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HomeMy WebLinkAbout155-195 W Seminole Blvd (int renovations) (a)0 0 0 0 0 '0 \ \ \ \ \\ 0 D 0'D D 0 L-1 [D) () 2 IE nW n IE -32771� \•' \ SS � PSE 155 W. SEMINOLE BLVD. SANFORD, FL \ � c GENERAL CONDITIONS AND NOTE /' G I/ C �• \ \ 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE N CONFORMANCE WITH All. REQUIREMENTS OF THE BURRING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY.. ALL CONTRACTORS SHALL DO THE2R WORK N CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. ADOPTED CODES �V U -7 2. THE CONTRACTOR SHALL. VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSTE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS ANDBUILDING: FLORIDA BUILDING \ ; EXGSTRIG CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. v & CONTRACTOR SHALL SUPPLY, LOCATE AND BUU N THE WORK ALL NRs, SER'M ANCHOANGLES PUTS• OPENINGS SLEEVE% HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE G CODE, BUILDING - 2007 REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. FIRE: FLORIDA FIRE PREVENTION CODE - 2007 - 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTTD WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. EXCEPT PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 T, 1 LONGS ARE NTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE NDE WORK 5. ALL DETAILS AND SECTIONS SHOWN CH THE DRA • nt$ E P x. s WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT F VETE IS ANY UNCERTAN7Y RECu1RDINc THE INTENT OR APPLICATION of A DETAIL OR MECHANICAL' FLORIDA BUILDING CODE, MECHANICAL - 2007 A LAMS Aa , �, , _\ \ •\ \ �_->� > ,. CONSTRUCTION ISSUE. ELECTRICAL: NEC - 2006 C NSTR t] F,p� P S REVtEyyED V' \ & ALL DIMENSIONS AND BEEN ELEVATIONS SHOWN SHALL BE E W VERIFIED BY THE REQUIREMENTS PRIOR TO CONSTRUCTION �/$ UE Et?,1.NjT A AND CONT,,, T�N�� 7. THIS 51RUC1UHE HAS BEEN DEICED N ACCORDANCE WITH AND YF]'TS THE fEQUREMENIs OF SECTION 1608. 2007 FO710N d' THE FLORIDA BUILDING CODE. WITH UPDATES AND ASCE THE 15• U TQ $E f`M7, IS +'�) SLY % (� 7 -os IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 CAI\ DIRK ,SND ,�O a ltr�,ySF T ��D StiAL,t Be \ • 12o MPH WIND LOADS WITH SHAPE FACTORS CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION;. SEL„ A�-TIAL TAS AUT}t ° PROCyEp E �)j • EXPOSURE C WIND LOAD ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 PF,OtitStp,R O� 4. CPQ -tT aRi7y Aro IMPORTANCE FACTOR of 1.0. BUILDING CATEGORY II tSS:J TIC ASIDE ATE, V',. \ \ \ - \ �S ^�i�. . NTERAL PRESSURE COEFFICIENT IS +/- 0.1e CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). D AN^E pF A CHC T CF;N,CA coCie, OFA E �\/ v NET'UPI.DESIGN PRESSURE" DESIGN PRESSURE SHALL BE30PSFAM OLADONc is +2s9. -ze.1 PI 71pN F 114 THpp ,R " t' £L+ R St.� H r` • DESIGN ROOF OWE LOAD IS 20 PSE BUILDING AND CONSTRUCTION DATA OR pT" ERRORS C,,AT � T FoutF, THS j-4tt�. � �PF Zs P ALL COMECTONS HAVE BEEN CHECKED lO WITHSTAND ALL APPLICABLE LOADS - � ='}�� T�'E �.M�- �'G ', CORK S. CONTRACTOR Is SOLELY RISPONSIBLE FOR THE SAFETY OF THE BURRING DURING CONSTRUCTIM OCCUPANCY CLASSIFICATION (FBC 304 � GROUP B -BUSINESS �'� � � CpNSTR �- �� 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMIUARNM HIMSELF WITH ALL EXISTING CONDITIONS. My QUESTIONS OR DISCREPANCIES CONSTRUCTION TYPE (FBC TABLE 503)) TYPE V -B ' ' COD uC7TON �� \ DATE:\ FOUR WITH REGARD m THE DRAWINGS SHALL RE BROUGHT To THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL MAXIMUM ALLOWABLE HEIGHT AND AREA (FBC TABLE 503) AREA = 9,000 SQ. FT. HEIGHT - 2 STORIES 1Q IT Is THE CORTRACTOYS SOLE RESPONSIVITY TD DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY a' THE BULOINO AY. ITS COMPONENT PARTS BE RE - S ERECTION. 71HIS INCLUDE, BUT IS NOT LIMITED 70, THE ADDITION of WHATEVER TEMPORARY BRACING, GUYS OR TE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED ACTUAL HEIGHT AND AREA AREA = 4,440 SQ. FT. HEIGHT - 1 STORY 03 AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT AREA OF INTERIOR IMPROVEMENT: - !/ 11. F MATERIALS. QUANTITIES. STRENGTHS OR SM NDICA70 BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER SPACE NO. 101 1032 SF HEIGHT: - 20'-0" \ QUANTITY, STRENGTH OR SIZE INDICATED. SPECIFIED OR NOTED SHALL BE PROVIDED. O CIA N AND GL \ \ \ 12 PROJECT SHALL BE TURNED OVER TO OWNER CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SUE, ALL WINDOWS AASS CLEAN, ALL FLOORS CLEAN, ALL SPACE NO. 102 1009 SF HEIGHT. - 2O' -O" \ \ HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDEFL SPACE NO. 103 868 SF HEIGHT: - 20'-0" 0,00 \ \ \ I& CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE AXM 15. �E?CONTRACTOR o N INDITO CATED ON THALL EEDRAVA CSN REFERENCTS. AND PAY ALL E O EXISAND TING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER. STORE PROCEEDING TOTH TOTAL AREA PROVIDED 2909 SF HEIGHT: - 20'-0' \ T \ ANY WORK, THE CONTRACTOR SHALL FEUD VERIFY ALL DIMENSIONS, GRADES. LINES, LEVEES OR OTTER CoNoI OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS IF ` ANY WORK IS PERFORMED BY TIE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA CST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSBLITY OF TIE CONTRACTOR' - INTERIOR FINISHES TABLE, FBC 803.5-70 \ \ 16. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. 17. A DESIGNATED LOCATION FOR STORAGE OF OONSI M71ON MATERIAL AND EQUPEMINT SHALL BE DETERMINED BY THE OWNER AND IDENTFlED AT THE PRE-OONSTNUCIION MEETING A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 - 1& CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 1 T THE CONTRACTOR. OR BY THE OWNER FOR THE CONTRACTORS USEOCCUPANCY (BUSINESS, UNSPRINKLERED), C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 \ \ \ 19. CONTRACTOR SHALL PROVI)E AND SUBMIT WITH PENT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS. ROOFING AND STRUCTURAL CONSTRUCTION COLPOENT$ SHOWING COMPUARCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE. TABLE 803.3 EXITS - CLASS B TJ \ 20. THESE DOCUMENTS ARE INTENDED 70 PROVIDE THE MINIMUM INFORMATION REOUrm TD OBTAINING BULKING PERMITS AND CONSTRUCT THE BUILDING CONTRACTOR SHALL BE ACCESS - CLASS B i \ RESPONSIBLE TD VERIFY AHD COORDINATE EXTENT OF WOW WITH OWNER AND OVINER'S OTHER CONSULTANTS N ORDER TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT. OTHER SPACES - CLASS C SHOULD CONTRACTOR REQUIRE ANY CLARIFICATION OR MODIFICATION TO THEE DOCUMENTS. CONTRACTOR SHALL CONTACT ARCRTECT PRIOR TO START OF CONSTRUCTION WHEN POSSME OR DURING CONSTRUCTION BEFORE PROCEEDING WITH ADDITIONAL CXNSIRUC110N. 21. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR ADDITIONAL CONSTRUCTION DETAILS NECESSARY TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT BASED ON PRIOR INSPECTION � ION \ \ OF THE EXISTING CONSTRUCTAND THESE DOCUMENTS 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND SHALL ASSURE THAT ALL BUSINESS OPERATIONS WILL BE UNINTERRUPTED. MEANS OF EGRESS FBC 1003 - 1005 `NA\ 23. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETING TIE WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. ALL CONTRACTOR TOOBOES, CONTAINERS, ETC. ARE SUBJECT TO OWNER'S INSPECTION. \ \ 24. ALL INTERIOR FINISHES SHALLRE A MINIMUM CLASS a LS ALL INTERIOR FINISH MATERIA, COLORS AND TEXTIARES SHALL BE SELECTED BY THE OWNER DOORS, WINDOWS. CEILING AND OCCUPANT LOAD, FBC TABLE 1003.1 BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRIM MATERIALS SHALL MATCH E705TING UNLESS NOTED OTHERWISE OR SELECTEDBY OWNER. 25SITE DESIGN, LANDSCAPE DESIGN. SITE UTILITIES AND CONSTRUCTION DOCUMENTS FOR SAME ARE PROVIDED BY OTHERS UNDER A SEPARATETRAVEL DISTANCE (UNSPRINKLERED) 200 FT. 1016 AGREEMENT WITH THE OWNER. THE () (.1) \� ��� �3 CONTRACTOR SHALL COORDINATE SITE DEVELOPMENT PLANS WITH ARCHITECTS FI AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. \`✓/ 28. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF FURNISHING, EQUIPMENT AND CABINETWORK REQUIRED BY OWNAND SHALL MAKE ADJUSTMENTS TO PLUMBINEUFCIRIC• P ✓✓✓✓✓ ` A' \ \ PHONE AND COMPUTER SERVICES AS REQUIRED BY OWNER. EGRESS WIDTH/PERSON SERVED 0.2'- LEVEL MINIMUM CORRIDOR WIDTH 44" (36" WHEN CORRIDOR SERVES < 50) FOUNDATIONS O \ 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSI° AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISIRERED N THE STATE OF FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD EXCEEDS 49 \ v /^i 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOL COMPACTION SPECIFIED IN THE SOLS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NEXITS PROVIDED = 6 TOTAL NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. l ' \ 3. SOL SHALL BE COIPACTED 70 A MINIMUM OF 951E OF MAXIMUM MODIFIED PROCTOR DENSITY. 4, ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WAIL ABOVE UNLESS NOTED OTHERWISE. PLUMBING, MINIMUM FACILITIES PFBC, PLUMBING, TABLE 403.1 L 5. BACKFILL AGAINST A WAIL. SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE SUCH BRACING _ - INCLUDING ITS DESIGN. IS THE SOLE RESPONSSUTY OF THE CONTRACTOR AND SHALL REMAIN IN PUCE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE pQ - WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. OCCUPANCY - BUSINESS MEN WOMEN G� \ f \ CAST IN PLACE CONCRETE WATER CLOSETS 1 PER 25 1 PER 25 A� 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COIPR6SVE STF I4GTH AT 28 DAYS LAVATORIES 1 PER 40 1 PER 40 SLAB ADE AND FOOTINGS 2500 PSI DRINKING FOUNTAINS -BOTTLED WATER 1 PER 100 CAv � \ REMAINING CONCRETE 3000 F51 > \ 2 ALL CONCRETE SHALL HAVE A SUMP OF 4' PLUS OR ANUS 1, AND HAVE 2 1D 4% AIR ENIRANMENTRAMAID A MAXIMUM WATER/CEMENT RAOF 0-% - •/ / - & CONCRETE MC DESIGN SHALL BE N ACCORDANCE WITH THE LATEST EDITION OF AC 3O CHAPTER 3, METHOD 1 OR METHOD 2 SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 ON GR SECTION 15.3 OF THE LATEST EDITION OF ACI 316 ` 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. � \ 5. ALL CONCRETE WORK SHALL BE N ACCORDANCE WITH 'THE BUILDING com REQUIREMENTS FOR REINFORCED CONCRETE' AC 318 LATEST EDITION. AND 'SPEOFlCATIONS FOR STRUCTURAL CONCRETE FOR BURRNGS• AC SUM. -:s PS 3 6. WHERE BAR LENGTHS ARE OVEN ON THE DRAWINGS THE LENGTH OF ANY HOOK, IF REQUIRED. IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS DW OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. \ 7. CONTRACTOR SHALL PROVIDE SPACERS. CHAIRS BOLSTERS. ETC. NECESSARY TO SUPPORT RENFORCING STEEL. SUPPORT ITEMS *HCH BEAR ON EXPOSED CONCRETE SURFACES SHALL / HAVE ENDS WIICH ARE PLASTIC TIPPED OR STAINLESS STEEL. PN & CONTRACTOR BULL PROVIDE 3/4 NCH CHAFER ON ALL EXPOSED CORNERS OF COLUMNS BEAMS AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS ( ` \ S 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR RM NFO RCENENT- ` 3• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.�'r` / O� Y CONCRETE EXPOSED TO EARTH OR WEATHER 05 THRWOH /18 BARS ALL OTHER CASES \- ` �^ /!!r` \ `• ` �0 00 I ?i, �I�� 10. IEIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICE SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS r 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. WWF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE B•. 0 T / 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPEMNG% SIEVES. ANCHOR BOLTS. INSERTS ETC.• AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. ^ $ • ('� ` \ V to HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0' AROUND CORNEAS OR CORNER BARS WITH Y -O' LAP SHALL BE PROVIDED. T ` /j M / ! r \ 1 YV 14. ALL RONFORCNG DETAILS SHALL CONFORM TO *MANUAL OF sTANDARD PRACTICE FOR DETAILNG RE'INF'ORCED CONCRETE STRUCT RW ACI 315 LATEST EDITION. UNLESS DETAILED !!(//i ! �9J I _ , CONTRACT ON THESE PLANS. / ^ / / / \ ` r rl��. ` � \ �J ✓ ��\ d I& CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SUFEVES, SLAB DEPRESSIONS SLOPES, ETC. REWRITER BY OTHER TRADES THESE%LITEMS HAIL BE AT THE AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE / \ w \ (� 16. FOR BEAMS LAP BOTTOM STEII. AT TFE SUPPORT AND TOP STEEL OVER THE MDSPAN, UNLESS NOTED OTHERWISE. \V��'\• \v / 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT - PGS -� / i / / / G O • 12 PPR �' � �k�' .�/ �'/ O - �S S / PLS / r 9: -TRANS 00" \ � .�.�P� � � NGS . / . / PSP'` / ' / / • �--.-�• G � I G • O'r G G 2� • FZ / / / GPP /NEW �'-TIAL H. C .gym GENERATOR TRASH \m I �G 0, 0, �P SIGN c 1 �M� o 1 S° S -------------��_ I s s N P - - --- rr C- -0 P G O MEN ./ •// 20 /•'' /'/ m���� ;`'-�' --- � I o �N OO S-;- I 20 • P I y 0 TT GM 00 / --<�- �OO.O o^ MEN . sp o V`1wp 40 10 \J3 ii �u I / I _ g' o � � / ' PSP . / / . �- - -,---- ;� � I .ISE � � I G��S 3 �� �• '� / - ----'` EXISTING EMPTY TENANT SPACE #155 195 SEMINOLE BOULE RD i Q 8� 0 • ,, cM V O `/ / / ' / FOR FUTURE DEVELOPMENT BY 1 STORY CBS b OTHERS - - ,FT II ( I �� P G (NO EXISTING FINISHED FLOOR) ------ I I 7.8' ..,�. ra SEMINOLE BOULEVARD 80' R/W PER PB 37 PG 41 OCT 4 scale: 1" m 10' -0" ®. R EVIEWE Q / e SOUTHERLY RIGHT-OF-WAY LINE OF SEMINOLE BOULEVARD Sanford Fire Prey DIV. P>rRMIT SUBMISSION: 10-129-09 SHOST fNDEX C SITE PLAN -COVER PAGE 2 FOUNDATION PLAN 3 FLOOR PLAN d ACCESSIBILITY PLAN 6 LIFE SAFETY PLAN 6 PARTITION WALL 9RAGING DIAGRAM/REFLECTED GLG PLAN 1 WALL SECTIONS 8 GENERAL DETAILS 4 scale: 1" m 10' -0" ®. R EVIEWE Q / e SOUTHERLY RIGHT-OF-WAY LINE OF SEMINOLE BOULEVARD Sanford Fire Prey DIV. P>rRMIT SUBMISSION: 10-129-09 REVISIONS BY D, CIO D, >;a C'. N r ((� N ,o Q U p 04NOR GREG 1-I111"14tt GMF CNRCKSD 01JIM I.7AA17 ITR -m9 -m9 Beau as il r ((� N ,o Q U p O � � � z z z o w o� 0 z o ° o � a ° m GENERAL CONDITIONS AND NOTES 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES. PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS. AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2007 EDITION OF THE FLORIDA BUILDING CODE, WITH UPDATES AND ASCE 7-05. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS: 120 MPH WIND LOADS WITH SHAPE FACTORS. • EXPOSURE C WIND LOADS • IMPORTANCE FACTOR OF 1.0, BUILDING CATEGORY 11 • INTER& PRESSURE COEFFICIENT IS +/- 0.18 MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF • NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. DESIGN ROOF LIVE LOAD IS 20 PSF ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING. FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 11, IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 18. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR. OR BY THE OWNER FOR THE CONTRACTORS USE. 19. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS. ROOFING, AND STRUCTURAL CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE. 20. THESE DOCUMENTS ARE INTENDED TO PROVIDE THE MINIMUM INFORMATION REQUIRED TO OBTAINING BUILDING PERMITS AND CONSTRUCT THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND COORDINATE EXTENT OF WORK WITH OWNER AND OWNER'S OTHER CONSULTANTS IN ORDER TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT. SHOULD CONTRACTOR REQUIRE ANY CLARIFICATION OR MODIFICATION TO THESE DOCUMENTS, CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO START OF CONSTRUCTION WHEN POSSIBLE, OR DURING CONSTRUCTION BEFORE PROCEEDING WITH ADDITIONAL CONSTRUCTION. 21. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR ADDITIONAL CONSTRUCTION DETAILS NECESSARY TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT BASED ON PRIOR INSPECTION OF THE EXISTING CONSTRUCTION AND THESE DOCUMENTS. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND SHALL ASSURE THAT ALL BUSINESS OPERATIONS WILL BE UNINTERRUPTED. 23. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETING THE WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. ALL CONTRACTOR TOOLBOXES, CONTAINERS. ETC. ARE SUBJECT TO OWNER'S INSPECTION. 24. ALL INTERIOR FINISHES SHALL BE A MINIMUM CLASS C. ALL INTERIOR FINISH MATERIALS, COLORS AND TEXTURES SHALL BE SELECTED BY THE OWNER. DOORS, WINDOWS, CEILING AND TRIM MATERIALS SHALL MATCH EXISTING, UNLESS NOTED OTHERWISE OR SELECTED BY OWNER. 25. SITE DESIGN, LANDSCAPE DESIGN, SITE UTILITIES AND CONSTRUCTION DOCUMENTS FOR SAME ARE PROVIDED BY OTHERS UNDER A SEPARATE AGREEMENT WITH THE OWNER. THE CONTRACTOR SHALL COORDINATE SITE DEVELOPMENT PLANS WITH ARCHITECT'S PLANS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 26. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF FURNISHING, EQUIPMENT AND CABINETWORK REQUIRED BY OWNER, AND SHALL MAKE ADJUSTMENTS TO PLUMBING, ELECTRIC, PHONE AND COMPUTER SERVICES AS REQUIRED BY OWNER. FOUNDATIONS 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE BOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON (MADE AND FOOTINGS 2500 PSI REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4- PLUS OR MINUS 1-, AND HAVE 2 TO 4% AIR ENTRAINMENTS. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3. METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND -SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,- ACI 301. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK. IF REQUIRED. IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2' CONCRETE EXPOSED TO EARTH OR WEATHER I6 THROUGH f18 BARS 1 1/2" ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE CROSS VIRE WITHIN THE 8". 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS. ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-O' AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 FIREFLORIDA FIRE PREVENTION CODE - 2007 PLUMBING- FLORIDA BUILDING CODE, PLUMBING - 2007 MECHANICAL, FLORIDA BUILDING CODE, MECHANICAL - 2007 ELECTRICAL NEC - 2006 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION FBC 304 GROUP B - BUSINESS CONSTRUCTION TYPE (FBG TABLE 503) TYPE V -B MAXIMUM ALLOWABLE HEIGHT AND AREA (FBG TABLE 503) AREA = 9,000 SO. FT. HEIGHT - 2 STORIES ACTUAL HEIGHT AND AREA AREA = 4,440 SQ. FT. HEIGHT - 1 STORY AREA OF INTERIOR IMPROVEMENT: - SPACE NO. 101 1032 SF HEIGHT: - 20'-0" SPACE NO. 102 1009 SF HEIGHT: - 20'-0" FACE NO. 103 868 SF HEIGHT: - 20'-0" TOTAL AREA PROVIDED = 2909 SF HEIGHT: - 20'-0' INTERIOR FINISHES TABLE, FBC 803.5 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 OCCUPANCY (BUSINESS, UNSPRINKLERED), C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 TABLE 803.3 EXITS - CLASS B ACCESS - CLASS B OTHER SPACES - CLASS C MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRAVEL DISTANCE (UNSPRINKLERED) 200 FT. (TABLE 1016.1) EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL MINIMUM CORRIDOR WIDTH 44" (36" WHEN CORRIDOR SERVES < 50) MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD EXCEEDS 49 EXITS PROVIDED = 6 TOTAL PLUMBING, MINIMUM FACILITIES PFBC, PLUMBING, TABLE 403.1 OCCUPANCY - BUSINESS MEN WOMEN WATER CLOSETS 1 PER 25 1 PER 25 LAVATORIES 1 PER 40 1 PER 40 DRINKING FOUNTAINS -BOTTLED WATER 1 PER 100 1. IF STEMWALL EXCEEDS 36", FILL ALL CELLS WITH GROUT AND APPLY ONE O5 VERTICAL 0 4' O.C. MAX AND PROVIDE 1-05 HORIZONTAL REBAR CONTINUOUS IN BOND BEAM AND 1-#3 REBAR HOOKED INTO BOND BEAM AND EXTENDING MIN. 12" INTO SLAB 0 4' O.G. 2. IF A DOWEL IS MISSED, APPLY W/EPDXY (SIMPSON OET) W/ 6" EMBEDMENT. DRILL 3/4" DIA HOLES FOR 1115 DOWELS. 3. NO WOOD GRADE STAKES PERMITTED FOR FOOTINGS/FOUNDATION. 4. FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING PRESSURE OF 2000 PSP. NOW CJ' i.,45 FLOOR SLAB OF PLANT MIX CONCRETE 3000 PSI 4" THICK WITH 6x6 10/10 W.W.M. W/BOLSTERS W/ MIN. 1" COVER (OR FIBER MESH CONCRET , OVER 6 MIL POLYETHELENE OR BARRIER, OVER TERMIFL EATED / C0MPA EAN FILL. .�\off WSW. T 00 -MOM of N1, Eftea SE . FLUSH WITH EXISTING. O N DRILL AND EPDXY 2 #S's j W/b" IMISROMENT INTO SIDE t OF EXISTING OF FTG. , 1 1 F63 /t 1 EXISTING EXPOSE FILL TO ' REMAIN AS IS I I EXISTING ®"`--STEEL COLUMN EXISTING EXPOSE FILL TO REMAIN AS 1 S F e I EXISTING UNIMPROVED SET MOTTOM OP NEW OTE: FLUSH WITH EXISTING. , UNOCCUPIED SPACE DRILL AND EPDXY 2 O5'e , 18 P18 W/6 DM IMSEENT INTO SIDE PL OP EXISTING OF FTG. C EDGE OF EXISTING INTERIOR SLAB DRILL AND EPDXY 1 12" #b WORM AT 42" O.C, q ) � Gu 10 3/+4"0 P WEEPS CONC. FILLED (TYP.) CELLS 0 48" O.C. F'1• A„ � W �r w SET NEW TR SLAB F W/ G N^V., ING WALKWAY ® SL mr_-n HI I TK bTl6 O �P I f P9L LENM MORD AT0 2" 1.C.,• W/6" IMBEDMENT INTO EDGE OF EXISTING ITERIOR SLABLl H I I -' EXISTING SLAB.fTYP.) EXISTING ExTERIOR WALL EXISTING EXTERIOR WALL EXTERIOR WALKWAY EXISTING EXTERIOR WALKWAY 0, 11e�12 ;' u X15T INCX �R0 FLOOR SLAB OF PLANT MIX CONCRETE 3000 PSI 4THICK WITH 6x6 10/10 W.W.M. W/BOLSTERS W/ MI 1" COVER (OR FIBER MESH CONCRETE), OVER MIL POLYMTHELENE VAPOR BARRIER, OVER TERMITE TREATED / COMPACTED CLEAN FIL . EXISTING TRANS. P18 SET NEW GEN. 8 -0 SLAB FLUSH W/ EXISTING EXISTING WALKWAY SLAB EXTERIOR _-f --------- --- WALKWAY 1 NEW F18 b GENERATOR I -12"W. x 48"D. j lt11 P18 1 J WALL EXISTING: SLAB EDGE P18 EXISTING EXTERIOR WALKWAY EXISTING FOUNDATION WALL 8 1 I - J 2 -6" 4 I Z o t i 71 cA 1 ' X EXISTING EXTERIOR WALKWAY to Pt 1 1 1 A 1 i - I ! UI Q 1 � -. u L D O`r' 1 P i Vol' HO IZ � 1 O IS LA 1 1 � 3 1 8 EDGE OF EXISTING Z 3E uto WOF 1=15 L 1 INTERIOR SLAB `-EXISTING EXTERIOR WALL OIL AN E XY 1211RI AT 2 1 1 W/ ° I E , ---EDGE OF EXISTING t/ X1 IN S B. ' INTERIOR SLAB 1 _ r 18 ' 1 1 r � I a 1 � 1 �C �S E 1 EXISTING COLUMN J R C 18 1 4 , 3 4 T N SAi PL TH XI I 1 - - EDGE OF EXISTING -- -- -- -- - - -J INTERIOR SLAB x w EDGE OF EXISTING INTERI R SLAB-' EXISTING EXTERIOR WALL EXISTING COLUMNS EXISTING: EXTERIOR WALKWAY Lp-i r C / -EXISTING STEPS \ scale: 1/4" = V-0" U Z w U } w r dD N M Q IL I� All Q O d V O IL o�z z � z o o� At ou 0 z o 43 ° IL � m x N=� F E 6 Pte. AOD 6� 2: V F+ T k H h C, O W A h W ab do GENERAL CONDITIONS AND NOTES 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK iN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUiLD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAYBE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS. ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPUCA11ON OF A DETAIL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2007 EDITION OF THE FLORIDA BUILDING CODE, WITH UPDATES AND ASCE 7-05. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS: • 120 MPH WIND LOADS WITH SHAPE FACTORS. • EXPOSURE C WIND LOADS • IMPORTANCE FACTOR OF 1.0, BUILDING CATEGORY 11 • INTERAL PRESSURE COEFFICIENT IS +/- 0.18 • MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF • NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. • DESIGN ROOF LIVE LOAD IS 20 PSF • ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22- 23. 24. 25. 26. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, .PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS. ROOFING, AND STRUCTURAL CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE. THESE DOCUMENTS ARE INTENDED TO PROVIDE THE MiNIMUM INFORMATION REQUIRED TO OBTAINING BUILDING PERMITS AND CONSTRUCT THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND COORDINATE EXTENT OF WORK WITH OWNER AND OWNER'S OTHER CONSULTANTS IN ORDER TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT. SHOULD CONTRACTOR REQUIRE ANY CLARIFICATION OR MODIFICATION TO THESE DOCUMENTS, CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO START OF CONSTRUCTION WHEN POSSIBLE, OR DURING CONSTRUCTION BEFORE PROCEEDING WITH ADDITIONAL CONSTRUCTION. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR ADDITIONAL CONSTRUCTION DETAILS NECESSARY TO PROPERLY AND COMPLETELY CONSTRUCT THiS PROJECT BASED ON PRIOR INSPECTION OF THE EXISTING CONSTRUCTION AND THESE DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND SHALL ASSURE THAT ALL BUSINESS OPERATIONS WILL BE UNINTERRUPTED. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETING THE WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. ALL CONTRACTOR TOOLBOXES, CONTAINERS, ETC. ARE SUBJECT TO OWNER'S INSPECTION. ALL INTERIOR FINISHES SHALL BE A MINIMUM CLASS C. ALL INTERIOR FINISH MATERIALS, COLORS AND TEXTURES SHALL BE SELECTED BY THE OWNER. DOORS, WINDOWS, CEILING AND TRIM MATERIALS SHALL MATCH EXISTING, UNLESS NOTED OTHERWISE OR SELECTED BY OWNER. SITE DESIGN, LANDSCAPE DESIGN, SITE UTILITIES AND CONSTRUCTION DOCUMENTS FOR SAME ARE PROVIDED BY OTHERS UNDER A SEPARATE AGREEMENT WITH THE OWNER. THE CONTRACTOR SHALL COORDINATE SITE DEVELOPMENT PLANS WITH ARCHITECT'S PLANS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF FURNISHING, EQUIPMENT AND CABINETWORK REQUIRED BY OWNER, AND SHALL MAKE ADJUSTMENTS TO PLUMBING, ELECTRIC, PHONE AND COMPUTER SERVICES AS REQUIRED BY OWNER. FOUNDATIONS 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL. 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOL COMPACTION SPECIFIED IN THE SOLS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTiL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON. GRADE AND FOOTINGS 2500 PSI, REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 17. AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM WATER/CEMENT RATiO OF 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENOS WHICH ARE PLASTIC TiPPED OR STAINLESS STEEL. 8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO .EARTH OR WEATHER /6 THROUGH X18 BARS 1 1/2• ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS. SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 FIRE: FLORIDA FIRE PREVENTION CODE - 2007 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2007 ELECTRICAL: NEC - 2006 ACCESSIBILITY. FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATNCONSTRUCTION TYPE (FBCTABLEC503)) TYPE V GROUP g- BUSINESS MAXIMUM ALLOWABLE HEIGHT AND AREA (FBC TABLE 503) AREA = 9,000 SO. FT. HEIGHT - 2 STORIES ACTUAL HEIGHT AND AREA AREA = 4,440 SO. FT. HEIGHT - 1 STORY AREA OF INTERIOR IMPROVEMENT: - SPACE NO. 101 1032 SF HEIGHT - 20'-0" SPACE NO. 102 1009 SF HEIGHT: - 20'-0" SPACE NO. 103 868 SF HEIGHT: - 20'-0" TOTAL AREA PROVIDED = 2909 SF HEIGHT: - 20'-0" INTERIOR FINISHES TABLE, FBC 803.5 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 OCCUPANCY (BUSINESS, UNSPRINKLERED), C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 TABLE 803.3 EXITS - CLASS B ACCESS - CLASS B OTHER SPACES - CLASS C MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRAVEL DISTANCE (UNSPRINKLERED) 200 FT. (TABLE 1016.1) EGRESS WIDTH/PERSON SERVED 0.2'- LEVET. MINIMUM CORRIDOR WIDTH 44' (36" WHEN CORRIDOR SERVES < 50) MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD EXCEEDS 49 EXITS PROVIDED = 6 TOTAL PLUMBING, MINIMUM FACILITIES PFBc, PLUMBING, TABLE 403.1 OCCUPANCY - BUSINESS MEN WOMEN WATER CLOSETS 1 PER 25 1 PER 25 LAVATORIES 1 PER 40 1 PER 40 DRINKING FOUNTAINS -BOTTLED WATER 1 PER 100 eca 1s: 1/4" s s a OEM Fmi A MH l W N; N 8 m a v �� �O m ter• 00 GENERAL CONDITIONS AND NOTES 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE NTH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAYBE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION OF A DETAIL OR CONSTRUCTION ISSUE. 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 1609, 2007 EDITION OF THE FLORIDA BUILDING CODE, WITH UPDATES AND ASCE 7-05. IT IS DESIGNED AS FOLLOWS TO WITHSTAND THE FOLLOWING LOADS: • 120 MPH WIND LOADS WITH SHAPE FACTORS. • EXPOSURE C WIND LOADS • IMPORTANCE FACTOR OF 1.0, BUILDING CATEGORY II • INTERAL PRESSURE COEFFICIENT IS +/- 0.18 • MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF • NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. • DESIGN ROOF LIVE LOAD IS 20 PSF • ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL 10, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT ALLOW DEBRIS TO ACCUMULATE. 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. 18. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE. 19. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR SELECTED MATERIALS REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH STATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE. 20. THESE DOCUMENTS ARE INTENDED TO PROVIDE THE MINIMUM INFORMATION REQUIRED TO OBTAINING BUILDING PERMITS AND CONSTRUCT THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND COORDINATE EXTENT OF WORK WITH OWNER AND OWNER'S OTHER CONSULTANTS IN ORDER TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT. SHOULD CONTRACTOR REQUIRE ANY CLARIFICATION OR MODIFICATION TO THESE DOCUMENTS, CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO START OF CONSTRUCTION WHEN POSSIBLE, OR DURING CONSTRUCTION BEFORE PROCEEDING WITH ADDITIONAL CONSTRUCTION. 21. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR ADDITIONAL CONSTRUCTION DETAILS NECESSARY TO PROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT BASED ON PRIOR INSPECTION OF THE EXISTING CONSTRUCTION AND THESE DOCUMENTS. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND SHALL ASSURE THAT ALL BUSINESS OPERATIONS WILL BE UNINTERRUPTED. 23. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETING THE WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. ALL CONTRACTOR TOOLBOXES, CONTAINERS, ETC. ARE SUBJECT TO OWNER'S INSPECTION. 24. ALL INTERIOR FINISHES SHALL BE A MINIMUM CLASS C. ALL INTERIOR FINISH MATERIALS, COLORS AND TEXTURES SHALL BE SELECTED BY THE OWNER. DOORS, WINDOWS, CEILING AND TRIM MATERIALS SHALL MATCH EXISTING, UNLESS NOTED OTHERWISE OR SELECTED BY OWNER. 25. SITE DESIGN, LANDSCAPE DESIGN, SITE UTILITIES AND CONSTRUCTION DOCUMENTS FOR SAME ARE PROVIDED BY OTHERS UNDER A SEPARATE AGREEMENT WITH THE OWNER. THE CONTRACTOR SHALL COORDINATE SITE DEVELOPMENT PLANS WITH ARCHITECTS PLANS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 26. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF FURNISHING, EQUIPMENT AND CABINETWORK REQUIRED BY OWNER, AND SHALL MAKE ADJUSTMENTS TO PLUMBING, ELECTRIC, PHONE AND COMPUTER SERVICES AS REQUIRED BY OWNER. FOUNDATIONS 1. SUBSURFACE SOL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED BY BUILDING OFFICIAL 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. SOL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE AND FOOTINGS 2500 PSI REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1', AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS; ACI 301. 6. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS 1 1/2" ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST B" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 14. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THESE PLANS. 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS NOTED OTHERWISE. 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 FIRE: FLORIDA FIRE PREVENTION CODE - 2007 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 MECHANICAL- FLORIDA BUILDING CODE, MECHANICAL - 2007 ELECTRICAL- NEC - 2006 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2007 HEIGHT: - 20'-0' CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 1 PER 25 1 PER 25 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION FBC 304 GROUP B - BUSINESS CONSTRUCTION TYPE (FBC TABLE 503) TYPE V -B MAXIMUM ALLOWABLE HEIGHT AND AREA (FBC TABLE 503) AREA = 9,000 SQ. FT. HEIGHT - 2 STORIES ACTUAL HEIGHT AND AREA AREA = 4,440 SQ. FT. HEIGHT - 1 STORY AREA OF INTERIOR IMPROVEMENT: - MINIMUM NUMBER OF EXITS, FBC 1004.2.2 SPACE NO. 101 1032 SF HEIGHT. - 20'-0' SPACE NO. 102 1009 SF HEIGHT: - 20'-0' SPACE NO. 103 868 SF HEIGHT. - 20'-0' TOTAL AREA PROVIDED = 2909 SF HEIGHT: - 20'-0' INTERIOR FINISHES TABLE, FBC 803.5 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 OCCUPANCY (BUSINESS, UNSPRINKLERED), C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 TABLE 803.3 EXITS - CLASS B ACCESS - CLASS B OTHER SPACES - CLASS C MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRAVEL DISTANCE (UNSPRINKLERED) 200 FT. (TABLE 1016.1) EGRESS WIDTH/PERSON SERVED 0.2'- LEVEL MINIMUM CORRIDOR WIDTH 44' (36" WHEN CORRIDOR SERVES < 50) MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD EXCEEDS 49 EXITS PROVIDED = 6 TOTAL PLUMBING, MINIMUM FACILITIES PFBc, PLUMBING, TABLE 403.1 OCCUPANCY - BUSINESS MEN WOMEN WATER CLOSETS 1 PER 25 1 PER 25 LAVATORIES 1 PER 40 1 PER 40 DRINKING FOUNTAINS -BOTTLED WATER 1 PER 100 sca lle: 1/4" = V-0" PERMIT SUBMISSION: Im-OSI-OSI REVISIONS BY z a N u z u } (� N �i Q JL LL IL 0 d Ll � U n} p � U O � � w LL � z dIn� o� fe 0 ff In z w o a o J a ° m DMSKiNRR GREG HYATT CAD DRAPTINd GMF rAmeKSD cow CATE Im-m9-m9 sc," as noted JOD NO. 2WIr7 ewwT rp a PERMIT SUBMISSION - lo -os -os ReVISIONS BY z 4 z {q�p' u V4 } Ul r M Q 1�@. fe 0 � JL 'd �Il � ri U p u z u } Ul r Q 1�@. fe 0 � JL 'd �Il � U p JL IL O � � ff w 0 � z IL o�� o� wJD ffffff0 z oho � �m Vold+%RR CORES NYr4TT MAD DRAPTING OMP CHROK D cvm DATE Im-m9-m9 Gel" as noted JOD NO. 2WIrp SHOW DETAIL "A" CHASE WALLS, NONCOMBUSTIBLE GA FILE NO. WP 5017 1 1 PROPRIETARY* 1 HOUR FIRE 50 to 54 STC SOUND GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION i 8"x8" GONG LINTEL One layer s/s" proprietary type X gypsum wallboard or gypsum veneer base applied parallel BEAM WA 11% CONT F or at right angles to ONE SIDE of a double row of 21/2" 25 i k gage steel studs 24" o.c. and not less than 1" apart with 1" Type S drywall screws 8" o.c. r w St OPPOSITE SIDE: One layer s/s° proprietary type X gypsum X wallboard or gypsum veneer v Oa base applied parallel or at right angles to studs with 1" Type '•!` S drywall screws 8" o.c. ? Optional insulation in the cavity. v i Vertical Joints centered over studs and staggered one stud 1 a$ VERT 4'-P3" P4 cavity on opposite sides of CORRIDOR CONFERENCE W b studs. Horizontal Joints on opposite sides need not be Thickness: Minimum 714" staggered or backed. Lateral bracing on both sides of the wall not less than 5 feet on Approx. Weight: 7 psf center vertically. Fire Test: UL 83660, 06NK13008, 3/4" PVC WEEP 7-7-06; 07SR3014402, Sound tested with 31/2" glass fiber insulation friction fit on 12-18-07; 08CAl4331, one side in cavity. (NLB) 6-18-08; PROPRIETARY GYPSUM BOARD UL Design V469 CertoinTeed Gypsum Inc. — s/e" ProRoc? Type X Gypsum Sound Test: RAL TL06-299, 8-10-06 Panels (RM 0109) i EXISTING JOIST, CONTRACTOR TO COORDINATE NOTE: CONTRACTOR TO STENCIL 3" TALL MIN. IN RED PAINT "1 HR FIRE ' RATED WALL" EA. SIDE 0 , 1010.0. I PROVIDE 1 LAYER 5/8" i X- TYPE GYPSUM BRD THIS ' SIDE. RAISED STUCCO DOUBLE BAND 8"x8" GONG LINTEL BEAM WA 11% CONT F p3 STUCCO WALL FIN (3/4) ON 8" r w St CONC MASONRY UNIT W/ HORIZ Y X v Oa LOINT REINF 0 EVERY OTHER B '•!` COURSE • v i to a 1 a$ VERT 4'-P3" P4 x CORRIDOR CONFERENCE W b O.G. 00 01 00 N �- CORRIDOR BATHROOM i W 3/4" PVC WEEP 1 #S DOWEL * EacH RM - VERT W/ 21;" LAP u DO NOT ATTACH TOP ' TRACK OF TENANT WALL TO ROOF DECK EXISTING ROOF EXISTING BAR JOIST EXISTING ROOFING/ INSULATION ON STRUCTURAL METAL DECKING SPRAY FOAM INSULATION - TYP. MIN. F20 STEEL STUD BRACING 6 4S" O.C. EA SIDE TO STUD(TYP.) 10" TENANT WALL W/3 1/2" 2x2'ACOUSTIC CLG TILE 16 GAUGE STEEL STUDS STAGGERED W/2 LAYERS PROVIDE 1 LAYER 1/2" GYPSUM 5/8 X -TYPE GYPSUM SRO THIS SIDE. BRD THIS SIDE. ! (SEE DETAIL 11,4" FOR ADDITIONAL INFO,) 1 FUTURE OCCUPIED SPACE j OCCUPIED SPACE OFF I CE 1 (RM 0103) FIN GRADE SEE FOUNDATION SET GYPSUM BRD 1/4" ABY. SLAB WITH CONTINUOUS CAULK JOINT EA, SIDE. " CONCRETE SLAB REINFORCED i W/6"x6" WMM OVER CLEAN WELL COMPACTED TERMITE TREATED FILL W/VAPOR BARRIER GRADE_ ._ �:�.; .. � : �� ::= -•= :� :" I � I I I ! � i I ! � -I 11=i i=11 i=i Ed I Ed 11=1 I I- -1 11=_i_I -I COMPACTED TERMITE ' I-1 I I=111=111=1 I I=1 I I=1 i 1=1 I I -I I i- TREATED FILL W/VAPOR sARRiER SECTION II II ONE-HOUR RATED TENANT SEPARAT I ON WALL. SCALE: 3/4" = 1'-0" 5$CTION "C' SCREEN WALL or -ale: 1/2" z I' -m" EXISTING ROOFING/ INSULATION ON STRUCTURAL METAL DECKING /---EXISTING BAR JOIST SPRAY FOAM INSULATION - TYP. MIN. F20 exisTiNG EMPTY SPACE �(SEE PCs. 6 FOR 8RO4CINC� DIAGRAM) 2'x2' ACOUSTIC CLO TILE PROVIDE 1 LAYER 1/2" GYPSUM BIRD THIS SIDE OVER 3-5/8" 25 GAUGE STEEL STUDS EXISTING ROOFING/ INSULATION ON STRUCTURAL METAL DECKING r—EXISTING BAR JOIST EXISTING EMPTY SPACE 2'x2' ACOUSTIC CLG TI PROVIDE i LAYER 1/2" GYPSUM BRD THIS SIDE. 4M INSULATION - /—(SEE PG. 6 TYP. MIN. F20 /` FOR BRACING DIAGRAM) EXISTING EMPTY SPACE I 2'x2' ACOUSTIC CLG TILE PROVIDE 1 LAYER 1/2" GYPSUM BRD THIS SIDE OVER 3-5/8" 25 GAUGE STEEL STUDS 3050 DBL PANE TMPRD FX WINDOW (HD HT 0 8') 6 "D, METAL C -JOISTS 0 24" D.C. EXISTING ROOFING/ INSULATION ON STRUCTURAL METAL DECKING r -EXISTING BAR JOIST 5/8" MR GYPSUM SRO PROVIDE i LAYER 1/2" MR GYPSUM SRO THIS SIDE OVER 3-5/8" 25 GAUGE STEEL STUDS W/ SOUND INSULATION. '— SPRAY FOAM INSULATION - EXISTING TYP. MIN. F20 EMPTY SPACE (SEE PG. & FOR BRACING DIAGR41'''I) 2'x2' ACOUSTIC CLO TILE PROVIDE 1 LAYER 1/2" GYPSUM BRD THIS SIDE 4" CONCRETE SLAB REINFORCED W/6"x6" WMM OVER CLEAN WELL COMPACTED TERMITE TREATED SET GYPSUM BRD 1141, ABV, SLAB FILL W/VAPOR BARRIER WITH CONTINUOUS CAULK JOINT EA. SIDE. -r �" �� �� w-. r�•.rr.....• .r..r►•�t r.r •..i�'a—' �fi �f!..a-4.'ss� �••�i ..i .T..e•.�:.�� I T f=1C4L. —411 CLCx SCALE: 3/4" = 1'-0I1 411 CONCRETE SLAB REINFORCED �i" CONCRETE SLAB REINFORCED W/611 x&" WMM OVER CLEAN WELL W/6"x6" WMM OVER CLEAN WELL SET GYPSUM BRD 1/4" COMPACTED TERMITE TREATED COMPACTED TERMITE TREATED ABV. SLAB WITH— FILL W/VAPOR BARRIER a T GYPSUM SRO 114" ABV. SLAB FILL W/VAPOR BARRfER CONTINUOUS CAULK WITH CONTINUOUS CAULK JOINT JOINT EA. SIDE. EA. SIDE. •'ter•' ..L..•i—►'",. 1�}Tn• •.TlT tel' SFMCI�;;TIONI 11II CONFERENCE RM (111,411 CL.(S) SCALE: 3/4" = 1'-0" S 192�_ IONI 11-11 5ATHROO"vI WALL= SCALE: 3/4" = 1'-0" F N N F p3 r w St W X v Oa '•!` N v i to a U P4 x CORRIDOR CONFERENCE W b F. 00 01 00 N �- CORRIDOR BATHROOM i W °ac �- OFFICE RM - u (RM 0109) q v (RM 0112) • e v Z 3 4" CONCRETE SLAB REINFORCED W/6"x6" WMM OVER CLEAN WELL COMPACTED TERMITE TREATED SET GYPSUM BRD 1141, ABV, SLAB FILL W/VAPOR BARRIER WITH CONTINUOUS CAULK JOINT EA. SIDE. -r �" �� �� w-. r�•.rr.....• .r..r►•�t r.r •..i�'a—' �fi �f!..a-4.'ss� �••�i ..i .T..e•.�:.�� I T f=1C4L. —411 CLCx SCALE: 3/4" = 1'-0I1 411 CONCRETE SLAB REINFORCED �i" CONCRETE SLAB REINFORCED W/611 x&" WMM OVER CLEAN WELL W/6"x6" WMM OVER CLEAN WELL SET GYPSUM BRD 1/4" COMPACTED TERMITE TREATED COMPACTED TERMITE TREATED ABV. SLAB WITH— FILL W/VAPOR BARRIER a T GYPSUM SRO 114" ABV. SLAB FILL W/VAPOR BARRfER CONTINUOUS CAULK WITH CONTINUOUS CAULK JOINT JOINT EA. SIDE. EA. SIDE. •'ter•' ..L..•i—►'",. 1�}Tn• •.TlT tel' SFMCI�;;TIONI 11II CONFERENCE RM (111,411 CL.(S) SCALE: 3/4" = 1'-0" S 192�_ IONI 11-11 5ATHROO"vI WALL= SCALE: 3/4" = 1'-0" ✓WIONIM GREG HYATT caflCNtAPTNG GMF ON>scRR GH Van im•m9-mS acai.s as noted imwo. 2WIb SNQT 1111001" 1 OP F N N F p3 r w St W Oa '•!` N v J to a U P4 x co 00 W b F. 00 01 00 -87 W °ac ✓WIONIM GREG HYATT caflCNtAPTNG GMF ON>scRR GH Van im•m9-mS acai.s as noted imwo. 2WIb SNQT 1111001" 1 OP DOOR TYPE: BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRAVEL DISTANCE (UNSPRINKLERED) 200 FT. (TABLE 1016.1) EGRESS WIDTH/PERSON SERVED 0.2'- LEVEL HANDRAIL AT RAMPS 44" (36" WHEN CORRIDOR SERVES < 50) 1. MINIMUM 10" HIGH SMOOTH SURFACE AT 2 WHEN OCCUPANT LOAD EXCEEDS 49 GUARD RAIL HORIZONTAL RAILING REQ'D WHERE DOOR BOTTOM, EITHER ATTACHED PANEL OCCUPANCY - BUSINESS AND CURB INTERM. RAILS W/ MAX OF 4" WATER CLOSETS OR BOTTOM RAIL. LAVATORIES CLEAR SPACE BETWEEN RAILS ARE THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGUALTIONS HARDWARE: NOT REQUIRED, TYPICAL AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 2, OPENABLE FROM INSIDE WITHOUT USE OF KEY N z Q OR SPECIAL KNOWLEDGE OR EFFORT. PULL SIDE a 6" HIGH WARNING CURB WHEN A 4" 3. OPENABLE BY SINGLE EFFORT LEVER -TYPE N N (OR MORE) DROP OCCURS 2 x DEVICE (NOT REQUIRING GRASPING). " a 4. MOUNTED 36 TO 42". � 24" MIN. CLEAR AT EXTERIOR DOORS 01 o 4" MINIMUM TO a 5. MAXIMUM 8.5 LBS. EFFORT TO co 18" MIN. CLEAR AT INTERIOR DOORS 30" MAXIMUM OPERATE EXTERIOR DOOR, 5 LBS. Lt FOR INTERIOR. " 42 LEVER OR HAPED ADJACENT HAZARD � RAMP SECTION x (a) THRESHOLD HANDLE z I I I PROVIDE THIS Q � O ADDITIONAL SPACE " 48 MIN. CLR. 48 MIN. CLR. Co WI HOBOTH A LATCH D AND A CLOSER LPUSI; SIDEL J j2" 36" MIN. CLR. 36" MIN. CLR. POLE 4 O 2 E - \ 10" MIN. BOTTOM RAI PROVIDE MIN KICK PLATE THE WIDTH OF THE LEVEL AREA AND THE SIDE TO WHICH THE CURB o y- DOOR SWINGS SHALL EXPEND 24" PAST THE STRIKE EDGE OP THE DOOR FOR (TYP•) � EXTERIOR DOORS AND 18 IN. PAST THE STRIKE EDGE FOR INTERIOR DOORS. o�1w STREET (c) VERTICAL CHANGES (d) BEVELED CHANGES (TYP-) ff SIDEWALK SIDEWALK IN LEVEL IN LEVEL RUBBER BUMPER ON CHAI a DETAIL THRESHOLDS. THE P40M OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD DETAIL NOTE: PROVIDE BUMPER IN OF THE DOORWAY. FIGURE (a) ABOVE. A SLOPE NO CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH GREATER POCKET TO PREVENT 32,E MIN• THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (510% SLOPE-) FIGURE (d) ABOVE. DOOR PROM FULLY x RECEEDING '� '� z � EXTERIOR DECKS, PATIOS, OR BALCONY SURFACES SHALL BE NO MORE THAN 4" BELOW THE IL ° m FLOOR LEVEL OF THE INTERIOR OF THE DWELLING UNIT. CHANGES IN LEVEL GREATER 00 NOTES: THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. (b) SLIDING DOOR 1. PASSING SPACE: AN ACCESSIBLE CHANGES IN LEVEL. 32" MIN.ROUTE WITH CLEAR WIDTH LESS ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". a 32" MIN. THAN 60" SHALL PROVIDE PASSING WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER AWERE NARR W FRAMD)WITH A BEVELED TOP EDGE (30 DEGREES MAXIMUM BEVEL TO VERTICAL PLANE) _ _ J N SPACES AT INTERVALS OF 200 FEET MAXIMUM. THAN I UNIT VERTICAL IN 2 UNITS HORIZONTAL, EXCEPT THAT LEVEL CHANGE NOT EXCEEDING 1/4" MAY BE VERTICAL. FIGURE (c) (d) ABOVE. 2• CONSECUTIVE SEGMENTS OF 32" WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY, THEY SHALL COMPLY WITH INSTALLED AT THE BOTTOM OF A GLASS DOOR (a) HINGED DOOR (c) FOLDING DOOR WIDE MUST BE SEPARATED BY A THE REQUIREMENTS FOR CURB RAMP. (WITH NO SIDE FRAMES) MAY BE USED IN LIEU OFIrm ROUTE SEGMENT 48" LONG x 36" PROVIDING THE REQUIRED 10 -INCH UNINTERRUPTED CLEAR DOORWAY WIDTH AND DEPTH WIDE MINIMUM. SURFACE AT THE BOTTOM OF THE DOOR. �Q 42" CLEAR 42" CLEAR FB] DETAIL 48" CLEAR WIDTH AT TURN DOORS DOORS ACCESSIBLE ROUTE THRESHOLDS SCALE: N.T.S. SCALE: N.T.S. SCALE: 1/4" = V-0" SCALE: N.T.S. NOTE: PROVIDE SOLID BLOCKING, MINIMUM 2X6 OR "ABC" FULL GLASS 1/2" PLYWOOD PANELS FOR ALL GRAB BAR ANCHORING. �/ TYPE EXTINGUISHER PANEL 32" MIN. 0" 30" 30" 24" " 23 MAX. " ( 1 1/2- RAIL SS OR CHROME) TOILET PAPER D PENSER ' 12" 42" 6 RECESSED FIRE EXT. CAB. SIZE AS REQD. FOR - CD SPECIFIED EXTINGUISHER, .n W/ STANDARD BRACKET x �� z ' '` '" a Lu ; z Al7" MIN. - MIRROR LEVER VALVE 1 " MAY, ::. 7" MAX. r --- --- r ---- ----- --- �J--- - i W. - rn ¢ ' O ' ELEVATION 0 m-'� I x X - - - - o _. v� z o- :' .: _ :; " TYPE 2A-10 B: C WALLASSEMBLY FIRE EXTINGUISHER w_ a X �n x ' `, z z¢ - a UJIa o I z Lo a ' CLEAR FLOOR RECESSED FIRE X < L ► a > ` �, M _ I % "' :• �r ;::' SPACE " . . EXT. CAB. PLAN a N � ,; _� (31;-- :' :' L - - - - - -j I, 60 MIN. D - �' ;; F ' . , : 9I]E REl4d� 36 MAX. OF WATER CLOSET SIDE FRET �`'��' 30" MIN. NOTE:H PROVIDE IN LOCATIONS AND QUANTITIES nl " 32" CLEAR 36 MIN. PROTECTED PIPING I TAT n 1MAX. �16�MAX SHOWER SEAT DESIGN r " (B)" 30 BY 60 STALL ElEYAIIIOt+II ELEYAIItOPJ AS REQUIRED BY FIRE MARSHALL am WE IN =I Immm 36" CLEAR WATER CLOSET GRAB BARS CLEARENCE AT SINK FIRE EXTINGUISHER DETAIL WHEELCHAIR CLEARANCE SIDE REACH LIMITS LAVATORY CLEARANCES SHOWER SEAT DESIGN SHOWER SIZE & CLEARANCES SCALE: 1/4" = V-0" SCALE: 1/2'= 1'-0" SCALE: N.T.S. SCALE: 1/4" = T-0" SCALE: 1/4" = V-0" SCALE: 1/4" = T -G' SCALE: 1/2" = V-0" SCALE: 1/4" = V-0" 18" ` CONTROL AREA U7 n " GENERAL CONDITIONS AND NOTES 1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE NTH ALL REQUIREMENTS OF THE BUILDING AUTF 33 33 % % SPOUT SHALL BE WITHIN 3" OF MIN. MIN. CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODE: 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACT coX M ¢ 2C)0 ` , " FRONT AND SHALL DIRECT FLOW 1 -5 t 4 -0 " " " " 18 15 15 18 EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVE! o o PARALLEL TO FRONT FLOW SHALL 42" MIN. 18" MIN. MIN. REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 00 2 °° 1 -7 " BE A MINIMUM OF HIGH MIN. 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPR ARCHITECT. nil4- z g -1 MIN. X a l '-6" ' '-5"t :' i ::' !' :' ,�' ;� %'i' .: : ` !�' � F '' N HALL BE CONSTRUED TO APPLY 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL A D S WHERE A DIFFERENT DETAIL IS SHOWN. THE CONTRACTOR SHALL CONSULT THE ARCHITECT IF THERE IS ANY UNCERTAINTY F ¢ co MIN. CONSTRUCTION ISSUE. SEAT WALL BACK CONTROL WALL Z _ I ` , n _ LAV. LAV. %' /'' : ,:. „> ' , : ' 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7 THIS STRUCTUREACCORDANCE MEETS THE REQUIREMENTS OF SECTION 1609, 2007 EDI TIOP s M 36 BY 36 STALL a O ' I a i n: ,`$''.. ::�� - Z ; ` ! ` ` % '• _Z �'<: Z'' '' ::' / ITLIS DES! NED ASBEEN FOLLOWS TOI WITHSTAND THE FOLLOWINGLO DS: • 120 MPH WIND LOADS WITH SHAPE FACTORS. "rn - ° •a,CLEAR : K14A - io ` ' " :: CLEAR ' i cD ; /' ;' ` ,FLOOR`,.` : ::: ; �:; ;� / .• " (I 1>;` SPACE • EXPOSURE C WIND LOADS IMPORTANCE FACTOR OF 1.0, BUILDING CATEGORY II INTERAL PRESSURE COEFFICIENT IS +/- 0.18 27 MAX. n O cn : ' ,: ;; ;• /' FLOOR::' MINIMUM DESIGN PRESSURE FOR OPENINGS AND CLADDING IS +25.9, -28.1 PSF NET UPLIFT DESIGN PRESSURE SHALL BE 30 PSF. NOTE: EQUIPMENT PERMITTED IN v,• `...; ' ' '''' MAX. i .SPACE;-' DESIGN ROOF LIVE LOAD IS 20 PSF ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS. SHADED AREA rn - ONIROL AREA , m48" MIN. 48" MIN. 60" ol 8. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A P 4 (0) (b) (C,d) 10. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS xSPOUT HEIGHT AND CLEAR FLOOR SPACE PLAN AT DRINKING AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 00 r7 ¢ a KNEE CLEARANCE FOUNTAIN OR COOLER 11. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT I /0 QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS REMOVED FROM SITE, ALL 00 ''�,. HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORE ALLOW DEBRIS TO ACCUMULATE. 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL NOT 14. CONTRACTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. 15. DIMENSIONSINDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE DAT) SEAT WALL BACK (LONG) SIDE ANY WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF LIMIT ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ==cc " BY 60' STALL JU 1WORK 6. SCALING DIMENSIONS FROM PLANS IS PROHIBITED. 17. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPEMNT SHALL BE DETERMINED BY THE OWNER Q DRINKING FOUNTAINS Vl REQUIRED CLEAR FLOOR 18• CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING. PLACING AND PROTECTING FROM THE CONTRACTOR, OR BY THE OWNER FOR THE CONTRACTORS USE. NOTE: SHOWER ELEVATIONS WATER COOLERS SPACE@WATER CLOSET 19. CONTRACTOR SHALL PROVIDE, AND SUBMIT WITH PERMIT APPLICATION, ALL PRODUCT CERTIFICATIONS AND MANUFACTURER'S I REQUIRED FOR EXTERIOR CLADDINGS, ROOFING, AND STRUCTURAL CONSTRUCTION COMPONENTS, SHOWING COMPLIANCE WITH S C SHOWERHEAD AND CONTROL AREA MAY BE ON BACK (LONG) WALL (AS 20. THESE DOCUMENTS ARE INTENDED TO PROVIDE THE MINIMUM INFORMATION REQUIRED TO OBTAINING BUILDING PERMITS AND SHOWN) OR ON EITHER SIDE WALL SCALE: 1/4" =1'-0" SCALE: 1/4" = 1'-O" SCALE: 1/4u _ i_ -1 0n RESPONSIBLE TO VERIFY AND COORDINATE EXTENT OF WORK WITH OWNER AND OWNER'S OTHER CONSULTANTS IN ORDER TO SHOULD CONTRACTOR REQUIRE ANY CLARIFICATION OR MODIFICATION TO THESE DOCUMENTS, CONTRACTOR SHALL CONTACT A OR DURING CONSTRUCTION BEFORE PROCEEDING WITH ADDITIONAL CONSTRUCTION. 21. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR ADDITIONAL CONSTRUCTION DETAILS NECESSARY TO PROPERLY AND COMPL OF THE EXISTING CONSTRUCTION AND THESE DOCUMENTS. DOOR FRAME W/STRIKER 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND SHALL ASSURE THAT ALL BUSINESS OPERATIONS WALL BE UNIP 23. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETING THE WORK. FREE ACCESS TO CONTRACTOR TOOLBOXES, CONTAINERS, ETC. ARE SUBJECT TO OWNER'S INSPECTION. 24. ALL INTERIOR FINISHES SHALL BE A MINIMUM CLASS C. ALL INTERIOR FINISH MATERIALS, COLORS AND TEXTURES SHALL BE WOOD 2X W/ 1/4"0 X 3" WOOD WOOD CAST SCREWS $" O.C. -STAGGERED TRIM MATERIALS SHALL MATCH EXISTING, UNLESS NOTED OTHERWISE OR SELECTED BY OWNER. 25. SITE DESIGN, LANDSCAPE DESIGN, SITE UTILITIES AND CONSTRUCTION DOCUMENTS FOR SAME ARE PROVIDED BY OTHERS LINDE CONTRACTOR SHALL COORDINATE SITE DEVELOPMENT PLANS WITH ARCHITECT'S PLANS, AND SHALL NOTIFY ARCHITECT OF AN 26. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF FURNISHING, EQUIPMENT AND CABINETWORK REQUIRED BY OWN' SOLID GORE WD DOOR HIGH COUNTER SEGMENT PHONE AND COMPUTER SERVICES AS REQUIRED BY OWNER. 18" , 18" v32" I I p� Q FOUNDATIONS F 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE ` ' a BY A GEOTECHNICAL ENGINEER REGISTRERED IN THE STATE OF FLORIDA. CONTRACTOR OR OWNER TO PROVIDE AS REQUIRED 0 I o C4 Co a N INSULATE G I I 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UN SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION M. 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. 3 5/8" 25 GAUGE MTL STUDS 1b" o.G. DOOR FRAME DETAIL 30" MIN. L - - -I 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED B` 3 INCLUDING ITS DESIGN, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE F1 WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. SCALE: N.T.S. I KITCHEN SINK CLEAR FLOOR SPACE UNDER WORK SURFACE CAST IN PLACE CONCRETE CRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 1. ALL CONCRETE \ ON GRADE AND FOOTINGS 2500 PSI 4811 I 36" 6'-10" REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4' PLUS OR MINUS 1', AND HAVE 2 TO 4% AIR ENTRAINMENTS, AND A MAXIMUM I - 2I BACK OPTIONAL OUTSWING " / 32 HIGH 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD SECTION 5.3 OF THE LATEST EDITION OF ACI 318 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. "THE COUNTER 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 319 _ - O DOOR- / SEGMENT CONCRETE01. ACI 3ON OLENGTHSIA PREFERRED 6. WHER BAR E"GIVENTHE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SI BARS OF BEAMS AND AT SLABS EDGES. 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL SUPPORT IT PROVIDE 30"x48" CLEAR SPACE INFRONT OF: , > ` 1 O"DOOR ' . WING `' ` ' ' ` � /'` X - - ¢ HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL 8. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTF 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: CLO 1. LAYS 2. TUB 3. DOOR 4. WATER SET z_ za.EM I f : ' " f a r �' -4- 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. TO WEATHER THROUGH BARS ACCESS 0" MIN. 2' CONCRETE EXPOSED EARTH OR #6 ¢18 17 i s 1 1/2" ALL OTHER CASES 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NO', L - - - J 30"X48" CLEAR FLOOR LSPACE 11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8' AND CONTAIN AT LEAST ONE 48" MIN. 18"e FOR LAVATORY -CENTERED COUNTER WORK SURFACE 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0' LAP S 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STF (A) 48"X56" CLEAR FLOOR OTHERWISE ON THESE PLANS. 36" BY 36" STALL SPACE FOR TOILET 15. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS. SLEI TRADES. THESE ITEMS HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN. UNLESS NOTED OTHERWISE. BATHROOMACCESSIBILITYSHOWER POWDER RM CLEAR FLOOR CABINETS 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ARCHITECT. SIZE &CLEARANCES SCALE: N.T.S. SCALE: 1/4" = r -O" SPACE SCALE: 1/4" = T-0" ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2007 FIRE: FLORIDA FIRE PREVENTION CODE - 2007 PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2007 MECHANICAL- FLORIDA BUILDING CODE, MECHANICAL - 2007 ELECTRICAL- NEC - 2006 ACCESSIBILITY. FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION). ENERGY: FLORIDA BUILDING CODE, BUILDING - 2007 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION). BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION FBC 304) GROUP B - BUSINESS CONSTRUCTION TYPE (FBC TA LE 5033 TYPE V -B MAXIMUM ALLOWABLE HEIGHT AND AREA (FBC TABLE 503) AREA = 9,000 SQ. FT. HEIGHT - 2 STORIES ACTUAL HEIGHT AND AREA AREA = 4,440 SQ. FT. HEIGHT - 1 STORY AREA OF INTERIOR IMPROVEMENT. SPACE NO. 101 1032 SF HEIGHT: - 20'-0" SPACE NO. 102 1009 SF HEIGHT: - 20'-0" SPACE NO. 103 868 SF HEIGHT: - 20'-0" TOTAL AREA PROVIDED = 2909 SF HEIGHT: - 20'-0" INTERIOR FINISHES TABLE, FBC 803.5 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 OCCUPANCY (BUSINESS, UNSPRINKLERED), C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 TABLE 803.3 EXITS - CLASS B ACCESS - CLASS B OTHER SPACES - CLASS C MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 BUSINESS 100 GROSS SF/OCCUPANT MAX OCCUPANT = 29 TRAVEL DISTANCE (UNSPRINKLERED) 200 FT. (TABLE 1016.1) EGRESS WIDTH/PERSON SERVED 0.2'- LEVEL MINIMUM CORRIDOR WIDTH 44" (36" WHEN CORRIDOR SERVES < 50) MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD EXCEEDS 49 EXITS PROVIDED = 6 TOTAL PLUMBING, MINIMUM FACILITIES PFBc, PLUMBING, TABLE 403.1 OCCUPANCY - BUSINESS MEN WOMEN WATER CLOSETS 1 PER 25 1 PER 25 LAVATORIES 1 PER 40 1 PER 40 DRINKING FOUNTAINS -BOTTLED WATER 1 PER 100 OR171ES HAVING JURISDICTION OVER THIS TYPE OF AND REGULATIONS. A SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE )DUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT EGARDING THE INTENT OR APPLICATION OF A DETAIL OR OF THE FLORIDA BUILDING CODE, WITH UPDATES AND ASCE EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES ZOPOSAL OF THE BUILDING AND ITS COMPONENT PARTS DURING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED ATH THESE NOTES, THE BETTER QUALITY AND/OR GREATER MNDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL =R AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH TIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF AND IDENTIFIED AT THE PRE -CONSTRUCTION MEETING. )AMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY 4STAL.LATION SPECIFICATIONS FOR SELECTED MATERIALS TATE OF FLORIDA PRODUCT APPROVAL COMPLIANCE. )NSTRUCT THE BUILDING. CONTRACTOR SHALL BE 'ROPERLY AND COMPLETELY CONSTRUCT THIS PROJECT. LCHITECT PRIOR TO START OF CONSTRUCTION WHEN POSSIBLE, TELY CONSTRUCT THIS PROJECT BASED ON PRIOR INSPECTION TERRUPTED. ALL PARTS OF THE BUILDING IS NOT ALLOWED. ALL 3ELECTED BY THE OWNER. DOORS, WINDOWS, CEILING AND R A SEPARATE AGREEMENT WITH THE OWNER. THE DISCREPANCIES PRIOR TO START OF CONSTRUCTION. R, AND SHALL MAKE ADJUSTMENTS TO PLUMBING, ELECTRIC, BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED 3Y BUILDING OFFICIAL ESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SDE AVAILABLE TO THE CONTRACTOR. THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING, DOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE ATER/CEMENT RATIO OF 0.58. 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL ALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP :MS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL RYISE INDICATED ON THE ARCHITECTURAL DRAWINGS. ED ON THE DRAWINGS. CROSS WIRE WITHIN THE 8". TRADES BEFORE CONCRETE IS PLACED. iALL BE PROVIDED. JCTURES' ACI 315 LATEST EDITION, UNLESS DETAILED VES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER m PERMIT SUBMISSION: 10-09-09 REVISIONS BY z u mma u z u } fe r ((� N Q A IL0 d Lt � U p IL Q � O � w o(r) � z zo z o y- w � o�1w ff feff 0 z o o � o IL ° m D/SIGWR GREG HYATt GAD DRARTING CMI= GH�GKiD GH DA7t 1P�-m9-m9 SCALE as noted JIM NO. 2WIS SHUT (5 Cp H.V,A,C. SYMBOL LEGEND SYMBOL DESCRIPTION ® SUPPLY DUCT OR SUPPLY OUTLET ® RETURN DUCT OR RETURN INLET ® EXHAUST DUCT OR EXHAUST INLET DUCTWORK - SHEETMETAL DUCTWORK - FLEXIBLE DUCTWORK - TRANSITION CFM CUBIC FEET PER MINUTE LVR WALL LOUVER RTU ROOF -TOP -UNIT AG AiR CONDITIONER EF EXHAUST FAN _.� PiPE PiTCHED TO DRAiN FD FiRE DAMPER 1411,0 ROUND DUCT SIZE 12x6 RECTANG=ULAR DUCT SIZE Q THERMOSTAT TS REMOTE TEMPERATURE SENSOR MOUNT +5'-0" AFF. A.P. ACCESS PANEL __@ SMOKE DETECTOR 12 PLAN NOTE DESIGNATOR MOTORIZED DAMPER MANUAL DAMPER _ BRANCH TAKE OFF WITH SCOOP AND DAMPER SUPPLY DUCT IN SiNGLE LINE .•."" ••• RETURN OR EXHAUST DUCT IN SINGLE LiNE DUCT TRANSITION 1-1/4 X 1-1/4 X' ANGLE IRON SUPPORTS. MECHANICAL (H.V.A.C.) L NOTES 1. COORDINATE LOCATION OF CEILING ACCESS PANELS TO ALL EQUIPMENT DUCT ABOVE CEILING REQUIRING SERVICE ACCESS AND/OR 14.PROVIDE U.L. LISTED FIRE DAMPERS iN ALL PENETRATIONS OF FIRE RATED SURFACES. VERIFY FIRE WALLS FRO THE ARCHITECTURAL DRAWINGS. ACCESS DOORS, ETC., INSPECTION. INSTALL DAMPERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN 5A515 OF DESIGN INSTRUCTIONS AND THE LISTING= AGENCY REQUIREMENTS. 2. EXHAUST FANS AND PLUMBING VENTS SHALL BE LOCATED A MiNiMUM OF 10 15. PROVIDE A COMPLETE TEST AND BALANCE OF AIR SYSTEMS iN STALLED ASA FEET FROM AIR INTAKES. PART OF THiS PROJECT. TESTS SHALL BE PERFORMED BY AN INDEPENDANT 3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WiTH MANUFACTURER'S BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED COUNCIL. SUBMIT (3) COPIES OF CORRECT BALANCING REPORTS TO THE ENGINEER CERTIFYING THAT ALL SYSTEMS ARE OPERATING WITHIN r7% OF THE AND PROVIDED FOR EQUIPMENT FURNISHED. DESIGN QUANTITIES AND 1qo OF DESIGN TEMPERATURES. APPROVAL OF THiS 4. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS iN NELD, REPORT MUST BE OBTAINED BEFORE FINAL PAYMENTS OF CONTRACT MONIES PRIMARILY, DUCTWORK SHALL RUN BELOW JOIST WEB SPACES. DUCTS MAY CAN BE RELEASED. PASS THROUGH JOISTS AT COLUMN LINES WHERE NECESSARY TO MAINTAIN INSULATED CEILING HEIGHTS. 16.REMOVE, STORE AND REINSTALL CEILING TiLES AS NECESSARY TO DAMPER ACCOMMODATE DUCTWORK INSTALLATIONS, BALANCING WORK AND 5. DUCT SIZES AND OPENINGS THRU ROOFS, SLABS AND WALL PARTITIONS SHALL INSPECTIONS. SUIT EQUIPMENT FURNISHED. OPENINGS REQUIRED FOR HVAC INSTALLATIONS, BUT NOT SHOWN ON A SERIES DRAWINGS, SHALL BE PROVIDED BY THIS M. DUCTWORK SHALL BE SHEET METAL CONSTRUCTION IN ACCORDANCE WiTH SMACNA TRADE. STANDARDS, INSULATED EXTERNALLY WITH 2" THiCK, 3/4 POUND, R-6 MINIMUM COLLAR CONNECTION TO BE DRAWN TIGHT DENSITY FOIL FACED FIBERGLASS INSULATION. INSULATION AND ADHESIVES 6. COORDINATE DIFFUSER AND REGISTER LOCATIONS WiTH ELECTRICAL SHALL CARRY A UL FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT LIGHTING PLANS AND ARCHITECTURAL REFLECTED CEILING PLANS. RATING OF 50 OR LESS. INSULATION SHALL HAVE AN NRC RATING OF .70 AND CEILING DIFFUSER_ _ CONDUCTIVITY OF 0.30 BTU/SQ. FT/NR/DEGF/INCH. THE INSTALLATION SHALL 1. DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH COMPLY WiTH THE STANDARDS OF FABRICATION AND HANGING METHODS ARCHITECTURAL, PLUMBING, ELECTRICAL AND SYSTEMS TRADES TO FIT THE WILL COMPLY WITH THE DETAILS IN THESE DRAWINGS OR WITH SPECIALITY SPACES PROVIDED. DUCTWORK CROSS SECTIONAL AREAS MAY NOT BE DETAILS PROVIDED BY THE CONTRACTOR, BUT ONLY WHEN APPROVED BY THE REDUCED. ENGINEER. INSULATION SHALL BE SEALED IN A THREE LAYER PROCESS OF 3.0 STAPLED GLASS FABRIC AND MASTIC. INITIAL MASTIC SHALL BE APPLIED AT S. LOCATE THERMOSTATS 5'-0" ABOVE FINISHED FLOOR THERMOSTATS SHALL BE ALL JOINTS. OWNER PROVIDED, CONTRACTOR INSTALLED, ELCTRONiC SUB -BASE TYPE - SUITABLE FOR OPERATION WITH THE EXISTING EQUIPMENT AND FOR MANUAL I&ROUND METAL DUCTWORK SHALL BE SPIRAL PIPE AND FITTINGS SHALL BE BY SELECTION OF MULTIPLE STAGE HEATING OR COOLING AND MANUAL FAN -OFF- THE SAME MANUFACTURER ELLS SHALL BE SMOOTH TYPE THROUGH 10 INCH AUTO SELECTOR SWWTCH. THE SECOND SETPOINT iS TO ACT AS A NiGHT SETBACK/SETUP TEMPERATURE SENSOR POSITION. DIAMETER AND 5 -PIECE ON SiZES GREATER THAN 10 INCHES, PIPE TO PIPE CONNECTIONS SHALL BE BY SLEEVE COUPLING. PIPE TO FiTTING CONNECTIONS 6.5 SHALL BE SLiP FIT (COLLAR OF FITTING PROJECTING INTO PIPE). S. ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AS REQUIRED BY SMACNA STANDARDS TO PROVIDE A VIBRATION- 19.THE MECHANICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE FREE RIGID INSTALLATION. APPROVED ROOFING INSTALLER FOR ALL CURBS, ROOF PENETRATIONS - AND MISCELLANEOUS EQUIPMENT TO BE INSTALLED. ALL ROOF EQUIPMENT 10,4LL DUCT SiZES SHOWN ARE INSIDE CLEAR DIMENSIONS. ALL WORK SHALL BE INSTALLATIONS AND ALL ROOFING WORK SHALL BE PERFORMED BY COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING THE APPROVED INSTALLER TO MAINTAIN THE ROOF WARRANTY. (iNCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS FACE SIZE SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 20.UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HiGH AS POSSIBLE, TIGHT - TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, It. PROVIDE DUCT MOUNTED SMOKE DETECTORS IN THE RETURN AIR DUCTWORK WiRED TO SHUT DOWN THE SUPPLY FAN AND INITIATE AN AIR HANDLING UNIT WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. ALARM SIG=NAL WHEN SMOKE 15 SENSED. 21. PROVIDE A TRAP iN ALL CONDENSATE PIPING LOCATED AT THE ROOFTIP UNiT. SLOPE CONDENSATE LINES 1/5" PER FOOT. CONDENSATE LINES SHALL BE PVC 11MANUFACTURER5' NAMES AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE SCHEDULES ARE FOR THE PURPOSE OF SCHEDULE 40. ALL CONDENSATE DRAiN PIPING ON ROOF SHALL BE PROPERLY ESTABLISHING A QUALITY OF MANUFACTURE OR A SPECIFIC DESIGN SUPPORTED. SEE "CONDENSATE PiPE SUPPORT ON ROOF" DETAIL. CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY THE ARCHITECT/ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 22. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK 15 13.REViEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE ATTACHED. SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DiSGREPANCIES NOT BROUGHT TO THE 23. ERRORS OR OMISSIONS: WHEN THE INTENT OF ARGHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE ATTENTION OF THE ARCHITECT/ENGINEER, IN WRITING, PRIOR TO BiDS, WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR, IN HIS BID, TO THE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE SATISFACTION OF THE ARCHiTECT/ENGINEER AND AS THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BiDS, AND THE ARCHITECT/ENGiNEER DIRECTS. ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION iN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHTECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WiTHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, DUCT HANGER DETAIL N T,5. STRUCTURAL JOIST I 1/2" BOLT AND NUT W/ 2" 1/2 WASHER 3/16" THREADED ROD (TYP). MANUAL VOLUME DAMPER SUPPORT TO STRUCTURE ABOVE. SPIN -IN FITTING WiTH VOLUME DAMPER INSULATED RIGID DUCT AND SCOOP OR BUCKLEY BELLMOUT14 5A515 OF DESIGN AIRTITE "BM" FITTING. 24" X 24" OR 12" X 12" FACE PANEL IAS --- METAL SHIELD AROUND INSULATION METALAIRE P INSULATION TO FLEX DUCT WITH NOTED) LOUVERED FOR A 4 WAY BLOW, NOMINAL TONS ! +'5800 OUTSIDE AIR CFM DUCT TAPE FORMING AIRTIGHT SEAL. H.F. E.A.T.F. DB SERIES W/BD HANG DIFFUSER INDEPENDENT OF INSULATED GRiD ON HANGER WiRE MAIN DUCT DAMPER INSULATED FLEXIBLE DUCT — WRAP INSULATION DOWN TO CEILING MAX, V-0" LENGTH FOR MNG AIRTIGHT SEAL. REFER TO ARCHITECTURAL METAL CLAMP AROUND FLEX DUCT AND DWGS. FOR CEILING TYPE COLLAR CONNECTION TO BE DRAWN TIGHT CEILING DIFUSER AND TAPED. NOTES: I. METHOD OF INSTALLATION FOR AIRTIGHT SEAL WELL BE TYPICAL FOR ALL FLEX CONNECTIONS TO AIR DISTRIBUTION DEVICES. 2. REFER TO DIFFUSER SCHEDULE FOR CORRECT CEILING DIFFUSER CEILING DIFFUSER_ _ "RN NO SCALE 11 MAIN DUCT OPERATING ROD MAIN DUCT PLAN AIR EXTRACTOR BRANCH DUCT OR RLINOUT 45 DEGREES d _T MANUAL DAMPER LENGTH EQUALS U4 BRANCH WIDTH. NO LESS THAN 4" BRANCH DUCT OR RUNOUT MANUAL DAMPER -----/ COORDINATE ELEVATION WITH WORK OF OTHER TRADES 5ECTION LOW VELOCITY BRANCH DUCT DETAIL NO SCALE r AIR DIST MARK DESCRIPTION MATERIAL FINISH 5A515 OF DESIGN CD 24" X 24" OR 12" X 12" FACE PANEL IAS ALUMINUM WHITE METALAIRE REMARKS NOTED) LOUVERED FOR A 4 WAY BLOW, NOMINAL TONS ENAMEL +'5800 OUTSIDE AIR CFM 4 CONE CONSTRUCTION, BDS DAMPAER, H.F. E.A.T.F. DB SERIES W/BD 5EN5. CAP LAY-iN TEE BAR OR SURFACE MOUNTING: CARRIER MODEL NO. KW DAMPER STAGE FRAME WHERE HARD CEILING 15 PRESENT. 3.0 - 1200 RG ONE SET OF FiXED CURVED ALUMINUM WHITE METALAiRE - EXTRUDED LOUVERS, 45 5OTFF004 ENAMEL "RN DEFLECTION, SPACED ON 2/3" SERIES z CENTERS, FLAT GA5KETED RTACU-2 3.0 - 1150 BORDER WITH MITERED CORNERS, 0.5 - - - FRAME SIZED FOR LAY -IN TILE - 5OTFF004 - 6.5 WHEN SET iN LAY-iN CEILINGS. - - - SCHEDULED DESIGNATOR, IE. CD=CEILING DIFFUSER - RG=RETURN GRILLE RTACU-3 DG=DOOR GRILLE - etc. 320 FACE SIZE - F_ CORE SIZE - CD 24X24,12"41,4 DIRECTIONS OF DISCHARGE - 400 CFM AIR QUANTITY IN CUBiC FEET PER MINUTE DUCT SiZES FOR RECTANGULAR DUCT ARE INDICATED THUS: IN PLAN ViEW THE FIRST DIMENSION IS THE WIDTH OF THE DUCT AND THE SECOND DIMENSION 15 THE HEIGHT OF THE DUCTi WHEN THIS SAME DUCT IS SHOWN IN SECTION, THE FIRST DIMENSION 15 THE HEIGHT OF THE DUCT AND THE SECOND DIMENSION IS THE WIDTH OF THE DUCT. 24"x1211 12"x24i1 WiDt E15Ht WEIGHT -/WIDTH PLAIN 11m SC-C'iION VFW EXHAUST FAN SCHEDULE UNiT SERVING CFM S.P. RPM HP VOLTS PH FAN TYPE FAN DRIVE FAN LOCATION MANUFACTURER / MODEL ACCESSORIES No. (WATTS) EF -1, EF -2 TOILETS 50 0.12 1550 (40) 120 1 FC DIRECT CEiLiNG GREENHECK'SP-6 FG, BOD, ID, RJ, SC NOTE: FAN TO OPERATE THROUG=H A TIMECLOCK TO RUN CONTINUOUSLY IN THE OCCUPIED CYCLE. FG: FACE GRILLE ID: INTERNAL DISCONNECT BDD: BACKDtRAFT DAMPER 55: SECURITY BARS AT PROVIDE iN THE OCCUPIED CYCLE. PROVIDE 365 DAY CALENDAR TIMECLOCK, LIKE INTERMATIC RC: ROOF CURB WC: WALL CAP DISCHARGE RJ: ROOF JACK CAP DISCHARGE ROOF OPENING ET0115C TO DIVISION 16000 FOR INSTALLATION. 135: BIRD SCREEN TDS: TiME DELAY SWITCH SC: SOLIDSTATE SPEED CONTROL eo— PACKAGE HEAT PUMP AIR CONDITIONING SCHEDULE EXISTING REUSED GENERAL SUPPLY FAN COOiLiNG SECTION AT 95' AMBIENT EER HEATING SECTION ELECTRIC (EXISTING) ELECT. VOLTS/ PH. ELECTRICAL DATA MIN. CKT, AMPS MAX. FUSE SINGLE POINT SERVICE REMARKS DESIG. NOMINAL TONS UNiT WEIGHT SUPPLY CFM OUTSIDE AIR CFM EXT. S.P. iN Wks. H.F. E.A.T.F. DB EA TF. WB 5EN5. CAP TOTAL CAP CARRIER MODEL NO. KW VOLTS PHASE STAGE RTACU-I 3.0 - 1200 240 0.5 - - - - - 5OTFF004 --- z RTACU-2 3.0 - 1150 240 0.5 - - - - - 5OTFF004 - 6.5 - - - - - - -- RTACU-3 i 5 - 2800 320 0.5 - - - - - 50TFF008- NOTES_ 1. FURNISHED MOTORIZED TWO POSITION OUTSIDE AIR DAMPER AND ELECTRICAL CONNECTION TO UNIT. EVAPORATOR UNIT MIN. 4" HIGH VENT. (REQUIRED ONLY IF 1/4" PER FOOT OR GREATER PITCH 15 UNATTAINABLE) PITCH TO DRAIN ON GRADE OR INTO DRYWELL 2" MiN, 4" MAX, CONDENSATE DRAiN PAN SEE SPECIFICATIONS FOR 211 EXTEND CONDENSATE LINE FULL SIZE INSULATION REQUIREMENTS (3/4" MIN) FROM UNIT CONDENSATE DRAIN PAN CONNECTION TO DRYWELL OR ON GRADE CLEANOUT WITH THREADED PIPE CAP CONDENSATE TRAP DETAIL N.T.S. SLOPE DUCT 3/4" TO OUTSIDE OF WALL EXHAUST DUCTWORK —\ TRANSITION AS REQUIRED EXTERIOR WALL CAULK WEATHER TIGHT SLEEVE SPRING LOADED BACKDRAFT DAMPER WITH PERIMETER GASKET SURFACE WALL CAP WITH DAMPER AND RAIN HOOD h 11P.hs�-V 1T / A I T 1 vfq I vl�l ,-u.v�w RECTANGULAR DUCT—/STL ANGLES SEE PLAN FOR SIZES. METAL SPACER INSULATED OR E BOLTS MIN. 3 NON -INSULATED PLACES W/ LOC 04UT DUCT SUPPORT DETAIL NO SCALE REVISIONS BY PERMIT sumMi6sloN ` EM ■ r W x z o � m p A AN o C u p er n G cn 0 EM ■ r FLOOR PLAN NOTES - HVAC OI PROVIDE 1" PVC CONDENSATE DRAIN P1FING ON ROOF TO NEAREST ROOF DRAIN OR DOJNSFOUT. O FIELD FMFY EXACT,RTU LOCATION AND PENETRATON SIZES FOR DUCTS. a tm� HVAU FLOOr's PLAN SCALE: 1/4"-I'-0" NORTH ROOM 5GHEDULE Rif" ROOM NAME Imo RECEPTION 101 OFFICE 102 OFFICE 103 OFFICE Udo 6TOR4GE 105 EQUIFMENT ROOM 106 BREAK ROOT 1 101 WOMEN'S BATHROOM 105 MEN'5 BATHROOM 109 OFFICE 110 FILES 111 OFFICE 112 CONFERENCE ROOT 1 113 HALL 114 CL05ET 1 REVISIONS BY PERMIT SI.IBMISS"'''�l - i U W x U z n r-� m 0 • A C O kn q V w or a37, I �J N rat. t 4 i i 1S" 3/4" MARINE GRADE � PLYWOOD BOLTED IN PLACE TH PAN BOLTS. W1PAINT FINISHD 1 1/2 if jt 1 1/2" ANGLE IRON STAND (WELC�ED CONSTRUCTION) SANDF-D, PRIMED AND PAINTED COLO TO MATCH ROOM WALL COVEr2ING. V MAXIMUM NOT TO EXCEED DIAMETER OF WATER HEATER. HEATER STAND DETAIL PROVIDE, INSTALL AND CONNECT A THERMAL EXPANSION TANK. THE TANK SHALL BE AMTROL MA5T-5 3/4"CW ASME T4F RELIEF VALVE FULL SIZE RELIEF. ROUTE TO SERVICE SiN< ' FULL SiZE DRAIN. ROUTE TO SERVICE SINK NO SCALE 1/211 _NN ­4 \N_TO SERVICE SINK (5-7) ONLY f13/4" TO TMV AND t ALL MIXTURES SHUT-OFF VALVE Di -ELECTRIC CONNECTIONS —� WITH HEAT TRAPS (TYP) 3/4"HW 30 GALLON EWH WATER HEATER PAN MOUNT HEATER ON 15" HiGH STAND. SEE 7 DETAIL ON THIS SHEET FINISHED FLOOR ER (EWH) DETAIL NO SCALE CLE' PiPE - THREADED ROD CUT TO LENGTH CARRIER PIPE :) FOR INSULATION - 'H 1.5 TiMES %TION DIAMETER ,TION CLEVIS TYPE PIPE HANGER NO SCALE ^`'T I `. \` 2° I LAV I ° 3FLA. t �` t PENK 4° �.rp FOUNTAM t • "ff• 11/4" 2° 4" 2" 4" 21 V� I\— SEEEXINEW WATER DIAGRAM � I 35 SEE N>=EIJ RISER DiAGRAt•I 40- '��� 4° LC . ----------------------- %s. tI 3° .I � SWRI I 1112" N. 2° 4° FLD. t 4" N.N.N. 4° N. 4 I.N. ° EXISTING 4° SANITARY i WITH FLA. OUTSIDE t SS t t 4° FLA. • I 4" 2° 1112° LAV2" I 11/4" WASTE AND 'AAE—mW RISER DIAMIC34mRAM. No SCALE MAXIMUM ii 33 X06 113 154 330 FIXTURE UNITS PDI UNIT A B C D E F 1. MAXIMUM iSiE65,UEBEAIs PRESURE IN EXCESS OF P5I6STHHNEX NEXT SIZE. E. 2. MAXIMUM PiPE LENGTH PROTECTED BY A SINGLE ABSORBER 514ALL BE 20 FEET, 3 INSTAAND LL $ OC<CEAE ORBERSSLOCATION ROVE CEILING IN AN ACCESSISBLE WATER HEATER SCHEDULE MARK CAPACITY INPUT RECOVERY NOTES GALLONS EWH 30 (2) 45 KW ELEMENTS 15 GFH SET WATER STORAGE NON -SIMULTANEOUS SO DEGREES TEMPERATURE OPERATION, 208 F. RiSE 110 DEC=REES F. VOLT, SINGLE PHASE NOTE: PROVIDE 140 DEGREES F. HW TO SERVICE SINK ONLY. ALL PLUMBING FIXTURES SHALL BE SUPPLIED WiTH TEMPERED 110 DEGREE F. HOT WATER THROUGH A THERMOSTATICALLY CONTROLLED MIXING VALVE (TMV) LOCATED ON THE WALL ADJACENT TO WATER HEATER INSTALL TMV iN ACCORDANCE WiTH MANUFACTURER'S RECOMMENDA- TiONS. PROVIDE CHECK VALVES, SHUT-OFF VALVES, UNIONS AND THERMOMETER MOUNTED ON OUTLET AS MINIMUM DEVICES FOR THE TMV ASSEMBLY, 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSTALLATIONS AND ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. THE PLUMBING CONTRACTOR SHALL VERIFY AND CORRECT, AS REQUIRED TO MEET ALL APPLICABLE CODES AND REGULATIONS, ANY P05515LE DISCREPANCY BETWEEN TYPE AND SIZE OF CONNECTIONACTUUALL1'IINSTALLED. IN THE PLUMBING DOCUMENTS AND 3. THE PLUMBING. CONTRACTOR IS TO FIELD VERIFY ALL CONNECTION AND INSTALLATIONS AND COORDINATE ALL INSTALLATIONS E PERFORMANCE OF SIWCOR O F ALL OTHER TRADES PRIOR TO 4. VALVES LOCATED ABOVE CEILING SHALL BE LABELED AS TO THEiR LOCATION ON THE CEILiNG GRID. PROVIDE LABEL WITH A WHITE BACKGROUND AND BLACK LETTERING. 5. AiR CHAMBERS WILL NOT BE CONSIDERED OR ALLOWED AS AN ALTERNATIVE TO THE WATER HAMMER SHOCK ABSORBERS AS SPECIFIED AND IN STRICT ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE PLUMBING AND DRAINAGE INSTITUTE AND THE AUTHORITY HAVING JURISDICTION. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FIRE AND/OR SMOKE RATING INTEGRITY OF ALL FIRE AND/OR SMOKE RATED WALLS, CEILINGS AND FLOORS WHICH WiLL BE PENETRATED BY ANY WORK PERFORMED UNDER DIVISION OF WORK PROVIDE FIRE RATED INSTALLATIONS WHERE REQUIRED AND WiTH A FIRE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. PROVIDE SMOKE RATED INSTALLATIONS WHERE REQUIRED AND WITH A SMOKE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. 1. CHANGES IN DIRECTION OF PIPiNG SHALL BE MADE ONLY WITH APPROVED FITTINGS AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHOCK ABSORBER PPI -5 in" .�LAV 112" IgEM / I , i r� \>`� 1/4" pR1f9C1NG FOtIIdTAM 112° \ 3/4" ` ✓�� \ TO ABOVE CEILMG I , FOR FUTURE EXPANSION LOCATE VALVE A50VE CEILING fir 3/4" TMY 3/4° FM OVEP SER -1 AND 3i4° \ 'rIN 3/4" 112" IN)/ r � ° X-1 3/4" I 5011 ' 3/4" ' / EXISTING SANITARY LINE. `112" 1 SEE NEW RISER DIAGRAM. EXISTMG 1112° WATER LiNE LOCATE RISER IN JANITOR'S CLOSET LAV 30 GALLON WATER HEATER SEE "WATER HEATER (EWH) DETAIL" THIS SHEET. vvATER RISER DIAGRAM, NOSCALE PLU t G SYMBOL LEGE PLUMBING FIXTURE CONNECTION SCHEUDLE MARK FIXTURE TYPE MINIMUM SiZE CONNECTIONS WASTE VENT CW HW NOTES I, C_H L LAV 5K WATER CLOSET - HC LAVATORY SINK 4" 2" 1 1/4" 11/21, 1 i/2" i 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" TANK TYPE, Y.C., FLOOR MOUNTED, HANDICAPPED HEIGHT RIMLESS Y.G., COUNTERTOP TYPE, HANDICAPPED TRIM SINGLE COMPARTMENT, STAINLESS STEEL WITH TRIM CLOSET SHOWER 2" 1 1/2" 1/2" 1/2" SINGLE LEVER DRAiN ANDSTRAINER OSETVALVE,TIC DAD AND 2'� FOR TILE ELEEVATION, SWR SA SHOCK ABSORBER -- -- -- -- P.D.i. SIZE AS SHOWN ON WATER RISER FCO FLOOR CLEANOUT -- -- -- -- SIZE AS SHOWN ON DRAWINGS, ALL BRASS W/i'ILE RECESS URINAL 2" 11/211 3/4" -- WALL MOUNTED, FLUSH VALVE, HANDICAPPED HEIGHT UR 55 SERVICE SINK 2" 1 1/2" 1/2" 1/2" A pOR MO WALLB�DGIMOLDED STONE WITH WALL VALVES A , etvn dot r=tm m;Pit1;P TCS iNSTALLTION. 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSTALLATIONS AND ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. 2. THE PLUMBING CONTRACTOR SHALL VERIFY AND CORRECT, AS REQUIRED TO MEET ALL APPLICABLE CODES AND REGULATIONS, ANY P05515LE DISCREPANCY BETWEEN TYPE AND SIZE OF CONNECTIONACTUUALL1'IINSTALLED. IN THE PLUMBING DOCUMENTS AND 3. THE PLUMBING. CONTRACTOR IS TO FIELD VERIFY ALL CONNECTION AND INSTALLATIONS AND COORDINATE ALL INSTALLATIONS E PERFORMANCE OF SIWCOR O F ALL OTHER TRADES PRIOR TO 4. VALVES LOCATED ABOVE CEILING SHALL BE LABELED AS TO THEiR LOCATION ON THE CEILiNG GRID. PROVIDE LABEL WITH A WHITE BACKGROUND AND BLACK LETTERING. 5. AiR CHAMBERS WILL NOT BE CONSIDERED OR ALLOWED AS AN ALTERNATIVE TO THE WATER HAMMER SHOCK ABSORBERS AS SPECIFIED AND IN STRICT ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE PLUMBING AND DRAINAGE INSTITUTE AND THE AUTHORITY HAVING JURISDICTION. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FIRE AND/OR SMOKE RATING INTEGRITY OF ALL FIRE AND/OR SMOKE RATED WALLS, CEILINGS AND FLOORS WHICH WiLL BE PENETRATED BY ANY WORK PERFORMED UNDER DIVISION OF WORK PROVIDE FIRE RATED INSTALLATIONS WHERE REQUIRED AND WiTH A FIRE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. PROVIDE SMOKE RATED INSTALLATIONS WHERE REQUIRED AND WITH A SMOKE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY BEING PENETRATED. 1. CHANGES IN DIRECTION OF PIPiNG SHALL BE MADE ONLY WITH APPROVED FITTINGS AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SHOCK ABSORBER PPI -5 in" .�LAV 112" IgEM / I , i r� \>`� 1/4" pR1f9C1NG FOtIIdTAM 112° \ 3/4" ` ✓�� \ TO ABOVE CEILMG I , FOR FUTURE EXPANSION LOCATE VALVE A50VE CEILING fir 3/4" TMY 3/4° FM OVEP SER -1 AND 3i4° \ 'rIN 3/4" 112" IN)/ r � ° X-1 3/4" I 5011 ' 3/4" ' / EXISTING SANITARY LINE. `112" 1 SEE NEW RISER DIAGRAM. EXISTMG 1112° WATER LiNE LOCATE RISER IN JANITOR'S CLOSET LAV 30 GALLON WATER HEATER SEE "WATER HEATER (EWH) DETAIL" THIS SHEET. vvATER RISER DIAGRAM, NOSCALE PLU t G SYMBOL LEGE SYMBOL DESCRIPTION 106 SANITARY PIPING ---------- VENT PIPING — COLD WATER 109 -- HOT WATER (110 DEGREES F.) TEMPERED HOT WATER CLOSET V.T.R. J I L VENT THROUGH THE ROOF SHUT-OFF VALVE l SHOCK ABSORBER 0 FGO FLOOR CLEANOUT TMV THERMOSTATIC MiXING VALVE BALL TYPE SHUTOFF VALVE 2 E NGSANITA SYSTEM SHUT-OFF IN RiSER EXISTING Lo—. 30 GALLON ELECTRIC RUN UNDER FLOOR TO RISE ISTING WATER 3 �) 114 i -- I WC i k�LAY i" TO ABOVE CE I L I r/ 85 I I -- I 4" F.G. 2 - _J I 4" V.T.R MAKE UT L ITYI + CONNEG IbNS NEW 4" F.G.O. i 5 \ I F05 BELOW F�bOR RUN UNDER FLOOR — v TO RISER I-11— 1/4" TO iCE MAKER I o f 1 wa 51 �0 ._1�0 t i Im6 t 11 I AY L _ L -- - - -- -- - 1 1/2" V. NEW 3" F.C.D. WATER FOUNT I FLOOR PLAN o —PLUMBING ROOM SCHEDULE RM" ROOM NAME 106 BREAK ROOM 101 WOMEN'S BATHROOM 108 MEN'5 BATHROOM 109 Or-FICE 114 CLOSET FLOOR PLAN NOTES - PLUMBING. O SEE RiSER DIAGRAM FOR PIPE SIZING V FIELD VERIFY EXISTING SANITARY LiNE. INVERT AND ADJUST SOIL PIPING DEPT TO MATCH, 03 COORDINATE INCOMING WATER LINE CONNECTION AND METER LOCATION WiTH BUILDING OWNER AND WATER UTILITY. EE -C.= = Stuhl Engineering Consultants, Inc. 1860 Anzle Avenue Winter Park, Florida 32789 Phone — 407.645°5815 Florida EB No. 0005362 SEC Project No. EK -0903 DEBIGNER GREG HYAT'T GAD DRA:T(N!s ASH CHECkBD 06 DATE 10-09-0�3 6CAL6 AS NOTED 21BOID eHEET GENERAL ELECTRICAL NOTES L ALL CONDUIT ROUTED INSIDE OF THE BUILDING SHALL BE ELECTRICAL 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A NEW SYMBOL NONMETALLIC TUBING (ENT) OR MAY BE ELECTRICAL NON-METALLIC TUBING, PHENOLIC LABEL FOR EACH MAJOR ITEM OF ELECTRICAL EQUIPMENT. THE DESCRIPTION OF SYMBOL WHEN CONCEALED IN WALLS OR ABOVE CEILINGS, ELECTRICAL METALLIC LABEL SHALL BE RED WITH WHiTE ENGRAVED LETTERING. THE LABEL SHALL A TUBING (EMT) EXPOSED INSIDE THE BUILDING, GALVANIZED RiGID STEEL BE A MINIMUM OF TWO INCHES (20) HIGH BY SIX INCHES (69 WIDE. WALL OUTLET BOX AND 20 AMP, 125 VOLT, SiNGLE RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (IS") ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. EXPOSED OUTSIDE OF THE BUILDING OR THROUGH THE AIR CONDITIONING PERMANENTLY MOUNT THE LABEL TO THE FACING COVER OF THE / SLAB AND SCHEDULE 40 PVC FOR BELOW GRADE ONLY. THE MINIMUM SIZE ELECTRICAL EQUIPMENT. ITEMS TO BE LABELED SHALL INCLUDE (BUT ARE WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLU54 MOUNTED AT EIGHTEEN INCHES (IV) ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHER ISE.r FOR ALL CONDUITS IS TO BE ONE-HALF INCH (1/2") OR LARGER IF REQUIRED. NOT LIMITED TO) PANELS, CONTROL CABINETS, DISCONNECT SWITCHES, TIME v, r ALL CONDUITS ROUTED BELOW GRADE MAY BE SCHEDULE 40 PVC IF BURIED CLOCKS, CONTACTORS, RELAYS, INSTALLED SYSTEMS TERN" INATION TO T14E °LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIRcMENTS AND ACCESSORIES. A MINIMUM OF THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE. PVC CABINETS, PENDANT MOUNTED EQUIPMENT AND SiNGLE PONT (DEDICATED) CONDUIT SHALL NOT BE ROUTED THROUGH A SLAB OR WALL. F A CONDUIT IS RECEPTACLES. THE LABEL SHALL BE SiZED TO ALLOW FOR THE PANEL AND INDICATES A HOME RNU THE PANEL LNOTED. THE CROSS HATCH LINES INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE CT SWITCH LEG CONDUCTORS (SHORT LINES) WITH EHE GROUNDING CONDUCTOR NOT SHOIUN. GROUND SHALL BE AS NOTED OR AS REQUIRED BY NEC, ARTICLE 250. NOT AT LEAST THIRTY-SIX INCHES (36") BELOW THE FINISHED GRADE, OR CIRCUIT NUMBER TO BE ENGRAVED. WHERE A PANEL, TERMINAL CABINET OR � UNDER A CONCRETE SLAB, THE CONDUIT SHALL BE CHANGED TO RIGiD OTHER ITEM OF EQUIPMENT IS TO BE LABELED, INCLUDE THE NAME OF THE INDICATES AN OUTLET BOX AS NOTED AND A SHUNT -TRIP BUTTON OR LIGHTED PUSH-BUTTON AS DIRECTED. PROVIDE BACK BOX, CONTACT FOW. , AMPACITY, COVER PLATE AND ACCESSORIES AS NOTED. METAL CONDUIT. ALL CONDUITS ROUTED OUTSIDE OF THE BUILDING (ON PANEL, THE VOLTAGE AND PHASE AND THE ORIGIN FOR ITS CIRCUITRY. GFI� WALL$, THE ROOF, ETC) SHALL BE GALVANIZED RIGID STEEL WiTH THREADED FITTINGS. EMT CONDUIT MAY BE ROUTED EXPOSED INSIDE OF THE BUILDING 1 ALL CONDUCTORS SHALL BE COPPER TYPE "THUUN". THE MINIMUM SIZE FOR INDICATES A GROUND ROD, GROUNDING CONNECTION PONT OR AN ISOLATED GROUNDING CONNECTION AS NOTED. VERIFY CONDUCTOR SIZE, GROUND ROD AND SIZE AND CONNECTION TYPE PRIOR TO INSTALLATION WHERE THE CONDUIT 15 A MINIMUM OF EIGHT FEET (8'-09 ABOVE THE ALL 120/208 VOLT POWER CONDUCTORS SHALL BE 012 AWG. ALL FINISHED FLOOR AND IS PROVIDED WITH COMPRESSION FITTINGS. EXPOSED CONDUCTORS SHALL BE PROVIDED WITH A COLOR CODING AS REQUIRED WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE WITH LOCKABLE WEATHER-PROOF COVER PLATE AND 91 CIRCUIT PROTECTION FLUSH MOUNTED AT EIGHTEEN INCHES (IV) ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. CONDUITS SHALL BE PANTED TO MATCH THE SURFACE ON WHiCH THEY ARE HEREIN. ATTACHED. THE FINAL CONNECTION TO ALL MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT. COORDINATE WITH THE 10. ALL LIGHTING FIXTURES SHALL BE NEW AND SPECIFICALLY PURCHASED FOR MECHANICAL (HVAC) CONTRACTOR FOR THE EXACT HEIGHT AND LOCATION TH15 PROJECT. ALL LIGHTING FIXTURES SHALL BE THROUGHLY CLEANED Sp OF ALL EQUIPMENT CONNECTIONS. PRIOR TO A REQUEST FOR FINAL INSPECTION OF THIS FACILITY. LENS SHALL AND ACCESSORIES. BE WASHED OR CLEANED, LOUVERS SHALL BE CLEANED OF DUST AND 2. ALL CONDUITS SHALL BE ROUTED CONCEALED IN WALLS, ABOVE CEILINGS, DEBRIS, LAMPS SHALL BE OPERABLE AND SWITCHING SHALL OPERATE AS BELOW THE GRADE, IN CONDUIT RACKS OR AS NOTED ON THESE DRAWINGS, SHOWN ON THESE DRAWINGS. ALL LAMPS SHALL BE PURCHASED FROM THE WHERE ROUTING THE CONDUIT CONCEALED US NOT POSSIBLE, BECAUSE OF SAME LOT ORDER FOR THIS PROJECT. WHERE A FIXTURE IS PROVIDED WITH 13 A STRUCTURAL CONDITION, THE ELECTRICAL CONTRACTOR SMALL BE ADJUSTABLE OPTICS, THE ELECTRICAL CONTRACTOR SHALL AIM THE LIGHT CONNECTION OF THE NCOMiNG TELECOMMUNICATIONS SERVICE FROM THE LOCAL TELEPHONE COMPANY, VERIFY THE EXACT LOACTION AND CONNECTION REQUIREMENTS UTH THE LOCAL TELEPHONE COMPANY. THE EXISTING LOCATION FOR THE TELEPHONE TEI�'11NAL BOARD (TTB) AS NOTED. RESPONSIBLE FOR NEATLY SURFACE MOUNTING THE CONDUITS. ALL FIXTURE AS DIRECTED BY THE PROJECT OWNER PRIOR TO OPERATING ANY Ihj EXPOSED CONDUITS SHALL BE ROUTED PARALLEL TO THE SURFACE ON FLUORESCENT DIMMERS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A SITE LIGHT FIXTURE AT ENTRANCE. U441CW THEY ARE ATTACHED OR PERPENDICULAR WHEN ROUTED TO THE MNIMUM OF FORTY (40) HOUR BURN TIME AT HUNDRED FERC T (11=0 D BOTTOM OF STRUCTURAL STEEL JOISTS. ALL EXPOSED CONDUITS SHALL BE LIGHT OUTPUT. LETTER INDICATES THE FIXTURE TYPE. REFER TO PROJECT LIGHTING FIXTURE SCHEDULE FOR THE CO�SPONDING LiGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. PAINTED TO MATCH THE SURFACE ON WHICH THEY ARE ATTACHED. II. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FO PROVIDING A 3. THE ELECTRICAL CONTRACTOR SHALL VISIT THE PROJECT SITE PRiOR TO THE RECORDED TEST OF THE INSTALLED GROUNDING SYSTEM ATIITHIS FACILITY. INDICATES A MOTOR(S) FOR EQUIPMENT AS NOTED. BID DATE TO BECOME FAMILIAR WiTH ALL EXISTING CONDITIONS. THESE THE TESTING PROCEDURE SHALL BE IN ACCORDANCE WITH HE "IEEE" "FALL DRAWINGS DO NOT ATTEMPT TO IDENTIFY ALL OF THE EXISTING ELECTRICAL REQUIREMENTS OF FOR THE -OF -POTENTIAL" (TE POINT) METHOD. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A TYPED COPY OF (d8°) ABOVE THE FINISHED FLOOR TO THE CENTER LiNE OF THE DEVICE OR GENERAL CONDITIONS. PRIOR TO THE BID, THE ELECTRICAL OR SYSTEMS CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AND THE PROJECT THE TEST RESULTS, ON THEIR COMPANY LETTERHEAD, WHICH IDENTIFIES ARCHITECT, IN WRITING, OF ANY EXISTING CONDITION WHICH WILL PREVENT THE TESTS PERFORMED AND THEIR SPECIFIC RESULTS. ALL 6ROJO ROD$ THE ELECTRICAL OR SYSTEMS CONTRACTOR FROM INSTALLING THE POWER SHALL BE ACCESSIBLE FOR TESTING AND INSPECTION BY MEANS OF A ® LIGHTING AND INSTALLED SYSTEM SHOWN IN THESE CONSTRUCTION TRAFFIC RATED COVER PLATE OVER A CONCRETE SLEEVE IN THE GROUND. CAVITY RS BEING USED AS TIRE RETURN AIR PLENUM OF THE AIR CONDITIONNG SYSTEM. NON -PLENUM CABLE MAY BE USED WHERE THE AiR CONDITIONING DOCUMENTS. MAXIMUM RESISTANCE SHALL BE FIVE (5) OHMS. 4- PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR PATCHING ANY FiRE- CONTACT RATINGS AND AUXILIARY CONTACTS AS REQUIRED. RATED ASSEMBLY WHICH IS TO BE PENETRATED BY THE WORK OF THIS SYSTEM IS COMPLETELY DUCTED FOR BOTH SUPPLY AND RETURN. $3 DIVISION. WHERE A CONDUITS) OR CABLES) 15 REQUIRED To PENETRATE A V. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RDiNATING FIRE -RATED ASSEMBLY, THE ELECTRICAL CONTRACTOR SHALL SEAL THE WITH EACH SPECIFIC INSTALLED SYSTEMS CONTRACTOR TO DETERMINE THE © PENETRATION WITH A UL. LISTED AND APPROVED FIRE -PROOFING EXACT SiZE AND ROUTNG OF ALL THE SYSTEM RELATED CONDUITS, AFTER THE CONTRACT HAS BEEN AWARDED, THE ELECTRICAL CONTRACTOR SHALL INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED FLUSH N THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL BE TWENTY-ONE INCHES (21") ABOVE THE FNISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) FORTS WILL BE USED AND THE FORTH FORT 15 $FARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVIOTO THE RESPECTIVE PATCH PANEL. AS REQUIRED. REFER TO SECTION 16105 OFF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE AND FOR THE CATEGORY T EQUIPMENT D T REQUIREMENT$. PROVIDE TERMINATIONSOUTLET U THIS DEVICE. WHERE THIS DEVICE A CAST OUTLET BOX FOR VIDE AE LOOKING 15 LOCATED OUTSIDE, PROVIDE A LOCKING WEATHI=R-PROOF COYER PLATE. COMPOUND OR A U.L. APPROVED COMBINATION ASSEMBLY AND COMPOUND. THE LOWER CASE LETTER (a) IS USED TO IDENTIFY WHICH LAMP(S), LIGATING FIXTURE(S), RECEPTACLE(S), FAN(S) OR OTHER ELECTRICAL EQUIPMENT IS TO BE CONTROLLED BY THE SWITCH, DMR OR CONTACTOR NOTED. COORDINATE WITH THE PROJECT ARCHITECT FOR THE EXACT LOCATIONS OF SIT DOWN WITH EACH OF THE INSTALLED SYSTEM CONTRACTOR($) AND WALL OUTLET BOX AND 20 AMP SINGLE POLE OCCUPANCY SENSOR SWITCH. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES X48") ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED OTHERWISE. DEVICE SHALL BE PES %ISP200. ALL FIRE -RATED ASSEMBLIES AND PROVIDE ALL PATCHNK: AS REQUIRED IN DETERMINE ANY CHANGES IN CONDUIT SIZE AND ROUTING THAT WILL BE THE UL. DIRECTORY FOR THE APPLICABLE ASSEMBLY. MADE. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO WALL OUTLET BOX AND MANUAL MOTOR STARTER AS NOTED. PROVIDE NUMBER REPRESENT ONE (1) METHOD OF INSTALLATION FOR EACH OF THE IN5TAL ED__ 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PHASE COLORING FOR ALL SYSTEMS ON THIS PROJECT. OF POLES, ENCLOSURE TYPE AND ACCESSORIES AS NOTED. MOUNT T1415 DEVICE AT FORTY-EIGHT INCHES (48") ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. CONDUCTORS. THE COLORING MAY BE THE OUTER THERMOPLASTIC JACKET H OF THE CONDUCTOR (COLORED) OR BY USING COLOR TAPE. MAKE SURE 13. ALL INSTALLATIONS SHALL BE IN STRICT COMPLIANCE WITH THE LATEST THAT COLOR IDENTIFICATIONS ARE ViSIBLE AT ALL JUNCTION BOXES, EDITION OF THE NATIONAL ELECTRICAL CODE, THE CITY OF SANFORD PANELBOARDS, DISCONNECT SWITCHES, ENCLOSURES, CABINETS, PULL- BUILDING DEPARTMENT, THE SEMINOLE COUNTY FIRE DEPARTMENT, THE BOXES AND EQUIPMENT TEf;nNATION POINTS. COLOR CODING SHALL BE IN FLORIDA BUILDING CODE AND THE NATIONAL FiRE PROTECTION ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL AUTHORITY HAVING ASSOCIATION. JUIRISDiCTKON. id. ALL MATERIALS FOR THiS PROJECT SHALL BE NEW AND FREE FROM 6. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WiT14 DEFECTS. ALL MATERIALS SHALL BEAR THE UNDERWRITERS LABEL AND THE OTHER TRADES ON T14i5 PROJECT. PRIOR TO COMMENCEMENT OF THIS SHALL CONFORM WITH ANS.1, I.E.E.F. a'dD NEMA STANDARDS WHERE GND. WORK, THE ELECTRICAL CONTRACTOR SHALL IDENTIFY THE EXACT APPLICABLE. LOCATION($) FOR ALL NEW EQUIPMENT WHICH 15 PROVIDED BY ANOTHER WF. DIVISION. VERIFY THE EXACT CONNECTION TYPE(S) FOR EACH ITEM OF t CENTER LINE OF DEVICE EQUIPMENT AND PROVIDE ALL JUNCTION BOXES, FLEXIBLE CONNECTIONS, GF1. CONTACTORS, CONDUITS AND CONDUCTORS NECESSARY FOR EACH ITEM OF FAS FIRE ALAR I SYSTEM EQUIPMENT TO PROPERLY OPERATE WHEN THE INSTALLATION 15 COMPLETE. WHERE A QUESTION EXISTS REGARDING THE RESPONSIBILITY FOR Ifs. ISOLATED GROUND CONNECTION OF A PARTICULAR ITEM OF EQUIPMENT, THE CONTRACTORS ANNUNCIATOR PANEL INVOLVED SHALL REFER TO THE GENERAL CONTRACTOR FOR CLARIFICATION. THE FiNAL CONNECTION TO ANY ITEM OF MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE METALLIC CONDUIT (FOR EQUIPMENT LOCATED WITHIN THE BUILDING) OR WITH WEATHER-PROOF FLEXIBLE METALLIC CONDUIT (FOR EQUUiPMENT LOCATED ON THE OUTSIDE OF THE BUiLDNG OR WHERE OTHER WISE NOTED) AND ALL FITTINGS SHALL BE WEATHER-PROOF. 1. THESE DRAWINGS ARE DIAGRAMMATIC AND DO NOT INTEND TO REFLECT THE EXACT OR ACTUAL FIELD CONDITIONS. THE ELECTRICAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT SITE TO BE KNOWLEDGEABLE ABOUT ALL OF THE EXISTING CONDITIONS. THE ELECTRICAL CONTRACTOR SHALL ALSO BE REQUIRED TO OBTAIN A RILL SET OF CONSTRUCTION DOCUMENTS TO BECOME FAMILIAR WITH THE REQUIREMENTS OF THE OTHER DiSCIPLNES. THERE WILL BE NO ADDITIONAL CHARLES ALLOWED AFTER AWARD OF THE CONTRACT DUE TO AN EXISTING CONDITION WHICH COULD BE OBSERVED PRiOR TO THE BID OR DUE TO A COORDINATION ISSUE WHICH COULD BE RESOLVED BY OBTAINING A FULL SET OF THE CONSTRUCTION DOCUMENTS. r�m� ELECTRICAL SYMBOL LEGEND (NOTE: NOT ALL SYMBOLS MAY BE USED FOR THIS PROJECT) SYM50LS USED FOR LiGHTING AND RELATED SYSTEM$ SYMBOLS USED FOR POWER AND RELATED SYSTEMS SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF SYMBOL SYMBOL DESCRIPTION OF 5YM50L A WALL OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR W.I.D. LUMINAIRE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LiNT FIXTURE TYPE, MOUNTING REQUiRE'MENTS AND ACCESSORIES. q) WALL OUTLET BOX AND 20 AMP, 125 VOLT, SiNGLE RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES (IS") ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. N INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHiCH ARE CONCEALED BELOW THE FINISHED FLOOR OR BELOW THE FNISHED GRADE. / INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH ARE CONCEALED IN THE WALL OR ABOVE THE CEILING. m WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLU54 MOUNTED AT EIGHTEEN INCHES (IV) ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHER ISE.r B CEILING OUTLET BOX AND INCANDESCENT, COMPACT FLUORESCENT OR WJD, LUMNAiRE AS NOTED. THE LETTER(S) INDICATES THE FIXTURE TYPE. REFER v, r INDICATES A FEEDER OR BRANCH CIRCUIT CONDUIT AND CONDUCTORS WHICH TO T14E °LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING (RECESSED OR SURFACE) REQUIRcMENTS AND ACCESSORIES. ___� ARE ROUTED EXPOSED ON THE WALL OR THE CEILING. WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT ONE INCH (I°) ABOVE THE COUNTER BACK -SPLASH TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. VERIFY THE COUNTER BACK -SPLASH HEIGHT WITH THE ARCHITECT PRiOR TO ROU GW -N OF THE BACK BOX AND CONDUIT. q O INDICATES A HOME RNU THE PANEL LNOTED. THE CROSS HATCH LINES INDICATE NEUTRAL CONDUCTOR (LONG LINE) AND PHASE CT SWITCH LEG CONDUCTORS (SHORT LINES) WITH EHE GROUNDING CONDUCTOR NOT SHOIUN. GROUND SHALL BE AS NOTED OR AS REQUIRED BY NEC, ARTICLE 250. AA ® CEILING OUTLET BOX AND 2'x 4' FLUORESCENT LUMINAIRE WITH ACRYLIC PRISMATIC LENS AS NOTED. THE LETTER ($) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPON NG LiGHT FIXTURE TYPE, THE MOUNTING (RECESSED OR SURFACE) AND ALL ACGE550RRES. � WALL OUTLET BOX AND TWO (2) 20 AMP,12S VOLE, DUPLEX RECEPTACLES FLUSH MOUNTED AT EiGHTEEN INCHES (18°) ABOVE THE FINISHED FLOOR t0 THE CENTER THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHER3U15E. THE COVER PLATE SHALL BE ONE (1) PIECE AND COVER BOTH DEVICES. Q INDICATES AN OUTLET BOX AS NOTED AND A SHUNT -TRIP BUTTON OR LIGHTED PUSH-BUTTON AS DIRECTED. PROVIDE BACK BOX, CONTACT FOW. , AMPACITY, COVER PLATE AND ACCESSORIES AS NOTED. BB F-1 CEILING OUTLET BOX AND 2 ' x 2' FLUORESCENT LUMINAIRE WITH ACRYLIC LENS AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LIGHT FIXTURE TO TYPE, THE MOUNTNG (RECESSED OR SURFACE) AND ALL ACCESSORIES. GFI� WALL OUTLET BOX AND 20 AMP,125 VOLT, DUPLEX RECEPTACLE FLUSH MOUNTED AT EIGHTEEN INCHES 089 ABOVE THE FINISHED FLOOR TO THE CENTER -LINT= OF THE DEVICE UNLESS NOTED OTHERWISE. THIS DEVICE SHALL BE PROVIDED WITH INTEGRAL D -FAULT CIRCUIT INTERRUPTER5 IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 210 AND 641 OF THE NEL, LATEST EDITION.TYPE INDICATES A GROUND ROD, GROUNDING CONNECTION PONT OR AN ISOLATED GROUNDING CONNECTION AS NOTED. VERIFY CONDUCTOR SIZE, GROUND ROD AND SIZE AND CONNECTION TYPE PRIOR TO INSTALLATION CC ® CEILING OUTLET BOX AND 2' x 2' FLUORESCENT LUMNAIRE WiTH ACRYLIC PRISMATIC LENS AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE' FOR THE CORRESPONDNG LIGHT FIXTURE TYPE, THE MOUNTING (RECESSED OR SURFACE) AND ALL ACCESSORIES. NOTED. VERIFY THE EXACT HEATER INDICATES AN ELECTRICAL HEATING E AIT ND TO F NAL CONNEAMPACCTION. VOLTAGE, PHASE AND CONNECTION REQUIREMENTS PRIOR TO FINAL GONNEGTiON up WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE WITH LOCKABLE WEATHER-PROOF COVER PLATE AND 91 CIRCUIT PROTECTION FLUSH MOUNTED AT EIGHTEEN INCHES (IV) ABOVE THE FINISHED FLOOR TO THE CENTER -LINE OF THE DEVICE UNLESS NOTED OTHERWISE. C3� WALL OUTLET BOX AND FLUORESCENT LUMINAIRE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE REFER TO THE °LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS Sp WALL OUTLET BOX AND 20 AMP, 125 VOLT, DUPLEX RECEPTACLE WITH SAFETY FEATURE. THE STRAIGHT BLADE, TAMPER -PROOF DEVICE SHALL BE FLUSH MOUNTED AT EIGHTEEN INCHES (IS") ABOVE THE FINISHED FLOOR TO N1= CENTER- LINE OF THE DEVICE UNLESS NOTED OTHERWISE. THIS DEVICE SHALL BE EQUAL TO PASS AND SEYMOUR RR(o3-W WITH A WHITE COVER PLATE. SYMBOLS USED FOR TELECOMMUNICATION SYSTEM AND ACCESSORIES. EE CEILING OUTLET BOX AND FLUORESCENT STRIP LUMNAiRE AS NOTED. THE LETTER($) INDICATES THE FIXTURE TYPE. REFER TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE COR;�RE$FONDNG LIGHT FIXTURE TYPE, MODUNTiNG (COVE, PENDANT OR SUiFACE) REOWREIENTS AND ACCESSORIES. SYMBOL DESCRIPTION OF SYMBOL INDICATES THE LOCATION OF THE OUTSIDE BUILDING TERMINAL (OBT) FOR 13 SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. OBT 13 ® CONNECTION OF THE NCOMiNG TELECOMMUNICATIONS SERVICE FROM THE LOCAL TELEPHONE COMPANY, VERIFY THE EXACT LOACTION AND CONNECTION REQUIREMENTS UTH THE LOCAL TELEPHONE COMPANY. THE EXISTING LOCATION FOR THE TELEPHONE TEI�'11NAL BOARD (TTB) AS NOTED. r0► XA XB WALL OR CEILING OUTLET BOX AND BATTERY OPERATED EXIT LIGHT FIXTURE AS NOTED. THE LETTER(6) INDICATES THE FIXTURE TYPE. REMR TO THE "LIGHTING FIXTURE SCHEDULE" FOR THE CORRESPONDING LIGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. ARROWS INDICATE CHEVRON DIRECTION. Ihj SURFACE WALL OR PENDANT MOUNT CAST OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. SITE LIGHT FIXTURE AT ENTRANCE. O RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX AS NOTED, MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. D INDICATES A ONE NCH (I") CONDUIT STUBBED UP AND INTO THE GEILRNG CAVITY FOR INSTALLATION OF THE THREE (3) CATEGORY 6 CABLES. THE CABLES SHALL BE ROUTED IN CONDUIT UP INTO THE CEILING AND THEN IN FREE-AIR ABOVE THE CEILING BACK TO THE RESPECTIVE PATCH PANEL AS REQUIRED, THE CONDUIT SHALL BE ROUTED TO A HEIGHT OF TWO FEET (2'-09 ABOVE THE CEiLNG. THE CATEGORY 6 CABLES SMALL BE TIE-WR4FFED TOGETHER NEATLY ABOVE THE CEILING AND SHALL BE SUPPORTED BY "J" HOOK) OR ANOTHER APPROVED SUPPORTING METHOD. THE "J" HOOKS SMALL BE ANCHORED TO THE STRUCTURAL STEEL ROOF DECK PROVIDE A °J" HOOK SUPPORT FOR EVERY ET ( -0n) O THREE .NEAR FEET l ACK OF EVERYFROM FEET E. BU) OF CABLE AND S TOGETHER CABLE. BUNDLE THE CABLES TOGETHER FROM DIFFERENT DEVICES BACK TO THE e Z LETTER INDICATES THE FIXTURE TYPE. REFER TO PROJECT LIGHTING FIXTURE SCHEDULE FOR THE CO�SPONDING LiGHT FIXTURE TYPE, MOUNTING REQUIREMENTS AND ACCESSORIES. RECESSED WALL OR CEILING MOUNT OUTLET OR JUNCTION BOX WITH FLEXIBLE CONNECTION TO EQUIPMENT AS NOTED. MOUNTING HEIGHT SHALL BE AS NOTED. PROVIDE COVER PLATE AS REQUIRED. - WALL OUTLET BOX AND SINGLE -POLE, 6111GLE-THR4W (SPS?), 20 AMP, 120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (481) ABOVE THE FINISHED FLOOR TO THE CENTER LME OF THE DEVICE UNLESS NOTED OTHERUI5E. MOUNT FLUSH UNLESS NOTED. INDICATES A MOTOR(S) FOR EQUIPMENT AS NOTED. $4 WALL OUTLET BOX AND FOUR-WAY (4 -WAY), 20 AMP, 120/211 VOLT, TOGGLE OR ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES INDICATES A DISCONNECT SWITCH. PROVIDE VOLTAGE, PHASE, AMPS, NEMA RATING AND FUSING AS NOTED. MOUNTING SHALL BE AS NOTED. (d8°) ABOVE THE FINISHED FLOOR TO THE CENTER LiNE OF THE DEVICE PATCH PANELS. PLENUM RATED GABLE SHALL BE USED WHERE THE CEILING UNLESS NOTED OTHER 5E. MOUNT FLUSH UNLESS NOTED. ® INDICATES A MAGNETIC HELD OR ELECTRICALLY HEED CONTACTOR PROVIDE THE REQUIRED COIL VOLTAGE, NUMBER OF CONTACTS, ENCLOSURE TYPE, THE CAVITY RS BEING USED AS TIRE RETURN AIR PLENUM OF THE AIR CONDITIONNG SYSTEM. NON -PLENUM CABLE MAY BE USED WHERE THE AiR CONDITIONING WALL OUTLET BOX AND THREE-WAY (3 -WAY), 20 AMP,120/211 VOLT, TOGGLE OR CONTACT RATINGS AND AUXILIARY CONTACTS AS REQUIRED. SYSTEM IS COMPLETELY DUCTED FOR BOTH SUPPLY AND RETURN. $3 ROCKER TYPE SWITCH AS NOTED. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (48") ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE MOUNT FLUSH UNLESS NOTED. © INDICATES A CONNECTION PONT TO THE EQUIPMENT NOTED. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE EQUIPMENT SUPPLIER PRIOR TO COMPLETION. D INDICATES A FOUR (4) PORT, CATEGORY 6, TELECOMMUNICATIONS OUTLET (T/0) TO BE MOUNTED FLUSH N THE WALL. THE MOUNTING HEIGHT FOR THIS DEVICE SHALL BE TWENTY-ONE INCHES (21") ABOVE THE FNISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE. THREE (3) FORTS WILL BE USED AND THE FORTH FORT 15 $FARE. PROVIDE THREE (3) RUNS OF CATEGORY 6 CABLE FROM THE DEVIOTO THE RESPECTIVE PATCH PANEL. AS REQUIRED. REFER TO SECTION 16105 OFF THE SPECIFICATIONS FOR ALL OF CABLE TYPES, THE CABLE AND FOR THE CATEGORY T EQUIPMENT D T REQUIREMENT$. PROVIDE TERMINATIONSOUTLET U THIS DEVICE. WHERE THIS DEVICE A CAST OUTLET BOX FOR VIDE AE LOOKING 15 LOCATED OUTSIDE, PROVIDE A LOCKING WEATHI=R-PROOF COYER PLATE. � THE LOWER CASE LETTER (a) IS USED TO IDENTIFY WHICH LAMP(S), LIGATING FIXTURE(S), RECEPTACLE(S), FAN(S) OR OTHER ELECTRICAL EQUIPMENT IS TO BE CONTROLLED BY THE SWITCH, DMR OR CONTACTOR NOTED. INDICATES A MAN DISTRIBUTION PANEL (MDP), A 211/480 VOLT BRANCH CIRCUIT PANEL OR A 120/208,.YOLT DISTRIBUTION PANELBOARD AS DEFINED. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR ALL EQUIFMENT REQUiR31ENTS. THE DOOR SWNG IS SHOW � WALL OUTLET BOX AND 20 AMP SINGLE POLE OCCUPANCY SENSOR SWITCH. MOUNT THIS DEVICE AT FORTY-EIGHT INCHES X48") ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED OTHERWISE. DEVICE SHALL BE PES %ISP200. INDICATES A LOW -VOLTAGE BRANCH CIRCUIT PANEL AS DEFILED. REFER TO THE CORRESPONDNG PANEL SCHEDULE FOR ALL EQUIPMENT REQUIREMENTS. MOUNT THE PANEL AT SIX FEET (6'-09 ABOVE THE FNISHED FLOOR TO THE TOP. WALL OUTLET BOX AND MANUAL MOTOR STARTER AS NOTED. PROVIDE NUMBER THE DOOR SWING IS SHOWN. $R OF POLES, ENCLOSURE TYPE AND ACCESSORIES AS NOTED. MOUNT T1415 DEVICE AT FORTY-EIGHT INCHES (48") ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. H INDICATES A FLUSH WALL OUTLET AND COVER'LATE WiTH TELEVISION JACK AS REQUIRED BY THE OWNERS SYSTEM INSTALLER THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE OUTLET BOX (VERIFY THE HEIGHT AND LOCATION WITH THE OWNER) AND A THREE-QUARTER NCH (3/4") CONDUIT STUBBED INTO THE CEILING CAVITY. PROVIDE A COAXIAL CABLE TO THE LOCATION OF THE SWS RACK IN THE E LE�TEMSCTRICAL R� AND ALLOW ENOUGH SLACK FOR CONNECTION BY THE WALL OUTLET BOX AND LINEAR OR ROTARY DIMMER CONTROL UNIT AS NOTED. MOUNT THiS DEVICE AT FORT? -EIGHT INCHES (481) ABOVE THE FNISHED FLOOR TO THE CENTER LINE OF THE DEVICE UNLESS NOTED OTHERWISE. MOUNT FLUSH UNLESS NOTED. GANG WHERE REQUIRED UNDER A COMMON COVER ELATE. LIST OF ABBREVIATIONS USED AFF. ABOVE THE FINISHED FLOOR GND. GROUND OR GROUNDING WF. WEATHER-FROOF t CENTER LINE OF DEVICE GF1. GROUND -FAULT INTERRUPTION FAS FIRE ALAR I SYSTEM Ifs. ISOLATED GROUND ANN ANNUNCIATOR PANEL NO SCALE V THE CONTRACTOR SHALL PROVIDE THE OUJNER UUITH UJARR,ANTY INFORMATION AND MAINTENANCE REQUIREMENTS FOR EACH PiECE OF EQUIPMENT, EACH FINISH, SEALANTS, FLASHINGS, WEATHER PROTECTIVE SYSTEMS, AND EACH BUILDING COMPONENT, AS REQUIRED BY THE RESPECTIVE MANUFACTURERS. THE CONTRACTOR SHALL NOTIFY THE OUJNER THAT FAILURE TO FOLLOLU THESE MAINTENANCE PROCEDURES MAY VOID THE UUJARRANTY AND MAY EXPOSE THE BUILDING TO DETERIORATION AND FAILURE OF PROTECTIVE: AND OPERATIONAL SYSTEMS. POWER RISER DiAGRAM NOTES lO THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING ONWER (DORADO) FOR THE NEW EMERGENCY GENERATOR TO BE INSTALLED. PROVIDE CONDUITS AS REQUIRED FOR BOTH POWER AND CONTROLS BETWEEN THE GENERATOR AND THE AUTOMATIC TRANSFER SWITCH, VERIFY THE EXACT SiZE FOR THESE CONDUITS WITH THE GENERATOR INSTALLER PRIOR TO BiD. O THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY COMPANY FOR CONNECTINO TO THE EXISTING PAD -MOUNTED TRANSFORMER AS REQUIRED. V THERE APPEAR TO BE FOUR (4) CONDUITS BETWEEN THE PAD -MOUNTED TRANSFORMER AND THE EXISTING ELECTRICAL EQUIPMENT WALL THESE CONDUITS ARE ROUTED BETWEEN THE TRANSFORMER AND THE WALL AND APPEAR TO BE THREE AND ONE-HALF INCH (3-1/29 EACH. VERIFY THE SIZE AND THEIR ROUTING PRIOR TO BiD. O LOCATE ONE (1) OF THE FOUR (4) EXISTING THREE AND ONE-HALF INCH (3-1/211) CONDUITS AND EXTEND TO THE NEW METAL WIREWAY AS NOTED. O5 PROVIDE THE NEW SERVICE ENTRANCE CONDUCTORS. THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMIL, THWN, CU. IN THE NEW AND EXISTING THREE AND ONE-HALF INCH (3-1/2") CONDUIT. ALLOW ENOUGH SLACK CABLE WITHIN THE POWER COMPANY TRANSFORMER FOR CONNECTION BY THE POWER COMPANY. ROUTE THE NEW SERVICE THROUGH THE NEW METAL WIREWAY TO THE NEW POWER COMPANY METER O PROVIDE A NEW METAL WiREWAY ON THE EXISTING EXTERIOR ELECTRICAL EQUIPMENT WALL. THE METAL WIREWAY SHALL BE A MNiMUM OF TWELVE INCHES (12') SQUARE AND THE LENGTH SHALL BE A MINIMUM OF FOUR FEET (4'0'). THE WInWAY SHALL BE WEATHER-PROOF WITH A REMOVABLE COVER 01 PROVIDE A NEW GROUNDING CONDUCTOR FROM THE METAL WiREWAY TO THE EXISTING GROUND ROD. THE NEW GROUNDING CONDUCTOR SHALL BE n THUUN, CU. AND SHALL BE INSTALLED IN A THREE-QUARTER INCH (3/4') CONDUIT. EXOTHERMIC WELD THE NEW CONDUCTOR TO THE EXISTING GROUND ROD. BOND THE NEW GROUNDING CONDUCTOR TO THE METAL WiREWAY AND ROUTE THE CONDUCTOR TO THE METER 8O ROUTE A NEW CONDUIT WiTH CONDUCTORS TO THE NEW METER THE CONDUIT SHALL BE A MINIMUM OF THREE NCH (3") AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMIL, THWN, CU, AND ONE (1) 02 THUUIrT, CU, GROUND. 09 THE ELECTRICAL CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN A METER (OR CR CABINET AND METER) AS REQUIRED FOR THIS NEW SERVICE. MOUNT THE NEW METER (OR C/T'S, CABINET AND METER) ON THE EXISTING ELECTRICAL EQUIPMENT WALL AS NOTED. 10 ROUTE A NEW CONDUIT WITH CONDUCTORS BETWEEN THE NEW METER AND THE NEW MAIN DISCONNECT SWITCH AS NOTED. THE CONDUIT SHALL BE A MINIMUM OF THRF-E INCH (39 AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMIL, THUUN, CU, AND ONE (U 12 THILN, CU, GROUND. 11 THE OWNER WILL PURCHASE A NEW EMERGENCY GENERATOR AND AUTOMATIC TRANSFER SWITCH (ATS) FOR THIS BUILDING. THE GENERATOR AND AT$ WILL BE INSTALLED BY THE OWNER'S EQUIPMENT SUPPLIER THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE CONDUITS AND CONDUCTORS REQUIRED TO AND FROM THE NEW "ATS" FOR NORMAL AND EMER 3ENCY POWER AS NOTED. 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW CONDUIT BETWEEN THE NEW EMEI�xENCY GENERATOR AND THE NEW "ATS" BEiNG PROVIDED BY THE OWNER FOR THIS BUILDING. THE NEW CONDUIT SHALL BE A MINIMUM OF THREE INCH (39 AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMIL, THWN, CU, AND ONE (1) 42 THWN, CU, GROUND. IN ADDITION, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ADDITIONAL CONDUITS AND CONDUCTORS REQUIRED BY THE GENERATOR SUPPLIER FOR POWER TO THE BATTERY CHARGER, OiL PAN HEATER, BLANKET HEATER AND CONTROLS, REFER TO THE PANEL SCHEDULES FOR ADDITIONAL INFORMATION. IF REQUIRED BY THE GENERATOR SUPPLIER THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS AND CONDUCTORS BETWEEN THE GENERATOR AND THE BUILDING FOR A REMOTE SENSOR PANEL. IF REQUIRED BY THE GENERATOR SUPPLIER, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUITS AND CONDUCTORS BETWEEN THE GENERATOR AND THE "ATS" FOR THE LOW -VOLTAGE CONTROLS. 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW CONDUIT BETWEEN THE NEW "ATS", BEiNG PROVIDED BY THE OWNER AND A NEW METAL WIREWAY FOR THE BRANCH PANELS INSIDE THIS BUILDING. THE NEW CONDUIT SHALL BE A MINIMUM OF THREE INCH (39 AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMiL, THWN, CII, AND ONE (1) w2 THWN, CU, GROUND. Id PROVIDE A NEW METAL WinWAY ON THE EXISTING EXTERIOR ELECTFJCAL EQUIPMENT WALL. THE METAL WIREWAY SHALL BE A MINIMUM OF SIX INCHES (69 SQUARE AND THE LENGTH SHALL BE A MINIMUM OF TWO FEET (201. THE WIREWAY SHALL BE WEATHER-PROOF WITH A REMOVABLE COVER 15 PROVIDE A NEW CONDUIT AND FEEDER BETWEEN THE NEW METAL WIREWAY AND THE NEW DISCONNECT SWITCH AS NOTED. THE CONDUIT SHALL BE A MINIMUM OF TWO INCH (211) AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) M/0 THUUN, CU. AND ONE (1) 04 THULN, CU, GROUND. PROVIDE A TAFFED CONNECTION OF THESE NEW CONDUCTORS t0 THE NEW CONDUCTORS NOTED IN 13 ABOVE. THE TAPS SHALL BE MADE USING KUPLER TAPS WHICH WiLL BE PROPERLY SIZED FOR BOTH TAP AND RUN CONDUCTOR SIZES. Ib PROVIDE A NEW DISCONNECT FOR THE NEW BRANCH CIRCUIT PANEL AS NOTED. THE DISCONNECT SHALL BE (NEMA 3R RATED, 240 VOLT, 3 WIRE, SIN, 200 AMP RATED WiTH CLASS R FUSE REJECTION CLiPS. PROVIDE THIS DISCONNECT WITH 125 AMP RATED FUSES. 11 PROVIDE A NEW CONDUIT AND FEEDER BETWEEN THE NEW DISCONNECT SWITCH AND THE NEW BRANCH CIRCUIT PANEL IN THE BUILDING AS NOTED. THE CONDUIT SHALL BE A MINIMUM OF TWO INCH 0") AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) #1/0 THUUN, CU. AND ONE (1) 04 THWN, CU, GROUND. 18 LOCATE ONE (U OF THE SEVEN (1) EXISTING TWO INCH (29 CONDUITS AND EXTEND UP TO THE NEW DISCONNECT SWITCH AS NOTED. 19 THERE APPEAR TO BE A TOTAL OF SEVEN (1) CONDUITS BETWEEN THE EXTERIOR ELECTRICAL EQUIPMENT WALL AND VARUDUS SPACES NSIDE THE SHELL BUILDING. THESE CONDUITS ARE ROUTED UNDERGROUND AND STUB UP AT THE WALL AND INSIDE THE BUILDING. EACH CONDUIT AFFEARW TO BE A TWO INCH l29 TRADE SIZE SCHEDULE 40 PVC, VERIFY THE SIZE AND THEIR ROUTING PRIOR TO BID. 20 LOCATE ONE (U OF THE SEVEN (1) EXISTING TWO INCH (2") CONDUITS INSIDE THE BUILDING AND EXTEND UP AND OVER TO THE NEW BRANCH CIRCUIT PANEL AS NOTED. 2R PROVIDE A NEW CONDUIT AND FEEDER BETWEEN THE STUBBED UP EXISTING CONDUIT AND THE NEW BRANCH CiRCUIT PANEL IN THE BUILDING AS NOTED. THE CONDUIT SHALL BE A MINIMUM OF TWO INCH (2") AND THE CONDUCTORS SHALL CONSIST OF FOUR (4)1/0 THAN, CU. AND ONE (U 04 THWN, CU, GROUND. 22 PROVIDE A NEW MAN DISCONNECT SWITCH FOR THiS OFFICE AS NOTED. THE DISCONNECT SHALL BE NEMA 3R RATED, 240 VOLT, 3 WIRE, SM, 400 AMP RATED WiTH CLASS R RUSE REJECTION CLIPS. PROVIDE T1415 DISCONNECT WITH 250 AMP RATED FUSES. 23 ROUTE A NEW CONDUIT WiTH CONDUCTORS BETWEEN THE NEW MAIN DISCONNECT SWITCH AND THE NEW AUTOMATIC TRANSFER SWITCH (ATS) AS NOTED. THE CONDUIT SHALL BE A MINIMUM OF THREE INCH (3") AND THE CONDUCTORS SHALL CONSIST OF FOUR (4) 300 KCMIL, TH1U1N, CU., AND ONE (R) 02 THWN, CU., GROUND. N m v, r O Off„ q O Ca p e r �o Y cc cc $ �! W .8r* REVISIONS BY PERMIT SUBMISSION Im-m9-m9 H� U w x V N 1�1 M H y N 4 O C A� k� N O m U 0 cc W LIGHTING FIXTURE SCHEDULE FOR: Dorado OMce Bulldtn DATE: 10/05/09 TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. A 6.15` RECESSED FLUORESCENT DOIINLIGW, VERTICAL LiGHTOLIER I i 120 (U 32W TTT, 4 -PN 02 LAMP, CLEAR DIFFUSE RW`.ECTORI5ELF-R4NGE TRiM 1I01C0AI0F2642U 3000 DEG. K CKT. No. RM, WIFRAIIE NOWIC HOUSN•a, ELECTRONIC BALLAST. BREAKER AMPS/POLES VOLT/AMPS PER PHASE NOTES B 5' REGESSEP FLUORESCENT SHOWER LIGHT, DROPPED LiGWOLIER 0 120 lD 2(oW TIT, 4 -PN A 13 C ETCFMD GLASS DOME, UL WET LABEL. IM4/>,'d0F26U RTACU-I 3500 DEG. K C WCESSED 2X2 3 -LAMP LAYIN DiRECTANDIRECT RUORESCENT, LiGHTOLIER 0 120 (3) F11T8/835 3OA-2P FEWORATEP MESH CENTER BASKET UTH 04ITE OYMAY, CFS2GHP311-WV-PG / zs 3 683% EFFICIENT, WTT4 (2) PROGRAM START ELECTRONIC toil- 2,506 THE EXACT LOCATION WiTH THE OWNER AND PROVIDE THE CONDUIT AND CIRCUITRY UNIVERSAL VOLTAGE M TWO BALLAST, INBOARD/OUT (30 GAL. 4.5 Kul) AS REQUIRED FOR CONNECTION. REFER TO THE "SCHEMATIC WiRING DIAGRAM No. 2;50 StUITC41DYs. A � 5 --------- D RECESSED 2X2 2 -LAMP RECESSED FLUORESCENT, WITH DRYWALL LiGHTOLIER 6 120 (2) T8U6 LAMPS FUTURE EXTERIOR LIGHTING CEILNG FRAME AND OW MN 11 ACRYLIC PRISMATIC LENS. SP67FPAVA26Ui20AI / /// 200 TYPE "F" LIGHT IN THIS ROOM. DIMMERS SHALL BE PHILInA-IGHTOLIER "MOMENTUM WIVERSAL VOLTAGE M THD BALLAST. PROVIDE PLASTER RTACU-2 35A -3F8 PHOTOCELL, FRAV E KIT AS REWIRED. FUTURE EXTERIOR LIGHTING 20A -IP F 3' ADJUSTABLE RECESSED LOUT -VOLTAGE DOWNLEGHT, LIC-4TOLIER • 120 (1) 50 WATT MR16 --------- C0*ORT CLEAR REFLECTOR, WHITE SELF-RMiGE, WiTH SOFT C3MRDCCDW/C3LVEvAmSF 206 36 -DEGREE BEAM 10 FOCUS LENS, ELECTRONIC )TKR 20A -IP PHILIPS 50MRCI6/FL3b/E> N EM 2 -HEAD EMEIOENCY LIGWM WIT, WHITE Ti.1ESMOPLASTIC LiGNTOLIER • 120/2M FJW154M 111111A ROUSING, CONCEALED LAMM, LEAD CALCUL BATTERY, E118L-TW 12 FUTURE EXTERIOR LIGHTING 20A-iP 6V, WATT TUNGSTEN HAL004 LAMP 200 EMC 2 -DEAD RECESSED MM FULLY CONCEALED (WALL) EMER SETNCY GONCEALITE • 120 (2) 50W MR16 LiGNTIAK, WIT WITH FLU%% MOTORIZED DOOR (OPEN ON (4) F5-50-90 2OA-IP PJFNISFED LOSS OF N014MAL. POWER INTEGRAL BATTERY. 15 --------- T6 OR TiO 6 OR 10 FT, SINGLE CICUiT UINITE TRACK, SURFACE MOUNTED. LiGHWOLIER • 120 WA FUTURE EXTERIOR LIGHTING PROVIDE COMPLETE WiTH ALL REQUIRED MOWWNG 4ARDWAFE, (70021km 200 POWER FEED, ETC, REFER TO DRAWM FOR FW LAYOIIT(S). --------- "'_' TH LOV-VOLTAGE MNIM;E RETA%UL.AR TRACK FIXRIRE, LIGWOLIER 0 120A2 SOW T4 51 -PN WHITE FNSIR MOWTANSTALL ON TYPE 'M' TRACK 22KRUP GY635 BASE UC3 3FT WDER CABINET LIGHT, LOW PROFILE BODY, W ITE PPjWDE LiGWOLiER • 120 (1) we 13W PFI (331) 20 LENGTWS) AS REQUIRED FOR END-TO-END CABINET RUN. T6Li813W (335') 100 1 / ////V/ UC4 4FFT WDER CABINET LIGHT, LOW PROFILE BODY, WHITE. PROVIDE LIGWOLIER • 120 (2) 319 PFI (42') LENGTHIS) A5 REQUIRED FOR END -TO -FNA CABINET RUN. TSL0213W (425') CONTACTOR No, l 20A -1P XA SELF -POWERED SINGLE FACE EDGE -LIT EXIT SIGN, LED GREEN LIGWOLIER 1201211 FUR41%IED SPARE BREAKER LETTERS ON CLEAR BACKGRAWD, MOUNTNG/C[ EVFMS LMNIGC 4 AN2GMA // // :'"„• 24 AS NOiEDA;EWRED, 5RhRED ALUMNJM TRIM RING. 20A -IP XB SAME AS TYPE 9(A` EXCEPT DOUBLE FACE, GREEN LETTERS LIGWOLIER 120/211 FURNIS}ED ••""' ON M1 BACKGROWD. L&UGMA 26 SPARE BREAKER LIGHT FIXTURE SCHEDULE GENERAL NOTES: 1) MRIb LAMPS SHALT- BE PHILIPS CCNTNUUM MRC SERIES. 2) ALL 141D BALLASTED FIXTURES SHALL BE FUSED WITH GLR FUSERISE BOLDER 3) ALL FLUORESCENT BALLASTS SHALL BE WIVERSAL VOLTAGE TYPE 4) ALL FLUORESCENT LAMPS SHALL PHILIPS ALTO II SERIES LOW T°ERCURY, CRi OF 85 OR HIGHER 5) ALL FIXNRES SHALL iBE RIR41SHED WITH FACTORY RIRNISRED N -LINE DISCORZCT PER IEC. PANEL "B" SEC PROJECT NO. EK -0303 PANEL VOLTAGE - 120/208VOLT, 3 PHASE, 4 WIRE AND GROUND MAIN SiliNG: BUS SiliNG: 125 225 AMP MAIN CIRCUIT BREAKER AMP BUSSING MOUNTING: SURFACE LOCATION: ELECTRICAL ROOM O PROVIDE A FLUSH OUTLET IN THE TOWER AS DIRECTED BY THE OWNER FOR a TYPE "Co LiGHTING FIXTURES IN THIS ROOM. INSTALLATION OF FUTURE LIGHTING. VERIFY THE EXACT LOCATION AND MOUNTING U HEIGHT PRIOR TO NSTALLATiON. PROVIDE A SWITCH FOR CONTROL OF THE FUTURE 02 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A BATTERY LIGHTS. OPERATED BALLAST IN THIS LIGHT FIXTURE. CKT. No. LOAD DESCRIPTION BREAKER AMPS/POLES VOLT/AMPS PER PHASE NOTES CKT. NO. LOAD DESCRIPTION BREAKER AMPS/POLES VOLVAMPS PER PHASE NOTES A 13 C A B C 1 RTACU-I 35A-31`1 2,506 % // //// CIRCUIT TRACK WITH TRACK LIGHTS. 2 ELECTRIC WATER HEATER 3OA-2P 2;50 % / / zs 3 --------- toil- 2,506 THE EXACT LOCATION WiTH THE OWNER AND PROVIDE THE CONDUIT AND CIRCUITRY 4 (30 GAL. 4.5 Kul) AS REQUIRED FOR CONNECTION. REFER TO THE "SCHEMATIC WiRING DIAGRAM No. 2;50 I" FOR ADDITIONAL INFORMATION. MOUNT THE PHOTOCELL ON THE BACK SiDE OF A � 5 --------- '►„' 401429-5644 FOR THE APPROPRIATE LAMP AND WATTAGE. 2,506 4mCh 6 FUTURE EXTERIOR LIGHTING 2OA-IP //// / /// 200 TYPE "F" LIGHT IN THIS ROOM. DIMMERS SHALL BE PHILInA-IGHTOLIER "MOMENTUM 1 RTACU-2 35A -3F8 PHOTOCELL, FOR THE APPROPRIATE LAMP AND WATTAGE. FUTURE EXTERIOR LIGHTING 20A -IP 200 COUNTER TOP FOR INSTALLATION OF FUTURE UNDERCABNET LIGHTS. PROVIDE A U 9 --------- ”"$ / // 206 t 10 FUTURE EXTERIOR LIGHTING 20A -IP 200 ii --------- ""' 111111A 2,506 12 FUTURE EXTERIOR LIGHTING 20A-iP 200 13 RTACU-3 SOA -3P 608 (? / / 14 FUTURE EXTERIOR LIGHTING 2OA-IP 200 15 --------- UNLATCHING � 6,896 //// 16 FUTURE EXTERIOR LIGHTING 20A -IP 200 11 --------- "'_' 6,896 18 FUTURE EXTERIOR LIGHTING 20A-iF 200 19 SPARE BREAKER 2OA-IP .,"„' �1/// // / 20 FUTURE EXTERIOR LIGHTING 20A -1P 100 1 / ////V/ 21 SPARE BREAKER 2OA-iP 12 CONTACTOR No, l 20A -1P / / 200 LATCHING 23 SPARE BREAKER 2OA-iP /// // // :'"„• 24 SPARE BREAKER 20A -IP 25 SPARE BREAKER 20A-iP ••""' //// /// 26 SPARE BREAKER 2OA-IP 21 SPARE BREAKER 20A-iF 28 SPARE BREAKER 2OA-IP 29 SPARE BREAKER 20A-iP // //// .toot,, 30 SPARE BREAKER 20A -1P Li 31 SPARE BREAKER 20A-iP "„"' /////i /// 32 SPARE BREAKER 2OA-1P LLIJ LL1jj L,1T 33 SPARE BREAKER 20A -1P 8.21 "„", m 34 SPARE BREAKER 2OA-iP A m m m o 6 ROUTE CONDUIT AND 35 SPARE BREAKER 20A -IP /// // ":"" 36 SPARE BREAKER 2OA-1P 31 SPARE BREAKER 20A -IP 38 TV$$ SURGE PROTECTION 30A -3P 300 39 SPARE BREAKER 20A -IP 40 --------- „a, // // 300 41 SPARE BREAKER 20A -IP 42 --------- "”'///// 300 S JB -TOTALS OF VA PER PHASE 11908 11908 11908 .- JB -TOTALS OF VA PER PHASE 3150 3150 900 PHASE LOADING: PHASE A-- PHASE B= PHASE C: 15 15 13 Kva Kva Kva TOTAL CONNECTED Kva = TOTAL DEMANDED Kva = TOTAL DEMANDED LOAD = 429 430 119.1 AMPS NOTES I. THE CONTRACTOR SHALL REFER TO THE "POWER RISER DIAGRAM” FOR FEEDER AND CONDUIT SIZING AND ADDITIONAL INFORMATION ABOUT THIS PANELBOARD. 2. THE BASiS OF DESIGN FOR THIS PANEL SHALL BE SQUARE D, "NQOD" STYLE PANELBOARD UTH PLUG -ON CIRCUIT BREAKERS AND SURFACE MOUNT COVER 3. PROVIDE THiS PANEL WiTH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION 4. PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING "PANEL 'B' - 120/208 VOLT, 3 PHASE, 4 WIRE". S. THE ENGRAVED LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT ON THE FRONT COVER WITH SCREWS. 6. ALL CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22OW AIL, RMS, SYM. AND THE LABEL SHALL BE ViSIBLE WITHOUT THE NEED TO REMOVE A COVER 1. PROVIDE T1416 PANEL WITH A FACTORY INSTALLED, INTEGRAL MOUNTED, TRANSIENT -VOLTAGE SURGE SUPPRESOR RATED A 30KA MINIMUM. 8. ALL PANELS ON THIS PROJECT SHALL HAVE A CYLINDER LOCK ALL PANEL LOCKS SHALL BE KEY ALIKE ON THiS PROJECT. THIS PANEL SHALL HAVE A HANDLE TO OPEN THE LOCK 9. THIS NOTE WAS NOT USED. D I Ci,*hl VnMnoarinq Consultants, Inc. .e Ida 32789 i-5815 D05362 EK -0903 FLOOR PLAN - LIGHTING NOTES OI THE ELECTRICAL CONTRACTOR SHALL PROVIDE DUAL LEVEL SWITCHING OF ALL O PROVIDE A FLUSH OUTLET IN THE TOWER AS DIRECTED BY THE OWNER FOR a TYPE "Co LiGHTING FIXTURES IN THIS ROOM. INSTALLATION OF FUTURE LIGHTING. VERIFY THE EXACT LOCATION AND MOUNTING U HEIGHT PRIOR TO NSTALLATiON. PROVIDE A SWITCH FOR CONTROL OF THE FUTURE 02 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A BATTERY LIGHTS. OPERATED BALLAST IN THIS LIGHT FIXTURE. x 10 PROVIDE A FLUSH OUTLET FOR CONNECTION OF THE FUTURE EXTERIOR LIGHTING 3O PROVIDE CONNECTION TO THE BATHROOM EXHAUST FAN AS REQUIRED. THE FAN AS DIRECTED BY THE OWER ROUTE A ONE-HALF INCH (1/2") CONDUIT WITH THREE SHALL RUN WiN THE LiGHT. (3) +12 THEN, CU. TO THE PANEL AS NOTED VIA CONTACTOR No. i FOR THE FUTURE LIGHTING. VERIFY THE EXACT LOCATION AND MOUNTING WEIGHT FOR THIS JUNCTION 4O PROVIDE, INSTALL AND CONNECT TEN FEET (10-09 OF SURFACE MOUNTED, SINGLE BOX WITH THE OWNER PRIOR TO INSTALLATION. REFER TO "SCHEMATIC WIRING 0. THE POOSl -TALL CIRCUIT TRACK WITH TRACK LIGHTS. DIAGRAM No. I" FOR ADDITIONAL INFORMATION. THE JUNCTION BOX SHALL BE zs MOUNTED ABOVE THE CEILING LINE WiTHIN THE BUILDING. 05 PROVIDE, NSTALL AND CONNECT SIX FEET (6-09 OF SURFACE MOUNTED, SiNGLE zs zs CIRCUIT TRACK WITH TRACK LIGHTS. 11 THiS 15 THE PROPOSED LOCATION OF THE PHOTOCELL FOR THIS PROJECT. VERIFY m THE EXACT LOCATION WiTH THE OWNER AND PROVIDE THE CONDUIT AND CIRCUITRY O PROVIDE, INSTALL AND CONNECT FOUR (4) SINGLE CIRCUIT DIMMERS FOR CONTROL AS REQUIRED FOR CONNECTION. REFER TO THE "SCHEMATIC WiRING DIAGRAM No. OF THE RESPECTIVE TRACK LIGHTS. DIMMERS SHALL BE PHiLIPS/LIGHTOLIER I" FOR ADDITIONAL INFORMATION. MOUNT THE PHOTOCELL ON THE BACK SiDE OF A � "MOMENTUM PRESET SLIDER DIMMERS" AND SHALL BE SELECTED BY JOE BURKE AT THE ROOF PARAPET. 401429-5644 FOR THE APPROPRIATE LAMP AND WATTAGE. 4mCh 12 T14i6 IS THE PROPOSED LOCATION OF CONTACTOR No. i AND THE TIME CLOCK AS O PROVIDE, INSTALL AND CONNECT A THREE-WAY (3 -WAY) DIMMER CONTROL FOR THE NOTED ON THE "SCHEMATIC WiRiNG DIAGRAM No. I". PROVIDE ALL CONDUITS AND TYPE "F" LIGHT IN THIS ROOM. DIMMERS SHALL BE PHILInA-IGHTOLIER "MOMENTUM INTERCONNECT CIRCUITRY AS REQUIRED. PRESET SLIDER DIMMERS" AND SHALL BE SELECTED BY JOE BURKE AT 401429-5644 PHOTOCELL, FOR THE APPROPRIATE LAMP AND WATTAGE. SO PROVIDE A FLUSH OUTLET BOX BELOW THE CABINETRY LOCATED ABOVE THE 0� COUNTER TOP FOR INSTALLATION OF FUTURE UNDERCABNET LIGHTS. PROVIDE A U SPAT. ROCKER SWITCH FOR CONTROL OF THE LIGHTING. ALL UNDERCABNET NEMA 3DR ENCLOSURES. LIGHTING CIRCUITS SHALL BE COLLETED TOGETHER AND ROUTE TO PANEL "A" AS t NOTED. D I Ci,*hl VnMnoarinq Consultants, Inc. .e Ida 32789 i-5815 D05362 EK -0903 THE CONTRACTOR SHALL PROVIDE AND INSTALL A PEWANENT LABEL ON EACH OF THE CONDUCTORS INDICATING THE PANEL AND BRANCH CIRCUIT NUMBER TYPICAL FOR ALL PHASE AND SWiTCWING CONDUCTOR LU a a LU a LUn a UC1LULU I a a U W TiME CLOCK No. I (TC -1) - iNTERMATiC x U 0. THE POOSl -TALL zs zs zs xs zs zs Zs xs m x ^a c CONT AND CONTROL THE "ON'AND THE TIME "OFF". W A � r p p U CV) r h 4mCh CLOCK SHALL CONTROL THE A PHOTOCELL, b 0� U 4) NEMA 3DR ENCLOSURES. t INTERMATIC o1C4321 THE CONTRACTOR SHALL PROVIDE AND INSTALL A PEWANENT LABEL ON EACH OF THE CONDUCTORS INDICATING THE PANEL AND BRANCH CIRCUIT NUMBER TYPICAL FOR ALL PHASE AND SWiTCWING CONDUCTOR ROUTE THESE CIRCUITS TO PANEL 'B" FOR FUTURE CIRCUIT CONNECTIONS. CIRCUITRY TO PANEL HI FOR CONTROL POWER "CONTACTOR No. 1', (C-1) SQUARE D ILXG80, MECHANICALLY HELD, EiGHT (8) POLE LIGHTNG CONTACTOR, N NEMA i ENCLOSURE WITH 120 VOLT COIL .SCHEMATIC WIRING DIAGRAM o. i EXTERIOR LIGHTING CONTROL- FOR BUILDING NO SCALE )OM IROOM )OM ROOM MOVISIONB I BY PERMIT j SUBMISSION LU a a LU a LUn a UC1LULU I a a U W x U zs zs zs xs zs zs Zs xs m x ^a c 6 x LL a W A � r p p U CV) r h 4mCh PHOTOCELL, b 0� U 4) t INTERMATIC o1C4321 UNLATCHING � C LATCHING � C Li Llij LLIJ LL1jj L,1T L J -1- L_ILJ L—,ri 8.21 a m A In 9n � m A m m m o 6 ROUTE CONDUIT AND ROUTE THESE CIRCUITS TO PANEL 'B" FOR FUTURE CIRCUIT CONNECTIONS. CIRCUITRY TO PANEL HI FOR CONTROL POWER "CONTACTOR No. 1', (C-1) SQUARE D ILXG80, MECHANICALLY HELD, EiGHT (8) POLE LIGHTNG CONTACTOR, N NEMA i ENCLOSURE WITH 120 VOLT COIL .SCHEMATIC WIRING DIAGRAM o. i EXTERIOR LIGHTING CONTROL- FOR BUILDING NO SCALE )OM IROOM )OM ROOM MOVISIONB I BY PERMIT j SUBMISSION z a H� U W x U z �V� m x ^a c 6 x LL a W A � r p p U CV) r h 4mCh b 0� U 4) t z OFFICE AREAS I ELECTRICAL ROOM �I �I /_0 8 R 12u 12 12 FINISHED FLOOR LIT TYPICAL FLOOR OUTLET BOX. 8 NOFE: REFER TO THE 0SW5" SPECIFICATIONS AND TABLES FOR ADDITIONAL INFORMATION REGARDING THE VOICE AND DATA INSTALLATIONS. PROVIDE A % BARE COPPER WIRE FROM THE RACK TO THE GROUND NG BAR, FRONT VIEW PROVIDE ATLANTIC SCIENTIFIC A 24501 SUI;sE PROTECTION AND DN RAiL FOR ALL INCOMING TELEPHONE LINES. T14E CONTRACTOR SHALL PROVIDE A MINIMUM OF SIX (6) SURGE PROTECTORS. PROVDE ADDITIONAL SURGE PROTECTORS FOR ALL ADDITIONAL PHONE LNES. MOUNT THE SUR3E PROTECTION DIN RAIL NEAR THE GROUNDING BAR PROVIDE A % BARE COPPER WIRE FROM THE DIN RAIL TO THE GROUNDING BAR PROVIDE SQ -D, 0 PK23GTA-L GROINDNG BAR FOR ALL GROUND CONNECTIONS. ROUTE ONE (1) % TWIN, CU. GROUND WIRE TO THE DIN RAIL AND THE 19" RACK AVOID SMALL RADIUS WIRE BENDS OF LESS THAN THREE INCHES (39. ROUTE A ONE NCH (I") CONDUIT WITH ONE (1) - 01/0 THU1, CU. TO THE MAN ELECTRICAL GROUND ROD. REFER TO THE "ELECTRICAL SERVICE GROUNDING DIAGRAM" FOR ADDITIONAL INFORMATION. STRUCTURED WIRING SYSTEM ISWS — — . ..o. -rte. .s �.... �� ,i. t .w.... ` . l NO SCALE STRUCTURED WIRING SYSTEM °SWS° (TELEPHONE AND DATA) RISER DIAGRAM NOTES OTHIS CONTRACTOR SHALL PROVIDE AND INSTALL THE CATEGORY 6, EIGHT (8) PIN MODULAR PATCH PANEL(S) WITH "EiA" 565A PINNING MOUNTED ON A SOLID (AS OPPOSED TO STRANDED) COPPER EACH INDIVIDUAL CONDUCTOR MUST BE ENCLOSED IN STANDARD BAND MARKED COLOR -CODED PLENUM 08 PROVIDE A FOUR (4) PORT TELECOMMUNICATIONS OUTLET (T/0) FOR PHONE, DATA OR FAX CONNECTIONS AS REQUIRED BY THE OWNER CASING. THE 4 -PAIR UNSWIELDED TWI5TED PAiR (UTP) CABLE MUST BE AT "IEEE" 13 PROVIDE, INSTALL AND CONNECT A DEDICATED TELEPHONE LINE FOR CONNECTION OF THE "iDS" PANEL. ROUTE A CATEGORY 6 CABLE FROM TOGETHER USiNG PLENUM -RATED TIE -WRAPS EVERY V-0" AND SHALL BE SECURED TO THE STRUCTURE ABOVE THE CEILING, BUT NOT TO THE CEILING. NEW I9" FLOOR MOUNTED RACK THE RACK 614ALL BE PROVIDED AND INSTALLED BY TME SYSTEMS CONTRACTOR AND SHALL BE LOCATED TWO THE PORT AND AT ITS CORRESPONDING PORT ON THE PATCH PANEL(S) 09 THiS CONTRACTOR SHALL PROVIDE AND INSTALL THE NEW FREE STANDING N GENERAL, THE T/0 DEVICE5 WiLL BE ARRANGED WITH THE VOICE PORT (V) THE 106" PANEL TO THE TELEPHONE COMPANY DEMARCATION POINT AT THE TELEPHONE TERMINAL BOARD AS SHOUT. THE CONTRACTOR SHALL AS 295 FEET. TO MINIMIZE INTERFERENCE BETWEEN PAiRS, EACH PAiR OF FEET (2'-09 AWAY FROM ANY WALL IN THE ROOM AS NOTED. SUPPORT THE (120 VOLTS OR GREATER) CIRCUITS. WHERE THE CABLES AND A HiGH CONDUCTORS MUST HAVE A MINIMUM TWIST RATE OF TWO TURNS PER FOOT NINTEEN INCH (IS") RACK FOR TME INSTALLATION OF PATCH PANELS, WIRE MANAGEMENT PANELS AND FOR THE "SWS" EQUIPMENT TO BE PROVIDED BY VOLTAGE CIRCUIT MUST BE IN CONTACT, THE CABLES SHALL BE INSTALLED PROVIDE AN RJ31X TELEPHONE JACK iN THE iDS PANEL FOR C NNECTION OF THE IDS PANEL BY THE OWNERS CONTRACTOR COORDINATE WITH THE Di-XXX-YYY OR D2-)XX-YYY FOR DATA "XXX" DENOTES THE ROOM NUMBER AND "YYY" IDENTIFIES THE PARTICULAR PORT IN A UNIQUE WAY RACK AT THE FLOOR AND FROM A WALL. PROVIDE ENOUGH MODULAR PATCH PANELS TO ACCEPT ALL OF THE NEW CATEGORY 6 CABLES FOR ALL OF ACCOMMODATE TERMINATION FONTS. THE UTP CABLE MUST MEET OR EXCEED (le. 001, 002, ETC.). THE FOURTH PORT WILL BE PROVIDED WITH A BLANK THE CONTRACTOR AND ADDITIONAL EQUIPMENT TO BE PROVIDED BY THE THE REQUIREMENTS OF THE ANSIITIA/EiA-568-8. WHERE THE CABLE 18 INSTALLED LOCAL TELEPHONE COMPANY INSTALLER FOR THE CONNECTION POINT AT 6. THE INSTALLING CONTRACTOR FOR THE CABLES SHALL BE RESPONSIBLE THE NEW T/0 DEVICES W41CH ARE SMOUN ON THESE DRAWINGS PLUS ALLOW 25 FOR FINAL TERMINATIONS AND CONNECTIONS AT BOTH ENDS OF THE NEW OWNER COORDINATE WITH THE OWNERS INSTALLED SYSTEMS CONTRACTOR N 3. ALL CATEGORY 6 CABLES SMALL BE ROUTED N CONDUIT FROM THE WALL TELEPHONE COMPANY DEMARCATION TERMINAL. PERCENT (25%) SPARE FOR FUTURE EXPANSION. THE PATCH PANEL(S) SHALL BE KRONE 6653-1-141-24 SERIES WITH PORTS AS REQUIRED, 3 PANELS MiNIMUM. ►NSTALLER SHALL MAKE ALL TERMINATIONS AT THE PATCH PANEL. FOR THE SIZE, WEIGHT AND LOCATION OF ALL EQUIPMENT TO BE INSTALLED ON THIS RACK PROVIDE GROUNDING OF THE RACK TO THE GROUND BUS 14 PROVIDE, INSTALL AND CONNECT A DEDICATED TELEPHONE LINE FOR LOCATED ON THE NEW "TTB" AS SHOWN. GROUNDING CONDUCTOR SHALL BE CONNECT[ON OF THE "FACP" PANEL. ROUTE A CATEGORY 6 CABLE FROM THE 'FAS PANEL TO THE TELEPHONE COMPANY DEMARCATION POINT AT OTHiS CONTRACTOR SHALL PROVIDE AND INSTALL THE NEW WIRE MANAGEMENT PANELS AS REQUIRED FOR THE NEW RACK AND PATCH PANEL ASSEMBLY. A % THWN, COPPER PROVIDE ALL RACK HARDWARE, ANCHORS AND ALL WIRE MANAGEMENT TRAYS REQUIRED FOR A COMPLETE INSTALLATION. 0 THE TELEPHONE TERMINAL BOARD AS SHOWN. THE CONTRACTOR SHALL PROVIDE AN RJ31X TELEPHONE JACK iN THE FACP PANEL FOR CONNECTION THE WIRE MANAGEMENT PANELS) SHALL BE KRONE %653-2-101-03. oac. aa.� OF THE 'FAS" PANEL BY THE OWNERS CONTRACTOR COORDINATE WITH THE 03 THIS CONTRACTOR SHALL PROVIDE SPLiT "D" RiNG TYPE WIRE MANAGEMENT I1DPROVIDE A ONE INCH (19 CONDUIT CONCEALED BELOW THE FLOOR OVER TO LOCAL TELEPHONE COMPANY INSTALLER FOR THE CONNECTION PONT AT ON THE NEW "TTB" FOR INSTALLATION AND ROUTING OF THE CABLES. THE WALL AND ABOVE T14E CEILING. ROUTE THREE (3) CATEGORY 6 CABLES TO THE PATCH PANEL AS REQUIRED (TYPICAL FOR ALL FLOOR OUTLETS). TELEPHONE COMPANY DEMARCATION TERMINAL. OTHIS CONTRACTOR SHALL ALLOW SPACE ON THE NEW "TTB" FOR INSTALLATION OF THE LOCAL TELEPHONE COMPANY SUFE PROTECTION AND DEMARCATION. li PROVIDE ONE (1) PATCH CORD, SEVEN FEET (1'-09 N LENGTH FOR EACH � 15 PROVIDE, INSTALL AND CONNECT A TWENTY-FOUR (24) PORT, RJ -11 MODULAR Cab BLOCK FOR THE TELEPHONE COMPANY LINE INTERFACE. INSTALL THE t .b CABLE CONNECTED TO THE PATCH PANEL. THE PATCH CORD SHALL BE MODULAR 66 BLOCK ONTO THE TELEPHONE TERMINAL BOARD. O THIS CONTRACTOR SHALL ALLOW SPACE ON THE NEW "76" FOR INSTALLATION AS MANUFACTURED BY PRESTOLITE WERE CORP. AND EACH PATCH CORD OF THE OWNER PROVIDED TELEPHONE SYSTEM BY OTHERS. SHALL BE THE SAME COLOR AS THE CABLE WHICH 15 CONNECTED AT THE PATCH PANEL. O PROVIDE A ONE NCH (19 CONDUIT STUBBED ABOVE THE CEILING. ROUTE THREE (3) CATEGORY 6 CABLES TO THE PATCH PANEL AS REQUIRED (TYPICAL). I2 PROVIDE ONE (1) PATCH CORD, TEN FEET OV -09 IN LENGTH FOR EAC14 FOUR (4) PORT TELECOMMUNICATIONS OUTLET TO BE INSTALLED AT THIS FACILITY. THE PATCH CORD SMALL BE AS MANUFACTURED BY PRESTOLiTE 1 O ROUTE ALL NEW CATEGORY 6 CABLES THROUGH THE CEILING OF THE ROOM WIRE CORP. AND SMALL BE PRESTOLITE PART rP6A-WTI0. FOR THE TELEPHONE EQUIPMENT AND ACROSS THE "TTB" TO THE PATCH PANEL(S) AS REQUIRED. BUNDLE THE CABLES NEATLY AND ROUTE THROUGH THE WIRE MANAGEMENT SYSTEM. SECURE THE CABLES WITH PLENUM -RATED TiE-WRAPS EVERY THREE FEET (3'-0") OF CABLE LENGTH. OFFICE AREAS I ELECTRICAL ROOM �I �I /_0 8 R 12u 12 12 FINISHED FLOOR LIT TYPICAL FLOOR OUTLET BOX. 8 NOFE: REFER TO THE 0SW5" SPECIFICATIONS AND TABLES FOR ADDITIONAL INFORMATION REGARDING THE VOICE AND DATA INSTALLATIONS. PROVIDE A % BARE COPPER WIRE FROM THE RACK TO THE GROUND NG BAR, FRONT VIEW PROVIDE ATLANTIC SCIENTIFIC A 24501 SUI;sE PROTECTION AND DN RAiL FOR ALL INCOMING TELEPHONE LINES. T14E CONTRACTOR SHALL PROVIDE A MINIMUM OF SIX (6) SURGE PROTECTORS. PROVDE ADDITIONAL SURGE PROTECTORS FOR ALL ADDITIONAL PHONE LNES. MOUNT THE SUR3E PROTECTION DIN RAIL NEAR THE GROUNDING BAR PROVIDE A % BARE COPPER WIRE FROM THE DIN RAIL TO THE GROUNDING BAR PROVIDE SQ -D, 0 PK23GTA-L GROINDNG BAR FOR ALL GROUND CONNECTIONS. ROUTE ONE (1) % TWIN, CU. GROUND WIRE TO THE DIN RAIL AND THE 19" RACK AVOID SMALL RADIUS WIRE BENDS OF LESS THAN THREE INCHES (39. ROUTE A ONE NCH (I") CONDUIT WITH ONE (1) - 01/0 THU1, CU. TO THE MAN ELECTRICAL GROUND ROD. REFER TO THE "ELECTRICAL SERVICE GROUNDING DIAGRAM" FOR ADDITIONAL INFORMATION. STRUCTURED WIRING SYSTEM ISWS — — . ..o. -rte. .s �.... �� ,i. t .w.... ` . l NO SCALE STRUCTURED WIRING SYSTEM (SWS) STANDARDS USED FOR 1. THE nM" SHALL CONSIST OF TWISTED -PAIR CABLE. THE CABLE MUST BE OF 24 AMERICAN WIRE GAUGE (AWS) TYPE. EACH CONDUCTOR MUST BE MADE OF 2. THE FOUR (4) PORT TELECOMMUNICATIONS OUTLET (T/0) SHALL BE AS REQUIRED BY THE OWNERS INSTALLED SYSTEMS CONTRACTOR. VERIFY 5. ALL CATEGORY 6 CONDUCTORS SHALL BE ROUTED IN CONDUIT WITHN WALLS AND BELOW FLOORS. CATEGORY 6 CABLES SHALL BE ALLOWED SOLID (AS OPPOSED TO STRANDED) COPPER EACH INDIVIDUAL CONDUCTOR MUST BE ENCLOSED IN STANDARD BAND MARKED COLOR -CODED PLENUM THE BACK BOX SIZE REQUIREMENTS PRIOR TO ROUGH IN OF THE DEVICE. MOUNT THE JACKS iN THE FACE PLATE AND LABEL AS REQUIRED HEREIN. TO BE ROUTED EXPOSED N FREE-AIR ABOVE CEILINGS AS NOTED ON THE DRAWINGS AND HEREIN. THE CABLES SHALL BE NEATLY BUNDLED CASING. THE 4 -PAIR UNSWIELDED TWI5TED PAiR (UTP) CABLE MUST BE AT "IEEE" THE INSTALLING CONTRACTOR SHALL PROVIDE EACH FACE PLATE WITH NOMENCLATURE AND EACH PORT SHALL BE INDIVIDUALLY IDENTIFIED AT TOGETHER USiNG PLENUM -RATED TIE -WRAPS EVERY V-0" AND SHALL BE SECURED TO THE STRUCTURE ABOVE THE CEILING, BUT NOT TO THE CEILING. LEAST CATEGORY 5E TYPE. CATEGORY 6 CABLE iS RATED FOR 8025 16 Mb s TOKEN RING STANDARDS, ATM 52A55 MBPS, CODI 100MP/5, AND THE PORT AND AT ITS CORRESPONDING PORT ON THE PATCH PANEL(S) THE CABLES SHALL BE INSTALLED iN A MANNER AS TO ALLOW A MINIMUM OF 100 BASE TX. FOR 105ASET, THE MAXIMUM LiNK DISTANCE 18 SPECIFIED N GENERAL, THE T/0 DEVICE5 WiLL BE ARRANGED WITH THE VOICE PORT (V) 10" OF CLEAR DISTANCE BETWEEN ALL CABLES AND ANY HIGH VOLTAGE AS 295 FEET. TO MINIMIZE INTERFERENCE BETWEEN PAiRS, EACH PAiR OF AT THE TOP AND THE DATA (Dl AND D2) PORTS BEING SECOND AND THiRD (120 VOLTS OR GREATER) CIRCUITS. WHERE THE CABLES AND A HiGH CONDUCTORS MUST HAVE A MINIMUM TWIST RATE OF TWO TURNS PER FOOT PORTS. THE LABELING SYSTEM SMALL BE V-XXX-YYY FOR VOICE AND VOLTAGE CIRCUIT MUST BE IN CONTACT, THE CABLES SHALL BE INSTALLED WiTH ADJACENT PAIRS HAVING DIFFERENT TWiST RATES. N ADDITION, NO MORE THAN 1/2 INCH OF EXTERIOR CABLE SHEATH SHALL BE STRIPPED BACK TO Di-XXX-YYY OR D2-)XX-YYY FOR DATA "XXX" DENOTES THE ROOM NUMBER AND "YYY" IDENTIFIES THE PARTICULAR PORT IN A UNIQUE WAY AT NINETY DEGREES (90") TO THE HIGH VOLTAGE CIRCUITRY. ACCOMMODATE TERMINATION FONTS. THE UTP CABLE MUST MEET OR EXCEED (le. 001, 002, ETC.). THE FOURTH PORT WILL BE PROVIDED WITH A BLANK THE REQUIREMENTS OF THE ANSIITIA/EiA-568-8. WHERE THE CABLE 18 INSTALLED FOR FUTURE AND SHALL BE LABELED "SPARE". 6. THE INSTALLING CONTRACTOR FOR THE CABLES SHALL BE RESPONSIBLE N A RETURN-AiR PLENUM THE CABLE SHALL HAVE A "PLENUM" RATING. WHERE FOR FINAL TERMINATIONS AND CONNECTIONS AT BOTH ENDS OF THE NEW THE CABLE IS INSTALLED ABOVE A CEiLNG WHiCH 15 NOT USED AS A RETURN -AIR PLENUM THE CABLE SHALL NOT BE REQUIRED TO HAVE A "PLENUM" RATING. N 3. ALL CATEGORY 6 CABLES SMALL BE ROUTED N CONDUIT FROM THE WALL CATEGORY 6 CABLES. COORDINATE WITH THE OWNER FOR ANY PARTICULAR NUMBERING SEQUENCE REQUIRED AT EACH END OF CABLE. THIS CABLE OUTLET BOX TO ABOVE THE CEILING. BUNDLE ALL CABLES NEATLY AND ►NSTALLER SHALL MAKE ALL TERMINATIONS AT THE PATCH PANEL. re�.,..rr.r Tre nen,tec e%�ery Tlleiee tett /2r_m"I r= /' ARI t I LTSrTL! I ARE TO BE MOUNTED A MINIMUM OF FiVE FOOT (V-09 ON CENTER COLOR IDENTIFICATION OUTSIDE JACKET COLOR USED FOR TIO PORT LOCATION WiHITE-BLUE/5LUEAl1MITE F r%wy IVC IlG-WCw[-V GrLl�r rnl�1- r 1-4-1 %� -w r — vrr T14E CABLES SHALL BE ROUTED ABOVE ALL HiGH VOLTAGE (120 VOLT OR GREATER) CIRCUITRY AT A MINIMUM OF 10" CLEARANCE BETWEEN TME CABLE AND THE HiGH VOLTAGE CIRCUIT. WHERE CABLES AND HIGH VOLTAGE CIRCUITS MUST BE IN CONTACT, THE CABLES SMALL CRO65 TME MIGM VOLTAGE CIRCUITS AT A 90 DEGREE ANGLE. THE CABLES SMALL BE PAIR No. 2 WHITE TELEPHONE TOP LEFT PORT BLUE DATA BOTTOM LEFT PORT GREY DATA BOTTOM RIGHT PORT SUPPORTED FROM THE ROOF STRUCTURE BY MEANS OF "J -HOOKS" WHICH I ARE TO BE MOUNTED A MINIMUM OF FiVE FOOT (V-09 ON CENTER COLOR IDENTIFICATION COLOR CODE ABBREVIATION PAIR No. I WiHITE-BLUE/5LUEAl1MITE W-BLBL-W PAIR No. 2 WHITE-ORANGE/ORANGEMPITE W -0/O -W PAIR No. 3 WHITE-GREEN/GREENAUHITE W-G/G-W PAIR No. 4 WHITE-BROWN/BROU ALWITE W-BRBR-W 4, UPON COMPLETION OF THE INSTALLATION OF ALL CABLES EACH CABLE SHALL BE TESTED FOR CIRCUIT CONTNUNITY AND CONDUCTIVITY. THE THE INSTALLING CONTRACTOR SHALL PERFORM A TEST OF EACH CABLE "U51NG A RECENTLY CALIBRATED AND CERTIFIED LEVEL 2, CATEGORY 6 TESTER UPON COMPLETION OF THE TEST THE INSTALLING CONTRACTOR SMALL PROVIDE THE ENGINEER WiTH TYPED COPIES OF THE TEST RESULTS WHICH WiLL INDICATE THE VOICE OR DATA PORT IDENTIFICATION NUMBER AND SHALL NOT EXCEED THE VALUES GIVEN BY THE ELECTRONIC INDUSTRIES ASSOCIATION (EiA) WHiCH 15 LISTED iN THE TABLES BELOW. L s r 120 V, DEDICATED CIRCUIT (A-13) 120 V, DEDICATED CIRCUIT (A-5) 120 V, DEDICATED CIRCUIT (A-11) 120 V, DEDICATED CIRCUIT (A-19) NOTE: ALL CONDUITS TO BE THREE-QUARTER NCH (3/4") OTHERWISE NOTED, PROVIDE A PULL WIRE IN ALL EMPTY CONDUITS UNLESS OTHERWISE NOTED. VERIFY THE QUANTITIY OF T/0 DEVICES REQUIRED PRiOR TO INSTALLATION. PROVIDE AND INSTALL A NEW TELEPHONE TERMINAL BOARD (TTB) AT THIS FACILITY. THE BOARD SHALL BE SiX FEET (6'-09 HIGH SIX FEET (4'-0") WIDE AND 5/6" PRES5URE- TREATED MARNE PLYWOOD AND SHALL BE PANTED TO MATCH THE COLOR OF THE WALL. MOUNT BOTTOM OF THE TTB AT ONE FOOT (I'-0") ABOVE THE FLOOR. FIRE ALARM SYSTEM (FAS) CONTROL PANEL AND INTRUSION DETECTION SYSTEM (iDS) CONTROL PANEL. VERIFY THE EXACT LOCATION AND CONNECTION REQUIREMENTS. .zzv FAS i 14 i s i i s PROVIDE DEDICATED PROVIDE DEDICATED TELEPHONE CABLE IN TELEPHONE CABLE IN A ONE-HALF INCH (1R") A CNE -HALF INCH (1/2") CONDUIT FOR FAS. CONDUIT FOR IDS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL THE NEW TELECOMMUNICATIONS CONDUITS FOR SERVICE TO THIS FACILITY. ROUTE TWO (2) NEW CONDUITS FROM THE TELEPHONE TERMINAL BOARD (TTB) TO THE OUTSIDE BUILDING TERMINAL (DBT) AS DIRECTED BY THE LOCAL TELEPHONE COMPANY. VERIFY THE EXACT LOCATION OF THE "DBT" AND CONDUIT TERMINATION PRIOR TO INSTALLATION. THE NEW CONDUITS FOR THIS FACILITY SHALL BE ONE INCH (I") AND LOCATED ABOVE THE CEILING TO A PONT WHERE THE EXISTING ONE INCH (19 CONDUIT ARE LOCATED. PROVIDE A PULL WIRE iN EACH OF THE CONDUITS AND LABEL BOTH ENDS OF THE PULL WIRE. REVISION$ BY Pzl-:RMiT SUBMISSION im-m9-m9 V V �C N N 0 n E oac. aa.� 11 o"t v � t .b