILDING DATA BUILDING DATA OPEN SHED BUILDING DATA - ROOF LIVE LOAD: 20 PSF GOOF LIVE LOAD: 20 PSF -ROOF LIVE LOAD: 20 PSF ELECTRICAL PLANS LARSON BINKLEY FLOOR LIVE LOAD: 125 PSF FLOOR LIVE LOAD: 125 PSF FLOOR LIVE LOAD: N/A SHEET El 12,000 MAIN BLDG. LIGHTING PLAN WIND SPEED: 110 MPH _WIND SPEED: 110 MPH. WIND. SPEED: 1.00 �(/" WIND IMPORTANCE FACTOR 1 1 10 MPH -WIND IMPORTANCE FACTOR SHEET E2 12,000 MAIN BLDG. POWER PLAN AVBEL ENGINEERING BUILDING CATEGORY: II %' _ j, ,00 WIND IMPORTANCE FACTOR 1 I �yLBUILDING CATEGORY: BUILDING CATEGORY: SHEET E3 20,000 LIGHTING AND POWER PLAN Vernon E. Smith B _WIND EXPOSURE: B B WIND EXPOSURE: B WIND EXPOSURE: B - HEET E4 10,000 LIGHTING AND POWER PLAN Engineer INTERNAL PRESSURE COEFFICIENT: +/-0.18 �'�. INTERNAL PRESSURE COEFFICIENT: +/-0.18 INTERNAL PRESSURE COEFFICIENT: +/-0.18 CITY OF SANFORD PLAN R VIEW 43 RIDCEwooO AVENUE SOIL BEARING CAPACITY: 2,500 PSF SOIL BEARING CAPACITY: 2,500 PSF SOIL BEARING CAPACITY: 2,500 PSF Occupancy Use Group: abSHEET E5 RISER DIAGRAMS AND NOTES MCDONALD, PA 15057 X. Type of Construction: TEL (724) 745-1965 �A1 SHEET E6 SITE PLANS FAX. (724) 745-1034 •V Code Edition: C., LIFE SAFETY SYSTEM LIFE SAFETY SY TE LIFE SAFETY SYSTEM Total Square Feet: 1 Z,ygx SHEET M 1 12, 000 MECHANICAL PLAN "�' EMERGENCY LIGHTING: YES EMERGENCY LIGHTING: YES CITY OF SANFORD PLAN REVIEW EMERGENCY LIGHTING: N/A SHEET M2 12,000 MECHANICAL DETAILS Y OF SANFORD EXIT SIGNS: YES EXIT SIGNS: YES Occupancy Use Group: _` EXIT SIGNS: N/A SHEET P1 PLUMBING PLAN PANIC HARDWARE: YES PANIC HARDWARE: YES Type of Constructiowto 000 PANIC HARDWARE: N/A SHEET P2 PLUMBING RISERS AND SCHEDULES FIRE: SUPPRESSION: YES. FIR�Ss�pp�,S,� YES , Code Edition: FIRE SUPPRESSION: YES $l -IFFY PJ PLUMBING DETAILS FIRE ALARM: YES FIRE ALARM: YES Total Square Feet: FIRE ALARM: N/A PRE-ENGINEEREDEMETAL BUILDING PLANS - SEE PLANS BY LIBERTY BUILDING SYSTEMS , x./ , �I✓ c� �w �'j , MAR 2'9 20 ........ ........... ....... ... SHEET NUMBER PIN 06-20-31-300-0010-0000 ACCORDING TO THE SEMINOLE COUNTY, FLORIDA, DRAWING I.D. NUMBER PROPERTY APPRAISER'S WEBSITE 01 N cl,l o ITE DETAIL DETAIL TITLE 111.i!!!I� NONNI SCALE: 1/4" T-0" __TM 0 CS COVER SHEET AND INDEX am DRAWING SCALE w E, ALTA SURVEY (BOWYER-SINGLETON &ASSOCIATES) artners TOPO SURVEY (SCOTT'S SURVEYING SERVICES) DETAIL REFERENCE ....... C1.1-05 0 C1 SITE IMPROVEMENT PLAN DETAIL I.D. NUMBER C1.1 SITE DETAILS SHEET WHERE SECTION IS LOCATED 7007 Discovery Blvd. * El C2 SITE GRADING PLAN Dublin, OH 43017 El C3 STORM WATER PLAN KEYED NOTE DESIGNATION 614.634.7000 T El C4 EROSION CONTROL PLAN KEYED NOTES . . . . . . ON APPLICABLE SHEET ME El C4.1 EROSION CONTROL DETAILS 614.634.7777 F El C5 SITE UTILITY PLAN V 84 LUMBER REVISIONS ADDENDUM NUMBER wdpartners.com El C5.1 SITE UTILITY DETAILS E3 C5.2 SITE UTILITY DETAILS '—REVISED AREA CLOUDED 1019 ROUTE 519, BUILDING 5 ................... . El C5.3 SITE UTILITY DETAILS ............. El C6 SITE ILLUMINATION PLAN EXISTING SEWER STRUCTURE ..... EIGHTY FOUR, PENNSYLVANIA C7 ROADWAY IMPROVEMENT PLAN 0 Ll LANDSCAPE PLAN desggn A opmaUens 15330m2813 ED L1.1 LANDSCAPE DETAILS Wan0ag PROPOSED SEWER STRUCTURE ... *E3 L2 IRRIGATION PLAN 724.228.3636 T naflanW PROPOSED SEWER PIPE RUN ..... 866-441.2660 F PROPOSED PIPE CROSSING ....... ZONING: TY atlanta boston chicago columbus dallas los angeles miami sacramento PROPERTY OWNER/LESSOR: SANFORD AIRPORT AUTHORI PROPERTY LESSEE: 84 LUMBER NINE,, PROPOSED USE: COMMERCIAL MeM 1"M �'N. 1..*,`,' :" MM jm= . . . ..... R _,w mom PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) EXISTING ZONING: RI -1 (RESTRICTED INDUSTRIAL) DEVELOPER: ZONING: SURVEYOR: GEOTECHNICAL: ADJACENT ZONING EAST: RI -1 (RESTRICTED INDUSTRIAL) SANFORD AIRPORT AUTHORITY CITY OF SANFORD SCOTT'S SURVEYING SERVICES, INC.: TERRACON: ADJACENT ZONING WEST: RI -1 (RESTRICTED INDUSTRIAL) 1200 RED CLEVELAND BOULEVARD 300 N. PARK AVEN U E 8 S. HIGHWAY 17-92, SUITE 8-A 503 WEST CENTRAL BOULEVARD ADJACENT ZONING NORTH: RI -1 (RESTRICTED INDUSTRIAL) SANFORD, FLORIDA 32773 SANFORD, FLORIDA 32771 DEBARY, FLORIDA ORLANDO, FLORIDA 32801 ADJACENT ZONING SOUTH: RI -1 (RESTRICTED INDUSTRIAL) DIANE CREWS LEO CRUZ 386.668.7332 BRENDAN O'BRIEN SITE LAYOUT DATA: 407.585.4010 407.302.9406 407.843.1311 MINIMUM DRIVE AISLE WIDTH: 24' STANDARD PARKING STALL: 1 O'x 20' PARKING SETBACK/ BUFFER: 25'FRONT (FROM LEASE LINE) 2G SIDE (FROM LEASE LINE) ELECTRIC: TELEPHONE: FIRE: RAIL: 16 REAR (FROM LEASE LINE) BUILDING SETBACK: 25'FRONT (FROM LEASE LINE) FLORIDA POWER & LIGHT: SANFORD AIRPORT AUTHORITY: CITY OF SANFORD FIRE DEPARTMENT: CSX 20 SIDE (FROM LEASE LINE) 2666 WEST STATE ROAD 46 1200 RED CLEVELAND BOULEVARD 300 N. PARK AVENUE 5656 ADAMO DRIVE SANFORD, FLORIDA SANFORD, FLORIDA 32773 SANFORD, FLORIDA 32771 TAMPE, FLORIDA 33619 1S REAR (FROM LEASE LINE) ALLEN HOWARD TOMMY GENTRY GERARD RANSOM EDDIE POLLOCK LOADING ZONE REQUIRED: 12'X 60' 407.328.1909 407,416.1099 407.302.2517 813.664.6323 PARKING DATA: Call before you dig g, REQUIRED: It's not just another catchy slogan. It's the law. RETAIL (3) THREE PARKING SPACES PER 1,000 S.F. OF GROSS FLOOR AREA FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY INDUSTRIAL = (1) ONE PARKING SPACE PER 1,000 S.F. OF GROSS FLOOR AREA OWNERS OF UNDERGROUND FACILITIES NO LESS 3,100 S.F. OF PROPOSED RETAIL AREA REQUIRES 4 PARKING SPACES WATER: STORM WATER: SANITARY SEWER: IRRIGATION WELL:' THAN TWO (2) DAYS PRIOR TO EXCAVATION 35,400 S.F. OF STORAGE AREA REQUIRES 36 PARKING SPACES CITY OF SANFORD: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT: CITY OF SANFORD: DICK JOYCE WELL DRILLING: TOTAL PROPOSED PARKING SPACES REQUIRED ON-SITE 40 SPACES 300 N. PARK AVENUE 975 KELLER ROAD 300 N. PARK AVENUE 2709 COUNTRY CLUB ROAD A Sunshine State One Call . . . . . . . . . . . . . SANFORD, FLORIDA 32771 ALTAMONTE SPRINGS, FLORIDA 32714 SANFORD, FLORIDA 32771 SANFORD, FLORIDA 32771 1 . . . . ...... PROVIDED: www.callsunshine.com RICHARD BLAKE LEO VALENCIA RICHARD BLAKE DICK JOYCE 37 PARKING SPACES + 3 ACCESSIBLE PARKING SPACES PER ADAAG 40 PARKING 1-800-432-4770 407.330.5609 407.659.4830 407.330.5609 407,330.5609 SPACES TOTAL ON-SITE LANDSCAPE DATA: PERVIOUS AREA EXISTING GREEN: 461,935 SQUARE FEET 185,528 SQUARE FEET PROPOSED GREEN: IMPERVIOUS AREA A. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND LOCAL REQUIREMENTS. CONTRACTORS MUST COMPLY WITH M. ALL SITE WORK AND PAVING SHALL BE IN ACCORDANCE WITH OR SURPASS RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. EXISTING: 29,417 SQUARE FEET CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. ALL REQUIRED CITY / COUNTY / STATE PERMITS IF THE GEOTECHNICAL REPORT CONFLICTS WITH DRAWINGS AND SPECIFICATIONS, THE MORE PROHIBITIVE OF THE TWO SHALL REQUIRED: MAXIMUM 70 % (343,946 SF) SHALL BE ACQUIRED AND PAID FOR BY 84 LUMBER, ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE GENERAL TAKE PRECEDENCE AND BE CONSIDERED THE INTENT OF THE BID DOCUMENTS. THE OWNER AND/OR ENGINEER ACCEPT NO CONTRACTOR. RESPONSIBILITY FOR THE ACCURACY OF THE SOILS REPORT RECOMMENDATIONS REGARDING GRADING, TRENCHING, ETC. -- PROPOSED: 305,824 SQUARE FEET (62.2%) CONTACT THE ENGINEER FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS LANDSCAPE REQUIREMENTS: B. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS, AND SPECIFICATIONS ARE NOT INTENDED. BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE SEE LANDSCAPE PLAN 46 CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE ENGINEER PRIOR TO COMMENCING WORK. N. THE ACCESSIBLE ROUTE IDENTIFIED ON THE PLAN SHALL BE IN COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. BUILDING DATA: IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE FINAL ACCESSIBLE ROUTE IS CONSISTENT C. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL WITH THE DESIGN SHOWN AND CONSTRUCTED IN SUCH A WAY AS TO MEET ALL APPLICABLE REQUIREMENTS. CODE REFERENCES 12,000 S.F. MAIN BUILDING REFLECT SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD LISTED IN THE PLANS IDENTIFY THE APPLICABLE SECTION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN IN APPENDIX A OF THE CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. TITLE Ill REGULATIONS (28 CFR PART 36, REVISED JULY 1, 1994) ISSUED BY THE DEPARTMENT OF JUSTICE, BUILDING HEIGHT: 22'-3" MAXIMUM W x NUMBER OF STORIES: ONE > x, ICATIONS FOR IDENTIFICATION OF ALL OWNER 0. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURERS APPROVED SHOP DRAWINGS DATA SHEETS IN D. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIF SUPPLIEDITEMS. ALL ITEMS NOT MARKED AS'OWNER SUPPLIEDARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS 20,000 S.F. STORAGE BUILDING C0 ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND LOCAL REGULATIONS. CO NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 'T BUILDING HEIGHT: 24'-3" MAXIMUM > .111.1"'1111 z 0 P . PER GEOTECHNICAL AND ENVIRONMENTAL SITE ASSESSMENT REPORTS BY TERRACON AND REMEDIAL ACTION/SOURCE REMOVAL NUMBER OF STORIES: ONE n W E. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WHILE WORKING IN THE PUBLIC RIGHT OF WAY OR ADJOINING PROPERTIES. REPORT BY MACTEC, THE AREA ADJACENT TO THE WESTERN PROPERTY LINE OF THE SITE AND LOCATED WITHIN THE CSX R.O.W. ALL SIGNAGE AND TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA MUTCD. CONTAINS CONTAMINATED SOILS. PRIOR TO ANY WORK, CONTRACTOR TO COORDINATE WITH 84 LUMBER AND CSX'S 0 10,000 S.F. STORAGE BUILDING m ENVIRONMENTAL REPRESENTITIVES. ALL REMOVAL AND EARTHWORK OF CONTAMINATED SOILS ON AND OFF SITE SHALL BE IN BUILDING HEIGHT: 24-3" MAXIMUM 0 F. TRUCKING ON OR ABOUT THE SITE WILL BE PERMITTED ONLY WITHIN REASONABLE LIMITS AND THE CONTRACTOR SHALL NOT ACCORDANCE WITH ALL CITY/COUNTY/STATE SPECIFICATIONS. Fri z NUMBER OF STORIES: ONE co, X/ RD. < UNREASONABLY ENCUMBER THE PREMISES WITH EQUIPMENT AND MATERIALS. THE STORAGE SHALL BE CONFINED TO SUCH CAT LIMITS AS MAY BE JOINTLY AGREED UPON BY OWNER AND CONTRACTOR. 0. CONTRACTOR TO COORDINATE WITH MACTEC'S REPRESENTITIVE ON REMEDIAL CLEARING IN CSX R.O.W. 12,000 S.F. STORAGE SHED (2) m BUILDING HEIGHT: 17-8" MAXIMUM >< Fn G. THE CONTRACTOR SHALL FURTHER ENFORCE THE OWNER'S INSTRUCTIONS REGARDING TEMPORARY PARKING, USE OF ROADS, NUMBER OF STORIES: ONE E. AIRPORT BLVD, /Z AND FIRE PREVENTION. H. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES, TREES, FENCES, SLABS, DRIVEWAYS, AND SIDEWALKS, EXCEPT THOSE SPECIFICALLY NOTED TO REMAIN. VERIFY ON-SITE THE EXTENT OF DEMOLITION WORK WHICH MAY OR MAY NOT BE SHOWN ON PLANS. 17,=- 7 I . WHERE IT IS NECESSARY TO CUT PUBLIC CURBS, THEY SHALL BE RECONSTRUCTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION, RECONSTRUCT PUBLIC CURBS AFTER DEMOLITION OF EXISTING APPROACHES. BENCHMARK: STORE NUMBER BM #1 SEMINOLE COUNTY BENCHMARK #1710401 ("OFFSITE) J. GENERAL CONTRACTOR SHALL PROVIDE GROUND POISONING FOR TERMITES AND OTHER INSECTS PRIOR TO FINAL CONCRETE El PLANNING SUBMITTAL 11.30-06 N APR 0 4 ZOO/ ELEVATION ......................................... ........ 56.987 FLOOR INSTALLATION. GENERAL CONTRACTOR SHALL SUBMIT TO OWNER WRITTEN GUARANTEE FROM REPUTABLE EXTERMINATING COMPANY. PLANNING RESUBMITTAL 01.19.07 417 WID PROJECT NUMBE R E. LAKE MARY BLVD. K. UTILITIES SHOWN ARE TAKEN FROM THE SURVEY AND RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT NECESSARILY SJRWMD RESUBMITTAL 03.12.07 EFLDVO003 REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR ON THE SITE SHOWN ON PLAN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT THEM FROM DAMAGE. M PLANNING RESUBMITTAL 03.29.07 THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY (I PA 1�k ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY (FIRM) PANEL OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. MAP No. 12117CO045 E, SEMINOLE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE APRIL 17,1995, THE PROPERTY DESCRIBED HEREON LIES WITHIN ZONE L. CONTRACTOR TO ADJUST AND/OR RECONSTRUCT TO GRADE ALL MANHOLES, CLEANOUTS, AND GREASE TRAPS TO MEET "X` AND DOES NOT LIE WITHIN A 100 YEAR FLOOD HAZARD AREA. PROPOSED GRADES. SEE THE GRADING PLAN FOR PROPOSED GRADING INFORMATION. ................ ^ 8 LSF�A •° WOOD WOOD POC ylpOpUTILITY PALE UTIUTY 1 �j "�'`�` g { �" �{q E ° q 64l -lin i/ �' rr s POLUTUE GATE F CATAPULT 8 APDL i ROAD 1 ��g t j0j.,IJ 1 .1c :, ,..:. - '�,, �°' �w ni --- ,::: .,,....__ .�,. -�-'---•--,- ............... . ... . - ----------- .....Fkt.F.4. � d3`k `1�•--Fii� Hl'Dr'2AE�lT :. bi f:ai %\I SfiaS Ss59 SME __ - x - S> 'S "dV ""ll - -Ft i{A*rLE to � t' .j .i,. I:�; i ' r ; ; ; x56:72 x x6'37- x .-- a 5fi..- .. e.._... --.. .. tl .; } N ; - r wq F 001* , ss.a4 5b �., nA ! EI 56.9 ' �` �, `t, =�a� 9�;a� i 4 � ''� ---FLA x 54'V7 ° r ! I�fi)<3'19'rOV' ✓ S3GNS (a) f r % 5. SEWR MANHOLE "Sfb'33{5�7jq ,f ~ ,(� �F -. 57,33 '[5.150- TOP = 5Fi.i1 x 55.x7 f+J % X% , x 57:1 •� I M1 7:47 _! f €i e�049' 8,i' d, r 421.18' 7 O POTS A",;56.0 , / F4'onk h m v Q vz - �' /F f :.vs. - t 56.53 5761 ' v /:. / i' ✓•_ti'_j f •4 ' •55.90 -57.31BH T 3' CONC SIDEWALK I x55:90 % 7 i• p r-•(' ! t1TILITY M T 5-16.03 // !f SH -3 ( POLE BH- 4 ; �cch q _J q ! r' • 55.G?. I -56,12 j sx*.sait7t - j i r c"; '\..__ ta�cgr :ate atrtuares 1 "'.�Va (m F' ( �Ii h -F J:: RB5 AREA ' Y .'"I ;. % ^ 56.4.Cy ?I. -57-37 �F[fE 5:•F93AQiR 17e'[£H 1 \ ( I ,ITELITY- i 455:53 .i - 2 �. i.,` - .- <. 57,32 ..:. :x5&. S t f: `POLL D€2IbE SEW -R, MANHOLE 56:48 , - 5 i.za 7a5 x I i m, TOP = "57.7.2 --_FF `� - 2A �. ``{ i 7F'��k 56 ,20 - ^ 56.88 j. ( •! - j' 5 ri^i°y-�•- �s�es _ fjx56.09 ^•5y92 , f r ,�'; 7; i• ( E en ~ } kr � {. ': i'i t i::r�&F� 13 � /X 55,21 / '� � � � f 1 € • i t' S,3.7A. to J , 55.43 i�-„5:9; 55.98 � LIT � `. t .. 'Q ; .2 r ! ` x 56.73 f ! O r' If SEWER MAINHOLE g TOP = 57.85 \ \ r� j x 7 *`352 5504 4566E IIfV_ N $” EP -53.35 ♦ } INV. W. 4" IP=54,€+6 t 1 I5• - \\\ % �, ,� 55.76 ` s, INV. SW. 8^ IP=53.32 ! k ( � ; FLA DOT ># -SIGN 5663 s 4 r , ~ t 4.83 9 \ ori 3` t OMC } 55.x6 d t 3 4 {, 56 26 ` x i SIDEWALK 1 1� Aft �E ~ t�.e r 5x56 i �x _ '`. StYaak -56;75 ,� ;: y� t; ` UTILITY l''- t 24•on& ! •.g;,12" \ 10 �. x5Sfi5 t <57. 3 CtNdC FLA. A. D.G.T. �t G11 FLA DOT SIGN 5553��.i_' TOP M6 ssOLE INV, N. &` CLAY 53:55 TRA4K °;:ml(;is C.)�,IR ^55.55 °35tT5 E ( 5 LNi. E. $" CLAY 53.55 t x56.10 f ♦ I INVERT 12' ' c_. —SS'--_ ••__— x54r5i3 _-_-'-, ----- "cj_r-t• �4` "� \ - , f 'F8 _ ,S j x 56.7`. Y} ��}fir 1 • 55Ab} 55, 7+s SRO'. sLLJ SIGN •*c ' ®r/ d yf t ;74, \ 'T Rity age s� s� ,g FLA: OA.T. tV ewe a3,�r`� •--N 51.50' wv V t 1 \ `. •56.79 ;n r N t 5548 3 7>4 » '$ SE%fER Mi kNHOLE S8,941 TOP 57.35 �- t �M1 j t s7.� - tS,•` � ` L, � $57:01 { E - .51-66 �c = 55.ifi 4..+ x �3A I t t i i -56.71 i 1 t t q, , ��, t s MAILSOX a L p7.64 .55.77 � 4E HYDRANT' � I # a ` �" �,• & JAYLE , 55.79 (SEE NOTE #3 ) A93��ss � ss:ab FLA. D.O.T. -55S6 - SIGN ; PORTION THE SE 1/4 OF THE SW 1 /4 OF 50, X.- GRAPMC SCALEF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 CAST t �TELEPHONE � --ARK A'dR 6D #) 60 920 240 . _ - VOOU F- O T �iCa3 E 62 E la P ---- FiiL,Ci3t3ARi7 ---- } � ,- a..� - \.-,.� �� v�� #� WOOD �s 7: END 6' CHAIN:: CONE.STOP('- ( IN �'��"E � ELECTRIC CTRIC '� � �ji[t� � �� LINK F-1rc� unl�rr POLE Y - SQ �POLE 15'<'9'h`9 �' MERIsltr 5'X5' TELE PAD -k o. -i_ jii1 _ FLA E3.O.T_ PAILROA{'7 �59:03•i Sfib0 G!0 56:81 J'. 5'X5' TILE PAD ' ' ` ! x 45 $EON -8- - - 0 nIJ 313 - --- -- - -- -c t.t r 4 LFT'' _, - -- I1. L �_ .SII ,.[S _. ,s::=�y'`�'.':-.-.1:{ --•>-r�3)ff" -3--,-''_�„ - mo 4°, T,-,: j / t .Q s7 39 slag s� &�, f 1 11P5_ mss"'' YS' s �.,� LEGEND x:55:12 - *-f cQ' cs� ASPMAL.T-'1561° A5'E3ALT i i _ x' 7 PAD —5fi r Q4 f?- - -- n - s�si IA T1 . . , _ ....!%• 56:74- - - -. RAELROAiJ ' 3� E F: 'CFS '.A:JLAhE t',I 56:75 °S7,Q� 57;27 87:52 57:5 w — __ --- — CRO55' Cif314RD _ G —= •• ^`--:, — _ ai„ _ .S3.ez Ss;97 E No .. i'�t3}t74.1lI: Ki :: }'KS3I �...:� ud{t)F't { F Y TOPOGRAPHICAL SURVEY FOR po PC <= PAGE:. L1 DE,LTA-' SECTION, 6, TOWNSHlp 20 SOUTH, RANGE 31 Eft ST SEMINOLE COUNTY,, Y, FLORIDA LEGAL DESCRIPTION: i {� �/ h �} SUR VE OR �S l ri tom` TES ! f -N 6, TOWNSHIP 20 SOUTH, RANGE 31 A PARCEL OF LAND LI]CATCD IN SECTILJ EAST,. "sEMiN1..1 E COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED ?.) SURVEYOPR HAS NOT ABSMACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS -OF -WRY, AS -,FOLLOWS €E k T 1EtA #FZ t3 : '.€_ - POINr OF INTERSECTION OR ANY OTHER `r A ATTI R OF RECORD WHICH MIGHT AFFECT THE TITLE OP USE O " SAID LANDS. COMMENCE AT THE: 1'a,�RTH i!4 CORNER i7g SECTION! 6, TOWNSHIP 20 SOUTH, ; l 2. ) NO UNOERGRSUN€, INSTALLATIONS OR VIS18LE IMPROVEMENTS LOCATED OTHER THAN SHOWN_ RANGE: 3I EAST, SF KNELE COUNTY, FLORIDA HENCE RUN St1€3°18'IJ°E, I INFO> :## F£)T? €AOON €' T �:<:#?fJ##�T OF Ti�idGE€�CY ALi Nti . rrPE I i#7RT}� "S#7i1TH CENTER SECTION I1 i#I SAID SECT €%€3€+I 5, A 3. } Af 11+3GS ARE BAS1rB..t3N T}3E OEAiTERLI SFE T}l A#RPC3R'T € OULEVARD ASSUAGED DIS.TANCE OF 4623,76 FEET; THENCE DEPAR' ING, RUN S89°41 ` ,W W, A AS BEING N.3q753'57 E.. DISTANCE. OF 15000 FEET FOR A. POINT OF BEGINNINGI THENCE RUN A, THE PROPERTY DES €RIP . N WAS';PREPARED 6Y THE SURVEYOR FOR THE CLIENT, SCib"TWIG'E, PARALLEL WITH AND 15£.00 FEET WEST OF SA :zD tit3RTFi- SQ)TH CENTER SECTION L.I#�#I~ A DISTANCE Cil IjP9.9C3 FEET THENCE A A#ETES AND 9OUN 5 -WAS YdR1TI'EN AROUND T1 -1E FENCED AREA, NO SECTIONAL TIES AT THIS TIME, DEPARTING SAID PARALLEL LENS, RUN S89°48 ?7'W. PARALLEL WITH ANIS , 5-• ELEVATIONS ARE TRUE BASED .ON SEMINOL E COUNTY BENCHMARK #1710401; 397.24 FEET NORTH 7F THE SOUTH LINE 7F THE S E;T;3L�'EST U4 i7f SAID ;w(EV.: 5 MSL AS F Ti LISHEQ• SECTION 6, A DISTANCE OF 7(1861 I T t �' TO THE FASTER Y RIGHT C1F"-OF .987, C#F CSX RAILROAD, AS DE IC TED �>� IN;, RIf1}iT-LW-�idAY T#.��GK I�IAP OF ATI AI iIC COAST LINE RAILROAD, LAKE t:€-1ARM BRANCH, DA1, JUNE 30, 3917; THENCE RUN N22°32 14'W: ALONG SAID EASTERLY RIGHT -OF --WAY, A DISTANCL OF 51350 rE:ET, THENCE DEF'APTING SAID EASTERLY RIGHT TF WAY, RUNC' N14°59`3 °W: A D1STA-N 0 ''91,, 4 FEET; THENCE R! N €NV iNtfRT7 T# i,P,1RE3 N16 :9 22'E, A DISTANCE OF 262.17 FEET1 THENCE; RUN N42°30'3�`E, A DISTANCE OF' 275,39 FEET; THENCE RUN S35 26'46`E> A D.T.STr�NCE F i €#?E1TIFPGA€T) #3flTT0#vi> OF CURB 211102 FEET 1T3 A POINT LYING 25.00 SOUTH €1F I'H E PHYSICAL i ` s7 SAID CENTERLINE .IAF CATAPULT ROADI THENCE RUN N89'49'001 -,ALONG SA1 SCII#TH LINA":; A DISTANCE OF -421,18 FEET TO THE POTN` OF 8[-_ mNN1NCt. t? CONTAINING 1-1,28£3 ACRES, MORE OR LESS. ^ 8 LSF�A •° WOOD WOOD POC ylpOpUTILITY PALE UTIUTY 1 �j "�'`�` g { �" �{q E ° q 64l -lin i/ �' rr s POLUTUE GATE F CATAPULT 8 APDL i ROAD 1 ��g t j0j.,IJ 1 .1c :, ,..:. - '�,, �°' �w ni --- ,::: .,,....__ .�,. -�-'---•--,- ............... . ... . - ----------- .....Fkt.F.4. � d3`k `1�•--Fii� Hl'Dr'2AE�lT :. bi f:ai %\I SfiaS Ss59 SME __ - x - S> 'S "dV ""ll - -Ft i{A*rLE to � t' .j .i,. I:�; i ' r ; ; ; x56:72 x x6'37- x .-- a 5fi..- .. e.._... --.. .. tl .; } N ; - r wq F 001* , ss.a4 5b �., nA ! EI 56.9 ' �` �, `t, =�a� 9�;a� i 4 � ''� ---FLA x 54'V7 ° r ! I�fi)<3'19'rOV' ✓ S3GNS (a) f r % 5. SEWR MANHOLE "Sfb'33{5�7jq ,f ~ ,(� �F -. 57,33 '[5.150- TOP = 5Fi.i1 x 55.x7 f+J % X% , x 57:1 •� I M1 7:47 _! f €i e�049' 8,i' d, r 421.18' 7 O POTS A",;56.0 , / F4'onk h m v Q vz - �' /F f :.vs. - t 56.53 5761 ' v /:. / i' ✓•_ti'_j f •4 ' •55.90 -57.31BH T 3' CONC SIDEWALK I x55:90 % 7 i• p r-•(' ! t1TILITY M T 5-16.03 // !f SH -3 ( POLE BH- 4 ; �cch q _J q ! r' • 55.G?. I -56,12 j sx*.sait7t - j i r c"; '\..__ ta�cgr :ate atrtuares 1 "'.�Va (m F' ( �Ii h -F J:: RB5 AREA ' Y .'"I ;. % ^ 56.4.Cy ?I. -57-37 �F[fE 5:•F93AQiR 17e'[£H 1 \ ( I ,ITELITY- i 455:53 .i - 2 �. i.,` - .- <. 57,32 ..:. :x5&. S t f: `POLL D€2IbE SEW -R, MANHOLE 56:48 , - 5 i.za 7a5 x I i m, TOP = "57.7.2 --_FF `� - 2A �. ``{ i 7F'��k 56 ,20 - ^ 56.88 j. ( •! - j' 5 ri^i°y-�•- �s�es _ fjx56.09 ^•5y92 , f r ,�'; 7; i• ( E en ~ } kr � {. ': i'i t i::r�&F� 13 � /X 55,21 / '� � � � f 1 € • i t' S,3.7A. to J , 55.43 i�-„5:9; 55.98 � LIT � `. t .. 'Q ; .2 r ! ` x 56.73 f ! O r' If SEWER MAINHOLE g TOP = 57.85 \ \ r� j x 7 *`352 5504 4566E IIfV_ N $” EP -53.35 ♦ } INV. W. 4" IP=54,€+6 t 1 I5• - \\\ % �, ,� 55.76 ` s, INV. SW. 8^ IP=53.32 ! k ( � ; FLA DOT ># -SIGN 5663 s 4 r , ~ t 4.83 9 \ ori 3` t OMC } 55.x6 d t 3 4 {, 56 26 ` x i SIDEWALK 1 1� Aft �E ~ t�.e r 5x56 i �x _ '`. StYaak -56;75 ,� ;: y� t; ` UTILITY l''- t 24•on& ! •.g;,12" \ 10 �. x5Sfi5 t <57. 3 CtNdC FLA. A. D.G.T. �t G11 FLA DOT SIGN 5553��.i_' TOP M6 ssOLE INV, N. &` CLAY 53:55 TRA4K °;:ml(;is C.)�,IR ^55.55 °35tT5 E ( 5 LNi. E. $" CLAY 53.55 t x56.10 f ♦ I INVERT 12' ' c_. —SS'--_ ••__— x54r5i3 _-_-'-, ----- "cj_r-t• �4` "� \ - , f 'F8 _ ,S j x 56.7`. Y} ��}fir 1 • 55Ab} 55, 7+s SRO'. sLLJ SIGN •*c ' ®r/ d yf t ;74, \ 'T Rity age s� s� ,g FLA: OA.T. tV ewe a3,�r`� •--N 51.50' wv V t 1 \ `. •56.79 ;n r N t 5548 3 7>4 » '$ SE%fER Mi kNHOLE S8,941 TOP 57.35 �- t �M1 j t s7.� - tS,•` � ` L, � $57:01 { E - .51-66 �c = 55.ifi 4..+ x �3A I t t i i -56.71 i 1 t t q, , ��, t s MAILSOX a L p7.64 .55.77 � 4E HYDRANT' � I # a ` �" �,• & JAYLE , 55.79 (SEE NOTE #3 ) A93��ss � ss:ab FLA. D.O.T. -55S6 - SIGN ; PORTION THE SE 1/4 OF THE SW 1 /4 OF 50, X.- GRAPMC SCALEF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 CAST t �TELEPHONE � --ARK A'dR 6D #) 60 920 240 . _ - VOOU F- O T �iCa3 E 62 E la P ---- FiiL,Ci3t3ARi7 ---- } � ,- a..� - \.-,.� �� v�� #� WOOD �s 7: END 6' CHAIN:: CONE.STOP('- ( IN �'��"E � ELECTRIC CTRIC '� � �ji[t� � �� LINK F-1rc� unl�rr POLE Y - SQ �POLE 15'<'9'h`9 �' MERIsltr 5'X5' TELE PAD -k o. -i_ jii1 _ FLA E3.O.T_ PAILROA{'7 �59:03•i Sfib0 G!0 56:81 J'. 5'X5' TILE PAD ' ' ` ! x 45 $EON -8- - - 0 nIJ 313 - --- -- - -- -c t.t r 4 LFT'' _, - -- I1. L �_ .SII ,.[S _. ,s::=�y'`�'.':-.-.1:{ --•>-r�3)ff" -3--,-''_�„ - mo 4°, T,-,: j / t .Q s7 39 slag s� &�, f 1 11P5_ mss"'' YS' s �.,� LEGEND x:55:12 - *-f cQ' cs� ASPMAL.T-'1561° A5'E3ALT i i _ x' 7 PAD —5fi r Q4 f?- - -- n - s�si IA T1 . . , _ ....!%• 56:74- - - -. RAELROAiJ ' 3� E F: 'CFS '.A:JLAhE t',I 56:75 °S7,Q� 57;27 87:52 57:5 w — __ --- — CRO55' Cif314RD _ G —= •• ^`--:, — _ ai„ _ .S3.ez Ss;97 E No .. i'�t3}t74.1lI: Ki :: }'KS3I �...:� ud{t)F't { F Y PC <= PAGE:. L1 DE,LTA-' PP PAGES L- APG LENGTH ^.. RE ERENC£ P>C = POINT ::i7F CU VATt1RE €E k T 1EtA #FZ t3 : '.€_ - POINr OF INTERSECTION INFO> :## F£)T? €AOON €' T �:<:#?fJ##�T OF Ti�idGE€�CY _ tr T#t3T rQ _SCALEPAN TANGENT CSL CENTER #_1:NE C_ L }tORD 'L EVA f3 C HORC3:': BElARINC CONS, CC31CTE - R: W RfQHT O WAY €NV iNtfRT7 T# i,P,1RE3 €#?E1TIFPGA€T) #3flTT0#vi> OF CURB N #%R ACTUAL T TOI S#R PL A r A I SCR€PTitN MSL I �d SES 1_ YE1 C C4?P�1P# ITED U T t #17EF! t13I €€� T L.EPHONE CALL SAi,>SULA.TE€3 Yd L I##�fL7EtGt3PlI~##3 i1ATER L1NF CGR CERTIFIED CORNER" R L ; LINI3ERR=?LIIIII #ECLAi€+ifED PECORQU#.8E# d#13 M EN . AIIA,R WATER"t-IN :D:P REiNF; C U 0V- E -RHI Ai? iT#LT7Y LINES CC€iE P'#PE CIL# P. = Cfl€REf�A C1 META# PEF?E (da.p T .132' T�AEN=T ,t)F-T.9,M_ = TEMP ARY (VENC€ #ARIA R€SPORTATI0N. LB # = LICENSE BUSINESS NUMB# R 12A 'F€A1}IAL (.N,R.) = NON RADIAL TRIS: IS TCI` C:ER11 THAT THIS: SURLY, A ;S# PC34AdN;> f IEC)P#x #!QTS i F#E MPNII€IJM TEGI 1 STA#+iiARIJS AS SETF�3# TP1: S T1 #L)A Ef3A CSE f OPAi SU}b�EYORS E3h1 1STRAT#1r Cfl€E -ANP... PvIAP'PERS AP7 r# 7c #N PURUANT; TI = .1027 Ft A 1W UX .: GER'IftED TO: SAIIOIC1':A1RPR'T AUi(3f;ITY Ftv # Ia GISTRATIQN OT TH �� E S€GNAT#�R €� � L #0 RA SEI _.: 1`• _. �3A LIQ N m S� VE (y� . . .. .. .. ..-. :. .L..- 4 -DI f.5�3 ( AL f, S.f ... .. ... ::.... .. n -71 - SUGUSS : . - .... :.: ':: VIC ER. N. p.. - .. ... ::': .- :'. �:i- x: i ..... { }-{ 77-4-42 :. :-: .414 ....... ...... .r. t . .... , . .... - - -- -.... ....... .. - ... ... i s. i TV . . ....-. .. ...... .. ..'.`... Pi .:.,..:. .... ,... .. .... .. .... . .... -- ........ ..-. - h�y y�;}y. ...... ..... .. ... . .. - --- .-.-- - .-- ...... ..... . .. F. x - -. . ........ .-. --- .---...--- .. .. IIg p�AA .-..... T3. -.-- :. ,i�.�.Q�. -: .. .... . -.... .. .... .. .. ....... .- .-.-- -- --. - .. ..Mao - ....-.F - -. .... :-.... .. 7 - .. .. .. ..... ..... ... - - ...... -- - ... ... - - - ... -. .. ..... ....... .... .. ... ......- .. .. -.. ., ..... .. ..... . ..- . ... ..-...,. .. .. ..... ::.... .:. v.S........ ........... .. r. .. ............. ..,.,, r.. ... ..., ....:::.:. .: :... ... ..5... - ... ... .... .. SANFORD SAMFORD MUNICIPAL A(HPORT CATAPULT ROAD d7RPnar armnuaan NQ ��, O .30 60 12o SCALE. P - 6(Y Ii! LEASE PARCEL POINT .OF LEGAL DESCRIPTION: Cts MENCUENT N 114 CORNER OF ! SEC 620-31 , A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 FND N/1J 'FDO•T" S.C.' j EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED l AS FOLLOWS: i COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, i RANGE. 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN S000181io"E, I ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION G, A � DISTANCE OF 4623.76 FLETI THENCE DEPARTING, RUN S89°41'50'W, A I DISTANCE OF 150.00 FEET FOR A POINT OF BLGiNNING: THENCE. RUN i S00018'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH I SCENTER SECTION LINE A DISTANCE= OF 619.90 i'EET; THENCE 1 DEPARTING SAID PARALLEL LINE, RUN 589048'37"W. PARALLEL WITH ANE) I 397,24 FEET NORTH OF THE SOUTH LINE OF THE SOUT8WEST 1/4 OF SAID SECTION f, A DISTANCE OF 706.51 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD. AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COASTLINE RAILROAD, LAKE CHARM BRANCH, DATED JUNE 30, E FENCE CORNER 1 91 7; THENCE RUN N22032' 1 4 "W, ALONG SAID EASTERLY BIGHT -OF -WAY, A OWN &+35yY DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT -OF- i WAY, RUN N14059'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16029'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42030'34"E. A i tS DISTANCF OF 278.29 FEET; THENCE RAIN 535°2£'46"E. A DISTANCE OF E 20f.02 FEET TO A POINT LYING 25.00 SOUTH OF THE PHYSICAL CENTURLINE OF CATAPULT ROAD; THENCE RUN N89°49'00"E, ALONG SAIL? SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. ' CONTAINING 11.280 ACRES, MORE OR LESS. �I b` NOT PLATTED 0- 00 - SANFORD AIRPORT AUTHORITY I I FENCE CORNER E i ♦ , j ON LINE CLF 8' CLF Cs7AIC Efr- ----- --- --- -- — � _...,._OHL•-----------OHL- ASPHALT 'r ', •' _ PAVED ROAD _PH_ S_CA_CENrER_UHE .a__A_P�HALT ASPHALT NW4SWE42IJ8NC i BROKEN 4S AL7 � ` _ S&9'41'SC7"W 1 150t?CI` / POINT OF BE'GiNNING , 1 I SET i CORNER NEIN FEK IYITNE$$ CORNERS SET f 1k l S.W'EACH DIAE(70I f 0 BWNDARY FENCE CORNER 9.4W V MONITOR WFLL NOT PLATTE_0 SANFORD AIRPORT AUTHORITY CSX RA14ROAD - —� SPUR TRACK NO RM SHOWN ON RAILROAD MAP FENCE coRxEr� env FENCE' CORNER 03T FENCE pmw I F r� j !l IP 1 VACANT / GRASS 8r SPARSE TREES fJr� 1 l 1 1I TIB ' V10ENTY MAP 1 PROJECT LOCATION LEGEND AND ABBREVIATIONS: LAKE YW Y BMLEVAnD AMERICAN LAND TITLE ASSOCIATION ��, O .30 60 12o SCALE. P - 6(Y Ii! LEASE PARCEL POINT .OF LEGAL DESCRIPTION: Cts MENCUENT N 114 CORNER OF ! SEC 620-31 , A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 FND N/1J 'FDO•T" S.C.' j EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED l AS FOLLOWS: i COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, i RANGE. 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN S000181io"E, I ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION G, A � DISTANCE OF 4623.76 FLETI THENCE DEPARTING, RUN S89°41'50'W, A I DISTANCE OF 150.00 FEET FOR A POINT OF BLGiNNING: THENCE. RUN i S00018'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH I SCENTER SECTION LINE A DISTANCE= OF 619.90 i'EET; THENCE 1 DEPARTING SAID PARALLEL LINE, RUN 589048'37"W. PARALLEL WITH ANE) I 397,24 FEET NORTH OF THE SOUTH LINE OF THE SOUT8WEST 1/4 OF SAID SECTION f, A DISTANCE OF 706.51 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD. AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COASTLINE RAILROAD, LAKE CHARM BRANCH, DATED JUNE 30, E FENCE CORNER 1 91 7; THENCE RUN N22032' 1 4 "W, ALONG SAID EASTERLY BIGHT -OF -WAY, A OWN &+35yY DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT -OF- i WAY, RUN N14059'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16029'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42030'34"E. A i tS DISTANCF OF 278.29 FEET; THENCE RAIN 535°2£'46"E. A DISTANCE OF E 20f.02 FEET TO A POINT LYING 25.00 SOUTH OF THE PHYSICAL CENTURLINE OF CATAPULT ROAD; THENCE RUN N89°49'00"E, ALONG SAIL? SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. ' CONTAINING 11.280 ACRES, MORE OR LESS. �I b` NOT PLATTED 0- 00 - SANFORD AIRPORT AUTHORITY I I FENCE CORNER E i ♦ , j ON LINE CLF 8' CLF Cs7AIC Efr- ----- --- --- -- — � _...,._OHL•-----------OHL- ASPHALT 'r ', •' _ PAVED ROAD _PH_ S_CA_CENrER_UHE .a__A_P�HALT ASPHALT NW4SWE42IJ8NC i BROKEN 4S AL7 � ` _ S&9'41'SC7"W 1 150t?CI` / POINT OF BE'GiNNING , 1 I SET i CORNER NEIN FEK IYITNE$$ CORNERS SET f 1k l S.W'EACH DIAE(70I f 0 BWNDARY FENCE CORNER 9.4W V MONITOR WFLL NOT PLATTE_0 SANFORD AIRPORT AUTHORITY CSX RA14ROAD - —� SPUR TRACK NO RM SHOWN ON RAILROAD MAP FENCE coRxEr� env FENCE' CORNER 03T FENCE pmw I F r� j !l IP 1 VACANT / GRASS 8r SPARSE TREES fJr� 1 l 1 1I TIB ' V10ENTY MAP 1 woo iii SC&E LEGEND AND ABBREVIATIONS: ALTA AMERICAN LAND TITLE ASSOCIATION ACSM AMERICAN CONGRESS OF SURVEYING & MAPPING Ac. ACRES ASPH ASPHALT BWF BARBED WIRE FFNC,E' B/8 APPROXIMATE B07 -TOM OF BANK (C) CALCULATED C & G CURB & OUTTFR C$ CHORD REARING CD CHORD OiSTANCE F CENTERLINE CCR CERTiFIED CORNER ACCORD CLF CNA'I N LINK FENCE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CONC CONCRETE CPP CONC UTILITY POLE (D) DEED F . D .O . T . FLORIDA C?EPARTMENT OF T RANSP ORTAT ION FIRM FE06RAL f NSUPANCE RATE MAP EL ELEVATION CLEC EL ECTR I C ESMT EASEMENT E/P EDGE OF PAVEMENT r/W APP`ROX ;PATE' EDGE OF WATER FiRM FLOOD INSURANCE HAVE MAP FF FINISHED FLOOR PNO FOUND HC HANDICAPPED HWF HOG WiRE FENCE ill iDENTI.FICATION INV INVERT IR IRON ROD Inc IRON ROD AND CAP LS CERTIFICATE OF AUTHORIZATION (m) MEASURED MH MANHOLE MES ,MITERED END SECTfON N/D NAiL & DISK NO. NUmRFR (NRI NON RADIAL OR OFFICIAL RECORDS OHL OVERHEAO UTILITY LINE (PI PLAl- Ps PLAT BOOK PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE 106 ELECTRIC METER PI POINT OF INTERSECTION PLS PROFESSIONAL LAND SURVEYOR roe POINT OF BEGINNING FOC POINT OF CQA&0VCEMEIIT POL POINT ON LiNE PRC POINT OF REVE,9.5E CURVATURE PRM PERMANENT RErERENCF MARKER PSM PROFESSIONAL SURVEYOR MAPPER PT POINT OF TANGFNCY PVC POLYVINYL CHLORIDE PIPE RCI' RE I NFORCE'D CONCRETE PIPE REC RECOVERED (R) RADIAL R/W R I GH7- OF WAY SEC SECTION SS SANITARY SEWER TR TANGENT BEARING ��, O .30 60 12o SCALE. P - 6(Y Ii! LEASE PARCEL POINT .OF LEGAL DESCRIPTION: Cts MENCUENT N 114 CORNER OF ! SEC 620-31 , A PARCEL OF LAND LOCATED IN SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 FND N/1J 'FDO•T" S.C.' j EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED l AS FOLLOWS: i COMMENCE AT THE NORTH 1/4 CORNER OF SECTION 6, TOWNSHIP 20 SOUTH, i RANGE. 31 EAST, SEMINOLE COUNTY, FLORIDA; THENCE RUN S000181io"E, I ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION G, A � DISTANCE OF 4623.76 FLETI THENCE DEPARTING, RUN S89°41'50'W, A I DISTANCE OF 150.00 FEET FOR A POINT OF BLGiNNING: THENCE. RUN i S00018'10"E, PARALLEL WITH AND 150.00 FEET WEST OF SAID NORTH - SOUTH I SCENTER SECTION LINE A DISTANCE= OF 619.90 i'EET; THENCE 1 DEPARTING SAID PARALLEL LINE, RUN 589048'37"W. PARALLEL WITH ANE) I 397,24 FEET NORTH OF THE SOUTH LINE OF THE SOUT8WEST 1/4 OF SAID SECTION f, A DISTANCE OF 706.51 FEET TO THE EASTERLY RIGHT-OF-WAY OF CSX RAILROAD. AS DEPICTED ON THE RIGHT-OF-WAY TRACK MAP OF ATLANTIC COASTLINE RAILROAD, LAKE CHARM BRANCH, DATED JUNE 30, E FENCE CORNER 1 91 7; THENCE RUN N22032' 1 4 "W, ALONG SAID EASTERLY BIGHT -OF -WAY, A OWN &+35yY DISTANCE OF 51.50 FEET; THENCE DEPARTING SAID EASTERLY RIGHT -OF- i WAY, RUN N14059'36"W, A DISTANCE OF 290.44 FEET; THENCE RUN N16029'22"E, A DISTANCE OF 262.17 FEET; THENCE RUN N42030'34"E. A i tS DISTANCF OF 278.29 FEET; THENCE RAIN 535°2£'46"E. A DISTANCE OF E 20f.02 FEET TO A POINT LYING 25.00 SOUTH OF THE PHYSICAL CENTURLINE OF CATAPULT ROAD; THENCE RUN N89°49'00"E, ALONG SAIL? SOUTH LINE, A DISTANCE OF 421.18 FEET TO THE POINT OF BEGINNING. ' CONTAINING 11.280 ACRES, MORE OR LESS. �I b` NOT PLATTED 0- 00 - SANFORD AIRPORT AUTHORITY I I FENCE CORNER E i ♦ , j ON LINE CLF 8' CLF Cs7AIC Efr- ----- --- --- -- — � _...,._OHL•-----------OHL- ASPHALT 'r ', •' _ PAVED ROAD _PH_ S_CA_CENrER_UHE .a__A_P�HALT ASPHALT NW4SWE42IJ8NC i BROKEN 4S AL7 � ` _ S&9'41'SC7"W 1 150t?CI` / POINT OF BE'GiNNING , 1 I SET i CORNER NEIN FEK IYITNE$$ CORNERS SET f 1k l S.W'EACH DIAE(70I f 0 BWNDARY FENCE CORNER 9.4W V MONITOR WFLL NOT PLATTE_0 SANFORD AIRPORT AUTHORITY CSX RA14ROAD - —� SPUR TRACK NO RM SHOWN ON RAILROAD MAP FENCE coRxEr� env FENCE' CORNER 03T FENCE pmw I F r� j !l IP 1 VACANT / GRASS 8r SPARSE TREES fJr� 1 l 1 1I TIB AI'PRQx l MATE TOP OF BANJO 1 \ Tam (TYPI TEMPORARY BENCH MARK 1 c,5 I VCP TYPICAL VITRIFIED CLAY PIPE � I WF WOOD FENCEW/ WITH R L CENTRAL, ANGLE E U ARCRC LENGTH H -COVERED ■ -P 4x4 CM L81221 UNLESS OTHERWISE ;" ILd I NOTED 1 SET 4x4 Chi LH I221 UNLESS OTHERWISE NOTED �' 1 FENCE 8S7V RECOVERED 5/8" IR LS)22I UNLESS OTHERWISE NoreD 1 X111 1 11 9y� Q SET 516" IR & CAP LB I221 y UNLESS OTHERWISE NO TED RECOVERED N.10 0 UNLESS OTHERWISE NOTED SET N/D LB 1221 UNLESS OTHE'RW i SE' 1 ® NOTED � AiR CONDfTIONj fH UNIT 1 P<AV AIR RELEASE' VALVE 0-0 Bf'P BACK FLOW PREVENTER • SOLLARD i acv BLOW --OFF VALVE "A— BREAK L INE r FI CTV CABLE TV RISER a CO CLEANOUT FENCE P -WE ORA INAGE STRUCTURE ra ELECTRIC METER IVIPZ32'19"ry ERB EL ECTR I C RISER x 100.00 EXISTING ELEVATION FiRE DEPARTMENT CONNECTION F/H F I HE HYDRANT i3� FENCE aeE S85T448 377 708.6t' g 0i i c,5 I � I p � I U ►,1 4j � k ILd I 150' E 1{.GV GAS VALVES Q GROUNDISPOT LIGHT C I I ! - 3 GUYWIRE-p '1irt, I E HANDICAP SYMBOL 'X1 4 ! ><1v IRRIGATION CONTROL VALVE 1 N fi LIGHT POLE NOT PLA77ED 5 � � { A I L Bvx 1 cy n 1 SANFORD AiR'PORT AUTHORITY i MITERED END SECTION � MON Iran w47L.t GREASE TRAP MANHOLE 1 ; SANITARY MANHOLE STORM MANHOLE TRAFFIC SIGNAL BOX sW 114 6-x'0S 114 CORNER OF OF � ELECTRICAL TRANSFORMER SEC �; -31 SEC 6-2C)-.�I ' F.ND N/D `SEM CO' I WOOD UTiLITV Pale � FNGi 2'1P NO ID l p W�/ WATER METER 1=*Qwv WATER VALVE S69748'371W 284736, 1N ASPHALT _ �?.EVIS10 S TB/PGIDATE DRAWN REVISION I0�-20-06 JEM MISC UPDATE'S CKD GRR 1.i0WCER=gS1NGLET0N ]ENGINEERING O PLANNING a SURVEYING a ENVIRONMENTAL 520 SOUTH MAGNOLIA AVENUE , OnLANDO, FLORIDA 3280 ( 407-843-5120 a FAX 407--649-8654 e L.B. NO. 1221 SCHEDULE 82 EXCEPTIONS: 3, Easements Or claims of easements not shown by the Public Records. boundary line disputes, overlups, encroachments, and any matters riot of record which would be disolosed by on' accurate survey and 1n6peotion of the premises. 4. Rights of }antes In posseselon, other than the record owner. 5. Any Iien, or ricght to c lien, for services, labor, or- materlals heretofore or hereafter furnished, Trrposed by faw and not shown by the Pub I f c Record. 6. RestrIctions, .covenants, conditions and reverter as set forth In that instrument recorded in Deed Book 145, Page 463, as corrected In Deed Book i49, Page 279. 7. RestrlotTons, covenants, condttion5 and easements for Avlatl.on and Drainage its set forth Tn that Instrument recorded in Offl cicl Records Book 741, Page 493, as parttaify released by Tnstroments recorded in Offlolal Reaords Book 2427, Page 121, Offlolal Records Book 884, rage 264. OfficTol Records Book 864, Page 266, and Offlolof Records BooK 2594, Page 775. 8. Lasement(s) 1n favor of Southern BaIj Teiophone and Telegraph Company set forth In instruments) recorded in Offlolcl Records Book. 2388, Page 45. (Does not Affect) 9. Teras, oond.jffons and provisions of the Notice of Flrst Amendment- to Agreement between Sanford Airport Aui-horlty and the Florida Department of Community Affclrb recorded In OTflcial Records Book.3561, Page 794 and Third Amendment recorded Tn Offl clal Recbrds 6000 3843, Page 1040. 10. Terms, conditions, and provTstons of Airport Lease Agreement, between the City of Sotaford; Florida, ca Florlda municipal corporatlon (City) and Sanford Airport Aufhorfty, an agenvy of the City created by SpeclaE Act of the State of Florida (Aufhority), recorded in OffIoloI Records Hook 4455, Pcge 1069. (I. Terms, oondittons and provlslons of that certain lease by and betweon Sanford Airport Authority (Lessor) and MOD Associates, Ltd.., cI FIorTdo IIM;+ad partnership (Lassoo) as stated in the Memorandum of Lease recorded in Officidl Records Book 1527., Page 258, as assl.gned by Asslgnrmnt of Leese recorded In Official Rsoordo Book 1527, Page 262; and as affected by the Assumption, Mcdificotion sand Extension Agreement recorded In Offiolal Records Book 2140, Pogo 1366. 12. Teras, cohdif1ons, and pravEsfons of the sub -lease to be recorded between Sonford Airport Authority. an agency of the City oreoted by Special Act of the State of Florida (Sub -lessor) to Hardy Management Company, a Nevada limited liability oompany (Sub- lessee). SURVEY' NOTES: I. BEARINGS SHOWN HE=REON ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ;/4 OF SECTION G. TOWNSHIP 20 SOUTH, RANGE 31 EAST, ORANGE COUNTY, FLORIDA, AS BEING $89°48'37"W AND HAVE AN ASSUMED REFERENCE MERIDIAN, 2. ACCORDING TO FED}R AL EMERGENCY MANAGEMENT AGENCY (FIRM) PANEL MAP NO. 12117CO045 E. SEMINOLE COUNTY. FLORIDA, WITH AN EFF'LCTIVL DATE APRIL 1.7, 1995, THE.PROPERTY DESCRIDED HEREON LIES WITHIN ZONE "X" AND DUES NOT LIE WITHIN A 100 YEAR FLOOD HAZARD AREA. 3. UNDERGROUND FOUNDATIONS AND UTILITIES WERL NOT LOCATED. 4. WETLAND AREAS, IF EX i STING WERE; NOT ADDRESSED AS A PART OF THIS SURVEY. 5. LANDS SHOWN HEREON WERE AS5TRACTED FOR EASEMENTS, OWNERSHIPS, RESTRICTIONS AND OTHER MATTERS OF PUDLIC RECORD PER LAWYERS TITLE INSURANCE.COMPANY, ORDER NO, MLFO6-000fO8L2 WITH AN EFFECTIVE DATE OF SEPTEMBER 19, 2006. 6. RIGHT -0O -WAY INFORMATION FOR MELLONrfILLE AVENUE SHOWN HEREON IS BASED ON .ADJACENT DEEDS AND FIELD EVIDENCE. NO RECQRDED. RIGHT- OF-WAY DOCUMENIS..:WE_RE FOUND FOR MELLONVILLE AVENUE OR CATAPULT ROAD BY TH 5 "SURVEYOR. 7. ALIGNMENT OF RIGHT" OF WAY FOR CST[ RAILROAD SHOWN HEREON IS BASED ON FIELD LOCATION OF EXISTING TRACKS AND INFORMATION TAKEN FROM "RIGHT-OF-WAY R TRACK MAP FOR LAKE CHARM BRANCH, DATED JUNE 30, 1917". SOUTH UNE' t?T' SW I/4 OF SEC 6-20-3(7 ------------------- TIE A PORTION OF THE .SOUTHW `ST 114 OF FS PG SECTION b, TOWNSHIP C) SC�CITf-I, Rr41b'C�E 31 EAST PLAT DP ALTA ,/'' AC'SY LAND T"IT"LE SURVEY 3-7 -- �UPt SANFORD AIRPORT AUTHORITY TE 84 LUMBER ER COMPANY SE`Ml�'4'C?LrL' C+OCIN'TY, FLORIDA v SURVEYORS CERT 1 E I CA rE. TO HARDY MANAGEMENT COMPANY, A NEVADA LIMITED LIABILITY COMPANY AND LAWYERS TITLE INSUNANCE" COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON 'WHICH IT IS BASED WERE MAGE IN ACCORVANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTAfASCM LAND TITLE SURVEYS, 'JOINTLY ESTABLISHED AND ADOPtO BY ALTA, ACSM AND HSPS IN 1999, AND INCLUDES ITEMS 1, 2, 3 R 4 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANCIARDS AS ADOPTED BY .ALTA, NSPS, ANO ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION. UNDERSIGNED FURTNER CERTIFIES THAT. THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE, I FURTHER CERTIFY THAT THIS SURVEY ME'ET'S THE APPLICABLE VI,NI MUM TECHNICAL STANDARDS" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN C1fAPTE'f? 61 G17-6, PURSUANT TO SECTION 472-027, FLORIDA STATUTES GAF? R. ROCHE DATE PR ESS�CJNAL StJRt�Eynn R MAPPE�' No. 6306 THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER (CERTIFICATE QFAUTHJORIZATTON NO. LD 1221 ) FIELJAPPROVED P,F?0JffG,T IVO. 10 -OSA -IQ r OF BY SCALE' JEM �if W 60/ K . /OSA /J I C /DGN-GEOPAK /OSA I O-V7SBO. DGN .......\. __ iliii f 1:.. .,: , �xxx_;HY.. n.:... _. .,f,/,�:.:,, .:. _. - %'1»';';'r;3;'•••, ., f .... ..... .... .. ..... ...............':l3'.�:... .. ..... ....t.K�..:. �......, �.., .:.:nn: » ..... : .. � �-.... .. .:. .: :-..:.:.:: .. .. ...... _.:! ,eff ffii>;::>;. ... - , ..; :. / .".-:T;::- Mfr. ..... �>>>>>>>.:.. -;".:<.:�.:. ....-- i - -.;.::;i "; f - - -i-;;... ;iT-;»»i . \ .:.... .:. f.:.: ..,i is:; . i •f.�sn:.. ..... ..... ............. ;,':•s - X X X. CONC.1 CONO., RI -1 (RESTRICTED INDUSTRIAL) � RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: DRIVE DRIVE 22'-3" MAXIMUM SITE DATA Q li KEYED NOTES (I)LUMBER0 EX. RAILROAD SPUR .s�.` f ' 14 7 \ \ ` 14 \ 24 v TRACK SWITCH 1.1 CONTROL z \ \ W d i \ R� N1 PE \ Pp RI MPP SX RPILR & JRP NCN, 60.�NZ OF NPRM X30 1g1� RIO pPjED JUNE C 90.72' 30' SWING GATE PER OWNER'S SPECIFICATIONS 100. 96, 30.00' 0,000 gQ. FT. 8 2 RAG BUILDING OF LAB = 57.50 l X 7 Co $ _,1 7.00' OF 3 o TY Co 0 491,352 SQ. FT. { I 11.28 ACRES± 14 300.00' p 22 M r- 12,000 SQ. FT. STORAGE SHED a P2 q I 12,000 SQ. FT. STORAGE SHED EASEMENT 20' �MEN1 P5 o StORM�P.�ERE PROPOSED 6 RAILROAD RAILROAD CROSS GUARD POLE— n EX. EDGE OF EX. E X 4 200.00' 1 12 p t I 20.00' 30.00' 20.00' Q 26 34.00' PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) 12' I 12' 0 X X X. CONC.1 CONO., RI -1 (RESTRICTED INDUSTRIAL) � RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: DRIVE DRIVE 22'-3" MAXIMUM "� Q li m 20,000 SQ, FT. EX EDGE OF PAVEMENT (I)LUMBER0 0 g s _ EX EDGE OF PAVEMENT z 50. g'. 2 0 " N8E449'00"E 421.18' _ _ =58.00 LOADING ZONE REQUIRED: ©� 7 1 12 O 7 L_)111 z N 20' PARKING BUILDING SET 31 27 4 Co $ _,1 7.00' OF 3 o TY Co 0 491,352 SQ. FT. { I 11.28 ACRES± 14 300.00' p 22 M r- 12,000 SQ. FT. STORAGE SHED a P2 q I 12,000 SQ. FT. STORAGE SHED EASEMENT 20' �MEN1 P5 o StORM�P.�ERE PROPOSED 6 RAILROAD RAILROAD CROSS GUARD POLE— n EX. EDGE OF EX. E X 4 200.00' 1 12 p 6 120.001 PROPERTY LESSEE: 20.00' 30.00' 20.00' Q 26 34.00' PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) c TV.xs) 0 8 �C28 RI -1 (RESTRICTED INDUSTRIAL) � RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: RI -1 (RESTRICTED INDUSTRIAL) SITE LAYOUT DATA: 22'-3" MAXIMUM "� Q li m 20,000 SQ, FT. 10' x 20' (I)LUMBER0 0 g s 4 3a y MILLWORK BUILDING TOP OF SLAB z BUILDING SETBACK: g'. 2 0 " x Q 17-8" MAXIMUM =58.00 LOADING ZONE REQUIRED: 12'X 60' 8 a N 31 4 0 12,000 SQ. FT. MAIN BUILDING Q $ TOP OF BLAB = 58.50 9 N_ 26 7 TYP 0 11 Co $ _,1 7.00' OF 3 o TY Co 0 491,352 SQ. FT. { I 11.28 ACRES± 14 300.00' p 22 M r- 12,000 SQ. FT. STORAGE SHED a P2 q I 12,000 SQ. FT. STORAGE SHED EASEMENT 20' �MEN1 P5 o StORM�P.�ERE PROPOSED 6 RAILROAD RAILROAD CROSS GUARD POLE— n EX. EDGE OF EX. E X 4 PER OWNER'S SPECIFICATIONS EX. ASPHALT 238,468 SQ. FT. 5.47 ACRES± NOT INCLUDED PORTION OF THE SE 114 OF THE SW 114 OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST N89°59'57"E 457.01' ASPHALT/ 8 I o I $ i - C 25 . I u ua` 19 z m p� I y a p 7 0 Q u12' 12' 12' V J 3.00'20.00 46.00' CO 11111i t xp rl7 2s r OFP14 p CO 9 4 0 nl O I S m \ AIRPORT BOULEVARD EX. CONC DRIVE I ZONING: s p SANFORD AIRPORT AUTHORITY PROPERTY LESSEE: 84 LUMBER 26 COMMERCIAL PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) c TV.xs) 0 RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING WEST: RI -1 (RESTRICTED INDUSTRIAL) � RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: RI -1 (RESTRICTED INDUSTRIAL) SITE LAYOUT DATA: 22'-3" MAXIMUM 4 Q li _ 10' x 20' PARKING SETBACK/ BUFFER: 0 g s 4 3a BUILDING HEIGHT: 15' REAR (FROM LEASE LINE) BUILDING SETBACK: 30' SLIDING GATE 20.00' of 17-8" MAXIMUM PER OWNER'S SPECIFICATIONS EX. ASPHALT 238,468 SQ. FT. 5.47 ACRES± NOT INCLUDED PORTION OF THE SE 114 OF THE SW 114 OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST N89°59'57"E 457.01' ASPHALT/ 8 I o I $ i - C 25 . I u ua` 19 z m p� I y a p 7 0 Q u12' 12' 12' V J 3.00'20.00 46.00' CO 11111i t xp rl7 2s r OFP14 p CO 9 4 0 nl O I S m \ AIRPORT BOULEVARD EX. CONC DRIVE I ZONING: 461,935 SQUARE FEET PROPERTY OWNER/LESSOR: SANFORD AIRPORT AUTHORITY PROPERTY LESSEE: 84 LUMBER PROPOSED USE: COMMERCIAL PROPOSED SITE ACREAGE: 491,352 SQUARE FEET (11.28 ACRES) EXISTING ZONING: RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING EAST: RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING WEST: RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING NORTH: RI -1 (RESTRICTED INDUSTRIAL) ADJACENT ZONING SOUTH: RI -1 (RESTRICTED INDUSTRIAL) SITE LAYOUT DATA: 22'-3" MAXIMUM MINIMUM DRIVE AISLE WIDTH: 24' STANDARD PARKING STALL: 10' x 20' PARKING SETBACK/ BUFFER: 25' FRONT (FROM LEASE LINE) ONE 20' SIDE (FROM LEASE LINE) BUILDING HEIGHT: 15' REAR (FROM LEASE LINE) BUILDING SETBACK: 25' FRONT (FROM LEASE LINE) - 12,000 S.F. STORAGE SHED (2) 20' SIDE (FROM LEASE LINE) 17-8" MAXIMUM 15' REAR (FROM LEASE LINE) LOADING ZONE REQUIRED: 12'X 60' PARKING DATA: REQUIRED: RETAIL = (3) THREE PARKING SPACES PER 1,000 S.F. OF GROSS FLOOR AREA INDUSTRIAL = (1) ONE PARKING SPACE PER 1,000 S.F. OF GROSS FLOOR AREA EX. 3' CONC 3,100 S.F. OF PROPOSED RETAIL AREA REQUIRES 4 PARKING SPACES SIDEWALK 35,400 S.F. OF STORAGE AREA REQUIRES 36 PARKING SPACES EXISTING TOTAL PROPOSED PARKING SPACES REQUIRED ON-SITE = 40 SPACES BUILDING PROVIDED: 37 PARKING SPACES + 3 ACCESSIBLE PARKING SPACES PER ADAAG = 40 PARKING SPACES TOTAL ON-SITE LANDSCAPE DATA: -EXISTING EDGE OF PAVEMENT TO PERVIOUS AREA BE REMOVED. SEE SHEET C7. EXISTING BUILDING EXISTING GREEN, 461,935 SQUARE FEET PROPOSED GREEN: 185,528 SQUARE FEET IMPERVIOUS AREA EXISTING: 29,417 SQUARE FEET REQUIRED: MAXIMUM 70 % (343,946 SF) PROPOSED: 305,824 SQUARE FEET (62.2%) LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN BUILDING DATA: - 12,000 S.F. MAIN BUILDING BUILDING HEIGHT: 22'-3" MAXIMUM NUMBER OF STORIES: ONE - 20,000 S.F. STORAGE BUILDING BUILDING HEIGHT: 24'-3" MAXIMUM NUMBER OF STORIES: ONE - 10,000 S.F. STORAGE BUILDING BUILDING HEIGHT: 244" MAXIMUM NUMBER OF STORIES: ONE - 12,000 S.F. STORAGE SHED (2) BUILDING HEIGHT: 17-8" MAXIMUM NUMBER OF STORIES: ONE Q CONCRETE SIDEWALK. SEE DETAIL C1.1.01 Q ASPHALTIC PAVING. SEE DETAIL C1.1-02 Q REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE DETAIL C1.1-04 Oa ALKYD -READY MIX PAVEMENT STRIPING PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. Q PROPOSED FREESTANDING SITE SIGN. ALL SIGNAGE SHALL COMPLY WITH LOCAL REQUIREMENTS, GENERAL CONTRACTOR TO INSTALL SIGN BASE, VERIFY SIZE, STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE. 0 TRASH ENCLOSURE PER CITY OF SANFORD SPECIFICATIONS. (7 LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. Q AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS. PROVIDE U LONG YELLOW HDPE SOLID PLASTIC BUMPER BLOCKS AT HANDICAP PARKING SPACES AND OTHER NOTED PARKING SPACES. SECURE WITH 2 #4 RODS, 4' LONG. IF PRECAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW. SEE DETAIL C1.1-07. Os GENERAL CONTRACTOR TO PROVIDE AND INSTALL (3) POSTS FOR HANDICAP PARKING SIGNS. SIGNS PROVIDED BY GENERAL CONTRACTOR TO MEET ALL LOCAL REQUIREMENTS. SEE DETAIL C1.1-06 10 PROPOSED SITE LIGHT. SEE SHEETS C5 AND C6. 11 3-0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM THE BUILDING TO ACCESSIBLE PARKING AREAS. CROSS SLOPE IS NOT TO EXCEED 2.00%. SEE GRADING PLAN FOR SPOT GRADE ELEVATIONS. 12 PROPOSED G HIGH CHAIN LINK FENCE WITH BARBED WIRE 13 PROPOSED UX 14 CONCRETE PAD FOR CONDENSOR UNITS. SEE ARCHITECTURAL SHEETS FOR FURTHER DETAIL. 14 EXISTING TREES TO BE REMOVED.. 1s EXISTING GRAVEL ROAD TO BE REMOVED. 16 EXISTING ROADWAY SIGN TO REMAIN. DO NOT DISTURB. 17 EXISTING CHAINLINK FENCE TO REMAIN. DO NOT DISTURB. 1a CONTRACTOR SHALL CONNECT PROPOSED CHAINLINK FENCE TO THE EXISTING CHAINLINK FENCE AT THE NEAREST LOCATION POSSIBLE. 19 PROPOSED ROADWAY IMPROVEMENTS PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND REQUIREMENTS. SEE SHEET C7. 20 . EXISTING RAILROAD TO REMAIN. DO NOT DISTURB. 0 PROPOSED RAILROAD SPUR. SEE RAILROAD DRAWINGS BY OTHERS. 0 PROPOSED 300 GALLON DIESEL ABOVE GROUND STORAGE TANK WITH SPILL AND OVERFLOW PREVENTION DEVICES PER OWNERS SPECIFICATIONS. FOR TANK DESIGN SEE DETAIL C4.1-06, CONTRACTOR TO INSTALL 9095A SERIES AST OVERFILL PREVENTION VALVE AND 7 1/2 GALLON AST SPILL CONTAINER BY STANWADE METAL PRODUCTS INC., AND CLOCK GAUGE AND CLOCK GAUGE ALARM BY MORRISON BROS. CO. FOR SPILL AND OVER FLOW PREVENTION. 23 EXISTING ROADWAY SIGN TO BE REMOVED AND RELOCATED. 24 EXISTING FENCE TO BE REMOVED. SEE PLAN FOR DEMOLITION START. 2s PROPOSED CONCRETE APPROACH PER CITY OF SANFORD SPECIFICATIONS. 26 6' LONG YELLOW HDPE SOLID PLASTIC BUMPER BLOCKS. SECURE WITH 2 #4 RODS, 4' LONG. IF PRECAST CONCRETE BLOCK IS USED IN LIEU OF PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW. SEE DETAIL C1.1-03. 27 PROPOSED POWER POLE. SEE SHEET C5. 2a PROPOSED & DECORATIVE FENCE ALONG THE EAST PROPERTY LINE. SEE SHEET L1. MATCH EXISTING FENCE TYPES OF LOCAL BUSINESSES WITHIN THE SURROUNDING AREA. COORDINATE WITH OWNER'S REPRESENTITIVE FOR FENCE APPROVAL PRIOR TO CONSTRUCTION. 2s CONCRETE RETAINING WALL IN LOADING AREA. SEE SHEET C2 FOR TOP AND BOTTOM WALL ELEVATIONS AND BUILDING FOUNDATION FOR WALL CONSTRUCTION. 3o PROPOSED 12'x60' LOADING ZONE. 31 PROPOSED TRUNCATED DOME DETECTABLE WARNINGS, SEE DETAIL C1.1-08. 32 PROPOSED G HIGH CHAIN LINK FENCE BLACK IN COLOR WITH BLACK NETTING. FENCE TO ALSO HAVE BARBED WIRE PROTECTION. 33 30" HIGH INTENSITY GRADE STOP SIGN WITH A 24" WHITE THERMOPLASTIC STOP BAR PER CITY OF SANFORD SPECIFICATIONS. 3a PROPOSED 10'x20' FIRE LANE WITH "NO PARKING FIRE LANE" SIGN PER CITY OF SANFORD FIRE DEPARTMENT SPECIFICATIONS. LEGEND ADA ACCESSIBLE ROUTE: (SEE KEYED NOTE#11) VON K Re01 111w1 STAKING NOTES A. THE BUILDING AND PARKING ARE PARALLEL AND/OR PERPENDICULAR TO S00018'10"E B. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL DESCRIPTION ARE AS TAKEN FROM A SURVEY OF LAND SITUATED IN SANFORD, SEMINOLE COUNTY, FLORIDA DATED 11/13/2006. AS PREPARED BY: SCOTT'S SURVEYING SERVICES, INC. 8 S. HIGHWAY 17-92, SUITE 8-A DEBARY, FLORIDA (386) 668-7332 C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND. D. ALL RADII ARE 5.0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED. E. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED. F. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS BASED ON INFORMATION OBTAINED FROM SOILS REPORT RECEIVED 09/14/2006 AS PREPARED BY: TERRACON 503 W. CENTRAL BOULEVARD ORLANDO, FLORIDA 32801 407.843.1311 Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callsunshine.com 1-800-432-4770 0 30 60 120 PF SCALE: 1" = 60.00' o Z IWTM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento REVISIONS z z LU 2 Uj PROTOTYPE O STORE NUMBER w WD PROJECT NUMBER" EFLDV0003 W C 1 Flle: \\wdpartners.com\global$\colefl\dvlefldv0003_fl_Sanford\dvslclvil\efldv0003e_c01-OO.dwg Saved: 3/22/2007 9:17 AM (wda492) Plotted: 3/28/2007 11:33 AM (aplot) PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SLOPE TO 2" BELOW THE TOP OF SIDEWALK - BROOM FINISH 1'-0" 4" CONCRETE WALK WITH \\/j 6X6 -W1.4 X W1 A W.W.F. /\ "PARKING BY PERMIT ONLY" TEXTJG�� -111111111111 SUBGRADE PER \\�/ SOIL REPORT \/\ / INTERNATIONAL SYMBOL OFACCESSIBILITY. _ 4" COMPACTED GRAVEL\\� (NO VAPOR BARRIER)----'"�� PRIME COAT NOTES STANDARD DUTY PAVING APPLY PRIME COAT IN ACCORDANCE WITH A = 2" COMPACTED ASPHALT SURFACE SEE SITE PLAN FOR WALK WIDTH 1" RADIUS FDOT SECTION 300-6.1: CLEAN THE SURFACE COURSE (FDOT SECTION 331) lo ON EDGE TO BE PRIMED AND ENSURE THAT THE B = 8" OF AGGREGATE BASE (LIMEROCK: FDOT 1/4" TOOLED CONTROL JOINT 6 ADJACENT MOISTURE OF THE BASE DOES NOT EXCEED SECTION 200) PAVEMENT 90% OF THE OPTIMUM MOISTURE. ENSURE C 12 OF STABILIZED SUBGRADE (FDOT CROSS SLOPE 1 % MIN., 2% MAX. THAT THE TEMPERATURE OF THE PRIME COAT SECTION 160) IS AT 150 DEGREES. APPLY THE PRIME COAT d " WITH A PRESSURE DISTRIBUTOR. THE PROPER °� °°7 7 A °°°° APPLICATION SPREAD RATE WILL BEAT 1% A WHICH IS SUFFICIENT TO COAT THE BASE d. o .8 d. o .8 d. ° .8 d. o .8 d o .8 C. o . MATERIAL UNIFORMLY WITH NO EXCESS. IN °: �� ACCORDANCE WITH FDOT SECTION 311-5.2: B °°� BASE PER SOIL REPORT° - i C7 APPLY SAND UNIFORMLY AND FREE OF ° °°0. �q °° �q �' a,� nq �'g �° g aq q!, a° i, FOREIGN MATERIALS. THEN ROLL THE ENTIRE a ° ° ° a ° ° ° 8 ° ° ° 8 ° ° . a ° ° 8 ° ° ° ° X211 TYPICAL SECTION TYPICAL SECTION PRIMED AND SANDED AREA WITH A RUBBER\//\///\//\///\////\//\� IN LAWN AREAS ADJACENT TO DRIVES TIRE TRAFFIC ROLLER. PRIOR TO PUTTING \\�\\�\\�\\�\�\\\ DOWN THE ASPHALT SWEEP THE ENTIRE AREA SUB -GRADE PER SOIL REPORT \\ FEX E 0 CSS SAND TO PREPARE FOR PAVING. CONCRETE SIDEWALK NOTES A. %" x 1/4" SAWCUT OR Y" x 1 A' TOOLED CONTROL JOINTS AT 6'-0" O.C. B. PLACE PRE -FORMED Y" EXPANSION JOINT 30' O.C. ALONG ENTIRE LENGTH C. Y2" PRE -FORMED EXPANSION JOINT SHALL BE INSTALLED AT ALL INTERSECTIONS OF BUILDING, WALKS, AND ANY OTHER FIXED STRUCTURE. D. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI C 1 ■ 1-O 1 CONCRETE WALK SCALE: 1/2"=1'-011 *INCLUDE ON ALL ACCESSIBLE SIGN POLES A SIGN INDICATING MINIMUM FINE OF $250 FOR ILLEGAL PARKING PER CITY ORDINANCE ASPHALT PAVING NOTES A - A. SUB BASE SHALL HAVE AN LBR OF 40 OR AN FBV5 O F 7 PSI. B. LIMEROCK BASE COURSES SHOULD BE MINED FROM AN FDOT APPROVED SOURCE AND SHOULD HAVE A MINIMUM LBR VALUE OF 100 AND BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY AS DETERMIONED BY THE MODIFIED PROCTIR TEST. C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ASPHALT PAVING SECTION C 1 ■ 1.02 SCALE: NONE ACCESSIBLE PARKING SIGN BOLLARD, SEE DETAIL C1.1-06 CENTER OF BOLLARD 6" FROM ASPHALT EDGE o°oo°o° °_o_o_o_o_o 5/8" OR 3/4" HOLE R=2 CAST OR RUBBED 3'-0" 12"-- 1Y211 li ASPHALT PAVEMENT SUBBASE AND SUBGRADE BELOW WHEEL STOP. #4 BARS, 18 LONG 0 PER GUARD . BELSON RECYCLED PLASTIC CAR STOPS PAINTED YELLOW STANDARD SPACES AND BLUEE @ H C SPACES II 30 FROM FACE OF WHEEL STOP TO FACE OF CURB OR SIDEWALK BEHIND. BUMPER BLOCK cl.1 =0 3 SCALE: 1-112"=V-0" (D (D (D 3211. STANDARD "FINE" SIGN WHEN $250 FINE 0.40" REQUIRED BY LOCAL CODE* _ o VAN N N ACCESSIBLEIi O STANDARD "VAN ACCESSIBLE" SIGN AT SPACE ADJACENT TO 8.0' LOADING SPACE 02.35" In 2" SQUARE GALVANIZED SIGN m ADA TEXTURED SURFACE TO BE PLACED PER N 0.90" POST WITH PRE -DRILLED HOLES O �- DETAIL C1.1-08. DETECTABLE WARNINGS TO BE LAP SPLICE MINIMUM OF 6" AND PROVIDE z ALONG FULL LENGTH OF CURB RAMP SLOPE. O O (2) %" DIA. GALVANIZED THRU BOLTS WITH 2 WASHERS AND LOCK NUTS AT 4" O.C.. 00PATTERN PLAN DOME SECTION LANDSCAPE OR PAVEMENT, SYMBOL OF ACCESSIBILITY SQUARE PATTERN PARALLEL TO DIRECTION OF TRAVEL SEE SITE IMPROVEMENT PLAN /% PAINTED IN SPACE PER NOTES DETAIL CIA -05 8" DIAMETER CONCRETE FOOTING \\ A. MATERIAL USED SHALL BE OF VISUAL CONTRAST (LIGHT ON DARK / DARK ON LIGHT) TO THE \/ ADJOINING SURFACE AND SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. TOP SHALL BE FLUSH WITH FINISHED GRADE AND BOTTOM //\ /\\/ ACCESSIBLE PARKING NOTES B. WARNING SURFACE TO BE FIRM AND SLIP RESISTANT AND SHALL BE FDOT QPL #S527-007, RED \/ /\ BRICK ONLY. BELOW LOCAL FROST DEPTH A. ACCESSIBLE SPACE / LOADING AREA: MAXIMUM 2.0% (1;50) SLOPE IN ANY DIRECTION. C. FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER j\ `/ B. ASPHALT BLENDED TRANSITION TO BE COMPLETELY FLUSH, NO LIP. SPECIFICATIONS. . C. PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC, SEE SITE PLAN FOR D. REFER TO ADA ACCESSIBILITY GUIDELINES SECTION 4.29 FOR SPECIFICATIONS AND NOTES `r' CONFIGURATION. INSTALLATION DETAILS. VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. D. PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 45° ANGLE, EACH 6" WIDE STRIPE APPLICABLE ADAAG SPECIFICATIONS. B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR LOCATION AT 24" ON CENTER. "� ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING TRUNCATED DOMES C1 ■ I.O 6 SCALE: 1/2"=1'-0" C 1 ■ 1 =07 SCALE: NONE C 1 ■ 1=08 SCALE: 6" = 1'-0" FREEBOARD ELEVATION = 57 Tis* ELEVATION = 55.92' �. .... ��. ,...... ..,......�,.... ELAN = OUTFALL STRUCTURE 1 R1' INV = �i4 Fire' Treatment Volume Recovery by n 1frofl0 POND NOTES A. TREATMENT VOLUME: REQUIRED = 52,309 C.F. REQUIRED (PHOSPHORUS LOADING) = 112,603 C.F. PROVIDED = 113,264 C.F. B. STORAGE VOLUME: PROVIDED = 215,792 C.F. SEE STORMWATER CALCULATIONS C. ALL POND CONSTRUCTION PER ST. JOHNS WATER MANAGEMENT DISTRICT REGULATION OF STORMWATER MANAGEMENT SYSTEMS APPLICANT'S HANDBOOK. Treatment Volume Storage C101=10 1'-0" 12"X1811X.080 GA. RETRO REFLECTORIZED ALUMINUM SIGN WITH — %, "PARKING BY PERMIT ONLY" TEXTJG�� -111111111111 PARKING BY OWN PERMIT ONLY:: INTERNATIONAL SYMBOL OFACCESSIBILITY. _ BORDER AND LETTERI ;IN WHITE ON BLUE BACKGROUND;; , : f: ASPHALT PAVING NOTES A - A. SUB BASE SHALL HAVE AN LBR OF 40 OR AN FBV5 O F 7 PSI. B. LIMEROCK BASE COURSES SHOULD BE MINED FROM AN FDOT APPROVED SOURCE AND SHOULD HAVE A MINIMUM LBR VALUE OF 100 AND BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY AS DETERMIONED BY THE MODIFIED PROCTIR TEST. C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ASPHALT PAVING SECTION C 1 ■ 1.02 SCALE: NONE ACCESSIBLE PARKING SIGN BOLLARD, SEE DETAIL C1.1-06 CENTER OF BOLLARD 6" FROM ASPHALT EDGE o°oo°o° °_o_o_o_o_o 5/8" OR 3/4" HOLE R=2 CAST OR RUBBED 3'-0" 12"-- 1Y211 li ASPHALT PAVEMENT SUBBASE AND SUBGRADE BELOW WHEEL STOP. #4 BARS, 18 LONG 0 PER GUARD . BELSON RECYCLED PLASTIC CAR STOPS PAINTED YELLOW STANDARD SPACES AND BLUEE @ H C SPACES II 30 FROM FACE OF WHEEL STOP TO FACE OF CURB OR SIDEWALK BEHIND. BUMPER BLOCK cl.1 =0 3 SCALE: 1-112"=V-0" (D (D (D 3211. STANDARD "FINE" SIGN WHEN $250 FINE 0.40" REQUIRED BY LOCAL CODE* _ o VAN N N ACCESSIBLEIi O STANDARD "VAN ACCESSIBLE" SIGN AT SPACE ADJACENT TO 8.0' LOADING SPACE 02.35" In 2" SQUARE GALVANIZED SIGN m ADA TEXTURED SURFACE TO BE PLACED PER N 0.90" POST WITH PRE -DRILLED HOLES O �- DETAIL C1.1-08. DETECTABLE WARNINGS TO BE LAP SPLICE MINIMUM OF 6" AND PROVIDE z ALONG FULL LENGTH OF CURB RAMP SLOPE. O O (2) %" DIA. GALVANIZED THRU BOLTS WITH 2 WASHERS AND LOCK NUTS AT 4" O.C.. 00PATTERN PLAN DOME SECTION LANDSCAPE OR PAVEMENT, SYMBOL OF ACCESSIBILITY SQUARE PATTERN PARALLEL TO DIRECTION OF TRAVEL SEE SITE IMPROVEMENT PLAN /% PAINTED IN SPACE PER NOTES DETAIL CIA -05 8" DIAMETER CONCRETE FOOTING \\ A. MATERIAL USED SHALL BE OF VISUAL CONTRAST (LIGHT ON DARK / DARK ON LIGHT) TO THE \/ ADJOINING SURFACE AND SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. TOP SHALL BE FLUSH WITH FINISHED GRADE AND BOTTOM //\ /\\/ ACCESSIBLE PARKING NOTES B. WARNING SURFACE TO BE FIRM AND SLIP RESISTANT AND SHALL BE FDOT QPL #S527-007, RED \/ /\ BRICK ONLY. BELOW LOCAL FROST DEPTH A. ACCESSIBLE SPACE / LOADING AREA: MAXIMUM 2.0% (1;50) SLOPE IN ANY DIRECTION. C. FASTEN ALL SURFACE MOUNTED APPLICATIONS IN STRICT ACCORDANCE WITH MANUFACTURER j\ `/ B. ASPHALT BLENDED TRANSITION TO BE COMPLETELY FLUSH, NO LIP. SPECIFICATIONS. . C. PLACEMENT AND STRIPING SHOWN IN DETAIL IS SCHEMATIC, SEE SITE PLAN FOR D. REFER TO ADA ACCESSIBILITY GUIDELINES SECTION 4.29 FOR SPECIFICATIONS AND NOTES `r' CONFIGURATION. INSTALLATION DETAILS. VERTICAL TRANSITIONS DUE TO INSTALLATION TO COMPLY WITH ALL A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE REQUIREMENTS. D. PASSENGER LOADING AREAS SHALL BE PAINT STRIPED AT 45° ANGLE, EACH 6" WIDE STRIPE APPLICABLE ADAAG SPECIFICATIONS. B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT PLAN FOR LOCATION AT 24" ON CENTER. "� ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING TRUNCATED DOMES C1 ■ I.O 6 SCALE: 1/2"=1'-0" C 1 ■ 1 =07 SCALE: NONE C 1 ■ 1=08 SCALE: 6" = 1'-0" FREEBOARD ELEVATION = 57 Tis* ELEVATION = 55.92' �. .... ��. ,...... ..,......�,.... ELAN = OUTFALL STRUCTURE 1 R1' INV = �i4 Fire' Treatment Volume Recovery by n 1frofl0 POND NOTES A. TREATMENT VOLUME: REQUIRED = 52,309 C.F. REQUIRED (PHOSPHORUS LOADING) = 112,603 C.F. PROVIDED = 113,264 C.F. B. STORAGE VOLUME: PROVIDED = 215,792 C.F. SEE STORMWATER CALCULATIONS C. ALL POND CONSTRUCTION PER ST. JOHNS WATER MANAGEMENT DISTRICT REGULATION OF STORMWATER MANAGEMENT SYSTEMS APPLICANT'S HANDBOOK. Treatment Volume Storage C101=10 ■ 1-11 PLAN VIEW POND CROSS SECTION SCALE: NONE SCALE: 1/4" =1'-011 OWN ELEVATION = 56.00' Peak a�tte u�ltion Storage1 POND[ =53.00' S.H.W.T. =50.00' 4 A' ELASTOMERIC 6X6 - W2.9XW2.9 W.W.F. Y" ELASTOMERIC EXPANSION JOINT AT ALLOW 3" CLEAR SPACE EXPANSION JOINT 30' ON CENTER FROM ALL EDGES GRADE AT Q v MATERIAL w O TRANSITIONS TO CL BE FLUSH a Q (n d d" ° Q Q w � d e. co �q 0• .°. 4 �4 q .°. �q d - �4 q. A, �q q• A rD W w s ° ° cc . 8 ' ° �8 ° ° �8 d"" ° �8 ° ° t CQ� tl. .d d. o d d. o .d d. •d °d. d '" .d tl. °d° �4 Q° •° �4 o A �4 q° •°. �4 q° A° �q .. . 'e . a ' 4 q° .°° .° 11 2811 \\/\%/ AT 2ARS 4" O.C. ' \��\\\\\\/\\/ 8 SUBBASE COMPACT 4 #5 RE -BAR CONTINUOUS 1-0 AROUND PERIMETER. ALLOW " BASE 98 /o OF OU 0 3 STANDARD CLEAR SPACE FROM ALL EDGES PROCTOR SUBGRADE APRON NOTES O O S PER IL SO A. PROVIDE SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS REPORT B. FILL ALL JOINTS WITH BITUMINOUS SEALANT C. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI D. LIGHT BROOM FINISH ON ALL SURFACES E. PROVIDE Y8" WIDE x 1Y4" DEEP CONTROL JOINT AT 10'-0" ON CENTER EACH DIRECTION F. ALL DRIVEWAYS SHALL BE A MINIMUM OF 6" THICK, 3,000 PSI CONCRETE. CONC TURN DOWN EDGE C1 m 1 -O 4 SCALE: 1"=1'-0" SOD .001 2'00' 3'-0" 0 Q o CD C�� C �__-- OUTLET 2"x3/4" DIA. BOLT SET IN EXPANDABLE GROUT (TYPICAL OF 4) SKIMMER TOP=56.15' PEAK STAGE ELE.=55.92'_ INV. SKIMMER BOTTOM=54.15'— C 1 ■ 1-11 PLAN VIEW c1,1 og RIP -RAP PROTECTION SCALE: 1/4" =1'-011 2"x3/4" DIA. BOLT SET IN EXPANDABLE GROUT (TYPICAL OF 4) SKIMMER TOP=56.15' PEAK STAGE ELE.=55.92'_ INV. SKIMMER BOTTOM=54.15'— C 1 ■ 1-11 OUTFALL STRUCTURE SCALE: NONE ,::. », »: ATTACH ALUMINUM SKIMMER ON HEADWALL PER S.J.W.M.D. SPECIFICATIONS. SKIMMER TO BE CONSTRUCTED TO PROVIDE 6" BELOW THE OUTFALL ELEVATION. RIPRAI I V ��I 11 I PER FDOT STANDARDS AND SPECIFICATIONS. CI WHITE OR YELLOW PAINT FIGURE G :..:.::::.......:. PAINT CONTRASTING BACKGROUND. N BACKGROUND 0 >•��PAINT REQUIRED IF Q if E R YELL ; ; WHIT O OW FIGURE N BLACK Gu s o c 21-011 0 »; � 51-011 ASPHALT. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED 6" FROM ACCESS DRIVE, INTO PARKING SPACE. SYMBOL OF ACCESSIBILITY C1 A =0 5 SCALE: 3/4"=11-0" WVIVII /1W1Lv L/11111 I SECTION A -A (2) #5 BARS CONT. SOD Z ON EACH SIDE OF RIP RAP. SEED OUTSIDE OF 2' SOD STRIP. GEOSYNTHETIC FABRIC EXTEND 6" BEYOND RIP RAP AND BURY WITH TOPSOIL. #5 VERT. BARS AT 2-0" O.C. MAX. CONCRETE HEADWALL (1) #5 BAR CONT. SECTION "A" STRUCTURE NOTES ALL CONSTRUCTION PER 2006 FDOT DESIGN STANDARDS INDEX. ELEVATION TNI partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago 9 Columbus Dallas Los Angeles Miami Sacramento I 3050 MELLONVILLE AVE. SANFORD, FL 32777 APR 0 4 2001 REVISIONS PROTOTYPE STORE NUMBER Uj WD PROJECT NUMBER Q EFLDV0003 W C1.1 �t ..,. .................. .,,. Ffle: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_c01-01.dwg Saved: 3/12/2007 3:29 PM (wda492) Plotted: 3/28/2D07 11:34 AM (aplot) : �>> r.>> ice:: nr `r79 :l:i�iii33.... �i Y:::..:i :nniiJ:ir:'�iA*.. i;:f. f. .:..i «.ii:: ,i4i3 :..i, is .i:. i,F. i�s3'im ;:.»%;Ys?i'sE?i s:is;;:::"'t:.;i i:iffl;.M i...; ......... .......... .. ...... ..........Flri/.,... .....yam... .. ... ... ::�: Y9,ui�;:::.:-- i i.f::-.:i :. n:.:.: i�hr3:sir:��:eii��:�:��r:��i: �::-- :n»::-� t��:.:.. :��:��.... ,� si:u��--:.sc•'>....,f�*`nz%!:%3:%•%:'"%i%3: s:•%v:%3:% �<i:i:: ....... ....... ......� a.:! ..... ..... .........�' a.v.y: ?� ........... ....... :.. -:`:. .... .... -: : �}'nX..i..<�. �l/ .....��.<.. ......... cW.:... .. .... .....................<....:.c!c*k£`.......fa..G.../.<....t.`...<....�cf. .......... ... ..... ........ ......... ......... .... .. ... .... .. . ... ..... ......... .........:.f ........ ...... .. . .:. .... f.............:. ...-.. .... . -:.:.. .. ........ ..... Fes.. ........ ......... ......... .......�� :..../ ......... ......... .. ....,.. .... ... . .. ... .. ... ... .. ....<?k✓:..kffcY....<. �.i ... ..lye!/ ..........!�."�.'`.'.< ......... ... .. .... � PER 1RPi � \ P� M BN R & RG GN, GNPUN �g01911 ONA J RAILROAD CROSS GUARD POLE — AIRPORT BOULEVARD DEVELOPABLE AREA 73,338 SQ.FT. 70% IMPERVIOUS = 51,337 SQ.FT. 3� KEYED NOTES O PROPOSED STORM STRUCTURE. SEE STORM WATER PLAN. OPAVEMENT SHALL BE FLUSH WITH WALK IN HANDICAP PARKING AREA. SEE DETAIL C1.1.07. O3'-0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT-OF-WAY. CROSS SLOPE IS NOT TO EXCEED 2.00%. OPROPOSED RAILROAD SPUR. SEE DRAWINGS BY OTHERS FOR PROFILE, RADII, AND SLOPES. O RETENTION POND MAINTENENCE BERM. O SWALE PER 2006 FDOT DESIGN STANDARDS INDEX No. 281. GRADING LEGEND EXISTING SPOT ELEVATION: EXISTING CONTOUR: PROPOSED RUNOFF FLOW: PROPOSED SPOT ELEVATION: PROPOSED SPOT ELEVATION: (AT WALL) PROPOSED CONTOUR: CROWN: EMERGENCY OVERFLOW ROUTING: ADA ACCESSIBLE ROUTE: (SEE KEYEDNOTE #3) PROPOSED SWALE CENTERLINE: 58 2.1 % 00.00 00.50 TW/BW •---- �58 0 0 IV v v BENCHMARK INFORMATION BENCHMARK: #BM #1 SEMINOLE COUNTY BENCHMARK #1710401 *OFFSITE ELEVATION ................... 56.987 GRADING NOTES O S A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING,Y2", AND SHALL BE A MINIMUM OF 48" IN WIDTH. B. WALKING SURFACE CROSS SLOPES SHALL NOT EXCEED A" PER FOOT. C. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE GRATINGS SHALL BE LIMITED TO Yz" IN THE DIRECTION OF TRAFFIC FLOW. D. ON ACCESSIBLE ROUTES, WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 V:20H, IT SHALL COMPLY WITH THE PROVISIONS OF A PEDESTRIAN RAMP. E. PER ADA STANDARDS FOR ACCESSIBLE DESIGN 4.5.2: ON ACCESSIBLE ROUTES, CHANGES IN ELEVATION UP TO A" ARE ALLOWED. CHANGES GREATER THAN Y4" MUST BE BEVELED NO GREATER THAN 1V:2H AND CHANGES GREATER THAN X" SHALL COMPLY WITH REQUIREMENTS FOR CURB RAMPS. F. NO SLOPE SHALL BE GREATER THAN 1V:2H. G. ALL WALKS WITH CONTINUOUS SLOPE SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. H. ASPHALT ELEVATION ADJACENT TO CATCH BASINS TO BE Y" ABOVE RIM ELEVATION SHOWN FOR CATCH BASIN (TYPICAL). H. INSTALL ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO THE START OF ANY GRADING ACTIVITIES. REFER TO THE EROSION CONTROL PLAN FOR DETAILS AND PROCEDURES. I. NO GRADING ACTIVITIES SHALL BE PERFORMED OFF-SITE WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ADJACENT PROPERTY OWNER AND LOCAL JURISDICTION. J. EXISTING GRADES SHALL BE MATCHED ALONG THE PERIMETER OF THE SITE. K. SOILS IMPORTED INTO THE SITE FOR STRUCTURAL FILL SHALL BE CLEAN AND FREE OF ORGANIC MATERIALS. Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call wWw.callsunshine.com 1-800-432-4770 CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES, TYPES, AND LOCATIONS SHOWN ON PLANS. ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS, THESE PLANS, AND/OR GOVERNING REGULATIONS. 0 30 60 120 SCALE: 1" = 60.00' o Z IWTM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS z a J 0. 0 PROTOTYPE STORE NUMBER WD PROJECT NUMBER EFLDV0003 UJ C2 CIO _. »: - .. i�::i��:: ...:iii: ::> : .. : iii i:...»n�: i. _. -:--�» : ...�. .. ......... ::: :: .... ::i.:f T.. :in: «.:. ✓ nnn»:) a....:.. �:��......»:. .....».... .:.:�:� . ... .. M. .. _. > urt•s:��ss»i�» : .. ... . ..........1'. .. ..7i.'.F. .... ......... ...t... <.t «. .x.:,r. r .< ... ......... ......... ......... ...... ••:.:••-..••,. ... ....... .. .. .. - - .. ... ... - ... i .:.: .:a•:•s• » .... ......... ....... .... ......... .:...... ../.- .. ... . ... ..... ... .. ............... ..... .... ............ .... .. ....... .. ...... .......... ........ ..... ..... .. .... ::.::::::...::.::::::.:.:................... .. F«..:f: ........ ......E «.. .�... ... ... ... .. ... ..... ...... ........ ......... ......... ......... .. .. File:\\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_c02-OO.dwg Saved: 3/28/20079:34 AM(wda492) Plotted: 3/28/2007 11:35 AM (aplot) CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES, TYPES, AND LOCATIONS SHOWN ON PLANS. ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS, THESE PLANS, AND/OR GOVERNING REGULATIONS. I II 1 1 1 k I 54-- "- E-11 I V 1 / -57 1 / o �\ 3 / 3 -56� EI/ / / I E / 10,000 SO. FT. / / STORAGE BUILDING / N TOP OF SLAB = 57.50// INV.=55.00 1 f I 5y I I 1 C.O./ i. 0 \\ ` rnl 9 // Ff G / .� 1 � I 1 CA � I i 1 / I 1 l I 1 / \ F I y \ D \ \ irs z \ A ; \r ; 2 \ \cr \ \ \ 2 \ I w ......:.\ 01 ALL STORMWATER DRAINAGE SYSTEMS (PIPES, INLETS, SWALES, PONDS, ECT.) SHALL BE MAINTAINED BY THE PROPERTY OWNER. 20,000 SQ. FT. MILLWORK BUILDING TOP OF SLAB =58.00 INV. = 55.50 E \ : PRO2O= RRE LINE EPSEMENT ;» / " \ 04 .-57'-- E / 18449`08" E_ 421,18 I 37 ... 3 1 20 LINEAR FEET OF 12" HDPE AT 3.25% SLOPEO 6" HDPE STORM LINE FROM DOWNSPOUTS, USE BOOT CONNECTION AND EXTEND TO .. .. :::::::::::.. ......... DRAWINGS. PROVIDE CLEANOUTS AS SHOWN BY "CO" .. ....... .. ........ _`�i�/. .... ... ..... ::: .3 ,.:.....'�3$'..a°�F�i.{..... .... r..,, s. ii u;i:. ., :.. . /?Y/n/5f i.f:/... i(G».: if { ..... .. .. ........ . .. ..... ......... .. . ... .. HEADWALL PER S.J.W.M.D. SPECIFICATIONS. SKIMMER TO BE CONSTRUCTED TO PROVIDE O 250 LINEAR FEET OF 54" HDPE AT 0.10% SLOPE 6" BELOW THE OUTFALL ELEVATION AND THE TOP SHALL BE ABOVE THE PEAK STAGE O 152 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE \ # 12,000 SQ. FT. MAIN BUILDING q ' /.=55.5 p� �-- TOP OF SLAB = 58.50 j j:s. KEYED N - -INV.=56.00 -�-� CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY SIZES, TYPES, AND LOCATIONS SHOWN ON PLANS. ALL UTILITY WORK SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCY FOUND BETWEEN THE FIELD CONDITIONS, THESE PLANS, AND/OR GOVERNING REGULATIONS. I II 1 1 1 k I 54-- "- E-11 I V 1 / -57 1 / o �\ 3 / 3 -56� EI/ / / I E / 10,000 SO. FT. / / STORAGE BUILDING / N TOP OF SLAB = 57.50// INV.=55.00 1 f I 5y I I 1 C.O./ i. 0 \\ ` rnl 9 // Ff G / .� 1 � I 1 CA � I i 1 / I 1 l I 1 / \ F I y \ D \ \ irs z \ A ; \r ; 2 \ \cr \ \ \ 2 \ I w ......:.\ 01 ALL STORMWATER DRAINAGE SYSTEMS (PIPES, INLETS, SWALES, PONDS, ECT.) SHALL BE MAINTAINED BY THE PROPERTY OWNER. 20,000 SQ. FT. MILLWORK BUILDING TOP OF SLAB =58.00 INV. = 55.50 E \ : PRO2O= RRE LINE EPSEMENT ;» / " \ 04 .-57'-- E / 18449`08" E_ 421,18 I 37 ... 3 1 20 LINEAR FEET OF 12" HDPE AT 3.25% SLOPEO 6" HDPE STORM LINE FROM DOWNSPOUTS, USE BOOT CONNECTION AND EXTEND TO STORM STRUCTURE. FOR EXACT DOWNSPOUT LOCATIONS, SEE ARCHITECTURAL DRAWINGS. PROVIDE CLEANOUTS AS SHOWN BY "CO" 0 119 LINEAR FEET OF 54" HDPE AT 0.12% SLOPE LUMBEI HEADWALL PER S.J.W.M.D. SPECIFICATIONS. SKIMMER TO BE CONSTRUCTED TO PROVIDE O 250 LINEAR FEET OF 54" HDPE AT 0.10% SLOPE 6" BELOW THE OUTFALL ELEVATION AND THE TOP SHALL BE ABOVE THE PEAK STAGE O 152 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE \ # 12,000 SQ. FT. MAIN BUILDING q ' /.=55.5 p� �-- TOP OF SLAB = 58.50 j j:s. \ c( 1 - -INV.=56.00 -�-� :»..... 491,352'SQ. FT. 11.28 ACRES± 12.00© SQ. FT. v ; 12,000 SQ. FT SHAD 1:3 `s6 RpdLPO� \V� >`\ v,\ OaM��EPSE sX y & s� 5 60 G PRNE3\\ \ \ \ \ V\\ \ PROPOSp JO Dpleo \ \ \ \ '<• \\ 01 � \ \ M t 4,r, 1 C NC. HE N89°59157"E 457.01' / - - _ TO = 55.60 PIN . 18"RCPT- x o 5/- - 556 238,468 SQ. FT. 5.47 ACRES± NOTINCLUDED PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 6, TOWNSHIP 20 SOUTH, RANGE 31 EAST f x i IIF\ � rir� Oton= uLM • x 1 a 1- O 20 LINEAR FEET OF 12" HDPE AT 3.25% SLOPEO 6" HDPE STORM LINE FROM DOWNSPOUTS, USE BOOT CONNECTION AND EXTEND TO STORM STRUCTURE. FOR EXACT DOWNSPOUT LOCATIONS, SEE ARCHITECTURAL DRAWINGS. PROVIDE CLEANOUTS AS SHOWN BY "CO" 0 119 LINEAR FEET OF 54" HDPE AT 0.12% SLOPE O STORM WATER MANAGEMENT OUTFALL STRUCTURE. ATTACH ALUMINUM SKIMMER ON 2 HEADWALL PER S.J.W.M.D. SPECIFICATIONS. SKIMMER TO BE CONSTRUCTED TO PROVIDE O 250 LINEAR FEET OF 54" HDPE AT 0.10% SLOPE 6" BELOW THE OUTFALL ELEVATION AND THE TOP SHALL BE ABOVE THE PEAK STAGE O 152 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE (55.78'). SEE DETAIL C1.1-11 O CONCRETE SPLASH BLOCK FOR DOWNSPOUT DAYLIGHTING. SEE ARCHITECTURAL 3 O 167 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE DRAWINGS FOR EXACT DOWNSPOUT LOCATIONS. O ROCK STABILIZATION SURROUNDING OUTLET AND EMERGENCY OVERFLOW. SEE DETAIL 4 C1.1-09. O 140 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE ODRY RETENTION POND. POND LAYOUT PER FIGURE 11-1 OF THE ST. JOHNS WATER MANAGEMENT DISTRICT REGULATION OF STORMWATER MANAGEMENT SYSTEMS O 129 LINEAR FEET OF 42" HDPE AT 0,10% SLOPE APPLICANT'S HANDBOOK. SEE DETAIL C1.1-10 O 140 LINEAR FEET OF 42" HDPE AT 0.10% SLOPE O COORDINATE DOWNSPOUTS WITH RETAINING WALL CONSTRUCTION. MAINTAIN MINIMUM COVER AT ALL TIMES. O192 LINEAR FEET OF 30" HDPE AT 0.15% SLOPE STORM WATER NARRATIVE J� 205 LINEAR FEET OF 30" HDPE AT 0.20% SLOPE STORM WATER RETENTION PROVIDED BY A WET RETENTION POND ON THE SOUTHERN PORTION OF THE SITE. STORM SYSTEM PER ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT REGULATION OF �K 109 LINEAR FEET OF 24" HDPE AT 0.20% SLOPE STORMWATER MANAGEMENT SYSTEMS APPLICANT'S HANDBOOK. STORM SEWER PIPES ON SITE HAVE BEEN SIZED FOR THE 25 -YEAR STORM EVENT. O165 LINEAR FEET OF 18" HDPE AT 1.00% SLOPE ERU CALCULATION OSPECIFICATIONS. 59 LINEAR FEET OF 15" RCP AT 0.30% SLOPE (ENCASE IN CONCRETE PER FDOT BENCHMARK: O 64 LINEAR FEET OF 6" HDPE AT 2.00% SLOPE MINIMUM -$-BM #1 SEMINOLE COUNTY BENCHMARK #1710401 (*OFFSITE) ELEVATION • ................................................. 56.987 G181 EXISTING LINEAR FEET OF 6" HDPE AT 2.00% SLOPE MINIMUM AREA CALCULATIONS BUILDING O 217 LINEAR FEET OF 6" HDPE AT 2.00% SLOPE MINIMUM PRE -DEVELOPED AREA POST -DEVELOPED AREA Q O 15 LINEAR FEET OF 6" HDPE AT 2.00% SLOPE MINIMUM GRA SS............ 461,935 S.F. GRASS ............ 185,528 S.F. BUILDING & PAVING ........... 29,417 S.F. PAVING ........... 305,824 S.F. STRUCTURE SCHEDULE TOTAL.•.•...•.•..491,352S.F. TOTAL.............491,352S.F. STORM SYSTEM NOTES 1 O ENDWALL SEE 2006 FDOT DESIGN 2 O HEADWALL OUTFALL STRUCTURE STANDARDS INDEX No. 250 SEE 2006 FDOT DESIGN STANDARDS A. HDPE PIPES PERMITTED UNDER PAVED AREAS PER DRC MEETING ON OCTOBER 4, 2006. PR. 12 INV. OUT=54.00 INDEX. SEE DETAIL C1.1-11 PR. 12" INV IN=54.65 B. ALL HDPE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M 294 AND MP7-97, O3 POND BOTTOM BUBBLE O CATCH BASIN SEE 2006 FDOT SUCH AS ADS N-12 SMOOTH WALL HDPE OR APPROVED EQUIVALENT. -UP STRUCTURE. SEE DETAIL C4.1-04, DESIGN STANDARDS INDEX No. 233, C. ALL HDPE PIPE SHALL POSSESS MALE AND FEMALE ENDS TO ALLOW OVERLAPPING TYPE G INLET GASKETED PIPE JOINTS PER AASHTO M294. GASKET MATERIAL SHALL CONFORM TO ASTM F 477. - RIM= 56.50 RIM = 56.50 ALL HDPE PIPE SHALL BE CLEARLY MARKED WITH THE FOLLOWING: MANUFACTURERS NAME, PR. 54" INV. OUT= 50.00 PR, 54" INV. IN = 50.14 NOMINAL PIPE SIZE, AND PRODUCT/ EXTRUSION CODE. PR. 30" INV. IN = 50.14 PR. 54" INV. OUT = 50.14 D. HDPE PIPE WITH THE FOLLOWING DEFECTS WILL BE REJECTED FOR INSTALLATION: VARIATION OCATCH BASIN SEE 2006 FDOT O CATCH BASIN SEE 2006 FDOT FROM STRAIGHT CENTERLINE, NON-ROUND PIPE, ILLEGIBLE MARKINGS, DEEP OR EXCESSIVE GOUGES OR SCRATCHES ON PIPE WALL, FRACTURES, PUNCTURES, CRACKS PASSING THROUGH DESIGN STANDARDS INDEX No. 233, DESIGN STANDARDS INDEX No. 233, WALL, DAMAGED/CRACKED ENDS PREVENTING PROPER SEAL. TYPE G INLET TYPE G INLET RIM = 56.05 RIM = 56.05 E. ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF PR. 42" INV. IN= 50.39 PR. 42" INV. OUT = 50.54 STRUCTURE. PR. 54" INV. OUT= 50.39 PR. 42" INV. IN =50.54 OCATCH BASIN SEE 2006 FDOT O CATCH BASIN SEE 2006 FDOT F. ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE NOTED ON PLANS. DESIGN STANDARDS INDEX No. 233, DESIGN STANDARDS INDEX No. 233, G. GENERAL CONTRACTOR TO MAINTAIN STORM SEWER WATER DRAINAGE THROUGH ENTIRE TYPE G INLET TYPE G INLET CONSTRUCTION PROCESS. RIM = 56.05 RIM = 56.05 PR. 42" INV. IN = 50.71 PR. 42" INV. IN = 50.85 H. ALL STRUCTURES LOCATED IN PAVED AREAS SHALL HAVE FINGER DRAINS INSTALLED IN EACH PR. 42" INV. OUT=50.71 PR. 42" INV. OUT = 50.85 DIRECTION CONSISTING OF 10 L.F. OF 4" PERFORATED HDPE PIPE. OCATCH BASIN SEE 2006 FDOT 10 DESIGN STANDARDS CATCH BASIN SEE 2006 FDOT I. WRAP ALL PIPE JOINTS IN FILTER FABRIC PER FDOT DESIGN STANDARD, INDEX No. 280. SEE INDEX No. 233, DESIGN STANDARDS INDEX No. 233, SHEET C5.2. TYPE G INLET TYPE G INLET RIM = 56.05 42" INV. OUT = 50.98 RIM = 56.05 y J. ALL HDPE PIPE SHALL BE INSTALLED PER MANUFACTUROR'S SPECIFICATIONS. Y PR. 42" INV. IN = 50.98 PR. 42" INV. OUT = 51.12 11 BASINCATCH OFDOT CATCHBASIN OO ERU CALCULATION DESIGN STANDARDS DESGNTANDA DSINDEEXNo.233, INV, 12" RCP = 55.58 TYPE G INLET TYPE G INLET 305,824 S.F. / 2126 S.F. = 144 ERU RIM = 57.10 PR. 30" INV. OUT = 50.43 RIM = 56.55 PR. 30" INV. IN = 50.43 PR. 30" INV. OUT = 50.84 PR. 18" INV. IN = 50.43 PR. 24" INV. IN = 50.84 13 CATCH BASIN SEE 2006 FDOT 14 CATCH BASIN SEE 2006 FDOT DESIGN STANDARDS INDEX No. 233, DESIGN STANDARDS INDEX No. 233, TYPE G INLET TYPE G INLET RIM =54.25 RIM =57.15 PR. 24" INV. OUT = 51.06 PR. 18" INV. OUT = 52.08 EMSTING BUILDING O 15 FLARED CONCRETE END SECTION O 16 FLARED CONCRETE END SECTION '< SEE 2006 FDOT DESIGN STANDARDS SEE 2006 FDOT DESIGN STANDARDS INDEX No. 270 INDEX No. 270 PR. 15" INV. IN = 57.85 PR. 15" INV. OUT = 57.67 TM ,W partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento Q 3050 MELLONVILLE AVE. SANFORD, FL 32771 ANft A ')R(17 REVISIONS J CL Uj PROTOTYPE _ Q STORE NUMBER WD PROJECT NUMBER EFLDV0003 C3 co File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_co3-OO.dwg Saved: 3/26/2007 9:08 AM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) .s, ....... . . xxXx .. ......... .. ::::.::::: ::» .::::�::::�::: »:::: s» :.: ::.i �::innnnnnnnnnnnnn�: ..2' ./.:�.:... . ... ........................................:.:..:r,:.::.:.:.:...:�...:.:..................:nnnnnnnnnnnn�.:...,.....:.............................................................t,.;v,.E.:::::................................................................ ..::. ........ ...:... :.:. .:.. .. . - .:. .: DEVELOPABLE AREA 73,338 SQ. FT 70% IMPERVIOUS = 51,337 SQ.FT. GRADING &EROSION LEGEND STABILIZED CONSTRUCTION ENTRANCE: (SEE DETAIL C4.1-01) INLET PROTECTION: (SEE DETAIL C4.1-02) SILT FENCE: (SEE DETAIL C4.1-03) TEMPORARY SOIL STOCKPILE AREA: EXISTING CONTOUR: PROPOSED CONTOUR: EMERGENCY OVERFLOW ROUTING: STRAWBALES. SEE DETAIL 04.1.05. B v-, :',...: a . a ..•.. rs'--i S S LS -i SF 70 57 V ............ — ,,.:...:.»....: ......::::.:..:..:..,» SCOPE OF EROSION CONTROL THE CONTRACTOR SHALL CONTROL SOIL EROSION RESULTING FROM THE PROPOSED IMPROVEMENTS. THE USE OF SILT FENCING, JUTE MATTING, TEMPORARY SEEDING, SILT CHECKS, INLET PROTECTION AROUND ALL CATCH BASINS, STABILIZED CONSTRUCTION ENTRANCE(S),ETC. MAY BE REQUIRED, REFER TO PLAN. SEDIMENT CONTROL STRUCTURES/DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ST JOHNS RIVER WATER MANAGEMENT DISTRICT REGULATION OF STORMWATER MANAGEMENT SYSTEMS APPLICANT'S HANDBOOK. SEDIMENT CONTROL DEVICES MUST BE INSTALLED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUED INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THE APPROVED STORMWATER POLLUTION PREVENTION PLAN IF APPLICABLE, OR AS DETAILED ON THE CONSTRUCTION PLANS, AS SPECIFIED BY THE CITY OF SANFORD, SEMINOLE COUNTY, STATE OF FLORIDA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE BMP CONTROLS AS SITE CONDITIONS WARRANT. MORE CONTROLS MAY BE REQUIRED PER SITE CONDITIONS. THE CONTRACTOR SHALL INCLUDE THESE COSTS IN THE BASE BID. ANY AREA WHERE EROSION IS OBSERVED MUST BE ADDRESSED BY THE CONTRACTOR, WHETHER SHOWN ON THE PLANS OR NOT. IN THE CASE THAT DOWNSTREAM EROSION IS OBSERVED, THE CONTRACTOR MUST CONTACT THE ENGINEER OF RECORD FOR RECOMMENDATIONS. PERMANENT EROSION CONTROL, TURF ESTABLISHMENT, AND SOIL STABILIZATION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE INTENT OF THIS PLAN IS TO PROVIDE GUIDANCE FOR PLACEMENT OF BEST MANAGEMENT PRACTICES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CLEANING AND DISPOSAL OF ANY DEBRIS TAKEN OFF SITE. CONTRACTOR IS RESPONSIBLE FOR ALL FINES AND FEES FOR IMPROPER PLACEMENT OR MAINTENANCE OF CONTROLS. Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callsunshine.com 1-800-432-4770 0 30 60 120 SCALE: V = 60.00' Al. z IW!4 rypners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS PROTOTYPE STORE NUMBER WD PROJECT NUMBER EFLDV0003Cr) File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_Sanford\dvslcivil\efldv0003e_cO4-0O.dwg Saved: 3/28/2007 9:31 AM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) - M FDOT DITCH BOTTOM INLET, TYPE H OPENING IN SIDE WALL- 54" HDPE FDOT STANDARD SUMP --, #4 STONE a ; WRAPPED WITH FILTER FABRIC (2'X2'X2) FRONT VIEW EL, 56.50 0 N E L. 54.50 r - T .17 BOTTOM OF POND EL 53.00 EL. 50.00 o� EL. 56.50 o 5 00 SIDE VIEW NOTES A. STORM STRUCTURE CONSTRUCTION SHALL COMPLY WITH FDOT STANDARD DRAWING 232 (DITCH BOTTOM INLET, TYPE H). THIS INCLUDES ALL REINFORCING, MATERIALS, WALL THICKNESS, PENETRATIONS, GRATE AND ACCESS DETAILS, B. SUMP BOTTOM TO BE PROVIDED PER FDOT STANDARD DRAWING 201. POND BOTTOM BUBBLE UP C4m 1 m04 SCALE: 3/16"=T-0" BINDING WIRE OR TWINE FILTERED RUNOFF - STAKED AND ENTRENCHED STRAW BALE SEDIMENT LADEN RUNOFF COMPACTED SOIL TO PREVENT PIPING NG IN VALL rfOM PONE 53.00 CII I Al I nAnC+%nnT'u NOTES POINT "A" MUST BE HIGHER THAN POINT "B" A. ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED. STRAW BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES RATHER THAN ALONG THE TOPS AND BOTTOMS OF THE BALES (TO PREVENT DETERIORATION OF THE BINDINGS) B. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND THE LENGTH OF THE BARRIER TO A MINIMUM DEPTH OF 4". AFTER THE BALES ARE STAKED AND CHINKED (FILLED BY WEDGING) WITH STRAW, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND BUILT UP TO 4" ON THE UPHILL SIDE. C. EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO STAKES OR REBAR DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN DEEP ENOUGH INTO THE GROUND TO SECURELY ANCHOR THE BALES D. GAPS BETWEEN BALES SHALL BE CHINKED WITH STRAW TO PREVENT WATER FROM ESCAPING BETWEEN THE BALES. LOOSE STRAW SHALL THEN BE SCATTERED OVER THE AREA IMMEDIATELY UPSTREAM FROM A STRAW BALE BARRIER TO INCREASE BARRIER EFFICIENCY. E. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. STRAW BALE FILTER C4ml w05 SCALE: NONE .f. 50'-0" MINIMUM 3Y" DIAMETER COARSE ROCK FILTER CLOTH ENCASING LU ENTIRE STABILIZED ROCK cu ENTRANCE SIDES AND BOTTOM -1 ' - Design AG DoublewatlShe%t -1 .a d. °.a d. °.a d. °.a d. °.a d. °.a d. I/[ d. o.a 4'-0" S y M ADJACENT k AX ACCESS TABLE BERM SECTION NOTES A. STONE SIZE - USE #2 STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT B. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET C. DEPTH - NOT LESS THAN SIX (6) INCHES D. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS E. FILTER CLOTH - PLACE OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE F. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL, MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED G. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. H. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. USE WATERING TRUCK OR ONSITE SUPPLY AS AVAILABLE. I. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT STABILIZED CONSTRUCTION ENTRANCE C4ml -O l SCALE: NONE BEAVER DAM FOR FLAP VELCFOLD O CLOSURE OVER TO ,F 2'-0" MIN HEIGHT OF FABRIC ABOVE 5 0 M11 SN To 8'�O Mq� CURB INLETS ENCLOSE GRATE o00o GRADE FASTENED TO POST AND CURB AND = - WIRE TYPICAL OF EACH METHOD - - - GUTTER INLET LIFTING STRAPS ALLOW EASY -______ _= wJ 8" MIN DEPTH OF FABRIC BELOW GRADE MOVEMENT OF UNIT WHEN SLICING METHOD IS USED. 4 STANDARD FABRIC ORANGE WOVEN48 MIN. FENCE POSTS, D °. RIVEN MINIMUM 24" O OVERFLOW GAP MONOFILAMENT �0 s INTO GROUND. INSTALL POST BEFORE A Q **LOW PROFILEWITH GUTTER D ANDY BA G COMPACTING G BACKFILL IF TRENCHING NG METHOD SLICING IS USED. POST INSTALLED AFTER FOR SAFETY AND CURB APPEAL _� / � \ A COMPACTION METHOD GRATE WHEN SLICING METHOD IS USED. "DESIGN CONFORMS TO CATCH BASIN U > p m O ALL SHAPES F m 0 CONCRETE CURBS TRENCHING METHOD; FABRIC MATERIAL TO BE m m 0 DANDY BAG ¢ n n u n -' LL¢�' FLOW PLACED IN 6x6 TRENCH WITH L SHAPED DOGLEG „� N FOR CATCH BASINS BEFORE BACKFILLING NOTES c ING AND COMPACTING THE SOIL --� z m S A.IN T - ALLATION: THE DANDY PRODUCT SHOULD BE OVER PLACED C O R THE GRATE AS THE GRATE SPEIFICATIONS _ C STANDS ON END. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW ON POUCH, -� 00 POSTS: " " " " " F- STEEL EITHER T OR U TYPE R 4 HARDWOOD 0 AR WOOD ON THE BOTTOM BEL W- o cn 0 GRADE SIDE OF THE UNIT. A U T ATTACH ABSORBENT PILLOW TO TETHER LOOP. TUCK THE ENCLOSURE FLAP INSIDE TO COMPLETELY ENCLOSE THE GRATE. HOLDING THE FENCE: WOVEN WIRE, 141/2 GA. 6" MAX. MESH OPENING N 0 FILTER CLOTH: FILTER X MIRAFI 100X ED E OR APPROVED QUAL LIFTING DEVICES D T O NOT RELY ON LIFTINGDEVICES TO SUPPORT THE ENTIRE WEIGHT OF THE TH: GRATE), PLACE THE GRATE INTO ITS FRAME. FOLLOW ALL MANUFACTURES RECOMMENDATIONS. PREFAB UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL TRENCHIN G B. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM SURFACE AND NOTES METHOD VICINITYF 0 UNIT AFTER EACH STORM EVENT. REMOVE SEDIMENT THAT HAS ACCUMULATED A. WOVEN WIRE FENCE T FASTENED 0 BE ST NED SECURELY TO FENCE POSTS W/ WIRE TIES OR STAPLES. WITHIN THE CONTAINMENT AREA OF THE BEAVER DAM AS NEEDED. IF USING OPTIONAL OIL B. FABRIC FASTENED SECURELY TO FENCE W/ TIES SPACED AT 24" AT TOP AND MID SECTION. ABSORBENTS; REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION. C. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL OVERLAP BY (6) INCHES. C. ONLY APPROVED EQUALS WILL BE ACCEPTED. D. LOCATE POSTS DOWN SLOPE OF FABRIC FOR FENCE SUPPORT. MANUFACTURER: DANDY PRODUCTS, INC.2011 R HARRISBURG PIKE, GROVE CITY, OHIO 43123 E. MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL AND AS NEEDED, SEDIMENT TO (614) 875-2284 BE REMOVED WHEN "BULGES" DEVELOP. INLET PROTECTION SILT FENCE C4m 1 m02 SCALE: NONE C4.1-03 SCALE:3/8"= V-101" r>wade Meta( Products, Inc, Ca aclt p y ------------_ 300 Gallons _ ------ Heads Prl�,4r 1o_Gau y -- 9 ?____ Paint Ext. WY1ite Ure11at�e _-___-----than------ Stwte Route 305 PO .box 10 Design AG DoublewatlShe%t -1 Primary 12�GauAgf - Pnint Int. BOO -92&-5243k -Pard, Ohlo 44424 ti BOQ-els-43 Nix. 1-330-772-330Code ----__ UL 2 Flameshleld-- _ �____ Hearts Secondary r Gauge Inks#ore.cOai Test Pres. 5 Phi -------_----,-, Shelt Secondary -_--__- _10 _ _ Gauge - Weight Empty 850 1b5. -- Rev,fi Date, 1Vwr ft *+w 1+4 Tank For stationary use only 38' 60' Palmary 3' EV �• ,, ,,. Dpeninq �. Secondary 2' Monitor (Male NPT> 1 I �• CC 9.5' Custor9er :------ 84 Lumber _.....-....__._ Dr''g. Date's 9^26-06__ _ Quoted Lead 7lmes ReOn Upon Receipt of signed Approved Drawing, Which Must be Re -turned 13EFbrP Proclur-tiny, ren 7 C4.1-06 DIESEL STORAGE TANK SCALE: NONE ----- 28' 1/4' x 4' Flat Bar Drawing Approved By --------------------------- - SOIL EROSION CONTROL NOTES ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL STANDARDS. AN EPA EQUIVALENT NOTICE OF INTENT LETTER SHALL BE POSTED IN THE JOB TRAILER AT ALL TIMES. THIS SITE SHALL BE PROTECTED BY MEANS DESCRIBED IN THE ACCOMPANYING PLANS. IF THERE ARE ANY QUESTIONS REGARDING EROSION CONTROL MEASURES, THE CIVIL ENGINEER OF RECORD MUST BE CONTACTED. A COPY OF THIS SHEET AND THE EROSION CONTROL PLAN MUST BE KEPT ON-SITE THROUGH THE DURATION OF CONSTRUCTION ACTIVITY. ANY CHANGES MADE TO THIS PLAN MUST BE NOTED, DATED, AND INITIALED BY THE GENERAL CONTRACTOR. I. GENERAL THE INTENT OF THIS PLAN IS TO CONTROL EROSION AND RESULTING SILT TRANSPORTATION OFF SITE. THE ITEMS INDICATED ARE THE ENGINEER'S BEST ESTIMATE OF REQUIREMENTS; MORE CONTROL MAY BE NEEDED DEPENDING ON SITE CONDITIONS, SEASON, ETC. CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH THIS INTENT. ALL CHANGES TO THE SWPPP MUST BE NOTED. A. BEST MANAGEMENT PRACTICES PLAN, WITH ALL SEDIMENT AND EROSION CONTROL PLANS, SHALL BE KEPT ON-SITE WITH COPIES OF ALL INSPECTION REPORTS. B. EXISTING TOPOGRAPHY AND PROPOSED TOPOGRAPHY ARE SHOWN ON THE GRADING PLAN. C. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY LAND DISTURBING ACTIVITY TAKING PLACE. D. OTHER FEDERAL, LOCAL, OR STATE STATUTES OR REQUIREMENTS THAT MAY AFFECT THE PERMIT REQUIREMENTS FOR THIS SITE: 1. NPDES CONSTRUCTION STORM WATER MANAGEMENT DISCHARGE CRITERION 2. UNITED STATES ARMY CORPS OF ENGINEERS 3. LOCAL SEDIMENT CONTROL ORDINANCES 4. HAZARDOUS WASTE CONCERNS 5. PROTECTED SPECIES, HISTORICAL PRESERVATION, ETC E. MATERIAL NEEDS AFFECTING ENVIRONMENTAL ASPECTS OF THE SITE: 1. HAUL -IN / HAUL -OFF 2. TOPSOIL SPOIL OR HAUL -IN F. PLANNED PHASES OF CONSTRUCTION. 1. FLAG ALL WORK LIMITS. 2. CALL THE FLORIDA UTILITY P ROTECTIONERVI S CE TO VERIFY LOCATION OF ANY EXISTING UTILITIES TWO 2 WORKING DAY PRIOR S 0 TO START F () 0 CONSTRUCTION. 3. NOTIFY SEDIMENT CONTROL INSPECTOR TWENTY-FOUR 24 HOURS PRIOR TO START OF CONSTRUCTION. 4. IDENTIFY AND PROTECT ALL EXISTING VEGETATION TO REMAIN. 5, PERFORM CLEARING AND GRADING REQUIRED FOR INSTALLATION OF PERIMETER CONTROLS. 6. INSTALL PERIMETER RUNOFF CONTROLS; NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL BEFORE PROCEEDING FURTHER. 7. INSTALL STORM DRAINAGE PROTECTION. 8. CLEAR AND STABILIZEN CO STRUCTION ACCESS. 9. COMPLETE ALL REQUIRED STOCKPILING, SITE CLEARING, AND GRADING. 10. APPLY TEMPORARY EMPORARY OR PERMANENTTABIL S RATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS WHERE WORK MAY BE DELAYED OR IS COMPLETE. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN SEVEN (7) DAYS. 11. CONSTRUCT PARKING LOT BASE BUILDING FOUNDATION, AND INSTALLIT S E UTILITIES. 12. WEATHER -IN BUILDING. 13. COMPLETE PARKING LOT CONSTRUCTION. 14, COMPLETE FINAL GRADING, STABILIZATION, AND LANDSCAPING. 15. NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE SEDIMENT AND EROSION CONTROL MEASURES. 11. IMPLEMENTATION PLANNED CONSTRUCTION PHASING AND SPECIFIC REQUIRED SEDIMENT AND EROSION CONTROL MEASURES. A. PHASE 1: TOPSOIL STRIPPING AND STOCKPILING - THIS IS THE PHASE AFTER ALL DEBRIS REMOVAL. TOPSOIL WILL BE STRIPPED AND STOCKPILED ON THE SITE AS SHOWN ON THE PLANS. THE FOLLOWING REQUIREMENTS WILL APPLY DURING THIS PHASE OF CONSTRUCTION: 1. CONSTRUCTION OF A "STONE" CONSTRUCTION ENTRANCE SHALL BE COMPLETED TO PREVENT SILT FROM BEING DEPOSITED ON ROADWAYS. 2. SILT FENCES AND/OR DIVERSIONS DIRECTING RUNOFF TO TEMPORARY SEDIMENT BASINS SHALL BE PLACED ON THE DOWNHILL SIDE OF WHEREVER DIRT HAS BEEN DISTURBED BY GRADING TO PREVENT SILT FROM LEAVING THE SITE. SPECIFIC ATTENTION SHOULD BE PAID TO CULVERTS AND CONSTRUCTION ENTRANCES. 3. ALL DEBRIS SHALL BE KEPT AWAY FROM DITCHES AND STREAMS TO PREVENT RUN-OFF ACCUMULATION WILL NOT CARRY DEBRIS DOWNSTREAM. 4. SILT FENCES OR DOUBLE SILT FENCES SHALL BE INSTALLED ALONG THE LOW SIDE OF THE SITE WHERE RUN-OFF FROM THE WORK AREA WILL LEAVE THE SITE OR ENTER A DITCH. 5. SILT TRAPS AND SEDIMENT BASINS SHALL BE INSTALLED WHERE SHOWN ON THE PLANS IN ACCORDANCE WITH DETAILS SHOWN TO CATCH AND FILTER RUN-OFF PRIOR TO DISCHARGE FROM THE SITE 6. ADDITIONAL SILT FENCING AROUND THE STOCKPILE AREA SHOULD BE INSTALLED TO PREVENT SILT WASH OFF FROM THE SITE. B. PHASE 2: GRADING OPERATIONS - THIS PHASE IS THAT TIME WHEN EARTH IS BEING MOVED FROM ONE PORTION OF THE SITE TO ANOTHER OR IS BEING HAULED INTO OR HAULED OFF FROM THE SITE. THIS IS A CRITICAL TIME WHEN SEDIMENT AND EROSION CONTROL FACILITIES MUST BE CONTINUALLY CHECKED TO ENSURE EFFECTIVENESS. MEASURES SHOULD BE CHANGED OUT AS OFTEN AS REQUIRED TO MEET DEMANDS OF CURRENT SITE CONDITIONS. THE FOLLOWING WILL APPLY TO THIS STAGE OF CONSTRUCTION: 1. ALL SEDIMENT CONTROL FACILITIES REQUIRED AND INSTALLED DURING PHASE 1 SHALL BE LEFT IN PLACE AND MAINTAINED AS APPROPRIATE. 2. WHENEVER A SILT CONTROL FACILITY IS REMOVED BECAUSE OF CHANGING SITE CONDITIONS IT SHALL BE IMMEDIATELY REPLACED WITH ANOTHER MEASURE OF EQUAL OR GREATER EFFECTIVENESS THAT WILL CONTRIBUTE TO THE PROGRAM OF SILT AND EROSION CONTROL. 3. CUT SLOPES SHALL BE PROTECTED BY CONSTRUCTING SWALES AT THE TOP OF CUT SLOPES TO INTERCEPT RUN-OFF. SWALES WILL BE CONSTRUCTED WITH RIP -RAP CHECK DAMS OR SILT FENCES AS NECESSARY TO PREVENT EROSION AND SILTATION. 4. FILL SLOPES SHALL BE PROTECTED BY THE CONSTRUCTION OF BERMS AT THE TOP OF ALL FILL SLOPES TO PREVENT UNCONTROLLED RUN-OFF DRAINING DOWN FACE OF SLOPES. 5. WHEN SHOWN ON PLAN, RUN-OFF DIRECTING BERMS FOR UPGRADE RUN-OFF SHALL BE CONSTRUCTED ALONG SLOPE TO DRAINS THAT WILL CARRY RUN-OFF DOWN THE SLOPE. SLOPE DRAINS SHALL HAVE INLET SILT PROTECTION TYPICAL OF OTHER SITE STORM INLET PROTECTION. 6. SILT FENCES SHALL BE IN PLACE AT THE TOE OF ALL FILL SLOPES. 7. TERRACES, BERMS, AND SWALES SHALL BE CONSTRUCTED AT INTERMEDIATE LOCATIONS THROUGHOUT THE SITE AS NECESSARY TO CONTROL EROSION AND SEDIMENT TRANSPORT. THESE DIVERSION FACILITIES SHALL BE SUPPLEMENTED AS APPROPRIATE WITH SILT FENCES AND RIP -RAP FILTER BERMS TO FILTER ACCUMULATED SEDIMENT FROM RUN-OFF PRIOR TO DISCHARGE FROM THE SITE. 8. SLOPES (CUT AND FILL) THAT ARE CONSTRUCTED IN THE FINAL CONFIGURATION SHALL BE COVERED WITH FOUR INCHES (4") OF TOPSOIL AND GRASSED AND MULCHED AS SOON AS GRADING IS COMPLETED. THIS GROWING VEGETATION WILL GIVE ADDED PROTECTION TO THE SLOPE. 9. PORTIONS OF THE SITE THAT ARE GRADED TO FINAL GRADE AND ARE NOT TO RECEIVE PAVEMENT OR BUILDINGS SHOULD HAVE FOUR INCHES (4") OF TOPSOIL SPREAD OVER THE.SURFACE AND GRASSED AS SOON AS POSSIBLE IN CONSTRUCTION PROCESS. THIS PHASE OF CONSTRUCTION IS CRITICAL IN THE EROSION AND SEDIMENT CONTROL PROCESS. 10. STORM SEWERS SHOULD BE INSTALLED AS SOON AS POSSIBLE IN THE CONSTRUCTION PROCESS AND CONCURRENT TO GRADING OPERATIONS WHENEVER POSSIBLE TO ENSURE A SUCCESSFUL PROGRAM. CONSTRUCTION RUN-OFF SHALL BE DIRECTED TO STORM SEWER SYSTEM AS SOON AS POSSIBLE. C, PHASE 3: STORM DRAINAGE AND UTILITY INSTALLATION PLAN - THIS PHASE WILL BE COMPLETED AFTER OR CONCURRENT WITH THE GRADING PHASE, PHASE 2. STORM SEWERS SHALL BE INSTALLED AND PUT INTO SERVICE AS EARLY IN THE GRADING PROCESS AS POSSIBLE. THE FOLLOWING WILL APPLY TO THIS PHASE OF CONSTRUCTION: 1. ALL ASPECTS OF THE PREVIOUS PHASES SHALL BE MAINTAINED AS APPLICABLE. 2. STORM SEWERS THAT ARE INSTALLED SHALL BE PUT INTO SERVICE IMMEDIATELY. THE INLETS OF ALL STORM SEWERS SHALL BE PROTECTED WITH SILT TRAPS THAT PREVENT SEDIMENT FROM ENTERING PIPE. THIS PROTECTION CAN BE SILT FENCE OR RIP -RAP FILTER BERMS AS APPLICABLE AND SHOWN ON THE PLANS. 3. RIP -RAP AS SHOWN ON THE PLANS AND AS REQUIRED ON THE SITE WILL BE INSTALLED AT EMERGENCY SPILLWAYS TO PREVENT EROSION DUE TO OUTFLOW WATER VELOCITY. RIP -RAP SHALL BE EXTENDED DOWNSTREAM AS NEEDED TO PREVENT EROSION. 4. ADDITIONAL SILT FENCING SHALL BE INSTALLED AS NECESSARY TO PREVENT EROSION AND SILTATION RESULTING FROM STOCKPILED EXCAVATION MATERIAL FROM UTILITY INSTALLATION OPERATIONS. D. PHASE 4: FINISH GRADING, CURB AND PAVEMENT INSTALLATION, LANDSCAPING - THIS IS THE WRAP-UP STAGE WHEN ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES WILL BE PHASED OUT. THE FOLLOWING WILL APPLY TO THIS PHASE: 1. ALL FACILITIES FROM PHASE 1 THROUGH PHASE 4 WILL BE MAINTAINED, MODIFIED, OR REMOVED WHEN APPROPRIATE. 2. SILT TRAPS AROUND DRAINAGE INLETS WILL BE MAINTAINED, MODIFIED AS NECESSARY, AND REMOVED WHEN APPROPRIATE. 3. ALL AREAS NOT RECEIVING PAVEMENT OR BUILDINGS SHALL HAVE FOUR INCHES (4") OF TOPSOIL SPREAD OVER THE AREA AND GRASSED, OR HAVE LANDSCAPING, MULCHING AND/OR SOD INSTALLED PER THE PLANS. 4. CONTRACTOR MAY TEMPORARILY COVER SOME AREAS WITH 2Y2 " THICK GRADED AGGREGATE IN LIEU OF GRASSING FOR TEMPORARY EROSION CONTROL. E. LANDSCAPING/ SEEDING REFER TO LANDSCAPING PLAN FOR ACTUAL REQUIREMENTS FOR THE INSTALLATION OF LIME, FERTILIZER, SEED, AND MULCH. GRASSING OPERATIONS SHALL BE COMPLETED THROUGHOUT CONSTRUCTION PROCESS AT THOSE TIMES WHEN PORTIONS OF THE SITE ARE FINISHED AND READY FOR PERMANENT GROUND COVER. THIS WILL REQUIRE MULTIPLE EFFORTS BY THE GRASSING SUBCONTRACTOR TO STABILIZE ALL IMPACTED AREAS OF THE SITE IN AN ORDERLY FASHION. NO AREA OF THE SITE THAT RECEIVES FINAL GRADE SHALL BE LEFT FOR MORE THAN SEVEN (7) DAYS WITHOUT THE APPLICATION OF SEED AND MULCH. F. INSPECTION AND MAINTENANCE INSTRUCTIONS: THE FOLLOWING WILL APPLY TO'MAINTAINING EROSION AND SEDIMENT CONTROL FACILITIES 1. ALL EROSION SON AND SEDIMENT CONTROL FACILITIES SHALL BE INSPECTED REGULARLY TO ENSURE THEY ARE EFFECTIVE IN THE EVENT OF RAINFALL. MEASURES SHALL BE INSPECTED ONCE A WEEK(MINIMUM) (M NIMUM) AND WITHIN TWENTY-FOUR (24) HOURS AFTER EACH RAINFALL EVENT. ANY DAMAGED OR NONFUNCTIONAL FACILITY SHALL BE REPAIRED OR REPLACED IMMEDIATELY. WEEKLY INSPECTION REPORTS SHALL BE KEPT ON FILE IN THE CONSTRUCTION TRAILER. 2. SEDIMENT TRAPS SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. SEDIMENT SHALL BE REMOVED AND 0 THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF (Y2) THE DESIGN VOLUME OF THE E WET STORAGE. SEDIMENT REMOVED FROM THE TRAPHALL B S E DEPOSITED IN SUITABLE AREAS AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE CONTINUED SEDIMENTATION PROBLEMS. 3. GRAVEL OUTLETS AND CHECK DAMS SHALL BE INSPECTED REGULARLY GULARLY FOR ED S IMENT BUILDUP U LDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS OBSTRUCTED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. 4. SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES ONE-THIRD THE HEIGHT OF THE BARRIER. 5. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NECESSARY. 6. IF ANY FACILITY IS DAMAGED DURING MAINTENANCE, OR OTHERWISE, THE DAMAGED PORTION SHALL BE REMOVED AND REPLACED ACCORDING TO THE ASSOCIATED DETAIL. 7. IF SILT HAS OBSTRUCTED THE SEDIMENT CONTROL FACILITY TO THE POINT OF ELIMINATING ALL FILTERING EFFECTIVENESS, THE STRUCTURE SHALL BE REMOVED AND REPLACED WITH A NEW STRUCTURE IN ACCORDANCE WITH THE ASSOCIATED DETAIL. 8. CONSTRUCTION STAGING AREA SHALL HAVE ADDITIONAL STONE ADDED AS MUD COVERS STONE. UNDER WET SOIL CONDITIONS, TIRES SHALL BE WASHED PRIOR TO ENTERING A PAVED ROADWAY. G. MAINTAINING EFFECTIVENESS: CONTRACTOR SHALL INSPECT OVERALL PERFORMANCE OF EROSION AND SEDIMENT CONTROL FACILITIES AND AREAS DOWNSTREAM. IF SILT IS APPARENT DOWNSTREAM FROM STRUCTURES, SOME FAILURE HAS OCCURRED. IF SEDIMENT IS OBSERVED DOWNSTREAM, NOTIFY THE CIVIL ENGINEER. THE CIVIL ENGINEER WILL INSPECT THE CONDITION AND AFTER INSPECTION, DIRECT THE REMOVAL OF ACCUMULATED SEDIMENT DOWNSTREAM AND ADD ADDITIONAL STRUCTURAL MEASURES AS NECESSARY. CONTRACTOR SHALL IMPLEMENT RECOMMENDED SOLUTIONS TO PROBLEM AREAS AS RECOMMENDED. III. COMPLETION A. PROJECT CLOSE OUT: THE FOLLOWING SHALL BE DONE AT THE END OF THE PROJECT 1. INSPECT SITE TO ENSURE THAT GROUND COVER IS COMPLETE AND ADEQUATE. ALL AREAS SHOULD BE EITHER PAVED OR HAVE SUFFICIENT GROUND COVER (MINIMUM 80% VEGETATIVE COVER) WITH NO APPARENT EROSION. 2. WHEN GROUND COVER INSPECTION IS MADE AND APPROVED, ALL STRUCTURAL EROSION CONTROL FACILITIES MAY BE REMOVED ALONG WITH ANY ACCUMULATED SILT AND DEBRIS. AREAS DISTURBED BY STRUCTURE REMOVAL SHALL BE FINE GRADED, GRASSED, AND MULCHED AS REQUIRED. 3. IF GROUND COVER INSPECTION IS MADE AND PROBLEMS DISCOVERED, PERFORM APPROPRIATE REPAIR MEASURES AND RE -INSPECT PRIOR TO STRUCTURE REMOVAL. 4. ALL CONSTRUCTED AND EXISTING STORM SEWERS SHALL BE INSPECTED UPON REMOVAL OF INLET PROTECTION. STRUCTURES CONTAINING SEDIMENT AND/ OR CONSTRUCTION DEBRIS SHALL BE VACUUM CLEANED PRIOR TO FILING NOTICE OF TERMINATION WITH ENVIRONMENTAL PROTECTION AGENCY. B. MISCELLANEOUS ISSUES 1. NO FUEL OR OIL SHALL BE STORED ON SITE WITHOUT PROPER CONTAINMENT. 2. NO OILS OR GAS SHALL BE DUMPED ON SITE. 3. LOCATION OF TRAILER AND PORTABLE RESTROOM FACILITY SHALL BE FIELD -DETERMINED TO AVOID CONSTRUCTION ACTIVITIES. LOCATION SHALL CHANGE DURING CONSTRUCTION AS NECESSARY. 4. DE -WATERING OPERATIONS ARE REQUIRED ON THIS PROJECT. IF REQUIRED, PUMPED GROUND WATER SHALL BE ROUTED THROUGH SILT CONTROL FACILITY TO FILTER WATER PRIOR TO DISCHARGE. 5. PROJECT SITE SHALL BE KEPT CLEAR OF ALL TRASH AND CONSTRUCTION DEBRIS. CONTRACTOR SHALL HAVE TRASH COLLECTED WEEKLY AND PLACED IN DUMPSTER TO BE HAULED OFF-SITE, 6. ALL WATER SUPPLY WILL BE PROVIDED FROM PUBLIC WATER SUPPLY. 7. ALL HUMAN WASTE SHALL BE IN PORTABLE RESTROOM FACILITY OR IN TOILET CONNECTED TO PUBLIC SEWER SYSTEM. WASTES SHALL BE DISPOSED OF BY A LICENSED VENDOR OR IN A PUBLIC SANITARY SEWER SYSTEM. 8. ANY SPILLED OIL, GAS, ETC. RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE CONTAINED AND CLEANED IMMEDIATELY. CONTAMINATED SOILS SHALL BE DISPOSED OF IN AN APPROVED MANNER AT A LICENSED LANDFILL. 9. DUST SUPPRESSION OPERATIONS SHALL BE PERFORMED BY MEANS OF A WATER TRUCK DISTRIBUTING A FINE MIST OF WATER ON THE SITE SURFACE. CONCENTRATED STREAMS OF WATER SPRAY SHOULD BE AVOIDED. 10. A DESIGNATED CONCRETE SPOILS AREA SHALL BE IDENTIFIED ON THE SITE. ALL AFFECTED SOILS AND CONCRETE SPOILS IN THIS AREA SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF CONCRETE PLACEMENT ACTIVITIES. 11. ANY NON -STORM DISCHARGES SUCH AS, BUT NOT LIMITED TO, FIRE HYDRANT FLUSHINGS, WASH WATERS, DUST CONTROL, IRRIGATION DRAINAGE, ETC., THAT DO NOT CONTAIN HAZARDOUS MATERIALS SHALL BE PREVENTED FROM ALLOWING SEDIMENT TRANSPORT INTO STORM SEWERS. FLUSHINGS THAT CONTAIN HAZARDOUS MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWERS AND SHALL BE COLLECTED AND DISPOSED OF IN AN APPROVED MANNER. lwTM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento a 3050 MELLONVILLE AVE. SANFORD, FL 32771 RM REVISIONS PROTOTYPE STORE NUMBER WD PROJECT NUMBER EFLDV0003 C4. 1 Q H w 0 0 J H Z O V Z O O w File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\clvil\efldv0003e_c04-01.dwg Saved: 3/12/2007 4:15 PM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) ....... ....,rr. ....T F:..i,...., .. :. , :: :: _ _ U ....:. ... ....... :... F.:. F. F. F. F. F.n: ... F.i?: F. -.. [>::i`fi`fi`fi`f:`fiff :///:--.- - ,....... .. M MMN.'.'.:..� fff //. /. /: / <. fffffff .>s��:c��-- ...,........ -f ' -. LEGEND CONC. UTILITY E E ......iifxxxxfq. ::::: ... ::::::::: »: : .. »:/./.././. ::[F ;:.:.:��/ fffffffffl. :��------------- .. .: Fffffffff:..: , ,..�Fffffffff .:.. :. .ffff:::ff :ixxxxxxxxxx• F ::::::::: .: »:::::::: ... ... ....... ...ffffffffffff ..i ...ifffffff:f..:....::....: : :» ::::::::::.: ::::::::. ..:...,::: ......�ffffffffff.. ,ffffffff:. . .. r ::.: .r ,.::.. .� ., .r.. «. ..:: "f y :ii/ a. :./i ilii �:��::�a .. .. . .�,.... :... .-;.::-. 3�[urffr,E�.$.':>�F.:f:: #� ».i.,+:i�3�!::.: - 611F PROPOSED WATER: Iin PO .E SS SS PROPOSED STORM SEWER; w ..... CIRCUIT PROPOSED ELECTRICAL CONDUIT: i� �` SEE ELECTRICAL PLANS PROPOSED IRRIGATION SLEEVE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ SANITARY NOTES GENERAL NOTES r - Ex Gas - EXISTING TELEPHONE: w EXISTING SANITARY SEWER: SLEEVE. (TYP) A. NORTHING AND EASTING COORDINATES PROVIDED ARE TO THE CENTER OF THE PROPOSED l� PROPOSED - Ex Storm - ro � I STRUCTURE AND DO NOT NECESSARILY COINCIDE WITH THE LOCATION OF THE STRUCTURE RIM. ELECTRIC SERVICE. CONTRACTOR TO INSTALL SERVICE PER ALL STATE AND LOCAL C "" EX. SEWER MANHOLE i CODES, POWER COMPANY, N•F.P.A., AND N.E.C. STANDARDS AND COORDINATE WITH THE POWER w TOP = 57.72 COMPANY TO VERIFY THE TRANSFORMER LOCATION, SIZE, ORIGIN OF SERVICE, AND ALL I B. ALL PIPE LENGTHS ARE APPROXIMATE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. STANDARDS FOR WORK. SEE ARCHITECTURAL SHEETS FOR SECONDARY WIRING DESIGN. m L' DIVISION OF WORK SHALL BE AS FOLLOWS It # I � I I PROPOSED POWER POLE PROPOSED 48" SPLICE BOX €€ ro WORK I G EXISTING FIRE fp x,41 PROPOSED 4" IRRIGATION WATER I I HYDRANT. Op C576� WELL. SEE LANDSCAPE PLAN f WOOD UTILITY FOR FURTHER INFORMATION. WOOD UTILITY a POLE POLE I CONC x " UTP TY ° X X w 6 I t PO - Ex OH Elec - - Ex ec - Ex OH Elec I f3 CA TAPUL 0 D °W PROPOSED UNDERGROUND STORM 50,05 SYSTEM (TYP.). SEE STORMWATER PLAN FOR FURTHER INFORMATION. N89049'00"E 421.18' PROPOSED 4" DIAMETER _ PROPOSED ELECTRIC SERVICE SCHEDULE 40 IRRIGATIONEX. SEWER MANHOLE I m I `5A' TOP 58.11 X = PROPOSED TELEPHONE ® I u PROPOSED 2-1/2" SIAMESE FIRE \ I SERVICE. s` DEPARTMENT CONNECTION. I ro PROPOSED PLUG VALVE, PRESSURE SWITCH, AND PUMP :6 { 20,000 SQ. FT.(3)LUMBER 0 xA; ; STATION SIGNAGE. SEE DETAIL MILLWORK BUILDING I C5.3-02. 10,000 SQ. FT. 3 TOP OF SLAB =58.00 •••" STORAGE BUILDING \ EXISTING TOP OF SLAB = 57.50 10 LIN. FT. OF PROPOSED »» I 1 4" GRAVITY SEWER, 12,000 SQ. FT. MAIN BUILDING ' m I BUILDING PROPOSED 2" ELECTRIC TOP OF SLAB = 58.50 € "" PROPOSED 1-1/2" DOMESTIC %" CROSSING ANIr ENr u5 AND1"ADT SECURITY ` COC,I g cc WATER SERVICE. ",: - _ r STORM T. .P.=52.38 TELE u E - 1 4 IN. FT. SERVICE 3 OF PROPOSED 4 ELEC kR - Ff : i SAN. INV. 54.5 ,n ro POLE-E PRESSURIZED SANITARY SEWER LAT : :;. RA L E SS PROPOSED 1"ELECTRIC SERVICE TO SIGN. 8"F 8"F 8 F 8'F ,= : U. MON. WELL / (�iE ;f s ` �: PROPOSED MONUMENT SIGN. TnP .55M UTILITY COMPANY SHALL PROVIDE POLE, PRIMARY CABLE, PRIMARY AND SECONDARY FINAL CONNECTIONS, POLE MOUNTED TRANSFORMER, 48" SPLICE BOX NEAR PROPERTY LINE, METER, METER SOCKET AND CT CABINET. GENERAL CONTRACTOR SHALL PROVIDE SECONDARY CONDUIT, SECONDARY CABLE, CT -METER CONDUIT AND ALL TRENCHING AND BACKFILL REQUIRED FOR SERVICE TO THE SITE. GENERAL CONTRACTOR SHALL COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION AND ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY k \ \ \ \ I" 0 10 \ �RPC CS" Py BCH, SPOpN�K�G PRNE3 1g1� QATE0 J0 x N� Q CD PROPOSED6 SERVICE. PROPOSED UNDERGROUND STORM SYSTEM (TYP.). SEE STORMWATER PLAN FOR FURTHER INFORMATION. PROPOSED SITE LIGHT. (TYP.) 8"X8"X6" OWER/DEFLECT WATER II LINE AT LOADING AREA AND AT ALL UTILITY CROSSINGS TO MEET REQUIRED COVER PROPOSED 8" FIRE `O SERVICE.-------- , ...:: - f CIRCUIT PER ELECTRICAL PLANS PROVIDED BY \ OTHERS. (TYP.) I ------- I »" `PROPOSED LIFT STATION, PROPOSED 8" FIRE SEE DETAIL C5.3-01. SERVICE, 161 LIN. FT. 0 PROPOSED 2�" PRESSURIZED SANITARY SEWER LATERAL. PROPOSED (3) 1" ELECTRIC AND (2) 1 " ADT SECURITY CONDUITS. PROPOSED UNDERGROUND STORM SYSTEM (TYP.). SEE STORMWATER PLAN FOR FURTHER INFORMATION. - 12,000 SQ. FT. STORAGE SHED PROPOSED (2) 1" ELECTRIC AND SECURITY SERVICES 6" FIRE 8"X6"X6" TEE (TYP.) 12,000 SQ. FT. STORAGE SHED PROPOSED 16FIRE LINE EASEMENT [ -PROPOSED 6" FIRE 1 SERVICE. PROPOSED FIRE HYDRANT \ PAINT AND TEST TO CITY OF \� SANFORD STANDARDS cP� EXISTING SANITARY SEWER TO BE \ REMOVED. CUT AND CAP EXISTING LATERAL AT PROPERTY LINE. COORDINATE WITH THE CITY OF SANFORD FOR ALL DEMOLITION REQUIREMENTS. \ : 7 SEWER MANHOLE TOP = 57.35 �P�EF EPSEM�N� PQSEO � S1QRM pR0 PROPOSED FIR SERVICE DETECTOR CHE ASSEMBLY PROPOSED HYDRANT PAINT .., AND TEST TO CITY OF SANFORD °4 STANDARDS \ ON, --'< \ EXISTING FIRE HYDRANT. LEGEND CONC. UTILITY E E UTI \ y 611F PROPOSED FIR SERVICE DETECTOR CHE ASSEMBLY PROPOSED HYDRANT PAINT .., AND TEST TO CITY OF SANFORD °4 STANDARDS \ ON, --'< \ EXISTING FIRE HYDRANT. 1D w i LZ m EXISTING BUILDING UTILITY LINE LEGEND CONC. UTILITY E E UTI TY y 611F PROPOSED WATER: Iin PO .E SS SS PROPOSED STORM SEWER; w ..... CIRCUIT PROPOSED ELECTRICAL CONDUIT: i� �` SEE ELECTRICAL PLANS PROPOSED IRRIGATION SLEEVE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EXISTING WATER: PROPOSED IRRIGATION r - Ex Gas - EXISTING TELEPHONE: w EXISTING SANITARY SEWER: SLEEVE. (TYP) F l� EX SEWER MANHOLE - Ex Storm - ro � TOP = 56.65 6- INV. N. 8" CLAY = 53.62 EX. SEWER MANHOLE i TOP = 57.72 I "n L' I rfm:rae� 1D /, LLJ I# i Cc II I <I` I 0 ole I� � w `° 1D w i LZ m EXISTING BUILDING UTILITY LINE LEGEND CONC. UTILITY E E PROPOSED TELEPHONE: POLE PROPOSED FIRE: 611F PROPOSED WATER: Iin PROPOSED SANITARY SEWER: SS SS PROPOSED STORM SEWER; w ..... CIRCUIT PROPOSED ELECTRICAL CONDUIT: i� �` SEE ELECTRICAL PLANS PROPOSED IRRIGATION SLEEVE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EXISTING WATER: � EXISTING GAS: - Ex Gas - EXISTING TELEPHONE: w EXISTING SANITARY SEWER: - Ex San - EXISTING ELECTRIC: -ExElec - EX SEWER MANHOLE - Ex Storm - TOP = 56.65 6- INV. N. 8" CLAY = 53.62 INV. E. 8" CLAY = 53.52 1D w i LZ m EXISTING BUILDING UTILITY LINE LEGEND PROPOSED ELECTRIC: E E PROPOSED TELEPHONE: T T PROPOSED FIRE: 611F PROPOSED WATER: 1.5W PROPOSED SANITARY SEWER: SS SS PROPOSED STORM SEWER; """"" ..... CIRCUIT PROPOSED ELECTRICAL CONDUIT: i� �` SEE ELECTRICAL PLANS PROPOSED IRRIGATION SLEEVE: ■■■■■■■■■■■■■■■■■■■■■■■■■■■■ EXISTING WATER: - Ex Water - EXISTING GAS: - Ex Gas - EXISTING TELEPHONE: - Ex Tele - EXISTING SANITARY SEWER: - Ex San - EXISTING ELECTRIC: -ExElec - EXISTING STORM: - Ex Storm - HOSE BIB WITH R.P.Z. BACKFLOW PREVENTER PER CITY OF SANFORD SPECIFICATIONS. PROVIDE \AIATrM rMl R A M1 III i'1 .- LIFT STATION NOTES I .r-rsvv1ut vUNI 1 rllii l 1_11- I b I A NUN HUUI- Ur BUILDING AS REQUIRED. 2. PROVIDE 110V RECEPTACLE PER CITY/DEP SPECIFICATIONS. MOUNT TO BUILDING. 3. GROUND FAULT INTERRUPTION PROTECTION TO BE PROVIDED FOR ALL EXTERIOR ELECTRICAL EQUIPMENT. 4. PHASE MONITOR TO BE PROVIDED AT MAIN PANEL IN THE BUILDING. 5. TVSS WILL BE LOCATED AT THE PANEL FOR LIGHTING AND TRANSIENT SURGE PROTECTION. 6. PROVIDE 110V POWER TO LIFT STATION FOR CONTROLS AND ALARMS. C510LIFT STATION LAYOUT SCALE: 1 "=10'-0" PRESSURE TEST REQUIRED CONTRACTOR TO FIELD VERIFY PRESSURE ON EXISTING FORCE MAIN PRIOR TO CONSTRUCTION. EXISTING FORCE MAIN PRESSURE TO BE PROVIDED TO OWNER AND ENGINEER PRIOR TO ORDERING LIFT STATION OR ANY COMPONENTS THEREOF. CONTRACTOR TO COORDINATE WITH SANITARY AUTHORITY FOR ALL PRESSURE TEST REQUIREMENTS AND RECORD PRESSURE ON EXISTING FORCE MAIN FOR A SPAN OF 24 HOURS MINIMUM, PROPOSED TELEPHONE SERVICE. VERIFY EXACT ROUTING AND TERMINATION REQUIREMENTS WITH TELEPHONE COMPANY BEFORE STARTING WORK, CONTRACTOR TO COORDINATE WITH OTHER UTILITIES AND UTILIZE SHARED TRENCHING IF PERMITTED. GENERAL CONTRACTOR TO COORDINATE WITH DEVELOPER AND UTILITY COMPANY ON POINT OF CONNECTION. DIVISION OF WORK SHALL BE AS FOLLOWS: UTILITY COMPANY SHALL PROVIDE ALL CABLE AND WIRING FOR SERVICE. GENERAL CONTRACTOR TO PROVIDE TWO (2) 4" CONDUITS WITH PULL WIRE FROM BUILDING TO THE NORTHEAST PROPERTY CORNER, 3/4"x4'x8' PLYWOOD BACKBOARD WITH #6 awg GROUND WIRE, AND ALL TRENCHING AND BACKFILL REQUIRED FOR SERVICE ONSITE. PROPOSED 1-1/2" DOMESTIC WATER SERVICE. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE 1-1/2" TYPE "K" COPPER WITH SILVER SOLDER. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: GENERAL CONTRACTOR SHALL CONNECT TO EXISTING 3" STUB AND PROVIDE A 3"x1-1/2" REDUCER, PIPING FROM THE PROPERTY LINE TO THE BUILDING, WATER METER PIT PER CITY OF SANFORD WATER STANDARDS, AND 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER ABOVE GROUND. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY WORK. PROPOSED 8" FIRE SUPPRESSION SERVICE. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES UTILITY U L TY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE CLASS 52 DUCTILE IRON PIPE WITH MECHANICAL JOINTS. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF WATER LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS: GENERAL CONTRACTOR SHALL SUPPLY 8" TAP OFF OF EXISTING MAIN LOCATED ON THE EAST SIDE OF MELLONVILLE AVENUE, PIPING FROM THE PROPERTY LINE TO THE BUILDING, CURB BOX, WATER METER PIT PER CITY OF SANFORD WATER STANDARDS, AND 8" DETECTOR CHECK ASSEMBLY ABOVE GROUND. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY WORK. PROPOSED 4" IRRIGATION WATER WELL. PIPING SHALL BE 2" SCHEDULE 40 PVC. DIVISION OF WORK SHALL BE AS FOLLOWS: CONTRACTOR SHALL PROVIDE 4" IRRIGATION WATER WELL APPROXIMATELY 30-40 FEET DEEP. CONTRACTOR SHALL INSTALL PIPING DOWNSTREAM OF THE WELL AND SHALL BE 2" SCHEDULE 40 PVC 18" BELOW GRADE WITH SHUTOFF VALVE. SEE IRRIGATION PLAN FOR MORE INFORMATION. PROVIDE POWER FROM BUILDING. CONTRACTOR SHALL COORDINATE WITH THE CITY OF SANFORD AND THE WELL CONTRACTOR FOR ALL REQUIREMENTS FOR SERVICE PRIOR TO STARTING ANY WORK, PROPOSED 4" DIAMETER SCHEDULE 40 IRRIGATION SLEEVE. GENERAL CONTRACTOR SHALL PROVIDE PULL WIRE AND FLAG ENDS OF SLEEVES. VERIFY SLEEVE LOCATIONS WITH IRRIGATION CONTRACTOR. EXISTING FIRE HYDRANTS TO REMAIN. THE HYDRANTS WILL NEED TO HAVE ALL CAPS PAINTED DARK GREEN PER SFD SPECIFICATIONS. PROPOSED SANITARY SEWER LATERAL. GRAVITY PIPE SHALL BE P.V.C. ASTM D-3034 SDR 35, SEE PLAN FOR LENGTH, SIZE AND SLOPE. JOINTS SHALL CONFORM TO ASTM D-3212. COORDINATE LOCATION OF SANITARY SEWER LATERAL THROUGH FOUNDATION WITH STRUCTURAL DRAWINGS. MAINTAIN A MINIMUM OF 6' HORIZONTAL AND 12" VERTICAL SEPARATION FROM WATER. CONTRACTOR SHALL PROVIDE CLEANOUT AS LEBELED "CO" AND PER DETAIL C5.1-01. PRESSURE SEWER PIPE SHALL MEET CITY OF SANFORD SPECIFICATIONS. PROPOSED MONUMENT SITE SIGN. PROVIDE 1-1/2" P.V.C. CONDUITTO ELECTRIC PANEL. SEE ARCHITECTURAL SHEETS FOR CIRCUITING, PROPOSED SITE LIGHT. PROVIDE 1-1/2" P.V.C. CONDUITTO ELECTRIC PANEL. SEE ARCHITECTURAL SHEETS FOR CIRCUIT PANEL SCHEDULES. E PROPOSED UNDERGROUND STORM SYSTEM. SEE STORM WATER MANAGEMENT PLAN. EXISTING MONITORING WELLS TO REMAIN. DO NOT DISTURB. CONTRACTOR SHALL PROTECT MONITORING WELLS DURING CONSTRUCTION AND REPLACE IF DAMAGED PER ALL LOCAL, STATE AND FEDERAL REGULATIONS. DUPLEX PUMP SYSTEM, ZOELLER No. 7112,29 GPM AT 140 FEET HEAD, 7.5 HP -208V-3,2.5" DISCHARGE, 3450 PRM. SEE DETAIL C5.3-01. CONTRACTOR SHALL REFER TO SHEETS C5.1 AND C5.2 FOR ALL SITE UTILITY DETAILS, PROPOSED ADT SECURITY SERVICE. SEE OWNER'S REPRESENTITIVE AND ADT REPRESENTITIVE FOR INSTALLATION. SHARE TRENCH WITH ELECTRICAL SERVICE WHENEVER POSSIBLE. CONTRACTOR TO COORDINATE TAPPING OF EXISTING SANITARY SEWER FORCE MAIN WITH - LOCAL JURISDICTION, 2-y" SIAMESE FIRE DEPARTMENT CONNECTION PER SANFORD FIRE DEPARTMENT SPECIFICATIONS. PROVIDE FIRE LANE AT FIRE DEPARTMENT CONNECTION. PROPOSED PRESSURIZED SANITARY SERVICE. SEE PLAN FOR DIAMETER. CONTRACTOR TO VERIFY REQUIREMENTS OF LOCAL CODES, UTILITY COMPANIES AND GOVERNING OFFICIALS. PIPING SHALL BE DUCTILE IRON PIPE AND CONFORM TO ANSI/AWWA C1 51/A21.51 AND HAVE A MINIMUM 350 P.S.I. PRESSURE CLASS RATING. INCLUDE IN BASE BID ALL VALVES, PIPING STRUCTURES, ETC. THAT WILL BE REQUIRED. MINIMUM DEPTH OF SANITARY LINE SHALL BE 3 FEET. DIVISION OF WORK SHALL BE AS FOLLOWS:` PROVIDE TAPPING SLEEVE AND VALVE AT POINT OF CONNECTION TO EXISTING SANITARY FORCE MAIN PER CITY OF SANFORD UTILITY MANUAL. f \ w � \ I UNDERGROUND WOOD TELEPHONE UTILITY �LE RISER MARKER ro ELECTRIC BOX N74 544 5'x 5' TELE PAD CONC. UTILITY WOOD UTILITY I w - Ex OH Elec - - PO x OH - „ - Ex OH - !ec - �- Ex OH Elec - - - Ex OH Elec - -- POLE - - Ex OH Elec - Ex OH EIet 4'x 2' TELE PAD CONC. UTILITY POLE RAILROAD CROSS GUARD POLE WOOD UTILITY ~� POLE EXISTING FIRER. AIRPOR T B 0 ULE VARD HYDRANT. DEVELOPABLE AREA 73,338 '.:.,,;9 ^ :.3nii3Ca{rrfiK::.gfir,�, SQ. FT. 70% IMPERVIOUS = „ ., n .... . ! -:, vii - ».:n/»»» :r : a » '»`F:n`fi`fi`5`fi b/.l.`:`/.`/.`/.`/.`:`/.`/..^.` »:• > :::: :.: . ... .. ..... .,: :.......................�..`'f.:?`i.`.......:.......:.....:........fffffff:. ........... .. .... ... ..: ..fff ... .:::.. ..:.fF. .:::: •'.af`f [`' FFF... ff F -.. f... ��. is .f :F .. .... ffb .. '. ,Ermc..... File: p:\co\efl\dv\efldv0003_fLsanford\dvs\civil\efldv0003e_c05-00.dwgL Saved: lVi rm partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 APR 0 44' REVISIONS z a PROTOTYPE - STORE NUMBER ri WD PROJECT NUMBER EFLDV0003 W C5 H Cn 3/28/2007 1:43 PM (wda492) Plotted: 3/28/2007 1:54 PM (wda492) .................. .. ......... ......... . 1'-0" #3 REBAR EACH WAY Ilk 2'X 2' CONCRETE COLLAR -8 .d (4" THICKNESS MINIMUM)-----"ro4 °' 44 p`•° m4 ' v18 °' ASPHALT OR CONCRETE / /\/ /\/ N PAVING SEE GRADING PLAN CLEANOUT PLUG, 3" BELOW PAVING OR 1" ABOVE FINAL LANDSCAPE GRADE LONG SWEEP WYE TRENCH BACKFILL PER FLOW -- BEDDING DETAILS. SEE SHEET C5.2. ......... MANHOLE FOR PAVED AREAS INSTALL FLUSH WITH GRADE IN LANDSCAPE AREA ONLY DETAIL NOTES UUUbLt ULtAINUU I - IINUIUAI tU "U.U.U." UIN NLAIN A. CLEANOUT LOCATIONS INDICATED ON GRADING AND UTILITY PLANS AS "CO" FOR SINGLE CLEANOUT AND "DCO" FOR DOUBLE CLEAN OUT. B. PROVIDE CLEANOUTS AS SPECIFIED: 1. ZURN Z-1400 CLEANOUTS IN NON -TRAFFIC AREAS AND SIDEWALKS 2. ZURN-1449 CLEANOUTS IN LANDSCAPED AREAS 3. ZURN Z-1400 HD CLEANOUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #104 Al2 - DOVER CORP./OPW DIV. PIPE CLEANOUT C5ml -O SCALE: 3/411=1'-0" DOWNSPOUT PER ARCHITECTURAL/ PLUMBING DRAWINGS CONNECTED TO ROOF DRAIN LINE WITH BOOT REDUCER 15" X 15" X 8" CONCRETE SLAB CLASS A WITH FIBER EXPANSION BUILDING INTERIOR MATERIAL AGAINST ADJACENT SURFACE TO BE USED IN co LANDSCAPE AREAS z PROPOSED FINISH GRADE PAVEMENT OR GRASS 2z o\/ c� LU z / CT TO STORM LINE o \ U).SEE STORM SEWER PLAN w \ \\ FOR CONTINUATION J \ \ \ \ \ \ \ \ \ \ / FLOW-*- / / (2) 45 WIDE SWEEP \ \ \ \ ////ELBOWS, ASSURE / j' CLEARAN CE OF j BUILDING FOOTING\\�\\�\\�\\ FOOTING „ EXTER. DOWNSPOUT BOOT C5ml w02 SCALE: 1 "=1'-0" OF THESE CITY OF SANFORD DETAILS WERE NOT PREPARED BY WD PARTNERS, INC. AND ARE INCLUDED WITHIN THIS SET FOR REFERENCE ONLY AT THE REQUEST OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. WD PARTNERS, INC. DOES NOT CONTROL AND HAS NOT REVIEWED THESE DETAILS PREPARED BY OTHERS FOR ERRORS OR OMISSIONS, AND DOES NOT REPRESENT THAT SUCH DETAILS ARE ACCURATE OR COMPLETE, OR THAT THEY COMPLY WITH APPLICABLE LOCAL, STATE OR FEDERAL LAWS, CODES OR REGULATIONS. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR PERFORMING THE WORK RELATIVE TO THIS DETAIL IS TO CONFIRM THAT SUCH DETAILS ARE THE LATEST VERSION REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. 0 u7 0 2'-0" SECTION POLE -MOUNTED LUMINAIRE AND MOUNTING BRACKET. SEE ELECTRICAL PLANS FOR FIXTURE SCHEDULE. POLE, SEE CIVIL PLANS FOR POLE SIZE AND FINISH. CONCRETE PIER WITH (4) #7 REBAR UPRIGHT, AND #3 TIES AT 12" O.C. VERTICAL. TOP (2) #3 TIES SPACED AS SHOWN. PIER TO BE CONSTRUCTED IN ONE CONTINUOUS POUR. CHAMFER TOP EDGE 2" AT 45 ° HAND HOLE WITH WEATHER PROOF COVER AND HARDWARE PER MANUF. SPECIFICATIONS. GROUND LUG (BY MANUFACTURER) FOR ELECTRIC GROUND. GROUND LUG (BY MANUFACTURER) FOR COPPERWELD CONNECTION. (4) ANCHOR BOLTS - 1" DIA x 30" LONG WITH 4" LEG. STEEL BASE PLATE. INSTALLED ON 1" THICK NON -SHRINK GROUT BED. ADJACENT FINISH GRADE #8 COPPER GROUND WIRE. RUN WIRE THROUGH CONDUIT IN CONCRETE PIER TO GROUND ROD. CONDUIT FOR CIRCUIT WIRING. CIRCUIT AS SHOWN ON UTILITY PLAN. " x 10'-0" COPPERWELD GROUND ROD. CONCRETE TO HAVE 28 -DAY COMPRESSIVE STRENGTH OF 4,000 PSI WITH 6% AIR CONTENT. #3 REINFORCING TIES AT 12 O.C. 0 VERTICALLY Q° CONDUIT FOR LIGHT CIRCUITING. (4) #7 REBAR UPRIGHT MAINTAIN 3" CLEAR FROM TOP AND BOTTOM AND EDGES. CONDUIT FOR GROUND WIRE. MAINTAIN PLAN MINIMUM 3" CLEAR FROM SIDE OF LIGHTING NOTES CONCRETE PIER. A. FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED ON/OFF THROUGH A LIGHTING CONTROLLER ( WITH PHOTO CELL) AND TIME CLOCKS. SEE ELECTRICAL SHEETS FOR DETAILS. B. GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION. DIVISION OF RESPONSIBILITIES DIP: CL350 ITEM FURNISHED INSTALLED POLE -MOUNTED LUMINAIRE AND LIGHTING BRACKET ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONDUIT FOR LIGHT CIRCUITING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR LIGHT POLE AND BASE C5ml -O 3 SCALE: 1/211=11-011 giryl r l -() 5 Q � POND I.=56.40' 'OVERFLOW ELEV. = 56.00' 25 YR. ELEV.=55.92 EMERGENCY OVERFLOW C5ml =04 SCALE: N.T.S. MINIMUM LENGTH (FT) TO K RESTRAINED ON EACH SIDE OF FITTING(S). • DIP: CL350 PIPE SIZE 499 691 811 10,9 1299 1499 16,1 1899 2099 2499 90' BEND 22 29 37 44 52 - 65 (TYP) TO 45' BEND 12 15 18 21 - 27 22-1/2' BEND6 ABOVE 7 9 10 - 13 GRADE FINISHE 11-1/4' BEND3 r4451 4 4 5 - 6 PLUG OR BRANCH OF TEE 60 44 94 109 - 40 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:_ -- DIP _Y- * WORKING PRESSURE:--M_-P.S.I. * SOIL DESIGNATION:—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. 104B HYDRANT OPERATING NUT HOSE NOZZLE AS REO'D. 24" SQUARE AND O PUMPER NOZZLE 6" THICK REIN- FORCED CONCRETE FACING STREET SHEAR PAD. (SEE NOTE 2) VALVE PAD z (SEE FIGURE 107) 2- #4AT9" O.C. ALL cer AROUND .-o a S• • • 6" ::�.• A: J COMPACTED BACKFILL W M J HYDRANT 1,1 ANCHORING TEE SEE NOTE 3 i 12" MIN. 6" BEDDING ROCK 6" PIPE MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (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. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY - TEST COCK (TYP.) FLANGED 90' BEND (2 REQ.) SLOPE I••-24" O.S. & Y. RESILIENT SEAT GATE VALVE. SETTOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -� SEE NOTE 2 -*-. RESILIENT SEAT M. J. GATE VALVE WATER MAIN CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK 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 MAIN 90' BEND (2 REQ.) SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE J 1'0" MIN (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH �- 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500E SCHEDULE 40 GALVANIZED (2 REQUIRED) PIPE AND FITTINGS OR RODS ON D.I.P. RISER (TYP) • 4" CONCRETE SLAB REDUCED PRESSURE DEVICE WITH NO. 6 x 6 z x� W10 x W10 s 3 WIRE MESH I'D SLOPE 1/2" PREFORMED JOINT FINISHED GRADE. MATERIAL BETWEEN �''N � PIPE AND CONCRETE SLAB (TYP) TO MAIN 90' BEND (2 REQ.) SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE J 1'0" MIN (2 REQUIRED) 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH �- 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500E SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE I 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHE GRADE L METER CURB STOP SERVICE LINE +- 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 VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 GROUND LEVEL 1 I VINYL CONTINUOUS MAX . 38" WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL OTES; 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: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. 8. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE 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. WORDING. 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) UTILITY PIPE WARNING TAPE SEWER POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 MARK WITH WOOD Y -BRANCH CORPORATION CORPORATION pAINTEb IDENTI-FITTING STOP (1" MIN.) CAL COLOR d: STOP (1" MIN.) (1" x 3/4" WITH LOT NUM- x 3/4") BERS CURB STOP = CURB STOPZ 2 EA. 5 (SEE NOTE 3) W 9 0 W W w a < F- a S MAX 3 PROPERTY TUBING LINE TUBING PROPERTY 1" MIN. 1" MIN. LINE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2' WATER METERS UP TO 2• BY CITY OF SANFORD) ) BY CITY OF SANFORD SINGLE SERVICE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN SPLICE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) - 30' - 45' YOKE BAR METER AWWA TYPE CURB STOP CC THREADS TYPE "K" FLEXIBLE WATER MAIN COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) 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 LOT(S) 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 DETAIL CITY OF SANFORD 1999 FIG. 405 DISWFECiYON Before being placed in service, all new water mains shall be chlorinated in accordance with the specifications below and the procedures outline 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 SYST 11 IIES1 0: Hydrostatic testing shall be performed at 150 pounds per square Inch pressure, unless otherwise approved by the City, for a period of not less than two (2) hours. Testing shall be in accordance with the applicable provisions as set forth In Section 13, AWWA Standard C600 for ductible 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 system, for the two hour period, by way of a pump taking supply from a container suitable for measuring water loss. The amount of loss shall be determined by measuring the volume displaced from sold container. Should the test fail, necessary repairs shall be accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gauges and all other Items required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 e.+ TM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS J Bl� W In PROTOTYPE B?• STORE NUMBER _ BIBIBIBIBI WD PROJECT NUMBER EFLDV0003 W C 5. 1 File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_c05-Ot.dwg Saved: 3/12/2007 3:28 PM (wda492) Plotted: 3!28/2007 11:35 AM (aplot) ......... nvvnv... ,n:.nFFFf .............. ...v... .... J I ... ...... ......... ., :... ... ..... .,u1..,llllllllll.1/.1 : .... ... ... , .. .. , 5. .v ....».»».......,, :.-.. ,kY.. ..,. ».f.. t..t ""' •. »:'S""1."5's"1.'. ""1. •••••••••••••• ssY _ ry »»F, ,» , .3.. '.'1'.'i^.5".""'H: •••••••':':::5;"."1'1'1'1'1'1'1'1'1"'. '1' 'r/ - ..... .....« .... .......... < ...... ...........:: ... ......... ......... ..1 ..... E. ....... ,fie......... ... < , .:. ..:_ :: :.n�111 . 3::,:.:: \ ,ninnnll 1,i �:, : � : r :•1»•s••ss.. ...... ... �E.........1c..�,. \�:.........�:v,T.'a/ .... ..... ......... .,1. , ,iii:.... .........v........v.....vvv.R€9,�Y:K,�....<......... .. ......... ...�..x<.,1�.:e1a........., ..__ ......... .<:.<..�v.....:..:..:,.� //......... .. . ..�:'.%Y.L3F.l:!�:;. ..... .. .. .>.� ..... CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 10 PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE P EMENT IS CUT. m SEE NOTE 2 ANGLE MAY VARY SEE NOTE 4� r W rq PIPS E 0.. r v N 6" (TYP) SELECT z COMMON Z FILL W o m z W W BEDDING ROCK LL v PIPE BEDDING (SEE NOTE 8 & 9) UNDISTURBED NOTES: \ EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2, TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% 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. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4 MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" 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 18" MIN. #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B (TYP.) TIE RODS INCLUDING 4" x 4" x 1/2" NUTS AND WASHERS HOT DIPPED GALVINIZED I (SEE SCHEDULE BELOW) OR STAINLESS STEEL C (6" MIN.) MECHANICAL BEARING PLATE I 1 (TYP,) JOINTS /4 BARS �` UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE 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 SHALL 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 * 4'-0" MIN. ` SEE TRENCH DETAILS 3" COVER FOR PIPE BEDDING REQUIREMENTS iC1tORE OF D�O1�I An 1111111114911111" • PIPE DIMENSIONS TIE RODS REWD SIZE (INCHES) A 1 B C D DIA. NO. NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF IBS. PER SQ. FT. SOIL RESTRAINT (1,800 MIN) BEARING. SEE NOTE 6 • TO BE COMPLETED BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 II "V4f 4r 1< wovoA Or s -wovo # Fitter jrdrk Min. in (may 4) -j A. 1 o EWPI+llrll L �1 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE 2" MIN. ASPHALTIC CONIC. / WHEN FLEXIBLE PAVEMENT N IS CUT V W SEE NOTE 2 ANGLE MAY VARY ---S'4,, * W � SEE NOTE 4� r PIPE 0•D, 6" (TYP) - SELECT z N COMMON c FILL m UNDISTURBED nW ai EARTH a ` (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.L. 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 LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. S. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. S. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7, REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. 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. 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 30" x 30" x6" TK. 6" TK. CONC. PAD f� 24, +- CONIC. PAD (FLUSH 4' x 4' PRECAST FINISHED GRADE) WITH FINISHED GRADE) SUPPORT POST (TYP. 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC ALL AROUND �• • :r• TK. DISC ANCHORED IN ANCHORED IN CONC. PAD 4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE ' • 7 TYPE OF VALVE w. r .2-1/2! SERVICE M+, E. i `:+: . DETAIL DIRECTION & NO. ti • 4" r°• ' _ j TURNS TO OPEN , �.; . ' : '6 �. '• r • r MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 APPLICABLE VALVE • ,*� ; ; ,' ' �+ , •' ' BOX AND COVER A! PER SPECIFICATION (SEE FIG. 115) •' ` •_ A.R.V. SHALL ANCHORS 3000 P.S.I. MIN" (TO BE APPROVED CONC. MIN. BEDDING ROCK BY CITY) 50.5.4 VALVES 16 INCHES AND LARGER -UNDISTURBED EARTH - 4" M_. SEE NOTE 1 r,. -I- (TYP') 1,. 3000 P.S.I •;ti CONCRETE BEDDING ROCK CONCRETE ARCH 6" TK. CONC. PAD f� 24, +- (FLUSH WITH 4' x 4' PRECAST FINISHED GRADE) 2" SUPPORT POST (TYP. r . #4 REBARS .� GRADE 36" SQ. ALL AROUND �• • :r• EXISTING/ A :, .: 4" MAX. 17-1 4 ACCESS LID. A14 24' '� t.• Ii. •M' • i APPLICABLE VALVE *i' •��, �. ' !s ' • BOX AND COVER 2" VALVE (TYP.) (SEE FIG. 115) " POLY ' ' VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD PIPE PLUG (TYP.) • • 1999 FIG. 107 -UNDISTURBED EARTH - 4" M_. SEE NOTE 1 r,. -I- (TYP') 1,. 3000 P.S.I •;ti CONCRETE BEDDING ROCK CONCRETE ARCH 2" D.I. VENT PIPE �2" SCREEN MESH W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4"x4" WEI SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36" SQ. CAST IRON FRAME EXISTING/ AND COVER WITH 4" MAX. 17-1 4 ACCESS LID. VALVE GROUT .T% • i 2" 90' BEND ' • PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER i. " POLY ' ' 5" WALLS (MIN.) - r -'+- •' 2" PORT WITH 5" WALL (MIN.) r. THREADED PLUG PIPE PLUG (TYP.) • • •, CUT OUT AND SEAL JOINT 2" NIPPLE r,• t; • WITH MORTAR FOR FORCE t r MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 a� 2" NIPPLE 2" NIPPLE •• r • SERVICE SADDLE 2" BRASS PIPE PER SPECIFICATION FITTINGS AND • • SECTION 50.5.4 PIPE FOR t •` •_ A.R.V. SHALL • BE BRASS 76„ SERVICE 6„ BEDDING ROCK SECTION 50.5.4 8" x 16" REINFORCED CONCRETE FOOTING. SANFORD (INTEGRAL WITH PRECAST 1999 7FIG. 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 -UNDISTURBED EARTH - 4" M_. SEE NOTE 1 r,. -I- (TYP') 1,. 3000 P.S.I •;ti CONCRETE BEDDING ROCK CONCRETE ARCH ^r SEE NOTE 1 SHEETIN SIDES CAN BE FORMED 'D'/4 .. : ; • ti 3000 PSI"D"/2 •:•1 .•1;. CONCRETE 'T ' ' :. •.';.. 6" MIN. :'.r'•'....:...'{....,.. :.r'. ':'':� 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 BRACING 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 TIG. 102 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE 31111 tl3Mffi 3187 tl3M36 31111 fOMi6 SUMER UNE SEINER UNE SEWER LINE 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• 31111 tl3m 3Nn tl3M3E 3Mn 83.36 3EM/FR UNE SEWER UNE SEWER UNE 14 am UK s9w IMF SEwu PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12" MAX. u11E 1" SEINER UNE 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 . CONCRETE VAULT 4" MAX. 4 x �2" SCREEN MESH , , PREMOLDED PLASTIC TYPICAL PIPE WEI i PIPE PLUG (TYP.) r 2" NIPPLE EXISTING/ 2" GATE PROPOSED VALVE PAVEMENT .T% • i 2" 90' BEND ' • 6" BEDDING ROCK HANDLE .•- 2" VALVE (TYP.) 8" x 16" CONCRETE 5" WALL (MIN.) TOP SECTION 2" PORT WITH EXTENSION ROD THREADED PLUG REQUIRED ^r SEE NOTE 1 SHEETIN SIDES CAN BE FORMED 'D'/4 .. : ; • ti 3000 PSI"D"/2 •:•1 .•1;. CONCRETE 'T ' ' :. •.';.. 6" MIN. :'.r'•'....:...'{....,.. :.r'. ':'':� 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 BRACING 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 TIG. 102 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE 31111 tl3Mffi 3187 tl3M36 31111 fOMi6 SUMER UNE SEINER UNE SEWER LINE 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• 31111 tl3m 3Nn tl3M3E 3Mn 83.36 3EM/FR UNE SEWER UNE SEWER UNE 14 am UK s9w IMF SEwu PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 12" MAX. u11E 1" SEINER UNE 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 . CONCRETE VAULT 4" MAX. 4 x �2" SCREEN MESH , , PREMOLDED PLASTIC TYPICAL PIPE JOINT FILLER i PIPE PLUG (TYP.) r 2" NIPPLE EXISTING/ 2" GATE PROPOSED VALVE PAVEMENT 2" NIPPLE • i 2" 90' BEND ' • 6" BEDDING ROCK HANDLE .•- 2" VALVE (TYP.) 8" x 16" CONCRETE D.I. VENT PIPE �2" SCREEN MESH , , OPENING AND 4"x4" TYPICAL PIPE SUPPORT POST(TYP. LOCATION) ,,,�, IRON FRAME , /-CAST AND COVER WITH EXISTING/ ACCESS LID. PROPOSED GROUT PAVEMENT ,,--FINISHED GRADE • i RAMtlM WMa rw Amurn WIM Nw •mA•AR 1Aaa M,M OPERATOR � HANDLE .•- 2" VALVE (TYP.) CAST IRON VALVE BOX 5" WALL (MIN.) TOP SECTION 2" PORT WITH EXTENSION ROD THREADED PLUG REQUIRED SEE NOTE 3 GR 2" 90' BEND NTS 2" NIPPLE 2" UNION 2" BRASS PIPE 2" GATE VALVE WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 UNDISTURBED SOIL (TYP.) AREA FOR PLUG- EDGE OF TRENCH (TYP.) -IEffr--1Evw CROSS W/PLUG CROSS W/ TWO PLUGS TEEA WOOD BLOCKING (TYP.) AREA FOR PLUG T F - _TES TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE .�r.rt•r. .'r:.ii AREA FOR PLUG TEE W/ WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE , RECLAIMED WATER MAIN RECLAIMED WATER MAIN i i 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. PIPE IDENTIFICATION RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 OnD00000aoogoaoo ooaagqoo Oaggclonaooaq OOOOOa000aa0 000a00000goo ao WATO 000 a0 a00 ognanagn0000 gooa000nagq0 OO00000O000a 0000a000a000 nnnnnnnn RECLAIMED WATER 0000 gogogqan 000g000aoo g0o0000000 000 a 00000a 00000 OO OOO OgOa00go0o0 90000000000 agaaoaoo aoaoan SEWER Idsoga0s000no 000n000aoOOoOgoq a 000 0 ono 000011 WAM 000 00u--------- 000000000000 00 OOO000000000000 0000000000 00000000 11 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER OFFSET (AS REO'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST BENDS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST 77 BLOCK (TYP.) A 2 THRUST BLOCK T MIN. AREA SQ• FT.) CONCRETE 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 TO UNDISTURBED MATERIAL. 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 FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. L-lA]nrm-0L_liIl.Aa'/D RA� •IArI�AN EDGE OF TRENCH (TYP.) THRUST BLOCK DETAILS _T CITY OF SANFORD 1999 FIG. 1038 PVC PIPE COLOR � NMI •m• omo.. IIIR IBARL U1•vN•. I•IM NMM MI•rW , , TYPICAL PIPE NmA•O MMa Mw. RWL1•ND Wm Mw MaMRp MENI WW ,,,�, /J/f//fi.^'!//!!ff//1/J'//fJ.lf!/��/ tATER MAIN , 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. � I•WI rRWN o•MN7• NM WWM m,EVWr Ir11 MRAI1 �we4 ,f ;� / • i RAMtlM WMa rw Amurn WIM Nw •mA•AR 1Aaa M,M � � � �, A•MAUW WAMI MMI RIN,Mm W1a WM MMAtAm 1Ws WIN ; ; i PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) e •Mm ---+I" 1" WYAWOWEmNMI 1 J6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUNJ �; • FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 OnD00000aoogoaoo ooaagqoo Oaggclonaooaq OOOOOa000aa0 000a00000goo ao WATO 000 a0 a00 ognanagn0000 gooa000nagq0 OO00000O000a 0000a000a000 nnnnnnnn RECLAIMED WATER 0000 gogogqan 000g000aoo g0o0000000 000 a 00000a 00000 OO OOO OgOa00go0o0 90000000000 agaaoaoo aoaoan SEWER Idsoga0s000no 000n000aoOOoOgoq a 000 0 ono 000011 WAM 000 00u--------- 000000000000 00 OOO000000000000 0000000000 00000000 11 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER OFFSET (AS REO'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST BENDS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE THRUST 77 BLOCK (TYP.) A 2 THRUST BLOCK T MIN. AREA SQ• FT.) CONCRETE 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 TO UNDISTURBED MATERIAL. 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 FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. L-lA]nrm-0L_liIl.Aa'/D RA� •IArI�AN EDGE OF TRENCH (TYP.) THRUST BLOCK DETAILS _T CITY OF SANFORD 1999 FIG. 1038 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE TO I ALONG TOP HALF OF /J/f//fi.^'!//!!ff//1/J'//fJ.lf!/��/ tATER MAIN POTABLE WATER MAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF 0 %* �_**Nff 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. HIM 113LY/A rwwd NIYN Y31rM 315rlOd HMI IMVA 316VJAd POTABIk WATER MAIN POTAWL WATER I1ANI POTMIE WATER MAIN POTABLE WATER MAIN POTABLE WATER Mu -MAU WATER MAIN PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" MM MAX, ABLE WATER MAIN 1" POTABLE WATER 1WN �� 6 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 PIPE IDENTIFICATION POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 I ::, k F n.. ........., s•••..1.1... •: , ,,l,l.l,. �:�:»1��, , , ...fr:3y'n3�3't:.a�i��3:3:t:: /: :.s ,�x. s3:»,5»3,�»::.::. .... 'r:::R. .. . W 13.1 :s' :iiF,F r'. - .... ............................< 1.....9/:kl!//F&/,G.v.:..<. ........ ......... .... ......3&?F.#.'llf..vwnff.4 .! .£b ...... ......... .... ..... .��».:�n��l . / -::71: .. .».. .: .:. -.. ..:.:...::...v £F.' ..E ...a <'.. : »» ....:<. ::/nnnnnnnnnnn�nnnnnnnF,nnn annnF,F„nn ,ii... »s... - '�..:; : :. i;;;Y:'sYu;"� �'` _ ii:ii -11_ .., ......... , / ....... ......... ......... ....... .... ... .....:...:c.�.. _.... .... ........ 11iii11 i i. :£..................-.. ..:.: - i11 .... ...... ..- mi3:�r33�R. ;: :.:....,��::�v:;;;;;;;•%;;1i ...,.%;;;;;;;;;;5333;;4, File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_cO5-02.dwg Sal THESE CITY OF SANFORD DETAILS WERE NOT PREPARED BY WD PARTNERS, INC. AND ARE INCLUDED WITHIN THIS SET FOR REFERENCE ONLY AT THE REQUEST OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. WD PARTNERS, INC, DOES NOT CONTROL AND HAS NOT REVIEWED THESE DETAILS PREPARED BY OTHERS FOR ERRORS OR OMISSIONS, AND DOES NOT REPRESENT THAT SUCH DETAILS ARE ACCURATE OR COMPLETE, OR THAT THEY COMPLY WITH APPLICABLE LOCAL, STATE OR FEDERAL LAWS, CODES OR REGULATIONS. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR PERFORMING THE WORK RELATIVE TO THIS DETAIL IS TO CONFIRM THAT SUCH DETAILS ARE THE LATEST VERSION REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. ? 3050 MELLONVILLE AVE. SANFORD, FL 32771 Em REVISIONS J W cl PROTOTYPE r>_ STORE NUMBER 1111111 WD PROJECT NUMBER EFLDV0003 W i C5m2 ad: 3/12/2007 3:40 PM (wda784) Plotted: 3/28/2007 11:35 AM (aplot) 6" BLACK STEEL MIN, CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) 0 FINISHED GRADE .. 4 e % :. '• •1 ..- 24" DIA. MIN. ;� �; • 3000 PSI CONC. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 7FIG. 116 I ::, k F n.. ........., s•••..1.1... •: , ,,l,l.l,. �:�:»1��, , , ...fr:3y'n3�3't:.a�i��3:3:t:: /: :.s ,�x. s3:»,5»3,�»::.::. .... 'r:::R. .. . W 13.1 :s' :iiF,F r'. - .... ............................< 1.....9/:kl!//F&/,G.v.:..<. ........ ......... .... ......3&?F.#.'llf..vwnff.4 .! .£b ...... ......... .... ..... .��».:�n��l . / -::71: .. .».. .: .:. -.. ..:.:...::...v £F.' ..E ...a <'.. : »» ....:<. ::/nnnnnnnnnnn�nnnnnnnF,nnn annnF,F„nn ,ii... »s... - '�..:; : :. i;;;Y:'sYu;"� �'` _ ii:ii -11_ .., ......... , / ....... ......... ......... ....... .... ... .....:...:c.�.. _.... .... ........ 11iii11 i i. :£..................-.. ..:.: - i11 .... ...... ..- mi3:�r33�R. ;: :.:....,��::�v:;;;;;;;•%;;1i ...,.%;;;;;;;;;;5333;;4, File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_cO5-02.dwg Sal THESE CITY OF SANFORD DETAILS WERE NOT PREPARED BY WD PARTNERS, INC. AND ARE INCLUDED WITHIN THIS SET FOR REFERENCE ONLY AT THE REQUEST OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. WD PARTNERS, INC, DOES NOT CONTROL AND HAS NOT REVIEWED THESE DETAILS PREPARED BY OTHERS FOR ERRORS OR OMISSIONS, AND DOES NOT REPRESENT THAT SUCH DETAILS ARE ACCURATE OR COMPLETE, OR THAT THEY COMPLY WITH APPLICABLE LOCAL, STATE OR FEDERAL LAWS, CODES OR REGULATIONS. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR PERFORMING THE WORK RELATIVE TO THIS DETAIL IS TO CONFIRM THAT SUCH DETAILS ARE THE LATEST VERSION REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. ? 3050 MELLONVILLE AVE. SANFORD, FL 32771 Em REVISIONS J W cl PROTOTYPE r>_ STORE NUMBER 1111111 WD PROJECT NUMBER EFLDV0003 W i C5m2 ad: 3/12/2007 3:40 PM (wda784) Plotted: 3/28/2007 11:35 AM (aplot) _ l.......ii'� i'i'"� 1i'� ,! 515::5:'5'5'5'5'5'::.. .,✓/..l.. l.,, ..l. 1, Y>\v ! .. ..-:::.::. ... „1a, 1, ,,1,!! l,nnnns, ...... ... ....,.,...v i,::��n��, ....: .....: .:�� ,��1l��n� , i.. .. ..... _.. ,..:-, :, , , ;, ,.air, .: ... . ......... ......... , ........ ......... 1 ..�,.,.<....t. .v,..v,. ,... ..11..... ......... ........ .... .:. ..........nn.,n»n»»nnnnnn». .. .. .. .. .. ..... ... ......... .. .. ... ..,v......... ... .... .......... .: .. ....`�.�ao-iaC..<..,,.. t .... ............. .... ... <� r1 -'�5. 3. ... ......... .......... ..... ....... .... ,.,.»....,.... .... .... ...... .. ._...... ...... ..... .. ... .... .. a Y.C.. GENERAL PHOTOMETRIC NOTES +0.0 A. FOR POLE BASE INSTALLATION, SEE DETAIL C5.1-04. pER Ow PI ow & 150-00 I �( , PRS g3 Jg11 RIGH E E GN ON pKPTEp J RAILROAD CROSS GUARD POLE— AIRPORT BOULEVARD DEVELOPABLE AREA 73,338 SQ, FT. 70% IMPERVIOUS = 51,337 SQ.FT. B. ALL PARKING LOT LIGHT POLES SHALL BE COOPER LIGHTING MODEL SSS4A15SF, 15' HEIGHT (17.5' MOUNTING HEIGHT), BLACK IN COLOR, OR AS SPECIFIED BY OWNER'S REPRESENTATIVE. C. ALL NECESSARY MOUNTING BRACKETS, CONCRETE BASES, ANCHOR BOLTS, AND OTHER MISCELLANEOUS ITEMS REQUIRED FOR COMPLETE INSTALLATION OF SITE LIGHTING SHOULD BE PROVIDED BY GENERAL CONTRACTOR OR SITE LIGHTING SUBCONTRACTOR. D. FIXTURES ON POLES ARE TO BE PROVIDED WITH BALLASTS, SOCKETS, LAMPS, ACCESS PLATES, ALL REQUIRED MOUNTING HARDWARE, BASES, AND ALL ACCESSORIES REQUIRED FOR COMPLETE POLE MOUNTED SITE LIGHT FIXTURE INSTALLATION. E. ALL WIRING SHALL BE COPPER WIRE IN 14" RIGID CONDUIT F. INSTALL LIGHT POLE ON CONCRETE BASES AND MOUNT IN ABSOLUTE VERTICAL ALIGNMENT. FOR BASE, SEE DETAIL C5.1-04. G. ALL EXTERIOR LIGHTING FIXTURES, EITHER MOUNTED ON THE BUILDING OR FREESTANDING, SHALL BE INSTALLED WITH CUT-OFF SHIELDING THAT REFLECTS LIGHT AWAY FROM ADJACENT PROPERTY LINES. THE LIGHT SOURCE SHOULD NOT BE VISIBLE AT PROPERTY LINES. H. FINAL ADJUSTMENTS OF ANGLE AND DIRECTION OF ILLUMINATION SHALL BE MADE AFTER DARK, TO AVOID INTERFERENCE WITH TRAFFIC OR ADJACENT PROPERTY, PER SATISFACTION OF OWNER'S REPRESENTATIVE. PHOTOMETRIC CALCULATIONS ILLUMINANCE IS IN HORIZONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. PL1 h PL2 ■ COOPER LIGHTING - LUMARK MANUFACTURER: COOPER LIGHTING - LUMARK MANUFACTURER: COOPER LIGHTING - LUMARK IES FILE: WR40M65.ies IES FILE: WR40M65.ies CATALOG NO., MHWR65S40OMTLLOA/RA1016 CATALOG NO.: MHWR65T40OMTLLOA/RA1016 INITIAL LUMENS: 32,980 INITIAL LUMENS: 32,980 LIGHT LOSS FACTOR: 0.74 LIGHT LOSS FACTOR: 0.74 FIXTURE WATTS: 460 FIXTURE WATTS: 460 FIXTURE TYPE: FLOOD - POLE MOUNTED FIXTURE TYPE: FLOOD - TRUNNION MOUNT TOTAL LUMINARIES: 6 TOTAL LUMINARIES: 14 MOUNTING HEIGHT: 17.5' MOUNTING HEIGHT: 18' PL3 ■ MANUFACTURER: COOPER LIGHTING - LUMARK IES FILE: WR25M65.ies CATALOG NO.: MHWR65T40OMTLLOA/RA1016 INITIAL LUMENS: 19,885 LIGHT LOSS FACTOR: 0.74 FIXTURE WATTS: 294 FIXTURE TYPE: FLOOD -TRUNNION MOUNT TOTAL LUMINARIES: 6 MOUNTING HEIGHT: 18' SITE SUMMARY AVERAGE: 0.4 FC MAXIMUM: 13.8 FC MINIMUM: 0.0 FC WP1 1 MANUFACTURER: COOPER LIGHTING - LUMARK IES FILE: 768538.ies CATALOG NO.: MHWL250MTPM25PE INITIAL LUMENS: 20,500 LIGHT LOSS FACTOR: 0.74 FIXTURE WATTS: 250 FIXTURE TYPE: WALL PAK TOTAL LUMINARIES: 2 MOUNTING HEIGHT: 18' Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callsunshine.com 1-800-432-4770 0 30 60 120 SCALE: V = 60.00' o Z 19!4 npners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS z a J a Z O Z PROTOTYPE STORE NUMBER D " J WD PROJECT NUMBER J EFLDV0003 W C 6 co f. , ;55111.151151111:.::51: ..1,, :...:.., liii ... . . ........s....... 5 »::: »::::: » , v : »,,,,l, 1, »::::::::: ,:,»1!»» ,»,,,, :::,,, : Oft., ! : !. ! ! ! ! : .. < ,, .:... : .....�/lye - : .�v ... a .... ... .:... ........ ».:.. .. . . .. ..... ........!c �?F?'�a#'..2Y!1..r%.zl:! : . . ":3i:T:.. ,.; ;:rr�is:r. .-,c,. :- » ....snnnnnnnn»! ,n1 w a .�,nnnn!» r1�, a :::. �nnn, Y.,nnnnnn�111n1,�n11/,�11111� : .: �... . �»nnnnnn1nn111 ...... ......... ......... ......... Wit. �.�..�.'z ......... .......... : .. ..... ..................... .... ..... ...... ... .. .. .... ........ ......... ......... .. ... ,nnni :nii�i�ii ...: :. .�.. .:�. »�n��,�»: ��» : .., . ...�. ... _.::. .... .. .... ........ .. ......G..�,. �.:�.... .,........ ... ..... .. .. .....< ..�%..<�/...q��i�.'klc' .. .. :..... ..... ......... ......... bii' ...... �.vz,�» .. ... ........ ...... ..... ....... .. File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_c08-OO.dwg Saved: 3/28/20079:38 AM (wda492) Plotted: 3/28/200711:35 AM (aplot) CONTRACTOR SHALL ADHERE TO THE TRAFFIC CONTROL REQUIREMENTS AS OUTLINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. THE FOLLOWING FLDOT STANDARD DRAWINGS SHALL BE REFERRED TO FOR TRAFFIC CONTROL. INDEX DRAWING NUMBER: -600 -602 -603 -605 CONTRACTOR SHALL ALSO ADHERE TO THE STANDARDS AND REQUIREMENTS AS OUTLINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION IN THE MOST CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". ALL FDOT STANDARD DRAWINGS AND NOTES SHALL BE REFERRED TO FOR MAINTENACE OF TRAFFIC AND STANDARDS FOR WORK. GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIGNAGE. COORDINATE WITH LOCAL AND STATE JURISDICTIONS TO VERIFY REQUIRED SIGNED FOR PROPOSED ROADWAY IMPROVEMENTS AND REPLACE EXISTING SIGNAGE AS REQUIRED. 2. ALL PROPOSED STRIPING AND MARKINGS SHALL BE ALKYD -READY MIX PAVEMENT STRIPING PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 3. ALL PROPOSED PAVEMENT SHALL BE HEAVY DUTY ASPHALTIC PAVING PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. CONTRACTOR SHALL REFER TO SHEET C2 FOR ALL PROPOSED SPOT GRADE ELEVATIONS. f Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION 4:. Sunshine State One Call www.callsunshine.com 1-800-432-4770 0 20 40 80 NORTH SCALE: 1"' = 40.00' N. .»»/:»»»/:»/»»»»iiiJ,//Y..7,i .; .:...•:. .,. , ........... ..;.. t . .:..,,,,,,,,,,, ,Y ••fYYfYY :fY - ...... ....... .. ...x.7..2.... .....�.` .:. :�...: .:/,:lf':: r, File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_cO7-OO.dwg Saved: 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 MMM APR 0 4 ZO Q J CL FM Z W 2 W O w PROTOTYPE STORE NUMBER _ Q WD PROJECT NUMBER EFLDV0003 C7 11/30/2006 12:10 PM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) .. .... . .....x�R<K ...:......_.:_ ..::...E ... ..-...:...:.:: KAY:fa•:�u. :-..:.....�o.�.`ss:ac: .. .. � i./i////i»i:. .- ».:::»»» :is. ,..... <.::::,<..:.�� ..........:.. ::::»::»,:: • �.::,• •; - ,; „ , off.:::-. / / :��f, TRAFFIC CONTROL NOTES CONTRACTOR SHALL ADHERE TO THE TRAFFIC CONTROL REQUIREMENTS AS OUTLINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. THE FOLLOWING FLDOT STANDARD DRAWINGS SHALL BE REFERRED TO FOR TRAFFIC CONTROL. INDEX DRAWING NUMBER: -600 -602 -603 -605 CONTRACTOR SHALL ALSO ADHERE TO THE STANDARDS AND REQUIREMENTS AS OUTLINED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION IN THE MOST CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". ALL FDOT STANDARD DRAWINGS AND NOTES SHALL BE REFERRED TO FOR MAINTENACE OF TRAFFIC AND STANDARDS FOR WORK. GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SIGNAGE. COORDINATE WITH LOCAL AND STATE JURISDICTIONS TO VERIFY REQUIRED SIGNED FOR PROPOSED ROADWAY IMPROVEMENTS AND REPLACE EXISTING SIGNAGE AS REQUIRED. 2. ALL PROPOSED STRIPING AND MARKINGS SHALL BE ALKYD -READY MIX PAVEMENT STRIPING PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 3. ALL PROPOSED PAVEMENT SHALL BE HEAVY DUTY ASPHALTIC PAVING PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4. CONTRACTOR SHALL REFER TO SHEET C2 FOR ALL PROPOSED SPOT GRADE ELEVATIONS. f Call before you dig It's not just another catchy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION 4:. Sunshine State One Call www.callsunshine.com 1-800-432-4770 0 20 40 80 NORTH SCALE: 1"' = 40.00' N. .»»/:»»»/:»/»»»»iiiJ,//Y..7,i .; .:...•:. .,. , ........... ..;.. t . .:..,,,,,,,,,,, ,Y ••fYYfYY :fY - ...... ....... .. ...x.7..2.... .....�.` .:. :�...: .:/,:lf':: r, File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003e_cO7-OO.dwg Saved: 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 MMM APR 0 4 ZO Q J CL FM Z W 2 W O w PROTOTYPE STORE NUMBER _ Q WD PROJECT NUMBER EFLDV0003 C7 11/30/2006 12:10 PM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) x......... , .:7... . .. ...,:: :.; .;: , , ,. :%F... :i�/,/,�L ��%%%%%%l:•%i%%%%%%�iniinnnn�nnn,�s,::: a, +.;,�s. a�,n�nnnnnnn,,,ln,�lrrrw:: ... _......... ,. .. .....:.. ...:...........»..,..€°: ... , : ..... ... .»:.». ,,.:� 0 \ O y 10,000 SQ. FT. STORAGE BUILDING TOP OF SLAB =7. 5 50 x :»»", » ...... .. 20,000 SQ. FT. MILLWORK BUILDING TOP OF SLAB =58.00 PROPOSED 15' FIRE LINE EASEMENT DETENTION AREA X . i a . •N • -0 1 i . rr-�l IF PLAN TOTAL DIFFERS FROM THIS SCHEDULE, THE PLAN SHALL GOVERN. I i) L� I BOTANICAL NAME 0 \ O y 10,000 SQ. FT. STORAGE BUILDING TOP OF SLAB =7. 5 50 x :»»", » ...... .. 20,000 SQ. FT. MILLWORK BUILDING TOP OF SLAB =58.00 PROPOSED 15' FIRE LINE EASEMENT DETENTION AREA X . i a . •N • -0 1 i . rr-�l Ful IEno 12,000 SQ. FT. STOR,g E SHAD (8) REPLACEMENT TREES--- fhJ PLANTING SCHEDULE TOTAL NUMBER PLANTS SHALL BE VERIFIED THE LANDSCAPE PLAN. IF PLAN TOTAL DIFFERS FROM THIS SCHEDULE, THE PLAN SHALL GOVERN. „ BOTANICAL NAME SIZE SYMBOL COMMON NAME CONDITION COMMENTS „ ,y QV 8 QUERCUS VIRGINIANA LIVE OAK 4 CAL B&B & CLEAR TRUNK SYMMETRICAL, FULL CROWN, SEE DETAIL L1.1-01 ' 2 52 MAGNOLIA VIRGINANA SWEETBAY MAGNOLIA 4” CAL B&B & CLEAR TRUNK SEE DETAIL L1.1-01 LAGERSTROEMIA X'NATCHEZ' SINGLE TRUNK LN 6 NATCHEZ CRAPEMYRTLE 15' HT MIN. B&B SEE DETAIL L1.1-02 VIBURNUM SUSPENSUM VS 353 SAN DANKWA VIBURNUM 24" HT/SPR #3 CONT WHITE FLOWERS SEE DETAIL 11-1.1-03 0 ® n sr v �1 RI Ful IEno 12,000 SQ. FT. STOR,g E SHAD (8) REPLACEMENT TREES--- fhJ PLANTING SCHEDULE TOTAL NUMBER PLANTS SHALL BE VERIFIED THE LANDSCAPE PLAN. IF PLAN TOTAL DIFFERS FROM THIS SCHEDULE, THE PLAN SHALL GOVERN. FKEYTOTY. BOTANICAL NAME SIZE SYMBOL COMMON NAME CONDITION COMMENTS QV 8 QUERCUS VIRGINIANA LIVE OAK 4 CAL B&B & CLEAR TRUNK SYMMETRICAL, FULL CROWN, SEE DETAIL L1.1-01 ' MV 52 MAGNOLIA VIRGINANA SWEETBAY MAGNOLIA 4” CAL B&B & CLEAR TRUNK SEE DETAIL L1.1-01 LAGERSTROEMIA X'NATCHEZ' SINGLE TRUNK LN 6 NATCHEZ CRAPEMYRTLE 15' HT MIN. B&B SEE DETAIL L1.1-02 VIBURNUM SUSPENSUM VS 353 SAN DANKWA VIBURNUM 24" HT/SPR #3 CONT WHITE FLOWERS SEE DETAIL 11-1.1-03 0 RHAPHIOLEPIS INDICA RI 59 INDIAN HAWTHORN 24" HT/SPR #3 CONT COMPACT, GLOSSY LEAVES flm� LM 175 LATANA MONTEVIDENSIS 12 HT/SPR 1 GAL FLOWERING EVERGREEN GROUNDCOVER GOLD & PURPLE LANTANA SPACING @ 36 O.C. eSOD LOCALLY AVAILABLE ST. AUGUSTINE FLORATAM SEE SOD NOTES. MUL SHREDDED HARDWOOD MULCH APPLIED AT 3" TO 4" THICKNESS CHANGE MUST BE APPROVED BY OWNER REPRESENTATIVE PLANTING BED EDGE SEE DETAIL 11-1.1-04 ALL PLANTS TO BE FLORIDA NO. 1, OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, PART 1, 1963 AND PART II, STATE OF FLORIDA DEPARTMENT OF AGRICULTURE, TALLAHASSEE, FLORIDA, AND ANY AMENDMENTS THERETO. ALL TREES AND PLANT MATERIAL SHALL BE PLANTED IN ACCORDANCE WITH THE SPECIFICATIONS DESCRIBED IN THE STATE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF FORESTRY TREE PROTECTION MANUAL FOR BUILDERS AND DEVELOPERS', OCTOBER, 1980. LANDSCAPE CODE REQUIREMENTS OFF-STREET PARKING AND VEHICULAR CIRCULATION AREAS: REQUIRED INTERNAL LANDSCAPE AREA: THE Q SC MINIMUM REQUIRED INTERNAL LANDSCAPED AREA SHALL CONTAIN A MINIMUM LAND AREA OF 200 S.F. REQUIRED LANDSCAPED AREA FOR ROWS OF PARKING SPACES: A LANDSCAPED AREA SHALL BE PROVIDED AT EACH END OF ALL ROWS F PARKING. IN ADDITION, 0 S 0 ON AT LEAST 1 LANDSCAPED AREA HALL D S BE PROVIDE BETWEEN EVERY 1 PACES PROVIDE 0 PARKING S D HOWEVER THAT WHEN FRONT 0 0 FRONT PARKING SPACES ARE UTILIZED, EACH REQUIRED LANDSCAPED AREA SHALL CONTAIN A MINIMUM LAND AREA OF 400 S.F. LENGTH SHALL MATCH THAT OF THE ADJACENT PARKING SPACE. REQUIRED TREES: AT LEAST 1 CANOPY TREE SHALL BE PROVIDED IN EACH REQUIRED LANDSCAPED AREA; PROVIDED, HOWEVER, THAT 2 CANOPY TREES SHALL BE PROVIDED FOR EACH REQUIRED LANDSCAPED AREA AS PRESCRIBED IN SUBSECTION A.2. THE LOCATION OF REQUIRED TREES IN REQUIRED LANDSCAPED AREAS SHALL BE WITHIN AN AREA THAT HAS A MINIMUM RADIUS OF 5 FEET FROM THE REAR EDGE OF THE LANDSCAPED AREA. v,. REQUIRED SHRUBS: EACH REQUIRED LANDSCAPED AREA SHALL BE PROVIDED WITH SHRUBS IN THE RATIO OF x "'r 5 SHRUBS PER EACH TREE REQUIRED. ALL LANDSCAPED AREAS SHALL BE COVERED IN GROUND COVER OR TURF, 9 TREES REQUIRED = 9 TREES PROVIDED 45 SHRUBS REQUIRED = 50 SHRUBS PROVIDED LANDSCAPE ADJACENT TO STREETS: OTHER STREET RIGHT-OF-WAY: A 10 FEET WIDE LANDSCAPED STRIP SHALL BE PROVIDED ALONG ALL PARCEL LINES ABUTTING A STREET R.O.W. OTHER THAN STREETS PRESCRIBED IN SUBSECTION 2.3.A AND B. TREES: 1 CANOPY TREE SHALL BE PROVIDED FOR EVERY 40 L.F. OF PARCEL LINE, TREES SPACING SHALL BE EVENLY SPACED. HEDGES: WHEN OFF-STREET PARKING, LOADING, UNLOADING AND VEHICULAR CIRCULATION AREAS ARE TO BE LOCATED ADJACENT TO THE STREET, A DENSE HEDGE OF EVERGREEN -TYPE SHRUBS SHALL BE PROVIDED IN THE FOLLOWING MANNER: AT INITIAL INSTALLATION, SHRUBS SHALL BE AT LEAST 2 FEET INSTALLED AT 30 INCHES O.C. THE HEDGE SHALL BE PLANTED FOUR FEET BEHIND THE TREE TRUNKS. WITHIN 1 YEAR OF INITIAL PLANTING, SHRUBS SHALL HAVE ATTAINED A HEIGHT OF 3 FEET AND SHALL PROVIDE AN OPAQUE VEGETATIVE SCREEN. GROUND COVER: SHALL BE PLANTED WITHIN THE BUFFER AND SHALL COMPLETELY COVER THE AREA WITHIN 3 MONTHS OF INSTALLATION. 1 TREE(S) SHALL BE PLANTED FOR EACH 40 L.F. OF THE LANDSCAPING STRIP (MELLONVILLE AVE) 616 L.F. / 40 L.F. = 15 TREES REQUIRED 15 TREES PROVIDED (CATAPULT RD) 437 L.F. / 40 L.F. = 11 TREES REQUIRED 11 TREES PROVIDED LANDSCAPE ADJACENT TO PARCEL LINES: WHEN OFF-STREET PARKING, LOADING, UNLOADING AND VEHICULAR CIRCULATION AREAS ARE TO BE LOCATED ADJACENT TO A PARCEL LINE OTHER THAN PARCEL LINES DESCRIBED IN SUBSECTION A OR B, ABOVE, A 10 FOOT WIDE LANDSCAPED STRIP SHALL BE PROVIDED ALONG THE PARCEL LINE. LANDSCAPE SHALL BE PROVIDED IN THE LANDSCAPED STRIP AS FOLLOWS: TREES: 1 CANOPY TREE SHALL BE PROVIDED FOR EVERY 40 L.F. SOUTH: 717 L.F. / 40 L.F. = 18 TREES REQUIRED = 18 TREES PROVIDED WEST: 850 L.F. / 40 L.F. = 22 TREES REQUIRED = NO TREES PROVIDED - ADJACENT TO RAILROAD SIDINGS. REQUESTING WAIVER PER PAGE J-13, SCHEDULE J, SECTION 3.5 B. RAILROAD SIDINGS. HEDGE: A DENSE HEDGE OF EVERGREEN -TYPE SHRUBS SHALL BE PROVIDED IN THE FOLLOWING MANNER: AT INITIAL PLANTING AND INSTALLATION, SHRUBS SHALL BE AT LEAST 2 FEET IN HEIGHT AND SHALL BE SEPARATED BY A DISTANCE OF 30 INCHES O.C. HEDGES SHALL BE PLACED AT LEAST 4 FEET BEHIND TREES. WITHIN 1 YEAR OF INITIAL PLANTING AND INSTALLATION, SHRUBS SHALL BE MAINTAINED AT A MINIMUM HEIGHT > OF 3 FEET AND SHALL PROVIDE AN OPAQUE VEGETATIVE HEDGE. HEDGE ROWS HAVE BEEN PROVIDED ALONG ALL PARKING ADJACENT TO PROPERTY LINES. REQUIRED TREES: WHEN BOTH BUFFER AND LANDSCAPED STRIP REQUIREMENTS APPLY, REQUIRED TREES SHALL BE PROVIDED. IN ADDITION, WHEN LANDSCAPE STRIP IS INCLUDED IN FULFILLING THE BUFFER REQUIREMENTS FOR THE PREMISE, THE MORE STRINGENT SHALL APPLY. TREE REMOVAL AND REPLACEMENT: 8 EXISTING TREES (317 TOTAL CALIPER INCHES) TO BE REMOVED 8 REPLACEMENT TREES (4" CALIPER) PROVIDED FOUNDATION LANDSCAPING: REQUIRED LANDSCAPE AREA: A MINIMUM OF A 5 FOOT WIDE LANDSCAPED AREA SHALL BE LOCATED ALONG 100% OF A BUILDING FACADE WITH FRONTAGE ALONG A STREET RIGHT OF WAY. REQUIRED TREES: WITHIN THE REQUIRED LANDSCAPE AREA THERE SHALL BE AT LEAST 2 ACCENT TREES OR 3 PALMS FOR EVERY 40 LINEAR FEET OF BUILDING FACADE. REQUIRED SHRUBS: WITHIN THE LANDSCAPED AREA THERE SHALL BE A MINIMUM OF 1 SHRUB FOR EVERY 20 E S.F. OF REQUIRED LANDSCAPED AREA. A MINIMUM OF 50 PERCENT OF THE AREA SHALL CONTAIN SHRUBS WITH THE REMAINDER TO BE GROUND COVER. FLA. D. O. T I I f, SIGN I 220 L.F. BUILDING FRONTAGE / 40 L.F. = 6 ACCENT TREES REQUIRED 6 ACCENT TREES PROVIDED SX 220 L.F. = 1100 S.F. REQUIRED LANDSCAPED AREA WITH FRONTAGE / 20 S.F. = 55 SHRUBS REQUIRED 58 SHRUBS PROVIDED PLUS GROUND COVER REQUIRED TREES AND SHRUBS: REQUIRED TREES SHALL HAVE A MINIMUM HEIGHT OF 12' AND A CALIPER REQUIREMENT OF 4" MEASURED 4.5' ABOVE THE GROUND UNLESS OTHERWISE PRESCRIBED IN THIS SCHEDULE. REQUIRED SHRUBS SHALL BE A MINIMUM OF 3 GALLON CONTAINERS UNLESS OTHERWISE PRESCRIBED IN THIS SCHEDULE. I i[ MEOW File: \\wdpartners.com\global$\co\efl\dv\efldV0003_fl_sanford\dvs\civil\efldv0003f 101-00.dwg Saw ? ' TM partners 7007 Discovery Blvd. Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento 3050 MELLONVILLE AVE. SANFORD, FL 32771 REVISIONS z a a PROTOTYPE LU STORE NUMBER WD PROJECT NUMBER EFLDV0003 0 z L 1 <=j d: 3/28/200710:53 AM (wda944) Plotted: 3/28/200711:35 AM (aplot) INSTALLATION NOTES ELECTIVELY PRUNE ALL BROKEN OR DAMAGED RANCHES IN SUCH A MANNER AS TO MAINTAIN HE NATURAL FORM OF THE TREE. "x 2"x 6' HARDWOOD STAKES (2) PER TREE ERPENDICULAR TO PREVAILING WINDS IN NDISTURBED SOIL. ATTACH WITH ELASTIC OR OLYETHYLENE WOVEN GUYS, TIE ONE PLASTIC LAG TO EACH GUY. ONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. LOOD TWICE DURING FIRST 24 HOURS, MULCH, EE PLANTING NOTES. OP OF ROOT BALL TO BE 1" TO 3" HIGHER THAN URROUNDING GRADE. CUT TWINE AND PULL URLAP BACK ON TOP 1/3 OF ROOT BALL. OCT BALL TO SIT ON UNDISTURBED SOIL WITH EMAINDER OF HOLE TO BE EXCAVATED AN DDITIONAL 6 INCHES. A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN THE DIAMETER OF THE ROOT BALL. C. REMOVE ALL TAGS AND NYLON TWINE DECIDUOUS TREE PLANTING Ll ■ 1 SCALE: NONE .............................. ..................................... SELECTIVELY PRUNE ALL BROKEN OR DAMAGED MAINTENANCE NOTES BRANCHES IN SUCH A MANNER AS TO MAINTAIN THE NATURAL FORM OF THE TREE. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE FOR A PERIOD OF 90 DAYS CONNECT ALL MAJOR LEADERS WITH GUY, AFTER SITE TURN OVER TO OPERATIONS. CONFIRM FINAL DATES WITH DARDEN CONSTRUCTION ATTACH ABOVE INTERSECTION OF LOWEST -- PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO PROJECT MANAGER. PRIMARY BRANCHES. ELASTIC OR POLYETHYLENE INSTALLATION; AFTER INSTALLATION EACH PLANT TURF MAINTENANCE WOVEN GUYS (3) GUYS PER TREE, EQUALLY SHALL BE INSPECTED AND PRUNED AS NEEDED TO A. STANDARD WEEKLY OCCURRENCE - SHALL BE EXECUTED 38 TIMES DURING THE ACTIVE SPACED. TIE ONE PLASTIC FLAG TO EACH GUY. REMOVE MINOR DEAD OR DAMAGED PORTIONS. GROWING SEASON AND 4 TIMES IN THE DORMANT SEASON. MECHANICAL WORK MAY BE CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM. DELETED IN THE DORMANT SEASON IF NOT NEEDED. FLOOD TWICE DURING FIRST 24 HOURS. MULCH, MULCH SEE PLANTING NOTES. SEE PLANTING NOTES. B. REMOVAL AND DISPOSAL OF ALL TRASH AND DEBRIS FROM LANDSCAPED AREAS PRIOR TO REMOVE BURLAP AND TWINE OR CONTAINER FROM COMMENCEMENT OF MOWING, TRIMMING, AND MECHANICAL EDGING. TOP OF ROOT BALL TO BE 1" TO 3" HIGHER THAN TOP 1/3 OF ROOT BALL. SURROUNDING GRADE. CUT TWINE AND PULL / // / C. MECHANICALLY EDGE ALL WALKS, CURBS, AND BEDDED AREAS, BURLAP BACK ON TOP 1/3 OF ROOT BALL. \\�\ \\\ —411 MOUND OF TOPSOIL MIXTURE TAMPED FIRM OVER D. AIR SWEEP ALL WALKS, CURBS, AND HARD SURFACED AREAS TO THE TURF PRIOR TO FOR TREES 10' AND HIGHER - (3) 2"x 4"x 24" \\//\ !G UNDISTURBED SOIL TO PREVENT SETTLEMENT. BAGGING OF GRASS CLIPPINGS AND MINOR DEBRIS: CIGARETTE BUTTS, ETC. PRESSURE TREATED STAKES ROOT BALL BOTTOM TO SIT ON UNDISTURBED \\/\ \ rE. MOW ALL TURF AREAS TO A HEIGHT THAT WILL SUSTAIN A HEALTHY AND VIGOROUS SOIL WITH REMAINDER OF HOLE TO BE 611 1611, APPEARANCE TO THE SITE AND REGION SPECIFIC; BAG ALL GRASS CLIPPINGS AND MINOR EXCAVATED AN ADDITIONAL 6 INCHES DEEPER. M10 IDTH OF DEBRIS. INSTALLATION NOTES BALL F. APPLY A POST EMERGENT HERBICIDE SUCH AS "ROUND -UP" TO ALL BEDDED AREAS AND A. BACKFILL WITH PREPARED TOPSOIL: SEE PLANTING NOTES. PROVIDE COMMERCIAL INSTALLATION NOTES PAVEMENT AREAS TO CONTROL ANY WEEDS. FERTILIZER, APPLY PER MANUFACTURERS DIRECTIONS. PLACE BACKFILL IN 8" LAYERS. A. EXCAVATION TO BE THE DEPTH OF ROOT BALL + 4". BACKFILL WITH PREPARED TOPSOIL: G. AIR SWEEP ANY RESIDUAL DEBRIS AFTER MOWING. B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 12" WIDER (ALL SIDES) THAN THE SEE PLANTING NOTES. PROVIDE COMMERCIAL FERTILIZER, APPLY PER MANUFACTURERS DIAMETER OF THE ROOT BALL. DIRECTIONS. H. REMOVE ALL LEAF MATTER FROM TURF AND LANDSCAPED AREAS DURING EACH AUTUMN C. REMOVE ALL TAGS AND NYLON TWINE B. CONTRACTOR SHALL EXCAVATE PIT WALLS VERTICALLY AND 6 WIDER (ALL SIDES) THAN THE VISIT. D. FOR TREES LESS THAN 10' PROVIDE G LONG HARDWOOD STAKE INSTALLED IN UNDISTURBED DIAMETER OF THE ROOT BALL. SCARIFY SIDES BEFORE PLANTING TURF CHEMICAL APPLICATIONS SOIL. FACE TOP STAKE INTO PREVAILING WIND. ATTACH WITH ELASTIC OR POLYETHYLENE C. REMOVE ALL TAGS AND NYLON TWINE. A. SPRING - EXECUTE A PRE -EMERGENT CHEMICAL AND FERTILIZER APPLICATION TO ALL TURF WOVEN GUYS AREAS THAT SHALL BE SITE AND REGION SPECIFIC TO PROMOTE A HEALTHY AND VIGOROUS MULTI -TRUNK STAKING SHRUB PLANTING APPEARANCE, Ll ■ -02 SCALE: NONE Ll ■= : NONE O � SCALEB. OBTAIN AND EVALUATE U A PH ANALYSIS TO DETERMINE THE CORRECT APPLICATIONS OF FERTILIZER, LIME, ETC., AND COORDINATE WITH DARDEN'S GENERAL MANAGER AT THE -- --WEED BARRIER AND STORE LEVEL TO PERFORM ANY NECESSARY CORE -AERATION, OVER -SEEDING AND PH PRE -EMERGENT HERBICIDE CORRECTIONS. THIS PORTION SHALL BE EXECUTED IN A TIME FRAME THAT IS CONDUCIVE TO RIVER ROCK, SEE PLANTING SCHEDULE THE SITE AND REGION SPECIFIC. THIS SPECIFIC PORTION SHALL BE COST PLUS TO THE TOP OF STAKE TO BE 1" BELOW TOP OF EDGING MAINTENANCE CONTRACT AMOUNT. TOP OF EDGING TO BE A" ABOVE TURF C. FALL - APPLY 3 APPLICATIONS OF LAWN FERTILIZER TO PROMOTE A VIGOROUS AND HEALTHY APPEARANCE THAT IS SITE AND REGION SPECIFIC. D. APPLY T - THE POST EMERGENT BROADLEAF WEED CONTROL IN THE TURF AREAS REAS a d - d a a it - T M - 0 MANAGE ANY BROADLEAF TYPE WE EDS THAT MAY HAVE PROLIFERATED WHEN EXCESSIVE a a a T SUMMER HEAT PROHIBITED THE APPLICATIONS OF POST -EMERGENT WEED CONTROL. - /\//\//\//\//\//\ co PLANT MATERIALS A. ALL BEDDED AND TREE RING HAL \ \ z S SHALL BE MULCHED TWICE THRU THE CONTRACT PERIOD WITH O ATOP-UALITY TYPE Q MULCH. IT SHALL BE THE LANDSCAPE CONTRACTORS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S RE P S ONSIBILITY w - ¢ TO DETERMINE THE SITE SPECIFIC MULCH REQUIREMENTS IL AS TO THE APPLICATION OF THE o - CORRECT AMOUNTS AND TYPE TO SUSTAIN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ z S HEALTHY AND VIGOROUS PLANT MATERIAL. \\ \\ \\ \\ \\ \\ \\/ \\ \\ \\ \\ \\ \\ w z w \/\/\ ¢ \\ \ \ \ \ \ \ \ \ \ \ \ \ I— B. PRIOR T \ \ \ \ \ \ \ \ \ \ \ \ 0 MULCHING, ALL DEBRIS AND LEAF MATTER SHALL BE REMOVED FROM BEDDED O \\\\\\\\\\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ U AREAS AND DISPOSED OF. ALL TREE RINGS AND BEDDED AREAS SHALL BE EDGED PRIOR TO wCrMULCHING. APRE-EMER E NT TYPE WEED CONTROLAND FERTILIZER SHALL BE APPLIED TO \ ALL BEDDED AREAS PRIOR TO MULCHING THAT IS SITE AND REGION SPECIFIC. C. ALL PLANT MATERIAL SHALL BE PRUNED 4 TIMES PER YEAR (3 DURING THE ACTIVE GROWING DETAIL NOTES SEASON AND 1 TIME DURING DORMANCY). A. BEDED GE SHALL BE 5EARTH TONE COMMERCIAL L S EEL EDGING WITH 12° SPIKES AT 30N D. ALL HEDGED MATERIAL ATERIAL MAY BE PRUNEDIT W H SHEARS; ALL OTHER PLANT MATERIAL SHALL CENTER MAXIMUM. ZINC SHALL NOT BE USED. BE HAND -PRUNED TO MAINTAIN A NATURAL APPEARANCE WITH ALL CUTS BEING MADE B. INSTALL EDGING ONLY IN AREAS TO SEPARATE RIVER ROCK FROM MULCH OR TURF, EDGING WITHIN THE CROWN OF THE PLANT TO MINIMIZE VISUAL CUTS. ALL TREES, SHRUBS AND SHALL NOT BE INSTALLED ADJACENT TO PAVEMENT. VINES SHALL HAVE CORRECTIVE PRUNING PERFORMED DURING THE DORMANT SEASON. C. WHERE EDGING TERMINATES AT PAVEMENT, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS. E. ALL PLANT MATERIAL SHALL BE CARED FOR UNDER AN IPM (INTEGRATED PEST MANAGEMENT) METAL BED EDGING PROGRAM. ALL PESTICIDE APPLICATIONS SHALL BE MADE DURING SITE AND REGION Ll A �C) SPECIFIC TIME FRAMES THAT WILL MAXIMIZE THE EFFECTS OF THE CHEMICAL TO CONTROL SCALE: NONE ANY PESTS OR PATHOGENS AND THAT WILL MAXIMIZE THE CONCEPT OF IPM. SOD NOTES SITE PREPARATION: A. SITE TO BE FINE GRADED BEFORE PERMANENT SEEDING OR SODDING. B. SOIL SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLING OR OTHER ACCEPTABLE MEANS. AND RAKED SMOOTH AND FREE OF ROOTS AND STONES OVER 1" DIAMETER. C. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAW GROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE SPECIFIED BY THE MANUFACTURER. SOD INSTALLATION: A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS PRODUCERS INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE NOT BROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. SODDING IS TO BE DONE IN EARLY -SPRING OR EARLY -FALL. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHALL BE STAKED. D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BY MANUFACTURER. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING. MAINTENANCE: A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD OR SEED INSTALLATION BEGIN IRRIGATION. SYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED OR SEEDED AREA MOIST. B. CONTINUED MAINTENANCE (MOWING, FERTILIZATION, WEEDING, ECT.) OF THE SODDED OR SEEDED AREA SHOULD BE PROVIDED BY A PROFESSIONAL LANDSCAPE MAINTENANCE CONTRACTOR. PLANTING NOTES A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT A VIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD. B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE, GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION, APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. HE SHALL NOTIFY GENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOT PROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TO THE LANDSCAPE CONTRACTOR, C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENT AND/OR INSTALLATION. D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS AND TO THE QUALITY STANDARDS OF'AMERICAN STANDARD FOR NURSERY STOCK', BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.1-2004. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE. E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE. SUBSTITUTED MATERIAL SHALL BE THE NEAREST EQUIVALENT SIZE, CONDITION AND GROWTH HABIT HAVING THE SAME ESSENTIAL CHARACTERISTICS WITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE. F. THE LANDSCAPE CONTRACTOR SHALL HAVE SOIL TESTS PERFORMED IN LAWN AND PLANTING BED AREAS TO EVALUATE NUTRIENT AND PH LEVELS. THE LANDSCAPE CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENT ADDITIVES AS RECOMMENDED BY SOIL TEST. G. IN AREAS OF INDIGENOUS HEAVY CLAY SOILS A PERCOLATION TEST SHALL BE PERFORMED. SOIL DRAINAGE AMENDMENTS AND/OR DRAINAGE STRUCTURES SHALL BE INSTALLED IN PLANTING BEDS AND TREE PITS AS RECOMMENDED BY THE SOILS PERCOLATION TEST REPORT. H. ALL PLANTING BEDS TO RECEIVE 8" MIN. OF PREPARED BACK FILL MIX. ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACK FILLED WITH PREPARED BACK FILL MIX. PREPARED BACK FILL MIXTURES SHALL BE MIXED ON SITE, CONSISTING OF ONE PART TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOIL FROM EXCAVATION. TOPSOIL: D526 ASTM S 8, PH RANGE OF 5.5 TO 7 MIN. 4 PERCENT ORGANIC MATERIAL FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT: SPHAGNUM PEAT MOSS OR EPA RATED CLASS IV COMPOST. I. ALL PLANTING BED EDGES TO BE SMOOTH FLOWING ARCS. BEDS TO BE LAID OUT AND APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO PLANTING. J. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARYTO AVOID UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING(S). K. PARKING LOT TREES SHALL HAVE A CLEAR CANOPY DISTANCE OF 6 MINIMUM FROM PAVING. L. TREES SHALL BE PLACED A MINIMUMF 0 3 FROM SIDEWALKS, CURBS OR FIRE HYDRANTS. M. PLANTINGS SHALL BE FERTILIZED UPON INSTALLATION WITH A SLOW RELEASE GRANULAR COMMERCIAL TREE/SHRUB F ERTILIZER, RATE PER MANUFACTURER'S S INSTRUCTIONS. FERTILIZER TO BE MIXED WITH BACK FILL PREVIOUSLY DESCRIBED. FERTILIZER TABLETS ARE NOT ACCEPTABLE. N. PLANTING BEDS SHALL BE COVERED WITH PRE -EMERGENT HERBICIDE APPLIED AT PRODUCT SPECIFIED RATE UNLESS OTHERWISE NOTED, 0. ALL PLANTING BEDS SHALL BE COVERED WITH MESH WEED BARRIER. IMPERVIOUS PLASTIC IS NOT ACCEPTABLE. P. MULCH SPECIFIED PLANTING BEDS WITH DISEASE AND PEST FREE MULCH OF UNIFORM COLOR WITH AN AVERAGE APPLIED THICKNESS OF 2" TO 3". IT SHALL BE FREE OF TWIGS, LEAVES OR OTHER MATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS, SEE LANDSCAPE PLAN. Q. WITHIN CONTRACT LIMITS, SEED OR SOD ALL AREAS NOT COVERED BY PAVING, BUILDINGS OR PLANTING BEDS UNLESS OTHERWISE NOTED. SODDING SHALL NOT BEGIN UNTIL AREA HAS RECEIVED A FINISHED GRADE. R. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS (EXISTING OR PROPOSED) UNTIL SITE TURNOVER. S. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, T. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS. MECHANICAL ROOM IRRIGATION � WIRELESS RAIN CHECK CONTROLLER WEATHER SENSOR (SEE IRRIGATION SCHEDULE FOR TYPE) 2 11 JUNCTION BOX BACKFILL WITH CLEAN SOIL 0 0 FREE OF ROCKS AND ORGANICS. MIN. EDGE OF PAVING OR ° °� NOZZLE AS REQUIRED. SEE 4 o °° a ° ° o IRRIGATION SCHEDULE FOR ELEC. CONDUIT TAMP EVERY 4" OF LIFT r °0 ° 0 0 0 ° (120V PWR. IN) PLASTIC VALVE BOX WITH MIN. �1 o o DESIRED RADIUS. 0 0 ° : ELEC. CONDUIT CONTROL VALVE EXTENSIONS IF NECESSARY FACE OF WALL 0 °0 0 0 °0 0 NOZZLE AS REQUIRED. SEE (24V PWR. OUT) (SIZE PER IRRIGATION ° ° ° ° IRRIGATION SCHEDULE FOR GROUND VALVE BOX SCHEDULE) INSTALL VALVE BOX 1/2" ABOVE NOZZLE AS REQUIRED. SEE 0 00 °0 ° ° DESIRED RADIUS. ROD QUICK COUPLING FINISH GRADE IN TURF AND 2" IN IRRIGATION SCHEDULE FOR ° ° ° ° { VALVE SHRUB AREAS DESIRED RADIUS. ° ° 0 ° ° 0 0 FINISH GRADE X' 11 1 VU 4 \ SET HEAD FLUSH WITH\ \ /\\/� �HARDSCAPE \ \ \ \ \ /\ /\\i\\i \ \ \ \ \ \ \ \ \ \ \ \ FI N I H / / / / / / / / / / / / / / 1 / / / / / / \/ /\/\ \ \ \ \ \ \ S GRADE /\/\ \ V STREET /\/\/\/\/\/\/ \\ \\ \\ \\ \\ / " \ // // iFINISH GRADE // // // // ' // / / iFINISH RAE / / // // // // // // // ,LARGE AREA 1\\i\\i\\i\\i\\i\\��//\// / , , , a \/ \\i\\\i\\\i',w,� �,� �,� �,� �1w1i G D /\TURF VALVE BOX — ELLS �/\ z \// / / /\//\ \ „ /��/j /j /j / .\7 PVC ELL /\\ \ z \ \ FINISH GRADE' \ \ ' \ 4 TURF POP-UP SPRAY /�\/\\/\\/SET HEAD FLUSH WITH / MALE BARBED ELBOW 14/1 DIRECT BURIAL 1"STREET \ c\1\\\\��\\�\\��\\��\\��\\��\\��\\% z \\ HEAD /i�/// FINISH GRADE /\ �i �i �i �i �i �i ' LATERAL LINE WITH TEE WIRE INSTALLED IN ELL 1" SCH80 NIPPLE ° ° °°�4 %// T °d %/%� SCHEDULE 40 C\l MALE BARBED ELBOW 12" SHRUB POP-UP OR ELL DD o o° ° D °� °a°D ° ° ° 4 PEA \ \ \ \ ° ° a SWING PIPE ®oa D oeoa�D CONDUIT OR UNDER o°° ° oDa (LENGTH AS REQUIRED) °°'° ° o ° n° °° o GRAVEL ASE j/// SWING PIPE (MIN. 12 LONG) °°p°a° ��o 0 0°° (MIN. 12" LONG) SPRAY D o ° ° MAINLINE ®°D ° DD ° o°D o ° D° DODD °O°OD °° i D o ° ° DO° 00 a ° D° pO DO o O oo °o Da O o° D° OD O O o a G o D o O °D o o ° ° ° Da PVC TEE D o° D°ooDOD DDOo°° °D LATERAL LINE WITH MALE BARBED ELBOW MALE BARBED ELBOW MALE BARBED «, D D o o° /\\\ ELBOW Do°Dno °°o °oDo �o°o opo ° o°oaf LATERAL LINE TEE OR ELL T ELECTRICAL CONDUIT oD° :. ° D D ° ° D ::.... .:..:....:. WITH TEE OR ELL O POINT OF CONNECTION. EE S IRRIGATION PLAN FOR METER AND BRICKS OR TREATED 2x4 BLOCKS SHALL BE PLACED MAINLINE MAINLINE WITH PVC /\USE CODE DEPTH SWING MAINLINE SWING PIPE (MIN. 12 LONG) MAINLINE MALE BARBED ELBOW BACKFLOW TYPE AND LOCATION, UNDER OPPOSITE CORNERS TO PREVENT SETTLING TEE OR ELL \IF GREATER\\ SLEEVING TYPICALLY PROVIDED BY GENERAL CONTRACTOR. , 1-Y2"COPPER IRRIGATION WATER LINE SIZE BRASS GATE VALVE AS REQUIRED FOR MAINTENANCE /��/��//�//�//,,/A IRRIGATION CONTRACTOR TO VERIFY LOCATION AND SERVICE LINE AND REPAIR. TRANSITION FROM COPPER TO PVC COMMON WIRE FROM CONDITION, INSTALL ADDITIONAL SLEEVING IF REQUIRED ROTOR ZONE. CONTROLLER TO VALVE WIRE FROM NO POP-UP HEADS LOCATED IRRIGATION SYSTEM SCHEMATIC ELECTRIC CONTROL VALVE CONTROLLER LAWN ZONE BED ZONE ON SAME LATERAL L 1 1 _ SCALE: NONE O 5 AND ON TO NEXT VALVE ■ .. ........ .. ..:1:11»1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1::: , ..'::,^ ;';';'"';•. .. ...•..... •••••.• .. ... .. ... :....... E. Et. .. :.. . ... ... .:::.....if6iP.e�f£�?a.... ,... •, rill/. :.»::... .. . - •1:::>n:rrrr':rr::.. ;i . ............... ..............:..:....<. ..•:.�...... :. ......, ... : /... 111:1:11 : .:...... --.. n.-::-. ... <:. : , ,: ,i , «. ::: ::::::::»: File: \\wdpartners.com\global$\co\efl\dv\efldv0003_fl_sanford\dvs\civil\efldv0003f 101-01.dwg Saved TIM parrtn ers 7007 Discovery Blvd, Dublin, OH 43017 614.634.7000 T 614.634.7777 F wdpartners.com Atlanta Boston Chicago Columbus Dallas Los Angeles Miami Sacramento IQ 3050 MELLONVILLE AVE. SANFORD, FL 32771 rM REVISIONS REVISION #1 11.12.06 J a PROTOTYPE LU a STORE NUMBER Q _ U WD PROJECT NUMBER EFLDV0003 z J 11/30/2006 12:12 PM (wda492) Plotted: 3/28/2007 11:35 AM (aplot) ,, ■ ZONE SCHEDULE ZONE TOTAL FLOW TOTAL HEADS O WIRELESS RAIN CHECK WEATHER SENSOR BY HUNTER MOUNT IN DISCREET LOCATION. O 1 24.93 G.P.M. 20 2 7.01 G.P.M. 24 3 18.99 G.P.M. 26 4 5.46 G.P.M. 18 5 8.00 G.P.M. 23 6 21.01 G.P.M. 29 7 9.05 G.P.M. 26 8 9.00 G.P.M. 18 9 9.00 G.P.M. 18 10,000 SQ. FT. STORAGE BUILDING TOP OF SLAB =7. 5 50 » r,, x � — ExOH Elec 2" WELL 30'-40' DEPTH COORDINATI FINAL LOCATION WITH WELL CONTRACTOR TYP. OF 9 20,000 SQ. FT. MILLWORK BUILDING TOP OF SLAB =58.00 �f I IM m r f t PROPOSED 15 FIRE LINE EASEMENT 491, 35ZSQ. FT. . 11.y8''ACRES+ TYP. — Ex OH Elec E — — Fx OH Elec — — — Ex OH Elec PATAPULT ROAL (OLUMBER 12,000 SQ. FT. MAIN BUILDING TOP OF SLAB = 58.50 TYP. OF 3 0 12,6N SQ, FT. STORAGE PHED 12,000 SQ. FT. STORAPE SH" D S89054'55"W I Iv 50.00' aA" TY P. OF 7 ..sj OF 1'1 I I ..:.:vy 71 :k I a) I )F1 2 TYP. OF 15I M Call before you dig It's not just another catohy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION I GENERAL NOTES A. PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE L DRAWINGS AVAILABLE FROM THE OWNER AND/OR LANDSCAPE ARCHITECT AND CONSULT WITH OWNERS REPRESENTATIVE AND UTILITY COMPANY'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE GRANTED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. B. IRRIGATION PLAN SHOWN IS SCHEMATIC WITH PROPOSED LOCATIONS OF SPRINKLER HEADS. IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWINGS SHOWING ALL VALVES, HEADS, PUMPS k AND LINES SIZES TO OWNER PRIOR TO INSTALLATION. C. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVERALL AREAS PLANTED ON PLANTING PLAN(S). D. IRRIGATION CONTRACTOR SHALL MAKE ANY FIELD CHANGES IN THE SYSTEM NECESSARY TO MAKE THE SYSTEM PERFORM AS SPECIFIED. THIS INCLUDES ADDING HEADS TO PROVIDE THE REQUIRED HEAD TO HEAD COVERAGE. E. IRRIGATION CONTRACTOR TO VERIFY ALL WATER PRESSURES. L F. IRRIGATION CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS TO THE OWNER PRIOR TO FINAL ACCEPTANCE. G. IRRIGATION CONTROLLER AND PROGRAMMING TO BE PROVIDED BY IRRIGATION CONTRACTOR. H. CONTRACTOR TO VERIFY LOCATION AND OPERATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. I. BEDLINES SHALL BE ESTABLISHED BY THE LANDSCAPE CONTRACTOR PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM. J. THE IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL BEFORE PLANT INSTALLATION MAY BEGIN. K. SEE DETAIL L1.1.05 FOR INSTALLATION DETAILS OF IRRIGATION SYSTEM. L. ALL SLEEVES UNDER WALKS AND DRIVES SHALL BE 4" DIA. SCHEDULE 40 PVC AT 20" DEPTH BELOW PAVEMENT SUBGRADE INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO FLAG ENDS OF SLEEVES. m M. ALL CONTROL WIRE TO BER N WITH PIPE AS INSTALLED. CONTROL WIRE SHALL BE DIRECT BURIAL o SOLID COPPER MIN. GAUGE #14 U.F. (#12 U.F. RUNS OVER 2000 LF). COMMON GROUNDWIRE TO BE WHITE MIN. GAUGE #12 U.F.. PROVIDE SEPARATE GROUND WIRE FOR EACH IRRIGATION ' 9 CONTROLLER. ALL ELECTRICAL CO C CONNECTIONS SHALL BE WATER PROOF. — N. ALL DEBRIS SPILLED IN ANY ADJACENT R.D.W. AND OR ADJOINING PROPERTIES SHALL BE CLEANED P BY THE CONTRACTOR. { 0. IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL REQUIREMENTS. F PIPE& CONTROLS END LEGEND= , 12 ST. IRRIGATION CONTROLLER IN MECHANICAL ROOM. HUNTER ICC SERIES WITH PLASTIC CABINET. O WIRELESS RAIN CHECK WEATHER SENSOR BY HUNTER MOUNT IN DISCREET LOCATION. O \ � F 'i. y S SDR -PRESSURE RATED FLEXIBLE POLYETHYLENE OR CLASS 200 PVC. SIZE BY CONTRACTOR. ' 4" DIAMETER SCHEDULE 40 PVC IRRIGATION SLEEVE. GENERAL CONTRACTOR TO INSTALL AND FLAG ENDS. 1 \ i g t L rm»rrry.:..:....rrrrrrrrmm»xi»r»», > S ' etc �' rrm»». ...rrrrrrrrrrrrrr. r»»srr».r r r»»»»»»» »»»»»»» »»» ,. » , » s rr r»r.. r r..,. ..., r:.• .... PLAN FOR RADIUS AND THROW ANGLE. ADDITIONAL MATERIALS (CONTROL ,; VALVES, HEADS, MAINLINE, LATERALS, ETC.) MAY BE REQUIRED DUE TO S \ I'Z 9 6 /q•"»'Yli, ary SPRAY THROW RADIUS / (-) = SEE SPRAY PATTERN BELOW MULTI -STREAM BUBBLER / (-) = SEE SPRAY PATTERN BELOW SEE RADIUS ABOVE / SPRAY PATTERN ANGLE S THROW RADIUS, CENTER STREAM BUBBLER 5'x30' THROW AREA SIDE STRIP SPRAY 5'x15' THROW AREA CORNER STRIP SPRAY / (-) = SIDE (L or R) \ -24j \ »»: .- — — -- — z" "'< 491, 35ZSQ. FT. . 11.y8''ACRES+ TYP. — Ex OH Elec E — — Fx OH Elec — — — Ex OH Elec PATAPULT ROAL (OLUMBER 12,000 SQ. FT. MAIN BUILDING TOP OF SLAB = 58.50 TYP. OF 3 0 12,6N SQ, FT. STORAGE PHED 12,000 SQ. FT. STORAPE SH" D S89054'55"W I Iv 50.00' aA" TY P. OF 7 ..sj OF 1'1 I I ..:.:vy 71 :k I a) I )F1 2 TYP. OF 15I M Call before you dig It's not just another catohy slogan. It's the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION I GENERAL NOTES A. PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE L DRAWINGS AVAILABLE FROM THE OWNER AND/OR LANDSCAPE ARCHITECT AND CONSULT WITH OWNERS REPRESENTATIVE AND UTILITY COMPANY'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE GRANTED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. B. IRRIGATION PLAN SHOWN IS SCHEMATIC WITH PROPOSED LOCATIONS OF SPRINKLER HEADS. IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWINGS SHOWING ALL VALVES, HEADS, PUMPS k AND LINES SIZES TO OWNER PRIOR TO INSTALLATION. C. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVERALL AREAS PLANTED ON PLANTING PLAN(S). D. IRRIGATION CONTRACTOR SHALL MAKE ANY FIELD CHANGES IN THE SYSTEM NECESSARY TO MAKE THE SYSTEM PERFORM AS SPECIFIED. THIS INCLUDES ADDING HEADS TO PROVIDE THE REQUIRED HEAD TO HEAD COVERAGE. E. IRRIGATION CONTRACTOR TO VERIFY ALL WATER PRESSURES. L F. IRRIGATION CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS TO THE OWNER PRIOR TO FINAL ACCEPTANCE. G. IRRIGATION CONTROLLER AND PROGRAMMING TO BE PROVIDED BY IRRIGATION CONTRACTOR. H. CONTRACTOR TO VERIFY LOCATION AND OPERATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. I. BEDLINES SHALL BE ESTABLISHED BY THE LANDSCAPE CONTRACTOR PRIOR TO THE INSTALLATION OF THE IRRIGATION SYSTEM. J. THE IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL BEFORE PLANT INSTALLATION MAY BEGIN. K. SEE DETAIL L1.1.05 FOR INSTALLATION DETAILS OF IRRIGATION SYSTEM. L. ALL SLEEVES UNDER WALKS AND DRIVES SHALL BE 4" DIA. SCHEDULE 40 PVC AT 20" DEPTH BELOW PAVEMENT SUBGRADE INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO FLAG ENDS OF SLEEVES. m M. ALL CONTROL WIRE TO BER N WITH PIPE AS INSTALLED. CONTROL WIRE SHALL BE DIRECT BURIAL o SOLID COPPER MIN. GAUGE #14 U.F. (#12 U.F. RUNS OVER 2000 LF). COMMON GROUNDWIRE TO BE WHITE MIN. GAUGE #12 U.F.. PROVIDE SEPARATE GROUND WIRE FOR EACH IRRIGATION ' 9 CONTROLLER. ALL ELECTRICAL CO C CONNECTIONS SHALL BE WATER PROOF. — N. ALL DEBRIS SPILLED IN ANY ADJACENT R.D.W. AND OR ADJOINING PROPERTIES SHALL BE CLEANED P BY THE CONTRACTOR. { 0. IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL REQUIREMENTS. F PRODUCTS PROVIDED BY RAINBIRD THAT ARE OF EQUAL OR SUPERIOR QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. IRRIGATION MAIN LINE IS SHOWN SCHEMATICALLY FOR CLARITY. MAIN LINE TO BE LOCATED IN GREENSPACE AT DISCRETION OF IRRIGATION CONTRACTOR, CONTRACTOR TO PROVIDE BID ALTERNATE FOR INSTALLING IRRIGATION IN THE 45TH AVENUE RIGHT-OF-WAY. Sunshine State One Call 0 20 40 80 _ i www.callsunshine.com SCALE: V = 40.00' o 1-800-432-4770 z ................................. ., :: ii viii: �» o i�»�:i .. :: , .. s i' i., i...............:•., ss....... ; ::: ' i » , : iri£x:.:�1..'a.`Gni;;;;;;;;;;;;;;;•%;;iitsi;;;;i.. .... -, 5i ....... 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PROTOTYPE k STORE NUMBER O0 F WD PROJECT NUMBER EFLDV0003 11 L2f ad: 3/28/200710:59 AM (wda944) Plotted: 3/28/2007 11:35 AM (aplot) PIPE& CONTROLS END LEGEND= O 12 ST. IRRIGATION CONTROLLER IN MECHANICAL ROOM. HUNTER ICC SERIES WITH PLASTIC CABINET. O WIRELESS RAIN CHECK WEATHER SENSOR BY HUNTER MOUNT IN DISCREET LOCATION. O 4" WELL 150' DEPTH TO BE PROVIDED BY WELL CONTRACTOR VERIFY FINAL LOCATION 2" PVC CLASS 200 IPS PLASTIC MAIN LINE. LOCATION ON PLAN IS SCHEMATIC. 12" POP-UP USED PRIMARILY IN BEDS. SDR -PRESSURE RATED FLEXIBLE POLYETHYLENE OR CLASS 200 PVC. SIZE BY CONTRACTOR. ' 4" DIAMETER SCHEDULE 40 PVC IRRIGATION SLEEVE. GENERAL CONTRACTOR TO INSTALL AND FLAG ENDS. ALL HEADS (EXCEPT RAINBIRD DEEP ROOT WATERING SYSTEM) TO BE 1" ELECTRIC REMOTE CONTROL VALVE. HUNTER PGV-100 SERIES. PRODUCTS PROVIDED BY RAINBIRD THAT ARE OF EQUAL OR SUPERIOR QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. IRRIGATION MAIN LINE IS SHOWN SCHEMATICALLY FOR CLARITY. MAIN LINE TO BE LOCATED IN GREENSPACE AT DISCRETION OF IRRIGATION CONTRACTOR, CONTRACTOR TO PROVIDE BID ALTERNATE FOR INSTALLING IRRIGATION IN THE 45TH AVENUE RIGHT-OF-WAY. Sunshine State One Call 0 20 40 80 _ i www.callsunshine.com SCALE: V = 40.00' o 1-800-432-4770 z ................................. ., :: ii viii: �» o i�»�:i .. :: , .. s i' i., i...............:•., ss....... ; ::: ' i » , : iri£x:.:�1..'a.`Gni;;;;;;;;;;;;;;;•%;;iitsi;;;;i.. .... -, 5i ....... Fig.;;;•%;;;;;;;;;;;;;;;;;;;; <iis.•%;;sZ%i :::iirafi3.,':si?�Li�i� ll.. 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PROTOTYPE k STORE NUMBER O0 F WD PROJECT NUMBER EFLDV0003 11 L2f ad: 3/28/200710:59 AM (wda944) Plotted: 3/28/2007 11:35 AM (aplot) IRRIGATION HEAD LEGEND C RAINBIRD ROOT WATERING SYSTEM. RWS-BG02 WITH FACTORY INSTALLED 1402 (.50 G.P.M.) BUBBLER. O 4" POP-UP USED PRIMARILY IN LAWNS. HUNTER INSTITUTIONAL SPRAY WITH CHECK VALVE. 12" POP-UP USED PRIMARILY IN BEDS. HUNTER INSTITUTIONAL SPRAY WITH CHECK VALVE. ALL HEADS (EXCEPT RAINBIRD DEEP ROOT WATERING SYSTEM) TO BE INSTALLED USING MP ROTATOR NOZZLES BY WALLA WALLA SPRINKLER COMPANY (509) 525-7660. LOCATE A DISTRIBUTOR AT MPROTATOR.COM. SEE PLAN FOR RADIUS AND THROW ANGLE. ADDITIONAL MATERIALS (CONTROL VALVES, HEADS, MAINLINE, LATERALS, ETC.) MAY BE REQUIRED DUE TO INCREASED G.P.M. IF CONTRACTOR PROPOSES ALTERNATIVE NOZZLES. SPRAY THROW RADIUS / (-) = SEE SPRAY PATTERN BELOW MULTI -STREAM BUBBLER / (-) = SEE SPRAY PATTERN BELOW SEE RADIUS ABOVE / SPRAY PATTERN ANGLE S THROW RADIUS, CENTER STREAM BUBBLER 5'x30' THROW AREA SIDE STRIP SPRAY 5'x15' THROW AREA CORNER STRIP SPRAY / (-) = SIDE (L or R) PRODUCTS PROVIDED BY RAINBIRD THAT ARE OF EQUAL OR SUPERIOR QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. IRRIGATION MAIN LINE IS SHOWN SCHEMATICALLY FOR CLARITY. MAIN LINE TO BE LOCATED IN GREENSPACE AT DISCRETION OF IRRIGATION CONTRACTOR, CONTRACTOR TO PROVIDE BID ALTERNATE FOR INSTALLING IRRIGATION IN THE 45TH AVENUE RIGHT-OF-WAY. Sunshine State One Call 0 20 40 80 _ i www.callsunshine.com SCALE: V = 40.00' o 1-800-432-4770 z ................................. ., :: ii viii: �» o i�»�:i .. :: , .. s i' i., i...............:•., ss....... ; ::: ' i » , : iri£x:.:�1..'a.`Gni;;;;;;;;;;;;;;;•%;;iitsi;;;;i.. .... -, 5i ....... Fig.;;;•%;;;;;;;;;;;;;;;;;;;; <iis.•%;;sZ%i :::iirafi3.,':si?�Li�i� ll.. 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PROTOTYPE k STORE NUMBER O0 F WD PROJECT NUMBER EFLDV0003 11 L2f ad: 3/28/200710:59 AM (wda944) Plotted: 3/28/2007 11:35 AM (aplot) METAL SHEETING BASE ANGLE MONOLITIHIC CONCRETE SLAB AND PERIMETER POUR TYPICAL FLOOR SLAB 5" THICKNESS FINISH FLOOR EL. 4 MIL VAPOR BARRIER o0 4" COMPACTED STONE COMPACTED SUBGRADE (1) CONT. #4 BAR -� 24" I� - SECTION A -A MONOLITHIC GRADE BEAM SECTION N.T.S. MAIN FRAME METAL SHEETING OUTSIDE FACE OF BUILDING INVERTED "C" CHANNEL FROM METAL BLDG. MANUFACTURER 8" BLOCK #4's 0 32"c/c CONCRETE OR CMU o I= o w TYPICAL FLOOR FINISH GRADE SLAB 5" THICKNESS F.F.E. N a (SEE SITE PLAN) 4 MIL VAPOR BARRIER 4" COMPACTED STONE04 COMPACTED SUBGRADE �'•' �L #4LF 'S CONT. FHK SECTION B -B SPLIT FACE BLOCK WALL PERIMETER SLAB SECTION N.T.S. ANCHOR BOLTS—REFER TO BLDG. MANUFACTURERS PLANS #6 HAIRPIN AS REQ'D ISOLATION JOINT TYPICAL FLOOR SLAB FINISH GRADE 7. 6 .':: • ,•. DOWELS 4 MIL VAPOR BARRIER ' �'• 3" CLEAR o 4" COMPACTED STONE I COMPACTED SUBGRADE TYP. SEE SCHEDULE ' ` At' s•' ABOVE FOR DIMS. #5 BARS AS SHOWN BOTTOM ONLY SECTION C -C COLUMN PIER AND FOOTING SECTION N.T.S. JOINT FILLER CONSTRUCTION JOINT 5" REINFORCED CONCRETE SLAB 1 1/4" DEEP .'. 1a •4'/1,'•}x'. .�'ia.f •. •'Yl a'. 4 4 MIL VAPOR BARRIER FIBER MESH 24" #4 REBAR AT 24" O.C. AT CONSTRUCTION JOINT CONSTRUCTION JOINT SECTION N.T.S. ,,---TYPICAL FLOOR ♦ - �,k�-6 MIL VAPOR BARRIER 4" COMPACTED STONE �'� " O'��•�°�� -0,0.0,0. COMPACTED—CONDUIT SWEEP SELECT LOCALREQUIREMENTS TYPICAL•SECTION FOR INSTSLAB ALLATION UNDER FLOOR N.T.S. iQ, - �1G 4 ANCHOR BOLTS (REFER TO BUILDING MANUFACTURERS PLAN FOR LOCATION AND PLACEMENT) CONCRETE COLUMN WITH 45' CHAMFERS PERIMETERGRADE BEAM #6 HAIRPIN (WHERE REQUIRED, SEE FOUNDATION PLAN) #4 TIES #6 DOWEL �,• OG "HOOK" TO BE UNDER #5 BARS AS SHOWN FOOTING REINFORCEMENT ISOMETRICS N.T.S. SPREAD FOOTING UNDER COLUMN PIERS rNOTE:R THE CORRECT NUMBER & PROPER ACING OF THE ANCHOR BOLTS IN CH COLUMN PIER. SEE THE METAL ILDING MANUFACTURER'S ANCHOR LT LAYOUT PLAN. FOOTING 1 PIER / SLAB ISOMETRIC N.T.S. PROJECT INFORMATION ANCHOR BOLTS—REFER TO SCALE: 1/80$=1 '-0" BLDG. MANUFACTURERS PLANS (1) #6 X 10'-0" BAR 60' #6 HAIRPIN AS REQ'D DESIGN BY: J M L ISOLATION JOINT DATE: 11/15/6 TYPICAL FLOOR SLAB N FINISH GRADE � Q. a O ,o, 0 a'. 6 MIL VAPOR BARRIER -4 .i�. • !• .�! .i •. .. DOWELS 4" STONE BASE 2" RIGID INSULATION o . ` ' '•':, `,' 3" CLEAR ::a" •� • • ' w TYP COMPACTED SUBGRADE v ;.•,.' ;•'`.•:,:�`', . ",. .: . z. SEE SCHEDULE .•' : "��• ,:•. °��l'` 1''' FOR DIMENSIONS 5 BARS AS SHOWN BOTTOM ONLY SECTION D -D COLUMN PIER AND FOOTING SECTION SPREAD FOOTING UNDER COLUMN PIERS rNOTE:R THE CORRECT NUMBER & PROPER ACING OF THE ANCHOR BOLTS IN CH COLUMN PIER. SEE THE METAL ILDING MANUFACTURER'S ANCHOR LT LAYOUT PLAN. FOOTING 1 PIER / SLAB ISOMETRIC N.T.S. N.T.S. PLANS REVIEWED AVBEL ENGINEERING Vernon E. Smith Engineer 43 RIDGEWOOD AVENUE MCDONALD, PA 15057 TEL. (724) 745-1965 FAX. (724) 745-1034 NEI► FACIL1Tl BLDG J1 12,000 S -F. MAIN BLDG. FOUNDATION PLAN MELLONVILLE AVE. & CATAPULT RD CITY OF SANFOR D SEMINOLE COUNTY ,FL PROJECT INFORMATION `''' °� 2��° MA 9 2 f tl? SCALE: 1/80$=1 '-0" JOB NO. 13—SAN (1) #6 X 10'-0" BAR 60' SHEET NO. A01 DESIGN BY: J M L DRAWN BY: RCN DATE: 11/15/6 x � w zLi J PIER REINFORCEMENT (SEE PIER FOOTING SCHEDULE FOR SIZE OF REINFORCEMENT) WIDTH FOUNDATION SCHEDULE PIER TIES DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION N.T.S. Al—A6 .. " ., 18 Wx27 D W/#6 DWLS ®8 " 4 —6 x4 —6 x15" W/#5 G1—G6 EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8" o.c. B1,B6,C1,C6 18"Wx27"D W/(8)#6 DWLS 0 8" 7'-0"x7'—O"x15" W/f5 D1,D6,E1,E6 EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8' o.c. F1,F6 NOTE: ALL PIERS TO HAVE 45' CHAMFER TO CONTROL JOINTS NOTES: 1. SEE BUILDING MANUFACTURERS PLANS FOR BASE PLATE DETAILS. ALL DIMENSIONS TO BE CHECKED AND ANY DIFFERENCES REPORTED TO THE OWNER. 2. FOOTING DEPTHS SHALL BE ACCORDING TO LOCAL REQUIREMENTS, BUILDING CODES OR SOIL TESTING RESULTS WITH MOST STRINGENT GOVERNING. 3. ALL CONCRETE, FOOTERS, PIERS, GRADE BEAMS TO BE 3000 psi MIN. 4. ALL CONCRETE SLABS ON GRADE TO BE 3000 psi MIN. REVISIONS 5. BUILDING MANUFACTURERS DIMENSIONS AND DETAILS SHALL GOVERN O NO DATE ON ALL CASES, CONSULT THE ENGINEER FOR ANY CHANGES TO THE PLAN. Q DESCRIPTION ** REFER TO BUILDING MANUFACTURERS PLANS. 0 84 L UMBER 1019 ROUTE 519 EIGHTY FOUR, PA 1533 (724) 228-3636 N.T.S. PLANS REVIEWED AVBEL ENGINEERING Vernon E. Smith Engineer 43 RIDGEWOOD AVENUE MCDONALD, PA 15057 TEL. (724) 745-1965 FAX. (724) 745-1034 NEI► FACIL1Tl BLDG J1 12,000 S -F. MAIN BLDG. FOUNDATION PLAN MELLONVILLE AVE. & CATAPULT RD CITY OF SANFOR D SEMINOLE COUNTY ,FL PROJECT INFORMATION `''' °� 2��° MA 9 2 f tl? SCALE: 1/80$=1 '-0" JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. A01 DESIGN BY: J M L DRAWN BY: RCN DATE: 11/15/6 12'-0" 21'-0" - 19'-0" 11'-0" 37'-0" © © 0 0 ------ ---- -- —_ ---- --- ----- — -- oExr NAI L NAI L NAIL 21'-0" I RACK RACK RACK Q i — — — 4'Dx10'Lx9'H(4.2)(A) 4'Dx10'Lx9'H(4.2)(A) 4'Dx10'Lx9'H 4.1 S U I 0 0 0 0 o �- _ - 0 CONFERENCE 10 - i ROOM 16 TAaLE-4'x10' T= HARDWARE HARDWARE HARDWARE HARDWARE RAC K(oPT A) RAC OPT A) RAC K(DPT A) RAC K(OPT A 0 0 0 Q — — — J 4'Dx8'-6U9 3.2 4'Dx8'-6"Lx9'H 3.2 A 4'Dx8'-6"Lx9'H (3.2)(A) 4'Dx8'-6%x9'H (3.1)(S) ; �� mHARDWARE HARDWARE HARDWARE HARDWARE _ _ _ — — RAC K(DPT N RAC K(DPT A) RAC K(DPT A) RAC K(GPT Ax C3 © U — — 4'Dx8'-8"Ix9'H 3.2 A 4'Dx8'-O"Lx9'H 3.2 4'Dx8'-6"Lx9'H L3.2)(A) 4'Dx8'-6"Lx9'H (3.1)(S) of a I M ---- n (� Q. U `j ... .. .k- #1 J m� �I-----� L� fi-- '� ca o i HARDWARE HARDWARE HARDWARE K 0 RAC K(opT A) RAC K(DPT A) m U ' = = = — 4'Dx8'-8"Lx9'H 3.2 A 4'N8'-6"Lx9'H3.2 A 4'Dx8'-6"Lx9'H 3.2 4'Dx8'—G'Lx9'H (3-1)(S) HARDWARE HARDWARE HARDWARE HARDWARE m I I I1 W r — LEAVE INTERIOR WALL FRAMING EXPOSED, O RAC K(OPT A 4'Dx8'-6'Lx9'H 3.2 4'Dx8'-6"Lx9'H (3.2)(A) 4'Dx8'-6"Lx9'H 3.2 Al4'Dx8'-6'Lx9'H (3-1)(S) v ::<2 FRAMING TO BE COVERED ONCE OFFICES ; O 0 o 3'-0"x6'-8" j 1--8'-0" P� 0L I UI_ _ - CUBICALS ARE BUILT do ELECTRIC HAS BEEN RUN I 8'-0" ELECTRICAL ROOM F1 W7 W7 KEYED LOCKSET &LL 5.0 LBS. MAX. © DJ -3 „ " 3 -0 x6 -8 H-3 m J FORCE TO OPEN EXPOSED STRUCTURAL METAL & SHEETING T ~ 9" 12" MAX r 42" MIN U-- a � Q I rfi = ----1L_ --__ <1<1 HARDWARE HARDWARE HARDWARE HARDWARE RAC K(opT A) RAC K(DPT A) RAC K(OPT A) RAC K(OPT A 4'Dx8'-8"Lx9'H 3.2 A 4'N8'-6"Lx9'H3.2 A 4'Dx8'-6"Lx9'H 3.2 4'Dx8'—G'Lx9'H (3-1)(S) HARDWARE HARDWARE HARDWARE HARDWARE RAC K(DPT A)l RAC K(DFT A) RAC K(OpT A) RAC K(OPT A 4'Dx8'-6'Lx9'H 3.2 4'Dx8'-6"Lx9'H (3.2)(A) 4'Dx8'-6"Lx9'H 3.2 Al4'Dx8'-6'Lx9'H (3-1)(S) DOOR &WINDOW SCHEDULE MARK &RR OOOB DIMENSIONS HARDWARE DESCRIPTION QUA. REMARKS OA DJ -1 8'-0"x8'-0" H-1 GLASS DOUBLE DOORS 1 FORCE TO OPEN z z L_ z � z L W/TOP & SIDELIGHTS ::<2 8.5 LBS. MAX. 0 DJ -3 3'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH 1 FORCE TO OPEN 8'-0" ELECTRICAL ROOM F1 W7 W7 KEYED LOCKSET J 5.0 LBS. MAX. © DJ -3 „ " 3 -0 x6 -8 H-3 WOOD FLUSH DOOR WITH 10 FORCE TO OPEN EXPOSED STRUCTURAL METAL & SHEETING T ~ 9" 12" MAX r 42" MIN PASSAGE LOCKSET $ O 5.0 LBS. MAX. OD DJ -3 3'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH 2 FORCE TO OPEN � v ¢ PRIVACY LOCKSET ml I I a0u 5.0 LBS. MAX. E O DJ -2 1. 3 -0" x7 -0 H-2 STEEL EXIT DOOR WITH 4 FORCE TO OPEN 15'-2" * BUILDING SHALL COMPLY WITH FEDERAL, STATE, PANIC HARDWARE z 8.5 LBS. MAX. O DJ -5 10'-0"x10'-0" H-4 OVERHEAD ROLL -UP DOOR 1 FORCE TO OPEN 15.0 LBS. MAX. © DJ -4 10'-0"x10'-0" H-4 26 GAUGE METAL CLAD - FORCE TO OPEN SLIDING DOOR 15.0 LBS. MAX. OH 3'-0"x6'-8" FRAMED OPENING - (D 4'-0"x6'-8" FRAMED OPENING 1 O DJ -1 " " 6 -0 x7 -0 H-2 GLASS DOUBLE 2 FORCE TO OPEN DOORS 8.5 LBS. MAX. 3'-0"x3'-0" 3'X3' GLASS WINDOW 12 FORCE TO OPEN to 10.0 LBS. MAX. 5'-0"x3'-0" 5'X3' GLASS WINDOW 5 FORCE TO OPEN 10.0 LBS. MAX. z 0)0 V) WALK PATH -80' r J . Do Q U ©� O m K � I 24" SHELVES F_ PRNTER%Fx%COPIER �-- -1 FREESTANDING BOOKCASE BOOKCASE 24" CNTRx42"110I'L I PROMO I S/O QISPLAY AREA I T ., .. PALLET " PRINKLER 24" swEwEs 8 -5 8 -5 I I I cn r. r — RISER L__J I 6 �O o O �O o I i W a m Ln co co m(n o nl I SPRINKLE © STORAGE . I > •. I Roots STORAGE J L o "I w __ T 04 1 too PROMO Y 0 PALLET 7 -8 E I I I I I W SE V C = 36,. 1 60" m L _ J I Co t Q Vfi�\BREAK .. COUNTER N N 7 —1 20'-8" ,. " Q CLOSET /-'�� o ��jCLOSET Fn g 19 -3 A I A WATER l JJ I I I l� J WATER UK zo p cn$ i O_'OM of-nLLJc�i1 r--� O ., o �W w I m UU 24" COUNTER CLosET 5 51° I I w I PROMO L FREESTANDING LS/0 DISPLAY AREA , L - - -1 I DBL SINK WATE URINAL BOOKCASE C' C O ©ID O �, T x ,----, BREAK w zo �,� 00 T ,. I A°? I ROOM r w� < 1�M < zo N *8,.-0" TYP. 7P-7" I I iIjj 30" GNTRx30"Hx7._7" L — — / C / U I W b M LL FF CE I I 83" TYP. 1 --- 83" TYP. 0 I� U 0 o a 04 b I1 - J 00 a 13'-0" FREESTANDING no BOOKCASE 34 " 33" o PROJECT IDEA S/0 DISPLAY AREA B m 0SERVER \ J B CENTER r ---I U a� I I oa i .. L__ JN��7/ L " I z m 1 O -O EMPLOYMENT n� 00 � i Z i s O 0 LITERATURE j DISPATCH °° © I, i ACCESSIBILITY PLAN o M r 13'-0" 22 -�-I 4'-0" I-- '-o" 11 o °" SCALE: 1/4"=l'—O" in ' .M Or' S 36" COUNTER - KITCHEN K MANAGER G OFFICE N "' S/0 DISPLAY I Ko FREESTANDING Z = � I S/O DISPLAY AREA19'-3 O o ELECTRICAL © 0 I iROOM "r - n 30CN7Rx30Mx8 —7L COKE 10'-0" 10'-7" INVOICE BOARD coroRs MACHINEA ..M. — — — — — — — — — — — — — — — — — — — — — — ® — — — — — — — — — — — — — — — — — — — — — — � A a 0 16'-0" 14'-6" T9'-6" 18'-0" 8'-0" 241-0- 100'-0" 4'-0"100'-0" J J J J 0 K CLASSIFICATION cn m u 0 W FRONT RIGHT CEILING m :: MERCANTILE AREA F1 W2 W2 EXTINGUISHER W2 W2 Cl VARIES z z L_ z � z L MIRROR ::<2 z LL_ J UL o RESTROOMS F1 W6 " " 24 x36 o W6 W6 C2 8'-0" ELECTRICAL ROOM F1 W7 W7 m_I J STORAGE ROOM F1 W7 _I A W7 W7 1 C2 HOLDER B I Q EXPOSED STRUCTURAL METAL & SHEETING T ~ 9" 12" MAX r 42" MIN J----� :: T Q� $ O Cl EXPOSED METAL ROOF 3,000 SF W3 J W/4" VINYL FACED INSULATION W4 � v ¢ vin ml I I a0u W6 FRP PANELING OVER 1/2" DRYWALL C 15'-2" * BUILDING SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL HANDICAP REQUIREMENTS. z m_I L z 0)0 V) WALK PATH -80' r J . Do Q U ©� O m K � I 24" SHELVES F_ PRNTER%Fx%COPIER �-- -1 FREESTANDING BOOKCASE BOOKCASE 24" CNTRx42"110I'L I PROMO I S/O QISPLAY AREA I T ., .. PALLET " PRINKLER 24" swEwEs 8 -5 8 -5 I I I cn r. r — RISER L__J I 6 �O o O �O o I i W a m Ln co co m(n o nl I SPRINKLE © STORAGE . I > •. I Roots STORAGE J L o "I w __ T 04 1 too PROMO Y 0 PALLET 7 -8 E I I I I I W SE V C = 36,. 1 60" m L _ J I Co t Q Vfi�\BREAK .. COUNTER N N 7 —1 20'-8" ,. " Q CLOSET /-'�� o ��jCLOSET Fn g 19 -3 A I A WATER l JJ I I I l� J WATER UK zo p cn$ i O_'OM of-nLLJc�i1 r--� O ., o �W w I m UU 24" COUNTER CLosET 5 51° I I w I PROMO L FREESTANDING LS/0 DISPLAY AREA , L - - -1 I DBL SINK WATE URINAL BOOKCASE C' C O ©ID O �, T x ,----, BREAK w zo �,� 00 T ,. I A°? I ROOM r w� < 1�M < zo N *8,.-0" TYP. 7P-7" I I iIjj 30" GNTRx30"Hx7._7" L — — / C / U I W b M LL FF CE I I 83" TYP. 1 --- 83" TYP. 0 I� U 0 o a 04 b I1 - J 00 a 13'-0" FREESTANDING no BOOKCASE 34 " 33" o PROJECT IDEA S/0 DISPLAY AREA B m 0SERVER \ J B CENTER r ---I U a� I I oa i .. L__ JN��7/ L " I z m 1 O -O EMPLOYMENT n� 00 � i Z i s O 0 LITERATURE j DISPATCH °° © I, i ACCESSIBILITY PLAN o M r 13'-0" 22 -�-I 4'-0" I-- '-o" 11 o °" SCALE: 1/4"=l'—O" in ' .M Or' S 36" COUNTER - KITCHEN K MANAGER G OFFICE N "' S/0 DISPLAY I Ko FREESTANDING Z = � I S/O DISPLAY AREA19'-3 O o ELECTRICAL © 0 I iROOM "r - n 30CN7Rx30Mx8 —7L COKE 10'-0" 10'-7" INVOICE BOARD coroRs MACHINEA ..M. — — — — — — — — — — — — — — — — — — — — — — ® — — — — — — — — — — — — — — — — — — — — — — � A a 0 16'-0" 14'-6" T9'-6" 18'-0" 8'-0" 241-0- 100'-0" 4'-0"100'-0" J J J J -C' \IAV MIN z I� M 1 DRINKING FOUNTAIN rn L Iz 36" MAX ---I z M 14 . M il- URINAL WATER CLOSET 18" r FIXTURE ELEVATIONS N.T.S g 60" MIN / ? z 8" MIN-h-� z a 6" MAX -I ---I -15" MIN__ i LAVATORY Z 'r DJ -1 GLAZED STEEL DOOR, METAL JAMB, 7 1/2" B0170M FRAME DJ -2 HOLLOW METAL DOOR, METAL JAMB DJ -3 HOLLOW CORE WOOD DOOR, METAL JAMB DJ -4 WOOD DOOR FRAME (FABRICATED), METAL JAMB, DOOR SHEETING TO MATCH BUILDING DJ -5 GALVANIZED STEEL DOOR, METAL JAMB H -T ADAAG ENTRANCE LOCK AND DEADBOLT LOCKSET (ENTRANCE) BY DOOR SUPPLIER H-2 PANIC HARDWARE BY DOOR SUPPLIER H-3 LOCKSET & BUTT HINGES FROM DOOR SUPPLIER H-4 TRACK & BOLT TYPE LOCK BY DOOR SUPPLIER H-5 DOOR HARDWARE BY DOOR SUPPLIER (AUTOMATIC CLOSURE BY 165' FUSIBLE LINKS) ROUGH OPENINGS BY FACADE: DOOR/WINDOW WOOD/METAL MASONRY 8'X8' DOOR & FRAME W/ TRANSOM 8'-0"X8'-0" 8'-0"X8'-0" 6'X7' DBL DOOR & FRAME 6'-4"x7'-2 6'-4"x7'-4" 3'X7' DOOR & FRAME 3'-4"x7'-2;�" 3'-4"x7'-4" 3'X3' WINDOW 3'-0"x3'-0" 3'-0"x3'-0" 3X3� WINDOW (SLIDER) 3-0x3-0" 3-0x3 -0" 5'X3 WINDOW 5'-0lx3o -0b' 5' -0 x3'-0' ROOM FINISH SCHEDULE 0 W CLASSIFICATION QUANTffY/TYPE OF 0 W FRONT RIGHT CEILING HEIGHTS MERCANTILE AREA F1 W2 W2 EXTINGUISHER W2 W2 Cl VARIES z z L_ z � z L MIRROR z LL_ z LL_ LLL W5 W5 C2 1/2" RESTROOMS F1 W6 " " 24 x36 5,315 SF W6 W6 C2 8'-0" ELECTRICAL ROOM F1 W7 W7 TOILET PAPER W7 I W7 C2 8'-0" STORAGE ROOM F1 W7 W7 A W7 W7 1 C2 HOLDER F1 CONCRETE SLAB 6,000 SF W1 EXPOSED STRUCTURAL METAL & SHEETING 19 to _ SPOUT OUTLFT If 11 . SPOUT OUTLET 9" 12" MAX r 42" MIN 36" MIN T I I^-17" MIN Cl EXPOSED METAL ROOF -C' \IAV MIN z I� M 1 DRINKING FOUNTAIN rn L Iz 36" MAX ---I z M 14 . M il- URINAL WATER CLOSET 18" r FIXTURE ELEVATIONS N.T.S g 60" MIN / ? z 8" MIN-h-� z a 6" MAX -I ---I -15" MIN__ i LAVATORY Z 'r DJ -1 GLAZED STEEL DOOR, METAL JAMB, 7 1/2" B0170M FRAME DJ -2 HOLLOW METAL DOOR, METAL JAMB DJ -3 HOLLOW CORE WOOD DOOR, METAL JAMB DJ -4 WOOD DOOR FRAME (FABRICATED), METAL JAMB, DOOR SHEETING TO MATCH BUILDING DJ -5 GALVANIZED STEEL DOOR, METAL JAMB H -T ADAAG ENTRANCE LOCK AND DEADBOLT LOCKSET (ENTRANCE) BY DOOR SUPPLIER H-2 PANIC HARDWARE BY DOOR SUPPLIER H-3 LOCKSET & BUTT HINGES FROM DOOR SUPPLIER H-4 TRACK & BOLT TYPE LOCK BY DOOR SUPPLIER H-5 DOOR HARDWARE BY DOOR SUPPLIER (AUTOMATIC CLOSURE BY 165' FUSIBLE LINKS) ROUGH OPENINGS BY FACADE: DOOR/WINDOW WOOD/METAL MASONRY 8'X8' DOOR & FRAME W/ TRANSOM 8'-0"X8'-0" 8'-0"X8'-0" 6'X7' DBL DOOR & FRAME 6'-4"x7'-2 6'-4"x7'-4" 3'X7' DOOR & FRAME 3'-4"x7'-2;�" 3'-4"x7'-4" 3'X3' WINDOW 3'-0"x3'-0" 3'-0"x3'-0" 3X3� WINDOW (SLIDER) 3-0x3-0" 3-0x3 -0" 5'X3 WINDOW 5'-0lx3o -0b' 5' -0 x3'-0' ROOM FINISH SCHEDULE FIRE EXTINGUISHERS TABLE NFPA 10 *TOP OF FIRE EXTINGUISHER, HAVING A GROSS WEIGHT LESS THAN 40 LB, SHALL BE NOT MORE THAN 5' ABOVE THE FLOOR; 3-1/2' IF GROSS WEIGHT 40 LBS OR GREATER / \ ®FIRE EXTINGUISHER OCCUPANCY OCCUPANCY FIRE CLASSIFICATION QUANTffY/TYPE OF NAME FLOOR REAR LEFT FRONT RIGHT CEILING HEIGHTS MERCANTILE AREA F1 W2 W2 EXTINGUISHER W2 W2 Cl VARIES STORAGE AREA F1 W1 W1 III W1 W1 Cl VARIES OFFICE F1 W5 W5 EXTINGUISHER W5 W5 C2 8'-0" RESTROOMS F1 W6 W6 5,315 SF W6 W6 C2 8'-0" ELECTRICAL ROOM F1 W7 W7 3,000 SF W7 I W7 C2 8'-0" STORAGE ROOM F1 W7 W7 A W7 W7 1 C2 8'-0" F1 CONCRETE SLAB 6,000 SF W1 EXPOSED STRUCTURAL METAL & SHEETING STORAGE -1 2,260 SF W2 PAINTED DRYWALL (1)2A Cl EXPOSED METAL ROOF 3,000 SF W3 PAINTED CONCRETE BLOCK W/4" VINYL FACED INSULATION W4 CONCRETE BLOCK C2 SUSPENDED 2'X4' CEILING TILE W5 PREFINISHED PANELING OVER DRYWALL W6 FRP PANELING OVER 1/2" DRYWALL W7 7/16" OSB, UNPAINTED * BUILDING SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL HANDICAP REQUIREMENTS. FIRE EXTINGUISHERS TABLE NFPA 10 *TOP OF FIRE EXTINGUISHER, HAVING A GROSS WEIGHT LESS THAN 40 LB, SHALL BE NOT MORE THAN 5' ABOVE THE FLOOR; 3-1/2' IF GROSS WEIGHT 40 LBS OR GREATER / \ ®FIRE EXTINGUISHER OCCUPANCY OCCUPANCY FIRE CLASSIFICATION QUANTffY/TYPE OF MINIMUM RATED MAXIMUM FLOOR MAXIMUM FLOOR MAXIMUM TRAVEL CLASSIFICATION AREA CLASS OF HAZARDS EXTINGUISHER SINGLE AREA PER AREA PER DISTANCE TO III 12' I METAL STUDS, DRYWALL, SIDING, INSULATION PROVIDED EXTINGUISHER EXTINGUISHER UNIT OF A EXTINGUISHER MERCANTILE 5,315 SF A MEDIUM (2)2A 2A 3,000 SF 1,500 SF 75' BUSINESS 4,425 SF A LOW (2)2A 2A 6,000 SF 3,000 SF 75' STORAGE -1 2,260 SF A MEDIUM (1)2A 2A 3,000 SF 1,500 SF 75' ( BUILDING STORAGE INFORMATION BUILDING COMMODITY PACKAGE STORAGE METHOD CLASS HEIGHT 1 POWER TOOLS, LIGHTING, PLUMBING PRE—PACKAGED BOXES SHELF III 10' 1 BOLTS, NAILS, LOCKSETS BOXES METAL RACKS III 12' 2 METAL STUDS, DRYWALL, SIDING, INSULATION BUNDLES, SHEETS, BOXES, BAGS METAL RACKS III 12' 2 DOORS, WINDOWS, MOULDING, MISC. HARDWARE SINGLE DISPLAYS, BUNDLES, BOXES METAL RACKS III 12' 2 1 SPECIAL ORDERS (WINDOW, CABINETS) SINGLE DISPLAYS METAL RACKS III 12' 3 1 WOOD STUDS, WOOD PRODUCTS BUNDLES PILED III <12' 4 1 WOOD STUDS, WOOD PRODUCTS BUNDLES PILED III <12' PLANS REVIEWE IOITY ' 18' ENTRANCE CANOPY 26 GAUGE ROOF PANELS COLOR: GALVALUME 1� 1� A 1� 11 0 0 26 GAUGE METAL SIDING 3'-0"x7'-0 3'-0"x7'-0f'_/SPLIT—FACED BLOCK COLOR: LIGHT STONE STEEL DOOR STEEL DOOR COLOR: EARTHTONE 42'-6" 43'-6" 34'-0" 120'-0" NORTH ELEVATION 26 GAUGE METAL SIDING 26 GAUGE ROOF PANELS 18' ENTRANCE CANOPY COLOR: LIGHT STONE COLOR: GLAVALUME hp N In Oil 3'-0" 5'-0" \'_3'-0"x7'-0" SPLIT—FACED BLOCK 3 —0"x3'-0" 6,_ "x7, -O,. WINDOWS (TYP.) METAL DOOR COLOR: EARTHTONE WINDOWS (TYP.) DOUBLE GLASS DOORS 6'-6" 9'-0" 7'-0" go -01011'-0" 7'-0" 18'-0" 9'_0" 9'-0" 10'-0111 8'-6" 6'-0" 10'-0" 120'-0., SOUTH ELEVATION RED PLAQUE LOGO WHITE PLAQUE LETTERS 18' ENTRANCE CANOPY METAL FASICA 6'-0" DIA. (29 S.F.) 3'-0"x15'-0" (45 S.F.) COLOR: RED 12 12 12 1.5 1.5 1.5 y^T,••'''•'•'•'�l:w:... .:inti'i::rnnnnn;;m;?:pni;;ke?{ii{::::^i{i>i&iii;:;4kf uir;unWiirii>iiiiii:iii!>iiiiiii}N}i srii>i>i'i::flis:::iYii'r';'?Y{iiYi:;ya!;ri?::;:ilii::!:i1L;asSiiIYri::i;;?;?{':i;:i:;isiii:<:Y:v:4:i};L?;:;y>lYii}};;}i};b. �. ilii:iiii:;;i(:iiiii:C;^i :: iie:: .....:::E c::::::::::::::::.:::.:::::::::::.�:::::.�::::::.v:::. ifii. R ...................... .. >:»i.'t: iz;:i :>i:: ........... ra::::.; :.; r;;;> ::::... :.::;;: ;r::>s;;;: ;it ;a::::;a ............................................................... s::::; r r r uj e O 1,711O 00 0 r N N N M 3'-0"x3'-0" 3'-0"x5'-0" 8'-0"x8'-0'' DOUBLE GLASS OORS SPLIT—FACED BLOCK 26 GAUGE METAL SIDING—/3'-0"x7'-0" 10'-0"x10'-0" 39-09sx5'-0" WINDOW WINDOW WITH TRANSOM & SIDELIGHTS COLOR: EARTHTONE COLOR: LIGHT STONE STEEL DOOR ROLL—UP DOOR WINDOWS (TYP.) 16'_0•' 14'-6" 19'-6" 18'-0" 8'-0" 24'-0" 37'-0" 11'-0" 19'-0" 21'-0" 12'-0„ 100.-0" 100'-0" EAST ELEVATION WEST ELEVATION PLANS REVIEWED, CITY OF SANFORD REVISIONS PROJECT INFORMATI, 0 NO I DATE DESCRIPTION NEW FACILITY SCALE: 1/81'= 1 p— O BLDG.1 12 000 S.F. MAIN # � BLDG. JOB N0. 13—S. ELEVATION PLAN STORE NO. 13—S, 84 LUMBER MELLONVI SHEET NO. LLE AVE. &CATAPULT RD. A DESIGN 1019 ROUTE 519 CITY �T S BY. JI EIGHTY FOUR, PA 1533 F SANFORD DRAWN BY: Rc (724) 228-3636 SEMINOLE COUNTY, FL DATE: 11/15, 1 2 3 4 5 BLDG. MANUFACTURERS PLANS 7 8 9 C1,C9,D1,D9 TYPICAL FLOOR SLAB REBAR EA. WAY ® 8 O.C. 200 -0" FINISH GRADE '':-k'r '•;�'!.' : '^ DOWELS 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" - - 25'-0" 25'-0" REBAR EA. WAY 0 8' o.c. F5 -F8 l• i'i •i SEE SCHEDULE "''t'' • '' '`' s''- C C C C C C C C A I I I A C T T T Gy / \ I A \ I, / ♦ I I / \ �. C J / ♦ I I / ♦ i \ I I / ♦ / ♦ I I / \ / \ I I / \ / ♦ I I / ♦ / ♦ I I / ♦ / \ L— I I i \ C -_J U--T-w V-`-T-TT--♦% v_ -T -_v V--T�-♦�/ v-- r --♦J/ w -T---v i C7 C7 C7 C7 C7 C7 C 70 o N I I I I I I I I I A I) A METAL SHEETING BASE ANGLE MONOLITIHIC CONCRETE SLAB AND PERIMITER POUR TYPICAL FLOOR SLAB 5" THICKNESS FINISH FLOOR EL. 4 MIL VAPOR BARRIER 00 4 COMPACTED STONE i COMPACTED SUBGRADE- V (1) CONT. #4 BAR --I 24" I--- SECTION A A N.T.S. MARK ANCHOR BOLTS—REFER TO FOUNDATION BLDG. MANUFACTURERS PLANS 18"Wx27"D W/(8) #6 DWLS 0 8" ISOLATION JOINT —\ C1,C9,D1,D9 TYPICAL FLOOR SLAB REBAR EA. WAY ® 8 O.C. E1,E5,E9 FINISH GRADE '':-k'r '•;�'!.' : '^ DOWELS 4 MIL VAPOR BARRIER .. , ;:,•. :,� 4" COMPACTED STONE '.'' '•"' r 3"TLP R o 7' -0'x7' -0"x15" W/f5 E2 -E4 COMPACTED SUBGRADE ' "' '' REBAR EA. WAY 0 8' o.c. F5 -F8 l• i'i •i SEE SCHEDULE "''t'' • '' '`' s''- ABOVE FOR DIMS. #5 BARS AS SHOWN BOTTOM ONLY SECTION C -C COLUMN PIER AND FOOTING SECTION N.T.S. o 'o JOINT FILLER CONSTRUCTION JOINT A A I I 1 5" REINFORCED CONCRETE SLAB 1 1/4" DEEP C C ,. I I � � ' 1. - l M' : S'. , ! �. •' I I _ L- J CI C 4 MIL VAPOR BARRIER FIBER MESH I I I 24" #4 REBAR AT 24" O.C• I AT CONSTRUCTION JOINT iI o Bi I B CONSTRUCTION JOINT SECTION i I I I I N.T.S. N I I I F F F ANCHOR BOLTS SEE SCHEDULE \ / r ♦ .�, / ♦ .� / ♦ I I C C 6 HAIRPIN IT — Ll (SEE SCHEDULE;/ � � T BUILDING i TYPICAL 5" FLOOR SLAB STEEL 1 II I I I I I I L I I i " � -F L E' E. ... VARIES TO 4 SEE F 7 F LFF 0WELS�'' GRADING PLAN I I 4 TOTAL • ' - a� . •..:.. FINISH GRADE o I I I I I _ I I I I I I - a .:• ! •:. _I i 1•. y! o N I I '•' .. I I W E C C C -.. .a•• . .. I SPRINKLER 4" 4' : ' ' :� w D I -I I r RISER a 4• .. !' w io iT -------------------------- --------_-- ----------- ---- ♦ / i I ♦ / ♦ / ♦ / T T Fliald I #5 BARS AS SHOWN - I_- __---------=-- -- L ---- -- -L ---� F-------__.___-- � I A I I I I L --J C r SE )R DIMS. --� E E 42" HIGH Dt7CK E E �_-E g ___ —C ---C -----C SECTION E -E DOCK COLUMN AND FOOTING SECTION N.T.S. #5 BAR CONT. SLAB 5" THICKNESS ANCHOR BOLTS SEE SCHEDULE 4 MIL VAPOR BARRIER Q o 4" COMPACTED STONE 1/4" SAW CUT WITHIN 24 HRS. OR \ TYPICAL 5" FLOOR SLAB r COMPACTED SUBGRADE ZIP STRIP SUPPLIED BY CONTRACTOR I #6 HAIRPIN (WHERE REQUIRED, ANCHOR BOLTS (REFER TO GROUND ELEV. ;:4: •.' ..•' ''SEE FOUNDATION PLANBUILDING MANUFACTURERS PLAN 12" POURED CONCRETE ' 5" REINFORCED CONCRETE SLAB ) FOR LOCATION AND PLACEMENT)BAR 0 „ 4 TIESVERTICAL #5 #BAR 0 12"16 "1 c/c (HORIZONTAL)) HQ IZON AL) # CONCRETE COLUMN 4 MIL VAPOR BARRIER ,... r:• r' ''t:,:•. • ; •.... - `o WITH 45' CHAMFERS 4„ COMPACTED STONE :•?'' • '� ” w .'^ 18 12 •; f a :.: 6 DOWEL i'-- -`i COMPACTED SUBGRADE # . i. 3" CLR 7 ( ) .. , .... •.':. ` ....:• : •�'•. .. PERIMETER BLDG. ' ':'. . �.:• ..... • ... � .... •.:':'••' . JOINT FILLER GRADE .BEAM T' •`�•:• . #5 BARS AS SHOWN 4 MIL VAPOR BARRIER FIBER MESH T #5 BARS SEE SCHEDULE SPREAD FOOTING E.t 9" --9" 9" 0 24"c/c FOR DIMS. UNDER COLUMN PIERS ) #5 BARS 6 HAIRPIN CONTROL JOINT SECTION SECTION F -F # (WHERE REQUIRED SEE FOUNDATION PLAN) N.T.S. X-6" COLUMN AND FOOTING SECTION o �' ''I► NOTE: FOR THE CORRECT NUMBER & PROPER SECTION B -B 4 TIES b SPACING OF THE ANCHOR BOLTS IN LOADING DOCK WALL DETAIL # "HOOK" TO BE UNDER EACH COLUMN PIER. SEE THE METAL #5 BARS AS SHOWN BUILDING G'' MANUFACTURER'S ANCHOR N.T.S. #6 DOWEL BOLT LAYOUT PLAN: FOUNDATION SCHEDULE 8.• TYPICAL FLOOR SLAB FOOTING REINFORCEMENT ISOMETRICS FOOTING / PIER / SLAB ISOMETRIC N.T.S. N.T.S. 4 MIL VAPOR BARRIER c• 4" COMPACTED STONE "HOOK" TO BE UNDER CONDUIT SWEEP #5 BARS AS SHOWN NOTES: 1. SEE BUILDING MANUFACTURERS PLANS FOR BASE PLATE DETAILS. SELECT COMPACTED FILL AS PER ALL DIMENSIONS TO BE CHECKED AND ANY DIFFERENCES 8,, LOCAL UTILITY & N.E.C. REQUIREMENTS REPORTED TO THE OWNER. 2. FOOTING DEPTHS SHALL BE ACCORDING TO LOCAL REQUIREMENTS, BUILDING a TYPICAL CONDUIT RISER SECTION CODES OR SOIL TESTING RESULTS WITH MOST STRINGENT GOVERNING. 3. ALL CONCRETE, FOOTERS, PIERS, GRADE BEAMS TO BE 3000 psi MIN. FOOTING REINFORCEMENT ISOMETRICS FOR INSTALLATION UNDER FLOOR SLAB 4. ALL CONCRETE SLABS ON GRADE TO BE 3000 psi MIN. 5. BUILDING MANUFACTURERS DIMENSIONS AND DETAILS SHALL GOVERN N.T.S. N.T.S. ON ALL CASES, CONSULT THE ENGINEER FOR ANY CHANGES TO THE PLAN. ** REFER TO BUILDING MANUFACTURERS PLANS. DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION A1,A9,B1,B9 18"Wx27"D W/(8) #6 DWLS 0 8" 4' -6"x4' -6"x15" W/f5 C1,C9,D1,D9 EACH FACE & #4 TIES 0 8" o.c. REBAR EA. WAY ® 8 O.C. E1,E5,E9 F1-F4,F9 A2 -A8 18"Wx27"D W/(8) #6 DWLS 0 8" 7' -0'x7' -0"x15" W/f5 E2 -E4 EACH FACE & #4 TIES 0 8" o.c. REBAR EA. WAY 0 8' o.c. F5 -F8 NOTE: ALL PIERS TO HAVE 45' CHAMFER TO CONTROL JOINTS PLANSAs R9v.. CITY OF SANFORD on 0 r I co W = W rn N u, m OA N to z cn LL 00 v I Q 3I 'o Q v W .= W N N to rn OzYQ-NCC - r� PREFINISHED PANELING OVER DRYWALL trY� 0<0) Q v Q m Q v W = W OU= N L�Y� OU= oQO !L'Yr O N OU=p Q� O�� Mry O N 5.0 LBS. MAX. OYN v U s zQ pUs i Q 0 o ' W Q :. W x LLJ OU? N OU= OQ �co OU2 OQ � 3'-0"x7'-0" OU? OorypQ Irl OU= co Q D0 Q r W x W �z N H-4 ao - pmpao �� Of '7 Nr� ry Li L1_:3 Q CO Q v W Z W T (V O ro[ ] ?ro o M Of HH O ii L ao � Q x 00 M 1 Q v I�I�IF�I �if�■i�ii�i�■i�ii�i�■i�ii�i�■i�il�l�■i�lili�■I�Il�lil■i�ll�'�I�� N W rn Z u, m OA N to z cn V) FORCE TO OPEN to to EXPOSED STRUCTURAL METAL & SHEETING cn rn pYNz 8.5 LBS. MAX. N OY to rn OzYQ-NCC - FORCE TO OPEN PREFINISHED PANELING OVER DRYWALL trY� 0<0) Q OU oaO OU? oQ �Y� xY� OU oQO =� �Y' ryY�4 OU= W'Y-' L�Y� OU= oQO !L'Yr O N OU=p Q� O�� 0 N O N 5.0 LBS. MAX. OYN O N U s zQ pUs 1 0.0 � LI—N 0 o ' W I N OU= OU= pQ OU? OU= OU= OQ �co OU2 OQ � 3'-0"x7'-0" OU? OorypQ OU= OQ OU= mom � 0Q= pU= pU= i. 0 u �_a 1-11 �z O¢ H-4 ao - pmpao 0 ao p p © DJ -4 p O H-4 � D T FORCE TO OPEN O ro[ ] ?ro o 15.0 LBS. MAX. HH O ii FRAMED OPENING - Q O FRAMED OPENING - OJ DJ -1 6'-0"x7'-0" H-2 - FORCE TO OPEN x: d w\ez d OYc d ci wyc Q C4 �YC N rt7S WW CQI a 4 _ FORCE TO OPEN d ryY d C_Yc a C4 Y'- a C4 ZYc 10.0 LBS. MAX. a fY a OYN 5'-0"x3'-0" d oYN d OYN d oYN NO oY To 0r I-:¢ OU= O¢21 10.0 LBS. MAX. OU= ¢1O OU? OU= OQO OU? Q OU 2 OU= OU= OQO OU= 0(-)m pUspUs � Z nom nus pU= Z�� 0 a0 0p0 ryzl p p �� p � pf1f ,�ao o¢ .�YN : r *xx Ot Oh i v *O y II 'tu ^ a a O u t I�I�IF�I �if�■i�ii�i�■i�ii�i�■i�ii�i�■i�il�l�■i�lili�■I�Il�lil■i�ll�'�I�� -I Q� x FN x x N x x x x x x x {j x Y_j' % Lij0 o Ld o o W P p Ld P p Ld ? © Ld o a W N dt a d d d a a a d a a ,+5jn N r rr N N r rr N N r— rr N N �— n N N r n N N r n N N 5r—o" 3 Y N 3Y: I �Y" 5 -0 OfY OfY" 5 -0 ItY� ryY 5 0 �Y� (Y_Y� 5 0 Cr' Y7 �Y� 5 -0 fYY� OYN 5 -0 OYN OYN O O 0481" OU= OCU= OU? OU= OU? OUs OU= OU= OU= OU= pUs pUs pUpU= pU=OQ� OQ2 OQ� OQ OQ2 oQ OQ OQ2 OQ o¢ ZQ zz©�00 ��oo p�a0 p�00 p�a0 p�ao p�00 p�ao p�0o p�a0 ��a0�a0�ao ��a0�ao A o a o 0 0 0 o p o c0 8 8 8 N .� M Q N N N N N N N N N N N N N 1 0�Y" �Y� xv-0 Y~' yYr yY.- �Y" xY:. 12-y yo \6 OYN oYN OeN 00 LL_ OU= OU= OUs OU= OU= OU= OU= OU= OUs pU= pUs pUs pUs N oQ OQ oQ o< 03 OQ2 OQ oQ oQ oQ ZQ zQ zQ zQ Q^ per, p�' pIY00 ptr;, nQ:f. p�� 0ofz� p�00 ptYX00 - 0�0C In' ry Q'. C14 _Lj xi d a a a a a a a a d a a a lz- All li Q N N N N N N N N N 'j N N N N T 11 �Ys ryYz �Y� trY� ryY� IZ'Y�- LL'Y' frY' �Y� OYN OYN oYN oYN °x° U -•a r U? OU= OU? OU? OU= OU= 0 U OUT OU= pUs pUs pUs pUs rr N ¢O1 OQ°1 OQ OQ°' OQ°1 OQO1 O¢°1 OQ°i O¢°' ZQOi ZQ Z¢� ZQO'Ell DJ -1 GLAZED STEEL DOOR, METAL JAMB, 7 1/2 BOTTOM FRAME �� Dry per' m� p�� p�ib C)�� p�� p�� DJ -2 HALLOW METAL DOOR, METAL JAMB x x x x x x x x x x x x DJ -3 HOLLOW CORE WOOD DOOR, METAL JAMB DOOR &WINDOW SCHEDULE MARK & DOORJAMB DIMENSIONS ryOYU=.- Z Y �Y OA �Y- CyY z �Y" �Y-' FORCE TO OPEN Z W1 EXPOSED STRUCTURAL METAL & SHEETING z_� W/TOP & SIDELIGHTS pYNz 8.5 LBS. MAX. OYN OY zOYN H-3 OzYQ-NCC - FORCE TO OPEN PREFINISHED PANELING OVER DRYWALL A 0<0) Q OU oaO OU? oQ z Q OUx o¢O OU oQO =� z OU= oQOo¢OQ OU= - z OU= oQO OU= o¢O z a OU=p Q� O�� U zQ 5.0 LBS. MAX. s U s zQ pUs WOOD FLUSH DOOR WITH - FORCE TO OPEN I N pX� N pQ PRIVACY LOCKSET N 5.0 LBS. MAX. p� DJ -2 3'-0"x7'-0" p STEEL EXIT DOOR WITH pp p L��x s r 1-11 �z —� H-4 -I Q� x FN x x N x x x x x x x {j x Y_j' % Lij0 o Ld o o W P p Ld P p Ld ? © Ld o a W N dt a d d d a a a d a a ,+5jn N r rr N N r rr N N r— rr N N �— n N N r n N N r n N N 5r—o" 3 Y N 3Y: I �Y" 5 -0 OfY OfY" 5 -0 ItY� ryY 5 0 �Y� (Y_Y� 5 0 Cr' Y7 �Y� 5 -0 fYY� OYN 5 -0 OYN OYN O O 0481" OU= OCU= OU? OU= OU? OUs OU= OU= OU= OU= pUs pUs pUpU= pU=OQ� OQ2 OQ� OQ OQ2 oQ OQ OQ2 OQ o¢ ZQ zz©�00 ��oo p�a0 p�00 p�a0 p�ao p�00 p�ao p�0o p�a0 ��a0�a0�ao ��a0�ao A o a o 0 0 0 o p o c0 8 8 8 N .� M Q N N N N N N N N N N N N N 1 0�Y" �Y� xv-0 Y~' yYr yY.- �Y" xY:. 12-y yo \6 OYN oYN OeN 00 LL_ OU= OU= OUs OU= OU= OU= OU= OU= OUs pU= pUs pUs pUs N oQ OQ oQ o< 03 OQ2 OQ oQ oQ oQ ZQ zQ zQ zQ Q^ per, p�' pIY00 ptr;, nQ:f. p�� 0ofz� p�00 ptYX00 - 0�0C In' ry Q'. C14 _Lj xi d a a a a a a a a d a a a lz- All li Q N N N N N N N N N 'j N N N N T 11 �Ys ryYz �Y� trY� ryY� IZ'Y�- LL'Y' frY' �Y� OYN OYN oYN oYN °x° U -•a r U? OU= OU? OU? OU= OU= 0 U OUT OU= pUs pUs pUs pUs rr N ¢O1 OQ°1 OQ OQ°' OQ°1 OQO1 O¢°1 OQ°i O¢°' ZQOi ZQ Z¢� ZQO'Ell DJ -1 GLAZED STEEL DOOR, METAL JAMB, 7 1/2 BOTTOM FRAME �� Dry per' m� p�� p�ib C)�� p�� p�� DJ -2 HALLOW METAL DOOR, METAL JAMB x x x x x x x x x x x x DJ -3 HOLLOW CORE WOOD DOOR, METAL JAMB DOOR &WINDOW SCHEDULE MARK & DOORJAMB DIMENSIONS HARDWARE DESCRIPTION QUA. REMARKS OA DJ -1 8'-0"x8'-0" H-1 GLASS DOUBLE DOORS _ FORCE TO OPEN F1 CONCRETE SLAB W1 EXPOSED STRUCTURAL METAL & SHEETING DISTANCE TO W/TOP & SIDELIGHTS PAINTED DRYWALL 8.5 LBS. MAX. W3 DJ -3 3'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH - FORCE TO OPEN PREFINISHED PANELING OVER DRYWALL A W6 FRP PANELING OVER 1/2" DRYWALL KEYED LOCKSET W7 5.0 LBS. MAX. © DJ -3 3'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH - FORCE TO OPEN PASSAGE LOCKSET 5.0 LBS. MAX. O DJ -3 6'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH - FORCE TO OPEN PRIVACY LOCKSET 5.0 LBS. MAX. O DJ -2 3'-0"x7'-0" H-2 STEEL EXIT DOOR WITH 2 FORCE TO OPEN PANIC HARDWARE 8.5 LBS. MAX. QF DJ -5 18'-0"x14'-0" H-4 OVERHEAD ROLL -UP DOOR - FORCE TO OPEN 15.0 LBS. MAX. © DJ -4 18'-0"x14'-0" H-4 26 GAUGE METAL CLAD 4 FORCE TO OPEN SLIDING DOOR 15.0 LBS. MAX. HH 3'-0"x6'-8" FRAMED OPENING - O 4'-0'x6'-8" FRAMED OPENING - OJ DJ -1 6'-0"x7'-0" H-2 GLASS DOUBLE - FORCE TO OPEN DOORS 8.5 LBS. MAX. O 3'-O"x3'-0" 3'X3' GLASS WINDOW _ FORCE TO OPEN 10.0 LBS. MAX. © 5'-0"x3'-0" 5'X3' GLASS WINDOW _ FORCE TO OPEN 10.0 LBS. MAX. DJ -4 WOOD DOOR FRAME (FABRICATED), METAL JAMB, DOOR SHEETING TO MATCH BUILDING DJ -5 GALVANIZED STEEL DOOR, METAL JAMB REFER TO SHEET Al I FOR RACKING DETAILS I H-1 ADAAG ENTRANCE LOCK AND DEADBOLT O LOCKSET (ENTRANCE) BY DOOR SUPPLIER H-2 PANIC HARDWARE BY DOOR SUPPLIER ` .., ........ H-3 LOCKSET & BUTT HINGES FROM DOOR SUPPLIER H-4 TRACK & BOLT TYPE LOCK BY DOOR SUPPLIER H-5 DOOR HARDWARE BY DOOR SUPPLIER (AUTOMATIC CLOSURE BY 165' FUSIBLE LINKS) ROUGH OPENINGS BY FACADE: 00 DOOR/WINDOW WOOD/METAL MASONRY N 8�X8� DOOR &FRAME W/ TRANSOM 8r-OX8-0" 81-0" X8r -0" 6X7 DBL DOOR & FRAME 6'-4"x7'-2 r 6'-4"x7'-4" ui 3'X7' DOOR & FRAME 3'-4"x7'-2 rr 3'-4'x7'-4" N CEA$ 3X3 WINDOW 3 -0 x3 -0 3 -0 x3 -0 'X3' WINDOW 5'X3' WINDOW (SLIDER) 5' -0'x3' -Orr 5'-0"x3'-0" F o ROOM FINISH SCHEDULE 00 CANTI LVER RACK -45' NXZ'00 NXZ•00 NXZ*00 NXZ•00 NXZ'00 NXZ*00 (vuso�> (vxZo►> csu�0�� I WOOD INSULATION BINS WOOD SPECIAL ORDER BINS T T W1MEZZANINE _ MEZZANINE "B _ _ W/MEZZANINE P711171 7/ F/7 __ _ --------------- L -------------- / / / PlIF121A _ i1 G I j rmlml�/ ,I II 1 / / / / /F/m/mmf'� I i o U) //U cn% /cn cn� /cn un /U) cn% /cn rn STORAGE I 1 r7/ � �� j� �� / �w w �w 1 ROOM z z z z z z w�j /w w /w w/w w /w Ii O 0 % r//1 /O 1� O m /0 v G FIRE EXTINGUISHERS TABLE / / %/ jam/ jam/ %% �� /� �� /� �� /� �F �/J J� �//� MEN % �' % �' % �' % �' Q/� //d ¢/� //Q Q/� //Q Q/� //Q Q/� //Q I I NFPA 10 � z� z� � - u0, �/ c� v/ fi/ c c �/ C% c� c�/ �/ c c a/ %c�j �/� l CL p r/ SPRINKLER I *fOP OF FIRE EXI7NGUISHER. HAVING A GROSS WEIGHT LESS THAN 40 LB. SHALL BE NOT MORE THAN 5' ABOVE THE FLOOR; a%� m%m / / I 3-1/2' IF GROSS WEIGHT 40 LBS OR GREATER cn� cn% �cn cn% I�/j/jcn cn, I///v� cn� �/cn ROOM SPRINKLER RISER ( I Q -FIRE EXTINGUISHER VIA % / IMEER I ,!%/V111111=1 0"r �� I F r %%j'� : r s imal //i s / r s - / r s i - / r sNMI 1 12'-0" 75'-8,r 12' Orr 100'-4° 95'-0" OCCUPANCY OCCUPANCY FIRE NAME FLOOR REAR LEFT I FRONT RIGHT CEILING HEIGHTS STORAGE AREA F1 W1 W1 I W1 W1 C1 I VARIES F1 CONCRETE SLAB W1 EXPOSED STRUCTURAL METAL & SHEETING DISTANCE TO W2 PAINTED DRYWALL C1 EXPQSED METAL ROOF W3 PAINTED CONCRETE BLOCK W/4 VINYL FACED INSULATION W4 CONCRETE BLOCK C2 SUSPENDED 2'X4' CEILING TILE W5 PREFINISHED PANELING OVER DRYWALL A W6 FRP PANELING OVER 1/2" DRYWALL 2A W7 7/16" OSB, UNPAINTED * BUILDING SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL HANDICAP REQUIREMENTS. G FIRE EXTINGUISHERS TABLE / / %/ jam/ jam/ %% �� /� �� /� �� /� �F �/J J� �//� MEN % �' % �' % �' % �' Q/� //d ¢/� //Q Q/� //Q Q/� //Q Q/� //Q I I NFPA 10 � z� z� � - u0, �/ c� v/ fi/ c c �/ C% c� c�/ �/ c c a/ %c�j �/� l CL p r/ SPRINKLER I *fOP OF FIRE EXI7NGUISHER. HAVING A GROSS WEIGHT LESS THAN 40 LB. SHALL BE NOT MORE THAN 5' ABOVE THE FLOOR; a%� m%m / / I 3-1/2' IF GROSS WEIGHT 40 LBS OR GREATER cn� cn% �cn cn% I�/j/jcn cn, I///v� cn� �/cn ROOM SPRINKLER RISER ( I Q -FIRE EXTINGUISHER VIA % / IMEER I ,!%/V111111=1 0"r �� I F r %%j'� : r s imal //i s / r s - / r s i - / r sNMI 1 12'-0" 75'-8,r 12' Orr 100'-4° 95'-0" OCCUPANCY OCCUPANCY FIRE CLASSIFICATION QUANTITY/IYPE OF MINIMUM RATED MAXIMUM FLOOR MAXIMUM FLOOR MAXIMUM TRAVEL CLASSIFICATION AREA CLASS OF HAZARDS EXTINGUISHER SINGLE AREA PER AREA PER DISTANCE TO PROVIDED EXTINGUISHER EXTINGUISHER UNIT OF A EXTINGUISHER STORAGE -1 20,000 Sf A MEDIUM 7 2A 2A 3,000 SF 7,500 SF 75' NOR 26 GAUGE ROOF PANELS COLOR: GALVALUME R DOWNSPOUTS GRADE LEVEL 26 GAUGE METAL SIDING 18'-0"x14'-0" 18'-0"x14'-0" I�BELOW SLIDING DOOR SLIDING DOOR GUTTER P.) COLOR: LIGHT STONE GRADE LEVEL GRADE LEVEL 12'-0,r 75'-8" 12'-0" 100'-4rr 200'-0" 42" EXHAUST FANS MOUNTED—/26 GAUGE METAL SIDING—/GUTTER DOWNSPOUTS 3'-0"x7'-0" BELOW TOP WALL GIRT (NP.) COLOR: LIGHT STONE LOCATED EVERY 50' (TYP.) STEEL DOOR 53'-9" 100'-0" 46'-3" 200'-0" NOR 26 GAUGE ROOF PANELS COLOR: GALVALUME VATI ON � N W QQ W L4] O00 00 0 r I L Ll I Ll 11 11 11 11 11 1� d1l I I I I I I I / H 111111111111 Hlkl_ Ilk JLL� 11 1� �J 11 1 i� 1111111111111111111111111 ll�� i 11 1 1 11 1� 1� 1 1 1� �i 1� 1� 1� 1� �i 11 11 1 11 1 �i a O O 26 GAUGE METAL SIDING 3'-0"x7'-0 18'-0'°x14'-0" r rr r ,r r rr , rr COLOR: LIGHT. STONE STEEL DOOR SLIDING DOOR 18 —0 x14 —0 3 —0 x7 —0 26 GAUGE METAL SIDING SLIDING DOOR STEEL DOOR COLOR: LIGHT STONE 37'-6" 12'-6"— 31'-2" 18'-10" 30'-0" 12'-8" 57'-4rr 100'-0" WEST ELEVATION EAST ELEVATION REVIEWEDPLANS CITY OF SANFORD REVISIONS PROJECT INFORM7 NO NEW FACILITY SCALE: 1/80$= 1 �. -- BLDG. # 2 20, 000 S.F. STORAGE BLDG. JOB N 0. 13—! ELEVATION PLAN STORE NO. 13—`. ER MELLONVILLE AVE. & CATAPULT RD. SHEET NO. 1519 DESIGN BY: EIG1533 CITY OF SANFORD JDRAWN BY: F (:724)228-3636 SEMINOLE COUNTY FL DATE: 1 1-1 c R DOWNSPOUTS GRADE LEVEL 26 GAUGE METAL SIDING 18'-0"x14'-0" 18'-0"x14'-0" I�BELOW SLIDING DOOR SLIDING DOOR GUTTER P.) COLOR: LIGHT STONE GRADE LEVEL GRADE LEVEL 12'-0,r 75'-8" 12'-0" 100'-4rr 200'-0" VATI ON � N W QQ W L4] O00 00 0 r I L Ll I Ll 11 11 11 11 11 1� d1l I I I I I I I / H 111111111111 Hlkl_ Ilk JLL� 11 1� �J 11 1 i� 1111111111111111111111111 ll�� i 11 1 1 11 1� 1� 1 1 1� �i 1� 1� 1� 1� �i 11 11 1 11 1 �i a O O 26 GAUGE METAL SIDING 3'-0"x7'-0 18'-0'°x14'-0" r rr r ,r r rr , rr COLOR: LIGHT. STONE STEEL DOOR SLIDING DOOR 18 —0 x14 —0 3 —0 x7 —0 26 GAUGE METAL SIDING SLIDING DOOR STEEL DOOR COLOR: LIGHT STONE 37'-6" 12'-6"— 31'-2" 18'-10" 30'-0" 12'-8" 57'-4rr 100'-0" WEST ELEVATION EAST ELEVATION REVIEWEDPLANS CITY OF SANFORD REVISIONS PROJECT INFORM7 NO NEW FACILITY SCALE: 1/80$= 1 �. -- BLDG. # 2 20, 000 S.F. STORAGE BLDG. JOB N 0. 13—! ELEVATION PLAN STORE NO. 13—`. ER MELLONVILLE AVE. & CATAPULT RD. SHEET NO. 1519 DESIGN BY: EIG1533 CITY OF SANFORD JDRAWN BY: F (:724)228-3636 SEMINOLE COUNTY FL DATE: 1 1-1 c 2 3 PIER FOUNDATION A1,A9,B1,B9 5 4' -6"x4' -6"x15" W/f5 ANCHOR BOLTS—REFER TO EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8' o.c. E1,E9 F1,F6—F9 BLDG. MANUFACTURERS PLANS 18"Wx27"D W/(8) #6 DWLS ® 8" 7' -0"x7' -0"x15" W/#5 E5—E8 EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8' o.c. F2—F5 MINIMUM (4) REQ'D NOTE: ALL PIERS TO HAVE 45' CHAMFER TO CONTROL JOINTS METAL SHEETING #6 HAIRPIN AS REQ'D REPORTED TO THE OWNER. 2. FOOTING DEPTHS SHALL BE ACCORDING TO LOCAL REQUIREMENTS, BUILDING CODES OR SOIL TESTING RESULTS WITH MOST STRINGENT GOVERNING. 3. ALL CONCRETE, FOOTERS, PIERS, GRADE BEAMS TO BE 3000 psi MIN. 4. ALL CONCRETE SLABS ON GRADE TO BE 3000 psi MIN. 5. BUILDING MANUFACTURERS DIMENSIONS AND DETAILS SHALL GOVERN ON ALL CASES, CONSULT THE ENGINEER FOR ANY CHANGES TO THE PLAN. ** REFER TO BUILDING MANUFACTURERS PLANS. JOINT FILLER BASE ANGLE ISOLATION Jowl TYPICAL FLOOR SLAB CONSTRUCTION JOINT 100 -0 MANOLITIHIC CONCRETE FINISH GRADE 1 1/4" DEEP „ 251-0" „ 251-0" ,. 25'-0" - �� 25 —0 SLAB AND PERIMITER POUR ...... . �` :.:.�'-►'.. ,., : , r., . , .. ,. 5 REINFORCED CONCRETE SLAB •. . #6 TYPICAL FLOOR „ SLAB 5 THICKNESS FINISH FLOOR EL. 4 MIL VAPOR BARRIER 7.., �...•..t.,. �. •, :•• `.� DOWELS ,.,.•Y..,• ..•.r. •S. .� •. f.. ::'' •. �r�.`•...'•.r',. '�,f•:•.. . • ..� — 4" COMPACTED STONE .:.:: �i:`� :.` 3" CLEAR o .�a•:•....:,:�;•i�.::,."': .•.<: ;,•f:.,.::.t:... ..,. F_ 7-1 F_ f .• COMPACTED SUBGRADE ':�,:`.;• �'R•:. • � '; ;� _ ----- IL 4 M VAPOR BARRIER •�,,• . .... ,•••' -� ------------- - - - r- - _- _ _-- _ _ _ _-- - �_. - - = - _ ------ - - - _ -- = _ - _ J A 4" COMPACTED STONE ..:':;;. , sEE scHEDULE `' : ••• • '►'':':•"�- • . ►•�:: 4 MIL VAPOR BARRIER FIBER MESH J ( A I �' I I J ABOVE FOR DIMS. C -_I I- — - � L — — —I 1- — 1 1 Q_ —I C COMPACTED SUBGRADE (1) CONT. #4 BAR --I I ,� 24 I—=- 5 # BARS AS SHOWN ` BorroM oNLY 24" 4 REBAR AT 24" O.C. # AT CONSTRUCTION JOINT I I 1 C C C B Z CONSTRUCTION JOINT SECTION ^ 1 W SECTION A -A SECTION C -C N.T.S. i w J MONOLITHIC GRADE BEAM SECTION COLUMN PIER AND fOOTiNG SECTION N.T.S. N.T.S. Z B g a I— W B ANCHOR BOLTS (REFER TO L 1/4" SAW CUT WITHIN 24 HRS. OR \ BUILDING MANUFACTURERS PLAN C C � FOR LOCATION AND PLACEMENT) 1 1 ZIP STRIP SUPPLIED BY CONTRACTOR 1 1 1 CONCRETE 5" REINFORCED CONCRETE SLAB WITH 45' CHAMFERS 20 i ... ;,. ':r+• �';: �".�•.:��. PERIMETER BLDG. FROST WALL JOINT FILLER SPREAD FOOTING 1 4 MIL VAPOR BARRIER FIBER MESH UNDER COLUMN PIERS t.CONTROL JOINT SECTION •dj• NOTE: FOR THE CORRECT NUMBER & PROPER - - — — — -- - — -- — — - C SPACING OF THE ANCHOR BOLTS IN C C N.T.S. EACH COLUMN PIER. SEE THE METAL BUILDING MANUFACTURER'S ANCHOR BOLT LAYOUT PLAN. I I I I AI A o „o FOOTING / PIER / SLAB ISOMETRIC 0 0 " N A A N.T.S. I I I I I B B TYPICAL FLOOR SLAB UD L+ 4 MIL VAPOR BARRIER C C 1 I 4" COMPACTED STONE CONDUIT SWEEP 1 #6 HAIRPIN (WHERE REQUIRED, 1 SELECT COMPACTED FILL AS PER SEE FOUNDATION PLAN) N I a SPRINKLER 1 C 1 5'-0" `' `' C RISER B, Z < FOOTING REINFORCEMENT ISOMETRICS kc.I i`o I �j I W N.T.S. I ---_-_---1= -—__-----_� _L- __ --_- ---_ -----_ F -- - - _ _ r• A DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION A1,A9,B1,B9 18"Wx27"D W/(8) #6 DWLS ® 8" 4' -6"x4' -6"x15" W/f5 C1,C9,D1,D9 EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8' o.c. E1,E9 F1,F6—F9 A2—A8 18"Wx27"D W/(8) #6 DWLS ® 8" 7' -0"x7' -0"x15" W/#5 E5—E8 EACH FACE & #4 TIES ® 8" o.c. REBAR EA. WAY ® 8' o.c. F2—F5 MINIMUM (4) REQ'D NOTE: ALL PIERS TO HAVE 45' CHAMFER TO CONTROL JOINTS NOTES: 1. SEE BUILDING MANUFACTURERS PLANS FOR BASE PLATE DETAILS. ALL DIMENSIONS TO BE CHECKED AND ANY DIFFERENCES REPORTED TO THE OWNER. 2. FOOTING DEPTHS SHALL BE ACCORDING TO LOCAL REQUIREMENTS, BUILDING CODES OR SOIL TESTING RESULTS WITH MOST STRINGENT GOVERNING. 3. ALL CONCRETE, FOOTERS, PIERS, GRADE BEAMS TO BE 3000 psi MIN. 4. ALL CONCRETE SLABS ON GRADE TO BE 3000 psi MIN. 5. BUILDING MANUFACTURERS DIMENSIONS AND DETAILS SHALL GOVERN ON ALL CASES, CONSULT THE ENGINEER FOR ANY CHANGES TO THE PLAN. ** REFER TO BUILDING MANUFACTURERS PLANS. 015IF L ulwa z3 n 1019 ROUTE 519 EIGHTY FOUR, PA 1533 (724) 228-3636 ILA MARK DOOR & JAMB DIMENSIONS HARDWARE DESCRIPTION QUA. REMARKS OA DJ -1 8'-0"x8'-0" DOOR DOOR D00 DOOR DOOR D OR DOOR DOOR 1DOOR DOOR DOOR CART CART CART CART CART CART CARTi L CART CART CART CART KEYED LOCKSET 3,000 SF 5.0 LBS. MAX. © DJ -3 ' " " 3 –0 x6'-8 H-3 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR CART CART CART CART CART CART CART CART CART CART CART PRIVACY LOCKSET 5.0 LBS. MAX. QE DJ -2 3'-0"x7'-0" H-2 STEEL EXIT DOOR WITH DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR CART CART CART CART CART CART CART CART CART CART CART DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR H-4 CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART CART FIRE Orr ILA MARK DOOR & JAMB DIMENSIONS HARDWARE DESCRIPTION QUA. REMARKS OA DJ -1 8'-0"x8'-0" H-1 GLASS DOUBLE DOORS - FORCE TO OPEN SINGLEAREA PER AREA PER =NG W/TOP & SIDELIGHTS 8.5 LBS. MAX. DJ -3 3'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH _ FORCE TO OPEN KEYED LOCKSET 3,000 SF 5.0 LBS. MAX. © DJ -3 ' " " 3 –0 x6'-8 H-3 WOOD FLUSH DOOR WITH _ FORCE TO OPEN PASSAGE LOCKSET 5.0 LBS. MAX. O DJ -3 6'-0"x6'-8" H-3 WOOD FLUSH DOOR WITH – FORCE TO OPEN PRIVACY LOCKSET 5.0 LBS. MAX. QE DJ -2 3'-0"x7'-0" H-2 STEEL EXIT DOOR WITH 2 FORCE TO OPEN PANIC HARDWARE 8.5 LBS. MAX. QF DJ -5 18'-0"x14'-0" H-4 OVERHEAD ROLL–UP DOOR _ FORCE TO OPEN 15.0 LBS. MAX. © DJ -4 18'-0"x14'-0" H-4 26 GAUGE METAL CLAD 2 FORCE TO OPEN — — SLIDING DOOR I ' ROUGH OPENINGS BY FACADE: 15.0 LBS. MAX. O 3'-0"x6'-8" FRAMED OPENING – OI 4'-0"x6'-8" FRAMED OPENING – QJ DJ -1 6'-0"x7'-0" H-2 GLASS DOUBLE – FORCE TO OPEN I to „ „ I 8X8' DOOR &FRAME W/ .TRANSOM 8 –0 X8 –0 8 –0 X8 –0 DOORS 8.5 LBS. MAX. QK 3'-0"x3'-0" 3'X3' GLASS WINDOW – FORCE TO OPEN 6'X7' DBL DOOR & FRAME 6'-4„x7,-2„ 6'-4"x7'-4" 10.0 LBS. MAX. 0 5'-0"x3'-0" 5'X3' GLASS WINDOW – FORCE TO OPEN ( 3X7 DOOR &FRAME 3'-4"x7'-2 � 3'-4"x7'-4” I I 10.0 LBS. MAX. o DJ -1 GLAZED STEEL DOOR, METAL JAMB, 7 1/2 BOTTOM FRAME i DJ -2 HOLLOW METAL DOOR, METAL JAMB DJ -3 HOLLOW CORE WOOD JAMB o © © DJ -4 WOOD DOOR FRAME (FABRICATED),L METAL JAMB, DOOR SHEETING TO MATCH BUILDING DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR SPRINKLER 2-e f CART CART CART CART CART CART CART CART -CART E ROOMIT � — OCCUPANCY OCCUPANCY FIRE CLASSIFICATION QUANTITY/TYPE OF MINIMUM RATED MAXIMUM FLOOR MAXIMUM FLOOR CLASSIFICATION AREA CLASS DJ -5 GALVANIZED STEEL DOOR, METAL JAMB EXTINGUISHER SINGLEAREA PER AREA PER =NG PROVIDED EXTINGUISHER EXTINGUISHER H-1 ADAAG ENTRANCE LOCK AND DEADBOLT 2A 3,000 SF LOCKSET (ENTRANCE) BY DOOR SUPPLIER H-2 PANIC HARDWARE BY DOOR SUPPLIER H-3 LOCKSET & BUTT HINGES FROM DOOR SUPPLIER H-4 TRACK & BOLT TYPE LOCK BY DOOR SUPPLIER H-5 DOOR HARDWARE BY DOOR SUPPLIER (AUTOMATIC CLOSURE BY 165' FUSIBLE LINKS) — — - — Fl I ' ROUGH OPENINGS BY FACADE: DOOR/WINDOW WOOD/METAL MASONRY ( I to „ „ I 8X8' DOOR &FRAME W/ .TRANSOM 8 –0 X8 –0 8 –0 X8 –0 6'X7' DBL DOOR & FRAME 6'-4„x7,-2„ 6'-4"x7'-4" ( 3X7 DOOR &FRAME 3'-4"x7'-2 � 3'-4"x7'-4” I I 3'X3' WINDOW _ „ , „ ,_ „ 3 –0 x3 –0 3 0x3 –0 N I� ( I ( 3'X3' WINDOW (SLIDER) 3'-0"x3'-0" 3'-0"x3'-0" REFER TO SHEET All FOR WALL SECTIONS I i 5'X3' WINDOW 5'-0"x3'-0" 5'-0"x3'-0" ROOM FINISH SCHEDULE II NAME FLOOR REAR LEFT FRONT RIGHT–] -CEILING HEIGHTS STORAGE AREA F1 W1 W1 WT W1 C1 VARIES I F1 CONCRETE SLAB W1 EXPOSED STRUCTURAL METAL & SHEETING i:.€.. L..., r,M.` k....... W2 PAINTED DRYWALL I..................I .......... .......... .......... ......... .......... ......... ......... .......... .......... .......... .......... .......... ......... ........ ........ . . .......... .......... ... .... ....... ......... ......... C1 EXPQSED METAL ROOF W3 PAINTED CONCRETE BLOCK FIREW/4' VINYL FACED INSULATION W4 CONCRETE BLOCK W5 PREFINISHED "',r DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR # C2 SUSPENDED 2'X4' CEILING TILE PANELING OVER DRYWALL x CART CART CART CART CART CART CART CART- I x I W6 FRP PANELING OVER 1/2' DRYWALL W7 7/16" OSB, UNPAINTED I I BUILDING SHALL COMPLY WITH FEDERAL, STATE, DOOR DOOR DOOR DOORJ DOOR DOOR DOOR DOOR DOOR E AND LOCAL HANDICAP REQUIREMENTS. CART CART CART CART CART CART CART CART CART FIRE EXTINGUISHERS TABLE NFPA 10 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR i1 ( CART CART CART CART CART CART CART CART CART I *TOP/O FIRE ExTINGUISHER, HAVING A GROSS WEIGHT LESS THAN 40 LB SHALL BE NOT MORE THAN 5' 3-1/2' IF GROSS WEIGHT 4G LBS OR GREATER ABovE niE FLooR: r I SPRINKLE RISEfi I Q=FIRE EXTINGUISHER DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR SPRINKLER 2-e f CART CART CART CART CART CART CART CART -CART E ROOMIT � — OCCUPANCY OCCUPANCY FIRE CLASSIFICATION QUANTITY/TYPE OF MINIMUM RATED MAXIMUM FLOOR MAXIMUM FLOOR CLASSIFICATION AREA CLASS OF HAZARDS EXTINGUISHER SINGLEAREA PER AREA PER =NG PROVIDED EXTINGUISHER EXTINGUISHER UNIT OFA 2A 3,000 SF PLANS REVIEWEV CITY OF SANFORD MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY PROJECT INFORM :PA I NO DATE. DESCRIPTION SCALE: 1/8»_, BLDG II3 10,000 S.F. STORAGE BUILDING J0B N0. 13 FLOOR PLAN STORE NO. 13. 84 LMELLONVILLE AVE. & CATAPULT ROAD SHEET NO. 1019 R9 r DESIGN BY: JEIGHTY FOU33 CITY OF SANFORD DRAWN BY: (724) 26 SEMINOLE COUNTY, FLORIDA DATE: 1 1 - n1- aiviivv v —v xi —v ;HT STONE STEEL DOOR -6" 17'-6" ENGINEERING NORTH ELEVATION Avl7zL PLANS REVIEWED Vernon E. Smith Engineer 43 RIDGEWOOD AVENUE CITY OF SANFORD MCDONALD, PA 15057 TEL. (724) 745-1965 FAX. (724) 745-1034 Q Q MERCHANDISING REVISIONS BUILDING REVISIONS FACILITY NEW E II FAC L1 1 1 PROJECT INFORMATION DESCRIPTION N0 DATE DESCRIPTION SCALE: 1/8"= 1 '-0" O BLDG #3 10,000 S.F. STORAGE BLDG. JOB NO. 13 -SAN 84 L UMBER ELEVATION PLAN STORE NO. 13 -SAN NO. A09 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MELLONVILLE AVE. & CATAPULTROADSHEET T �T L� D CITY O SANFORD ORD SEMINOLE COUNTY, FLORIDA L `° �,, >' Q �° .90 DESIGN BY: JML DRAWN BY: RCf DATE: 11-15-6 10'-0" 10'-0" S-4" 3'-9.- 3/- OSI3 /-2"x4 " SPF SUPP PLYWOOD4FLOOR-\ FOR STUD WALLSORTS -io*-o" 2*x4" SPF STUD HANDRAILS SHALL BE DESIGNED TO RESIST WALL 0 16" o.c. A LOAD OF 50 pif APPLIED IN ANY DIRECTION6'-0* ------ 1-6'-0 ------- r -6* -O' 6'-0' W/SINGLE TOP & AT TOP AND SHALL TRANSFER LOAD TO THE STRUCTURE 2"x4" SPF SUPPORTS 11307T. PLATE & 7/16" 1 r— FOR STUD WALLS -42" \-36" CATWALK SAFETY RAIL TOP/SECTIONAL VIEW CONSTRUCTION NOTES: (1) ALL MATERIALS TO BE WOOD L 2 WALLS OF 7/1 ORDER BINS TO BS SHLEETED WITH 7/16" OS8 ON BOTH SIDES Iq OSB WALLS (tYP•) 42" SAFETY RAIL 2� SPACE MUST NOT ALLOW A 2 4" SPHERE TO PASS THROUGH 12* TYP. -7/16- OSB 10 0 SIDING (4' HIGH) -1 3/4- OSB ji- 36" CATWALK 3/4' OSB \ = - = = — — PLYWOOD FLOOR PLYWOOD FLOOR = — — = = = = = = = = = = 36*x36" MIN. JL LANDING DOUBLE 2"x4"• RAILING POSTS DOUBLE 1 5'-4" ACTUAL LING \-2"xl2" SPF FLOOR \-2" �12" SPF 100 6'-0" MAX- 2'� JOISTS 0 16" O.C. ic STS ID if 0.( 0 BOLTS OLTS u. 7/16- OSB \-2"x4" SPF STUDdtF i' MAINTAIN MIN. OFRt SIDING (4- HIGH) WALL 0 16" o.c. 36" CLEAR SPACEor 'rn W/DBL. TOP & SING. BETWEEN HANDRAILS 12" TYP.- RAIL MOUNTING DETAIL 36" HIGH HANDRAIL ON DIA) BOTH SIDES (1-1/2 SCALE: 3f8"=1' 2, BOTTOM PLATES TO BE EASURED ABOVE NOSING TREATED & ANCHORED TO RAMUST RETURN TO FLOO '- . - - - - "I , r. A FINISHED FLOORLI yCONCRETE FLOOR (typ.) FINISHED FLOOR FINISHED FLO R ;'N FINISHED FLO R FINISHED FLOOR -1 .1 dd 11 11 m 2"x2" BALUSTERS 0 5" o.c.-/ "-11- MIN. \-36- CLOSED RISER STAIR CONST. -7/16" OSB -"'-1/2"o HILTI KWIK BOLT 11 SPACE MUST NOT ALLOW A 2"x12* STRINGER/2"02" TREADS SIDING (8- HIGH) EXPANSION ANCHORS OR 4* SPHERE TO PASS THROUGH 7* RISER -11" TREAD EQUAL WITH MINIMUM (NO OVERHANG B/T TREAD & RISER) ANCHOR EMBEDMENT=21/4' 10'-0" - —io'-O" 10'-0" SEE FLOOR PLAN B.- 21-0" TYP. SEE FLOOR PLAN FRONT VIEW. STAIR DETAIL. STUD WALL DETAIL SPECIAL- ORDER BINS w/ MEZZANINE_ SCALE: 3/16"=l' -O" METAL STAIRS D 0 OF X -METAL AND HAND RAIL AND TREADS ME ZZANINE MEZZANINE fn POSTS INTO rO DESCRIPTION 0 x3 3-1/2"x3-1/2" SLEEVE II 0 4ni; PN.".'� TREAD DETAIL 3.5-, RAF- 1/K IF COVERED W/ X -METAL t 11* 4'D'Lx9'� A 105 P4 DESIGN BY: iz 4'Dx8'.-x9'H it YT N DIRECTION OF RACKING ADDER NAIL RACK 3' SPACE BETWEEN TOP AND B07TOM 4 PER SECTION FLAT BAR 16'-9 /2" 7 1-1/2"x1-1/2" x 14 GA ah r) V/ x BOLT HANDRAILS To--\ a "X C -CHANNEL USING 01/2x2'L - MUST HAVE CLOSED GUARD RAIL BOLTS SUPPLIED ANCHOR M FLOOR USING "X in z IN 04 0 n r - C4 N 3'-3- 1/2x 11 GA 6 STAIR RISERS 2"02" SPF FLOOR HANDRAIL2*0 , 11 INNER D 0 JOISTS 0 16" O.C. c POUR 1102 1110 II HARDWARE 0 NAIL RAC 42" SAFETY RAIL 1/4'9= 1 P -011 RA�/ 2"x4" SPF STUD 1/4„=1, n WALL 0 16" O.C. 1/2-03 GA X -METAL i'L x 9' W/DBL TOP & SING. (8) WIRE DECKING -48"x58" OR BO PLATE & 7/16* OSB WALLS (typ.) FNDCW ON SIDES OF STAIRS w 1109 RACK WITH 12' UPRIGHTS, z ADDLE CLIPS 1/4"x1' OPENINGS IX 0 < (6) WIRE DECKING -48"x50* 4085 3-5 LEVELS V) N 01-1/2" x 11 GAN 1 11 1/2 U -42" \-36" CATWALK SAFETY RAIL TOP/SECTIONAL VIEW CONSTRUCTION NOTES: (1) ALL MATERIALS TO BE WOOD L 2 WALLS OF 7/1 ORDER BINS TO BS SHLEETED WITH 7/16" OS8 ON BOTH SIDES Iq OSB WALLS (tYP•) 42" SAFETY RAIL 2� SPACE MUST NOT ALLOW A 2 4" SPHERE TO PASS THROUGH 12* TYP. -7/16- OSB 10 0 SIDING (4' HIGH) -1 3/4- OSB ji- 36" CATWALK 3/4' OSB \ = - = = — — PLYWOOD FLOOR PLYWOOD FLOOR = — — = = = = = = = = = = 36*x36" MIN. JL LANDING DOUBLE 2"x4"• RAILING POSTS DOUBLE 1 5'-4" ACTUAL LING \-2"xl2" SPF FLOOR \-2" �12" SPF 100 6'-0" MAX- 2'� JOISTS 0 16" O.C. ic STS ID if 0.( 0 BOLTS OLTS u. 7/16- OSB \-2"x4" SPF STUDdtF i' MAINTAIN MIN. OFRt SIDING (4- HIGH) WALL 0 16" o.c. 36" CLEAR SPACEor 'rn W/DBL. TOP & SING. BETWEEN HANDRAILS 12" TYP.- RAIL MOUNTING DETAIL 36" HIGH HANDRAIL ON DIA) BOTH SIDES (1-1/2 SCALE: 3f8"=1' 2, BOTTOM PLATES TO BE EASURED ABOVE NOSING TREATED & ANCHORED TO RAMUST RETURN TO FLOO '- . - - - - "I , r. A FINISHED FLOORLI yCONCRETE FLOOR (typ.) FINISHED FLOOR FINISHED FLO R ;'N FINISHED FLO R FINISHED FLOOR -1 .1 dd 11 11 m 2"x2" BALUSTERS 0 5" o.c.-/ "-11- MIN. \-36- CLOSED RISER STAIR CONST. -7/16" OSB -"'-1/2"o HILTI KWIK BOLT 11 SPACE MUST NOT ALLOW A 2"x12* STRINGER/2"02" TREADS SIDING (8- HIGH) EXPANSION ANCHORS OR 4* SPHERE TO PASS THROUGH 7* RISER -11" TREAD EQUAL WITH MINIMUM (NO OVERHANG B/T TREAD & RISER) ANCHOR EMBEDMENT=21/4' 10'-0" - —io'-O" 10'-0" SEE FLOOR PLAN B.- 21-0" TYP. SEE FLOOR PLAN FRONT VIEW. STAIR DETAIL. STUD WALL DETAIL SPECIAL- ORDER BINS w/ MEZZANINE_ SCALE: 3/16"=l' -O" METAL STAIRS D 0 OF X -METAL AND HAND RAIL AND TREADS ME ZZANINE MEZZANINE fn POSTS INTO rO DESCRIPTION 0 x3 3-1/2"x3-1/2" SLEEVE II 0 SCALE: AS NOTED TREAD DETAIL 3.5-, RAF- 1/K IF COVERED W/ X -METAL t 11* 4'D'Lx9'� A 105 P4 DESIGN BY: iz 4'Dx8'.-x9'H DATE: 1/5/06 DIRECTION OF RACKING ADDER NAIL RACK 3' SPACE BETWEEN TOP AND B07TOM 4 PER SECTION FLAT BAR 16'-9 /2" 7 1-1/2"x1-1/2" x 14 GA ah �ii 12" D 0 OF X -METAL AND HAND RAIL AND TREADS \-TUBE Z fn POSTS INTO rO DESCRIPTION 0 x3 3-1/2"x3-1/2" SLEEVE II 0 SCALE: AS NOTED _j RAF- 1/K IF 1 2 X 3" NUT/BOLTS 1/4" X 2" 4'D'Lx9'� A 0 DESIGN BY: iz 4'Dx8'.-x9'H DATE: 1/5/06 ADDER NAIL RACK Lu —j 0 FINISHED FLOOR 30 14 GA. POSTS 4 PER SECTION FLAT BAR 16'-9 /2" 7 1-1/2"x1-1/2" x 14 GA ah r) V/ x BOLT HANDRAILS To--\ a "X C -CHANNEL USING 01/2x2'L - MUST HAVE CLOSED GUARD RAIL BOLTS SUPPLIED ANCHOR M FLOOR USING "X in z IN 04 0 n r - C4 N 3'-3- 1/2x 11 GA 6 STAIR RISERS BUMPED THE MEZZANINE HANDRAIL2*0 , 11 INNER D 0 0 F'\ REQUIRED TO HOLD MEZZANINE IN PLACE. POUR 1102 1110 II HARDWARE 0 NAIL RAC 42" SAFETY RAIL 1/4'9= 1 P -011 RA�/ K 1/4„=1, Ld 1/2-03 GA X -METAL i'L x 9' (8) WIRE DECKING -48"x58" OR I-x9'HI K FNDCW ON SIDES OF STAIRS w 1109 RACK WITH 12' UPRIGHTS, z ADDLE CLIPS 1/4"x1' OPENINGS 0 < (6) WIRE DECKING -48"x50* 4085 3-5 LEVELS V) N 01-1/2" x 11 GAN 1 11 1/2 Ld ALSO THIS RACK CAN BE INNER HANDRAIL 6" CHANNEL V) w MEZZANINE m �ii 12" D 0 �� O \-TUBE Z NOI POSTS INTO rO DESCRIPTION 0 x3 3-1/2"x3-1/2" SLEEVE II 0 SCALE: AS NOTED WELDED TO C -CHANNEL RAF- 1/K IF 1 2 X 3" NUT/BOLTS 1/4" X 2" 4'D'Lx9'� A 0 DESIGN BY: iz 4'Dx8'.-x9'H DATE: 1/5/06 ADDER NAIL RACK Lu —j 0 FINISHED FLOOR 30 14 GA. POSTS 4 PER SECTION FLAT BAR 16'-9 /2" 7 c ah r) V/ x BOLT HANDRAILS To--\ a "X C -CHANNEL USING 01/2x2'L - -x BOLTS SUPPLIED ANCHOR M FLOOR USING "X in 01/ex4-L ANCHOR BOLTS X 04 0 n r - C4 N 3'-3- 1/2x 11 GA 6 N BUMPED THE MEZZANINE HANDRAIL2*0 , 11 INNER D 0 �ii jl D 0 �� O PROJECT INFORMATION Z NOI 0 DESCRIPTION 0 DATE 0 SCALE: AS NOTED Ld RAF- 1/K IF T— jl D 0 O PROJECT INFORMATION Z NOI 0 DESCRIPTION 0 DATE 0 SCALE: AS NOTED Ld RAF- 1/K IF 1 2 X 3" NUT/BOLTS 1/4" X 2" 4'D'Lx9'� A 0 DESIGN BY: iz 4'Dx8'.-x9'H DATE: 1/5/06 ADDER NAIL RACK Lu —j 0 4 PER SECTION FLAT BAR ah r) V/ x -X -x "X "X -x T— jl D 0 0 Fl\ PROJECT INFORMATION 1DOUR NOI 7!� DESCRIPTION 0 DATE RAC SCALE: AS NOTED RAF- 1/K SADDLE CUPS: PLACE AS SHOWN ON DETAIL ABOVE. 1 2 X 3" NUT/BOLTS 1/4" X 2" 4'D'Lx9'� A .e� DESIGN BY: iz 4'Dx8'.-x9'H DATE: 1/5/06 ADDER NAIL RACK Lu —j 0 4 PER SECTION FLAT BAR r) r) V/ < a 0 -X -x "X "X -x -x Ix "X in N N 04 0 n r - C4 N C4 N BUMPED THE MEZZANINE THIS RACK CAN ALSO D 0 0 F'\ REQUIRED TO HOLD MEZZANINE IN PLACE. POUR 1102 1110 II HARDWARE 0 NAIL RAC 42" SAFETY RAIL 1/4'9= 1 P -011 RA�/ K 1/4„=1, -011 4'D x E i'L x 9' (8) WIRE DECKING -48"x58" Dx8 I-x9'HI FNDCW (7) 102" STEP BEAM 1109 RACK WITH 12' UPRIGHTS, ADDLE CLIPS SIZE OF MEZZANINE CLEAR SPACE -112. 01-1/2' x 11 GA---/ C" INNER HANDRAIL *0 10 *to MEZZANINE: SADDLE CLIP PLACEMENT - - TYPICALLY 9' RACKS BELOW AND 8' RACKS 4 -O" ..................... 102" STEP BEAM--,-' 0 fi..................... WIRE DECKING 48"40" .. ........ I 0 !7c 0.z 0 D T 102" STEP BEAM 101 \-120* STEP BEAM . . . . . . . . . . WIRE DECKING -48"x58- 120" STEP BEAM —1 A. -n" zx 1/2"03 GA X—METAL ON SIDE OF RAILS X—METAL OR 4'-0" 1/4"x1" OPENINGS SHEET METAL 0 -t On CD CDFx I CL WIRE 01-1/2" TUBE 00 DECKING STEEL— 14 GA I x cV H A'- rl MEZZANINE 1/491= 1 9 -Of' jl BUILDING REVISIONS Imo_ PROJECT INFORMATION NOI 7!� DESCRIPTION BAR GRATING US 14 GA. 'ING DATE DESCRIPTION SCALE: AS NOTED ABOVE. ONCE RACKING LAYOUT IS DESIGNED ANCHOR AT LEAST THE SADDLE CUPS: PLACE AS SHOWN ON DETAIL ABOVE. 1 2 X 3" NUT/BOLTS 1/4" X 2" STORE NO. 13 -SAN .e� DESIGN BY: iz DRAWN BY: RCN DATE: 1/5/06 ADDER NAIL RACK -N I ' %P 4 PER SECTION FLAT BAR MEZZANINE VENDOR TO SUPPLY MEZZANINE PERIMETER RACKING UNDER USE #12 OR #14 SELF-TAPPERSx1-1/2"L OR LONGER STARIER H 0 0 TITY B60I ym QUANITITY B68I (2) 4*Wx9'H UPRIGHT 110 2 LAYOUT. MEZZANINIE IS LAYED OUT PERPENDICULAR TO THE MEZZANINE SO IF 8 CLIPS PER 131 PIECE OF MEZZANINE, 12 PER 17-L PIECE REGARDLESS OF WIDTH OF PIECE OF MEZZANINE HANDRAIL DETAIL STAIR DETAIL THE RACKING LAYOUT SADDLE CUPS AND SELF -TAPPERS ARE BUMPED THE MEZZANINE THIS RACK CAN ALSO REQUIRED TO HOLD MEZZANINE IN PLACE. WILL NOT SHIFT. 1102 1110 II HARDWARE RAC K NAIL RACK 42" SAFETY RAIL 1/4'9= 1 P -011 (1) 4'Wxg'H UPRIGHT 1/4„=1, -011 1/29'= 1 1 -011 ..................... 102" STEP BEAM--,-' 0 fi..................... WIRE DECKING 48"40" .. ........ I 0 !7c 0.z 0 D T 102" STEP BEAM 101 \-120* STEP BEAM . . . . . . . . . . WIRE DECKING -48"x58- 120" STEP BEAM —1 A. -n" zx 1/2"03 GA X—METAL ON SIDE OF RAILS X—METAL OR 4'-0" 1/4"x1" OPENINGS SHEET METAL 0 -t On CD CDFx I CL WIRE 01-1/2" TUBE 00 DECKING STEEL— 14 GA I x cV H A'- rl MEZZANINE 1/491= 1 9 -Of' ANCHOR AT LEAST THE PERIMETER RACKING UNDER THE MEZZANINE SO IF BUMPED THE MEZZANINE WILL NOT SHIFT. USE OY2 $$ x33/41 ANCHOR BOLTS. 2"x4" SPF SUPPORTS FOR STUD WALLS 2"x4"SPF STUD WALL 0 16* o.c. W/SINGLE TOP & Bom PLATE & 7/16" OSB WALLS typ. 2"x4" SPF STUD WALL 0 16" o.c. W/ DBL. TOP & SING. BOTT. PLATE & 7/16- OSB WALLS(typ.) BOTTOM PLATES TO BE TREATED & ANCHORED TO CONCRETE FLOOR (typ.) 0 0 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 -�724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY FLOOR PLAN DETAIL SHEET MELLONVILLE AVE & CATAPULT RD. CITY OF SANFO11.0 SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION NOI 7!� DESCRIPTION BAR GRATING US 14 GA. 'ING DATE DESCRIPTION SCALE: AS NOTED (6) WIRE DECKING -48"x50" 1 2 X 3" NUT/BOLTS 1/4" X 2" STORE NO. 13 -SAN SHEET NO. A10 DESIGN BY: iz DRAWN BY: RCN DATE: 1/5/06 ADDER NAIL RACK -N I ' %P 4 PER SECTION FLAT BAR QUANTITY PART STARIER H 0 0 TITY B60I ym QUANITITY B68I (2) 4*Wx9'H UPRIGHT 110 2 I (2) 4'Wxg'H UPRIGHT 1102 ADDER HARDWARE RACK QUANTIFY PART (9) 120" STEP BEAM 1110 (a) waF Frwhin 'ca -k -cf. THIS RACK CAN ALSO ANCHOR AT LEAST THE PERIMETER RACKING UNDER THE MEZZANINE SO IF BUMPED THE MEZZANINE WILL NOT SHIFT. USE OY2 $$ x33/41 ANCHOR BOLTS. 2"x4" SPF SUPPORTS FOR STUD WALLS 2"x4"SPF STUD WALL 0 16* o.c. W/SINGLE TOP & Bom PLATE & 7/16" OSB WALLS typ. 2"x4" SPF STUD WALL 0 16" o.c. W/ DBL. TOP & SING. BOTT. PLATE & 7/16- OSB WALLS(typ.) BOTTOM PLATES TO BE TREATED & ANCHORED TO CONCRETE FLOOR (typ.) 0 0 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 -�724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY FLOOR PLAN DETAIL SHEET MELLONVILLE AVE & CATAPULT RD. CITY OF SANFO11.0 SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION NOI DATE DESCRIPTION NO DATE DESCRIPTION SCALE: AS NOTED (6) WIRE DECKING -48"x50" 4085 STORE NO. 13 -SAN SHEET NO. A10 DESIGN BY: iz DRAWN BY: RCN DATE: 1/5/06 ADDER NAIL RACK QUANITITY B68I YQML ADDER HARDWARE RACK QUANTIFY PART YMff THIS RACK CAN ALSO (1) 4'WX9'H UPRIGHT (9) 120" STEP BEAM 1102 1110 (1) 4'Wxg'H UPRIGHT 1102 BE USED AS A SIMPSON (8) WIRE DECKING -48"x58" 4080 (7) 102" STEP BEAM 1109 RACK WITH 12' UPRIGHTS, (6) WIRE DECKING -48"x50* 4085 3-5 LEVELS ALSO THIS RACK CAN BE OPTIONAL PARTS USED WITH 3'W UPRIGHTS 4'Wxl2*H UPRIGHT 1120 IN SPECIAL ORDER BINS OPTIONAL PARTS 104 42" SAFETY RAILS TO ENCOMPASS ENTIRE RIGHT 9021(2) 04 .4 SHELVES CAN BE 4' 'H UPRIGHT 1103 PERIMETER OF MEZZANINE AREA ADDED TO THE BOTTOM 96" STEP BEAM 1108 FOR EXTRA STORAGE. 1109 El ANCHOR AT LEAST THE PERIMETER RACKING UNDER THE MEZZANINE SO IF BUMPED THE MEZZANINE WILL NOT SHIFT. USE OY2 $$ x33/41 ANCHOR BOLTS. 2"x4" SPF SUPPORTS FOR STUD WALLS 2"x4"SPF STUD WALL 0 16* o.c. W/SINGLE TOP & Bom PLATE & 7/16" OSB WALLS typ. 2"x4" SPF STUD WALL 0 16" o.c. W/ DBL. TOP & SING. BOTT. PLATE & 7/16- OSB WALLS(typ.) BOTTOM PLATES TO BE TREATED & ANCHORED TO CONCRETE FLOOR (typ.) 0 0 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 -�724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY FLOOR PLAN DETAIL SHEET MELLONVILLE AVE & CATAPULT RD. CITY OF SANFO11.0 SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION NOI DATE DESCRIPTION NO DATE DESCRIPTION SCALE: AS NOTED JOB NO. 13 -SAN STORE NO. 13 -SAN SHEET NO. A10 DESIGN BY: iz DRAWN BY: RCN DATE: 1/5/06 R-19 INSULATION SUSPENDED CEILING 2'x4' TILE DRYWALL TO 8'-0" 0 1 36" TUBE 0 O SEE ELEVATION PLAN SUSPENDED CEILING 2'X4' TILE O FOR EAVE HEIGHT NO SEE ELEVATION PLAN w 20 OR DECK SUPPORT 00 0 INSULATION (R-1 1) ; 0 I 7/16" OSB -4x8 4 SHEET NO. All (SUPPLIED BY STORE) o DATE: 1/5/06 STARTER QUANTITY 7'-9"-, RACK Y1ZMI �I• W FOR EAVE HEIGHT AREAS ONLY) 4" M L BLDG6 WIRE DECKING. QUAdTIDC EMU YD QUAD HARDWARE "x22 I''n R-13 INSULATION 12'H UPRIGHT—DOUBLE 8071 PROVIDE 2"x6" WOOD 03/8 BOLT 4"MIN—GRADE 5 O (2) 12'H UPRIGHT—SINGLE 8072 (4) f3/8 BOLT 4"MIN—GRADE 5 ? (2) ULATIO (R-13) R-19 INSULATION ---,--,.,,z SZUA)NITITY (2) GA. STEEL STUDS ® 16" NUTS & WASHERS (2EA (4) 93" BASE BEAM—STEP 9016(�) 4" METAL BLDG -/W/1/2" 03/8 BOLT 4 -MIN, NUTS & (3) L" (') 03/8 BOLT 4"MIN, NUTS & PART YQMZ GRAB BARS 93" BACKSTOP BEAM 9017 WASHERS -2 PER TUBE DIVIDER o.c, DRYWALL o 101OO O WASHERS -2 PER TUBE DIVIDER (3) 96STEP BEAM 1108 (w) INSULATION (R-13) 1117 (8) 2x4 DECK SUPPORTS H UPRIGHT 1102 p (8) 2x4 DECK SUPPORTS 4"x20 GA. STEEL STUDS ADDER A—FRAME RACK (1) 7/18" OSB -4X8 ADDER A—FRAME SINGLE SIDED RACK 96" BACKSTOP BEAM 9615 x0 4„x22 GA. STEEL STUDS ® 16" C/C WITH 1/2" 7/18" OSB -4x8 o ® 16” C/C W/1/2" o DRYWALL & ANN -ARBOR I A—FRAME SINGLE SIDED RACK QUANT HARDWARE �� Y �� " 20 6 x GA. .� STEEL STUDS RACK 4"x20 GA. �� STEEL STUDS Y (2) QUAD PARI IDAU (4) 03/8 BOLT 4"MIN—GRADE 5 No & WASHERS w BIRCH PANELING 00 METAL 6 x20 GA. STEEL STUDS 96" BACKSTOP BEAM ADD 7/16 OSB $ HW/1/2" ® 16 C/C MOISTURE RESISTANT o RETAIL/OFFICE ® 24 c/c W/1 /2 AREAS o STORAGE AREA -46"x48" c o ® - 16" C C WITH 1 2" / / SIDING OVER DRYWALL (2) DRYWALL &ANN- ARBOR (RETAIL/OFFICE AREAS ONLY) LL ON EACH ARM u- ADD 7/16„ OSB PAINTED DRYWALL EACH SIDE (1) METAL DRYWALL EACH SIDE BIRCH PANELING EA. SIDE 5 -0 c /C-�+—S'-0"C/C REFER TO FLOOR PLAN (2) WIRE DECKING -48"x46" 4090 8'H OVER DRYWALL TO 4 HEIGHT SIDING (1) 40" TUBE DIVIDER 1116 (6) 3/4 -BOLTS IN STORAGE AREA (1) METAL 1x6 PRICE BOARD 1034 USE 3/8" BOLTS HERE QUANTITY Em XW QUANTITY ,STARTER CANTILEVER RACK HARDWARE YQMI ON EACH BASE (2), 03/8 BOLT -4"L & NUT a .A II_ (2) R 19 BATT (6) 0 /4 ANCHORx4-1/4'L 0765 o (4) 03/8 BOLT -4"L & NUT I \\ ' 1 0 STANDARD BASE 52" 52" ARM W/ GUSSET 0761 0762 (36) RAWL 7433 03/4 BOLT x 2"L o 2 IN COLUMN BASE ( ) ADDER DOOR RACK (1) IN ULATION NUTS & WASHERS QUANTITY ADDER WINDOW RACK PART YDMT IF WINDOW RACK BUILT (1) 60" HORIZ. BRACE 0764 (6) 01/2 x 1-1/21 w UPRIGHT 102 4'Wx9'HH U (6) YELLOW CAPS 9012 (1) 4'Wx9'H UPRIGHT 1102 p QUANTITY ADDER CANTILEVER RACK PA@I o R-19 INSULATION SUSPENDED CEILING 2'x4' TILE DRYWALL TO 8'-0" R-19 INSULATIONS I I SUSPENDED CEILING--/ 2'x4' TILE DRYWALL TO 8'-0" O 0 FRAFT PAPER 0 1 36" TUBE 0 O MEN _. . f��, } e� _„�� R-19 INSULATIONS I I SUSPENDED CEILING--/ 2'x4' TILE DRYWALL TO 8'-0" O 0 FRAFT PAPER O 36" TUBE DIVIDER d. MEN _. . f��, } e� _„�� SUSPENDED CEILING 2'X4' TILE O w NO DATE w 20 OR DECK SUPPORT 00 0 INSULATION (R-1 1) ; 0 I 7/16" OSB -4x8 4 SHEET NO. All (SUPPLIED BY STORE) o DATE: 1/5/06 STARTER QUANTITY 7'-9"-, RACK Y1ZMI �I• W "00(RETAIL/OFFICE AREAS ONLY) STARTER A—FRAME SINGLE—SIDED RACK �� WIRE DECKING. QUAdTIDC EMU YD QUAD HARDWARE I''n (2) 12'H UPRIGHT—DOUBLE 8071 PROVIDE 2"x6" WOOD 03/8 BOLT 4"MIN—GRADE 5 O (2) 12'H UPRIGHT—SINGLE 8072 (4) f3/8 BOLT 4"MIN—GRADE 5 ? (2) R-11 INSULATION M Z R-19 INSULATION ---,--,.,,z SZUA)NITITY (2) BRACING FOR HANDICAP NUTS & WASHERS (2EA (4) 93" BASE BEAM—STEP 9016(�) 03/8 BOLT 4 -MIN, NUTS & (3) L" (') 03/8 BOLT 4"MIN, NUTS & PART YQMZ GRAB BARS 93" BACKSTOP BEAM 9017 WASHERS -2 PER TUBE DIVIDER o 101OO O WASHERS -2 PER TUBE DIVIDER (3) 96STEP BEAM 1108 (w) 36" TUBE DIVIDER 1117 (8) 2x4 DECK SUPPORTS H UPRIGHT 1102 p (8) 2x4 DECK SUPPORTS 4"x20 GA. STEEL STUDS ADDER A—FRAME RACK (1) 7/18" OSB -4X8 ADDER A—FRAME SINGLE SIDED RACK 96" BACKSTOP BEAM 9615 x0 4„x22 GA. STEEL STUDS ® 16" C/C WITH 1/2" 7/18" OSB -4x8 o ® 16” C/C W/1/2" o DRYWALL & ANN -ARBOR I A—FRAME SINGLE SIDED RACK QUANT HARDWARE �� 0 �� " 20 6 x GA. .� STEEL STUDS RACK 4"x20 GA. �� STEEL STUDS PAINTED DRYWALL (2) QUAD PARI IDAU (4) 03/8 BOLT 4"MIN—GRADE 5 No & WASHERS BIRCH PANELING 00 OUANTITYPARL 6 x20 GA. STEEL STUDS 96" BACKSTOP BEAM ADD 7/16 OSB $ HW/1/2" ® 16 C/C MOISTURE RESISTANT 1 ® 24 c/c W/1 /2 (4) 3/4" BOLTS -46"x48" c ® - 16" C C WITH 1 2" / / > OVER DRYWALL (2) DRYWALL &ANN- ARBOR (RETAIL/OFFICE AREAS ONLY) ON EACH ARM to • ADD 7/16„ OSB PAINTED DRYWALL EACH SIDE (1) METAL 1x6 PRICE BOARD 1034 DRYWALL EACH SIDE BIRCH PANELING EA. SIDE 5 -0 c /C-�+—S'-0"C/C REFER TO FLOOR PLAN (2) WIRE DECKING -48"x46" 4090 8'H OVER DRYWALL TO 4 HEIGHT (1) 40" TUBE DIVIDER 1116 (6) 3/4 -BOLTS IN STORAGE AREA (1) METAL 1x6 PRICE BOARD 1034 USE 3/8" BOLTS HERE QUANTITY Em XW QUANTITY ,STARTER CANTILEVER RACK HARDWARE YQMI ON EACH BASE (2), 03/8 BOLT -4"L & NUT a .A II_ (2) EXTERIOR WALL SECTIONA-A � RESTROOM WALL SECTION D -D CUBICAL WALL SECTION E -E N.T.S. Vrrll.0 YYALL .7CV I IVIV D'IS IIY 1 CRIVR YrNLL %-JGV I IV19 VmV N.T.S. N.T.S. N.T.S. IN WAREHOUSE AREA—USE 4" INSULATION(R-13) IN ROOF ONLY * IN ELECTRICAL ROOM USE 3/4" OSB FOR WALL FINISH* > 00000000000000aA�j A -FRAME SINGLE -SIDED . ..A -FRAME DOUBLE -SIDED CANTILEVER RACKlispll a a c� IF 0 a x 36” TUBE DIVIDER .1 101 101 Ior IN 7/16" OSB -4x8 '�L(SUPPLIED BY STORE) 7'-9" 8'_3" y- 0 Fr 0. N d• OSB SMOOTH SIDE UP, • PUT (1) #12x1 -1/4"L SELF -TAPPER IN EACH a �0 01 1111 Jul Jul ju O 36" TUBE DIVIDER d. MEN _. . f��, } e� _„�� J O P NO DATE N 20 OR DECK SUPPORT 0 00 WIRE DECKING ; 0 I 7/16" OSB -4x8 4 SHEET NO. All (SUPPLIED BY STORE) USE GRADE 5 BOLTS HERE DATE: 1/5/06 STARTER QUANTITY 7'-9"-, RACK Y1ZMI 1/4,,T1,_0to11+ =1 -p W o STARTER ADDER In 3'-0"— 2'-0" 1---3'-0" O CORNER OF OSB INTO NEW FA CILI T Y FLOOR PLAN DETAIL SHEET 2 MELLONVILLE AVE. & CATAPULT RD. CITY OF SA 1 V FORl! SEMINOLE COUNTY, FLORIDA d. MEN _. . f��, } e� _„�� J P NO DATE C3 20 OR DECK SUPPORT ' WIRE DECKING ; JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. All x USE GRADE 5 BOLTS HERE DATE: 1/5/06 STARTER QUANTITY A—FRAME DOUBLE—SIDED Ral RACK Y1ZMI �I• W A—FRAME DOUR F—SIDED RACK HARDWARE STARTER A—FRAME SINGLE—SIDED RACK STARTER A—FRAME SINGLE—SIDED RACK �� WIRE DECKING. QUAdTIDC EMU YD QUAD HARDWARE I''n (2) 12'H UPRIGHT—DOUBLE 8071 (4) 03/8 BOLT 4"MIN—GRADE 5 O (2) 12'H UPRIGHT—SINGLE 8072 (4) f3/8 BOLT 4"MIN—GRADE 5 (2) 8' REMOVABLE BASE M Z NUTS & WASHERS SZUA)NITITY (2) 93" BASE BEAM—STEP 9016 NUTS & WASHERS (2EA (4) 93" BASE BEAM—STEP 9016(�) 03/8 BOLT 4 -MIN, NUTS & (3) L" (') 03/8 BOLT 4"MIN, NUTS & PART YQMZ (6) 93" BACKSTOP BEAM 9017 WASHERS -2 PER TUBE DIVIDER (*) 36" TUBE DIVIDER 1117 WASHERS -2 PER TUBE DIVIDER (3) 96STEP BEAM 1108 (w) 36" TUBE DIVIDER 1117 (8) 2x4 DECK SUPPORTS H UPRIGHT 1102 p (8) 2x4 DECK SUPPORTS 3'-0"— 2'-0" 1---3'-0" (1 " 12' UPRIGHT—SINGLE 8072 (") 03/8 BOLT 4"MIN, NUTS & 1) 12' UPRIGHT—DOUBLE 8071 (2� 93" BASE BEAM—STEP 9016 WASHERSLT PER TUBE DMDER 1 8' REMOVABLE 'BASE 8070 WASHERS -2 PER TUBE DIVIDER (3) 93" BACKSTOP BEAM 9017 1� 93" BASE BEAM—STEP 9018 �) 36" TUBE DIVIDER 1117 (8) 93" BACKSTOP BEAM 9017 8) 2.4 DECK SUPPORT to NUMBER OF TUBE DIVIDERS BASED 36" TUBE DIVIDER '' 1117 1 • 4/16 OSB-4xB ON PRODUCT STORED IN THEM (8) 2x4 DECK SUPPORT (1): 7/18" OSB -4x8, to NUMBER OF TUBE DIVIDERS BASED ON PRODUCT STORED IN THEM i DOOR RACK -96" WINDOW RACK WIRE DECKING -48"x46" 1 /4)1= 1 1 —0 1/4"'=1 0 11 ............... . . 0 96" STEP BEAM 0 96" BACKSTOP BEAM ad lootrz 40" TUBE Q� z 96" BACKSTOP BEAMtoo z DIVIDER is v x o WIRE DECKING .x it IL 48"x46" 0. 40" TUBE _ DIVIDER l aD -0) o) r O C3a re CL ° DD O Xa. It 96" STEP BEAM d :r x x ,, 8, O CORNER OF OSB INTO NEW FA CILI T Y FLOOR PLAN DETAIL SHEET 2 MELLONVILLE AVE. & CATAPULT RD. CITY OF SA 1 V FORl! SEMINOLE COUNTY, FLORIDA d. MEN _. . f��, } e� _„�� J P NO DATE DESCRIPTION 20 OR DECK SUPPORT WIRE DECKING JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. All _ USE GRADE 5 BOLTS HERE DATE: 1/5/06 STARTER QUANTITY A—FRAME DOUBLE—SIDED Ral RACK Y1ZMI STARTER QUeNQTY A—FRAME DOUR F—SIDED RACK HARDWARE STARTER A—FRAME SINGLE—SIDED RACK STARTER A—FRAME SINGLE—SIDED RACK �� WIRE DECKING. QUAdTIDC EMU YD QUAD HARDWARE I''n (2) 12'H UPRIGHT—DOUBLE 8071 (4) 03/8 BOLT 4"MIN—GRADE 5 (2) 12'H UPRIGHT—SINGLE 8072 (4) f3/8 BOLT 4"MIN—GRADE 5 (2) 8' REMOVABLE BASE 8070 NUTS & WASHERS SZUA)NITITY (2) 93" BASE BEAM—STEP 9016 NUTS & WASHERS (2EA (4) 93" BASE BEAM—STEP 9016(�) 03/8 BOLT 4 -MIN, NUTS & (3) 93" BACKSTOP BEAM 9017 (') 03/8 BOLT 4"MIN, NUTS & PART YQMZ (6) 93" BACKSTOP BEAM 9017 WASHERS -2 PER TUBE DIVIDER (*) 36" TUBE DIVIDER 1117 WASHERS -2 PER TUBE DIVIDER (3) 96STEP BEAM 1108 (w) 36" TUBE DIVIDER 1117 (8) 2x4 DECK SUPPORTS H UPRIGHT 1102 p (8) 2x4 DECK SUPPORTS ADDER A—FRAME RACK (1) 7/18" OSB -4X8 ADDER A—FRAME SINGLE SIDED RACK 96" BACKSTOP BEAM 9615 x0 (1) 7/18" OSB -4x8 ANDER A—FRAME SINGLE SIDED RACK QUANT HARDWARE 0 ADDER A—FRAME DOUBLE—SIDED RACK (4) 03/8 BOLT 4"MIN—GRADE 5 (2) QUAD PARI IDAU (4) 03/8 BOLT 4"MIN—GRADE 5 No & WASHERS OUANTITYPARL YQtIdI 96" BACKSTOP BEAM NUTS & WASHERS 03/8 BOLT 4"MIN NUTS & (1 " 12' UPRIGHT—SINGLE 8072 (") 03/8 BOLT 4"MIN, NUTS & 1) 12' UPRIGHT—DOUBLE 8071 (2� 93" BASE BEAM—STEP 9016 WASHERSLT PER TUBE DMDER 1 8' REMOVABLE 'BASE 8070 WASHERS -2 PER TUBE DIVIDER (3) 93" BACKSTOP BEAM 9017 1� 93" BASE BEAM—STEP 9018 �) 36" TUBE DIVIDER 1117 (8) 93" BACKSTOP BEAM 9017 8) 2.4 DECK SUPPORT to NUMBER OF TUBE DIVIDERS BASED 36" TUBE DIVIDER '' 1117 1 • 4/16 OSB-4xB ON PRODUCT STORED IN THEM (8) 2x4 DECK SUPPORT (1): 7/18" OSB -4x8, to NUMBER OF TUBE DIVIDERS BASED ON PRODUCT STORED IN THEM i DOOR RACK -96" WINDOW RACK WIRE DECKING -48"x46" 1 /4)1= 1 1 —0 1/4"'=1 0 11 ............... . . 0 96" STEP BEAM 0 96" BACKSTOP BEAM ad lootrz 40" TUBE Q� z 96" BACKSTOP BEAMtoo z DIVIDER is v x o WIRE DECKING .x it IL 48"x46" 0. 40" TUBE _ DIVIDER l aD -0) o) r O C3a re CL ° DD O Xa. It 96" STEP BEAM d :r x x ,, 8, N.T.S. '2" BOLTS 3N BRACES **NOTE: CANTILEVER CAN ONLY SUPPORT (3) ARMS PER COLUMN PER STEEL FABRICATOR** O Q O 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 O F---4'-0 NEW FA CILI T Y FLOOR PLAN DETAIL SHEET 2 MELLONVILLE AVE. & CATAPULT RD. CITY OF SA 1 V FORl! SEMINOLE COUNTY, FLORIDA d. MEN _. . f��, } e� _„�� J P NO DATE DESCRIPTION SCALE: AS NOTED WIRE DECKING JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. All _ DRAWN BY. RCN DATE: 1/5/06 e `n �� WIRE DECKING. I''n STARTER DOOR RACK UPRIGHT l 'S SZUA)NITITY STARTER WINDOW RACK (2EA 1Y110 4'Wx9'H QUANTITY PART YQMZ (3) 96STEP BEAM 1108 x (2) H UPRIGHT 1102 p O to J (1) 96" BACKSTOP BEAM 9615 x0 (3) 96" S 96" STEP BEAM 1108 0 (2) WIRE DECKING 4090 I (2) 96" BACKSTOP BEAM 9615 1 (4) 3/4" BOLTS -46"x48" c > (2) 40" TUBE DIVIDER 1116 ON EACH ARM to • PUT (1) #120-1/4"L SELF-TAPPECORNER OFRIN EACHOSB INTO 2x4 OR DECK SUPPORT (1) METAL 1x6 PRICE BOARD 1034 5 -0 c /C-�+—S'-0"C/C REFER TO FLOOR PLAN (2) WIRE DECKING -48"x46" 4090 FOR ACTUAL LENGTH (1) 40" TUBE DIVIDER 1116 (6) 3/4 -BOLTS (1) METAL 1x6 PRICE BOARD 1034 USE 3/8" BOLTS HERE QUANTITY Em XW QUANTITY ,STARTER CANTILEVER RACK HARDWARE YQMI ON EACH BASE (2), 03/8 BOLT -4"L & NUT a .A II_ (2) 13' COLUMN 0780 (6) 0 /4 ANCHORx4-1/4'L 0765 (4) 03/8 BOLT -4"L & NUT I \\ ' 1 (2) (6) STANDARD BASE 52" 52" ARM W/ GUSSET 0761 0762 (36) RAWL 7433 03/4 BOLT x 2"L 2 IN COLUMN BASE ( ) ADDER DOOR RACK (1) BRACE PANEL 80x48 0763 NUTS & WASHERS QUANTITY ADDER WINDOW RACK PART YDMT IF WINDOW RACK BUILT (1) 60" HORIZ. BRACE 0764 (6) 01/2 x 1-1/21 (19u) irrrY UPRIGHT 102 4'Wx9'HH U (6) YELLOW CAPS 9012 (1) 4'Wx9'H UPRIGHT 1102 MEZZANINE USE 'Wx8'H QUANTITY ADDER CANTILEVER RACK PA@I YliltlI (3) ' 96" STEP BEAM 1108 1) 13' COLUMN 0780 (3) 96" STEP BEAM 1108 4ROVE UPRIGHTS 1 �3 STANDARD BASE 52" 52" ARM W/ GUSSET 0761 0762 RAWL 7433 (1) 96" BACKSTOP BEAM 9615 USE GRADE 5 BOLTS HERE (1� 1) BRACE PANEL 60x48 60" HORIZ. BRACE 0o.11 (18) (2) 96" BACKSTOP BEAM 9615 OPTIONAL PARTS �3) YELLOW CAPS 9012 (6) 01/2 x 1-1/21 NUTS & WASHERS SUPPORT (3) ARMS PER COLUMN '(2) WIRE DECKING 4090 ��p a (2) 40" TUBE DIVIDER 1116 PART YDMT 'to0� -46"x48 (2) WIRE DECKING 48"x46" 4090 3'Wx8'H UPRIGHT 9021 ¢ 1 O METAL 1x6 PRICE BOARD 1034 A (1) METAL 1x6 PRICE BOARD 1034 3Wx1O'H UPRIGHT 1100 0 a (1) 40" TUBE DIVIDER 1116 I DOOR RACK BUILT \0" F (4) " 03/8 BOLT -4 -L &NUT 4'Wx8'H UPRIGHT 1101 (2) 03/8 BOLT -4"L &NUT ABOVE MEZZANINE USE 36" TUBE DIVIDER 1117 4'Wx8'H UPRIGHTS (1101) 7 WIRE DECKING -36"x48" 4100 N.T.S. '2" BOLTS 3N BRACES **NOTE: CANTILEVER CAN ONLY SUPPORT (3) ARMS PER COLUMN PER STEEL FABRICATOR** O Q O 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 O 0 NEW FA CILI T Y FLOOR PLAN DETAIL SHEET 2 MELLONVILLE AVE. & CATAPULT RD. CITY OF SA 1 V FORl! SEMINOLE COUNTY, FLORIDA d. MEN _. . f��, } e� _„�� J P NO DATE DESCRIPTION SCALE: AS NOTED JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. All _ DRAWN BY. RCN DATE: 1/5/06 e `n �� I''n L° x p O to J i+1 z •• (4) 3/4" BOLTS OSB SMOOTH SIDE UP, ON EACH ARM to • PUT (1) #120-1/4"L SELF-TAPPECORNER OFRIN EACHOSB INTO 2x4 OR DECK SUPPORT 5 -0 c /C-�+—S'-0"C/C REFER TO FLOOR PLAN '• FOR ACTUAL LENGTH STARTER (6) 3/4 -BOLTS CANTILEVER RACK USE 3/8" BOLTS HERE QUANTITY Em XW QUANTITY ,STARTER CANTILEVER RACK HARDWARE YQMI ON EACH BASE a .A II_ (2) 13' COLUMN 0780 (6) 0 /4 ANCHORx4-1/4'L 0765 (3) 3/4" ANCHORS, I \\ ' 1 (2) (6) STANDARD BASE 52" 52" ARM W/ GUSSET 0761 0762 (36) RAWL 7433 03/4 BOLT x 2"L 2 IN COLUMN BASE ( ) \\ (1) BRACE PANEL 80x48 0763 NUTS & WASHERS AND (1) IN 52" BASE o (1) 60" HORIZ. BRACE 0764 (6) 01/2 x 1-1/21 (6) YELLOW CAPS 9012 NUTS & WASHERS QUANTITY ADDER CANTILEVER RACK PA@I YliltlI ADDER CANTILEVER RACK IF YOU WANT TO MAKE THE CANTILEVER RACK 4' 1) 13' COLUMN 0780 )rlIDJC (3) 03/4 ANCHARDHO x4 -1/4"L 0765 ON CENTER USE THESE BRACES INSTEAD: BRACE PANEL -46.5"x48" 2048 BRAC46.5' PANE 1 �3 STANDARD BASE 52" 52" ARM W/ GUSSET 0761 0762 RAWL 7433 BRACE 2044 USE GRADE 5 BOLTS HERE (1� 1) BRACE PANEL 60x48 60" HORIZ. BRACE 0763 0764 (18) 03/4 BOLT x 2"L NUTS & WASHERS **NOTE: CANTILEVER CAN ONLY �3) YELLOW CAPS 9012 (6) 01/2 x 1-1/21 NUTS & WASHERS SUPPORT (3) ARMS PER COLUMN PER STEEL FABRICATOR** N.T.S. '2" BOLTS 3N BRACES **NOTE: CANTILEVER CAN ONLY SUPPORT (3) ARMS PER COLUMN PER STEEL FABRICATOR** O Q O 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA CILI T Y FLOOR PLAN DETAIL SHEET 2 MELLONVILLE AVE. & CATAPULT RD. CITY OF SA 1 V FORl! SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION MEN _. . f��, } e� _„�� P NO DATE DESCRIPTION SCALE: AS NOTED JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. All DESIGN BY: JZ DRAWN BY. RCN DATE: 1/5/06 O i N PAINTED DRYWALL SALES COUNTER AREA J rES: SEE FLOOR PLANL EXPOSED TRIM TO BE STAINED WITH MINWAX GOLDEN 12" SHELVES MADE FROM RED OAK FOLLOWED WITH CLEAR POLY COUNTER -TOP MATERIAL Q) N � SEE FLOOR PLAN PLAN VIEW �0 Dp Z 1. V SEE FLOOR PLAN Q) RED SUPPORTS®16" C/C O I MADE FROM COUNTER—TOP MATERIAL I SIDE VIEW FRONT VIEW CONFERENCE ROOM SHELVES 12" SHELF & BRACKETS MOUNTED ® 60" HIGH MADE FROM SAME RED COUNTER AS BELOW SFS 00� s FFA 00 i Lb 8 � 8 8 8 PLACE 7/16" OSB(SM007H SIDE UP) UPON 2x4'S 70 CRE47F A SHELF. STAIN ALL VISIBLE WOOD W17H MINIWAX GOLDEN 8 OAK FOLLOW UP WITH CLEAR POLY COVER OPENING WITH ANN -ARBOR BIRCH PANELING FRAMING PLAN ISOMETRIC VIEW COPIER FAXIPRINTER COUNTER 24" COUNTER -42"H PLAN VIEW P F�O�R SES Z V COVER OPENING WITH ANN ARBOR PLACE 7/16" OSB(SMOOTH SIDE UP) O BIRCH PANELING UPON 2x45 TO CREATE A SHELFSTAIN 7/16" OSB SHELF i ALL VISIBLE WOOD WITH MINIWAX GOLDEN 2� OAK FOLLOW UP W17H CLEAR POLY Z� N FRAMING PLAN �- 7'-O " ----� FRONT VIFW DISPA TCH COUNTER " COVER OPENING WITH 36 X36 WINDOW ANN -ARBOR 8 -6 30 COUNTER 10'-0" afZ �DF- D st r N o 04 r° � C JO Q) 2jr S 7 a 36 "Wx36lx34 "H COUNTER w O r, Z� ++ 9 , ADAAG REGULATES I + I�N, J61 MIN. & 34"H MAX v o PLACE 7/16" OSB(SMO07H SIDE UP) 'S I " UPON 2x4TO CREATE A SHELF.STAIN LEAVE OPEN FOR SMALL FILE CABINETS AND MASH CAN ALL VISIBLE WOOD WITH MINIWAX GOLDEN OAK FOLLOW UP WITH CLEAR POLY z LEAVE OPEN FOR BLUEPRINT HOLDER (SUPPLIED BY MERCHANDISING) /011 cl �} 3 J' a -0 m 3°rLd U z ^O FRAMING PLAN PLACE 7/16" OSB(SMOOTH SIDE UP) UPON 2x4'S TO CREATE A SHELF. STAIN 11-1 ALL VISIBLE WOOD W17H MINWAX GOLDEN OAK FOLLOW UP W17H CLEAR POLY V7 U 7'_0.� 0 0 M 6 "- 0 O i N PAINTED DRYWALL SALES COUNTER AREA J rES: SEE FLOOR PLANL EXPOSED TRIM TO BE STAINED WITH MINWAX GOLDEN 12" SHELVES MADE FROM RED OAK FOLLOWED WITH CLEAR POLY COUNTER -TOP MATERIAL Q) N � SEE FLOOR PLAN PLAN VIEW �0 Dp Z 1. V SEE FLOOR PLAN Q) RED SUPPORTS®16" C/C O I MADE FROM COUNTER—TOP MATERIAL I SIDE VIEW FRONT VIEW CONFERENCE ROOM SHELVES 12" SHELF & BRACKETS MOUNTED ® 60" HIGH MADE FROM SAME RED COUNTER AS BELOW SFS 00� s FFA 00 i Lb 8 � 8 8 8 PLACE 7/16" OSB(SM007H SIDE UP) UPON 2x4'S 70 CRE47F A SHELF. STAIN ALL VISIBLE WOOD W17H MINIWAX GOLDEN 8 OAK FOLLOW UP WITH CLEAR POLY COVER OPENING WITH ANN -ARBOR BIRCH PANELING FRAMING PLAN ISOMETRIC VIEW COPIER FAXIPRINTER COUNTER 24" COUNTER -42"H PLAN VIEW P F�O�R SES Z V COVER OPENING WITH ANN ARBOR PLACE 7/16" OSB(SMOOTH SIDE UP) O BIRCH PANELING UPON 2x45 TO CREATE A SHELFSTAIN 7/16" OSB SHELF i ALL VISIBLE WOOD WITH MINIWAX GOLDEN 2� OAK FOLLOW UP W17H CLEAR POLY Z� N FRAMING PLAN �- 7'-O " ----� FRONT VIFW DISPA TCH COUNTER " COVER OPENING WITH 36 X36 WINDOW ANN -ARBOR BIRCH PANELING �' �5 11 8- 5, ,0 COVER OPENING WITH ANN -ARBOR BIRCH PANELING PLAN VIEW ANCHOR PLATES TO SLAB PER LOCAL CODES MOUNT 3/4"x3/4" TRIM OR SCO77A MOULDING FOR PENCIL STOP COVER OPENING W17H FRAMING PLAN ANN -ARBOR BIRCH PANELING 12" SHELF MOUNTED ® 60" HIGH MADE FROM Z SAME RED COUNTER AS CUBICAL J W V o , NOTES: �' co o *ALL EXPOSED 2x4'S & TRIM TO BE STAINED WITH MINWAX GOLDEN OAK FOLLOWED WITH CLEAR POLY FRONT VIEW *ALL WINDOWS TO BE FIXED GLASS CUBICAL DETAIL *CUBICALS MAY VERY SLIGHTLY IN SIZE, REFER TO FLOOR PLAN FOR ACTUAL SIZES ,, NOTES: * THESE SHELVES DO NOT NEED TO BE STAINED OR POLYED1<1 N PLACE 7/16" OSB(SMOOTH SIDE UP) N o UPON 2x4'S TO CREATE A SHELF 1 N FRAMING PLAN STORAGE ROOM SHELVING PLANS r CITY OF SANFORD REVISIONS Q lNEW FACTLI T l PROJECT INFORMATION Y SCALE: 1/4'0= 1 *—Ol$ O FLOOR PLAN DETAIL SHEET JOB N0, 13—SAN CUBICAL COUNTER DETAILS " 84 LUMBER � STORE N0. 13—SAN MELLONVILLE AVE. & CATAPULT RD. SHEET NO. Al2 EIGHTY F 0 RROUTE 519 5330 CITY OF SANFORD DESIGN BY: (724) 228-3636 DRAWN BY: RCN :' SEMINOLE COUNTY, FLORIDA F: a ; DATE: 1/05/06 8 -6 30 COUNTER C w afZ �DF- D N o 04 r° � C BIRCH PANELING �' �5 11 8- 5, ,0 COVER OPENING WITH ANN -ARBOR BIRCH PANELING PLAN VIEW ANCHOR PLATES TO SLAB PER LOCAL CODES MOUNT 3/4"x3/4" TRIM OR SCO77A MOULDING FOR PENCIL STOP COVER OPENING W17H FRAMING PLAN ANN -ARBOR BIRCH PANELING 12" SHELF MOUNTED ® 60" HIGH MADE FROM Z SAME RED COUNTER AS CUBICAL J W V o , NOTES: �' co o *ALL EXPOSED 2x4'S & TRIM TO BE STAINED WITH MINWAX GOLDEN OAK FOLLOWED WITH CLEAR POLY FRONT VIEW *ALL WINDOWS TO BE FIXED GLASS CUBICAL DETAIL *CUBICALS MAY VERY SLIGHTLY IN SIZE, REFER TO FLOOR PLAN FOR ACTUAL SIZES ,, NOTES: * THESE SHELVES DO NOT NEED TO BE STAINED OR POLYED1<1 N PLACE 7/16" OSB(SMOOTH SIDE UP) N o UPON 2x4'S TO CREATE A SHELF 1 N FRAMING PLAN STORAGE ROOM SHELVING PLANS r CITY OF SANFORD REVISIONS Q lNEW FACTLI T l PROJECT INFORMATION Y SCALE: 1/4'0= 1 *—Ol$ O FLOOR PLAN DETAIL SHEET JOB N0, 13—SAN CUBICAL COUNTER DETAILS " 84 LUMBER � STORE N0. 13—SAN MELLONVILLE AVE. & CATAPULT RD. SHEET NO. Al2 EIGHTY F 0 RROUTE 519 5330 CITY OF SANFORD DESIGN BY: (724) 228-3636 DRAWN BY: RCN :' SEMINOLE COUNTY, FLORIDA F: a ; DATE: 1/05/06 Is yr ve• I WOOD - GRADE 2 ti `s X 8 0 1N HER PIN 6 8/4' IS 1/r � ,H IS I/Y .3. 611/4' 11 1 1 c 9/Y � M p m o_ 0 0y$Y MAX. OLD SIZE �• FASTENER LOCATION SAME AS HEAD FROM : FAX NO. Deo. 21 2006 10:29AM P2 1/4" ANNEALED INBOARD FROM : FAX NO. Dec. 21 2006 10: 30M P1 Q >t'liAadlpA,DRC01$ft"Y,PE.TDRIDAI-- � n 1 6 v4• s v.• ave• m yr 1s Lre' Is SOUTHERN PINE 2apD/EO •1 lYd 401 3AIl3V 1NIOd10 0581 1�VdNI - SDODOSUNIaIOSC a33W1tlN PERIMETER FASTENER LOCATIONS AND SPECIFIC INFORMATION ABOUT THE ANS 1850 ACTIVE 3 -POINT LOCK ASSEMBLY. MiTPR0.DADEFLAQ1]pi RUMbM w FASTENER SCHEDULE STAR— to, W�RRTL `— all K NEVEM P. EpItA1NGLWnB�tprp1tN01tX7oD 14aW>$1T>�11MI,7ef MP, 4' me rltamoderaaaaVtenLlwvaa101F 1w1At)9Y,Fr41tDA8313a-I411163 ~4 V �j(Oy'.A('CItPTAIVGNI B(tIDBN�:� PNOu<( IM 1 (903)37�'s'901 pAxgcSDg7s'a9aa IMBER MATERIAL I DESCRIPTION SUBSR3ATF LOCATION I MIN. EMBED. I MAX. SPACING T+9 eullNne6CaaRi ,�,, GEdr61, •Op,p xlwl MPT., R 9319, Fho-aN <209 637-W06 - MRNRNA S LIMIT 1X2 X 2' MT W-46 WOW $MIT WOOD TINESNND 'AE ,SOW 0191 ALT: EDW. OUT META. SORBTI _NOTICB qF_ IA.CClf'ANCZ (HOA) _ -M (909 ]36•all7 M1p <803) a(2.6EBZ CA CALCIJIWATi M, PRODUCT APPROVAL 1850KAWNEER 350IR CHORE - IMPACT g91�5�50 3 -POINT ACrtIf LOLK PROT, AMINAATEDDIGGLASS�3 Nownw cow4 aw,10c. Mme AeaeO.Of/W 1, wr an Andveditktkm mlow]atim and ahuotrnsl analysis, &W OU23/0,, W1W a01a3ix3 11v130 eNVC f Ntlt:cnoea,'0A 300l➢2 . and 07-24404 p opwA sdgttad and se" by SAW LN Mgrs, P,$. k PROTDC PA 2d1/a. IQ03 ..yY ' • / 2 Andw CAfadwain ad ab+aa W Ufa, datod WrO6.02and Ing mvmd an NOTE: SEE CORRESPONNNG SEPARATE 6aarle: I II tl ¢Z 0&07.02, prepared by RAWL X Oft -Wm, M. Murals. PA CDnnTldng � � iNa I40/i i8 btlhtg ieanad ander tba tppi2Dabio:niat tlad mtaldadata pp YGmiag theuseof aDnAlluoetan Iaewrials. AR MS 1850 3 -POINT ACTIVE aNe.N.NK MOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN 1RIFAB. Bngiaehra, segued and ao" by Win• X Meyers. PB ("' Mw docutosaWlan Nlllbmftitld hub= m4wW by M sffBi Dada County h0dW cast osol IXWt9Dn sad atm UZ 3. ta"fWnj; eot vrw w/ANN E-1300.98. ' <G by dic3oatd dRoln and At> ub (10PA) to be=M iRMlaml Dade Conn and a9tet•ma wha;aalluwed by ya ANCHORS OTXER THAN TRPAB. � ZZq dteAtttbps4t}r 1lavi0,0 i� (Atli). p R QUALITY AB$tIMCR I Il Thea N0A Shari 1101 be Paiid tenet• the oxpi W a da ataoed b&w. T1w Mame Delo Cm" MdtW C.antrot '21 .. L Mia d Dada Building bods GnmpYimca office CD=)� so DJVkW (la Miami Dario CotaWy) mWor the AM On am rubs. than MaW nada County) I1m1'Be 611 tight to S B IL MATNG'RM CRRTInCATIOM ° 1 have Ibis pmdod or (material tested for gtrellty aumum yapm te. 9 01u pewlw or tTlatwW lids sa p xftm im tete aoeapted moaner, the usa mthdrO el' WAl faoar the expense of aBGh taming wd the AW may ilmmedliwi l* 0. "AX i6-3/4. C. I. Notb* OffAt�oSoepla� NO.81.•�0MD2 iuw dto SadadaIoa for "3aflex/KKptafe 50-079 IeV dA modify, or suspend (f l6 Bee of soil rad a or =dad& w*u (i10$,jlw1sdlOtioL TJ0RA rcwv a die I'Igia tE �p yq<7 KyM DON, e.•A•-•-••g on 02M ¢ t0 ravolas this aolxp>gacel, it h!8 ddaraitnad by Miami -Dada CotiBry Pnodaet CDanol D1Waion that thiw pFGdt1t31t Or \\ 2. N7otieA of Ao> No. 00"13.12.04 isatted r0 & 1. DY1Pont Dddaarnurs IIDt ' rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION mew w facia to mast ow"QuIm mus obits opplloabia bidtditlg Coda. IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' "DepoSlIn acita M", hiring on 12/UM$ � 11,13 paaduais apprctwed as dualelllledhmoitt, aodhaa bealdesiaxled pa oomplywb8tbel?lls�aBBitd6agCDde, faatutffaythai�l►VelndtYluunicanezona La 1: $'rAT� - DESC IR'rION't OWN X -SW Altmdemla Claucd (w/BObd1A/1Dupomt'a PVI) window Wa@-L f L N 1. 19, 2x04,, issued by XAWn el'Caatpany, 1 APPROVAL D0Ct2AiIl - DrAwing111o. NOAV54*% *1cd "KaLVtaxrllt50D-L 1.1113hwta 1 thm s of %2 aaa31X3 112 i ped oYl�la Mutttw {atm oF�oA eWtod in abavo test Uelfenta) KAMNEER MOIR DOORS -IMPACT " dawd OR117J02 and lmlmvlaed an 2104, ptBpwad by malt. a�ynod mTd aealad by Raliaad Ar�tq, P Et..oolmg►lip➢Co, IStaling ltttlMiami-DYtdeCa>r►� P�alnaCapnai Rsvbioa stamp wbhthallotineofAoaaptamenmltberaHtl PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I dwAd 0111114 paYpated by,Amedm To g Lab tlf Slot Balk Aped by 9 mtp6A=datebyte h#sW4)s&Coo* PagduoCa mdEvb1am. zo��Y Keith f1w1a'{SubmittedaadearNOA 07,0220.01). to 4 MIf35111.8 hWAtrT R TJNGs ImpImynet ReewWd o 1. 3. SWetM9 War of aloe A No flawAid illi mt, dated 02-10.02, elgnad i,A1IRIMM Baoltark ahaiibew a pannanettt label with the mmnufltOrAvts =w OrhTgo, dty, at oo amd .FII N. P R. stud 0.0 S Pt°I,er of R:R.1 ar 8c Associate. Inc by bmi M. undo miler NOA #Q2-0z10,0t). 9 I foAnWhlgama4maml�Ifeml-DadaCoaatyPladaaCelltmYAppmvcdiluaesaotherwlaaaatedlfsreta a 4. M(StlbaDittNtd �yr9,t� A",14p0p0aslaama�tandenca• chis SV 18,2001&OCt(i9,2001-byiCOD 4 RRA>R"YVIAI. of IIIIaNOA shall booamidatedtt(taraDalleoYsl appdiawiaaheabawttrfadand tduav huatlCeuxw PERIMETER FASTENER LOCATIONS I Io, Cban®a in Cita RppAoabie bmddteg code eeglttively efdpodeg th0 parRrrtnance attidt powfua. G. 07=R Piga TRUMMTWN 0tthis KOA, NWIII cusp• Awtts+wtp 000 do orif6m hes been.anvIskin or chow in the I. This NOA revises NOA IN 0214> U1, eap6 wAvg 29.2007. rI mateadtU rift. stud/ermastmsd[aattamef the pmdud orp meeal, Miewo offtSU'a a aWa wAumt d my 2, Tag PAVos 101.412•1 *Waved by n[1C1t1 '3 p oduA forsalas, advwWagoranyotherpurposes xW = ml adcaUytnvdamathis NOA. Fallon to aomoy mift S., Astt oload NOA(s) with NofOm are NOA# 00.1114.07 & X0,k# 0249I20a014 XJl 31110VN1 11 101111 aur d01 17)5 Nmv bLO-DS whit any sections of this NQA sbatl because for wnWasalaa ad ramoval of NOA. FC•7� DNMW Aw.Io Rbc NOA Bumper pslaeOW by the womb Uhral•Dade Cam% 1110dk and tOlfoaaled by FASTENER SCHEDULE 'AfYY tho eapltaden daps may be ditNpligyed in adv>xdaf0a IiteLtii9ue. if snot pardon of the 1QD.A1 is diaplaycd, then it altell 9NIaVdS 0Nr SN]IlV]I!I]3df (Y 4 S S333N5 33S3 43N31SVJ a3L341a3d Sa7Fautld aVlltl. 3D11311t (, 1 C 813y15 338) .31121.3 V 18334 heStrBle ip ire e+rfRluty. ' 1N9MCUbN1AmnofibisISnBoMIDA418l1bep widadto&aBearby*asumnawwwOrits dhtlibum ixrEBloe E ! ltUE8a18 I� aadslail ha Ave21ab19for flmpeExl011 at tite)C►bslOaa2thneagalwt0ftlte BBiidh� QfSga1. " . x<3" 1U A10A revues.NOA # 00 =8A1 and am" of thispap i artlovidempap&I andS"2,aswellas .IN.11 18 " } appmlvoldocuuID lttlmendemed Idem , II y ! 7bombmiWtddolnm mu don wn-Wnq d byldmq L Cbw&%P S k a< I �, L I R I -i I . NQAAirt1R021L11 o + +a'.tfr.»..,+•DaaiAa9wt29,7A07 . lhad^ud�:anstoi8fwm"�1aar� AIMNae414711,t1 Approvallnat5t896taag17 i RRp@etlgnD�fetALgukZ9,$Aa7 Appsrwtlbrtaaeebrwryi8.$aes PTDda(t IT AIM 9301 KL 6.N AW.aw Bat d m 9lrNMMIT (TART a0+i1+�65'a'e Is yr ve• I WOOD - GRADE 2 ti `s X 8 0 1N HER PIN 6 8/4' IS 1/r � ,H IS I/Y .3. 611/4' 11 1 1 c 9/Y � M p m o_ 0 0y$Y MAX. OLD SIZE �• FASTENER LOCATION SAME AS HEAD C TO 1/4" ANNEALED INBOARD 106-OOZl eDZ/�Rpp22/ip2 d S1Ep01Wd 381019 O31VNIN101 ,9t/6 Q yy C � n 1 6 v4• s v.• ave• m yr 1s Lre' Is SOUTHERN PINE 2apD/EO •1 lYd 401 3AIl3V 1NIOd10 0581 1�VdNI - SDODOSUNIaIOSC a33W1tlN PERIMETER FASTENER LOCATIONS AND SPECIFIC INFORMATION ABOUT THE ANS 1850 ACTIVE 3 -POINT LOCK ASSEMBLY. PUNCHED OPENINGS — TRIFAB FRAME/WOOD SUBSTRATE w FASTENER SCHEDULE STAR— to, W�RRTL `— all K NEVEM P. S1tM JAMS / IMADOI' ~4 V CO,1pJLTi14 awtK00is y PNOu<( IM 1 91101 N L 8<h av9wl IMBER MATERIAL I DESCRIPTION SUBSR3ATF LOCATION I MIN. EMBED. I MAX. SPACING T+9 eullNne6CaaRi ,�,, GEdr61, •Op,p xlwl MPT., R 9319, Fho-aN <209 637-W06 - MRNRNA S LIMIT 1X2 X 2' MT W-46 WOW $MIT WOOD TINESNND 'AE ,SOW 0191 ALT: EDW. OUT META. SORBTI ,I9C [TIME 419 -TAS TAX tTNIi r8t•1590 (909 ]36•all7 M1p <803) a(2.6EBZ 6TA,,raFyNR N2 z 3a/a' aAr NFa6 17D➢6 OREN _ M�,AOPDI RSW�AIi a/'1NI OOl4a. T HIATAL 5NR19 LAW J4tl / NFAOEIt I-I/r SEE MOW 6 1 PRODUCT APPROVAL 1850KAWNEER 350IR CHORE - IMPACT g91�5�50 3 -POINT ACrtIf LOLK PROT, AMINAATEDDIGGLASS�3 ,RIE 07/09/0@ T200-901 AeaeO.Of/W "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f J . pp k PROTDC PA 2d1/a. IQ03 ..yY ' • / BB� to �) Q NOTE: SEE CORRESPONNNG SEPARATE DOORS I II tl ¢Z N � � E AR MS 1850 3 -POINT ACTIVE aNe.N.NK MOA FOR FRAME AND PERIMETER ANCHORS OTHER THAN 1RIFAB. 1 ("' A �a . 6� UZ d y <G � � � ya ANCHORS OTXER THAN TRPAB. � ZZq I </ Z p WL7! I Il 1 '21 .. T a 12/M• a 16/16• 71 tutu ulotx Nr WM 11004 OrGMI110 (9 FASTENERS FROM JRA➢ AND A so II ill 1 I S B iP II 11 o n. a/I 91 7Y 1 ° 1 \ / \Y �/ w.� Nor \\\\w� 0. "AX i6-3/4. C. J ¢�--__—_-- 50-079 a tE �p yq<7 KyM (TM ¢ 35-001 MS 1850 S -POINT CW -ANDER CK ASSY. FOR ACTIVE STa.E \\ Apgw.4eaM PWW a01N' 2.aro - ��A rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION R7 -DDI S,LFP OA9XxT SEE SHEET 9 FOR ADDITIONAL HARDWARE INFYMMATION IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' � ODOR CORNER GONSTR- OC110N La aaa31x3 - W 1. a N VI R1%L SMD RON INROINA AND ARE 1TIA9Wp M THE TM AND e0T1DW RA l9 wm i r 1MNRI FXTR10[D AUM,NUN 01NYN 1//h9° M r PAN NtAp WI+OI,N I<�aY6, ANO r TMLN STfEI. OIA'(aIM16pNNE�� . r MAYe09Rlq PmdM NwH 4 1 91101 K E. 6N A•wm. Mr0A1 rEa+rs. R 9a196 PNpy, IaOA SSTw006 rew eaos305,aex730,6PA'¢LT aaa31X3 112 •� KAMNEER MOIR DOORS -IMPACT " q PtNO.ELD ANO A t -t IDNO IIOD Ar M)M NF+/Y Or RA,_ � PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I 6 9 Iaao-Ml�rwo S OF9 zo��Y HIAIR 3NYV! 11005 E to 4 DNV OMI' /G11N -E 'A let,IS� o 1. W FASTENER LOCATION SAME AS HEAD NA .FII 4 5 9 I 0 0 0 040 0 0 0 0 0 0 0y$Y MAX. OLD SIZE �• FASTENER LOCATION SAME AS HEAD Sig' 1/4" ANNEALED INBOARD 106-OOZl eDZ/�Rpp22/ip2 d S1Ep01Wd 381019 O31VNIN101 ,9t/6 4•I'- woDO -GRADE 2 STILE LOCK w:•� .sa xra a � n 1 6 v4• s v.• ave• m yr 1s Lre' Is SOUTHERN PINE 2apD/EO •1 lYd 401 3AIl3V 1NIOd10 0581 1�VdNI - SDODOSUNIaIOSC a33W1tlN PERIMETER FASTENER LOCATIONS AND SPECIFIC INFORMATION ABOUT THE ANS 1850 ACTIVE 3 -POINT LOCK ASSEMBLY. PUNCHED OPENINGS — TRIFAB FRAME/WOOD SUBSTRATE w FASTENER SCHEDULE STAR— to, W�RRTL `— all K NEVEM P. S1tM JAMS / IMADOI' ~4 V CO,1pJLTi14 awtK00is 900,-499 (COC) www Nice u • +..0 I w PNOu<( IM 1 91101 N L 8<h av9wl IMBER MATERIAL I DESCRIPTION SUBSR3ATF LOCATION I MIN. EMBED. I MAX. SPACING T+9 eullNne6CaaRi ,�,, GEdr61, •Op,p xlwl MPT., R 9319, Fho-aN <209 637-W06 - MRNRNA S LIMIT 1X2 X 2' MT W-46 WOW $MIT WOOD TINESNND 'AE ,SOW 0191 ALT: EDW. OUT META. SORBTI ,I9C [TIME 419 -TAS TAX tTNIi r8t•1590 (909 ]36•all7 M1p <803) a(2.6EBZ 6TA,,raFyNR N2 z 3a/a' aAr NFa6 17D➢6 OREN _ M�,AOPDI RSW�AIi a/'1NI OOl4a. T HIATAL 5NR19 LAW J4tl / NFAOEIt I-I/r SEE MOW 6 1 PRODUCT APPROVAL 1850KAWNEER 350IR CHORE - IMPACT g91�5�50 3 -POINT ACrtIf LOLK PROT, AMINAATEDDIGGLASS�3 ,RIE 07/09/0@ T200-901 AeaeO.Of/W "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f J . e6-ICL-aE1. 6 dO C GLASS TYPE MAX. OLD SIZE @Iw 9/te' (AMINATED GLASS 1/4" ANNEALED OUTBOARD /0.090" SOLUDA SAFLEX6 - 1/4'. 2 -IX PHURS FLAT REID 1/4" ANNEALED INBOARD 106-OOZl eDZ/�Rpp22/ip2 d S1Ep01Wd 381019 O31VNIN101 ,9t/6 1/4" ANNEALED INBOARD STILE LOCK w:•� .sa xra a (f rg 813383 338) , t13N31SVJ 14 1n• a I,W a• a IW 14 yr 2apD/EO •1 lYd 401 3AIl3V 1NIOd10 0581 1�VdNI - SDODOSUNIaIOSC a33W1tlN 2. SPE SHEET 5 OF 9 FOR MATERIAL UST, HARDWARE SCHEDULES. HARDWARE LOCATIONS AND SPECIFIC INFORMATION ABOUT THE ANS 1850 ACTIVE 3 -POINT LOCK ASSEMBLY. a313N1a3a--1� \,I w ANCICc w = ' STAR— to, Q Q Q Q Q Q S1tM JAMS / IMADOI' 5TEEL - MIN. 1 8" GRADE 50 LI11 'Q Q Q 900,-499 (COC) www Nice u • +..0 I w 0000 YIOSOPJ 'iipMJ141 1WA1 MINN,1Y Ata =I'm= ,r N1 M Ulu 1 I IDRMM, 6LDAIIA 900/Y •tl W79 'AIN I= 1)IiOW ;# fA% if101 r9E-I6W 6 1 ak{ ayi a rs SUMIM INI17axm ' AeaeO.Of/W "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f J HS 1950 3 -POINT ACTIVE LOC( 9/16' NINATEpp GLASS 4, 1, l N NA 9.111,1 Is 7 1101W/ pp k PROTDC PA 2d1/a. IQ03 ..yY ' • / ;ICL :OOM i DOORS I II O/ _ 6 !Y � � ^ - --_- AR MS 1850 3 -POINT ACTIVE aNe.N.NK STILE LOCK mlex � 1 ("' A �a . 6� �ilm 1qW d o 1Iv13o vax63aHl 6 � � � ya ANCHORS OTXER THAN TRPAB. gi ZZq I </ Z p WL7! I Il 1 '21 .. T a 12/M• a 16/16• 71 tutu ulotx Nr WM 11004 OrGMI110 (9 FASTENERS FROM JRA➢ AND A so II ill 1 I S B iP II 11 o n. a/I 91 7Y 1 ° 1 \ / \Y �/ w.� Nor \\\\w� 0. "AX i6-3/4. C. J ¢�--__—_-- 50-079 I tE �p yq<7 KyM (TM FLUSH BOLT 35-001 MS 1850 S -POINT CW -ANDER CK ASSY. FOR ACTIVE STa.E \\ Apgw.4eaM PWW a01N' 2.aro - ��A rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION R7 -DDI S,LFP OA9XxT SEE SHEET 9 FOR ADDITIONAL HARDWARE INFYMMATION IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' � ODOR CORNER GONSTR- OC110N La aaa31x3 - W 1. a N VI R1%L SMD RON INROINA AND ARE 1TIA9Wp M THE TM AND e0T1DW RA l9 wm i r 1MNRI FXTR10[D AUM,NUN 01NYN 1//h9° M r PAN NtAp WI+OI,N I<�aY6, ANO r TMLN STfEI. OIA'(aIM16pNNE�� . r MAYe09Rlq PmdM NwH 4 1 91101 K E. 6N A•wm. Mr0A1 rEa+rs. R 9a196 PNpy, IaOA SSTw006 rew eaos305,aex730,6PA'¢LT aaa31X3 112 •� KAMNEER MOIR DOORS -IMPACT " q PtNO.ELD ANO A t -t IDNO IIOD Ar M)M NF+/Y Or RA,_ � PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I 6 9 Iaao-Ml�rwo S OF9 zo��Y HIAIR 3NYV! 11005 E s err DNV OMI' /G11N -E 'A let,IS� 16 2N• W FASTENER LOCATION SAME AS HEAD NA .FII 4 5 9 I a (vivid DIItSdU Wel Jl ch MUNEER STOREFRONT NOA 4 9t PERIMETER FASTENER LOCATIONS I Io, fi � Piga of rI ,TVAAOabadlW3.lr �VM3@I�II 1IVI30113-OY33HH '3 g 3NVV.1 @RS ONV TMA NIWiF0 mift XJl 31110VN1 11 101111 aur d01 17)5 Nmv bLO-DS FC•7� DNMW Aw.Io FASTENER SCHEDULE 'AfYY 1 9NIaVdS 0Nr SN]IlV]I!I]3df (Y 4 S S333N5 33S3 43N31SVJ a3L341a3d Sa7Fautld aVlltl. 3D11311t (, 1 C 813y15 338) .31121.3 V 18334 ixrEBloe E ! ltUE8a18 I� A " x<3" 11V130 83OV3N I .IN.11 18 " } II y S k a< I �, L I R I -i I (aalF�lfv� m1 39) . TYPICAL ELEVATIONS 350 DOORS WITH TRIFAB FRAMING AND Aja MS 1850 3 -POINT ACTIVE STILE LOCK �� Ta—yr v—wAc e�m—M y� 119 lir ru I F=-i�----- TYPIQAG ELEVATIONS 350 DOORS WITH 1600 SUB -FRAME AND AR MS 11850 3 -POINT ACTIVE STILE LOCK UNDER SEPARATE APPROVAL SEE KAWNEER STOREFRONT/CURTAIN WALL NOA II _ I. II „ I 7r NW 2001 tly[NINE I M•IWt w I Te INX m rerxTl9 I.. aerNut.� E .1 INKIIK A6TIK �� Kt196� AOTM ® • INACTIK AAi1K � Ki�01XY[ .crlK ^ Eyf>j • L`YIfaCiiiTJ �gfZ�-��+� - AntMc S X D iII t /I WTIWMN DOeR q GLAZING SCHEDULE GLASS TYPE MAX. OLD SIZE @Iw 9/te' (AMINATED GLASS 1/4" ANNEALED OUTBOARD /0.090" SOLUDA SAFLEX6 - 1/4'. 2 -IX PHURS FLAT REID 1/4" ANNEALED INBOARD 28.813" WIDE 85.188" HIGH 0-9/16" LAMINATED CLASS 1/4" ANNEALED OUTBOARD / 0.090" DUPONT BUTACTT& PVe / 1/4" ANNEALED INBOARD STILE LOCK w:•� .sa xra a TYPICAL. GOOK GLASS SRX - OLD - 1/2' 14 1n• a I,W a• a IW 14 yr I, SEE $HELTS.3,4 OF 9 FOR PERIMETER FASTENER 5CNLUULE5 AND LOCATIONS FOR TRIFAB FRAMES IN PUNCHED OPENINGS. 2. SPE SHEET 5 OF 9 FOR MATERIAL UST, HARDWARE SCHEDULES. HARDWARE LOCATIONS AND SPECIFIC INFORMATION ABOUT THE ANS 1850 ACTIVE 3 -POINT LOCK ASSEMBLY. 3. SEE SHEET 9 OF 9 FOR ADDITIONAL HARDWARE INFORMATION. 4. SEE DETAIL 13/8 ON SHEET 6 Or 9 FOR TYPICAL GLAZING, 5. THESE PRODUCIS SHOUI.0 BE USED !N CONJUNCTION WAIN THE STANDARD PRODUCT INSTAllAT10N INSIRUCTI S ANO IN UNE WITH INS APPROVAL. NUMBER MATERIAL DESCRIPTION SUBSTRATE LOCATION I MIN. FAIRED. I MAX. SPACING - 1/4'. 2 -IX PHURS FLAT REID OONO M I_Vr SEE ASOW OF420 TAPTW 91 tM STILE LOCK w:•� .sa xra a 1, 9r+• 14 1n• a I,W a• a IW 14 yr 611/4' CONCRETE - MIN. 3000 PSI POURED CONCRETE BLOCK�- 1 -IN SIX ANNE ILF„, iAPO9E T Few <90S) 568EEaE AND IN= SEPARATEEER APIPPRDYALFKAME PROD A V%DRAYI Q Q Q Q Q Q S1tM JAMS / IMADOI' 5TEEL - MIN. 1 8" GRADE 50 LI11 'Q Q Q wc. SEE RAWwOt STOREFRONT MA. PNN N A Ay 8D IARIa M m DJ11N -1 0DNT =I'm= ,r N1 M Ulu 1 I IDRMM, 6LDAIIA 900/Y I I�I� �� I 9 YNlP-d ASO ;# fA% if101 r9E-I6W ran <6M) 86E.6pa ak{ ayi a rs 0.O" I �JL., I 12 HEADER DETAR. "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f II HS 1950 3 -POINT ACTIVE LOC( 9/16' NINATEpp GLASS T200-901 pp k PROTDC PA 2d1/a. IQ03 I it ;ICL :OOM i DOORS I II `4g' is !Y � � ^ - --_- AR MS 1850 3 -POINT ACTIVE aNe.N.NK STILE LOCK mlex � NOTE.. SEE CORRESPONDING SEPARATE NOA TOR FMME AND PERIMETER ("' c m < �ilm 1qW d o FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. 7-INI I ya ANCHORS OTXER THAN TRPAB. gi ZZq I </ Z p WL7! I Il 1 '21 .. T a 12/M• a 16/16• 71 tutu ulotx Nr WM 11004 OrGMI110 (9 FASTENERS FROM JRA➢ AND A g w II ill 1 I S B iP II 11 o n. a/I 91 7Y 1 012-24,224 /116-1104 \ / \Y �/ w.� Nor \\\\w� 0. "AX i6-3/4. C. J ¢�--__—_-- 50-079 tE tE Lia (TM FLUSH BOLT 35-001 MS 1850 S -POINT CW -ANDER CK ASSY. FOR ACTIVE STa.E a Apgw.4eaM PWW a01N' 2.aro - CA.nusRaT rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION R7 -DDI S,LFP OA9XxT SEE SHEET 9 FOR ADDITIONAL HARDWARE INFYMMATION IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' e'1 ODOR CORNER GONSTR- OC110N La 1 - W 1. a a VI R1%L SMD RON INROINA AND ARE 1TIA9Wp M THE TM AND e0T1DW RA l9 wm i r 1MNRI FXTR10[D AUM,NUN 01NYN 1//h9° M r PAN NtAp WI+OI,N I<�aY6, ANO r TMLN STfEI. OIA'(aIM16pNNE�� . r MAYe09Rlq PmdM NwH 4 1 91101 K E. 6N A•wm. Mr0A1 rEa+rs. R 9a196 PNpy, IaOA SSTw006 rew eaos305,aex730,6PA'¢LT 6,f °�RM(000 .ANT IaMIDy. CmI16TA 66090 r^aE i� 4711.1'6w 112 •� KAMNEER MOIR DOORS -IMPACT " q PtNO.ELD ANO A t -t IDNO IIOD Ar M)M NF+/Y Or RA,_ � PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I C 1 0 0 0 Iaao-Ml�rwo S OF9 zo��Y HIAIR 3NYV! 11005 E s err 1 m Ire• I Is vs• 5 vr. I n yr I 16 2N• W FASTENER LOCATION SAME AS HEAD NA - SES PTDRRRAARTETMPRO ,'EOE 1CONCREfMIN..3 ICONCRETE - MIN. 3000 PSI I I MUNEER STOREFRONT NOA PERIMETER FASTENER LOCATIONS I Io, 3AMOV 3ALLOVN11 of t] GLAZING DETAIL 9/16' LAMINATED GLASS' NNIIN PUNCHED OPENINGS — TRIFAB FRAM EZCONCRETEZCBS/STEEL '3 SUBSTRATES mift XJl 31110VN1 11 101111 aur d01 17)5 Nmv bLO-DS FC•7� DNMW Aw.Io FASTENER SCHEDULE 'AfYY rL. 4 ^ NUMBER MATERIAL DESCRIPTION SUBSTRATE LOCATION I MIN. FAIRED. I MAX. SPACING - 1/4'. 2 -IX PHURS FLAT REID OONO M I_Vr SEE ASOW OF420 TAPTW 91 tM STILE LOCK w:•� .sa xra a P96 WTENIOOC COAs NraA1 MlOrae. R bID AT D _ x 3BY-3/ELW4. 1NM1P6 RHEA � /w5 JMB / KAM 1 -IN SIX ANNE ILF„, iAPO9E T Few <90S) 568EEaE AND IN= SEPARATEEER APIPPRDYALFKAME PROD A V%DRAYI SOD macs STAMkEF RRa 1/4 - CLD X 2 -,FAD 'Ir RAT NC.D TN - oTRAIIp 31011. AWr mrN O SOREN S1tM JAMS / IMADOI' IN SEE AADS HS IBM 3 -POINT ACTIVE LOC( 9/16' LAMINATED GLASS T200-901 PRpTpCOLS PA ZO / 2/ 4 Of 9 T¢6P-MI-0..DAA AKMCONSULTING AW E FISHER VK K NEY&L P C DLO + WYUGHT OPENING �R DISTRICTS PSF ii MOONH d IT, Mt K L 6M &_ STILE LOCK w:•� .sa xra a P96 WTENIOOC COAs NraA1 MlOrae. R bID p:E4: 001PD0. 0m6'ilA 90010 <77P PNaw• t90M '557-1006 C209 966212 I I II I TIN 15", rAM <TT0 761-1M2 Few <90S) 568EEaE AND IN= SEPARATEEER APIPPRDYALFKAME PROD A V%DRAYI i„r�. KAWNEER 350IR DOORS - IMPACT TrovDE HS IBM 3 -POINT ACTIVE LOC( 9/16' LAMINATED GLASS T200-901 PRpTpCOLS PA ZO / 2/ 4 Of 9 T¢6P-MI-0..DAA ESIGN PRESSURE RATING ABBREVIATIONS 11NFRE WATER INFlLTRATION WHERE WATER INFILTRATION DLO + WYUGHT OPENING RE'pUIREMEM IS NECOED REQUIREMENT IS NOT NEED GO DOOR OPEIDNG LH. w LEFTLAND R.H.RICHT HAND FIV s FRAME WHOM PSF ii NDT APPROVED -65 PSF ACTIVE LEAFADAMS RRE MS 1850 3-Pa1FT LACK STILE LOCK w:•� .sa xra a mens ussxw esu. . 11.,(0 37 p:E4: INACTNE LEAF 50-079 FW5H BOLTS (TOP 8 BOTIOLM) I I II I STOREFRONT FYIANE DN➢ER SEPARATE APPROVAL SEE IEYPAS. S. P. YI1 K P. E AND IN= SEPARATEEER APIPPRDYALFKAME „e rnm ma a,x. �e.a i„r�. KAVNEER STOREFRONT NOA- ” wc. SEE RAWwOt STOREFRONT MA. PNN N A Ay 8D IARIa M m DJ11N -1 0DNT =I'm= ,r N1 M Ulu 1 twnq ' aeeAwr PM 1 w 1 IDRMM, 6LDAIIA 900/Y I I�I� �� I 9 YNlP-d ASO 6 I fA% if101 r9E-I6W ran <6M) 86E.6pa TRANSOM DETAIL IOOIJ 31113®1 I �JL., I 12 HEADER DETAR. "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f II HS 1950 3 -POINT ACTIVE LOC( 9/16' NINATEpp GLASS T200-901 � � k ■ PROTDC PA 2d1/a. IQ03 I it ;ICL :OOM i DOORS I II as !Y . - --_- AR MS 1850 3 -POINT ACTIVE aNe.N.NK STILE LOCK mlex � mw a 50-821 " FM99F 5TEE1. Hat PLAlEO ATTACHED TDTa WTTN STEEL (a1ST41TEEL ALL DRa34aONSNPM.rrsr FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. 7-INI I CMID4 STEEL ZINC PLATED 1 M gi S/9'FIMS cm -WO). ,9 K 3/11' ELPXTPS ICARHON STE-ZINC PLATEW C w "K I Il 1 '21 .. T a 12/M• a 16/16• 71 tutu ulotx Nr WM 11004 OrGMI110 (9 FASTENERS FROM JRA➢ AND A g w II ill 1 I qq A iP II 11 o n. a/I 91 7Y 1 012-24,224 /116-1104 \ / \Y �/ w.� Nor \\\\w� 0. "AX i6-3/4. C. J ¢�--__—_-- 50-079 tE tE __� � 31 / (TM FLUSH BOLT 35-001 MS 1850 S -POINT CW -ANDER CK ASSY. FOR ACTIVE STa.E a Apgw.4eaM PWW a01N' 2.aro - CA.nusRaT rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION R7 -DDI S,LFP OA9XxT SEE SHEET 9 FOR ADDITIONAL HARDWARE INFYMMATION IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' e'1 ODOR CORNER GONSTR- OC110N IT XTl../L�L./lfill tO6Orc E fir - 50-100 DEADLOCK 37-368 BOTTOM HOLT a VI R1%L SMD RON INROINA AND ARE 1TIA9Wp M THE TM AND e0T1DW RA l9 wm i r 1MNRI FXTR10[D AUM,NUN 01NYN 1//h9° M r PAN NtAp WI+OI,N I<�aY6, ANO r TMLN STfEI. OIA'(aIM16pNNE�� . r MAYe09Rlq PmdM NwH 4 1 91101 K E. 6N A•wm. Mr0A1 rEa+rs. R 9a196 PNpy, IaOA SSTw006 rew eaos305,aex730,6PA'¢LT 6,f °�RM(000 .ANT IaMIDy. CmI16TA 66090 r^aE i� 4711.1'6w •� KAMNEER MOIR DOORS -IMPACT " q PtNO.ELD ANO A t -t IDNO IIOD Ar M)M NF+/Y Or RA,_ � PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I C 1 aola31x3 11VJ30 vine Z Iaao-Ml�rwo S OF9 fXTER10R. HIAIR 3NYV! 11005 E WE EXTERIOR Dv�aAyl. W • -- __ - --_- - SES PTDRRRAARTETMPRO ,'EOE a X9/9"95 �Il[COW I I MUNEER STOREFRONT NOA I Io, 3AMOV 3ALLOVN11 of t] GLAZING DETAIL 9/16' LAMINATED GLASS' I I t1 TRANSOM OETAL '3 TYPE A OR B Np XJl 31110VN1 11 101111 aur d01 17)5 Nmv bLO-DS FC•7� 'AfYY rL. 4 ^ 9NIaVdS 0Nr SN]IlV]I!I]3df (Y 4 S S333N5 33S3 43N31SVJ a3L341a3d Sa7Fautld aVlltl. 3D11311t (, 1 C 813y15 338) .31121.3 V 18334 ixrEBloe E ! ltUE8a18 D.N " x<3" .IN.11 18 " FROM FACH END AND MAX. 7-1/2" O.C. 0 TOP AND BOTTOM RAIL 3" FROM EACH END AND MAX. 11-1/8" O.C. 0 VERTICAL STILES exp i3 � R9101T L rNIER lAl. K IL"IfAS PC CO1WII,TIN6 EN611®tS I I PTDda(t IT AIM 9301 KL 6.N AW.aw d m 9lrNMMIT (TART a0+i1+�65'a'e Xl.nl iAv„. R 98196 PNavl (SOS) 557-1006 P1oaI FNI <i'� 7M -NW. 0%) 73E-allr roM (NIM) 368.686d PRODUCT VWCR 3501. 1.0 SAV IMPACT T. O /09/02 MS 9/1685LAMEINAAT0 NT �LAS�2 SPAT 9200"'901 SOCK OTOCOLS PA TMw,.I m 8 of9 ESIGN PRESSURE RATING ABBREVIATIONS 11NFRE WATER INFlLTRATION WHERE WATER INFILTRATION DLO + WYUGHT OPENING RE'pUIREMEM IS NECOED REQUIREMENT IS NOT NEED GO DOOR OPEIDNG LH. w LEFTLAND R.H.RICHT HAND FIV s FRAME WHOM PSF ii NDT APPROVED -65 PSF -7'iT3iItL]' LOCKINGAHARDWARE SCHEDULE FOR PAIRS OF DOORS IDIAIS..E•IIiCw� LOCATION HARDWARE M r >d 1 (DOORS INSTALLED IN TRIFAB FRAMING) ACTIVE LEAFADAMS RRE MS 1850 3-Pa1FT LACK STILE LOCK w:•� .sa xra a mens ussxw esu. . 11.,(0 37 ROtFRT L IN INACTNE LEAF 50-079 FW5H BOLTS (TOP 8 BOTIOLM) .,e i i IEYPAS. S. P. YI1 K P. E H „e rnm ma a,x. �e.a i„r�. CDM(4TING MIN= ” ii PNN N A Ay 8D IARIa M m DJ11N -1 0DNT =I'm= ,r N1 M Ulu .tw NpWeRi lar P -N. � IawrnWN ear ueWPo � twnq ' aeeAwr PM 1 w 1 IDRMM, 6LDAIIA 900/Y PAXrw (am 567-4006 9 YNlP-d ASO 6 I fA% if101 r9E-I6W ran <6M) 86E.6pa 16 '" IIa9 IOOIJ 31113®1 PROAL AY NGS KAYNEER 350IR DOORS - IMPACT "'"" PAT T. 07/06/02 a01a3ix3 11v130 eNVC f II HS 1950 3 -POINT ACTIVE LOC( 9/16' NINATEpp GLASS T200-901 � � k ■ PROTDC PA 2d1/a. IQ03 I it TYPICAL ELEVATIONS 350 DOORS WITH IR 500 FRAMING AND AR MS 1850 3 -POINT ACTIVE STILE LOCK UNDER SEPARATE APPROVAL SEE 1 •-•_--� p/ _ I .:-_-=_� KAWHEER STOREFRONT/CURTAIN WALL 140A --' HARDWARE SCHEDULE FOR PAIRS OF DOORS MATERIALS JOIST M r >d 1 (DOORS INSTALLED IN TRIFAB FRAMING) ARMS 1850 3 -POINT ACTIVE rrwtery ts�rr zor � wAMT.me 941, STILE LOCK w:•� .sa xra a mens ussxw esu. . 11.,(0 37 20/99/ '1 1Yd NODI 3A10V 1NI(W f DWI SIN 1310,1111 - S11pOG V102C a33NAVN '1VAONjdV .,e i i H „e rnm ma a,x. �e.a i„r�. Al@ -E4 X 9/r ” ii i6f¢-in (O") 31YMN Mox',sOrADN LI,1°l2mltNti9 'YON 1NON43MM V83NNVM 333 '9VAIM"W 31Y)lYd3S .tw NpWeRi lar P -N. � IawrnWN ear ueWPo � twnq ' aeeAwr PM 1 w 1 I 11Y9 9 YNlP-d ASO 6 I 3HVW IM AIN TNA NIV1W0. ' 6 16 '" IIa9 IOOIJ 31113®1 ,yy tfyi IpRRF� �� N -Ie � a01a3ix3 11v130 eNVC f II d�e � � k ■ Le I it ;ICL :OOM i DOORS I II as !Y . (DOORS INSTALLED IN TRIFAB FRAMING) AR MS 1850 3 -POINT ACTIVE aNe.N.NK STILE LOCK mlex � mw a 50-821 " FM99F 5TEE1. Hat PLAlEO ATTACHED TDTa WTTN STEEL (a1ST41TEEL ALL DRa34aONSNPM.rrsr FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. 7-INI I CMID4 STEEL ZINC PLATED 1 M S/9'FIMS cm -WO). g" v w "K I Il 1 . T a 12/M• a 16/16• 71 tutu ulotx Nr WM 11004 OrGMI110 ---. TYPICAL. ASSEMBLY II ill 1 I 7 10/Ib vw %•w6t m iP II 11 o n. a/I 91 7Y 1 012-24,224 /116-1104 \ / \Y �/ w.� Nor \\\\w� c8 X11'•7 v J ¢�--__—_-- 50-079 tE � � __� � 31 / HARDWARE SCHEDULE FOR PAIRS OF DOORS MATERIALS JOIST M r >d 1 (DOORS INSTALLED IN TRIFAB FRAMING) ARMS 1850 3 -POINT ACTIVE rrwtery ts�rr zor � wAMT.me 941, STILE LOCK w:•� .sa xra a mens ussxw esu. . 11.,(0 37 20/99/ '1 1Yd NODI 3A10V 1NI(W f DWI SIN 1310,1111 - S11pOG V102C a33NAVN '1VAONjdV .,e i ATTACHED TO FRAME WITH 1109 m KOC) .ted „e rnm ma a,x. �e.a i„r�. Al@ -E4 X 9/r ” It IE -95e ROE) 900,-112) {SNIT) w•wN4 ICIte 1J 'F..4S Iw1N i6f¢-in (O") 31YMN Mox',sOrADN LI,1°l2mltNti9 'YON 1NON43MM V83NNVM 333 '9VAIM"W 31Y)lYd3S .tw NpWeRi lar P -N. � IawrnWN ear ueWPo � twnq ' aeeAwr PM 1 w 1 IN,1 ae,Pw n"usX —1 w9 12. 1OE6 fIm11DN3 9111711100 3'd 'S10111 N '1111 9 YNlP-d ASO )GOND 3WaJ 1NOV330DIS 3HVW IM AIN TNA NIV1W0. ' 3NV111 OWN, a71214VJ 11313 RGd IOOIJ 31113®1 ,yy tfyi IpRRF� �� N -Ie � a01a3ix3 11v130 eNVC f 4M[ � � k ■ Le "AddON1M1d0 :OOM HARDWARE SCHEDULE FOR SINGLE DOORS 9HIN3d6 WOM CAST 0ULWIMIW INTERMEDIATE !Y ew (626-949). (DOORS INSTALLED IN TRIFAB FRAMING) AR MS 1850 3 -POINT ACTIVE aNe.N.NK STILE LOCK mlex � mw a 50-821 " FM99F 5TEE1. Hat PLAlEO ATTACHED TDTa WTTN STEEL (a1ST41TEEL CONTINUOUS HINGE 60811-T6 ALUMINUM ALL DRa34aONSNPM.rrsr FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. Awam" CMID4 STEEL ZINC PLATED 1 M S/9'FIMS cm -WO). g" v w "K I Il 1 II LIQ 11L`tl ---. TYPICAL. ASSEMBLY II ill 1 I l jl II 7 n 41%,11-410.n I II II iP II 11 o n. a/I 91 7Y 1 012-24,224 /116-1104 \ / \Y �/ w.� Nor \\\\w� c8 X11'•7 v INACTIVE 5T1_LEu LOCKING ARDWARE LVE STILE OKIC Ny (� HAS LOCKED UNLOCKED 50-079 90_075 BUILT GUIDE 50-078 Tap BOLT � � .wire .ow k auna0=yWM'SwffS yV,Q-[ iEl�wi - A FLUSH BOLT 35-001 MS 1850 S -POINT CW -ANDER CK ASSY. FOR ACTIVE STa.E STD. M_y-HAAgDWARE IM&TI0MM 200" BO1IO1 ODOR YE/•DI(1YN9 CLT -'°6 � °°ml6r 6nTMn'°" w Saw iRlN1 Apgw.4eaM PWW a01N' 2.aro - CA.nusRaT rD,MS-RITE TOP AND BOTTOM HOLES ARE NTR<CONNEGTED NO DEADLOCK R SINGLE ACT SON OPERATION R7 -DDI S,LFP OA9XxT SEE SHEET 9 FOR ADDITIONAL HARDWARE INFYMMATION IIU,U '� <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' e'1 ODOR CORNER GONSTR- OC110N IT XTl../L�L./lfill tO6Orc E fir - 50-100 DEADLOCK 37-368 BOTTOM HOLT .t 1 VI R1%L SMD RON INROINA AND ARE 1TIA9Wp M THE TM AND e0T1DW RA l9 wm i r 1MNRI FXTR10[D AUM,NUN 01NYN 1//h9° M r PAN NtAp WI+OI,N I<�aY6, ANO r TMLN STfEI. OIA'(aIM16pNNE�� . r MAYe09Rlq PmdM NwH 4 mNDAT11�16 tl�)NIIICC i 91101 K E. 6N A•wm. Mr0A1 rEa+rs. R 9a196 PNpy, IaOA SSTw006 rew eaos305,aex730,6PA'¢LT 6,f °�RM(000 .ANT IaMIDy. CmI16TA 66090 r^aE i� 4711.1'6w II 90-075 B0.7 GUIDE KAMNEER MOIR DOORS -IMPACT " q PtNO.ELD ANO A t -t IDNO IIOD Ar M)M NF+/Y Or RA,_ � PRODUCT M VAL UR NUS KAIMEER IR AWRS - IMPACT NS 1850 3 -PAINT ACTIVE TACK 9/l6• LAMINATED. GLAS,1 P S A 201/202/203 /ae 9200-NI0I C 1 aola31x3 11VJ30 vine Z Iaao-Ml�rwo S OF9 Dim HIAIR 3NYV! 11005 E IL AN oQ 0 84 L UMBER 1019 ROUTE 519 EIGHTY FOUR, PA 153 (724) 228-3636 ALTERNATE NO TRANSOM AND OR SIDELIIE a06DT E Two 761 K WATERS. ME CDMLTING SNGINMU 9201 KE 4,0, AIw , .-I EIer,A FL =L. IN— 01TO $7-1006 (200 73619117 FAS• 43RD 36E-6018 x PAT T. 07/06 T200-901 IelO..Ot-0Lpw °af 9 6 d.9 OFFSET PIVOTS BUTT HINGE 37-232 '�'°- STEEL ,10 ries-1149. TRIFAB FRAMING HINGE WITH HSS `"111 AD siaixLEss sraL Pln 106-007,1 EOB/aw/102 10d SID101w <HY MASER HINDE> OFFSET PHOT CAST ALU.INN 37 20/99/ '1 1Yd NODI 3A10V 1NI(W f DWI SIN 1310,1111 - S11pOG V102C a33NAVN '1VAONjdV ATTACHED TO FRAME WITH 1109 m KOC) .ted NIAtlW OIC( -Ke I L a Al@ -E4 X 9/r It IE -95e ROE) 900,-112) {SNIT) w•wN4 ICIte 1J 'F..4S Iw1N i6f¢-in (O") 31YMN Mox',sOrADN LI,1°l2mltNti9 'YON 1NON43MM V83NNVM 333 '9VAIM"W 31Y)lYd3S VON l'IVA NItl111Da ammo 332 WAOAMW 2110MV43S 1135411 VON JNDEJ3001S W3MVA 339 'WAOBddV 31Y8Vd38 WaM e! —1 w9 12. 1OE6 fIm11DN3 9111711100 3'd 'S10111 N '1111 9 YNlP-d ASO )GOND 3WaJ 1NOV330DIS 3HVW IM AIN TNA NIV1W0. ' 3NV111 OWN, a71214VJ 11313 RGd IOOIJ 31113®1 11011131X3 31113015 110 11000 9 aDlaalll3 -w3a erivr 9 a01a3ix3 11v130 eNVC f 1 "AddON1M1d0 :OOM 9/M 50-331 ➢N( 9HIN3d6 WOM CAST 0ULWIMIW INTERMEDIATE !Y ew (626-949). ,y- PIVOT SET , .. W wig .2/ .aC/E a I 50-821 " FM99F 5TEE1. Hat PLAlEO ATTACHED TDTa WTTN STEEL (a1ST41TEEL CONTINUOUS HINGE 60811-T6 ALUMINUM #W24 % 3/9'FIMS <68H-949. FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. C9N1'1MAWS H]NGE. i (i INOER/10Ta0. '' 8 CMID4 STEEL ZINC PLATED 1 q' S/9'FIMS cm -WO). g" v I Il 1 II LIQ 11L`tl a's <t0 TYPICAL. ASSEMBLY II ill 1 I l jl II 7 n 41%,11-410.n I II II iP II 11 o n. a/I 91 7Y 1 012-24,224 /116-1104 II 6NY w9-1 MOST .11/1-1 MOST 1-1 (431VTd aNI7j-7i11S NOEVYa) 11 9 �t f I ONV ON3 I I SdNld .,/S x aiY L I I, ENT 11VI-g1Yx�4OaJ .an LI D31V1d ]Nl l I�IOE'JWIli)II ii 50-327 LH 1- JNM arc • 511 t/d__ II II OJ1Hd .9/ N t/1_---- ATTACHED TO EEL11 WITH ZINC TIM' jI - -..- .103 9/Iv BOLT CUTOUT <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' AND<11GWNaF STEEL HSC IT XTl../L�L./lfill TYPICAL THRESHOLD MATED 1/4-20 a 1/r NMS <,ES 70M. �Me199MV. Lpryy.TING SNSINEM ProOut 93°1KL s m u BOLT CUTOUT ( ATTADIED TO FRAW KTOWNFN9N M X 119 M. G1XW4 WRT NIaAI S.e9.. R 1,126 1peaC. oaNal slMe NnA.• tao9 531-4006 N9A < M►69J3 (206) TOP•a1LT LAX < Tal•ISNTf20S a6e-OZ6E P cO6y. F DOD +IMIIm H O ® WITH (e)aRew PRODOCT APPR VAL A i PAr T. 05/OB/62 SIX& ZINC RATED X O WFNIOI KAMNEER MOIR DOORS -IMPACT " PERIMETER FASTENER - 91244 (Y8°" R i $ aoA131X3 S3'HLS ONB33N C 1 aola31x3 11VJ30 vine Z aaa31%3 TIY130 arwe 8 Dim HIAIR 3NYV! 11005 E WE MOIA 31003 .Y/ SWINUO NOW An 1 015 .OTO . i� X101, 3WMA A/ 941 .,/E I OTO 7 E jai 3AMOV 3ALLOVN11 of XJl 31110VN1 11 101111 aur d01 17)5 Nmv bLO-DS FC•7� 'AfYY rL. 4 ^ 9NIaVdS 0Nr SN]IlV]I!I]3df (Y 4 S S333N5 33S3 43N31SVJ a3L341a3d Sa7Fautld aVlltl. 3D11311t (, 1 C 813y15 338) .31121.3 V 18334 STAINLESS srEEL X 9116-M TYPICAL AS FMBLY OFFSET PIVOTS BUTT HINGE 37-232 '�'°- STEEL ,10 ries-1149. TRIFAB FRAMING HINGE WITH HSS `"111 AD siaixLEss sraL Pln SD -322 <HY MASER HINDE> OFFSET PHOT CAST ALU.INN 37 TDP PIVOT SET ATTACHED TO FRAME WITH (31CARIME STEM ZINC RATED FWLS (,89-1150). I L a Al@ -E4 X 9/r a� TO 0001 v[TH e! CIAIla1 STF1L ZINC PARTED 61 X 3/81fN18 1626 -SSM. . -. ATTACHED <2)UNDa< STEEL ZING PLATED S/16-16 % LS NMS yy 1 w 6 C Raf{� FPSTEIED TO HINT{ STILE AND TO 8 * 9/M 50-331 FRMIE Y[TH (" STAINLESS STEEL 61E-24 X 9/16'FHNS (120-049). , STAINLESS STEEL ,1"4 X 9/16•FNIS CAST 0ULWIMIW INTERMEDIATE !Y ew (626-949). ,y- PIVOT SET , .. W a I 50-821 " FM99F 5TEE1. Hat PLAlEO ATTACHED TDTa WTTN STEEL (a1ST41TEEL CONTINUOUS HINGE 60811-T6 ALUMINUM #W24 % 3/9'FIMS <68H-949. FIE -@4 K 9/6'iNE3 X Wt (6E6-8467. C9N1'1MAWS H]NGE. i (i INOER/10Ta0. '' 8 CMID4 STEEL ZINC PLATED 1 q' S/9'FIMS cm -WO). PASTEI[0 TO HINDE STILE AND TO PRATE WIT" (26) CARTER �R. STEM ZINC PLATED 612-24 X 1a/a2•FNTCS EACH Tw . ROWS OF p �t 1 1 O ® SCREYS 31M WART. <M AT )• FROM H0Tia4 <E) AT 8-9/l6' 33333TS <I) AT E-9/16'. <LW STAGGERED AT 5-7/9', <E) AT EN/Ic': 1.1 tj a's <t0 TYPICAL. ASSEMBLY ATTAd1E0 TO FRaxE WNH A�K i ° TRIFAB FRAMING BUTT HINGE 012-24,224 /116-1104 II QONT. HINGE SIMILAR 50-326 RH I } _ AIA II I 3 0r�1ri 50-327 LH _ CAROM STEEL ZINC PLATED }=�,I EAST KUIINUN TOP PIVOT SET _ ATTACHED TO EEL11 WITH ZINC TIM' jI - 11)CIIRHON T R O -IRA I/4 ->m x 876' NMS t,E6-799>, .103 9/Iv BOLT CUTOUT <U ALLY STEEL Z[NC RATED 1 1/4-"X3W SHCS 1,29-70 I' AND<11GWNaF STEEL HSC 'Rim VK N MAYfR3. KE TYPICAL THRESHOLD MATED 1/4-20 a 1/r NMS <,ES 70M. �Me199MV. Lpryy.TING SNSINEM ProOut 93°1KL s m u BOLT CUTOUT ( ATTADIED TO FRAW KTOWNFN9N M X 119 M. G1XW4 WRT NIaAI S.e9.. R 1,126 1peaC. oaNal slMe NnA.• tao9 531-4006 N9A < M►69J3 (206) TOP•a1LT LAX < Tal•ISNTf20S a6e-OZ6E P cO6y. F DOD +IMIIm H O ® WITH (e)aRew PRODOCT APPR VAL A i PAr T. 05/OB/62 SIX& ZINC RATED X O WFNIOI KAMNEER MOIR DOORS -IMPACT " PERIMETER FASTENER - 91244 (Y8°" HS 1850 3-P01NT ACTIVE LOCK 9/16' LAHINATEDi 9200-901 U5203 SEE SHEET 3 L 4 PROTDEOLS PA Ee�/99 Deg 9 of 9 REVISIONS ANR REV .dog^"' CITY OF SANFORD NEW FACILITY PROJECT INFORMATION SCALE: N.T.S. STOREFRONT ENTRANCE DOORS & WINDOWS J 0 B NO. 13—SAN PRODUCT APPROVALS & INSTALL DETAILS STORE NO. 13—SAN MELLONVILLE AVE. & CATAPULT RD. SHEET NO. A13 ° DESIGN BY: JZ 'f C CITY OF SANFORD DRAWN BY: RCN SEMINOLE COUNTY, FLORIDA DATE: 1 05 07 J mmmmmmmo esa non. Themodel.dass tWt{caofthe taittatb,tastid was"Ric:+sstim l''' : Y. l aterlal, Sterol, 0 gatty,e,•ihioknesr:; a s, ca c corndr at n pain : P :bed Mctnl ]Nall tats r... Tha., tncn5,toatod o ar sheer iW fisnaed u w n r hasmel 333?4 srtolxaa wsda M +► 1 tcro7ro .paquc.'steel, pro hung dnora in au btu sn' art panni Constr6ration Th41 ex#ep. :Jamba Hex -pop, 51 6418 x 2-112 Fnur bolts; centered v1-1f^� useh from oathpt► bite Dn 411. L 5tsl4r. Yana .. bolts:. in. L cornet then s aocd 24,mehas on center kDI3k'ttGildingPcoiiuctafairtcatctd'.tEleft'asmcapd,pat#ei:outsAfstcaL 'Th,D.doot�wlaranot Lazed: a' arsd 1 3r4imtltas.dccp:whllatho,inrol•,nrshaet taJDlttiat.35-314.+� ...... ., p ., 1.r. $ . . Th 6rmmm�kx6 t was 40tnclies wide by:'S,S lwchvsii h by G;itiches neap .j ba singia ei'Jueasufad 35= 4' indhc, w4da.with faldod sgamsat the stile 440, 7hotnicrsor inches h'b'2)nchesde .I' part 3?. uscltesaidmby.63 b1.$ '} ep. DL 9uilliittg:Product9 provided:faur spmckmens to:ETCLabaiittorima for lkstilgt. abeet,is'9p111tod to the extortor shoot to form a closed box .. Mullion hIA IrfA NIA ' bat -S . :;Tba rcatin '.iy sootson.:ted:cantimiouslya welded at the stile edge].. The Cop.anxl -ll $man g,,..aaar?idttotQii1u.accazdanocwithFlorid9BuUtlltrg,CockteatProtocols,far qty,: Type,;:. ratio .ioc4atian Fixed NA NIA MA bottom (Iftho:do6r.arc capped witb'a steel aharmol.that'iis sflo?' High V610c1ty Hutricatte zoites 715'201=94,:715 20L94'arid TAS 203-94 Without deviations wcir3nd in loom Panel Sulrisrraty"of'li'akl�• _ ' Place, Locks One YwEc73zutul 1)?4177;"w":'x8ln:ll. SeetrSedttts,mortisnin.:thrlock ---� • linrn£CtrC4}rrrent 3 l?4.1n 14 x ti in,:H x 10 $a80 sttcoJ plata 6ptrt wcldtxl:at: each T hizt�o focatigt1;:18, gage s4xtel lex of lock location ldod'at enc 8704.,itertci:" stile of the pan$], 42 m on ewtei AS 2U2 finecrmzn 1 7 morti4e look from thebititam'offt door 4S 201 SAS 203 to ANSUGIFli,A115:1.>�t3Usb dimcltsians e I Clips or Natlingiriu withdcadboit t7verallDesigll-PresaWe 2tY:p:f: 5 rcitnen2 P tare 111 ,pPcubic&iotpill}atyteriefoaztr �iatariallTy 81pa1suliynm4a: Dl u1 P., e5b P.wss-T)P75. Strike One Cnaabine., (1.IOO.in_W:x47,`S.fn,H, 5ccuredinamorti9m,m,thrrlanib: L+ir lisfihrntlua. Or26 " C The doors wore norgla .cd latch end x 1-5/4 in. D, c,anlered:42414 in. from threshoid A t4olm¢ss lb gquga sctt»klt'. Specimen Pass Piiae-DP7"�, kiecd hell DuuenstonaJ83r9pc.' 8 1I2 in x 2, in: U channel Assgtnblje ISixail 19tH dear jambs are b9h,cd w the 1 jambs a1s itotod' bRt p and'. WaterRcsistatrce 3 O.psf' Specimen 4 Pass Pass - DP75 strike " rho sub attit5 'are las cuedso'thc'. ' Ck at thc.to and bo[t° A fo-imum Structural Prcagurm 105 11• sf" Hinges Thrso Fall'mottisa 4-112 in, Co6toredat9.518, 41 'A and'73- :' J a 1 1• ' p on►: p va ng dire �b in, x trZ w [qug 198 bolts Ilia tlapsiseta nen. 172 `inches.fmmihethrash6ld: rite nits jmnbs a ni dr"do boartls:Rib m brit k.tvdam,t g+leteil I r l with ilii inch itiiak p�ywaiaci fu's't{rirmtt wrth:Ytf Q x 1 'in'. abeet i Q!ty.. Typo Size Caaplioo mtititscrmtvs Dn 1.81 ch ocatcrr., f Fromm W4 NPA IIIA NIA ' Pt1na1NIA N?A :NIA NIA ti "''.��+... ;°. .. .,,may •.�, � '"=:�s /� ,y ✓. , �y ' "tib' Ns1�sda?.,,- '� AovredttrrritJ'rry Ri4wfidttirurs f - B:, ,. ►y AAVA-1CD-W-AT)W-SIOM'A-.V4117 7JIyAeCo><nq-T?71' weadelt HP:13 158` LabIItwraviesandCl(i?Ozr,tnA'e.Fe+k .,I on, - Wcggq`%7natyfP I _ NIYI,Yi Ka,: uxwlU iwtw'ari, !nevi kn. of shirr _:-.. ]'a*,.• :l3atBh .q.X'"' „ , a ctwvlL,xhvmginRvl uunwnmpuru.i0rirroitm runntc„3rnnit pxirodaC::uualn. I : ( R7'C p,7-ts'78-12749.t1.dac. _ 'b2'f d2-&78.1#149"4.er1s!q _ �17!'C.�D2.89-77744'AdaV R'� 02-RF8-72749.'Oldac _ RTC-02-S79�TI949:Oldoa Pries S of 10 = Il'tilTO Po,Er or. 8 prlQ 8pgtir 9 tt]'70 U ' a Air lk .. zTes sent'] : imanct I:iz isi,nidi `1. "e Loa T' s: adiplt Gig fAu .... ... .. r•--. .... 3° �};mLu 1tt'tr 1r'PlY�altde I:n n' i„+`,pl%rtiF' tWtlO'Air.Presaura•Reata•;, MoaKimumD.9A9ntionand'Pixsnantvlt Seta .:blotes. All'lt rmopacilorm were of'ldnrrdDal:catsslrur^tian.. Makimuut DoAcW,.an'and Permanent. Sok to. al en (.air; iilm xcork".1 2 1 ua r ra u s W n t nkp a. a i1 a Iiates..Asi e.slt ; t. anli.iastsc. tlmw9susad .Se 3h9. eCim gm.Tkte ... 3 nnnal a1was tthcaftb door c A 4ahmotol ,.rriii Ws..,. 1, t�As..sedtaseal.the, ,ncmcri 1 s.. 1Eu, Th .fm s In.aLc tmum.daklcat"'u:aird cntrartaetsatsraata4fcnnatccatarofnc�'door far au' %last and a tlstrel 6 4riuvmd a ft loadx and at the top and p. ; .. , ... F a8, . 1, a i9k9, tripx, 1p . panel, ,lrnvard., 1.W da ,.. � ..,..�. R. ,Z• . ,,. P. .. � .. , .,,, , : .., sP . ?��§ , ... ,... ,... ... hilDciullsin dcllcaticwsrtd P ... u ... , wloen a .�$�-..u$....., P. . trtxiliithrrrarl• lase.aldsafnxtlamutcruliovarihefneerftha.. eDiRaen.:It.12.thm unot�Otetesl ., batgom'achve:nmulr.foreutward; In tmads,asstiRvm'tnthefnlllswi dia'ra1a.. a hcdw7thanan.lonefoklso#'.cxralnattari4tl:riucrthefacaufthe� rt boo fthetest at e1" aiAlwaComerfor"otitweri9:ectut 1DAdaessGaiynprlsatatawi 4d" rairi; cn8kaccr:xtgncd licloyt:tbattiro itUmdid agt iniluenc a ttte•rasuttasof thaNtst " AP.. .. y ppnac... P tit aP B rl cugltiatmsi8iied 6dow tltst;.tiic film di,� trot rttftucnc6 tbe,tosiilfs nf:tha:f�t, . The specimen was subjected to tuilfdtm statin air pmss4are loads oEtlto'satam sequences, duration and_It Aii':tbrem specii ars, were subjected to,precsure,cycies or rile same sequences, duration and:peessure pressure.dil3br>�ntials'stated halo'.iu the Tnbulation'of'PressureDif%renes 0 0 Af�rentiatssu4 gd balow,rk Ale;Tabulation of pressure 01ill!'ar+anpeo The maximum inwarti rind out w6rd'acdng pre3sunos exerted on:thcspecimen was equ[valont. to 1.3- ' 11te'maximum,.inwatd auci'auiwatd $c#ing:ptrzt$ures t'excttet oi the apcciaons vero agtivaltmt tq 1.3 tatt3atbw3ttTabulaotofseeDfeiscs: ' vr times the designpressnstated belowlathoTabulatleuoOiessumbiffersnces. times the ommiww; "MP 44 The maxinkual de114scti i t sod' ermaboat set mate''recorded using a dull indicator and steel bar with end n zing P. ..:.. ,, g .Lock side The maximum cipthxltioai olid a.stde peimiul¢t?t s4ptwaro.rvco7tkid using a strait e,$11n pini sinal actllb anti pins sa lbattho dbpection$tlitecanter' n6any ypvem alma rriative its ends could be eIetermrned. tock tette repiascra the defitxitlan iaiuicrewd during this aeia.uyaalaat, 'maximum pnesstrne;dtifererrtisl atter the. . 5pmcimen2 speciutan3 Specimen4 diOfEct'anac botwecn'incaeurcmcAts iakaii before. clip and>4. cr , alt TaliulationofllrassucaLlition�ltccs:, cl P. CY g a8 res cctivcly, _ . ., '. grntardelteen4a¢»]utniGsl4raaua,fualuu:cit antpa.5ea0nua ...., .. .. ,. .,.... - :inrorduiinuipe;pp.4 xrmekx4rmnnrltfirrrrmnnl nr6n9.e)+eles �Ueef Pres3 rc=-TQ : Nates:. AilOutoo 8ptcirricowvrore.ofrd Etcci'canattucttop. 7abrt[atianglPrmsauraDiffcratcea: L=11 pirces11Te Dtrectf ,ol' "r6,at Fie Results ef•Testiug: The circles on theA grams'above indicate. the impact locations for that "specimen Inwa d.Actius C ycies, Inward Acting'.C.yclms hattloof fest, Iihfiercfiial } 1]tiratittri;(soc);tgaudtG . �114a Foroa PD.ssurd'' - Sprcimems'2 grid 3,were hinges rni:thc7eR side, apceimCRis %t ivrls hirigedooi fhe;tiglit Desi Preaatm'e - �'5 sf 6 .Sp9pirurikl - • Specimen.. Maxirnurn: P.ermazent Airinfiltrataon'1est; 1:ST 1►osidvc NIA ?AT&Xmeasurementstated'bclowlatakenfromtheiof3edgeofr'thefmate. (Nttn?bnr Prts>tsurn rif rias: lrsqu�dsey Number Dcileciinu Sat J - UM'*rmStadc,Air;Presairralest'-ASfTvL7 30 of los 5/,of17P''"s sf %'ofbl' sf' cyclermi L,'nt£irein Stgfio Air P9* .. e , i. a; _,. 523. Posttl�re' TS 30 15a5igpLcad.: The'Y-itteogtuemdtlus►rucd6klovl;ia,lakKafmm't8etap'prlgp+iCthepolsel. a 800 O;U 0.0 50 37.3 ?l ( ,, 2 ." Is 0 wl x atirl:,icatlaad.. , _ 1 718 µ 0 Poauae Load 70,t7psf (t00 Yn x DP) A1A. NIA at The l e tuissllo used was<a.ptvx,F of#2 aouthm%yollovV pine 2 x d dbuonslcual huubcr approxitnatcly 70 4.0 O:b GO'_ �'45:U - � 29'� /,1 0 E• L`riiformStetioAicPstsisure 7U Positive f0U 3U w.,, 15iegative I:oad-70.0psf(100P�ixDP) ivlA 11171 1.;, B :, 4 & ng Pibs '' 1 O.0 0.0 130 97.5 Z3 a' Testat,.Desi Laail 04.25:incltcato and3laigbing, . bullTcat Ltiail: Lw-forrm 5igtia r1it.Pressure 52.5 Nngativc 7S 30 s Pasttivro•Lpad-106:0 paf.(15* x DP) . 4,022 in. 0;143 in;. y S eeimon 2 y,' �Outwai;d-Acting Cycles( mw�T to 14 Tot: :negative'Load-.i'05.O.psf(150%xDP)' 0.033.411. 086 in. Missile Speed X-Mearife tmn# 1':Measurentatt � Shttward:; ' 17ttilarmSta[icAiDPitisaurg ¢mptWt'1,cc9ttIon _3n _ Dari Pra9aure YO f 1 7U Negative Uvc 140 30 ilJaeu an: Co.)r Lcsatl, g The aprtr,inicn remaindd:bloaed:Andlooked t}iro4buut the test and nu domaga to the hardware wasNumber 1 mssuiu _ of Cjroleo _ Fr Ci(uoncy: TastatDcl.1 - __ �i�• absariad owerrl tonin StPa'' 28-112 74' - _ Splaattme4l M9xirauln• `Ppntlmnent Water 1lesistWnceTest 3:0 positive 15 940 (15 min) of es R °%'ofDR' II oaf '96 nfDF -._s -_ ( ettxrmiu r 1 010 0: no 97:5 21' CoAtike 30'.T'" 17 37 s Nulilhor . :Deficoticar Sat t nifortri Sftaric AirPrrsrilrc i 1.0.5 Pasiove 150 30 I T1W spcclmonromalned lu prone throughout the to5t and no damage to the fastatar3 was observed: 2 9118 ;G 'restatfull Load' No: oiiithe'ecimruarraub3erved,that'wnld,bbindicative,ofipci iron failure; q me en2 70 0 0.0 40 37.5 32 ohr11t8 iP P _ _ _.. __. Q ldnifarmStatic AirPrasaure i Misallm.spced XMeastu mmut YMeasiyement' 600 0'.0 0:0 50 39.5 - 3fr 3 388 Teat at lrtdl Tcst:Load 105 Naptive 130 3q lmpactl ovation e hlsec in. ` n. '4 11J1G 'I/1G 4r kgit7i iibi[614t i tsWcr right ht cnrner 49.6 3Q' 76.112 Rcsultm of T sting; Reauls3of7'txtinge b�s.reciincnsrenained'closedanaloekad'thrnu out•thetestandnodamp ot6thehasdwartfwas ins 12caultF AIL, nnrod nie:speramen was subject to a 300 lbs. concentrated load acting Inward at the midpoint of cho door' and acting Canter of"ane! 49:5 22 39-112 l 8h 11. It®sults of lest . ' ob6.crvcd. Specimen i <iutacard "at.u.poiat uitliiti 6 inches aftboe lack, bath; for a tituo parted of3U seconds. Specimen 4 -. Thw:e specimens average recovery over maximum deflection was. 9b°In. The ciltiensseinaiired"tit' amtl wutthetestaudnodama'4'#a'tltmsteners:wasob6ervedl 4.26 sc Y1.' 0,3 sclin?ll klis6lio Speed X:Mcssuroutcat Y Mcasurmomt Pm u17uPj g'. - No change in the specimen was observed that could.bo indicative of incipient failure; A1rTnftltrantmTpst-ASTML283. ling Jm srvt:L,ocavion Results ofTesting> P „ ii'sec ., in: 111: ,. ,. ,: :....:. ,..; After tetstiitg, tlo3ao Af ttle5pecttntn3 exhth1tc41tu1Y tlratwka or WAPUttma, Vlrstar itmslstatwe T4xst - ASiM,t331 _ Wit LUwerri tiioinar 49:7 29 74=112 13athspeclmmnswere operable :after tlrerealmgwas complete. iVithScsmen hiA l�aLaaltagc - Thetpecimearemaittedclosed and.lockodrhwv&utthetestandnaciamage.W'thc.hardvcaruwas Ceutcrof enol 50:I 22 40 Ntthout$cralrn P9ss,. 'hoIcakagc: obianed. , Water e: was, imenaridmaintainedarWatio'fSuatlmar~peG:honrperquarte Resultsaflcst: qv4y °iFlei 'fhb amen 6ueccasfull Ct1m letnd:i�ll testing as mawihr5dby Tc&i Piil3ttpogl TAS 202-94 artd'tbm; Y P .: In sails: d not eneasa#e the ally 'f m's eCun" dtiriti'� an of•thm into s � folato8 llncn.atc9 for rho duratdo11-of tha'1�atcr.Raei619pQe Test. Arg+wiasa to 13�e"S b :. The rat di P y 0 lit, p b y ... pact . d.380CiaL9d,1jUCntlb+itlalFCd:Q41C8tiinl$:@r)d:al:l¢A80t tlIt7 F1n1'ldd i;}ttAdCat:SLtCStfr� : RevieW'af;l3ilt.D�r;4fatmri816 ^i�DL'1?,:]-.G' ' noahrrrod''dur' a'a ressut c f 1?. 's£ 'A111caks rcmaincd od and the specimens "rnroalned closed; - Nawat'9rinfiluatlfsr'peattAe,nneritlostpl9ano#,ihlrtescspettsme tug.Gba 11.. ter P..,. o Tia ,p ,,. cn8o1S. ap ,t rq Tm G •. `, Lies . lanae . s1., The ecimen wag a Crdblm C. tPaS C retro The aotmmns recnarnad w' )ace drrau 1 ap. p ii[lmr rh, tmstiltg oxitp.. sp p gltott. tire.tosta aud:no, dlttnagc.tD lifi7, eta wP.s ab rtdved, Rmrtn w �f 4asembty. anti betaii DT63iigs -PAL Stov1 I7o or Ago" i3s a[i 5jiect l 8t x ;.r, .. , ::. •.; . ,; „ + a; s - ..- •- , r P t. arur n r rs roducriirnwf �- aB not' >, �. ..,�. �� ,: �'` . Y�,�:: �:.• . •, : „` ' ... r,�. ti ,,.� ..;. 1lYtfs aSpearr; for rs'artg not f .. c n at, p 61gx ild'erf Efalt�r�af:Kx Jl/widdlH]({i ll 6nuy;P: lvorAo t{."1.415 # .'lSlt `_ .; Yt�au1a11.'t1 33&:� Weui(¢Il 3 trate t- 627 s llE?a :C .: ? PAM .' lP'17rtB' , .. .. lhall3?8'Yr."it dLeijj ' OlfO .mif?.g-arll%j 4edf by:t ke.-dear,Nj,[l-'d' �..110lnpOn and re{frCSeamttYE, '. Winds' sett 1.4. i'r4 ssure Daglgn Pressur0to Test Pressure - (`ary, ruru4aRirK?;r.ndprgtol+a; '97 Nunn east ,.; _ E%,C-0?.BiTc/2,749 d.:(ipr a Y :PAO f 0 _. kEC-0?r87813y45'O algc UC -62 C 02.8781,2748 lkdnc N 1 .146. 44Q ,'0Jit,j10' o . _ :1'bese too resultx +vera abtoinai by ctppJoying 611 regld=munts ofthe designated test methods with no: deviations. l'hc.test 6 Pegs i oj1 f 0 ra�c sa " 47 `"^ �:l''ry • 4 L�Urc�'t0�`1>eS el t6N$ i6 Gu3 r4Y• l5x4 , 3 ?: rl hnpr'hxnq.clClntw.aim 02M seri}�s/Mi -Pre-Assembled lvtetal^Wall Door malts .and mpceiotiRtsupplied ;for :ttscfingact iliaompOsdi:0,40the'Defuaacsd.apC01f4Catfailtlt 16 0;2,6.0 0.098 9.,'0.71, 0.23.6,'. P,6dd .. ,. !1•FCiimn..ring (Ip'1TD}OurStandaMs,AndMire towi+tiruGIM M11 •I.N. ��pottNltaiber'L71G03828129A9:Q' 1&l 11�3tEk`T181;C1�SrlWctifrYNticeit• . ... . - , Sttesssthmattrinnsnse.. O:rw2.. Oi1tY3, '2 O.O9M1' lailant:. .6;0Sa 3110 6:376:, Lnl:spoa T"Oag LA07acr7 '4K33lrke Lid.Ahii, W 4cklitYe,.011440a3.2301' Test Start Datc:,019?03,. fegtfiwahl}atefb7JlB.kl3 -Tire test results are giocfftc totImprgduct tested by this' laboratory and of the sample suppticd by die eJacat hamcd liracin, :2b O.SA:B' iVtltnber Typ'c' 5.lzer Location IVlpttil 'etlVamc' Siliepttim` Z.04,and 17 lx:y'9=01 $#, idAS 1 ax:'(44a, SAt 3¢34 :Repatt:Date.,09J25?4�,;. T�ipiitttiqu Ddte 0q?l. M? 1Vidt1] '['t jimt:;lbe ?ktC.tertWl 40 In.wide x 861. NO x 5-718 in, deep. 1d g8gC'DuECCI.. 1^raD1P; 'S 0.560 .. IA'•44 Prnd Mon. n�19, Q{u cd' 13P4Q0 'nifarm taticAi -Pt re I 11in C�' `4� Ilaidp:CouittyNati�ioatilln?1RhrbCi;'NTCO3U09' Snellen l?oublarabbDt'with "Enos Dead One Ftsallt;wsil , 0.4,3irttiV:x037,5In:li. InteriarWt i' aP Avai 1m C01tirs ,.; :. Wiiltt; biro 'brio clatii: 15, .: , .. Wind 1'tE5 ore Ir g 35 3!056. corner'Coustrtict' Butted. I.W. 2.-<60 4ulbgdal; "22.592 4:320' ltrmdered 9'a: 3.904 0.707 CutYler'Past To comers th magh bolted with two:% -20 x 1 in. bolls 5111 r�tme sb,wo 5:760 - $ *�1,. Iy�oact> f ia.pmvtdaiiwiihtiri piadttcti . , 14.ts 43 `5,064 t,.070 2S' ,Qorncr Sealing Stbcon; caulk 02." 37.04 -7:206. atf[a diations, Thn.progl6mt adminifitrat6r of thesbpregrams and organizations moy only vett product ottlMoatiom, * 6Rd0 PDL,B4dingPriSdur,tS 30 [linat.Stai Mr P osjloi, impgct Rfid Claddlag None Jambi One.. Fdaru*all bulb nest .0.473.int.Wrx0:373in:1f; lnwi'ior'stops"" It7ihfannDtmm�ta Noire: 1;450 31393' Tndtisfz;fll P arkwaY Worth Qlrxleteil, plj 44U70 MO.. , f7`4iltm Wtritt;Ptr�surcToadi T'estltD .1.E �" auu%rcomaut 1 114:iti W x 8 irs ,H z 10. gage 3taRl plan: spot welded at cash hingelacatidut lb gage .steel 'box :at:lockslrib4'locatltut 13.c60' ()no Selludli ii 1330474, V1r x,0,:15 oi11. ti. 00 5r; lilt idll 5li: 1.725: 2.025 44' 45 7:660 5.890 8.75: 1.s:.. 41Lo.iod Threshold. 3JS iit5lt high, ADA oa.. pliant tbtrahold ai ei traded ltelllx+y'bulb 75 -76: !2';2x0 crewA Math'od'bfAttaahmcnls, 3D 9.BQ �l1 1,440 Pi1X 1#ttllditjg PteduMs. 12.060. ' i�4,400 elumirtum, atgpad to t3tbcdwmeq'jlunbsandneared inplacsad AperablePaitel • +4.040 Za03 56 Itsel 9:260 Pre-AsseutlitedMetal "Wsi111innr smo0' '313431ndiutiiat Pprlcway' �llth iiioorro'. Trip; Rall 60 :,16.,074 3:007:. _ 09 TYP a Size Spacing, p b 1.728: tie 300' 17:280; North Ohnatod, OH, 44070 • - - "A"'inA3Tlt4&S30wasu6od"forthis.teat, '' AS ;]?roue 3,dP.3. 85 1.2.404 $,Z60. 1:672 97.500' "rt Numb r >�RD l 13'Fatselt 23. z.2.1a 0.Ba2 70. AU 0 ":t0.50C 7hresitold, h:/A.: ?OA f,50 fastecers an live, durshold: 20,16".: . JIC•03.878.�12749:4 scries?i1Eoilel Prc-f+�6sanblat:lvletnl:.W'a11:I7oor Dayligbtt711cning. V1A. Bonnm'Rati:: M4 Finsen) D.200:in, W xt1,20UinH„ Hottom'edge . 5 IL.ao 120.104 :r'Tkiytie '• arty: a i use:is a4rictly prchihited: 1ite.rep6rt; lette[8 and the rkarae of MC Laboratoriem, Its seal or mark shall not bb used • 105• Depth 1Vidttl.`Ho9glSt; ep 35 3/4in,W x S3 llg.[H f3: x 1.3143n, D. :. •3,320 12,753 2.448. 127.600 H' beef oral', 4 S ti ar!, #'Ox1._lr2t I r.. 1 1 n„ sonar f Reaste, ed tldte ane aea..iiorii ., .. is anyclrcumslancatp tin Bemmtat public or is uny advertising: : 147 -15 ;S en`Ideatifcatiesi8y D.., � 1.t , . ` ?4:'7.230 Right"Stile None 2:592 13S,3o0.. a " .al. otciv „ h' .and "tine id " t '....: esa non. Themodel.dass tWt{caofthe taittatb,tastid was"Ric:+sstim l''' : Y. l aterlal, Sterol, 0 gatty,e,•ihioknesr:; a s, ca c corndr at n pain : P :bed Mctnl ]Nall tats r... Tha., tncn5,toatod o ar sheer iW fisnaed u w n r hasmel 333?4 srtolxaa wsda M +► 1 tcro7ro .paquc.'steel, pro hung dnora in au btu sn' art panni Constr6ration Th41 ex#ep. :Jamba Hex -pop, 51 6418 x 2-112 Fnur bolts; centered v1-1f^� useh from oathpt► bite Dn 411. L 5tsl4r. Yana .. bolts:. in. L cornet then s aocd 24,mehas on center kDI3k'ttGildingPcoiiuctafairtcatctd'.tEleft'asmcapd,pat#ei:outsAfstcaL 'Th,D.doot�wlaranot Lazed: a' arsd 1 3r4imtltas.dccp:whllatho,inrol•,nrshaet taJDlttiat.35-314.+� ...... ., p ., 1.r. $ . . Th 6rmmm�kx6 t was 40tnclies wide by:'S,S lwchvsii h by G;itiches neap .j ba singia ei'Jueasufad 35= 4' indhc, w4da.with faldod sgamsat the stile 440, 7hotnicrsor inches h'b'2)nchesde .I' part 3?. uscltesaidmby.63 b1.$ '} ep. DL 9uilliittg:Product9 provided:faur spmckmens to:ETCLabaiittorima for lkstilgt. abeet,is'9p111tod to the extortor shoot to form a closed box .. Mullion hIA IrfA NIA ' bat -S . :;Tba rcatin '.iy sootson.:ted:cantimiouslya welded at the stile edge].. The Cop.anxl -ll $man g,,..aaar?idttotQii1u.accazdanocwithFlorid9BuUtlltrg,CockteatProtocols,far qty,: Type,;:. ratio .ioc4atian Fixed NA NIA MA bottom (Iftho:do6r.arc capped witb'a steel aharmol.that'iis sflo?' High V610c1ty Hutricatte zoites 715'201=94,:715 20L94'arid TAS 203-94 Without deviations wcir3nd in loom Panel Sulrisrraty"of'li'akl�• _ ' Place, Locks One YwEc73zutul 1)?4177;"w":'x8ln:ll. SeetrSedttts,mortisnin.:thrlock ---� • linrn£CtrC4}rrrent 3 l?4.1n 14 x ti in,:H x 10 $a80 sttcoJ plata 6ptrt wcldtxl:at: each T hizt�o focatigt1;:18, gage s4xtel lex of lock location ldod'at enc 8704.,itertci:" stile of the pan$], 42 m on ewtei AS 2U2 finecrmzn 1 7 morti4e look from thebititam'offt door 4S 201 SAS 203 to ANSUGIFli,A115:1.>�t3Usb dimcltsians e I Clips or Natlingiriu withdcadboit t7verallDesigll-PresaWe 2tY:p:f: 5 rcitnen2 P tare 111 ,pPcubic&iotpill}atyteriefoaztr �iatariallTy 81pa1suliynm4a: Dl u1 P., e5b P.wss-T)P75. Strike One Cnaabine., (1.IOO.in_W:x47,`S.fn,H, 5ccuredinamorti9m,m,thrrlanib: L+ir lisfihrntlua. Or26 " C The doors wore norgla .cd latch end x 1-5/4 in. D, c,anlered:42414 in. from threshoid A t4olm¢ss lb gquga sctt»klt'. Specimen Pass Piiae-DP7"�, kiecd hell DuuenstonaJ83r9pc.' 8 1I2 in x 2, in: U channel Assgtnblje ISixail 19tH dear jambs are b9h,cd w the 1 jambs a1s itotod' bRt p and'. WaterRcsistatrce 3 O.psf' Specimen 4 Pass Pass - DP75 strike " rho sub attit5 'are las cuedso'thc'. ' Ck at thc.to and bo[t° A fo-imum Structural Prcagurm 105 11• sf" Hinges Thrso Fall'mottisa 4-112 in, Co6toredat9.518, 41 'A and'73- :' J a 1 1• ' p on►: p va ng dire �b in, x trZ w [qug 198 bolts Ilia tlapsiseta nen. 172 `inches.fmmihethrash6ld: rite nits jmnbs a ni dr"do boartls:Rib m brit k.tvdam,t g+leteil I r l with ilii inch itiiak p�ywaiaci fu's't{rirmtt wrth:Ytf Q x 1 'in'. abeet i Q!ty.. Typo Size Caaplioo mtititscrmtvs Dn 1.81 ch ocatcrr., f Fromm W4 NPA IIIA NIA ' Pt1na1NIA N?A :NIA NIA ti "''.��+... ;°. .. .,,may •.�, � '"=:�s /� ,y ✓. , �y ' "tib' Ns1�sda?.,,- '� AovredttrrritJ'rry Ri4wfidttirurs f - B:, ,. ►y AAVA-1CD-W-AT)W-SIOM'A-.V4117 7JIyAeCo><nq-T?71' weadelt HP:13 158` LabIItwraviesandCl(i?Ozr,tnA'e.Fe+k .,I on, - Wcggq`%7natyfP I _ NIYI,Yi Ka,: uxwlU iwtw'ari, !nevi kn. of shirr _:-.. ]'a*,.• :l3atBh .q.X'"' „ , a ctwvlL,xhvmginRvl uunwnmpuru.i0rirroitm runntc„3rnnit pxirodaC::uualn. I : ( R7'C p,7-ts'78-12749.t1.dac. _ 'b2'f d2-&78.1#149"4.er1s!q _ �17!'C.�D2.89-77744'AdaV R'� 02-RF8-72749.'Oldac _ RTC-02-S79�TI949:Oldoa Pries S of 10 = Il'tilTO Po,Er or. 8 prlQ 8pgtir 9 tt]'70 U ' a Air lk .. zTes sent'] : imanct I:iz isi,nidi `1. "e Loa T' s: adiplt Gig fAu .... ... .. r•--. .... 3° �};mLu 1tt'tr 1r'PlY�altde I:n n' i„+`,pl%rtiF' tWtlO'Air.Presaura•Reata•;, MoaKimumD.9A9ntionand'Pixsnantvlt Seta .:blotes. All'lt rmopacilorm were of'ldnrrdDal:catsslrur^tian.. Makimuut DoAcW,.an'and Permanent. Sok to. al en (.air; iilm xcork".1 2 1 ua r ra u s W n t nkp a. a i1 a Iiates..Asi e.slt ; t. anli.iastsc. tlmw9susad .Se 3h9. eCim gm.Tkte ... 3 nnnal a1was tthcaftb door c A 4ahmotol ,.rriii Ws..,. 1, t�As..sedtaseal.the, ,ncmcri 1 s.. 1Eu, Th .fm s In.aLc tmum.daklcat"'u:aird cntrartaetsatsraata4fcnnatccatarofnc�'door far au' %last and a tlstrel 6 4riuvmd a ft loadx and at the top and p. ; .. , ... F a8, . 1, a i9k9, tripx, 1p . panel, ,lrnvard., 1.W da ,.. � ..,..�. R. ,Z• . ,,. P. .. � .. , .,,, , : .., sP . ?��§ , ... ,... ,... ... hilDciullsin dcllcaticwsrtd P ... u ... , wloen a .�$�-..u$....., P. . trtxiliithrrrarl• lase.aldsafnxtlamutcruliovarihefneerftha.. eDiRaen.:It.12.thm unot�Otetesl ., batgom'achve:nmulr.foreutward; In tmads,asstiRvm'tnthefnlllswi dia'ra1a.. a hcdw7thanan.lonefoklso#'.cxralnattari4tl:riucrthefacaufthe� rt boo fthetest at e1" aiAlwaComerfor"otitweri9:ectut 1DAdaessGaiynprlsatatawi 4d" rairi; cn8kaccr:xtgncd licloyt:tbattiro itUmdid agt iniluenc a ttte•rasuttasof thaNtst " AP.. .. y ppnac... P tit aP B rl cugltiatmsi8iied 6dow tltst;.tiic film di,� trot rttftucnc6 tbe,tosiilfs nf:tha:f�t, . The specimen was subjected to tuilfdtm statin air pmss4are loads oEtlto'satam sequences, duration and_It Aii':tbrem specii ars, were subjected to,precsure,cycies or rile same sequences, duration and:peessure pressure.dil3br>�ntials'stated halo'.iu the Tnbulation'of'PressureDif%renes 0 0 Af�rentiatssu4 gd balow,rk Ale;Tabulation of pressure 01ill!'ar+anpeo The maximum inwarti rind out w6rd'acdng pre3sunos exerted on:thcspecimen was equ[valont. to 1.3- ' 11te'maximum,.inwatd auci'auiwatd $c#ing:ptrzt$ures t'excttet oi the apcciaons vero agtivaltmt tq 1.3 tatt3atbw3ttTabulaotofseeDfeiscs: ' vr times the designpressnstated belowlathoTabulatleuoOiessumbiffersnces. times the ommiww; "MP 44 The maxinkual de114scti i t sod' ermaboat set mate''recorded using a dull indicator and steel bar with end n zing P. ..:.. ,, g .Lock side The maximum cipthxltioai olid a.stde peimiul¢t?t s4ptwaro.rvco7tkid using a strait e,$11n pini sinal actllb anti pins sa lbattho dbpection$tlitecanter' n6any ypvem alma rriative its ends could be eIetermrned. tock tette repiascra the defitxitlan iaiuicrewd during this aeia.uyaalaat, 'maximum pnesstrne;dtifererrtisl atter the. . 5pmcimen2 speciutan3 Specimen4 diOfEct'anac botwecn'incaeurcmcAts iakaii before. clip and>4. cr , alt TaliulationofllrassucaLlition�ltccs:, cl P. CY g a8 res cctivcly, _ . ., '. grntardelteen4a¢»]utniGsl4raaua,fualuu:cit antpa.5ea0nua ...., .. .. ,. .,.... - :inrorduiinuipe;pp.4 xrmekx4rmnnrltfirrrrmnnl nr6n9.e)+eles �Ueef Pres3 rc=-TQ : Nates:. AilOutoo 8ptcirricowvrore.ofrd Etcci'canattucttop. 7abrt[atianglPrmsauraDiffcratcea: L=11 pirces11Te Dtrectf ,ol' "r6,at Fie Results ef•Testiug: The circles on theA grams'above indicate. the impact locations for that "specimen Inwa d.Actius C ycies, Inward Acting'.C.yclms hattloof fest, Iihfiercfiial } 1]tiratittri;(soc);tgaudtG . �114a Foroa PD.ssurd'' - Sprcimems'2 grid 3,were hinges rni:thc7eR side, apceimCRis %t ivrls hirigedooi fhe;tiglit Desi Preaatm'e - �'5 sf 6 .Sp9pirurikl - • Specimen.. Maxirnurn: P.ermazent Airinfiltrataon'1est; 1:ST 1►osidvc NIA ?AT&Xmeasurementstated'bclowlatakenfromtheiof3edgeofr'thefmate. (Nttn?bnr Prts>tsurn rif rias: lrsqu�dsey Number Dcileciinu Sat J - UM'*rmStadc,Air;Presairralest'-ASfTvL7 30 of los 5/,of17P''"s sf %'ofbl' sf' cyclermi L,'nt£irein Stgfio Air P9* .. e , i. a; _,. 523. Posttl�re' TS 30 15a5igpLcad.: The'Y-itteogtuemdtlus►rucd6klovl;ia,lakKafmm't8etap'prlgp+iCthepolsel. a 800 O;U 0.0 50 37.3 ?l ( ,, 2 ." Is 0 wl x atirl:,icatlaad.. , _ 1 718 µ 0 Poauae Load 70,t7psf (t00 Yn x DP) A1A. NIA at The l e tuissllo used was<a.ptvx,F of#2 aouthm%yollovV pine 2 x d dbuonslcual huubcr approxitnatcly 70 4.0 O:b GO'_ �'45:U - � 29'� /,1 0 E• L`riiformStetioAicPstsisure 7U Positive f0U 3U w.,, 15iegative I:oad-70.0psf(100P�ixDP) ivlA 11171 1.;, B :, 4 & ng Pibs '' 1 O.0 0.0 130 97.5 Z3 a' Testat,.Desi Laail 04.25:incltcato and3laigbing, . bullTcat Ltiail: Lw-forrm 5igtia r1it.Pressure 52.5 Nngativc 7S 30 s Pasttivro•Lpad-106:0 paf.(15* x DP) . 4,022 in. 0;143 in;. y S eeimon 2 y,' �Outwai;d-Acting Cycles( mw�T to 14 Tot: :negative'Load-.i'05.O.psf(150%xDP)' 0.033.411. 086 in. Missile Speed X-Mearife tmn# 1':Measurentatt � Shttward:; ' 17ttilarmSta[icAiDPitisaurg ¢mptWt'1,cc9ttIon _3n _ Dari Pra9aure YO f 1 7U Negative Uvc 140 30 ilJaeu an: Co.)r Lcsatl, g The aprtr,inicn remaindd:bloaed:Andlooked t}iro4buut the test and nu domaga to the hardware wasNumber 1 mssuiu _ of Cjroleo _ Fr Ci(uoncy: TastatDcl.1 - __ �i�• absariad owerrl tonin StPa'' 28-112 74' - _ Splaattme4l M9xirauln• `Ppntlmnent Water 1lesistWnceTest 3:0 positive 15 940 (15 min) of es R °%'ofDR' II oaf '96 nfDF -._s -_ ( ettxrmiu r 1 010 0: no 97:5 21' CoAtike 30'.T'" 17 37 s Nulilhor . :Deficoticar Sat t nifortri Sftaric AirPrrsrilrc i 1.0.5 Pasiove 150 30 I T1W spcclmonromalned lu prone throughout the to5t and no damage to the fastatar3 was observed: 2 9118 ;G 'restatfull Load' No: oiiithe'ecimruarraub3erved,that'wnld,bbindicative,ofipci iron failure; q me en2 70 0 0.0 40 37.5 32 ohr11t8 iP P _ _ _.. __. Q ldnifarmStatic AirPrasaure i Misallm.spced XMeastu mmut YMeasiyement' 600 0'.0 0:0 50 39.5 - 3fr 3 388 Teat at lrtdl Tcst:Load 105 Naptive 130 3q lmpactl ovation e hlsec in. ` n. '4 11J1G 'I/1G 4r kgit7i iibi[614t i tsWcr right ht cnrner 49.6 3Q' 76.112 Rcsultm of T sting; Reauls3of7'txtinge b�s.reciincnsrenained'closedanaloekad'thrnu out•thetestandnodamp ot6thehasdwartfwas ins 12caultF AIL, nnrod nie:speramen was subject to a 300 lbs. concentrated load acting Inward at the midpoint of cho door' and acting Canter of"ane! 49:5 22 39-112 l 8h 11. It®sults of lest . ' ob6.crvcd. Specimen i <iutacard "at.u.poiat uitliiti 6 inches aftboe lack, bath; for a tituo parted of3U seconds. Specimen 4 -. Thw:e specimens average recovery over maximum deflection was. 9b°In. The ciltiensseinaiired"tit' amtl wutthetestaudnodama'4'#a'tltmsteners:wasob6ervedl 4.26 sc Y1.' 0,3 sclin?ll klis6lio Speed X:Mcssuroutcat Y Mcasurmomt Pm u17uPj g'. - No change in the specimen was observed that could.bo indicative of incipient failure; A1rTnftltrantmTpst-ASTML283. ling Jm srvt:L,ocavion Results ofTesting> P „ ii'sec ., in: 111: ,. ,. ,: :....:. ,..; After tetstiitg, tlo3ao Af ttle5pecttntn3 exhth1tc41tu1Y tlratwka or WAPUttma, Vlrstar itmslstatwe T4xst - ASiM,t331 _ Wit LUwerri tiioinar 49:7 29 74=112 13athspeclmmnswere operable :after tlrerealmgwas complete. iVithScsmen hiA l�aLaaltagc - Thetpecimearemaittedclosed and.lockodrhwv&utthetestandnaciamage.W'thc.hardvcaruwas Ceutcrof enol 50:I 22 40 Ntthout$cralrn P9ss,. 'hoIcakagc: obianed. , Water e: was, imenaridmaintainedarWatio'fSuatlmar~peG:honrperquarte Resultsaflcst: qv4y °iFlei 'fhb amen 6ueccasfull Ct1m letnd:i�ll testing as mawihr5dby Tc&i Piil3ttpogl TAS 202-94 artd'tbm; Y P .: In sails: d not eneasa#e the ally 'f m's eCun" dtiriti'� an of•thm into s � folato8 llncn.atc9 for rho duratdo11-of tha'1�atcr.Raei619pQe Test. Arg+wiasa to 13�e"S b :. The rat di P y 0 lit, p b y ... pact . d.380CiaL9d,1jUCntlb+itlalFCd:Q41C8tiinl$:@r)d:al:l¢A80t tlIt7 F1n1'ldd i;}ttAdCat:SLtCStfr� : RevieW'af;l3ilt.D�r;4fatmri816 ^i�DL'1?,:]-.G' ' noahrrrod''dur' a'a ressut c f 1?. 's£ 'A111caks rcmaincd od and the specimens "rnroalned closed; - Nawat'9rinfiluatlfsr'peattAe,nneritlostpl9ano#,ihlrtescspettsme tug.Gba 11.. ter P..,. o Tia ,p ,,. cn8o1S. ap ,t rq Tm G •. `, Lies . lanae . s1., The ecimen wag a Crdblm C. tPaS C retro The aotmmns recnarnad w' )ace drrau 1 ap. p ii[lmr rh, tmstiltg oxitp.. sp p gltott. tire.tosta aud:no, dlttnagc.tD lifi7, eta wP.s ab rtdved, Rmrtn w �f 4asembty. anti betaii DT63iigs -PAL Stov1 I7o or Ago" i3s a[i 5jiect l 8t x ;.r, .. , ::. •.; . ,; „ + a; s - ..- •- , r P t. arur n r rs roducriirnwf �- aB not' >, �. ..,�. �� ,: �'` . Y�,�:: �:.• . •, : „` ' ... r,�. ti ,,.� ..;. 1lYtfs aSpearr; for rs'artg not f .. c n at, p 61gx ild'erf Efalt�r�af:Kx Jl/widdlH]({i ll 6nuy;P: lvorAo t{."1.415 # .'lSlt `_ .; Yt�au1a11.'t1 33&:� Weui(¢Il 3 trate t- 627 s llE?a :C .: ? PAM .' lP'17rtB' , .. .. lhall3?8'Yr."it dLeijj ' OlfO .mif?.g-arll%j 4edf by:t ke.-dear,Nj,[l-'d' �..110lnpOn and re{frCSeamttYE, '. Winds' sett 1.4. i'r4 ssure Daglgn Pressur0to Test Pressure fjaW sampiea. 41. W its framtho date trf Initial teat... o,D32 N :1'bese too resultx +vera abtoinai by ctppJoying 611 regld=munts ofthe designated test methods with no: deviations. l'hc.test 6 0. ? 7 82 47 `"^ 0.029 14M 02M malts .and mpceiotiRtsupplied ;for :ttscfingact iliaompOsdi:0,40the'Defuaacsd.apC01f4Catfailtlt 16 0;2,6.0 0.098 9.,'0.71, 0.23.6,'. P,6dd .:2.356 .:0:452:.. . ... . - 16' O:rw2.. Oi1tY3, '2 O.O9M1' 0:3Cd� .6;0Sa 3110 6:376:, -Tire test results are giocfftc totImprgduct tested by this' laboratory and of the sample suppticd by die eJacat hamcd liracin, :2b O.SA:B' 0.12 2.a8 0549' 0.429'6,09Z d:2rio Z.04,and treyrclate.t0nootberpn,Ol6 io6bormanuflrettardbythe elicn#,:aFal6tkatoraftbnalientorofinstalloditnld 2a' 1,888 6'3,4,.2., 'S 0.560 0,740;. IA'•44 700 f-,440_ 3C 2,2dE- 0.421 10 Me .;646. 0285' 46.0.01 2,1!80. IlnrfdlinaaCei ' 35 3!056. 6.657 to I.W. 2.-<60 ":432 "22.592 4:320' 40 3.904 0.707 20 344. 3`:00 ova sb,wo 5:760 - '1'brim,repond0eanflt.ccnslituteonAAMA0r;NWWDAbeitifiedprodwt4adertbe.crtifrraddaprogramaof'thcad 43 `5,064 t,.070 2S' 11,1103 3,750 02." 37.04 -7:206. atf[a diations, Thn.progl6mt adminifitrat6r of thesbpregrams and organizations moy only vett product ottlMoatiom, PA 6Rd0 1.96 30 16?50 4:500 0484 45.010 8:640 .3q: .T,GSA 1;450 36 MO.. 5:250 1.00$ 32!wo 13.c60' h7C Labrnetoriea,matoca aD iniurlm or eel3oir41neod xngardiltg thin prOdunt ar4d Its CrforntstreD, T(ti; m p7tm8 not bD t3P P p y 00 5r; 8:1226 a,a46. 1.725: 2.025 44' 45 7:660 5.890 8.75: 1:102 1.298 OD,C00 : ".1.520 mproducniiargµatedinpaitiWl&ximwithourthet>Dtprgapollwrhtea.apprtx'al'ofBTCLabtii7iinrlca: 75 -76: !2';2x0 2:3M19: 3D 9.BQ '.30]; 1,440 07,500 76.100 12.060. ' i�4,400 • +4.040 Za03 56 Itsel 9:260 1.56x, smo0' iaa4o. No courLusiuct of any kind iozoniipg:th8; adogeac,' of the glans in the teat spebimab may be draw' from the test Pmecdlue 60 :,16.,074 3:007:. _ 09 : tt.8JM .9.900. 1.728: tie 300' 17:280; - - "A"'inA3Tlt4&S30wasu6od"forthis.teat, '' AS ,18.034 3,dP.3. 85 1.2.404 $,Z60. 1:672 97.500' .187721.. 23. z.2.1a 0.Ba2 70. AU 0 ":t0.50C 2,016 :06A D 20,16".: . Ll� Lapotatark9lettrrm. re Orta, it'bL 1ta 071n ' a Qrm6rltLLTC for the excladve use of the eiient'so named herein and p �m !Y: 05,142.520, 101 2d:aaD; 4.742 4.Ta2 TS a7 ^.6.320. 0.3uo 11.267 12.OD3 x.160 1.304 . 5 IL.ao 120.104 21,Pty X3,040` arty: a i use:is a4rictly prchihited: 1ite.rep6rt; lette[8 and the rkarae of MC Laboratoriem, Its seal or mark shall not bb used • 105• 27,'! r8 01.X2{' 65 •3,320 12,753 2.448. 127.600 24.450 ., .. is anyclrcumslancatp tin Bemmtat public or is uny advertising: : 147 -15 39.282 5+%40: ?4:'7.230 13.600 2:592 13S,3o0.. 25t0i0.: '....: '33:C1D a.5so- 04.18.240:; ta,2:0 2,796:442:S4C"• r77:9a0.` LrmltaWA,,o&iAbitlt}'1:Duodilijoazevas.usedinreodattingthisproibesiommlopiniom.liyaaceptanceAfth`ranopgr;fl&. '' 1z`' 2,1 �+ 6-a0^ 1W; 1a20D 15:Do 2534' 1dM10 zllmc6:: C11CDra rnra:to;,b0ldfim¢lalegiink:icdcoid6•ETC LSboxatlulias.,it'stan i0 awd01MC61ani ownemgg9instfillClaima P S^m. 1-0 156' .38182, 42.182 7,066.- $1£;0 illi 1.'0 .2U,160 ' ili.T50' . 16.510 3'124" t575D1 5"¢40',' .d t. • atul'tklgartdeofgity' kind wllRta01R'ra,.it111c1sari6eout cfprin,anytdaDOerceanoctodwuh:tlupetBormwrce.ofworktnaltrad 196 -05.2410 0:134. 114' .21'*.2? 22g8C' 17260 3166: 3,812' .1[5.007. '1�2.5od' 31'.GaO. 33.120 'K/hClt dao 1'44., 18:(122 0,397-. 120 -3;3143:. ' 15:.00 3.468, 160.000 34461):- 149 52.4741 10-1-78 125 2+4Wl ' ,At.750 3.BD9� 197.5to. 90:000 - 150. '517:180 10342: 430' 24.1100 1,soo0 3.744: MOW 37,460 F(.)IZ RTC LAROP4TORIES 136 '50.906 11.614 430 26:220 2s• 26D. U68 .:2725 0 WOOD 180 0.09 12266 `4D2e,860 21,7,00' 4032 210000 0:$ 420 - .tae 07.054 ,3.647: •,45 4?,04p 21780 417e ;iV.00'. 41.763, •- 1.7§ '7LC34 13.850. ,a9 '48.0 22.30:- 4,330. •%3$,000: 43209'. - A1arkSet!nett - 2,79 92.440 :14.076 460 28.'; 60 23.259 d;4&i. 560 44:649' M'SSuperB[SaT' M.87P 16.5.27' 163" 30.720 24:003 4,816" ,232 .24.0=00. 46.0w. las 85,420 , 10'.4:2'. 165 .31'.090 '24,754 4:752 247600 L7,523 . too 00.1013 17:310 179 32:6.40 '25.510' 4.690 265:006 48Av0; - ' las 04,911, : 16.423' .178 33.6.30 28.750 S b46 222 60G eD:400 A:trhtlr:Miray, VP: 210 438.941 10.ib0 ISO, 54.580 27:0:0 5 ,64: •iS% 001. 55,940 4fantrb>rn'; blalrxt8l&'Lulror4t06'y` .215 114.804 3 'a0. 156 36:520 27.750 R 326,:27T:3a: 53.210. 210' 110:074 2.r10S, 190- 30,48: 28.5W -.472,: 255.0(1;:- $4.720 1'3.975. 22.152 .126 3PA4r "29:210 5®1;('...21x2,300- 69.160 'xZrr' 120.807 sile6 E70 36.4(41. 35;:200 '4.1r, %3E"Da 5MG0 ZZ5 128.360 24,281. Elm 36.360 31:'760 5:1404 -X7,590 5a.C40 - 230 132.03a 25:361 - 210 43.330' 87.500 6104is :3+3:010 x:.460 239. 137.842 20.da8- 215: 4t,200. '.32.260 6.102, 822.6..0 11.020 '24: 143.770, 27.004 221 42;240' 33.00,. 6.338, 330,6Cti 63:380 -2SS' 1,40;641 22700. 225 ' 43.2.0- 33.753 6A8O :3$500 04.860 . 263 (SSMO. U1.007 � 239 44,1a0. 35.903 8:624 343.000 38.242 `.� Noes: i 1 ir.. SV.G, = hMea Of rratx Cot 1trr •• D�finnmrr '`~ ,' 31Y'iF=vrlarradcptsee141f: 4) pd ° actmdk'tw .4quar- lc4t- * „ Date,,��'� 297't��d[ltil..ItopbeltnrihY1:4614585-33�;368,xa:t:x..77,wnbpago.'tu'a4bi.enm v •,.>�, w 1,IWtpapinaNF I{ wsYRP•c li �-1 YPtai•ra EUPFAII�EOUNOtl(QIUY AMgWAK.aM`QwYY Ww�IIEYIwPaiMkRMffaEfbl �O6 A996,BLY ' NEJRanMIWYtlImIp�Vnw.WwIKWPtMMmnfAcnR PkurlwePw. wufeerAwevinawwnov, •rwlnnne mal(Inr.f. Ve�ia'rBeurWvo°�Mai1�PPnw�eMnK m�wPVo�'iaa� rWl[aVww•wnY1RYR,AlawafxW.nn. IKTU0 *M1N*?T0PWNLNI01E PA$T*" wNNTwaMYnaµtAaak,ngp, aaaYfN,wuw,aa.wVnw, APF'"',�I .oarnhlaSki741IN h%.ixa✓ TCalld 4 A•lbl wR w (a • MmwfYF aNN fw InaO 1 NPIOPIIunI0Y1E11 lane IN eYl �aP,Rm�.v NmwrwaFlrYaNN OPERATM PUSRWADAWOR Lam r aPIkYO _ CPAW 0 --. ................�..._.___.........._.... ...., ......... ......... 1 STOPPFFY 1 1 ! • 1 � � NNKItti.KKN(auYn 1 nnlrw wil•rowu 1 1 1 Ym1lNafvwnlsa I 1 1 1 I aW �aw 11 1 I 1 • i. I i a�, x°° ssaavawF"inupw'a mo•n.,w.w ' 1 1 I Y _ P.P.CNtnNInY aRakYLY f. • M t wwNq•n I 1 ! YMwlfwnMw•f•M11f I 1 }11 .ILS 1 ` I 1 • a n.asNNenfr ✓ 1 i i ' (IIIar11r11o(1 • ll 0m af.FN1YNNwl aMaFNMwWB • • i IPIIIIIN40 N y • N�Lo tMI1gtLV00wnYNMw00RLnlACgY4MlWFMIIPW YlwnwwmlN,111.1•I•[ VMM•Fntntaa OIIOESEIGCI(VNtlEB l8.1'OPENwOWIDiR OOIIFiSEfMCKVNtlEB IlfPawlwYMMwVb1aNRNYWaw 1?SfN11UR0 nr9'uwwm AP-'%"'•{"e'roR)�ArNp1W 1wI(InmM(1[,wPNnnN00111RMMNRaP1 w.v . � f9$O6YAIICEaEIYIEETi0U06410i¢} t'h-i::. : L wfwlawtu+wYVNmx•wafwwa• wwl(INlawa(aftuuameeaalal !a y fPlmaerww.wlwurwlwknwlauawiNNara1 5'lex:!! � ^' WfWIpPPP11NDWYNLYY1N1O11•f• o�W.M1�✓MNolrwaoYnnala•�1f •011 .wFaww0 (ry1. a.YNwwp,aua IN»waYIWraaNraawNlmxmTNaaD Nt a.n ,L YlaII,w,wOn -�Pw Q I PM'i•�1��sf.mw� �-•••"'11fry1,,{J}111111II{""�" Q Q ��T�mYam�anMwnraOPV.irsfvPfmwlw10Yl,Pwaawn�1�.SunVuPnMww*RwmImwBl'wpuk1lamnY•nNwkIawrqwonWgYaorFI.uW1u1l�eln1Y(R11wniMwao0aNw0waYwkE�0rwl.GNrI•o+.uaPlo.pwaModxaM6wurPY1n4FzWY,a Wo •%lclwvMLwm�wnN0—nnRWwwwlfbaa+OltwR,vnw Za'MwlmCn®wNM6.rIPw.mrenPaNkPeINIwVP1w•KwmnI�al1WeYfcxcnRMYwn.PannfuwAwYMllfwlMaPn•dfwraaAYnP1.Wr(wntl raMpnwIaxNx.a cwt .P t fYa r•manu,nwwrwYN•INNa vp,P•PT• Nang Im"N •AON'�M nFwFrpilNYw..KPfniw ,{�— ,,,,T y aN•4w IxP 1Pfaaf(exuafff•wx•1.AfgfnpYgPYMWn1NTnpf/ Ifal Nwl umnunnY f wawrw,wauwwnl waw,mf•f aNOnw•aww. fw em DMMECDUMAMMAL 0115 0lTM �� uw.QwPNlc+w ua.wN pc w.n.w,u�Taea�YnowlwgN wa.o ROILNNi STEEL e00R NNNbIMNar11q.,Fn®w ,fa,,,,, nNOPMVMLVHNl11anA0MP(nkgaYilp nwwllarY(wxunawwwssnaa TM RCInY NNNYnwnnanuxama w„y, y,y„ E816.3-01 NarmPvolwwaleuw.PeroaP _ 4NfMl�OY�� ON�vpt &NATg11N • D nuaaN �li•�if:ili.anipR� 10FY EIIH Cornell Iron Works. Inc. ATEW �ACTTITVPROJECT l METAL ROOL-UP DOOR APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. Cl T1 O �. A V1� ODRAWN SEMINOLE COUNTY, FLORIDA MIAMI MIAMI-DADECOUNTY,FLORIDA - 0 DATE DESCRIPTION METRO -DARE FLAGLER BUILDING JOB NO. 13--SANPRODUCT BUMUING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLEB STREET, SUITE 1603 SHEET NO. A15 DESIGN BY: JZ BY: RCN(724)-3636 DATE: 1 /05/07 PRODUCT CONTROL DIVISION MAN, FLORIDA 33130-1563 �ry d, `. (305) 375-2901 FAX (305) 375.2908 PIwGNN[ NOTICE OF ACCEPTANCE' EVIDENCE SUBMITI`ED 4.. as GPnwfl9i NOTICE OF ACCEPTANCE (NOA) (For File ONLY. Not part of NOA) Cornell Iron Works, Inc kwu1Y(x.Fwn11 Y, � IPfaA'aA•MIY•WLN k.wemPwawfw•oelar- iw aw— Mountaintop, PA 18707 1, Drawing No. ES 16-3-01 & ES 16-3-02, prepared by Cornell Iron Works, Inc, Nracllwwlwal SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction .w,••nw•.nnoF ]stlnaa 41 titled Dade County Approval Rolling Steel Door, dated 06/27/02, with last revision on 11 1K' .:uwkaPNa.mx°�r,,n, .-•�—aiNAfla c 11/14/02, sheets l & 2 signed and sealed by J.H. Dixon Jr, PE. accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where .varcaaaury OUOEA88FNBLY raY'In[(awnw nWIfW1«IY OM"IWtlf0..tl1P � I, n«a�. 7 1 1 1. Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control "T 203 and Uniform Static Air Pressure Test per PA 202 on a " Steel Roll -Up Service Door", by Architectural Testing, Inc., report No. 01-39587.05, dated 04/30/02, u�n'iwwilPYrau Q HE Z. ZwonP I uwrwrr � signed and sealed by A. N. Reeves, PE, 2. Test report Tension Test per ASTM E8 on 0.036" Galvanized Steel, prepared by thea ted manner, the manufacturer will moor the may immediately P expense of such testing and the U Architectural Testing Inc., report No. 01-39587.06, dated 04/30/02, signed and sealed by OR i the use a such product mi material within their jurisdiction. BORA reserves the right or acceptance, oaf a this to revoke this acceptance, if itis detemnme] by Miami -Dade County Product Control Division That this product o• ® a Nlnl C. CALCULATIONS L Calculations for Attachment of Guide Angles to Steel or concrete Jamb prepared by This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane p••eclrETlla.n•n oc,N( rwwN Zone of the Florida Building Code. DESCRIPTION: 251- 4"Rolling Steel Door •rm(Nnw1xPF•reauWYiYwfNl•aYlwkue Ne(rrroN• •,.>�, w 1,IWtpapinaNF I{ wsYRP•c li �-1 YPtai•ra EUPFAII�EOUNOtl(QIUY AMgWAK.aM`QwYY Ww�IIEYIwPaiMkRMffaEfbl �O6 A996,BLY ' NEJRanMIWYtlImIp�Vnw.WwIKWPtMMmnfAcnR PkurlwePw. wufeerAwevinawwnov, •rwlnnne mal(Inr.f. Ve�ia'rBeurWvo°�Mai1�PPnw�eMnK m�wPVo�'iaa� rWl[aVww•wnY1RYR,AlawafxW.nn. IKTU0 *M1N*?T0PWNLNI01E PA$T*" wNNTwaMYnaµtAaak,ngp, aaaYfN,wuw,aa.wVnw, APF'"',�I .oarnhlaSki741IN h%.ixa✓ TCalld 4 A•lbl wR w (a • MmwfYF aNN fw InaO 1 NPIOPIIunI0Y1E11 lane IN eYl �aP,Rm�.v NmwrwaFlrYaNN OPERATM PUSRWADAWOR Lam r aPIkYO _ CPAW 0 --. ................�..._.___.........._.... ...., ......... ......... 1 STOPPFFY 1 1 ! • 1 � � NNKItti.KKN(auYn 1 nnlrw wil•rowu 1 1 1 Ym1lNafvwnlsa I 1 1 1 I aW �aw 11 1 I 1 • i. I i a�, x°° ssaavawF"inupw'a mo•n.,w.w ' 1 1 I Y _ P.P.CNtnNInY aRakYLY f. • M t wwNq•n I 1 ! YMwlfwnMw•f•M11f I 1 }11 .ILS 1 ` I 1 • a n.asNNenfr ✓ 1 i i ' (IIIar11r11o(1 • ll 0m af.FN1YNNwl aMaFNMwWB • • i IPIIIIIN40 N y • N�Lo tMI1gtLV00wnYNMw00RLnlACgY4MlWFMIIPW YlwnwwmlN,111.1•I•[ VMM•Fntntaa OIIOESEIGCI(VNtlEB l8.1'OPENwOWIDiR OOIIFiSEfMCKVNtlEB IlfPawlwYMMwVb1aNRNYWaw 1?SfN11UR0 nr9'uwwm AP-'%"'•{"e'roR)�ArNp1W 1wI(InmM(1[,wPNnnN00111RMMNRaP1 w.v . � f9$O6YAIICEaEIYIEETi0U06410i¢} t'h-i::. : L wfwlawtu+wYVNmx•wafwwa• wwl(INlawa(aftuuameeaalal !a y fPlmaerww.wlwurwlwknwlauawiNNara1 5'lex:!! � ^' WfWIpPPP11NDWYNLYY1N1O11•f• o�W.M1�✓MNolrwaoYnnala•�1f •011 .wFaww0 (ry1. a.YNwwp,aua IN»waYIWraaNraawNlmxmTNaaD Nt a.n ,L YlaII,w,wOn -�Pw Q I PM'i•�1��sf.mw� �-•••"'11fry1,,{J}111111II{""�" Q Q ��T�mYam�anMwnraOPV.irsfvPfmwlw10Yl,Pwaawn�1�.SunVuPnMww*RwmImwBl'wpuk1lamnY•nNwkIawrqwonWgYaorFI.uW1u1l�eln1Y(R11wniMwao0aNw0waYwkE�0rwl.GNrI•o+.uaPlo.pwaModxaM6wurPY1n4FzWY,a Wo •%lclwvMLwm�wnN0—nnRWwwwlfbaa+OltwR,vnw Za'MwlmCn®wNM6.rIPw.mrenPaNkPeINIwVP1w•KwmnI�al1WeYfcxcnRMYwn.PannfuwAwYMllfwlMaPn•dfwraaAYnP1.Wr(wntl raMpnwIaxNx.a cwt .P t fYa r•manu,nwwrwYN•INNa vp,P•PT• Nang Im"N •AON'�M nFwFrpilNYw..KPfniw ,{�— ,,,,T y aN•4w IxP 1Pfaaf(exuafff•wx•1.AfgfnpYgPYMWn1NTnpf/ Ifal Nwl umnunnY f wawrw,wauwwnl waw,mf•f aNOnw•aww. fw em DMMECDUMAMMAL 0115 0lTM �� uw.QwPNlc+w ua.wN pc w.n.w,u�Taea�YnowlwgN wa.o ROILNNi STEEL e00R NNNbIMNar11q.,Fn®w ,fa,,,,, nNOPMVMLVHNl11anA0MP(nkgaYilp nwwllarY(wxunawwwssnaa TM RCInY NNNYnwnnanuxama w„y, y,y„ E816.3-01 NarmPvolwwaleuw.PeroaP _ 4NfMl�OY�� ON�vpt &NATg11N • D nuaaN �li•�if:ili.anipR� 10FY EIIH BER !ROUTE 1019 519 GHTY FPA 1533 Cornell Iron Works. Inc. ATEW �ACTTITVPROJECT l METAL ROOL-UP DOOR APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. Cl T1 O �. A V1� ODRAWN SEMINOLE COUNTY, FLORIDA MIAMI MIAMI-DADECOUNTY,FLORIDA - 0 DATE DESCRIPTION METRO -DARE FLAGLER BUILDING JOB NO. 13--SANPRODUCT BUMUING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLEB STREET, SUITE 1603 SHEET NO. A15 DESIGN BY: JZ BY: RCN(724)-3636 DATE: 1 /05/07 PRODUCT CONTROL DIVISION MAN, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2908 NOTICE OF ACCEPTANCE' EVIDENCE SUBMITI`ED NOTICE OF ACCEPTANCE (NOA) (For File ONLY. Not part of NOA) Cornell Iron Works, Inc 100 Ehuwood Avenue A. DRAWINGS Mountaintop, PA 18707 1, Drawing No. ES 16-3-01 & ES 16-3-02, prepared by Cornell Iron Works, Inc, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction titled Dade County Approval Rolling Steel Door, dated 06/27/02, with last revision on materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and 11/14/02, sheets l & 2 signed and sealed by J.H. Dixon Jr, PE. accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 203 and Uniform Static Air Pressure Test per PA 202 on a " Steel Roll -Up Service Door", by Architectural Testing, Inc., report No. 01-39587.05, dated 04/30/02, Division (In Miami Dade County) and/or the AFD (in areas other than Miami Dade County) reserve the right to prepared have this product or matcrial tested for quality assurance purposes. If this product or material fails to perform in signed and sealed by A. N. Reeves, PE, 2. Test report Tension Test per ASTM E8 on 0.036" Galvanized Steel, prepared by thea ted manner, the manufacturer will moor the may immediately P expense of such testing and the Architectural Testing Inc., report No. 01-39587.06, dated 04/30/02, signed and sealed by OR i the use a such product mi material within their jurisdiction. BORA reserves the right or acceptance, oaf a this to revoke this acceptance, if itis detemnme] by Miami -Dade County Product Control Division That this product o• A. N. Reeves! PE. material fails to meet the requirements of the applicable building code. C. CALCULATIONS L Calculations for Attachment of Guide Angles to Steel or concrete Jamb prepared by This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Joseph H. Dixon, Jr. PE, dated 08/02/02, sheets 1 through 12, signed and sealed by J.H. Zone of the Florida Building Code. DESCRIPTION: 251- 4"Rolling Steel Door Dixon Jr, PE.. APPROVAL DOCUMENT: Drawing No. ES16-3-01 & ES 16-3-02, titled DADE COUNTY APPROVAL ROLLING STEEL DOOR, sheets 1 & 2, prepared by Cornell Iron Works, Inc., signed sealed by J. H. Dixon Jr. MATERIAL CERTIFICATIONS D. MATERIAL dated 06/27/02, with last revision on 11/04/02, beating the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -bade County Product Control E. STATEMENTS 1. Code Compliance letter issued by Joseph H• Dixon Jr, on 11/20/02, signed J. H. Dixon Jr, Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufachuer's name or logo, city, state and PE. 2. Addenda to test report No. 01-39587.05, prepared by Architectural Testing, Inc., on "Miarrd-Dabe cCountyside product Control Approved", unless otherwise noted herein. following statement: of this RENEWAL ofthis NOA shall be considered atter a renewal application has been filed and there has been no 11/11/02, signed and sealed by A. N. Recsves, PE. change in the applicable building code negatively affecting the performance of this product. TERMINATION of thus NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to oomply, with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: Tho NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be done in its entirety: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font, PE. Candido F. ,Font, PE Senior Product Control Dhislon NOA No 02-0814.01 NOA No 02-0814.01 Expiration Date: December 19, 2007 p Expiration Date: December 19, 2007 Approval Date: December, 19, 2002 Approval Date: December 19, 2002 E-1 Page 1 BER !ROUTE 1019 519 GHTY FPA 1533 REVISIONS ATEW �ACTTITVPROJECT l METAL ROOL-UP DOOR APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. Cl T1 O �. A V1� ODRAWN SEMINOLE COUNTY, FLORIDA INFORMATION1L - 0 DATE DESCRIPTION SCALE. N.T.S. JOB NO. 13--SANPRODUCT STORE NO. 13-SAN84 SHEET NO. A15 DESIGN BY: JZ BY: RCN(724)-3636 DATE: 1 /05/07 AND FROST DEPTH Ivvrx i n (.xyyy i n LIIIIItL_U__ vr-11 1vIv%J - -^ ^AI I^II \I!"TA1 1'1/l/l1" MAAIr1 n VVI\ I I I VC %.I %j I I I LL_L_yI I%.fIV`7 1 2 3 4 5 6 30'-0" 30,-01, 30'_ 0„ -0 30'-0" 30'„ 300'-0” EI ANCHOR BOLTS—REFER TO — — — — _ — — — — — — — - — — — — — —— — _ — — = BLDG. MANUFACTURERS PIAN UR S — L^ I_ I I! I I 1 1 I #4 TIE SETS II 1 II II II Ia II II II 11 II I 12 o S" O.C. 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WAY @ 8" ----- --------- I �---------1 II r--- I'I ---------7 � r ---- II --- r-- ---- III 1 __------ J r------ it ---__ _------------- I r ------_--1 I ----------� 11 �----------- II 1 r ------- II ------ r ----------I II #5 I MINIMUM (4) REII REBAR 5'-0" WAY I L ---------J II II L---- ----------- II II L ----1----------I Ii II III I!I ------J------_--J Ii II L 4 -0 x4 -D x24 W/(4) I I L------.-.J II II L----------- II II i L -----------J I1 II L -------- II II100 ----J _.J L -----------1------J I ---- o.c. - ' 40 .-O MINIMUM (4) REQ'D ------ -------- TO ----...-._...-- Il -------- I I 11 II LI II 1 - I II 1I II II (I I'I II II 1 I I I1 ll II II II ' 1 EAST QQ �+ �+ WEST ELEVATIONS PIER AND FOOTING DETAIL I L------- II JL-------- II -JL ---------J---------- ---__JL------ JL------_ J_ ---------J ----.-___ L ------------- -JL----- JL -------------__ JL------ ---------J ---- OC N.T.S. I II II II - II II ---------- i I_ II II II II I _ __ I 11 II II II 11 I I II 11 11 11 II I I II 11 I I L_ .- --- __J L_._. -------J L..-.�_ -_.-.._..._-__J L---------_.__-J:L------- ---------J L---------------------� _------ -J�--'-------_._J I_ -..----------....:J l._-._._----------Jt._��_......_._.......__._ 11 --J PLAN VIEW 7 8 9 10 11 30'-090 30'-0" 30'-0" 30'-0» 30'-0" III DIMENSION/REINFORCING SIZES REVISIONS MARK QUANTITY/`TYPE OF PIER MAXIMUM FLOOR MAXIMUM FLOOR MAXIMUM TRAVEL FOUNDATION OCCUPANCY A1,A11 CLASSIFICATION 10 Wx12 D W/#6 DWLS @ 8 AREA PER 2 -0 x2 -0 x24 W/(3) #5 C1,C11 CLASS EACH FACE & #4 TIES @ 8" o.c. REBAR EA. WAY @ 8" o.c. 132-1310 12,000 SF 30» Wx12„ D W/#6 DWLS @ 8» 2A 7, -6» x5, -0» x24» W/(6) #5 75' EACH FACE & #4 TIES @ 8” o.c. REBAR 7'-6" WAY, (5) #5 MINIMUM (4) REII REBAR 5'-0" WAY B 1, B 1 1 10 Wx 12 D W/#6 DWLS @ 8 4 -0 x4 -D x24 W/(4) #5 EACH FACE & ##4 TIES @ 8" o.c. REBAR EA. WAY @ 8" o.c. MINIMUM (4) REQ'D NOTE: ALL PIERS TO HAVE 45' CHAMFER TO CONTROL JOINTS NOTES: 1. SEE BUILDING MANUFACTURERS PLANS FOR BASE PLATE DETAILS. ALL DIMENSIONS TO BE CHECKED AND ANY DIFFERENCES REPORTED TO THE OWNER. 2. FOOTING DEPTHS SHALL BE ACCORDING TO LOCAL REQUIREMENTS, BUILDING CODES OR SOIL TESTING RESULTS WITH MOST STRINGENT GOVERNING. 3. ALL CONCRETE, FOOTERS, PIERS, GRADE BEAMS TO BE 3000 psi MIN. 4. ALL CONCRETE SLABS ON GRADE TO BE 3000 psi MIN. 5. BUILDING MANUFACTURERS DIMENSIONS AND DETAILS SHALL GOVERN ON ALL CASES, CONSULT THE ENGINEER FOR ANY CHANGES TO THE PLAN. ** REFER TO BUILDING MANUFACTURERS PLANS. FIRE EXTINGUISHERS TABLE NFPA 10 *TOP OF FIRE EXTINGUISHER, HAVING A GROSS WEIGHT LESS THAN 40 LB, SHALL BE NOT MORE THAN 5' ABOVE THE FLOOR; 3-1/2' IF GROSS WEIGHT 40 LBS OR GREATER A -FIRE EXTINGUISHER IIIIII --------- -IIIIIII _____ -----IIf rIII ------------ LIIrIII --------___- -IIIIII --------------------- IIIII -----IIII ' --I-I --- - II --- II ---------_____- I L I1F 71I I r--II - LJI II I1 I --J- -------------------JL-- JL ------J --------- J L -------------JL----- ------ JL ---__ ----------JL------ JL ------._-J L__ -----J L__ -----J I II II II I I Il -II II II II II I I II II II I I II II II II -II II I I II II II I I II Ii II II II II I _-J --------------_ _---J L -------j I--------- -J L.- - - - - - - . - ---_._I I_ ._-------------IL---- - --- - ___.---J L ---------------------i L------- _J L -------J L------_ J L-- -- -_- --------------- ---- J -------__1 r--------- r -------- ----- ---------- r ----------------r ----------------- ------7, r_ - I II II II I I II II II II II II I I II II II I I II II II II II II I II I t ---___J L------- J L_..____ _J L - - - - -- J L -------J ---J ---------_ _�--------J L---._._ _.__J L__._-_ ^_ _-_. 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SLAB j ;A a0D II II iI I II II II II I a' .. 4 d II II II II II II II I _J J J--- - -- L ---J L -------J L..__.-._-_. __ .__.J L __ _ ___ _J L - - ---- - - - - - -- --J L--------- ---L_J L -J _ ------------ - J L ------1J L- --- �� J -- --- — ------------------------- REQ€W I1 II 1I II II II II TUPE LIGHT 7 1 II II II I I II II II II II I I II II II II 11 II II II BASEBOARD --J -------------- -- L---1 ---J - --- — ----------- L ----- ----JL HEATER -1r -1r-- r—r -�r—-17—-1r I II II II I I IJ II II II II I II I II II II I I II II II II I II I -----� L------ 11 I I I I 1 - J --- _ _---------JL_-_ _--J�---------JL------_-- -J J _ - ---------- -JL -------- - -----._JL------- L -------J L__ -- PLAN VIEWC11rY_GF,q "o 0 I N G P_ 0 O 84 L UMBER 1019 ROUTE 519 GHTY FOUR, PA 15330 (724) 228-3636 REVISIONS NEW FACILITY BLDGS 14&5 12,000 S.F. OPEN STORAGE SHED FOUNDATION/FLOOR/ELEVATION PLANS MELLONVILLE AVE & CATAPULT ROAD CITY OF SANFORD SEMINOLE COUNTY, FL QUANTITY/`TYPE OF MINIMUM RATED MAXIMUM FLOOR MAXIMUM FLOOR MAXIMUM TRAVEL OGCUPANCY OCCUPANCY FlRE CLASSIFICATION EXTINGUISHER SINGLE AREA PER AREA PER DISTANCE TO CLASSIFICATION AREA CLASS OF HAZARDS PROVIDED EXTINGUI5HER EXTINGUISHER UNIT OFA EXTINGUISHER ST®RAGE-1 12,000 SF A MEDIUM (4)2A 2A 3,000 SF 1 500 SF 75' IIIIII --------- -IIIIIII _____ -----IIf rIII ------------ LIIrIII --------___- -IIIIII --------------------- IIIII -----IIII ' --I-I --- - II --- II ---------_____- I L I1F 71I I r--II - LJI II I1 I --J- -------------------JL-- JL ------J --------- J L -------------JL----- ------ JL ---__ ----------JL------ JL ------._-J L__ -----J L__ -----J I II II II I I Il -II II II II II I I II II II I I II II II II -II II I I II II II I I II Ii II II II II I _-J --------------_ _---J L -------j I--------- -J L.- - - - - - - . - ---_._I I_ ._-------------IL---- - --- - ___.---J L ---------------------i L------- _J L -------J L------_ J L-- -- -_- --------------- ---- J -------__1 r--------- r -------- ----- ---------- r ----------------r ----------------- ------7, r_ - I II II II I I II II II II II II I I II II II I I II II II II II II I II I t ---___J L------- J L_..____ _J L - - - - -- J L -------J ---J ---------_ _�--------J L---._._ _.__J L__._-_ ^_ _-_. 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SLAB j ;A a0D II II iI I II II II II I a' .. 4 d II II II II II II II I _J J J--- - -- L ---J L -------J L..__.-._-_. __ .__.J L __ _ ___ _J L - - ---- - - - - - -- --J L--------- ---L_J L -J _ ------------ - J L ------1J L- --- �� J -- --- — ------------------------- REQ€W I1 II 1I II II II II TUPE LIGHT 7 1 II II II I I II II II II II I I II II II II 11 II II II BASEBOARD --J -------------- -- L---1 ---J - --- — ----------- L ----- ----JL HEATER -1r -1r-- r—r -�r—-17—-1r I II II II I I IJ II II II II I II I II II II I I II II II II I II I -----� L------ 11 I I I I 1 - J --- _ _---------JL_-_ _--J�---------JL------_-- -J J _ - ---------- -JL -------- - -----._JL------- L -------J L__ -- PLAN VIEWC11rY_GF,q "o 0 I N G P_ 0 O 84 L UMBER 1019 ROUTE 519 GHTY FOUR, PA 15330 (724) 228-3636 REVISIONS NEW FACILITY BLDGS 14&5 12,000 S.F. OPEN STORAGE SHED FOUNDATION/FLOOR/ELEVATION PLANS MELLONVILLE AVE & CATAPULT ROAD CITY OF SANFORD SEMINOLE COUNTY, FL PROJECT INFORMATION . �. 611 SCALE: 1/8'-'-0" 0, 3 28 0� SPRINKLER Roots ADDI N� JOB N 0 . 13—SAN SAN STORE NO. 13—SAN SHEET NO. A16 DESIGN BY: JZ DRAWN BY: RCN DATE: 11-15-6 SECTION 2 Metal Wall Pre -assembled Doors: Table of Contents 3070 Standard Door System Description & Dimensions 4070 Standard Door System Description & Dimensions 6070 Standard Door System Description & Dimensions Frame Detail Door Leaf Detail Hinge Preparation Detail Strike Preparation Detail Subframe (Framed Opening) Detail Subframe (Framed Opening) Detail for Half Wall Applications Adjustable "U Bracket Anchor Detail Existing Opening Anchors (EOA) Detail Installation Guide Specifications PDL BUILDING PRODUCTS * 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 44070 * WVWV.pdIbuiIdinqproduds.com POL 04sUld-ling Produeft Frame Detail Extended Header Profile 7/16" (0 _T 2" 5/8" 1-15/16" 2-1/4" 1-9/16" 5-3/4" Strike & Hinge Frame Profile 1 3/4" DOOR 2" 5/8" 7/16" 1-9/16" 400 SERIES 2-1/4" HINGE AND STRIKE JAMBS 5-3/4 3/4" DOOR PDL BUILDING PRODUCTS • 31393 INDUSTRIAL PARKWAY - NORTH OLMSTED, OHIO 44070 o WWW.PdlbuildinaDroducis.com PDL Building Products 3070 Standard Pre -assembled Door System Girt Line .......... 7"0" 71211 35 Door Floor Line 1 1 L 38" Door Opening 4011 Frame Dimensions 3070 Standard Pre -assembled Door Includes The Following Components: 1 20 Gauge, Galvanized, Insulated Door Leaf 2. 53/4", 16 Gauge, Galvanized, Insulated, Door Frame 3. 16 Gauge, Galvanized Subframe (Framed Opening). Sized to Match Girt Depth 4. Cylindrical Lever Lock- Grade 2 (26D Finish) 5. (3) Ball -Bearing Hinges - 4 W x 4 W with a Non -Removable Pin (26D Finish) 6. 5 %", Aluminum Threshold - ADA Compliant 7. Door Bottom Sweep with Drip Channel & Adjustable Full Aluminum Channel Weatherseal 9. 12 Gauge, Galvanized, Adjustable Mounting Clips 10. Packaging - Each Door System is Packaged in Heavy Duty Wood Crating 11. All Fasteners and Anchors Included for Complete Installation PDL BUILDING PRODUCTS * 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 44070 * W_W_W,pdII�UII9109QMduGIS.00M Su ng POL Sum Piodutlis :XxxXI Door Leaf Detail (20 Gauge Galvanized Leaf with Polystyrene Core) P W7S ERIMEn OC APPROX. TOP 111EIN CLOSED TOP #12 GA. CLOSER RQNF, X.4 o 0 MINIMUM CORE CLEARANCIE -1" FROM Top., 1/2" AROUND AILL HDWE REINF, NON MiDED HINGE ANSI DHI A 115.1 MORTISE ANSI DHII A115.1 UNW, Vill. STRIKE. BORIM TYPICAL HARDWARE PREPARi.471ONS TYPICAL SE'CTIO'N 1)nT,1RTM.T)TMr.'PRnr)-TT0Tq . AlAAA INDUSTRIAL PARKWAY * NORTH OLMSTED. OHIO 44070 Girt Line or Line 4070 Standard Pre -assembled Door Includes The Following Components: 1. 18 Gauge, Galvanized, Insulated Door Leaf 2. 5 %", 16 Gauge, Galvanized, Insulated, Door Frame 3. 16 Gauge, Galvanized Subframe (Framed Opening). Sized to Match Girt Depth 4. Cylindrical Lever Look- Grade 2 (26D Finish) 5. (3) Ball -Bearing Hinges -4 Y2" x 4 Y2" with a Non -Removable Pin (26D Finish) 6. 5 %", Aluminum Threshold - ADA Compliant 7- Door Bottom Sweep with Drip Channel 8. Adjustable Full Aluminum Channel Weatherseal 9. 12 Gauge, Galvanized, Adjustable Mounting Clips 10. Packaging -Each Door System is Packaged in Heavy Duty Wood Crating 11. All Fasteners and Anchors Included for Complete Installation PDL BUILDING PRODUCTS 9 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 44070 e WWW.Pd1buildinaproducts.com I 10 Gauge HINGE REINfDRCEMEW PLASTER GUARD PIERCING DETAIL SUB -ASSEMBLY DETAIL PDL BUILDING PRODUCTS a 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 44070 * WWW.pd1buildingproducts.com El Girt Line J Floor Line 61 011 Door Opening 61411 Frame Dimensions 6070 Standard Pre -assembled Door Includes The Following Components: 1 18 Gauge, Galvanized, Insulated Door Leafs 2. 5 114", 16 Gauge, Galvanized, Insulated, Door Frame 3. 16 Gauge, Galvanized "Z` Astragal -Attached Attached to Inactive Leaf 4. 16 Gauge, Galvanized Subframe (Framed Opening). Sized to Match Girt Depth 5. (1) Cylindrical Lever Lock -Grade 2 (26D Finish) UL Rated - Installed on Active Leaf Only 6. (2) Surface Bolts (Top and Bottom) Attached to "Inactive" Leaf (26D Finish) 7. (6) Ball -Bearing Hinges'- 4 W x 4 Y2" with a Non -Removable Pin (26D Finish) 8. 5 3/4", Aluminum Threshold - ADA Compliant 9. (2) Door Bottom Sweeps with Drip Channel 10. Adjustable Full Aluminum Channel Weatherseal 11. 12 Gauge, Galvanized, Adjustable Mounting Clips 12. Packaging - Each Door System is Packaged in Heavy Duty Wood Crating 13. All Fasteners and Anchors Included for Complete Installation PDL BUILDING PRODUCTS * 31393 INDUSTRIAL PARKWAY o NORTH OLMSTED, OHIO 44070 e VWVW.Pd1buJ1dinqproduds.00m PT PIERCING DETAIL 4-7/6' (UNIVERSAL) STRIKE PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY - NORTH OLMSTED, OHIO 44070 - 4QW8AWadjnW 'Offl'aff. PLANS REVIC-Ur- C111- OF SANFORD Y IS 0 U 84 LUMBER 1019 ROUTE 519 3HTY FOUR, PA 1533 (724) 228-3636 REVISIONS NEW FAI"TT FACILITY I DOOR DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. ID T-111 CITY OF SANFO11L1 SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION L 0 1 DATE DESCRIPTION SCALE: N.T.S. I 7'0" JOB NO. 13 -SAN STORE NO. 13 -SAN 71211 DESIGN BY: J WM DRAWN BY: JAH 35%11 36 %" Door Door Girt Line J Floor Line 61 011 Door Opening 61411 Frame Dimensions 6070 Standard Pre -assembled Door Includes The Following Components: 1 18 Gauge, Galvanized, Insulated Door Leafs 2. 5 114", 16 Gauge, Galvanized, Insulated, Door Frame 3. 16 Gauge, Galvanized "Z` Astragal -Attached Attached to Inactive Leaf 4. 16 Gauge, Galvanized Subframe (Framed Opening). Sized to Match Girt Depth 5. (1) Cylindrical Lever Lock -Grade 2 (26D Finish) UL Rated - Installed on Active Leaf Only 6. (2) Surface Bolts (Top and Bottom) Attached to "Inactive" Leaf (26D Finish) 7. (6) Ball -Bearing Hinges'- 4 W x 4 Y2" with a Non -Removable Pin (26D Finish) 8. 5 3/4", Aluminum Threshold - ADA Compliant 9. (2) Door Bottom Sweeps with Drip Channel 10. Adjustable Full Aluminum Channel Weatherseal 11. 12 Gauge, Galvanized, Adjustable Mounting Clips 12. Packaging - Each Door System is Packaged in Heavy Duty Wood Crating 13. All Fasteners and Anchors Included for Complete Installation PDL BUILDING PRODUCTS * 31393 INDUSTRIAL PARKWAY o NORTH OLMSTED, OHIO 44070 e VWVW.Pd1buJ1dinqproduds.00m PT PIERCING DETAIL 4-7/6' (UNIVERSAL) STRIKE PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY - NORTH OLMSTED, OHIO 44070 - 4QW8AWadjnW 'Offl'aff. PLANS REVIC-Ur- C111- OF SANFORD Y IS 0 U 84 LUMBER 1019 ROUTE 519 3HTY FOUR, PA 1533 (724) 228-3636 REVISIONS NEW FAI"TT FACILITY I DOOR DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. ID T-111 CITY OF SANFO11L1 SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION L 0 1 DATE DESCRIPTION SCALE: N.T.S. I JOB NO. 13 -SAN STORE NO. 13 -SAN SHEET NO. A17 DESIGN BY: J WM DRAWN BY: JAH DATE: 3-28-07 L: �Iil1l g Subjamb (Framed Opening) Detail 12 GA. 00000 0 -.0 6 16 GA. GALV. O Adjustable "L" Bracket Anchor Detail (Located at Top of 0 �7__ 0 __7 0 Subjamb) ANCHORS SCREWED II I TO JAMS NTH #10 1-1/4" TEK SCREWS. II BOTH ANCHORS SHOULD BE ATTACHED FLUSH WITH ENDS AND CENTERED 1. IN JAMB PRIOR TO SHIPPING. 16 Gauge Galvanized Subjamb Standard Sizes (To Match Girt Depth) 6-1/2", 8", 8-1/2", 9-1/2" Bottom Anchor Detail (Part of Subjamb) POL SuNdin, Pmducft PRE -ASSEMBLED METAL WALL DOOR INSTALLATION GUIDE GENERAL PRE -INSTALLATION NOTE DO NOT REMOVE the screws holding the door leaf closed until the door is completely installed. These screws assist in holding the door/frame square during the installation process. Removing the screws may result in operation problems of the door. KEYS, ANCHORS, FASTENERS, & INSTRUCTIONS for this door are located in the box marked "Keys & Fasteners" enclosed in crate. INSTALLATION STEPS 1. After uncrating the door, position it under the girt with the outside edge of the threshold flush with the edge of the concrete. The extended header should be up against the outside face of the girt. 2. PLUMB AND SQUARE DOOR UNIT. Check the gap between the top of door and header. It MUST be consistent. 3. When the door is plumb, secure the door header to the face of the girt with (2) self -drilling screws. These screws can be removed later if they should interfere with the sheeting or trim. 4. Anchor the door to the floor with the base clips and the (4) anchor bolts provided. 5. Back out the screws holding the top jamb clips and slide clips up to wall girt. Attach clip to wall girt using the self -drilling tek screws provided, 6. Remove screws holding door leaf shut and check for proper operation, 7. Anchor threshold to floor using (3) anchors provided. Caulking of threshold is required. 8. Adjust weather-stripping and sweep to eliminate light leaks by backing out screws slightly, make adjustment, and retighten screws. ADJUSTMENTS and OPERATION 1. Check frame to ensure unit is PLUMB AND SQUARE. If Door System is NOT PLUMB AND SQUARE it may affect operational functions of the hardware. 2. Check floor level at each jamb. Shim under jamb needing adjustment. 3. If gap around door is unequal, shim hinges appropriately. AFTER INSTALLATION CARE WARNING: Industrial and/or commercial chemicals used in cleaning or sealing, as well as those chemicals contained in concrete may react negatively with the finishes on the parts of this door. This reaction may destroy the galvanization and finishes on these products resulting in future rust and void any warranties. DO NOT allow concrete or commercial/industrial chemicals/sealants to come in contact with the finishes on this door. Residential strength 409 is recommended for cleaning if necessary. PDL BUILDING PRODUCTS # 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 441070 * WAW. 0dibuildiggproducts.com O;M= ing. Subfrarne (Framed Opening) Detail for Half Wall Applications. Subframes are cut to length and set on the masonry. Existing opening 6" Face anchors are provided if the height of the masonry demands .it. Girt Line k 12 Gauge Adjustable "IL" Bracket 16 Gauge Galvanized Subframe 12 Gauge Adjustable. 111 Bracket 7$ 0" 7, V 16 Gauge Galvanized Pre -finished Door Jamb WIL Floor Line PDL BUILDING PRODUCTS • 31393 INDUSTRIAL PARKWAY • NORTH OLMSTED, OHIO 44070 0 1WNU 01buildingyroduds.com PDL I�Adk" PDL Building Products Pre -assembled Door Specifications .Door Panel CONSTRUCTION -Standard door panels will be a flush 1-3/4" leaf with each face formed of 20 or 18 gauge steel to present a completely smooth and unbroken surface on faces of door. Visible seams permitted at door edges. With 16 gauge steel channels forming the top and bottom end closures, the face panels shall be securely projection welded around their entire perimeters. Welding shall occur approximately every 7' on center. Door panels and end closures shall be manufactured of hot dip material in the 0.6 ounce (A60) coating class conforming to ASTM designations A924 and A653. The material shall be treated in the mill to insure superior prime and paint adhesion. The panels shall be securely bonded by a thermosetting adhesive to an odorless, rigid foam (nominal 1 lb. density) that is resistant to vermin, fungus, bacteria, moisture, mildew and rot. HARDWARE PREPARATIONS-Lockset locations are in accordance with ANSI/DHI Al 15.1 (mortise) and Al 15.2 (bored). The lockset reinforcement shall be 14 gauge. Hinge mortises shall be reinforced with 10 gauge steel welded in place and tapped for 1 Y2 pairs of 4 Y2" x.4 1/2" template hinges. Mortises shall extend the full width of hinge stile and filler plates shall be provided to permit installation of hinges for right or left hand swing, as specified. The 4 Y2'1 preparation sh.all accept both regular and heavyweight hinges. All door panels shall be prepared with a 12 gauge closer reinforcement, which will accept most regular and parallel arm applications. When called for on drawings, or otherwise specified, doors shall be prepared with 14 gauge reinforcements for panic devices and push-pull plates. Door Frame CONSTRUCTION -Frames shall be formed of 16 gauge steel. Headers and jambs shall have self -aligning slots and tabs for secure locking of the assembly. Headers to be equipped at each joint with 18 gauge channel -shaped reinforcements. All corners shall present neat butt joints. All stop heights are 5/8". All. frame returns are 7/16". All frame members shall be manufactured of hot dip material in the 0.6 -ounce (A60) coating class conforming to ASTM A924 and A653. The material shall be treated in the mill to insure superior prime and paint adhesion. PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY e NORTH OLMSTED, OHIO 44070 o WWKydIbuiIdingpr_qduds&gm 12 GA. 10 000 -0 07 61/2" 8". 8-1/2" 9-1/2" ID V 16 GA. GALIL --t 5 3/4" 0 0 0 PROJECT INFORMATION 0 0 0 0 1 SCALE: N.T.S. J L 0 STORE NO. 13 -SAN 0 f DESIGN BY: iwm 10 0 01 1 L------------ J 10 0 01 ANCHORS SCREWED II I TO JAMS NTH #10 1-1/4" TEK SCREWS. II BOTH ANCHORS SHOULD BE ATTACHED FLUSH WITH ENDS AND CENTERED 1. IN JAMB PRIOR TO SHIPPING. 16 Gauge Galvanized Subjamb Standard Sizes (To Match Girt Depth) 6-1/2", 8", 8-1/2", 9-1/2" Bottom Anchor Detail (Part of Subjamb) POL SuNdin, Pmducft PRE -ASSEMBLED METAL WALL DOOR INSTALLATION GUIDE GENERAL PRE -INSTALLATION NOTE DO NOT REMOVE the screws holding the door leaf closed until the door is completely installed. These screws assist in holding the door/frame square during the installation process. Removing the screws may result in operation problems of the door. KEYS, ANCHORS, FASTENERS, & INSTRUCTIONS for this door are located in the box marked "Keys & Fasteners" enclosed in crate. INSTALLATION STEPS 1. After uncrating the door, position it under the girt with the outside edge of the threshold flush with the edge of the concrete. The extended header should be up against the outside face of the girt. 2. PLUMB AND SQUARE DOOR UNIT. Check the gap between the top of door and header. It MUST be consistent. 3. When the door is plumb, secure the door header to the face of the girt with (2) self -drilling screws. These screws can be removed later if they should interfere with the sheeting or trim. 4. Anchor the door to the floor with the base clips and the (4) anchor bolts provided. 5. Back out the screws holding the top jamb clips and slide clips up to wall girt. Attach clip to wall girt using the self -drilling tek screws provided, 6. Remove screws holding door leaf shut and check for proper operation, 7. Anchor threshold to floor using (3) anchors provided. Caulking of threshold is required. 8. Adjust weather-stripping and sweep to eliminate light leaks by backing out screws slightly, make adjustment, and retighten screws. ADJUSTMENTS and OPERATION 1. Check frame to ensure unit is PLUMB AND SQUARE. If Door System is NOT PLUMB AND SQUARE it may affect operational functions of the hardware. 2. Check floor level at each jamb. Shim under jamb needing adjustment. 3. If gap around door is unequal, shim hinges appropriately. AFTER INSTALLATION CARE WARNING: Industrial and/or commercial chemicals used in cleaning or sealing, as well as those chemicals contained in concrete may react negatively with the finishes on the parts of this door. This reaction may destroy the galvanization and finishes on these products resulting in future rust and void any warranties. DO NOT allow concrete or commercial/industrial chemicals/sealants to come in contact with the finishes on this door. Residential strength 409 is recommended for cleaning if necessary. PDL BUILDING PRODUCTS # 31393 INDUSTRIAL PARKWAY * NORTH OLMSTED, OHIO 441070 * WAW. 0dibuildiggproducts.com O;M= ing. Subfrarne (Framed Opening) Detail for Half Wall Applications. Subframes are cut to length and set on the masonry. Existing opening 6" Face anchors are provided if the height of the masonry demands .it. Girt Line k 12 Gauge Adjustable "IL" Bracket 16 Gauge Galvanized Subframe 12 Gauge Adjustable. 111 Bracket 7$ 0" 7, V 16 Gauge Galvanized Pre -finished Door Jamb WIL Floor Line PDL BUILDING PRODUCTS • 31393 INDUSTRIAL PARKWAY • NORTH OLMSTED, OHIO 44070 0 1WNU 01buildingyroduds.com PDL I�Adk" PDL Building Products Pre -assembled Door Specifications .Door Panel CONSTRUCTION -Standard door panels will be a flush 1-3/4" leaf with each face formed of 20 or 18 gauge steel to present a completely smooth and unbroken surface on faces of door. Visible seams permitted at door edges. With 16 gauge steel channels forming the top and bottom end closures, the face panels shall be securely projection welded around their entire perimeters. Welding shall occur approximately every 7' on center. Door panels and end closures shall be manufactured of hot dip material in the 0.6 ounce (A60) coating class conforming to ASTM designations A924 and A653. The material shall be treated in the mill to insure superior prime and paint adhesion. The panels shall be securely bonded by a thermosetting adhesive to an odorless, rigid foam (nominal 1 lb. density) that is resistant to vermin, fungus, bacteria, moisture, mildew and rot. HARDWARE PREPARATIONS-Lockset locations are in accordance with ANSI/DHI Al 15.1 (mortise) and Al 15.2 (bored). The lockset reinforcement shall be 14 gauge. Hinge mortises shall be reinforced with 10 gauge steel welded in place and tapped for 1 Y2 pairs of 4 Y2" x.4 1/2" template hinges. Mortises shall extend the full width of hinge stile and filler plates shall be provided to permit installation of hinges for right or left hand swing, as specified. The 4 Y2'1 preparation sh.all accept both regular and heavyweight hinges. All door panels shall be prepared with a 12 gauge closer reinforcement, which will accept most regular and parallel arm applications. When called for on drawings, or otherwise specified, doors shall be prepared with 14 gauge reinforcements for panic devices and push-pull plates. Door Frame CONSTRUCTION -Frames shall be formed of 16 gauge steel. Headers and jambs shall have self -aligning slots and tabs for secure locking of the assembly. Headers to be equipped at each joint with 18 gauge channel -shaped reinforcements. All corners shall present neat butt joints. All stop heights are 5/8". All. frame returns are 7/16". All frame members shall be manufactured of hot dip material in the 0.6 -ounce (A60) coating class conforming to ASTM A924 and A653. The material shall be treated in the mill to insure superior prime and paint adhesion. PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY e NORTH OLMSTED, OHIO 44070 o WWKydIbuiIdingpr_qduds&gm 12 GA. 10 000 -0 07 61/2" 8". 8-1/2" 9-1/2" ID V 16 GA. GALIL --t 5 3/4" 19 CL ANCHORS SCREWED TO JAMB WITH #10 1-1/4" TEK SCREWS. BOTH ANCHORS SHOULD BE ATTACHED FLUSH WITH ENDS AND CENTERED IN JAMB PRIOR TO SHIPPING. ADJUSTABLE ANCHOR AT SUBJAMB PDL BUILDING PRODUCTS 9 31393 INDUSTRIAL PARKWAY v NORTH OLMSTED, OHIO 44070 o W.WVV.i)dlbtjildinaprod-ucta.-Qom MOLPOL Illuild1h9 ra P"Wwft HARDWARE PREPARATIONS -Hinge jambs shall be mortised and reinforced with 10 gauge steel welded in place and tapped for 1 1/2 pairs of 4 W x 4 Y2" template hinges. Hinge reinforcements shall be covered with a welded -in steel plaster guard. Strike jambs shall be mortised and reinforced to receive an ANSUDHI All 5.1 strike (4 7/8" Universal) or optional 2 9/4 Strike jambs shall be prepared to receive three mutes. Painted Finish The door panels and frames shall be chemically cleaned and treated with a Bonderite chemical. They are then given a heavy coat of electrostatic - applied finish paint that is baked on. The finish paint shall be a durable formulation, providing good resistance to both mar and abrasion tests. Weather and chemical resistance shall be a property of the finish. The finish is in accordance with the ANSI/SDI Standard A224.1 Subframinc i (if required for installation) The subframing creates a framed opening and consists of two galvanized steel 16 gauge C -channels that matches the girt depth for the building. They shall be factory installed and can be prepared to meet most any application (curbs, wainscot), For masonry applications, wire anchors will be provided in lieu of the subframing, or in the case of finished openings, the door frames can be prepared with existing opening anchors. Standard Hardware & Components The THRESHOLD is factory installed, is 5 3W wide (matches frame depth) and is an extruded aluminum. It is saddle shaped not exceeding Y2" in height which meets ADA requirements. The HINGES are factory installed and shall be 1 Y2 pair, 4 Y2" x 4 1/2five knuckle, two ball bearings, with a non -rising removable pin. They are a template standard weight with a US26D (Satin Chrome) finish. The LOCKSET is factory installed and shall be a heavy duty commercial Grade 2 cylindrical lever with a US26D (Satin Chrome) finish having a 2 %" backset. The lockset complies with ANSI A156.2, Series 4000, Grade 2. The function on the lockset is an entrance function (Function #116, ANSI #1781). The WEATHERSEAL is factory installed onto the two jambs and header. It is adjustable and is composed of an extruded aluminum with an extra large QIon Kurf bulb. 2 0 84 L UMBER 1H 019 ROUTE 519 113TY FOUR, PA 1533 (724) 228-3636 Existing Opening Anchor Detail For Metal Wall Application An ZPT.# D-14195 NYLON (PLASTIC) PLUG SNAP IN COMPLETED OPENING ANCHOR USED WITH EXISTING WALL CONDITIONS. DRILL A 25/320 HOLE IN SOFFIT AND ALIGN THE ANCHOR. USE A DYNA-BOLT OR A BOLT INTO A STEEL EXPANSION SHIELD. INSTALL A PLASTIC PLUG To COVER THE HOLE. Assembly Screws not Shown Jamb PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY - NORTH OLMSTED, OHIO 44070 - VWWV.pdIbuiIdinapMdq4s.qo1Li SuildbW Produeft The DOOR SWEEP is factory installed and is composed of an extruded aluminum with a heavy-duty vinyl insert. It is also adjustable and incorporates a drip cap that weeps water away from the threshold. The SUBFRAME CLIPS are factory installed, adjustable and are composed of 12 gauge galvanized steel. There are two per door. All of the FASTENERS required for the installation of the pre -assembled door are included in the standard package. The fasteners included are (4) Y2" x 2 %" hex head sleeve anchors, (3) 1/4" x 2" flat head sleeve anchors and (18) #10 x 1" hex head tek screws. Packaging The entire door system is packaged in a heavy-duty wooden crate that has been adapted for forklift handling. A bubble packet on the door includes instructions on the lockset and closer (if applicable), all the fasteners required for installation, keys for the lockset and three hinge shims. Conformance Standards e.* The galvanized doors and frames comply with ASTM A924 general requirements for steel sheet metallic coated by the hot -dip process (formally ASTM A525). 43 Lockset preparation on door leafs shall be manufactured in accordance with ANSI/DHI Al 15.1 (mortise) and Al 15.2 (bored). The strike edge of all door leafs shall be prepared for ANSI/DHI Al 15.1 strike (4 7/8" Universal). The strike jambs shall be mortised and reinforced to receive an ANSI/DHI Al 15.1 strike (4 7/8" Universal). REVISIONS 0 0 0 PROJECT INFORMATION 0 0 I 0 I 0 DESCRIPTION SCALE: N.T.S. _J L 0 0 0 STORE NO. 13 -SAN SHEET NO. A 11 8 ]H f DESIGN BY: iwm 0 DATE: 3-28-07 10 0 01 1 L. -_ ------.---- J 19 CL ANCHORS SCREWED TO JAMB WITH #10 1-1/4" TEK SCREWS. BOTH ANCHORS SHOULD BE ATTACHED FLUSH WITH ENDS AND CENTERED IN JAMB PRIOR TO SHIPPING. ADJUSTABLE ANCHOR AT SUBJAMB PDL BUILDING PRODUCTS 9 31393 INDUSTRIAL PARKWAY v NORTH OLMSTED, OHIO 44070 o W.WVV.i)dlbtjildinaprod-ucta.-Qom MOLPOL Illuild1h9 ra P"Wwft HARDWARE PREPARATIONS -Hinge jambs shall be mortised and reinforced with 10 gauge steel welded in place and tapped for 1 1/2 pairs of 4 W x 4 Y2" template hinges. Hinge reinforcements shall be covered with a welded -in steel plaster guard. Strike jambs shall be mortised and reinforced to receive an ANSUDHI All 5.1 strike (4 7/8" Universal) or optional 2 9/4 Strike jambs shall be prepared to receive three mutes. Painted Finish The door panels and frames shall be chemically cleaned and treated with a Bonderite chemical. They are then given a heavy coat of electrostatic - applied finish paint that is baked on. The finish paint shall be a durable formulation, providing good resistance to both mar and abrasion tests. Weather and chemical resistance shall be a property of the finish. The finish is in accordance with the ANSI/SDI Standard A224.1 Subframinc i (if required for installation) The subframing creates a framed opening and consists of two galvanized steel 16 gauge C -channels that matches the girt depth for the building. They shall be factory installed and can be prepared to meet most any application (curbs, wainscot), For masonry applications, wire anchors will be provided in lieu of the subframing, or in the case of finished openings, the door frames can be prepared with existing opening anchors. Standard Hardware & Components The THRESHOLD is factory installed, is 5 3W wide (matches frame depth) and is an extruded aluminum. It is saddle shaped not exceeding Y2" in height which meets ADA requirements. The HINGES are factory installed and shall be 1 Y2 pair, 4 Y2" x 4 1/2five knuckle, two ball bearings, with a non -rising removable pin. They are a template standard weight with a US26D (Satin Chrome) finish. The LOCKSET is factory installed and shall be a heavy duty commercial Grade 2 cylindrical lever with a US26D (Satin Chrome) finish having a 2 %" backset. The lockset complies with ANSI A156.2, Series 4000, Grade 2. The function on the lockset is an entrance function (Function #116, ANSI #1781). The WEATHERSEAL is factory installed onto the two jambs and header. It is adjustable and is composed of an extruded aluminum with an extra large QIon Kurf bulb. 2 0 84 L UMBER 1H 019 ROUTE 519 113TY FOUR, PA 1533 (724) 228-3636 Existing Opening Anchor Detail For Metal Wall Application An ZPT.# D-14195 NYLON (PLASTIC) PLUG SNAP IN COMPLETED OPENING ANCHOR USED WITH EXISTING WALL CONDITIONS. DRILL A 25/320 HOLE IN SOFFIT AND ALIGN THE ANCHOR. USE A DYNA-BOLT OR A BOLT INTO A STEEL EXPANSION SHIELD. INSTALL A PLASTIC PLUG To COVER THE HOLE. Assembly Screws not Shown Jamb PDL BUILDING PRODUCTS - 31393 INDUSTRIAL PARKWAY - NORTH OLMSTED, OHIO 44070 - VWWV.pdIbuiIdinapMdq4s.qo1Li SuildbW Produeft The DOOR SWEEP is factory installed and is composed of an extruded aluminum with a heavy-duty vinyl insert. It is also adjustable and incorporates a drip cap that weeps water away from the threshold. The SUBFRAME CLIPS are factory installed, adjustable and are composed of 12 gauge galvanized steel. There are two per door. All of the FASTENERS required for the installation of the pre -assembled door are included in the standard package. The fasteners included are (4) Y2" x 2 %" hex head sleeve anchors, (3) 1/4" x 2" flat head sleeve anchors and (18) #10 x 1" hex head tek screws. Packaging The entire door system is packaged in a heavy-duty wooden crate that has been adapted for forklift handling. A bubble packet on the door includes instructions on the lockset and closer (if applicable), all the fasteners required for installation, keys for the lockset and three hinge shims. Conformance Standards e.* The galvanized doors and frames comply with ASTM A924 general requirements for steel sheet metallic coated by the hot -dip process (formally ASTM A525). 43 Lockset preparation on door leafs shall be manufactured in accordance with ANSI/DHI Al 15.1 (mortise) and Al 15.2 (bored). The strike edge of all door leafs shall be prepared for ANSI/DHI Al 15.1 strike (4 7/8" Universal). The strike jambs shall be mortised and reinforced to receive an ANSI/DHI Al 15.1 strike (4 7/8" Universal). REVISIONS NEW FA L ZA %_/.1J_JITY DOOR DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. ID T-1 CITY OF SANFO111.1 ]DRAWN SEMINOLE COUNTY, FLORIDA I PROJECT INFORMATION 0 1 DATE DESCRIPTION SCALE: N.T.S. JOB NO. 13 -SAN STORE NO. 13 -SAN SHEET NO. A 11 8 ]H f DESIGN BY: iwm BY: J A DATE: 3-28-07 MULIPLE BAYS AS REQUIRED o $ - C/L 48" MAX. C/L U 0 MULLION SPACING O46 114" Y a DLO DLO " DL❑ a a M M co Z 6 ® 1 1 a LL .- OD 4 3 3 MA h 9 3 r2 I- A 4 10 i „ , a T---------- w W o ____-___ A 5 3 as 01 7 �� /�� 20 1/8.1 (� 3 _ 120 1/0 3" GLAZING SCHEDULE DADE CTY. PA aC AISI - 1022 GLAZING TYPE MAXIMUM SIZE (LITE OPENING) ® = 3/16" HEAT STRENGTHENED GLASS 14.6 SQUARE i /Z 1/4" TEMPERED GLASS 29.7 SQUARE FEET © = 1/4'" HEAT STRENGTHENED GLASS 18.9 SQUARE FEET PRODUCT APPROVAL WITH WOOD SUBSTRATE. §a H - AISI - 1010 P. D. BOX 516 JONESBORO' GEORGIA 30236 ONLY o DOW CORNING 795 DLO 1 3/4 DLO IIIIIII�\pYY11[-+�r p ARCHITECTURAL PRODUCTS '� 1 1 R a BOX 516 3 _ I 0.09Q" JOPHONE a GEORGIA 841 PHONE (7701 478-8B4t (TYP.) ALL FRAMING MATERIAL IS FAX (7701 603-4558 SILL 6063-75 ALUMINUM ALLOY DEscA)Pnw DADE COUNTY CERTIFICATION 028-598 TYPICAL DETAILS 00 450-126 PROTOCOL PA 202-94 \ TRIFAB 450 - SCREW SPLINE (15. KSI N) THIS DRAWING IS FOR DADE COUNTY PRODUCT APPROVAL ONLY �� BJME "IL -2-96 PHONE (770) 478-8841 304 STAINLESS STEEL 1/4-20 SELF TAPPING STEEL VARIES SEE ELEVATION 027-077 12.7 KSI Fv FAX ( 770) 603-4558 - N a V DCsZT[m DADE COUNTYCERTIFICATION 12-2-96 STAINLESS STEEL RECESSED PAN HEAD THREAD FORMING VARIES SEE ELEVATION 7J702u- SCREW - TYPE Al TYPICAL ELEVATIONPROTOCOL 3" � 3" PA 202-94 DC RECESSED PAN HEAD THREAD FORMING SPLINE SCREW 3" I 20 1/8" 20 1 is 0 118" 20 1/8" 20 1 8" 20 1 8" I 3"' ---(TYP.) O �I IIS p 00 450-126 3" LONG @ ANCHOR LOCATIONS (TYP.) ? 450-001 028-856 F450-126 DOW CORNING 795 (TVP,) PERIMETER SCREWSCi .090"FLASHING ATTACHMENT SCREWS 450-001027-074 EPDM d GASKET (TYP.) � 3 1 1/4" GLASS HEAD 4 1/2" TYPICAL THIS SHEET H s 3/4.. DLO 450-004 1 /4" F.W. a a _ � r~ N^ 0 o a 0. D. � 4 o 450-011 A fs a0. \a 2 O Q \ O 1 0 4 / :,/ 4 �J 'a4�' '�' '� Q n< Xc HOR12. MULLION 0.090" 450-013 24" I 24"� T 2411 T 24" 24" I (TVP.) � -1 P 028-856 w la 4 3L_J N d N MAX. MAX. MAX. MAX. MAX. MAX. ? $ - - N d o --- ---_ A - ❑9�', / 8 3 3 ❑PP. A � .. (TVP.) 450-002 4 3 3 � � � PERIMETER FASTENER LOCATIONS � .. � o o.oso" � - FASTENER SCHEDULE a 0PROVED AS COMPLYING WITH M TM�°02`01"G 1°eOAT FLORID ELEVATION BY ' PRODU TCONTROLDIVISION BUILDIN CODE COAiPLIANI OFA # Ot-0124 11 CEPTANCENO 0I -012y, DESIGN PRESSURE _ +53/-60 PSF GLAZING SCHEDULE DADE CTY. PA aC AISI - 1022 GLAZING TYPE MAXIMUM SIZE (LITE OPENING) ® = 3/16" HEAT STRENGTHENED GLASS 14.6 SQUARE FEET ® = 1/4" TEMPERED GLASS 29.7 SQUARE FEET © = 1/4'" HEAT STRENGTHENED GLASS 18.9 SQUARE FEET a 0PROVED AS COMPLYING WITH M TM�°02`01"G 1°eOAT FLORID ELEVATION BY ' PRODU TCONTROLDIVISION BUILDIN CODE COAiPLIANI OFA # Ot-0124 11 CEPTANCENO 0I -012y, Liberty BUILDING SYSTEMS A BluleScope Steel Company 5740 Stage Road Bartlett, TN 38134 March 21, 2007 loll Free: (877) 505-4596 Local: (901) 372-12227 Fax: (901)372-1341 Www LibertyBuildings.com Iain Lake Pierce Hardy Limited Partnership 1019 Rt. 519, Bldg. #5 Eighty Four, PA 15330 Job Number: 022875A, B, C, D & E Location : 3050 Mellonville Ave. Sanford, FL Dear Sir: This is to certify that all buildings for the project specified above provided by Liberty Building Systems are designed to accept field located doors and windows as shown on the architectural plans. Field located door fi=es should be attached to the girt at elevation 71-6". All girts below 7'-6" can be cut and then attached to the doorjambs with bolted or welded clips. The field located windows should be Iocated between the girts. David Ryon Hil License Na. 59692 5740 Stage Road Barliett, TNI 38134 Sincerely, David Ryan Hill, PE n.,FJ�p7 - .w NUMBER DESIGN PRESSURE _ +53/-60 PSF DESCRIPTION SUBSTRATE DADE CTY. PA aC AISI - 1022 1/4- TAPCON CONCRETE (3000 PSI) 1_1/2" SEE ELEVATION - AISI - 1022 CMU 1/4- TAPCON (I Soo PSI) IIIIIIIIawI leer THIS DRAWING IS FOR IIIIII1Kav !14 WOOD SCREW p0TEf1�1{RIfk1 n �( (((L 1 Icer THIS DRAWING IS FOR ARCHITECTURAL PRODUCTS DADE COUNTY - AISI - 1010 REQUIRED FOR MULLION ANCHORAGE �. PRO C ONTROLDIVISION BUILDING CODE COMPUANCE OFFICI ACCEPTANCE N0. PRODUCT APPROVAL WITH WOOD SUBSTRATE. §a H - AISI - 1010 P. D. BOX 516 JONESBORO' GEORGIA 30236 ONLY o DOW CORNING 795 DLO 1 3/4 DLO IIIIIII�\pYY11[-+�r p ARCHITECTURAL PRODUCTS '� 1 1 R a BOX 516 3 _ I 0.09Q" JOPHONE a GEORGIA 841 PHONE (7701 478-8B4t (TYP.) ALL FRAMING MATERIAL IS FAX (7701 603-4558 SILL 6063-75 ALUMINUM ALLOY DEscA)Pnw DADE COUNTY CERTIFICATION 028-598 TYPICAL DETAILS 00 450-126 PROTOCOL PA 202-94 \ TRIFAB 450 - SCREW SPLINE (15. KSI N) THIS DRAWING IS FOR DADE COUNTY PRODUCT APPROVAL ONLY �� BJME "IL -2-96 PHONE (770) 478-8841 304 STAINLESS STEEL 1/4-20 SELF TAPPING STEEL VARIES SEE ELEVATION 027-077 12.7 KSI Fv FAX ( 770) 603-4558 - N a V DCsZT[m DADE COUNTYCERTIFICATION 12-2-96 STAINLESS STEEL RECESSED PAN HEAD THREAD FORMING VARIES SEE ELEVATION 7J702u- SCREW - TYPE Al TYPICAL ELEVATIONPROTOCOL #112 K 1 1/8" TYPE 1 CROSS PA 202-94 DC RECESSED PAN HEAD THREAD FORMING SPLINE SCREW Liberty BUILDING SYSTEMS A BluleScope Steel Company 5740 Stage Road Bartlett, TN 38134 March 21, 2007 loll Free: (877) 505-4596 Local: (901) 372-12227 Fax: (901)372-1341 Www LibertyBuildings.com Iain Lake Pierce Hardy Limited Partnership 1019 Rt. 519, Bldg. #5 Eighty Four, PA 15330 Job Number: 022875A, B, C, D & E Location : 3050 Mellonville Ave. Sanford, FL Dear Sir: This is to certify that all buildings for the project specified above provided by Liberty Building Systems are designed to accept field located doors and windows as shown on the architectural plans. Field located door fi=es should be attached to the girt at elevation 71-6". All girts below 7'-6" can be cut and then attached to the doorjambs with bolted or welded clips. The field located windows should be Iocated between the girts. David Ryon Hil License Na. 59692 5740 Stage Road Barliett, TNI 38134 Sincerely, David Ryan Hill, PE n.,FJ�p7 - .w NUMBER MATERIAL DESCRIPTION SUBSTRATE MIN. EMBEDMENT MAX. SPACING - AISI - 1022 1/4- TAPCON CONCRETE (3000 PSI) 1_1/2" SEE ELEVATION - AISI - 1022 CMU 1/4- TAPCON (I Soo PSI) 1-1/2" SEE ELEVATION SOUTF`FI�O�ID�B){ILCuyC ODE DATE Mp TUJ IIIIII1Kav !14 WOOD SCREW p0TEf1�1{RIfk1 n �( (((L 1 Icer THIS DRAWING IS FOR DENOTES ADDITIONAL FASTENERS WOOD (GR 2) 1-1/2- SEE ELEVATION - AISI - 1010 REQUIRED FOR MULLION ANCHORAGE �. PRO C ONTROLDIVISION BUILDING CODE COMPUANCE OFFICI ACCEPTANCE N0. JONESBORO'GEORGIA 30236 WITH WOOD SUBSTRATE. §a H - AISI - 1010 1/4-20 TEK OR EQUAL - STEEL VARIES SEE ELEVATION o DOW CORNING 795 DLO 1 3/4 DLO IIIIIII�\pYY11[-+�r p ARCHITECTURAL PRODUCTS '� 1 1 R a BOX 516 3 _ I 0.09Q" JOPHONE a GEORGIA 841 PHONE (7701 478-8B4t (TYP.) ALL FRAMING MATERIAL IS FAX (7701 603-4558 SILL 6063-75 ALUMINUM ALLOY DEscA)Pnw DADE COUNTY CERTIFICATION 028-598 TYPICAL DETAILS 00 450-126 PROTOCOL PA 202-94 \ TRIFAB 450 - SCREW SPLINE (15. KSI N) THIS DRAWING IS FOR DADE COUNTY PRODUCT APPROVAL ONLY �� BJME "IL -2-96 - - 304 STAINLESS STEEL 1/4-20 SELF TAPPING STEEL VARIES SEE ELEVATION 027-077 12.7 KSI Fv SCALE FULL N a #110 X 1" TYPE 1 CROSS --0.090 028-598 STAINLESS STEEL RECESSED PAN HEAD THREAD FORMING VARIES SEE ELEVATION SCREW - TYPE Al 3/16" GLASS #112 K 1 1/8" TYPE 1 CROSS 028-856 CARBON STEEL RECESSED PAN HEAD THREAD FORMING SPLINE SCREW O Jo SCREW - TYPE AB OF 5 - SCALE V • V-0- 2 OF 5 SCALE FULL APPROVED AS COMPLYING WITH THE REVISIONS H S APPROVED AS COMPLYING WITHTH N a� APPROVED AS COMPLYING WITH THE_ F�U1Lh01N (ODE i i -- ____ VERT. MULLIpN 450-004 SOUTF`FI�O�ID�B){ILCuyC ODE DATE Mp TUJ IIIIII1Kav STORE NO. 13—SAN p0TEf1�1{RIfk1 n �( (((L 1 Icer THIS DRAWING IS FOR 3" LONG @ ANCHOR LOCATIONS (TVP.) RY 027-077 PRO CT •ONTROLOIVISI BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE N0.01-0) 2y, 11 - �. PRO C ONTROLDIVISION BUILDING CODE COMPUANCE OFFICI ACCEPTANCE N0. JONESBORO'GEORGIA 30236 C14 450-003 O p (Da 0.090" O O 450-037 CJ (TYP.) §a H THIS DRAWING IS FOR DADE COUNTY PRODUCT APPROVAL ONLY 1111111Kawneer ARCHITECTURAL PRODUCTS P. a BOX 516 JONESBORO. GEORGIA 30236 PHONE (770) 478-8841 FAX (770) 603-4558 1rscAlPno( DADE COUNTY CERTIFICATION FASTENERS/HARDWARE PROTOCOLS PA 202-94 .-_ _2- „-• - OEEW lOTIM DADE COUNTY CERTIFICATION o DOW CORNING 795 DLO 1 3/4 DLO IIIIIII�\pYY11[-+�r p ARCHITECTURAL PRODUCTS '� 1 1 R a BOX 516 3 _ I 0.09Q" JOPHONE a GEORGIA 841 PHONE (7701 478-8B4t (TYP.) ALL FRAMING MATERIAL IS FAX (7701 603-4558 SILL 6063-75 ALUMINUM ALLOY DEscA)Pnw DADE COUNTY CERTIFICATION 028-598 TYPICAL DETAILS 00 450-126 PROTOCOL PA 202-94 \ TRIFAB 450 - SCREW SPLINE THIS DRAWING IS FOR DADE COUNTY PRODUCT APPROVAL ONLY �� BJME "IL -2-96 DIIAYN Pr Dna JME 12-2-96 DRV4 N0. s"[Er J702 j7,)2 .0wc " N° J702 -DC OF 5 - SCALE V • V-0- 2 OF 5 SCALE FULL MORIZ. MULLION APPROVED AS COMPLYING WITH THE REVISIONS H PROJECT INFORMATION 0.090 N a� OPENING i i >t a IIIIII1Kav STORE NO. 13—SAN I 00450-126 1 Icer THIS DRAWING IS FOR 3" LONG @ ANCHOR LOCATIONS (TVP.) (TYP.) 027-077 PRODUCT APPROVAL JONESBORO'GEORGIA 30236 II §a H 450-001 028-856 OEEW lOTIM DADE COUNTY CERTIFICATION JE SEALANT d A I 1 DOW CORNING 795 (TYP.) 027-077 020285074 SCALE FULL N a °" --0.090 450-126 3/16" GLASS — — 0.090" -- 3/ 16" GLASS O Jo o T ---(TYP.) ----n 0.080" 1/4" GLASS o 00 C: 450-001 ------- -- o b 027-077 EPDM GASKET (TYP.) 450-002 027-074 EPDM GASKET (TYP.)-} 027-074 3/16" GLASS 6 - 10 APPROVED AS C: L711 :,THT 18 3/16" GLASS 450-004 -- ---- SOUTMP�Is+uryryN:,,l •;CODE 4 1/2" 027-074 027-074—'--' 27-074 -- HEAD VERT. MULLION DATE G T 9 � 027-077 1 3/4" DLO JAMB N., a 450--004 1/4" F.W. 450-003 u BUILDING CODE COMPLIANCE OFFli 027-074 O.D. O o N^ LD a O 027-077 - ACCEPTANCE NODI -0124.11 oW o 450-011 (TYP.) o o = DOW CORNING 795 IIIIIIIKawneer 'd- M DLO 1 3/4" DLO THIS DRAWING IS FOR kt 4 MORIZ. MULLION APPROVED AS COMPLYING WITH THE REVISIONS H PROJECT INFORMATION 0.090 N a� OPENING 450-013 >t a IIIIII1Kav STORE NO. 13—SAN N u 1 Icer THIS DRAWING IS FOR (TYP.) 027-077 PRODUCT APPROVAL JONESBORO'GEORGIA 30236 ONLY §a H ORNING 795 OEEW lOTIM DADE COUNTY CERTIFICATION JE SEALANT TYPICAL DETAILS A PROTOCOL PA 202-94 J702 -DC 450-037 020285074 SCALE FULL N a °" 2 3/16" GLASS O Jo ---(TYP.) ----n 0.080" 1/4" GLASS .. 450-002 3/16" GLASS 10 APPROVED AS C: L711 :,THT 18 450-004 -- ---- SOUTMP�Is+uryryN:,,l •;CODE 027-074 027-074—'--' 27-074 -- VERT. MULLION DATE G T 027-077 11Y PROD .T NIROLDIVISION N., a 450-003 BUILDING CODE COMPLIANCE OFFli _J O 0.090' O ACCEPTANCE NODI -0124.11 0— 450-037 (TYP.) o o = DOW CORNING 795 IIIIIIIKawneer 'd- DLO 1 3/4" DLO THIS DRAWING IS FOR PRODUCTS DADE COUNTY _— - 7,ARCHITECTURAL 1 0.090" PRODUCT APPROVAL I (TVP.) J13NESBORO, GEORGIA 30236 .PHONE (7701 478-8841 603-4558 ONLY S I LL ALL FRAMING MATERIAL IS FAX (770) DESCRIPTI(N WA. DY OATC 6063-75 ALUMINUM ALLOY DADE COUNTY CERTIFICATION JME 12-2-96 TYPICAL DETAILS pPV6 ") 450-121 PROTOCOL PA 202-•94 J702 -DC 1 TRIFAB 454 ---SCREW SPLINE „CEr 7O2-D04.DWG J SCALE. FULL 4 OF 5 4' St EI I— V I — SEAL OVER HEAD OF ALL FASTENERS AT SILL 0 D O Q 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 APPROVED AS COMPLYING WITH THE REVISIONS H PROJECT INFORMATION BY ' N a� OPENING BUILDING CODE COMPLIANCE OFFI >t a IIIIII1Kav STORE NO. 13—SAN N u 1 Icer THIS DRAWING IS FOR ARCHITECTURAL PRODUCTS DADE COUNTY P.O. BOX 516 PRODUCT APPROVAL JONESBORO'GEORGIA 30236 ONLY §a H ORNING 795 OEEW lOTIM DADE COUNTY CERTIFICATION JE SEALANT TYPICAL DETAILS A PROTOCOL PA 202-94 J702 -DC 450-037 „EET J702-DC5.DWG SCALE FULL FLASHING °" 2 0 D O Q 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 APPROVED AS COMPLYING WITH THE REVISIONS SOUTHjJ4k[)I BUILDING CODE D E� _ 2001 PROJECT INFORMATION BY ' N PRODU T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFI ACCEPTANCE N0. f "012y' It IIIIII1Kav STORE NO. 13—SAN SHEET NO. A19 1 Icer THIS DRAWING IS FOR ARCHITECTURAL PRODUCTS DADE COUNTY P.O. BOX 516 PRODUCT APPROVAL JONESBORO'GEORGIA 30236 ONLY PHONE (770) 478-8841 FAX (770) 603-4558 OEEW lOTIM DADE COUNTY CERTIFICATION pMYN BY GATE JNE tO-10-97 TYPICAL DETAILS PROTOCOL PA 202-94 J702 -DC TRIFAB 450 - SCREW SPLINE „EET J702-DC5.DWG SCALE FULL 5 OF 5 " 0 D O Q 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 REVISIONS NEW FACILITY WINDOW DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. do CATAPULT RD. CITY l OF SANFORD SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION N A SCALE: N.T.S. JOB NO. 13—SAN STORE NO. 13—SAN SHEET NO. A19 DESIGN BY: JWM DRAWN BY: DATE: 3-28-07 ........ Thompson Engineering Group, LLC JOB TITLE 84 Lumber Company Awning Thompson Engineering Group, LLC JOB TITLE 84 Lumber Company Awning j 725 East avenue Thompson Engineering Group, LLC Athens, Tennessee 37303 ! Ps JOB TITLE 84 Lumber Company Awning 725 East Avenue Jos tun. 018107 sHEBT tun. 725 East Avenue Athens, Tennessee 37303 JOB N0.018107 Office -A23-745-0644 Fax:423-745-8404 ___CAI_cuLATFD-$y. _C'vT _.- SH6ET NO. -......_.........._ Athens, Tefufessee 37303 Of..... 3 745-0644 Fax. -423-745.8404 ------ __._..._-. DA _ g grsQ ol.com CHECKED - T>w-- -•3f23/o7 BY DATE Ol�.ce:423-745-U644-Eax:423=7.45=$404__-.___�.._. __..�..__ NO. EIC 3922 Ematl:Tegengrs@aol.com CI�tBCKBDBv _ __ .... �___. CALCULATED BY CET DATE 3�%23%oq DATE Emaal:Tegengrs@aol.com CHECKED BY DAA - -- V. Wlnd Loads -Com onents & Clad t3 din s h560' wwwstruware.com 8� A ferrate deli n 60' wWwstrurwaro.Com Code ntKz - Kh (case 1) - 0.85 GCpi - +/-0.18 NOTE: If tributary area is greater than Seare Base pressure (qh) = 31.3 psf a = 6.111 700sf, MWFRS pressure may be used. Minimum parapet height at building perimeter - 0.0 ft L Coder. Florida Building Code 2004 -High Velocity Zone IL Occupancy: Roof Angle= 7.1 deg .Occupancy Group = B Business Type of roof - Gable III. Type of Construction: &- f GC +/- Gcpf Surface Pressure -s- 0 User Input Arer-2.78 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 92 sf Fire Rating: Roof= 0.0 hr Negative Zone 1 -1.01 -0.98 -33.8 ps -3 L6 ps -30.6 ps -32.8 ps -30.8 ps Negative Zone . -1.53 -1-38 -58.8 ps -47.9 ps -43,2 ps -54.1 ps 43.7 ps Floor = 0.0 hr Negative Zone 3 -2.36 -2.18 -86.9 ps -73.8 psi -68? ps -81.3 ps -68.8 psPositive All zones0.54 0.48 21.3 pst 16.9 psi 15.0IV. Llt+e Loads: Overhan Zone 2 Ps 19.4 ps 15.2 psRoof angle (0) 1.50 / 12 7.1 deg g -2.20 -2.20 -68.8 psi -68.8 ps -68.8 ps -68.8 ps -68.8 sRoof 0 #0 200 sf 20 psfOverhang Zone 3-2.86 -2.50 -115.7 psf -89.5 ps -78.2 ps -104.4 ps -79.5 ps 200 to 600 sf 20 psf over 600 sf 20 psf STRUCTURAL CALCULATIONS Roofs used for assembly 100 psf Walls GC +/-GC i Surtaeo Pressure st) ju?serhaut Floor 50 psf Area 10 sf 160 sf 500 sf 10 sf 100 sf 500 sf 200 sfFOR Stairs & Exitways 100 psf Negative Zone 4 -1.17 -LOf -0.90 -36.6 pst -31.6 sf -28.Balcony 100 psf 't,/� Ne ative Zone 5 P 1 ps -30.1 sg -1.44 •1.12 -0.90 -45.0 s -35.] si -2 , PMechanical N/A P P 81 psf _32,1 ps4 LUmber CQlmpany Awning Positive zone 4 & 5 1.08 0.92 0.81 33.8 pst 28.8 psf 25.3 ps 27.3 ps Partitions 20 psf Sanford, ET. Note: GCp reduced by i 0% due to roof angle <=10 deg. P r V. Wind Loads : ASCE 7 - 02 3,13 r>71 Importance Factor 1.00 qP 0.0 psf Solid Parapet Pressure ! 0 sf 100 sf 500 sf Basic Wind speed 130 mph CASE A - pressure towards building CASE A: Interior zone: 0.0 ps 0.0 ps 0.0 ps Direotionali pComer zone: M 0.0 OA tY (�) 0.85 CASE B -pressure away from building 0.0 CASE B : Interior zone 0.0 ps 0.0 ps 0.0 ps ena Roof Ht (h) 15.1 ft C 0.0 s Parapet ht above grd 0.0 ft omer zone : 0.0 0.0 a Exposure Category C Enclosure Classic; Enclosed Building RO-Dftoe ammcmm & E-Quipment Internal pressure t/-0.18 � Dist from mean roof height to centroid of Af . � 100 ft Building length (L) 120.0 ft Gust Effect Factor (G) = 0.85 Least width (B) 100.0 ft V{Z) Height of equipment (he) = 15.Q ft Base pressure z Z P (q) - 40.9 Kd psf Kh case 1 0.850 SpeecFup Crass -Section Square I Kh case 2 0.850 Directionality (Kd) 0.90 V( 44A4nd) a(de �►nwirtid) TonosrapWC Factnr (KA)' Width (D) 10.0 it Topography Flat WIZ H Type of Surface N/A h/D = 1.50 Hill Height HJ2 I gh (H) 0.0 fi H< 15fkccp C 1 J Half Hill Length (Lb) 0.0 ft : Kzt--I,0 I Square (wind along diaconal) S�uarc (wind normal to face) Actual H/Lh_ 0.00 ESCARPMENT y Cf= 1.01 Use H/Lh 0.00 Af - 10.0 sf Cf= 1.31 ! Modified Lh 0.0 ft Adjustment Factor (Adj) = 1.90 Af - 10.0 sf I From top of crest: x= 0.0 ft Vf Z� Adjustment Factor (Adj) - 1.900 j Z F qz G CfAf Adj- 31.6 Af Bldg up/down wind? downwind Speed-up F' qz G CfAf Adj- 41.0 Af i F a 316 lbs F ° 410 lbs H/Lh= 0.00 Ki = 0.000 V(Z) N x d) x(daWnwind) ^_ x/Lh = 0.00 Kz = 0.000 WI zein - 0.00 H j K3= LOW h At Mean Roof Ht: Kzt = (t+K�KzICaY�2 = 1.000 .�ql +j� AXISYMMETRJ' CAL HILL 3 J )A? Thompson Thompson Engineering Group, LLC JOB TITLE 84 Lumber Company Awning Thompson Engineering Group, LLC JOB TITLE 84 Lumber Company Awning 725 Erik Avenue 723 East Avenue Athens; Tennessee 37303 JOB No. 018107 SHEET NO. Athens, Tennessee 37303 JOB NO. 018107 SHEET NO. Oflice.423745.0644 Fax:423-745-8404 CALCULATED aY CET DATE 3/23/07,__ OfLice:423-745-0644 Fax:423-745.8404 CALCULATED BY CET ;-.-_--- _-EmaiFT-e _._....- __... ...__. __ - --- EinaihTe en - _DATE._....._... _- _ __..._._ ---.___... _ gen ol.corn- - - g grs ao .Corn CHECKED BY--i.`FiECKa:D eY DATE DATE V. WI11d Loads - Other Structures: Importance Factor - 1.00 Location O WIIId PC888itre &W Importance Effect Factor (G) - 1.02 Wind Speed 130 mph Kzt - 1.00 Exposure C ri a 2a 2a A. Solid Freestanding Walls & Solid Sims (& open signs, with lessthan 30% open) (y) {4} Height to centroid of Af (z) 12.0 It M - 18.77 Case A & B �--,---�.. Dist to to p (h) 16.0 it N = 1.83 R Ct - 1.30 Height (s) 1.8 fl MIN = 10.26 R F = qz G Cf Af = 41.5 Af Width (B) 18.8 ft Kz - 0.849 At = 10.0 sf I 1 qz - 31.2 psf F = 415 Ibs ' I 0 (1) 10 01 / , r Directionality (Kd) o.8s 5 Percent of open area j 1 I r /j _ to gross area 0.0% I I I I 1 �' /*:/ �" 'C''a• 0:5 7 degrees and Monoslope roofs Monoslope 5 3 degrees 30 < 0-,q 109 / _ B. Open Sig & Lattice Frameworks (OMnines 30% or more of arm areal Height to centroid of Af (x) 13.0 ft Kz = 0.849 71 a d a d ii f a Base pressure (qz) = 31.2 psf a Width (zero if round) 2.0 R Either width ar diameter must be zero Diameter (zero if sect) 2.0 ft D(gzy`.3 = 11.17 F = G Percent ofopen area e m 0.65 Solid Area: Ar = 10.0 sf to gross area 35.0% Directionality (Kd) 0.85 Cr - ° F ` 0 16s 0 1 CT3 �7 �I � it�`3 i I(1� I C� �I(� I C� ZDr ><�Strncenrea "! I I I 1 Height to oentrold ofAf(z) 15.0 R Kz - 0.849 ' 9 1 Cross-section I _ - r I I l I , f/ i �I Directionality (Kd) Square.90 Baso Pressure (qz) = 33.1 psf i- - - -1 � Z:r-�F/ ` t Height (h) 15.011 h/D = 15.00 ? Width (D) 1.0 ft Monoslope roofs 100 < OS 300 8 > 7 degrees8 > 7 degrees Type of Surface N/A Square (vmA along diago`al) Square wind normal to face) Cf = 1.28 Cr - 1.67 F=gzGCfAf = 43.1 Af F=q,GCrAr - 56.2 Af Af - 10.0 sf Ar = 10.0 sf I F = 431 lbs F - 562 lbs D. Trussed Towers It Height to centroid of Af (z) 15.0 R Kz = 0.849 e = 0.27 Base pressure (qz) = 36.7 psf CA09Tower Cross Section square f � � M�SimPe Ra+L (Kd) - t.2Dir(Kd)m Roundmember&co- 1.0 � 1 Sawn (wind aI0&19M LQW) 60 -am (wind normal to face) 1 Cf - 3.24 Cr m 2.70 i F-gzOCfAf - 121.3 Af F-grGCtAt - 101.1 At Solid Area: Af - 10.0 of Solid Area; At - 10.0 of F - 1213 Ida F - 1011 1100 i i 0 O Q 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 REVISIONS NEW FACILITY AWNING CALCULATIONS MELLONVILLE AVE. & CATAPULT RD. �-r ,t L7 CITY OF S�iNFUlti� SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION "� '' N A SCALE: N.T.S. JOB N0. 13 -SAN STORE NO. 13 -SAN SHEET NO. A20 DESIGN BY: JWM DRAWN BY: JAH DATE: 3-28-07 i 5t -42r 4' 1 ,r•-- SIDE ALUM PANELlb wr... GENERAL NCiTES� 3 BUTT JWNTS WITH 3 WIDE STRIPS OF .063 RED ALUM ATTACHED WITH CLEAR HIGH BOND TAPE 1, All design, detailing, fabrication, and :> construction shall conform to the following 5 —4 construction and spectficationsr ' 4-11 " a, The Florida Building Code (2004 Edition). b. American Society of Testing and Materials (ASTM) specifications. . _..... » c. Code for Welding In Building Construction of the American Welding Society. Specification for the Design.. Fabrication ' } and Erection of Structural Steel for » SEAM Duldln s by The American Institute of "' CUT ON ROUTER TABLE JOINT Steel Construction (AISC) (Current DETAIL Edition). PLAT LAYOUT OF BENT ALUM PANELS 2. Structural Steel and Plates shall be A-36. Structural tubing shall be ASTM A-500, TILT --UP CONCRETE WALL Grade B, Fy=46 ksl. Structural piping shall be ASTM A-53, Grade B, 1$�---91 Type E or S, Fy=35 ksi, unless otherwise noted. 5:---1�."8 2 —11 11a 5: — 4 ,063. PREFINISHED WHT/WHT ALUM 3, High strength bolts for connections shall be +* 1'x3' ALUM TUBE AWNING TAP ASTM A-325, unless otherwise noted. ^'"f -•.,, I]TGH FOR PLATES _ 11'x41'xhb' ALUM TUBE 4. Welding electrodes shah comply with AWS Q © D1.1--97, E70xx, 5. Design Wind Speed= _1aQ_ MPH (F.B.C.). \ALUMPLATE Feet alent b above eround. Wind Load= C a 3 Second Wind Gust) .• - DETAIL (A) S 1'x2'xX' ALUM TUBE 61 Contractor shalt verify all dimensions and conditions In the field before erection and ,� notify the Engineer of any discrepancies, ' FRONT VIEW OF AWNING Ye ALUM PLATE DETAIL S ( Cl, C2, C3) .063 ALUM PANELS "'`•.. RED-- CHECKERS RED WITH WHITE OPAQUE 651 VINYL � n 3 _1 �ALUM PLATE .063 PREFINISHED WHT/WHT lk\ALUMPLATEA DETAIL (B} ALUM PANELS FOR AWNING TOP WTAILilo SECTI A -A 1"x4*x36" "ALUM TUBE t .•,,��, NOTE V TUBE ON BOTTOM ONLY ,- AT ENDS OF AWNING FOR MOUNTING SIDE PANELS ALLiFi PLATE M �.........w.EW p AW DETAIL CA) ISOMETRIC CU �� ,) Ss: - 1. ALUM TUBE s,-6, LENM $ PERIMETER FRAMING FIa� TRI!# t- 11 � FRt� #10 PHILLIPS HEAD DEA PLATE SELF TAPPING FASTENERS .063 BENT - --�- FRONT FRAMING CHECKERS RED USED TO TO FRAME ALUM 12'-6' ABOVE GROUND LEVEL S. V-4" PANELS TO FRAME ALUM PANEL a �f i#10 PHILLIPS HEAR SELF TAPPING FASTENER r V3- L�,�Mk �� y, 11x4 i W ALUM TUBE » 3#fr o RF .090 1'X1' ALUM CLIP � q..g. 4'..^� � •-.�.._.� FAXTENED TO WALL WITH er r * TAP CONS�. � �..,em� <1''EE ISM4MIC VIE1l nV EM 13F &VbM + » • ria rs °"�vw4s' o� gu f4rDETAIL CCL)tM PLATE "x40yJj' ALUM .063 ALUM PANEL !-. e-�,• �r 4' 4s _ i►� � �s RED/WHITE r 1"r i 4i4 sus r�r .-. y PREFINISHED nas0 MUM ALUM! PLATE MAW DETAIL CCU"$ACK.....�FRAF"1INGs �.. WALL PANELS r T _......._.. _......_.... W. DETAIL, 1'xW ALUN SO TUBE $ _ »c c t3a AUN ftAX .Raa Aum KA"M Vitt! � 9� MAX$3W MX" a MO i�r�'rora�' To nArt: C REaafm V4' W9 UP ALM s PLATE 3/s, aLUX ;E "MES FM F`.— 3m IXLTS r X • ALUM TUBE 7' X 7•.X 31W +� ALUM PLATE(SEE MIAIU i; =5 4' X 41 X.1875 ALUM TUBE Si 321-V LCM31-V WO GROUND) ALL MTye. .D. Associates Inc. 1771 Industrial Road Dothan, AL 36303 84 Lumber Company Awning Sanford, FL DRAWN BY: CET T OhOWN ENGM�rl� NG DATE: X3/23/€17 ' j'o2 3 -6>1— GROUP, LL SCALE: 3/8'=1.-_0& FRAMING FLOR DA. P.& # 36539 P.O. BOX 747 PROJ.# 01814% TOP VIEW ATHENS, TN 373X. �--074'7 CARL E. THOMPSO�N', JR., P.E. (423)745-0644 owc.# EC -3922 ?LANE -St REVyyI � ; 1�� ,CITY OF O O ,UMBER 'OUTS 519�rl JR, PA 1533 228-3636 REVISIONS NEW FACILITY AWNING DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. (�I SAN Y OF SA1 VFORD SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION 0 .,.,.._... DESCRIPTION SCALE N.T.S. Thio AUJN PLATE �; JOB NO 13 -SAN SAN STORE NO. 13 -SAN SHEET NO. A21 DESIGN BY: JWM DRAWN BY: JAH DATE: 3-26-07 :, r# (4) & EYEBOLTS FOR PICKUPS k: UM PLATE :. DETAIL (B) Lj ALL MTye. .D. Associates Inc. 1771 Industrial Road Dothan, AL 36303 84 Lumber Company Awning Sanford, FL DRAWN BY: CET T OhOWN ENGM�rl� NG DATE: X3/23/€17 ' j'o2 3 -6>1— GROUP, LL SCALE: 3/8'=1.-_0& FRAMING FLOR DA. P.& # 36539 P.O. BOX 747 PROJ.# 01814% TOP VIEW ATHENS, TN 373X. �--074'7 CARL E. THOMPSO�N', JR., P.E. (423)745-0644 owc.# EC -3922 ?LANE -St REVyyI � ; 1�� ,CITY OF O O ,UMBER 'OUTS 519�rl JR, PA 1533 228-3636 REVISIONS NEW FACILITY AWNING DETAILS PRODUCT APPROVALS AND INSTALL DETAILS MELLONVILLE AVE. & CATAPULT RD. (�I SAN Y OF SA1 VFORD SEMINOLE COUNTY, FLORIDA PROJECT INFORMATION 0 1 DATE DESCRIPTION SCALE N.T.S. JOB NO 13 -SAN SAN STORE NO. 13 -SAN SHEET NO. A21 DESIGN BY: JWM DRAWN BY: JAH DATE: 3-26-07 STRUCTURE j #12 SAFETY WIRE TIED TO SAFETY WIRE SUPPORT HOLES & FASTENED TO BLDG. STRUCTURE. MINIMUM (2) HILTI CC27 CLIP OR EQUAL SAFETY WIRES PER LIGHT FIXTURE PLACED AT DIAGONAL CORNERS —% .. �� SEISMIC RESTRAINT CLIP MINIMUM (4) PER LIGHT FIXTURE, SECURELY ATTACHED TO CEILING f rte. GRID -TYPICAL LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE, TYPICAL ',.IN! �EXPOSED T -BAR CEILING NOTE: FIXTURE INSTALLATION TO COMPLY WITH ASTM C636-96 AND 1997 U.B.C. SECTION 25.213. NOTE: ALL WIRES ARE TO BE TAUT WITH A MINIMUM OF 3 TIGHT TURNS AROUND SELF - TYPICAL ORECESSED LIGHT FIXTURE SUPPORT DETA 3NOT TO SCALE METAL BLDG ROOF 4 SQ. BOX MTD. ON PURLIN 3/8" BOLT UNISTRUT EACH END OF FIXTURE ROOF PURLIN MC CABLE 3/8" BOLT WASHER / LOCK -NUT AND NUT ON BOTH SIDES CHAIN - AS FURNISHED WITH LIGHT FIXTURE STRAP ® 2'-0" O.C. CONTINUOUS UNISTRUT FIXTURE "Z" OFIXTURE "Z" MOUNTING DETAIL 2NOT TO SCALE ELECTRICAL SYMBOLS LEGEND HOME RUN TO PANEL. CIRCUIT NUMBERS, PHASE NVTRAL AND GROUND 5 3� CONDUCTORS INDICATED. ALL CONDUCTORS TO �E 12 EXCEPT WHERE NOTED. CONDUIT TO BE 1/2" OR AS NOTED ON PLANS AND SPECIFICATIONS. PARTIAL CIRCUIT - — — — - CONDUIT INSTALLED CONCEALED BELOW FLOOR SLAB OR UNDERGROUND. DC DIRECT CURRENT WIRING. (2) #12 IN 1/2" CONDUIT. O CONDUIT UP OR DOWN AS MARKED. 20A SINGLE POLE SWITCH, +3'-10" OR AS NOTED $2 DOUBLE POLE SWITCH, +3'-10" OR AS NOTED. $3 THREE-WAY SWITCHED, +3'-10" OR AS NOTED =t) 20 AMP DUPLEX RECEPTACLE, +18" OR AS NOTED WP =0 WEATHERPROOF GFI RECEPTACLE, +18" OR AS NOTED. MOUNT HORIZONTAL. DF DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER. VERIFY EXACT LOCATION AND MOUNTING HEIGHT WITH PLUMBING CONTRACTOR. ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED G G GROUND FAULT DUPLEX RECEPTACLE, +18" OR AS NOTED I TELEPHONE OUTLET, +18" WITH 1/2" CONDUIT TO ABOVE CEILING DATA OUTLET, +18" WITH 3/4" CONDUIT TO ABOVE CEILING O THERMOSTAT BY MECHANICAL CONTRACTOR, +48". RUN 1/2" CONDUIT TO ABOVE ACCESSIBLE CEILING. LIGHT FIXTURE SCHEDULE SYMBOL MANUFACTURER TAG DESCRIPTION CATALOG NUMBER LAMP VOLTAGE WATTS MOUNTING REMARKS A 2X4 FLUORESCENT TROFFER METALUX (4) F32T8 277 114 RECESSED 2GR8 -432A-120-EB81 Al 2X4 FLUORESCENT" TROFFER METALUX (2)F32T8 277 62 RECESSED 2GR8 - 232A-120 EB81 X EXIT SIGN — BY 84 LUMBER LED (INCLUDED) ------------- 277 --------- 4 --- SURFACE - XR EXTERIOR REMOTE HEAD BY 84 LUMBER (1) 8W SEALED BEAM 6V DC 8 SURFACE 3 HALOGEN' X1 EMERGENCY FIXTURE BY 84 LUMBER (2) 5AW277! 6V DC 10 UNIVERSAL INCANDESCENT X2 EMERGENCY FIXTURE BY 84 LUMBER (2)12W SEALED 2771 6V DC 30 UNIVERSAL BEAM HALOGEN Z FLUORESCENT ULTRA BAY METALUX (6) F32T8 277 186 PENDENT 2,4 2HB- 632-A- UNV- E B 82 -TC B REMARKS: I VERIFY N40UNTINGHEIGHT WITH ARCHITECT 2 SUSPEND FIXTURE FROM ROOF PURLIN, VERIFY MOUNTING HEIGHT WITH OWNER FIXTURE SHALL HAVE (1) 2 -LAMP AND (1) 4 -LAMP BALLAST FOR INBOARD - OUTBOARD SWITCHING. 3 MOUNT LIGHT FIXTURE ON EXTERIOR WALL 12" ABOVE DOOR ORAS DIRECTED BY OWNER'S REPRESENTATIVE. 4 FIXTURE SHALL OPERATE IN COLD WEATHER CONDITIONS. © LIGHTING CONTACTOR QJ JUNCTION BOX <6> D ELECTRIC OPERATED DAMPER PROVIDED BY MECHANICAL, WIRED BY ELECTRICAL = PANELBOARD, TOP 6'-0" Q DISCONNECT SWITCH Nib DISCONNECT SWITCH FURNISHED W/ EQUIPMENT (INSTALLED BY ELEC. CONTRACTOR) ® MAGNETIC STARTER FURNISHED BY MECHANICAL CONTRACTOR & INSTALLED BY ELECTRICAL CONTRACTOR. MOTOR CONNECTION ® DUCT MOUNTED SMOKE DETECTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. T MANUAL MOTOR STARTER. PROVIDE HEATING ELEMENT AS REQUIRED. ® TWIST -LOCK RECEPTACLE AS NOTED ON PLANS 0 LUNCH BELL NL NIGHT LIGHT FA FIRE ALARM NF NON-FUSED WP WEATHERPROOF +3'-10" HEIGHT ABOVE FLOOR TO CENTER LINE OF OUTLET BOX AFF ABOVE FINISHED FLOOR LIGHTING PLAN KEY NOTES ❑l MOUNT FROM STRUCTURE ABOVE. BOTTOM OF FIXTURE TO BE AT SAME ELEVATION AS LOWEST STEEL MEMBER. ❑2 MOUNT AT 10'-0" AFF. j01MAIN BUILDING PLAN 1/811=1 I-oll 36" A.F.F. 3/4" CONDUIT RUN AROUND ENTIRE PERIMETER OF RETAIL AREA FOR GONDOLA LIGHTING o.®�1KRETE OUTLET D END 9.9 O O Anderson d : �lnon-PaLb Dom PRODUCT ADVOTISING Georgia -Pacifip, (BANNER DEWALT GUARANTEED TOUGH PEG -BOARD FOR RODUCT DISPLAY FINISHED FLOOR 0RETAIL AREA WALL ELEVATION 2NOT TO SCALE OINT(a[ MINT(al REGULAR ISOLATED GROUND 2 DATA/2 TELE. RECEPTACLE RECEPTACLES RECEPTACLES 0 SALES AREA WALL BOX DETAIL 3 NOT TO SCALE JUNCTION BOX TO BE PROVIDED & CENTER OF EACH GONDOLA RUN POWER PLAN NOTES 0 ED 0 10 TR FO MER. ❑2 PROVIDE 40A/2P DISCONNECT SWITCH ON NON—REMOVEABLE PANEL. PROVIDE (2)#8 AND (1)#10 GROUND IN 3/4" CONDUIT TO PANEL A2-31,33. 37 PROVIDE 30A/3P DISCONNECT SWITCH ON NON—REMOVABLE PANEL. PROVIDE (3)#10 AND (1)#10 GROUND IN 3/4" CONDUIT TO PANEL MDP -19,21,23. I DUCT MO NTE AND INTERLOCKED SMOKE DETECTOR PROVIDED BY 0 A I C 0 0 IRE AS SHOWN. 5 PROVIDE 30A/3P, NON—FUSED, NEMA 3R DISCONNECT SWITCH. PROVIDE (3)#10 AND (1)#10 GROUND IN 3/4" CONDUIT. © SPRINKLER BELL FURNISHED BY SPRINKLER CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. 7l PROVIDE 40A/2P DISCONNECT SWITCH ON NON—REMOVEABLE PANEL. PROVIDE (2)#8 AND (1)#10 GROUND IN 3/4" CONDUIT TO PANEL 1 A2-35,37. ® 30A/1 P, 120V. NON—FUSED DISCONNECT SWITCH FOR WATER HEATER. PROVIDE 20 AMP RECEPTACLE ON SAME PLANE AS HVAC EQUIPMENT PER NEC. 10 PROVIDE 1" CONDUIT TO STORE SIGN LOCATED BY PARKING LOT ENTRANCE. VERIFY EXACT LOCATION PRIOR TO FINAL ROUTING. 11 PROVIDE 1/2" CONDUIT TO ABOVE CEILING FOR THERMOSTAT WIRING, VERIFY LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH—IN. 12 ROUTE 2" CONDUIT TO PROPERTY LINE AND VERIFY TERMINATION POINT WITH TELPHONE COMPANY. 13 REFER TO RETAIL AREA WALL DISPLAY DETAIL THIS SHEET, FOR MORE INF AT N. W4PROVIDE 30A/3P, NON—FUSED, NEMA 3R DISCONNECT SWITCH.ROVIDE (3)#10 AND (1)#10 GROUND IN 3/4 CONDUIT. 1 15 ELECTRICAL CONTRACTOR TO VERIFY WITH SPRINKLER CONTRACTOR RQUIREMENTS FOR AIR COMPRESSOR. ANU MtltN jO1MAIN BUILDING PLAN 1 /8"=1'-0" DATE: 1 1 NORTH02 12,000FT STORAGE PLAN 1 /8"=1 ' —0" NORTH 12,000FT STORAGE PLAN o 3 1/8"=1'-0" (11?Mi2PI1 W-. Awn {).S -2? --D7 '14 T;' I iw1A1,'vnn7 PANEL 'C' 15KVA TRANSFORMER PANEL 'Cl' GENERAL NOTES A. ALLOWANCES ARE TO BE INCLUDED FOR UNFORESEEN CONDITIONS THAT MAY EFFECT THE CONTRACTOR'S SCOPE OF WORK. MINOR DEVIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN ARE TO BE INCLUDED IN THAT ALLOWANCE. B. ALL CONDUIT INSTALLED INDOORS SHALL BE ELECTRICAL METALLIC TUBING (EMT), MINIMUM 1/2". CONDUCTORS SHALL BE MINIMUM #12 THHN/THWN COPPER UNLESS NOTED OTHERWISE. POWER CIRCUITS SHALL HAVE (2) #12 CONDUCTORS AND (1) #12 GROUND CONDUCTOR IN 1/2" CONDUIT, UNLESS NOTED OTHERWISE. C. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH PULL WIRE. D. RECESSED PANELBOARDS SHALL BE INSTALLED WITH A MINIMUM OF (2) 3/4" CONDUITS STUBBED UP TO ACCESSIBLE CEILING SPACE FOR FUTURE USE. E. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL CONFORMING TO N.E.C. 110.16 AND A.N.S.I. Z535.4 AS MANUFACTURED BY IDEAL OR APPROVED EQUAL. F. THE WORD "PROVIDE" HEREIN SHALL MEAN TO FURNISH AND INSTALL. G. PROVIDE GROUND WIRE IN ALL RACEWAYS. SIZE RACEWAYS AS NECESSARY TO COMPLY WITH N.E.C. H. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND DETAILS FOR THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND ANY OTHER EQUIPMENT INSTALLED IN THE CEILING SYSTEM. VERIFY EXACT MOUNTING HEIGHTS AND FINISHES WITH ARCHITECT PRIOR TO ROUGH—IN. I. COORDINATE INSTALLATION OF ELECTRICAL WORK ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION OF PLUMBING AND MECHANICAL SYSTEMS. CONDUIT RUNS SHALL BE RUN THROUGH TRUSSES WHERE POSSIBLE. J. VERIFY EXACT PLACEMENT OF ALL DEVICES SHOWN ON THE ELECTRICAL CONSTRUCTION DOCUMENTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL PLACEMENT. K. BRANCH CIRCUITS SHOWN WITH TWO GROUND CONDUCTORS SHALL HAVE ONE EQUIPMENT GROUND CONDUCTOR (GREEN) AND ONE ISOLATED GROUND CONDUCTOR (GREEN W/ YELLOW STRIP) INSTALLED IN RACEWAY. L. DEVICES LOCATED AT THE FRONT DESK AND OFFICE AREA ARE MOUNTED IN MILLWORK. VERIFY FINAL LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH—IN.- M. WHERE #10 OR LARGER CONDUCTOR IS SHOWN ON BRANCH CIRCUIT HOME RUNS ENTIRE LENGTH OF CIRCUIT IS TO BE THAT SPECIFIED WIRE SIZE. N. ELECTRICAL CONTRACTOR RESPONSIBLE FOR RECEIVING, UNLOADING AND INSTALLING I.F.S. SWITCHBOARD. UNIT MUST BE PROTECTED FROM PHYSICAL DAMAGE AND KEPT DRY AT ALL TIMES. WP 4 XR I y j10,000FT STORAGE PLAN 01 1/8„_1'_0" LIGHTING/POWER PLAN NOTES MOUNT FROM STRUCTURE ABOVE. BOTTOM OF FIXTURE TO BE AT SAME ELEVATION AS LOWEST STEEL MEMBER. 2❑ PROVIDE 20A/1P TOGGLE SWITCH FOR WAREHOUSE EXHAUST FAN CONTROL. VERIFY EXACT MOUNTING LOCATIONS WITH OWNER'S REPRESENTATIVE. 10,000 CFM WAREHOUSE EXHAUST FAN SUPPLIED BY OWNER INSTALLED BY BUILDING ERECTOR. OCATE RECEPTACLE NEAR FAN. VERIFY LOCATION WITH OWNER. di I Q PROVIDE 20A/1 P, DISCONNECT TOGGLE SWITCH. 1 © PROVIDE CEILING MOUNTED FAN—FORCED HEATER BY QMARK, CATALOG NO. QCH-1151, 120 VOLT, 1500 WATTS. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY ACCESSORIES WITH HEATER. Q7 PROVIDE LINE VOLTAGE THERMOSTAT AT 44" AFF. MAKE CONNECTIONS FOR APPROPRIATE OPERATION. ® SPRINKLER BELL FURNISHED BY SPRINKLER CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. ..............If PANEL 'B2' E) ELECTRICAL SPECIFICATIONS THE WORK INCLUDES PROVIDING NEW MATERIALS, FIXTURES, DEVICES AND DEVICES SHALL BE MANUFACTURED BY LEVITON "INDUSTRIAL SPECIFICATION ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING ELECTRICAL GRADE" OR EQUAL. ALL DEVICES AND COVER PLATES SHALL BE IVORY SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES OR COLOR. STANDARD DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, 20A, ORDINANCES AND SUBJECT TO INSPECTION. NEMA WD -2 STANDARD 5-20R, SIDE WIRED, LEVITON #5342. LIGHT COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT, SWITCHES SMALL BE 20 AMP, 120 VOLT, LEVITON #1221-2. WHERE AND WITH THE MOST RECENT EDITION OF THE CALIFORNIA ELECTRICAL CODE, SWITCHES ARE GROUPED, PROVIDE GANG PLATES. ADA, APPLICABLE SECTIONS OF OTHER NFPA, OSHA, LIFE SAFETY CODES 5,346 1 A 2 9,470 AND RECOMMENDATIONS, AND THE INTERIM AMENDMENTS IN EFFECT AT THE LIGHT FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY ELECTRICAL TIME OF THE PROPOSAL. ALL MATERIALS USED SHALL BE NEW AND SHALL CONTRACTOR ACCORDING TO U.B.C. STANDARDS, SECTION 25-2, 1994 CONFORM TO THE STANDARDS ESTABLISHED BY THE UNDERWRITERS EDITION. THE ELECTRICAL CONTRACTOR SHALL REVIEW MATERIALS AT THE LABORATORIES INCORPORATED. TIME OF DELIVERY AND IMMEDIATELY REPORT ANY DAMAGE OR MISSING 2 PIECES, THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF EMERGENCY LIGHTING SHALL HAVE A MINIMUM OF 90 MIN. BATTERY WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR ELECTRICAL WORK BACK-UP, OR AS REQUIRED BY LOCAL CODE AUTHORITY. ARE DIAGRAMMATIC, SHOWING THE LOCATION, TYPE, DEVICES AND EQUIPMENT 3,780 9 B 10 REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR MEASUREMENTS. PROVIDE ALL FIXTURES, DEVICES, ACCESSORIES, OFFSETS, MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP AND MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS EXCEEDS 3% OR 100 FEET OF LENGTH. INDICATED BY THE DESIGN AND THE EQUIPMENT FURNISHED BY OTHERS. CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEILINGS OR IN WALL OR IT FLOOR CONSTRUCTION WHERE POSSIBLE. INSTALL CONDUITS PARALLEL TO TEMPORARY SERVICES: ARRANGE FOR SOURCES OF TEMPORARY BUILDING LINES, AND TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, CONSTRUCTION SERVICES. SUCH SERVICES SHALL BE NOMINALLY 120/240 DUCTS, STRUCTURE, ETC. VOLT, SINGLE-PHASE, THREE -WIRE FROM WHICH A COMPLETE SYSTEM OF POLE TEMPORARY POWER AND LIGHTING CAN BE PROVIDED FOR ALL INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO CONSTRUCTION NEEDS. MORE THAN FOUR (4) 90 DEGREE BENDS. SECURELY FASTEN IN PLACE WITH ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. DO NOT SUPPORT UTILITIES. ANY ITEM DAMAGED BY THIS CONTRACTOR IS TO BE REPAIRED CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRES. REAM 20 CONDUIT ENDS BEFORE INSTALLATION AND THOROUGHLY CLEAN BEFORE IMMEDIATELY AND AT NO COST TO THE OWNER. INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" CONDUIT CLEAN. TERMINALS ON SWITCHES AND OUTLET SHALL NOT BE USED STANDARDS, AND WITH THE REQUIREMENTS OF THE EXISTING ROOFING TO "FEED THRU" TO THE NEXT SWITCH OR OUTLET. WARRANTY, IF APPLICABLE. DO NOT PERFORM ROOFING PENETRATIONS IN A ADJUSTING AND TESTING: ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING AND TESTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE WARRANTY. FREE FROM SHORT CIRCUITS. ELECTRICAL DESIGN HAS BEEN BASED ON THE INSTALLATION OF 75'C TOUCH-UP OR REFINISH DAMAGED SURFACES OF FIXTURES AND EQUIPMENT, CONDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT, U.L. LISTED EXPOSED TO VIEW. FOR A MINIMUM 75'C. CONDUCTORS TERMINATED ON EQUIPMENT OR DEVICES SPACE ONLY WITH A LOWER RATING (60'C) OR NO RATING SHOWN, SHALL HAVE TELEPHONE CABLE TO BE FURNISHED AND INSTALLED BY OTHERS. ALL CONDUCTOR SIZE INCREASED TO CONFORM TO CEC TABLE 310-16 AND U.L. CABLING TO BE PLENUM RATED. ELECTRICAL CONTRACTOR TO PROVIDE NEW N0, 489 REQUIREMENTS. PLYWOOD BACKBOARD FOR NEW TELEPHONE TERMINAL BOARD. COORDINATE DISCONNECT SWITCHES SHALL BE HEAVY-DUTY, QUICK -MAKE, QUICK -BREAK EXACT REQUIREMENTS WITH LOCAL TELEPHONE UTILITY REPRESENTATIVE AND TYPE, NEMA 1 ENCLOSURE FOR INDOOR LOCATIONS (NEMA 3R FOR OWNER. OUTDOOR LOCATIONS). SWITCHES SHALL BE AS MANUFACTURED BY CUTLER REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION HAMMER, SQUARE 'D', GENERAL ELECTRIC, OR SIEMEN'S (I.T.E.). PROVIDE OF LIGHTING FIXTURES AND OTHER CEILING MOUNTED EQUIPMENT. FUSES AS MANUFACTURED BY BUSSMAN, GOULD-SHAWMUT, OR LITTLE -FUSE. FOR EQUIPMENT FURNISHED BY OWNER OR OTHER CONTRACTORS; ALL CONDUCTOR TERMINALS TO BE U.L. LISTED FOR A MINIMUM OF 75'C. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOAD, TYPE OF CONNECTION AND SWITCHES USED AS SERVICE ENTRANCE EQUIPMENT TO BE U.L. LISTED AS MOUNTING HEIGHT FOR EACH BOX OR EQUIPMENT ITEM TO BE INSTALLED. "SER" RATED EQUIPMENT. ALL HARD -WIRED CONNECTIONS TO EQUIPMENT TO BE MADE WITH FLEXIBLE PANELBOARDS SHALL BE AS MANUFACTURED BY CULTER HAMMER, SQUARE LIQUID-TITE METAL CONDUIT WITH GREEN GROUND CONDUCTOR INSTALLED D, GENERAL ELECTRIC, SEIMENS OR EATON CORP. MEETING U.L. INSIDE RACEWAY. GROUND CONDUCTOR TO BE BONDED AT BOTH ENDS. STANDARDS 50 AND 67, WITH U.L. LABEL. PANELS USED AS SERVICE PROVIDE ELECTRONICALLY SHIELDED TRANSFORMER WHICH SHALL BE ENTRANCE EQUIPMENT TO BE U.L. LISTED AS "SER' RATED EQUIPMENT. ENCLOSED AND NON -VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS BREAKERS: THERMAL MAGNETIC TYPE, QUICK -MAKE, QUICK -BREAK, BOLT -IN CALLED FOR ON THE DRAWINGS AND WITH (115) DEGREE CLASS 'H' TYPE OF SINGLE UNIT CONSTRUCTION. TWO AND THREE POLE BREAKERS INSULATION AND MINIMUM OF SIX 2-1/2% TAPS. SOUND LEVEL SHALL BE SHALL BE SINGLE UNIT COMMON TRIP TYPE. BREAKERS USED AS SWITCHES LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION FOR 120V LIGHTING CIRCUITS SHALL BE APPROVED FOR THAT USE AND DAMPENING (MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND MARKED "SWD". ALL BREAKERS FOR HVAC AND REFRIGERATION EQUIPMENT SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. SHALL BE "HACR" RATED BREAKERS. BREAKERS FOR USE ON HID LIGHTING CONTACTORS SHALL BE CULTER HAMMER-CN35 AS SHOWN ON THE PLANS, TO BE MARKED "HID". ELECTRICALLY HELD, DESIGNED FOR TWO -WIRE CONTROL CIRCUIT, FULLY _SPACE -- SPACE ONLY RATED FOR ALL CLASSES OF INDUCTIVE AND NON -INDUCTIVE LOADS, AND CABINETS SHALL BE ONE PIECE CODE GAGE GALVANIZED STEEL WITH RATED FOR CONTINUOUS CAPACITY AND POWER CIRCUIT VOLTAGE NOT LESS MOUNTING STUDS, WIRING GUTTERS OF AMPLE SIZE AND KNOCKOUT FOR THAN INDICATED ON DRAWINGS. PROVIDE WITH NUMBER OF POLES CONDUIT CONNECTIONS AS REQUIRED. BUS BARS SHALL BE 98% INDICATED OR SPECIFIED. CONTACTORS SHALL BE FURNISHED WITH NEMA 1, CONDUCTIVE COPPER, ALUMINUM, OR COPPER -CLAD ALUMINUM. FRONTS SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERWISE ON SHALL BE ONE PIECE CODE GAGE FURNITURE STEEL WITH ADJUSTABLE DRAWINGS. EACH CONTACTOR SHALL BE PROVIDED WITH. ENGRAVED FASTENERS. PROVIDE A PLASTIC COVERED TYPEWRITTEN SCHEDULE LAMINATED PLASTIC NAMEPLATE WITH BLACK BACKGROUND AND 1/4" WHITE IDENTIFYING ALL BRANCH CIRCUITS INSIDE EACH CABINET. RECESSED LETTERS TO DESIGNATE USE OF CONTRACTOR. CABINETS TO BE INSTALLED WITH A MINIMUM (2) 3/4" SPARE CONDUITS 1 STUBBED UP TO ACCESSIBLE CEILING SPACE. FIRE ALARM SYSTEM SHALL BE FURNISHED, INSTALLED AND WIRED BY THE 18 FIRE ALARM CONTRACTOR. THIS CONTRACTOR SHALL PROVIDE A COMPLETE GROUNDING SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC SYSTEM EQUAL TO NOTIFIER SYSTEM 500 OR EQUAL OF PYROTRONICS, CONDUIT, SUPPORTS, CABINETS, PANELBOARDS AND SYSTEM NEUTRAL C EDWARDS SYSTEMS TECHNOLOGIES OR SIMPLEX/GRINNELL. CONTROL PANEL CONDUCTORS. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT BE MICROPROCESSOR BASED SYSTEM CONTAINING 4 FIRE ALARM ZONES, THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY INITIATING ALARM POWER MODULES FOR HORNS &STROBES, CONTROL RELAY DESIGNED FOR GROUNDING. WHERE GROUNDING CONDUCTOR IS ENCLOSED IN MODULE FOR CONTROL OF H.V.A.C. EQUIPMENT, AND ALL OTHER CONDUIT, GROUND CLAMP SHALL BE OF A TYPE WHICH GROUNDS BOTH MISCELLANEOUS ITEMS FOR A COMPLETE AND OPERATING FIRE ALARM CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE METAL OR PLASTIC SYSTEM. CONDUIT SHALL INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH 1 CALIFORNIA ELECTRICAL CODE. ZONE #1 = MANUAL PULL STATIONS 22 ZONE #2 = SMOKE DETECTOR AT PANEL CONDUIT SHALL BE SIZED TO COMPLY WITH CEC FOR NUMBER AND SIZE OF ZONE #3 = SPRINKLER FLOW SWITCH CONDUCTORS INSTALLED. PROVIDE SCHEDULE 40 PVC PLASTIC OR RIGID ZONE #4 = SPRINKLER TAMPER SWITCH STEEL CONDUIT BELOW GRADE, MINIMUM 24" BELOW GRADE AND MINIMUM THE FOLLOWING PERIPHERAL DEVICES TO BE INSTALLED AS A PART OF THE SIZE 3/4". PROVIDE ELECTRICAL METAL TUBING (EMT) MEETING U.L. 797 FIRE ALARM SYSTEM: AND ANSI C80.3, MC CABLE, OR FLEXIBLE METAL CONDUIT (IN LENGTHS 6' 1. MANUAL PULL STATION, NON -CODED, DUAL -ACTION, UNIT, +3'-10" A.F.F., OR LESS) FOR INTERIOR LOCATIONS. EMT CONNECTORS AND COUPLING #NBG-10. SHALL BE SET -SCREW TYPE. PROVIDE GALVANIZED RIGID STEEL (GRS) OR 2. AREA SMOKE DETECTOR, PHOTOELECTRIC TYPE #2451-8402B. INTERMEDIATE METAL CONDUIT (IMC) OUTDOORS AND IN DAMP LOCATIONS 3. HORN/STROBE UNIT, MINIMUM 110cd, 80" TO BOTTOM OF UNIT, USING THREADED COUPLINGS & CONNECTORS. CLAMP CONDUIT TO BOXES #SS2475ADA. IMPORTANT NOTE: LAYOUT OF HORN/STROBES ON PLANS IS WITH BUSHING INSIDE AND LOCKNUT OUTSIDE. BASED ON 11Ocd DEVICES. IF OTHER DEVICES ARE USED, ADJUST LAYOUT ALL CONDUIT AND RACEWAY SYSTEMS TO BE INSTALLED WITH SEPARATE ACCORDINGLY. GROUND CONDUCTOR. CONDUIT SYSTEM IS NOT TO BE USED AS THE SOLE 4. EXTERIOR BELL, 6" GONG WITH WEATHERPROOF BACKBOX, +10-0" ABOVE GROUNDING MEANS. FINISHED GRADE, #KMS -6-24. ALL SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, 5. SPRINKLER FLOW AND TAMPER SWITCHES TO BE PROVIDED AND 28 INSTALLED BY PLUMBING CONTRACTOR. AND TRANSFORMERS SHALL BE PROVIDED WITH LUGS LABELED AND RATED FOR A MINIMUM 75' C. SWITCHBOARDS, PANELBOARDS, DISCONNECT CONTRACTOR] TO PROVIDE 1/2" EMPTY CONDUIT FROM FIRE ALARM CONTROL SWITCHES, CONTACTORS, AND TRANSFORMERS ARE TO BE "LISTED" AND CABINET TO OWNER'S TELEPHONE TERMINAL BOARD OWNER TO PROVIDE "IDENTIFIED" AS RATED FOR A MINIMUM OF 75' C CONDUCTOR TERMINATION. WIRING AND CONNECTION TO "LOCAL ENERGY MUNICIPAL BOX OUTPUT". ALL 30 FIRE ALARM CONDUCTORS TO BE AS RECOMMENDED BY MANUFACTURER AND CONDUCTORS: INSULATED SOFT ANNEALED 98% PURE COPPER WITH COLOR MUST BE INSTALLED IN CONDUIT. CODING, B AND S GAGE, #10 AND SMALLER TO BE SOLID, #8 AND LARGER b1 GN LIGHT TO BE STRANDED, MINIMUM #12 UNLESS OTHERWISE INDICATED. ALUMINUM ALL FIRE ALARM MATERIALS AND INSTALLATION TO BE IN CONFORMANCE WITH CONDUCTOR WILL NOT BE ALLOWED. THHN MAY NOT BE USED N.F.P.A. 72 AND A.D.A. (AMERICANS WITH DISABILITIES ACT). IN AREAS AND UNDERGROUND, AT SERVICE ENTRANCE, OUTSIDE, OR IN WET LOCATIONS. ALL CORRIDORS WHERE TWO OR MORE VISUAL STROBE UNITS ARE INSTALLED, INSULATION TO BE RATED FOR 600 V AND TYPES AS FOLLOWS: PROVIDE SYNCHRONIZED STROBE UNITS SO AS TO PROVIDE A FLASH RATE CONNECTED DEMAND MINIMUM OF 1 Hz AND A MAXIMUM OF 3 Hz. #10 AND SMALLER: THWN OR THHN #8 TO #4/0: THWN OR THHN FIRE ALARM SYSTEM: ELECTRICAL CONTRACTOR SHALL VERIFY ALL SERVICE ENTRANCE: USE-RHW NECESSARY SPRINKLER LINE POWER AND SIGNAL CONNECTIONS, I.E. FLOW OVER #4/0 WET OR HOT SERVICE: XHHW SWITCH, TAMPER SWITCH, SPRINKLER BELL, ETC. SPRINKLER BELL SHOULD OVER #4/0 ORDINARY SERVICE: THHN OR XHHN BE WALL MOUNTED IN DIRECT PROXIMITY TO THE SPRINKLER LINE ENTERING WIRE THRU FLUORESCENT FIXTURES : THHN THE BUILDING AT APPROXIMATELY 8'-0" ABOVE FINISHED GRADE. PANEL: B LOAD DESCRIPTION LOCATION: STORAGE BLD. BKR POLE NOTE WATTS IT PHASE CCT WATTS NO. NO. NOTE NEMA ENCLOSURE: 1 SYSTEM: 480/277V., 3P,4W LOAD DESCRIPTION PANEL Al SUB -FEED MAINS: 300A MCB 3 1 5,346 1 A 2 9,470 CABINET` MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM 300 PANEL B SUB -FEED 5,684 3 B 4 11,804 5,068 5 C 6 11,490 15 TRANSFORMER 40 2 LUGS: BOTTOM OPTIONS: HACR 3 3 60 15 TVSS -N\ HP -2 3,780 9 B 10 e4Z.AHt�% - HP -1 25 3 AIC RATING: 25,000 LOAD DESCRIPTION BKR BKR NOTE WATTS CCT PHASE IT WATTS NOTE BKR BKR LOAD DESCRIPTION 3 SIZE POLE NO. 4,664 23 C, 24 2,Q51 NO. 2,388 ll POLE SIZE 25 A 2 STORAGE_ LIGHTS_ 20 1 3.720 1 A 2 920 1 20 POLE LIGHTS STORAGE LIGHTS 20 1 3;720 3 B 4 1,840 1 20 EXTERIOR BLD. LIGHTS SPACE ONLY 1 1 5 C 6 2,134 1 20 EXTERIOR BLD. LIGHTS 1 BIN LIGHTS 20 1 682 A 8 0 1 20 POLE LIGHTS 1 37 A 38 C 1 B 10 1 SPACE ONLY 2,500 1 SPARE 20 1 11 C SPACE ONLY 3,374 1 1 20 STORAGE LIGH SPACE ONLY 28 1 13 A _SPACE -- SPACE ONLY 1 1 29 C SPACE ONLY 1 1 15 B 16 - 1 1 5,346 5,684 5,068 SPACE ONLY SPACE ONLY 720 1 17 C 18 20 1 540 SPACE ONLY SPACE ONLY 24 26 1 19 A 20 1 PRINKLER BELL ---- 1 _ SPACE ONLY SPACE ONLY B 1 21 B 22 AIR COMPRESS?%R 1 40 SPACE ONLY SPACE ONLY 3 33 1 23 C 24 0 1 AHU-3 1 -_ SPACE ONLY 2 41422 .422 3 3,228 25 A 26 1 1 1 -- ----- SPACE ONLY 30 kVA TRANSFORMER 50 3 6,244 27 B 28 1 SPACE ONLY SPACE ONLY 1 4,680 29 C 30 I A2 1 1 SPACE ONLY b1 GN LIGHT PHASE A : 9,470 W W W W 1 CONNECTED DEMAND 41,475 W 42,165 W 115 A 117 A Y,', Projects', ctltist20M�01200629.18401200629.18.CAL1012Y1062918 LIEP Coord_xis CONNECTED DEMAND PHASE B: 11,804 W 32,764 W 37,417 VII I PHASE C: 11,490 W 39 A 45A Y:l ProjectsLActive12006i01200629.18i01200629.18.CAL10120062918MEP Coord..xts PANEL. MDP LOCATION: ELECTRJCAL ROOM NEMA ENCLOSURE: 1 SYSTEM': 480/277V., 3P,4W MAINS: 600A M'LO CABINET MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM' LUGS: TOP OPTIONS: AIC RATING: 25,000 LOAD DESCRIPTION BKR SIZE BKR POLE NOTE WATTS IT PHASE CCT WATTS NO. NO. NOTE BKR POLE BKR SIZE LOAD DESCRIPTION PANEL Al SUB -FEED 100 3 1 5,346 1 A 2 9,470 B 3 300 PANEL B SUB -FEED 5,684 3 B 4 11,804 5,068 5 C 6 11,490 15 TRANSFORMER 40 2 C 3,600 7 A 8 HACR 3 3 60 15 TVSS -N\ HP -2 3,780 9 B 10 e4Z.AHt�% - HP -1 25 3 HACR NIP -7 8,203 13 14 1,746 8,203 15 B 16 1746 8,203 17 C 18 1,746 AHU-1 30 3 2,858 1 9 41664 19 A 20 2,051 HACR 3 15 HP -3 4.664 21 B 22 2 051 4,664 23 C, 24 2,Q51 SPARE 2,388 ll 1 2 25 A 2 20 3 60 45 kVA TRANSFORMEI PANEL C SUB -FEED 60 2 16 5,848 27 B 28 13,422 5,726 29 C 30 12,807 SPARE SPARE 20 1 A 32 C 1 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 1 33 B 34 A 1 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 1 35 C 36 B 1 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 1 37 A 38 C 1 1 SPACE ONLY PHASE A: 50,324 W LEAVE SPACE FOR AT LEAST ONE 400A BREAKER PHASE B : 57,202 W AND ONE 200A BREAKER. PHASE C : 51,755 W CONNECTED I DEMAND 159,280'W 165,284 VV 192 A 199 A 18101200629,18.CAL10120062918 NIEP Coord..xis PANEL: Al SYSTEM': 480,1277V., 3P,4W FEEDER: SEE RISER DIAGRAM OPTIONS: LOCATION: ELECTRICAL ROOM MAI NS: 100A MLD LOC NEMA ENCLOSURE: 1 CAB] NET MOUNT] NG: SURFACE LUGS: TOP AIC RATING: 25.000 LOAD DESORPTION OPENOFFICE - LIGHTS BKR BKR BKR POLE NOTE 20 1 IT WAITS Na 2488 1 PHASE A CCT � BKR BKR 1 ATTS NOTE POLE SIZE LOAD DESCRIPTION OPEN OFFICE - LIGHTS 20 1 1,406 3 B f4 1 20 SPARE MANAGER RR- LIGHTS 20 1 1.760 5 C 360 - 20 --- RETAIL SALES - LIGHTS 20 1 2,858 7 A 8 1 20 SPARE RETAIL SALES - LIGHTS 20 1 2,858 1 9 B 10 5 C ]NIG UGHTS WAREHOUSE LIGHTS 20 1 2,388 ll C 2 1 20 SPARE --- SPARE SPARE 20 20 1 1 13 15 A B 16 1 1 20 SPARE SPARE 20 1 17 C 18 1 20 SPARE SPACE ONLY 1 1 19 A 20 1 1 1 SPACE ONLY SPACE ONLY RCPT -WAREHOUSE 1 21 B 22 1 14 SPACE ONLY SPACE ONLY 20 1 23 C 24 1 15 SPACE ONLY SPACE ONLY 2,500 1 25 A 26 1 1 SPACE ONLY ONLY C 1 27 S 28 1 C SPACE ONLY _SPACE -- SPACE ONLY 1 1 29 C 30 1 20 SPACE ONLY 1 C: -SPR] WKLE 00 2 - 1 PHASE A: PHASE B: PHASE C: 5,346 5,684 5,068 W W W CONNECTED DEMAND 16,098 VV 20,123 VV 19 A 24 A Y:'% Projects:ActiWC006\,01200629.18101200629.18.CALTI20062918 MEP Coord..xis PANEL: A2 SYSTEM: 208/12OV., 3P,4W ' FEEDER: SEE RISER DIAGRAM OPTIONS: LOCATION: STORAGE BUILDING MAINS: 100A MCB LOC BKR BKR SIZE POLE NOTE IT WATTS NO NEMA ENCLOSURE: 1 CABINET MOUNTING: SURFACE LUGS: BOTTOM'. AIC RATING. 25.000 LOAD 1 N BKR BKRCCT NO S NO. PHASE IT NO.POLE WATTS BKR BKR NOTE SIZE LOAD DESCRIPTION RCPT- OFFICE 20 1 540 N 1 A 2 360 1 20 RCPT - OFFICE 1'CE RCPT - OFF]CE 20 -- -- -720 -- 3 -- _ - B 4 720 1 20 RCPT - OFFICE -- RCPT - CONFERENCE ROOM 20 1 720 5 C 6 360 1 20 RCPT- 'TELEPHONE SYSTEM RCPT - DISPATCH CONVENIENCE 20 1 720 7 A 8 720 1 20 RCPT -OFFICE & PRI NTER?FAX RCPT- EXTERIOR 20 1 720 9 ------- B ------- 10 -- 180 1 ---- 20 - --- RCPT- CONVENIENCE RCPT- MANAGERS OFFICE 20 1 720 11 C 12 720 1 1 20 RCPT - COUNTER RCPT -WAREHOUSE 20 1 360 13 A 14 360 1 20 RCPT- PLENUWAHU RCPT- WAREHOUSE 20 1 900 15 B 16 2,500 1 30 WATER HEATER RCPT - CONF. ROOM' TV 20 1 180 1 17 C 18 325 1 20 RCPT - DRINKING FOUNTAIN C RCPT -OFFICE 20 1 1 9 A 20 720 1 20 RCPT -OFFICE 1 C: -SPR] WKLE 00 2 - 1 _ - --- -540 21 B 22 720 1 20 RCPT -OFFICE F CPT -KITCHEN DISPLAY 20 1 540 2A C A 24 26 720 A 1 20 RCPT -OFFICE 1 PRINKLER BELL ---- 201 _ _ 200 27 B 8 1,800 1 20 AIR COMPRESS?%R HU- 40 4,42 4,422 3 33 C A B 2 1 1 0 S SPA --- - AHU-3 1 -_ 40 2 41422 .422 3 C A 36 38 240 1 1 20 EF-VEF-2 SPACE ONLY - - 39 B 40 e=!, e=kPAIZACtLy SPACE ONLY 1 41 C I A2 1 1.500 1 b1 GN LIGHT PHASE A: PHASE B: PHASE C: 15,245 13,422 12,807 W W W 1 CONNECTED DEMAND 41,475 W 42,165 W 115 A 117 A Y,', Projects', ctltist20M�01200629.18401200629.18.CAL1012Y1062918 LIEP Coord_xis PANEL: IG SYSTEM: 240+120V., 1P,3W FEEDER: SEE RISER DIAGRAM' OPTIONS: LOCATION: STORAGE BUILDING MAINS: 100A MCB LOCATION: MAINS: ELECTRIC ROOM 80A MCB BKR BKR SIZE POLE NOTE IT WATTS NO PHASE NEMA ENCLOSURE: 1 CABINET MOUNTING: SURFACE LUGS: TOP AIC RATING: 10,000 LOAD DESCRIPTION 1 RCPT- OF ICE BKR 20 BKR N 1 540 IT 1 A IT 2 2 BKR 1 BKR 20 A SCR]PTI'ON'. SPARE 20 1 540 N B 20 1 5 - 1 CONVENIENCE RECEPTACLE 20 1 1'CE RCPT - OFF]CE 20 1 360 5 A 6 360 1 20 RCPT - OFFICE RCPT- OFF]CE 20 1 360 7 C 8 360 1 1 20 1 RCPT-AIROFFICE. RCPT- PRINTERIFAX 20 1 360 9 A 10 360 1 20 PACSERVERIOFFI'CE RCPT- MANAGERS OFFICE 20 1 540 11 C 12 360 1 20 RCPT- COUNTER RCPT- RETAIL AREA 20 1 180 13 A 14 360 1 20 RCPT- COUNTER RCPT - CONFERENCE ROOM 20 1 360 15 C 16 360 1 20 RCPT -DISPATCH RCPT. -OFFICE 20 1 360 17 A 18 360 1 20 RCPT -OFFICE RCPT -OFFICE 20 1 360 19 C 20 360 1 20 RCPT -OFFICE RCPT -OFFICE 20 1 1 360 21 A 1 22 1 1 20 SPARE SPARE 20 1 1 1 23 1 C 1 24 1 1 20 SPARE PHASE A : PHASE C: 3,600 3,780 W W CONNECTED DEMAND 7,380 W 7,380 W 31 A 31 A Y:1 Project MActhet2 %\01200629.18 t01200629.18.CALT120062918 MEP Coord..xis PANEL: B1 SYSTEM: 208/12OV., 3P,4W FEEDER SEE RISER DIAGRAM' OPTIONS: LOCATION: STORAGE BUILDING MAINS: 100A MCB NEW ENCLOSURE: 1 CABINET MOUNTING: SURFACE LUGS: BOTTOM AIC RATING: 10,000 LOAD DESCRIPTION BKR BKR SIZE POLE NOTE IT WATTS NO PHASE OCT NO. BKR BKR WATTS NOTE POLE SIZE LOAD DESCRIPITCQN MAINS: 60A MCB PHASE CABINET MOUNTING: SURFACE 1 A 2 1,344 1 20 WEF-1 RC -SPRINKLER ROOM 20 1 540 N B 20 1 5 - 1 CONVENIENCE RECEPTACLE 20 1 720 5 C f 6 1 20 SPARE SPARE 20 l 7 A NO, 10 1 1 FIRE ALARM BELL 20 1 200 9 B 0 1,800 1 20 AIR COMPRESSOR SPRINKLER ROOM HEATER 20 1 1,800 C 360 3 B SPACE ONLY 1,800 l 20 AIR COMPRESSOR 1 CO' E' C 13 A 14 1 -SPACE ONLY SPACE ONLY A 1 15 B 16 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 17 C 18 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 19 A 20 1 SPACE ONLY SPACE ONLY SPACE ONLY 1 21 B 22 1 SPACE ONLY SPACE ONLY CONNECTED DEMAND 1 23 C 24 1 SPACE ONLY PANEL B2 SUB -FEED 60 3 1,884 25 2,360 1 27 2,160 29 A B C 26 28 30 1 1 1 SPACE ONLY SPACE ONLY SPACE ONLY 18 A 18 A PHASE A: PHASE B : PHASE C: 3,228 6,244 4,680 W W W CONNECTED DEMAND 14,152 W 14,152 W 39 A 39 A Y:1 ProjectsLAct3wrel200E 01200629.18F01200629.18.CAL',0120062918 MEP Coord..xis PANEL: B2 V 1/- V LOCATION: -N/- _ BALANCE PANELS WITHIN 10% PHASE TO PHASE. PANEL: C LOCATION: T -SHED PANEL: SYSTEM: 480/277V., 1P,3W MAINS: 60A MOB FEEDER: SEE RISER DIAGRAM OPTIONS: NEMA ENCLOSURE: 1 SYSTEM: 208/12OV., 3P,4W LOAD DESORJ PTI ON BKR BKR SIZE POLE NOTE MAINS: 60A MCB PHASE CABINET MOUNTING: SURFACE FEEDER: SEE RISER DIAGRAM LOAD DESCRIPTION 15 TRANSFORMER 40 2 4,340 1 3,924 3 A C LUGS: BOTTOM OPTIONS: EXTERIOR SHED LIGHTS EXTERIOR SHED LIGHTS SPARE 20 1 5 A x: AIC' RATING: 10,000 LOAD DESCRIPTION BKR BKR ]OTE WATTS IT PHASE IT WATTS NOTE BKR BKR LOAD DESCRIPTION SPACE ONLY SIZE POLE NO, 10 NCO, POLE SIZE SPACE ONLY SPARE 20 1 1 A 2 SPACE ONLY 1 CONVENIENCE RECEPTACLE 20 1 360 3 B SPACE ONLY 1,800 l 20 AIR COMPRESSOR 1 CO' E' C 0 1 5 C 1 17 A RC PRI LER 2 1 540 7 A 8 1 SPACE ONLY FIRE ALARM BELL 20 1 200 9 B 10 1 SPACE ONLY 1 SPRINKLER ROOM HEATER 20 1 1,800 1 C 12 1 SPACE ONLY SPACE SPACE PHASE A: 1,884 W A CONNECTED DEMAND 1 PHASE B: 21360 W 1 6,404 VV 6,404 W C 20 1 PHASE C: 2.160 W 18 A 18 A PHASE A: PHASE C: 4,340 3,924 W W CONNECTED DEMAND 8,264 VV 8,295 VII 34 A 35 A Y:i Projects',Acti3O;2006iD1200629.18';01200629.18.CAL40120062918NIEPCoord..xls Y:? Projects lActi*%20W01200629.18101200629.18.CAL10120062918 MEP 010rd..xls 1 N v v v V 1/- V V \/ V -N/- _ BALANCE PANELS WITHIN 10% PHASE TO PHASE. PANEL: C LOCATION: T -SHED PANEL: SYSTEM: 480/277V., 1P,3W MAINS: 60A MOB FEEDER: SEE RISER DIAGRAM OPTIONS: LOAD DESCRIPTION NEMA ENCLOSURE: 1 CABINETMOUNTING: SURFACE LUGS: BOTTOM AIC RATING. 25,000 LOAD DESORJ PTI ON BKR BKR SIZE POLE NOTE IT WATTS NO. PHASE IT NO WATTS BKR BKR NOTE POLE SIZE LOAD DESCRIPTION 15 TRANSFORMER 40 2 4,340 1 3,924 3 A C 2 1,508 4 1,802 1 20 1 20 EXTERIOR SHED LIGHTS EXTERIOR SHED LIGHTS SPARE 20 1 5 A 6 1 20 SPARE SPACE ONLY 1 7 C 8 1 SPACE ONLY SPACE ONLY 1 9 A 10 1 SPACE ONLY SPACE ONLY 1 11 C 12 1 SPACE ONLY SPACE ONLY 1 13 A 14 1 SPACE ONLY SPACE ONLY 1 15 C 16 1 SPACE ONLY SPACE ONLY 1 17 A 18 1 SPACE ONLY SPACE ONLY 1 19 C 20 1 SPACE ONLY A 14 PHASE A: PHASE C: 5,848 5,726 W CONNECTED DEMAND W 11,574 W 12,433 VV 24 A 26 A Y:4_Projects!Acti4e12006101200629,18F0'1200629.18,CAU01=62918 MEP Coord..xls PANEL: C1 SYSTEM: 240112OV., 1P,3W FEEDER. SEE RISER DIAGRAM OPTIONS: LOCATION: T -SHED MAINS: 80A MCB General Nates: ACTUAL _ BALANCE PANELS WITHIN 10% PHASE TO PHASE. NEMA ENCLOSURE: 1 CABINET MOUNTING: SURFACE LUGS: BOTTOM AIC RATING: LOAD DESCRIPTION BKR BKR SIZE POLE NOTE IT WATTS NO. PHASE CCT NO WATTS BKR BKR NOTE POLE SIZE LOAD DESCRIPTION SPRINKLER ROOM HEATER 20 1 1,800 1 A_ 2 200 1 20 2 -SPRINKLER ROOM BELL SPRINKLER ROOM BELL 20 1 200 3 C 4 1,800 1 20 2-SPRI NKLER ROOM HEATER AIRCOMPRESSOR 20 1 1,800 5 A 6 540 1 20 CONVENIENCE RECEPT. SPRINKLER ROOM LIGHTS 20 1 124 7 C 1 8 1,800 1 20 2- AIR COMPRESSOR SPARE 20 1 9 A 1 10 MISCELLANEOUS 1 1 20 SPARE SPACE 1 11 C 12 1 199 SPACE SPACE 1 13 A 14 F' PIECES OF EGlUIPNENT: 1-2 =100%, 1 AND MORE = 65`30 SPACE SPACE REQUIRED ELECTRICAL SERVICE 1 15 C 16 1 SPACE SPACE 1 17 A 18 1 SPACE SPACE 1 19 C 20 1 1 1 SPACE PHASE A: PHASE C: 4,340 3,924 W W CONNECTED DEMAND 8,264 VV 8,295 VII 34 A 35 A Y:i Projects',Acti3O;2006iD1200629.18';01200629.18.CAL40120062918NIEPCoord..xls BUILDING EXTERIOR ': UTILITY ROOM 2#8,1#10,3/4 TVSS O I OCT 600A PANEL CABINET SERVICE 'MDP' DISCONNECT SWITCH WITH PROVIDE AS REQUIRED (3)600A BY POWER COMPANY. KTS FUSES IN NEMA 3R 13 ENCLOSURE. TO UTILITY POLE, STUB AND CAP 18" ABOVE GRADE. e 1 #1/0 COPPER GROUNDING CONDUCTOR CONNECTED TO BUILDING STEEL. STRUCTURAL STEEL #4 CONCRETE ENCASED GROUNDING ELECTRODE e 20 FEET MINIMUM #1/0 COPPER GROUND CONNECTED TO THE MAIN COLD WATER C PIPE AHEAD OF THE MAIN WATER SHUT-OFF VALVE. CONTRACTOR TO INSTALL #3/0 JUMPER AROUND WATER METER. ---f POWER PLAN KEY NOTES �1 PROVIDE (2) SETS OF (4)#350 KCMIL IN 4" CONDUIT. 2 PROVIDE (4)#3, 1#8 GROUND IN 1-1/4" CONDUIT. PROVIDE 3#8 AND 1#10 GROUND IN 1" CONDUIT. O PROVIDE 4#350 KCMIL AND (1)#4 GROUND IN 3" CONDUIT. Q PROVIDE (1)#8 GROUND TO NEAREST BUILDING STEEL OR COLD WATER PIPE. 66 PROVIDE (2) SETS OF 4#350 KCMIL AND (1)#3 GROUND IN 4" CONDUIT. a7 5#6 1-1/4" PVC NIPPLE CONDUCTORS TO BE AS SHORT AS POSSIBLE NOT LONGER THAN 18" AND WITH NO SHARP BENDS. �8 ELECTRICAL CONTRACTOR SHALL PROVIDE TVSS BY CURRENT TECHNOLOGY, MODLE NO. TG150-277/480-3GY. Q SEE SITE PLAN FOR FEEDER SIZE TO SHED BUILDINGS. 10 (1) #8 GROUND TO J" X 10'-0" GROUND ROD AND TO BUILDING STEEL. 1 P VI (4 8 OU I 1- 4" N T. 12 PROVIDE (4)#1/0, 1#6 GROUND IN 2" CONDUIT. 1 ,13 PROVIDE (3)#4, 1#8 GROUND IN 1 1/4" CONDUIT. 480 TO 120/240 VOLT SINGLE PHASE STORE SHED ISOLATION TRANSFORMER 15 kVA 1 XFMR 5 3#4, 2#8, 1 "C I PANEL PANEL PANEL PANEL 'Al' 'A2' 'IG'I I 'B' 45 kVA I % II u 3 A XFMR XFMR�---J \ I 1/0 COPPER GROUND WIRE BOND ALL INTERIOR METALLIC PIPING, INCLUDING, BUT NOT LIMITED TO GAS PIPING AND AUTOMATIC FIRE SPRINKLER PIPING PER N.E.C. 250-104. ELECTRICAL SERVICE LOAD SUMMARY PANEL SCHEDlJLE NOTES General Nates: ACTUAL _ BALANCE PANELS WITHIN 10% PHASE TO PHASE. Circuit Kev Notes: LOC I HANDLE LOCK "OFFION" CLAMP DEVICE HACK HEATING, AIR CONDITION AND REFRIGERATION RATED BREAKER 1 TVSS &BALL BE INSTALLED WITH SHORTEST CONNECTION DISTANCE AS POSSIBLE, MAXI M'UM DISTANCE IS 18", POWER PLAN KEY NOTES �1 PROVIDE (2) SETS OF (4)#350 KCMIL IN 4" CONDUIT. 2 PROVIDE (4)#3, 1#8 GROUND IN 1-1/4" CONDUIT. PROVIDE 3#8 AND 1#10 GROUND IN 1" CONDUIT. O PROVIDE 4#350 KCMIL AND (1)#4 GROUND IN 3" CONDUIT. Q PROVIDE (1)#8 GROUND TO NEAREST BUILDING STEEL OR COLD WATER PIPE. 66 PROVIDE (2) SETS OF 4#350 KCMIL AND (1)#3 GROUND IN 4" CONDUIT. a7 5#6 1-1/4" PVC NIPPLE CONDUCTORS TO BE AS SHORT AS POSSIBLE NOT LONGER THAN 18" AND WITH NO SHARP BENDS. �8 ELECTRICAL CONTRACTOR SHALL PROVIDE TVSS BY CURRENT TECHNOLOGY, MODLE NO. TG150-277/480-3GY. Q SEE SITE PLAN FOR FEEDER SIZE TO SHED BUILDINGS. 10 (1) #8 GROUND TO J" X 10'-0" GROUND ROD AND TO BUILDING STEEL. 1 P VI (4 8 OU I 1- 4" N T. 12 PROVIDE (4)#1/0, 1#6 GROUND IN 2" CONDUIT. 1 ,13 PROVIDE (3)#4, 1#8 GROUND IN 1 1/4" CONDUIT. 480 TO 120/240 VOLT SINGLE PHASE STORE SHED ISOLATION TRANSFORMER 15 kVA 1 XFMR 5 3#4, 2#8, 1 "C I PANEL PANEL PANEL PANEL 'Al' 'A2' 'IG'I I 'B' 45 kVA I % II u 3 A XFMR XFMR�---J \ I 1/0 COPPER GROUND WIRE BOND ALL INTERIOR METALLIC PIPING, INCLUDING, BUT NOT LIMITED TO GAS PIPING AND AUTOMATIC FIRE SPRINKLER PIPING PER N.E.C. 250-104. ELECTRICAL SERVICE LOAD SUMMARY ACTUAL N.E.C. N.E.C, LOAD CONNECTED DEMAND DEMAND DESCRIPTION WATTAGE FACTOR WATTAGE LIGHII NG 42,644 125% IST l0KW @ 100% 53,305 RECEPTACLES 23,725 10,000 REMAINING 50% 6,863 CONTINUOUS MOTORS 6,320 125% 7,900 NON-COUNTI NUOUS MOTORS ----- 51172 _ --_ 100% - _ 5,172 - AIR CONDITIONING 0 0% FULL AIC LOAD 0 HEATING * 7,200 100% FULL HEATING LOAD 7,200 HEATPUM'PS 61,359 100% 61,359 CONTINUOUS WATER HEATER _ 2,500 _ � 125% 3,125 MISCELLANEOUS 10, 360 100% 10,360 TOTAL WATTS 165,284 TOTAL AMPERAGE 199 NOTES: USE GREATER LOAD OF THE TWO CATAGORIES F' PIECES OF EGlUIPNENT: 1-2 =100%, 3 = 90%, 4 = 80`;0, 5 = 70%,6 AND MORE = 65`30 REQUIRED ELECTRICAL SERVICE SOBA t 84 L UMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 ERCHANDISING REVISIONS BUILDING REVISIONS DATE I DESCRIPTION 1,048/23/06 CHANGED SQ FT -MEF ORISER DIAGRAM NOT TO SCALE PANEL 'B1' STORE SHED PANEL 'B2' THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Christopher R. Larson, PE0043082 A Larson Binkley, Inc. T 913-383-262 6363 College Blvd., Suite 400 F 913-383-283 Overland Park, Kansas 66211 larsonbinkley.co OF ��'� Florida Certificate of Authorization Number 8039 COPYRIGHT 2006 John C. Coulter, PE0030426 ENHANCEMENT PROJECT PROJECT INFORMATI SCALE: 1/8" = 1' - RISER DIAGRAM, J 0 B NO. SCHEDULES AND NOTES STORE NO. MELLONVILLE AVE. & CATAPULT ROAD SHEET NO. CITY OF SANFORD DESIGN Y: LJ DRAWN BY: LJ SEMINOLE COUNTY, FLORIDA DATE: 11/08/016 MECHANICAL SYMBOLS LEGEND I l 1❑ NEW SHEET METAL DUCTWORK & SIZE ® SUPPLY OR OUTSIDE AIR DUCT ® RETURN AIR DUCT FeK EXHAUST AIR DUCT I- ___,,, DUCTWORK TRANSITION 7 EF DUCTWORK TRANSITION - RECTANGULAR TO ROUND Q2 SUPPLY DUCT ELBOW UP OR DOWN RETURN DUCT ELBOW UP OR DOWN AHU ...... q ................ EXHAUST DUCT ELBOW UP OR DOWN C,4 x DUCT BRANCH TAKE -OFF DETECTOR ALARM CONDITIONS SHALL ACTIVATE A VISIBLE AND AUDIBLE z ROUND SPIN -IN WITH DAMPER 0 SQUARE TO ROUND TAP WITH DAMPER : 10"0 KII� FLEXIBLE DUCT CONNECTION F7 PROVIDE CEILING MOUNTED EXHAUST FAN. TRANSITION FROM FAN ELECTRIC OPERATED DAMPER OD DISCHARGE TO DUCT SIZE SHOWN. REFER TO EXHAUST FAN SCHEDULE D° BACKDRAFT DAMPER AND DETAIL ON SHEET M2 FOR ADDITIONAL REQUIREMENTS. w Y VOLUME DAMPER ® FLEXIBLE DUCTWORK ® SUPPLY DIFFUSER 9❑ SUPPLY DIFFUSER WITH 3 -WAY THROW 6.10 SUPPLY DIFFUSER WITH 2 -WAY THROW LEMSEM SIDEWALL MOUNTED SUPPLY REGISTER RETURN GRILLE EXHAUST GRILLE P2133 CEILING MOUNTED EXHAUST FAN Q VAV MODULATING DAMPER HANDLING UNIT SCHEDULE ON SHEET M2 FOR ADDITIONAL WALL. COORDINATE WITH ARCHITECTURAL DRAWINGS. `gyp; 0 REQUIREMENTS. 50 DUCT FURNACE 50 REFRIGERANT PIPING ROUTE. DEVIATIONS FROM THIS ROUTE SHALL 12 HVAC MOUNTING PLATFORM BY OTHERS. COORDINATE WITH GENERAL .... ...................................... ...... ............................1... B AIR HANDLING UNIT ® GROUND MOUNTED HEAT PUMP 0 THERMOSTAT - ELECTRIC ® DUCT SMOKE DETECTOR /'7pE MECHANICAL EQUIPMENT DESIGNATION w DIFFUSER DESIGNATION AND CFM CFM EQUIPMENT MANUFACTURER OR THEIR REPRESENTATIVE, WHO SHALL ALSO ?? SQUARE NOTE DESIGNATION ?? CIRCLE NOTE DESIGNATION ?? HEXAGON NOTE DESIGNATION ?? DIAMOND NOTE DESIGNATION QREVISION DESIGNATION NOTE: THIS PROJECT MAY NOT USE EVERY SYMBOL OR DEVICE APPEARING ON THIS LEGEND. GENERAL NOTES A. CONTRACTORS AND SUB -CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. C DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. E. DIFFUSER LOCATIONS ARE APPROXIMATE. CONTRACTOR TO ADJUST DIFFUSER LOCATION 2-3 FEET TO COORDINATE WITH CEILING. F. SEAL ALL WALL PENETRATIONS. MECHANICAL PLAN NOTES I l 1❑ PROVIDE HEAT PUMP CONDENSING UNIT ON CONCRETE PAD. REFER TO © PROVIDE ELECTRONIC SEVEN DAY PROGRAMMABLE THERMOSTAT ® 48" A 200 30"X24" -TRANSITION rav;z ..a :.i.n HEAT PUMP SCHEDULE ON SHEET M2 FOR ADDITIONAL REQUIREMENTS. r...................................................... 12"0 10"0 q..................r_..........-..._ 50 13 AFF. THERMOSTAT OCCUPIED COOLING SETPOINT IS 75-F (ADJUSTABLE) ......... ........ 8"0-- vD oD 13 _............................................. . ............................... 8'0-- 7 EF AND HEATING SETPOINT IS 70-F (ADJUSTABLE). THERMOSTAT UNOCCUPIED Q2 PROVIDE 120V DUCT MOUNTED SMOKE DETECTOR. INTERLOCK SMOKE COOLING SETPOINT IS 85-F (ADJUSTABLE) AND HEATING SETPOINT IS AHU ...... q ................ DETECTOR TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. SMOKE C,4 x 60-F (ADJUSTABLE). PROVIDE CONTROL WIRING WITHIN CONDUITS FOR A DETECTOR ALARM CONDITIONS SHALL ACTIVATE A VISIBLE AND AUDIBLE 3 250 COMPLETE AND FUNCTIONAL SYSTEM. 0 SIGNAL IN A PIEZO ALARM IN A LOCATION APPROVED BY THE CODE 10"0 OFFICIAL. SMOKE DETECTOR TROUBLE CONDITIONS SHALL ACTIVATE A F7 PROVIDE CEILING MOUNTED EXHAUST FAN. TRANSITION FROM FAN VISIBLE OR AUDIBLE SIGNAL IDENTIFIED AS AIR DETECTOR TROUBLE IN A X22"X14" � DISCHARGE TO DUCT SIZE SHOWN. REFER TO EXHAUST FAN SCHEDULE LOCATION APPROVED BY THE CODE OFFICIAL. AND DETAIL ON SHEET M2 FOR ADDITIONAL REQUIREMENTS. 0 GENERAL CONTRACTOR TO UNDERCUT DOOR 1 -INCH. ® BOTTOM OF DUCTWORK SHALL BE 12'-0" AFF. ® PROVIDE AIR HANDLING UNIT ABOVE CEILING. MOUNT UNIT ON PLATFORM 9❑ RETURN AIR DUCT SIZE SHALL MATCH THE UNIT RETURN AIR OPENING. 6.10 USING VIBRATION ISOLATORS AND SNUBBERS. INSTALL UNIT LEVEL FOR 10 SEAL ALL WALL PENETRATIONS. PROPER CONDENSATE DRAINAGE. PROVIDE FLEXIBLE CONNECTORS ON X P2133 THE SUPPLY AND RETURN AIR DUCT CONNECTIONS. REFER TO AIR 11 MOUNT TOP OF LOUVER AS HIGH AS POSSIBLE ABOVE GRADE IN THE HANDLING UNIT SCHEDULE ON SHEET M2 FOR ADDITIONAL WALL. COORDINATE WITH ARCHITECTURAL DRAWINGS. `gyp; 0 REQUIREMENTS. 50 50 REFRIGERANT PIPING ROUTE. DEVIATIONS FROM THIS ROUTE SHALL 12 HVAC MOUNTING PLATFORM BY OTHERS. COORDINATE WITH GENERAL .... ...................................... ...... ............................1... B REQUIRE APPROVAL BY THE OWNER AND THE MANUFACTURER OR THE CONTRACTOR FOR MOUNTING AND INSTALLATION OF AIR HANDLING UNITS D MANUFACTURER'S REPRESENTATIVE, PRIOR TO ANY WORK. REFRIGERANT 500 �� IN THIS LOCATION. REFER TO DETAIL 02 ON THIS SHEET FOR ADDITIONAL PIPE(S) SIZES SHALL BE DETERMINED BY THE COMPRESSQRIZED 1200 —200 INFORMATION. i EQUIPMENT MANUFACTURER OR THEIR REPRESENTATIVE, WHO SHALL ALSO 13 PROVIDE 120 VOLT ELECTRIC OPERATED DAMPER. DAMPER SHALL FULLY DETERMINE THE NEED FOR DOUBLE SUCTION PIPE RISERS, OPEN IN OCCUPIED MODE AND FIULLY CLOSE IN UNOCCUPIED MODE ACCUMULATORS AND OTHER APPURTENANCES REQUIRED FOR PROPER AHU-2© o LONG TERM OPERATION OF THE EQUIPMENT. REFRIGERANT PIPE(S) SIZING AND ROUTING SHALL MEET ALL SYSTEM OPERATING CONDITIONS. THE 500 CONTRACTOR SHALL PROVIDE TO THE OWNER AND ENGINEER LETTERS AND DRAWINGS THAT ADEQUATELY DEPICT THE REFRIGERANT PIPING AND COMPONENTS, AND INDICATE THE RECOMMENDATIONS PROVIDED TO THEM BY THE MANUFACTURER OR THEIR REPRESENTATIVE. MECHANICAL CONTRACTOR TO INSTALL AIR HANDLING UNITS ON PLATFORM PROVIDED BY OTHERS. SPACE DESCRIPTION IS NOT AN ATTIC PER SECTION 13-410.1.ABC.3.5.2 OF FLORIDA BUILDING CODE. CONSULT GENERAL CONTRACTOR FOR LAYOUT OF AIR HANDLING UNITS PER THESE DRAWINGS PRIOR TO BID. 0AIR HANDLING UNIT MOUNTING INFORMATION 2NOT TO SCALE 1110 L 2 n ! ff _ ........_. I l l I .......... 4 0 36"X34" TRANSITION I I I T AHU-1 II —5000 EF ` A 200 30"X24" -TRANSITION rav;z ..a :.i.n �.O„ r...................................................... 12"0 10"0 q..................r_..........-..._ 50 13 20"X 10" BY ......... ........ 8"0-- vD oD 13 _............................................. . ............................... 8'0-- 7 EF x 13 iv OD VD ;20"X12" TRANSITION � ................... A AHU ...... q ................ N (TYP) C,4 x A AHU 11 J 6 <' 20;X12 i i 1 2 _ ., _- �.O„ 20"X 10" BY 4 I x 13 iv ;20"X12" TRANSITION � ................... A AHU ...... q ................ N (TYP) C,4 x A AHU 11 200 3 250 0 75 1 4 10"0 — OD ;� I X22"X14" � VD .75 2 --- _ - --_ - .......... 6.10 X P2133 `gyp; 0 50 .......... ; . � ► .... ...................................... ...... ............................1... B D TYP D 500 �� 1200 —200 i 75 i' AHU-2© o ?� 500 10"0 D 150(TYP 2 '' 6"0 10" 0 ' A V 150 (TYP 2) 100 r _ --- v 0 600 NORTHQ 1 MECHANICAL PLAN 1/8.1=1 I—oll THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. Christopher R. Larson, PE0043082 Larson Binkley, Inc. T 913-383 6363 College Blvd., Suite 400 F 913-383-28 REVIEW' ', Overland Park, Kansas 66211 larsonbinkley.co P.�;A�F-0 ; Florida Certificate ofd° OF Authorization Number 8039 COPYRIGHT 2006 John C. Coulter, PE0030426 MERCHANDISING REVISIONS BUILDING REVISIONS PROJECT INFORMATION OQ 0 DESCRIPTION ENHANCEMENT PROJECT SCALE: 1 /8" = 1'-0" O 1 8/23/06 CHANGED SQ Fi—MEF 12,000 S.F. MAIN BUILDING JOB NO. 84 LUMBER MECHANICAL PLAN STORE N 0 . MELLTONVVILLE AVE. & CATAPULT ROAD SHEET NO. M1 IGHTY9F0 RROUTE 51 33 CITY l OF SANFORD DESIGN TFJ DRAWN BY: TFJ (724) 228-3636 SEMINOLE COUNTY, FLORIDA DATE: 11/08/06 MECHANICAL SPECIFICATIONS PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED DUCT LINER (RECTANGULAR SUPPLY WITHIN 10' OF THE UNIT AND FOR A COMPLETE FUNCTIONING SYSTEM. RETURN DUCT): PROVIDE MINIMUM 1" THICK, 2 PCF DENSITY, NEOPRENE 2 COATED, LONG TEXTILE FIBER TYPE DUCT LINER, WITH COATING ON THE DEFINITIONS: FURNISH MEANS TO SUPPLY AND DELIVER TO PROJECT AIR STREAM SIDE CONFORMING TO NFPA 90A. DUCT LINER ADHESIVE SITE, READY FOR INSTALLATION. INSTALL MEANS TO PLACE IN POSITION SHALL BE AS RECOMMENDED BY DUCT LINER MANUFACTURER, AND AND MAKE CONNECTIONS FOR SERVICE OR USE. PROVIDE MEANS TO SHALL COMPLY WITH ASTM C-916. DUCT LINER FASTENERS SHALL FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. COMPLY WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS", LATEST WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE EDITION. DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER DUCT INSULATION (OTHER THAN LINED): ALL SUPPLY, OUTSIDE AND SUBSTANTIAL COMPLETION OR OWNER ACCEPTANCE OF THE COMPLETED EXHAUST AIR DUCTS ABOVE CEILING SHALL BE INSULATED. PROVIDE PROJECT. PROVIDE A SEPARATE LINE ITEM DEDUCT AMOUNT ON THE 1-1/2" THICK BLANKET TYPE FIBERGLASS INSULATION COMPLYING WITH PROPOSAL FORM TO DELETE WARRANTY SERVICE, AT THE OWNER'S ASTM C-553, TYPE II, WITH FACTORY APPLIED KRAFT BONDED TO OPTION. ALUMINUM FOIL, REINFORCED WITH FIBERGLASS VAPOR BARRIER/JACKET. COORDINATION: COORDINATE WITH THE WORK OF OTHER SECTIONS, JACKET SHALL CONFORM TO ASTM C-1136, TYPE II. EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SITE. SYNTHETIC BEARING'S, WITH LOCKING POSITION REGULATOR. REGULATOR DUCT DIMENSIONS: UNLESS OTHERWISE NOTED, DUCT DIMENSIONS ON SHALL BE POSITIONED WITH SHEETMETAL BRACKET BEYOND DUCT THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. COVERING. WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE SENSIBLE BTU/HR COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL SHEET METAL DUCTWORK: PROVIDE SHEET METAL DUCTWORK FABRICATED INSTALLATION, AS REQUIRED. AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, TITUS FOR 1" W.G. PRESSURE CLASS, SEAL CLASS "A". SHEET METAL SHALL RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE BE GALVANIZED SHEET STEEL OF LOCK FORMING QUALITY, WITH G90 GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD BLADES, MINIMUM iii" HEXAGONAL AXLE, BOLDED SYNTHETIC BEARINGS, SPECIFICATION FOR STEEL SHEET, ZINC COATED (GALVANIZED) OR WITH 3/8" SQUARE PLATED STEEL CONTROL SHAFT. LINKAGES SHALL BE ZINC—IRON ALLOY—COATED (GALVANNEALED) BY THE HOT DIP PROCESS, CONCEALED IN THE FRAME. OPERATING SHAFT SHALL EXTEND BEYOND AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR FRAME AND DUCT TO A LOCKING QUADRANT WITH ADJUSTABLE LEVER. SHEET, METALLIC—COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON MAXIMUM BLADE WIDTH SHALL NOT EXCEED 6". USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR 480/3/60 FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE RUNNERS, CONSTRUCTED IN ACCORDANCE WITH SMACNA "HVAC DUCT TURNING VANES AT ALL 900 ELBOWS. CONSTRUCTION STANDARDS". PROVIDE TURNING VANES CONSTRUCTED OF TRAPEZE DUCT HANGERS: PROVIDE MINIMUM 1" X 2" X 1" X 18 GAUGE CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, CHANNELS WITH MINIMUM 1 X 18 GAUGE STRAPS TO STRUCTURAL AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. SUPPORT. FOLLOW SMACNA GUIDELINES FOR SPACING SUPPORT, AND 40 CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. ROUND SHEET METAL DUCT: PROVIDE SPIRAL SEAM (ALL SIZES) OR 586 SNAP LOCK (DUCT SIZES UP TO 10") GALVANIZED STEEL COMPLYING FLEXIBLE DUCT CONNECTORS: PROVIDE U.L. LABELED 30 OUNCE WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE SMACNA NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS. SEAM TYPE RL -1. 1,2,3,4,5 NOTES: DUCT ACCESS DOORS: PROVIDE HINGED ACCESS DOORS IN DUCTWORK FLEXIBLE DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT (UL WHERE REQUIRED FOR ACCESS TO EQUIPMENT. PROVIDE INSULATED 181) WITH 1" THICK 1 PCF FIBERGLASS INSULATION AND REINFORCED ACCESS DOORS FOR INSULATED DUCTWORK. CONSTRUCT OF SAME OR 2) NOT USED. THICKER GAUGE SHEET METAL AS DUCT IN WHICH IT IS INSTALLED. OUTER PROTECTIVE COVER/VAPOR BARRIER. FLEXIBLE DUCT SHALL MEET PROVIDE FLUSH FRAMES FOR UNINSULATED DUCTS, AND EXTENDED NFPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER FRAMES FOR EXTERNALLY INSULATED DUCTS. PROVIDE CONTINUOUS 50, AND SHALL BE RATED FOR MINIMUM 2" W.G. PRESSURE AND 0 TO HINGE ON ONE SIDE, WITH ONE HANDLE—TYPE LATCH FOR ACCESS 250°F TEMPERATURE. PROVIDE SCREW—OPERATED METAL ADJUSTABLE DOORS 12" HIGH AND SMALLER, AND TWO HANDLE -TYPE LATCHES FOR CLAMPING DEVICES. USE TWIST—LOCK CONICAL TAP COLLARS AT LARGER ACCESS DOORS. CONNECTIONS INTO SHEET METAL DUCTWORK. MAXIMUM EXTENDED LENGTH OF FLEXIBLE DUCT SHALL NOT EXCEED 6 FEET. REFRIGERANT PIPING: TYPE ACR HARD DRAWN COPPER TUBING MEETING EXPOSED DUCTWORK: EXPOSED DUCTWORK SHALL BE CLEANED OF THE REQUIREMENTS OF ASTM B 280, WITH WROUGHT COPPER FITTINGS DEBRIS AND OIL, THEN WIPED DOWN WITH VINEGAR OR OTHER SURFACE MEETING REQUIREMENTS OF ANSI 816.22, WITH BRAZED JOINTS MEETING PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. REQUIREMENTS OF AWS A 5.8, USING BAG -1 (SILVER) FILLER MATERIAL. INSULATE SUCTION LINE PIPING WITH 3/4" THICK ARMAFLEX TYPE AP. DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO TESTING AND BALANCING: TEST AND ADJUST ALL MECHANICAL SYSTEMS OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH AND EQUIPMENT T0, ASSURE PROPER BALANCE AND OPERATION. FOR SURE, FIRST TIME SEALING OF JOINTS IN LOW, MEDIUM, AND HIGH PERFORM TESTS IN ACCORDANCE WITH NEBB OR AABC, AND ASHRAE PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH IN SOLID CONTENT. STANDARDS. ELIMINATE NOISE AND VIBRATION, AND ASSURE PROPER PROVIDE A TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FUNCTION OF CONTROLS. SUBMIT COMPLETED TEST AND BALANCE FIBER TAPE IMPREGNATED WITH A GYPSUM MINERAL COMPOUND, AND A REPORT TO OWNER'S REPRESENTATIVE. BALANCING CONTRACTOR SHALL MODIFIED ACRYLIC/SILICONE ACTIVATOR THAT REACTS EXOTHERMICALLY BE AN INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR, WITH WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR NEBB OR AABC CERTIFICATION. BALANCE ALL SYSTEMS TO WITHIN 5% OF BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN AIR FLOWS INDICATED ON THE DRAWINGS, AND REPORT ALL ASBESTOS. DISCREPANCIES TO HVAC INSTALLER FOR CORRECTION. MARK FINAL BALANCE POSITIONS ON DAMPERS WITH PERMANENT MARKER. CONTROLS SEQUENCE PROVIDE ALL NECESSARY ELECTRONIC TEMPERATURE SENSORS, DAMPER ACTUATORS, MIXED AIR TEMPERATURE CONTROLLERS, OUTDOOR AIR TEMPERATURE SENSORS, MIXED AIR TEMPERATURE SENSORS, CONTROL TRANSFORMERS WITH SECONDARY OVERLOAD PROTECTION, CONTROL CABINETS, WIRING AND CONDUIT TO ACCOMPLISH THE FOLLOWING SEQUENCE OF OPERATION: OCCUPIED MODE: THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL OPEN TO THE MINIMUM POSITION TO DELIVER THE SCHEDULED QUANTITY OF VENTILATION AIR. WHEN THE SPACE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING SETPOINT OF 75-F (ADJUSTABLE) THE HEAT PUMP COOLING SHALL BE ENERGIZED. WHEN THE SPACE TEMPERATURE DROPS BELOW THE HEATING SETPOINT OF 70-F (ADJUSTABLE) THE HEAT PUMP HEATING SHALL BE ENERGIZED. IF HEAT PUMP IS IN DEFROST MODE, THE AUXILIARY ELECTRIC HEATING SHALL BE ACTIVATED ULTIL DEFROST CYCLE IS COMPLETE. UNOCCUPIED MODE: ,WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING SETPOINT OF 85-F (ADJUSTABLE) THE SUPPLY FAN SHALL RUN, THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED, AND THE HEAT PUMP COOLING SHALL BE ENERGIZED. WHEN THE SPACE TEMPERATURE DROPS BELOW UNOCCUPIED HEATING SETPOINT OF 65°F (ADJUSTABLE) THE SUPPLY FAN SHALL RUN, THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED, AND THE HEAT PUMP HEATING SHALL BE ENERGIZED. IF THE SPACE TEMPERATURE CONTINUES TO DROP, THE ELECTRIC HEATING SHALL BE ENERGIZED. WHEN THE SPACE TEMPERATURE IS BELOW THE UNOCCUPIED COOLING SETPOINT AND ABOVE THE UNOCCUPIED HEATING SETPOINT, THE SUPPLY FAN SHALL BE DE—ENERGIZED AND THE OUTSIDE AIR DAMPER SHALL CLOSE. DUCT MOUNTED SMOKE DETECTOR SHALL DE—ENERGIZE THE AIR HANDLING UNIT FAN AND CLOSE ASSOCIATED OUTSIDE AIR DAMPER IN BOTH OCCUPIED AND UNOCCUPIED MODES WHENEVER SMOKE IS DETECTED. 3� H ELEVATION PLAN DUCT OFFSET 20' 30' A' A' FOB � FOT A° A' 20' 30° PLAN TRANSITION W/ FOB FOT EQUIPMENT A' A' A'2 —� — FOB — FOT A' 2 PLAN VIEW PLAN VIEW PLAN VIEW A• 2 A. 45' FOT W 1/2 W — FOB �. (4" MIN.) A' 2 A' BRANCH DUCT ELEVATION ELEVATION ELEVATION NOTES: 1) ANGLE A = 30' WHEN AIR FLOWS IN DIRECTION OF ARROW (SUPPLY AIR). 2) ANGLE A = 20' WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR EXHAUST). 0LOW VELOCITY DUCT FITTINGS DETAIL 1 NOT TO SCALE EXHAUST FAN AIR HANDLING UNIT SCHEDULE 10.3 MARK MARK AHU-# 1 2 3 MANUFACTURER TRANE TRANS TRANE MODEL TWE180 2TECF048 2TECF042 AIR FLOW CFM 5,000 1,400 1,200 OA FLOW CF'M 840 250 200 EXT. SP. IN W.C. 0.75 0.5 0.5 DX COOLING iCOIL DUCT—MOUNTED LAY—IN FINISH EAT (°FDB/'WB) 80/69 80/68 80/68 TOTAL BTU/HR 165,800 42,630 42,630 SENSIBLE BTU/HR 120,440 32,271 32,271 AUX ELECTRIC HEAT TITUS TITUS MODEL KILOWATT HEATER 10,000 5,770 5,770 HEAT OUTPUT (BTU) 34,100 18,115 18,115 ELECTRICAL 36"X34" FACE SIZE L" XW" 12"X24" VOLTS/O/HZ 480/3/60 208/l/60 208/1/60 MOTOR HP 3 1/2 1/2 MCA AMPS 21 39 39 MOCP (AMPS) 25 40 40 _ APPROX. WEIGHT LBS 586 170 170 NOTES 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 NOTES: 1) PROVIDE FACTORY INSTALLED THERMAL EXPANSION VALVE FOR HEAT PUMP. 2) NOT USED. 3) PROVIDE 7'—DAY PROGRAMMABLE THERMOSTAT WITH AUTO—CHANGEOVER COMPATABLE WITH HEAT PUMP UNIT(S). 4) ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR UNIT. 5) PROVIDE CIRCUIT BREAKERAND DISCONNECT FORAUXILIARY ELECTRIC HEAT SECTION. GRILLE, REGISTER, AND DIFFUSER SCHEDULE 10.3 MARK A B C MANUFACTURER TITUS TITUS TITUS MODEL TMS 30ORS 50F TYPE SUPPLY DIFFUSER SUPPLY REGISTER RETURN GRILLE NECK SIZE= L"XW" PER PLAN 18"X8" 22"X22" FACE SIZE L" BCW" 24"X24" 19-3/4"X9-3/4" 24"X24" FRAME TYPE LAY—IN DUCT—MOUNTED LAY—IN FINISH WHITE STEEL WHITE NOISE CRITERIA LEVEL <30 <30 N/A ACCESSORIES MARK SB D OBD E STR F MANUFACTURER TITUS TITUS TITUS MODEL 50F 50F 350ZRL TYPE RETURN GRILLE RETURN GRILLE SI DEWALL RETURN GRILLE NECK SIZE L"XW" 10"X22" 22"X46" 36"X34" FACE SIZE L" XW" 12"X24" 24"X48" 37-3/4")Q5-3/4" FRAME TYPE LAY—IN LAY—IN SURFACE FINISH WHITE WHITE WHITE NOISE CRITERIA LEVEL N/A N/A < 30 ACCESSORIES STR — ACCESSORIES: OBD—OPPOSED BLADE DAMPER, STR—SQUARE TO ROUND TRANSITION SB—SECTORIZED BAFFLE FLEXIBLE CONNECTION (TYPICAL) 1 A SEE PLAN M1 FOR EXHAUST DUCT CONNECTION TO LOUVER IIIIIIIIIIIIII IIIIIIIIIIIIIII ARAFT DAMPER (TYPICAL) EXHAUST EXHAUST NOTE: MOUNT EXHAUST FANS FROM STRUCTURE SUPPORTING THE GYPSUM BOARD CEILING. 0TOILET EXHAUST FAN DETAIL 3NOT TO SCALE . HEAT PUMP CONDENSING UNIT SCHEDULE MARK (HP-#) 11 2 3 MANUFACTURER TRANE TRANE TRANE MODEL TWA180 2TWA048 2TWA042 EER 10.1 10.3 10.3 HEAT PUMP HEATING MARK L-# OUTPUT 17°F 95,240 28,400 24,200 OUTPUT 0-47F 181,000 46,000 40,000 COP 3.04/2.84 3.16/2.40 3.16/2.26 PHYSICAL DATA IIIIIEEMIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111101101 ELF375DX _ N0, OF FANS 1 1 1 NO. OF COMP. 1 1 1 ELECTRICAL FREE AREA SF VOLTS/0/HZ 460/3/60 460/3/60 460/3/60 MCA AMPS 32.9 9 7 MOCP AMPS 45 15 15 APPROX. WEIGHT LBS 800 250 250 ACCESSORIES — — — NOTES 1 2, 3,4 1, 2, 3,4 1 2, 3, 4 NOTES: APPROX. WEIGHT LBS 1) PROVIDE LIQUID LINE SIGHT GLASS/ MOISTURE INDICATOR AND FILTER DRYER. 20 2) PROVIDE ACCESSORY ANTI -SHORT CYCLE CONTROL AND 5—MINUTE TIME WOMAN'S TOILET ROOM DELAY ON COMPRESSOR RESTART. 3) ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCH. COORDINATE WIH VENDOR FOR DETAILS AND INFORMATION. 4) PROVIDE LOW AMBIENT TO OPERATE UNIT TO 32°F AMBIENT OUTDOOR LOUVER SCHEDULE MARK (EF-#) 1 MARK L-# 1 2 MANUFACTURER RUSKIN RUSKI N MODEL ELF375DX ELF375DX TYPE FIXED DRAINABLE FIXED DRAINABLE SIZE W" X H" 18"X12" 30"X24" FREE AREA SF 0.61 2.45 MAX, FACE VELOCITY FPM 755 545 FINISH MILL FINISH MILL FINISH ACCESSORIES IS ACCESSORIES: IS -1 NSECT SCREEN AND EXTENDED SILL IS EXHAUST FAN CEILING EXHAUST AND VENTILATION FAN SCHEDULE MARK (EF-#) 1 2 MANUFACTURER PENN VENTILATION PENN VENTILATION MODEL Z8S Z8S TYPE CENTRIFUGAL CENTRIFUGAL DRIVE TYPE PERFORMANCE AIR FLOW CFM DIRECT 230 DIRECT 230 EXT. STATIC IN W.C. 0.25 0.25 FAN SPEED RPM ELECTRICAL VOLTS/0/HZ 1050 120/1/60 1050 mil 120/1/60 FAN MOTOR HP N/A N/A FAN MOTOR WATTS 77 77 ACCESSORIES BD, DS BD DS APPROX. WEIGHT LBS 20 20 SERVES MEN'S TOILET ROOM nommumumi mill ACCESSORIES: BD—BACKDRAFT DAMPER, DS—DISCONNECT SWITCH, WOMAN'S TOILET ROOM NOTES: 1) INTERLOCK FAN WITH LIGHT SWITCH. WRAPPED INSULATION COVERING RIGID ROUND DUCT RIGID ROUND SHEET METAL DUCT BALANCING DAMPER INSULATED SUPPLY DUCT BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. FLEXIBLE DUCT CONNECTION INSULATED FLEXIBLE DUCT ' PROTECTION SADDLE DIFFUSER STARTER COLLAR (MINIMUM 4") NOTES: 1) PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND. 2) PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. 3) PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. 0DIFFUSER CONNECTION DETAIL- FLEX DUCT 2NOT TO SCALE FAN SECTION ELECTRIC HEATER STRIP SECTION FLEXIBLE DUCT CONNECTOR INSTALL UNIT ON PLATFORM BY OTHERS. USE MOUNTING SPRINGS AND VIBRATION ISOLATORS AS REQUIRED. CONDENSATE OVERFLOW DRAIN V) Of INSULATE SUCTION LINE WITH 1/2" FLEXIBLE UNICELLULAR INSULATION. 1" X 20 GAUGE GALVANIZED SUPPORT STRAP SQUARE TO ROUND ADAPTOR (IF REQUIRED) INSULATE BACKPAN OF DIFFUSER I CEILING SUPPLY DIFFUSER WITH LAY—IN FRAME (SURFACE MOUNT FRAME SIMILAR) FLAT FILTER SECTION RETURN AIR DUCT OUTSIDE AIR II (DUCT. ` I 20 GAUGE GALVANIZED AUXILIARY DRAIN PAN CONDENSATE DRAIN. ROUTE CONDENSATE TO NEAREST DRAIN. 04AIR HANDLING UNIT INSTALLATION DETAIL NOT TO SCALE SILICONE ALL AROi 18 GAUC WALL SLI SILICONE ALL AR01 BIRD SCI EXTRUDE LOUVER EXTENDE NOTE: FLANGE MOUNTING INDICATED. FOR INSTALLATION IN MASONRY WALL, OMIT WALL SLEEVE AND PROVIDE RECESSED MOUNTING IN ACCORDANCE WITH LOUVER MANUFACTURER'S INSTALLATION INSTRUCTIONS, L-1 AND L-2 DO NOT HAVE BACKDRAFT DAMPER. 05 LOUVER WITH DAMPER DETAIL NOT TO SCALE i _. PLUMBING SPECIFICATION THE WORK INCLUDES MODIFICATION TO THE EXISTING PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND/OR ORDINANCES AND IS SUBJECT TO INSPECTION. HOOK-UP CHARGES, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE INCLUDED AS A PART OF THIS SECTION. THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES. INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. FIXTURES/EQUIPMENT FURNISHED BY OTHERS: PLUMBING CONTRACTOR SHALL PROVIDE UTILITY CONNECTIONS REQUIRED SUCH AS WATER, GAS, AIR, SUPPLIES, WASTE OUTLET, TRAPS, ETCETERA. AT ALL PLUMBING TYPE FIXTURES OR EQUIPMENT FURNISHED BY OWNER, GENERAL CONTRACTOR, EQUIPMENT SUPPLIER, ETCETERA. INCLUDED ARE STOP VALVES, ESCUTCHEONS, AND CHROME PLATED BRASS TUBING WITH COMPRESSION FITTINGS. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE PROJECT SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON-SITE. SANITARY DRAINAGE PIPING ABOVE/BELOW FLOOR SHALL BE PVC WHERE PERMITTED BY CODE & LOCAL AUTHORITIES. IF PVC IS NOT ALLOWED PIPING ABOVE FLOOR SHALL BE HUBLESS CAST-IRON PIPE, FITTINGS AND CONNECTIONS, AND PIPING BELOW GRADE SHALL BE SERVICE -WEIGHT HUB AND SPIGOT TYPE CAST-IRON WITH NEOPRENE GASKET JOINTS. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT FOR PIPE SIZES 3" AND SMALLER, 1/8" PER FOOT FOR PIPE SIZES 4" AND LARGER, UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE SYSTEM OF DWV PLASTIC WHERE PERMITED BY CODE & LOCAL AUTHORITIES. IF DWV PLASTIC IS NOT ALLOW, PIPING SHALL BE STANDARD WEIGHT CAST IRON NO -HUB VENT RISERS. THE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING. CONDENSATE AND INDIRECT DRAIN PIPING: TYPE M COPPER TUBING UP TO 1" 1D, TYPE DWV TUBING AND FITTINGS FOR 1-1/4" AND LARGER SIZES. CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF THE SAME SIZE AS THE PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUTS WITH ACCESSORIES TO OBSCURE FROM VIEW. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2" MINIMUM TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURE AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN -ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION: FLEXIBLE, ONE PIECE, EXPANDED CLOSED -CELL ELASTOMERIC PIPE INSULATION WITH REQUIREMENTS COMPLYING WITH ASTM C 518, SELF-SEALING, WITH A MAXIMUM VAPOR TRANSMISSION RATING OF 0.20 PERM WHEN TESTED ACCORDING TO ASTM E 96, THERMAL CONDUCTIVITY (K VALVE) SHALL NOT EXCEED 0.27 BTU*IN./HR.*FT2*'F AT 75'F MEAN TEMPERATURE, AND INSULATION AND JACKET SHALL BE RATED FOR OPERATING TEMPERATURES FROM 40'F TO 180'F. PROVIDE INSULATION THICKNESS AS INDICATED. DOMESTIC COLD WATER PIPING 1" & SMALLER: 1/2" THICKNESS DOMESTIC COLD WATER PIPING 1-1/4" - 2": 3/4" THICKNESS PLUMBING VENT PIPING WITHIN 6 FEET OF ROOF OUTLET: 1" THICKNESS HOT WATER & WASTE PIPING BELOW HANDICAP LAVATORIES/SINKS. DOMESTIC COLD WATER PIPING 2" & SMALLER: 1/2" THICKNESS CONDENSATE PIPING: 1/2" THICKNESS DOMESTIC HOT WATER PIPING 2" & SMALLER: 1/2" THICKNESS SHUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE OR OTHER EQUIPMENT ITEMS, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902-T, BALL VALVE, CHROME -FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB. W.O.G., SOLDER END. ACCESS PANELS SHALL BE PROVIDED WHERE CONCEALED CONTROL DEVICES, VALVES, ETCETERA. ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY -IN SUSPENDED CEILINGS, ACCESS PANELS ARE NOT REQUIRED. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT. INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEONS. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. FP-LuMBING SYMBOLS LEGEND - COLD WATER (CW) - - - - - - - - - COLD WATER (CW) - BELOW SLAB/GRADE F FIRE PROTECTION (F) - - HOT WATER (HW) D CONDENSATE LINE (D) OD CONDENSATE OVERFLOW LINE (OD) — PLUMBING VENT (V) ---�- SANITARY WASTE (SAN) - BELOW SLAB/GRADE -moo —tea PIPE TURNING UP/DOWN 1/2" TEE TURNING UP/DOWN +� oa SHUTOFF VALVE (BALL TYPE) ** FIXTURE IDENTIFICATION ** PLAN NOTE AFF/AFG ABOVE FINISHED FLOOR/GRADE IW INDIRECT WASTE PC PLUMBING CONTRACTOR CO CLEANOUT WCO WALL CLEANOUT FFCO/FGCO FLUSH FLOOR/GRADE CLEANOUT BV BALL VALVE AS ANGLE STOP FD FLOOR DRAIN RI ROUGH -IN OC ON CENTERS FPC FIRE PROTECTION CONTRACTOR MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR GENERAL NOTES A. SPECIFICATIONS, REFER TO PLUMBING SPECIFICATION ELSEWHERE IN DRAWINGS FOR FURTHER INFORMATION AND REQUIREMENTS FOR PLUMBING CONTRACTOR. B. SUSPEND ALL HORIZONTAL SERVICE PIPING SHOWN ON THIS PROJECT SUCH AS, BUT NOT LIMITED TO, WATER, SANITARY WASTE/VENT, GAS, ETCETERA FROM UNDERSIDE OF ROOF AND/OR FLOOR STRUCTURE, UNLESS OTHERWISE NOTED OR INDICATED. HOLD SUCH PIPING HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS, CHASES, ETCETERA. TO SERVE FIXTURES AND EQUIPMENT AS SHOWN ON PLANS. C. CONTRACTORS AND SUB -CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. D. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES, DROPS, AND OFFSETS, AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. E. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FITTINGS, VALVES, OFFSETS, ETCETERA. AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. SUBMIT SHOP DRAWINGS PER THE SPECIFICATIONS. F. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY, INCLUDING APPLICABLE SECTIONS OF ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. G. PROVIDE BACKFLOW PREVENTION DEVICES, (BPD) IN WATER LINES FEEDING PLUMBING FIXTURES AND/OR EQUIPMENT, AS SHOWN ON PLANS AND ELSEWHERE AS REQUIRED BY LOCAL AUTHORITIES. USE DEVICES OF APPROVED TYPE AND MANUFACTURER (ATMOSPHERIC VACUUM, PRESSURE VACUUM, DOUBLE CHECK, AND REDUCED PRESSURE). H. VERIFY SERVICE CONNECTION POINTS, SIZES, ELEVATIONS, AND METERING LOCATIONS FOR PROJECT WITH LOCAL UTILITIES COMPANY'S AND/OR CIVIL ENGINEER. SERVICES TO INCLUDE BUT NOT LIMITED TO DOMESTIC WATER, FIRE, SANITARY SEWER, STORM SEWER, GAS, ETCETERA. I. WATER PRESSURE, PLUMBING CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL LOCALLY REQUIRED DEVICES SUCH AS WATER METER, BACKFLOW PREVENTION DEVICES, ETCETERA. IS LESS THAN 55 PSIG STATIC, CONTACT OWNERS REPRESENTATIVES. IF PRESSURE IS IN EXCESS OF 80 PSIG 'STATIC, INSTALLATION OF PRESSURE REDUCING VALVE IS REQUIRED. J. WATER HAMMER ARRESTORS SHALL BE INSTALLED THROUGHOUT PLUMBING WATER SYSTEMS AS REQUIRED, REFER TO "WATER HAMMER ARRESTER" DETAIL ON SHEET P3. K. PROVIDE ESCUTCHEONS ON ALL WALL PENETRATIONS. L. WATER ENTRY SERVICE PIPING, NEW AND/OR REVISED. PLUMBING CONTRACTOR SHALL ENSURE AND PROVIDE MINIMUM 10'-0" LINEAL FEET OF METAL PIPING MATERIAL BELOW GRADE FOR CONNECTION OF ELECTRICAL SERVICE GROUNDING. [PLUMBING PLAN NOTES 1❑ REFER TO SHEET P1 FOR CONTINUATION. 2❑ PROVIDE VENT THRU ROOF IN THIS VICINITY PER "VENT THRU ROOF [VTR] DETAIL ON SHEET P3. F3 PROVIDE APPROVED BACKFLOW PREVENTION DEVICE AND WATER METER ON DOMESTIC WATER SERVICE PER LOCAL AND STATE AUTHORITIES AS REQUIRED. REFER TO "DOMESTIC WATER SERVICE ENTRY" DETAIL ON SHEET P3. ® PROVIDE WATER HEATER AND EXPANSION TANK IN THIS VICINITY PER "WATER HEATER" & "EXPANSION TANK" DETAILS ON SHEET P3. F5 PROVIDE A 12"x12" MINIMUM ACCESS PANEL. PLUMBING FIXTURE SCHEDULE TANK WATER CLOSET (HANDICAP): AMERICAN STANDARD #2377.100 "CADET 161z"H, #4098.700 TANK, FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED, 1.6 GPF, RIM 16Yz AFF; OLSONITE #95, OPEN FRONT SEAT LESS COVER, LOOSE KEY ANGLE STOP. Al TANK WATER CLOSET (HANDICAP): AMERICAN STANDARD #2377.100 "CADET 16Y2"H, #4098.900 TANK, RIGHT HAND TRIP LEVER, FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED, 1.6 GPF, RIM 16Y6" AFF; OLSONITE #95, OPEN FRONT SEAT LESS COVER, LOOSE KEY ANGLE STOP. ® TANK WATER CLOSET: AMERICAN STANDARD #2333.100 "CADET", FLOOR MOUNTED, WHITE VITREOUS CHINA, ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED 1.6 GPF, RIM 14" AFF. OLSONITE #95SS OPEN FRONT SEAT LESS COVER. PROVIDE LOOSE KEY ANGLE STOP. © URINAL (HANDICAP): AMERICAN STANDARD #6561.017 "TRIMBROOK", WHITE VITREOUS CHINA, 1.0 GPF, SIPHON JET, WALL MOUNTED, 3/4" INLET SPUD, FLUSHING RIM AND WALL HANGERS; SLOAN "ROYAL" #186-1 WITH VACUUM BREAKER AND ANGLE CHECK STOP. RI 17" AFF TO RIM. © LAVATORY (HANDICAP, WALL HUNG): AMERICAN STANDARD #0124.024 "COMRADE", 20"x18" VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION, WALL HANGER; CHICAGO FAUCET #1802A, 4" CENTER SET WITH 1000 HANDLES; GRID STRAINER DRAIN WITH TAILPIECE, CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL WITH ESCUTCHEON, LOOSE KEY ANGLE STOP VALVES, INSULATE WATER AND WASTE PIPES UNDER LAVATORY WITH TRUEBRO "LAV -GUARD 2" #102E -Z KIT. RI 34" AFF TO RIM. C1 LAVATORY (WALL HUNG): AMERICAN STANDARD #0124.024 "COMRADE", 20"x18", WHITE VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, SOAP DEPRESSION AND WALL HANGER. CHICAGO FAUCET #802-1000CP, 4" CENTER SET WITH SINGLE WING HANDLES. PROVIDE GRID STRAINER DRAIN WITH TAILPIECE, CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT, WASTE ARM TO WALL WITH ESCUTCHEON, 0.5 GPM AERATOR AND LOOSE KEY ANGLE STOPS. RI 31" AFF TO RIM. OD MOP BASIN: STERN WILLIAMS #MTB-2424BP, 24"x24"00" TERRAZZO CONSTRUCTION WITH INTEGRAL STAINLESS STEEL 3" DRAIN, #A-20 ANODIZED ALUMINUM CAP ALL EXPOSED SIDES, STAINLESS STEEL BACKSPLASH PANELS, #T -10 -VB FAUCET AND #T-35 HOSE AND HOSE BRACKET. MOUNT FAUCET 42" ABOVE FINISHED FLOOR. O WATER COOLER (HANDICAP): ELKAY #EZSTL8C, TWO LEVEL ACCESS, MINIMUM CAPACITY 8.0 GPH FROM 80'F TO 507 WITH AMBIENT TEMPERATURE OF 90'F UTILIZING A 325W, 115V, 60HZ SINGLE PHASE COMPRESSOR, LOOSE KEY ANGLE STOP, P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL. MOUNT ORIFICE OF HIGH UNIT AT 40Y4" AFF. FO FLOOR DRAIN (LIGHT DUTY): JR SMITH #2010 CAST IRON DRAIN WITH NICKEL BRONZE STRAINER, MEMBRANE FLASHING CLAMP. PROVIDE OUTLET WITH P -TRAP. CLEAN AND POLISH STRAINER TOP AFTER INSTALLATION. OPTIONAL ROUND OR SQUARE STRAINER. F1 FLOOR DRAIN (MEDIUM DUTY): JR SMITH #2110 CAST IRON DRAIN WITH 8.5„ CAST IRON BAR GRATE, MEMBRANE FLASHING COLLAR, AND SEDIMENT BUCKET. PROVIDE OUTLET WITH P -TRAP. © TRAP PRIMER: PRECISION PLUMBING PRODUCT #PRIME -RITE, AUTOMATIC OPERATIONS, 1/2” INLET AND OUTLET. SERVICE UP TO FOUR FLOOR DRAIN WITH DISTRIBUTION UNIT. INSTALL IN ACCESSIBLE LOCATION WITH PRIMER BEING A MINIMUM OF 6" ABOVE FLOOD LEVEL OF FLOOR DRAIN RIM. PROVIDE ACCESS PANEL AS REQUIRED. OH WATER HEATER (LOWBOY): A.O. SMITH #ELSC-20S, 20 GALLON STORAGE, 14 GPM RECOVERY AT 907, 2500 WATT HEATING INPUT WITH 120V, 1 PHASE ELECTRICAL SERVICE, SIX YEAR LIMITED WARRANTY, GLASS LINED STEEL TANK, IMMERSION ELEMENT: ZINC -PLATED, COPPER SHEATH, SCREW-IN TYPE, STEEL JACKET WITH ENAMEL FINISH, THERMOSTAT/HIGH LIMITS - TEMPERATURE CONTROL AND OVERHEAT PROTECTION, SIDE LOCATED 3/4" INLET/OUTLET CONNECTIONS. FACTORY INSTALLED T&P RELIEF VALVE. COMPLIES TO ASHRAE/IES 90.1-1999 & 2004 NAECA. OJ EXPANSION TANK: AMTROL #ST -5, THERM-X-TROL, MOUNT ON WALL WITH UNISTRUT AND CLAMPS ABOVE WATER HEATER. OK WALL HYDRANT: JR SMITH #5609QT ANTI -SIPHON, AUTOMATIC DRAINING WALL HYDRANT, NON -FREEZE INTEGRAL BACKFLOW PREVENTER, ALL BRONZE INTERIOR PARTS, KEY OPERATED, 3/4" SOLDER INLET. MOUNT 18" ABOVE FINISHED GRADE OR PER ARCHITECT'S REQUIREMENTS. © COUNTER SINK (DOUBLE): ELKAY #LR -3319 33"09.5N7.625" DOUBLE COMPARTMENT, SELF -RIMMING, 18 GAUGE STAINLESS STEEL COUNTERTOP SINK WITH FAUCET LEDGE. CHICAGO FAUCET #1100, 8" CENTER SET WITH 8" SWING SPOUT, 2 GPM AERATOR AND SINGLE WING HANDLES. PROVIDE ELKAY #LK -18B GRID STRAINER WITH TAILPIECE, LOOSE KEY ANGLE STOPS, P -TRAP WITH CLEANOUT & WASTE ARM TO WALL, CHROME PLATED. SET FIXTURE IN BED OF PUTTY. FIXTURE BRANCH SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (TANK) 1/2" -- 4" 2" URINAL (FLUSH VALVE) 1" -- 2" %11 LAVATORY 1/2 1/2" 1X2" 1X2" MOP BASIN 1/2" 1/2" 3" 1X.. WATER COOLER 1/2 -- 1X4" 1Y4" FLOOR DRAIN -- -- 3" 1X2" FLOOR DRAIN -- -- 4" 2" WALL HYDRANT 3/4" -- -- -- SINK 1/2" 1/2" 2" 1X2" SIZES ARE MINIMUM BRANCH SIZE TO FIXTURE. THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. O Christopher R. Larson, PE0043082 7, Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, Kansas 66211 T 913-383- �1A F 913-383- 8 larsonbinkley. r Florida Certificate of Authorization Number 8039 a MERCHANDISING REVISIONS BUILDING REVISIONS ENHANCEMENT PROJEC SCALE: 1/8" = 1'-0" DAT RI 10 1 8/23/06 CHANGED SQ F7—MEF a 0 P2 DESIGN BY: AM PLUMB/NG 84 L UMBER DRAWN BY: AM RISERS AND SCHEDULES DATE: 11/08/061 MELLONVILLE AVE. & CATAPULT ROAD IGHTYgFO ROUTE 51533 CITY OF SANFORD `(724) 228-3636 SEMINOLE COUNTY, FLORIDA Christopher R. Larson, PE0043082 7, T 913-383- �1A F 913-383- 8 larsonbinkley. r t (SI 1 F COPYRIGHT 2006 John C. Coulter, PE0030426 PROJECT INFORMATION SCALE: 1/8" = 1'-0" JOB NO. STORE NO. SHEET NO. P2 DESIGN BY: AM DRAWN BY: AM DATE: 11/08/061 — CONCRETE FLOOR TYPE "K" SOFT COPPER TUBE BELOW FLOOR SLAB WITHOUT JOINTS. SLOPE TOWARD ,FLOOR DRAIN TRAP. FLOOR DRAIN OR FLOOR PROVIDE ELASTOMERIC INSULATION SINK P—TIRAP WITH TRAP FROM TRAP TO ABOVE FLOOR SLAB PRIMER CONNECTION TRAP PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. OTRAP PRIMER 1 NOT TO SCALE HOT WATER TO FIXTURES/1 1 AS SHOWN ON PLANS 1 1 SHUT—OFF VALVE (TYP.) PIPE UNIONS, (DIELECTRIC REQUIRED FOR DISSIMILAR METALS, TYP.) D ELECTRIC WATER HEATER. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE. DRAIN VALVE -- ----- SET WATER HEATER ON MASONRY UNITS COLD WATER SUPPLY TO WATER HEATER 1 rt" WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING BUTYL DIAPHRAM (PROVIDE A 210 DEGREE F TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER . HARD COPPER RELIEF DISCHARGE LINE. FULL. SIZE OF VALVE OUTLET TO END OVER FLOOR DRAIN WITH 6 INCH AIR GAP. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120 DEGREES F. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. 0WATER HEATER 6NOT TO SCALE FLASHING COLLAR BY ROOF MANUFACTURER VERIFY PLUMBER'S REQUIREMENTS STANDING SEAM METAL ROOF 0001001:141►. MINIMUM 12" BELOW ROOF J I I PROVIDE PIPE INCREASER WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF—/ MINIMUM 12" ABOVE ROOF PROVIDE TAPE TO SEAL VAPOR BARRIER ON ROOF INSULATION TO VENT PIPE ANCHOR PIPE TO ROOF PURLIN WITH U—BOLT AROUND PIPE AND ANGLE IRON ATTACHED TO PURLIN PIPE CONNECTORS REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. VTR SHALL BE LOCATED A MINIMUM OF TEN FEET HORIZONTAL FROM OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE. LOCATE VTR A MINIMUM OF ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE PROVIDE 1" INSULATION WITH ALL—SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF. 0VENT THRU ROOF (VTR) 2NOT TO SCALE LULU WAI LN JUF'I'L TO WATER HEATER PIPE UNION: DIELECTRIC IF DISSIMILAR METALS BUTYL DIAPHRAGM PIPE HANGER NEXT TO PIPE TEE ELDED STEEL CPANSION TANK WITH JLYPROPYLENE LINING AIR CHARGING VALVE FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE IS A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE TENANT SPACE WATER SYSTEM OR BUILDING WATER SYSTEM. 0EXPANSION TANK 7NOT TO SCALE STEEL DOMESTIC COLD WATER LINE IN PLUMBING CHASE OR DECK UNDER FIXTURE. MAKE BRANCH TO TRAP PRIMER OFF TOP BEAM TOP OF THIS PIPE C—CLAMP TRAP PRIMER IN CHASE OR UNDER FIXTURE. INSTALL TRAP PRIMER PRIMER MINIMUM SIX INCHES ABOVE FLOOD RIM OF WITH INTEGRAL FIXTURE BEING SERVED VACUUM PROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONE BREAKER TRAP IS SERVED BY A PRIMER FOR PIPING PRIMER MAY BE LOCATED ABOVE CEILING WHERE PROVIDE ACCESSIBLE. IF LOCATED IN A CHASE OR WALL, COUPLING PROVIDE A HINGED, LOCKABLE, PRIME COATED ACCESS DOOR IN AN ACCESSIBLE BUT INCONSPICUOUS PLACE — CONCRETE FLOOR TYPE "K" SOFT COPPER TUBE BELOW FLOOR SLAB WITHOUT JOINTS. SLOPE TOWARD ,FLOOR DRAIN TRAP. FLOOR DRAIN OR FLOOR PROVIDE ELASTOMERIC INSULATION SINK P—TIRAP WITH TRAP FROM TRAP TO ABOVE FLOOR SLAB PRIMER CONNECTION TRAP PRIMER MAY BE LOCATED ABOVE CEILING WHERE ACCESSIBLE. OTRAP PRIMER 1 NOT TO SCALE HOT WATER TO FIXTURES/1 1 AS SHOWN ON PLANS 1 1 SHUT—OFF VALVE (TYP.) PIPE UNIONS, (DIELECTRIC REQUIRED FOR DISSIMILAR METALS, TYP.) D ELECTRIC WATER HEATER. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE. DRAIN VALVE -- ----- SET WATER HEATER ON MASONRY UNITS COLD WATER SUPPLY TO WATER HEATER 1 rt" WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING BUTYL DIAPHRAM (PROVIDE A 210 DEGREE F TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER . HARD COPPER RELIEF DISCHARGE LINE. FULL. SIZE OF VALVE OUTLET TO END OVER FLOOR DRAIN WITH 6 INCH AIR GAP. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120 DEGREES F. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. 0WATER HEATER 6NOT TO SCALE FLASHING COLLAR BY ROOF MANUFACTURER VERIFY PLUMBER'S REQUIREMENTS STANDING SEAM METAL ROOF 0001001:141►. MINIMUM 12" BELOW ROOF J I I PROVIDE PIPE INCREASER WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF—/ MINIMUM 12" ABOVE ROOF PROVIDE TAPE TO SEAL VAPOR BARRIER ON ROOF INSULATION TO VENT PIPE ANCHOR PIPE TO ROOF PURLIN WITH U—BOLT AROUND PIPE AND ANGLE IRON ATTACHED TO PURLIN PIPE CONNECTORS REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. VTR SHALL BE LOCATED A MINIMUM OF TEN FEET HORIZONTAL FROM OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE. LOCATE VTR A MINIMUM OF ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE PROVIDE 1" INSULATION WITH ALL—SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF. 0VENT THRU ROOF (VTR) 2NOT TO SCALE LULU WAI LN JUF'I'L TO WATER HEATER PIPE UNION: DIELECTRIC IF DISSIMILAR METALS BUTYL DIAPHRAGM PIPE HANGER NEXT TO PIPE TEE ELDED STEEL CPANSION TANK WITH JLYPROPYLENE LINING AIR CHARGING VALVE FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE IS A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE TENANT SPACE WATER SYSTEM OR BUILDING WATER SYSTEM. 0EXPANSION TANK 7NOT TO SCALE STEEL PIPE SIZE DECK A TOP BEAM ALL—THREAD ROD. C—CLAMP LENGTH AS REQ'D IF STEEL BAR JOIST FOR PIPE SLOPE V, PROVIDE COPPER D OR NON—METALLIC ADJUSTABLE BAND HANGER COATING WHERE CLEVIS HANGER FOR FOR PIPING HANGERS CONTACT PIPE OVER FOUR INCH FOUR INCH BARE COPPER PIPE O OR LESS ---- i i DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN STS. FROM BOTTOM OF JOISTS. INSULATED PIPE LARGER THAN 3/4". VERIFY INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12'; 3"=11'; 2)�"=10'; 2"=9' 1Y2"=8'; 1Y4"=7'; 1"=6'; Y4"=6'; Y2"=5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4"=14'; 3"=12'; 2 Y2"=11'; 2"=10'; lY2"=9'; 1"=7'; Y/4"=6'; X"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. 0PIPE HANGERS 3NOT TO SCALE PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. MEMBRANE CLAMP FLOOR SLAB ON GRADE AS REQUIRED FORSAME SIZE AS SEWER UP TO 4" DEPTH OF SEWER �� MAXIMUM HUB AND SPIGOT CAST LONG SWEEP ELBOW AT END OR IRON PIPE BELOW FLOOR TURN OF RUN SANITARY OR SEWER LINE ---- INE STORM COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE �— DIRECTION OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. 0FLOOR CLEANOUT 8NOT TO SCALE COVER VALVE BODIES WITH INSULATION, BUT NOT UNIONS MITER THE INSULATION AT \ TAPE JOINTS OF TEES AND ELBOWS SO THAT THERE ARE NO GAPS AT JOINTS. INSULATION _/ PROVIDE ONE—PIECE PRE—MOULDED PVC PROVIDE A ONE FOOT LENGTH FITTING COVERS OF NON—COMPRESSIBLE INSULATION AT HANGERS FOR PROVIDE INSULATION ON DOMESTIC ALL PIPE 2" AND LARGER HOT/COLD WATER PIPES, STORM WATERTREATMENT OF INSULATION AT PIPES, AND CONDENSATE DRAIN PIPING IN WALLS AND CHASES =3 PENETRATION OF WALLS AND FIREWALLS PROVIDE INSULATION WITH ALL—SERVICE JACKET WITH VAPOR BARRIER ON ALL COLD/HOT WATER PIPING AND CONDENSATE DRAIN PIPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION REGARDING INSULATION. INSTALL ALL ITEMS PER SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. MAINTAIN VAPOR BARRIER ON COLD PIPING BY MEANS OF SEALANT AND TAPE. FLAME—SPREAD AND SMOKE—DEVELOPED INDEXES SHALL NOT EXCEED 25/50. SEAL EXPOSED ENDS OF FIBERGLASS INSULATION WITH ADHESIVE MASTIC. 0PIPE INSULATION 4NOT TO SCALE VERIFY WITH LOCAL CODES IF/WHEN VENT IS REQUIRED FOR THE LENGTH OF DRAIN. TEE WITH CLEANOUT PLUG MAKE 6" HIGH, OPEN TO ATMOSPHERESIZE AS SHOWN ON PLANS SEE PLAN FOR SIZE A/C COOLING OF PIPE AND COIL WITH DRAIN DISCHARGE LOCATION 14 1 " PAN D 1 �� OD i WATERTIGHT DRIP PAN SLOPE PIPE AS MUCH AS BY MECH CONTRACTOR POSSIBLE TOWARD DISCHARGE, SUSPENDED BELOW UNIT MINIMUM 1%. PROVIDE CLEANOUTS IN TURNS AND TEE WITH CLEANOUT PLUG ENDS OF PIPE. USE TYPE "M" OR "L" HARD COPPER FOR 1" FLEXIBLE CONNECTION WHEN ATTACHED PIPE SIZE AND TYPE "DWV" TO MOTORIZED UNIT (6" REINFORCED FOR PIPE AND FITTINGS NEOPRENE HOSE WITH HOSE CLAMPS) — LARGER THAN 1" OTHERWISE PROVIDE UNION TRAP 2" DEEPER THAN FAN INSULATE PIPE WITH Y2" FIBERGLASS TOTAL STATIC PRESSURE (MINIMUM 4" DEEP) WITH ALL—SERV JACKET ARRANGEMENT SHOWN IS SCHEMATIC. COORDINATE WITH OTHER ITEMS. DISCHARGE INTO RECEPTOR WITH AIR GAP OF TWO PIPE DIAMETERS. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. VERIFY ROUTING OF CONDENSATE BEFORE HANGING UNIT. 0AIRTO9 NOT HANDLING UNIT CONNECTION SCALE HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' � INSTALL PER PDI LONG, PROVIDE ONE WHA AT END OF LINE PDI i STANDARDS AND IF BRANCH IS GREATER THAN 20' LONG, SIZE MANUFACTURER'S PROVIDE ANOTHER WHA IN MIDDLE, EACH"" "A" INSTRUCTIONS SIZED FOR HALF THE FIXTURE UNILTS SINGLE FIXTURE MULTIPLE FIXTURES PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A Y2" 1-11 B Y4" 12-32 C V, 33-60 D 14" 61-113 E 1Y2" 114-154 F 2" 155-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT TANK WATER CLOSET 5.0 -- URINAL 5.0 LAVATORY 1.5 1.5 WATER COOLER 0.25 -- MOP BASIN 2.25 2.25 WALL HYDRANT 2.0 -- PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0—RING CONSTRUCTION, HAVING PDI #WH -201, ASSE #1010 AND ANSI #A1 12.26.1 M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS " AND/OR PER THE TABLES SHOWN ABOVE. 0WATER HAMMER ARRESTERS 5 NOT TO SCALE 1Y" 2 PRESSURE REDUCING VALVE, WATTS #N223, BRONZE BODY, SCREWED CONNECTION, SET AT 75 PSI t REDUCED PRESSURE TYPE BACKFLOW PREVENTION DEVICE, WATTS MODEL 909 SERIES OR APPROVED EQUIVALENT SIZE U2" — GATE VALVE: BRONZE BODY, SCREWED, RESILIENT SEATED, NRS. DO NOT USE A QUARTER TURN VALVE COPPER WATER SERVICE ENTRY TO 6" ABOVE FLOOR WITH SLEEVE AND CAULK 1'-7" WATER M ETER (29 GPM) TYPICAL BALL VALVE: BRONZE BODY, FULL PORT, SCREWED ENDS FIXED AIR GAP DRAIN CONNECTION WITH DRAIN PIPING TO DRAIN TERMINATION POINT, SEE PLANS 12" MIN. FLOOR SLAB 1V _ SUPPORT PIPING VIA STRAINER: BRONZE BODY, PIPE STANDS AND/OR SCREWED, STAINLESS STEEL WALL BRACKETS AS SCREEN. MOUNT AS REQUIRED, TYP. REQUIRED FOR SCREEN REMOVAL. DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. INSTALL ITEMS FURNISHED BY WATER COMPANY, PAY ANY FEES REQUIRED BY WATER COMPANY, FURNISH AND INSTALL ITEMS NOT PROVIDED BY THE WATER COMPANY. PROVIDE BACKFLOW PREVENTER OF TYPE AND MANUFACTURER APPROVED BY LOCAL AUTHORITIES. PROVIDE PRESSURE REDUCING VALVE ONLY IF PRESSURE EXCEEDS 80 PSI — VERIFY. STRAINER AND REDUCING VALVE MAY BE INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE IT. CLEAN STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED CERTIFICATION OF TESTING OF THE BACKFLOW PREVENTER TO LOCAL AUTHORITIES. 10 DOMESTIC WATER SERVICE ENTRY NOT TO SCALE ..b kit �" X939e.N\ 0'7—/737 a 3 I