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4035 W 1 St 05-4161 Sprinklers
05-3�so Q5-��22 CITY OF SANFORD FIRE DEPARTMENT �- �} FEES FOR SERVICES i0 HONE # 407-302-1091 * FAX #: 407-330-5677 ` DATE: C" PERMIT #: C1 s f 1� 4 \,C)� BUSINESS NAME / PROJECT: ADDRESS: PHONE NO.: --L FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. HOOD [ ] PAINT BOOTH [ ] BURN PERMIT TENT PERMIT ] TANK PERMIT [) OTHERh-- TOTAL FEES: $ _ s (PER UNIT SEE BELOW),�s S COMMENTS: Address / Bldg. # / Unit # Square Footage Fees per Bldg.</ Unit 1. 2. . 3 4 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. . f 15. 16. 17, 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire,Prevention division before any further services can take place. " I certify that the above is true and correct and that will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Preventio n Applicant's Signature i MOKOO CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1 @mckeeconstructionco.com Florida License CBC 048972 d }fief Dc-e c}a 91d- jt7o �- F CIO r = I A���� P�h ,. fah' 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO. FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS 61 SUBMISSIONS DATE DESCRIPTION FRIDAY - 11 FEB 2005 PRELIMUNARY CLIENT DESIGN REVIEW C'4ECK SET WEDNESDAY 23 FEB 2005 SECOND CLIENT DESIGN REVIEW CHECK SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ELECTRICAL PLAN PROJECT NO: AD-2005.04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETYE-1 SHEET SET: WTEMP SHEET SET PRINT DATE: W24x16.d g V., 2,002n(2002 WATER FLOW TEST SUPPLY FIRE PUMP T: 8/25/05 T: 8:14 A.M. FGALLONS RATED CAPACITY: RATED PRESSURE: SURE: 72 PSI PUMP TYPE: ESSURE: 64 PSI OWING: 1220 GPM WELL PUMP GPM AVAILABLE: COS PSI AVAILABLE: W z J W W ABBREVIATIONS CENTERLINE ELEVATION CL= ELEVATION TOS = TOP OF STEEL G = GROOVED PIPE END T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER l a o 4" FLANGE TEE, 4" GROOVED FLAP, 4" GROOVE, THREAD CHECK VALVE�� 4"x2-f'x2- FDC Q j 411 FLANGE 9W EL, GRADC 4" D. 30" MIN. 4" D.I. 4 M.J. 90, ELL 4" BLUE BRUTE PVC 4" BLUE BRUTE PVC �:r7— CLASS 150. DR-18 CLASS 200, DR-147�3 FROM CITY TO BUILDING w DETAIL FOR NEW AMES 3000 DDC BACKFLOW PREVENTER (SEE FIRE PROTECTION UNDERGROUND PLAN FOR LOCATION) v tt .fir-- .,— _ — _____ 117 r jf, W 7' h /! UJ O Cl EXISTING PARKING AREA LOT #1-1,22 AC v EXISTING PARKING AREA `"' I i v�y /% ``, '' �l r� ry,; I ,.: 1 L Wpm 1 �i EXISTING 1-STORY OFFICE / RETAIL' 1' -0 , 4 FIN. FLOOR GRADE FIRE PROTECTION UNDERGROUND PLAN N • / f d f SCALE: 111 ❑ 30'0" 0 a M.J. ELL W/ MEGA -LUGS 4" PVC-900 AND/OR RODDING DETAIL OF PIPE IN/OUT OF BLDG. N.T.s. SIZE MATERIALS LOCATION TYPE DESIGN SYSTEM NO. CRITERIA 411 U/G PVC DR=14/CL. 200 HAZARD 4" U/G PVC DR-18/CL. 160 SPACING 411 U/G DI CL. 350 K FACTOR ALL U/G M:J/DI INSIDEHOSE OUTSIDEHOSE RACK GP HYDRAULICALLY DESIGNED SYSTEM LOCATION SYMBOL QUANTI 0.OF SPRINKLERS DENSITY DESIGN AREA GPM DISCHARGE RESIDUAL PSI AT SUPPLY 3" 6RV. ELL TO OVERHEAD SYS. 0 12 HEAD CAB, W/ WRENCH FLOW SWITCH ALARM BELL 31, X G-G -' 3" RELIABLE MOD, G CHECK VALVE W/ FULL TRIM 3 GRV, BUTTERFLY VA, W/ T.S. 2" bRAIN TO OUTSIDE 3" x F-G SPOOL PC. 4" FLANGE SPIGOT FIN, FLR, 4" CL,350 D.I. PIPE W/ FACE OF UNIFLG. @ 36" AFF 4" M.J. ELL CONNECTED TO 4" PVC 900 FROM 4" BACKFLOW RISER DETAIL N.T.S. TYPES OF SPRINKLERS 2 THREAD I TEMP. I MAKE & MODEL TYPE FINISH ESC. W �c z O Z w 0 uj z a z y DRAINAGE EASEMENT FOR RETENTION AREA UNDERGROUND NOTES: r ALL UNDERGROUND PIPE AND FITTINGS TO MEET THE MINIMUM REQUIREMENT5 OF NFPA 24, 2002 ED. INSTALLATION TO MEET THE REQUIREMENTS OF NFPA 24, 2002 ED. MINIMUM BURY SHALL BE 3'-0" ALL WATER LINES FOR FIRE SPRINKLER SYSTEMS SHALL BE TESTED AT 200 psi FOR TWO (2) HOURS MINIMUM. DUCTILE IRON PIPE, CLASS 350 SHALL BE USED FOR PIPING TO ABOVE GRADE ALL EXTERIOR MATERIALS PIPE AND MATERIALS SHALL BE UL LISTED FOR i THEIR INTENDED USE AND BE PROPERLY PROTECTED AGAINST EXPOSURE. UNDERGROUND PIPING SHALL BE FLUSHED PER N.F.P.A. #24 BEFORE CONNECTING TO THE OVERHEAD FIRE SPRINKLER SYSTEM PIPING. CLASS 200 PIPING SHALL BE USED FOR ALL UNDERGROUND FIRE LINE ! ON SYSTEM SIDE OF P.O.S. -� APPROVED JOINT RESTRAINTS SHALL BE USED ACCORDING TO NFPA 24 AT ALL CHANGES IN DIRECTION AND ON PIPE RUNS ACCORDING TO MFGRS j RECCOMENDATIONS i) REFER TO ANY LOCAL REi.OUIlIkEMENTS BEFORE INSTALLING OR NAKIN& A CONNECTION TO THE FIRE SERVICE CONNECTION. I I. I I i REVIEWED g nfr E1r Pre �w. OF w"I Date: PLANS REVIEWED CITE" OF SANFORD IRS Ift EM OS rERM Ck 10 N SYMBOLS LEGEND 1 1 c ------ EX. UNDERGROUND PIPE o �"C%j W. L1� NEW UNDERGROUND PIPE`o _.X U ` >-1 SYSTEM RISER ., < pm BACKFLOW PREVENTER ` 00 . a CHECK VALVE- ' AWWA VA, & ROADWAY BOX �,� ,. ,5� : , - -- ` 5" PUMPER HYDT. W/ 42 BURY J t5 t EXISTING FIRE HYDRANT �N GATE VALVE 1 09/9/05 1 RELEASE FOR UG PERMIT WOS IV N0. DATE REVISION DESCRIPTION BY. N S �# .'--- MGM= RIMMS INITIALS DATE STATUS I D r SUBMITTAL FAB & INSTALL AS -BUILT$ FIRE SPRINKLER PLAN + +� iI OF KEP,5 TEMPOPARY STAFFING a A, ig inton 4036 W. SR 46 J FIRE PROTECTION SANFORD, FL. ENGINEERING, INC. DRAWN BY: WOS IV DATE: 9/9/05 Florida Certification of Authorization # 7977 Orlando, Florida Tam a, Florida El West Palm Beach, Florida (407) 831.-3414 (813) 623-2333 (561) 540-4420 SPRKS. ON JOB: SCALE: AS NOTED El Jacksonville, Florida Miami, Florida El Melbourne, Florida APPROVALS: CITY OF SANFORD (904) 262-610.7 (305) 898-2402 (321) 722-5585 CUSTOMER NAME: McKEE CONSTRUCTION Ft. Myers, Florida Davtona. Florida (941) 278-5956 (386) 257-4300 CONTRACT NO. 2010322 SHEET NO. FP1 OF FP1 R 1 I tn W - w "o 3m 3� L6 oix H 4" FLANGE TEE, 4" GROOVED FLANGE 4" GROOVE, THREAD CHECK VALVE 4"x2'fx2f' FDC 4" FLANGE 90° EL, QRADC 30" MIN. 4" Q.I. - 2 4" BLUE BRUTE PVC 4" M.J. 90" ELL 4" BLUE BRUTE PVC CLASS 150; DR-18 �-+ CLASS 200, DR-14 FROM CITY TO BUILDING �u ix DETAIL FOP, NEW AMES 3000 DDC BACKFLOW PREVENTER p(SEE FIRE PROTECTION UNDERGROUNb PLAN FOR LOCATION) r Lj w 2 J W CY 3" GRV. ELL TO OVERHEAD SYS. 11' =0" AFF 0 12 HEAb CAB, W/ WRENCH FLOW SWITCH ALARM BELL U[ 3" x s•-G j�✓ 3" RELIABLE MOD, G CHECK VALVE W/ FULL TRIM 3" GRV. BUTTERFLY VA, W/ T.S. 2" DRAIN TO OUTSIDE 3" x F-G SPOOL PC. 8 4" FLANGE SPIGOT FIN. FLR, 4" CL.350 D.I.PIPE W/ FACE OF UNIFLG. @ 36" AFF 7 4" M.J. ELL CONNECTED TO 4" PVC 900 FROM 4" BACKFLOW RISER DETAIL N.T.S. W a Z O Z w Z Z F�- Lu DRAINAGE EASEMENT FOR RETENTION AREA SYMBOLS LEGEND 1' -0 ------ EX. UNDERGROUND PIPE NEW UNDERGROUND PIPE A SYSTEM RISER BACKFLOW PREVENTER ` FIN. FLOOR N CHECK VALVE GRADE FIRE PROTECTION SITE PLAN \\/ AWWA VA. & ROADWAY BOX SCALE: T' a 30'-0" s V 5" PUMPER HYbT. WI42" BURY. M.T. ELL WI MEGA -LUGS EXISTING FIRE HYDRANT 4" PVC-900 ANDI'OR RODDING ►M GATE VALVE DETAIL OF PIPE IN/OUT OF BLDG. N.T.S. WATER SUPPLY ABBREVIATIONS MATERIALS DESIGN CRITERIA FLOW TEST FIRE PUMP {= CENTERLINE SIZE LOCATION TYPE SYSTEM NO. DATE OF TEST; 8/25/05 RATED CAPACITY: f-L- ELEVATION HAZARD TIME OF TEST: 8:14 A.M. RATED PRESSURE: TOS =,TOP OF STEEL SPACING STATIC PRESSURE: 72 PSI PUMP TYPE: " G = Gf, VED PIPE END K FACTOR RESIDUAL PRESSURE: 64 PSI WELL PUMP T = THE ' END F = FLANGED PIPE END INSIDE HOSE GALLONS FLOWING: 1220 GPM GPM AVAILABLE: OUTSIDE HOSE TESTED BY: COS PSI AVAILABLE: C-C = CENTER TO CENTER RACK GPM HYDRAULICALLY DESIGNED SYS LOCATION NO, OF SPRINKLERS DENSITY DESIGN AREA GPM DISCHAP�E RESIDUAL PSI AT SUPPLY N TYPES OF SPRINKLERS SYMBOL QUANTITY K-FACTOR THREAD TEMP, MAKE & MODEL TYPE FINISH ESC. 1 09/13/05 RELEASE FOR PERMIT SUBMITTAL WOS IV NO. DATE R-7 EVISION DESCRIPTION BY. I j UNDERGROUND NOTES: ALL PIPE AND FITTINGS TO MEET THE MINIMUM REQUIREMENTS OF NFPA 24, 2002 ED. INSTALLATION TO MEET THE MINIMUM REQUIREMENTS OF NFPA 24, 2002 ED. MINIMUM BURY SHALL BE 3'-0" ALL WATER LINES FOR FIRE SPRINKLER SYSTEMS SHALL BE TESTED AT r , 200 psi FOR TWO (2) HOURS MINIMUM. DUCTILE IRON PIPE SHALL BE USED FOR PIPING TO ABOVE GRADE s' ALL EXTERIOR MATERIALS PIPE AND MATERIALS SHALL BE UL LISTED FOR THEIR INTENDED USE AND BE PROPERLY PROTECTED AGAINST EXPOSURE. ' UNDERGROUND PIPING SHALL BE FLUSHED PER N.F.P.A. #24 BEFORE t j CONNECTING TO THE OVERHEAD FIRE SPRINKLER SYSTEM PIPING, CLASS 200 PIPING SHALL BE USED FOR ALL UNDERGROUND FIRE LINE ON SYSTEM SIDE OF P.O.S. ` tt APPROVED JOINT RESTRAINTS SHALL BE USED ACCORDING TO NFPA 24 AT ALL CHANGES IN DIRECTION AND ON PIPE RUNS ACCORDING TO MFGRS RECCOMENDATIONS. REFER TO ANY LOCAL REQUIREMENTS BEFORE INSTALLING OR MAKING A CONNECTION TO THE FIRE SERVICE CONNECTION: PERMI'll Mao i Of CO 1 la L1J z� Cq0 ; °M auMGinTOn RMCI IS INITIALS DATE STATUS I 2 1f SUBMITTAL FAB & INSTALL P UP AS-BU I LTS FIRE SPRINKLER PLAN • WORKEW,S TEMPORARY STAFFING iginto 4035 W. SR 46 FIRE PROTECTION SANFORD, FL, ENGINEERING, INC. -DRAWN BY WOS IV DATE: 9/13/05 Orlando, Florida Tampa, Florida West Palm Beach, Florida SPRKS.ON JOB: 104 SCALE: AS NOTED (407) 831-3414 (813) 623-2333 (561) 540-4420 El Jacksonville, Florida• Miami, Florida Melbourne, Florida APPROVALS. CITY OF SANFORD (904) 262-6107 (305) 888-2402 (321) 722-5585 - CUSTOMER NAMt : MCKEE CONSTRUCTION - Ft. Myers, Florida Davtona, Florida (941) 278-5955 (386) 257-4300 1 CONTRACT NO. 2010322 SHEET NO. FP1 OF FP2 i W24x36d y Var2A02Y f2002 - '7 DA/2 SYSTEM DESIGNED FOR A LIGHT HAZARD OCCUPANCY ACCORDING TO NFPA 13, 2002 EDITION, WITH A DENSITY OF ,10 GPM/FT' UP TO AND INCLUDING THE MOST REMOTE DA/1 SYSTEM DESIGNED FOR ACCORDING TO NFPA 13 OF .10 GPM/FT' UP TO A 1,500 FT'. A HOSE STRE HAS BEEN ADDED AT TP EXCEED 225 FT-. WATER SUPPLY FLOW TEST FIRE PUMP DATE OF TEST: 8/25/05 RATED CAPACITY: TIME OF TEST: 8:14 A,M. RATED PRESSURE: STATIC PRESSURE: 72 PSI PUMP TYPE: RESIDUAL PRESSURE: 64 PSI WELL PUMP GALLONS FLOWING: 1220 GPM GPMAVAILABLE: TESTED BY: COS PSI AVAILABLE: ABBREVIATIONS MATERIALS {= CENTERLINE SIZE LOCATION F-L= ELEVATION 2 1/2" - 3" RISER & MAINS TOS = TOP OF STEEL 1"- 2" BL Is, AO Is & RN's G = GROUVED. PIPE END 1n DROPS T = THFFADED F ' END ALL FITTINGS F = FLANGED PIPE END C-C = CENTER TO CENTER 1 JA" BUILDING SECTION N.T.S. 1" IN GLOBE VALVE lax 1-6 T-T GALV, a 4n 1 " GALV. E L BOW SMOOTH BORE CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER INSPECTOR'S TEST DETAIL ,ROUND N,T.S. )R CONTINUATION NOTE: 5 W/UR's RUN V-0" BELOW DECK /UR's RUN W/ ROOF SLOPE, 5 ARE IN CUT LENGTHS NSTALLED IN 1" X 1/2" :UTURE CHANGES. E FIRE PROTECTION FLOOR PLAN IN S SCALE: 1/811 = 1' Oil DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS TYPE SYSTEM NO. 1 1 LOCATION DA 1 DA 2 SYMBOL QUANTITY K-FACTOR THREAD TEMP, MAKE & MODEL TYPE FINISH ESC. SCH. 7 HAZARD LIGHT LIGHT NO. OF SPRINKLERS 13 10 0 75 5.6 1/2" 155° TYCO TY-FRB SSP CHR. REC. XL SPACING 225 FT' MAX 226 FT: MAX DENSITY IO GPM/FT2 .1O GPM/FT2 0 29 5.6 1/2" 2000 TYCO TY-FRB SSU BRASS NONE SCH. 40 K FACTOR 6,6 5,6 DESIGN AREA 1660.23 FT' 1084,25 FT m CI,DI MI INSIDE HOSE 0 0 GPM DISCHARGE > 64.62 GPM 33 8.25 GPM OUTSIDE HOSE 100 100 RESIDUAL PSI AT 59.941 PSI 56.709 PSI 1 09/13/05 RELEASE FOR PERMIT SUBMITTAL WOS IV RACK GPM NA NA SUPPLY NO. DATE REVISION DESCRIPTION BY. HANGER LOCATION DETAIL PIPE SIZE A B* C 1" 3'-0" MAX. 12'-0" MAX. 3" MIN. 14" W-O" MAX. 12'-0" MAX. 3" MIN. 12 5'4' MAX. 15'-0" MAX. 3" MIN. — - _ IT A B* SPRINKLER HEAD STEEL PIPE HANGER RING * MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES HANGER NO.18S STEEL SAMMY SIDEWINDER AND ROD Z PURLIN SAMMY SIDEWINDER T PURLIN DEPTH MAX. Rounded to c '� Nearest Inch - SWIVEL RING NOTE ON PLAN: HANGER NUMBER AND'A7 DIMENSION DESIGN CRITERIA OFFICE BUILDING: LIGHT HAZARD OCCUPANCY ONE (1) WET AUTOMATIC FIRE SPRINKLER SYSTEM THIS PROTECTION IS TO BE DESIGNED ACCORDING TO THE 2002 EDITION OF NFPA 13 AND 2002 EDITION OF NFPA 24 TO PROTECT A LIGHT HAZARD OCCUPANCY. A MINIMUM DENSITY OF .10 GPM PER SQ. FT. MUST BE PROVIDED OVER ANY, INCLUDING THE HYDRAULICALLY MOST REMOTE 1,600 SQ. FT. UTILIZING 1/2", K=5.6. 200 DEGREE F. OUICK RESPONSE SPRINKLERS. CALCULATIONS SHALL INCLUDE 100 GPM FOR INSIDE AND OUTSIDE HOSE STREAM DEMANDS AND BE ADDED AT THE SUPPLY. 1/2", 5.6 K, 155 DEGREE F, QUICK RESPONSE PENDANTS WILL BE USED IN THE OFFICES. HEAD SPACING NOT TO EXCEED 225 FT'. HYDRAULIC INFORMATION SHALL BE PROVIDED ON SPRINKLER RISER. ALL PIPE SIZES WERE DETERMINED BY HYDRAULIC CALCULATIONS, GENERAL NOTES ALL MATERIALS AND INSTALLATIONS TO BE U.L. LISTED AND CONFORM TO THE LATEST EDITION OF NFPA PAMPHLET #13. ALL PIPE, FITTINGS AND HANGERS WILL. MEET THE MINIMUM .REQUIREMENTS OF, AND BE INSTALLED IN ACCORDANCE WITH THE 2002 EDITION OF NFPA 13 h 20/02 ED. OF NFPA 24. PIPING 2" AND SMALLER TO BE THREADED, XL, STEEL PIPE AND SCH. 40 DROPS MANUFACTURED IN ACCORDANCE WITH ASTM A-53, FITTINGS FOR THIS PIPING TO BE UL LISTED. BLACK. STANDARD WEIGHT, CAST OR MALLEABLE IRON WITH A WORKING PRESSURE OF 175 PSI AND MEET THE REQUIREMENTS OF ANSI B16.4 AND B16.1 PIPING 2 1/2 " AND LARGER TO BE A MINIMUM OF SCHEDULE 7. BLACK STEEL. PIPE MANUFACTURED IN ACCORDANCE WITH ASTM-A135 USING WELDED, GROOVED ANDIOR FLANGED FITTINGS ONLY. AS SPECIFIED HEREIN. PIPING THAT IS LESS THAN SCHEDULE 40 CAN BE ROLL GROOVED ONLY, WELDED FITTINGS TO BE BLACK STEEL SEAMLESS OR WELDED AND AS PER ASTM-234, GROOVED MECHANICAL COUPLINGS TO BE UL LISTED, DUCTILE, OR MALLEABLE IRON W/ A SYNTHETIC RUBBER GASKET AND NUTS, BOLTS , PINS, TOGGLES OR LUGS TO SECURE PIPE AND FITTINGS. GROOVED MECHANICAL FITTINGS TO BE DUCTILE ASTM A-536, MALLEABLE ASTM A-47, OR FABRICATED STEEL ASTM-A63 TYPES E OR F WITH GROOVES OR SHOULDERS TO ACCEPT GROOVED END COUPLINGS. GROOVED FLANGES TO BE PER ONSI 916.1, CLASS 126, W RAISED GROUND FACE. FLANGED FITTINGS TO BE BLACK CAST IRON SHORT BODY CLA55 125 AS PER ANSIB-16,1 AND ANSI 13-18.2, GASKETS TO BE FULL FACE OF 1/8" MINIMUM THICKNESS RED SHEET RUBBER. UL LISTED SLIP -WELD TYPE STEEL FLANGES ARE ALSO PERMITTED. ALL WATER LINES FOR FIRE SPRINKLER SYSTEMS SHALL BE TESTED AT 200 PSI FOR A MINIMUM TWO (2) HOURS SPARE SPRINKLERS AND WRENCH ARE TO BE PROVIDED PER NFPA AND LOCATED NEAR RISER. PENETRATIONS THROUGH FIREWALLS TO BE PROTECTED WITH U.L. LISTED A55EMBLY(5). ALL INSPECTORS' TEST CONNECTIONS AND LOW POINT DRAINS TO BE PROVIDED PER NFPA 13. ALL ELECTRICAL WIRING AND/OR CENTRAL STATION SUPERVISION IS TO BE THE RESPONSIBILITY OF OTHERS SPRINKLERS TO BE PLACED UNIFORMLY, BUT NOT CENTER OF TILE. EV '� Cn I cm r-, C3} � .` �' Ui Ll- < ca 1.0 . iLU CM WIGInTOn RMIWS INITIALS DATE STATUS / SUBMITTAL FAB & INSTALL AS-BUILTS FIRE SPRINKLER PLAN • WORKER' 5 TEMPORARY STAFFING 1111allig AA, I igi ton 4035 W. 5R 46 6 FIRE PROTECTION SANFORD, FL, ENGINEERING, INC. DRAWN BY: WOS IV DATE: 9/13/05 (407)Orlando,Florida Tampa, Florida West Palm Beach, Florida SPRKS. ON JOB: 104 SCALE: AS NOTED (407) 31-3414 (813) 623-2333 (561) 540-4420 El Jacksonville, Florida 0 Miami, Florida El Melbourne, Florida APPROVALS: CITY OF SANFORD (804) 262-6107 (305) 888-2402 (321) 722-5585 CUSTOMER NAME: McKEE CONSTRUCTION Ft. Myers, Florida 0 Davtona, Florida (941)278-5955 (386)257-4300 CONTRACTNO. 2010322 SHEET NO. FP2 OF FP2 I I 1 I i 5 ILL TV %a# W I Ak U 'I I%kjm 1 Lm wul I %no LmJ W, REVIEWED '-r7T Sanford - D. ' $ D ate OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS &t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET t TA PLANS u 5 CITY - Aak PROJECT WORKERS TEMF'0�'oft UQAn%/ S-1-A'sFFING, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE COVER 1C PROJECT NO: AD-2005-04 SHEET NUMBER CVR DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -COVER SHEET SET: CODE PRINT DATE: MAY 16, 2005 1 I 1 1 DETAIL NUMBER 4 4 THRU-BUILDING SECTION DETAIL WILL APPEAR ON THIS PAGE A _ . ®., FULL WALL SECTION _4 PARTIAL SECTION 4 DETAIL or ENLARGED PLAN REFERENCE -4 Q---- PARTITION TYPE ( SEE SCHEDULE SHEET AO.2) CEILING HEIGHT — ®' CEILING NOTE ( TYPE, REFERENCE, HEIGHT) CEILING MATERIAL ar TYPE -------------- LINES OF CEILING CHANGES at SOFFITS, OVER!HA.NGS, ETC. 2 10 r T COLUMN GRID REFERENCE NUMBER or LETTER TI-101 DOOR NUMBER 1 4 A5 2 INTERIOR ELEVATION TAG 3 REVISION CLOUD & REVISION NUMBER m CODEINFORMATION, GENERAL APPLICABLE CODES City of Sanford; County of44Nvmjj& Florida FLORIDA BUILDING CODE 2001 EDITION (USED FOR BUILDING, PLUMBING, MECHANICAL; FUEL & GAS; FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION, STATE OF FLORIDA MODEL ENERGY EF NCY) FLORIDA FIRE PREVENTION CODE 2001 EDITION NFPA FIRE PREVENTION CODE 2004 EDITION 101, NFPA 1012004 EDITION LIFE SAFETY CODE NATIONAL ELECTRIC CODE 2001 EDITION THIS BUILDING HAS BEEN DESIGNED, PER FBC 2001, SECTION 1606, TO WITHSTAND A WIND LOAD OF 120 MPH. BUILDING VO�± /��++ DE INFORMATION BUILDING CODE INFORMATION WORKER'S TEMPORARY STAFFING INC. OCCUPANCY GROUP B - BUSINESS CONSTRUCTION TYPE TYPE IV, UNPROTECTED BUILDING AREA 11,448 SF (1 FLOOR) +/ BUILDING HEIGHT ' 25'-0" SPRINKLERED YES FIRE SEPARATION: YES, 1-HR U465 BETWEEN TENANTS NOTE: 1-HR RATED PARTITION WALL (U465 ASSEMBLY) SHOWN BETWEEN TENANTS. SEE DETAIL SHEET AO.2 PROJECT REQUIREMENTS AND COMPLIANCE 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL, STATE AND FEDERAL BODIES (C) 2001 FLORIDA BUILDING CODE 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE CORRECTIVE ACTION. 8. AS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 9. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECTIDESIGNER TO CONFIRI.1 ALL DISCREPANCIES. 10. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION. 11. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOI� UNSATISFACTORY WORK BY CONTRACTOR. 12. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECTIDESIGNER'S WORK. 13. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE LAWS RELATING TO ACCESSIBILITY FOR THE DISABLED. FLORIDA STATUTES, CHAPTER 553, PART V, FLORIDA ACCESSIBILITY CODE. • 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE PREPARATION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONDITIONS OF THE CONSTRUCTION AREA AND THE WORK REQUIRED TO PERFORM THE WORK OF THIS CONTRACT. OBTAIN DIMENSIONS BY CALCULATION; DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING CONSTRUCTION OF THE AREA IN QUESTION. 2. UNLESS OTHERWISE NOTED OR DETAILED, PIPE CHASE WALLS WITH A THICKNESS GREATER THAN 4" SHALL BE CONSTRUCTED OF 2-1/2" METAL STUDS WITH ONE LAYER 5/8" GYPSUM BOARD EACH SIDE OF CHASE WALL. PROVIDE METAL OR GYPSUM BOARD CROSS BRACES AS REQUIRED TO ADEQUATELY BRACE THE WALL AND TO MAINTAIN THE RATING OF THE PARTITION. HOLD CHASE WALLS TO MINIMUM DIMENSIONS. 3. VERTICAL PIPING LOCATED WITHIN THE STUD SPACE OF PARTITIONS SHALL BE FULLY ENCLOSED WITH A FULL THICKNESS OF GYPSUM BOARD ON EACH SIDE OF THE STUD, PROVIDE 6" STUDS WHERE REQUIRED TO CONCEAL PIPING AND OTHER ITEMS OCCURRING WITHIN PARTITIONS. 4. RECESSES FOR ITEMS IN EXCESS OF 16 SQ. INCHES, SUCH AS ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL BE FACED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE REQUIRED TO MAINTAIN THE RATING OF THE PARTITION IN WHICH THE ITEM OCCURS. 5. ELECTRICAL DEVICES WHICH OCCUR IN RATED PARnrio,,4S SHALL BE LOCATED SO THAT BACKBOXES WITHIN A SINGLE STUD CAVITY SHALL N,0-1 EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED A TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF 24 WHERE THIS REQUIREMENT CANNOT BE MET, BACKBOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 6. JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE 8 I'AGGERED A MINIMUM OF ONE STUD SPACE OR 24" BOTH HORIZONTALLY& 1T VER I IQAU_ .Y.sWHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSERS, THE EXISITNG GYPSUM BOARD BOARD MAY BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER STAGGERING OF THE JOINTS. 7. DIMENSIONS ARE FACE TO FACE OF MASONRY WALLS AND TO FINISH FACE OF STUD PARTITIONS. 8. METAL STUD GAUGES FOR INTERIOR PARTITIONS SHALL BE AS RECOMMENDED BY AND/OR REQUIRED BY THE STUD MANUFACTURER FOR EACH SPECIFIC CONDITION. ABBREVIATIONS ADD'L. ADDITIONAL BTM. BOTTOM DIA. DIAMETER EXH. EXHAUST GALV. GALVANIZED, INT. INTERIOR MAX. MAXIMUM NO. NUMBER PLBG. PLUMBING S.F SQUARE FEET, FOOTAGE TEL. TELEPHONE VERT. VERTICAL A.F.F. ABOVE FINISH FLOOR BLDG. BUILDING DIM, DIMENSION EXIST. EXISTING GA. GAUGE JT. JOINT MECH. MECHANICAL PLYWD. PLYWOOD SCHED. SCHEDULE TEMP. TEMPERED VEST, VESTIBULE A.F.G. ABOVE FINISH GRADE B.U.R. BUILT UP ROOF DR. DOOR E.J. EXPANSION JOINT G.C. GENERAL CONTRACTOR MR. METAL O.C. ON CENTER PROP, PROPERTY SLT. SEALANT THRES, THRESHOLD V.C.T. VINYL COMPOSITION TILE A.C.T. ACOUSTICAL CEILING TILE DN. DOWN EXT. EXTERIOR GR. GRADE K.O. KNOCK OUT MEZZ MEZZANINE OH: OVERHEAD SEC. SECTION T.P.D. TOILET PAPER DISPENSER ALT. ALTERNATE CLG. CEILING DS. DOWNSPOUT GYP. GYPSUM MIN, MINIMUM OPG. OPENING Q.T. QUARRY TILE SIM. SIMILAR T.&G. TONGUE AND GROOVE W.C. WATER CLOSET ALUM. ALUMINUM C.M.U. CONCRETE MASONRY UNIT(S) DWG. DRAWING F.R.P. FIBERGLASS REINFORCED LAM. LAMINATED MISC. MISCELLANEOUS OPP, OPPOSITE SL. SLOPE T.&B. TOP AND BOTTOM W.H. WATER HEATER ANCH. ANCHOR C.T. CERAMIC TILE D.W. DRYWALL PANEL HDW. HARDWARE LAV. LAVATORY MLDG. MOULDING O.D. OUTSIDE DIAMETER R RADIUS SPEC. SPECIFICATION T.O.F. TOP OF FOOTING W.P. WORK POINT APPROX. APPROXIMATE C.O. CLEANOUT D.F. DRINKING FOUNTAIN FIN. FINISH HGT. HEIGHT LB. POUND M.R. MOISTURE RESISTANT REF. REFERENCE SQ. SQUARE T.O. MAS. TOP OF MASONRY WP. WATERPROOF ARCH. ARCHITECT COL. COLUMN F.E. FIRE EXTINGUISHER H.M. HOLLOW METAL L.H. LEFT HAND MTG. MOUNTING P.T. PRESSURE TREATED REINF. REINFORCED, REINFORCING S.S. STAINLESS STEEL T.O.S. TOP OF STEEL W.R. WATER RESISTANT CONC. CONCRETE EA. EACH FLUOR. FLUORESCENT H.P. HIGH POINT L.P. LOW POINT MULL. MULLION PTD. PAINTED REQD. REQUIRED STD. STANDARD T. TREAD W.W.M. WELDED WIRE MESH BRG. BEARING CONST, CONSTRUCTION E.W.C. ELECTRIC WATER COOLER F.D. FLOOR DRAIN HORIZ HORIZONTAL PNL PANEL OR PANELING REV. REVERSE STL. STEEL TYP. TYPICAL W/ WITH BM. BEAM C.J. CONTROL JOINT ELEV. ELEVATION FLR. FLOOR MFR. MANUFACTURER NOM. NOMINAL PART. PARTITION R.H. RIGHT HAND STRUCT. STRUCTURAL 9/0 WITHOUT BTWN. BETWEEN CONT. CONTINUOUS EQ. EQUAL FT. FOOT, FEET INCAN. INCANDESCENT MAS. MASONRY N. NORTH P.H. PHYSICALLY HANDICAPPED RM. ROOM SUSP. SUSPENDED UNFIN. UNFINISHED WD. WOOD BLK. BLOCK EQUIP. EQUIPMENT FTG. FOOTING I.D. INSIDE DIAMETER M.O. MASONRY OPENING N.I.C. NOT IN CONTRACT PLAS. PLASTER I R.O. ROUGH OPENING SW. SWITCH U.O.N. UNLESS OTHERWISE NOTED BD. BOARD DET. DETAIL ETC, ET CETERA F.V. FIELD VERIFY INSUL. INSULATION MAIL. MATERIAL N3.S. NOT TO SCALE P.LAM. PLASTIC LAMINATE R.T.U. ROOF TOP UNIT SYS. SYSTEM OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER ARW17726 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE CODE INFO PROJECT NO: AD-2005-04 SHEET NUMBER A0e 1 9 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-AO.1 SHEET SET: CODE PRINT DATE: MAY 16, 2005 FIRE RESISTANCE RATINGS - ANSI/UL 263 - DESIGN No. U465 CODE INFORMATION GUIDE INFORMATION OCCUPANCY CLASSIFICATION: EXIT REQUIREMENTS: FEBRUARY 17, 2004. FLORIDA BUILDING CODE: BUSINESS, GROUP B, SECTION 305 OCCUPANCY GROUP B -BUSINESS NONBEARING WALL RATING -- 1 HR. 2 EXITS REQUIRED PER FLOOR PER 1004.2.2 (BASED ON OCCUPANT LOAD FOR 1-500 OCCUPANTS) BUILDING AREA: 2 3 300 FEET MAXIMUM TRAVEL DISTANCE TO EXIT (SPRINKLERED) PER 0 ALLOWED, PER 2001 FLORIDA BUILDING CODE, TABLE 500: FBC OCCUPANCY GROUP B, ONE STORY, UNSPRINKLERED = 17,000 S.F. ALLOWED 50 FEET MAXIMUM DEAD END CORRIDOR (SPRINKLERED) OCCUPANCY GROUP B, ONE STORY, SPRINKLERED = 51,000 S.F. ALLOWED 7= 75 FEET MAXIMUM COMMON PATH OF TRAVEL (SPRINKLERED) 100% INCREASE ALLOWED WITH 30' HORIZONTAL FROM STREETS or UNLIMITED INCREASE WITH SPRINKLERS AND 60'OF OPEN SPACE ON ALL SIDES. MINIMUM EXIT DOOR CLEAR WIDTH = 32" MINIMUM AISLE = 44" WORKERS TEMPORARY STAFFING SIDE 7,928 SF 4 FUTURE LEASE TENANT SIDE 3,520 SF MINIMUM STAIR WIDTH = 44" TOTAL ACTUAL S.F.: 11,448 SF .2" EGRESS WIDTH PER PERSON (HORIZONTAL EGRESS) CEILING CEILING BUILDING TYPE: NOTE: SEE PLANS FOR ACTUAL EXIT WIDTHS 2001 FLORIDA BUILDING CODE, CHAPTER 6: TYPE FOUR (IV), UNPROTECTED, 1A SPRINKLERED INTERIOR FINISHES: T_ 4 MATERIALS: CMU & PEMB EXTERIOR WALLS, STEEL TRUSSES, METAL ROOF, METAL STUD INTERIOR WALLS MINIMUM INTERIOR WALL FINISHES TO BE CLASS C IN EXITS, ENCLOSED FIRE RESISTANCE RATINGS FROM TABLE 600 CORRIDORS OR OTHER SPACES. L o I FIRE PROTECTION REQUIREMENTS PER FBC TABLE 600: FLOOR FINISHES SHALL BE CLASS I OR 11 IN EXITS AND CORRIDORS. t R!" INTERIOR BEARING 609.2.3. (ANY MATERIAL) VESTIBULE FINISHES SHALL NOT EXCEED CLASS B COLUMNS NC (SUPPORTING ROOF ONLY) BEAMS, GIRDERS, TRUSSES NC (SUPPORTING ROOF ONLY) WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANY 1, FLOOR AND CEILING RUNNERS (NOT SHOWN) CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM MIN NO. 25 MSG GALV STEEL, ROOF/ CEILING NC ACCESSIBLE SPACE THEN AT LEAST TWO ACCESSIBLE MEANS OF EGRESS ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. MUST BE PROVIDED. (SECTION 1004.3.1) DOORS SHALL SWING IN THE EXTERIOR BEARING WALLS RATING % PERMITTED OPENINGS DIRECTION OF EGRESS TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS 2. STEEL STUDS -- CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM MIN NO, 25 MSG GALV STEEL SPACED 24 (SECTION 1012.1.2) MEANS OF EGRESS SHALL BE ILLUMINATED TO AT LEAST IN. OC MAX. 0 FEET TO 3 FEET 1 (0%) ONE FOOT-CANDLE, MEASURED AT THE FLOOR. (SECTIONS 1016.1) 3. BATTS AND BLANKETS* -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. OVER 3 FEET TO 10 FEET 1 (10%) OVER 10 FEET TO 20 FEET NC (20%) EMERGENCY LIGHTING SHALL BE PROVIDED FOR A PERIOD OF 1 1/2 HOURS SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. OVER 20 FEET TO 30, FEET NC (40%) IN THE EVENT OF NORMAL LIGHT FAILURE. INITIAL ILLUMINATION MUST BE 3A. FIBER, SPRAYED* -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) -- SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH WATER TO OVER 30 FEET NC (NL) AN AVERAGE OF AT LEAST ONE -FOOT CANDLE & A M;NIMUM AT ANY POINT COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOMINAL DRY DENSITY OF 3.0 LB/FT3. EXTERIOR NON -BEARING WALLS RATING / % PERMITTED OPENINGS OF .2 FOOT-CANDLE ALONG THE 'PATH OF EGRESS AT FLOOR LEVEL. (SECTIONS 1016.2,2 & 3) U S GREENFIBER L L C- COCOON STABILIZED CELLULOSE INSULATION. 0 FEE T TO 3 FEET 1 (0%) 3B. FIBER, SPRAYED* -- AS AN ALTERNATE TO BATTS AND BLANKETS (ITEM 3) AND ITEM 3A - SPRAY APPLIED CELLULOSE INSULATION MATERIAL. THE FIBER IS APPLIED WITH OVER 3 FEET TO 10 FEET 1 (10%) MEANS OF EGRESS SHALL BE MARKED BY SIGNS, EXCIEPT WHERE A MAIN WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY. MINIMUM DRY OVER 10 FEET TO 20 FEET NC (20%) ENTRANCE SERVES AS AN EXIT & IS VISIBLE TO THE OCCUPANTS. DENSITY OF 4.3 POUNDS PER CUBIC FT. OVER 20 FEET TO 30 FEET NC (40%) (SECTIONS 1016.3.1 & 3.3.3) NU -WOOL CO INC -- CELLULOSE INSULATION OVER 30 FEET NC (NL) 4. GYPSUM BOARD* -- 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 INTERIOR FINISHES: (RESILIENT CHANNELS) OR 6A (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. BUILDING HEIGHT: AMERICAN GYPSUM CO -- TYPES AG-C, AGX-C. 5 STORY, 55' MAXIMUM ALLOWABLE HEIGHT PER FBC: TABLE 500 PLANS ARE DESIGNED FOR COMPLIANCE WITH CHAPTER 1606, FBC 2001 BEIJING NEW BUILDING MATERIALS CO LTD -- TYPE DBX-1. BPB AMERICA INC TYPES 1, EGRG, PROROC TYPE X, PROROC TYPE C. ACTUAL HEIGHT = SEE AO. 1 (± 25'-0") DESIGN LOADS BPB CANADA INC PROROC TYPE C, PROROC TYPE X OR PROROC TYPE ABUSE -RESISTANT. BUILDING TYPE ENCLOSED CANADIAN GYPSUM COMPANY -- TYPES AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX. FIRE SEPARATIONS: BASIC WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 G-P GYPSUM CORP, SUB OF I-HR SEPARATION BETWEEN TENANTS WIND EXPOSURE EXPOSURE INTERNAL PRESSURE COEFFICIENT ±.18 GEORGIA-PACIFIC CORP -- TYPES 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. NOTE: PER FBC 2001 / TABLE 704.2.4 LAFARGE NORTH AMERICA INC -- TYPES LGFC2, LGFC22A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. DESIGN WIND PRESSURE ± 30 PSF FOR B OCCUPANCY OF 30 OR MORE, EXIT ACCESS CORRIDORS FOR (for doors, windows, cladding) NATIONAL GYPSUM CO -- TYPES FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW. SPRINKLERED BUILDINGS SHALL HAVE A FIRE RESISTANCE RATING OF 0 PABCO GYPSUM, DIV OF (ZERO). PACIFIC COAST BUILDING PRODUCTS INC -- TYPE PG-C OR PG-9 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -- -TYPE EX-1 OCCUPANTLOAD: STANDARD GYPSUM L L C -- TYPE SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP -- TYPE TG-C. UNITED STATES . GYPSUM CO -- TYPE AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX. OCCUPANCY PER 2001 FLORIDA BUILDING CODE, TABLE 1003.1 USG MEXICO S A DE C V -- TYPE AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX. OCCUPANCY GROUP B: 1 PERSON PER 100 S.F. GROSS OCCUPANTS 4A, GYPSUM BOARD* -- (AS ALTERNATE TO ITEM 4) - NOM 5/8 IN. THICK GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR WORKERS TEMP OFFICES: 7928/100 = 80OCCUPANTS HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED OR BACKED. PANELS ATTACHED TO STEEL STUDS AND FLOOR RUNNER WITH I IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. OC FUTURE TENANT OFFICES: 3520 / 100 = 36 OCCUPANTS WHEN APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED. VERTICALLY. CANADIAN GYPSUM COMPANY TYPES AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX. UNITED STATES GYPSUM CO T YPE AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX. USG MEXICO S A DE C V -- TYPE AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC OR WRX, PLUMBING FIXTLIRE REQUIREMENTS: 4B. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEMS 4 OR 4A) -- NOM 3/4 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4A WITH SCREW LENGTH INCREASED TO 1-1 /4 IN. OCCUPANTS LOAD PER TABLE 403.1 (2001 FBC PLUMBING CODE) GROUPB-BUSINESS CANADIAN GYPSUM COMPANY TYPES AR, IP-AR. UNITED STATES GYPSUM CO TYPES AR, IP-AR. WORKERS TEMPORARY STAFFING OFFICES / REQUIRED FIXTURES: WATER LAVATORIES SHOWERS DRINKING OTHER CLOSETS FOUNTAINS USG MEXICO S A DE C V -- TYPES AR, IP-AR. I OCCUPANT FOR 100 GROSS S.F. = 7q28 / 100 OCCUPANTS = 80 OCCUPANTS 1 PER 50 1 PER80 NONE I PER 100 1 SERVICE SINK 5, JOINT TAPE AND COMPOUND -- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS, AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. NEW FIXTURES REQUIRED 2 1 NONE 1 1 SERVICE SINK 6. RESILIENT CHANNEL -- (OPTIONAL -NOT SHOWN) --- 25 MSG GALV STEEL RESILIENT CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH TOTAL PROVIDED 5 5 NONE INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PANHEAD STEEL SCREWS. 1 SERVICE SINK 6A. STEEL FRAMING MEMBERS (NOT SHOWN)- -- AS AN ALTERNATE TO ITEM 3, FURRING C I HANNELS AND RESILIENT SOUND ISOLATION CLIP AS DESCRIBED BELOW: FUTURE LEASE TENANT OFFICES I REQUIRED FIXTURES: WATER LAVATORIES SHOWERS DRINKING OTHER A. FURRING CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS CLOSETS FOUNTAINS SECURED TO STUDS AS DESCRIBED ESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN. AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 SWG GALV STEEL WIRE NEAR 1 OCCUPANT FOR 100 GROSS S.F. 3520 / 100 OCCUPANTS 36 OCCUPANTS 1 PER 50 IPER80 I SERVICE SINK EACH END OF OVERLAP. AS AN ALTERNATE, ENDS OF ADJOINING CHANNELS MAY BE OVERLAPPED 6 IN. AND SECURED TOGETHER WITH TWO SELF -TAPPING #6 FRAMING SCREWS, MIN. 7/16 NONE 1 PER 100 IN. LONG AT THE MIDPOINT OF THE OVERLAP, WITH ONE SCREW ON EACH FLANGE OF THE CHANNEL. B. STEEL FRAMING MEMBERS* -- USED TO ATTACH FURRING CHANNELS (ITEM A) TO STUDS (ITEM 1). CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH NEW FIXTURES REQUIRED 1 1 NONE 1 1 SERVICE SINK 1-5/8 IN. WAFER OR HEX HEAD TYPE S STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC INTERNATIONAL INC -- TYPE RSIC-1. TOTAL PROVIDED (ROUGHED IN) 2 2 NONE 1 1 SERVICE SINK *BEARING THE UL CLASSIFICATION MARK —1 NOTE : AT LEAST ONE FIXTURE OF EACH TYPE SHALL BE HANDICAP ACCESSIBLE I 1� CION!KOO 11110. GENERAL CONTRACTORS, 790 MONROE R,. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 EMAIL: droddl@mckeeconstrucii6nco.com Flodda License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 FREVISIONS a SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMP RAR'v STAFFING., INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE CODE INFO U465 DST AIL PROJECT NO: AD-2005-04 SHEET NUMBER An 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-A0.1 XIHEET SET: CODE PRINT DATE: MAY 16, 2005 . I - -3 1 3 1' 'J I -31 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE LIFE SAFETY PLAN PROJECT NO: AD-2005-04 SHEET NUMBER A 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 ■ 2 I I � O DELIVERY RECEPTIONIST Ft HUMAN 101 MAIL RESOURCES / 102 103 r/ � i \I` i A I D07 --- --- D10 t D01 ; _ D08 EAS" //I LOBBY 100 - 1 \ / LA IE�S , D05 lJ -EOM i % dos I I ME ,S I --- ------ \\ - --- �R------ RO j D05 ------------ —— T-- I J I CONFERENCE ROOM 131-- ACCOUNTS I Q RECEIVABLE o 128 I HOSE O �0 BAR SINK 42" PLASMA SCREEN. I A3.5 ®• BIBB V PROVIDE POWER It I ® �`• = 6'CTRTOP MOUNTING HARDWARE. I •� i - to 60" AFF. PROVIDE ® r UC REF BLOCKING THIS LOCATION t© I I CLAIMS BULLPEN AR 2 IQ BULLPEN t J 127 A3.4 I i o� 0 1 0 0 I_ o 0 A3.4 COPY CLAIMS MGR ME It 122 JAN IT [LRCFILES 8 STORAGE FAX 21 126 124 D07 %i\ O I------------- D07- IO T,.D 1-'gi., all----1T BULLPEN- ---------- GREG'S OFFICE T ROOM / 125 123 118 3 ;Q A3.3 i r A3.2 I HOSE- ' BIBB 3 QA A3.4 1-HR �EPARATIONWA UL#5 ASSEMBLY FUTURE TENANT SPACE J Zoo A3.5 ! ; j i 2 ' '.J i i A j O O EXTENTS OF STONE VENEER ' I I I I I 1 j j I � T(2) FLOOR PLAN NOTATED 1 1 /8" = V-0" HOSE A BIBB I -------------- OA -------------- (�) OCI ----------------- OD -------------- (�) --------------- (D OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORAR Y STAFFING., INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FLOOR PLAN (NOTATED) PROJECT NO: AD-2005-04 SHEET NUMBER A29 1 DRAWN: JLP / SRR CH KED: RAG YER MANAGER: PS- NOTATED SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 V - DIMENSION NOTES STANDARD DIMENSIONS ARE TAKEN FROM INSIDE OF BLOCK WALL OR INSIDE OF PRE-ENGINEERED METAL BUILDING WALL, NOT FROM INSIDE OF 2" DRYWALL OFFSET. WHERE LOW —HEIGHT BULLPEN PARTITION WALLS (INDICATED BY DIAGONAL ' 1AFCH) ARE DIMENSIONED, DIMENSIONS TAKEN FROM OUTSIDE WALLS ARE TAKEN FROM THE 2" DRYWALL OFFSET, NOT FROM THE INTERIOR CMU OR PEMB LINE. INSIDE 2" DRYWALL OFFSET IS A NOMINAL FIGURE DERIVED FROM 1-5/8" METAL STUDS PLUS 5/8" GYP BOARD THICKNESS. ACTUAL ASSEMBLY THICKNESS WOULD BE 2-1 /4 BULLPEN LOW PARTITION WALL DIMENSIONS INSIDE OF GYP BOARD, NOT BLOCK WALL I 6'_qo EITHER SIDE OF GYP BOARD AT LOW PARTITIONS STANDARD WALL DIMENSIONS INSIDE OF BLOCK TO EITHER SIDE WALL OF GYP BOARD 100'_011 an' nll I FLOUR PLAN - DIMENSIONS ONLY 1 /8 = V-0" U01 C07 L v I //l ////////////////C 0 N S /////// //////////10 !NC 1!0. MCKOD GENERAL CONTRACTORS •1 MONROE 'D SANFORD, PH 407 323 1150 FX 407 323 • 0, EMAIL: droddl@mckeeconstructionco.com Florida 048972 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS T PORARY STAFFING, . INL,A0* New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FLOOR PLAN (DIMENSIONED) PROJECT NO: AD-2005-04 SHEET. NUMBER A29 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -DIMENSIONS SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 -2 1 i 1 MW AS Y DESCET 1 � 3-5/8" METAL STUDS @ 24" O.C. WITH ONE (1) LAYER 518" GYPSUM WALLBOARD ON EACH SIDE W/SOUND ATTENUATION BLANKETS 4-7�8" ^ PARTITION TO 6 ABOVE FINISHED CEILING SEE SECTION ?JA3.5 uj 6MBS& 348' METAL STUDS @ 24' O.C. WITH ONE (1) LAYER TYPE'X' 50 GYPSUM WALLBOARD ON EACH SIDE W/SOUND ATTENUATION BLANKETS 4"71$ " TO BOTTOM OF ROOF DECK ABOVE 1 HOUR RATED SEE SECTION 3/A3A & SHEET A0.2 FOR UL ASSEMBLY L1465 6" METAL STUDS @ 24" O.C. WITH ONE (1) LAYER 5/8' GYPSUM WALLBOARD ON EACH SIDE WISOUND ATTENUATION BLANKETS fl 7-1 /4 PARTITION TO 6" ABOVE FINISHED CEILING SEE SECTION 21A3.5, SIMILAR 3-5(8' METAL STUDS @ 14' O.C. WITH ONE (1) LAYER GYPSUM WALLBOARD ON EACH SIDE WOOD CAP • 4-7J$ V-0' AFF SEE 11/ A4.1 ELEVATION E5/8" ..... , ....__- _ 6' METAL STUDS@ 24' O.C. WITH ONE (1) LAYER 518"5r$Nw GYPSUM WALLBOARD ON ONE SIDE TO FORM PLUMBING CHASE AT 1-HOUR WALL - PARTITION TO 6" ABOVE FINISHED CEILING WALL PARTITION TYPES 3-5/8" METAL STUD PARTITION STONE VENEER 6" METAL STUD PARTITION 1-HOUR RATED PARTITION --------------------------- LOW PARTITION BUILT-IN MILLWORK (PROVIDED BY GC) WORK STATIONS BY OWNER OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.AND0, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY S-1-A FFING INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FLOOR PLAN PAR"TITION LEGEND PROJECT NO: AD-2005-04 SHEET NUMBER A29 3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -PARTITIONS S EYT SET: WTEMP SHEET SET P INT DATE: MAY 16, 2005 VI OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 Lip FLORIDA LICENSE NUMBER AR0017725 REVISIONS &t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ROOF PLAN PROJECT NO: AD-2005-04 SHEET NUMBER A2*4 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 0 I N N I NORTH ELEVATION SCALE 1/8" = 1'-0n E! • V ■ am somm . ® 1 1 1 NAW I SCALE 1/8" = V-0" c c C, WEST ELEVATION SCALE 1/8" = 1'-0" _ 0 I N SOUTH ELEVATION SCALE 1/8" = 1'-0" 2 A3.4 A3.4 A3.3 A3.2 2 W 8 X 8 EXHAUST MATERIAL LEGEND # MATERIAL or ITEM 1 STANDARD 'R' PANEL ROOFING, GALVALUME FINISH 2 METAL PANEL BACKSHEETING 3 ALUMINUM STOREFRONT 4 EIFS — EXTERIOR INSULATION FINISH SYSTEM 5 FOAM CORNICE WITH METAL COPING 6 STACKED CULTURED STONE VENEER 7 RUBBER MEMBRANE ROOFING 8 EIFS KEYSTONE TRIM g GUTTER & DOWNSPOUT 10 WALL—PAK LIGHTING 11 METAL DOOR, PAINTED 12 INTAKE AIR LOUVER 13 EXHAUST LOUVER * 14 FOUNDATION PROFILE 15 EIFS REVEAL 16 SIGNAGE — METAL APPLIED LETTERS 17 EIFS —WINDOW TRIM NOTE : CULTURED STONE DESIGN BASIS BY CULTURED STONE COLOR: CARAMEL COUNTRY LEDGESTONE # CSV-20007 TIGHT FIT JOINTS * NOTE: HVAC CONTRACTOR: INTAKE AND EXHAUST LOUVER SIZES Et MOUNTING LOCATIONS ARID HEIGHT FROM FINISHED FLOOR NOTED ON ELEVATIONS. AS WINDOW AND DOOR LOCATIONS MAY CHANGE UPON INSTALLATION, PLEASE FIELD LOCATE LOUVERS TO BE CENTERED OVER APPROPRIATE DOOR OR WINDOW. IN THE EVENT THAT LOUVER IS NOT LOCATED OVER A WINDOW OR DOOR, CENTER IN MOST AESTHETICALLY PLEASING LOCATION. �' SCALE 3/4" = 1'-0" 3/4 c� VERTICAL REVS (-O-�TYPICAL SCALE 3/4" = 1'-0" OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPOKAix AY STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE EXTERIOR ELEVATIONS PROJECT NO: AD-2005-04 SHEET NUMBER A391 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-ELEV SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 I i 1 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS &t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT vv ORKERS TEMP01"RAIRY SloAFFING I N, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-04 SHEET NUMBER A392 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SECTION SET PRINT DATE: MAY 16, 2005 -2 1 M ' GALV., METALCAP FLASHING BACKER ROD & SEALANT I , I TOP OF PARAPET FRAMING _ _ I Y 20'_p" TOP OF PARAPET FRAMING 18,-0 •a I ; 26 GAUGE, GALV. BACKSHEETING 26 GAUGE, GALV..BACKSHEETlNG PRECAST FOAM CORNICE TRIM STRUCTURAL FRAMING ti BEYOND SEE PURLINS, SIZE & BACKER ROD &SEALANT PURLINS, SIZE & METAL BUILDING SPACING BY PEMB MFR I SPACING BY PEMB MFR DRAWINGS VARIES ROOF FRAMING HIGH POINT ---- ___-_- - BEARING RAFTER -- I I: 3" VINYL REINFORCED I METAL BUILDING INSULATION REVEAL LINE OF OPENING 3" VINYL REINFORCED BEYOND - - -" "--- METAL BUILDING INSULATION I. i 3" VINYL REINFORCED ti METAL BUILDING INSULATION 8" GIRTS ' I REFER TO METAL BUILDING DRAWINGS I � I I 8" GIRTS c� REFER TO METAL BUILDING DRAWINGS I � I I , I , C, EIFS: 1-1/2 THICK MIN. I (MEDIUM SAND FINISH) OVER LAY -IN ACOUSTICAL TILE LAY -IN 'ACOUSTICAL TILE SPRAYED -MEMBRANE MOISTURE BARRIER OSSHEATHINGVER OVER/METAL58"NBU LASS 5/8 GYPSUM BOARD ON PANELS (REVERSE APPLICATION) 1-5/8 METAL-' STUDS W/ 1 RIGID INSULATION IN BETWEEN 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" O i RIGID INSULATION IN BETWEEN I STANDARD "R" WALL PANELS (EXTEND GYPSUM BOARD BACKER ROD &SEALANT REVERSE APPLICATION 6" ABOVE FINISH CEILING) — FLASHING _ I CULTURED STONE TOP OF ROCK VENEER 5'-0„ MORTAR SETTING BED EIFS: 1-1 /2' THICK MIN TIGHT FIT MORTAR 'JOINTS PRECAST CAP (MEDIUM SAND FINISH) OVER 5/8" PLYWOOD SHEATHING OVER 6" 18 GAUGE METAL SCRATCH COAT CULTURED STONE 1 STUD FRAMING PAPER -BACKED LATH HIGH IMPACT EIFS UP TO PAPER -BACKED LATH SCRATCH COAT - 5/8" DENSGLASS SHEATHING I MORTAR SETTING BED TIGHT FIT MORTAR JOINTS ' 5/8" DENSGLASS I I I CHANNEL O I CHANNEL FLASHING 4" CONCRETE: SLAB FLASHING BACKER ROD & SEALANT SEE FINISH `.SCHEDULE _ FINISH FLOOR _ ' I _III_=1 -I I-=_1 I da • .�.•Q. d •..:..- .- .. Q . • ° .. - —I I 1-1 11_= . • ..- •° ate- � : �' a d a I n - • •• Q 11—III^III -0 (REFERENCE)FINISH FLOOR — :e: o 0' a a -0" EFERENCE) n °0Q0 MIN — — — — —— —- - - - GRADE .4 ..d e �° . - . Q - .: � �' . a . , I = - • - ' . ' _' �: =1 I I-=1 I (-1 e ®• Q hI I —I ° a III==I11= I 4 III—i I I —I I a d .- . _ _ .... d 4 g — I=1 I i-1 I I 0.III, I I I-1 =III —III d. Q® be ° ®� it a I II ---- ---- — — --- COLUMN PAD BEYOND 6-MIL VISQUEEN COLUMN PAD BEYOND SEE FOUNDATION PLAN AND DETAILS VAPOR BARRIER SEE FOUNDATION PLAN AND DETAILS 6-MIL VISQUEEN VAPOR BARRIER n W WALL SECTIONALL SECTION Z SCALE: 3/4" 3 SCALE: 3/4" = 1'-0'> TOP OF PARAPET FRAMING I I I PRECAST FOAM TRIM I , 12 1/4 STANDARD 'R' PANEL 26 GAUGE, GALVALUME FINISH 3" VINYL REINFORCED METAL BUILDING INSULATION PURLINS, SIZE & SPACING BY PEMB MFR ALUM GUTTER & DOWNSPOUTS EAVE HEIGHT _ 14 I ,II I II, I III � lil i 3" VINYL REINFORCED III I'I I METAL BUILDING INSULATION 1, I II I II I II 1 �I I I, I, 'I I it 'I I I, , I i it I I' I, LAY -IN ACOUSTICAL TILE II 1 ,I v , 'I 1 , 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID INSULATION IN BETWEEN Ii I I, 1 II I �I I II I I II I II I STRUCTURAL COLUMN BEYOND -, it I I, I II I �I I 1! I Ii I I, 1 II I II I �I 1 4" CONCRETE SLAB REFER TO FINISH SCHEDULE FOR FINISH ' I t 8" GIRTS REFER TO METAL BUILDING DRAWINGS EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) FLASHING FINISH FLOOR aN ° , o. 0 -0' (REFERENCE) -� —--————— — —---� A v' a Oda I� d e ° —III--III-1 r111. II=IIIIII=1I -----_ — 6-MIL VISQUEEN COLUMN PAD BEYOND VAPOR BARRIER SEE FOUNDATION PLAN AND DETAILS WALL SECTION 1 SCALE: 3/4" SEE CIVIL OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORAM STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ALL SECTIONS PROJECT NO: AD-2005-04 SHEET NUMBER A3*3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SECTION SET PRINT DATE: MAY 16, 2005 n 1 m WALL SECTION SCALE: 3/4" = 1'-0" GALV., METAL CAP FLASHING _TOP OF PARAPET FRAMING PRECAST FOAM TRIM - I I I I BACKER ROD & SEALANT I I I I EIFS: 1-1/2" THICK MIN I (MEDIUM SAND FINISH) OVER 5/8" PLYWOOD SHEATHING OVER 6" 18 GAUGE MI::TAL STRUCTURAL 26 GAUGE, GALV. BACKSHEETING STUD FRAMING' FRAMING BEYOND -SEE PURLINS, SIZE & METAL BUILDING SPACING BY PEMB MFR DRAWINGS ROOF FRAMING HIGH POINT c� I - 17 3" VINYL REINFORCED METAL BUILDING INSULATION COLUMN BEYOND I' 8" GIRTS REFER TO METAL I BUILDING DRAWINGS EIFS: 1-1/2 THICK MIN. I (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE 1 BARRIER OVER 5/8" DE::NGLASS = - SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) I LAY -IN ACOUSTICAL TILE I 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID INSULATION IN BETWEEN _ OI 1 may-- I STANDARD "R" WALL PANELS REVERSE APPLICATION , I I 5/8" DENSGLASS SHEATHING CHANNEL 4" CONCRETE SLAB SEE FINISH SCHEDULE _FINISH FLOOR 0'-0» (REFERENCE) ._— , — . — . - — .. =d.' a ..d -z4 a .. URADE MIN 1 I=III=1 - I I Ed 111=1 :_ a .. _ a COLUMN PAD BEYOND SEE FOUNDATION PLAN AND DETAILS WALL SECTION SCALE: 3/4" = 1'-0" 6-MIL VISQUEEN VAPOR BARRIER OIL TOP OF F 22'-0" - RADIUSED PRECAST BACKER R EIFS: 1-1 (MEDIUM SPRAYED - BARRIER SHEATHINI PANELS ( BACKER R FLASHING STOP OF S Y 16'-0„ PRECAST CULTURED MORTAR SI TIGHT FIT SCRATCH I PAPER -BAD 5/8" DENS _FINISH FLO 0'-0" (REF COLUMN P) SEE FOUNC WALL SECTION 1 SCALE: 3/4" = 1'-0" 6-MIL VISQUEEN VAPOR BARRIER , MCFee CONSTRUCO. GENERAL CONTRACTORS 790 MONROE RD, SANFORD, FL 32771 PH 407 323115.0 FX 407 323 9304 EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS 8t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS N% A TEMPOKAmi STAFFING) INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-04 SHEET NUMBER A3*4 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SECTION SET PRINT DATE: MAY 16, 2005 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE WALL SECTIONS PROJECT NO: AD-2005-04 SHEET NUMBER A395 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SECTION SET PRINT DATE: MAY 16, 2005 (DESIGN BASIS ONLY: OWNER MAY SELECT FIXTURES) TOILET ACCESSORIES MOUNTING HEIGHT PRDvibED BY: DESCRIPTION: SURFACE —MOUNTED TOILET PAPER HOLDER, MANF, BOBRICK MODEL #B-66997 . 19" A.F.F TO CENTER OF HOLDER BY GC GRAB BAR 36" LENGTH MANF. BOBRICK MODEL #B-6806 SERIES 33" A.F.F. TO TOP OF BAR BY GC rTA5 GRAB BAR 42" LENGTH, MANF. BOBRICK MODEL #8-6806 SERIES 33" A.F.F. TO TOP OF BAR BY {;O = SURFACE —MOUNTED PAPER TOWEL DISPENSER & WASTE RECEPTACLE, MFR. BOBRICK MODEL #B-3942 48" A.F.F. MAX. TO TOWEL HGT. BY {�C SURFACE —MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK MODEL #B-270 24" TOP OF UNIT BY GC TA6 MIRROR — WIDTH OF COUNTER X 36" HIGH BY GC TA7 SOAP DISPENSERS, MANF. BOBRICK MODEL # B-42 42" TO BOTTOM OF UNIT _ BY GC 40" TO BOTTOM OF MIRROR BY GC TA8 24" X 36" MIRROR CUP DISPENSER MANF BOBRICK MODEL # B-235 48" TO BOTTOM OF DISPENSER BY GC TA9 MIRROR TOWEL HOOK PAPER TOWEL � TOILET SEAT SOAP DISH DISPENSER SOAP GRAB BAR COVER SANITARY DISPENSER DISPENSER NAPKIN TOILET PAPER DISPOSAL01 - 3"-01' DISPENSER o _ 1 N N FINISH FLOOR 0 j FN `- MOUNTING HEIGHTS SCALE: 1 /4" = 1'-0" A' -A" ENLARGED TOILET PLAN. SCALE: 3i8= , -a HANDICAPPED INSTALLATION: EXPOSED HOT WATER & DRAIN PIPES TO BE INSULATED (SEE PLUMBING FIXTURE SCHEDULE) WATER COOLER LAVATORY z0z ® iZ N_j i �c1 n_ _:w0 �, N� 0 c� o o _I @ i 5'-6" T-1 MECH. FASTENERS W/TAMPER RESISTANT HEADS - TYP. TOP OF SIGN ELEVATION @ 60" ABOVE FINISHED FLOOR. 1 /2" RADIUSED CORNERS, TYP. ° 0 5/8" HIGH UPPER CASE "SANS SERIFS" RESTR®Ql�ll OR "SIMPLE SANS SERIFS" STYLE LETTERS, RAISED 1 /32", TYP. >_ ® PICTOGRAMS/SYMBOLS RAISED 1 /32" WHERE OCCURS TYP. �o N 1 /8" THICK NON -GLARE MATTE FIN. ACRYLIC SIGNS. COLOR OF CHARACTERS, SYMBOLS, AND BACKGROUND AS 0 0 0 0 0 0 0 SELECTED BY ARCHITECT, TYP. 0 0 0 0 l 0 0 0 0 ° 116+1 0 - 'NO. 2 BRAILLE INTEGRAL WITH SURFACE OF SIGN - HGT. 5/8" MIN. NO LARGER THAN 2' 6" TYP. INDICATE CORRECT BRAILLE ADA SIGNAGE SCALE: 1 /4" = 1'-O" PER PLAN 5"-0" HC TOILET ROOMS HC TOILET ROOMS TOILET ROOMS TOILET ROOMS MARK #113 107 114 119 120 107,114,119, 120 WEST WALL #129 1309129 13® J SCALE: 3/8 -o" 4 _-- „ „ 3 SCALE: 3/8" = 1'-0" SCALE: 3/8" -= 1'-0" SCALE:. 3/8" = 1'-0" (2SCALE: 3/8 - 1 -0 DRINKING FOUNTAIN OR ELECTRIC WATER COOLER TO BE INSTALLED IN ACCORDANCE TO SECTION 4.15 OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING 3"-3" 3"-3" 3�-3'' 5-41 CONSTRUCTION. SEE FLOOR PLAN FOR CLEARANCES -' Q 1711 1 EQUIPMENT PERMITTED 30" MIN IN SHADED AREA (N — N Q Q A � 0 � JI fl Lij '--------� o !� CJ p o o --- --- ---- ---- x I ---- ---- IL--- _X i I - _ a- �48" MIN � BAR SINK I I z `s SINK , i .� 6 6 Q0 I I i I a 1 i U C �-'F DW IREF SPAC�t - UC - © I REF o , I Ii o I __= PROVIDE WALL - -�► I i I REF i i_ I I _- ►, , I CUP HOLDER I—► I (NIC) I I I = 8" NIN 6" MAX ------ ----- i I -------- - CLEAR FLOOR SPACE 10'-03 -1 6 -0 6'-01' " ELEVATION PLAN SECTION 1 BREAK ROOM #132 SCALE: 3/8" CONFERENCE #132 CONFERENCE -#132 )4ELECTRIC WATER COOLER NORTH WALL 9 SOUTH WALL8 SCALE: 3/8" V-0" SCALE: 3/8" SCALE: 3/8" l OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORARY STAFFING. INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE INTERIOR ELEVATIONS PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: DOOR SCHEDULE WTemp Door HEET SET: Details Ft Finish Set A4m 1 D PRINT DATE: MAY 16, 2005 r, - t REFLECTED CEILING PLAN LEGEND LIGHTING FIXTURES 24" X 48" LAY -IN CEILING GRID WITH 4-BULB FLUORESCENT FIXTURE V X 4' SURFACE MOUNTED 2-BULB FLUORESCENT FIXTURE 24" X 24" LAY -IN CEILING GRID a WITH 4-BULB FLUORESCENT FIXTURE Q RECESSED INCANDESCENT SPOT O VP VAPORPROOF / WET AREA SPOT Q Q RECESSED DIRECTIONAL SPOT 8' 2-BULB, STRIP -TYPE FLUORESCENT 4' 2-BULB, STRIP -TYPE FLUORESCENT Oo METAL -HALIDE HIGH BAY C� SURFACE MOUNTED INCANDESCENT WALL -PACK HVAC FIXTURES F24" X 24" DIFFUSER 24" X 24" RETURN AIR GRILLE ® 12" X 12" DIFFUSER ® 12" X 12" RETURN AIR GRILLE ® 12" X 12" RESTROOM EXHAUST FAN LIFE SAFETY FIXTURES ® ® EXIT LIGHT, SHADED AREA DENOTES VISIBLE'EXIT' SIGN FACE SD CEILING -MOUNTED SMOKE DETECTOR OHEAT DETECTOR REFLECTED CEILING PLAN CLG FINISHES & HEIGHTS 1 GYPSUM BOARD FINISH UNO SEE 2 EIFS FINISH RCP NOT 3 2X4 ACT LAY -IN TILE/GRID USED SEE 4 2X2 ACT LAY -IN TILE/GRID RCP 5 BULKHEAD, PAINTED GYP BOARD 9'-0"UNO 6 OT EXPOSED STRUCTURE, - OPEN TO DECK 7 SOFFIT PANEL NOT USED 1 8° CEILING HGT, AFF CEILING MATERIAL REFLECTED CEILING PLAN OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS T E M P 0 R_A_ R Y S TA INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE REFLE C CEILING PLAN PROJECT NO: AD-2005-04 SHEET NUMBER A6* 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: Ps -RCP - SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 V� OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS T P RARY STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE DOOR SCHEDULE PROJECT NO: AD-2005-04 SHEET NUMBER A8 • DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER DOOR SCHEDULE SHEET SET: WTemp"Door` Details 'Temp Set PRINT DATE: MAY 16, 2005 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID INSULATION IN BETWEEN EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) - FLASHING — STOREFRONT SCALE: 3"= 1 '-0" PAN FLASHING 43" 4i 8 2 D DETAIL @ EIFS 4" 41 8 2 157 SEALANT r �f EIFS: 1-1/2 THICK MIN.. j (MEDIUM SAND FINISH) OVER SPRAYED —MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING - PANELS (REVERSE APPLICATION) 3" METAL BUILDING INSULATION 3 CULTURED STONE I PAPER —BACKED LATH SCRATCH COAT ' MORTAR SETTING BED / } TIGHT FIT MORTAR JOINTS I EXTERIOR SILL DETAIL - EIFS / 4 SCALE: 3" = 1 '-0" 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1" RIGID I 1 STOREFRONT JA 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS W/ 1 " 4 14 RIGID INSULATION IN BETWEEN DOOR WIDTH T 1 (2) 3'-0" X 7'-0" 4 CONT. CAULK ........ 3/4" X 4-1/2" ENGINEERED =�N ... _ .. . .. . r, LUMBER BLOCKING c� g„ z w Ile Lu EIFS: 1-1/2 THICK MIN. Of (MEDIUM SAND FINISH) OVER ! (JAMB SIMILAR) SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS o SHEATHING OVER METAL BUILDING PANELS(REVERSE APPLICATION) STOREFRONT DOOR JAMB @ EIFS CAULK SCALE: 3" = 1'-0" - ALUM. STOREFRONT DOOR TYP. t EXTEMOR I HTER& 4" THICK CONC. ALUM. THRESHOLD - SET IN CONT. SIDEWALK TYP. SEALANT BED P SLAB SEE - SLOPE .24" / FT. STRUCTURAL DWGS. I 5/8 GYP BOARD OVER �- 1-5/8" METAL STUDS . a PEMB �� a i a i 1 /2" EXPANSION JOINT FILLER 5 STOREFRONT SILL DETAIL SCALE: 3"= 1 '-0" 3„ WINDOW FRAME WIDTH D 4 2" (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) CONT. CAULK 3/4" X 4-1/2" ENGINEERED LUMBER BLOCKING RUBBER BUMPER FLOOR CLIP — SHIM AS REQUIRED 3/4" PLYWOOD BACKER ROD & SEALANT SILL BELOW 10 H EAD X Q w 4" THICK CONC. METAL STUDS @ 12" O.C. ABOVE DOOR ONLY 2 X 4 NAILER REMOVABLE SECTION REMOVABI SECTION Dckenvnoi [7 CTnnc CONT. CAULK EXTERIOR 1 /4 X —ENGINEERED LUMBER BLOCKING WEATHER STRIP DOOR ALUMINUM THRESHOLD HANDICAP ACCESSIBLE SEE DOOR SCHEDULE CONCRETE WALK OR ASPHALT PAVEMENT` SLOPE DOWN AWAY FROM BUILDING @ .24" PER FT. Q MAX. BACKER ROD & SEALANT c� SLOPE DOWN q a a ° a q° a° q a a. Q ° o a SILL BELOW °. H� �; 4 EXPANSION MATERIAL 1/2" SEALANT BED EXTERIOR DOOR SILL SCALE: 3" = 1'-0" WOOD DOOR CASING 5/8" GYP. BOARD ^ % 3/4" X 4-3/4" WOOD JAMB �-.- WOOD STOP 2X4 WOOD STUD FRAMING AT 16 O.C. (DOUBLE JAMB STUDS) SHIM AS REQUIRED INTERIOR STUD HEADI/JAMB DETAIL SCALE: 3"= 1 '-0" GYP BOARD OVER 18" METAL STUDS 3 F. CAULK _OW METAL FRAME AND DOOR 3" METAL BUILDING INSULATION METAL BUILDING PANEL EIFS: 1-1/2 THICK MIN. (MEDIUM SAND FINISH) OVER SPRAYED -MEMBRANE MOISTURE BARRIER OVER 5/8" DENGLASS SHEATHING OVER METAL BUILDING PANELS (REVERSE APPLICATION) EXTERIOR PEMB HEAD/JAMB DETAI 9 SCALE: 3"= 1'-0" 013 ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS &t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPOMAI0% AR STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE DOOR DETAILS PROJECT NO: AD-2005-04 SHEET NUMBER A8E2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: DOOR SCHEDULE SHEET SET: WTemp Door Details Et Finish Set PRINT DATE: MAY 16, 2005 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORAR2 Y STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FINISH SCHEDULE PROJECT NO: AD-2005-04 SHEET NUMBER • A9 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: SHEET SET: PRINT DATE: MAY 16, 2005 STRUCTURAL NOTES: (NOT ALL NOTES APPLY) , 1. GOVERNING CODES: 5. CONCRETE REINFORCEMENT: THIS DESIGN IS BASED ON THE FOLLOWING CODES: A. FLORIDA BUILDING CODE, 2001 EDITION A. REINFORCING STEEL BARS SHALL BE GRADE 60 (60 KSI ASTM A615) STEEL AND TIED WITH DRAWN STEEL WIRE. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 318 (1995 EDITION) B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR USE FIBERMESH AS NOTED ON PLANS PLACEMENT C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING, ASD C. OF REINFORCING STEEL SHALL BE AS SHOWN ON PLANS AND PER THE MANUAL OF STANDARD DESING METHOD, PRACTICE FOR DETAILING REINFORCED CONCRETE STRRCTURES'. ACI 315 MANUAL ON PLACING STEEL REINFORCING. D. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-95 / ASCE 5-95 / TNIS 402-95 D. PROVIDE MINIMUM LAP SPLICE OF 48 BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES FOR ALL E. STRUCTURAL WELDING CODE D1.1 REINFORCING BARS. UNLESS NOTED OTHERWISE, STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN BEAMS AND COLUMNS. E. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE THE STRAIGHT BARS. 2. DESIGN LOADS: A. WIND LOADS BASED ON USING THE ASCE 7-38 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" METHODS OF CALCULATION FOR WIND PRESSURES AND THE FOLLOWING FACTORS: 1. MEAN ROOF HEIGHTS AS SHOWN ON SHEET AO.1 F). CAST IN PLACE CONCRETE; 2. WIND SPEED OF 120 MPH A. THE CONCRETE SUPPLIER SHALL PROVIDE MIX DESIGNS OF ALL CONCRETE USED IN STRUCTURAL APPLICATIONS.. 3. EXPOSURE CATEGORY'B' B. WHEN POURING AGAINST EARTH, THE EMBANKMENT SHALL BE WETTED FIRST AND ALL POURS ON DIRECT SUN 4. IMPORTANCE FACTOR OF 1.0 DAYS WILL MISTED AT LEAST TWICE FOLLOWING INITIAL SET. ISOLATION JOINTS SHALL BE PROVIDED AT ALL 5. INTERNAL PRESSURE COEFFICIENT OF +/- 0.18 COLUMNS AND EXPANSION FELT AT THE PERIMETER OF THE SLAB. 6. THIS BUILDING IS NOT IN A WIND BORNE DEBRIS REGION AS DEFINED BY FLORIDA BUILDING CODE C. FINISH ON THE SURFACE OF FLOOR SHALL BE MACHINED TROWELLED FOLLOWED BY HAND FINISHING AS B. ROOF LIVE LOAD OF 20 PSF WITH ALLOWABLE LOAD REDUCTIONS BASED ON AREA AS OUTLINED IN THE FBC REQUIRED. C. ROOF DEAD LOAD PER METAL BUILDING MANUFACTURER D. EXTERIOR WALKS AND PARKING AREAS TO BE LIGHT BRUSHED FINISH. D. ALLOWABLE SOIL BEARING OF 2,000 PSF 3. DRAWINGS AND SPECIFICATIONS: A. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. ADVISE PROJECT, DESIGNER OF ANY CONFLICTS 7. FOUNDATIONS: A. SOIL BEARING PRESSURE USED FOR DESIGN BETWEEN THESE DRAWINGS AND ARCHITECTURAL DRAWINGS. VERIFY ALL FIELD CONDITIONS AND CONFIRM COLUMN LOCATIONS IN RESPECT TO ARCHITECTURAL WALL ALIGNMENT PRIOR TO START OF WORK, ,MAXIMUM ....2,000 PSF B. PREPARE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT B. THESE DRAWINGS ARE TO BE USED IN COMBINATION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, C. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSU::IT SUITABLE OR UNSTABLE SOILS, OR MATERIALS OR PLUMBING AND CIVIL DRAWINGS. REFER TO THESE OTHER DRAWINGS FOR DETAILS THAT RELATE TO STRUCTURAL CONDITIONS NOT ANTICIPATED INT HE ORIGINAL REPORT. COMPONENTS. D. CONCRETE PLACEMENT SHALL OCCUR IMMEDIATELY AFTER FOOTING EXCAVATION AND PLACEMENT OF C. ALL DATA ON EXISTING CONSTRUCTION CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO REINFORCING STEEL. ANY FREESTANDING WATER SHALL BE PUMPED OUT OF FOOTING EXCAVATION PRIOR TO COMMENCING WORK. CONCRETE PLACEMENT. D. THE CONTRACTOR SHALL COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS TO THE E. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE MINIMUM IN -PLACE DENSITY TESTS. EXTENT THAT PRINTED INFORMATION IS MORE DETAILED OR STRINGENT THAN REQUIREMENTS C019TAINED IN THE PLANS. E. THE PLANS SHOW THE LOCATION OF FIXTURES AND EQUIPMENT AND ARE INTENDED TO CONVEX' THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL OF THE ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART THIS WORK. B. STRUCTURAL STEEL: F. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF A. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASISC ..S THE BUILDING UNTIL THE STRUCTURAL SYSTEM IS COMPLETED. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL EEL FOR BUILDINGS", CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED THE MINIMUM DESIGNED STRENGTH AS LATEST EDITION B. STRUCTURAL STEEL SHAPES (USED AS BEAMS AND COLUMNS) SHALL CONFORM TO ASTM A572 SPECIFIED IN THESE DRAWINGS. GRADE 50 KSI UNLESS OTHERWISENOTED ON THE CONTRACT DRAWINGS. C. PLATES, CHANNELS, RODS, ANCHOR BOLTS AND ANGLES SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS. D. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B OR ASTM A501. E. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B.(46 KSI MIN) 4. CONCRETE: F. ALL BOLTS (EXCEPT ANCHOR BOLTS) SHALL BE HIGH STRENGTH (HSB) AND SHALL CONFORM TO ASTM A325, 3/4" A. CONCRETE STRENGTH REQUIREMENTS: DIAMETER UNLESS NOTED OTHERWISE. ;HIGH STRENGTH BOLTS SHALL BE USED UNLESS SPECIFICALLY NOTED ON 1. 2,500 PSI: FOUNDATIONS, BLOCK FILL AND FLOOR SLABS THE DRAWINGS. CONCRETE MIX AGGREGATE SIZE: ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH AWS "CODE FOR ARC AND 1. 1. FOUNDATIONS, ON GRADE FLOOR SLABS: 3/4" GAS WELDING IN BUILDING "G. ILDING CONSTRUCTION, LATEST EDITION. THE MINIMUM ELECTRODE USED SHALL BE E70 XX LOW 2. BLOCK FILL: 3/8" HYDROGEN ELECTRODES UNLESS OTHERWISE SPECIFIED. C. MAXIMUM SLUMP: 4" (+/-1") FOR ALL CONCRETE, EXCEPT USE 8" (+/-1") FOR FILLING CELLS IN BLOCK. FLY ASH, IF H. STRUCTURAL STEEL SHALL BE PRIMED PAINTED WITH ONE COAT OF LIGHT GRAY PRIMER MEETING THE MINIMUM USED, SHALL NOT EXCEED 20% BY WEIGHT OF TOTAL CEMENTITIOUS CONTENT. SLUMP LIMITS SHALL BE STRICTLY REQUIREMENTS OF FEDERAL SPECIFICATION TT-F-636 OR STEEL STRUCTURES PAINTING COUNCIL SPECIFICATTON ADHERED TO. 15-68T, TYPE 1. D. CONCRETE FORMWORK: CONCRETE FORMWORK SHALL BE IN A CLEAN CONDITION FOR USE AS FINISHED I. ALL BEAMS SHALL BE FABRICATED AND ERECTED NATURAL CAMBER UP. SURFACE FORMS. FORMS SHALL NOT BE REMOVED UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH TO SUPPORT J. CONNECTIONS MAY BE SINGLE SHEAR PLATE (OR DOUBLE ANGLE) FRAMED BEAM CONNECTIONS PER AISC UNLESS ITS OWN WEIGHT AND PROPOSED CONSTRUCTION LOADS. NOTED OTHERWISE. ALL BOLTS SHALL BE 3/4" DIAMETER A-325-X UNLESS NOTED OTHERWISE. `SHOP CONNECTIONS E. MINIMUM CONCRETE COVER: MAY BE BOLTED OR WELDED WITH TIGHT SUITABLE NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE, CONCRETE PERMANENTLY EXPOSED TO EARTH = 3 INCHES DESIGN CONNECTIONS FOR THE LARGER OF EITHER THE SHEAR VALUE SHOWN ON THE DRAWINGS OR 75% OF THE CONCRETE EXPOSED TO EARTH OR WEATHER = 1 1/2 INCHES MAXIMUM SHEAR, LISTED IN THE TABLES FOR "ALLOWABLE UNIFORM LOAD IN KIPS FOR BEAMS LATERALLY CONCRETE NOT EXPOSED TO EARTH OR WEATHER = 3/4 INCHES SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE "PROPERTIES AND REACTION VALUES", PART 2 OF THE LATEST F. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFIGATIONS FOR EDITIONOF THE AISC "MANUAL OF STEEL CONSTRUCTION." READY -MIXED CONCRETE ASTM C94. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. K. SPLICING OF STRUCTURAL STEEL WHERE NOT DETAILED IS NOT PERMITTED WITH OUT PRIOR WRITTEN G. EXPANSION AND CONTRACTION JOINTS: FLOOR (CONTRACTION) JOINTS SHALL BE SAW CUT OR PREFABRICATED APPROVAL OF THE STRUCTURAL ENGINEER. AT A MAXIMUM SPACING OF 8 TO 12 FEET. THESE CONTROL JOINTS SHALL BE APPROXIMATELY 1/8"WIDE AND L. PROVIDE STRUCTURAL STEEL SHOP DRAWINGS SIGNED AND SEALED BY A REGISTERED FLORIDA PROFESSIONAL _ EXTEND TO A MINIMUM DEPTH OF 1/5 THE FLOOR SLAB THICKNESS. A 1/4" PERIMETER EXPANSION (ISOLATION) JOINT E ENGINEER. SHALL BE USED AT FLOORS ADJOINING WALLS AND AROUND ALL COLUMNS. THESE ISOLATION JOINTS SHALL BE STRUCTURAL OPENINGS, M. SUPPORTS, ANCHORS, ETC., AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND FORMED BY INSTALLING AN ASPHALT IMPREGNATED FIBER SHEET THAT EXTENDS THE ENTIRE THICKNESS OF THE PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT PURCHASED BEFORE PROCEEDING WITH SLAB.. STRUCTURAL WORK AFFECTED. 9. LIGHT GAUGE STEEL FRAMING: A. STANDARDS: 1. AMERICAN IRON AND STEEL INSTITUTE (A.I.S.i.) "DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 2. AMERICAN WELDING SOCIETY (A.W.S.) D1.3 STRUCTURAL WELDING CODE - SHEET STEEL" B. TRACK SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURES AS SHOWN USING THE SPECIFIED FASTENERS. CONCRETE ANCHORS SHALL BE INSTALLED AFTER FULL COMPRESSIVE STRENGTH HAS BEEN ACHIEVED. C. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGE OR WEBS OF BOTH UPPER AND LOWER TRACKS. D. WALL STUDS BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. E. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. 10. CONCRETE MASONRY UNITS: A. CONCRETE BLOCK WORK UNDER THIS SECTION SHALL BE AS PER PLANS AND SHALL BE PLUMB., TRUE TO LINE WITH LEVEL COURSES ACCURATELY PLACED. WHERE NO PATTERN IS INDICATED, MASONRY SHALL BE LAID IN A RUNNING BOND, B. ALL CONCRETE BLOCKS SHALL HAVE A MINIMUM F'M OF 1500 PSI AND BE OF STANDARD WEIGHT CONFIRMING TO ASTM C-90 TYPE N-1. CONCRETE MASONRY UNITS SHALL BE DRY WHEN LAID. C. MORTAR SHALL BE USED WITHIN 2-1/2 HOURS AFTER INITIAL MIXING. MORTAR THAT HAS STIFFENED DUE TO EVAPORATION WITHIN THIS PERIOD SHALL NOT BE RETEMPERED OR RESTORED TO WORKABILITY. MORTAR SHALL BE TYPE S (F'M = 1800 PSI AT 28 DAYS) FOR ABOVE GRADE WORK AND TYPE M (F'M = 2500 PSI AT 28 DAYS) FOR BELOW GRADE AND RETAINING WALLS. D. HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE OF HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS AND PILASTERS AND IN THE STARTING COURSES ON FOOTINGS AND WHERE ADJACENT TO CELLS OR CAVITIES TO BE FILLED WITH COARSE GROUT. MORTAR JOINTS SHALL BE 3/8" THICK EXCEPT WHERE OTHERWISE INDICATED. EXTERIOR WALLS TO BE COVERED SHALL HAVE FLUSH JOINTS AND INTERIOR WALL JOINTS SHALL BE TOOLED WITH A ROUND JOINTER. E. HORIZONTAL JOINT REINFORCING (WIRE TYPE WITH 9 GAUGE EQUAL TO DURO-WALL SHALL BE PLACED VERTICALLY AND SHALL EXTEND AT LEAST 6" INTO VERTICAL ) AT 16 OC COLUMNS OR PILASTERS. HORIZONTAL REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS CONTROL JOINTS AND SHALL BE PLACED FULLY EMBEDDED IN FACE -SHELL MORTAR BEDS FOR THEIR ENTIRE LENGTH (MIN MORTAR COVER OF 518") F. VERTICAL REINFORCEMENT (WHERE REQUIRED) SHALL BE PLACED IN THE CENTER OF MASONRY CORES UNLESS SHOWN OTHERWISE. THIS REINFORCEMENT SHALL BE LAPPED (WHERE REQUIRED) A MINIMUM OF 48 BAR DIAMETERS OR 2A" , WHICHEVER IS GREATER. MASONRY CORES SHALL BE FILLED WITH COARSE GROUT CONFORMING TO ASTM C476. 1. 3000 PSI AT 28 DAYS 2. 3/8 AGGREGATE 3. 8" - 10" SLUMP i G. BOND BEAMS SHALL CONSIST OF LOAD -BEARING UNITS FILLED WITH COARSE GROUT AND REINFORCED AS INDICATED UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE CONTINUOUS EXCEPT THROUGH EXPANSION (CONTROL) JOINTS. WHERE BOND BEAM IS NOT BROKEN AT CONTROL JOINT A DUMMY CONTROL JOINT SHALL BE FORMED IN THE BOND BEAM. H. UNFINISHED WORK SHALL BE STEPPED BACK FOR TOOLING WITH NEW WORK. TOOTH ING MAYBE EMPLOYED ONLY WHEN SPECIFICALLY APPROVED. BEFORE LAYING NEW WORK, LOOSE MORTAR SHALL BE REMOVED AND THE EXPOSED JOINT THOROUGHLY CLEANED. I. USE MASONRY SAWS TO CUT BLOCK AS REQUIRED. J. IF WALL REINFORCING IS NOT SHOWN ON PLANS, PLACE ONE #5 BAR IN A CELL FILLED WITH COARSE GROUT AT A MAXIMUM SPACING OF 48". ALSO FILL THE FIRST CELL ADJACENT TO ANY OPENING AND LOCATE THREE (3) FILLED i CELLS AT ANY WALL CORNER OR INTERSECTION. I K. PROVIDE CLEAN -OUTS FOR FILLING CELLS IN LIFTS EXCEEDING 4 FT, BUT LIFT:, SHALL NOT EXCEED 12-0". L. AT THE COMPLETION OF WORK ALL HOLES IN JOINTS OF MASONRY SURFACES TO BE EXPOSED OR PAINTED (EXCEPT WEEP HOLES) SHALL BE FILLED WITH MORTAR AND SUITABLY TOOLED. MASONRY WALLS SHALL BE DRY BRUSHED AT THE END OF EACH DAY'S WORK AND ALSO AFTER FINAL POINTING AND SHALL BE LEFT CLEAN AND FREE FROM MORTAR SPOTS AND DROPPINGS. ANY CRACKS IN MASONRY SHALL BE REPAIRED. DEFECTIVE JOINTS SHALL BE CUT OUT AND REPOINTED. M. ALL MASONRY THAT IS RETAINING EARTH AS IN A RETAINING WALL OR STEM WALL SHALL BE FILLED SOLID FOR PORTION IN CONTACT WITH EARTH. 11. PRE-ENGINEERED METAL BUILDING: A. THE METAL BUILDING SHALL BE DESIGNED, FABRICATED NAD SUPPLIED BY A MANUFACTURER WHO: 1. HAS AT LEAST FIVE YEARS EXPERIENCE AS A METAL BUILDING FABRICATOR. 2. IS IN "GOOD STANDING" WITH THE "METAL BUILDING MANUFACTURER'S ASSOCIATION" (MBMA) 3. IS CURRENTLY AN AISC APPROVED FABRICATOR. CATEGORY MB (OR BETTER) B. THE METAL BUILDING DESIGN SHALL BE BASED ON THE SAME LOADING REQUIREMENTS AS OUTLINED UNDER THE "DESI GN LOADS SECTION THIS SPECIFICATION. THE DESIGN OF THIS BUILDING SHALL BE PERFORMED BY A REGISTERED ENGINEER LICENSED IN THE STATE FLORIDA. C. COMPLETE ERECTION DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION SHOWING ALL ANCHOR BOLT SETTINGS, TRANSVERSE CROSS SECTIONS, SIDEWALL, ENDWALL AND ROOF FRAMING, FLASHING AND SHEETING AND ACCESSORY INSTALLATION DETAILS. DESIGN CALCULATIONS SHALL BE SUBMITTED WITH SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED ENGINEER LICENSED IN THE STATE OF FLORIDA. D. THE METAL BUILDING DESIGN ENGINEER SHALL SUBMIT LOADING WHICH THE METAL BUILDING WILL IMPOSE ON THE BUILDING FOUNDATIONS AND SLABS. THIS LOADING SHALL BE LISTED AS "DEAD LOAD, LIVE LOAD AND WIND LOADS " FOR THE VARIOUS LOADING CONDTIIONS. LOAD DATA WHICH HAS ONLY COMBINATIONS OF LOADS ARE NOT ACCEPTABLE. E. THE METAL BUILDING MANUFACTURER SHALL DETERMINE ANCHOR BOLT DIAMETER. T TOKOO CONSM "N!. GENERAL CONTRACTORS •0 MONROE ■D A •R, • 4' , • 0, EMAIL: droddl@mckeeconstructionco.corr 1 1. License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ex SUBMISSIONS DATE DESCRIPTION PERMIT SET 16 MAY 2005 PROJECT WORKERS TEMPOF\DP% R STA New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE T T On NOTES PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-So.1 SHEET SET: WTemp Structural Sol Sheet Set PRINT DATE: MAY 16, 2005 7 PPIIIIIIIIII 1 1 I OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AROOM25 REVISIONS Fr SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPODARY SmI"AFFING., New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FOUNDAT10"'N PLAN PROJECT NO: AD-2005-04 SHEET NUMBER Se2 DRAWN: JLP 1 SRR CHECKED: RAG LAYER MANAGER: PS-S2.1 SHEET SET: WTemp Structural Sheet Set PRINT DATE: MAY 16, 2005 3 1 1 TURNED -DOWN EDGES MARK REMARKS DETAIL TDE-1 TURNED DOWN EDGES TO BE 18" WIDE X 24" DEEP CONTINUOUS AROUND PERIMETER OF SLAB W/ (3) #5 REBAR CONTINUOUS/LAPPED. DETAIL 1/S.4 TDE-2 TURNED DOWN EDGES TO BE 8" WIDE X 8" DEEP CONTINUOUS AROUND PERIMETER OF SLAB AS SHOWN BY — — — — — LINE W/ (1) #5 REBAR CONTINUOUS/LAPPED. DETAIL 2/S.4 HAIRPINS HP-1 PROVIDE 20' #5 REINFORCING STEEL AT CORNERS AS SHOWN. HAIRPINS TO BE BENT AT 45d ANGLES — HP-2 PROVIDE 20' #5 REINFORCING STEEL AT EDGES AS SHOWN. HAIRPINS TO BE BENT AT 90d ANGLES +/—. — NOTES S-1 THIS DESIGN WILL MEET THE 120 MPH WIND LOAD AS PER SECTION 1606, OF THE 2001 FBC S-2 CONDENSER UNIT SLABS: SLABS SHOULD ALLOW 6" CLEARANCE ON ALL FOUR SIDES OF CU. SLAB TO BE 2500 PSI, 4" THICK, STRUCK FINISH. LOCATE SLABS PER DIMENSIONS SHOWN ON FOUNDATION PLAN. OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.660.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WO RKE RS T E M P. 0 RIA DIX vi STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE =3 FOU N DATIuN, PLUMBING PLAN PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-S2.1 so SHEET SET: WTemp Structural Sheet Set PRINT DATE: MAY 16, 2005 3 f, 2 3 4" CONCRETE SLAB WITH FIBERMESH OVER 4" CONC. SLAB W/ FIBERMESH — — — — — — — — — 6MM POLY VAPOR BARRIER W.W.M. ON 6 MIL VAPOR BARRIER ON CLEAN, WELL -COMPACTED, TERMITE FINISHED FIRST FLOOR TREATED FILL 2 Q 0'-0 REFERENCE DATUM 3 TT �T1� < 1 SLOPE DOWN �' � GRADE -=3-7 -!1I!=III a9 !i=' — T I (3) #5s CONT. W/#3 CROSS —TIES AS NEEDED 8'' S (1`) #5 CONT. 71 1 rA I I n 1 I � �T I TDE-1 TDE-2 SCALE: 3/4» — V-0» 2 SCALE: 3/4" V-0 1 /8" DEEP SAW CUTS TO BE MADE WITHIN 24 HRS. OF POUR. AS PER SPECIFICATIONS WWF SHALL BE CONTINUOUS A-1 ALL CONTROL JOINTS (TYP. C.J. U.O.N.) CUT SHALL BE . 3/4„ MIN FOR 4" SLAB, 1-1/2" MIN FOR 5" SLAB, 1 -3/8" DEEP FOR 6" SLAB SAW.CU T JOINT Ax x-._x x X X X DESIGNATED AS 'CJ' ON FOUNDATION PLAN EXPANSION JOINT MATERIAL SEE FOUNDATION PLANS FOR LOCATIONS EXPANSION JOINT x --_X x X x (:B - 1 �5 PRE—FAB METAL KEYWAY (GALVANIZED) CONSTRUCTION JOINT C x x._x� �x x x � -1 �4 1 rs 1 COMPONENTS AND CLADDING PRESSURE (PSF) * ( i - 1.00, exp = B, gcpi = 0.55 (PE) VELOCITY ZONE ROOF WALLS 1 2 3 4 5 120 MPH —31.80 —46.83 —62.03 +32.45 —34.92 +33.38 —42.07 COMPONENTS AND CLADDING PRESSURE (PSF) * ( i = 1.00, exp = B, gcpi = 0.00 (0) VELOCITY ZONE ROOF WALLS 1 2 3 4 5 120 MPH -19.74 —34.70 —49.81 +20.39 -22.85 +21.32 —30.01 10 TYP. COLD JOINT BETWEEN POURS OCCURS ONLY AT "C.J." LOCATIONS SEE FND. PLAN CONTROL JOINT DETAILS WIND UPLIFT ZONES / SCALE: NO SCALE NECESSARY SCALE: NO SCALE NECESSARY MCK80 CONSTRUCTION CO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 3231150 FX 407 323 9304 EMAIL: drodd1@mckeeconstructionco.com Florida License CBC 048972 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORL.ANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS 6t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPOR ART STAFFING., INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE FOUNDATION DETAILS PROJECT NO: AD-2005-04 SHEET NUMBER S94 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-S3.1 SHEET SET: WTemp Structural Sheet Set PRINT DATE: MAY 16, 2005 � w w w -3 w « � *| v| ` ` ' ` ^ ` 0 HVAC SCHEDULE AND KEY NOTES CD-1: PROVIDE AND INSTALL NEW 24'X 24'STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. CD-2: PROVIDE AND INSTALL NEW 12" X IZ'STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. CD-3: PROVIDE AND INSTALL NEW 24'X 24'STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TA6. BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN NECK. NECK SIZE AND CFM ARE NOTED ON THE PLAN. RG-1: PROVIDE AND INSTALL NEW 24" X 24'PERFORATED FACE OFF WHITE STEEL RETURN AIR CEILING GRILLE EQUAL TO TITUS PAR. BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. PROVIDE SQUARE TO ROUND /M-\ TG-1: PROVIDE AND INSTALL NEW 24'X 24'PERFORATED FACE STEEL TRANSFER AIR CEILING GRILLE WITH NO MANUAL VOLUME DAMPER EQUAL TO TITUS PAR. NECK SIZE AND CFM (FOR ACCOUNTING PURPOSES) ARE NOTED ON THE PLAN. PROVIDE SQUARE TO ROUND ADAPTOR. VAV: PROVIDE AND INSTALL NEW ACCESSIBLE 24 VOLT GALVANIZED STEEL MODULATING DAMPER AS PART OF THE OVER ALL VAV, BYPASS, CHANGE X OVER CONTROLS SYSTEM. SIZE AND CFM (EXCEPT BYPASS) ARE NOTED. PROVIDE WITH 120 V TO 24 V TRANSFORMER. PROVIDE ASSOCIATED TSTAT. DAMPERS MUST FULLY MODULATE. 2POSITION DAMPERS ARE NOT ACCEPTABLE. 12VVAC RE[U} ATEACH DAMPER. CARRIER -PARKER ONLY. NO SUBSTITUTIONS. EF-1: PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN EQUAL TO COOK GEMINI GC-140. 75 CFM AT 0.375'ESP. 70 WA -ITS AT 120 VAC. PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT, INTEGRAL BACKDRAFT DAMPER, STEEL CEILING GRILLE, AND UNIT MOUNTEI; SPEED CONTROLLER. INTERLOCK FAN WITH LIGHT SWITCH IN ROOM. SUSPEND UNIT FROM STRUCTURE WITH 3/8" ATR. UNIT WEIGHS 15#. EF-2: PROVIDE AND INSTALL NEW SUSPENDED IN LINE FAN EQUAL TO COOK GEMINI GC-840. 910 CFM AT 0.375'ESP. 373 WATTS AT 120 VAC. PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT, AND INTEGRAL BACKDRAFT DAMPER. CONTROL FAN WITH LINE VOLTAGE TSTAT AND INTERLOCK WITH 2 POSITION OPEN CLOSED OUTDOOR AIR DAMPER. SUSPEND UNIT FROM STRUCTURE WITH 3/9'ATR AND COOK GEMINI HANGING ISOLATOR KIT OR EQUAL. UNIT WEIGHS 74#. CU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL TO TRANE MODEL TTA120133 (DUAL REFRIGERATION CIRCUIT ONLY). 126,000 BTUH TOTAL COOLING CAPACITY, 10.3 SEER. 208 VAC THREE PHASE. 47.9 MCA, 60 AMPS MAX NEC DISCONNECT. DISCONNECT BY ELECTRICAL TRADE. TWO UNITS REQD. AHU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX AIR HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO TRANE M1:)DEL TWE120. 4000 CFM SUPPLY AIR. OUTDOOR AIR CFM NOTED ON PLAN. 3 HP FAN MOTOR AND OVERSIZED SHEAVE REQD. 18.71 KW HEATER (AT'RATED VOLTAGE) WITH SINGLE POINT WIRING KIT AT 208 VAC, 3 PHASE. PROVIDE 2 SETS OF 30% EFFICIENT PLEATED FILTERS. DISCONNECT BY ELECTRICAL CONTRACTOR. UNIT WEIGHS 400#. 2 UNITS REQD. CU-2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL TO TRANE MODEL 2TTRO24. 24,000 BTUH TOTAL COOLING CAPACITY, 10 SEER. 208 VAC, I PHASE. 11 MCA, 15 AMPS MAX NEC DISCONNECT. DISCONNECT BY ELECTRICAL TRADE. PROVIDE AUTO CHANGE OVER PROGRAMMABLE T'STAT WITH LOCKING COVER. PROVIDE LOW AMBIENT KIT FOR USE TO 20 F. AHU-2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX AIR HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO TRANE MODEL TWE024. 800 CFM SUPPLY AIR. OUTDOOR AIR CFM NOTED ON PLAN. 1/4 HP FAN MOTOR AND 4.8 KW HEATER (AT RATED VOLTAGE) WITH SINGLE POINT WIRING KIT AT 208 VAC SINGLE PHASE. PROVIDE 2 SETS OF TA FILTERS. DISCONNECT BY ELECTRICAL CONTRACTOR. UNIT WEIGHS 127#. Ml: FURNISH NEW STORM PROOF ALUMINUM OUTDOOR AIR LOUVER (MIN. 55% FREE AREA) WITH AN ALUMINUM BIRD SCREEN AND 6"' DEEP GALVANIZED STEEL PLENUM. SIZE OF LOUVER, CENTERLINE ELEVATION, AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. SELECTION OF COLOR BY OWNER. INSTALLATION BY GC. M2: FURNISH NEW STORM PROOF ALUMINUM EXHAUST AIR LOUVER (MIN. 55% FREE AREA) WITH AN ALUMINUM BIRD SCREEN AND 6DEEP GALVANIZED STEEL PLENUM. SIZE OF LOUVER, CENTERLINE ELEVATION, AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. SELECTION OF COLOR BY OWNER. INSTALLATION BY GC. M3: ROUTE SUCTION AND LIQUID PIPING FROM EACH AHU, DOWN IN WALL, BELOW THE SLAB (IN PVC CONDUIT) TO THE CORRESPONDING CONDENSING UNIT. SEAL SLAB PENETRATIONS AND CONDUIT OPENINGS MOISTURE AND VERMIN PROOF. NOTE: CONDUIT FOR 10 UNITS MUST BE SIZED FOR DUAL REFRIGERATION CIRCUITS. AC MANUFACTURER AND NOT CONTRACTOR SHALL SIZE REFRIGERANT TUBING BASED ON LONG LINE MANUAL FOR MAX. 2% SYSTEM LOSS. M4: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVC CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU AND ROUTE TO DRYWELL. SIZE IS NOTE ON PLAN. M5: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVC CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU AND TERMINATE ABOVE RIM OF MOP SINK PER 2001 FMC. SIZE IS NOTE ON PLAN. M6: PROVIDE AND INSTALL A24" D|4' AND24' HIGH DRYVvELL VYDH PEA GRAVEL FILL ACCEPTABLE T0THE AH]. ` M7:INSTALL CONDENSING UNITS ON 4"0NCRETE PAD WITH THICKENED EDGE AND EXTENDED MIN. 4'AROUNDUNIT. DO NOT FORM AND POUR ' ' CONCRETE UNTIL EXACT DIMENSIONS 0FACTUAL EQUIPMENT |S APPROVED.GENERAL MECHANICAL NOTES ' ' 1. THE DRAW INGS DEPICT THE REQUIRED HVAC SCOPE OF WORK. ALL WORK IS ASSOCIATED WITH NEW CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 FLORIDA MECHANICAL AND BUILDING CODES;NFPA9O4 AND 1O1;^ NEC; AND ORANGE COUNTY (\H]). ' 3'CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY THE ASSOCIATED FEES. 4'COORDINATE ALL WORK WITH THE OWNER AND ALL TRADES. 5 ALL NEW RIGID AND SQUARE/ RECTANGULAR SUPPLY AIR DUCTWORK ASSOCIATED WITH THE 2 TON AHU AND ALL AIR THROUGHOUT THE BUILDING SHALL BE 1.5" THICK FIBERGLASS DUCTBOARD_ WITH A MIN. R VALUE OF R-6.0. ALL NEW RIGID SUPPLY AIR AND RETURN AIR DUCTWORK ASSOCIATED WITH THE 10 TOM AHUS AND ALL EXHAUST AND OUTDOOR AIR DUCTWORK THROUGHOUT THE. BUILDING SHALL ncG-9vGALVANIZED STEEL. EXTERNALLY INSULATE /nE/o TON SUPPLY AIR AND RETURN AIR DUCTWORK WITH l^l' THICK U./5POUND DENSITY FIBERGLASS DUCT INSULATION WITH ANP6KJACKET. ALL DU{TBOARDAND INSULATION JOINTS SHALL E MADEYV|T o APPROVED MASTIC. N- TAPES ALLOWED ... LIEU _ GLASS .._ AND MASTIC. FABRICATE AND SUPPORT ALL DUCTWORK ., ACCORDANCE WITH ^,°' ."."" AHUGALY.STEEL SHALL DERATED ATMIN. TYYG DUCT DIMENSIONS REFERENCED DIMENSIONS. L NEW FLEXIBLE SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO 5km\CNASTANDARDS WITH ANINTEGRAL VAPOR BARRIER AND AMIN. KVALUE nr � R'6'0' ALL DUCTWORK, MASTICS, ETC. SHALL HAVE MAX. 25 FLAME SPREAD AND MAX. 50 SMOKE DEVELOPED RATINGS.PROVIDE DOUBLE� lit 1 23 1136 L TO VAN 195 195 232 75 210 vo 75 OT VO AT DUCT CONNECTIONS BETWEEN AIR MOVING EQUIP. AND GALV. STEEL DUCTWORK. 6. APPLY 2.2" THICK 3/4 POUND DENSITY FIBERGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AND MASTIC TO THE TOP OF THE NEW SUPPLY AIR DIFFUSERS AND REGISTERS. 7. INSTALL SMOKE DETECTORS IN THE SUPPLY AIR DUCrWORK OF THE 10 TON 4000 CFM AHUS PRIOR TO THE FIRST DUCT BRANCHTO SHUTDOWN THE AHUS. INSTALLATION SHALL COMPLY WITH THE FMC AND AHJ. 2 TON 800 CFM AHU DOES NOT REQUIRE A SMOKE DETECTOR PER THE 2001 FMC. 8. AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE PROCEDURES AND PRACTICES INVOLVED. 9. PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT GUARANTEES, WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 4 HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OR DESIGNATED REPS. WITH THE WAYS IN WHICH THE SYSTEMS ARE OPERATED AND MAINTAINED. 10. HEIGHTS OF ALL THERMOSTATS AND TIME CLOCKS SHALL CONFORM TO ADA REQS. % 11. PROVIDE PROPER ACCESS FOR ALL MECHANICAL EQUIPMENT COMPONENTS REQUIRING SERVICE, ACCESS, INSPECTION, AND USE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, FMC, AND AHJ. 12. INSULATE ALL SUCTION REFRIGERANT PIPING WITH 1/2" ARMSTRONG ARMAFLEX INSULATION WITH 2 COATS OF ARMSTRONG FINISH APPLIED TO ALL EXPOSED INSULATION AT THE CONDENSING UNITS. 13. ALL CONDENSATE PIPING SHALL BE S-40 PVC WITH SOLVENT WELDED JOINTS. INSULATE ALL ABOVE SLAB COND. PIPING WITH 11Z'ARMSTRONG ARMAFLEX INSULATION. 14. SEE ELECTRICAL PLANS FOR LOCATIONS OF WP 115 V CONVENIENCE OUTLETS PER FMC AND NEC WITHIN 250F HVAC EQUIPMENT. 15. ALL OUTDOOR AIR COMPLIES WITH ASHRAE STANDARD 62 AND THE 2001 FMC. THE CONFERENCE ROOMS AND BREAK ROOM HAVE OCCUPANCIES LESS THAN 3 HOURS DURATION AND A 50% FACTOR HAS BEEN APPLIED TO THE NUMBER OF PEOPLE (CHAIRS) AT 20 CFM PER PERSON. ALL OFFICE AREAS ARE DESIGNED AT 20 CFM PER PERSON WITH NO FLUCTUATION IN OCCUPANCY ALLOWANCE TAKEN. ALL TOILET ROOMS AND THE JAN CLOSET ARE EXHAUSTED AT 75 CFM PER WATER CLOSET IN EXCESS OF THE 50 CFM REQD. 16. THE 10 SPLIT SYSTEMS SHALL BE CONTROLLED WITH SEPARATE ELECTRIC/ ELECTRONIC CONTROLS SYSTEMS CONSISTING OF CENTRAL CONTROL PANELS, COMMUNICATING BYPASS DAMPERS, INTEGRALTIME CLOCKS, MODULATING SUPPLY AIR DAMPERS, THERMOSTATS, SENSORS INCLUDING STATIC DUCT PRESSURE SENSORS, OPERATOR PANELS, CONDUCTOR, WIRING, TRANSFORMERS AND OTHER ITEMS AS REQD. FOR COMPLETE AND WORKING VAV/ BYPASS/ CHANGE OVER SYSTEMS. WARRANTY THE ENTIRE CONTROLS SYSTEM FOR 1 YEAR NON PRO RATED. THE HVAC CONTRACTOR SHALL INCLUDE AN ALLOWANCE FOR START UP, COMMISSIONING, AND TRAINING. TRANE VARITRAC, CARRIER PARKER CONTROLS ONLY. NO SUBSTITUTIONS. 1/8^=1-O~ -.11 /-M\ /6!A- w^omOA 18.0 14T [j 2..,o TGA 860 15 CDA 215 VAV 215 CD _I ww i CD-1 CD I 100 VAV Iro 525 205 262 205 1112-0 TGA VAV 262 -211 205 Lf PLEASE SEE SHEET M.2 FOR ENLARGED HVAC PLAN A M 0 !il CONSTRUCTION CO. GENERAL CONTRACTORS CONSULTING ENGINEER 1) ej PE 41321 2338 Winter Woods Blvd. Suite j 2014 Winter Park, FL 32792 Phone/Fax/Data: (407)657'5585 ' U | Email: net � ��U��~ ^^~ ^~^~^~""""-~~"=^�-"'"`� 1OOEAST PINE STREET, SUITE 2O1 ORLANDO, FLORIDA 32801 PH: 4O785U3735FAX: 4D7.G5O.373G ' � F0R0ALICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY PERMIT SUBMISSION SET PROJECT WTV ORKERS TEMPOD ARY INJW% STAFFING, INC. New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE In A OVERALL HVAC FLOOR PLAN PROJECT NO: AD-2005-04 SHEET NUMBER M* 1 - CHECKED: RAG LAYER MANAGER: PS-M.1 SHEET SET: WTEMP SHEET SET PRINT DATE: 18 MAY 2005 y E 4 __ - -.�' t- �� 8T8 �___ �,_Y _ _ _ _ � 150 C' UST r`'� _ M 1611 6„xx8:: / \� M HVAC SCHEDULE AND KEY NOTES r ? i 915 CFMOA �,? O ^-- ,_ 12' � FE CHANGES IN DUCT SIZE (TYP) 2' ' A F E 1 6' F .� - - __ - - / T7 TG - �tf.�...1....._L J - / 1L__- -_ v�_f_l LL-t _T 1 _ __ 1zZ7L11 _ -_. L _ awl �1 11 SUPPLY AIR _._ , CD 1: PROVIDE AND INSTALL NEW 24" X 24" STAMPED FACE OFF WHITE STEEL U t !_\ -� I - - _ CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO NOTED CFM WITH MANUAL VOLUME 'r \ -- --------- r------------ - :. - -� _ -1 __ T tom_ \ j' �`-- , _ _ �__ s j 16"ID 1 & `ID 20"0 18"0 j 16"O DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. /k-14I 7 � r CD 2: PROVIDE AND INSTALL NEW 12" X 12" STAMPED FACE OFF WHITE STEEL SUPPLY AIR ,f f ' � i ( BID j i . _ VAV 'I I /;%� 0 265ID _ CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO NOTED CFM WITH MANUAL VOLUME ,I ' I ,..a.. „•' - - - I -' - 12"ID E t • •• '1 / -- � ` VAV I a t"41 LL i` f . i 1 I I I •♦ DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. / ; - VAV ' I CD-1 F° ' / 0 10"0 �"" i ` r_� 111 14"ID I o ' CD 1 ��' ` ` ------ 10"0 o•""'a"'° I '' = X = r� �� 8 0 1 I 8"0 ' I 1. I 10 IDf I I ' i / I I ♦ ! N I ♦ 6"ID ¢ ( 1-__-..-._.-_-, i \• •J i w cTv i J€ 225 I I VAV ! / CD 1 1 6 ID CD 1 ♦°. I v i o• 95 1 ! I -- U_ CD 3: PROVIDE AND INSTALL NEW 24 X 24' STAMPED FACE OFF WHITE STEEL SUPPLY AI ' {, r� 1 10 ID�q..* .,, I 6 N 6 ID/ TG 1 1 CD 1 8 0 4 I CD 1,.... . I�: i 0!! ........ \, ^ w CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO NOTED CFM WITH MANUAL VOLUME € ' i _ i / 317 `•" 0'D �+ N .••I ,I! \ It : / 12,.0 1 8'0 1 I I 8..0 I ?'° ( EF 1 i,.• =, \; 470 ( 245 I f i 220 I I I I , 1 e` i , 1 DAMPER IN NECK. NECK SIZE AND CFM ARE NOTED ON THE PLAN. f y / { 1 • ym, I Is ! A/{ 1 ; •1` 3•U \ _ ..: "•'.,� g 0 •% \ 8"D 8"0 �,/ o i ..i.,` I `�S 1 i 2 RG 1: PROVIDE AND INSTALL NEW 24" X 24" PERFORATED FACE OFF WHITE STEEL RETURN AIR ?TGA 4 j • ,.• 22. I . 220 BYPASS � ,� ' , n ^ g �. , �, I I + ,�.....••` r N DAMPER i t I s l7 ��k CD 1. CEILING GRILLE EQUAL TO TITUS PAR. BALANCE TO NOTED CFM WITH MANUAL VOLUME i s ?i 1 I ( `� ( 's, ` y _ o TG-1 sza I , ,-;; I �� CD -2 10"� t3t+, ■ Y� 20"x20"/ 6'0 CHASE r I e 5'0j !•�♦%. 265 _ DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. PROVIDE _) ; t f € ( v ♦ ■ -_ _ - -_ of ,' 95 FOR i ' ' - r 1 w _ _ I r- `� \ T A a t i _rY w / PIPING i 48F-�__A._ L e ! SQUARE TO ROUND ADAPTOR. 1 _I , 1 \-.----______ ' - -- -s-- _--.------------- ' T� - -- - - ' -- --- ( I �i -' : TG-1: PROVIDE AND INSTALL NEW 24" X 24' PERFORATED FACE STEEL TRANSFER AIR CEILING� t L / 11 i 11 ! GRILLE WITH NO MANUAL VOLUME DAMPER EQUAL TO TITUS PAR. NECK SIZE AND CFM (FOR c +` TG 1 � -- _- 1� TG-1 12 0 10"0 1 :■i.:.:r;a.�e 14"0 RG-1 +•• s - a,z • i 495 i -2i ACCOUNTING PURPOSES) ARE NOTED ON THE PLAN. PROVIDE SQUARE TO ROUND ADAPTOR. ;',. �'� j • 20"0 ,,,...a o A 16"0 . ; ®_ e` 86d 1910 24' 24"X24" x M $1U' 1115[D', '.r .0 ; ! 1 I � \L TG 1 j_'��'e'. rr e,e'e\®` x BACKDRAFT = 0 3 'j I - �, m 12"0 1 ; .r., .,.,.=r, TG-1 s RG-1 24" DAMPER N z1 n i ! ' --�- i _ _ _ _ { VAV: PROVIDE AND INSTALL NEW ACCESSIBLE 24 VOLT GALVANIZED STEEL MODULATING - ��- ; it t' C -� -----A46- - --' 16.,0 i 2WO a.......o' �, 6 DAMPER AS PART OF THE OVER ALL VAV, BYPASS, CHANGE OVER CONTROLS SYSTEM. SIZE I - ---- - ---- - -- --- - ---- _ __-_-_ ___ -_ VAV AND CFM EXCEPT BYPASS ARE NOTED. PROVIDE WITH 120 V TO 24 V TRANSFORMER. `\ j `: CD 1 r. ; '••o - --ir __ i----- - i r --�" ` ( ) .♦ 8 Ri ;, EF 1 l h ; ' `'r 1 - - - - 1 ; i< \ � !_I / - - I! ; 8 CD 1 \ 1 OV DE ASSOCIATED TST T. DAMPERS UST FULLY MODULATE. 2 POSITION DAMPERS ARE t -ti 223 t i :; - :1 6 0 ;',r' -' - �:- = I ; L `\\, i ,-- - _ i . 6 0 L�JF vPR I E A DAM M _ , ,; I \ NOT ACCEPTABLE. 120 VAC REQD. AT EACH DAMPER. TRANS VARITRAC OR CARRIER -PARKER;11 �''o `-` I ' I� ' ;` I /, f T 1 0 55 ,, �,a ONLY. NO SUBSTITUTIONS. i „ ! I ° ? - = i �i°Csrar0"., +,+` %..... I - - �1 ! .ram : _ 1 NEXT TO f'' _ /� yr i .,e I --- ,\ '1 ._ i i - e _ �� h-i--�=-� 86d / CONF RM _Z, _ .__\ .4 .�i.r-.--.--'-_-� .-.-�_ --------I EF 1: PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN EQUAL TO COOK GEMINI \ ` f ., . 1 , � _ \ - - DooR r I !I- --- -- - -- 1 --- - I f ;\V 1 Ii I i s r' 2 CDy2 • \ \ ��;�- / TG-1 \ � r GC 140. 75 CFM AT 0.375" ESP. 70 WATTS AT 120 VAC. PROVIDE UNIT WITH MANUAL \ �jr% •; I 'j ;- -- -- - -- r, \� -; - // � 1 2� 'l p i/ STARTER DISCONNECT INTEGRAL BACKDRAFT DAMPER STEEL CEILING GRILLE AND UNIT ��,-� %�.. i _;, 40 a• °• // # p \ 'f/` / ; (; . e $ g� z MOUNTED SPEED CONTROLLER. INTERLOCK FAN WITH LIGHT SWITCH IN ROOM. SUSPEND �-, f `� i 1 € ( I € , ; I I , +,. 205 , +: 3 "'--"'J .. , / .''(•j-} II- \ I[i I� L - ? I I �� i 7 1 1`+ /• �, i`" "' 4� UNIT FROM STRUCTURE WITH 3/9' ATR. UNIT WEIGHS 15#. \� �j /` `!J - i - 1 I I I ' + ! �� € I _ 1,-- +J I § 5 r I I CD-1 CD-1 i i ° j �'J ____ €- t I I tj' I I % I 215 i ': 2b2 i' ' i I¢ i 1 EF-2: PROVIDE AND INSTALL NEW SUSPENDED IN LINE FAN EQUAL TO COOK GEMINI GC 840. �_:_ - 'I t`a' EF_1 '4 ; 1 E•,,•E t • o, ,• 0 1 ....•. •gquuny i •. un..P % 1 \ .••'• ' I i I 1 1. ' 910 CFM AT 0.375" ESP. 373 WATTS AT 120 VAC. PROVIDE UNIT WITH MANUAL STARTER, % I - -- ; CD-1 I CD 1 CD 1 I ,o•• i ' ' e ° ' i 1 1; _.- __ t I 8 0 I 8°0 i 8"ID I .u..n• 1 I i I I ,1 i DISCONNECT, AND INTEGRAL BACKDRAFT DAMPER. CONTROL FAN WITH LINE VOLTAGE I VAV__=- __-_ __� ; ; ; 215 215 215 0 € : i 1 T'STAT AND INTERLOCK WITH 2 POSITION OPEN CLOSED OUTDOOR AIR DAMPER. SUSPEND 1o"ID i 1 1 I i I 1 ? 1 , - 1 CD-1 10"0 12..0 i r -- I -- - -- --=-1 , I-0 -- - -1 I , ! m 8,:0 , UNIT FROM STRUCTURE WITH 3/8" ATR AND COOK GEMINI HANGING ISOLATOR KIT OR EQUAL ; ? 1) N j i ' , ; ; ; i s' 205 . ; UNIT WEIGHS 74#. s i i i g� Ja I I�_ j 1 L-A I� I �I I' 1' I ---- i �� I ; / 1 CD 1� CD 1 CD 1 I ----- '1 I E,... �♦ ........,... i< 80 1 80 80 1 TG 1 CU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL I 1 ':. 1 ; 215 I 215 s. 215 ♦♦.�� a "I i r 12"0 - I ( .1 i iv 545 �, TG 1 !i i TO TRANE MODEL TTA12063 DUAL REFRIGERATION CIRCUIT ONLY). 126 000 BTUH TOTAL I ? i ) i - 7 / _ s"0 ,t ( ) I ; i I o•`` VAV CD 1 r ( °. CD-1 •r...... : COOLING CAPACITY, 10.3 SEER. 208 VAC THREE PHASE. 47.9 MCA, 60 AMPS MAX NEC 4 3 CD-1 i 1 € ■• 12"ID 8"ID i / 10"0 i ® j 205 1= i 8 0 a f i ......•`♦ ••.... ...•` 215 / 262 # , I ,DISCONNECT. DISCONNECT BY ELECTRICAL TRADE. TWO UNITS REQD. ,-` , , f 195 ( ! �1 I € I I-- _ VAV i j s �- i I } AHU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX AIR HANDLING UNIT AHU WITH ;, \� _71+� a `'` I <; 'e\v l I I vav ( . I ; 10 ID ,, I , 1 f . , (AHU) a.=�s►R i� I I=s iv i= i ° I 4 1 I t s! o i I I _- ', 12"0 I � I - I f I _ __ _ I, a ELECTRIC HEAT EQUAL TO TRANE MODEL TWE120. 4000 CFM SUPPLY AIR. OUTDOOR AIR CFM � !! TG-1 i ; TG-1 14"0 14"0 12"ID ; ' s - i i i NOTED ON PLAN. 3 HP FAN MOTOR AND OVERSIZED SHEAVE REQD. 18.71 KW HEATER (AT � it \TG 1 11 . = 16 ID I 14'ID (- =J i -- -- -�- 8„41 i 1055 $60-------- I ? I t i 1 i I? RATED VOLTAGE) WITH SINGLE POINT WIRING KIT AT 208 VAC 3 PHASE. PROVIDE 2 SETS -- --- - 195 I I-- j ; ! CD 1 "' ( , _..___ - iI- r: � f � t f -� # i y ® 8„0 OF 30% EFFICIENT PLEATED FILTERS. DISCONNECT BY ELECTRICAL CONTRACTOR. UNIT A II I C f� "; i I I E I s I `• 205 I's ' _ - __ fl WEIGHS 400#. 2 UNITS REQD. i t -- - - --------------- ------ -- ----- -. rJ ---- - I OO :O it - Q i _ -- --- ; .- - L, ; ----- - - - I . o ___ _ I I } m \_ i' - i ; I . _ --I-: CU-2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL TO - -a s ; 's ' `'`, 7G_1 1 ;( TRANE MODEL 2TTR024. 24,000 BTUH TOTAL COOLING CAPACITY, 10 SEER. 208 VAC, 1 } l '? i IF € I --1 m � `' �' $ � I PHASE. 11 MCA, 15 AMPS MAX NEC DISCONNECT. DISCONNECT BY ELECTRICAL TRADE. t ! ,I IF ' I e ' PROVIDE AUTO CHANGE OVER PROGRAMMABLE T'STAT WITH LOCKING COVER. PROVIDE LOW # € -' °---( I ! - I t - I ♦'•,o 1 AMBIENT KIT FOR USE TO 20 F. ' I ""'• I € CD-1 CD-1 CD-1 CD-1� ' ` RG 1 ? -' 8 P1 8"0 .............. I t 8ID M 8ID ' i ♦ 180 I 1. i I �j ''oe�. 230t F 170 •• •.,.••.,.a i o•° 230 4 230 € I € 1600 , 1 CD-1 .1 I AHU 2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX AIR HANDLING UNIT (AHU) WITH 1i CD 1 9 CD 1 I ,• ; # 8 0 I i 8- I 8 O I ; i TG-1 I I t? RG 1 € 135 I ELECTRIC HEAT EQUAL TO TRANE MODEL TWE024. 800 CFM SUPPLY AIR. OUTDOOR AIR CFM I __.1 - 232 1 �I 230 _ ( yAy I 1 8°ID ; T -, '. ; i = 1s 10 s I 14'ID I1 ' I' NOTED ON PLAN. 1/4 HP FAN MOTOR AND 4.8 KW HEATER (AT RATED VOLTAGE) WITH !t ' i w1 - 10'0 ' 170 I Lz;_ 24'X24'1600 ; SINGLE POINT WIRING KIT AT 208 VAC SINGLE PHASE. PROVIDE Z SETS OF TA FILTERS. I € s m i ' - "�O- BAMKPE I `' 'i I ............••. ♦ .. I - . , 10"0 10"ID 12"0 1 = DISCONNECT BY ELECTRICAL CONTRACTOR. UNIT WEIGHS 127#. F 1 p m-�' ""`-" t-12'0 -1 €FL� I VAV �Yvass-� 20"x20" F I ! I_`--!_-_- _ -_,__ -__-- �1 i 10" 0 DAMPER I ; t It 8.,0 \ i i zakzo 24" i } Il I f 2 1 4ID I i : 232 ! \ i x m i I C'T�------------ OS MOTOR `i € M _ AHU-1 Y� -\ P --I r � a { I e t _� � ` I -- 24 x20" 24" x20' -'• I o I OP DAMP i O M1: FURNISH NEW STORMPROOF ALUMINUM OUTDOOR AIR LOUVER (MIN. 55% FREE AREA) r-- -- --- -- -_ - - - - -- - I I 120 VAC i ! 1 1 f -1 pan.•+. i ♦ r--- DE�ECTOR % VAV WITH AN ALUMINUM BIRD SCREEN AND 6' DEEP GALVANIZED STEEL PLENUM. SIZE OF LOUVER • v++. -- I I EEF 2 I - -,. a� CENTERLINE ELEVATION, AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. i If """'e o / -- 10 o,Q --: w t € -, 10"0 I SELECTION OF COLOR BY OWNER. INSTALLATION BY GC. : �� TG 1 TG 1D"-"_.t� "�'''�_., rI I It t i �.• 16"0aia yr vz. ., . ,---------- M c�v toDoo, 170 DOOR DOOR 10 0 1005•'r'e % ♦' I - 1 1 I TG 1 ': �; M2: FURNISH NEW STORM PROOF ALUMINUM EXHAUST AIR LOUVER (MIN. 55% FREE AREA) ! 1 �. �NOER�oT uNOERcuT UNDERCUT i '' 4,k p I { ` t ?i p 1. o'o oe c I I i 915ID WITH AN ALUMINUM BIRD SCREEN AND 6" DEEP GALVANIZED STEEL PLENUM. SIZE OF LOUVER, I i \---_�-_--_-----_ __--.____� __.1 -_-; _.. __T o, . _ _ I ___ _-,_-_______ _-___ ; i 1 ` E-- ------ - -; .-_.3 :j .� -- - t= : ; I - - ---- ------�"--7 Y �� f--1'': ! -- �.�' -- ' --------- ' _ ® E- i I r ----- CENTERLINE ELEVATION AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. I ; STACKED ; ' '_I _ I i I =:I i ' • !; . �- 1; ' I rl i ,,; I i. , I �' 8X8 CHASE t , I i-i it a♦ 1 :VARITRAC'• i_J 'I I€, . - s i. :l; I TG:I ! tORPIPING� M ` �; li e I t m ;i SELECTION OF COLOR BY OWNER. INSTALLATION BY GC. [--: ------ - -- I : PANELS : ii ' i € 1 O ~• I; +? : v _ I° - -- - i [ .• E 8"� j i i 1.5 . _ i !` TG 1 - -- - - - - I 1 ! ` , t i # /f`. •, ,.a.n.... �., {{ i. l 2I5 ' ® I 1 , 1 I 1 I \ 8 a ,:, ••`° ! ` 1, °•'' •fiy { 11 ' t € .41, I' I r j 12 0 1 E M3: ROUTE SUCTION AND LIQUID PIPING FROM EACH AHU, DOWN IN WALL, BELOW THE _ 60 er®'" •+ i i `1 _ li 5D0 (! ♦,. j 6Q2 ,:; - I I ee. i i i 585 , o ,, I T m I I 1 SLAB IN PVC CONDUIT TO THE CORRESPONDING CONDENSING UNIT. SEAL SLAB;, ! i 75 '., 'Ter° 1`'0, i ' I ! ` 4o I I 140 1 i �+ ""'� ` i� I `\ * I I ( ) f. - n irf' �. l+t. € I £ 1 i '( 'y '•♦ i ^[^`^^--,.^^•-`^ ;t,i �'`' i PENETRATIONS AND CONDUIT OPENINGS MOISTURE AND VERMIN PROOF. NOTE: CONDUIT FOR ? 1 TG_1 ; ? '. t I i I j 1 1 •••t•` ��, \ TG-1 °"`i. `11I .. ; , : ' .-- . ..,. j �` •,•pappu as 10 UNITS MUST BE SIZED FOR DUAL REFRIGERATION CIRCUITS. AC MANUFACTURER AND NOT 210 I ; ' I I I _ t ; ! I • I ` ' , •,...a.,,. \ $'ID I,.._ 3' _ ?-. --`- I I EF-1 1 EF.1 5.0 j �5" 0 EF-1 ! i ••••ae. 150 li ■ �\ 1 .�,, .,•° 1--=�- ' CONTRACTOR SHALL SIZE REFRIGERANT TUBING BASED ON LONG LINE MANUAL FOR MAX. 2% s I ` \ TG 1 CD-1 ( 5'0 j g"0 �� G CD 1 I I CD 1 , I I i \ 8"0 8"0 SYSTEM LOSS. € 6 1 1 i I I 8 0 1 5 i s\:i I i HH, ,}i I - 01 `\.� F-I I='r I I I I I '% ,- 155 1 I 155 i :♦ m 1 I I CD_ €I 11 1 75 3/4' i Dt? - --- -- -- - ----- I i �\ ve 11 i El- I,+ '•...a. 10"0 i! `_ M4: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVC i r j I - -- F =- _-A__-_- - ____ � y CD-1 Q U_ f n- - _.-_-.t -- _._- --- - - _-__ ; i 8'ID i • I IEl 310 I I, CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU AND ROUTE TO DRYWELL. SIZE IS -; ; 1 I- - - _ ,i q -RG 1 I t f E 150 ti I t . x a _ _410 NOTE ON PLAN. I II _ __ _ _ 40 1i ! e I I --- - -- 3 J -� 650 i oo j LL1 0 - VAV 1-._- FD U�fRe } i 8"0 I P ` 10'0 I` 16 0 # r M5: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVCis I j i 8•,�i ` /� � j° / "",•• TDfO"''EtisN� o'__ ---- - - t' I. I � , O { [ d ',•aaaap..nnW.Up•,. -r _.� `- b S ./ J '♦i. !T 1 • f77...............-._ ___-___i 1--..__-.._ \ \ °♦ _ - - _ _ - - - - - - - - [I �- CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU AND TERMINATE ABOVE RIM F , , K I - �.�,; _-- _ -• - '-`� ; i i s +e� € m p {(���) , o 1 1:. a �. ' £ .i' t' V 1 : 1 I §- 11 ., 1 \ <r ♦ .., t �:./ ! I 9n t Ii__., ♦ v _. is 3 \ MOP SINK PER 2001 FMC. SIZE IS NOTE ON PLAN. I o b"0 1 I I 1o, _ ; \ .' O -�; \ I ' I - AHU-2 _ I -_ i \\ . g t I I TO 1 �� 12 FU.. €ILL ;a i •1% i i i •♦ uz - - - --- -- _ = it-��*�- I . i' •'• CD'1 . ; ; TG 1 i -- DOOR t; ii -- \,!S, .-_ ___=- J CD-3 CD-3 : uNDeRcur `-------- - - M6: PROVIDE AND INSTALL A 24" DIA. AND 24' HIGH DRYWELL WITH PEA GRAVEL FILL i 'o x ( I I i 8"ID 1 6"0 � ��; 1 i - ___-____ i I 12 Iai E 10"0 19' I i41 215 - _ 1:: 55 - i ?i i( ,\ --- ACCEPTABLE TO THE AHJ. ! ;M I ,i : . € 325 I 325 i I71 - _ ' {T -_ - i �a 1 M I-1 4 I e 1; .............. •,a• .. I i `1. L 6 ID '' i I i Ili '• ••..mu.....aaa•p' IR I I. �` - �'` __ •�. M7: INSTALL CONDENSING UNITS ON 4 CONCRETE PAD WITH THICKENED EDGE AND i I--4�4't" I si i i `'- `' CD-2 I „ `�-'/ s b x$ 1 r t i ! 3; iY j %...�....,.,..«. i, .♦. i (` 40 f Q L�.. 1 EXTENDED MIN. 4" AROUND UNIT. DO NOT FORM AND POUR CONCRETE UNTIL EXACT CD 1 CD-1 I t£; :�, - r ! : I ,0 o . ' 40 CFM 8"ID 8"0 RG 1 CD 1 s�i i IiiiI ± �'•....... CD 1 _ - x `a DIMENSIONS OF ACTUAL EQUIPMENT IS APPROVED. II_FR SH AIR 1 it 180 140 _ g• i.I ` ; 6"0 . N 1 !Ii i 6.'0 8:,0 ;,I i' i 1 i _ 55 , r N o I d 12' $$" CE AFF - _ 110 150 j i ,, ? I �"1 - I - _- _ __ - _ - _ _ _ _ ___ __ _ t , i (1 i I _ t I I -a € MECHANICAL 0 ES _ - M__ __-----. _ ---.--_-_-:. _-.--T- - - -- GENERAL NOTES __.___ _T_ __ -. __. ____.-_-__ __-_ _ I `\ ., i.f t \ _ I j X !t i ! - 11�_ \=/ �ffi- "° ai 1. THE DRAWINGS DEPICT THE REQUIRED HVAC SCOPE OF WORK. ALL WORK IS ASSOCIATED V, I - -- --- - ------ --- = "" _""°°� -m -- � ; \\ I _ WITH NEW CONSTRUCTION. I - _- _:. - - r7 - _ ,ll, M Iii J U.�� CU-1 CU-2 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 FLORIDA MECHANICAL AND ' i ' �. .- (! BUILDING CODES; NFPA 90A AND 101; ASHRAE; SMACNA; NEC; AND ORANGE COUNTY (AHJ). IE' �\ I; / / o I; I j �I 3. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY THE ASSOCIATED FEES. , I i i ' \\ ENLARGED HVAC PLAN --I. - 4. COORDINATE ALL WORK WITH THE OWNER AND ALL TRADES. ( wltf " d 1 g 1 fI 1 i I 5. ALL NEW RIGID AND SQUARE/ RECTANGULAR SUPPLY AIR AND RETURN AIR DUCTWORK 3�16' = 1 -O" i ` '' n ( ti / M ASSOCIATED WITH THE 2 TON AHU AND ALL TRANSFER AIR THROUGHOUT THE BUILDING1 5, I SHALL BE 1.5" THICK FIBERGLASS DUCTBOARD WITH A MIN. R VALUE OF R-6.0. ALL NEW CU-1 ", 6i. , i RIGID SUPPLY AIR AND RETURN AIR DUCTWORK ASSOCIATED WITH THE 10 TON AHUS AND v I, I ii. (I i ALL EXHAUST AND OUTDOOR AIR DUCTWORK THROUGHOUT THE BUILDING SHALL BE G-90 GALVANIZED STEEL. EXTERNALLY INSULATE THE 10 TON SUPPLY AIR AND RETURN AIR ;I . DUCTWORK WITH 2.2" THICK 0.75 POUND DENSITY FIBERGLASS DUCT INSULATION WITH AN FSK JACKET. OV O 3 COPIES OF ALL EQUIPMENT GUARANTEES S 9 PROVIDE THE WNER WITH AN F K Q 13. ALL CONDENSATE S POUND DENSITY FIBERGLASS INSULATION� AT PIPING HALL BE 5-40 PVC WIT SOLVENT W 16 PLY 2.2" THICK 3/4 PH WELDED JOINTS. .THE 10 SPLIT SYSTEMS SHALL T GLASS FAB 6. APHAL BE CONTROLLED WITH SEPARATE L C ALL DUCTBOARD AND INSULATION JOINTS SHALL BE MADE WITHE H PARR E ECTRI / AND APPROVED MASTIC. NO TAPES ALLOWED IN LIEU OF GLASS FAB AND VAPOR BARRIER AND GLASS FAB AND MASTIC TO THE TOP OF THE NEW SUPPLY WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 4 HOURS AT THE INSULATE ALL ABOVE SLAB COND. PIPING WITH 1 /2" ARMSTRONG ARMAFLEX ELECTRONIC CONTROLS SYSTEMS CONSISTING OF CENTRAL CONTROL PANELS, MASTIC. FABRICATE AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH AIR DIFFUSERS AND REGISTERS. PROJECT SITE TO FAMILIARIZE THE OWNER OR DESIGNATED REPS. WITH THE INSULATION. COMMUNICATING BYPASS DAMPERS, INTEGRALTIME CLOCKS, MODULATING SMACNA. 10 TON AHU GALV. STEEL SHALL BE RATED AT MIN. 3" WG. DUCT WAYS IN WHICH THE SYSTEMS ARE OPERATED AND MAINTAINED SUPPLY AIR DAMPERS, THERMOSTATS, SENSORS INCLUDING STATIC DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. ALL NEW FLEXIBLE 7. INSTALL SMOKE DETECTORS IN THE SUPPLY AIR DUCTWORK OF THE 10 TON 14. SEE ELECTRICAL PLANS FOR LOCATIONS OF WP 115 V CONVENIENCE OUTLETS PRESSURE SENSORS, OPERATOR PANELS, CONDUCTOR, WIRING, TRANSFORMERS SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO 4000 CFM AHUS PRIOR TO THE FIRST DUCT BRANCH TO SHUTDOWN THE: AHUS. 10. HEIGHTS OF ALL THERMOSTATS AND TIME CLOCKS SHALL CONFORM TO ADA PER FMC AND NEC WITHIN 25' OF HVAC EQUIPMENT. AND OTHER ITEMS AS REQD. FOR COMPLETE AND WORKING VAV/ BYPASS/ SMACNA STANDARDS WITH AN INTEGRAL VAPOR BARRIER AND A MIN. R VALUE INSTALLATION SHALL COMPLY WITH THE FMC AND AHJ.. 2 TON 800 CFM AHU REQS. CHANGE OVER SYSTEMS. WARRANTY THE ENTIRE CONTROLS SYSTEM FOR 1 YEAR OF R-6.0. ALL DUCTWORK, MASTICS, ETC. SHALL HAVE MAX. 25 FLAME SPREAD DOES NOT REQUIRE A SMOKE DETECTOR PER THE 2001 FMC. 15. ALL OUTDOOR AIR COMPLIES WITH ASHRAE STANDARD 62 AND THE 2001 FMC. NON PRO RATED. AND MAX. 50 SMOKE DEVELOPED RATINGS. PROVIDE DOUBLE THICKNESS 11. PROVIDE PROPER ACCESS FOR ALL MECHANICAL EQUIPMENT COMPONENTS THE CONFERENCE ROOMS AND BREAK ROOM HAVE OCCUPANCIES LESS THAN 3 ' TURNING VANES IN ALL 90 DEGREE MITRED ELBOWS OR USE RADIUS ELBOWS. 8. AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN ACCORDANCE WITH REQUIRING SERVICE, ACCESS, INSPECTION, AND USE IN ACCORDANCE WITH THE HOURS DURATION AND A 50% FACTOR HAS BEEN APPLIED TO THE NUMBER OF THE HVAC CONTRACTOR SHALL INCLUDE AN ALLOWANCE FOR START UP, PROVIDE VENTFABRICS 25/ 50 CANVAS DUCT CONNECTORS AT DUCT NEBB_OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE PROCEDURES MANUFACTURER'S RECOMMENDATIONS, FMC, AND AHJ. PEOPLE (CHAIRS) AT 20 CFM PER PERSON. ALL OFFICE AREAS ARE DESIGNED AT COMMISSIONING, AND TRAINING. TRANE VARITRAC, CARRIER PARKER CONTROLS CONNECTIONS BETWEEN AIR MOVING EQUIP. AND GALV. STEEL DUCTWORK. AND PRACTICES INVOLVED. 20 CFM PER PERSON WITH NO FLUCTUATION IN OCCUPANCY ALLOWANCE TAKEN. ONLY. NO SUBSTITUTIONS. 12. INSULATE ALL SUCTION REFRIGERANT PIPING WITH 1 /2 ARMSTRONG ALL TOILET ROOMS AND THE JAN CLOSET ARE EXHAUSTED AT 75 CFM PER WATER ARMAFLEX INSULATION WITH COATS OF ARMSTRONG FINISH APPLIED TO ALL CLOSET IN EXCESS OF THE 50 CFM REQD EXPOSED INSULATION AT THE CONDENSING UNITS. A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 Winter Woods Blvd. Suite 2014 Winter Park, FL 32792 Phone/Fax/Data: (407) 657-5585 Email: ptankelpeCearthlink.net OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPORARY STAFFING, INC, New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE OFFICE ENLARGED HVAC LA N PROJECT NO: AD-2005-04 SHEET NUMBER M*2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-M.2 SHEET SET: WTEMP SHEET SET PRINT DATE: 09 MAY 2005 F Y yj --- a *When copper pipe is used, T,Rating is 0 h. O HVAC SCHEDULE AND KEY NOTES A A MFG P 25WB+ BeariMINNng the UL Classification arkin g g CD-1: PROVIDE AND INSTALL NEW 24" X 24" STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO 3 ROOF/METAL DECK NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. CD-2: PROVIDE AND INSTALL NEW 12" X 12" STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS, BALANCE TO 3 NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. CD-3: PROVIDE AND INSTALL NEW 24" X 24" STAMPED FACE OFF WHITE STEEL SUPPLY AIR CEILING DIFFUSER EQUAL TO TITUS TMS. BALANCE TO /- PURLINS (TYP) NOTED CFM WITH MANUAL VOLUME DAMPER IN NECK. NECK SIZE AND CFM ARE NOTED ON THE PLAN. - _ _ _... oo MIN. J%12 GALV. RG-1: PROVIDE AND INSTALL NEW 24" X 24" PERFORATED FACE OFF WHITE STEEL RETURN AIR CEILING GRILLE EQUAL TO TITUS PAR. BALANCE TO NOTED CFM WITH MANUAL VOLUME DAMPER IN SPIN IN FITTING. NECK SIZE AND CFM ARE NOTED ON THE PLAN. PROVIDE SQUARE TO ROUND .Z F Ratings - 1, 2, 3 and 4 Hr (See Items 2 and 3) STEEL WIRE DU( ADAPTOR. T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) TG-1: PROVIDE AND INSTALL NEW 24" X 24" PERFORATED FACE STEEL TRANSFER AIR CEILING GRILLE WITH NO MANUAL VOLUME DAMPER EQUAL TO - - L RatingAt Ambient -less than 1 CFM/sq ft TITUS PAR. NECK SIZE AND CFM (FOR ACCOUNTING PURPOSES) ARE NOTED ON THE PLAN. PROVIDE SQUARE TO ROUND ADAPTOR. A, L Rating At 400 F -less than 1 CFM/sq ft 2" WIDE GALV. fVAV: PROVIDE AND INSTALL NEW ACCESSIBLE 24 VOLT GALVANIZED STEEL MODULATING DAMPER AS PART OF THE OVERALL VAV, BYPASS, CHANGE CHANNEL OVER CONTROLS SYSTEM. SIZE AND CFM (EXCEPT BYPASS) ARE NOTED. PROVIDE WITH 120 V TO 24 V TRANSFORMER. PROVIDE ASSOCIATED TSTAT. DAMPERS MUST FULLY MODULATE. 2 POSITION DAMPERS ARE NOT ACCEPTABLE. 120 VAC READ. AT EACH DAMPER. TRANE VARITRAC OR SECTION W -A! CARRIER-PARKER ONLY. NO SUBSTITUTIONS. (('' D ES IC3, N N V . V J� Y -L-1 001 1.5"DUCTBOARD EF-1: PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN EQUAL TO COOK GEMINI GC-140. 75 CFM AT 0.375' ESP. 70 WATTS AT 120 VAC. �'T - -6 GLASSFA (GLASS PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT, INTEGRAL BACKDRAFT DAMPER, STEEL CEILING GRILLE, AND UNIT MOUNTED SPEED PE MASTIC), NO TAPE MASTIC), CONTROLLER. INTERLOCK FAN WITH LIGHT SWITCH IN ROOM. SUSPEND UNIT FROM STRUCTURE WITH 3/8" ATR. UNIT WEIGHS 15#. 1. Wall Assembly The 1; 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall EF-2: PROVIDE AND INSTALL NEW SUSPENDED IN LINE FAN EQUAL TO COOK GEMINI GC-840. 910 CFMAT 0.375" ESP. 373 WATTS AT 120 VAC. be Constructed of the r-naterials and In the manner described In the Individual U3OO or PROVIDE UNIT WITH MANUAL STARTER, DISCONNECT, AND INTEGRAL BACKDRAFT DAMPER. CONTROL FAN WITH LINE VOLTAGE TSTAT AND INTERLOCK WITH 2 POSITION OPEN CLOSED OUTDOOR AIR DAMPER. SUSPEND UNIT FROM STRUCTURE WITH 3/8" ATR AND COOK GEMINI HANGING U400 Series Wall or PartitionDesigns in the UL Fire Resistance Directory and shall include ISOLATOR KIT OR EQUAL. UNIT WEIGHS 74#. the following construction features: CU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL TO TRANE MODEL TTA120B3 (DUAL REFRIGERATION TRAPEZE DETAIL #1 CIRCUIT ONLY). 126,000 BTUH TOTAL COOLING CAPACITY, 10.3 SEER. 208 VAC THREE PHASE. 47.9 MCA, 60 AMPS MAX NEC DISCONNECT. A. Studs Wall framing may consist of either Wood Studs (max 2 h fire rated DISCONNECT BY ELECTRICAL TRADE. TWO UNITS READ. ,assemblies) or steel channel studs. Wood Studs to consist of nom 2 by 4 in. N. T. S. AHU-1: PROVIDE AND INSTALL NEW 10 TON SPLIT SYSTEM DX AIR HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO TRANE MODEL TWE120. lumber Spaced 1, 6 in. OC with nom 2 by 4 In. lumber end plates and cross 4000 CFM SUPPLY AIR. OUTDOOR AIR CFM NOTED ON PLAN, 3 HP FAN MOTOR AND OVERSIZED SHEAVE REQD. 18.71 KW HEATER (AT RATED VOLTAGE) WITH SINGLE POINT WIRING KIT AT 208 VAC, 3 PHASE. PROVIDE 2 SETS OF 30% EFFICIENT PLEATED FILTERS. DISCONNECT BY , braces. Steel studs tby 1-3/8 in. deep Channels spaced o be min 3-5/8 in. wide ELECTRICAL CONTRACTOR. UNIT WEIGHS 400#. 2 UNITS REQD. max 24 in. OC. CU-2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX CONDENSING UNIT (CU) EQUAL TO TRANE MODEL 2TTR024. 24,000 BTUN TOTAL COOLING B. Gypsum Board Nom /2 or 5/8 in. thick, 4 ft. wide with square or tapered CAPACITY, 10 SEER. 208 VAC, 1 PHASE. 11 MCA, 15 AMPS MAX NEC DISCONNECT. DISCONNECT BY ELECTRICAL TRADE. PROVIDE AUTO CHANGE OVER PROGRAMMABLE T'STAT WITH LOCKING COVER, PROVIDE LOW AMBIENT KIT FOR USE TO 20 F. .1 edges. The gypsum wallboard type, thickness, number of layers, fastener type AHU-2: PROVIDE AND INSTALL NEW 2 TON SPLIT SYSTEM DX AIR HANDLING UNIT (AHU) WITH ELECTRIC HEAT EQUAL TO TRANE MODEL TWE024. 800 and sheet orientation Shall be as specified In the Individual U300 or U400 Series CFM SUPPLY AIR. OUTDOOR AIR CFM NOTED ON PLAN. 1 /4 HP FAN MOTOR AND 4.8 KW HEATER (AT RATED VOLTAGE) WITH SINGLE POINT WIRING Design In the U L Fire Resistance Directory. Max diam of opening IS 13-1 /2 In. KIT AT 208 VAC SINGLE PHASE. PROVIDE 2 SETS OF TA FILTERS. DISCONNECT BY ELECTRICAL CONTRACTOR. UNIT WEIGHS 127#. 2• Pipe or Conduit Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel M1: FURNISH NEW STORM PROOF ALUMINUM OUTDOOR AIR LOUVER (MIN. 55% FREE AREA) WITH AN ALUMINUM BIRD SCREEN AND 6" DEEP OF pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, - SEAL SPIN -IN FITTING WITH MASTIC. GALVANIZED STEEL PLENUM. SIZE OF LOUVER, CENTERLINE ELEVATION, AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. SELECTION COLOR BY OWNER. INSTALLATION BY GC. nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom FIRE WALL. RETAINING ANGLES, 1 1 /2" X 1 1/2- FIRE DAMPER COLLAR (FACTORY X 10 GA. MIN. ALL AROUND ON ALL MADE COMPANION PART OF FIRE FOUR SIDES. DAMPER ASSEMBLY STEEL SLEEVE - I I SASH LOCK � I 165' F I DUCT TO MATE WITH FIRE DAMPER COLLAR FIRE DAMPER LINK I I SASH LOCK I I ACCESS DOOR MAX. BUTT HINGE 1- X 1", OR PIANO LEGEND 6- EA HINGE SIDE REFER TO PLANS FOR LOCATIONS STEEL SLEEVE FD =FIRE DAMPER CLASS B FIRE DAMPER AT WALL N.T.S. 1. CLEARANCE W SHALL BE 11W PER SLEEVE DIMENSION TO A MAXIMUM OF 1 /2". CLEARANCE W SHALL EX15T ON TOP AND BOTH SIDES OF FRAMED OPENING. FILL CLEARANCE WITH EXPANDABLE FIRE RESISTIVE MATERIAL ALL AROUND. 2. UL 555 3. DUCT AND ACCESS DOOR NOT APPLICABLE TO TRANSFER, RETURN AIR OPENINGS. #10 GALV. SHEET M2: FURNISH NEW STORM PROOF ALUMINUM EXHAUST AIR LOUVER (MIN. 5590 FREE AREA) WITH AN ALUMINUM BIRD SCREEN AND 6" DEEP 6 In. diam (or smaller) steel conduit, nom 4 in. diam, (Or Smaller) Steel electrical SPIN-INVOLUME FITTING WITH ROOF/METAL DECK - GALVANIZED STEEL PLENUM. SIZE OF LOUVER, CENTERLINE ELEVATION, AND CFM INDICATED ON PLAN. PRIME FOR PAINTING BY GC. SELECTION OF VOLUME DAMPER METALSCREWSN metallic tubing, nom b in. diam (or smaller) Type L or (or heavier} copper tubing (SELF -TAP) AND COLOR BY OWNER. INSTALLATION BY GC. WASHERS A1C CONDENSER UNIT SIMPSON C816 GALVANIZED or nom l in. diam (or smaller) fleXlble steel conduit. When copper. pipe is used, ELEVATION VIEW -END STRAP. TOTAL (4). M3: ROUTE SUCTION AND LIQUID PIPING FROM EACH AHU, DOWN IN WALL, BELOW THE SLAB (IN PVC CONDUIT) TO THE CORRESPONDING L (1) EACH AT AL (4). OPPOSITE SIDES. NOTE: CONDUIT FOR 10 UNITS MUST BE max F Rating Of firestop System (Item 3) I$ 2 h. Steel pipes or Conduits larger than D VERMIN PROOF. N 1/4" TAPCON CONDENSING UNIT, SEAL SLAB PENETRATIONS AND CONDUIT OPENINGS MOISTURE AN RMI / SIZED FOR DUAL REFRIGERATION CIRCUITS. AC MANUFACTURER AND NOT CONTRACTOR SHALL SIZE REFRIGERANT TUBING BASED ON LONG LINE nom 4 In. diam may only be used in walls constructed using steel channel studs. G Y Y g MIN. 1.5" WIDE GALV. STRAP MANUAL FOR MAX. 2% SYSTEM LOSS. A max Of one pipe Or conduit is permitted in the firestop system. Pipe or conduit - GALVANIZED STEEL DUCT M4: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVC CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU to be Installed near Center of Stud cavity Width and to be rigidly supported on FLEX DUCT SIZE SAME AND ROUTE TO DRYWELL. SIZE IS NOTE ON PLAN. both sides of wall assembly. As NECK slzE--sLAg 2.2" 0.75# DENSITY FG M5: PROVIDE AND INSTALL ARMAFLEX INSULATED SOLVENT WELDED SCHEDULE 40 PVC CONDENSATE PIPE WITH A P TRAP AND CLEANOUT AT AHU _ : ?_ _..__ ____ 1 _' INSULATION FSK ....__r_ .,-._ w�_..._ .__-_ JACKET. GLASS FAB AND MASTIC. NTAP E.- AND TERMINATE ABOVE RIM OF MOP SINK PER 2001 FMC. SIZE IS NOTE ON PLAN. M6: PROVIDE AND INSTALL A 24" DIA. AND 24" HIGH DRYWELL WITH PEA GRAVEL FILL ACCEPTABLE TO THE AHJ. 3. FIII, Void or Cavity MaTenal -- Caulk Caulk fill material installed to comp e e y I annular space between pipe or conduit and gypsum Wallboard and with a min NOTES 1 /4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress CEILING 1. SYSTEM MEETS 120 MPH WIND LOAD PER FMC / FEIC (2001) M7: INSTALL CONDENSING UNITS ON 4" CONCRETE PAD WITH THICKENED EDGE AND EXTENDED MIN. 4" AROUND UNIT. DO NOT FORM AND POUR from the wall. Caulk installed symmetrically on both sides of wall assembly. The DIFFUSER CONCRETE UNTIL EXACT DIMENSIONS OF ACTUAL EQUIPMENT IS APPROVED. hourly F Rating of the firestop system is dependent upon the hourly fire rating of � GENERAL MECHANICAL NOTES the wall assembly In which it is installed, as shown in the following table. The hourly Rlclo DUCT 1. THE DRAWINGS DEPICT THE REQUIRED HVAC SCOPE OF WORK. ALL WORK IS ASSOCIATED WITH NEW CONSTRUCTION. T Rating of the firestop system Is dependent upon the type, or size of the pipe or 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 FLORIDA MECHANICAL AND BUILDING CODES; NFPA 90A AND 101; ASHRAE; SMACNA; conduit and the hourly fire rating of the wall assembly in which it is installed, as DIFFUSER DETAIL A/C UNIT ANCHORAGE NEC; AND ORANGE COUNTY (AHJ). tabulated below: Max Pipe or Conduit Diam In. Annular Space In. F Rating Hr T N. T. S. N. T. S. 3. CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS AND PAY THE ASSOCIATED FEES. Rating Hr 1 O.to 3/ 1 6 1 or 2 0+, 1 or 2 1 1 /4 to 1 /2 3 or 4 3 or 4 40 to 1-1/2 1 or 2 0 6 4. COORDINATE ALL WORK WITH THE OWNER AND ALL TRADES. 1 /4 to 1 /2 3 or 4 0 12 3/1 6 to 3/8 1 or 2 0 5. ALL NEW RIGID AND SQUARE/ RECTANGULAR SUPPLY AIR AND RETURN AIR DUCTWORK ASSOCIATED WITH THE 2 TON AHU AND ALL TRANSFER AIR THROUGHOUT THE BUILDING SHALL BE I T THICK FIBERGLASS DUCTBOARD WITH A MIN. R VALUE OF R-6.0. ALL NEW RIGID SUPPLY AIR AND RETURN AIR DUCTWORK ASSOCIATED WITH THE 10 TON AHUS AND ALL EXHAUST AND OUTDOOR AIR DUCTWORK THROUGHOUT THE BUILDING SHALL BE G-90 GALVANIZED STEEL. EXTERNALLY INSULATE THE 10 TON SUPPLY AIR AND RETURN AIR DUCTWORK WITH 2.2' THICK 0.75 POUND DENSITY FIBERGLASS DUCT INSULATION WITH AN FSK JACKET. ALL DUCTBOARD AND INSULATION JOINTS SHALL BE MADE WITH GLASS FAB AND APPROVED MASTIC. NO TAPES ALLOWED IN LIEU OF GLASS FAB AND MASTIC. FABRICATE AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. 10 TON AHU GALV. STEEL SHALL BE RATED AT MIN. 3" WG, DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. ALL NEW FLEXIBLE SUPPLY AIR MAIN FILTER REMOVAL I� AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO SMACNA STANDARDS WITH AN INTEGRAL VAPOR BARRIER AND A MIN. R VALUE OF R-6.0. ALL DUCTWORK, MASTICS, ETC. SHALL HAVE MAX. 25 FLAME SPREAD AND MAX. 50 SMOKE DEVELOPED RATINGS. PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL 90 DEGREE MITRED ELBOWS OR USE RADIUS ELBOWS. PROVIDE VENTFABRICS 25/ 50 CANVAS DUCT CONNECTORS AT DUCT CONNECTIONS BETWEEN AIR MOVING EQUIP. AND GALV. STEEL DUCTWORK. 3/8" ALL (TYPICAL MASON 3 E OF THE ISOLATOR 6. APPLY 2.2" THICK 3/4 POUND DENSITY FIBERGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AND MASTIC TO TH TOP NEW SUPPLY AIR DIFFUSERS AND REGISTERS. 7. INSTALL SMOKE DETECTORS IN THE SUPPLY AIR DUCTWORK OF THE 10 TON 4000 CFM AHUS PRIOR TO THE FIRST DUCT BRANCH TO SHUTDOWN THE AHUS. INSTALLATION SHALL COMPLY WITH THE FMC AND AHJ. 2 TON 800 CFM AHU DOES NOT REQUIRE A SMOKE DETECTOR PER THE 2001 FMC. CLEANOUT 8. AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY INDIVIDUALS FAMILIAR WITH THE AIR HANDLING UNIT 3 FOR 2-TON AHUS PROCEDURES AND PRACTICES INVOLVED. 9. PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT GUARANTEES, WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 4 HOURS AT THE 4" FOR 10-TON AHUS PROJECT SITE TO FAMILIARIZE THE OWNER OR DESIGNATED REPS. WITH THE WAYS IN WHICH THE SYSTEMS ARE OPERATED AND MAINTAINER 10. HEIGHTS OF ALL THERMOSTATS AND TIME CLOCKS SHALL CONFORM TO ADA REQS. 11. PROVIDE PROPER ACCESS FOR ALL MECHANICAL EQUIPMENT COMPONENTS REQUIRING SERVICE, ACCESS, INSPECTION, AND USE IN ACCORDANCE CLEANOUT -7 WITH THE MANUFACTURER'S RECOMMENDATIONS, FMC, AND AHJ. 12. INSULATE ALL SUCTION REFRIGERANT PIPING WITH 1/2" ARMSTRONG ARMAFLEX INSULATION WITH 2 COATS OF ARMSTRONG FINISH APPLIED TO ALL EXPOSED INSULATION AT THE CONDENSING UNITS. 13. ALL CONDENSATE PIPING SHALL BE S-40 PVC WITH SOLVENT WELDED JOINTS, INSULATE ALL ABOVE SLAB COND. PIPING WITH 112" ARMSTRONG RPLY ARMAFLEX INSULATION. PIP 14. SEE ELECTRICAL PLANS FOR LOCATIONS OF WP 115 V CONVENIENCE OUTLETS PER FMC AND NEC WITHIN 25' OF HVAC EQUIPMENT. S� - � SEE FLOOR PLANS FOR PIPING 15. ALL OUTDOOR AIR COMPLIES WITH ASHRAE STANDARD 62 AND THE 2001 FMC. THE CONFERENCE ROOMS AND BREAK ROOM HAVE OCCUPANCIES ROUTING LESS THAN 3 HOURS DURATION AND A 50% FACTOR HAS BEEN APPLIED TO THE NUMBER OF PEOPLE (CHAIRS) AT 20 CFM PER PERSON. ALL OFFICE AREAS ARE DESIGNED AT 20 CFM PER PERSON WITH NO FLUCTUATION IN OCCUPANCY ALLOWANCE TAKEN. ALL TOILET ROOMS AND THE JAN CLOSET ARE EXHAUSTED AT 75 CFM PER WATER CLOSET IN EXCESS OF THE 50 CFM READ. 16. THE 10 SPLIT SYSTEMS SHALL BE CONTROLLED WITH SEPARATE ELECTRIC/ ELECTRONIC CONTROLS SYSTEMS CONSISTING OF CENTRAL CONTROL PANELS, COMMUNICATING BYPASS DAMPERS, INTEGRALTIME CLOCKS, MODULATING SUPPLY AIR DAMPERS, THERMOSTATS, SENSORS INCLUDING CONDENSATE DRAIN AHU INSTALLATION DETAIL STATIC DUCT PRESSURE SENSORS, OPERATOR PANELS, CONDUCTOR, WIRING, TRANSFORMERS AND OTHER ITEMS AS REQD. FOR COMPLETE AND WORKING VAV/ BYPASS/ CHANGE OVER SYSTEMS, WARRANTY THE ENTIRE CONTROLS SYSTEM FOR 1 YEAR NON PRO RATED. N. T. SN T. S S. THE HVAC CONTRACTOR SHALL INCLUDE AN ALLOWANCE FOR START UP, COMMISSIONING, AND TRAINING. TRANE VARITRAC, CARRIER PARKER CONTROLS ONLY. NO SUBSTITUTIONS. BYPASS AIR FROM BYPASS DAMPER" i AIR .r11RN OUTSIDE AIR PURLINS (TYP) t- 2" WIDE GALVANIZED STRAP TRAPEZE DETAIL #2 N.T.S. ZERO LEAKAGE BACKDRAFT DAMPER* AUXILLARY DRAIN PAN (2" DEEP and 2" LARGER ON ALL SIDES THAN THE A/H UNIT.) PROVIDE FLOAT SWITCH IN DRAIN PAN TO SHUTDOWN AHU UPON "HIGH" CONDENSATE. ROUTE TO CONDENSING UNIT (BOTH SIDES) 'P' TRAPPED CONDENSATE DRAIN LINE (BOTH SIDES) - CHANNEL SUPPORTS WITH THREADED RODS TO STRUCTURE ABOVE 25/50 CANVAS CONNECTOR* SMOKE DETECTOR* DENOTES 10-TON AIR -HANDLER * UNITS ONLY A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 Winter Woods Blvd. Suite 2014 Winter Park, FL 32792 Phone/Fax/Data: (407) 657-5585 \ Email: ptankelpe@earthlink.net OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 I FLORIDA LICENSE NUMBER AR0017725 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE HVAC PLAN HVAC NOTES PROJECT NO: AD-2005-04 SHEET NUMBER M*3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-M.2 SHEET SET: WTEMP SHEET SET PRINT DATE: 09 MAY 2005 , r- OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 Ilk FLORIDA LICENSE NUMBER AR0017725 REVISIONS It SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMP04RARY STAFFING, INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ELECTRICAL Et DATA LEGENDS PROJECT NO: AD-2005-04 SHEET NUMBER EO* 1 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-D1.1 - SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 -3 I I I I v i OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORADF%Y STAFFING, INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ELECTRICAL POWER PLAN PROJECT NO: AD-2005-04 SHEET NUMBER E2* I i DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SHEET SET - PRINT DATE: MAY 16, 2005 I` 3 I 3 1 3 I OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 ' PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS &t SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT W02"'RKERS TEMPORAIX T STAFFING', INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ELECTRICAL LIGHTING PLAN PROJECT NO: AD-2005-04 SHEET NUMBER I E29 2 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -LIFE SAFETY SHEET SET: WTEMP SHEET- SET PRINT DATE: MAY 16, 2005 -& I -2 1 -* I -3 1 301 IN, 1 0 W.11 uy I INS El 0111 1; Sam 01,71 11 M- 1 11A I WIN >110111 LIGHTS No WINES/ "', 'M Em RECEPTACLES -- ff MENEM a 9 11 IM i "M 0 M RECEPTACLES • LIGHTS "ass ® 111111EIIIIIII MEN,. OWN SOME, RECEPTACLES MINE see mm Sol 1 E10=§ffle DISHWASHER M t1j to] I wed ®®®®�IMMIZ4110 was n ff.X -71.111 12M. ESIVAKIRIMME113 IMMi SMALL APP IMI IN, M HIM ON MKIYAMN Mn W ME see W, 301 • X Mu W � K= Sri Al - 0 �g MIMI Is 1"M PLASMA OUTLET r �!RE CEPTACLES MAN" SPARE My ffa LM•= Elm 11 my.113 CALCULATIONS CATEGORY CQNN.LOAD FACTOR DSGN LOAD KVA I AMPS KVA AMPS LIGHTING 13.92 1.25 17.40 RECEPTACLES 10.00 1.00 4.50 RECEPTACLES 5.24 0.50 2.62 14VAC 19.95v 1.25 24.94 V EQUIPMENT --LL - 1.00 4.50 KITCHEN EQUIPMENT --4.50 2.85 - 1.00 2.85 SUB -FEED 0.00 - 1.00 0.00 LARGEST MOTOR 38-32 0.25 9.58 TOTAL 94.77 j_:] 166.39 184.31 REMARKS PANEL RATING 22K AIC PROVIDE HACR TYPE C.B. PANEL: A MOUNTING: SURFACE VOLTS: . 120/208V., 3PH., 4 W. MAIN SIZE/TYPE: 200. M.L.O. LOCATION: HALL PANEL TYPE: N!20D 20E see 1 0110 1�,WALL PACKS Er. -HIM RECEPTACLES wed 014 Sam "MIN M CU-2 MM mom Mn W10101111 I MEN MR. M ONE- mom =111 10 000=1111 RECEPTA was no; • ♦CLES REM was MUKIN `16 I W1411 Ell BEEN, WINE&, RECEPTACLES 1=1111,4111 =011 71 V/ mom • EMU HIM! P/1111 0 1 0041=1 e'. mom son WIN 1111013 M� OMIT LOAD ME pool 11110✓ Emu HEATLARGER 1101 ,0101 1111iffive MM, ON Iffgin CALCULATIONS CATEGORY CONK. LOAD FACTOR DSGN LOAD KVA AMPS KVA AMPS LIGHTING 0.00 1.25 0.00 RECEPTACLES 4.88 1.00 4.50 RECEPTACLES 0.00 0.50 0.00 ffVAC 24.95 V 1.25 31.19 v EQUIPMENT 0.00 A 1.00 0.00 KITCHEN EQUIPMENT 0.00 1.00 0.00 SUB -FEED 0.00 1.00 0.00 LARGEST MOTOR 2.29 0.25 -736.26 0.57 ITOTAL 32.12 100.7 REMARKS PANEL RATING 22K AIC PROVIDE HACR TYPE C.B. PANEL: B MOUNTING: SURFACE VOLTS: 120/208V., 3PH., 4 W. MAIN SIZE/TYPE: 150 M.L.O. ILOCATION: HALL IPANEL TYPE: N20D 208 3" C Wi 1(4) 300 MC M COPPER F-A TO FPL TX 0 400 AMP 3 PH METER CAN NO SCALE 4 IrII � 11101 111;711 117�ii 11 11'' 1111111 11 low 200 AMP 3 PH SERVICE, . FOR .FUTURt SPACE 2" C W.144 COPPER AND (1) 6 Cu GRID:. 2"C W4# COPPER AND (1) # 6 CU GRD- * M10KIDID j,,,C0NS1rRU!C1n0N jCO. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 EMAIL: droddl@mckeeconstructionco.com Florida License CBC 048972 013MRICHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT ORKERS TEMPOI RAM S AFFING INC, New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE ELECTRICAL PANELS Ft I ER PROJECT NO: AD-2005-04 SHEET NUMBER E391 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-E2.2 SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS F± SUBMISSIONS DATE DESCRIPTION 16 MAY 2005 PERMIT SET PROJECT WORKERS TEMPORAON11 STAFFING., INC. New Corporate Offices 000 State Road 46 - Sanford, Florida 32771 SHEET TITLE DATA PLAN PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-D1.1 SHEET SET: WTEMP SHEET SET PRINT DATE: MAY 16, 2005 -2I 61 3 I 1 It I O PLUMBING KEYNOTES AND SCHEDULE P1: INSTALL CW AND HW MAIN PIPING BELOW SLAB. P2: INSTALL SAN. MAIN PIPING BELOW SLAB. P3: GATE VALVE IN BROOKS BOX LABELED WATER. SIZE IS NOTED. P4: FOR CONTINUATION SEE CIVIL UTILITIES PLAN. P5: RECESSED THERMOPLASTIC WALL BOX WITH 3/8" VALVE FOR ICE MAKER IN REFRIGERATOR. OATEY, GUY GREY, OR EQUAL. AT CONTRACTOR'S OPTION ACCESSIBLE STOP MAY BE USED IN LIEU OF VALVE BOX. P6: RECESSED THERMOPLASTIC WALL BOX WITH 3/8" VALVE FOR COFFEE AUTO FILL. OATEY, I �H •� GUY GREY, OR EQUAL. AT CONTRACTOR'S OPTION ACCESSIBLE STOP MAY BE USED IN LIEU OF O VALVE BOX. P3 i P7: EXTEND PIPE APPROX. 18" ABOVE GRADE AND CAP. FOR FUTURE USE AT TENANT BUILDOUT. D CAPPED ACCESSIBLE WALL HUNG VITREOUS CHINA LAVATORY AMERICAN 4", 40•' B.F.F. P4 2-WAY C.O.T.G. HB-1 I._.` .-.-.-.-.- } ........................tf"._.-.-.--- 3/4"� {j 1 I �I f, l 2j " VTR i+ !� li x i •! i L1 L-1. WHITE HAN ( STANDARD 0355.012 OR EQUAL. PROVIDE WALL CARRIER. PROVIDE AMERICAN STANDARD` 2175.205 FAUCET. MCGUIRE OFFSET GRID DRAIN, P TRAP, AND STOPS. ADA TRAP WRAP WHITE- ; INSULATION KIT OR EQUAL. 0.5" CW. 0.5" HW. 1. 5" TRAP. _ u - WC-1 WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED PIECE ELONGATED TANK TYPE 2 " VTR i WATER CLOSET. AMERICAN STANDARD 2998.012 OR EQUAL. 1.6 GALLONS PER FLUSH. PROVIDE WHITE OPEN FRONT ADA SEAT OLSONITE 95 ORE UAL. PROVIDE STOP. 0.5" CW. INTEGRAL %% ' ''`�' ��'� Q `f Ii L 1 LI ;;' i !I t TRAP. 3" SAN. WC-11 /2" l i L- HB-1: 1 /2" BRONZE HOSE BIBB WITH VACUUM EQUAL TO WOODFORD 24P. Iit i�-.-.-._.-.-.-.- ------ It t1 i v EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER. 8 GALLONS AT 50 F. 4.8 3/4"- ;; 4" _ -- -_ HB-1 AMPS AT 120 VAC. ELKAY EBFSA8G-NLA OR EQUAL. PROVIDE WALL CARRIER. DEARBORN 9704 PVC MASTER TRAP. BRASSCRAFT CR-19 ANGLE STOP. 0.5" CW. 1.5" TRAP. PROVIDE CUP HB 1 31T "-._._.. -i- - - - -_---- �T: ------ - -� ;s 1 z' -,! P5 P6 DISPENSER/ CUPS. ; t i-.._.._.. t 1. 3 1 (2" VTR _---�j Z" i !II MS-1: THERMOPLASTIC 247 X 24' X 10" HIGH MOP SINK EQUAL TO FIAT MSB2424. PROVIDE WITH SPEAKMAN SC-5811-RCP SERVICE FAUCET AND WALL BRACE, AND VACUUM BREAKER. 0.5'' CW. 'i - i -- - 1 - - "" L !) ! j 1 - - - i ! i ----- ✓ ! f 2 VTR 0.5" HW. 3" TRAP. - _ - _ - - -- I trir�rrrlT.LCG : 11ZCIr�JILr/ 11T l� �p�` i �,�� j . I t .f , ,r S-1: BAR SINK AND FAUCET SPECIFIED BY ARCHITECT. PROVIDE MCGUIREGRID DRAIN, P TRAP,,�-3/4/ t ' I ; 3/4" f f; AND STOPS. 0.5" CW. 0.5" HW. 1.5 TRAP. t IL S-2: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D3322-3.' PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, DEARBORN 9704 PVC MASTER !� ! ! ,;°,JAL „ TRAP, AND BRASSCRAFT CR-19 ANGLE STOPS. 0.5" CW. 0.5' HW. 1. 5" TRAP. PROVIDE BADGER V - - - - - - 1/2 3/4' I` 3/4,. ! v <h-3/4" OR EQUAL GARBAGE DISPOSAL. HP. 120 VAC.T- W P1 1/2"-- } e I i I N t --_ t DW-1: RESIDENTIAL DISHWASHER SPECIFIED BY ARCHITECT AND INSTALLED BY PLBG. CONTRACTOR. 1 /2" HW AND STOP. PROVIDE/ INSTALL WASTE HOSE. it jE = t i+l Ijfill EWH-1: 40 GALLON ELECTRIC WATER HEATED WITH HEAT TRAPS. 208 VAC, SINGLE PHASE, i Ii '; ;� W:,} DUAL 4.5 KW NON SIMULTANEOUS ELEMENTS. VERIFY VOLTAGE, RUUD PE-40 OR EQUAL. �' � � A -_Lit(` I ' I --------- 1 1 ! PROVIDE 18" HIGH CAST IRON STAND, APPROVED PAN, T/P RELIEF VALVE, WATTS EXPANSION � � � ------r----� 3" VTR VALVE, AND TANK DRAIN VALVE. 0.75" CW. 0.75" HW. E j; - 3.. 4.. Y ✓ r} s+ , tj i� i GENERAL PLUMBING NOTES : I 1 ! j i i i j �� 1 /z"1 I I , 1. VERIFY ALL EXISTING CONDITIONS AND EXACT LOCATIONS OF ALL EQUIPMENT TO BE �, , , � I � , � 4" � � ; z•• VTR [ ,� 1 HB-1 it j_ I i PLUMBED PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE ALL WORK WITH ALt_ f --- - y== _= = = ----� = _--==�_-- - - ==--- _ € TRADES. HB 1 �(� _� § 1" CW 7 4 , �$" B.F.F. 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2001 - - - - - - - - - - --------•- --------------- - - - FLORIDA PLUMBING CODE AND AUTHORITY HAVING JURISDICTION (AHJ). ' I P3 iit 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ,1 ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING/PLUMBING CODE. f i m tuVEaurDaum I; DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING/PLUMBING CODE. -"- 4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV. TRENCHES SHALL BE BACKFILLED AND COMPACTED. NEW CW, HW, AND T/P RELIEF PIPING SHALL BE CPVC PIPING EQUAL TO FLO i GUARD GOLD. WRAP NEW ABOVE GRADE HOT WATER PIPING WITH 1" R-4 PER INCH (PER THE '! ! f-1 2001 FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER INSULATION EQUAL TO ARMSTRONG i ARMAFLEX. NOTE: BRANCH PIPING LESS THAN 12' MAY BE INSULATED WITH 1 /2 INSULATION PER 1/2" cw SAME CODE. ' i i 5. SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES. 1- , 6. SEE CIVIL/ SITE PLANS FOR LOCATION OF SITE LOCATED DOMESTIC WATER BACKFLOW 21 i PREVENTERS. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2001 FLORIDA i ! .--_._.-.-.-.-.-.-. BUILDING/-P_LUMBING CODE AND THE PDI. 8. FIRESAFE PENETRATIONS OF FIRE RATED ASSEMBLIES IN ACCORDANCE WITH UL DETAILS AS ---' - - SHOWN ON ARCH. PLANS. HB-1 PLIJMBiNG NOTES �&K�lYNOTES 2 A E• LE EDED SC L . NO SCA NE A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 Winter Woods Blvd. Phone/Fax/Data: Suite 2014 (407) 657-5585 Winter Park, FL 32792 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017125 REVISIONS Ft SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPORAMY Smw1mAA FI , INC. New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE OVERALL PLUMBING FLOOR PLAN PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P.1 SHEET SET: WTEMP SHEET SET PRINT DATE: 16 MAY 2005 If U; 4"y 40" B.F.F. �—�P4 2-WAY C.O.T.G. 77 _ = z _=,=/�77 4 _7 ------------I------------ - 3/4" D1 > v '7177 NJ All All 2" VTR A. -------------- WC-1 X ---------- L-1 fT 2" VTR Wilb 411 !c 1 2" W& 1 s ! ( i I j i L-4 - ----- 4" 3 4" CL Pb P5 _T_ ------ ...... ...... 2" T I N U_ 2" VFR )!Q i 2" T `_J Jrl t F L I f 1+ it! '01 -7- 1 F_ :T 2" VTR v I r_7 ZZ7_2=2 3/4" 3/4" V A Al ............ ...... ......... A V FA A -7-7- _/Z Y2 7---IZ7Z- /I i�2 YZ_ 17 -Z - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . 3/4" 3/4' I U_ P1 1/ 2" 7, It if if A1111 __J uQui LLj _j PLEASE SEE SHEET P 1 Hw !I -- , l` -, I ; j ' and P.5 FOR PLUMBING L It— i . ..... ......... KEY NOTES A)\ Y lffR 3" 4" 4 _Tf,-=__ZZ2J 11 2 4" L r 10-Tu 4' HB-1 2" VTR ..................... r/ WC if K .� j... noN co * MCK100 8 0 07 1 CONSTRUe. GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 E-MAIL droddl@mrkeeconstructionGo.com Flodda License CRC 048972 A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 inter Woods Blvd. Phone/Fax/Data: Suite 2014 (407) 657-5585 Winter Park, FL 32792 � am OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPO M I STAFFING, INC, New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE OFFICE ENLARGED PLUMBING PLAN PROJECT NO: AD-2005-04 SHEET NUMBER P92 DRAWN: JLP SRR CHECKED: RAG LAYER MANAGER: PS-P.2 SHEET SET: WTEMP SHEET SET PRINT DATE: 16 MAY 2005 0 I A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 Winter Woods Blvd. Phone/Fax/Data: Suite 2014 (407) 657-5585 Winter Park, FL 32792 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR001T725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPORARY STAFFING, INC. New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE FLEX SPACE ENLARGED PLUMBING PLAN PROJECT NO: AD-2005-04 SHEET NUMBER P*3 DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS-P.3 SHEET SET: WTEMP SHEET SET P RI NT DATE: 16 MAY z005 NMI. L -4 4 3/4, N1. 3140 3/4 < J > L,jN1. cooff 314' 010 31A' WC, 1K 3 140 5,1 < <) Ll DOMESTIC WATER RISER > SCALE: NOT TO SCALE .rjrrCONSTRI IN hC 0.1 GENERAL CONTRACTORS 790 MONROE RD. SANFORD, FL 32771 PH 407 323 1150 FX 407 323 9304 EMAIL: droddl@mckeeconstructionco.com Flodda License CBC 048972 A. PETER TANKEL, P.E. CONSULTING ENGINEER PE 41321 2338 Winter Woods Blvd. Phone/Fax/Data: Suite 2014 (407) 657-5585 Winter Park, FL 32792 OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AR0017725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY 16 MAY 2005 PERMIT SUBMISSION SET PROJECT WORKERS TEMPORARY STAFFING, INC, New Corporate Offices State Road 46 - Sanford, Florida 32771 SHEET TITLE DOMESTIC WATER RISER DIAGRAM PROJECT NO: AD-2005-04 SHEET NUMBER P*4 14j DRAWN: JLP / SRR CHECKED: RAG LAYER MANAGER: PS -PA SHEET SET: WTEMP SHEET SET I PRINT DATE: 16 MAY 2005 r VAC RELIEF VALVE. MIN. 6" HW ABOVE TANK. 3 4" BALL VALVE THERMOMETER WATTS THERMAL UNION EXPANSION PRESSURE RELIEF VALVE, FULL SIZE RELIEF TO MOP SINK T/P RELIEF v I VALVE I i DRAIN APPROVED PAN FULL SIZE TO MOP SINK I HEST WATER HEATER DETAIL (:2)- SCALE: NOT TO SCALE o PLUMBING KEYNOTES AND SCHEDULE : P1: INSTALL CW AND HW MAIN PIPING BELOW SLAB. P2: INSTALL SAN. MAIN PIPING BELOW SLAB. P3: GATE VALVE IN BROOKS BOX LABELED WATER. SIZE IS NOTED. P4: FOR CONTINUATION SEE CIVIL UTILITIES PLAN. P5: RECESSED THERMOPLASTIC WALL BOX WITH 3/8" VALVE FOR ICE MAKER IN REFRIGERATOR. OATEY, GUY GREY, OR EQUAL. AT CONTRACTOR'S OPTION ACCESSIBLE STOP MAY BE USED IN LIEU OF VALVE BOX. P6: RECESSED THERMOPLASTIC WALL BOX WITH 3/8" VALVE- FOR COFFEE AUTO FILL. OATEY, GUY GREY, OR EQUAL. AT CONTRACTOR'S OPTION ACCESSIBLE STOP MAY BE USED IN LIEU OF VALVE BOX. P7: EXTEND PIPE APPROX. 18" ABOVE GRADE AND CAP. FOR FUTURE USE AT TENANT BUILDOUT. L-1: WHITE HANDICAPPED ACCESSIBLE WALL HUNG VITREOUS CHINA LAVATORY. AMERICAN STANDARD 0355.012 OR EQUAL. PROVIDE WALL CARRIER. PROVIDE AMERICAN STANDARD 2175.205 FAUCET. MCGUIRE OFFSET GRID DRAIN, P TRAP, AND STOPS. ADA TRAP WRAP WHITE INSULATION KIT OR EQUAL. 0.F CW. 0.5" HW. 1.5" TRAP. WC-1: HANDICAPPED ACCESSIBLE WHITE FLOOR MOUNTED 2 PIECE ELONGATED TANK TYPE WATER CLOSET. AMERICAN STANDARD 2998.012 OR EQUAL. 1.6 GALLONS PER FLUSH. PROVIDE WHITE OPEN FRONT ADA SEAT OLSONITE 95 OR EQUAL. PROVIDE STOP. 0.5" CW. INTEGRAL TRAP. 3" SAN. HB-1: 1 /2" BRONZE HOSE BIBB WITH VACUUM EQUAL TO WOODFORD 24P. EWC-1: WALL MOUNTED SINGLE LEVEL ADA ELECTRIC WATER COOLER. 8 GALLONS AT 50 F. 4.8 AMPS AT 120 VAC. ELKAY EBFSA8G-NLA OR EQUAL. PROVIDE WALL CARRIER. DEARBORN 9704 PVC MASTER TRAP. BRASSCRAFT CR-19 ANGLE STOP. 0.5" CW. 1.5" TRAP. PROVIDE CUP DISPENSER/ CUPS. MS-1: THERMOPLASTIC 24' X 24" X 10" HIGH MOP SINK EQUAL TO FIAT MSB2424. PROVIDE WITH SPEAKMAN SC-5811-RCP SERVICE FAUCET AND WALL BRACE, AND VACUUM BREAKER. 0.5" CW. 0.5" HW. 3" TRAP. S-1: BAR SINK AND FAUCET SPECIFIED BY ARCHITECT. PROVIDE MCGUIRE GRID DRAIN, P TRAP, AND STOPS. 0.5" CW. 0.5" HW. 1.5" TRAP. S-2: TWO COMPARTMENT COUNTERTOP STAINLESS STEEL SINK EQUAL TO DAYTON D3322-3. PROVIDE FAUCET EQUAL TO MOEN 67124. PROVIDE STRAINER, DEARBORN 9704 PVC MASTER TRAP, AND BRASSCRAFT CR-19 ANGLE STOPS. 0.5" CW. 0.5 HW. 1.5" TRAP. PROVIDE BADGER V OR EQUAL GARBAGE DISPOSAL. 1/2 HP. 120 VAC. DW-1: RESIDENTIAL DISHWASHER SPECIFIED BY ARCHITECT AND INSTALLED BY PLBG. CONTRACTOR. 1 /2" HW AND STOP. PROVIDE/ INSTALL WASTE HOSE. EWH-1. 40 GALLON ELECTRIC WATER HEATER WITH HEAT TRAPS 208 VAC SINGLE PHASE OfG r� 40 Z" A" 1 ZA I R IZ 1 A D = ti ,4.. ZR 1 X A" WASTE AND VENT RISER DIAGRAM ` SCALE: NOT TO SCALE DUAL 4.5 KW NON SIMULTANEOUS ELEMENTS. VERIFY VOLTAGE, RUUD PE-40 OR EQUAL. PROVIDE 18" HIGH CAST IRON STAND, APPROVED PAN, T/P RELIEF VALVE, WATTS EXPANSION VALVE, AND TANK DRAIN VALVE. 0.75" CW. 0.75" HW. GENERAL PLUMBING NOTES 1. VERIFY ALL EXISTING CONDITIONS AND EXACT LOCATIONS OF ALL EQUIPMENT TO BE PLUMBED PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE ALL WORK WITH ALL TRADES. 2. COMPLETE AND WORKING PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2001 FLORIDA PLUMBING CODE AND AUTHORITY HAVING JURISDICTION (AHJ). 3. PRESSURE AND HYDROSTATICALLY TEST THE PIPING, AS APPLICABLE, TO INSURE THE ABSENCE OF LEAKS IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING/PLUMBING CODE. DISINFECT ALL DOMESTIC WATER PIPING IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING/PLUMBING CODE. 4. NEW WASTE DRAIN AND VENT PIPING SHALL BE PVC DWV. TRENCHES SHALL BE BACKFILLED AND COMPACTED. NEW CW, HW, AND T/P RELIEF PIPING SHALL BE CPVC PIPING EQUAL TO FLO GUARD GOLD. WRAP NEW ABOVE GRADE HOT WATER PIPING WITH 1" R-4 PER INCH (PER THE 2001 FLORIDA MODEL ENERGY CODE) CELLULAR RUBBER INSULATION EQUAL TO ARMSTRONG ARMAFLEX. NOTE: BRANCH PIPING LESS THAN 12' MAY BE INSULATED WITH 1 /2" INSULATION PER SAME CODE. 5. SECURE ALL REQUIRED PERMITS A:VD PAY ALL ASSOCIATED FEES. 6. SEE CIVIL/ SITE PLANS FOR LOCATION OF SITE LOCATED DOMESTIC WATER BACKFLOW PREVENTERS. 7. PROVIDE WATER HAMMER ARRESTORS IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING/ PLUMBING 'CODE AND THE PDI. m A. PETER TANKEL, P.E. CONSULTING ENGINEER ' PE 41321 2338 Winter Woods Blvd. Phone/Fax/Data Suite 2014 (407) 657-5585 Winter Park, FL 32792 , OB+ARCHITECTURE INC 100 EAST PINE STREET, SUITE 201 ORLANDO, FLORIDA 32801 PH: 407.650.3735 FAX: 407.650.3736 FLORIDA LICENSE NUMBER AROOIT725 REVISIONS Et SUBMISSIONS DATE DESCRIPTION WEDNESDAY PERMIT SUBMISSION SET 16 MAY 2005 _ 4� Sip{lr s, PROJECT. WORKERS owlh:. TEMPQKAR STAFFING, INC. ,r New Corporate Offices State Roil 46 - Sanford, Florida 32771 • SHEET TITLE WA3 I EtYENT D" T I LS Et f'i 4 PROJECT NO: AD-2005-04 SHEET NUMBER DRAWN: JLP / SRR P*5 CHECKED: RAG LAYER MANAGER: PS-P.5 SHEET SET: WTEMP SHEET SET PRINT DATE: 16 MAY 2005f [ ` .+ 1 �.: L',