Loading...
HomeMy WebLinkAbout3625 W 1St (a)■ I� q; q v° a0E ra� .. .. a ii .n.. ■ LOCATION MAP CONSULTANTS CIVIL ENGINEER: 0 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. • SUITE 3 • MAITLAND A FLORIDA 32751 TELEPHONE 407-629-4288 ■ FACSIMILE 407-629-1656 0 EB# 7080 LANDSCAPE ARCHITECT: PLUMBNECH. ENGINEER: E IERMANN ENGINEERING. INC. CON&LTIVG ENGNEERS F bster Avenue Orlando, Florida 32804 NE(407) 296-6991 FAX: (407) 296-7420 E -MAL: EEENG•AOLCOM Copyright 2008 EERMANN ENGWERNG INC. FLORDA EB #0005900 EEI JOB # 2561 ELECTRICAL ENGINEER: V 0 G U W JL:�, IMATm 851 North Mills Avenue Orlando, Florida 32803 telephone (407) 894-1317 ": 3 ENG. BUS. No. EB -0005096 € CERT. OF AUTH. No, 5096 Landscape Architecture Analysis Planning . .M rr p� � IIII■id■nl� FL X761-8881 STRUCTURAL ENGINEER: I PHONE (407) 740-5020 FAX (407) 740-0365 . RICHARD ADAMS ENGINEERS MPE Boa #Zoos 050 & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL®ADAM S -ENGIN EER S. COM A19 W I01 _ A= Name est. 19 71 GENERAL PLANS REVIEW * COORDINATION NOTES CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY BUILDING INSPECTOR * CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK INDICATED SHALL COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, STANDARDS AND GUIDELINES, ADOPTED BY PERMITTING AUTHORITY HAVING JURISDICTION, INCLUDING ACCESSIBILITY REQUIREMENTS. SHOULD THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLD APPROVAL POR ANY WORK OR PORTION OF WORK, FDR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF THE CAUSE FOR SUCH ACTION, ALONG WITH SUGGESTED CORRECTIVE ACTION TO BE IMPLEMENTED. * AMERICANS WITH DISABILITIES ACT WHILE ARCHITECT/DESIGNER HAS TAKEN CARE TO COMPLY WITH THE INTENT Of THE CURRENT EDITION Of THE ADA REQUIREMENTS THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR IMPLIED Of PULL COMPLIANCE WITH ALL CONDITIONS/REQUIREMENTS Of THE ADA. THE ARCHITECT/DESIGNER, STAPP AND/OR RETAINED CONSULTING ENGINEERS A55UME NO LEGAL RESPONSIBILITY POR THE ACCURACY Of THE PRESENTATIONS, NOTES, OR OTHER INFORMATION OBTAINED HEREIN, NEITHER IS LIABILITY A55UMED FOR THE OUTCOME OP DECISIONS, CONTRACTS, COMMITMENTS OR OBLIGATIONS MADE ON THE 5A515 OF TH15 INFORMATION. * ELECTRICAL MECHANICAL AND PLUMBING ENGINEERING: ELECTRICAL. AND MECHANICAL INFORMATION WHICH MAY BE SHOWN ON THESE ARCHITECTURAL DRAWINGS ARE 50LEY FOR THE PURPOSE OF COORDINATING THE ARCHITECT'5/DE5IGNER'5 WORK. ELECTRICAL, MECHANICAL, PLUMBING AND OTHER ENGINEERING DRAWINGS NOT SPECIFICALLY SCHEDULED WITH THESE DRAWINGS, AND ALL OTHER DOCUMENTS REQUIRED BY PERMITTING AUTHORITIES SHALL BE PREPARED BY OTHERS, SIGNED AND SEALED BY A STATE REGISTERED ENGINEER, AS MAY BE REQUIRED BY PERMITTING AUTHORITY, AND SUBMITTED FOR REVIEW AND APPROVAL. * FIRE PROTECTION: INFORMATION THAT MAYBE CONTAINED WITHIN THESE DRAWINGS RELATING TO FIRE PROTECTION, SPRINKLERS AND/OR ALARM DEVICES (IF APPLICABLE) ARE SOLELY POR THE PURPOSE OF COORDINATING THE ARC HITECT'S/D E51 GNEK5 WORK. ENGINEERING DRAWINGS, 5PECIFICATION5 AND ALL OTHER DOCUMENTS REQUIRED BY PERMITTING AUTHORITY SHALL BE PREPARED AND SUBMITTED BY OTHERS, SIGNED AND SEALED BY A STATE REG15TERED ENGINEER, AS MAY BE REQUIRED BY PERMITTING AUTHORITY. AIR QUALITY: THE GENERAL CONTRACTOR SHALL ADHERE TO APPLICABLE INDOOR AIR QUALITY RULES AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION AND FLORIDA CLEAN AIR REQUIREMENTS (i.e. NO HEAVY BODY V005). BUILDING DATNCODE SUMMAND CONSTRUCTION TYPE: TYPE it -B OFFICE AREA: 17,633.22 5.F. FUTURE TENANT AREA: 2,974.78 5.F. TOTAL BUILDING AREA: 20,608 S.F. OCCUPANCY CLA551FICATION: BUSINESS (B) NUMBER OF 5TORIE5: 2 BUILDING HEIGHT: 42'-0" SPRINKLERS: YES FIRE ALARM: YES THE PROPOSED WORK DEPICTED ON THESE CONSTRUCTION PERMIT DRAWINGS, ARE IN GENERAL COMPLIANCE WITH THE ADOPTED CODES OF THE JURISDICTION OF AUTHORITY, INCLUDING: CODE USED: * 2004 FLORIDA BUILDING CODE (WITH 2OOG REVISIONS) * 2004 FLORIDA EX15TING BUILDING CODE (WITH 2OOG REVISIONS) * 2004 FLORIDA MECHANICAL CODE (WITH 2O0G REVISIONS) * 2004 FLORIDA PLUMBING CODE (WITH 2000 REVISIONS) * 2004 FLORIDA GAS CODE (WITH 2005 REVISIONS) * 2005 NATIONAL ELECTRICAL CODE * 2004 FLORIDA FIRE PREVENTION CODE (WITH 2005 REVISIONS) * 2003 NEPA 1, UNIFORM FIRE CODE, FLORIDA EDITION 2003 NEPA 101 , LIFE SAFETY CODE, FLORIDA EDITION * 2004 FLORIDA ENERGY EFFICIENCY CODE (CHAPTER 13 FBC) * 2004 FLORIDA ACCE551BILITY CODE FOR BUILDING CONSTRUCTION (CHAPTER I I FBC) WIND SPEED DE51GN SHALL BE FOR 120 M.P.N. AND COMPLY WITH 1 G03. 1 .4 WIND DE51GN DATA, PBG 2004. ALL EXTERIOR CLADDING COMPONENTS, DOORS, WINDOWS, LOUVERS, A/C CURBS, SITE PLAN, METAL BUILDING PLANS, AND TRUSS PLAN PACKAGE TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION Separate Life Safety drawings will be required for new systems or alterations to existing fire alarm systems. Plans must be shown with device locations, one line diagrams, battery calculations, and product cut sheets. Approval of the plan set is required prior to fire alarm inspection. Separate Life Safety drawings will be required for new systems or alterations to existing fire sprinkler systems, Plans must show sprinkler head locations, pipe sizing, and hydro calculations (if needed) and product cut sheets. Approval of the plan set is required prior to request of inspection. CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY BUILDING INSPECTOR CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY BUILDING INSPECTOR CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY BUILDING INSPECTOR REVIEWED By, Sanford ire rev Div. Date: 1 INDEX OF DRAWINGS 511T. 511T. REV. 155UE NO. TITLE NO. DATE COV. COVER SHEET 07/03/08 CIVIL SUBMITTED UNDER SEPARATE COVER FOR SEPARATE REVIEW LANDSCAPING SUBMITTED UNDER SEPARATE COVER FOR SEPARATE REVIEW CODE COMPLIANCE TO BE ARCHITECTURAL FIELD VERIFIED BY CITY A- I FIRST FLOOR PLAN, NOTES * DETAIL5 BUILDING INSPECTOR A-2 SECOND FLOOR PLAN, NOTES * DETAILS A-3 FIRST AND SECOND FLOOR REFLECTED CEILING PLANS, NOTES AND DETAILS A-4 EXTERIOR NORTH AND WEST BUILDING ELEVATIONS AND DETAILS A-5 EXTERIOR SOUTH AND EAST BUILDING ELEVATIONS AND DETAILS A -G BUILDING SECTIONS AND DETAILS A-7 BUILDING SECTIONS AND DETAILS A-8 WALL SECTIONS A-9 WALL SECTIONS A-10 WALL SECTIONS A- I I ROOF PLAN AND DETAILS A-1 2 ENLARGED KE5TROOM PLANS AND ELEVATIONS A-13 ENLARGED RESTROOM PLANS, ELEVATIONS, NOTES AND DETAILS A-14 ENLARGED 5TAIRPLAN5 AND SECTIONS A-1 5 ENLARGED ELEVATOR LOBBY AND SECTION A- I G ROOM FINISH SCHEDULE, NOTES AND DETAILS A-17 FIRST AND SECOND FLOOR FINISH PLAN A-18 FIRST FLOOR LIFE SAFETY PLAN A-19 SECOND FLOOR LIFE SAFETY PLAN A-20 MISCELLANEOUS DETAILS STRUCTURAL 5-0.1 GENERAL NOTES S-0.2 GENERAL NOTES CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY 5-0.3 PRODUCT APPROVAL BUILDING INSPECTOR 5-0.4 PRODUCT APPROVAL S-1 . 1 FOUNDATION PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-2.1 ROOF FRAMING PLAN 5-2.2 ROOF MANSARD FRAMING PLAN 5-3.1 STRUCTURAL DETAILS 5-3.2 STRUCTURAL DETAILS 5-4.1 STRUCTURAL DETAILS 5-4.2 STRUCTURAL DETAILS PLUMBING P- I FIRST FLOOR SANITARY PLAN CODE COMPLIANCE TO BE P-2 SECOND FLOOR SANITARY PLAN FIELD VERIFIED BY CITY P-3 FIK5T FLOOR PLUMBING PLAN BUILDING INSPECTOR P-4 SECOND FLOOR PLUMBING PLAN P-5 PLUMBING NOTES, DETAILS, AND ISOMETRICS MECHANICAL M-1 FIK5T FLOOR PLAN, NOTES * DETAILS _ M-2 SECOND FLOOR PLAN CODE COMPLIANCE TO BE FIELD VERIFIED BY CITY - M-3 SECOND FLOOR PLAN, NOTES * DETAILS BCIILDING INSPECTOR - M-4 HVAC NOTES AND DETAILS _ ELECTRICAL E-0. I LIGHT FIXTURE SCHEDULE, GENERAL NOTES, AND ELECTRICAL SHEET INDEX E-0.2 ELECTRICAL SYMBOL LEGEND E-0.3 SYSTEMS SYMBOL LEGENDS CODE COMPLIANCE TO BE - E-0. I I SITE PLAN - POWER,LIGHTING, AND SYSTEM FIELD VERIFIED BY CITY - E- I . I FIRST FLOOR PLAN - POWER BUILDING INSPECTOR E- I .2 SECOND FLOOR PLAN - POWER _ E-1 .3 ROOF PLAN - POWER E-3.1 FIRST FLOOR PLAN - SYSTEMS E-3.2 5ECON D FLOOR PLAN - SYSTEMS E-4.1 FIRST FLOOR PLAN - LIGHTING E-4.2 SECOND FLOOR PLAN - LIGHTING E-5 POWER RISER DIAGRAM E -G. I PANEL SCHEDULES E -G.2 PANEL 5CHEDULE5 E-7 MECHANICAL FEEDERS E-9.1 DETAILS E-9.2 DETAILS E-9.3 DETAILS 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 07/03/08 NOTE: ANY ERROR OR OMISSION IN THIS PLAN REVIEW SHALL NOT BE CONSTRUED TO GRANT APPROVAL OF ANY VIOLATION OF ANY ADOPTED CURRENT BUILDING CODES OR MUNICIPAL CODES OF 'PHIS JURISDICTION W W1 Q cp z o 00 z 00 p 0 0 rn CZ Go C'V O Cn O o co ca 0 N Fred M. PKmV Frey I Registered Architect Florida Reg. No. 4374 C C:0 0 L. 4--+ 4--0 L V O(1) Ew PERMIT# FLOOR NO: 0 ro o 10 N �� ti rn` o 0 Z' N/A Q DRAWN BY: LJZ / RH DATE: 07/03/08 5CALE:A5 NOTED SHEET NO. . REVISIONS: PROJCOVER SHEET REVIEW BY: LPH/FMH 041001108 NO. I I I " Cn L Z C) � 0 1i PERMIT# FLOOR NO: 0 ro o 10 N �� ti rn` o 0 Z' N/A Q DRAWN BY: LJZ / RH DATE: 07/03/08 5CALE:A5 NOTED SHEET NO. . REVISIONS: PROJCOVER SHEET REVIEW BY: LPH/FMH 041001108 NO. I I I " REFERENCED FLOOR PLAN NOTES NOTE 1. LOCKBOX PROVIDED BY G.C., MOUNTED PER FIRE DEPARTMENT DIRECTIVE. 2 3 Als 4 5 C -4 G 7 3 8 9 NOTE 2. PROVIDE AND INSTALL WALL MOUNTED CARD READER ACCESS SELECTED BY OWNER. � � ,` � N `r' 140'-0" 51M. NOTE 3. 5" X 5" PRE -FINISHED METAL DOWNSPOUT W/ TRANSITION BOOT AND ADS PIPE W � o' �- op 00 28'-0" 28'-0" 28'-0" 28'-0"28'-0" TIED INTO UNDERGROUND COLLECTION PIPE. REFER TO CIVIL ENGINEER'S DRAWINGS. NGS. (~I N •'r oO 21-011 2'-0'-' 2'-8" 5'-4" 21-01, OII /11 OII /j l OII 2'-0" II I_ I_ II I- II I- II I_ II 11 I_ II G II I" II I_ I- II GI_ II I_ II 21 II 2'-8"co 8 -8 31-41 3 4 3 0 3 4 1 7 1 0 3 4 4'-2" 3 4 ' 71-011 3 4 81-811 3 4 3 4 41-011 3 4 4 21_011 I 1 411 8 8 2 8 5 4 3 4 -21-011 I_ II 1- 11 I_ 11 II NOTE 4. PROVIDE AND INSTALL BY-PASSING TRANSACTION WINDOW - 3'-6" WIDE X 4'-0" ) V U Q � I 8 HIGH, GYP. BOARD FINISHED, OPENING - W/ PLAS. LAM. FIN. TRANSACTION DETAIL.. "1 1�'T 1 C m -1 NOTE 3, TYP. F I I O COUNTER. REFER TO INDICATED NOTE 5. PROVIDE AND INSTALL OPERABLE PARTITION EQUAL TO HUFCOR 632 SERIES W/ 5 1 QCIP O E O E OC N TE 2 0 - - C O O O p E N T 2 C c 5TC RATING. SEE STRUCT DETAIL %'�»> M N :::,; : <,;:: <::: ::;:: ,::: ;,::,:::: ;::::m::..: <:: ,, .. `k..:: •;•;. <., .. ..: ; .,<,; ;,, ;...:. .:., ,: ,:.: <: _, C\11 .. .. ;,. ,:.:o N TE FIN. BASE AND WALL CABINETS W SINK. REFER O G. L P PROVIDE AND INSTAL LA LAM / .:f Q I` � I 5p i n kler 0 128 I I '- ! ! I /2" I 1-6 I /4" I ! '-6" 1 O'-6" 5' I I '-6" I ! ! 6'-O" 6'-O" D PLUMBING ENGIN TO INDICATED DET AILS) AN EER'S DRAWINGS. 0 0 o r! 35r I c I = ppro ect ro ect project P.M. a55t./ 5 r I1lari r�ian�ager manager E f o = ao NOTE 7. TRAINING ROOM # 120 AND BREAK ROOM # 1 2 1 ARE ACCESSORY USE AREA, LE55 a� Ip jer purchasing I purchasing 5tor./ oreman THAN 10% OF BU51NE55 OCCUPANCY. N N °� I I 114 d " I 117 17 116 1 16 I I S 115 Re133 1 1 2 1 1 2 Special mall N tOO15 box C15 NOTE 8. PROVIDE AND INSTALL PLAS. LAM. FIN. LAYOUT DESK W/ STORAGE CUBES BELOW. o -- e Ee o I I I 110 REFER TO INDICATED DETAIL(5). w Ln Q 5_011 F E NOTE 9 NOTE 9. PROVIDE AND INSTALL PLAS. LAM. FIN., 12" X 12", MAILBOXES. REFER TO DETAIL *y u� IT C\1 O co � electrical —` O cp u� 6/A- 15 N N 1 29 129 Q0 E d corridor 118 N N 1 0� O NOTE I O. PROVIDE AND INSTALL HOLELESS HYDRAULIC ELEVATOR, 2500 LB. CAPACITY, 150 --a 3- LIM �— d '� FPM TRAVEL SPEED, EQUAL TO SCHINDLER 330A. PROVIDE SUMP PIT, LADDER, I systems ! 30 NOTE 8 .: I CONVENIENCE OUTLET, ETC. PER ELEVATOR MFR'S. RECOMMENDATION. n O - I I o E e _ 130 119 e C HVAC / _ 4- Stal #2 I _ I 51-4 NOTE I I . FIN. Y UT D 5 W D WE PEDESTALS PROVIDE AND INSTALL PLAS. LAM. LAO E K / RA R Fred M. Hu rey Registered Architect C) _ _ _ `0 an ! ! 9 120 120 4 I I o BELOW. REFER TO INDICATED DETAIL(S). Florida Reg. No. 4374 _ —� L d - Q NOTE 12. PROVIDE AND INSTALL STAIN GRADE PLYWOOD ADJUSTABLE BOOKSHELVES. REFER LU m q -------,- E: J - 2 1'-1 1 1/8" 5'-O" m - plan room a TO DETAIL 9/A- 13 SIM, ¢ _1 omens I = = 1 3 1 ,, .. — tralnln co g 122 I I I _� LU Q NOTE 13. PROVIDE AND INSTALL PLAS. IAM. FIN. WORK COUNTER W/ PLAS. LAM. FIN. cn future I _1 1 `� — ! 20 1 2' 611 I „ I cn STORAGE CUBES ABOVE, REFER TO INDICATED DETAIL(5). g � B m build out I � Icor NOTE I 0 Storage m NOTE 7 °? ,n 3 1/8" - 1011 NO E 2 — B - 09 - A-4 I � NOTE 14. PROVIDE AND INSTALL STAIN GRADE ADJUSTABLE BOOKSHELF. REFER TO INDICATED DETAIL(5). 4 Ido I 126 r pI b 8" D d ' a `t elevator 1 8 Ln W 3'_4" - = I 109A - J NOTE 15. WALL MOUNTED, PAINTED STEEL, ROOF ACCESS LADDER. REFER TO DETAIL 7/A- 15. 0 W C75 0 Co LU 0 I el v. I E f b a 1`E o� _, Nm 3 109 1`E z w w LMLO MMLO FINISH MATERIAL NOTES Q mens e I p' - t..3.a'. N ro m co NOTE 6 I _ 12 ! O -� - I 0 - `— z Q ° ALL MATERIALS SHALL COMPLY WITH NO LESS THAN THE MINIMUM REQUIREMENTS OF 0 y ap LQ " z O 101 = 12 _1 �o ! 2 ! NOTE E d — — —�O `J` THE STANDARDS REFERENCED BELOW. ALL ROOMS AND SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS NOTED BELOW. m N m� .-. m cV c� B b N - 14'- I 0 7/ """"° 15' 8'-2 3/4" I 13'-3 1 /2" 27'-7 1 /8" -3 IIS" 5'-O" 1 2'-O" cv m In O H R. p Q! MM p 'gyp J l 1 132 D -- ------ � O I cA p -1 = • copy J GROUND AND FLOOR SURFACES ALONG ACCE551BLE ROUTES IN ALL ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, CURB RAMPS, ETC. W z E - �t m — J — — — — — — � q_! - — — — — — E d � 1081asSlstan room e 108 — m — 123 Q Q SHALL BE STABLE, FIRM, SHALL HAVE A SLIP PE515TANT FINISH, AND SHALL COMPLY WITH GROUND AND FLOOR SURFACES SECTION OF "ACCESSIBILITY REQUIREMENTS MANUAL" NwEEwimpinnumn,NONE,admin. z NOTED BELOW AND SHALL COMPLY WITH 1aIANGE5 IN LEVEL" REQUIREMENTS. � A 125 o EF �- w _ 2 8 N Stora e N - P13N I "� t Q Q N Q o CARPET OR CARPET TILE (IF USED) ON ANY FLOOR SURFACE, SHALL BE SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD, OR BACKING, (CUSHION OR PAD IF SPECIFIED); Q I 1339 e I I 07t N = corridor o > AND HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE F E m 107 E h TEXTURE WITH MAXIMUM PILE HEIGHT OF �/2 INCH. EXPOSED EDGES OF CARPET SHALL BE SECURELY FASTENED TO FLOOR SURFACES ALONG THE ENTIRE LENGTH OF THE EXPOSED O� E — — . E - EDGE. CARPET EDGE TRIM SHALL COMPLY WITH CHANGES IN LEVEL SECTION OF THE � Q p N N 2 ! 4 A-2 E e d 101 102 103 104 `� NN w Q dFLOORING AMERICANS WITH DISABILITIES (ADA) LATEST EDITION. MATERIALS SHALL HAVE A MINIMUM OF CLA55 11 INTERIOR FLOOR FINISH 0FI IO E k FIO6 I E e E e voice / safelty E e I e H.R. B I wal Ing O J RATING AS CLASSIFIED IN ACCORDANCE WITH NEPA 253. ♦; V a �, Sarah assistant data N director records 106 Q -1 m 134 N I ! 102 103 I I 0 I 3 v `n ! 051 ` CARPET, INCLUDING PAD, WHEN SPECIFIED, SHALL COMPLY WITH CLA55 II INTERIOR y D CC)20-0 NO E 4 20- I 13/8 11 -2 10- 10 7/8 1 1- 7-0 1 6-3 Oap FINISH REQUIREMENTS NOTED ABOVE. -`� O EA LU_ F.E. ! O 1 R1 a 05 NN + E MATERIALS LE55 THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH HAVE FLAME SPREAD CHARACTERISTICS NO GREATER THAN PAPER OF I /2 8 INCH � U _ :.;;�:. .....:;.; "':. ;:::: '. :.:u: .; �,. F f .. .,.. ,, ,... _ _ I- :, ,:: it ..; ::on. ., .: e..,:�:::: ,;? = — THICKNESS DO NOT HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84(DEC L a� 2 -0 7 2 8 II I- 11 I- 11 I 11 2 8 8 2 -01' I I :::,. B A m ® ` ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLA551FIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B i V 0 _ _ — _ _ N _ INTERIORFINISH WITH FLAME SPREAD 26-75, AND SMOKE DEVELOPED 0-450, EXCEPT AS A 21811 51-411111 21811 0-0" 3'14" 3'-4" 4'-0" 3'-4° 3'-4' 8'�JT-8" 3'-4" 8'-0" 1 2'-0" 8'-0" 3' 8'-8" 31411 3'--4" 4'-0" 3'-4" 3'-4" 6 -0 2'-81 5 4 21 811 NOTED BELOW. _` (� 2 -O 2 -0 2 -0 2 -0 2 -O 2 -0 NOTE 1 2'-0"7-) 2 -O 2'-;-D -0 2 -O 2 -O `MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR �>::•;; ;:;;; •. :..l 59 2 -0" 28'-0" 28'-0' NOTE 2 28'-0" 28 -0 21 011 28 -0�' SURFACE WHEN APPLIED TO WALL OR CEILING SHALL MEET THE REQUIREMENTS OFA +: fq I 1 q I 2 CLASS "A" INTERIOR FINISH. SHALL CEMENTED OR OTHERWISE FASTENED IN PLACE SO INTERIOR FINISH MATERIAL BE THAT THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM A FIrSt Floor Plan NOTE: PERMITS/FEES/INSPECTIONS: PLUMBING DESIGN: TEMEPRATURES OF 300 DEGREES F. FOR 25 MINUTES. I'-0" ALL EXTERIOR WALLS TO BE FILLED SOLID W/ CORE FILL 500 BY TAILORED FOAM OF FLORIDA, INC. OR APPROVED EQUAL. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LEGALLY OBTAINING ALL REQUIRED PERMITS, INSPECTIONS, AND CERTIFICATES NECESSARY FOR THE EXECUTION DOCUMENTS ILLUSTRATING THE DESIGN AND LAYOUT OF ALL NEW PLUMBING INSTALLATION(5) SHALL BE; ALL EXP05ED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND U- Q� 1/8" = A_ I AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK. THE •PROVIDED SMOKE DEVELOPED 0-450, AS A CLASS "C" INTERIOR FINISH MATERIAL, Z NORTH GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE WORK. BY EIERMANN ENGINEERING, INC. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. FLOOR PLAN UNREFERENCED NOTES DOOR AND HARDWARE SCHEDULE DOOR AND HARDWARE SCHEDULE (CONT.) U (� LEGEND DENOTES NEW 8" THICK REINFORCED CONCRETE BLOCK " THE CONTRACT DOCUMENTS, CON515TING OF SCHEDULED PLANS AND WRITTEN SPECIFICATIONS (I1` ANY) ARE COOPERATIVE, INCLUDING ANY M/E/P ENGINEERING DOCUMENTS PROVIDED. TH15 SHALL. INCLUDE ANY Door Types: Hardware Types: CHANGES IN LEVEL (`(� WALL - REFER TO STRUCTURAL ENGINEER'S DRAWINGS. DENOTES NEW 8" THICK REINFORCED CONCRETE ROOM NUMBER OR ANY ITEMS OF FINISH CALLED FOR IN EITHER, PLANS, SCHEDULES OR SPECIFICATIONS. A❑ FAIR 3'-0" WIDE x 7'-0" HIGH ALUM./TEMP. GLASS STOREFRONT a❑ LOCKSET; ELECTRONIC STRIKE AND ACCESS CONTROL DEVICE; CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE T BLOCK WALL - ONE (1) HOUR FIRE RATED - REFER TO WHERE CALLED FOR BY ONE, THEY SHALL. BE CONSIDERED BINDING AS THOUGH CALLED FOR BY ALL. DOORS IN ALUM. FRAME. ADAMS -RITE 4590 PADDLE ACTION DEAD LATCH; CONCEALED OVERHEAD CLOSER; TOP/BOTT. AUTOMATIC FLUSH BOLTS; TREATMENT. CHANGES IN LEVEL BETWEEN 114 INCH AND 1/2 INCH SHALL BE 2 STRUCTURAL ENGINEER'S DRAWINGS. DENOTES NEW ONE (1) HOUR FIRE RATED WALL " DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. WHERE NO DIMENSION OR NOTATION 15 GIVEN THE DRAWINGS © 3-O WIDE x 7-0 HIGH ALUM,/TEMP. GLA55 STOREFRONT DOOR IN ALUM. FRAME. PEMKO 2005AT THRESHOLD; WEATHERSEAL; DOOR BOTTOM; PUSH/PULL HANDLES EQUAL TO KAWNEER CP I I * CO -9. BEVELED WITH A SLOPE NO GREATER THAN 1 :2 (SEE FIGURES 7 (c) AND 7 (d)). CHANGES IN LEVEL GREATER THAN 112 INCH SHALL BE ACCOMPLISHED BE MEANS OF A RAMP THAT COMPLIES WITH CURB RAMPS AND RAMP SECTIONS OF THE W ,J -� O A-2 SHALL BE FOLLOWED ACCORDING TO THEIR VARIOUS SCALES HOWEVER, FIGURES OR MEMORANDA SHALL ASSEMBLY (NONBEARING) CONFORM WITH UL TAKE PRECEDENCE OVER SCALED MEASUREMENTS. © 3'-0" WIDE x 7'-0" HIGH x 1 3/4" THK. INSUL. HOLLOW METAL b❑ LOCKSET; ADAMS -RITE 4590 PADDLE ACTION DEAD LATCH; FLORIDA ACCE55151LITY CODE FOR BUILDING CONSTRUCTION, 1997 EDITION. W U) U_ IN DESIGN #U465. REFER TO INDICATED DETAIL. REFERENCE MUST BE MADE TO ALL DRAWINGS, FOR ALL MEASUREMENTS, TOGETHER WITH DOOR AND HOLLOW METAL DOOR FRAME. CONCEALED OVERHEAD CLOSER; PEMKO 2005AT THRESHOLD; WEATHERSEAL; DOOR BOTTOM; PUSH/PULL HANDLES EQUAL TO 1/4 MAX. 1/4-1/2 Z 1 A-2 DENOTES NEW NON -FIRE RATED SOUND INSULATED PARTITION: METAL STUDS AT 24" O.C. MAXIMUM WITH ONE (1) LAYER GYPSUM BOARD EACH SIDE WITH SOUND BATT ARRANGEMENT OF ROOMS, DOORS, WINDOWS, WINDOWS, ETC. SHOULD IT APPEAR THAT WORK INTENDED 15 NOT SUFFICIENTLY DETAILED OR DESCRIBED, THE CONTRACTOR SHALL APPLY TO THE D❑ 3'-0" WIDE x 7'-0" HIGH x 1 3/4" THK., I HOUR (B LABEL) FIRE RATED SOLID CORE WOOD DOOR WITH 10 x 10 WIRE GLA55 KAWNEER CP I I * CO -9. 2 ...... 1 O ' INSULATION BETWEEN STUDS FROM FLOOR SLAB TO 611 ARCHITECT/ENGINEER FOR NECESSARY CLARIFICATIONS AND SHALL CONFORM TO SAME PROVIDED THEY VIEW LITE IN I HOUR (B -LABEL) FIRE RATED H.M. DOOR FRAME. LOCKSET; CORRIN RU55WIN SECURITY DEAD50LT EXIT DEVICE • ............... :: �— Q ABOVE SUSPENDED CEILING. REFER TO INDICATED DETAIL. ARE CON515TENT WITH DESIGN INTENT. WORK MUST NOT PROCEED IF THERE IS UNCERTAINTY. c❑ ED5200-9 OR EQUAL; OVERHEAD CLOSER; RAINGUARD; ^ ' ` v 1 " THE CONTRACTOR SHALL CAREFULLY CHECK DISCREPANCIES AT TIME OF BIDDING AND SECURE E❑ 3'-0" WIDE x 7'-0" HIGH x 13/4" THK. SOLID CORE WOOD DOOR IN HOLLOW METAL DOOR FRAME. LATCHGUARD; WEATHERSEAL; PEMKO 2005AT THRESHOLD; ELECTRIC STRIKE AND ACCESS DEVICE. O A-2 IM. DENOTES NEW NON -FIRE RATED DRYWALL PARTITION: FIG. 7 (c) METAL STUDS AT 24" O.C. MAXIMUM WITH ONE (1) LAYER INFORMATION AND CLARIFICATION FROM THE ARCHITECT/ENGINEER. D FIG. 7 (d) J v J GYPSUM BOARD EACH SIDE FROM FLOOR SLAB TO 6" 3'-0" WIDE x T-0" HIGH x 13/4" THK., I I /2 HOUR (B LABEL) FIRE d PASSAGE SET; CLOSER. ❑ ABOVE SUSPENDED CEILING. REFER TO INDICATED DETAIL THE OWNER'S/TENAN75 FURNITURE DEALER AND/OR INSTALLER SHALL BE RESPONSIBLE FOR RATED, SOLID CORE WOOD DOOR IN 1 112 HOUR (B LABEL) FIRE 3 VERIFICATION OF ALL ON-51TE CONDITIONS AND DIMENSIONS TO ENSURE PROPER FIT OF ALL RATED HOLLOW METAL DOOR FRAME, eQ PASSAGE SET. A-4 DENOTES NEW TWO (2) HOUR FIRE RATED WALL ASSEMBLY OWNER'S/TENANT'S FURNITURE AND/OR EQUIPMENT INSTALLATION. DOOR AND HARDWARE NOTES (NONBEARING) TO CONFORM WITH UL DESIGN #U412. © 3'-0" WIDE x 7'-0" HIGH x 1 3/4" THK., I HOUR (B LABEL), FIRE f❑ LOCKSET. REFER TO INDICATED DETAIL. CONTRACTOR SHALL ENSURE THAT ALL REQUIRED EXITS; EXIT ACCESS AND PATH OF TRAVEL FROM THE RATED, SOLID CORE WOOD DOOR W/ 10 x 10 WIRE GLASS VIEW EXIT TO THE PUBLIC WAY, 15 CONTINUOUSLY MAINTAINED, FREE OF ALL OBSTRUCTIONS AND IMPEDIMENTS LITE IN I HOUR (B LABEL) FIRE RATED WOOD DOOR FRAME. h❑ PRIVACY SET. XXX DENOTES ROOM, SPACE, OR AREA NUMBER. TO PROVIDE UNOBSTRUCTED EGRESS IN THE EVENT OF FIRE OR OTHER EMERGENCY CONDITIONS. "ALL HARDWARE SHALL BE LEVER ACTION; WITH ANTIQUE BRONZE FINISH DOOR AND HARDWARE DESIGNATION SYMBOL: DENOTES DOOR NUMBER DESIGNATION " IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO COMPLY WITH ALL APPLICABLE, GOVERNING MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS, IT 15 UNDERSTOOD H❑ 3'-0" WIDE x 7-0" HIGH x 1 3/4" THK. SOLID CORE WOOD DOOR IN WOOD DOOR FRAME. J❑ PUSH/PULL HARDWARE; OVERHEAD CLOSER; 10" HIGH x 30" WIDE 5.5. KICKPLATE EACH SIDE. ` PROVIDE DOOR 5TOP5, HINGES AND SILENCERS AT ALL DOORS, NO SILENCERS ON EXTERIOR DOORS RECEIVING WEATHERSTRIPPING - DENOTES HARDWARE TYPE. THAT ALL INTENDED WORK 15 SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE 0 3'-0" WIDE x 7'-0" HIGH x 1 3/4" THK., 1 1/2 HOUR, LABELED, FIRE k0 LOCKSET. ELECTRIC STRIKE AND ACCESS CONTROL DEVICE. DENOTES DOOR TYPE AUTHORITY HAVING JURISDICTION. UNDER NO CIRCUMSTANCES SHALL WORK BE PERFORMED WITHOUT RATED, SOLID CORE WOOD DOOR IN 1 1/2 HOUR RATED AND " NON -RATED INTERIOR SWINGING DOORS SHALL BE PUSHED OR PULLED OPEN Q WINDOW DESIGNATION SYMBOL. REFER TO WINDOW THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ALL FEES RELATED TO AND THE SECURING OF ALL PERMITS, INSPECTIONS AND LABELED WOOD DOOR FRAME. LOCKSET; DEADBOLT; RAINGUARD; LATCHGUARD; WEATHERSEAL; BY A FORCE OF NOT MORE THAN 5 LBF (22.2N). ELEVATIONS AND SCHEDULE, SHEET A-6. CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE INTENDED WORK AND THE OCCUPANCY OF THE AREA OF FAIR 3'-0" WIDE x 7'-0" HIGH x 1 3/4" THK. 501LD CORE WOOD PEMKO 2005AT THRESHOLD. ` FIRE RATED (LABELED) DOORS SHALL NOT EXCEED A 15 LBF (67 N)TO RELEASE F.E. WORK. DOOR IN WOOD DOOR FRAME. PASSAGE SET; TOP * BOTT. CONCEALED FLUSH BOLTS ON n❑ THE LATCH. A 30 LBF (I 33 N) TO SET THE DOOR IN MOTION ANDA 15 LBF (67 REQUIRED WIDTH. THESE FORCES ® DENOTES LOCATION FOR FIRE EXTINGUISHER AND CABINET INACTIVE LEAF; "T" ASTRAGAL N) TO OPEN THE DOOR TO THE MINIMUM SURF. MTD, F.E. PROVIDE AND LOCATE FIRE EXTINGUISHER HAVING A MIN, ` SHOULD THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLD APPROVAL FOR ANY WORK OR PORTION OF WORK, FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY 3'-0" x 7'-0" STAINLESS STEEL ELEV DOOR W/ 55 FRAME- 1 - 1/2 © APPLIED TO THE LATCH STILE. NOTIFY THE HOUR (B LABEL) A55EMBLY FURNISHED BY ELEV. MFR. RATING OF 2A I OBC FOR EVERY 3000 S.Q. FT. OF FLOOR AREA. ARCHITECT/ENGINEER OF THE CAUSE FOR SUCH ACTION, ALONG WITH SUGGESTED CORRECTIVE ACTION TO EXTERIOR HINGED DOORS SHALL BE PUSHED OR PULLED OPEN BY A FORCE TRAVEL D15TANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 BE IMPLEMENTED. OF NOT MORE THAN 8.5 LBF (37.8N). SEMI- FT. ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED FLOOR NO: RECESSED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER ALL METAL STUDS SHALL BE 3-5/8", UNLESS OTHERWISE NOTED, INCREASE GAUGE PER J. L. SHALL NOT BE MORE THAN 5 FT. ABOVE FLOOR AND THE MANUFACTURER'S LIMITING HEIGHT GUIDELINES. SEE LOAD CHART ELSEWHERE IN THESE DOCUMENTS. INDUSTRIES BOTTOM OF THE EXTINGUISHER SHALL NOT BE LE55 THAN 4 #10171`10 INCHES ABOVE THE FLOOR. (CITY CODE, SECTION 24.27 (g) " PROVIDE GYPSUM WALL BOARD PER THICKNESS INDICATED, REFER TO SECTIONS AND DETAILS FOR 5t INFORMATION. • 0 I - PSA #2 (TENANT COMMENTS) 4/23/08 DRAWN BY: LJZ /Rd DATE: 07/03/08 SCALE:AS NOTED SHEET NO. REVISIONS: FIRST FLOOR PLAN, NOTES DETAILS A "' REVIEW BY: LPH/FMN PROJ. 04/001/08 NO. I I I I 2 3 '-O I -OIL 1 G 1 E O E O I N NCV N OLn D oil Q N N N C E3 21 A2'- N 2, A Second Floor Plan 1 /8" = 1 '-011 A-2 NORTH PROVISIONS FOR BARRIER FREE DOOR(5) PULL SIDE PUSH SIDE 18 min. E I 24 preferred NOTE: x = 12 1 IF THE )OOR HAS BOTH A CL ERA D A LATCH. (A) FRONT APPROACHE5 54 min. PULL SIDE � — F PUSH SIDE x NOTE: x = 3G IN MINIMUM IF y = GO IN NOTE: y = 8 IN M N. IF DOOR HAS x = 42 IN MINIMUM IF y = 54 IN. BOTH A LAT AN A CLOSER. (B) HINGE SIDE APPROACHES PULL 51DE PUSH 51DE 24 min. 1 24 m1 T x x E E 17\1 1:0 �► I NOTE: y = 54 IN MINIMUM IF THE DOOR NOTE: y = 48 1 MIN. 11 THE DOOR HAS A CLOSER. HAS A CLOSER. (C) LATCH SIDE APPROACHES NOTE: ALL DOORS IN ALCOVES SH K004 D eta i I COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. 3/1 G" = 1'-0" A-8 Q I - P5A #2 (TENANT COMMENTS) 4/23/08 REV1510NSI: M A rj A -s 144'-0 M. 7 �0�Imp.. Oil T • • • 11 • , �� ■ ■ !!!!III � � - • ► NMI / 1:0officer 11111111111- ��0 �� �© D ® © ►;©© II / 'II � ; • 1 C'0214 1 a _ 14 / l �I .mss ©© � ©11'■ � v© 14 ��� - _ 1, 1:1� ► � I ��I!I,�'I ■ILII I i �Illt_ r1 II��■Il�i ► �i. / • �1 i • ��_ I�, llllll�llllllll�l III�I • �I I ����■� �ll .. J ■■ilii■I �r - ---- - - ® 0 +II ■ ■ i ©0 • .Tff+t ® ij • "�• ISI - - iLLLIJ I I � �� • t �I I • Igo future ► Fes', /� � i � ) • build out j of io / .I • • 6 • �� - a � f � � i '_-� i 'll til• • At 10 -- -- - --- - -- - - -- i • •------ ---- --- - ■ G • • 1 i • . L��Y i ©-NOTE I I FO -750 / ■I I 3Z� ► ©© r� • i JA office ► / ► ► •: 9, priv 14 4 toilet / \ Mb A VS• ISI Iwl q �I . • 40'-G • •. • ©© f A 29'-3- 1 /8" 14MEMP HIM; � anninum now NUIRM 7 oil oil■ V 1FA a • • I • • • • UL DE51GN No. U465 NONBEARING WALL A55EM@LY - I FSR. RATING 00 2 3 4 5 W 1 o t.0 cot8 00� 1. Floor and Ceiling Runners -- (not shown) -- Channel shaped runners, 3-5/8 In. wide (min), 1-1 /4 in. legs, formed from min No. 25 MSG galv steel, (� attacned to floor and telling with fasteners spaced 24 In. OC max. 2. Steel 5tud5 -- Channel shaped, 3-518 In. wide (min), 1-1 /4 In. legs, 3/8 in. folded back returns, formed from min No. 25 MSG gale steel spaced 24 in. OC max. 3. Batts and Blankets' -- (Optional) -- Mineral wool or glass fiber Batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) ¢ 00 category for names of Classified companies. 1 3A. Fiber, S rayed' -- As an alternate to Batts and B4anket5 (Item 3) -- Spray applied cellulose Insulation material. The fiber 15 applied with water to '%r':'> i's. 'O M p Op completely fill the enclosed cavity 1n accordance with the application Instructions supplied with the product. Nominal dry density of 3.0 Ib1ft3.<:'t;; I 0 0 U 5 GREENFIBER L L C -- Cocoon Stabilized cellulose insulation. �( 3B. Fiber, 5prayed' -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied O with water to interior surfaces in accordance with the application Instructions supplied with the product. Applied to completely fill the enclosed cavity. (Q Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC -- Cellulose Insulation 4. Gypsum Board' -- 5/8 1n. thick, 4 ft wide, attached to steel studs and floor and telling track with I In. long, Type 5 steel 5crew5 spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and Staggered on opposite Sides of the assembly. When attached to item G (resilient channels) or GA furring channels), wallboard is screw attached to furring channels with I in. long, Type 5 steel 5crew5 spaced 12 In. OC. AMERICAN GYPSUM CO -- Types AG -C, AGX-1 , AGX-7. 00 BEIJING NEW BUILDING MATERIALS GO LTD -- Type DBX- I . O BPH AMERICA INC -- Types 1, EGRG, FrOROC Type X. ProRoc Type C. C'V BPB CANADA INC -- ProRoc Type C. ProRoc Type X or ProRoc Type ... . .. j Abuse-RC515tant. CANADIAN GYPSUM COMPANY -- Types AK, C. IP -AR, IP -X2, IPC -AR, r_4 p 5CX, ShX, WRC or WRX. G -r GYp5uM CORP, SUB OF "') GEORGIA -PACIFIC CORP -- Types 5, 9, C, DAP, DD, DA, DGG, DS, GPF5G. SIAElL LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A, LGFCG, LGFCGA, LGFC-C, LGFC-C/A, NATIONAL GYPSUM CO - Types FSK, F5K-C, FSK -G. F5W-C. F5W-G, F3W, F5W-5 . PA15CO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -- Type PG -C or PG -9. Fred M. Humphr SIAM GYF5UM INDUSTRY (5AKABURI) CO LTD -- Type EX- I Registered Architect STANDARD GYPSUM L L C -- Type 5G -C. Florida Reg. N0. 4374 TEMPI F -INLAND FOREST PRODUCTS CORP - Type TG -C. UNITED 5TATE5 GYPSUM CO -- Type AR, C, FRX-G, IP -AK, IP -X2, IFC - K, 5CX, SHX, WRC or WKX. U5G MEXICO 5 A DE C V -- Type AK, C. IP -AK, IF -X2, IPC -AK, 5CX, 5HX, WRC or WRX. 4A. Gypsum Board' -- (As alternate to Item 4) - Nom 5/8 In. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical,loints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with I in. long Type 5 steel 5cf'w5 spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC 1n the held when panels are applied vertically. CANADIAN GYPSUM COMPANY -- Types AR, C, IF -AR, IP -X2, IPC -AR, 5CX, 5HX. WRG or WRY. ►—� UNITED STATES GYF5UM CO -- T ype AR. C, f'RX-G, IP -AR, IP -X2, IPC -AR, 5CX. 5HX, WRC or WRX. a U5G MEXICO 5 A DF C V -- Type AR, C, IP -AR, IP -X2, IPC -AR, 5CX, 0 SHX, WRC or WRX. 45. Gypsum Board' -- (As an alternate to Items 4 or 4A) -- Nom 3)4 in. thick, 4 ft wide, installed a5 described m Item 4A with screw length w [r N C) increased to 1- 1/4 In. LOU CANADIAN GYPSUM COMPANY -- Types AR, IP -AR. �� =n UNITED 5TATE5 GYPSUM CO -- Types AK. IF -AR. U5G MEXICO 5 A DE C V -- Types AR, IP -AR. v 0-0 ` � 5. Joint Tape and Compound -- Vinyl, dry or premixed joint comvound, applied in two coats to joints and screw heads; paper gape, 2 in. wile, O y O M embedded in first layer of compound over alljolnt5. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire � V O0 N surface of Classified veneer baseboard. Joints reinforced. G. Resilient Channel -- (Optional -Not Shown) -- 25 MSG galy steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each C I- Intersecting stud with 1/2 in. long type 5-12 panhead Steel Screws. F ---i 0).1- 1- � GA. Steel framing Members (Not Shown)' -- As an alternate to Item 3, furring channels and resilient sound Isolation clip as described below: L. a. Furring Channels -- Formed of No. 25 MSG galy steel. 2-3/8 In. wide by 7/8 in. deep, spaced 24 m. OC perpendicular to studs. Channels �. secured to Studs as described in Item b. Ends of adjanmg channels are overlapped G in. and tied together with double., strand of No. 18 SING gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and secured together with two self -tapping NG framing screws. min. 7/1 G In. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members' -- Used to attach furnng channels (Item a) to studs (Item ). GhpS Spaced 48 in. OG., and 5ccu rd to Studs with -5/8 in. wafer or hex head Type 5 steel screw through the center grommet. Purring channels are faction fitted into clips. PAC INTERNATIONAL INC --Type K51C-1 . 'Bearing the UL Classification Mark UL 5Y5TEM No. WL 1001 THROUGH -PENETRATION FIRE5TOP SYSTEMS 5y5tem No. WL 100 I ( Formerly System No. 147) F Ratings- 1, 2, 3 and 4 Hr (gee Items 2 and 3) T Ratings- 0, 1. 2_, 3, and 4 Hr (See Item 3) L Rating At Ambient- less than I CFM/ed ft L Rating At 400 F- less than I CFM/5q ft FA 1 U a Q Cl L' A SECTION A -A c U 1 . WALL AS5EMBLY 1. 2, 3. OR 4 I1K FIRE RATED GYPSUM WALLBOARDFTUD WALL A55EM5LY SHALL Br CON5TRUCTED O ■ ■� Ur TI1r MATC'KIALS AND IN T11r MANNI Dr'5GKIBPD IN T11r INDIVIDLIAL U300 UK L14W irKir�i WALL UK PARTITION t DE31C;N.'S IN THE IJI. PIRG PE'50TANCE DIRECTORY AND 'SHALL. INC:LIIDE TIME FOLLOWING CONSTRUCTION PEATIJ=5: i A, F,l'UUS- WAI I MRAMINC MAY CON;ii J1' OM H I'Mr.K WOOD til'IJD;3 (MAX 2 M MIKE KAI tU A�,E3r'MUI IWi) OK51-eM CMANNrl 5 f-ULi5. W°OU 51ULr3 10 CON5151 01 NOM 2 13Y4 IN. LUMbLK 5rACEU IG IN. OC WI r I NOM 2 by 4 IN. LUMOtK tNU PLAlrS ANO C:KU5_1 BKAGI-5. 511TL `ilUU:i 1U Eli- MIN 3-5/e IN, WIVI' BY I -3/B IN. DI'[Y' CI1ANNfL'i 5PA(:I-V MAX 74 IN. U(:. O 1). WALLBOAKO, GYr.`)UM'- NOM 1/2 OR S/f) IN, THICK, 4 rT. WIDE wnii 'iWUARr OR TAPCKCD r-DGr5, Tllr GYPSUM WALLBOARD ^, IY)'Y-, rHICKNC89, NUMIDCh', OF I AYCR.'% FA.`31CNNR IYI'E ANO !3HY_C I' OPICN I'AIION 3HAi I HC A3 3PECIi•IY_D IN THY W INUIVIUUAL U3W OR U400 StRlt5 Ut51GN IN frit UL r'lKt Ke5151iANCC UIRCCI'OILY. MAX UTAM. Or' OFCNING 15 13 1/21N. 2.1'IFt OR (:UNUUII- NOW 1 2 IN" DIAM (OR :5MAI,I.tR) '3(:HEDULE I O (OR HEAVIER) :51 ttl- FIPt, NOM 12 IN. UTAM (OR 3MA11.ER) 3ERVICE WEIGHT (OR HEAVIER) CA3r IRON 3011. PIPE, NOM 12 IN- DIAM. (OR SMALLER) CIA33';0 (OR HEAVIER) W ALLLL 51 LL'L � OK SM W - Ulf NOM 4 IN. L IAM ALLL" 5 fL"LL GOND 7 M. OR SM R) DLEC L[ IKON METALLIC T PIPC. NOM G IN. L IA [LCCTRIC:AL METALLIC TUBING. NUM 6 IN. DAM (UR SMALLER) TYP[ L OR (UR ICAVICR) GUPF[R TUBING OR NOW ' F f. 'TOP •i1'ST .M P riRF_, / F TING O �; )'iFU MAX K.°. C F. PI('F. I. L. F. (: - R D 111. WH N .0 �;TFP GON l _ F FXII3l F.. I i A F. I DI OR : M I l K) IN. AM (1'f rM S) Ir 7 H. 3'I'Mrl YIHr3 OK CONUUI'I'S IAKGHK"MAN NOM 4 IN. UTAM MAY ONLY HM 113rp IN WA115 TEM. fKLJC'IHU 1J31NG .STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDl11T 13 PERMITTED IN THE FIRE3TOP 3Y,^iTEM. PIPE OR CONDUIT TO BC IN5rALLCD NEAR CFNTER Or STUD CAVITY MDrl1 AND To Br RIGIDLY SUPPORTED ON BOTIi SIDES OF WAIT kl'AMni Y. ■ „E y. ULK- CAULK rILL IN5TALLED TO ILIFTELY FILL AN 11 I II 3 PEKIM<IUID CO OPR CAVITY riff OR ILM'UNDLRIn AI OI AS FGOWALL OO RD A WALLA.LH A, M NSI IN COMM DFADA or CALYON LK A RIDrD TO 0 2 -O BPTWPPN PIFs OR GUNDLIIT AND GYPSUM WALLBOARD AND WITH A MIN I/4 IN. DIAM BF'AD OF CALICO APFLIFD TO 2 WAI-I. 0.33EM131.Y. THE HOURLY F RATING OF THE FIPE3TOP C3Y3YEM 13 DEPENDENT UPON THE HOIJPI.Y PIPE RATING OF A ! -Q Ht WALL A59t'.MBLY IN WFIICH I 19 INSfALLEO, A9 SHOWN IN THC 1`01 LOWING -A Lt! I'HG HOURLY I RATING IN I' r ■ 3 ✓ rIRE5TUP SYSTEM IS DEPENDENT UFON TI I[ TYPE OR 51ZC Or TI IC PIPC OR CONDUIT AND TI IC I IUURLY rIRC RATING OF frit WALMAX PIPE Y IN WHICH 11 15 1N5I-ALU: , ASULAKLAI rl) ntLOW: F — REFER O 5HEET A- i FOR WALL LEGEND, OPCON°DIT )PAGF BALING RACING NOTE: DIAM, IN IN OP HK DOOR AND HARDWARE SCHEDULE AND to 3116 1 OR4 OI, 0F4 L �J Ili ALL EXTERIOR WALLS TO BE FILLED SOLID W/ CORE FILL 500 BY TAILORED 1 /4o u2 31OR3oK4 REFERENCED FLOOR PLAN NOTES FOAM OF FLORIDA, INC. OR APPROVED EQUAL. 4 o1- I/4 OK2 0 l� 4 oto to 1/V OK? 0 1 6 114 to I /2 3 C7K 4 O n -t-'" ^' 2 3/ 1 G to 3/6 1 OK 2 O / \ + WHEN COPPER PL.^E 15 U5ED, T KATING i5 O M. V v l M 001-0 1 I/2 IN. ANNI)I AK.`)YAC:t APH Its ONIY WHr.N lYrr. Cl' -2h WH+ CADI K IS IJSr:U AND ONI Y WHtN IHr MIN. TI IICKNE55 Or TI IE GYPSUM WALLBOARD 15 518 IN. FOR I Ilk FIRE RATED WALLS AND I - 114 IN, FOR 2 I IR RATED WALLS. UL 5Y5TEM NO. HW -5-0030 ' BEARING THE UL CLA551FICA71ON MARKING. ' TYPICAL ONE HOUR WALL SECTION 1 A 3 3 5 stem No. W -L-1017 WALL SECTION DIAG. BRACE AT 48" O.C. y U (ALTERNATE DIRECTION) t • L RE ABOVE OR VERTICLIP ____ ___ April y5t 1995 No. J O TO STRUCTU (Formerly System No. 328) y LL PROVIDE CORNER DIAG. \ / BRACE 70 ADJACENT STUD CONTINUOUS CEILING CHANNEL AS SPECIFIED, ___T __-- -- i L F Ratings -- I andg2 Hr. (see Item 3) W REFER TO UL DESIGN NOTED. I ---------- i 1 T Ratln 0 Hr PARTITION. I I L L Rating At Ambient -- less than I CFM/sct ft Z > W, / I I I l 2B L Rating At 400 F -- less than ICFM/Sq ft _Z CONT. UNPUNCHED STUD TRACK \\ (SMOKE/DRAFT STOP) INSULATION FULL HT. OF WALL PER UL DE51GN i i i i 1 O \ \ (NOT OPTIONAL} 2C 2A A LO \ r— 1 I- O \\ // 25 2A 2C A SECTION A -A i 2 E HT. AS SPECIFIED I . Floor Assembly: The fire -rated fluted steel deck/concrete Floor assembly shall be constructed 0 1 : FINISHED CEILING TYPE — of the materials and in the manner described in the individual Floor -Ceiling Design in the UL Fire ! 3 3 Resistance Directory and shall include the following construction features: FINISH CEILING HEIGHT AS NOTED A. Steel Floor and Form Units' Max 3 in. deep galvanized steel fluted units. SECTION AA i c B. Concrete: Min. 2-112 In, thick reinforced concrete, as measured from the top plane CONTINUOUS WALL ANGLE (EDGE CUT OF CEILING I . Wall Assembly The I or 2 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of SUSPENDED ACOU5T. TILE OR GYP. of the floor units. Y5T1=M A5 NOTED. I I • TILE SHALL BE AS SPECIFIED, REFER TO 2, Wall Assembly: The i or 2 hour fire -rated gypsum wallboard/steel stud wall assembly shall the materials and 1n the manner described in the individual U300 or 0400 Serres Wall f Partition BD, CEILING 5 REFLECTED CEILING PLAN). be constructed of the materials and In the manner described in the indlvldual U400 Series Wall or Designs In the UL Fire Resistance Directory and shall include the following construction features: 1 Partition Designs in the UL Fire Resistance Directory and Shall Include the following construction A. Studs Wall framing may consist of either wood Studs or steel channel studs, Wood Studs to con5i5t 1 3 5/8" METAL STUDS AT 24" O.C. w/ 1 3.5/8" 20 GA METAL STUDS AT 24" O.C. WITH ONE (I) LAYER features: of nom 2 by 4 in. lumber spaced I G in. OC with nom 2 by 4 in, lumber end plates and cross braces. 5/8" GYP. BD. EACH SIDE FROM FLOOR GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) A. Steel Floor and Ceiling Runners: Floor and ceiling runners of wall assembly Shall consist Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. SLAB TO G" ABOVE FINISH CEILING. I EACH SIDE, FROM FLOOR SLAB TO DECK ABOVE, of galvanized Steel channels Sized to accommodate Steel studs (Item 2B). Ceiling B, Gypsum Board" Nom 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard runner to be Secured to valleys of Steel floor units (Item A) with Steel fasteners or type, number of layers and sheet orientation Shall be a5 specified in the individual Wall and Partition by WCId5 Spaced max 24 in. OC. Design. Diam of circular through opening cut through gypsum wallboard on each Side of wall assembly to B. Studs: Steel studs to be min. 3- f /2 in. wide. Studs cut I/2 to 3/4 In. less m be min O in, (point contact) to max I In. larger than outside dram of flexible metal conduit (Item 2) FIBERGLASS SOUND NOTE: length than assembly height with bottom nesting in and resting on floor runner and with installed In through opening. Side edge of circular opening to be min 3 in. from nearest stud in wall INSULATION WHERE to ne5tin in ceilin runner with or without attachment. Stud spacing not to exceed cavity. SHOWN- SEE FLOOR PLAN ONE (1) HOUR WALL A55EMBLY SHALL CONFORM TO 24 In. OC. g C, Fasteners When wood stud framing 15 employed, gypsum wallboard attached to 5tud5 with cement UL DE51GN NO, U465 C. Wallboard, Gypsum Wallboard sheets Installed to a min. total thickness of 5/8 in. coated nails as Specified 1n the individual Wall or Partition Design. When steel channel stud framing e BASE AS SCHEDULED. and 1- 1/4 in, on each side of wall for I and 2 hour rated assemblies, respectively. employed, gypsum wallboard attached to studs with Type Sself-drllling, self -tapping bugle -head Steel J I Wall to be constructed as Specified in the individual Wall and Partition Design In the screws a5 5pecifled In the Individual Wall or Partition Design. CONTINUOUS METAL STUD RUNNER, ANCHORED TO SLAB w/POWER CONTINUOUS FLOOR CHANNEL PER UL DESIGN, UL fire Resistance Directory, except that wallboard is cut to the contour of the 2. Through Penetrating Product" -- Flexible Metal Conduit Nom 4 +n. dram (or Smaller) aluminum or steel 1i Steel floor units with a max 3/4 In. gap between the top of the wallboard and the Flexible Metal Conduit+. Max one flexible metal conduit to be installed near center of circular opening in = DRIVEN FASTENERS AT 24 O.C. BASE AS SCHEDULED. gypsum wallboard. Flexible metal conduit to be rigidly supported on both sides of wall as5embly. bottom of the floor urnt5, The hourly fire rating of the joint 5y5tem 15 dependent on the hourly fire rating of the wall. AFC CABLE SYSTEMS INC ALL 3. Fill, Vold or Cavity Material': Caulk min. 5/8 in. and 1 -1 /4 1n. thickness of fill material for 3, FIII, Vold or Cavity Materia!" -- Caulk Caulk fill material forced into annular Space around entire 2 Wall I SI and 2 hour rated assemblies, respectively, installed on each Side of the wall between the top of circumference of through penetrating product to completely fill opening in gypsum wallboard layers onFLOOR NO: Wa11 Sectioneach side of the wall assembly. A min 5/8 in, thickness of caulk 15 required for the I hr F Rating. A min _ 1- 1/2" = I '-0" the wallboard and all surfaces of the Steel floor units, flush with each surface of the wall. MINNESOTA MINING � MFG CO - CP 25WP+ 1-1 /4 in, thickness of caulk 15 required for the 2 hr F Rating. nci /\ 2 i I/2 - I 0 A-2 • BEARING THE UL CLASSIFICATION MARK. 3M COMPANY -- CP 25WB+ • 'Bearing the UL Classification Mark 5HEET NO. DRAWN BY: LJZ / RH DATE: 07/03/08 5CALE:A5 NOTED SECOND FLOOR PLAN, NOTES * DETAI L5 REVIEW BY: LPH/PMH PROJ + N O . 041001108 **CENTER SPRINKLER HEADS IN CEILING TILES** Y A.F.F. ' A Fir5t Floor Reflected Ceiliniq Plan J REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR ADDITIONAL LIGHT FIXTURE INFORMATION, TYP. CEILING LEGEND QDENOTES 2 X 4 LAY -IN FLUORESCENT LIGHT FIXTURES. DENOTES 2 X 4 LAY -IN FLUORESCENT EMERGENCY LIGHT FIXTURES. DENOTES 2 X 2 LAY -IN FLUORESCENT LIGHT FIXTURES. DENOTES 2 X 2 LAY -IN FLUORESCENT EMERGENCY LIGHT FIXTURES. O DENOTES RECESSED DOWNLIGHT. 0 DENOTES RECESSED EMERGENCY DOWNLIGHT. DENOTES MONO POINT PENDANT LIGHT FIXTURE • DENOTES SUSPENDED DIRECT/INDIRECT LIGHT FIXTURE DENOTES LOW VOLTAGE TRACK LIGHT FIXTURE 4-4 DENOTES MIRROR WITH 51DELIGMT(5) 4 DENOTES DECO WALL SCONCE FIXTURE, 4 DENOTES WALL MTD. FLUOR. LIGHT FIXTURE WI MOTION SENSOR �---� DENOTES SUSPENTED INDUSTRIAL FLUORESCENT LIGHT FIXTURE DENOTES WALL MOUNTED EMERGENCY LIGHT FIXTURE WITH TWO (2) LAMPS AND BATTERY BACK-UP WIRED INTO BUILDING EMERGENCY SYSTEM. DENOTES ILLUMINATED EXIT LIGHT FIXTURE. SHADED QUAKTER(5) DENOTE ILLUMINATED FACE(S). ARROWS DENOTE DIRECTION. DENOTES NEW 2X2 ACOUSTICAL CEILING TILE- REFER TO FINISH PLAN DENOTES NEW PAINTED GYP. BOARD CEILING- REFER TO FINISH PLAN Q I - P5A #2 (TENANT COMMENTS) 4/23/08 REVISIONS: JG ` PROVIDE NEW SUSPENDED CEILING GRID SYSTEM AT 9'-0" A.F.F. THROUGHOUT, UNLESS NOTED OTHERWISE. ` PROVIDE SUSPENDED CEILING SYSTEM AS INDICATED ON FINISH SCHEDULE, MANUFACTURERS STD. WHITE CEILING TILES AND GRID, TRIM AND ACCESSORIES. SUSPENSION -WIRES TO BE MINIMUM 12 GAUGE SPACED AT 48" O.C. EACH WAY. " THE PROJECT 15 TO BE PROVIDED WITH NEW HVAC SYSTEM, REFER TO ENGINEERING NORTH DRAWINGS ATTACHED FOR LOCATION OF EQUIPMENT AND AIR DISTRIBUTION DEVICES. HVAC DESIGN: DRAWINGS ILLUSTRATING THE DESIGN OF ALL NEW HVAC 5Y5TEM(5) DESIGN, SHALL BE: " PROVIDED BY EIERMAN ENGINEERING INC.. REFER TO ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. FIRE PROTECTION (SPRINKLERS AND ALARMS) FIRE SPRINKLER SYSTEM LAYOUT SHOWING NEW, RELOCATED OR EXISTING FIRE SPRINKLER HEAD LOCATIONS SHALL BE PREPARED BY THE INSTALLING CONTRACTOR OR OTHER SUCH AUTHORIZED PROFESSIONAL, WITH INSTALLATION DRAWINGS, FIRE FLOW CALCULATIONS, AND ALL OTHER REQUIRED DATA, SUBMITTED TO THE PLANS REVIEW OFFICE HAVING JURISDICTION, SIGNED/SEALED AS MAY BE REQUIRED, FOR REVIEW AND APPROVAL, ONE COPY OF THE APPROVED DRAWINGS SMALL BE SUBMITTED TO THE BUILDING MANAGEMENT OR OWNER FOR REFERENCE AND RECORD. RELOCATE FIRE SPRINKLER HEADS WHICH CONFLICT WITH THE NEW WORK INCLUDING BUT NOT LIMITED TO: LIGHT FIXTURES; HVAC DIFFU5ER5/GRILL5; DROPPED AND/OR RAISED CEILING5150FFIT; PARTITIONS, MILLWORK, ETC. PROVIDE 5EMI-RECE55ED FIRE SPRINKLER HEADS UNLE55 OTHERWISE NOTED, AND PROVIDE ESCUTCEONS TO MATCH EXISTING 5Y5TEM OR AS OTHERWISE NOTED ELECTRICAL DESIGN: DRAWINGS ILLUSTRATING THE MODIFICATIONS TO THE BASE BUILDING ELECTRICAL SYSTEM RELATING TO THE NEW CONSTRUCTION SHALL BE: " PROVIDED BY MATERN PROFE5510NAL ENGINEERING, PA. REFER TO ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. TELEPHONE EQUIPMENT: THE OWNER/TENANT SHALL BE RESPONSIBLE FOR PURCHASE AND INSTALLATION OF TELEPHONE EQUIPMENT, INCLUDING ALL CABLING, WIRING, TERMINATION DEVICES, ETC. UNLE55 OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL PROVIDE: ONE (1) SEPARATE DEDICATED ELECTRICAL OUTLET FOR TELEPHONE EQUIPMENT, ONE (1) FIRE TREATED PLYWOOD MOUNTING, PAINTED TO MATCH WALL); AND ONE (1) EMT "HOMERUN" FROM TENANT T.T,B. TO THE BASE BUILDING TELEPHONE SERVICE ENTRY, SIZE OF TELEPHONE BOARD, EMT HOME RUN, AND/OR SPECIAL GROUNDING REQUIREMENTS TO BE COORDINATED WITH OWNER/TENANT. COORDINATE TELEPHONE INSTALLATION TO AVOID CONFLICTS IN THE CONSTRUCTION SCHEDULE. 2''0" i 5offit Detail A-3 **CENTER SPRINKLER HEADS IN CEILING TILES** `r A.F.F. Y A.F.F. B 5econd Floor Reflected Cedin A-3 1 112" = 1-0" 3-5/8" MET. STUD LIGHT GAUGE FRAMING 5/8" GYP BOARD ON 3-5/8" LIGHT GAUGE FRAMING Z_ u 9'-0" A.F.F. 3-5/8" x 3-5/8" MET. BOX FRAME RECE55ED DOWN LIGHT BEYOND LINE OF ROOF DECK ABOVE SUSP. ACOUSTICAL TILE CLG.- REFER TO FIN PLAN I O' -O" A.F.F. 5/8" GYP BOARD SOFFIT OVER 3-5/8" MET. STUDS, PROVIDE DIAGNAL BRACING FOR LATERAL SUPPORT 9'-O" — — A.F.F. RECESSED DOWN LIGHT- REFER TO ELECT. DWG'S 2 A-3 II II ";I JA.F.F. II i a A.F.F. 3 5/8" MET, STUD BOX BEAM Soffa Detail DRAWN BY: LJZ / KH REVIEW BY: LPH/FMH 2'-0" DATE: 07/03/08 P ROJ . 04/001 J08 NO. A-3 THK, GYP. BOARD ON 3 MET. STUDS AT 24" O.C., mAx., TYP. Gyp. Board header Detail 1 112" = 1'-0" SCALE:AS NOTED FIRST AND SECOND FLOOR REFLECTED CEILING PLANS, NOTES AND DETAILS 00 O Q N i Fred M. H phrey Registered Amhitetl Florida Reg. No. 4374 Q O Va c h c 08c: O r W _j 0 W z>� 0 I__Ln �o 0 FLOOR NO: 1*2 SHEET NO. A-3 k.e .y cw Lz 00 opo d� J d M _ 00 O Q N i Fred M. H phrey Registered Amhitetl Florida Reg. No. 4374 Q O Va c h c 08c: O r W _j 0 W z>� 0 I__Ln �o 0 FLOOR NO: 1*2 SHEET NO. A-3 "S" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. PLYWOOD ON 1 112" MET. DECK, SEE STRUCT. DWGS., OVER PRE -ENG. MET, ROOF TRUSSES 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING 1/4" TINTED GLA55 IN ALUMINUM FRAME EQUAL TO KAWNEEK TRI FAB VG 450- REFER TO WINDOW SCHEDULE ON SHEET A -G 3" RADIUS POLYURETHANE DECORATIVE BAND 0 � I � [oz North Elevation 1151' TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK, PLYWOOD ON 1 1/2" MET, DECK, SEE STRUCT. DWG5., OVER PRE -ENG. MET, ROOF TRUSSES 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING 1/4" TINTED GLASS IN ALUMINUM FRAME EQUAL TO KAWNEER TRI FAB VG 450- REFER TO WINDO SCHEDULE ON SHEET A -G v 0 REV15ION5: West Elevation 2 O 3 owe] C 1 -2 I TA-7 r s 1 FYPON DENTIL BLOCK SOFFIT MOULDING MLD370-8 OR EQUAL I 9" TRADITIONAL WINDOW CROSSHEAD WITH TRIM L1 13 STRIP BY FYPON OR EQUAL j7\ E 1/811 = 1'-01' =1 /73 3 M X �I ®r=~moi®1®I®M! F I`YPOI I DENTIL BLOCK U 1 20 SOFF T MOULDING 1BER MLD3 0-8 OR EQUAL 911 T DITIONAL WINDOW CRO HEAD WITH TRIM 5TRI BY FYPON OR EQUAL 1 3/4" THK. X 4" WIDE POLYURETHANE FLAT TRIM, 3" RA IU5 POLYU I`IA E DECO TIVE BAND G EXTEND TO STRUCTURE ABOVE CEMENT PLASTER CONTROL JOINT, TYP, DRY -STACK FAUX STONE PLASTER BASE=-TYP UL DESIGN No. U412 NONBEARING WALL RATING - 2 HR. 18" 5TUD5 @ 24" O.C. W/ 5/8" . BD. EA. SIDE AND 4" :RGLA55 SOUND IN5UL EL SUPPORT BEAM — SEE IUCTURAI. ENGINEER'S DRAWINGS ' DIA. HANGER RODS - PROVIDE NY SUPPORT PER MFR'S ;OMMENDATION, IF REQUIRED TALL SOUND PARTITION: ONE (1) LAYER, 5/8" '. BOARD, EA. 51DE OF 3 5/8" MET. STUDS @ O.C. W/ SOUND BATT IN5UL. FULL HT. AND DUST. SEALANT AT ALL JOINTS, FROM TOP OF SCK ASSEMBLY TO UNDERSIDE OF DECK ABOVE 1. Floor and Ceiling Runner -- (Not Shown) -- 25 MSG (min) galy steel I in. high, return legs 12'-0" A.F.F. b 1-5/8 in, wide (min), attached to floor and ceiling with fa5tener5 24 in. OC. 2. Steel Studs -- 1-5/8 in. wide (min), 1 -1 /4 in, legs, 1/4 in, return, formed of 25 M5G (min) MANUFACTURER'S STANDARD HEAVY galy steel max Stud spacing 24 in. OC. Studs to be cut 3/4 in. Ie55 than assembly height. DUTY ALUMINUM TRACK 6" X 6" DECORATIVE, 3. Batts and Blankets° -- (Optional) -- Mineral wool or glass fiber batty, partially or completely PRE -FIN. GUTTER W/ 5" X 5" filling stud cavity. Fasten each batt to wallboard base layer with a min 9/1 G in. long staple. Use FOLDING PARTITION EQUAL TO PRE -FIN. DOWN5POUT5 five staples for each 4 ft long piece. Drive one Staple n the center of each piece and a staple HUFCOR' SERIES 632 TOP ,a- - k nnrnrnv 'A 1n frnm SUPPORTED See Batts and Blankets (BZJZ) category for names of manufacturers. 3A. Fiber, Sprayed` -- A5 an alternate to Batts and Blankets (item 3) -- Spray applied ceIIUlose 130'-O° m5ulation material. The fiber 15 applied with water to completely fill the enclosed cavity in TRUSS BEARING accordance with the application instructions 5uppfied with the product. Nominal dry density of "5" TILE ON 5ATTEN5 OVER 30# 3.0 Ib/ft3. Alternate application method: The fiber 15 applied with U.S. Greenfiber LLC Type Detail ROOFING FELT ON 5/8" THK. AD 100 hot melt adhesive at a nominal ratio of oneKpart adhesive to G.G parts fiber to 2 ead DENS -DECK ON 1 1/2" MET. DECK, completely fill the enclosed cavity in accordance with the application instructions supplied with SEE STRUCT. DWGS., OVER the product. Nominal dry density of 2.5 Ib/ft3. I I/2" = I' -O" PRE -ENG. MET. ROOF TRU55E5 U 5 GREENFIBER L L C -- Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) _ 122'-0" 3B. Fiber, Sprayed" -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray WINDOW HEAD applied cellulose m5ulat on material. The fiber 15 applied with water to interior surfaces in accordance with the application in5truction5 Supplied with the product. Applied to completely TYPICAL TWO HOUR WALL SECTION fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. 1 17-0" NU -WOOL CO INC -- Cellulose insulation 1. WINDOW SILL 4. Gypsum Board" -- 1/2 in. thick. Wallboard applied vertically in two layers. (Laminated CONTINUOUS CEILING CHANNEL AS SPECIFIED, _ I i 4'-0" System) inner layer attached to studs with I in, long Type S steel 5crew5 spaced 24 in. O.C. . . REFER TO UL DESIGN NOTED. SECOND FLOOR along vertical edges and 24 in. O.C. in the field. Outer layer laminated to inner layer with Joint compound, applied with a notched spreader producing continuous beads of compound about 108'-0" 3/8 in. n diameter, spaced not greater than 2 in. O.C. Joints of laminated outer layer offset 12 INSULATION FULL HT. OF WALL PER WINDOW HEAD in. from inner layer Joints. Outer layer wallboard attached to inner layer with 1-1/2 in. long UL DESIGN (OMIT IF NOT REQUIRED). Type G steel 5crew5 Spaced 24 in. O.C. along edges and center line of each sheet. 103'-0" Optional, (Direct Attached 5y5tem) Wallboard applied vertically in two layers. Inner layer WINDOW SILL attached to studs with i in. long Type 5 steel screws Spaced 24 in. O.C. in the field and f aloe the vertical ed es Outer layer attached to the studs over the inner layer with 1-5/8 in. 9 _J 100'-0" long Type S steel 5crew5 spaced 1 2 in. O.C. in the field, along the vertical edges, and to the FIN. CEILING TYPE + HT. AS SPECIFIED REF. FIN. FLP,. floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer Joints. Optional, (Direct Attached 5y5tem) Inner layer wallboard applied vertically, outer layer wallboard applied horizontally, inner layer attached to Studs with I in. Type 5 Steel screws CONTINUOUS WALL ANGLE (EDGE CUT OF spaced 24 in. O.C. along vertical edges and in the field. Outer layer attached to the studs I CEILING TILE SHALL BE A5 SPECIFIED, r r r over the inner layer with 1-5/8 in. long Type 5 steel Screws spaced 12 in. OC in the field, REFER TO REFLECTED CEILING PLAN). along the vertical edges, and to the floor and cell ng runners. Outer layer Secured to inner I G" X 20 GA. METAL STUDS AT 24" O.C. WITH ONE (2) LAYERS layer wallboard with 1-1/2 in. long Type G steel screws located midway between studs and I GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) EACH SIDE, in. from the horizontal Joint. FROM FLOOR SLAB TO DECK ABOVE. Outer layer wallboard Joints covered with Joint tape and min two coats of Joint compound, and Screw heads covered with min two coats of Joint compound. As an alternate, nom 3/32 in. j 5 PSF thick gypsum veneer plaster may be applied to the entire Surface of Cla55ified veneer baseboard. Joints reinforced. AMERICAN GYPSUM CO -- Type5 AG -C. CERTAINTEED GYPSUM INC -- Type FRPC, ProRoc Type C. CERTAINTEED GYPSUM CANADA INC -- ProR c Type C. Y T C iP X2 IPC AR r WRC iTUD SPACING (IN) O.C. U 1 20 U240 7 g 1BER Z 25-33 IG 1 3/4" THK. X 4" WIDE 24'G" 2 1 ' 4" 91_011 POLYURETHANE FLAT 27' 2" 2 1'7" A.F.F TRIM, TYP. ACOUSTICAL 1381 0" TILE CEILING TRUSS BEARING — — — — FYPON MOULDING — 132'-4 1/2" 5/8" GYP.BOARD MLDG30- 10 OR EQUAL TRU55 BEARING 11A1 z..s — 130'-0" TRUSS BEARING 17 it — I 8 - - — — A.F.F. «..... ... 7 011 _ 12 -- DIAGONAL 2-1/2" DIA �', TOP OF ROOF BRACING 1221 011 5/8" GYP.BOARD ON 7/8" HAT _ CHANNELS @ 24" O.C. OVER WINDOW HEAD HEAD 2-1/2" METAL STUDS @ 48" O.C. SUSPENDED FROM STRUCTURE 1 17-0" ABOVE WITH 10 GA. WIRE, TYP. _ WINDOW SILL 1 14'-0" — SECOND FLOOR I CeilinqTransition Detail 1 3 A-5 108'-0" A 1 1/211 = I'-011 A-5 WINDOW HEAD 1031-011 LJ r7l I I— WINDOW SILL 100-o FOLDING PARTITION HEAD DETAIL REF. FIN. FLP,. — CEMENT PLASTER CONTROL JOINT, TYP, DRY -STACK FAUX STONE PLASTER BASE=-TYP UL DESIGN No. U412 NONBEARING WALL RATING - 2 HR. 18" 5TUD5 @ 24" O.C. W/ 5/8" . BD. EA. SIDE AND 4" :RGLA55 SOUND IN5UL EL SUPPORT BEAM — SEE IUCTURAI. ENGINEER'S DRAWINGS ' DIA. HANGER RODS - PROVIDE NY SUPPORT PER MFR'S ;OMMENDATION, IF REQUIRED TALL SOUND PARTITION: ONE (1) LAYER, 5/8" '. BOARD, EA. 51DE OF 3 5/8" MET. STUDS @ O.C. W/ SOUND BATT IN5UL. FULL HT. AND DUST. SEALANT AT ALL JOINTS, FROM TOP OF SCK ASSEMBLY TO UNDERSIDE OF DECK ABOVE 1. Floor and Ceiling Runner -- (Not Shown) -- 25 MSG (min) galy steel I in. high, return legs 12'-0" A.F.F. b 1-5/8 in, wide (min), attached to floor and ceiling with fa5tener5 24 in. OC. 2. Steel Studs -- 1-5/8 in. wide (min), 1 -1 /4 in, legs, 1/4 in, return, formed of 25 M5G (min) MANUFACTURER'S STANDARD HEAVY galy steel max Stud spacing 24 in. OC. Studs to be cut 3/4 in. Ie55 than assembly height. DUTY ALUMINUM TRACK 6" X 6" DECORATIVE, 3. Batts and Blankets° -- (Optional) -- Mineral wool or glass fiber batty, partially or completely PRE -FIN. GUTTER W/ 5" X 5" filling stud cavity. Fasten each batt to wallboard base layer with a min 9/1 G in. long staple. Use FOLDING PARTITION EQUAL TO PRE -FIN. DOWN5POUT5 five staples for each 4 ft long piece. Drive one Staple n the center of each piece and a staple HUFCOR' SERIES 632 TOP ,a- - k nnrnrnv 'A 1n frnm SUPPORTED See Batts and Blankets (BZJZ) category for names of manufacturers. 3A. Fiber, Sprayed` -- A5 an alternate to Batts and Blankets (item 3) -- Spray applied ceIIUlose 130'-O° m5ulation material. The fiber 15 applied with water to completely fill the enclosed cavity in TRUSS BEARING accordance with the application instructions 5uppfied with the product. Nominal dry density of "5" TILE ON 5ATTEN5 OVER 30# 3.0 Ib/ft3. Alternate application method: The fiber 15 applied with U.S. Greenfiber LLC Type Detail ROOFING FELT ON 5/8" THK. AD 100 hot melt adhesive at a nominal ratio of oneKpart adhesive to G.G parts fiber to 2 ead DENS -DECK ON 1 1/2" MET. DECK, completely fill the enclosed cavity in accordance with the application instructions supplied with SEE STRUCT. DWGS., OVER the product. Nominal dry density of 2.5 Ib/ft3. I I/2" = I' -O" PRE -ENG. MET. ROOF TRU55E5 U 5 GREENFIBER L L C -- Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) _ 122'-0" 3B. Fiber, Sprayed" -- As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray WINDOW HEAD applied cellulose m5ulat on material. The fiber 15 applied with water to interior surfaces in accordance with the application in5truction5 Supplied with the product. Applied to completely TYPICAL TWO HOUR WALL SECTION fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. 1 17-0" NU -WOOL CO INC -- Cellulose insulation 1. WINDOW SILL 4. Gypsum Board" -- 1/2 in. thick. Wallboard applied vertically in two layers. (Laminated CONTINUOUS CEILING CHANNEL AS SPECIFIED, _ I i 4'-0" System) inner layer attached to studs with I in, long Type S steel 5crew5 spaced 24 in. O.C. . . REFER TO UL DESIGN NOTED. SECOND FLOOR along vertical edges and 24 in. O.C. in the field. Outer layer laminated to inner layer with Joint compound, applied with a notched spreader producing continuous beads of compound about 108'-0" 3/8 in. n diameter, spaced not greater than 2 in. O.C. Joints of laminated outer layer offset 12 INSULATION FULL HT. OF WALL PER WINDOW HEAD in. from inner layer Joints. Outer layer wallboard attached to inner layer with 1-1/2 in. long UL DESIGN (OMIT IF NOT REQUIRED). Type G steel 5crew5 Spaced 24 in. O.C. along edges and center line of each sheet. 103'-0" Optional, (Direct Attached 5y5tem) Wallboard applied vertically in two layers. Inner layer WINDOW SILL attached to studs with i in. long Type 5 steel screws Spaced 24 in. O.C. in the field and f aloe the vertical ed es Outer layer attached to the studs over the inner layer with 1-5/8 in. 9 _J 100'-0" long Type S steel 5crew5 spaced 1 2 in. O.C. in the field, along the vertical edges, and to the FIN. CEILING TYPE + HT. AS SPECIFIED REF. FIN. FLP,. floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer Joints. Optional, (Direct Attached 5y5tem) Inner layer wallboard applied vertically, outer layer wallboard applied horizontally, inner layer attached to Studs with I in. Type 5 Steel screws CONTINUOUS WALL ANGLE (EDGE CUT OF spaced 24 in. O.C. along vertical edges and in the field. Outer layer attached to the studs I CEILING TILE SHALL BE A5 SPECIFIED, r r r over the inner layer with 1-5/8 in. long Type 5 steel Screws spaced 12 in. OC in the field, REFER TO REFLECTED CEILING PLAN). along the vertical edges, and to the floor and cell ng runners. Outer layer Secured to inner I G" X 20 GA. METAL STUDS AT 24" O.C. WITH ONE (2) LAYERS layer wallboard with 1-1/2 in. long Type G steel screws located midway between studs and I GYPSUM WALL BOARD (AS SPECIFIED BY UL DESIGN) EACH SIDE, in. from the horizontal Joint. FROM FLOOR SLAB TO DECK ABOVE. Outer layer wallboard Joints covered with Joint tape and min two coats of Joint compound, and Screw heads covered with min two coats of Joint compound. As an alternate, nom 3/32 in. j 5 PSF thick gypsum veneer plaster may be applied to the entire Surface of Cla55ified veneer baseboard. Joints reinforced. AMERICAN GYPSUM CO -- Type5 AG -C. CERTAINTEED GYPSUM INC -- Type FRPC, ProRoc Type C. CERTAINTEED GYPSUM CANADA INC -- ProR c Type C. Y T C iP X2 IPC AR r WRC iTUD SPACING (IN) O.C. U 1 20 U240 L/3G0 1BER 25-33 IG 30' 10" 24'G" 2 1 ' 4" 24 27' 2" 2 1'7" 18' 10" CANADIAN GYPSUM COMPAN -- ype - - o -- - G -P GYPSUM CORP, SUB OF ; I ; ;—BASE AS SCHEDULED GEORGIA -PACIFIC CORP -- Types 5, C, ,DAP, DA. CONTINUOUS FLOOR CHANNEL PER UL DESIGN. LAFARGE NORTH AMERICA INC --Type LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO -- Types FSK -C, F5W-G, F5W-C, F5MR-C. PABCO BUILDING PRODUCTS L L C, DBA NOTE: PA15CO GYPSUM -- Type PG -C. TWO (2) HOUR WALL ASSEMBLY SHALL CONFORM TO UL TEMPLE-INLAND FOREST PRODUCTS CORP -- Type TG -C. DESIGN NO. U4 12 UNITED STATES GYPSUM CO -- Type C, IP -X2, iPC-AR or WRC. USG MEXICO S A DE C V -- Type C, IP -X2, iPC-AR or WRC. 4A. Gyp5um Board'" -- (As an alternate to Item 4) -- 5/8 in. thick. Two layers installed by 3 Wa I I section any method a5 de5cribed in Item 4. NATIONAL GYPSUM CO -- Type F5MR-C. �-4 I - I /2" = I '-0" 'Bearing the UL Classification Mark Last Updated on 2007-03-05 DRAWN BY: UZ/ KH DATE: 07/03/08 5CALE:A5 NOTED EXTERIOR NORTH AND WEST BUILDING REVIEW BY: LPH/FMH NO 04/001/08 ELEVATIONS AND DETAILS 00 0 0 N Fred M.hrey Registered A hite�t� Florida Reg. No. 4374 f� ti a _o CID O 04 Lo W cmo LO C� W 0 0.° 0) N CID i—� LO C I` w rno o z W o Va V 0�L �U 00 Ew USN L.L W ._.J W z> o L CV O ( c� 2 n n FLOOR NO: N/A. 5HEET NO. "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK, PLYWOOD ON 1 1/2" MET. DECK, SEE STRUCT. DWG5., OVER PRE -ENG. MET. ROOF TRUSSES 13 1 5/8" CEMENT PLA51-EK (2 COAL PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK- RLFEK TO STRUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING 1/4" TINTED GLASS IN ALUMINUM FRAML EQUAL TO KAWNEEK TRI FAB 450- REFER TO WINDOW SCHEDULE ON SHEET A -G 3" RADIUS POLYURETHANE DECORATIVE BAND "5" TILE ON BATTENS OVER 30# ROOFING l'EL1 ON 5/8" THK. DE -N5 -DE -CK ON 1 112" MET. DECK, SEE STRUCT. DWGS., OVER PRE -ENG. MET. ROOF TRUSSES A South Elevation A-5 G "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. PLYWOOD ON 1 112" MET. DECK, SEE STRUCT. DWG5., OVER PRE -ENG. MET. ROOF TRUSSES 5/8" CEMENT PLASTER (2 COAT U �J� 13 PROCESS) OVER 8" REINFORCED0 SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWINGS PILL ALL NON-REINF. CMU FOR FILLED CELLS AND REINFORCING c� 1/4" TINTED GLA55 IN ALUMINUM U FRAME EQUAL TO KAWNEER TRI .......... FAB 450- REFER TO WINDOW L SCHEDULE ON SHEET A -G J C CORNER DETAIL5 OF WALL BOARD D SUPPORT SYSTEMS WITHOUT STEEL COVERS 0 G.7 3" RADIUS POLYURETHANE DECORATIVE BAND z 1 3/4" THK. X 4" WIDE TRUSS BEARING POLYURETHANE FLAT ,a TRIM, TYP. 0 1 L ^ POR FILLED CELLS AND REINFORCING L J NlMi e East Elevation A-5 1/8" = 1 '-0" REVISIONS: : FYPON DENTIL BLOCK 50FFIT MOULDING MLD370-8 OR EQUAL 9" TRADITIONAL WINDOW CR055HEAD WITH TRIM STRIP BY "ON OR EQUAL 1�m wgw'92a 71 mi ot r, II Willi Emil ....................... EM M 11 FYPON DENTIL BLOCK SOFFIT MOULDING MLD370-8 OR EQUAL 9" TRADITIONAL WINDOW CR055HEAD WITH TRIM STRIP BY "ON OR EQUAL VII I 1 I1-2 CEMENT PLASTER CONTROL JOINT, TYP. "5" TILE ON BA74N5 OVER 30# ROOFING FELT O 5/8" THK. DEN5-DECK ON 1 1/2" MET. DECK, SEE STRUCT. D 5., OVER PRE -ENG. MET, ROOF TRUSSES T I _8 3 G" X G" D ORATIVE, PRE -FIN. UTTER W/ 5" X 5" PRE -FIN. OWN5POUT5 LIL SYSTEM No. X528 RATINGS - 1. 2, AND 3 HR. 0 W � 1-� o M 44 jv W I o °o Q 00 Q Cn CVXX O O I� M "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. DEN5-DECK ON 1 1/2" MET. DECK, SEE STRUCT. DWG5., OVER PRE -ENG. MET. ROOF TRU55E5 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWING5 FOR FILLED CELLS AND REINFORCING CONT. PVC CEMENT PLASTER CONTROL JOINT, TYP. 2 Control Joint Detail - � N.T.S. DRAWN BY: LJZ / Rd DATE: 07/03/08 SCALE:AS NOTED REVIEW BY: LPH/PMH PROJ. 04/001/08 NO. I UL -X-528 -5 3 \Detail N.T.5. U �J� j- PILL ALL NON-REINF. CMU c� CELLS W/ TAILORED FOAM U .� .......... W L u 13 _N J C CORNER DETAIL5 OF WALL BOARD D SUPPORT SYSTEMS WITHOUT STEEL COVERS 0 G.7 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED z TRUSS BEARING ,a r-+ 0 1 L ^ POR FILLED CELLS AND REINFORCING L J — bZ I . Steel Column -- Min sizes of W-shaped and tubular steel columns which appear in the AISC 0('DM !..... ........ ............ ..... .. `')( ) Steel Construction Manual as shown under Item 2. 127-O" — — _ TOP OF ROOF 2. Gypsum Board* For I Hr rating, any 5/8 In. or 1/2 in. thick gypsum wallboard Classified for use in fire resistance assemblies. For 2 Hr and 3 Hr ratings, any 5/8 in. or 1/2 in. thick gypsum wallboard Classified for use in other 2 Hr, 3 Hr or 4 Hr Column Designs. Min total Fred M. Hu hr y _ 1 22'-0" thickness of layers In inches for the varlou5 ratings and min column 517e5 are as follows: Registered Architect WINDOW HEADW-SHAPED COLUMNS Florida Reg. No. 4374 MIN. COLUMN RATING (HOURS) CORNER DETAII-5 FOR VARIOUS RATING5 5IZE 1 2 3 I HR 2HK 3HR. 7-0" TOTAL TH I CKNE55 (IN.) — — WINDOW SILL W4XI3 I 1-I/2 2-1/4 B C D W6X15.5 I 1-112 2-114 B C D 1 14'-0" W I OX49 1/2 1-1/8 1-7/8 A B C — TUBE 5HAFED COLUMNS SECOND FLOOR T5415Y4 B D 3 BY 0. 188 1-5/5 2-1/2 C A-51 08'-0" T5 8 BY 8 Y 0.250 5/8 1-5/8 2-112 A C D WINDOW HEAD Applied in layers as noted in the above 1111-15tratlon5. Boards are to be applied vertically without 0 horizontal Joints. �� CO o 103'-0" See Gypsum Board (CKNX) category for names of manufacturers. N Lo IL— .._ WINDOW SILL * 2A. Gypsum Board -- As an alternate to Item 2- 3/4 in. thick gypsum wallboard. For 2 Hr o o �'-° rating, I - I /2 in. total thickness, installed in accordance with corner dco etail B. For 3 Hr rating, x0 FML — REF. PIN. PLR. 2- I /4 In. total thickness installed in accordance with corner detail C. Boards are to be applied a�'i o m o .-. — x " — - vertically without horizontal Joints. LOti CANADIAN GYPSUM COMPANY -- Type IP -X3 or ULTRACODE S- � CEMENT PLASTER 18-8° UNITED STATES GYPSUM CO -- Type IP -X3 or ULTRACODE USG MEXICO 5 A DE C V Type IP ULTRACODE W `� CONTROL JOINT, TYP. -- -X3 or I I 3. Steel Stud -- 1-5/5 1n. wide with 1-5/1 G and 1-7/1 G in. leg5 having a 1/4- in. folded flange, fabricated from No. 25 MSG galy steel. Length to be 1/2 in. less than the assembly height. 3A. As an alternate to Item 3 Steel Framing Members' -- gaIV. steel clips spaced 4 ft OC and 1 -1 /4 in. from top and bottem of column. A No. 28 MSG galy steel support angle with 1 -1 /4 in, length shall be placed over clips and secured with screws attaching the wallboard. The angle cut I in. less than assembly height splices In angle to occur over clips. The clips for use with wide flange columns only. JOHN WAGNER ASSOCIATE INC, DBA GRABBER -- Types CB, CB I Clips. 4. Corner Beads -- No. 28 MSG galy steel, 1- 1/4 in. legs to be attached to the wallboard with ■ No. G by 11n. 5crew5 spaced 12 in. OC max. U o, 5. Tie Wire -- No. 18 5WG steel wire spaced 24 in. OC used with second layer of wallboard. �C o G. Screws -- For attaching first layer of wallboard to steel studs, and third layer of wallboard to 2 1n. by 2 in. steel angle (25 Ga) to be No. G by I in. (or 1- 1/4 in. for 3/4 in. thick C U wallboard) Phillips head self -drilling, self -tapping double lead screws spaced 24 in. OC For O ■ L attaching second layer of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 1n. steel angle (25 Ga) to be No. G by 1-3/4 in. (or 2-1/4 1n. for 3/4 in, thick wallboard) steel r V screws of the same type spaced 12 in. OC For attaching third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. Screws of the same type spaced 12 in. OC O W 7. PlnishincJ System -- (Not Shown) -- Joint compound applied over corner beads to a thickness of 1/1 Gin. 'Bearing the UL Classification Mark Last Updated on 2006-03- 17 F: — — 132'-4 112' ■ n< TRUSS BEARING "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. DEN5-DECK ON 1 1/2" MET. DECK, SEE STRUCT. DWG5., OVER PRE -ENG. MET. ROOF TRU55E5 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWING5 FOR FILLED CELLS AND REINFORCING CONT. PVC CEMENT PLASTER CONTROL JOINT, TYP. 2 Control Joint Detail - � N.T.S. DRAWN BY: LJZ / Rd DATE: 07/03/08 SCALE:AS NOTED REVIEW BY: LPH/PMH PROJ. 04/001/08 NO. I UL -X-528 -5 3 \Detail N.T.5. U �J� j- PILL ALL NON-REINF. CMU -6 CELLS W/ TAILORED FOAM U .� "CORE -FILL 500" FOAM IN5UL, W L TYPICAL ALL EXT. BLOCK WALLS J O 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED z SMOOTH FACE CONC. BLOCK- ,a REFER TO STRUCTURAL DRAWINGS 0 1 L ^ POR FILLED CELLS AND REINFORCING L J bZ N 0('DM `')( ) EXTRUDED POLYSTYRENE DECORATIVE 3" RADIUS CONTINUOUS MOULDING W/ SYNTHETIC STUCCO FINISH OVER 5/8" DEN5-GLA55 SHEATHING \t.5 3" = I '-0" EXTERIOR SOUTH AND EAST BUILDING ELEVATIONS AND DETAI L5 FLOOR NO: W W W M 4 p m GI -01, 3'-0 3 A7 m A-7 3 A-6 A-7 SIM. 4 A-7 21-011 N 4 3 3 co 3 A-7 A-7 3 m _ _ - 5 - Ln A-7 51M. 51M. O A-6 51M. Q op 4 • 5 • � � acs i� 5 pLn5 651 51M. O 51 M. 51M. 4 M. m 4 IL 4 -5'-/ �� 5PANDRAL 3'-4" WIDE X G'-0" HIGH DARK BRONZE ANODIZED ALUMINUM STOREFRONT I V GLA55 + I'-8" 1'-8" 2 2-0 O FRAMING SYSTEM, EQUAL TO KAWNEER TRIFAB VG 450 , WITH 1/4" THK. W L 3'-4" 2'_p" 5'-4" o A_7 ".. ® SOLAR REFLECTIVE GLA55. PROVIDE KAWNEEK TRIFAB VG 450 W/ 2" 0 -4 1 /2" I -3 5/8" JL '-4 112', A7 oao 3 A-6 A-7 SIM. 4 A-7 21-011 3 3 A-7 A-7 3 _ i 51M. O A-6 51M. Q op A-7 5 � � acs i� 5 pLn5 51M. 51 M. 51M. 4 4 IL 4 cn � cn -4 1 /2" I -3 5/8" JL '-4 112', A7 oao 3 A-6 SIM. 4 A-7 51GHTLINE AT "B I ". W N N 3'-4" WIDE X 5'-0" HIGH DARK BRONZE ANODIZED ALUMINUM STOREFRONT N ................ ;•:•:•:•:•:.:•:•:•;•:�• O FRAMING SYSTEM, EQUAL TO KAWNEER TRIFAB VG 450, WITH 1/ ®4" THK. SOLAR REFLECTIVE GLA55. PROVIDE KAWNEER TRIFAB VG 450 W/ 2" 51GHTLINE AT "C I ". O Ln L = 3'-4" WIDE X 5'-0" HIGH X 2 1/4" DEPTH DARK BRONZE ANODIZED ALUMINUM N O �4 cv O5TOKEFRONT FRAMING 5Y5TEM, EQUAL TO KAWNEER TRIFAB VG 450, WITH ( n iv 1/4" THK. SOLAR REFLECTIVE, 5PANDREL, GLA55. O N • • •il • 3 (`(� V J 2'-0" WIDE X 5'-0" HIGH DARK BRONZE ANODIZED ALUMINUM STOREFRONT 5 A-6 O FRAMING SYSTEM, EQUAL TO KAWNEER TRIFAB VG 450, WITH 1/4" THK. 2 b SOLAR REFLECTIVE GLA55. PROVIDE KAWNEER TRIFAB VG 450 W/ 2" O A-7 SIM. SIM. SIM. A 6 51M. 51GHTLINE AT "EI" N Typ• Typ• O5-4" WIDE X 5'-0" HIGH DARK BRONZE ANODIZED ALUMINUM STOREFRONT • oll oll • FRAMING SYSTEM, EQUAL TO KAWNEER TRIFAB VG 450, WITH 1/4" THK, SOLAR REFLECTIVE GLA55. PROVIDE KAWNEER TRIFAB VG 450 W/ 2" 51GHTLINE AT "F I c`v 4 Ln N A-7 2'-0" WIDE X 5'-0" HIGH X 2 1/4" DEPTH DARK BRONZE ANODIZED ALUMINUM O STOREFRONT FRAMING SYSTEM, EQUAL TO KAWNEER TRIFAB VG 450, WITH I/4" THK. SOLAR REFLECTIVE, SPANDREL, GLASS. FIN.FLR. _ FIN.FLR. _ FIN.FLR. _ FIN.FLR. _ • • FIN. FLR. 1 2'-0" WIDE X I I'-10" HIGH DARK BRONZE ANODIZED ALUMINUM CURTAIN 6 4 N FIN.FLR. - OH WALL 5Y5TEM, EQUAL TO KAWNEER 1600 WALL SYSTEM 1, WITH 1/4" THK. A-7 A-9 O4LA55, ENOTES TEMPERI=D cv SOLAR REFLECTIVE GLA55. TYP. O� O0O O�O O0 DENOTES TEMPERED J 2'-0" WIDE X G'-0" HIGH DARK BRONZE ANODIZED ALUMINUM STOREFRONT O GLASS' TYP. O J FRAMING SYSTEM EQUAL TO KAWNEER T IFAS " O R VG 450, WITH I/4 THK. 2 SOLAR REFLECTIVE GLASS. endow Elevations NOTES: 3/8 - I 0 TRI AB5VG 450 OTHERWISE, OF STANDARD 4 112" A-GFLOOR NO: DEPTH TO HAVE STANDARD 1 3/4" SIGHTLINES - KAWNEER TRI FAB VG 450 FRAMES OF 2 1/4" DEPTH TO HAVE 2" SIGHTLINES N/A DRAWN BY: LJZ / RH DATE: 07/03/08 SCALE:AS NOTED SHEET NO. REVISIONS: PROJ. BUILDING SECTIONS AND DETAILS REVIEW BY: LPH/FMH 04/001/0(5 NO.A-G 7/8" CEM. PLASTER (3 COT PROCESS) PLASTER STUD W/ 1/4" SEALANT JOINT 9" TRADITION CROSSHEAD EXTRUDED POLYSTYRENE STRIP- BY FY DECORATIVE MOULDING W/ SYNTHETIC STUCCO FINISH 5/8" GYP. BD, ON 1 5/8" MET. FURRING @ 24" O.C., IN5UL. AND VAPOR BARRIER 5/8" GYP. BD MET. FURRING . v INSUL, AND � 8" THK. REINF. SMOOTH FACE LINTEL BLOCK WITH 2 #5 REBAR- REFER TO SMOOTH FAC STRUCT. ENG5. DWG5. BLOCK SEE 5 DRAWINGS, F . 1/4" WOOD 51 KAWNEER I COO CURTAIN WALL -5 SYSTEM OR APPROVED EQUAL SEE WDw 5-1/4" x 2-1/2" ALUM FRAME WINDOW I/4" TINTED REFLECTIVE GLASS TEMPERED 1/4" CAULK JC WHERE INDICATED 1/4" TINTED Rf GLASS TEMPE WHERE INDIC) 2 1 Curtain Wall head Detail (Jamb Sim.) 3' A REVISIONS: 3 _'7 Head Detai 3' = 1'-0" ( 4 1511 Detail MARBLE SILL CAULK ALUMINUM WINDOW FRAME OVER P.T. WOOD SHIM CONT, SEALANT EACH 51DE ALUMINUM THRU FLASHING - FINI5H TO MATCH WDW. FRAME SET IN MASTIC SMOOTH FACE CONC BLOCK SEE STRUCTURAL DRAWINGS. FOR REINF. EXTRUDED POLYSTYRENE DECORATIVE MOULDING W/ SYNTHETIC STUCCO FINISH PLASTER STUD W/ 114" 5EALANT JOINT 5/8" GYP. BD. ON 1 5/8" MET. =URRING @ 24" O.C. WITH N5UL. AND VAPOR BARRIER 3" = 1'-0" ALUMINUM WINDOW FRAME OVER P.T. WOOD SHIM 5 -7 y;z urK_ / 12 y __jG "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" TH K. f2 . PLYWOOD ON 1 11211 MET DECK, f,»,,..., SEE STRUCT. DWGS., OVER .. ........................ ....... . PRE -ENG. MET. ROOF TRUSSES I ' I 130'-0" TRUSS BEARING _ 126-3 11411 JOIST BEARING I 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED I SMOOTH FACE CONC. BLOCK - 2 REFER TO STRUCTURAL DRAWINGS - I 0 FOR FILLED CELLS AND REINFORCING SUSPENDED ACOUSTICAL I CEILING- SEE CEILING I PLAN ON SHEET A-3 I 1/4" TINTED GLA55 IN ALUMINUM FRAME EQUAL TO KAWNEER TRI FAB VG 450- REFER TO WINDOW SCHEDULE ON SHEET A -G }....,. REINF. CONCRETE ON METAL DECK- SEE STRUCT DRAWING'S _ 1140 SECOND FLOOR ` FILL ALL NON-REINF. CMU I CELLS W/ TAILORED FOAM "CORE -FILL 500" FOAM INSUL. I TYPICAL ALL EXT. BLOCK WALLS WINDOW HEAD 4" REINFORCED CONCRETE SLAB I ON 10 MIL VAPOR BARRIER OVER CLEAN COMPACTED I TERMITE TREATED 5UB-GRADE- SEE STRUCTURAL DRAWING'S I _ 103'-O ....... � WINDOW SILL I 100'-0'1 _ 1 REF. FIN. PLR, Jamb Detai SMOOTH FACE CONC BLOCK SEE STRUCTURAL DRAWINGS. FOR REINF, 5/8" GYP. BD. ON 1 5/8" MET. FURRING @ 24" O.C., INSUL. AND VAPOR BARRIER 4 4• . v ..4 W J W . 4 0 -5 C ^ L Ln ,- 4 PLASTER STUD W/ 1/47\ " SEALANT JOINT EXTRUDED POLYSTYRENE DECORATIVE MOULDING W/ SYNTHETIC STUCCO FINISH 114" TINTED REFLECTIVE GLAZING TEMPERED WHERE INDICATED 3" = 1 '-0" DRAWN BY: LJZ / RI1 DATE: 07/03/08 5CALE:AS NOTED REVIEW BY: LPH/FMH PROJ. 04/001/0(5 NO. 51LL DETAIL 1/4" TINTED REFLECTIVE GLAZING TEMPERED WHERE INDICATED CAULK - CONT. ALUM. SILL FLASHING, SET IN MASTIC, CONT. 1/4" WOOD SHIM �--- SEALANT CONT. -� EXP. JT. FILLER ----\ BUILDING 5ECTION5 AND DETAIL5 00 0 0 N J Fred M. )vRegistered Architect Florida Reg. No. 4374 FLOOR NO: N/A SHEET NO. A -7 W w m W J W z� 0 -5 ^ L Ln ,- 'J O Mu ` c J FLOOR NO: N/A SHEET NO. A -7 W w m "5" TILE ON BATTENS OVEI ROOFING FELT ON 5/8" TH PLYWOOD ON 1 112" MET. SEE 5TRUCT. DWG5., OVE PRE -ENG. MET. ROOF TRU 130'-0" TOP OF BLOCK 120-9" J015T BEARING STEEL ROOF STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR 51ZE AND SPACING 5/8" CEMENT PLASTER (2, PROCESS) OVER 8" REINF SMOOTH FACE CONC. BLS REFER TO STRUCTURAL DI FOR FILLED CELL5 AND RE 1/4" TINTED GLA55 IN ALUI FRAME EQUAL TO KAWNEf FAB 450- REFER TO WIND SCHEDULE ON SHEET A -G 3" RADIUS POLYURETHANE DECORATIVE BAND, SEE DETAIL 3/A-2 FILL ALL NON-REINF. CMU CELLS W/ TAILORED FOAM "CORE -FILL 500" FOAM IN TYPICAL ALL EXT. BLOCK V 114'-0" SECOND FLOOR 108' -O" WINDOW HEAD 1/4" TINTED GLASS IN ALU' FRAME EQUAL TO KAWNEE FAB 450- REFER TO WING SCHEDULE ON SHEET A -G 103'-0" WINDOW SILL 100'-O" REF, FIN. FLP,. REINFORCED CONCRETE FOOTING- REFER TO STRUCTURAL DRAWINGS FOR FOOTING SCHEDULE Wall Section A REVISIONS: 3/8" - 1 '-0" 7/8" CEM. PLASTER (3 COAT PROCESS) OVER f XP MET. LATH OVER TYVEK (OR EQUAL) ON 15# ASPHALT FELT VAPOR BARRIER OVER 5/8" PLYWOOD SHEATHING ON PRE -ENG. MET, ROOF TRU55E5 AND G" MET. STUDS 4 -PLY MODIFIED BITUMIN BUILT-UP ROOF SYSTEM W/ CAP SHEET, EQUAL TO FIRESTONE 555 4 -PLY SYSTEM, OVER 3. 1 " MIN. (R-1 9 MIN.) POLY -150 RIGID INSULATION W/ RECOVERY BOARD ON METAL ROOF DECK (SEE STRUCTURAL ENG'5 DWG's.) 5/8" GYP. 5D. ON 1 1/2" MET. ZFURR. @ 24" O.C., IN5UL. AND VAPOR BARRIER REINF. CONCRETE SLAB OVER METAL DECKING ON STEEL JOIST'S SEE 5TRUCT DRAWING'S STEEL SECOND FLOOR STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR 51ZE AND SPACING 5/8" GYP. 5D. ON 1 1/2" MET. ZFURR. @ 24" O.C., IN5UL. AND VAPOR BARRIER 4" REINFORCED CONCRETE SLAB ON 10 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED 5U5 -GRADE- SEE 5TRUCTURAL DRAWING'S- EXTEND TERMITE TREATMENT MIN. 12" OUT FROM FACE OF BUILDING- TYP. 7/8" CEM. PLASTER (3 C( PROCESS) OVER EXP Ml OVER TYVEK (OR EQUAL) ASPHALT FELT VAPOR 51 OVER 5/8" PLYWOOD 5H ON PRE -ENG. MET. ROOF TRUSSES AND G" MET. 4 -PLY MODIFIED BITUMIP ROOF SYSTEM W/ CAP 5 TO FIRE5TONE 555 4 -PL OVER 3. 1 " MIN. (R-30 N RIGID INSULATION W/ RE( 50ARD ON METAL ROOF STRUCTURAL ENG'S DWG STEEL ROOF STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR 51ZE AND SPACING SUSPENDED ACOUSTICA CEILING- SEE CEILING PLAN ON DRAWING A-3 REINF. CONCRETE SLAB OVER METAL DECKING ON STEEL JOIST'S SEE 5TRUCT DRAWING'S STEEL SECOND FLOOR STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR 51ZE AND SPACING SUSPENDED ACOU5TICA CEILING- SEE CEILING PLAN ON SHEET A-3 4" REINFORCED CONCRE 10 MIL VAPOR BARRIER i CLEAN COMPACTED TERI TREATED SUB -GRADE- 5 STRUCTURAL DRAWING" TERMITE TREATMENT MIP FROM FACE OF BUILDIN( 0� 2 1 Wall Section WN 3/811- 11-011 DRAWN BY: LJZ REVIEW BY: LPH/FMH DATE: 07/03/08 PROD . 104/001 /08 NO. 5CALE:A5 NOTED WALL 5ECTION5 "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. DEN5-DECK ON 1 1/2" MET. DECK, SEE 5TRUCT. DWG5., OVER PRE -ENG. MET. ROOF TRUSSES 138'-0" TOP OF BLOCK FILL ALL NON-REINF. CMU CELLS W/ TAILORED FOAM "CORE -FILL 500" FOAM INSUL.. TYPICAL ALL EXT. BLOCK WALLS 7/8" CEM. PLASTER OVER LT. GA. METAL STUD FRAMING 132'- 10' BOTT, SOFFIT 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING 1 28'-4 1/4" JOIST BEARING 125'-10 WINDOW HEAD 1/4" TINTED GLASS IN ALUMINUM FRAME EQUAL TO KAWNEER I GOO WALL SYSTEM- REFER TO WINDOW SCHEDULE ON SHEET A -G SECOND FLOOR 3" RADIUS POLYURETHANE DECORATIVE BAND, SEE DETAIL 3/A-2 109'-0" STOREFRONT HEAD 5YNTHETHIC SKIM COAT STUCCO FINISH OVER 5/8" THK. DENS GLASS SHEATHING ON 3-5/8" METAL SOFFIT FRAMING @ 24" O.C., MAX., TYP. 1/4" TINTED GLA55 IN ALUMINUM FRAME EQUAL TO KAWN EER TRI FAB 450- REFER TO WINDOW SCHEDULE ON SHEET A -G 100'-0" REF. FIN. FLR. REINFORCED CONCRETE FOOTING- REFER TO STRUCTURAL DRAWINGS FOR FOOTING SCHEDULE CD 00 N Cy:) Ccn O 00 Lz. 00 ali OO p 0 a.i M 9 LCA Q oD N 00 bas OP Q f` N � O M 0 Fred RegisMrHd hidtey t Florida Reg.Norc 4 I 0 Va C USN W c__ _, 4_-� _0 W U) z> 011^^� u J 0 � N � 0 FLOOR NO: N/A SHEET NO. A-8 0 u7 LO CO rn N ti 0 2 12 _1 1 1 2 "S" TILE ON BATTENS OVER 30# G ROOFING FELT ON 5/8" THK. 44 U 6 PLYWOOD ON I 112" MET. DECK, o N SEE STRUCT. DWG5., OVER C/� m PRE -ENG. MET. ROOF TRUSSES Q t/? < -o ca ` W L4 wo v �, 7 0 00 • o0 ' 132'-4 1/2" zz U `� 4 -PLY MODIFIED BITUMIN 15UILT-UP4-PLY MODIFIED BITUMIN BUILT-UP I TOP OF BLOCK t^ r ROOF SYSTEM W! CAP SHEET, EQUAL ROOF SYSTEM W/ CAP SHEET, EQUAL v 1 TO FIRESTONE SBS 4 -PLY SYSTEM, TO FIRESTONE SBS 4 -PLY SYSTEM, OVER 3. 1" MIN, (R-30 MIN.) POLY -150 OVER 3. 1" MIN. (R-30 MIN.) POLY -150 3 m� �.,. RIGID INSULATION W! RECOVERY RIGID INSULATION W! RECOVERY Q ao = I I 1 -rte rn BOARD ON METAL ROOF DECK (SEE BOARD ON METAL ROOF DECK (SEE `00 STRUCTURAL ENG'5 DWG's.) STRUCTURAL ENG'S DWG's.) I - I I `'"' Q ti 1 <:: o cj x I — 128' —4 I / -4 »,I27 _ JOIST BEARING TOP OF BLOCK ' 5/8" CEMENT PLASTER (2 COAT PROCESS) OVER 8" REINFORCED o SMOOTH FACE CONC. BLOCK - 125' -9" REFER TO STRUCTURAL DRAWINGS JOIST BEARING STEEL ROOF STEEL ROOF FOR FILLED CELLS AND REINFORCING STRUCTURE- REFER TO STRUCTURE- REFER TO STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS FOR 517E AND SPACING FOR SIZE AND SPACING FILL ALL NON -RE INF. CMU --a CELLS W/ TAILORED FOAM LL ALL NON-REINF. CMU r CELLS W/ TAILORED FOAM "CORE -FILL 500" FOAM INSUL. t Al. L EXT. BLOCK WALLS "CORE -FILL 500" FOAM INSUL. TYPICAL rl TYPICAL ALL EXT. BLOCK WALLS Fred H SUSPENDED ACOUSTICAL Register uArchitect SUSPENDED ACOUSTICAL Florida Reg. No. 4314 CEILING- SEE CEILING I I PLAN ON SHEET A-3 CEILING- SEE CEILING 3 l I 5/8" CEMENT PLASTER (2 COAT PLAN ON SHEET A-3 PROCESS) OVER 8" REINFORCED A-� SMOOTH FACE CONC. BLOCK- 1/4" TINTED GLASS IN ALUMINUM REFER TO STRUCTURAL DRAWINGS FRAME EQUAL TO KAWNEER TRI R FILLED CELLS AND REINFORCING FAB 450- REFER TO WINDOW SCHEDULE ON SHEET A -G 4 �7 3" RADIUS POLYURETHANE W 0 o REINF. CONCRETE SLAB REINF. CONCRETE SLAB DECORATIVE BAND, SEE N o OVER METAL DECKING OVER METAL DECKING l DETAIL 3/A-5 W m n Lo ON STEEL JOIST'S SEE ON STEEL JOIST'S SEE �- IoM Lo "5" TILE ON BATTENS OVER 30# STRUCT DRAWING'S STRUCT DRAWING'S tj o ROOFING FELT ON 5/8" THK. �0 oco PLYWOOD ON 1 1/2" MET. DECK, 12 N N SEE STRUCT. DWGS., OVER a � PRE -ENG. MET. ROOF TRUSSES G 1 14-0 1 14-0 w `Mirn 0 SECOND FLOOR _ SECOND FLOOR 110'-8" — — STEEL SECOND FLOOR r ,� •.. TRUSS BEARING STRUCTURE- REFER TO STRUCTURAL DRAWINGS • FOR 51ZE AND SPACING 3 109'-0" STOREFRONT HEAD 107-4" :tz `; ` SUSPENDED ACOUSTICAL DOOR HEAD — 5 I CEILING SEE CEILING 5YNTHETHIC SKIM COAT STUCCO ♦ 1 Q, I PLAN ON SHEET A-3 FINISH OVER 5/8" THK, DENS U " -2 .� J SUSPENDED ACOUSTICAL 3 GLA55 SHEATHING ON 3 -5/8" l .� 3 51M. CEILING- SEE CEILING A-7 -2 METAL SOFFIT FRAMING 5YNTHETHIC SKIM COAT STUCCO PLAN ON SHEET A-3 FINISH OVER 5/8" T 2'-0" 8" HK. DENS A_g GLASS SHEATHING ON 3-5/8" I/4" TINTED GLASS IN ALUMINUM FRAME EQUAL TO KAWNEER TRI O • METAL SOFFIT FRAMING @ 24" FAB 450- REFER TO WINDOW O,C., MAX„ TYP. 4SCHEDULE ON SHEET A-6 4-1 4_0 A-7 ^^U♦♦ REINFORCED CONCRETE 4" REINFORCED CONCRETE SLAB 4" REINFORCED CONCRETE SLAB I' W FOOTING- REFER TO ON I 0 MIL VAPOR BARRIER OVER CLEAN COMPACTED ON 10 MIL VAPOR BARRIER STRUCTURAL DRAWINGS (� TERMITE TREATED SUB -GRADE- OVER CLEAN COMPACTED FOR FOOTING SCHEDULE TERMITE TREATED 5LJ5-GRADE- 100'-0" SEE STRUCTURAL DRAWING'S SEE STRUCTURAL DRAWING'S REF. FIN. FLR. • .j u Wall ;., REF. FIN. FLR, t 100 Sects n 0 r+• � a ., ... .. - ... ,..:, .w. ..,,, .. .,.. 2 REF FIN _ : ,REINFORCED CONCRETE all 5ectionFLR, .,, , of 3/8" r a : ,w s i , 2 F , + A , 9 y + •- FOOTING , , REFER TO ., .. :. , a ... •• v.v .,. .. .. . ,» , .. STRUCTU RAL DRAWINGS ,.. ; , F ,: " • : 3 :' k ,.. � ' ` v � s s s FOR FOOTING SCHEDULE Pxx 5/8" GYP, BD. ON 1 5/8" MET. 4" THICK CONC. WALK. 1/4" TINTED REFLECTIVE `' J STUD @ 24" O.C. FURRING, EXTRUDED POLYSTYRENE GLASS TEMPERED INSUL. AND VAPOR BARRIER 1/4" EXP. JOINT W/ I DECORATIVE MOULDING WHERE INDICATED FILLER MATERIAL. I W/ SYNTHETIC STUCCO 8" THK. REINF. SMOOTH ALUMINUM STORE FRONT FINISH BEYOND W FACE CONC. BLOCK DOOR FRAME BEYOND FILL ALL NON-REINF. CMU CELLS W/ TAILORED FOAM U_j ( LL f' !"CORE -FILL 500" FOAM IN5UL. KAWNEER I GOO CURTAIN 1/4" WINDOW IN ALUMINUM TYPICAL ALLf EXT. BLOCK WALLS WALL SYSTEM OR G STORE FRONT FRAMING APPROVED EQUAL 5-1/4" Z 8" THK. REINF. SMOOTHx 2-112" ALUM FRAME 75 O Q' .. FACE LINTEL BLOCK WALL L 1 a WITH 2 #5 REBAR- REFER � TO STRUCT. ENG'S. DWGS. 5/8" CEMENT PLASTER (2 COAT — PROCESS) OVER 8" REINFORCED '`<»w 4 ALUM. THRESHOLD W/ WEATHER- SMOOTH FACE CONC. BLOCK- 5/8" CEMENT PLASTER (2 O STRIPPING BY PEMKO, MODEL REFER TO STRUCTURAL DRAWINGS COAT PROCESS) OVER 8 -PLASTIC " M QD 27 I A W/ THERMOFOR FILLED CELLS AND REINFORCING REINFORCED SMOOTH t 1 J RUBBER BOTTOM SEAL ON FACE CONC. BLOCK - DOOR OR APPROVED EQUAL, REFER TO STRUCTURAL 71-4" — DRAWINGS FOR FILLED DOOR HEAD SLOPE ALUMINUM WINDOW FRAME CELLS AND REINFORCING OVER P.T. WOOD SHIM Q EXTRUDED POLYSTYRENE SEALANT 4 d d C1d ALUMINUM WINDOW Q DECORATIVE MOULDING d FRAME OVER P.T. W/ SYNTHETIC STUCCO WOOD SHIM FINISH BEYOND 4" HOLLOW METAL DOOR FRAME HEADER 4 d J015T POCKET- SEE STRUCT DWG's 3 head Detail 4 A-9 A-9 Threshold Detail 5 head Detail 6 51ll Detail A! C� 3" = I '-0" ^ ` � h 3" = 1 '-O" 3" = I '-O" FLOOR NO: N/A REVISIONS: DRAWN BY: LJZ DATE: 07/03/08 SCALE:AS NOTED SHEET NO. PROD. WALL SECTIONS REVIEW BY: LPH/FMH 04/00 ! /08 A9 —NO. Roof Plan A- I 1 1/811-11-011 4 -PLY MODIf IF[ SYSTEM W1 CAF 555 4 -PLY 5Y5' MIN.) POLY -150 RECOVERY 50,4 (SEE 5TRUCTUR "S" TILE ON BAT ROOFING FELT ( PLYWOOD ON I SEE 5TRUCT. D FRE -ENG. MET. STEEL ROOF 5 - TO 5TRUCTUR) FOR 51ZE AND � w A REVISIONS: G" Y G" DECORATIVE, PRE -FIN. GUTTER W1 5" X 5" PRE -FIN. DOWNSPOUTS "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/5" THK. PLYWOOD ON 1 112" MET, DECK, SEE 5TRUCT, DWG5., OVER PRE-ENGINEERED MET, ROOF TRU55E5 "5" TILE ON BATTENS OVER 30# ROOFING FELT ON 5/8" THK. 5" TILE ON BATTENS OVER 30# PLYWOOD ON 1 1/2" MET. DECK, ROOFING FELT ON 5/8" THK. -4 SEE 5TRUCT. DWG5., OVER C PLYWOOD ON 1 112" MET. DECK, Cn PRE -ENG. MET. ROOF TRUSSES SEE 5TRUCT. DWG5., OVER C6 m PRE -ENG. MET. ROOF TRUSSES W T ;2,- C, 00 CONT, GALV. MET. SAVE TRIM S rO 0 2x6 P.T. WOOD BLOCKING P.T. I x WOOD FASCIA > 2x2 P.T. WOOD BLOCKING . . ......... o6 C -j 00 fYPON DENTI L BLOCK CJ SOFFIT MOULDING CONT, GALVANIZED vo MLD370-5 OR EQUAL METAL FLASHING 5/8" DENS- GLASS OVER 3-5/8" MET. STUD DOUBLE I x P.T. FRAMING @ 24` O.C. WOOD BLOCKING C3 �- 4" IFYPON FLAT TRIMI . ................ .. . 7/8" CEM. PLASTER (3 COAT FLT 15 3-12 OR EQUAL I PROCESS) OVER EXP MET. LATH OVER TYVEK (OR EQUAL) ON 15# I` fYPON FLAT TRIM ASPHALT FELT VAPOR BARRIER N FLT 124-1 G OR EQUAL OVER 5/8" PLYWOOD SHEATHING I ON PRE -ENG. MET. ROOF fYPON COVE MOULDING TRUSSES AND G" MET. STUDS MLDG30-1 0 OR EQUALPRE-ENGINEERED LIGHT GAUGE ............... Fred M. Hy t 5J8` CEMENT PLASTER (2 COAT METAL ROOF TRUSSES- REFER TO Registered ArchitecFlorida Reg. No. 4374 PROCESS) OVER 8" REINFORCED STRUCTURAL DRAWINGS FOR SIZE SMOOTH FACE CONC. BLOCK - LOCATION AND SPACING REFER TO 5TKUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING Detail 2 D eta i I A-1 I 1- 1/2" - 1'-0" 7/8" CEM. PLASTER (3 COAT PROCESS) OVER EXP MET. LATH OVER TYVEK (OR EQUAL) ON 15# ASPHALT FELT VAPOR BARRIER OVER 5/5" PLYWOOD SHEATHING ON PRE -ENG. Mn. ROOF TRU55E5 AND G` MET. STUDS CONT. GALV. METAL 5PKINGLOCK FLASHING 4" CONTINUOUS FIBER CANT STRIP 4 -PLY MODIFIED BITUMIN BUILT-UP ROOF SYSTEM W1 CAP SHEET, EQUAL TO FIRESTONE 555 4 -PLY SYSTEM, OVER 3. 1 MIN. (K-30 MIN.) POLY -150 RIGID INSULATION W1 RECOVERY BOARD ON METAL ROOF DECK (SEE STRUCTURAL ENG'S DWG'S.) ............... .......................... ........ ...... . . . ...... ... ... ... ...... STEEL ROOF STRUCTURE- REFER .. . . ......... ........ ...... - T G - 5TRUCTU RAL D RW N G5 FOR 517f AND SPACING 3 Deta i I A-1 J 3/4" - P-5 � Detail 3/811- 11-011 PLASTER (3 COAT OVER EXP MET. LATH 'K (OR EQUAL) ON 15# ELT VAPOR BARRIER PLYWOOD SHEATHING G. MET. ROOF \ND G" MET. STUDS EERED LIGHT GAUGE DF TRUSSES- REFER TO AL DRAWINGS FOR 51ZE AND SPACING JIL BLOCK )ULDING � OR EQUAL VE MOULDING 0 OR EQUAL 4 -PLY MODIFIED 51TUMIN BUILT-UP ROOF SYSTEM W1 CAP SHEET, EQUAL TO FIRESTONE 555 4 -PLY 5Y5TEM, OVER 3. 1 " MIN. (R-30 MIN.) POLY -150 RIGID INSULATION W1 RECOVERY BOARD ON METAL ROOF DECK (SEE STRUCTURAL ENG5 DWG5.) CONT. 2x P.T. I WOOD BLOCKING I CONTINUOUS GALV. METAL SAVE TRIM J015T POCKET- SEE 5TRUCT DWG15 STEEL ROOF STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING 5/5" CEMENT PLASTER (2 COAT PROCESS) OVER 5" REINFORCED SMOOTH FACE CONC. BLOCK - REFER TO STRUCTURAL DRAWINGS FOR FILLED CELLS AND REINFORCING O i� ......... . :: ........... .......... ............... I - 112' - 1'-0' DRAWN BY: UZ DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LFH/fMH PROJ. 041001108 NO. ROOF PLAN AND DETAILS 177 4� -GUARD" HATCH LING SYSTEM, EQUAL LLJ u - )DER UP" SAFETY Z> 5T SYSTEM BY CO,- OR EQUAL; 0 ,UNT TO TOP Ln o JG Of LADDER1-4— 17- X x 3'-0" INSULATED 0 QD m Of HATCH BY ncn CO, OR EQUAL E TREATED 2x4 )OD NAILER ALL DUND OPENING FLOOR NO: Roof SHEET NO. A-1 I 1-1/2' 00 0 Cm" cd M Lo LO 9=4 0 ob u Lo 0) 04 Lo r m ig w " Lo 0 C) i� ......... . :: ........... .......... ............... I - 112' - 1'-0' DRAWN BY: UZ DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LFH/fMH PROJ. 041001108 NO. ROOF PLAN AND DETAILS 177 4� -GUARD" HATCH LING SYSTEM, EQUAL LLJ u - )DER UP" SAFETY Z> 5T SYSTEM BY CO,- OR EQUAL; 0 ,UNT TO TOP Ln o JG Of LADDER1-4— 17- X x 3'-0" INSULATED 0 QD m Of HATCH BY ncn CO, OR EQUAL E TREATED 2x4 )OD NAILER ALL DUND OPENING FLOOR NO: Roof SHEET NO. A-1 I TOILET ACCE550RY SCHEDULE CA) WALL MOUNTED MIRROR, 24" W. x 3G" H. W15TAINLE55 STEEL ANGLE FRAME AND PROV151ON5 FOR BARRIER FREE TOILET ROOM � g 00 CONCEALED FASTENERS: BOBRICK B-290-2436 OR EQUAL. `N 7-0 1/2" MIN. ¢ V m 4 7 8" 6'- I 10'-9" 4 7 8" 6'- I © SURFACE MOUNTED SOAP DISPENSER. BOBRICK B-2 112 OR EQUAL. 60 MIN. 24 I /2 o F. d- �., o 00 1811 4211 9? 11-31 100 © SURFACE MOUNTED PAPER TOWEL D15PEN5ER/DI5PO5AL: BOB15-2G2RICK -2G2 OR EQUAL. 1 112" DIA. GRAB G11 Q7 3 "min MI �+ '�+ Q w M I „`; I I .x t<;. BAR, TYPICAL. `� ►�', (..) � � o 1 I I f RECESSED DOUBLE ROLL TOILET T155UE DISPENSER: BOBRICK 8-3888 OR EQUAL ' O 1 N women 5 T I i N women 5 T U^ h N " 1 L M 13 I ----- M L M 227 �E RECESSED SANITARY NAPKIN DISPOSAL: BOBRICK 8-353 OR EQUAL. o - S 5 �- - C S D - 0 THRU-PARTITION MOUNTED SANITARY NAPKIN DISPOSAL: BOBRICK 5-354 OR EQUAL. z I dCIP aj 00 00 7'- I II I II 31 011 71 I II I IINag H 31 011 31-� ©STAINLE55 STEEL GRAB BAR W/ PEENED GRIPPING SURFACE: BOBRICK B-550 (42 to FE55AKRIR FREE I Ca co pill LONG AT 51DE AND 3G" LONG AT REAR OF WATER CL05ET) OR EQUAL. I o - _ � � N CLOSET. � o N N IDE z z 'P I FLOOR MOUNTED, OVERHEAD BRACED PLASTIC LAMINATE TOILET PARTITION. PROVIDE - _ �� I iv C G K G O AND INSTALL COAT HOOK ON DOOR AND URINAL SCREENS. �q \ P P R corridor >n � — UNDERSINK PROTECTIVE PIPE COVERS AT ALL WALL HUNG LAVS W/ EXPOSED PIPING: OPT_DOOR�AAF F O TRU-BRO "LAV -GUARD" OR EQUAL.Ln Ln LOCATION �"�RECESSED MOUNTED PAPER TOWEL DI5PENSER/D15P05AL. STAINLESS STEEL FINISH. BRADLEY #234; BOBRICK B-3944, OR EQUAL. GO" x 5G/59"30" x 48" CLEARnv CLEAR FLOOR FLOOR SPACE AT corridor © WALL MOUNTED POLISHED PLATE MIRROR WITH CONCEALED FASTENERSLAV. SHALL COMPLY 128 - w/ 1 1.4.9.3. ® A M COUNTER MTD LIQUID SOAP DISPENSER WIG" SPOUT EQUAL. TO BRADLEY #G32G; B . B , O O BOBRICK 8-8226, OR EQUAL. NOTE: A R co A p O JANITOR SHELF MOP HOLDER EQUAL TO BOBRICK 8-239. IN NEW CONSTRUCTIONA LAVATORY SHALL BE PROVIDED WITHIN THE ACCESSIBLE TOILET STALL. THE LAVATORY SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR 5PACE FOR THE WATER Fred M. y Ln�n CLOSET Registered Architect C G K G © THRU COMPARTMENT DOUBLE ROLL TOILET T155UE D15PENCER EQUAL TO BOBRICK THE LOCATION 5HOWN FOR THE LAVATORY 15 ONE OF MANY P0551BLE LOCATIONS WITHIN THE Florida Reg. No. 4374 5-38G. ACCESSIBLE TOILET 5PACE5. THE WATER CL05ET SHALL BE LOCATED IN THE CORNER DIAGONAL TO THE DOOR. N N 81+011I 3'-0" 5UURFPACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER: BOBRICK B-2888 OR THE TOILET 51 ALL DOOR SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR 5PACE FOR ANY FIXTURE. FLU5H CONTROL 5HALL COMPLY WITH SECTION 1 1.4. 1 G.5 7'- I " �I 1 ' 3'-0 71-111 I CLEARANCE D ETA I L5 5 RECESSED PAPER TOWEL DISPENSER: BOBRICK 8-35903 OR EQUAL. A-12 L M 5 A- I 5 L I M 5 A- 12 QT SEMI RECE55ED WASTE RECEPTICLE: BOBRICK 5-43644 OR EQUAL A- 12 3/811- I -0 men 5 M men 5 0 0 I Nr I I ~ vM u LO SOFFIT ABO E, TYP. CO 4 8" 10'-9" 4�1511 G'- 10" U m v TT �C ti rnm O w X30 A Enlarged Men # 132 and Women # 13 I Floor flan B Enlar ed Men #22G and Women #227 Floor Plan A-1 2I /4" 1'-o = " 114" = 1'-011 (f I r5t Floor) A-12 (second floor} LINE OF CERAMIC TILE WAINSCOT AT TOILET 1 I WALL ONLY 1� a V � 9'-0" — A-3 91 011 — A-3 91_011 — A.F.F. A.F.F. A.F.F. • 81-0" — 8'-0" — �♦ A.F.F. A.F.F. SOLID SURFACE VANITY SOLID SURFACE VANITY A O, V L COUNTERTOP W/ MATCHING, COUNTERTOP W/ MATCHING, -8 ♦ JI, - 5 °L ' INTEGRAL SINK., L S INTEGRAL SINK _ v 4 _ 5 ° 4 ,,, ;. 51 011 — O 1 Z--..... K I A.F.F. B II M T M M T II 2'- 1011 2'- 10" I ■ A.F.F CERAMIC TIL BASE - REFER A.F.F CERAMIC TIL BASE - REFER I P I" .... I TO ROOM FINISH SCHEDULE, TO ROOM FINISH SCHEDULE, SHT. A I G, TYP. SHT. A- ! G, TYP. \ I F " :..• >. ,.' L -0101 0-O 4, 01-0 _ R z rIN. F L . — FIN. FL.R. FIN. FLR. L- 51-2" 21-G11 2'-G11 51-9" 21-G" -�-� NM CERAMIC TILE BASE Elevation D Elevatlon E Elevation = I 3/8" = 1'-011 A- 12 A_ 12 A_ 12 3/8" = 1'-0" 3/8" '-o° W .j -p _O LINE OF CERAMIC TILE LINE OF CERAMIC TILE LINE OF CERAMIC TILE Lu U) LL— Q) WAINSCOT AT TOILET WAINSCOT AT TOILET WAINSCOT AT TOILET WALL ONLY WALL ONLY WALL ONLY Z 9'-O" O L 9'-O" _ g'_p11 — 1 n 9'-a, — A.F.F. L. L , Q A.F.F. L. N � H H o N N I � I 5'-0" I 1. }..... l I 5'-0" _ I L A.F.F. K C C_ I I I .... .... ..... .... A.F.F. o h L ...... ......... ...,... 0'-011 I_ II _ik 0 FIN. FLK. FIN. FLR. FIN. FLR. CERAMIC TILE BASE CERAMIC TILE BASE CERAMIC TILE BASE Koof Elevation G Elevation h Elevation FLOOR NO: A-12 3/8" = 1 '-011 A_ 12 3/811 = -011 A- 12 3/81' = 11-011 N/ DRAWN BY: LJZ DATE: 07/03/08 SCALE:AS NOTED SHEET NO. 0 REVISIONS: PRO+. ENLARGED RESTROOM PLANS AND ELEVATIONS REVIEW BY: LPH/FMH 04/001/08 A. NO. PROVISIONS FOR BARRIER FREE DRINKING FOUNTAIN TOILET ROOM CLEARANCES DETAILS 5F'OUT HEIGHT. F SPOUTS SHALL BE NO HIGHER THAN 3G. INCHES, MEASURED ROM PROVISIONS FOR BARRIER FREE URINALS Q o m THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. GENERAL: E`r SPOUT LOCATION AND CONTROLS. ACCESSIBLE URINALS SHALL COMPLY WITH THE FOLLOWING. U z M H.R. --- I �r�rrldor` WHERE WATER FOUNTAINS OR OTHER MEANS OF DISPENSING WATER ARE PROVIDED, AT LEAST ONE SUCH FOUNTAIN OR HEIGHT: �., _o W 0 '� � �'" rn 00 ..... ...... `......... I 4 DEVICE SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT URINALS SHALL BE STALL TYPE OR WALL HUNG WITH AN ELONGATED _ �'- o a55l5tant 108 ...... ........ I - - - SPOUTS AND EITHER HAND OPERATED OR HAND AND FOOT RIM AT A MAXIMUM OF 1 7 IN. (430 mm) ABOVE THE FINISH FLOOR. d- O � o 7'-1° == OPERATED CONTROLS. THE SPOUT SHALL PROVIDE A FLOW �^ _Of :. WATER AT LEAST 4 INCHE5 HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLA55 UNDER THE FLOW OF WATER.BE CLEAR f LOOP,PACE: A CLEAR FLOOR SPACE OF IN x mm x mm) SHALL "1 - ' - .. o CLEAFZANC>=5. PROPONT OF URINALS TO ALLOW FORWARD APPROACH VfDED IN FRO SSI E RO THIS CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCE BL UTE 7% ............... ................. _. I WALL MOUNTED AND POST- MOUNTED CANTfLEVERED UNITS TD ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCC UPANT 00 ..d � rIv. p 5 URINAL SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF ti Q ±..... toilet 13 c ffee I Q AlTOL�J5INCHES m m I ED WITH 2 J I N ( 3 5 ) �• 206 HIGH, 30 INCHES WIDE, 1R7 INCHES DEP FIGURES 27(a) AND 27(b)). SUCH UNITS SHALL ALSO CLEARANCE ETWE N THOEMD t6flet (SEE G _ I ---- HAVE A MINIMUM CLEAR FLOOR SPACE 30 INCHES BY 48 FLUSH CONTROLS: ' LO7K. INCHES TO ALLOW A PERSON IN A WHEELCHAIR TO APPROACH C AND FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, :.._..... ___ .. ..... . SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT oc, '° 2�FRE STAND NIG OR BUTAINDUNITS NOT HAVING A CLEAR GRASPING, PINCHING OR TWISTING OF THE WRIST THE FORCE REQUIRED 5 LBF N), CD Ca cv ..... SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT AND SHALL BE MOUNTED NO MORE THAN 44 IN. ( I 120 mm) A50VE THE LEAST 30 INCHES BY 48 INCHES THAT ALLOWS A PERSON IN FINISH FLOOR. SH r--,„ A WHEELCHAIR MAKE A PPROACH TO THE UNIT O H. R. S Fz F=IGLJRE BELOW)TRIHIISECLEAR FLOOR SPACE Clearance at Urinal5 106 I ni �/� SHALL COMPLY WITH "SPACE ALLOWANCES AND REACH RANGES- --a I CLEAR FLOOR" OR "GROUND SPACE FOR WHEELCHAIRS". 48 MIN.... 14 NOTE: 1 7- 19 24 MAX MIN. Fred M. Humphrey ALL TOILET NETRHIS ROOM TO BE SELECTED SBOOWNER -19 :: :.: FRECEPTACLE ct No. 3 Florida Re No. 4374 Florida F -m TG all-Hungm A Enlar ed Toilet # 107 Floor Plan Enlar ed Prly. Toilet #207 Floor Plan B Enlar ed Coffee #20G Floor Plan 0 I/4" = 1'-0" A- 13 (fI rst Floor) f,g. 27(a) .. f,g 27(b) Elongated Stall Type ` 0 114" = 1'-0"1/4" A- 13 (Second Floor) = 1'-0" A- 13 (Second Floor) 0 INo WHEELCHAIR CLEARANCE DETAIL TOILET ROOM CLEARANCE DETAILS PROVI5ION5 FOR BARRIER FREE TOILET ROOM VANITY SECTION LOWER CABINET SECTION WITHOUT A DRAWER �CO LO Ln � � �° N M HANDICAPPED ACCESSIBILITY DETAILS N SOLID SURFACE COUNTERTOP PROVIDE FIRE TREATED WOOD GROUND WITHIN PARTITION (fYP.) �n ti Clearance at Toilet T-0 112" MIN. SINKTEGRAL SOLID SURFACE w �O v .. 12" 42 min. 6O" MIN. 24 112" � � �� 18 42 - 9y' ! 3 2•_�r C7 C> :>:>;;::..:< • ::. € {� �;; •Y,;,../.», «< : max. 1 12 DIA. GRAB / G x. min MI BAR, TYPICAL. -REQUIRED. PROVIDE FIRE TREATED WOOD GROUND WITHIN PARTITION A5 (TYP) 2 - UNLE55 OTHERWISE NOTED 5OLID 5URFACE COUNTERTOP W1 INTEGRAL 50LID 5URFACE 51 NK - 2'-10" A.F.F. ii ­77Clearance MIS at Lavatory :... m o , ? 2' - 10" TOP OF VANITY ,.» : €.,. m m .:•: E . � � I � Z LL BARRIER FREE i TOP OF VANITY uu u u 3/ 4.. X 3" WD u WEB FRAME 4" WIRE PULL, TYP. - N _ .. ..... ' .. .. .... ..... .. - WATER CLOSET. I u SELECTED BY OWNER. G" ........................... z z 'P I \ W \\� I I I N 3/4" THK. PARTICLE BOARD 3/4 THICK SHELF ON RECESSED ADJ. 18" 1 2"X Elevation at Toilet c9 0` I I `� �' _ — — — — — �'', I I OPT_DO „ DOOR (TYPICAL). PROVIDE 9 KEY LOCK. STANDARDS 3/4" THICK DOOR U a GO" \ .... � E .••• E v m cv m ... .. .. ...... .. \\ .... . . . . . . . . \ — LOCATION 60" x 56/59" 30" x 48" CLEAR CLEAR FLOOR 32" MIN. FLOOR SPACE AT SPACE AT W.C. LAV. SHALL COMPLY N 0 7 E CAB. CONSTRUCTION TO 3/4" THK. PLYWOOD W/ I X3 TYP., W/ HD.WD. EDGES 6" N O T E EXPOSED CAB. SURFACES TO _ _ _ RECEIVE PL. LAM. FINISH SEE FINISH NOTES. V }+ TOE CLEARANCE G max. 36 G max. - j w/ 1 I .4.9.3 . I u HW. SUB -FRAME. ALL EXPOSED �J SURFAC> 5 TO RECEIVE PL. LAM. INTERIOR CAB. 5URFACE5 TO %� v KNEE CLEARANCE 8mm. -.4 RECEIVE WHT. CABINET LINER LAV DEPTH 1 ° NOTE: (PEAS. LAMINATE) O 7 min. o INTERIOR 5URFACE5 TO RECEIVE _o—a N F IN NEW CON5TRUCTIONA LAVATORY SHALL BE PROVIDED WTHIN THE ACCE551BLE TOILET STALL. 6 r WHITE VINYL LINER. FULLY CONCEALED PIVOT a) O o `t \ Thff CLOSET LAVATORY 5HALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR 5PACE FOR THE WATER HINGES, AMOUNT A5 REQ'D TYP. (I 80 DEG. SWING) I THE LOCATION SHOWN FOR THE LAVATORY 15 ONE OF MANY P0551BLE LOCATIONS WITHIN THE a ACCE551BLE TOILET SPACES. THE WATER CL05ET 5HALL BE LOCATED IN THE CORNER DIAGONAL TO THE DOOR. O' - O" FINISHED FLOOR PROVIDE DOOR SILENCERS ■>: THE TOILET STALL DOOR SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR 5PACE FOR ANY ,,•', FIXTURE. FLUSH CONTROL 5HALL COMPLY WITH SECI-ION I 1.4. i 6.5 CONT. VINYL BASE Showing Wheelchair etai Clearance Zonesr 2 Typical Clearances 3 Clearance, Details 4 Van�t Section 5 SectionCABINET SHALL BE CONSTRUCTED FROM 1 318" = I' -O" NTS 318" = 1'-0" 1 1/2" = I ' I I/2" = I' HDWD. PIECES AS A- 13 A-1 � q - I � -O" A- I � -O" ^ �13 RWISE NOTED.TED.f'1 f1Z ii NOTE: EXPOSED P -TRAP W/ HOT WATER CONTROLS SHALL BE INSULATED, NP. ., HI -LO DRINKING FOUNTAIN BASE CABINET W/DRAWER SECTION UPPER CABINET SECTION WITH SOFFIT BUILT-IN BOOK CASE DETAIL U PROVIDE FIRE TREATED WOOD L!L GROUND WITHIN PARTITION (TYP.) 10'-0" = CONT. SPLASH A.F.F. W L (AT WALLS ONLY) - + -� 8 (UNLESS OTHERWISE= NOTD) cn 50LID SURFACE COUNTERTOP W1 7'-G" A.F.F, + 9'-0" 'J W U) U_ INTEGRAL 50LID 5URFACE 51NK A.F.F. Q) W m L[ U.O.N. (SEE ELEVATION) „ CONT. 112" REVEAL Z 91-011 A F OI PROVIDE FIRE TREATED 3" x I /2" THK. CONT. HDWD. O 314" X 3" HWEB = WOOD GROUND WITHIN PARTITION, TYP. FASCIA W/ STEEL STIFFENER TO PREVENT WARP. t u , 18-3/8" 7'-G" FRAME 3/4" THK. PART. BD. SHELF 3/4" THK. VENEER PLYWD. • -- N 19 A.F.F. _ HDWD. DRAWER FACE drawers RECESSED ADJ. STANDARDS 3/4" THK. PARTICLE BD. FIRE TREATED SHELF W/ HDWD. EDGES WOOD GROUND ON ADJUSTABLE RECESSED M , BY G.C. TYP. SHELF STANDARD. J lJ J 3" WI RE PULLAL N DOOR,, 0 T E NOTE: PROVIDE SIX (G) �- �`? Q w m Q +�+ Ll ' l 1 1 5'-0" A,F.F. 7 SOLID SURFACE COUNTERTOP base cabinet 3/4" THICK SHELF ON RECESSED ADJ. STANDARDS EXPOSED CAB, SURFACES TO RECEIVE PL. LAM. FINISH SEE FINISH NOTES. 3/4" 1'-0" I EACH SECTION 1-112" PARTITION TYPE PROVIDE RECESSED SHELF LOCATION A5 STANDARDS (TYP.) cp ►� A-13 INDICATED m Q m N Q X58-1/1 G" _ N C) N CJ N LU w M/ DLIN AND 5ACK5PLA5H 2,-10" —{q- — N 0 T E 6" EXPOSED CAB. SURFACES TO RECEIVE PL. LAM. FINISH INTERIOR CAB. 5URFACE5 TO ! 2" RECEIVE WHT. CABINET LINER (PLAS. LAMINATE) 1 11 LINE OF INTERMEDIATE SHELF SUPPORT _ — T A.F.F. SEE FINISH NOTES. LINE OF END ELKAY MODEL #EZSTLC OR APPROVED EQUAL U,C, VERIFY HT. W/ OWNER INTERIOR CAB. 5URFACE5 TO RECEIVE WHT. CABINET LINER FULLY CONCEALED PIVOT HINGES, AMOUNT A5 REQ'D TYP. PANEL SUPPORT (3/4" THK + 1/2" REFRIG, PROVIDED UNIT (PLAS. LAMINATE) REVEAL) AT END FULLY CONCEALED PIVOT 3" WIRE PULL NOTED ON 3/4" X I - I /2" HDWD. EDGE LINE OF INTERMEDIAT FINISH TO MATCH SHEL A.F.F. HINGES, AMOUNT AS REQ'D ELEVATION BEVEL EDGE SUPPOR 1 8'-1 3/8" 1 TT TYP. (180 DEG. SWING) FOR CONT. PULL 3"x I/2" HDWD. CLOSURE PIECE PROVIDE DOOR SILENCERS CONT. VINYL BASE CONT., TOP BOTTOM 6 I I I -Lo Drinking fountain D Elevation 7 Section CABINET SHALL BE CONSTRUCTED FROM 8 Section CABINET 5HALL BE CONSTRUCTED FROM 9 Section FLOOR NO: 112" = I' -O" A- 13 „ - q - 3/8 - I -0 13 - PLYWOOD * HDWD. PIECES A5 INDICATED. n - 1 3 112 - 1 -0' 3/4" THK. UNLESS OTHERWISE NOTED. n - PLYWOOD * HDWD. PIECES A5 INDICATED. 1 112 - I -0 3/4 THK. UNLE55 OTHERWISE NOTED. q - 13 I I!2" = 1'-0" A - 1 N/A 0 DRAWN BY: LJZ DATE: 07/03/08 SCALE:AS NOTED ENLARGED RESTROOM PLANS, SHEET NO. REVISIONS: ELEVATIONS, NOTES AND DETAILS131 r REVIEW BY: LPH/FMH PROJ. 04/001/08 NO. r3 r3 L4 '14N- 1_41 TREAD AND RISER DETAIL C'4 41"161111111-0 101 - PRODUCTS ITEM NUMBER 151 I � its o -o 2 1/411 2 11411 3" WIDE CONT. NON -SLIP op yF-11 31-311 2 1/4" 00 R✓ u STAIR NOSING OR EQUAL 25'-3" .77 "1 31-311 2 1/4" -'3 711 60 31-711 3'-7" 1 1 TREADS @ I I 10'- 1 1 1 TREADS @ I I,,= 101 c) W Q o T ...... ...... A Cn 2 v �L) Cn C\j C\j 1' N051NG If I I I TREAD r6 0%<-:t CIP ::: I ..... 11.11 � "..' - : 0 w III A] '0 2 w�� �Iili!�Iiii!0 77 0 p� =!j 11-01 4 C\j _T . .... . 3 1 3 4f. S j: UP M :1 A A A -14 J"" '44 v C) L — — — u —rte7' (n T- -I —At oi- C\1 STEEL TREAD PAN lx: W1 CONC. FILL. DC WN U Lu 31W= LL = C� LLI L 7'a —LL r U, u Ilk j: 44 • Fred M. Registered Architect Florida Reg. No. 4374 MC 12 X I O.G STRINGER 7 00!ilii I o,77 I WE,; ld':: N � 2 n d 2nd Floor 5tair #I Plan I 5t floor 5t'air #2 Plan rD floor 5tair #2 Plan Ste Detail A I 5t floor Stair #I Plan r'13 rC C--> 11411- 11-011 1/411- 11-01, 1/4" - PLO' 114" - P-0" 311 1 1-011 A-14 A- 14 A- 14 A- 14 A- 14 NOTE: REFER TO ACCE551 BLE 5TAI R NOTES 0 0 ABOVE FOR SPECIFIC REQUIREMENTS. -.0 C4 C3 10 STAIR STRINGER DETAIL WALL MOUNTED HANDRAIL DETAIL -coo M'a Lo C=4 8 C0 0) C14 STAIR GUARD/HANDRAIL SECTION C) �80 WIDTH PER PLAINS MC 12 X I O.G STRINGER 1 11211 EXPAN51ON BOLT ANCHOR TO CMU IL AL Ic-2 1/411 2 11411 1 112" O.D. 5TL, PIPE (CLP,.) RAI L SCREW TO BRACKET 1 112" DIA, 5TL. PIPE GUARD/ .......... ....................... . . . . . . ..... . . . ... . . . .. .. . . . ....... ....... ...... . .... .. ........... ........... . . . . . ............... . . ................. .................. . . ........................ . . . ................. . . . HANDRAIL (PAINTED), TOP, BOTTOM ................. ................................ ................. ................... ............... ................... ...................................... ............ ................ ...................... ............... .................... ............ ........... . ................... ...... ...... ........... AND VERT. SUPPORTS (EQ. SPACED @ 5'-0" O.C. MAX.), WITH I" Vf RT CAST WALL BRACKET PICKETS (PAINTED), EQ, SPACED @ 4" O.C. MAX. C 4 EXPANSION ANCHORS C\j TO CONC. BLOCK WALL CONC. FILL t STAIR LANDING PAN C: C 8 X 1 1. 5 BI.YOND 0a) 5" CONC, BLOCK WALL STEEL STAIR E"w STRINGER; REFER WE CONC. FILLED 5TL. PAN TO STRUCTURAL ... . .. . .... ... .... . ..... ..... IN 81, CONC. BLOCK TREADS WITH STEEL DWG5. PREPARE[) 5TRI NGf R5 (FAINT) BY OTHERS . 2 G.1-411 I !TREADS @ I I 10'- 1 3'-7 5ta�r Railing SectionHand3 5tringer Detail r"5 Rad Detail 311 1-011 4 A- 14 A- 14 A- 14 O A- 14 (S) PROVISIONS FOR ACCESSIBLE STAIR: NOTES DETAILS HOLLOW METAL FRAME DETAILS STAIRS: GENERAL: 77' STAIRS THAT ARf-. REQUIRED AS A MEANS Of EGRE-55 AND STAIRS t3fRVrTN FLOOR LN11-5 Nor CONNECTED 13Y AN ETELVArop SMALL comrLy WITH STAIR -5 SECTION SHOWN- WALL CONSTRUCTION SPECIAL NOTE: AS INDICATED. VERIFY .................. Al I STAIRS TO REQUIRED A(;CfSSIBLF FLOORS Of BUILDING S�Ikt CONFORM TO T�lf RtQI1IRtVfNT5 Of MI5 SECTION. SOME % CONDITIONS PRIOR PER FINISHED HT. AS NOTED. p 0 PEOPLE WHO USE WALKING AIDS HAVE DIFFICULTY WITH RAMPS AND PREFER STAIRS. THE "QUIKEMEN-5 FOR STAN, AND RAMP 1/211 r5CHEDULIE Lu -1 HANDRAILS IN THIS STANDARD ARE t -*OR ADULTS. WHEN CHILDREN ARE PRINCIPAL L15ER5 IN A BUILDING OR IADLI lY. A SECOND TO ORDERS. TYPICAL. TYP. SET Of HANDRAII-5 AT AN APPROPRIATE IIEIGIIT CAN A555T THEM AND AID IN PREVENTING ACCIDENTS. 114" SLIDING TEMP GLA55 PANELS 5 TREADS AND R15ER.5: 24" W x 4 2 HT. RE FER TO Lu LL .......... . ON ANY GIVEN FLIGI IT OF STAIRS, ALL STEPS 51 IALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. R.15M 51 IALL -14 BE A MAXIMUM Of 7 INCHES IN HEIGHT, AND STAIR TREADS SMALL 13f NO LF55 THAN I I INC11F.5 IN DEPTH, MFA5URF.D FROM WINDOWS ELEVATIONS 2JA- I I RISER TO R. 5EF . OPEN RISERS ARE NOT PERMITTED ON ACCESSIBLE ROUTES. Z TKtAD5 AND R15tK5 Of 5TAIK5 SMALL BE 50 PROPORTIONED THAN THE SUM OF'TWO K(SEK5 AND A TKItk). EXCLUSIVE Or CEILINGLINE . ...... T 3/4" PLYWOOD SHELF W/ PLASTIC 0 PROJECTION or NOSING, 15 NOT LE55 THAN 24 INCHES (G 10 mm) NOR MORE THAN 25 INCHE5 (G35 mm). THE HEIGHT Of AT FULL HT. LL1 RISER SHALL NOT EXCEED 7 3/4 INCHES (I 97 rim), AND TREADS, EXCLUSIVE Or NOSING, SMALL BE NOT LE55 THAN 9 INCHES DOORS U-1 1 1/2" O.D. 5TL. PIPE GUARD/HANDRAIL 'THAN I Q INCHES (254 rrrn) WIDE SHALT. HAVE A NO.1.,>ING, OR EFFECTIVE PROJLC1 ION, Of 121 LAMINATE ON ALL EXPOSED SURFACES Lo (2 29 rnri) WIDE, EVERY TREAD I.t55 Ln (PAINTED), TOP, BOTTOM AND VERT. APPROXIMATELY I INCH (25 mm) OVER THE LEVEL IMMEDIATELY BELOW MAT TREAD, EXCEPT IN CIRCULARS, WINDERS OR SPIRALS Q) (\j A N05ING Of APPROXIMATELY I INCH (25 mm) OR MORE MAY Dr! u5n) WITH OPEN RJ5ffR5. n E r R/ O 5UPPOKT5 (EQ. SPACED @ 5-0" O.C. HOLLOW METAL 3'-0" A.F.F. TREADS SHALL 5E Or: UNIFORM DEPTH AND RISERS Of UNIFORM HEIGHT IN ANY STAIRWAY BETWEEN TWO FLOORS. THERE SCALL MAX.). WITH I �'O.D. VERT. RAILS LLJ BE NO VARIATION EXCEEDING 3/16 INCH (5 mm) IN THE DEPTH 011"ADJAC" TRIADS OR IN THE HEIGHT Or ADJACENT K15EK5 FRAME E (L (PAINTED), EQ. SPACED @ 4" O.C. MAX. AND THF TOWPANCF BETWEEN THF LAPGF5T AND 5MAU-E5T RJ5I!ROR5ETW`EEN THE LARGEST AND 5MALIFfiTlUAD SHALL NOT 0 �1J C6 EXCEED 3/8 INCH (10 mm) IN ANY FLIGHT. TREAD DEPTH SHALL BE MEA5U RED HORIZONTALLY BETWEEN THE VERTICAL PLANES Of THt fORhM0'-5T PROJECTION Of ADJACENT TREADS AND AT A RIGHT ANGLE TO I HE I KtA[)'5 I-tAL)ING EDGE. b CHANGES IN LEVEL IN MEANS Of EGRESS: VERIFY PROVIDE NAILER IF REQUIRED TO SECURE CHANGES IN LEVEL IN MEANS Of EGRESS NOT MORE THAN 21 IN. (53.3 cm) SHALL BE EITHER. BY A RAMP OR BY A STAR, DECORATIVE MOTIF (SIMILAR AT BASE) N TREAD Of!"I'll Of SUCH 5 i'AIR SMALL BE 13 IN. (33.0 cm) AND THE LOCATION COMPLYING WITH REQUIREMENTS. THE MINIMUM OF EACH STEP 51-IALL 5C- READILY APPARENT. Head Section COORDINATE IN FIELD. 3 WORKMANSHIP, IMPEDIMENTS TO EGRE55: NOTE: -14 DOORS. STAIRS, RAMPS, PASSAGEWAYS, SIGNS, AND ALL OTHER COMPONENTS Of MEANS OF EGRESS SMALL BE Of SUBSTANTIAL, COORDINATE WALL TERMINATION AT TOP/ENDS RELIABLE CONSTRUCTION AND SMALL 13E BUILT OK INSTALLED IN A WORKMANLIKE MANNER. MEAN5 OF, EGRESS 51 IALL BE FREE OF OBSTRUCTIONS THAT WOULD PREVENT ITS USE. WITH TENAN75 DESIGNER. II CONC, fILIED 5TL. PAN N051NG5: AL STUDS AT 24" O.C., MAX. W1 ONE (1) STEPS IN STAIRS THAT REQUIRE USE BY HANDICAPPED PER5ON5 OR AGffD PERSONS SMALL NOT HAVE A5RUFT OR, SQUARE NOSING. HOLLOW MET. M LANDING \A/ 5TL. CHANNEL THE RADIUS OF CURVATURE AT THE LFAD(NG EDGE OF THE TREAD 5HAL BE NO GREATER THAN 112 INCH, RI5EF5 SMALL BE 4'+# 2 FRAME LAYER GYP. BD. AS SPECIFIED FROM FLOOR SLAB. SUPPORT i(PAINT) SLOPED OR THE UNDERSIDE Of THE NOSING SHALL HAVE AN ANGLE NOT LE55 THAN GO DEGREES FROM THE MORJZONIAL. N05ING.9 FRAME W15 5HALL PROJECT NO IVIOPE THAN 1 112 INCHES. FR. ANCHORS PER, 1 1/2 MAX. JAMB AT FULL HT. NOTE: METAL STUD SIZE: 3.5/811 LLJ 1 1/2 MAk 2 1 1/2 MAX GYPSUM BOARD 7HICKNE55: 5/811 A-14 C\j ...... I I MIN, ) TYPICAL TM15 WALL TYPE, CC........ .......... ............................ UNLESS OTHERWISE NOTED. C\j CONC. FILLED 5TL. PAN ....................... . ........ L4 ................ "* .................. ........ ....................... ..................... TREADS WITH STEEL ........... I .......... DOOR, NUMBER CONTINUOUS METAL STUD RUNNER, ANCHOR TO .............. DODR TYPE A A ........ .... .......................... •A ....... ... - -, - - - r7 .... Jamb Sect on 4 STRINGERS (PAINT) 40 ....... ... CONT, CAULK 15LAB W/ POWER DRIVEN FA5TENER,5 AT I G" O.C. % fie. 15(a) FLUSH RISER fie. I 8(b) ANGLED N05ING fie, I 6(c) ROUNDED NOSING EA. SIDE, TYP. IA—lu 4 HARDWARE GROUP -A STABLE SUPPORT CURVATURE OR, SLOPE s. HERE CAN FUKTMER AVAII-A51Lf MERE X lKrAu urrin BASE A55CHEDULED .. . . ........... ............. REDUCE TREAD DEPTH. n -I I TKrA[)5 (cD, I I" 10'- 1 GACCe551b1eDetail ....................... r7 r8 Wall Section FLOOR NO: 5tair 5ection 3/811 1 1-011 1-011 4 14 NOT TO SCALE A- 14 311 -14 1. 112" 1'-0" N/A IT u a b I M. H 14 14 1\ �14 14 14 A DRAWN BY: L.JZ DATE: 07/03/08 SCALE :AS NOTED SHEET NO. ENLARGED 5TAIRPLAN5 AND SECTIONSREVISIONS: REVIEW BY: LPH/I`MH PROJ. 04/001/06 NO. -A A A-15 SEE G/A-13 FOR PROVISIONS FOR B FREE DRINKING FOU Elevator Lob corridor 127 Plan 3/8" = 1'-0" U.L. DE51GN NO. U415 DY5TEM A - I HR. I . Floor, Side and Ceiling Runners - "J" shaped runner, min 2-1/2 in. deep, with unequal Legs of I in. and 2 in., fabricated from min 24 MSG gals. steel. Runners positioned with short Leg toward finished side of wall. Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Studs - "C -H" - shaped studs, mni 2-1/2 in, deep, fabricated from min 25 MSG galy. steel. Cut to lengths 3/8 to 1/2 in. less than floor -to -ceiling height and spaced 24 in. or GOO mm OC. 3. Wallboard, Gypsum" - Gypsum Liner panels, nom I in. thick, 24 in. or GOO mm (for metric spacing) wide. Panels cut I in. less in length than floor to ceiling height. Vertical edges inserted in "H" -shaped section of "C -H" studs. free edge of end panels attached to long leg of "J" -runners with 1-5/5 in. Long Type 5 self -drilling, Self -taping bugle head steel screws spaced not greater than 12 in. OC. When wall height exceeds Liner panel Length, Liner panel may be butted to extend to the full height of the wall. Canadian Gypsum Company - Type SLX United States Gypsum Co. - Type 5LX Yeso Panamericano S.A. de C.V. - Type SLX 4. Wallboard, Gypsum" - Systems A t D Gypsum Panels, nom 5/8 in. thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached to studs with I in. Long Type 5 self -drilling, self -tapping bugle head steel screws spaced 12 in. (24 in. OC in System D) Canadian Gypsum Company - Types AR, C, IP -X I, IP -X2, SCX, 5HX, WRC, WRX United States Gypsum Co. - Types AK, C, IP -X I, IP -X2, SCX, 5HX, WRC, WRX Yeso Panamericano S.A. de C.V. - Types AK, C, IP -X 1, IP -X2, 5CX, 5HX, WRC, WKX G. Batts and Blankets' - 5ystems A, B * C (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool or glass fiber mineral bearing the UL Classification Marking as to Fire Resistance. 2 Elevator Lid ,-15) 0 REV15ION5: BUILT-IN DE5K SECTION CRIBE TOP TO WALL 2'-0" U.O.N. PROVIDE AND INSTALL HOLELES5 HYDRAULIC ELEVATOR, 2500 LB, CAPACITY, 150 FPM TRAVEL SPEED, EQUAL TO SCHINDLER 330A. PROVIDE SUMP PIT, LADDER, CONVENIENCE OUTLET, ETC. PER ELEVATOR MFR'S. RECOMMENDATION. 3/4" PLYWOOD DESKTOP SURFACE. PL LAM FINISH. 2'-6" A.F.F. LKMEDIATE PANEL SUPPORT EA. END D 5'-0" O.C. - PL. LAM. FINISH. NOTE: PROVIDE AND INSTALL DRAWER PEDE5TAL(5) PER OWNER, TYP. 3 Built-in Desk 5ection A- I 5 11/2" = I'-0" 4 -PLY MODIFIED BITUMIN BUILT-UP ROOF SYSTEM W/ CAP SHEET, EQUAL TO FIRESTONE 5155 4 -PLY SYSTEM, OVER 3.1" MIN. (R-30 MIN.) POLY -150 RIGID INSULATION WI RECOVERY BOARD ON METAL ROOF DECK (SEE STRUCTURAL ENG'5 DWG'5.) SUSPENDED ACOUSTIC CEILING- SEE CEILING PLAN ON SHEET A-3 REINF. CONCRETE 5LA5 OVER METAL DECKING ON STEEL JOIST'S SEE 5TRUCT DRAWING'S SECOND FLOOR 5/8" GYP. BD. ON 1 5/8' STUD @ 24" O.C. FURR IN5UL. AND VAPOR BAR 4" REINFORCED CONCRE ON 10 MIL VAPOR BARF OVER CLEAN COMPACTS TERMITE TREATED 5UB-( SEE STRUCTURAL DRAW 100'-O" REF. FIN. FLR. REINFORCED CONCRETE ELEVATOR PIT- SEE 5TRUCT. DWG. 9G'-0" ELEVATOR PIT K0*1 Eleva A-15 PLAN DESK 5ECTION 2" HT. x 3/4" THK, BACK5PLA5H FIRE -TREATED WOO GROUND (TYPICAL) 3/4" THK. COUNTER W/ 3/4" THK, VERT. SUPPORTS AS REQ 3/4" THK. x 2" HT. CONT. PENCIL STOF gk 2'-10" A.F.F. 3/4" THK, x 1. 112" CONT. EDGE TRIM 8" x 8" ROLL STORA BIN - TOP TWO ROV I x WOOD WALL SUPPORTS (TYPICAL 1 1 112" x 12" WIDE STORAGE BIN - TOF TWO ROWS 3/4" THK, VERTICAL SUPPORT LEG, TYPli OF 2, EQUALLY SPA NOTE: CABINET CONSTRU( TO BE 3/4" THK. PU IAM_ FINISHFr) PIYV K004 Plan Desk 5ection 1" = I'-0" A-15 G.C. TO COORDINATE ELEVATOR HOIST BEAM REMOVAL PER ELEVATOR MFR. / SUPPLIER / INSTALLER AFTER INSTALLATION OF ELEVATOR ONE HOUR FIRE RATED LID EQUAL TO U.L. DESIGN NO. U415, SYSTEM A. REFER TO INDICATED DETAIL STEEL SECOND FLOOR STRUCTURE- REFER TO STRUCTURAL DRAWINGS FOR 51ZE AND SPACING ',N-HYDROCIDE 700, DRO5EAL FOUNDATION COATING, /ED EQUAL, TROWELED OR )N WATERPROOFING MEMBRANE )R OF ENTIRE ELEVATOR PIT ED ACROSS TOP AND DOWN )OTING, INSTALL PER URER'5 INSTALLATION )NS AND RECOMMENDATIONS. ND INSTALL V15QUEEN VAPOR ZEK ENTIRE SLAB AREA, ND INSTALL PREFORMED (ATER5TOP AT ALL JOINTS, TYP. V15OUEEN VAPOR BARRIER, TYP, DE5K/5HELF 5ECTION _ G'-0" �) A,F.F. I x WOOD BLOCKING (TYPICAL) 112" THK, PLA5. LAM. FIN. PLYWOOD VERT. DIVIDER @ I I " O.C., TYP. - COORD. W/ OWNER \ m 1/4" THK. PLA5. LAM. FIN. PLYWOOD m BACKING '1/4" THK. PLAS, LAM. FIN. PLYWOOD FIXED HELF W/ TRIM PIECE TO CONCEAL TASK GHT. r5N 5ection I 1 /2" = 1'-0" A-1 5 2'- I O" A.F.F. /4" THK. PLA5. LAM. FIN. PLYWOOD 'ORK SURFACE NE OF INTERMEDIATE SUPPORT BEYOND @ -O" O.C., MAX. RE TREATED WOOD GROUND (TYP.) CABINET CONSTRUCTION TO BE 3/4" THK PLAS. LAM. FIN. PLYWOOD, TYP. NOTE: PROVIDE AND INSTALL DRAWER PEDE5TAL(S) PER OWNER, TYP. DRAWN BY: LJZ DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LPH/FMH PROJ. 04/001/08 NO. FIRE TREATEE WOOD NAILS AROUND OPI STEEL LADDE SHOP DWG's APPROVAL NOTE: F LADDER HIGH GU 318" STL. BEIM ANCHOR TO 1 48" O.C., MA 3/4" DIA. ST MAX. WELD - STEEL 5TRIN -\3X3X I/ ANCHOR TO @ EACH STIR A-15 Ladder Section BUILT-IN BOOK CASE DETAIL FIRE TREATED WOOD GROUND BY G.C. TYP. 3/4"�_. PARTITION TYPE LOCATION AS INDICATED LINE OF END PANEL SUPPORT LINE OF INTERMEDIATE SUPPORT 6 5ection 15 3/4" = 1'-0" C-rUKMEU INSUL. )OF HATCH CURB BUILT-UP ROOF ZIGID INSULATION OVER MTL. DECK 5"X3/8" AROUND G - ONE TURNED JE TURNED UP TO K WOOD CURB INFORCED CONC. -OCK WALL - REFER ) 5TRUCT. JGINEER'S DWG5. -LOOK 6'-8 3/4" � A.F.F. 1 112" x 3/4" THK. CONT. PLA5. LAM. FIN. FASCIA 3/4" THK. PLA5. LAM, FIN. PLYWD. 12" X 12" MAILBOX BIN, TYP. 1 112" x 3/4" THK. CONT. PLA5. LAM. FIN. CLOSURE TRIM ENLARGED ELEVATOR LOD5Y AND SECTION Fred M. Pkwa0* Registered Architect Florida Reg. No. 4374 _Q a0 O �LO M LO ofv 'I—, N_8 co M0 N C: 1` �ro O Lo U N cn00 W i- _f UJ N PO M > j u J o '' CC LT4 Z O OO 00 C� U 62 C, rOvG) ct LO 6 in o0 00 N o d' Fred M. Pkwa0* Registered Architect Florida Reg. No. 4374 _Q a0 O �LO M LO ofv 'I—, N_8 co M0 N C: 1` �ro O Lo FLOOR NO: N/A 5HEET NO. U N cn00 W i- _ -j UJ _O U) LL z > O1^ u J o oL N,-4- 0 FLOOR NO: N/A 5HEET NO. FINISHES FINISH SCHEDULE NOTES ROOM� NOTE J. SOLID SURFACE COUNTERTOP AND SPLASH W/ C14� V FLOOR BASE WALLS CEILING MISC. REMARKS CARPET 1: PATCRAFT NTEGRAL SOLID SURFACE SINK BOWL. cp ►„" N M CARPET 2: PATCRAFT BORDER INSERT. ¢ o 0 U NOTE 2. CERAMIC TILE WAINSCOT TO 5'-0" A.F.F. AT WET VINYL COMPOSITION TILE Z WALLS WITH WATERCL05ET5 AND URINALS, ONLY.T W � c� o0 W Z O ARMSTRONG STANDARD EXCELON L NOTE 3. CARPET BORDER INSERT, TO BE SELECTED BY OP O < � CERAMIC TILE OWNER. `L,J LU C� w o 00 O w p w U Q v Lu Q —_� NOTE 4. FIRST AND SECOND FLOOR LANDINGS TO t. o �] Lu w w � � Z CT: FLOOR - DAL -TILE CASTLE DE VERRE - GRAY STONE CV 1 2, 13x 13 CERAMIC TILE " 1 Ll RECEIVE CERAMIC TILE. TREADS AND W p U w O ~ ~ Z U CT: WALLS - DAL -TILE CASTLE DE VERRE - GRAY STONE CV 12, GxG INTERMEDIATE LANDINGS TO BE SEALED � Q oCOU l—�CD �U O _ U Z CT: COVE BA5E - DAL -TILE CASTLE DE VERRE - GRAY STONE CV 12 Gx 13 BRA55 TRIM > � Z Z w U O Z w � O� cn o�C C� p CONCRETE. J Z O � w U � Z_ —► CT: BULLNOSE TRIM - DAL -TILE CASTLE DE VERRE - GRAY STONE CV 12, 3x 13 00 O U H N Q O p[ O CARPET yf,«,::::, b a� �% NOTE 5. STAIR TREADE5 AND LANDING EDGE TO RECEIVE ao y; O O U H H Q Q p — U O Q w Q p H O Z VINYL BASE ALUM./ABRASIVE INSERT AT N051NG EQUAL TO o O O Lu w U w w TYPE 1 5 1 1 BY ROBERTSON GRATING PRODUCTS, LAI o p- o- wi z cL p w ! s� m H w oL JOHNSONITE TYP. LU Q Q U w x�x Q� z p O w Q F- Q Q Ow O Q O� U U U � � l�1 U U � Z U (f) (L U (f� a (j U PAINT NOTE G. MARBLE WALL TILE, FLOOR TO CEILING AT WALL LATEX UNDERLAYMENT 101 waiting • • ADJACENT TO ELEVATOR DOOR - COORD. EXTENT w • • • BENJAMIN MOORE AND PATTERN WITH OWNER o 102 0 assistant • • • • cV 03 voice /data • • • • 4 15afety director • • • • 105 records • • • • 106 H. P1. • • • • NOTE: 107 toilet • • • • • NOTE 1, NOTE 2 Fred M. ey 108 H.R. assistant ALL FINISH SELECTIONS PROVIDED IN THESE Registered Architect • • • • DOCUMENTS ARE FOR REFERENCE ONLY. FINAL Florida Reg. No. 4374 109 corridor • • • • SELECTION OF FINISHES, COLORS, PATTERNS, O foreman mail boxes • • • • ETC. TO BE BY OWNER III 15torage / special tools • • • • 1 12 purchasing I CARFETFI LE TRANSITION 3 plan storage • • • • NT5 A- 6 114 p.m, asst. purchasing • • • • Z 0 0 1 15 project manager • • • • vM w �0 1 16 project manager • • • • '. �LO � LO 7 project manager • • • • P--" o co 1 18 corridorr±kIlEff • • 0 N 119 HVAC /jan. • • • TABLE (503.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY x W 059 C) GROUP SPRINKLER UNSPRINKLERED Vertical exits and exit a b passageways Exit access corridors and other exitways Room and enclosed spaces' Vertical exits and exit passagewaysa,b Exit access corridors and other exitways Room and enclosed spaces' A-1 4 A-2 B ONE C A Aa Be' A -i, A-4, A-5 B B C A Ad C B, D, E, M, R- I, R-4 B C IN A MIMI C If C C C B C C H B B Cg A A B I-1 B C -MMMEEM A B DONE I-2 B B ISO A M=1 B I-3 A A'J C A A B R-2 C C C B B C K-3 C C C C C C 5 C C C B B C U NO RESTRICTIONS NO RESTRICTIONS 4_0h. i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or L U less. Class B O J. materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in exit access corridors. k. Finish materials as provided for in other sections of this code. 1. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or €I€€€I€s rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 �C�.� SCS='�C�::o NODMINNIMMEMMMMIMNE MIM �.-. IME coon NEON MMI MEMO SEE GROUP SPRINKLER UNSPRINKLERED Vertical exits and exit a b passageways Exit access corridors and other exitways Room and enclosed spaces' Vertical exits and exit passagewaysa,b Exit access corridors and other exitways Room and enclosed spaces' A-1 4 A-2 B B C A Aa Be' A -i, A-4, A-5 B B C A Ad C B, D, E, M, R- I, R-4 B C C A B C If C C C B C C H B B Cg A A B I-1 B C C A B B I-2 B B 5h,i A A B I-3 A A'J C A A B R-2 C C C B B C K-3 C C C C C C 5 C C C B B C U NO RESTRICTIONS NO RESTRICTIONS 201 corridor • • • • • • NOTE G V 202 copy • • • • z 203 admin • • • • 204 IIIJA office • • • • r ` (n (v 205 board room 9101 • • • • • NOTE 3 20G coffee • • • • • 207 private toilet • • • • • • NOTE 1, NOTE 2 r 1 L— 208 DHP office • • • • • W� � O 209 SLP office • • • • W � 210 corridor • • • • U 211 corridor • • • • Z 2 1 2 DJP office • • • • O L 213 office • • • • �/ ^L O 214 office • • • • 1�- (` Vn 14- 215 215 office • • • • O 2 1 G office • • • • U J 217 office • • • • 218 corridor • • • • 219 storage • • • • 220 office • *1 • • 221 office • • • • 222 loffice • • • • 223 records • • • • 224 office • • • • 225 an./storage • • • • 22G men's • • • 10 • • • NOTE 1, NOTE 2 227 women's • • • • • • • NOTE 1, NOTE 2 228 elect. • • • • 229 corridor • • • • 230 future build out • FLOOR NO: N/A_ 0 DRAWN BY: LJZ DATE: 07/03/08 SCALE:AS NOTED SHEET NO. REVISIONS: REVIEW BY: LPH/FMH PROJ. 04/00 1/08 ROOM FINISH SCHEDULE, NOTES AND DETAILS -- NO. I G Lo O ... for 51: 1 inch = 25.4 mm, I square foot = 0.0929 m2 . a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1 ,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and f,reblocked as required by Section 803.3. 1. b. In vertical exits of buildings less than three stories in height of other than Group 1-3, Class B �Q interior finish for unsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted. c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specifc occupancy thereof shall be the governing factor regardless of the group classification of the �•/ building or structure. r~ d. Lobby areas in A- I , A-2 and A-3 occupancies shall not be less than Class B materials. C C. Class C interior finish materials shall be permuted in places of assembly with an occupant ■ load of 300 persons or less. f. For churches and places of worship, wood used for ornamental purposes, trusses, paneling C: ♦ , or chancel furnishing shall be permitted. Class B material required where building two O ■ i g. exceeds stories. Class C interior finish materials shall be permuted in administrative spaces. ,0 4_0h. i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or L U less. Class B O J. materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in exit access corridors. k. Finish materials as provided for in other sections of this code. 1. Applies when the vertical exits, exit passageways, exit access corridors or exitways, or €I€€€I€s rooms and spaces are protected by a sprinkler system installed in accordance with Section 903.3.1.1 201 corridor • • • • • • NOTE G V 202 copy • • • • z 203 admin • • • • 204 IIIJA office • • • • r ` (n (v 205 board room 9101 • • • • • NOTE 3 20G coffee • • • • • 207 private toilet • • • • • • NOTE 1, NOTE 2 r 1 L— 208 DHP office • • • • • W� � O 209 SLP office • • • • W � 210 corridor • • • • U 211 corridor • • • • Z 2 1 2 DJP office • • • • O L 213 office • • • • �/ ^L O 214 office • • • • 1�- (` Vn 14- 215 215 office • • • • O 2 1 G office • • • • U J 217 office • • • • 218 corridor • • • • 219 storage • • • • 220 office • *1 • • 221 office • • • • 222 loffice • • • • 223 records • • • • 224 office • • • • 225 an./storage • • • • 22G men's • • • 10 • • • NOTE 1, NOTE 2 227 women's • • • • • • • NOTE 1, NOTE 2 228 elect. • • • • 229 corridor • • • • 230 future build out • FLOOR NO: N/A_ 0 DRAWN BY: LJZ DATE: 07/03/08 SCALE:AS NOTED SHEET NO. REVISIONS: REVIEW BY: LPH/FMH PROJ. 04/00 1/08 ROOM FINISH SCHEDULE, NOTES AND DETAILS -- NO. I G 5 i T 7 DENOTES CERAMIC TILE FLOORING INSTALLED AT 45 DEG, ANGLE, TYP. - R FER TO ROOM FINISH SCHEDULE, SHT. A- 16 DENOTES CERAMIC TILE FLOORING INSTALLED AT 90 DEG. ANGLE, TYP. - REFER TO ROOM FINISH SCHEDULE, SHT. A- 16 DENOTES VINYL COMPOSITION TILE FLOORING, TYP. - REFER TO ROOM FINISH SCHEDULE, SHT. A- 16 DENOTES CARPET FLOORING, TYP. - REFER TO ROOM FINISH SCHEDULE, SHT. A- 16 DENOTES LAMINATE WOOD FLOORING, TYP. - REFER TO ROOM FINISH SCHEDULE, SHT. A-16 4 5 6 7 8 9 A First Floor Finish Plan e 5econdI_I,B=,_ofloor Finish Plan I/8" = I'-0" L17.) 17 0 DRAWN BY: LJZ REVISIONS: REVIEW BY: LPH/FMH DATE: 107/03/08 PROJ. 041001108 NO. 5CALE:A5 NOTED FIR5T AND SECOND FLOOR FIN15H PLAN OU O O R -3� ap b 00 aiap ti N � o d" M O I Fred M. HumpPi I I` Registered Architect Florida Reg. No. 4374 Q 00 am � ro cd Ln a9v o0 CO. N rn_ O O FLOOR NO: N/A SHEET NO. U ct� N QZ W n Q) z 0 '> T) 0 oL CV O U G (�� l'MJ( J 00 am � ro cd Ln a9v o0 CO. N rn_ O O FLOOR NO: N/A SHEET NO. - — I r tannage r�iano'age t iaon-ager l l 117 116 CD I I TRAVEL D15TANCE 73'-1 1 " corridor -— -- ------ women'5 future I 13 I buildout AI _101 I 0 0 A c 0 men's TRAVEL D15TANCE G7-9" I 132 Ls storage I 133 Sarah 134 i I I HVAC / 4\ j Jan � rt I training 4 f 120 storage corrldo 126 Ile elevator ;3 elev. break room 127 121 I admin. 125 I 23 TRAVEL DISTANCE 75'-4" corridor —j124 --s---s---s— I M. a55t./ n purcha51ng 5tt 3 ' purcha5ing 5tor./ or an 14 ! ! 1 2 Special mtil tools bo e5 I III I 0 TRAVEL DISTANCE 75-4" I ..,5ta i r plan room !22 4 corridor 109--- T VEL D15TANC 8'-2" copy a5515tant room 123 toilet 107 5afAy H. R. director records I oG to !05 LIFE 5AFETY 5UMMARY OCCUPANCY GROUP MIXED USE BUSINESS (B) * FACTORY (LOW HAZARD F-2) MAXIMUM TRAVEL DISTANCE TO EXIT, f 5 TABLE 1015 250 FEET MAXIMUM DEAD END 50 FEET MAXIMUM COMMON PATH OF TRAVEL 75 FEET EXIT UNIT PER PERSON SERVED LEVEL (DOORS) 1`13C TABLE 1005.1 0.2 INCHES MINIMUM CORRIDOR/ AI5LE WIDTH 44 INCHES MINIMUM CLEAR OPENING OF EXIT DOORS 32 INCHES INDICAI E5 PRIMARY EXIT No INDICATES PATH OF TRAVEL ► — SQUARE FOOTAGE OFFICE AREA = 7,247 FUTURE BUILD OUT = 2,975 OCCUPANT LOAD (100 GROSS NET 5.F. / PERSON OFFICE AREA = (100 GROSS 5.F. / FUTURE BUILD OUT) = 72 PEOPLE = 29 PEOPLE TOTAL OF EXIT UNITS REQUIRED : OFFICE AREA TOTAL OF EXIT UNITS REQUIRED : FUTURE BUILD OUT 72 x .2 = 14.4 IN. 29x.2 = 5.8 IN. TOTAL OF EXIT UNITS PROVIDED OFFICE AREA TOTAL OF EXIT UNITS PROVIDED FUTURE BUILD OUT 170 IN. G8 IN. MINIMUM REQUIRED EXITS OFFICE AREA MINIMUM REQUIRED EXITS FUTURE BUILD OUT 2 2 TOTAL EXITS PROVIDED OFFICE AREA TOTAL EXITS PROVIDED FUTURE BUILD OUT 4 2 (5" METAL 5TUC TYP. 5/8" PTD, GYP. BOARD, TYP. 4" METAL STUD BACKING, TYP. AND BOTTOM FIRE EXTINGU5t CABI NET 27"x 12"x8" 5EMI-RECE55EI (FOR 10 Ib ABC EXTINGUISHER) 2 112" ROLLED EDGE, TYP. TOF AND BOTTOM COORD. W/ CAB MFR. 'ROVIDE RATED ABINET @ FIRE FIRE TREATED " RATED WALL WOOD SHIM, LOCATIONS o TYP. TOP AND N BOTTOM THE EXTINGUISHER SHALL NOT BE MORE THAN 5 FT. ABOVE THE FLOOR AND THE BOTTOM OF EXTINGUISHER SHALL NOT BE LF -55 THAN 4 INCHES FROM THE FLOOR. TRAVEL DISTANCE TO AN EXTINGUISHER NOT TO EXCEED 75' I 5emi-Rece55ed Fire Extingu= A- 8J I -1 /2" �d to Wz 0 o'o � ao Lan l_ V -p rrO�vC) aj m OP Qj 00 op - I C-5 o 00 0 0 Fred M. F u phrey I Registered Architect Florida Reg. No. 4374 A Fir5t Floor Life 5afety Plan tLb 1 /811 1 1-01, U -- U to CV (V U LLJ -p o W �LL- z> O � �— L o OL CSI 0 <9 A REV15ION5: DRAWN BY: LJZ DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LPH/FMH PROJ. 04/001/08 NO. FI R5T FLOOR LI FE SAFETY PLAN 7; (If) Cn 0 . o C9 LO m LO X:2 T - m rn N U) r- N rn o �o FLOOR NO: N/A 5HEET NO. LIFE SAFETY SUMMARY 2 OCCUPANCY GROUP MIXED USE BU51NE55 (B) * FACTORY (LOW HAZARD F-2) MAXIMUM TRAVEL DISTANCE TO EXIT, FBC TABLE 1015 250 FEET MAXIMUM DEAD END 50 FEET MAXIMUM COMMON PATH OF TRAVEL 75 FEET EXIT UNIT PER PERSON SERVED LEVEL (DOORS) f 5 TABLE 1005.1 0.2 INCHES MINIMUM CORRIDOR/ AISLE WIDTH 44 INCHES MINIMUM CLEAR OPENING OF EXIT DOORS 32 INCHES INDICATES PRIMARY EXIT INDICATES PATH OF TRAVEL F — —0 - SQUARE FOOTAGE OFFICE AREA = 7,758 FUTURE BUILD OUT = 2,G29 OCCUPANT LOAD (100 GROSS NET S.F. / PERSON OFFICE AREA = (100 GROSS S.F. / FUTURE BUILD OUT) = 77 PEOPLE = 2G PEOPLE TOTAL OF EXIT UNITS REQUIRED : OFFICE AREA TOTAL OF EXIT UNITS REQUIRED : FUTURE BUILD OUT 77x .2 = 15.4 IN. 2G x .2 = 5.2 IN. TOTAL OF EXIT UNITS PROVIDED OFFICE AREA TOTAL OF EXIT UNITS PROVIDED FUTURE BUILD OUT G8 IN. G8 IN. MINIMUM REQUIRED EXITS OFFICE AREA MINIMUM REQUIRED EXITS FUTURE BUILD OUT 2 2 TOTAL EXITS PROVIDED OFFICE AREA TOTAL EXITS PROVIDED FUTURE BUILD OUT 2 2 [� M 4 W w z _0 op z c'" 00 rn op C3 Cn m /Q o0 00 N O o d- 0 00 0 0 N 4l> rel J Fred M. Humphrey Registered Architect Florida Reg. No. 4374 U 3" RADIUS POLYURETHANE 5/8" CEMENT PLASTER (2 COAT PROCE55) OVER 8" REINFORCED 3/A-ORATIVE BAND -SEE SMOOTH FACE CONC. BLOCK- U o REFER TO STRUCTURAL DRAWINGS �+, g N FOR FILLED CELLS AND REINFORCING D CONT. GALV. METAL W �..� z o 010SPRINGLOCK FLASHING rs, rn PRE MOLDED FRY REGLET E`� '`�+ w 0 1 5 TILE ON BATTENS OVER 30# '� ^ DC5 REVEAL CHANNEL 11 �� -`U� � INTERSECTION OR EQUAL ROOFING FELT ON 5/8" THK. O O 5/8" CEMENT PLASTER (2 COAT 'v • D. ' PLYWOOD ON 1 112" MET. DECK, t� PROCESS) OVER 8" REINFORCED .p SEE STRUCT. DWG5., OVER SMOOTH FACE CONC. BLOCK- PRE-ENGINEERED LIGHT GAUGE 1 2 PRE -ENG. MET. ROOF TRUSSES `� � cn REFER TO STRUCTURAL DRAWINGS METAL ROOF TRUSSES- REFER TO G ¢ ao °' rn STRUCTURAL DRAWINGS FOR SIZE „>I>Qo FOR FILLED CELLS AND REINFORCING � Ca r� LOCATION AND SPACING N o wl,M PRE MOLDED FRY R.EGLET CHANNEL SCREED FILL ALL NON-R•EINF, CMU DC5-G25-75 OR EQUAL CELLS W/ TAILORED FOAM SEALANT, TYP. "CORE -FILL 500" FOAM INSUL. o nn TYPICAL ALL EXT. BLOCK WALLS cv 2 �'-� SYNTHETHIC SKIM COAT STUCCO _ FINISH OVER 5/8" Th K. DENS 2 GLASS SHEATHING ON 3-5/8" A-7 METAL SOFFIT FRAMING Fred M. Humphre Registered Architebt FYPON COVE MOULDING Florida Reg. No. 4374 CONNECTOR CLIP I MLD630- 10 OR EQUAL AT BUTT- TYPICAL 2 2 Reveal Moldin Detail 3 Inter5eCtIon Detail 4 Threshold Detail 2-31/2" 83/4" 1/8" -20 5/8" DENS- GLA55 OVER U A-20 N.T5' /�-20 N.T.5. A-20 LT. GA. MET. STUD FRAMING @ 24" O.C. 5 0 0 2 A-7 2 N O -2 Lp -20 co In LID EXTEND STUD TO w w0v STRUCTURE ABOVE, TYP. =4 0 � CO ■ G)O N U)ro ti rn_ O DRY- TACK FAUX STONE PLASTER WO 5A5E OVER 8" REINFORCED z SMOOTH FACE CONC. BLOCK- 5/8" CEMENT PLASTER (2 COAT REFER TO STRUCTURAL DRAWINGS - PROCESS) OVER 8" FOR FILLED CELLS AND REINFORCING fli REINFORCED SMOOTH FACE 3 CONC. BLOCK- REFER TO �51M. STRUCTURAL DRAWINGS FOR v .° FILLED CELLS AND REINFORCING 2 a _20 7/8" CEM. PLASTER (3 COAT • PROCESS) OVER EXP MET. LATH ' OVER TYVEK (OR EQUAL) ON 15# ASPHALT FELT VAPOR BARRIER OVER 5/8" PLYWOOD SHEATHING 5 ° ON 3-5/8" MET. STUDS @ 24" �p 2 A-7 "' O.C., MAX., TYP. i -2 `i. • o � I 11L 81-811 TOF' OF OPENING TOP OF ARCH 2'-7 5/8" Partial Elevation 5 ection 6 5ection �2O 3/8" = 1 '-011 1-1 /21' = 1 '-0" A- 2 0 111 = 1 '-01 ( " A-20 z � USN ry LLJ W �� Z�7S 0Ln� N 0U� FLOOR NO: N/A 0 DRAWN BY: LJZ DATE: 07/03/08 5CALE:A5 NOTED 5HEET NO. REVISIONS: M f SCELLAN EO US DETAi L5 REVIEW BY: LPH/FMH PROJ. 04/001/08 A-2 NO. STRUCTURAL NOTES I. GOVERNING CODES: This design is based on the following codes: A. Florida Building Code, 2004 with 2006 additions. B. Building Code Requirements for Structural Concrete ACI 318 (2002 EDITION) C. Specification for the Design, Fabrication, and Erection of Structural Steel for Building, ASD Design method. D. Building Code Requirements for Masonry Structures, ACI 530-05 / ASCE 5-05 / TMS 402-05) E. Structural Welding Code D1.1 II. DESIGN LOADS: A. Wind load based on using the ASCE 7-02 "Minimum Design Loads for Buildings and Other Structures" methods of calculation for wind pressures and the following factors: 1. Mean Roof Height of 42'-0" 2. Wind speed of 120 MPH. 3. Exposure Category'B'. 4. Importance factor of 1.0 (Building Category II). 5. Internal Pressure Coefficient of +/- 0.18 ("Enclosed" building). 6. This building is NOT IN A WIND BORNE DEBRIS REGION as defined by Florida Building Code. B. Roof live load of 20 PSF with allowable load reductions based on area as outlined in the Florida Building Code. Roof drainage shall conform to the requirements of the Florida Plumbing Code Section 11. Overflow drains shall be located so that, in the event of the primary drains being blocked, no more than 3-1/2" of water can accumulate before entering the overflows. C. Roof dead load of 20 PSF for flat roof and 35 PSF for mansard/pitch roof. D. Floor dead load of 57 PSF. E. Floor live load of 80 PSF for typical and 125 PSF for records room. F. Allowable soil bearing of 2,500 PSF. III. SHOP DRAWINGS: A. Contractor shall allow for (10) ten business days for shop drawing review. B. Our office will accept shop drawings in both electronic and paper format. C. If the Shop Drawings are in a paper format, we will require (3) three copies minimum shall be submitted with (1) one copy to be retained by our office. D. If the Shop Drawings are in electronic format the following shall apply: 1. The only accepted electronic format shall be Adobe PDF format. 2. If the electronic files are e-mailed to our office, the e-mail address is MaiI@Adams-Engineers.com and a faxed transmittal shall be sent to our office informing us of that the drawings were sent to our office by e-mail. 3. If the electronic files are sent to our office as copied on a CD or DVD a transmittal shall be included in the package. 4. The reviewed shop drawings shall be returned to Project Architect (or directed party) in either electronic format or paper format as directed by Client. If paper format is requested, it shall be backline copies with any comments generated by our office in contrasting font or "boxed". Additionally we will invoice for the printing costs associated with the production of these drawings based on the prevailing prints costs in Tampa Bay Area. IV. DRAWINGS AND SPECIFICATIONS: A. Do not scale these drawings for dimensions not given. Advise Project Architect of any conflicts between these drawings and the Architectural drawings. Verify all field conditions and confirm column locations in respect to architectural wall alignment prior to the start of work. B. These drawings are to be used in combination with the architectural, mechanical, plumbing and civil drawings. Refer to these other drawings for details that relate to structural components. C. These construction documents have been prepared from the most complete information available to the engineer. All data on existing construction conditions are approximate & shall be verified prior to commencing work. D. The contractor shall comply with the manufacturer's instructions & recommendations to the extent -printed information are more detailed or stringent than the requirements contained in the plans. E. The plans show the location of all fixtures & equipment & are intended to convey the general intent of the work in scope & layout. They are not intended to show in minute detail every & all of the accessories intended for the purpose of execution of the work, but it is understood that such details are part of this work. F. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, product data or supplemental details for such portion of the work. G. The Contractor is responsible for means and methods of construction to ensure the safety of the building until the structural system is completed. The structural system is unstable until all connections have been made and all concrete has reached the minimum design strength as specified in these drawings. H. The use of electronic files or reproductions of these contract documents by any contractor, subcontractor, erector, fabricator or material supplier in lieu of preparation of shop drawings signifies their acceptance of all information shown hereon as correct, and obligates themselves to any job expense, real or implied, arising due to any error that may occur hereon. V. CONCRETE: A. Concrete strength requirement: 1. 3,000 psi: Foundations, block fill, elevated slab, slab -on -grade, sidewalks 2. 4,000 psi: Beams and columns B. Maximum Slump: 4" (+/- 1 ") for all concrete, except use 8"-11" for filling cells in block. Fly ash, if used, shall not exceed 20% by weight of total cementitious content. Slump limits shall be strictly adhered to. C. The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The guidelines for maximum aggregate size are not greater than 1/5 the narrowest opening in the forms, and/or 1/3 the depth of the slab. 0 REV1510N5: CONCRETE (continued): D. Concrete formwork: Concrete formwork shall be in a clean condition for use as finished surface forms. Forms shall not be removed until the concrete is of sufficient strength to support its own weight and proposed construction loads. E. Minimum Concrete Cover 1. Concrete cast against and permanently exposed to earth = 3 inches. 2. Concrete exposed to earth or weather= 1-1/2 inches 3. Concrete not exposed to earth or weather = 3/4 inches F. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready -Mixed Concrete ASTM C94. Concrete shall be placed with -in 90 minutes of batch time. G. A qualified testing laboratory shall be retained to perform the following concrete tests. The concrete samples shall be taken in accordance with ASTM C 172 and specimens made in accordance with ASTM C 31. Testing of specimens shall be in accordance with ASTM C 39. Each test shall consist of a minimum of 3 cylinders. One sample shall be tested at 7 days, and one at 28 days. Reports showing the results of testing shall be submitted at the earliest possible date following testing and shall indicate date, time, weather conditions (temperature), composition of mix (per delivery ticket), slump, location of concrete, compressive strength, type of break, and other pertinent information helpful in the evaluation of the tests. All tests shall be sequentially numbered for easy identification. The concrete test cylinders shall be taken for each type of class of concrete and not less than once per daily pour, nor less than the following intervals: 1. Footings and sidewalks: One set of samples for each 100 cubic yards of concrete placed, nor less than once per daily pour. 2. Floor slabs: One set of samples for each 50 cubic yards of concrete placed, nor less than once per daily pour. 3. Concrete beams & Columns: One set of samples for each 50 cubic yards of concrete placed, nor less than once per daily pour. 4. Tilt wall panels: One set of samples for each 50 cubic yards of concrete placed, nor less than once per daily pour. H. Expansion and Contraction Joints: Floor (contraction) joints shall be saw cut or prefabricated at a maximum spacing of 2 to 3 times the slab thickness in feet (i.e. 8'-12' o/c for a 4" thick slab). These contraction joints shall be approximately 1/8" wide and extend to a minimum depth of 1/4 the slab thickness. A 1/4" perimeter expansion (isolation) joint shall be used at floors adjoining walls and around all columns. These isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab. I. Expansion and Contraction Joints (ELEVATED FLOOR SLABS): Floor (contraction) joints shall be saw cut at the center of all support girder lines and / or a maximum spacing of 15 to 25 feet where parallel with bar joists. These contraction joints shall be approximately 1/8" wide and extend to a minimum depth of 1/4 the slab thickness. A 3/8" perimeter expansion (isolation) joint shall be used around all interior columns. These isolation joints shall be formed by installing an asphalt impregnated fiber sheet that extends the entire thickness of the slab. VI. CONCRETE REINFORCEMENT: A. Reinforcing steel bars shall be Grade 60 (60 KSI ASTM A615) steel and tied with drawn steel wire. B. Welded Wire Fabric shall conform to ASTM A185. C. Placement of reinforcing steel shall be as shown on plans and per the "Manual of Standard Practice for Detailing Reinforced Concrete Structures", ACI 315 manual on placing steel reinforcing. D. Provide minimum lap splice of 48 bar diameters, but not less than 18 inches, for all reinforcing bars, unless noted otherwise. Stagger splices in adjacent bars at least 24 inches, except in beams and columns. E. In wall footings, grade beams and bond beams, provide bent bars at corners and intersections of the same number and size as the straight bars. F. Provide for an allowance of 1 % of the total reinforcing steel for the project to be fabricated and placed during progress of the work as may be directed by the Structural Engineer, in addition to the reinforcing steel indicated on the drawings. A credit for any unused quantity of this material at the end of the project shall be given to the Owner. VII. CAST IN PLACE CONCRETE: A. The concrete supplier shall provide mix designs of all concrete used in structural applications. B. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be misted at least twice following initial set. Isolation joints shall be provided at all columns and expansion felt at the perimeter of the slab. C. Finish on the surface of floor shall be machined troweled followed by hand finishing as required. D. Exterior walks and parking areas to be light brushed finished. E. Curing of concrete shall be in accordance with ACI 318. VIII. FOUNDATIONS: A. Maximum soil bearing pressure used for design....... 2500 PSF B. Prepare subgrade in accordance with Subsurface Exploration and Geotechnical Analysis report No. ECS: 24-2767 dated February 15, 2008 revised April 14, 2008, prepared by ECS -Florida, LLC, 2815 Directions Row, Suite 500, Orlando, FL 32809. C. Notify Engineer if footing excavation reveals unsuitable or unstable soils, or materials or conditions not anticipated in the original Report. D. Concrete placement shall occur immediately after footing excavation & placement of reinforcing steel. Any freestanding water shall be pumped out of footing excavation prior to concrete placement VIII. FOUNDATIONS (Continued): E. A qualified testing laboratory shall be retained to perform the following minimum in-place density tests: This suggested testing shall be used in absence of a testing program suggested by a soil engineer as contained in a soil report performed for this project. 1. One density test for each 2,500 square feet of compacted subgrade. 2. One density test at each column. 3. One density test per 50 feet of wall footing. IX. STEEL BAR JOISTS: A. The design, fabrication and erection of steel joists shall conform to the "American Institute of Steel Construction Standard Specification for Open Web Steel Joists" (latest edition). B. Joists supplied under this section shall be fabricated by a recognized manufacturer, using cord or web sections fabricated from steel having a yield strength of at least 36 KSI but not exceeding 50 KSI. C. Bridging per the applicable Steel Joist Institute specification (latest edition) shall be used and shall be installed before construction loads are applied to the joists. The ends of all bridging lines terminating at walls or beams shall not be anchored until all the roof dead loads are applied. D. Ends of joists resting on steel supports shall be connected with the equivalent of two 1/8 -inch fillet welds 1" long or with two 1/2" diameter bolts. Field welding shall not damage the joists. E. All joists on column centerlines shall be secured by 1/2" inch diameter A325 bolts at the top chord bearing. The bottom chord shall be extended to the column. F. Joists shall bear 4" minimum on masonry and 2 1/2" minimum on steel U.N.O. Joists bearing on masonry shall bear on an embedded steel plate. G. Steel joists shall be primed painted with one coat of light gray primer meeting the minimum requirements of Federal Specification TT -P-664 or Steel Structures Painting Council Specification 15-68T, Type I. H. Joist girders shall be proportioned such that they can be erected without bridging. The strutted ends of the bottom chord shall be restrained from lateral movement to brace the girder from overturning. I. Bar joists and truss girders shall have manufacturer's standard beveled ends or sloped shoes if joist slope exceeds 1/4 inches per 12 inches. J. Steel joists shall be designed to resist net uplift as shown on wind diagram shown in contract drawings. X. STRUCTURAL STEEL: A. Fabrication and erection of structural steel shall be in accordance with AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" (latest edition). B. Structural steel team qualifications shall be: 1. Fabricator Qualifications: A qualified fabricator who participates in the AISC Certification Program and is designated an AISC Certified Plant, Category "Standard for Steel Building Structures" (STD) at time of bid. 2. Erector Qualifications: A qualified installer who participates in the AISC Certification Program and is designated an AISC Certified Erector, Category "Certified Steel Erector" (CSE) at time of bid. C. Structural steel shapes (used as beams and columns) shall conform to ASTM A992 Grade 50 KSI unless otherwise noted on the contract drawings. D. Plates, channels, rods, anchor bolts and angles shall conform to ASTM A36 unless otherwise noted of the contract drawings. E. Steel pipe shall conform to ASTM A53 Grade B or ASTM A501. F. Structural tubing shall conform to ASTM A500 Grade B (46 KSI minimum). G. All bolts (except anchor bolts) shall be high strength (HSB) shall conform to ASTM A325, 3/4" diameter unless noted otherwise. High strength bolts shall be used unless specifically noted on the drawings. H. All welding shall be performed by certified welders in accordance with AWS "Code for Arc and Gas Welding in Building Construction" (latest edition). The minimum electrode used shall be E70xx Low Hydrogen electrodes unless otherwise specified. I. Structural steel shall be primed painted with one coat of light gray primer meeting the minimum requirements of Federal Specification TT -P-664 or Steel Structures Painting Council Specification 15-68T, Type I. All members to receive spray on fire proofing shall not be painted. J. All beams shall be fabricated and erected natural camber up K. Connections may be single shear plate (or double angle) framed beam connections per AISC unless noted otherwise. All bolts shall be 3/4" diameter A -325-N unless noted otherwise. Shop connections may be bolted or welded, with welded connections equal to bolted connections. All bolts shall be tightened snug tight with suitable nuts and hardened washers unless noted otherwise. Design connections for the larger of either the shear value shown on the drawings or 75% of the maximum shear listed in the tables for "Allowable uniform load in Kips for beams laterally supported" at the bottom of each page in the "Properties And Reaction Values" Part 2 of the latest edition of the AISC "Manual Of Steel Construction". L. Splicing of structural steel where not detailed is not permitted with out prior written approval of the structural engineer. M. Structural openings, supports, anchors, etc. around or affected by mechanical, electrical and plumbing equipment shall be verified with the equipment purchased before proceeding with structural work affected. N. Provide for an allowance of 1 % of the total structural steel for the project to be fabricated and placed during progress of the work as may be directed by the Structural Engineer, in addition to the reinforcing steel indicated on the drawings. A credit for any unused quantity of this material at the end of the project shall be given to the Owner. XI. METAL FORM DECK: A. Floor deck shall be 28 gauge as identified by the Steel Deck Institute. Decking shall be nine sixteenths inches deep and shall be designed in accordance with Floor Deck Specifications of the Steel Deck Institute. B. Acceptable manufacturers include Vulcraft, Type 0.6C or approved equal. C. Install WWF 6x6-W1.4xW1.4 centered in slab thickness. D. Steel shall be ASTM A-446 grade E, galvanized per ASTM A525 G60 with a minimum yield strength of 33,000 PSI. E. Fastening of decking with thicknesses less than 0.028" (22 gauge) shall be performed with weld washers per Steel Deck Institute's "Manual of Construction with Steel Deck". DRAWN BY: P.J.H. DATE: 07-03-08 SCALE: REVIEW BY: LPH/FMH NOJ. GENERAL NOTE5 R.A.E. JOB No. H05, -'l RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL c@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 i 0 7 2008 FLORIDA REG. • 35836 (NOT VALID WITHOUT SEAL) U z 0 O o N U) XM r- `i�,° rn o CV toC ti U)0 C V 0'� UL' 0 _0 E w ON ON LL (f) O 2 FLOOR NO: SHEET NO. 50,0 rr,,�� W, M o co w 00 p v U 0 'O CYD CS O O C i 0 7 2008 FLORIDA REG. • 35836 (NOT VALID WITHOUT SEAL) U z 0 O o N U) XM r- `i�,° rn o CV toC ti U)0 C V 0'� UL' 0 _0 E w ON ON LL (f) O 2 FLOOR NO: SHEET NO. 50,0 STRUCTURAL NOTES (Continued) XII. METAL ROOF DECK: A. Metal roof deck shall be 1-1/2" thick, 22 Ga. Type B (as identified by the Steel Deck Institute) painted steel deck conforming to ASTM A611 or ASTM A653. B. The deck shall be placed on the supporting framework with a minimum end lap of two inches centered over supports. The deck shall be attached to the supports, and the side lap of adjacent units in the pattern shown on the contract drawings. C. All roof deck openings 12" diameter or larger are to have support angles per typical deck opening detail, including openings for roof sump pans. D. Roof deck shall be laid out such that decking shall span three spans without interruption wherever possible. E. Deck and supporting members damaged by excess welding heat shall be repaired or replaced as determined by Engineer. F. Puddle welds shall be at least 5/8" in effective diameter or an elongated weld having an equal perimeter. Fillet and seam welds when used shall be a minimum of 1 1/2" long. Weld metal shall penetrate all layers of deck material at end laps and side joints and have good fusion to the supporting members. G. The Contractor shall include in the bid a line item for the services of a Test Laboratory under a separate contract for the metal deck quality control as described below. The Testing Laboratory shall be approved by the Owner. Inspection of the metal decking shall include the following: 1. Verification that all metal decking is erected in accordance with approved shop drawings and contact documents. 2. Verification that all welding operators have been qualified within the past year. 3. Visual inspection of all field welding of metal decking to ascertain that all welds conform to shop drawings and the applicable requirements stated in the AWS 1980 publication entitled "Welding Inspection; Section 12 - Visual Inspection". XIII. LIGHT GAUGE STEEL FRAMING: A. The light gauge steel framing members specified are based on structural properties of Dietrich Industries. Members may be supplied by other manufacturers provided the members meet or exceed the structural properties as specified in Dietrich Industries' catalog. B. Standards: 1. American Iron and Steel Institute (A.I.S.I.) "Design of Cold Formed Steel Structural Members". 2. American Welding Society (A.W.S.) D1.3, Structural Welding Code - Sheet Steel". C. Track shall be securely anchored to the supporting structures as shown using the specified fasteners. Concrete anchors shall be installed after full compressive strength has been achieved. D. Studs shall be plumbed, aligned and securely attached to the flange or webs of both upper and lower tracks. E. Wall studs bridging shall be attached in a manner to prevent stud rotation. F. Temporary bracing shall be provided until erection is completed. XIV. CONCRETE MASONRY UNITS: A. Concrete block work under this section shall be as per plans and shall be plumb, true to line with level courses accurately placed. Where no pattern is indicated, masonry shall be laid in a running bond. B. The masonry work preformed under this section shall be constructed under the quality assurance program meeting or exceeding "Level 2 Quality Assurance" as defined in the latest edition of the ACI 530 Building Code Requirements for Masonry Structures. The visual inspection portions of Level 2 shall be preformed by the local building code authority and / or a qualified testing laboratory. The verification of fm shall be preformed by the material supplier's laboratory or qualified testing laboratory. The cost of this testing shall be paid by the contractor and reports shall be distributed to the Owner, Project Architect and Structural Engineer of Record. C. All concrete blocks shall have a minimum fm of 1500 PSI and be of standard weight conforming to ASTM C-90 Type N-1. Concrete masonry units shall be dry when laid. D. Mortar shall be used within 2 1/2 hours after initial mixing. Mortar that has stiffened due to evaporation within this period shall not be retempered or restored to workability. Mortar shall be Type S Type S (fm = 1800 PSI at 28 days) for above grade work, and Type M (fm = 2500 PSI at 28 days) for below grade (and retaining walls). E. Hollow units shall be laid with full mortar coverage of horizontal and vertical face shells. Webs shall also be bedded in all courses of piers, columns, and pilasters, and in the starting courses on footings, and where adjacent to cells or cavities to be filled with coarse grout. Mortar joints shall be 3/8" thick except where otherwise indicated. Exterior walls to be covered shall have flush joints, and interior wall joints shall be tooled with a round jointer. F. Horizontal joint reinforcing (wire type with 9 gage equal to Dur-o-wal) shall be placed at 16" o/c. vertically and shall extend at least 6" into vertical columns or pilasters. Horizontal reinforcement shall not be continuous across control joints and shall be placed fully embedded in face -shell mortar beds for their entire length (minimum mortar cover of 5/8"). G. Vertical reinforcement (where required) shall be placed in the center of masonry cores unless shown otherwise. This reinforcement shall be lapped (where required) a minimum of 48 bar diameters or 2'-1" whichever is greater. Masonry cores shall be filled with coarse grout conforming to ASTM C476. 1. 3000 PSI at 28 days 2. 3/8" aggregate 3. 8" - 11" slump H. Bond beams shall consist of load-bearing units filled with coarse grout and reinforced as indicated unless noted other wise in contract drawings. Reinforcement shall be continuous except through expansion (control) joints. Where bond beam is not broken at control joint, a dummy control joint shall be formed in the bond beam. I. Unfinished work shall be stepped back for tooling with new work. Toothing may be employed only when specifically approved. Before laying new work, loose mortar shall be removed and the exposed joint thoroughly cleaned. J. Use masonry saws to cut block as required. K. If wall reinforcing is not shown plans, place one #5 bar in a cell filled with coarse grout at a maximum spacing of 48". Also fill the first cell adjacent to any opening, and located three filled cells at any wall corner or intersection. L. Provide clean -outs for filling cells in lifts exceeding 4 ft, but lifts shall not exceed 12'-0. XIV. CONCRETE MASONRY UNITS (Continued): M. At the completion of the work all holes in joints of masonry surfaces to be exposed or painted (except weep holes) shall be filled with mortar and suitably tooled. Masonry walls shall be dry brushed at the end of each day's work and also after final pointing, and shall be left clean and free from mortar spots and droppings. Any cracks in masonry shall be repaired. Defective joints shall be cut out and repointed. N. Space masonry control joints at a maximum of 45'-0" o.c. (U.N.O. Architectural plans govern). O. All masonry that is retaining earth, as in a retaining wall or stem wall shall be filled solid for portion in contact with earth. XV. PRE -FABRICATED LIGHT GAUGE STEEL ROOF TRUSSES: A. A State of Florida licensed professional engineer shall design these roof trusses and all shop drawings created for this project shall be signed and sealed by an engineer. B. The Specifications for the Design of Cold -Formed Structural Members (AISI) 1986 shall govern as the minimum requirement for design, fabrication, and erection of cold -formed structural members. Welding shall conform to the AWS D1.3-89 structural welding code. Electrodes shall be class E 70 series. C. The truss web configuration shown in these drawings is for informational purposes only. The final web layout shall be the responsibility of the truss manufacturer (designer). D. The architectural drawings shall control as to the shape of the trusses. E. The design criteria for these trusses is: 1. Wind load design criteria is stated in the project criteria section. 2. Trusses are components of the building, thus the parts & components factors (based on area) shall be applied to the trusses to obtain wind loads internal to the truss. 3. Roof dead and live load is stated in the project criteria section. F. Truss design drawings shall include the following minimum information: 1. Span depth of slope and spacing of trusses. 2. Design dead loads, live loads, wind loads, and any concentrated loads and their point of application. 3. Reactive forces and locations. Special attention shall be made for uplift forces. 4. Connection plate type, thickness (or gauge), size and location for each joint. 5. Depth, size, gauge and structural properties for each member. 6. Location of all continuous lateral bridging and any special bracing if required. G. Truss placement diagrams shall be prepared by the truss manufacturer and presented to the architect for review. The diagrams shall show all truss -to -truss connections and locations of all continuously lateral braced members required by truss manufacturer's design. H. The connection design and specification for truss to truss connections shall be the responsibility of the light gauge truss designer. These connections which are "internal" to the framing system shall be designed and detailed by this specialty engineer. I. The uplift forces calculated by the truss manufacturer shall control in determining the final hurricane clips to be place at the truss reactions. The truss manufacturer shall use "Main Wind Force Resistance System" loads to calculate these loads for connection to building. The truss manufacturer shall confirm the hurricane clips indicted on these project drawings are adequate for their design. Additional clips or larger clips are the responsibility of the truss manufacturer. J. Trusses shall be designed so that no horizontal reactions are imposed on the structure under vertical loads. K. All trusses must be securely braced and anchored both during erection and after permanent installation Erection bracing shall hold trusses straight and plumb and in safe condition until decking and permanent truss bracing is applied to form a structural sound framing system. All erection and permanent bracing shall be installed and all trusses shall be permanently fastened before application of any toads. Safe erection of the trusses is the responsibility of the building contractor. XVI. DELEGATED (SPECIALTY) ENGINEERING REQUIREMENTS: A. GENERAL REQUIREMENTS: 1. Definition of Delegated (Specialty) Engineer: A Professional Engineer, who is licensed in the same state as the Project, not the Structural Engineer of Record, who specializes in and who undertakes the design of structural components prepared for this Project. 2. Submittals for custom designed, manufactured or fabricated load -carrying items and custom fabricated items that are required by codes or standards to resist forces and stresses, including their connections, anchorages, and attachments require a Delegated Engineer. 3. For each category of submittal requiring input from a Delegated Engineer, the Contractor shall attach to the first submittal a signed and sealed letter from the responsible Delegated Engineer stating "I certify that the design and drafting of the shop drawings which are signed and sealed by me were prepared under my direct supervision and control and to the best of my knowledge the shop drawings comply with the applicable minimum building codes and contract drawings." 4. Review by the Structural Engineer of Record of submittals is LIMITED TO the following: a) The specified structural submittals have been furnished. b) The structural submittals have been signed and sealed by the Delegated Engineer. c) The Delegated Engineer has understood the design intent and has used the specified structural criteria. No detailed check of calculations will be made. d) The configuration set forth in the structural submittals is consistent with the contract documents. No detailed check of dimensions or quantities will be made. 5. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. B. Steel pan stairs shall be designed by the fabricator's Delegated Engineer and shall include stringers, treads, hand railings, platforms, and columns as required. Connections internal to the system and connection to adjacent supporting members shall be designed by this specialty engineer. Shop drawings shall be submitted for review and be signed and sealed by a structural engineer licensed in the same state as the Project. The minimum live floor design load shall be 100 PSF. XVI. DELEGATED (SPECIALTY) ENGINEERING REQUIREMENTS (Continued): C. Exterior curtainwalls shall be designed by the vendor's Delegated Engineer and shall include frame, glazing, and connections. Shop drawings shall be submitted for review and be signed and sealed by a structural engineer licensed in the same state as the Project. Design loads shall be based on wind speed and factors listed above under building design criteria. XVII. EPDXY ANCHORS: A. The epoxy anchors shown on this plan are based on the properties of HILTI HY 150 Injection Adhesive Anchors. The Contractor may use other manufacturers provided that their anchors meet or exceed the allowable tension and shear loads for the size and depth anchors specified in these design drawings. Additionally the product data for the substituted anchors shall be submitted to the Structural Engineer of Record for our approval. No work shall be performed using any alternate anchors with out first receiving the approval of our office. B. Anchoring adhesive shall be a two-part component 100% solids epoxy based system supplied through a static -mixing nozzle supplied by the manufacturer. This requirement shall be met regardless of which epoxy product or manufacturer that is used on this project. C. The threaded rods to be used in combination with the HILTI HY 150 Injection Epoxy system shall be fabricated from steel meeting or exceeding the properties of ASTM A36. 131 2 1 3 2 31 2 msv 3 2 3 2 2 WIND ZONES ONSTRUCTURE a = T-511 3 3 2 2 3 3 2 Z 3 �3� 2 3 2 3 2 0 31 2 2 POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS 2 3 POS. PRESSURE FOS. PRESSURE 2 < 10 SCI. FT. 2 3 2 3 POSITIVE WIND PRESSURE ON GLAZING & WALL COMPONENTS LOCATION ON BUILDING POS. PRESSURE POS. PRESSURE FOS. PRESSURE FOS. PRESSURE < 10 SCI. FT. < 20 SCI. FT. < 50 SCI. FT. < 100 SQ FT. FIELD AREA 28.5 PSP 213 PSF 25.6 PSF 24.4 PSF CORNER AREA ❑5 CORNER AREA 285 PSF 213 PSF 25.6 PSF 24.4 PSF NEGATIVE WIND P12ESSLRE ON GLAZING & WALL COMPONENTS LOCATION ON BUILDING PEG. PRESSURE PEG. PRESSURE PEG. PRESSURE PEG. PRESSIJ2E < 10 SCI. FT. < 20 SCI. FT. < 50 SCI. FT. < 100 SCI. FT. FIELD AREA 0 30.9 PSF 29.1 PSF 28.0 PSF 26.8 PSF CORNER AREA M ON BAR JOIST 382 PSF 35.8 PSF 32.4 PSF 29.1 PSF ROOF WIND LPLIFT PRESSURES UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE UPLIFT PRESSURE ZONE < 10 SQ FT. < 20 SCI. FT. < 50 SCI. FT. < 100 SQ FT. ON BAR JOIST El 28.5 PSF 21.6 PSF 26.8 PSF 26.1 PSF 14.1 PSF 41.9 PSF 42B PSF 363 PSF 30.9 PSF 21.0 PSF a 12.0 PSF 59.1 PSF 43.5 PSF 30.9 PSF 21.0 PSF )ESIGN LOADS WIND LOAD BASED ON USING THE ASCE 1-02 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" METHODS OF CALCULATION FOR WIND PRESSURES AND THE FOLLOWING FACTORS: 1. WIND SPEED OF 120 MPH. 2. BUILDING IMPORTANCE FACTOR OF 1.0 (BUILDING CATEGORY II). 3. "ENCLOSED" BUILDING CLASSIFICATION (GCp1 = tO.18). 4. BUILDING EXPOSURE CATEGORY 'B'. 5. MEAN ROOF HEIGHT LESS THAN 42'-0". 6. ROOF ANGLE OF LESS THAN 1 DEGREES. NOTE: ALL GLAZING IS ASSUMED PROTECTED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING CODE. R.A.E. JOB No. H05"I RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 FLORIDA REG. " 35836 (NOT VALID WIT!4OUT SEAL) _0 h M�hlln�y U z 0 � o co 10 f0 0 00 'm N N CO -0 U.)C ti rnz o L5 o Q. C: 0 00L. A_J 4-1 L V O _(D w ■■ ME 0 2 FLOOR NO: Q DRAWN BY: P.J.N. DATE: 07-03-08 SCALE: SHEET NO. REVISIONS:GENERAL NOTES REVIEW BY: LPH/FMH PROJ. NO. 5002 o00 N M ( f ., Cr p O c)C) UL o OP N o O o FLORIDA REG. " 35836 (NOT VALID WIT!4OUT SEAL) _0 h M�hlln�y U z 0 � o co 10 f0 0 00 'm N N CO -0 U.)C ti rnz o L5 o Q. C: 0 00L. A_J 4-1 L V O _(D w ■■ ME 0 2 FLOOR NO: Q DRAWN BY: P.J.N. DATE: 07-03-08 SCALE: SHEET NO. REVISIONS:GENERAL NOTES REVIEW BY: LPH/FMH PROJ. NO. 5002 C?veTvaew Product Search Orga0zation P1rodud ADO y Searchi6aticarT I:.�It°^•��� per4H4rr��ra1��,r°�, aEI�����aRI' .. " User: Public User - Not Associated with Organization - Nced.li ht Application#: FLI S8 -R1 Date Submitted: 09/21/2005 Code Version: 2W4 Product Manufacturer: CAST -CRETE Corporation Address/Phone/email: PO Box 24567 Tampa, FL 33623 (813)621-4641 Technical Representative: Craig Parrino Technical Representative Address/FhoneJcmail: PO Box 24567 Tampa, FL 33623 cpanino@castcrete.com Quality Assurance Representative: Craig Parrino Quality Assurance RepresentativePO sox 24567 AddresslPhone/email Tampa, FL 33623 cpanrino@mtcrete.com Category: Structural Components Subcategory: Other Concrete Lintels Evaluation Method: Certification Mark or Listing Referenced Stndads. from the Florida Building Code: ��A �d YW 1901.2 ACI 318 2002 2107.1 ACI 530 2002 R612.1 ACI 318 2002 R606"1 ACI 530 2002 Certification Agency Quality Assurance Entity: Validation Entity: Authorized Signature: EvaluatiowTlest Reports Uploaded: Documents U oaded: ittstallatlbn l p Product Approval Method: Application Status: Date Validated: Date Approved: Date Certified to the 2004 Code: Page: Miami, Dade BCCO - CBR Craig Parrino cparfino@mtcrete.com PT�I,D,�p15$_R1 1,- 1'"7'17ID 158 R 1 I NJOA 43 -p60S.- 05,pdf Method 1 Option A Approved 09/72/2005 10/11/20Q5 1601 P Product Model 0 or Model 4imilts of Use # Name DowAptl lon ---�._,__ High Strength Concrete 158.1 4 6 8, and 12 Supedmposed loads shal not exoeed allowable safe mels nch wide lintels pad REVISIONS: ►�® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS 17 PRECAST WZ_2" RECESS DOOR EL -LINTEL 8 PRECAST U-UNTEL 8" PRE -STRESSED U• -LINTEL TYPE "A" STIRRUP$ 7/32"A BAR M STIRRUPS SLR ?-,_RETAIL SCAtE: N.f.S 7/32"0 BAR_,` STIRRUPS In 5"-8" LINTELtL4_._ STIRRUP DETAILS SCAM I.T.S. 8" PRESTRESSED U -LINTEL DATA TABLE v 0.194 787 -- IS -O 7/32 BAR 21'-2" SOS' -8 3/4" t0 -- 22'-0" 0.200 Oil 7 32 BAR I' -S 7/32 BAR 21'-10" 5 O 3'-10 3/8 10 le - 0 24'-0" 0,219 083 7 32 BAR 1'-3" 7/32 BAR 23'-10. 5 O 16 -0 _ ,'ret A 111.uP1 LL1 WIEN Wr1ELS nPC a et MUIS Ml «KA uXIxLS TAI[ A %71AaVI3 Wla v AEe,R rrPK,L ' nLL "1111 1 '" ! - 1 y r _ -- - -- '..� 11 roa acrss umTEs PRECAST LINTEL R,EENFORClNG 4A6i .TABRLGI!T14L4_MODfI v earl ecus uNTCLE' TIP A. aT•Aan TILL e- W_A _,',' LOE�OILL..IOMlN .._ -Mill. _._ AT erlels f PREWESSE9._LINTEL REINFORCING CAGE FA8RICA110N MODEL -sem (SEE GENERAL NOTE 6 FOR SYNTHETIC FIBER,OPTION J B" PRECAST W 2" RECESS ODOR U -LINTEL u rs 8" PRECAST U,.,. -LINTEL DATA ^_TAB -LE l§NZ L VO�,YME >wur .1--go"OM STEEL PER �812ii.n6 sr ---�._,__ ._ TYPE 808 - UP-1U 8{12,-1R 3069 4605 BF16-18 5113 No LENGTH '----- Y-10" 0,026 102 #1 REBAR 2'-9' 7/32 2'_-8" N/A 4 S-6" 0.032 126 /-" 3 -S -BAR 7%52 BAR 3i-2' N/A 4 4 0" 0.037 5163 5113 _- :�-REBA1r 3 11 __ _� 732 BAR 3 -B N A 4'-6" _7:_6W` 0 041 150 -R WR' 4� S1_ 7132 BAR 4'-2" _ 8974 A S 1 0.049 I$2- /:-REBAR S -3 7 Y2 All 5=0�-NTA 6 —..-. _-_„._ 0.034 __ SITS' /3 REBAR 5 -9 7 32 BAR 5'-6" N/A g-- 6'-6" 0.060 234 /4 REBAR a -5w-._ 7 32 BAR 6'-2"-_ N A --, B '- 7'-6" 0 089 270 1 REBA 7 -5" 7 32 BAR T-2 N A 6 9 4, O,.OB6 336.,. . �4 REBAR 9'-3",,. N3 REBAR 9'-D 2 -0 —'8 10'-6" 0.086 318 F+ REBAR. 10'-5' N3 REBAR lo' -Z 1 1 MFMBEFi 11'-4" 0.101 406 /5 REBAR 1 t -3" /3 REBAR' ll' -O' 3 -0 8 121-0" 0.110 4 /S REBAR t f -11 /3 REBAR 111 IS 3'-0• _ 6 13'-4" 0.122 460 /5 REBAR IS'' -3° /S REBAR 13' 0 3'-0' B 14'-0" 0.129 - /.5 ARCDAR 13 -11 /3 REBAR IS' 8 3 -0 8 8"P ATW R " R DOOR _t_JF_E��VE_R�A.L_L.E_.C_E_ / U -LINTEL TABLE SAFE LOAD POUNDS 8F8 -9B BFI2-UL3 8{16 UB PER �812ii.n6 LINEAR 8f24 -Oa FOOT 81`28 -Ce W12 08 ---�._,__ ._ TYPE 808 - UP-1U 8{12,-1R 3069 4605 BF16-18 5113 -- BF20-IR 8F24 -IB SF28-IB BF32-ta 7547 8974 10114 nape LENGTH '----- 2'-10' (34") wOLYME EECHCESS 402637 SDIEAELTA -LENGTH 4605 _6113 7547 SNZEL LENGTH LENGTH YPT'-I fPe uIs 2'-8" 4'-4' 3'-0" 0.036 146 /S REBAR 3-10 3'-8" N A 4 5163 5113 _ 8054 3T'-0" 4'-6" 3T-4" 0.037 150 - 3 -10 _ 7 8974 10394 11809 4 -0 5--a- -4 0.047 190 03 REBATE - S D VE.IAI'l 3820 1690 5961 7034 4 -4 5-8 S -I0 4 -8 S -4 0,047 0.054 6- c S .2„ _ -" 3 R BAR 6 0' I 'CHIS -._.._- PROPRIETAR'F INiORMAIhN t5 PROYIpED EOA PRODUCT APPRO8" 10394 IIK9_ 6'-4" 0.060 243 /4 REBAR a-10` 2110 PROYECTED BY COPYRIGHI IAWS AND CANNOT BE REPRODUCED OR W1fN0UT THE PRIOR WRITTEN CONSENT OF fECP CORPORATION. DISTRIBUTED 8'-0" 9'-8" 8'-4" 0.078 316 /! REBAR - /3 REBAR B'-0" 622 I..- 189 - 4 - 611 Ell__ -. 1 1 MFMBEFi OF 2.±q, 727 - 1021 Ilbb _...�._,.._�__.__r___� 5'-4" (64") PRECAST . I 1"217 1349 TION_ 4§881 2560 -72 _ 3123 _ _ 4249 - 1663 11 OS 3090 1173 5365 1. 631 7547(. 2090 - 7342(. S 2549 8733taq Stl09 1012){ l 470 1326 1705 2084 2463 .__-__ 5'-10"(/0-) PRECAST SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U -LINTELS CSCAAS SAFE LOAD PLF SAFE LOAD POUNDS 8F8 -9B BFI2-UL3 8{16 UB PER �812ii.n6 LINEAR 8f24 -Oa FOOT 81`28 -Ce W12 08 ---�._,__ ._ TYPE 808 - UP-1U 8{12,-1R 3069 4605 BF16-18 5113 -- BF20-IR 8F24 -IB SF28-IB BF32-ta 7547 8974 10114 nape LENGTH '----- 2'-10' (34") PRECAST 2231 3069 4605 _6113 7547 8974 10394 I1at19 I 11 P. 3 3'-6" (42") PRECAST 534 512 3069 3719 5163 5113 6607 6607 8054 9502 10951 2'131 3069 4605 293 _ 7 8974 10394 11809 82 - 4'-0" (48") PRECAST 1966 2561 2751 3820 1690 5961 7034 9101 PR1Y,A'rT 1016 1632 2693 4605 6113 7547 B9r4 10394 IIK9_ 4'-6"' (54') PRECAST 1599 1969 2110 2931 3753 4576 5400 622 I..- 189 - 4 - 611 7547 86 -- -- 11809 2.±q, 727 - 1021 Ilbb _...�._,.._�__.__r___� 5'-4" (64") PRECAST . I 1"217 1349 1438 1999 2560 -72 _ 3123 _10294_ 3686 _ _ 4249 - 1663 11 OS 3090 1173 5365 1. 631 7547(. 2090 - 7342(. S 2549 8733taq Stl09 1012){ l 470 1326 1705 2084 2463 .__-__ 5'-10"(/0-) PRECAST 1062 - Su 5' q14 11s 1183 1451 6 2 22 4 340 716 Bps 3 6tl 6He 71 1 a p, t 6'-T (7ti") PRffAST 008 1238 2177 3480 3031 -- 3]07 4383 5061 1738 i 2177 1480 5381 ° _...., 83FH1 10391{ 470 543 i'RLG A', i _418 111 T-6" {90") PRECAST 743 1011 t 1129 7612 2205 2698 3191 -Bb25p_I 3685 - 1718 1993 14^__ 0"(168") PRECAST 1011 1729 2661 3898 5(? I 041 1111 6412 ns 9' -" 4" (112') PRECAST 554 699 1160 1625 2564 — 3486 _.___.__ 2818 _._ , 302 968 1324 1625p, 752 1245 1843 2564 3486 4105wl 15 "4 "(184") PRESTRESSED 475 535 890 1247 2093 27.77 2163 -6;39136 2536 10"-6"'(126") PREGISI _ 643 582 1052 945 1533 366 2093 646 2781 24:3 36431% 3111 41541e 4006 -_222 166-" 261 424 11'-4"(136") PRECAST 362 21'-4_(256") E RL 11 F EF 14? 198 582 945 3366 1946 2423 3127 4046 12'-(1 (144") PRECAST 33; _ .1 873 1254 1684 2193 _ 250_5 3552 318 r t7 _3411 450 { �fla 640 515111 491 711316 r 54(1 87) 254 684 ,:193 2805 3552 13'-4"(160') PRECAST 296 - 471 ---.. -- 755 , 075 - I a a e , s 6 7 RS B 471 755 1075 1428 1638 2316-2883 14'-0'(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 M% 706 1002 1326 1697 2127 2630 14'-8"(176") PRESTRESSED N.R. NR PIR NR_ NR NR NR NR 458 78.3 1770 1902 2245 25 v 27Q 15'--4"(184") PRESTRESSED N R NR NR NR nH NR NR 412 71 710 1250 1733 2058 2320_ 2513 17'-4"(208") PRESTRESSED N. R. NR NR NR NR NR NR _ NR 300 548 950 1326 1609 1 849 _ 2041 19'-4"(232") PRESTRESSED N R NR _ NR NR NR NR -- NR NR 235 NR 420 NR 750_ NN 1037 NR _1282 _ NR 1515 NF 1715 Ph 21'-4" 256" PRESTRESSED ( ) ES ESSED N.R. _ 180 340 598 845 114 1 ;° 1 14r 22'_0'(264') PRESTRESSED N.R. NR NR NR NR NR NR hP 165 315 550 764 1047 1285 - 1399 24'-0"(288") PRESTRESSED N.R. NR NR -- NR - NR -- NP NR - HR - ---I 129 250 450 654 4 $114 1097 1722 (N) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SEE GENERAL NOTES - SHEET 3 OF 3 MBMO■R OF SAFE LATERAL LOADS FOR R" PRFCAST & PRESTRESSED U -LINTELS C_w//� " '""moi/ SAFE LOAD PLF TYPE LENGTH -," - __ 15Ur: P,F° 1642 1024 7EIN C N1I{., 2135 11',30 ? 1O' (34", PRE ',,A`:,T 1293 1025 3'--6" (42")-PkCAST 4'-0" (48') PRCCAST 4 C" (54') PRECA,,T 765 763 1365 `,92 411 391 411 10.`4% 734 5'-4" (64") PRECAST 5 Ii)"(10") f , ,t. f dGAr;T l ) 4 3 0 1 SO 1 339 607 6'- 6" (78') PRECAST "' 1 I 11 P. 3 17'-6" (50') INE "AST 9'-4" (112`) PRECAST 424 3Ji3 534 512 357 r 22-11 10'-6'(126') PRECAST 11 4 (13t) PREC'A1 284 bis 401 452 178 152 12'-O" (144") PRECAST 13' 4"(160) PRE .CA'31 244 402 21 1 324 1 , ;5 10;1 14'-D"(168-) PRECAST 205 293 98 14' 8' I :, 6 PPr°:TRF`{. 15' 4' (184") PRCST4S';E0 17'--4"(208") PRESTRESSED 19'-4"(232") PRESTRESSED f i f P,II SED 22..0"(264') PRESTRESSED N F26 N R. N R. N. R. 4 259 82 - 194 1411 63 7 h.,R125 N. R, N R 11k 't 1 42 i9 L4 1",1" (238 11'IiF'i1RE4SEO r/s,• NO, slxwun ?. 1••'-_ U_r�14'L SAFE LOAD - POUNDS 8" PRECAST U -LINTEL >�w F I O."_FRESTRESSED._Q.:: LTEI. ,._. GENERAL NOTES: FD+, " 1. REINFORCING STEEL: 7/32 80ASTM A510; /3, /4, 5. NOTE: THETOTAL NUMBER Of STIRRUPS � f1f n F' -rt B zu AND PS REBAR GRADE 60 ASTM A6ts; 7/16 INCH RCOUIDID IS COUNTEO STARTING FROM EACH 80-,2?8FI2-21 www.buildingcodeonlne.com — DIAMETER 270NS1 LOW -RELAXATION PRESTRESSING [NO OF THE REINFORCING CAGE; FOR EXAMPLE sI21-t' -- 8118-_2T- 8r)a-_..T..' SRTANO ASTM A4/6. - N0. OF STIRRUPS w 4, THCN THE 5173 311 T 4460 2. CONCRETE STRENGTHS.Pc 8000 PSI FOR 6' REINFORCING CAGE MODEL SHOWS 2 STIRRUPS 8321 8}21 66'2 651:• 9608 96418 7636 , , . 7616 PRESTRESSED LINTELS; 1'e . 3500 P51 FDR ALL FROM 116 2,6 POUHOS OF POLYPROPYLENE FIBERS PER' 1669 2524 1569 2524 4'-0" (48") PRECAST PRECAST 8 INCH LINTELS, 3. INIFIAL PRESTRESS FORCE - 0.70 Epu. CU.YD, OF CONCRETE MAY BE USED IN LIEU' 3079 3966 a ` OF PRESTRESSED LINTEL REINFORCING CAGE 6627 3 7124 4. SPP STRENGTH: PRESTRESSED \ TO RESIST LIFTING AHO HANDLING fORCEEE�- 5740 6627 LITAINTELSING • 5300 PSI. — /'�, 4292 � PH .10 tiETb te4".. GHAIGa P.A9F11NO -- Y lEi ti79 r ' rt 63 're: SEFFNETt FL VL,84 FL P.E. LIG- NO 44156 CAST- ',RF:; 8" LINTEL FABRICATION DETAILS __ {RE NAME OBSUBI.DWG DRAWN OT: XMXMMOr - - ...._ SCALE..—NOT TO SCALE - DALE. O6/O7/96 -CHECKED BY: CRAIG PAMNO, P.E. - REG. 00, 44756 } DRAWING No. F08 SHEET I Of 3 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS �4t11R4]'11B ' SEF T401F 18 O THE NUMBERS IN PARFNNIVd1 ARF TT�T,^,ENT RERUCIIONS FOR OR40 FiE 0 ADDED�EP,AR. SEE NOIf, NO. 4 AIG PARHINO w r 1. `L E I 2• o f 14 rrlf;ra-Z�-rf4 AEF NEQ FL 33584 9 L P F t 11; NO, 44756 11 UIGn �_ r CA 1iT -CRE• fE- 6" LINTEL FABRICATION DETAILS {IIF NAME. DESNP6ID'WU I !'rRA+14 T., ,9NN HAY SCALE: NOT f0 SCALE DATE: 06/07/96 CHEC%ED BY: CRAIG P4RRItq, P.E. - ICG. N0, 14756 DRAWING No FOR SNCET SAFE GRAVITY LOADS FOR 8" PRECAST w12" RECESS DOOR U-LINTELSSAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS 8" PRECAST w12" RECESS DOOR U -LINTELS —' - SAFE 4Ci617�4118f�'f SAFE LOAD POUNDS PER LINEAR FOOT - � C4�•3�R.TM TYPE SAFPLLOA011 i C'1"`�`�4Rf„ YPE� SAFE LOAD -POUNDS PER LINEAR FOOT _ 11 LENGTH -'�— _ LENGTH GMU LENGTH n+r I RE14-;T nRFt6-2T 8RF22-2T eREze- T BRF1-'r -~-_-_�-- ePE BRU6 BRF6- B aRF10-IB 8RF14 i I RRF18-IYa 8RF22 8 P.Rf2h 18 P,kIS( I+I I, E'�IIU 1�'I 5 ' 1f1�-'I NI"I Irl ,1T aRF 1a 1I 2 8 34 2i _-_ - 1749 3355 3280 x349 5+21 fi493 � �--7567 _ --- -- -�� - —� - _ 411 - " - S"--- - - 83 _------ YIIP,r I „ e 4409 5796 61 4' 4" (52") PRFCA;T 1635 691 less 5296 6636 e9stl 9479 19693 4-4" (52") FRECASi 758 757 1;:165 4'-4" (52") PRECAST aH S^; 1,2,' 4409 9296 6183 4'-6' (54) PRECAST 1494 tse 3063 2962 3964 4946 5924 6904 q' 6" (54") EFCnST 694 lsrl ; 1.'451.. e' fi' (54";1 PRECAST 867 1675 z525 5574 4224 Su7a as 67 161 b, > 5314 4224 4 591 1755 3699 RUG 1 6639 610W 9479 10893 -.r, - ,. $75 1101 9311 pN i 61', ,- MO r 5 8" 68 PRECAST 920 1770 1716 2277 2839 421% yE6 1960 2618 3277 3935 4594 ( ) 866 _ _. _ - N FI FRLCAI;T 4ll•i 407 734 ., -8 168) TPEIA,.'1 - .616 3277 3935 4594 _E__—_ 1813 2344 +142 6639pe 2154 I 3 t 655 1262 1900_- 11 4 1 -4_._ _6389 BO60u 79171 ) ,. .AS 1 ") PRECAST 0 1e38 11 f 9"5 - 5'-10"(70") f RECAST g10 --- 9 3174 3791 5 tO'(70" PRECAST 382 {'ri 1 G87 117 i1 - _ _.-_. Dee 401461 .,8106iN 655 1252 1900 2536 3176 5815 4453 901 1625 3i 20 5048 11a7 9444 lJ6U ;74 -6012 11,11 1704 756 3312 3865 6; 8e 80') PRECAST 797 6 -8" (80 ; PRECAST 595 ?8 0 6 -8 180") PRECAST — __ - - ( d01 1975 3120 5048 791•+ 9479 10893{- 570 1097 1651 2204 1952 A-"- 758 33f 1869 54369641" n1}Isjn 4 cr 674 39.3 '-6" 190") PRECAST 5c6 s,, at;27 -6 f,9O') PRECAST 669 +, ( t1'; FREL'A1 939 Gc _3251 755 1490 2459 377 % 755 1494 N59 3176.-. 41 8 ...-1,4,51 3421 461, 1568 39 9 1 (116) FR[ kI 411 526 7'79 253 3Qii4G91 3,H96,rn 7 8' 1116"I PPFCAST 70 'I I R'A'I 395,._4589 1931 1j1514 7f 1r }721N) Jve I �FiB 1� ill` -Y 41 0 - 115 1 265. I(r) THE NUMBERS IN FARENiHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 () THE NUMBERS IN PAHLNIHI''I'. APF PERCENT REDACTIONS FOR „R40 1411) A011LD PEBAH SEF NOT{ N0, 4 GR40 FIELD ADDED REBAR EE NOIT Nc`i 4 GEN�FA1, 1101ES I IF'E (?L IGNA110N .. - __-- - s _.-.._ ------- 1) Moteriols: 1!) LnlPls ore rnonu/odu ed 116 5-112' lalg not.hes at the end, to o aanodate enc�al cell tenforcng and grwtinq rC 8" precast lintel = 3500 pd ­td,l .116 n dl er r vti ao,Gn 5�;? '- " - f;F = fA1E0 WH GROUT / U .INfILLEp - rc ptestres4ed I0Ael •6000 psi 131 a exte �+ ifnce of I Ns 1401 nr 1 6 , y II. hal bare _3rh_ HFI, if I OUANiFI'r OF j5 RE.ItM AT Fc grout =3000 psi wlUh m) per 3/6 inch oh". i"e v cwtlnq 1 fuer uNl 1 - a,dan a Po A IM -f 4+p g. BOTTOM OF LINTEL (:AMITY concrete mm units CMU gSTjl fi " r _- — 0^7 ( ) p« C90 wit minimum 11111 + •'.• ; ` «ea comprefalre strength •' 1900 PM 141 Inlets krai d r done c tly wth v"11 , V n , pl II,! un! f -t 11 I I7oteroll ' Y rebs• p�q str A615 HYPO /(.plied vertical land Applied tree, t d Ir,d`r tl ole Int R� S7 f -'I ( ^f [ 7 'I ..I.. - reba, esemg Stroud pM ASTM A416 Grade 270 low reWxation de 60 foods shwld fie 0h kd 0 r Orn : 7 <� T I T. J 1 Ems' - m rt« r ASTM CZ70 T M or S ,ono ,nd --' - 2) All wfe and tobes Msed an mmmum 4 inch nominal bn..9. Safe ye kal laud F Sate h«hontal load """" "" EfLCpLl411; Sate laodn Inr (inlet type BUB vnd BRU6 must tie IS f« c • ♦ NCwANN WINAI ---� OAfANRry OF 8 educed , ,, H 6ewny Ienglh is lens than ) composite IAN heights not shown, use safe loud from nest tower k*I shown IIi1MINA1 71EM,71f REBAR AT TOP • 6 I/2 nohes. r6) Firs Intel lengths rent 5honm, use safe load from next longest krrgth shown. - #5 RfBAR AT TOP Soft 3) Provide full rtn par bed and heed s the. r 16) Ad? �dslateral load capoydlo,l a. be .67. sketch de,q.., 6 -dE adda.'.unul -�.... ..�Mllu; LLAR 4) iM number In parenthesis indicates the percent eduction fw bow the tel grorle 40 fitJd added rdf , ) P Y Y Y W 199 ) !" CILAR Example: 7' -6' Lnlel 8F32-18 vats aril, food 6472 usl feinfo y9 w/ 1572 reduction 4 6472 (.85) = 5501 pl' ,I 5) All lintels meet or exceed 360 deflection. -. - I _-_._._-- C.M-L. L/ , ' 1 Licit,9TiRn: Prestress IWO type BFB 17'-4" ood langef meets « exceeds L/180 d floETi..- Use is smited to conditions mwotnq the Flaado Building C T r Cade Setlione 1610 or 1612 os npplKodk {{ � GROUT 6) :More tilled lintels us •equ red. •.•�) ...\� ..:Rl:' •`.,1. 5', •�- -. 7) One /7 rebar may be su6stiluted for two #5 re6«s. 15 REBAR AT HOITOM 8) Ynstollalion attochment of lintel mast cam n • • til t NTFI- r,"AyrTY SLIL TFRAL 41x1 nr structural dotumente, r;-- -. iAULL WE f,$' IWit RAIINC �hl .t..l 8i 'ri >4 ,1 �IF /(1 �, 7_5,A N 'JAI �. Mss 1111N IL11t II LINIIFt; l ply w'Ih the «cfiheclurol del / F' 9 the dos nee may a Wote tw,0r.tt,d hods tram the sale loud tabes IN LIME. 9 �' rf}F EA4'r{ DIfI�hAl- i 1 aL5) face of g the mas rtmm rnmsting moment and shear o1 6 -away from the i� REINFORCED CMU FULL C11(!R:il suppod/�+ ",""J 8 lgMINN_ WI0T11 10) N.R_ - Not Rated . • �'l(k 4;t,C,LesZ�„ 10 11) Bottom field added ebar to be located of the bottom of the 6,41 cavity. 1 2 5 REBAR. 1 / +Io1.+ I r -: ;!1r 1.111 wN01';1Wpv; /2" CER TYP- GR40 Dr GR60 1 "�(% cUoO,Ili CRAIG PARRINO T,5[4C;R515 r,1"2j;," 1. 1I' —' 5EFFMEFI FI. 3356,1 rl P F. LIC NO.44'1'3(➢, m P. ' � P -4 VN I SIG7 j FaE- a / f : ___ _ eft" ., , f BLE: CAST -i f'E1 F E3" LINTEL FABRICATION DETAILS 'ilk S , TY E _ 77Mc13nur [e nF ® REVISION _ 98 i r�'''. �,,,"„ : „ ' ,�^w+ �I�'. 4r -' `•") FIL[ NAME: OBsn61,DW Da4wN Rr .IUNN Nor --. _ sCAi.E. ...Nor t0 SCALE _RE aDl� `__, -....- " e s " i.er_ r:�_7 DATE: 06/07,196 CHICKED BV CRAIG PARRiNO, P.E. - REG NO 44756 DRAWING No. FDO SHELt3 Of 3 &ICFI NAME_ AN SAFE LOAD - POUNDS PER LINEAR FOOT • -- -- _ - TYPE FD+, " Kt , 1 � f1f n F' -rt B zu a a -1T -IT r2 aF2a T -1r 8F32 (305) 375-2901 FAX (305) 375-2908 80-,2?8FI2-21 www.buildingcodeonlne.com — 5F16-21 8{20-2I sI21-t' -- 8118-_2T- 8r)a-_..T..' 2' ., 10"(34") PRECAST 912 5173 311 T 4460 5747 4' 4 1,9 4569 7034 034 >,91 _ 5591 8321 8}21 66'2 651:• 9608 96418 7636 , , . 7616 44E0 - l 47 ._. __-,_, 3547 !, -6" (42") PRECAST 1669 2524 1569 2524 4'-0" (48") PRECAST Imi 563 1192 1135 3079 3966 4853 5740_ 6627 3 7124 1966 4853 5740 6627 4'-6" (54") PRECAST 1 12071940 350841-92 3508 4292 .51M 501.1 5681 5861 1201 1940 2724 PR1Y,A'rT 1016 1632 2290_ 3607 4265 4914 _ 1016 1632 2290 _2949 2949 3607 4265 4924 20 2175 1880 2694 3295 3897 4498 5'- 10 70 PREr AS1 9U9, 929 1477 1684 7919 24.19 3295 /ii e95� 4 3617 S4VP 5491 �.. - 4498,,.,-,. 40 rfl Y tt1 - _ 6 -6' (7?") PRG" -AST 835 1 1340 N 535 1,'X4 1880 2.±q, 727 - 1021 Ilbb 16341+,1 16A 7 -ti T9D) PRLLA. T 2102(.1 257tp 3039Y 3508 RI 211; 2 2571 't 3., 3508 I .4 111 ) L'P'f Y,A ,( 591 680 1135 s 1471 1817, 21520 /4141u1 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST - Su 5' q14 11s 1183 1165 (tat 1458 (1 " 1732tr 2007 1 530 686 1526 1865 2204 2544 } 11'-4 (1,56') E ItL1.A,T 474 494 485 -_.- _ '79 P r 1034 L'. 1422 127, 1738 r 2053 2369 12'-0"(144") PRECAST 470 N 441 _ 231st 928 _ 936 1,,I 1349 I I rIS,,. 1649 1366{I 1146 1582t1�e 2241 1 470 543 i'RLG A', i _418 111 3)3 606 , O _ 783 , 962 4141 N 3321 11 47R 455 770 1145 I t45 1444 1718 1993 14^__ 0"(168") PRECAST }t1f11' __ - 1+n 91„ 709 ra3 pr aa7{, 4521, 1216 -- I050 671 p 1434 823 {1 1694 MI 97b pr 1954 p 1129 p1 ) PLEED 14 ' 4" ( 176',STRE_i`1 _...__._ _-_-.__. 239 323 519 246 390 655 968 1324 1625p, 1874 " W, _ 6219 G61, 767 , 90911 1952 15 "4 "(184") PRESTRESSED 1N Soli 230,.._ 364 HV: D,,I 732 1221.11 637 UI 993,.�I 1562 .4,.. r54�, 1BO1 IN Bn Sr 1470114 17'-4' (208') PRESTRESSED 67 zsti 192 303 aD11u 500 162 347 I 19'--4"(2V") ,PRESTP.ESSEO _ ,-..-..... 446 , _ 546 „ -�'6811y 616 1, 146 pr -_222 166-" 261 424 616 831 0 105741 122504 21'-4_(256") E RL 11 F EF 14? 198 306 YU 393 pr 480 to 567 YN 654 r, 1; L9 531 713 1131046 D. 22--0- (264') PRESTRESSED , -.� 47 137 q2 9 , ny _2b71 318 r t7 _3411 450 { �fla 640 515111 491 711316 r 629 u SnG lea al 875 qr . (288) PRFSTRESSED 124 In75 124 2214 -- 31st ' SEF T401F 18 O THE NUMBERS IN PARFNNIVd1 ARF TT�T,^,ENT RERUCIIONS FOR OR40 FiE 0 ADDED�EP,AR. SEE NOIf, NO. 4 AIG PARHINO w r 1. `L E I 2• o f 14 rrlf;ra-Z�-rf4 AEF NEQ FL 33584 9 L P F t 11; NO, 44756 11 UIGn �_ r CA 1iT -CRE• fE- 6" LINTEL FABRICATION DETAILS {IIF NAME. DESNP6ID'WU I !'rRA+14 T., ,9NN HAY SCALE: NOT f0 SCALE DATE: 06/07/96 CHEC%ED BY: CRAIG P4RRItq, P.E. - ICG. N0, 14756 DRAWING No FOR SNCET SAFE GRAVITY LOADS FOR 8" PRECAST w12" RECESS DOOR U-LINTELSSAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS 8" PRECAST w12" RECESS DOOR U -LINTELS —' - SAFE 4Ci617�4118f�'f SAFE LOAD POUNDS PER LINEAR FOOT - � C4�•3�R.TM TYPE SAFPLLOA011 i C'1"`�`�4Rf„ YPE� SAFE LOAD -POUNDS PER LINEAR FOOT _ 11 LENGTH -'�— _ LENGTH GMU LENGTH n+r I RE14-;T nRFt6-2T 8RF22-2T eREze- T BRF1-'r -~-_-_�-- ePE BRU6 BRF6- B aRF10-IB 8RF14 i I RRF18-IYa 8RF22 8 P.Rf2h 18 P,kIS( I+I I, E'�IIU 1�'I 5 ' 1f1�-'I NI"I Irl ,1T aRF 1a 1I 2 8 34 2i _-_ - 1749 3355 3280 x349 5+21 fi493 � �--7567 _ --- -- -�� - —� - _ 411 - " - S"--- - - 83 _------ YIIP,r I „ e 4409 5796 61 4' 4" (52") PRFCA;T 1635 691 less 5296 6636 e9stl 9479 19693 4-4" (52") FRECASi 758 757 1;:165 4'-4" (52") PRECAST aH S^; 1,2,' 4409 9296 6183 4'-6' (54) PRECAST 1494 tse 3063 2962 3964 4946 5924 6904 q' 6" (54") EFCnST 694 lsrl ; 1.'451.. e' fi' (54";1 PRECAST 867 1675 z525 5574 4224 Su7a as 67 161 b, > 5314 4224 4 591 1755 3699 RUG 1 6639 610W 9479 10893 -.r, - ,. $75 1101 9311 pN i 61', ,- MO r 5 8" 68 PRECAST 920 1770 1716 2277 2839 421% yE6 1960 2618 3277 3935 4594 ( ) 866 _ _. _ - N FI FRLCAI;T 4ll•i 407 734 ., -8 168) TPEIA,.'1 - .616 3277 3935 4594 _E__—_ 1813 2344 +142 6639pe 2154 I 3 t 655 1262 1900_- 11 4 1 -4_._ _6389 BO60u 79171 ) ,. .AS 1 ") PRECAST 0 1e38 11 f 9"5 - 5'-10"(70") f RECAST g10 --- 9 3174 3791 5 tO'(70" PRECAST 382 {'ri 1 G87 117 i1 - _ _.-_. Dee 401461 .,8106iN 655 1252 1900 2536 3176 5815 4453 901 1625 3i 20 5048 11a7 9444 lJ6U ;74 -6012 11,11 1704 756 3312 3865 6; 8e 80') PRECAST 797 6 -8" (80 ; PRECAST 595 ?8 0 6 -8 180") PRECAST — __ - - ( d01 1975 3120 5048 791•+ 9479 10893{- 570 1097 1651 2204 1952 A-"- 758 33f 1869 54369641" n1}Isjn 4 cr 674 39.3 '-6" 190") PRECAST 5c6 s,, at;27 -6 f,9O') PRECAST 669 +, ( t1'; FREL'A1 939 Gc _3251 755 1490 2459 377 % 755 1494 N59 3176.-. 41 8 ...-1,4,51 3421 461, 1568 39 9 1 (116) FR[ kI 411 526 7'79 253 3Qii4G91 3,H96,rn 7 8' 1116"I PPFCAST 70 'I I R'A'I 395,._4589 1931 1j1514 7f 1r }721N) Jve I �FiB 1� ill` -Y 41 0 - 115 1 265. I(r) THE NUMBERS IN FARENiHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 () THE NUMBERS IN PAHLNIHI''I'. APF PERCENT REDACTIONS FOR „R40 1411) A011LD PEBAH SEF NOT{ N0, 4 GR40 FIELD ADDED REBAR EE NOIT Nc`i 4 GEN�FA1, 1101ES I IF'E (?L IGNA110N .. - __-- - s _.-.._ ------- 1) Moteriols: 1!) LnlPls ore rnonu/odu ed 116 5-112' lalg not.hes at the end, to o aanodate enc�al cell tenforcng and grwtinq rC 8" precast lintel = 3500 pd ­td,l .116 n dl er r vti ao,Gn 5�;? '- " - f;F = fA1E0 WH GROUT / U .INfILLEp - rc ptestres4ed I0Ael •6000 psi 131 a exte �+ ifnce of I Ns 1401 nr 1 6 , y II. hal bare _3rh_ HFI, if I OUANiFI'r OF j5 RE.ItM AT Fc grout =3000 psi wlUh m) per 3/6 inch oh". i"e v cwtlnq 1 fuer uNl 1 - a,dan a Po A IM -f 4+p g. BOTTOM OF LINTEL (:AMITY concrete mm units CMU gSTjl fi " r _- — 0^7 ( ) p« C90 wit minimum 11111 + •'.• ; ` «ea comprefalre strength •' 1900 PM 141 Inlets krai d r done c tly wth v"11 , V n , pl II,! un! f -t 11 I I7oteroll ' Y rebs• p�q str A615 HYPO /(.plied vertical land Applied tree, t d Ir,d`r tl ole Int R� S7 f -'I ( ^f [ 7 'I ..I.. - reba, esemg Stroud pM ASTM A416 Grade 270 low reWxation de 60 foods shwld fie 0h kd 0 r Orn : 7 <� T I T. J 1 Ems' - m rt« r ASTM CZ70 T M or S ,ono ,nd --' - 2) All wfe and tobes Msed an mmmum 4 inch nominal bn..9. Safe ye kal laud F Sate h«hontal load """" "" EfLCpLl411; Sate laodn Inr (inlet type BUB vnd BRU6 must tie IS f« c • ♦ NCwANN WINAI ---� OAfANRry OF 8 educed , ,, H 6ewny Ienglh is lens than ) composite IAN heights not shown, use safe loud from nest tower k*I shown IIi1MINA1 71EM,71f REBAR AT TOP • 6 I/2 nohes. r6) Firs Intel lengths rent 5honm, use safe load from next longest krrgth shown. - #5 RfBAR AT TOP Soft 3) Provide full rtn par bed and heed s the. r 16) Ad? �dslateral load capoydlo,l a. be .67. sketch de,q.., 6 -dE adda.'.unul -�.... ..�Mllu; LLAR 4) iM number In parenthesis indicates the percent eduction fw bow the tel grorle 40 fitJd added rdf , ) P Y Y Y W 199 ) !" CILAR Example: 7' -6' Lnlel 8F32-18 vats aril, food 6472 usl feinfo y9 w/ 1572 reduction 4 6472 (.85) = 5501 pl' ,I 5) All lintels meet or exceed 360 deflection. -. - I _-_._._-- C.M-L. L/ , ' 1 Licit,9TiRn: Prestress IWO type BFB 17'-4" ood langef meets « exceeds L/180 d floETi..- Use is smited to conditions mwotnq the Flaado Building C T r Cade Setlione 1610 or 1612 os npplKodk {{ � GROUT 6) :More tilled lintels us •equ red. •.•�) ...\� ..:Rl:' •`.,1. 5', •�- -. 7) One /7 rebar may be su6stiluted for two #5 re6«s. 15 REBAR AT HOITOM 8) Ynstollalion attochment of lintel mast cam n • • til t NTFI- r,"AyrTY SLIL TFRAL 41x1 nr structural dotumente, r;-- -. iAULL WE f,$' IWit RAIINC �hl .t..l 8i 'ri >4 ,1 �IF /(1 �, 7_5,A N 'JAI �. Mss 1111N IL11t II LINIIFt; l ply w'Ih the «cfiheclurol del / F' 9 the dos nee may a Wote tw,0r.tt,d hods tram the sale loud tabes IN LIME. 9 �' rf}F EA4'r{ DIfI�hAl- i 1 aL5) face of g the mas rtmm rnmsting moment and shear o1 6 -away from the i� REINFORCED CMU FULL C11(!R:il suppod/�+ ",""J 8 lgMINN_ WI0T11 10) N.R_ - Not Rated . • �'l(k 4;t,C,LesZ�„ 10 11) Bottom field added ebar to be located of the bottom of the 6,41 cavity. 1 2 5 REBAR. 1 / +Io1.+ I r -: ;!1r 1.111 wN01';1Wpv; /2" CER TYP- GR40 Dr GR60 1 "�(% cUoO,Ili CRAIG PARRINO T,5[4C;R515 r,1"2j;," 1. 1I' —' 5EFFMEFI FI. 3356,1 rl P F. LIC NO.44'1'3(➢, m P. ' � P -4 VN I SIG7 j FaE- a / f : ___ _ eft" ., , f BLE: CAST -i f'E1 F E3" LINTEL FABRICATION DETAILS 'ilk S , TY E _ 77Mc13nur [e nF ® REVISION _ 98 i r�'''. �,,,"„ : „ ' ,�^w+ �I�'. 4r -' `•") FIL[ NAME: OBsn61,DW Da4wN Rr .IUNN Nor --. _ sCAi.E. ...Nor t0 SCALE _RE aDl� `__, -....- " e s " i.er_ r:�_7 DATE: 06/07,196 CHICKED BV CRAIG PARRiNO, P.E. - REG NO 44756 DRAWING No. FDO SHELt3 Of 3 &ICFI NAME_ AN SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he valid after the expiration date stated below, The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify% or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Ilurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., bearing the Miami -Dade County Product Control Revision stamp with the o r Product Control Division. Notice of Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NDA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0605.05 and consists of this page 1, evidence Submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed byImy A. Makar, P.E. v NOA No 06-0222.01 % I ' p �' Ex iration Date: 05/21/2011 -� Approval Date: 05/25/2006 05 25 Zo 0 6 Page 1 FLORIDA BUILDING CODE PRODUCT APPROVAL NUMBERS MIAMI•QADE MIAMI-DADE COUNTY, FLORIDA PRODUCT APPROVAL APPLICATION NUMBER METRO-DADE FLAGLER BUILDING • m 00 BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 Other -concrete lintels FECP Corp,, Cast -Crete Division (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) _ www.buildingcodeonlne.com — Cast -Crete Corporation n/a P.O. Box 24567 FL1423 Tampa, Florida 33623 Simpson Strong -Tie Co. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he valid after the expiration date stated below, The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify% or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Ilurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., bearing the Miami -Dade County Product Control Revision stamp with the o r Product Control Division. Notice of Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NDA, ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03-0605.05 and consists of this page 1, evidence Submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed byImy A. Makar, P.E. v NOA No 06-0222.01 % I ' p �' Ex iration Date: 05/21/2011 -� Approval Date: 05/25/2006 05 25 Zo 0 6 Page 1 FLORIDA BUILDING CODE PRODUCT APPROVAL NUMBERS CATEGORY SUBCATEGORY PRODUCT MANUFACTURER PRODUCT APPROVAL APPLICATION NUMBER EXPIRATION DATE Structural Components m 00 00 Other -concrete lintels FECP Corp,, Cast -Crete Division FL158-R1 5/21/2011 Other -wood connectors anchors Simpson Strong -Tie Co. FL474 n/a Simpson Strong -Tie Co. FL1423 n/a Simpson Strong -Tie Co. FL1901 n/a THIS SEAL DOES NOT APPLY TO THE PRODUCT INFORMATION SHOWN, IT ONLY APPLIES TO THE FACT THAT THESE PRODUCTS ARE SELECTED FOR THIS PROJECT. RICHARD ADAMS ENGINEERS MAKES NO CLAIM FOR TNF_ ACTUAL INTEGRITY OF THE PRODUCTS AND THE MEANS OR METHOD FOR INSTALLATION. DRAWN BY: D.L.F. DATE: 07-03-08 SCALE: REVIEW BY: LPN/PMH NOJ- PRODUCT APPROVAL R.A.E. JOB No. H05a RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAILOADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 7 2008 \ l RG R ,P . FLORIDJ4 REG. O 35836 (NOT VALID WM40UT SEAL? U Z Q Go Q C14 n to OLO' M oME 0) N O O rnM O z i° O ■ V1� C FLOOR NO: SHEET NO. • G� [r L- -o m 00 00 r^� O b m E° I 00 r0 CV m ti O 7 2008 \ l RG R ,P . FLORIDJ4 REG. O 35836 (NOT VALID WM40UT SEAL? U Z Q Go Q C14 n to OLO' M oME 0) N O O rnM O z i° O ■ V1� C FLOOR NO: SHEET NO. • hJ The MTSM and HTSM offer high strength truss to Moisture barrier masonry connections. Typical MATERIAL See table MTSM20 FINISH: Galvanized. Some products available in stainless steel Installation and ZMAX°; see Corrosion Information, page 12-13. � CD CD INSTALLATION: • Use all specified fasteners. See General Notes, bond in the concrete grout. • May be attached to either side of a grouted block wall. all Moisture I,#, harrier A minimum of one #5 horizontal rebar shall be not shown installed in the top course of this wall. e5 Rebar • Grout minimum Pc = 2500 psi and maximum F21 MATERIAL: See table aggregate to be t' . • ^' 1se Min. I CODES: See page 8 for Code isting Key Chart. FINISH: Galvanized f 1450 Tlteri•'screws • 1450 Material Fasteners .:. ......-- ---- __.-_ INSTALLATION: • Use an specified fasteners See General Notes. Allilwsble leads . . Mod Thk. L RaaerlsludlJoisl Thickness 1450 7 (100) Code Rei. 1 No. mil (ga) 33 and 20 g a { 43 mil (18 go) 54 mil (16 ga) CMU ConcreGr 33 tail (20 one 12 MTSM16 1450 1F 5 #10 #10 3 #10 4 /4x2 4 Titen 4 ' Cf1' 4 Iden No 1450 MTSM20 54 16 t) g 20 - 5-x10_ .4 4- #1( 3- #10 4- Y4ZA Tit4- /ol 1,i f sten ,860 151 HTSM16 68 {14 a gal 16 #10 _- t 5- #10 3- #10 4- Y4x2Y4 Titen 4 v<x1 ;. Titen 11175 H 20� 7 #10� 5 #10 1 _3-+x10 0--- 4-'Qx2'4Tlten,4 axlb4Titen 1175 1450 1 All ^traps have additional fastener holes 1450 2 Tabulated loads are governed by tests and may not be increased. Refer to page 12 fur additional information. 3 Twist straps do not have to be wrapped over the truss to achieve the wall. 6 1 4 Minimum edge distance in concrete block for T -den screw is 1 W, 5. May be Installed on the inside lace of the scall 128 6. Loads are based on steel with 33 mil 120 gal minimum. META92 MTSM16 4` ■ MTSM20 HTSM16 HTSM20 The LTA1 develops high uplift at a minimum heel height. Great in areas Moisture barrier where a strap over the heel is not required. The side tab acts as a locator I I s"- �— not shown in the masonry block and the four embedded hooks provide for a positive ` • � CD CD _ Quantity bond in the concrete grout. quantity load Quantity , , Lead The S/HGAM10 attaches to trusses and provides good uplift resistance. Load Simpson Strong -Tie Co. F21 MATERIAL: See table ] • 8 * ° ° ti FINISH: Galvanized 7 1450 7 1450 __Quantity- 6 1450 INSTALLATION: • Use an specified fasteners See General Notes. META14 10 • S/HGAM10 can be installed into grouted concrete block. 1450 7 1450 7 1450 • TitenO screws are provided. 1450 : 4" A . �, • Hurricane Ties do not replace solid blocking. 12 9 1450 Q • Attached to grouted concrete block with a nununum �r : one #5 iebar horizontal in the top lintel block. 5 Rebar CODES: See page 8 for Code Listing Key Chart LTA1 U.S. Patent 6.560,943 Typical LTA1 Installation Material ( ble Uplift Loads Model Thickness Fasteners - mil (20 ger) 43 mil (18 ga) Code —�a (_) To Rafter f Truss To CMU To Concrete (1 ) (139) (104) (133) LIAI 43 (18g)' ..°.8-#10- — 1415 11420 1420 1420 170 i S OKT 88 114ga) 4- #14 4- v1' x 2'/"+' Titen 4-'.; x 1-'4' Titen 810 850 850 850 151 - — 1 Allowable loads are based on a minimum of 2500 psi grout strength. 2. Tabulated load shwvn at (100) do not include steel stress increase Tabulated loads shown at (133) ncl ides a t stress Increase on the steel Refer to page 12 for additional information 3 Minirnum edge distance 11-i using Tlten rcri wr 3" S/HGAM10 Moisture barrier not shown ;;45 Rebar Typical S/HGAM10 Installation 57 Pr„•__—, SIMPSON IMETAMETA/HHETAMETAUTSS1.m bedded lrussAnchors antllrossSeitlSuap-!rt The embedded truss anchor series provides an ------ engineered -•--engineered method to properly attach roof trusses to concrete and masonry walls. The products are designed ' with staggered nail patterns for greater uplift resistance. •. ' iii tt Information regarding the use of two anchors on '« ° t>i• °• single- and multi -ply trusses is included. The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment. ' °NMI *k MATERIAL: HHETA-14 gauge; HETA-16 gangs; ° HETAL-strap 16 gauge, truss seat 18 gauge; META -18 gauge; TSS -22 gauge FINISH: Galvanized. Some products available in ZMAX® finish, see Corrosion Information, page 10-11. Y! g INSTALLATION: qtr E,n Typical HETA20 • Use all specified fasteners. rtEe" with TSS Installation See General Notes. • The META, HETA and HHETA are embedded Moisture barrier 4° into a concrete beam or grouted block not shown (Typ.) wall; HETAL is embedded Vie META with TSS HETAL • Do not drive nails through the truss plate on -'111 F2 the opposite side of the truss, which could # iii M force the plate off the truss. Npet 1M p° • The TSS moisture barrier may be preattached TSS2 13/4 HETA20 to the truss using 6d commons. TSS2 2 31fi (HHETA similar) • A shim is required between the truss and the embedded truss anchor when there is a space of ' TS54 346 Moisture barrier '/a' to 11/2". The shim shall be designed by not shown (Typ) t the truss Designer to properly transfer the loads. CODES: See page 12 for Code Reference Key Chart. Typical META i Inalallad with TSS All These products aro available with additlonal corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. Single Embedded An 1wr InstallMian 1. Loads include a 33% or 60°/• load duration Increase on the 6. It is acceptable to use a reduced number of fasteners provided that there is a reductlon In uplift load capacity. fasteners for seismic or wind loading, but do riot Include a See example on page 151. E tSrs r , r =f; t� ,.zr:`g F t,. 'int h 11� s:;i 33% stress Increase on the steel capacity. IIFTA end 111*LTA arcitiars of les z.,1.. r 7 l.ri €,.1i 1A .x ,,E...,, t to T.', iiiA ."i'° 2. Minimum f'c = 2500 psl. Minimum Vm =1500 psi. '1i;" iWFTA 0'? V bi€ T1 load ma ,e Increase a 435 ias, i' tll-r Oral: is twralr;}e: O"epv :i1?". €r:iss artl v. r-nr imuit'atrei F..:'ti3 - t i �;>` i tf'3t:':i' :1? ?a u?i n C;iY;Eti= r Fi74iiS .9v'i? ipstaltnd, .Ni uOnoimtor nirtt be eva,urtra as doar:rowl » 1 Nnhi t' 8. Minimum spacing for multiple anchor Installation is 2 Umes the embedment depth for full load. xsl,ie, 14. tindtir'lrEs1rncfiur:rt to the Destgrier. See Double Embedded Anchor Installation table on page 144 for loads on closer spaced anchors. 4 Five nails must be installed into the truss seat of the HETAL, 9, Single ply trusses may use either t 0dx11A or 16d nails, 2 or 3 ply trusses shall use 16d nails. 5, Parallel -to -wall load towards face of HETAL is 1975 lbs. 10. MAILS: 16d = 0.162' dla. x 3 h' long, 10dxl h a 0.148' dia. x 11h' long. See page 16-17 for other nail sizes and information, 143 FLORIDA BUILDING CODE PRODUCT APPROVAL NUMBERS MNo. H SPUp)Itt load 193 load Duratlon Increase 10dxiNe 111111 SP Uplift Load 160 Load Duration )ncrsaae 10dx1'% i6d Lateral loads (138 x4160) Ref. C5 p � CD CD _ Quantity load quantity load Quantity , , Lead FL474 Load Simpson Strong -Tie Co. F21 n/a Simpson Strong -Tie Co. META12 8 7 1240 7 1450 7 1450 __Quantity- 6 1450 ,F1 META14 10 9 1450 7 1450 7 1450 6 1450 : META16 12 9 1450 7 1450 7 1450 6 1450 META18 14 9 1450 7 1450 7 1450 6 1450 META206 16 9 1450 7 1450 7 1450 6 1 1450 128 META92 18 9 1450 7 1450 7 1450 6 1450 META24 20 9 1450 7 1450 7 1450 6 1450 META40 36 9 1450 m�7-�- 1450 7 1450 6 1450 .f•01 HETA12 8 7 1265 7 I 1475 71 1520 7 1780 ! HETA16 12 10 �': 9 � -9 - 1810 -1814 9 1810 8 1810 8,62, 128 HETA20s 16 10 IPO , � 8 1810 8 1810' _ 7 , HETA24 20 10 Bir. 9 1610 S1 1810 8 1810 HETA D .36 10 ? 9 1810 HHETA12 8 71305 7 1520 7 1565 7 1820 <• HHETAI6 12 1.2.._..__ I 2235 11 2235 10 2235 9 2235 .1 ^' 128 HHETA20C 16 12 2235 11 2235 10 2235 9 2235 HHETA24 20 12 2235 11 2235 10 2235 9 2235 HHETA40 36 12 2235 1 11 2235 10 2235 9 2235 HETAL12 7 111 HETAL16 11 15° �1ti ... : `:` 11" 1810 ' 144' 1810 ':> 1810 415 _ 1100 6, 62, 128 NETAL20 15 15' 1610 1810'` 14s' 1E1Q 1'36 1$1Q 4,i,g ttptl 1. Loads include a 33% or 60°/• load duration Increase on the 6. It is acceptable to use a reduced number of fasteners provided that there is a reductlon In uplift load capacity. fasteners for seismic or wind loading, but do riot Include a See example on page 151. E tSrs r , r =f; t� ,.zr:`g F t,. 'int h 11� s:;i 33% stress Increase on the steel capacity. IIFTA end 111*LTA arcitiars of les z.,1.. r 7 l.ri €,.1i 1A .x ,,E...,, t to T.', iiiA ."i'° 2. Minimum f'c = 2500 psl. Minimum Vm =1500 psi. '1i;" iWFTA 0'? V bi€ T1 load ma ,e Increase a 435 ias, i' tll-r Oral: is twralr;}e: O"epv :i1?". €r:iss artl v. r-nr imuit'atrei F..:'ti3 - t i �;>` i tf'3t:':i' :1? ?a u?i n C;iY;Eti= r Fi74iiS .9v'i? ipstaltnd, .Ni uOnoimtor nirtt be eva,urtra as doar:rowl » 1 Nnhi t' 8. Minimum spacing for multiple anchor Installation is 2 Umes the embedment depth for full load. xsl,ie, 14. tindtir'lrEs1rncfiur:rt to the Destgrier. See Double Embedded Anchor Installation table on page 144 for loads on closer spaced anchors. 4 Five nails must be installed into the truss seat of the HETAL, 9, Single ply trusses may use either t 0dx11A or 16d nails, 2 or 3 ply trusses shall use 16d nails. 5, Parallel -to -wall load towards face of HETAL is 1975 lbs. 10. MAILS: 16d = 0.162' dla. x 3 h' long, 10dxl h a 0.148' dia. x 11h' long. See page 16-17 for other nail sizes and information, 143 FLORIDA BUILDING CODE PRODUCT APPROVAL NUMBERS N L7 ¢ CATEGORY SUBCATEGORY PRODUCT MANUFACTURER PRODUCT APPROVAL APPLICATION NUMBER EXPIRATION DATE Structural Components C5 p � CD CD Other -concrete lintels FECP Corp., Cast -Crete Division FL158-R1 5/21/2011 Other -wood connectors anchors Simpson Strong -Tie Co. FL474 n/a Simpson Strong -Tie Co. FL1423 n/a Simpson Strong -Tie Co. FL1901 n/a THIS SEAL DOES NOT APPLY TO THE PRODUCT INFORMATION SHOWN, IT ONLY APPLIES TO THE FACT THAT THESE PRODUCTS ARE SELECTED FOR THIS PROJECT. RICHARD ADAMS ENGINEERS MAKES NO CLAIM FOR THE ACTUAL INTEGRITY OF THE PRODUCTS AND THE MEANS OR METHOD FOR INSTALLATION. R.A.E. JOB No. H05LI RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 (� N L7 ¢ o 00 m -C M C vl� C5 p � CD CD ai cm co ? N m 00 ai l` O o 7 2008 RICHAR0 R , P - FLORIOA REG. • 35836 (NOT VALID WIT+401JT SEAL? 04 CC) O N mo cr) o� to at o 00 00N .-. '0c ti C1 O O C U O'er 4_J 'elleea L U 0Q) E w NM EM FLOOK NO: Q DRAWN BY: D.L.F. DATE: 07-03-08 SCALE: SHEET NO. REVISIONS: PKoJ. PRODUCT APPROVAL REVIEW DY: LPH/FMH NO. 150*41 MASONRY WALL REINFORCINCA GENERAL NOTES: I. USE (1) 05 BAR IN FILLED CELL a 3211 O.C. MAX. 2. USE (1) 45 BAR EACH SIDE OF OPENING PER DETAIL 4/83.1 (U.N.O.) 3. USE (3) 05 BARS AT CORNERS PER DETAIL 4/53.1 (U.N.O.) 4. PROVIDE CONTROL JOINTS IN MASONRY PER DETAIL 2/53.1 - REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION. rp. USE 3 GA. DUR-O-WAL 0 16" O.C. FOR I HORIZONTAL REINFORCING. r REFER To 3/83.1 FOR BOND BEAM CORNER REINFORCING DETAILS. -1. ALL ENTRY MASONRY COLUMNS * SHALL HAVE (1) 05 BAR IN EACH CORNER OF COLUMN. FILL ALL CELLS w/ GROUT. TOP OF COLUMNS SHALL HAVE CONTINUOUS S BAR TIE IN KNOCK -OUT COURSE. ANCHOR 120D SCHEDULE F00TIw MAW ANCHOR ROD LENGTH (L) REMARKS AND PERMANENTLY (4) - 3/411 DIA. 311 EXPOSED TO EARTH SIZE HSS 6IIX6IIX318II CONCRETE EXPOSED To BAR SIZES 6 T 15: TOP of FOOTING AT CONTRACTOR'S OPTION DOUBLE NUTS MAY BE USED > IN LIEU OF TACK WELDING THE PLATE WASHER TACK ASTM A36 STEEL jb 3x3xY4" THICK SQUARE WASHER LOCATED AT END OF ANCHOR RODS ANCHOR 120D SCHEDULE 51.1j SCALE N.T.S. 1 2 3 T 4 T 5 T 261-011 7 $ :251-011 :251-011 :251-0" r- - - - - - - - - - - - - - - - - L L Fl I L_Ir+4 _T ------------ ------ - - -- - - - - - - - - - - - - - - - - --- - - - - - - - j I I ri F1 L -I a F& C2 I Fro C2 F 71 FF FF Fj L _4 I L1L - - - - -- I -T.O..FOOTING ml F4 EL: "Ir -i'-4" (TYPICAL AT STEEL I 1 COLUMNS) VI 53.1 .2 I LI T.O. FOOTING_j EL: -9b'-o" L 1`5 CI (VERIFY WITH F& C2 _j ELEVATOR FS cl MANUf=ATURER) Fl Fj13 � 1 1 1 mi 1`3 13 CONCRETE PROTECTION FOR REINFORCEMENT CAST IN PLACE CONCRETE (NONPRESTRESSED) EXPOSURE CONDITION MINIMUM COVER REQUIRED (INCHES).- CONCRETE CAST AGAINST BASE PLATE NOTE AND PERMANENTLY ALL BAR SIZES 311 EXPOSED TO EARTH SIZE HSS 6IIX6IIX318II CONCRETE EXPOSED To BAR SIZES 6 T 15: 211 EARTH OR WEATHER: BAR SIZES 5 AND SMALLER: IV W K QLk) SLABS, WALLS, 4 JOISTS: BAR SIZES 14 TO IS: REINFORCING CONCRETE NOT EXPOSED TO EARTH OR WEATHER: MI MA50NRY 6"XI611 SLABS, WALLS, 4 JOISTS - BAR SIZES 11 4 SMALLER: % BEAM 4 COLUMNS: - L-4 DOORS/WINDOWS PRIMARY REINFORCEMENT, 6/93.1 a TIES, STIRRUPS, SPIRALS: _j pp - - - - -- F L_ __J L I MI 1`3 F2 F3 ml L (TVP) rF FLOOR SLAB: EL. IOD' -O-1 TI I 4" CONCRETE SLAB 0='r, 5,000 I r PSI MESH MIY4 N) 1TH bx(o 10/10 WIRE r I ON 10 MIL VAPOR BARRIER ON TERMITE TREATED NI I FII COMPACTED SUB6RApE P IL F 1 I I I I I I I i F-' -17 111 - - - - - -------- 1 L T71p=���1111 111171111:k�z7�:---111- 1- _j IIII F_ _L -F _L_ -I - - - - - - - - - - - - - - - - - - - - - I L -I ATT -L L- I L -I L -I _E:wl - - - - ZIFF F_ F FI --- L -I - - - - -- -- TMP ------ 1 55.1 1 L-5 I L-4 L-5 - - - - - - - - - - - - - - - - - - - - - L L 10 r _J L _j OL T.O. FOOTING 55.1 1 F2 77W EL: -418'-8 53.1 AT SLAB IF5 WINDOW 4 ALL ENTRY MASONRY COLUM,4S (TYPICAL) SILL I SHALL HAVE (1) 05 BAR IN EACH CORNER OF COLUMN. FILL AL CELLS w/ GROUT. TOP OF t COLUMNS SHALL HAVE CONT IS BAR TIE IN KNOCK -OUT COURSE. COLUMN SCHEDULE MRK TYPE/SIZE BASE PLATE NOTE FWMAP" HSS 6x6xy4" I2"x12"x%" THICK BASE PLATE YV (4) 5/4" PIA ANCHOR RODS REFER TO DETAIL 11/55.1 SIZE HSS 6IIX6IIX318II I2"x12"x%" THICK EASE PLATE 1041 (4) %" DIA ANCHOR RODS REFER TO DETAIL' 11/55.1 (2) % BARS CONT. (2) % BARS (2) % BARS CONT. CONT. 03 411 O.G. ENTIRE LENGTH W K QLk) TYPE/SIZE REINFORCING NOTE MI MA50NRY 6"XI611 (4) #5 BARS YV #2 TIES 0 5" O.C. REFER TO DETAIL 7/53.1 ql-411 - L-4 DOORS/WINDOWS NOTE: I. ALL FIRST STORY COLUMNS ARE CONTINUOUS FROM FOUNDATION TO TIE -BEAM, U.N.O. (UNLESS NoTr=r,> OTHERWISE) 2. ALL SECOND STORY COLUMNS ARE CONTINUOUS FROM FLOOR SLAB To TIE -SEAM, U.N.O. 5. ALL COLUMN REINFORCEMENTS HOOK INTO FOUNDATION AND TIE -BEAMS. 4. ALL MA50NR.,r DIMENSIONS ARE CONSIDERED NOMINAL. A REVISIONS: FOUNDATION PLAN SCALE: 1/8" - 11-011 BEAM SCHEDULE MAW SIZE F1EW*01QCN3 STEEL STIFMPS FWMAP" (WIDTH x DEPTH) TOP BOTTOM INTERMEDIATE SIZE SPACING 5-1 8"x2411 (2) % BARS CONT. (2) % BARS (2) % BARS CONT. CONT. 03 411 O.G. ENTIRE LENGTH 21-011 1 5-2 a11 x24" (2) % BARS CONT. (2) % BARS (2) % BARS CONT. CONT. 03 REFER TO DETAIL 1 11/53.2 REFER TO DETAIL 11/532 NOTE: WIDTH DIMENSION IS CONSIDER NOMINAL. FOOTING SCHEDULE MARK SIZE REINFORCEMENT MIN. LOAD/FT. MAX. LENGTH REMARK s LENGTH WIDTH DEPTH TOP CENTER BOTTOM REMARKS e I CONT. 21-011 11-011 1254 - (3) 05 BARS CONT. wl 05 REFER TO DETAIL 5F24-15/IT 5456 ql-411 - L-4 DOORS/WINDOWS CROSS BARS * 4011 O.C. 6/93.1 a 31-011 31-011 10-011 - (4) 05 BARS E.W. REFER TO DETAIL 1/53.1 (SIM) 81 41-011 41-011 It -Oil - (5) 05 BARS E.W. REFER TO DETAIL 11/93.1 (SIM) 51-011 51-011 11-011REFER - (6) S BARS E.W. TO DETAIL 1/53-1 (SIM) 61-9,16 61-611 11-411 - (b) % BARS E.W_ REFER TO DETAIL 11/83.1 -11-011 11-511 - (1) % BARS E.W. REFER TO DETAIL 11/53.1 NOTE: 1. THE BOTTOM OF ALL FOOTINGS SHALL BE (1'-619 MIN. BELOW FINISHED EARTH GRADE. 6 z LINTEL TYPE DESIGNATION 45 REBAR AT TOP, MIN. ONE REQ'D. W1 11/2" MIN. CONIC. COVER all NOM. C.M.U. KNOCK OUT BLOCK 81' REGULAR C.M.U. BLOCK FILLED GROUT 05 RE15AR AT BOTTOM OF LINTEL CAVITY BOTTOM REINF. PROVIDED IN LINTEL VARIES NOMINAL WIDTH F - FILLED W/ GROUT NOMINAL WEIGHT 8F24-IB/IT QUANTITY OF 05 REIBAR AT TOP QUANTITY OF: 05 R:E5AR AT BOTTOM OF CAVITY LINTEL DESIGN LINTEL SCHEDULE MARK LOCATION TYPE MIN. LOAD/FT. MAX. LENGTH REMARK L-1 DOORS /WINDOWS 81`6-15AT 26q0 41-011 REFER TO DETAIL 3/51.1 L-2 r.;,00R.5/yvNvoyi5 61`16-15AT 5480 (01-616 REFER TO DETAIL 5/51.1 1254 121-011 L-3 DOORSI/AINPOPN15 5F24-15/IT 5456 ql-411 REFER TO DETAIL 5/51.1 L-4 DOORS/WINDOWS 51`52-15AT 2655 151-411 REFER TO DETAIL 5/51.1 2041 171-411 NOTE: I. ALL LINTELS ARE 5" WIDE PRECAST LINTELS AS MANUFACTURED BY CAST -CRETE OR APPROVED EQUAL. PRECAST LINTEL5 SHALL MEET OR. EXCEED THE "MIN. LOAD/FT" VALUE INDICATED IN THE TABLE ABOVE. 2. LENGTH REPRESENTS THE OVERALL LENGTH OF THE LINTEL WITH A MINIMUM 4" BEARING AT EACH END. 5. ALTERNATE LINTELS WILL BE ACCEPTED BASED ON REQUIRED LOAD CAPACITY AS STATED IN CHART. 4. ALL LINTELS OVER 14'-0" IN TOTAL LENGTH ARE PRESTRESSED. 5. ALL LINTEL5 CALLED OUT ON TH15 SHEET ARE LOCATED IN THE WALL ABOVE THIS FLOOR LEVEL U.N.O. (UNLESS NOTED OTHERIAIISE) DRAWN BY: A.R. DATE: 07-03-08 SCALE: REVIEW BY: LPH/FMN PROJ. NO. FOUNDATION FLAN SCALE I" - I -a R.A.E. JOB No. H05cl RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 FLORIOI REG. • 35536 (NOT VALID WM40UT SEAL) R OR .0 114 C) 20 m LO LO � :'050 ob cc m CRim 0 CN I 0) to mc 0 FLOOR NO: SHEET NO. 2 3 4 5 G 7 8 9 PRE-ENGINEERED LIGHT GAUGE CANOPY I TRUSSES ® 24" O/C DESIGNED FOR 25 1 ' 1 P.5.F. DEAD LOAD 4 20 P.5.F. LIVE 5 i LOAD W/ L/560 DEFLECTION CRITERIA , TRUSS BRG EL: PER. ARCH ARC � j �--+ - - � 3 � B.O. TRU55 5TAIRS TO BE DESIGNED BY EL: PER ARCH FABRICATOR USING 100 PSF. LIVE i�--t -�-�_ s32 " LOAD 4 50 P5F DEAD LOAD. j '-' '�-- L' L -I L -I L -I Y '_j op I I I I�-L = I I I I �I I I I I I I I I I I ply Flo I I I o Q 016 1 1 1 1 I 1 1L_I I I I I of I I I I I I I 1 I �1= I I I I 1% 1 J �p _ m�0 Nm� OOR Nmn I 1 �1 Nm� � rymN w ® H��GH9eS�N W® Y1I _ O w® P�D�p ;I 0Rfl I I I I I I I N O d G TAIR5 TO BE DE516NED BY F BRIGATOR U51N6 100 P517. LIVE L AD 4 50 P5F DEAD LOAD. MI 6 532 -- - 3 4xL k o Isk 455 4k n I k W21 45 56 3 k I bx I "Ik F i � - - - - � PRE-ENGINEERED LIGHT aL Y Y Y p� N GAUGE CANOPY TRUSSES _ O O O O w 24" 0/0 DESIGNED FOR 25 1I 4 I I I pI q) MI oOr P.5.F. LIVE LOAD W/ L/ 360 EDEFLECTION CRI IA � 9�- 4 d �O TRUSS BR9 Y oC jl I 3 _ cpv m ® o Q EL: PER ARCH N USE LY HIGH 22 GAUGE TYPE (F) PAINTED � _ �� w ,RAFT 1.5 F22 OR EQUAL). I ONSTEEL DECK (WL 101 1 \N� �USE 36/7 SCREW PATTERN w/#12 TEKG\f\erM T7--- #12 TEK 1DELAP i B.O. TRU55 SCREWS ® b" O.G. AND_ L O EL: PER ARC_HMISCREWS ®12" O.G. BETWEEN TRUSSES. REFER TO DETAIL 1/54.2 FOR ATTACHMENT. 5 - - - mi - E -?'7-- M5 k 14xL I I Ilk o 16k 455 41k o 5k 16124<45 56J n 4 x5 41 oJk 4xJ5 Ik u " 5 MI I 4 5L 6 T saw J'' MI FL°oo c'. 0.(002'o PZ I I I I I I I I I � I I I I I �� I I I I I I I I 2\� MZRp`FT 0? -,r --G, 53 I I I I I I I I I I I I I I I (IT -1-'i I I I I I I I N PRE-ENGINEERED LIGHT 1 1 1 I 1 I W\K �`N\' -�p`1\' 0 0 I I 1 DI`j 1 GAUGE CANOPY TRUSSES ® -1��F,��t TO p O 24" 0/0 DE516NED FOR 25At Y P.S.F. DEAD LOAD 4 20 J p d N m N m N P.5.F. LIVE LOAD W/ L/360 m Vi N J DEFLECTION CRITERIA ry I� w® I I I I I I I I I I I I I I I I I I I I I 1 He I I I I I I i I I I I I I I I I I I I I LilI I I ® 2 D w2 C - L -I L -I L -I L -IL -I L -I L -I L -I _ L-1 - 5-2 L -I - - - - �.2 - - - - - - - - - - A , ' AT MANSARD TRUSS ' BEARING ELEVATION COLUMN SCHEDULE M�K TYPE/SIZE BASE PLATE NOTE GI H55 6x&x1'4" 12 "x 12 "x3/4" THICK BASE PLATE N (4) 3/4" DIA ANCHOR RODS REFER TO DETAIL II/59.1 G2 HSS 6"x6"x3,b" 12"xl2"x3/4" THICK BASE PLATE W/ (4) 5/4" DIA ANCHOR RODS REFER TO DETAIL 11/55.1 5-1 8"x24" (2) °6 BARS (2) % BARS (2) % BARS MUK TYPE/SIZE REINFORCING NOTE MI MASONRY 5"xI6" (4) #5 BARS W/ #2 TIES ® 5" O.G. REFER TO DETAIL 7/53.1 41-4 „ RI=FER TO DETAIL 5/51.1 L-4 DOOR5/WINDOW5 NOTE: I . ALL F I RST STORY COLUMNS ARE CONTINUOUS FROM FOUNDATION TO TIE -BEAM, U.N.O. (UNLESS NOTED OTHERWISE) 2. ALL 5ECOND STORY COLUMNS ARE CONTINUOUS FROM FLOOR SLAB TO TIE -BEAM, U.N.O. 5. ALL COLUMN REINFORCEMENTS HOOK INTO FOUNDATION AND TIE -BEAMS. 4. ALL MA50NRY DIMENSIONS ARE CONSIDERED NOMINAL. 0 PTV15ION5: a r1_*`\N 2ND FLOOR FRAMING PLAN 51.2 SCALE: 1/8" - 1'-0" BEAM SCHEDULE MARK SIZE REIPPOI1QGING STEEL STIRM" REMARKS MARK L- (WIDTH x DEPTH) TOP BOTTOM INTERMEDIATE SIZE SPACING 5-1 8"x24" (2) °6 BARS (2) % BARS (2) % BARS 03 4" O.G. ENTIRE LENGTH 1254 1:21-011 L-3 CONT. CONT. CONT. CONT. 3486 41-4 „ RI=FER TO DETAIL 5/51.1 L-4 DOOR5/WINDOW5 (2) % BARS (2) 06 BARST (2) % BARS 03 REFER TO DETAIL REFER TO DETAIL 5-2 8"44" CONT. 1 CONT. CONT. 11/532 11/632 NOTE: WIDTH DIMENSION IS CONSIDER NOMINAL. 1" fASONRY UJALL REINFORCING GENERAL NOTES: 1. USE (1) 05 BAR IN FILLED CELL 0 32" O.G. MAX. 2. USE (l) 05 BAR 61 EACH SIDE OF OPENING PER DETAIL 4/53.1 (U.N.O.) 3. USE (3) 05 BARS AT CORNERS PER DETAIL 4/53.1 (U.N.O.) 4. PROVIDE CONTROL JOINTS IN MASONRY PER DETAIL 2/53.1 - REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION. 5. USE 9 CSA. DUR-O-WAL 0 16" O.C_ FOR HORIZONTAL REINFORCING. 6. REFER TO 3/53.1 FOR BOND BEAM CORNER REINFORCING DETAILS. 1. ALL ENTRY MASONRY COLUMNS * SHALL HAVE (1) "5 BAR IN EACH CORNER OF COLUMN. FILL ALL CELLS w/ GROUT. TOP OF COLUMNS SHALL HAVE CONTINUOUS "5 BAR TIE IN KNOCK -OUT COURSE. LINTEL SCHEDULE MARK LOCATION TYPE MIN. LOAD/FT. MAX. LENGTH REMARK L- DOORS/WINDOWS 5F5-115AT 26410 4'-0" R REFE5/51.1 DETAIL L_2 DOORS/WINDOWS SFIb-IB/IT 3480 6'-6" REFERS/51_TO DETAIL 1254 1:21-011 L-3 DOORS/WINDOWS 5F24-IB/IT 3486 41-4 „ RI=FER TO DETAIL 5/51.1 L-4 DOOR5/WINDOW5 51732-115AT 2565 13'-4" REFER TO DETAIL 1 5/51.1 2047 1.71-4" JU 71008 �r f RIG RD R AMS, P.E. FLORIDA REG. " 35836 (NOT VALID WITHOUT SEAL) 0 0 cry op w mM LO 0�00 wo W O �' N 0 f� LO rn M 0O !!�w n0 i 0-5 iz ci y cU 0'L. L) 0G) 00 E'w mm_ V. m U75 ro U W J 7 W S- Z - O� NOTE: I. ALL LINTELS ARE 8 WIDE PRECAST LINTELS AS MANUFACTURED BY 0A5T-CRETE OR APPROVED EQUAL. PRECAST LINTELS SHALL MEET OR EXCEED THE "MIN. LOAD/FT" VALUE INDICATED IN THE TABLE ABOVE. 2. LENGTH REPRESENTS THE OVERALL LENGTH OF THE LINTEL WITH A MINIMUM 41, BEARING AT EACH END. 5. ALTERNATE L I NTEL5 WILL BE ACCEPTED BASED ON REQU I RED LOAD GAPAG I TY A5 STATED IN CHART. 4. ALL LINTELS OVER 14'-0" IN TOTAL LENGTH ARE PRESTRESSED. 5. ALL LINTELS GALLED OUT ON THIS SHEET ARE LOCATED IN THE WALL ABOVE TH15 FLOOR LEVEL U.N.O. (UNLESS NOTED OTHERWI5E) R.A.E. JOB No. I-fOSQ RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. o VIII 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 SHEET NO. DRAWN DY: A.R. DATE: 07-03-08 SCALE: REVIEW BY: LPH/FMh PROJ. 2ND FLOOR FRAMING PLAN 51 02 NO. 41 o �00 - b°° �va ai M v � 00 rn �o o 0 Cl*) C=) 0 JU 71008 �r f RIG RD R AMS, P.E. FLORIDA REG. " 35836 (NOT VALID WITHOUT SEAL) 0 0 cry op w mM LO 0�00 wo W O �' N 0 f� LO rn M 0O !!�w n0 i 0-5 iz ci y cU 0'L. L) 0G) 00 E'w mm_ V. m U75 ro U W J 7 W S- Z - O� NOTE: I. ALL LINTELS ARE 8 WIDE PRECAST LINTELS AS MANUFACTURED BY 0A5T-CRETE OR APPROVED EQUAL. PRECAST LINTELS SHALL MEET OR EXCEED THE "MIN. LOAD/FT" VALUE INDICATED IN THE TABLE ABOVE. 2. LENGTH REPRESENTS THE OVERALL LENGTH OF THE LINTEL WITH A MINIMUM 41, BEARING AT EACH END. 5. ALTERNATE L I NTEL5 WILL BE ACCEPTED BASED ON REQU I RED LOAD GAPAG I TY A5 STATED IN CHART. 4. ALL LINTELS OVER 14'-0" IN TOTAL LENGTH ARE PRESTRESSED. 5. ALL LINTELS GALLED OUT ON THIS SHEET ARE LOCATED IN THE WALL ABOVE TH15 FLOOR LEVEL U.N.O. (UNLESS NOTED OTHERWI5E) R.A.E. JOB No. I-fOSQ RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. o VIII 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 SHEET NO. DRAWN DY: A.R. DATE: 07-03-08 SCALE: REVIEW BY: LPH/FMh PROJ. 2ND FLOOR FRAMING PLAN 51 02 NO. Q4 4 I i 2 542 MANSARD ROOF LINE ABOVE G DECK BEARING EL: 126-11 1/2" I �\ I I \\ I ALL RTU LOCATION, WEIGHT AND ROOF OPENING TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. -JOIST PLACEMENT AND SPACING SHALL BE VERIFIED BY CONTRACTOR TO ENSURE CLEARANCE (MECHANICAL CHASE, DUCT, ETC). TOP OF EL: PER 5 54.1 USE V2" HIGH 22 GAUGE TYPE (B) PAINTED STEEL DECK (VULGRAFT 1.5 522 OR EQUAL). USE 36/7 WELD PATTERN w/ %" DIA. PUDDLE WELD5 4 (5) #10 TEK 51DELAP 50REW5 BETWEEN JOISTS. REFER TO DETAIL 1/54.1 ATTACHMENT. Q Q9 MANSARD ROOF LINE ABOVE r------------- I 012x20.'1 SUPPORTING LT GA MANSARD TRU55 ,' I y y y I BEARING WALL I N I I I I 012x20.? SUPPORTING �y I I I O O O I If BELOW ROOF L v LT GA MANSARD TRUSS V I I I I FRAME I o t o I I I I yl I L----- _ -J I I N I I 1 �I NI NI NI cv I � I n cv m L------ --- U�1 N V Y Y- - - + I + CU -114 6 DCU �� Cu G12x20.i ® RTU ® 48 O.G. i I -I 1 14/1 3 I I I 4 o �I of of 1 II CuI I RTU O BEARING WALL +5K 6 y - 54.1 BELOY4 ROOF FRAME CU F DECK BEARING _ i 3 6-5P-6. K o O -5N-6.3 - 0 300 SN -6.3K I o 3 G -5N-6. K o 3 G -5P-6. K L. - - 12 I wcu - - - _ II C12x2o.i ®48 O.G. 1 I I I 4 I I I SUPPORTING LT GA RTU 4 I I I I I I 1 I - MANSARD TRU55 I I I I I I I 541 I U) I I CONTRACTOR OPTION: 3 I I I I I 1 I m X m I HOIST BEAM MAYBE N W i I ry REMOVED AFTER G12x20.i ®48" O.G. ELEVATOR INSTALLATION. a .� SUPPORTING LT GA ry ry 54.1 0 MANSARD TRUSS O I I VERIFY W/ ARCHITECT, N Q 4 i In -7 �1-= _ ELEVATOR MANUFACTURER v TYP -j 1- ? I L Nly I I - WN - y d H015T BEA I I I I I I I �' p Z W L 6 Ea Ea Ea INTERIOR WALL N OF MANSARD Y 54.1 _v m t= N O O DECK BEARING _ I 3 G +5K 50(9 -SP -&.&K 3 6-5N-8. K 3 G-SN-�f. K 3 G -5N @)$EE -L:-8. K o 3 G -5P-6 K 12'1'- I IY2" o 12 R2U ® 54.1 RTU ® INTERIOR N5ARD I SUPPORTING LT GAI I I\\ i }}WU4l TM'I i I I I I I -------------------- MANSARD __--_- --- -- - MANSOFnTU�MANSARD TRU55 i 54.1 1 I IMANSARD ROOFLINE ABOVE L I NE ABOVE I y V �_ I I y d I `9 )L- _ - - _ - Y r-- V 1L JL I I N �Q I 012x20. I _ _ _ ® 48" d.G I, I I I I 3 I 4 I Q I o f O I ,I OI CAI I I I • I I� 1 � � � � I � � � : D COIL DECK BEARING EL: 128'-S�" I ,• I i I A I I I LL , 1 -1I I I I ------------ I I I �. \ I- - -- ]'I �� I I I r------------------------- ------ ----� I r,DEGK BEARING ----------------------- 2 Gi2x20."1I OL BEARING EL: 128 -6 GI x20."1 --------------- - --� - - 542 SUPPORTING �_ - - - - - - - - - - ` i -----_-_-- y EL: 1:25'-&Y2"ORTING --------- - - - - - - - - - -SU MANSARD WALL I / L-4 r M N5ARD WALL - - - II �-------------------------------- \SII I I I 4 AT MANSARD TRUSS BEARING ELEVATIO �(AL50 GALLED OUT ON SHEET 51.2 TO AVOID OMISSION) I I I I REFER TO SHEET 52.2 FOR MANSARD FRAMING PLAN ROOF EQUIPMENT SCHEDULE MARK MAX. WEIGHT (L58.) NOTES � � 1000 _ RTU RTU RTtj 8mm _ g b 550 _ HRU a� 400 _ 3480 400 - GENERAL NOTES: 1. NO BAR JOIST SHALL SUPPORT MORE THAN ONE ROOF TOP UNIT UNLESS SHOO N ON PLAN. 2. REFER t0 DETAIL 10/54.1 FOR ROOF DECK OPENING. 3. REFER TO DETAIL 8/84.1 FOR JOIST REINFORCEMENT. 4. REFER TO DETAIL 9/84.1 FOR HVAC SUPPORT FRAME SIZE. 5. REFER TO DETAIL 11/54.1 FOR CONDENSER FRAMING; SIZES. A REV1510N5: ROOF FRAM I N SCALE: 1/8" w 1'-0" PLAN LINTEL SCHEDULE MARK LOCATION TYPE MIN. LOAD/FT. MAX. LENGTH REMARK L- DOORS/WINDOWS 8F8-I5/IT 26010 41_011 REFER TO DETAIL 3/51.1 L-2 DOORS/WINDOWS 8F16-I5/IT 3480 6'-6" REFER TO DETAIL 3/51.1 1254 12'-0" L-3 DOOR-5/WINDOWS 8F24-I5/IT 3486 Iql_4:: REFER TO DETAIL 3/51.1 L-4 DOORS/WINDOWS 8F 2883 13'-4" REFER TO DETAIL32-IB/IT 3/51.1 2041 L utOi O NOTE: I. ALL LINTEL5 ARE 8" WIDE PRECAST LINTELS A5 MANUFACTURED BY CAST -CRETE OR APPROVED EQUAL. PRECAST LINTELS SHALL MEET OR EXCEED THE "MIN. LOAD/FT" VALUE INDICATED IN THE TABLE ABOVE. 2. LENGTH REPRESENTS THE OVERALL LENGTH OF THE LINTEL WITH A MINIMUM 4" BEARING AT EACH END. 3. ALTERNATE LINTELS WILL BE ACCEPTED BASED ON REQUIRED LOAD CAPACITY AS STATED IN CHART. 4. ALL LINTELS OVER 14'-0" IN TOTAL LENGTH ARE PRESTRESSED. 5. ALL LINTELS GALLED OUT ON THI5 SHEET ARE LOCATED IN THE WALL ABOVE THIS FLOOR LEVEL U.N.O. (UNLESS NOTED OTHERWISE) DRAWN BY: A. R• DATE: 07-03-08 SCALE: REVIEW BY: LPH/FMh1 PROJ. NO. ROOF FRAMING PLAN R.A.E. JOB No. H05ci RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 1008 FLORIDARSG. • 35536 (NOT VALIDTOUT SEAL) o 00M wvw 44 TZ�w 0 q's "r +fes N o 00 UOQ �o 0j "-' CeD �n W P ul,'fII' CO O 00 o ti o 0 r7 0 1008 FLORIDARSG. • 35536 (NOT VALIDTOUT SEAL) mnol c:U 00L. 00 E"o' ON No U z U� R� � o W W s - ZL4- 0 0 v 0 FLOOR NO: SHEET NO. 52,0 I o TZ�w 0 "r +fes N o f0 00 U N U-) =.--. � ti O W L utOi O mnol c:U 00L. 00 E"o' ON No U z U� R� � o W W s - ZL4- 0 0 v 0 FLOOR NO: SHEET NO. 52,0 I CONTRACTION JOINT Ys" WIDE SAW CUT TO BE MADE NO LATER THAN 24 HOURS AFTER PLACEMENT OF CONCRETE SLAB. CUT SHALL BE MIN. SLAB THICKNESS/4 IN DEPTH (I.E. P FOR A 4" THICK SLAB) ,TOP OF SLAB 01 °. SMOOTH DOWEL SCHEDULE REFER TO SLAB DEPTH (IN.) DIAMETER (IN.) TOTAL LENGTH (IN.) SPACING C TO C (IN.) 4 1/2 18 12 5 5/8 18 12 6 3/4 18 12 i 1/6 24 12 8 1 24 12 9 11/8 24 12 10 11/4 24 12 CONSTRUCTION JOINT DOWELS SHALL BE SAW CUT NOT SHEAR CIF CUT TO PREVENT END DEFORMATION. APPLICABLE) CENTER ROD OVER JOINT. SEE SCHEDULE ABOVE FOR SIZE 4 SPACING `-fix aa° ° ° ° Q ° 4 .° °A 4. CONTRACTION CONSTRUCTION JOINTS 93.1 SCALB 1 1/7 - I'-0' MONOLITHIC SLAB PER PLAN d ° ° °d — ;IIIIIIIIIIIII IIIIIIIIII� 4 w U I—I 11- III I — I 1- (2) *5 BARS, CONTINUOUS TH I CKEND SLAB EDGE SCALE; 3/4' - I'-0' SCALE 3/4' - I'-0' 0 REVISIONS: SHEARING LUG PVC OR HARD RUBBER CONCRETE MASONRY SASH SLOT UNIT g EA. SIDE OF CTRL JOINT. PLAN VIEW OF MASONRY CTRL. �s a BREAKER ROD CLOSED CELL POLYETHYLENE FOAM, DEPTH = 125 TIMES JOINT WIDTH JOINT REINFORCEMENT DISCONTINUOUS AT CONTROL JOINT (1)'S VERT. BAR IN FILLED CELL CAULK JOINT W/ SEALANT 7777 CONCRETE BOND BEAM HORIZ. REINFORCEMENT L 03 SMOOTH ROD 32" LONG - GREASE DISCONtINU0U5 At ONE END 4 PLACE CENTERED OVER CONTROL JOINT CONTROL JOINT. PLAN VIEW OF PLACE SMOOTH ROD IN EQUAL NUMBERS AND LOCATION AS BOND BM. REINFORCING IN BOND BEAM. MASONRY CONTROL JOINT SCALE I' - I'-0' 8" CONCRETE BLOCK W/ REINFORCING PER PLAN \.H 4 BUILDING FELT OR EXPANSION JOINT MATERIAL \ IF z U CONCRETE SLAB � PER PLAN 4 Q p� FIN. FLR '� x ..4.x� x 44 alp III=1 I I=1 I I=III -I I I— 1 I-11 I— I =_ __ — _,III : ISI=ISI _ _—_ - d.. A d _ 1—) I ° a ° I—III—III SLOPE FINISH a GRADE AWAY =III I I FROM BUILDING. _ _ _ —III—I I COIVERI OVER LOCATION AND IN FOOTING SIZE, =1 I I=1 I I=1 I I=1 11=111 11' FOOTINGS REINFORCEMENT 1-III—III—III—III—II PER PLAN ' SECTION AT CMU STRIP FOOTING (1) ROW OF KNOCK -OUT —� BLOCK w/ (2)'S BAR CONTINUOUS. IN GROUT -FILLED ROW TOP OF BLOCK EL. SEE ARCH'T. DWG's BUILDING FELT OR EXPANSION JOINT MAT. TO FORM EXP. JOINT CONC. SLA:::B PER PLAN FIN. FL. X' x-�x— z — — — � III=1 11= I I=1 I SCALE 3/4' - 1'-0' 8" CONCRETE BLOCK W/ -p� REINFORCING Yui PER PLAN SLOPE FIN. GRADE REFER TO U AWAY FROM BLDG. ELEVATOR SHOP DRAWINGS COLUMN AND BASE MAINTAIN 4" COVER - d OVER FOOTINGS EXTEND MASONRY WALL REINFORCING PLAN. REFER t0 5/16" fi I� INTO WALL OF ELEVATOR PIT BASE PLATE d :. �Q I1 m -4 INSTALL 3Y" BY lei" WATER KEYWAY WITH 2 5/16" 3 1/2" :III=III II YWA" HYDROTITE GJ WATERSTOP BY I1 e U4" LEVELING GROUT it GREENSTREAK (OR EQUAL) IN KEYWAY. z AT COL. BASE TYP. LAP OF 48 c6 (TYPICAL) PER PLAN NOTES O ° II. BAR DIA. I I I W 1. BRACE WALLS A5- d BAR DIA. (TYP.) w (TYP.) BUILDING REQUIRED UNTIL -1 I I=III=° # ° a UPPER SLAB IS 1 II=III=I I (2)'S BARS TOP ° 8" THICK POURED IN CORNER 111= POURED AND I _ 4 BOTTOM -I 11=III—III— I I—I 11=I I I— 1111 FOOTING LOCATION, SIZE AND REINFORCING d ° PLACE CONCRETE WALL Z3 AT COLUMN FOOTING REACHES 2,500 PSI �I I I—III— I ° . WITH 05 BARS 12" O.G. ,I. MIN. I I= I I I=III TIE BEAM KNOCK -OUT POUR -IN-PLACE VERTICAL 4 HORIZONTAL p 2. SEE ELEVATOR MANUF. _III—III—I INSTALL WATERPROOFING - SHOP DRAWINGS FOR F ON EXTERIOR SIDES OF 0 w SUMP PIT, WHERE =III=III _ WALL PER ARCHITECT ;t J REQUIRED. =11—IIIIIIIIIII LL.. ` ° `o w 3 GENERAL LAP OF 48 0 12 O.G. IN MIN. LAP OF 48 ONTRACTOR TO =) I I=III=I `, BAR DIA. (TYP.) PLACE TOPPING AT BOTTOM (TYP.) WALL COORDINATE III=III OF SHAFT WITH A MAX. ELEVATOR PIT SIZE, _ (2) «5 BARS TOP 4 THICKNESS OF 2" TOPPING INTERSECTING DEPTH, 4 SILL I. I (=III BOTTOM / SHALL SLOPE TO 12"x12" SUMP W� DETAIL. _=1 — AT CORNER OF PIT > WHERE ELEVATOR PIT SLAB 15 BLOCKED OUT TO —III— A ° ALLOW FOR I I I ° • ° d ° PLACEMENT OF =III I I I _ d • d v ° HYDRAULIC ; d ° °' ° ° ad— ELEVATOR JACK, FILL BLOCKOUT WITH 12" THICK MAT FOOTING UNDER ELEVATOR CONCRETE AFTER SHAFT. FOOTING SHALL HAVE 'S BARS JACK 15 SET. 12" O/C E.W. IN TWO MATS PLACED 3" FROM - TOP OR BOTTOM OF FOOTING. K711� ELEVATOR PIT WALL SCALE 3/4' - I'-0' 0 REVISIONS: SHEARING LUG PVC OR HARD RUBBER CONCRETE MASONRY SASH SLOT UNIT g EA. SIDE OF CTRL JOINT. PLAN VIEW OF MASONRY CTRL. �s a BREAKER ROD CLOSED CELL POLYETHYLENE FOAM, DEPTH = 125 TIMES JOINT WIDTH JOINT REINFORCEMENT DISCONTINUOUS AT CONTROL JOINT (1)'S VERT. BAR IN FILLED CELL CAULK JOINT W/ SEALANT 7777 CONCRETE BOND BEAM HORIZ. REINFORCEMENT L 03 SMOOTH ROD 32" LONG - GREASE DISCONtINU0U5 At ONE END 4 PLACE CENTERED OVER CONTROL JOINT CONTROL JOINT. PLAN VIEW OF PLACE SMOOTH ROD IN EQUAL NUMBERS AND LOCATION AS BOND BM. REINFORCING IN BOND BEAM. MASONRY CONTROL JOINT SCALE I' - I'-0' 8" CONCRETE BLOCK W/ REINFORCING PER PLAN \.H 4 BUILDING FELT OR EXPANSION JOINT MATERIAL \ IF z U CONCRETE SLAB � PER PLAN 4 Q p� FIN. FLR '� x ..4.x� x 44 alp III=1 I I=1 I I=III -I I I— 1 I-11 I— I =_ __ — _,III : ISI=ISI _ _—_ - d.. A d _ 1—) I ° a ° I—III—III SLOPE FINISH a GRADE AWAY =III I I FROM BUILDING. _ _ _ —III—I I COIVERI OVER LOCATION AND IN FOOTING SIZE, =1 I I=1 I I=1 I I=1 11=111 11' FOOTINGS REINFORCEMENT 1-III—III—III—III—II PER PLAN ' SECTION AT CMU STRIP FOOTING (1) ROW OF KNOCK -OUT —� BLOCK w/ (2)'S BAR CONTINUOUS. IN GROUT -FILLED ROW TOP OF BLOCK EL. SEE ARCH'T. DWG's BUILDING FELT OR EXPANSION JOINT MAT. TO FORM EXP. JOINT CONC. SLA:::B PER PLAN FIN. FL. X' x-�x— z — — — � III=1 11= I I=1 I SCALE 3/4' - 1'-0' 8" CONCRETE BLOCK W/ -p� REINFORCING Yui PER PLAN SLOPE FIN. GRADE F U AWAY FROM BLDG. 1 COLUMN AND BASE MAINTAIN 4" COVER - d OVER FOOTINGS . d 4 PLAN. REFER t0 5/16" fi I� "5 CORNER (4)"3 TIES BASE PLATE d :. �Q I1 m -4 PER DETAIL 2/51.1 2 5/16" 3 1/2" :III=III II 4 I1 e U4" LEVELING GROUT FOOTING SIZE,I I I .d. ��•�: III LOCATION AND I—� _____= �11_1 PER PLANMENT I I I 11-11 I=111=111—I —III=1 I I=1 to MASONRY STRIP FOOTING (AT WINDOW OPENING) SCALE 3/4' - I'-0' KNOCK -OUT POUR -IN-PLACE DIAMOND AREA 1 COLUMN AND BASE AFTER INSTALLATION 2" d OF COLUMN . d 4 PLAN. REFER t0 5/16" DETAIL 12/53.1 FOR I� "5 CORNER (4)"3 TIES BASE PLATE d :. �Q I1 3" SPECIFICATIONS. PER DETAIL 2/51.1 2 5/16" 3 1/2" BAR W/ MIN. IV 12 O.G. ■ 4 I1 e U4" LEVELING GROUT +S CORNER BAR I I AT COL. BASE TYP. LAP OF 48 c6 PER PLAN W/ MIN. LAP of 48 O II. BAR DIA. I I I W EL: PER J BAR DIA. (TYP.) L4- (TYP.) BUILDING # ° a P '411. tI. (2)'S BARS TOP I CORNER 111= I _ 4 BOTTOM -I 11=III—III— I I—I 11=I I I— 1111 FOOTING LOCATION, SIZE AND REINFORCING PER PLAN I I SECTION AT COLUMN FOOTING 8"x16" ,I. POURED -IN-PLACE TIE BEAM KNOCK -OUT POUR -IN-PLACE a d d n LL.. "5 CORNER BAR W/ MIN. (4) "3 TIES � L 05 CORNER BAR W/ I LAP OF 48 0 12 O.G. IN MIN. LAP OF 48 BAR DIA. `, BAR DIA. (TYP.) a (TYP.) WALL I i (2) «5 BARS TOP 4 �':. INTERSECTING I. BOTTOM / e J11h POURED- IN-PLACE TIE BEAM PER PLAN REINF'G. CORNER CONTINUITY ss.t (AT BOND BEAM) A. �4 TOP VIEW 8" CONG, BLOCK WALL, SEE PLAN FOR REINFORCING BUILDING FELT OR EXPANSION JOINT MATERIAL CONIC. SLAB PER PLAN SCALE 3/4' - I'-0' (2) 05 VERT. BARS IN EA. FILLED CELL "2 TIES 8" O.C. Z �w U 4� cr Z p 0 FIN. FLR 4 (L —III -1 I I_I I I—I • III -1 I I-1 I I— l i, —III —I FOOTINGS SLOPE =1 I ° a I I I=1 I I= FIN. GRADE AWAY __ A — MAINTAIN1=1 FROM BLDG. III _— COVEROVER IN. 'S CROSS BARS = I—III—III—III—I =_I AT 48" O.C. � I=III=III=III=III—I I I —111-111-1—I I FOR STRIP FOOTING —III—III— SEE FTG. SCHEDULE � SECTION AT MASOI�Y COLUMN MI MASONRY COL. SCALE 3/4' - 1'-0' 211 1 TYP. 0 0 CONCRETE FILLED ROD DIAMETER HOLE DIA. DIAMOND AREA WASHER T COLUMN AND BASE AFTER INSTALLATION 2" PLATE SIZE PER OF COLUMN 1 9/16" PLAN. REFER t0 5/16" DETAIL 12/53.1 FOR ANCHOR 3" BASE PLATE SPECIFICATIONS 2 1/16" 3" SPECIFICATIONS. PER DETAIL 2/51.1 2 5/16" 3 1/2" 1/2" ■ I I I U4" LEVELING GROUT CONCRETE I I AT COL. BASE TYP. SLAB c6 PER PLAN r O t.0. SLAB U I I I W EL: PER J W L4- PLAN a 'd O a P '411. -III 111= III— -I 11=III—III— I I—I 11=I I I— 1111 FOOTING LOCATION, SIZE AND REINFORCING PER PLAN I I SECTION AT COLUMN FOOTING SCALE' 3/4' - 1'-0' 3) ADDITIONAL BARS 'LACED AS SHOWN, SEE 'LAN NOTES FOR TYP. REINFORCING BARS SIZE BUILDING CORNER ADDITIONAL REINFORCING BAR, GROUT JAMB SOLID ONE EACH SIDE OF OPENING TO LINTEL BEARING ELEVATION OPENING LINTEL BEARING II 4" MM IN. WALL OPENING TYPICAL MASONRY DETAIL 8" CONCRETE — BLOCK W/ RE INFORC INC: PER PLAN BUILDING FELT OR EXPANSION JOINT MATERIAL CONCRETE SLAB PER PLAN .d _ SCALE 3/4' - I'-0' 4 �pU_w • a UW_JV �mz-1 _ d) r Z FIN. SLR. --III—III—III—III III—III— I I—I I'. Ed I I=I 11 1 1 1=1 11 —I IE EEI 1EE1 I F— 1= FOOTING SIZE, It 4 LOCATION AND III=) I I = i REINFORCEMENT ►— I— I—II PER PLAN -1 I I—I 11=1 11=1 I I—III— SECTION AT CMU STRIP FOOTING TYPICAL FOR P DIA. OR LESS TYPICAL FOR 2" 2" 1 1/2" DIA. OR LESS SCALE 3/4' - 1'-0' + MIN. FILLET WELD ACCORDING TO RISC SPECIFICATIONS. (1/4" MIN). 3/4" THICK BASE PLATE (MIN.) FOR MORE INFORMATION SEE COLUMN SCHEDULE ANCHOR ROD POLE SIZE ROD DIAMETER HOLE DIA. WASHER DIA. (MIN) WASHER T 3/4" 15/161, 2" 1/4" 'i/8" 1 9/16" 2 1/2" 5/16" 1" 113/161, 3" 3/8" 1 1/4" 2 1/16" 3" 1/2" 1 1/2" 2 5/16" 3 1/2" 1/2" NOTES: 1. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC. 2. PLATE WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. 3. CONTRACTOR SHALL PROVIDE 1/8" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 4. MINIMUM GROUT THICKNESS OF 1 1/2" UNLESS NOTED OTHERWISE ON DRAWINGS. 1 COLUMN BASE PLATE DETA I L DRAWN BY: W.G. RS NOTED DATE: 07-03-08 SCALE REVIEW BY: LPH/FM H NUJ STRUCTURAL DETAILS J FLORID¢ RECs. " 35836 (NOT V1 WITHOUT SEAL) o 0 N O w Lo ofr �o 00rn c" �o N U) c I� w o, � o z too w R.A.E. JOB No. H0541 RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 SF1E N0 I 3. c c: _O OO W ■ U z c6 r O U u - W J W L4- 0 O� O R.A.E. JOB No. H0541 RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 SF1E N0 I 3. 30" WIDE SHEET FLOOR DECK ATTACHMENT (30/4 PATTERN) L 2x2x1/4" AROUND — COLUMNS TO SUPPORT DECK BAR JOISTS PER —\ PLAN STEEL BEAM 3/4" DIA BOLTS TYPICAL WELD PATiER4 IS 30/ 4 USING DO' DIAMETER PUDDLE WELDS SCALE N.T.S. CONCRETE E METAL DECK PER PLAN STEEL BEAM 3/8" THICK THRU PLATE (TYP) STEEL COLUMN PER COLUMN SCHEDULE STEEL BEAM TO COLUMN SCALE 3/4' - I'-0' BLOCKOUT IN SLAB REFER TO ARCH'T WHERE SHOWN IN DRAWINGS FOR ARCHITECTURAL DIMENSION. GENERAL DRAWINGS OR ON CONTRACTOR TO ELEVATOR SHOP COORDINATE (VERIFY) DRAWINGS. WITH ELEVATOR SHOP DRAWINGS. ° ° a. ° ° N d a. ° da° ° CONTINUOUS SILL ANGLE 5"x5"x3/8" THICK (GALV.) ATTACH t0 PIT WALL w/ 3/4" EPDXY ANCHORS m 24" O/C AND AT ENDS d°a a. ,; w/ &V MIN. EMBEDMENT. d ° ELEVATOR PIT SILL ANGLE SCALB 11/7 - r -a 0 REVISIONS: MASONRY WALL BEYOND HSS TO =MBE 1/8" 1" L 3x3x1/4" ANGLE CONT. DEC T 0 4NGL /S" 6 "o/c E 2.5K JOIST P PER PLAN aD TIE -BEAM PER DETAIL 3/S32 w/ JOIST POCKETS TIE -BEAM SHALL HAVE (2) 05 BARS TOP, CENTER t BOTTOM WITH 03 TIES 0 16" O.C. NOTE: VERTICAL WALL REINFORCING CONTINUES THROUGH TIE -BEAM L 3x3x1/4" ANGLE CONT. --<JOIST TO I" EMBED TYP. DECK TO 5/8" 6" 0/C ANGLE TOP OF SLAB EL: PER PLAN BAR JOIST t METAL DECK • PER PLAN • -i"x�/e"x 0'-8" LONG EMBED PLATE w/ (2))Y1" DIA, x4" LONG HEADED STUDS IN 8" LONG POCKET FORMED FOR JOIST BAR JOIST TO MASONRY CONN. SCALE 3/4' - I' -a (l) Wo BAR CONT. I ,a : •� ° EL: PER PLAN At EACH STUD . - Q T.O. SLAB m W SLAB AND J015T NOT EL. PER PLAN `. SHOWN FOR CLARITY (l) *5 BAR 0 46" '� r 8" CONCRETE BLOCK A/ -� ;. O/C CENTERED At EACH ,� �© STEEL BEAM HEADED STUD I. i © PER PLAN Jall 24" DEEP (MIN.) CONCRETE BOND ' 3/8" THK. PLATEN 5/4" - BEAM AT EACHDIA. L A-525 BOLTS -9 END OF COLUMN LINES E AND F TO ° 5/4" THICK EMBED 0 0 EXTEND 4"-0" PLATE PLATE YV EACH SIDE OF I.: (6) g/4" DIA. x 5" d _ COLUMN LINES LONG HD STUDS 0 0 (8'-0 " TOTAL (PLATE TYPE F) LAE(9TH) w/ (2) #5 BARS TOP, CENTER 8 CONCRETE BLOCK o 0 4 BOTTOM w/ #5 WALL w/ REINFORCING TIES AT 16" 0/0 PER PLAN CONTINUOUS THRU BOND BEAM BEAM TO BLOCK WALL CONNECTION SCALE 3/4' - 1'-O' PRECAST GONG LINTEL PER PLAN. 4" CMU BLOCK w/ BLOCK ANCHOR EACH BEDJOINT, EACH END OF COURSE t0 8" CMU TOTAL AREA PER RECESS OF -10 SG2FT. PROVIDE 9 GA DUR-O-WALL EACH COURSE KNOCK -OUT COURSE PER DETAIL 10/53.1 MASONRY AT RECESS OPENING SCALE 3/4' - I' -O" TOP OF SLAB ° EL: PER PLAN - Q I� m W `. 8" CONCRETE BLOCK A/ -� ;. REI NFORG INC PER PLAN 3/IrpJOIST TO 3/fro" I" EMBED (TYP) L 5x5x1/4" CONTINUOUS DECK TO 6" O.G. ANCGLE (TYP) - BAR J015T SHALL HAVE (MIN) 5" BEARING ON ANGLE BAR JOIST 4 METAL DECK PER PLAN L 4x4)44"xO'-8" LONG A/ (2) )z" DIA x4" HEADED STUDS WITH 8" LONG x4" WIDE POCKET FORMED ABOVE ANGLE FOR BAR JOI5T BAR JOIST TO MASON12Y 5" CONCRETE SLAB ON METAL DECKING, REFER TO PLAN STEEL BEAM L 1 -1/2x1 -1/2x1/4" TO BRACE BOTTOM CHORD OF STEEL BEAM AS REQUIRED BY JOIST MANUFACTURER, BUT NOT LESS THAN EVERY OTHER JOIST. SCALE 3/4' - I' -a 5/4" DEEP CONTROL JOINT CENTERED ON BEAM r— BAR JOI ST5 TIE -BEAM SHALL HAVE (2) #5 BARS TOP, CENTER 4 BOTTOM WITH #5 TIES is 16" O.G. NOTE: VERTICAL WALL REINFORCING CONTINUES THROUGH TIE -BEAM TOP OF SLAB `r EL: PER PLAN Q w L 5x5)4" CONTINUOUS W/ %'I DIA EPDXY ANCHORS ® 52" O.G. W/ 65/8" MIN EMBEDMENT IN GROUT FILLED CELL. BREAK ANGLE AT EXPANSION JOINTS DECK TO O.G. ANGLE TYP •I. CONCRETE SLAB 4 METAL DECK PER PLAN • x—�. • --x�x � x • x ° BAR JOIST PER PLAN —� BRIDGING PER JOIST — MANUFAGTURER L 5x3)44" W/ (2) 5/4" DIA EPDXY ANGHOR5 AT END OF EACH 5RID61N6 RUN INTO TIE BEAM AND/OR FILLED MASONRY. JOIST AND BRIDGING TO BLOCK WALL SCALE 3/4' - 1'-V STAIR CHANNEL 4 ATTACHMENT DESIGN BY OTHERS. C = - I CONCRETE SLAB PER PLAN C--: � r— (3) 05 CONT. BARS w/ CROSS BARS AT 48" O/C. LENGTH OF FOOTING ■ WIDTH OF STAIRS + 24" :P 2'-6" r-t�BAR JOIST TO STEEL BEAM 8 MONOLITHIC FOOTING AT STAIR ss.2 SCALE 3/,V - I' -a SCALE 3/4' - 1'-O' SECTION A -A 8" CONIC BLOCK N.T.S. NOTE' W/ REINFORCING �N"Ae"x 0'-8" LONG EMBED 1. STIRRUPS ARE SAME AT PER PLAN PLATE w/ (2) )�" DIA. x4" LONG BOTH ENDS OF BEAM. POURED IN HEADED STUDS 2. DO NOT SPLICE REBAR PLACE CONIC BAR JOIST t IN BEAM. BEAM PE PLANHMETAL DECK PER PLAN I/8" JOIST TO STIRRUP wall I,, EMBED TYP. L f Lu -� mo N I mm� 180 �1 _ - . - Im■=■■■■■1■ ■■ll - ■■■ I■■■11■■ ■1, I�■■■■■1■ ■■l =�11■■ E � 1 Im�■■■■1■ 1mm • - ■■1111■■\�■■rl■■■111, - • - ■■ illlllllllall�®�■I■■■Illlllllelllll ■■ • IIIIII1111111a■1-2I�fii:0116111a1111! No ON ■■ lour ■■1 - Iwo Noll moll 1 ■■ ■l1rk EWA 11 - • • (III -• .- 11 ■1 dIzOlim • TIE -BEAM PER DETAIL 3/S32 w/ JOIST POCKETS BAR JOIST TO CONCRETE BEAM DRAWN DY: W.G. DATE: 07-03-08 SCALE: NOTED REVIEW BY: LPH/FMh NOJ• SCALE 3/4' - 1'-O' 5TRUCTU RAL DETAI L5 (') o T LO Cs, a .�� vl� � a,00 , a:) cz 00 c:i ti N r a d" 0 0 C FLORIRA REG. " 35836 (NOT VALID WM40UT SEAL) a z 0 0 U p om LO z wo �o m rn 0 O CV w u-, ti z W= U)O 1czz> U z 7 ,U ryLu O U 7 W O z L4 - O � R.A.E. JOB No. H0541 RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAILQADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 SH ET N.2 36" WIDE SHEET TYPE B DECK DECK ATTACHMENT DETAIL 36/7 PATTERN TIE -BEAM SHALL HAVE (2) #5 BARS TOP, CENTER 4 BOTTOM WITH #5 TIES ® 16" O.G. NOTE: VERTICAL WALL REINFORCING CONTINUES THROUGH TIE -BEAM OT.O. MASONRY EL: PER ARCH -till I I I OIL DECK BR6 EL: PER PLAN L 4"x4"xl/4"x 1'-0" LONG PLATE W/ J (2) 1/2" DIA x4" LONG HEADED STUDS r� TYPICAL WELD PATTERN IS 36/'1 USING 5/8" DIAMETER PUDDLE WELDS SCALE N.T.S. - (1) #5 BAR CONT. - PT 2x8 TOP PLATE W/ Y2" DIA ANCHOR W/ 2" 50. WASHER 32" O.G. W/ 6" (MIN) EMBEDMENT - L 5x5xY4" CONTINUOUS DECK TO 6" O.G. ANGLE (TYP) BAR JOIST 4 METAL DECK PER PLAN -7 8"x16" DEEP MIN 1 BOND BEAM W/ (2) I 0 5 BAR TDP 4 BOTTOM W/ #5 TIES ® 16" O/G (NT5) ROOF TO BAR JOIST (TYPICAL) RTU ROOF TOP CURB SOLID BLOCKING J BETWEEN DECK 4 SUPPORT ANGLE FRAME AT EACH FASTENER LOCATION *12 TEK SCREWS 0 — 12" O/C (CURB TO SUPPORT FRAME) RTU SUPPORT FRAME MEMBER m 6'-0" O/C MAX, SEE BELOW SCHEDULE FOR SIZE SCALE 3/4' - I-V 012 012 TEK SCREWS INTO CURB 4" FROM EACH CORNER 4 24" O/C MAX (MIN. 3 PER SIDE) TYP. ALL (4) SIDES. ROOFING SEE ARCH. �r---------- STL. JOIST J JOIST WEB STIFF ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT ANGLE SIZE 0 - 1000 lbs. L 3x3xY" 1,001 - 2,500 lbs. L4x4xY4" 2,501 - 6000 lbs. I L 6x6x%" SECTION AT HVAC SUPPORT SCALE 3/4' - I' -V 0 REV1510N5: BAR JOIST GIRDER GAP PLATE 1/4 3/4" CAP PLATE TRUSS GIRDER SHALL HAVE 4" (MIN) BEARING ON CAP PLATE USE (2) 3/4" DIA. ERECTION BOLTS PER GIRDER 2J" U.N.O. CONFIRM W/ r JOIST SUPPLIER TRUSS GIRDER PER PLAN I I - I I I I I" MAX. 8"x10"x3/4" THICK 01 DO NOT WELD I STABILIZER PLATE Lj STEEL COLUMN PER PLAN 1 GIRDER TO COLUMN CONNECTION TIE -BEAM SHALL HAVE (2) #5 BAR5 TOP, CENTER 4 BOTTOM WITH #5 TIES ® 16" O.G. NOTE: VERTICAL WALL REINFORGIN6 CONTINUES THROUGH TIE -BEAM "FEL: VARIES, STEP CLEAR HEIGHT ABOVE ROOF COURSE BLOCKING 14" r, DECK 5R6. 18" EL: VARIES 24" 48" - 60" 30" 8"x16" DEEP MIN 48" BOND BEAM W/ (2) #5 BAR TOP 4 BOTTOM W/ #3 TIES; ® I6 O/G (NTS) n •. SCALE 3/,V - I'-0' L 5x5xV4" CONTINUOUS W/ 3/4" DIA EPDXY ANCHORS ® 48" O.G. W/ 6" (MIN) EMBEDMENT IN GROUT FILLED CELL. BREAK ANGLE AT EXPANSION JOINTS. BAR JOIST PER PLAN DECK TO 6„ ANGLE TYP. BRI D61 N6 PER JO 1ST MANUFACTURER L 3x544" W/ (2) 5/4" DIA EPDXY ANCHORS AT END OF EACH BRID61Nb RUN BAR JOIST BRIDGING TO BLOCK SCALE 3/4' - I-V OPENING OPENING WIDTH VARIES PER PLAN, REFER TO ATAME BARS MECHANICAL DOCUMENTS AND SPECIFICATIONS 01 5/8" JOIST METAL ROOF DECK f� I I JL ANGLE FRAME FOR ROOF OPENINGS - USE L3x3xli4 ON ALL FOUR SIDES OF PROPOSED OPENING I/8" - INSTALL FLUSH WITH TOP OF STEEL JOISTS (TYPICAL) THIS DETAIL SHALL ALSO BE UTILIZED AT ROOF DRAINS. REFER TO ARCH. PLANS FOR LOCATIONS AND SPECIFICATIONS TYP. SECTION AT HVAC ROOF OPENING SCALE 3/4' - I' -0w BAR JOIST TO GIRDER L 4x4xY4"x0'-8" LONG W/ (2) 1/2" DIA x4" HEADED 5TUD5 METAL ROOF DECK PER PLAN SLOPE PER PLAN BAR JOIST—' SEE PLAN 8"x16" (MIN) BOND BEAM W/ (2) #5 BARS TOP 4 BOTTOM ..;I W/ #5 TIES ® 16" O.G. : 1. (1) #5 BAR X4' -O" LONG .1 CENTERED ON EMBED la. OF TRUSS GIRDER AS REQUIRED BY JOIST MANUFACTURER SCALE 3/,V - I-V 11 JOIST TO 3/16 i" EMBED J—.1 ��StEEL BM 3/16 3" TO EMBED STEEL BEAM REFER TO PLAN L 4x4xY4"x0'-8" LONG W/ (2) 1/2" DIA x4" HEADED 5TUD5 W/ 12" LONG x4" WIDE POCKET MASONRY WALL PER PLAN SECTION AT ELEVATOR SHAFT MECHANICALCONDENSING UNITS CONTRACTOR: �_J�SEE SCHEDULE ON ROOF PLEASE VERIFY FRAMING PLAN EQUIPMENT SIZE PRIOR t0 550 Ibs MAX UNIT WEIGHT - FABRICATION SCALE 3/4' - 1'-0' WIDTH OF UNIT CLEAR HEIGHT ABOVE ROOF < 24" 14" 24" - 36" 18" 36" - 48" 24" 48" - 60" 30" > 60" 48" VERIFY W/ MECHANICAL PLANS TYP. VERIFY w/ ARCH'T/ MECH ALL EXPOSED STEEL AT 3/16 v MECHANICAL SUPPORT SHALLLUIPMENT BE GALVANIZED. G6x82 3"0 STD. WEIGHT PIPE a 6'-0" O/C MAX. SLIDE INTO VARIES w/ 3 1/2"40 PIPE BASE, ADJUST ROOF SLOPE LEVEL OF EQUIPMENT RAIL VERIFY w/ BEFORE WELDING PIPES ARCH' I MEGH TOGETHER 3 1/2"0 STD. WEIGHT PIPE WELDED TO ANGLE EXTENDING TYP. 2" MIN. ABOVE ROOF. 3/16 L6x&x3i8" ANGLE BETWEEN JOISTS EA. POST TYP. 3/16 JOIST BAR JOIST PLAN PER PLAN d CONDENSING MIT RAIL ASSEMBLY SCALE 3/4" - 1'-a ANGLE TO EMBED 3/16„ 2„ 8"x16" MIN RAKE BOND BEAM W/ (2) 05 BARS TOP 4 BOTTOM L 4x4xY4" CONT, ALONG WALL DECK t0 ANGLE 5/8" 12 "O/ (TYP) /— METAL DECK PER / PLAN ° I a a a ANGLE TO Q° 3/16" 2" EMBED W/ 03 LIES a 16" O/G `— L3x3xY4"x0'-8" LONG EMBED w/ (2)V' DIA x4" LONG HEADED STUDS. EMBEDS TO BE SPACED 0 48" O/C � ROOF DECK TO BOND BEAM CONN BAR JOIST PER PLAN TYP. SCALE 1 1/7 1'-0' LOCATION OF CONCENTRATED LOAD OVIFER 6" L 3x3xY4" TO NEAREST PANEL POINT ON BOTTOM CHORD TO NEAREST PANEL POINT ON TOP CHORD L 3xMV OVER 6" I " BAR JOIST :NER NOT REQUIRED IF —moi` PER PLAN -ENTRATED LOAD 15 LOCATION OF THAN 151 POUNDS. CONCENTRATED LOAD BAR JOIST STIFFENER 24" DEEP (MIN.) CONCRETE BOND BEAM 4'-0" EACH SIDE OF COLUMN L I NES 0-0" TOTAL LENGTH) w/ (2) #5 BARS TOP, CENTER 4 BOTTOM w/ #5 TIES AT 16" O/C O,DEGK BEARING EL: PER PLAN SCALE 3/4' - 1'-0' REFER TO DETAIL 6/54.1 FOR DECK ANGLE ATTACHMENT, TRIM/BREAK AT 61RDER GIRDER TO 1/4 ----<CAP PLATE TRUSS 611RDER SHALL HAVE 4" (MIN) BEARING ON L bxbx1�" �— BAR JOIST 4 METAL DECK a: L 6x6xY2" xl'-O" TRU55 GIRDER LONG W/ (2) )Yx4" HD STUDS DO NOT WELD MASONRY ALL PER PLAN WX/ (2) %" EPDXY ANCHORS W/ 5" EMBEDMENTL 8 "x8 "x%"x0'-8" LONG I" MAX STABILIZER PLATE 12 SECTION AT TRUSS GIRDER , ' J (AT CONCRETE COLUMN) SCALE 3/4' - I-V DRAWN DRAWN BY: W.G. DATE: 07-03-08 SCALE: A5 NOTED REVIEW BY: LPH/FMH PP -OJ. NO. AL 5TRUCTU RAL DETAI L5 (� p SQ o c5 m L4 -o M C) o0 ,Vr ry cn 00 'r U J Es!O Q (Zt4 p `R dLrD y 00 b � ct3 C Cj N O O d' C� O 2008 / RICH P_ADAMS, P . PLO I A REG. • 35836 (NOT V4 ID WITHOUT SEAL) W 0 0 N C:) LO FY (no 00 �:__D U N 0 w ul)c ti rn= O W W� O U z U_75 O U L --- I W z O Ic- O c� R.A.E. JOB No. H059 RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 FLOOR NO: PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS.COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 5HEET NO. • 36" WIDE SHEET DECK ATTACHMENT TYPICAL FASTENING PATTERN IS 36/'i USING 012 TEK SCREWS INSTALL %" PLYWOOD OVER METAL ROOF DECK FASTEN w/ WOOD t0 METAL 010 TEK SCREWS SPACED 16 INCHES O/C AT EDGES AND FIELD. NOT SHOW. (3) 012 TEK SCREWS AT SIDE LAPS 36/7 PATTERN AT LT GA ROOF TRUSSES SCALE 3/4' - I'-0' 3 "x3 "x 12 6A CONT BENT PLATE, FASTENED W/ Y4" DIA xl%" TAPGONS 0 8" O.G. TO MASONRY AND TO DECK EDGE W/ #12 TEK 50RENS ® 6" O.G. L 3 "x3"x 12 6A x0'-6" LONG CLIP ATTACHED 6005162-54 BEARING W/ (4) Y4" DIA xl%" STIFFENER FULL HEIGHT OF TAPGONS TO MASONRY TRUSS W/ (4) 012 TEK SCREWS AND W/ (4) #12 TEK EVENLY SPACED INTO TOP 5CREW5 TO TRUSS AND BOTTOM CHORDS METAL DECK PER PLAN PRE-ENGINEERED LIGHT 6AU6E METAL TRUSS BY MANUFACTURER \ SPACED 0 2'-0" O.G. (1) SIMPSON HETA20 W/ (1) x 010 TEK SCREWS EA TRUSS -� 3"x3"x12 GA BENT fE CONT AT PERIMETER, — — — — — — — — FASTENED w/ (3) 012 x TEKS, EA MEMBER `-SOFFIT FRAME FASTENED TO TRUSS — — — — — — — —W1 _ I I W/ (3) 012 TEK SCREWS PRECAST LINTEL PER PLAN L IY2"x IY2"x I6 6A CONTINUOUS AT —` CORNERS, FASTENED W/ (2) #12 362-5162-33 MEMBERS TEK SGREW5 TO EACH MEMBER, L 3"x3"x12 6A x0'-6" LONG CLIP ® 24" O.G. FASTENED TYPICAL FASTENED TO TO INTERSEGTIN6 MASONRY W/ (2) 1/4" MEMBERS W/ (4) #12 DIA xl%" TAPCON TEK SGREW5 AND (3) #12 TEK 5GREWS INTO STUD LIGHT GAUGE TRUSS TO MASONRY CONN AT LOWER ROOF ENTRY SCALE 1/2' - 1'-O' STUD FASTENED TO 3x3xl2 GA BENT IB AT PEAK, w/ (3) — TEK SCREWS, EA MEMBERS 012 TEK SCREWS, EA 600 5 162-54 LT MEMBERS METAL DECK AND iU STIFFENER FULL HEIGHT OF 6A STUD AT 48" ow -= EW EVENLY SPACED INTO TOP O.G. MIDWAY METAL DECK AND ,. 3"x3" x12 GA BENT B x x BETAEEN SHEATHING PER PLAN=' . PRE-ENGINEERED FASTENED w/ (3) *12 TRU55E55 L16HT 6AU&E TEK SCREWS, EA O METAL TRUSS MEMBER PER PLAN W x x 5/8" APA RATED MANSARD TRU55 " 5HEATHIN6 WITH 5/8" APA RATED (BEYOND) PER PLAN , Xx x T.O. MASONRY x x x x x x x 0 6" O.G. IN 5HEATHING WITH r FIELD AND 4" (I) 51MP50N 600 S 162 54 %-' CONT STRONG TYPICAL HETA20 EA TRUSS #12 TEK 5CREW5 (1) COURSE OF KNOCK TO EA TRUSS LECs 3x3x12 GA x0'-6" OUT BLOCK W/ (2) #5 0 6" O.G. IN T.O. MASONRY �'� BARS (CONTINUOUS) SCREWS FASTENED TO FIELD AND 4" ob EL: PER ARCH'T — — - - #12 TEKS AND TO O.G. AT ED6E5, 16 GA LATERAL BRAGS 600 5 162 54 TYPICAL AT MID -HEIGHT OF CONT STRONG DIA WAHERS. 6 I l.A I STUD FASTENED IN/ (2) BACK FASTENED PLANT T EA TRU55 BOTTOM OF STUD #12 TEK 5GREW5 TO TO EA TRUSS LEG NOTE: TRUSS LEG FATENED TO STUD AND TRU55 WEB a w/ (4) 012 TEK SCREWS CHANNEL DUE TO SLOPE OF STRON6BAGK W/ MEMBERS 3/16" 2" N&LE = PARAPET AND MANSARD (3) #12 TEKS, EA. MEMBER. FOR STUD BEARING ON CHANNEL CONDITION, INSTALL 3x3xl2 6A x5" LONG CLIP ANGLE FASTENED TO NOTES STUDS STUD W/ (3) #12 VARY IN HEIGHT TEKS AT EACH DUE TO SLOPE OF MEMBER AND (4) ROOF. 0.145" DIA PDF9 W/ la" DIA WA5HER INTO CHANNEL q I NTERMED I ATE MANSARD WALL STUD (TYPICAL AT ALL MANSARDS WALLS) SCALE 1/7 - I'-0" A REVISIONS: METAL DECK AND SHEATHING PER PLAN 6005162-54 BEARING - STIFFENER FULL HEIGHT OF TRUSS W/ (4) 012 TEK SCREWS EVENLY SPACED INTO TOP AND BOTTOM CHORDS 3"x3"x12 GA BENT IL' CONT AT PERIMETER, FASTENED w/ (3) 012 TEKS, EA MEMBER ob T.O. MASONRY x x EL: PER ARCH (1) SIMPSON HETA20 EA TRUSS (1) COURSE OF KNOCK OUT BLOCK W/ (2) #5 BARS (GONTINUOU5) oDECK BRI / EL: PER PLAN I 5 i SIM TY CHANNEL' PER PLAN PARAPET AND MANSARD 3x3xl2 GA BENT lE CONT AT PEAK, FASTENED w/ (3) 012 TEKS, EA MEMBERS. PRE-ENGINEERED LIGHT GAUGE METAL TRUSS PER PLAN 5/8" APA RATED SHEATHING WITH #12 TEK SCREWS 0 6" O.G. IN FIELD AND 4" O.G. AT EDGES, TYPICAL 3"x3"x12 6A x0'-6" LONG CLIP ANGLE FASTENED TO TRU55 LE& w/ (4) #12 TEKS AT EA MEMBER, AND TO CHANNEL W/ (4) 0.145" PDFs WI DIAMETER WASHERS CHANNEL 5/16/2" JOIST SCALE I/7 - I' -a METAL DECK AND SHEATHING PER PLAN—� 5/8" APA RATED 5HEATHING WITH #12 TEK SCREWS 0 6" O.G. IN FIELD AND 4" O.G. AT EDGES, TYPICAL CHORD HEIGHT VARIES TO PROVIDE SLOPE PER PLAN 3x3xl2 GA BENT PLATE CONT AT RIDGE AND VALLEY, FASTENED W/ l3) 012 TEK SCREWS, EA MEMBER, TYP 3x3xl2 GA BENT — — — III CONT AT — — — PERIMETER, FASTENED W/ (3) *12 TEK SCREWS, Ilz EA MEMBERS, TYP DENOTES CONT. STRONGBACK, ATTACHED TO STUD t TRUSSES /W (3) 012 TEKS 3x3xl2 GA BENT IE CONT AT PEAK, FASTENED W/ (3) 012 TEK SCREWS, EA MEMBERS PRE -ENG 1 NEERED L16HT GAUGE METAL TRU55 PER PLAN F 600616254 DIAGONAL BRACE CONTINUOUS FROM TOP CHORD TO BOTTOM At t 60' ANGLE FASTENED - — — - — — — — — TO INTERSECTION - — — — — — — — — TRUSS MEMBER W/ (3) 012 TEK SCREWS. DENOTES TRU55 BEARING 5TRON6BAGK �CHANNEL A SIM. TO 4/54.1 O.C.OGPER PLAN CHANNEL �/R,j 015T5 AND L 3"x3"x12 GA x0'-6" LONG JO15T (TYP) /I6" 2" METAL DECK CLIP FASTENED TO PER PLAN CHANNEL AND TRUSS W/ (4) 012 TEK SCREWS, EA LIGHT GAUGE TRUSSES 0 48" O.G. MEMBER, m 48" O.G. ALONG PER PLAN. TRUSS BOTTOM CHORD LIGHT GAUGE TRUSS ■ (ENTRY TOWER LOCATIONS) SCALE 1/4' - 1'-0' 3"x3"xl2 6A CONT BENT PLATE, E FASTENED W/ Y4" DIA xl%" TAPGONS 0 8" O.G. TO MASONRY AND TO DECK EDGE W/ #12 TEK SCREWS 0 6" O.G. METAL DECK PER PLAN I FLOOR LIVE 80 PSF FLOOR LIVE 125 PSF 3 I PRE-ENGINEERED LIGHT 6AUI METAL TRU55 BY MANUFACTURER FLOOR DEAD 5i PSP SPACED 0 2'-0" O.G. SIM x 3"x3"x12 GA BENT II CONT At PERIMETER, FASTENED w/ (3) 012 x x x TEKS, EA MEMBER _ xx Q KV z I 5U5-FA5GIA 'O I PER ARGH'T V x_x i / x -x' L lY2"xV2"xlb 6A CONTINUOUS Lr AT CORNERS, FASTENED W/ (2) #12 TEK 5GREW5 TO EACH MEMBER, TYPICAL L 3"x3"xI2 IA x0'-6" LONG CLIP ATTACHED W/ (4) ,11 DIA xl%" TAPGONS TO MASONRY AND W/ (4) #12 TEK SCREWS TO TRUSS LT GAUGE TRUSS AT AWNING / CANOPY SECTION A -A C 8x11.5 CHANNEL W/ L 3x3xY4" ANGLI 24" O/C _ 6x6xV ANGLE SCALE 1/7 - r -a x3xY4" ANGLE BAR JOIST L 6xII ANGLE CONTINUOUS L 3x3W4" ANGLE STIFFENER AT EACH BAR JOIST (2)Yi" DIA ALL -THREAD. DOUBLE NUT CONNECTION 4 TACK WELD THREADS AFTER LEVELING FOLDING PARTITION BAR JOIST AT FOLDING PARTITION SCALE 3/4"- I'-0' 20" DEEP (MAX.) JOIST —� FOLDING PARTITION WALL. WALL WEIGHT 12 PSF MAX. (REFER TO ARCH'T PLANS FOR WALL HEIGHT). SEE FRAMING PLAN BAR JOIST LOADING FOR 20 SPI SCALE N.T.S. 3x3xl2 GA BENT P- CONT AT PEAK, FASTENED w/ (3) 012 TEK SCREWS, EA MEMBERS cU O'er 6005162-54 BEARING METAL DECK AND iU STIFFENER FULL HEIGHT OF SHEATHING PER PLAN ow TRUSS W/ (4) 012 TEK SCREWS EW EVENLY SPACED INTO TOP ■ AND BOTTOM CHORDS 3"x3" x12 GA BENT B x x CONT AT PERIMETER, . PRE-ENGINEERED FASTENED w/ (3) *12 L16HT 6AU&E TEK SCREWS, EA O METAL TRUSS MEMBER PER PLAN W x x 5/8" APA RATED " 5HEATHIN6 WITH #12 TEK SCREWS Xx x T.O. MASONRY x x x x x x x 0 6" O.G. IN EL: PER ARCH x x FIELD AND 4" (I) 51MP50N 600 S 162 54 O.G. AT E06ES, CONT STRONG TYPICAL HETA20 EA TRUSS BACK FASTENED (1) COURSE OF KNOCK TO EA TRUSS LECs 3x3x12 GA x0'-6" OUT BLOCK W/ (2) #5 . w/ (4) 012 TEK LONG CLIP ANGLE BARS (CONTINUOUS) SCREWS FASTENED TO TRUSS LEI w/ (4) OL DECK BR6 / #12 TEKS AND TO EL: VARIES PER PLAN I CHANNEL w/ 0.145 DIA. PDF W/ '7/S" DIA WAHERS. 6 I l.A I CHANEL s4.i I PLANT T EA TRU55 SIM CHANNEL NOTE: TRUSS LEG 3/16" 2" JOIST VARIES IN HEIGHT CHANNEL DUE TO SLOPE OF TO ROOF. 3/16" 2" N&LE = PARAPET AND MANSARD DRAWN BY: A.R. DATE: 07-03-08 SCALE: REVIEW BY: LPN/FMH PROJ. NO. E F SCALE 1/2' - I' -O' AT MANSARD TRUSS LEG BAR JOIST LOADING FOR 1 b SP2 STRUCTURAL DETAILS SCALE N.T.S. FT) R.A.E. JOB No. H05a RICHARD ADAMS ENGINEERS & CONSULTANTS, INC. 5507 E BUSCH BLVD TAMPA, FL 33617 PH: 813.985.4600 FX: 813.985.4506 MAIL@ADAMS-ENGINEERS. COM FLORIDA CERTIFICATE OF AUTHORIZATION No. 7565 j°L` 0 7 1008 (NOTOA D WITHOUT5SEAL) ..� Wo 0 E.05 �" N m cc LID =e-4 0 (no ao �ZDu 0) ~ ? hoN W rnz O wLoo FLOOR NO: SHEET NO. S4.2 cU O'er iU ow EW ■ ■ U z O W W S.— z° 0 c� 0 FLOOR NO: SHEET NO. S4.2 SEE CIVIL SHEET FOR CONTINUATION A KEV151ON5: W �g Q� CS co0 co C6 co W W z C, 00 o OP c) C) Q 11P 00 C's OP N CN CD —C' M . . . . . ..... 'ii ..... ..... ... 1J."'I". - - , , , , I "� %, ', 1,50,112kid M., M 5prinkler i*��i-'--q Fred M. Humphrey Registered Architect riser rplect grplect m. a55t./ 11 plian ii 5pieClal Florida Reg. No. 4374 j an-a43er ganzic3er ariaeer 5tbr. groject t.r: `toolsf o r e rn a r 15 w purchasir�j purcha5ln Iff., �'qwun...q.. AU1, C*'I- 1 �5 113 11 C1 17 mail bOXC5 2 FD PROVIDED FOR CONDENSATE DRAINS, electrical .. . .......... 0, ................. . . . ... C"129 »rrr COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATION, I'D corridor DROP 3*SS BELOW SLAB ................ .. ................... future 5y5teaj5 1P 0 r�: R I �.M t I -No C) LO 0 SE build out DROI* 2"SS IN WALL *SS IN CEILING SPACE TO DR WALL 7 pa -1 ca u) TO �-OW SLAB 0 111" 0-1 HVAC 0) Jar ................. . . CN .... ... ... . ..................... . . . . . FD U, cc C3 ""Fl)"PROVIDED"FOR" CONDENSAT - — - ---------- COORDINATE WITH MECHANICAL CONTRACTOR LAV .corridor ..... 0 ......... . C 03 CAPPED eVENT MS FOR EXACT LOCATION .................. FOR FUTURE USE—\ log m �z plan roo . . . .......... . . . . . . ... ..... SANITARY RISERS 31 traitliri6j 1HLAV ft, corr ED ABOVE FINISH FLOOR FOR FUTURE FIXTURtS J� storage 3. . ... . ..... . ..... ........... �VJ �i ON EWCJ ............ SAV . . .... .. .. .. W DROP 4 SS 1N WALL e ev, _- TO xELOW.U1B at ulp. KM r7Z i 2F min 5 li K,! CJ �2 room break J3 W LAV . . ..... <=> a5515tant in. SK C 1087) ......... . ......... . . ... . ........... . .. . . . ........ . . . ....... . ....... ... ........ .. . . ............ .... .. .. ...... W4444: it DROP 2*SS IN WALL GOP ffl kDROP$1 SS1i IN WALL y ■ 5torac TO BELOW SLAB 9 room N TO BtW* SLAB 1 2�3 33-) ... ...... CO" . AIM 0 —20SS IN LIN SPACE TO DROP IN WALL corridor L �vco I e CO OML. cor < 1 �24 J79.rI �O7 .. ...... .. ....::4::n. .. .... ,WALL ........... DROP 4 SS TO BELOW SLA 4 S IN CEILING SPACE TO DROP IN WALL 2-# IN CEILING: SPACE DROP IN WA L■ ■ / 5afety VOICC5arah waitin3 a5515tant tdirector 06 � 4 102 e 103 j 04� C7173 1 ... ... ... ... First floor Sancta Plan 1 /511 = 1 1-011 records 105 IV, TEIB3114011411E" (4" 2I8-8001 FAX (407 208-7420 E -MA&- �@A(X.OW Cop 7W* 2008 EEFMAM EN EEI NO M FLOMA EB #OOOMW FLOMA R81 #30711 ES JOB 2M DRAWN 15rElEPWANN DATE: 1 07/03/08 5CALE:A5 NOTED REVIEW DY: LPM/f=Mh PPOJ- 04/001 /08 NO. FI RST FLOOR 5AN ITAKY PLAN V 1\1 4 KENNETH L. EIERMANN P.E. FLA. REG. #30761 FLOOR NO: I 5. SHEET NO. P— I 4 rq M'7sr'. tit, M P., v. w �101 Z: 4 office office y' 217 216t tt IN,A :;ill':..,"'w tiiii 1: Sal corr. 229 ............. ... ..... . . . .............. 3*SS DROP TO nRST 14 elect. FLOOR CEILING SPACE 2"SS DROP o nRST 228.Wd FLOOR G SPACE Q JC bt.t' ... ... .... . .. ......... - - ----55 ... . . . .. '6ff[ce" —_7 t 5 oracje 224 LAV .......... . . . women's 227 ... ..... . . ....... til R Iff i NIMBI', tHWS A wt, HLAV ..... ...... "Mq;:":-- les N'., corr. W. EK future Ih� 4 W build out -14 I's . , , I ...... . . .. . . . .. H IV, ... I....'......... j . 'U 6R admin WP A HLAV -4'SSNDROP W nRST FLOWM�' 101 SPA( INTO WALT,'OF'y Ca> 0 CEILJ 14C TO F 202 $t' , , V1 LAV LAV men's y 226E 10,11. t J ... .......... .......... ...... . . . . . . . . . . ....... .............. OSS DROP TO nRST FLOOR CEILING SPACE–] corridor 218 office office 222 corridor corridor CD Dip office (ED ....... ........ V records Storage_ 223 219 � 'n corr. 2I I... . ........ -Ra- -M W office rt office 52 SK �!'I 2'SS DROP TO FIRST . . ............ FLOOR CEILING ACE J. L 11"N:.1"1.:1 5: coffee, v" A .,2!;,,3 DROP TO FIRST offoffice...... . .... Al . . ...... . .... "��A&)R CEILING SPACE DHp 204 M I boardsF=off Ice ED Al room 2"SS DROP TO FIRST 208 ' 205N'WC2 pr,v.LAV FLOOR CEILING SACE Al :i�: 1-1-11"� toilet ) ..... . ... ... 0 K.. x: ...... . . .... I 1 1: . .. ........... . ............... .. ... ............. — — -- ".;: im, : I ;' M. '--- ... I ". 1---'r 1-1-111-111-1111-11-111" ......... . ..... ...... ................... ............ - ..... .................... Second Floor 5anita , Plan U811 = I'-0" =*11 - WS WsbWw AVG" Oftmb, FWft amm TELEPHOW Wn 2WOM FAX OM 201111-7,C% E -MW EM A ca� ON 1IM1111*011111110M ROMA 0 #O0OWOO FLOMA RM ON74H ES •: # 2M KENNETH L. BERMANN P.E. FLA. REG. #30761 Fred M. Humphrey Registered Architect Florida Reg. No. 4374 FLOOR NO: 2nd A DRAWN BlEIEKMANN DATE: 07/03/06 5CALE:AS NOTED SHEET NO. REVISIONS:5ECOND FLOOR 5AN ITAR REVIEW BY: LPH/fMH PPIOJ. 04/001/06 Y PLAN NO. 2 a MEE :xr:s• rs: t> At: 7" office, office,office (ZD (ZD I (=) � corridor 218 office office 222 corridor corridor CD Dip office (ED ....... ........ V records Storage_ 223 219 � 'n corr. 2I I... . ........ -Ra- -M W office rt office 52 SK �!'I 2'SS DROP TO FIRST . . ............ FLOOR CEILING ACE J. L 11"N:.1"1.:1 5: coffee, v" A .,2!;,,3 DROP TO FIRST offoffice...... . .... Al . . ...... . .... "��A&)R CEILING SPACE DHp 204 M I boardsF=off Ice ED Al room 2"SS DROP TO FIRST 208 ' 205N'WC2 pr,v.LAV FLOOR CEILING SACE Al :i�: 1-1-11"� toilet ) ..... . ... ... 0 K.. x: ...... . . .... I 1 1: . .. ........... . ............... .. ... ............. — — -- ".;: im, : I ;' M. '--- ... I ". 1---'r 1-1-111-111-1111-11-111" ......... . ..... ...... ................... ............ - ..... .................... Second Floor 5anita , Plan U811 = I'-0" =*11 - WS WsbWw AVG" Oftmb, FWft amm TELEPHOW Wn 2WOM FAX OM 201111-7,C% E -MW EM A ca� ON 1IM1111*011111110M ROMA 0 #O0OWOO FLOMA RM ON74H ES •: # 2M KENNETH L. BERMANN P.E. FLA. REG. #30761 Fred M. Humphrey Registered Architect Florida Reg. No. 4374 FLOOR NO: 2nd A DRAWN BlEIEKMANN DATE: 07/03/06 5CALE:AS NOTED SHEET NO. REVISIONS:5ECOND FLOOR 5AN ITAR REVIEW BY: LPH/fMH PPIOJ. 04/001/06 Y PLAN NO. 2 a 1{ s SEE CIVIL SHEETS FOR CONTINUATION 2-1/2 'CW OPPLY," UNDER GROUND :::r ... :, r i•:,. .r... r. tfr.kw�b _ W J 2-1 /2"CW RISER WITH A SHUT OFF, {; VALVE AT 60" AW VE FINISHED FLOOR 2-1 /2"CW. RUN TIGHT M SECONDILEVEL DECK- . al<. 1 f .... yxx ...r.,.:.:».»r»::::... ::.. :........ ....»r:rrrrr » ... .rr,:,.r ».n, rr i 1-1/2' SHUT OFF VALVE 1 -WAW CAPPED: AND SEMED &OR FUTURE USE -1oI IIB 0 REVISIONS: 20CW RISER TO r SECOND •, FLOOR LEVEL 3 k. U !` 6electrical 129 systems 130 1 2».,..,, 3 4 CW omen's 3/4»CIN 1 N Too I r iaon cjer r ia��ager r�ia��ager I17116 115 TO x HVAC 3/4"CW 3/4"C II9 "C 1 "CW 'DROP TO NUE V W&(5 WITH :1 "CW TO ft,/4 xTURE H f r, corridor Q x 128 { JANWIDR-MrTO RE 3�4'QW elev. HWC 1»11/2 CW 11 equip127 } \ meh."5 y s LAV 132 3/4 rts. ,tzexxz.<symX6 .x>yr. :a ...:::: 1/2"CW DRpP TO FIXTURES storage I 33 Sarah ,L corridor 118 M 4"CW DROP TO INH, storage 126 training 120 ........ , s> ... •. frx ,. ? ;:;:t,.....z. A {x, 3, » r » »r»:r.... 5 ? .:r iz 3.) h � :rruur ,.: :f ku a , , �.'J : [ :: Sn „n � ' .:n.t. v.,rv..��'XG„^>fh�. � - .Y>A plan purchasing 5t 3 ' purchasing 0 1 14 i I I2 special ,[31 mail tools boxes III Ito ..........corridor t; break 109 .51 room y t.r.:,,,'t� , R. gg- assistant room> 123'-)» I08 r< RUR 2 CW IN MILL WORK »; TO IWH BELOW COUNTED TOP, 1 /2 CNS SK . CO CT T/�" HW TO 1:1 �1��'URE admin. t6 CD 5 ' 1 /2"CW DROI,! TO FIX »TUI f"$ n, - 3/4 CW H 1_1/4»:h:,: 3/4» a I24 10CW H�oil�tCW Q t a�? 3 t ,• ,,, f s> i r i frS voice / 5af�ty ,y waiting }. assistant data director records H.R. :s 101 IO2 I03 I0 I05 106 h > 4'"' �{ ,t C N f •f a.<..J:.H;w.:.,..:..:: ........... 30, TO FIXTURES -� 1"CW DROP lb FIXTURE, CONTINUE WITH 3/4"CW IN WALL TO HB FIXTURE HP -,3/4"CW 0 -c Fir5t Floor Plumbing Plan -- 1/811 = 1 1-011 18EPHOM (407) 208-8001 FAX (410111 208-7420 E -MAA• EEBdOEAOL00M © Cop"W 2008 EERNIMN X10 wh FLOWA M #0006000 FLOMA REG. 430781 ES JOB 2M DRAWN BYEIERMANN DATE: 07/03/08 SCALE:AS NOTED REVIEW BY: LPH/FMH NO 04/001/08 FIRST FLOOR PLUMBING PLAN V KENNETH L. EIERMANN P.E. FLA. REG. N30761 E•.,, 'c., 00 W W z o p 00 L M OP CO ­zr O�0 �, OP OP N O CC� O Fred M. Humphrey Registered Architect Florida Reg. No. 4374 �d w 0 0 0 w0Cf) LO 00 o N ■ m .°o r� U) c ti o` �0 L. (f) O FLOOR NO: 5t. SHEET NO. P-3 Jiiii '1 U { i } ti tx { Ian room f M `° t ..........corridor t; break 109 .51 room y t.r.:,,,'t� , R. gg- assistant room> 123'-)» I08 r< RUR 2 CW IN MILL WORK »; TO IWH BELOW COUNTED TOP, 1 /2 CNS SK . CO CT T/�" HW TO 1:1 �1��'URE admin. t6 CD 5 ' 1 /2"CW DROI,! TO FIX »TUI f"$ n, - 3/4 CW H 1_1/4»:h:,: 3/4» a I24 10CW H�oil�tCW Q t a�? 3 t ,• ,,, f s> i r i frS voice / 5af�ty ,y waiting }. assistant data director records H.R. :s 101 IO2 I03 I0 I05 106 h > 4'"' �{ ,t C N f •f a.<..J:.H;w.:.,..:..:: ........... 30, TO FIXTURES -� 1"CW DROP lb FIXTURE, CONTINUE WITH 3/4"CW IN WALL TO HB FIXTURE HP -,3/4"CW 0 -c Fir5t Floor Plumbing Plan -- 1/811 = 1 1-011 18EPHOM (407) 208-8001 FAX (410111 208-7420 E -MAA• EEBdOEAOL00M © Cop"W 2008 EERNIMN X10 wh FLOWA M #0006000 FLOMA REG. 430781 ES JOB 2M DRAWN BYEIERMANN DATE: 07/03/08 SCALE:AS NOTED REVIEW BY: LPH/FMH NO 04/001/08 FIRST FLOOR PLUMBING PLAN V KENNETH L. EIERMANN P.E. FLA. REG. N30761 E•.,, 'c., 00 W W z o p 00 L M OP CO ­zr O�0 �, OP OP N O CC� O Fred M. Humphrey Registered Architect Florida Reg. No. 4374 �d w 0 0 0 w0Cf) LO 00 o N ■ m .°o r� U) c ti o` �0 L. (f) O FLOOR NO: 5t. SHEET NO. P-3 ­'man."u., 'gpu AY w"a", g, 2"CW 9 PROM I 2" SHUT OFF VALVE I F"'I! 1"' IF IN CEILING SPACE : "'�_ I` A 11 ........ . a 171 1 1 "1 "12, corr. f, 229 228 1/2 -CW DROP ";5` 1/2*CW DROP TO M r TO S To FIXTURE FIXTURE Nr Pnr vs 7 .. ... . .... Dip office off Ice,0 f f I ce. office office officeCD CD 215 r 214 213 212> .t . . . . . . . . . �jj MS Q 2 IWH 3/4 -CW 31ecw ..... . ..... women's LAV —3 01. HW FIXII --1*CW D�OP BACK N . ....... C-4 TO's '.2 11 111 WK I'll RE CW DROP' TO URI To WC I! JIRE . . . . . . . . . . . . . "N corr.-CW"' . : I . 3/4 • EWC' future j out 11/2'CW DROP To BACK 11AP11 sCW "DROP -TO RE 2 Cts U bull 1`111 J1. L TO BACK FIXTURE wcvi build HLAV HWIC""Wil U 1 , .......... . . ........... .. . ..... .. .. ......... SCIN 206 v office 202 1/2"CW DROP TO gi. ..... ... ...... board rsi men 5 "116 - room Storage . .. ....... ft -o' 11111), RE 0 W 1/20CW DROO, TO FIXTURE ­'man."u., 'gpu AY w"a", g, 2"CW 9 PROM I 2" SHUT OFF VALVE I F"'I! 1"' IF IN CEILING SPACE : "'�_ I` A 11 ........ . a 171 1 1 "1 "12, corr. f, 229 228 1/2 -CW DROP ";5` 1/2*CW DROP TO M r TO S To FIXTURE FIXTURE Nr Pnr vs 7 .. ... . .... Dip office off Ice,0 f f I ce. office office officeCD CD 215 r 214 213 212> .t . . . . . . . . . �jj MS Q 2 IWH 3/4 -CW 31ecw ..... . ..... women's LAV —3 01. HW FIXII --1*CW D�OP BACK N . ....... C-4 TO's '.2 11 111 WK I'll RE CW DROP' TO URI To WC I! JIRE . . . . . . . . . . . . . "N corr.-CW"' . : I . 3/4 • EWC' future j out 11/2'CW DROP To BACK 11AP11 sCW "DROP -TO RE 2 Cts U bull 1`111 J1. L TO BACK FIXTURE wcvi build HLAV HWIC""Wil U 1 , V SCIN 206 v Dip office off Ice,0 f f I ce. office office officeCD CD 215 r 214 213 212> .t . . . . . . . . . �jj MS Q 2 IWH 3/4 -CW 31ecw ..... . ..... women's LAV —3 01. HW FIXII --1*CW D�OP BACK N . ....... C-4 TO's '.2 11 111 WK I'll RE CW DROP' TO URI To WC I! JIRE . . . . . . . . . . . . . "N corr.-CW"' . : I . 3/4 • EWC' future j out 11/2'CW DROP To BACK 11AP11 sCW "DROP -TO RE 2 Cts U bull 1`111 J1. L TO BACK FIXTURE wcvi build HLAV HWIC""Wil U n. OTTICe, CD TO Ift admin Ca> 1 , V SCIN 206 v office 202 1/2"CW DROP TO ..... ... ...... board r3/4"C men 5 "116 - room Storage -o' 11111), RE 0 W 1/20CW DROO, TO FIXTURE zf ........ . .. ............. ........................................... ....... ............... ....... ....... . . .. . .................... . .... n. OTTICe, CD TO Ift admin Ca> corridor CD records CD office CE> corridor 10CW CD L 1*1 1 , JA 206 v office 1/2"CW DROP TO ..... ... ...... board . ..... .... room Storage -o' 11111), RE 0 W zf ........ . .. ............. ........................................... ....... ............... ....... .. ........ . . ................ corr. ............ .. ..... . .... . ... ... ..... v 01 _11CHM", . ..... . ............ R. &N corridor CD records CD office CE> corridor 10CW CD L 1*1 1 , coffee, r. 206 v LAV I WC2 priv.3/4-CW toilet Second Floor Plumbing Plan 1/8" = 1'-0" :I VC = "C' I TELEPH011I (407) n8 ­8W FAX (4an 2W7420 E -MAL- EEENGOAOLOOM CapyW 2008 EERMANN ENGD43WM NM FLORIDA EB *OOOWW FLOFIDA FE& 030781 EEI JOB * 2809 KENNE L. EIERMANN P.E. FLA. REG. #30761 Fred M. Humphrey Registered Architect Florida'oiid$Reg. No. 4374 9 0 U Qj Z FLOOR NO: 2nd A DRAWN 15YEIERMANN DATE: 1 07/03/08 5CALE:A5 NOTED 5HEET NO. REV1510N5: SECOND FLOOR PLUMBING PLAN REVIEW BY: LPH/fMH PROJ. 04/001/08 NO. F.4 0 ME . ..... .... Storage zf ....... corr. ............ .. ..... . .... . ... ... ..... v 01 _11CHM", .. . ..... .. .. . . .......... office office 5LP office, .......... 209 -3/4"CW Yrr 1/20CW DROP TO FIXTURE RUN 1/20CW III MILL WORK TO IVM BELO10 COUNTER TOP, CONNECT 1/2iiW TO HW FIXTURE DHp office CD 1/2"CW DROP STO FIXTURE I N. S f4 r ""I .. . ...... . ............... :I VC = "C' I TELEPH011I (407) n8 ­8W FAX (4an 2W7420 E -MAL- EEENGOAOLOOM CapyW 2008 EERMANN ENGD43WM NM FLORIDA EB *OOOWW FLOFIDA FE& 030781 EEI JOB * 2809 KENNE L. EIERMANN P.E. FLA. REG. #30761 Fred M. Humphrey Registered Architect Florida'oiid$Reg. No. 4374 9 0 U Qj Z FLOOR NO: 2nd A DRAWN 15YEIERMANN DATE: 1 07/03/08 5CALE:A5 NOTED 5HEET NO. REV1510N5: SECOND FLOOR PLUMBING PLAN REVIEW BY: LPH/fMH PROJ. 04/001/08 NO. F.4 0 PLUMBING/PIPING NOTES 1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. 3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA PLUMBING CODE 2004 AND ADA STANDARDS. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. 6. DRAINAGE PIPING 3' AND LARGER SHALL SLOPE NO LESS THAN 1/8" FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4' PER FOOT. 7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES. 9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 12. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 13. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. 14. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS. 15. SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIALS AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES. 16. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE TYPE 'L" COPPER, UNDERGROUND SHALL BE TYPE T. FITTINGS ARE NOT PERMITTED BELOW SLAB OR GRADE. SANITIZE AL PIPING SYSTEMS PER CODE. CONTRACTOR SHALL PROVIDE ALTERNATE PRICING FOR "FLOGUARD GOLD' CPVC DOMESTIC WATER PIPING WITH SOLVENT WELDED FITTINGS. 17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPUCABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 18. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE FLOORS SHALL BE INSTALLED WITH SLEEVE THROUGH FLOOR. 3M FIRECAULK SPACE BETWEEN PIPE AND SLEEVE. 19. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED WALLS, FLOORS AND CHASES. TRANSITION PVC PIPE TO CAST IRON DWV AT FIRE RATED WALL PENETRATIONS AND 3M FIRECAULK PENETRATION FROM BOTH SIDES OF WALL COPPER PIPE PENETRATIONS OF FIRE RATED WALLS SHALL BE SEALED FROM BOTH SIDES OF WALL USING 3M FIRECAULK. 20. INSULATE ALL HOT WATER PIPING SYSTEMS WITH MINIMUM 1" THICK R=6.8 CLOSED CELL FOAM INSULATION. ARMAFLEX, IMCOA, OR EQUAL REV1510N5: PLUMBING FIXTURE SCHEDULE ALL PLUMBING FIXTURES ARE BASIS OF DESIGN. SUBSTITUTIONS OF "EQUAL" EQUIPMENT MAY BE SUBMITTED FOR APPROVAL ALL PLUMBING FIXTURES TO BE WHITE UNLESS NOTED. WC1: WATER CLOSET "AMERICAN STANDARD" 2234.015 'MADERA* FLOOR MOUNTED VITREOUS CHINA 1.6 GALLON FLUSH LOW CONSUMPTION TOILET WITH 'BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE 'SLOAN ROYAL" 111 FLUSH VALVE. HWC: HANDICAPPED WATER CLOSET 'AMERICAN STANDARD' 3043.102 "CADET" FLOOR MOUNTED VITREOUS CHINA 1.6 GALLON FLUSH LOW CONSUMPTION TOILET NTH 'BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE 'SLOAN ROYAL' 111 FLUSH VALVE. UR: URINAL "AMERICAN STANDARD" TRIMBROOK MODEL 6561.017 WALL HUNG 1.0 GALLON FLUSH URINAL SEE ARCH. PLANS FOR MOUNTING HEIGHT. PROVIDE COMPLETE WITH WALL MOUNTED CARRIER WITH HANGER BRACKET. PROVIDE "SLOAN ROYAL" 186-1 FLUSH VALVE. HLAV LAVATORY: "AMERICAN STANDARD" LUCERNE WALL HUNG (AT HANDICAPPED HEIGHT) VITREOUS CHINA LAVATORY MODEL 0355.012. PROVIDE COMPLETE WITH "AMERICAN STANDARD 2385.004 FAUCET NTH SINGLE LEVER HANDLE, 4" CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS 'P" TRAP WITH CLEANOUT PLUG, AND ANGLE STOPS AND SUPPLIES. INSULATE ALL EXPOSED PIPING PER A.D.A REQUIREMENTS. LAV: LAVATORY: "AMERICAN STANDARD" "AQUALYN" COUNTERTOP DROP IN TYPE VITREOUS CHINA LAVATORY MODEL 0476.028. PROVIDE COMPLETE WITH 'AMERICAN STANDARD 2385.004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP, AND ANGLE STOPS AND SUPPLIES. WC2: WATER CLOSET. "AMERICAN STANDARD" 2174.139 "CADET' FLOOR MOUNTED TANK TYPE VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION TOILET WITH 'BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. HS: 1505 STAINLESS STEEL SINK: 'ELKAY" BCRA-15C SELF RIMMING SINK COMPLETE WITH HI -ARC FAUCET AND ACCESSORIES, C CENTERSET, GRID STRAINER, CHROME PLATED CAST BRASS 'P' TRAP WITH CLEANOUT PLUG, AND ANGLE STOPS AND SUPPLIES. IWH: INSTANT WATER HEATER: 'CHRONOMITE: MODEL SR20L 2400 WATTS, 120V 20 AMP BREAKER. MS: JANITORS MOP SINK: 'FIAT" MSB 2424 MOLDED STONE FLOOR MOUNTED SINK WITH 830 -AA SERVICE FAUCET, 832 -AA HOSE AND BRACKET, 889 -CC MOP HANGER AND 3" QUICK DRAIN CONNECTOR. WC: HANDICAPPED BI -LEVEL WATER COOLER: "ELKAY" BARRIER FREE WALL MOUNTED WATER COOLER MODEL EDFPBM117C. PROVIDE CW SUPPLY AND ANGLE STOP AND FLOOR MOUNTED CARRIER. REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHT. FLOOR ACCESS COVER: "ZURN" Z-1400 ROUND WITH SCORIATED NICKEL BRONZE TYPE COVER SUITABLE FOR OUTDOOR INSTALLATIONS. PROVIDE COVER SUITABLE FOR CARPET OR TILE INSERT FOR INDOOR INSTALLATIONS. COLD WATER SUPPLY (IWH) INSTANAEOUS WATER HEATER ESSURE RELIEF VALVE HOT WATER SUPPLY TO MS FIXTURE CTION BOX DIVISION 16 INSTANTANEOUS WATER HEATER (WH) DETAIL MS NOT TO SCALE p >R 4"VTR N I "> D `h N= L4 AV I> a >i > �, N N �" D LAV 1 4 "SS SS "> LAV4, WALL ACCESS COVER: 'ZURN" Z-1469 ROUND STAINLESS STEEL TYPE. PROVIDE AND INSTALL WATER HAMMER ARRESTOR 'ZURN" MODEL Z-1700 SIZED AS B I LA REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN 4%,6 LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS A B C D E F FIXTURE UNITS 1-11 12-32 33-60 61-113114-154 155-330 HOT WATER II SUPPLY (H I PRESSURE RELIEF VALVE I* INSTANTEOUS WATER HEATER ># 2"SS 3 p FD PROVIDED FOR CONDENSATE DRAINS, f $S > I COORDINATE WITH MECHANICAL CONTRACTOR A N FOR EXACT LOCATION v I I----- COLD WATER II SUPPLY (CW) FINISHED FLOOR THREE WAY VALVE 1/2 -CW CONNEC11ON IN BACK OF VALVE. JUNCTION BOX SEE DIVISION 16 INSTANTANEOUS WATER HEATER (MIH) DETAIL a SK NOT TO SCALE CAPPED AND SEALED 4" VENT FOR FUTURE USE.. HLAV ,An C B B_ d j LA NI 111.1 4 4 MIC +§ 2'� 11w . .� 2 A. 4"SS STUB 6' A.F.F., CAP AND SEAL FOR FUTURE WATER CLOSET USE. B. 20SS STUB 6" A.F.F., CAP AND SEAL FOR FUTURE LAV AND WATER COOLER USE. C. 4"SS STUB 6' A.F.F., CAP AND SEAL FOR FUTURE VENT USE. D. FLOOR PENETRATION L 000' � qO n��A 4" �4 a 2"SS 4'SS FIXTURE SUPPLY TRAP PRIMER FITTING. FLOOR DRAIN r FIXTURE STOP F 11r TRAP PRIMER LINE WITH SLOPE TO FLOOR DRAIN. NOTE:- THIS OTETHIS DETAIL APPLIES TO ALL FLOOR DRAINS. VALVE MUST BE ACCESSIBLE FOR INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN. E4!DEEP SEAL TRAP PRIMER RESEAL DETAIL NOT TO SCALE > 4YTR FD PROVIDED FOR CONDENSATE DRAINS, COORDINATE WITH MECHANICAL CONTRACTOR) FOR EXACT LOCATION N 1 1 +v r 1 $� 1 +� Z > 1p, § > Hu N I I 4"SS D D 2"SS 2'SS J ILI 12 ,� SANITARY, WASTE & VENT ISOMETRIC Go NOT TO SCALE: THIS ISOMETRIC IS DIAGRAMMATIC AND NOT TO BE USED FOR MEASUREMENTS DRAWN 5YEIERMANN DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LPHWFMH I N�J' 04/001/05 ♦. ===-. • fro Lc KENNETH L. EIERMANN P.E. FLA. REG. X30761 PLUMBING NOTES, DETAIL5 AND 150METRIC5 o W OP crOP co o� "1 t% cj 00 7 Lf� Op -o aso N d 6 d' c o I Fred M. Humphrey I Registered Architect Florida Reg. No. 4374 �a � o Z % o w C Ln 2 of C'.�$ � 00 c N In I� o 0 U� C c: OL OO U z FLOOR NO: NA_ 5HEET NO. . ..... . .r .... r. 0 REVISIONS: Cn �d b cn o 6 op o�lo C/) Q3 cm Ln d oO 00 00 3 i : :r .:.... ... 11 roect roject roject p.m. asst./ plan special an ger an ger an ger purchasing 5tpr. purchasing tools 117 116 115 114 113 112 , } r F } �f< CD } } ., ,,, fGs f ss•, r v r:: I/ }. : .7 z �v,wv,9/ ... ,�. .,,.» .,c...., .::a :. ;s.r, rt ,. j .. k: ., ,. F.... > ... ... .. .. »r.r.r....,, .,..r...y �vww �•:t :.. 'f/ s.2.r .#. ,'s"r., s^ ...a uri` n.. r :................:....... :,.,,,,.,,.:..,..... / 9E. - .....M3,ir'.'..,... s"':YLES.,. . Si .} i:., .:`:kfl: w s +, ..>,"� ?p}`}yy } }}}�f . } t"'>, :.: , , t,„;r f•�s . S :5 z.. r#� � S f h f # +q� ...� >. .,...::rGr%/%�:•>E#a}., . : �., : :i,..,.:::t:.................. :: ...3:w.,,..:::: : : ,} .1<} .:.,.:i ,. r„ s} }a r•,,ii. yt� "/ Jt ........w a.. ....:......... : i, i, ...:a..,.,i>rn �ir.3N.J; ..3 .. ' •: 3:..0 1 I _. :..%%i .�•�k;i', ? :: i :: ::: ., ...,.. ... ,.> /11wii., /iil}1p..,..,, .. ., }•�C%C7i:,,.,..,... ® FLOOR DRAIN PROVIDED FOR CONDENSATE DRAINS, COORDINATE WITH PLUMBING CONTRACTOR WITH EXACT LOCATION A First Floor Plan M- I DRAWN BYEIERMANN DATE: 07/03/08 REVIEW 5Y: LPH/FMH PROJ. 04/001/08 NO. -12x12 ELF375DXH FOR EXHAUST DUCT E3 EW MANNENGmEERM. INC. COMUNG EN EA3 10'16 W�hiat�r Avg m Orlando, Florida 32804 TMJ3410W. (407) 208 OM FAX (407) 2W7420 E MAI: EEBMAOLCOM © Copyr & 2008 EMNAM El 81 iIMa M FLOFWA M #0006A00 FLORIDA FiEGL #3CYM ® JOB # 2M SCALE: A5 NOTED V KENNETH EIERMANN P.E. FLA. REG. X30761 FI R5T FLOOR PLAN, N OTE5 * DETAI L5 I Fred M. Humphrey I Registered Architect Florida Reg. No. 4374 0 0 o N LO o L0 O r— 0 co LL Ci o N U-) ti co z ILO O U z FLOOR NO: 5tf SHEET NO. M- CONDENSATE DRAIN LINE FULL SIZE OF UNIT CONNECTION. RUN ALONG ROOF AND DISCHARGE INDIRECT TO RAINWATER DOWNSPOUT. SUPPORT FROM ROOF USING "ERICO" CADDY PIPE PYRAMIDS (OR EQUAL) SPACED TO PREVENT PIPE SAGGING. SLOPE TO DRAIN. ATTACH PIPE PYRAMIDS TO ROOF USING APPROVED CEMENT. FASTEN PIPE TO PYRAMIDS USING U CLAMPS. (TYPICAL FOR ALL RTUS) e ROOF PLAN �M-2 I / 10711 = , 1-01, 0 REV1510N5: TYPICAL DOWNSPOUT. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS. nnumeory iTc ADC nIDrf%T A 5econd floor Plan M-2 /811 = I 1-011 DRAWN BYEIERMANN DATE: 07/03/08 REVIEW BY: LPH/FMN PROJ. 04/001/08 NO. EIERNIAIVV&GINEEREM NC. COWLTM ENOI�EBi3 1016 Webster Avwm TFJ. ; (407) 296-6991 FFAAX407) 298-7420 E -MAL' �EMOAOLOOM © CoPYrdrt 2008 EEAMAMI EVK*MND M FLOFiDA EB #0006900 FLOF9DA FE4 #30781 m JOB # 2608 5CALE:A5 NOTED SECOND FLOOR PLAN "Y KENNETH L EIERMANN P.E. FLA. REG. X30761 ks 00 E cd79 O cn C b°° o`ro ao rn o`�o t �3f `0 >s Y i f t .ji .ti '!r i k TYPICAL DOWNSPOUT. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DETAILS. nnumeory iTc ADC nIDrf%T A 5econd floor Plan M-2 /811 = I 1-011 DRAWN BYEIERMANN DATE: 07/03/08 REVIEW BY: LPH/FMN PROJ. 04/001/08 NO. EIERNIAIVV&GINEEREM NC. COWLTM ENOI�EBi3 1016 Webster Avwm TFJ. ; (407) 296-6991 FFAAX407) 298-7420 E -MAL' �EMOAOLOOM © CoPYrdrt 2008 EEAMAMI EVK*MND M FLOFiDA EB #0006900 FLOF9DA FE4 #30781 m JOB # 2608 5CALE:A5 NOTED SECOND FLOOR PLAN "Y KENNETH L EIERMANN P.E. FLA. REG. X30761 I Fred M. Humphrey I Registered Architect Florida Reg. No. 4374 I� U z O C, C�/�) CV) V/ 06 bc co N M-00 .-. U)c I-- rn` O O Z U � y U75 R � O U �— W J � W L L4- 0 0� FLOOR NO: 2nd, 5HEET NO. M-2 00 cd79 O cn C b°° o`ro ao rn o`�o c ov oti O CM O I Fred M. Humphrey I Registered Architect Florida Reg. No. 4374 I� U z O C, C�/�) CV) V/ 06 bc co N M-00 .-. U)c I-- rn` O O Z U � y U75 R � O U �— W J � W L L4- 0 0� FLOOR NO: 2nd, 5HEET NO. M-2 N M www o� �v -=ti -� C ��O^ U � o "1 �, OP b 00 ti ` N O O d' m Fred M. Humphrey Registered Architect Florida Reg. No. 4374 �a o 0 r%� N w is ca Lo �r 0 � S o N LO c t+ ww rn co O wi O V O'er � U (D No NEI U z C� U �-- W J 75 W O z� o� O G EIERMANNEN��EERNO. INC. ,,� COI�SI�TIVQ �S � 1016 Webster Averxis Orrndo, Fbrlda 92804 r TELEPHKML- (407) 258-8551 FAX (407) 258-7420 ��` FLOOR NO: E MAL' EEENWAOLOOM © Copyri5ht 2008 �NIANN EN�10 NC. FL.OF DA E'B #0006500 FLOFMA FIEM #90781 KENNE L. EIERMANN P.E. m `� * 2809 FLA. REG. 30761 • Q DRAWN BYEIERMANN DATE: 07/03/08 SCALE:AS NOTED SHEET NO. REVISIONS: SECOND FLOOR PLAN, NOTES DETAILS REVIEW BY: LPH/FMH PROJ. 04/00 I /08 .� NO. SPLIT SYSTEM AIR CONDI110NING UNIT SCHEDULE SYSTEMS COMPLY WITH FLORIDA 2004 MECHANICAL CODE do ASHRAE 62 VENTILATION RATES. 06 TAG AC -1 AC -2 AC -3 AC -4 AC -5 AC -6 AREA SERVED 1ST FLOOR NORTH tST FLOOR CORE 1ST FLOOR SOUTH 1ST FLOOR TRAINING 1ST FLOOR SHELL NORTH 1ST FLOOR SHELOP L SOUTH NOMINAL TONS 5.0 4.0 4.0 4.0 7.5 7.5 MINIMUM EER (SEER) /IPLV 13.0 SEER 13.0 SEER 13.0 SEER 13.0 SEER 10.3/- 10.3/ - FAN SECTION AHU1 AHU2 AHU3 AHU4 AHUS AHU6 CAPAgTY (CFM) 2000 1600 1600 1600 t600 1200 OUTSIDE AIR (CFM) 120 40 100 Z25 BY FUTURE TENANT BY FUTURE TENANT MOTOR HP/FXT.. S.P. 1.5/1' 1.5/1" ELECTRICAL DAT V/PH/HZ 208/1/60 208/t/60 208/1/60 208/1/60 460/3/60 460/3/60 MIN. CKT. AMPS INCL HEATER) 58.5 58.5 58.5 58.5 19.3 19.3 MAX. OVERLOAD ROT. (INCL.. HEATER) 60 60 60 60 20 20 COOLING SECTION SENSIBLE COOLING BTUH 69,000 89,000 TOTAL COOLING BTUH 57,500 47,500 47,500 47,500 92,500 92,500 ENTERING AIR TEMPERATURE F 80/67 80/87 80/67 80/87 80/67 80/67 HEATING SECTION INTEGRAL WITH AHU INTEGRAL WITH AHU INTEGRAL WITH AHU INTEGRAL WITH AHU INTEGRAL WITH AHU INTEGRAL WITH AHU HEATER TYPE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE ELECTRIC RESISTANCE CAPAgTY 7.5 KW 7.5 KW 7.5 KW 7.5 KW 10.0 KW 10.0 KW CONTROL STAGES 1 1 1 1 1 1 DISCONNECT SINGLE POINT SINGLE POINT SINGLE POINT SINGLE POINT SINGLE POINT SINGLE POINT ELECTRICAL DATA V/PH/HZ 208/1/60 208/1/60 208/1/80 208/1/80 460/3/80 480/3/80 FRONT ACCESS FlLTER THICKNESS (IN.) 1' 307r PLEATED 1" 307f; PLEATED 1' 30X PLEATED 1" 30>r PLEATED 1' 307f; PLEATED 1" 3071 PLEATED CONDENSING UNIT CU1 CU2 CU3 CU4 CU5 CU6 NUMBER OF COMPRESSORS 1 1 1 1 1 1 O.A. AMBIENT DESIGN TEMP 95 ° 95 ° 95 ° 95 ° 95 ° 95 ° ELECTRICAL DATA V/PH/HZ 460/3/60 460/3/60 480/3/60 480/3/60 460/3/60 460/3/60 MIN. BR. CKT. AMPAgTY 11.0 8.2 8.2 8.2 17.4 17.4 MAX. BR. CKT. AMPS 15 15 15 15 30 30 BASIS OF DESIGN AIR HANDLCOP ob MFGR. CAM CARRER RM 008 40 RM 008 ING UNIT MODEL FC4DN 0 FC4DN FC4DNC 4848 FC4D�N(� 48 40 CONDENSING UNIT HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL MFGR. CARR GABBER C�IRRER Ca1RRER CaYM�ER CARER MODEL 24ABR360-63 24ABR348-6t 24ABR348-6t 24ABR348-61 38 ARZ 008 38 ARZ 008 EST WT. 400 LBS 400 LBS 400 LBS 400 LBS 550 LBS 550 USS NOTES: 1. REFRIGERANT LINES SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2 PROVIDE CARRIER HEAT COOL ON/OFF/AUTO PROGRAMMABLE THERMOSTAT. 3. PROVIDE FRONT OF UNIT FlLTER ACCESS FOR ALL AHU'S. 4. FlELD ROUTE ALL REFRIGERANT LINES FOR AHU'5 TO REMOTE CONDENSING UNITS (CU). 5. PROVIDE AND INSTALL MOTORIZED OUTSIDE AIR DAMPERS FOR EACH AHU. WIRE DAMPER TO OPEN WHEN AHU MOTOR IS ON AND TO CLOSE WHEN AHU FAN MOTOR IS OFF. SET DAMPER FOR LI ROOF TOP PACKAGE AIR CONDI110NER SCHEDULE SYSTEMS COMPLY WITH FLORIDA 2004 MECHANICAL CODE do ASHRAE 62 VENTILATION RATES. TAG RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 RTU -6 AREA SERVED 2ND FLOOR EXECUTIVE 2ND FLOOR CONFERENCE 2ND FLOOR CORE 2ND FLOOR SOUTH 2ND FLOOR SHELL NORTH 2ND FLOOR SHELL SOUTH NOMINAL TONS 4.0 6.0 7.5 5.0 7.5 7.5 EER (A.R.I.),(MINIMUM) /IPLV 13.0 SEER 10.3/- 10.3/- 13.0 SEER 10.3/- 10.3/ - FAN SECTION 2&� ENTERING AIR TEMPERATURE F 80/67 HEATING SECTION CEILING MOUNTED HEATERTYPE CAPACITY CFM) 1600 2400 3000 2000 3000 3000 OUTSIDE AI (CFM) 100 190 120 120 BY FUTURE TENANT BY FUTURE TENANT MOTOR (HP� 1.5 3 3 2 3 3 EXTERNAL P. (IN W.C.) 1.0 1.0 1.0 1.0 1.0 1.0 COOLING SECTION MODEL 2ND WOMEN TOILET 2ND MEN TOILET 408NC030301 2ND EXEC TOILET WALL MOUNT SENSIBLE CAPAgTY 34,700 58,200 67,200 46,700 67,200 67,200 TOTAL CAPAgTY 48,900 78,900 92,900 63,800 92,900 92.900 NUMBER OF COMPRESSORS 1 1 2 t 2 2 ELECTRIC HEATING SECTION HEATER KW 10.6 10.6 128 10.6 128 128 FlLTER SECTION 150 50 100 EXTERNAL AIR STATIC TYPE THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY VELOgTY (MAX.) FPM 500 500 500 500 500 500 THICKNESS (IN.) 1" 1" 1" 1" 1" 1" ELECTRICAL CHARACTERISTICS HORSEPOWER UNIT SINGLE POINT POWER 460/3/60 480/3/60 460/3/60 460/3/60 460/3/60 480/3/60 CONNECTION INCLUDES HEATER. 77 WATTS VOLTAGE/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 UNIT MCA 20.0 20.5 25.1 20.5 25.1 25.1 UNIT MAX. FUSE SIZE 25 25 30 25 30 30 BASIS OF DESIGN (OR EQUAL) NOTES: 1. PROVIDE COMPLETE WITH BACKDRAFT DAMPER AND CEILING GRILLE. 2. PROVIDE SPEED CONTROLLER FOR BALANCING PURPOSES. CARM CARRIER CARM MODEL PACgtA�GED PACq(A�GED PA PACKAGED PACKAGED PACKAGED ROOFTOP ROOFTOP ROOFTOP ROOFTOP ROOFTOP ROOFTOP 50 HJ 005 50 HJ 007 50 HJ 008 50 HJ 006 50 HJ 008 50 HJ 008 DISCHARGE CONFIGURATION DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW ESTIMATED UNIT WEIGHT (INCLUDING CURB) 800 LBS 800 LBS 1000 LBS 800 LBS 1000 LBS 1000 LBS NOTES: (1) PROVIDE CARRIER MATCHING (MINIMUM 14" HIGH) ROOF CURB. (2) COORDINATE UNIT LOCATION AND ROOF PENETRATION WITH ROOF FRAMING. (3) PROVIDE CARRIER PROGRAMMABLE HEAT/COOL ON/OFF/AUTO THERMOSTAT AND LOCKING COVER. (4) PROVIDE FRESH AIR INTAKE AND MOTORIZED ADJUSTABLE DAMPER. SET DAMPER FOR LISTED AIR VOLUME DAMPER TO OPEN/CLOSE WITH RTU FAN ON/OFF OPERATION. (5) MINIMIZE ROOF OPENINGS WITHIN CURB. CUT OPENINGS ONLY LARGE ENOUGH TO ALLOW DUCTWORK TO PASS 1HRU TO CEILING SPACE PACK INTERIOR OF CURB AREA WITH SOUND BATTS INSULATION. STED ROOF TOP PACKAGE AIR CONDI110NER SCHEDULE SYSTEMS COMPLY WITH FLORIDA 2004 MECHANICAL CODE do ASHRAE 62 VENTILATION RATES. TAG RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 RTU -6 AREA SERVED 2ND FLOOR EXECUTIVE 2ND FLOOR CONFERENCE 2ND FLOOR CORE 2ND FLOOR SOUTH 2ND FLOOR SHELL NORTH 2ND FLOOR SHELL SOUTH NOMINAL TONS 4.0 6.0 7.5 5.0 7.5 7.5 EER (A.R.I.),(MINIMUM) /IPLV 13.0 SEER 10.3/- 10.3/- 13.0 SEER 10.3/- 10.3/ - FAN SECTION 2&� ENTERING AIR TEMPERATURE F 80/67 HEATING SECTION CEILING MOUNTED HEATERTYPE CAPACITY CFM) 1600 2400 3000 2000 3000 3000 OUTSIDE AI (CFM) 100 190 120 120 BY FUTURE TENANT BY FUTURE TENANT MOTOR (HP� 1.5 3 3 2 3 3 EXTERNAL P. (IN W.C.) 1.0 1.0 1.0 1.0 1.0 1.0 COOLING SECTION MODEL 2ND WOMEN TOILET 2ND MEN TOILET 408NC030301 2ND EXEC TOILET WALL MOUNT SENSIBLE CAPAgTY 34,700 58,200 67,200 46,700 67,200 67,200 TOTAL CAPAgTY 48,900 78,900 92,900 63,800 92,900 92.900 NUMBER OF COMPRESSORS 1 1 2 t 2 2 ELECTRIC HEATING SECTION HEATER KW 10.6 10.6 128 10.6 128 128 FlLTER SECTION 150 50 100 EXTERNAL AIR STATIC TYPE THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY VELOgTY (MAX.) FPM 500 500 500 500 500 500 THICKNESS (IN.) 1" 1" 1" 1" 1" 1" ELECTRICAL CHARACTERISTICS HORSEPOWER UNIT SINGLE POINT POWER 460/3/60 480/3/60 460/3/60 460/3/60 460/3/60 480/3/60 CONNECTION INCLUDES HEATER. 77 WATTS VOLTAGE/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 UNIT MCA 20.0 20.5 25.1 20.5 25.1 25.1 UNIT MAX. FUSE SIZE 25 25 30 25 30 30 BASIS OF DESIGN (OR EQUAL) NOTES: 1. PROVIDE COMPLETE WITH BACKDRAFT DAMPER AND CEILING GRILLE. 2. PROVIDE SPEED CONTROLLER FOR BALANCING PURPOSES. CARM CARRIER CARM MODEL PACgtA�GED PACq(A�GED PA PACKAGED PACKAGED PACKAGED ROOFTOP ROOFTOP ROOFTOP ROOFTOP ROOFTOP ROOFTOP 50 HJ 005 50 HJ 007 50 HJ 008 50 HJ 006 50 HJ 008 50 HJ 008 DISCHARGE CONFIGURATION DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW ESTIMATED UNIT WEIGHT (INCLUDING CURB) 800 LBS 800 LBS 1000 LBS 800 LBS 1000 LBS 1000 LBS NOTES: (1) PROVIDE CARRIER MATCHING (MINIMUM 14" HIGH) ROOF CURB. (2) COORDINATE UNIT LOCATION AND ROOF PENETRATION WITH ROOF FRAMING. (3) PROVIDE CARRIER PROGRAMMABLE HEAT/COOL ON/OFF/AUTO THERMOSTAT AND LOCKING COVER. (4) PROVIDE FRESH AIR INTAKE AND MOTORIZED ADJUSTABLE DAMPER. SET DAMPER FOR LISTED AIR VOLUME DAMPER TO OPEN/CLOSE WITH RTU FAN ON/OFF OPERATION. (5) MINIMIZE ROOF OPENINGS WITHIN CURB. CUT OPENINGS ONLY LARGE ENOUGH TO ALLOW DUCTWORK TO PASS 1HRU TO CEILING SPACE PACK INTERIOR OF CURB AREA WITH SOUND BATTS INSULATION. DUCTLESS SPLIT SYSTEM AIR C�IVDITIOMNCi UNIT SCHEDULE TAG DAC -1 AREA SERVED IST FLOOR SYSTEMS ROOM NOMINAL TONS 25 MINIMUM EER (SEER) /IPLV 13.0 SEER FAN SECTION DAHU1 CAPACITY (CFM) 850 OUTSIDE AIR (CFM) 0 MOTOR HORSEPOWER PENN VENTILATOR EXTERNAL STATIC PRESSURE PENN VENTILATOR ELECTRICAL DATA, V/PH/HZ 208/1/60 MCA 0.58 MOCP 15 COOLING SEC?lON NECK SIZE ON PLANS. SENSIBLE COOLING CAPACITY BTUH ZEPHYR Z 5 H TOTAL COOLING CAPACITY BTUH 2&� ENTERING AIR TEMPERATURE F 80/67 HEATING SECTION CEILING MOUNTED HEATERTYPE COOLING ONLY CAPACITY WHITE CONTROL STAGES DISCONNECT CABINET FAN ELECTRICAL DATA V/PH/HZ 50F FRONT ACCESS FILTER 2. PAINT INSIDE OF DUCT FLAT BLACK WHERE VISIBLE THRU GRILLE. THICKNESS (IN.) STD. CLEANABLE CONDENSING UNIT p(x1t NUMBER OF COMPRESSORS t O.A. AMBIENT DESIGN TEMP 95 ° ELECTRICAL DATA V/PH/HZ 208 1 60 / MCA 13.4 �• 20 BASS � �� AIR HANDLING UNIT DUCTLESS SPOT SYSTEM MFGR. CARRIER MODEL 2ND WOMEN TOILET 2ND MEN TOILET 408NC030301 2ND EXEC TOILET WALL MOUNT CONDENSING UNIT WALL SWITCH MFGR. CARRIER MODEL 38BNC030301 EST. WEIGHT 400 LBS NOTES: PROVIDE NTH MANUFACTURERS STANDARD APPURTENANCES INCLUDING REMOTE CONTROL AND CONDENSATE PUMP. REFRIGERANT LINES SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. FIELD ROUTE ALL REFRIGERANT LINES FOR AHU'S TO REMOTE CONDENSING UNITS (CU). AIR DISTRIBUTION SCHEDULE PLAN DESCRIPTION MATERIAL FINISH MANUFACTURER MARK EF6 EF7 ff8 do MODEL No. MFGR. SQUARE CEILING ADJUSTABLE SUPPLY AIR DIFFUSER PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR CD1 PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR n.NS MODEL SIZE 24x24 FOR T -BAR CEILING INSTALLATION. ALUMINUM WHITE TMSA-AA ZEPHYR Z 5 H NECK SIZE ON PLANS. ZEPHYR Z 8 S ZEPHYR Z 5 H ZEPHYR Z 8 S CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED RG1 EGGCRATE RETURN AIR GRILLE STEEL WHITE TITUS SIZE 24x24 FOR T -BAR CEILING INSTALLATION. CABINET FAN CABINET FAN 50F M4.� 1. PROVIDE SQUARE TO ROUND ADAPTER AS REQUIRED. 2. PAINT INSIDE OF DUCT FLAT BLACK WHERE VISIBLE THRU GRILLE. 3. PROVIDE ALL CD'S WITH FACTORY FULLY INSULATED BACK PANELS. EXHAUST FAN SCHEDULE UNIT NUMBER ff1 EF2 ff3 ff4 EF5 EF6 EF7 ff8 EF9 MFGR. PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR PENN VENTILATOR MODEL ZEPHYR Z 8 S ZEPHYR Z 8 S ZEPHYR Z 5 H ZEPHYR Z 8 S ZEPHYR Z 5 H ZEPHYR Z 8 S ZEPHYR Z 8 S ZEPHYR Z 5 H ZEPHYR Z 8 S CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CEILING MOUNTED CABINET FAN CABINET FAN CABINET FAN CABINET FAN CABINET FAN CABINET FAN CABINET FAN CABINET FAN CABINET FAN DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT SERVICE 1ST WOMEN TOILET 1ST MEN TOILET 1ST JANITOR ELEVATOR EQUIP. IST HR TOILET 2ND WOMEN TOILET 2ND MEN TOILET 2ND JANITOR 2ND EXEC TOILET INTERLOCKS WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH WALL SWITCH (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) (SEE ELECTRICAL) PERFORMANCE DATA AIR FLOW (CFM) 100 100 50 100 50 150 150 50 100 EXTERNAL AIR STATIC PRESSURE INCHES/H20 0.375" 0.375' 0.375" 0.375" 0.375" 0.375' 0.375' 0.375' 0.375' ELECTRICAL DATA HORSEPOWER 77 WATTS 77 WATTS 79 WATTS 77 WATTS 79 WATTS 77 WATTS 77 WATTS 79 WATTS 77 WATTS VOLTAGE/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 NOTES: 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 1,2 NOTES: 1. PROVIDE COMPLETE WITH BACKDRAFT DAMPER AND CEILING GRILLE. 2. PROVIDE SPEED CONTROLLER FOR BALANCING PURPOSES. HVAC GENERAL NOTES= 1. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE INTENT OF THE DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTING CONDITIONS AND SHALL CONSULT WITH THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE CONCERNING FIELD CONDITIONS THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN HIS APPROVAL 2. ALL WORK SHALL COMPLY WITH THE FLORIDA 2004 WT1H 2006 REVISIONS MECHANICAL CODE 3. ALL NEW RECTANGULAR SUPPLY, RETURN AND REUEF AIR DUCTWORK SHALL BE FOIL FACED FIBERGLASS DUCTBOARD. ALL DUCTWORK FABRICATION, INSTALLATION, AND SUPPORTS SHALL CONFORM TO SMACNA STANDARDS. ALL DUCTWORK SHALL BE 1" PRESSURE CLASS UNLESS NOTED OTHERWISE. DUCTWORK SHALL BE INSTALLED AIR TIGHT AND NOISELESS. ALL DUCT SUPPORTS SHALL BE SO CONSTRUCTED TO TRANSMIT NO VIBRATIONS TO THE BUILDING STRUCTURE. SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. DUCTWORK ROUTING SHOWN IS DIAGRAMMATIC. ROUTE DUCTWORK AT RIGHT ANGLE TO BUILDING WALLS WITH SMOOTH TRANSITIONS. ALL EXHAUST AIR AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. ALL SUPPLY. RETURN, EXHAUST AND OUTSIDE AIR DUCTWORK JOINTS AND DUCT WRAP JOINTS SHALL BE SEALED USING FIBERGLASS MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). ALL FIBERGLASS DUCT SHALL BE MINIMUM 1 1/2" THICK WITH R=6.0 MINIMUM. FIBERGLASS DUCT SHALL COMPLY WITH THE FLORIDA ENERGY CODE REQUIREMENTS. ALL FIBERGLASS DUCTWORK JOINTS SHALL BE SEALED USING FIBERGLASS MESH AND DUCT MASTIC. (DUCT TAPE NOT ALLOWED). 4. FLEXIBLE DUCTWORK SHALL BE METAL HELIX WITH SMOOTH POLYMER LINER MECHANICALLY LOCKED WITHOUT ADHESIVES. INSULATION SHALL BE FIBERGLASS (MINIMUM R=6.0) AND SHALL HAVE A FIRE RETARDANT REINFORCED ALUMINUM OUTER JACKET. ALL MATERIALS SHALL HAVE A DEVELOPED SMOKE RATING OF LESS THAN 50 AND A FLAME SPREAD RATING OF LESS THAN 25. THE SYSTEM SHALL MEET OR EXCEED U.L 181 FOR CLASS 1 AIR DUCT. ALL DUCT SYSTEMS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE S.M.A.C.N.A. DUCT CONSTRUCTION STANDARDS. CHANGES OF DIRECTION SHALL MAINTAIN A RADIUS OF ONE DUCT DIAMETER (MINIMUM) ALONG THE CENTER UNE OF THE DUCT. 5. PROVIDE ALL ELECTRICAL WORK REQUIRED TO PLACE THE NEW MECHANICAL SYSTEM IN OPERATION. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODE REQUIREMENTS. ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY RELATED CONTROL WIRING. 6. PROVIDE TURNING VANES IN ALL CHANGES OF DIRECTION 77 DEGREES AND LARGER. PROVIDE DUCT SPUTTERS IN ALL BRANCH DUCT CONNECTIONS. SIZE THROAT AREA OF THE SPUTTERS IN PROPORTION TO THE DESIGN AIR FLOW RATES TO ACHIEVE EQUAL VELOCITY IN EACH LEG OF THE SPUTTER. 7. DO NOT ROUTE DUCTWORK THRU ELECTRICAL EQUIPMENT SPACES. WHERE DUCTS PASS OVER ELECTRICAL EQUIPMENT. PROVIDE A DRIP PAN AND DRAIN UNE TO FLOOR OR GUIDE IN A CONSPICUOUS LOCATION. 9. AIR DISTRIBUTION TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. AIR INLETS AND OUTLETS: PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SIZED TO PROVIDE NOISELESS OPERATION AND PAINTED WITH THE MANUFACTURER'S STANDARD ENAMEL PAINT. COLOR AS INDICATED OR AS SELECTED BY ARCHITECT. BORDERS, FLANGES AND HARDWARE SHALL BE PROVIDED TO SUIT THE TYPE OF CEILING FOR THE SPECIFIC INSTALLATION. PROVIDE FLANGED BORDERS FOR SURFACE MOUNTING ON HARD CEILINGS SUCH AS PLASTER, DRYWALL AND THE LIKE. 10. INSULATE ALL EXHAUST AIR AND OUTSIDE AIR DUCTWORK WITH MINIMUM 2" THICK, 1.5 LB DENSITY, FIBERGLASS DUCT WRAP INSULATION HAVING AN INSTALLED "R" VALUE OF 6.0 AND PROVIDED WITH FACTORY LAMINATED REINFORCED FOILARAFT VAPOR RETARDER FACING. INSULATE BACKS OF ALL GRILLES AND REGISTERS. 11. CONDENSATE DRAIN LINES SHALL BE TYPE L COPPER TUBING, ASTM B88, HARD TEMPER WITH SOLDERED JOINTS. SCHEDULE 40 CVC PIPING WITH SOLVENT WELD JOINTS. PROVIDE A CONDENSATE DRAIN P TRAP AT THE AIR HANDLING UNIT. THE TRAP SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. PROVIDE CAPPED TEES ON THE ENTERING AND LEAVING SIDE OF THE TRAP FOR CLEANOUT. INSULATE CONDENSATE PIPING WITH 1/2" THICK FOAM PIPE INSULATION. 12. DISPOSE OF NEW AIR CONDITIONING SYSTEMS CONDENSATE IS INDICATED. FIELD ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE REQUIREMENTS AND IN A MANNER MEETING THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 13. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. A CERTIFIED TEST AND BALANCE OF ALL SYSTEMS (AS REQUIRED BY THE FLORIDA ENERGY CODE) SHALL BE PERFORMED BY A INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR AND SHALL BE SUBMITTED FOR REVIEW BY THE OWNERS REPRESENTATIVE. 14. INSTALLATION OF HVAC EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND CLEARANCE REQUIREMENTS. 15. REFRIGERANT LINES SHALL BE SEAMLESS COPPER TUBE, ASTM B 280 TYPE ACR, HARD DRAWN STRAIGHT LENGTHS AND SOFT ANNEALED COILS. TUBING SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND SHALL HAVE TUBING ENDS CAPPED PRIOR TO SHIPPING TO PROTECT THE CLEANLINESS OF THE TUBING. FITTINGS SHALL BE WROUGHT COPPER ANSI 816.22, STREAMLINED PATTERN. BRAZING FILLER METAL SHALL BE AWS A5.8, CLASSIFICATION BAg-1 (SILVER). RUN SOFT COPPER PIPE UNDER GROUND THRU PVC CHASE 16. INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE AIR CONDITIONING UNIT MANUFACTURER'S RECOMMENDED PRACTICE AND ASHRAE STANDARD 15 - "THE SAFETY CODE FOR MECHANICAL REFRIGERATION." PIPE SIZES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SIZING FOR THE SPECIFIC CONDITIONS. INSTALL PIPING AS SHORT AND DIRECT AS POSSIBLE USING AS MINIMUM NUMBER OF JOINTS. FOLLOW THE MANUFACTURER'S PROCEDURES FOR SYSTEM EVACUATION AND UNE CHARGING. INSULATE REFRIGERANT SUCTION PIPING WITH 1/2" THICK FOAM PLASTIC INSULATION. WEATHER COAT INSULATION INSTALLED OUTSIDE 17. SEAL ALL PIPE PENETRATIONS THRU FIRE RATED WALLS USING 03M" FIRECAULK. 18. SMOKE DETECTORS Q SHALL BE INSTALLED IN THE SUPPLY AIR DUCT (AND RETURN WHERE INDICATED) OF AHU'S AND RTU'S (WHERE INDICATED) TO PROVIDE SHUTDOWN IN CASE OF SMOKE/HEAT OR SIGNAL FROM THE FIRE ALARM SYSTEM. THESE DEVICES SHALL BE FURNISHED BY OTHERS TO THE MECHANICAL CONTRACTOR FOR INSTALLATION. WIRING SHALL BE BY OTHERS. REVISIONS: ROOFTOP AIR CONDITIONING UNIT U SMOOTH TRANSITION AS REQUIRED —�- SMOKE DETECTOR -. SEE PLANS FOR QUANTITIES REQUIRED. /2mR TO CONDENSATE DR N INSTALLATION DETAIL THIS SHEET. SUPPLY DUCT gROOF TOP UNIT �T(RTTUq)� C%NT8NH �ORNWELD BRACKET TO FRAME AND BOLT THRU BRACKET) 114! LAGBOLT ON 24" CENTERS ALL AROUND CANT STRIP WHERE REQUIRED ROOF DECK AND INSULATION _ z STRUCTURAL FRAME ALL AROUND ANGLE FRAME OR AS INDICATED. SEE STRUCTURAL DRAWINGS. L PROVIDE SHIMS AND WASHERS WOOD NAILER FACTORY TURNING VANES (TYPICAL) FIRE DAMPER, T WELD FRAME TO WALL SLEEVE WALL SLEEVE COLLAR AROUND OPENING FOR DUCT AND SEAL. TYPICAL CEILING r ---SUPPLY AIR DUCT SMOOTH DUCT TRANSITION �--- ELECTRICAL JUNCTION BOX FOR SUPPLEMENTAL HEATER AIR HANDLER ELECTRICAL POWER CONNECTION FOR AHU J■ 2" TRAP 1/400 STEEL BOLT. 6" O.C. SECURED TO CURB. SLEEVE TO MATCH �— OUTSIDE AIR RETURN AIR CURB BY A/C UNIT MFR. INTAKE DUCT w/ 2EAj10TEKS EA EN DAMPER, TACK WELD OUTSIDE FRAME 6" O.C. AIR DUCT — FLl VOID WITH FIRE MOTORIZED PROOF MATERIAL OUTSIDE AIR 00Uo DAMPER N REFER TO ROOFTOP UNIT mv ,0 ,-, INSTALLATION DETAIL THIS SHEET. �o 80- �o MANUAL BALANCING SMOOTH TRANSITION DAMPER AS REQUIRED SUCTION ROOF DECK AND LIQUID AND INSULATION REFRIGERANT LINES FIELD ROUTE REFER TO DUCT SUPPORT TO CONDENSER. INSTALLATION DETAIL THIS SHEET. REMOVEABLE CAP ON CONDENSATE RETURN DUCT DRAIN WOOD NAILER FACTORY TURNING VANES (TYPICAL) FIRE DAMPER, T WELD FRAME TO WALL SLEEVE WALL SLEEVE COLLAR AROUND OPENING FOR DUCT AND SEAL. TYPICAL CEILING r ---SUPPLY AIR DUCT SMOOTH DUCT TRANSITION �--- ELECTRICAL JUNCTION BOX FOR SUPPLEMENTAL HEATER AIR HANDLER ELECTRICAL POWER CONNECTION FOR AHU J■ 2" TRAP 1/400 STEEL BOLT. 6" O.C. SECURED TO CURB. SLEEVE TO MATCH METAL. INSULATED ROOF DUCT CURB BY A/C UNIT MFR. PSON 8 w/ 2EAj10TEKS EA EN DAMPER, TACK WELD 0 ONO FRAME 6" O.C. TO WALL SLEEVE — FLl VOID WITH FIRE PROOF MATERIAL NFo00F TOP LINT NSTALLATION SCALE PROVIDE STEEL CHANNEL SUITABLE TO SUPPORT THE CONDENSING UNIT. CHANNEL SHALL ALSO BE SIZED TO CONDENSING PROVIDE (IN CONJUNCTION WITH THE UNIT "PATE" SUPPORT) INSTALLED CLEARANCE REQUIRED BY FLORIDA BUILDING CODE 2001 PARAGRAPH 15117 AND TABLE "f STEEL T. 6" O.C. x 1-1/2" /B" ALL FOUR 2 HOUR RATED WALL. SEE ARCHITECTURAL SHEETS FOR DETAILS. 1-1/2" x 1-1/Z" x 1/8" ALL FOUR SIDES SLEEVE, EXTEND BEYOND EACH WALL FACE ACCESS DOOR "S" SLIP, ALL FOUR SIDES hm SIDE ELEVATION WITHIN 6' I. WALL SLEEVES NOT EXCEEDING 3. PROVIDE CURTAIN TYPE FIRE DAMPER IN W 36" x 241 SHALL BE 16 GA. ALL CONFIGURATION INDICATED WITH CLEAR LARGER SID=S SHALL BE 14 GA. INSIDE DIMENSIONS EQUAL TO ATTACHED 2 RECTANGUALR TYPE B FIRE DAMPER DUCT SIZE. CURTAIN SHALL BE COMPLETELY SHOWN. OUTSIDE OF THE AIRSTREAM. 1511.7. BOLT TO CHANNEL BOLT AND NUT SIZING TO BE PER CONDENSING UNIT MIN 3/8" DIAMETER LAG SCREW -- MANUFACTURERS RECOMMENDATIONS. MINIMUM 2 PER SUPPORT. *PATE" ES -1 EQUIPMENT ROOF. *PATE" TACK WELD TO EXISTING METAL ROOF DECK. WELD CONNECTION TO BE WEATHERTIGHT. TYPICAL ROOF MOUNTED C0 DENSNQ LINT SUPPOaT DETAL BOOT TAP FITTING OR MIN 1 1/2' WIDE SPIN -IN FITTING STEEL STRAP W/AIR SCOOP AND HANGER (TYP.) VOLUME DAMPER RIGID DUCT _J T -BAR FRAME �T = _ NO SCALE "RUSKIN" IBD2 CURTAIN TYPE FIRE DAMPER OR EQUAL I HOM RATED WALL FM DAMPER INSTALLATION NO SCALE CONNECTION ON DRAIN PAN MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT IS CODE MAXIMUM PROVIDE ROUND RIGID SHEETMETAL DUCT AS REMOVABLE REQUIRED IN HORIZONTAL RUN -OUTS. INSULATE WITH PVC DRAIN F 1-1/2" MANVILLE MICROLITE. FULL SIZE OF UNIT CONNEC TRAP 2" WEIR 2" E INSULATION MU OR RTU UO DRAIN TRAP CONNECT TO EXISTING CONDENSATE DRAIN SYSTEM. FILTER RACK -STEEL ANGLE SUPPORT FRAME FLOOR -INSULATED SHEET METAL PLENUM -CONDENSATE DRAIN FULL SIZE OF CONNECTION. V TYPICA ON ALL DAMPER DUCT DUCT -�-- STEEL STRUCTURE 1 --- BEAM CLAMP OR PURUN CUP TO STRUCTURE ALL THREAD HANGER ROD (3/8" MIN.) -NUT (TYPICAL) 1-2 x 2 ANGLE (GALV. STEEL) — BAR JOIST WRAP AROUND STRUCTURE -SHEET METAL SCREW. —1 1/2" STEEL STRAP 'GRIPPLE HANG FAST' LOAD RATED CABLE SUSPENSION SYSTEM DUCT SUPPORT IS ALSO ACCEPTABLE TYPICAL RE fTAN0lJLAR DUCT NO SCALE Ol OPERATOR/ACTUATOR (LOCATION MAY VARY) Q2 FUSIBLE ROD 03 AUXILLIARY OPERATING JACK SHAFT ® DAMPER FRAME QS FUSIBLE LINK WITH LOCK © SLEEVE Q NEGAT13R SPRING © MOUNTING ANGLES Q9 S -JOINT, SLEEVE TO DUCT 1@ CAULKING MATERIAL PROVIDE COMPLETE WITH 120V OR 24V OPERATOR/ACTUATOR WITH 120V TO 24 V TRANSFORMER AND CONTROLS/CONTACTS AS REQUIRED TO ALLOW FOR INTERCONNECTION TO SHUTDOWN BY SMOKE DETECTORS AS REQUIRED BY CODE COMMMION SMOKE/IM DAW'Si DETAL NO SCALE RUSKIN MODEL FSD-36 DAMPER COR EQUAL) M c C — -0 wil 1�1 - ,,:, _ = C • r. Cy - DRAWN BYEIERMANN DATE: 07/03/08 5CALE:A5 NOTED REVIEW BY: LPN/FMN PROJ. 04/001/08 NO. HVAC NOTES AND DETAILS N z o m OUB y aj OP A ti 0 � s I Fred M. Humphrey I Registered Architect Florida Reg. No. 4374 C y U z 1 � FLOOR NO: KENNETH L EIERMANN P.E. RA.REG. 30761 nci • SHEET NO. M -4 wa o co -5 t 0 ONO u7 2 ° 00Uo N mv ,0 ,-, �o 80- �o C y U z 1 � FLOOR NO: KENNETH L EIERMANN P.E. RA.REG. 30761 nci • SHEET NO. M -4 GENERAL NOTES I. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT 15 0-100 FEET FROM THE PANEL, ARE TO HAVE "12 MINIMUM BRANCH CIRCUIT WIRING THROUGHOUT CIRCUIT. (CONDUIT SIZE PER NEC). I. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT 15 101-115 FEET FROM THE PANEL, ARE TO HAVE MO MINIMUM BRANCH CIRCUIT WIRING HOMERUN (3/4'C.) FROM PANEL CIRCUIT BREAKER TO FIRST DEVICE AND 012 BRANCH CIRCUIT WIRING THROUGHOUT THE REMAINDER OF THE CIRCUIT. (CONDUIT SIZE PER SPECIFICATION AND NEC). FIRST 15 FEET OF COMBINED HOME" AND BRANCH CIRCUIT TO BE MINIMUM 90 WIRE. (3/4'C). 2. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 116-225 FEET FROM THE PANEL, ARE TO HAVE "I0 MINIMUM BRANCH CIRCUIT WIRING HOME" (3/4'CJ FROM PANEL CIRCUIT BREAKER TO FIRST DEVICE AND n0 BRANCH CIRCUIT WIRING THROUGHOUT THE REMAINDER OF THE CIRCUIT (3/4'C.) 3. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT 15 226 FEET OR MORE FROM THE PANEL, ARE TO HAVE "8 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (I -C) FROM PANEL CIRCUIT BREAKER TO FIRST DEVICE AND MO BRANCH CIRCUIT WIRING THROUGHOUT THE REMAINDER OF THE CIRCUIT (3/4'C.). FIRST 125 FEET OF COMBINED HOMERUN AND BRANCH CIRCUIT TO BE MiNIMUM 08 WIRE (1'CJ 4. 120 VOLT BRANCH CIRCUITS SERVING RECEPTACLES FOR COMPUTER WORKSTATIONS (IE OUTLETS WITH 'C' DESIGNATION) SHALL HAVE INDIVIDUAL NEUTRALS FOR EACH CIRCUIT (IE EACH PHASE) COMPLETE FROM PANEL TO RECEPTACLE. NEUTRAL FOR ONE CIRCUIT SHALL NOT BE COMBINED WITH NEUTRAL OF ANOTHER CiRCUIT. MINIMUM CONDUCTOR SIZE 15 MO. CONDUCTOR SIZE SHALL BE INCREASED IF REQUIRED TO COMPLY WITH GENERAL NOTES ABOVE. 5. ALL 211V, 20A CIRCUIT HOMERUNS OVER 100 FT. SHALL BE 10 CU. MINIMUM, UNLESS OTHERWISE NOTED. 6. ALL 211V, 20A CIRCUITS WITH HOMERUNS OVER 150 FT. SHALL BE h0 CU. THROUGHOUT ENTIRE CIRCUIT MINIMUM, UNLESS OTHERWISE NOTED. I. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF FIXTURES. 8, COORDINATE EXACT LOCATION OF LIGHTING FIXTURES IN ALL MECH. ROOMS, AND SPACES WITH NO CEILING (EXPOSED STRUCTURE AREAS), SPACES, ETC., WITH DUCTWORK INSTALLER PRIOR TO ROUGH -IN. LOCATE BELOW DUCTWORK (8'-0' AFF. MINIMUM) CENTERED IN ROOM AS MUCH AS FEASIBLE. 9. COORDINATE EXACT INSTALLATION REQUIREMENTS OF OUTLETS IN MILLWORK WITH ARCHITECTURAL DRAWINGS AND ACCEPTED MILLWORK SHOP DRAWINGS. 10. VERIFY EXACT LOCATION OF ALL MECH. EQUIP. INCLUDING WALL SWITCHES, T'STATS, ETC. WITH MECH. CONTRACTOR AND MECH. DRAWINGS. 11. REFER TO MECHANICAL EQUIPMENT SCHEDULE, FOR RESPECTIVE CONDUIT/CONDUCTOR$, DISCONNECTS, M15C. EQUIPMENT REQUIRED FOR ALL MECHANICAL EQUIPMENT. 12, SEE RISER DIAGRAMS AND BUILDING PLANS 13. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. THE ROUTINGS SHOWN ARE PROPOSED CONDUIT ROUTINGS. CONTRACTOR TO COORDINATE ALL ROUTING WITH OTHER TRADES PRIOR TO BID. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND ROUTING OF CONDUIT PRIOR TO BID. CONTRACTOR 15 RESPONSIBLE FOR RELOCATING CONDUIT FROM THE PROPOSED ROUTING SHOWN TO THE ROUTING REQUIRED TO FACILITATE INSTALLATION PER SPECIFICATIONS AND APPLICABLE CODES, COMPLETE WITH ALL COORDINATION AND EX15TING CONDITIONS TAKEN INTO ACCOUNT. CONTRACTOR 15 RESPONSIBLE FOR ALL CEILING AND WALL REPAIR/REPLACEMENT AFTER ROUTING OF CONDUIT. 14. ALL CONDUIT TERMINATIONS AT TERMINAL BOARDS ARE TO HAVE BUSHED CONDUIT END$. 15. MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN 6 FT. OF EQUIPMENT CONNECTION POINT. VERIFY LOCATION OF POINT OF CONNECTION WITH EQUIPMENT INSTALLER PRIOR TO ELECTRICAL ROUGH -IN. (DRAWINGS ONLY SHOW DIAGRAMMATIC LOCATION OF CONNECTION). 16. PROVIDE, INSTALL AND CONNECT ONE 20 AMP DUPLEX RECEPTACLE IN CAST WEATHERPROOF BOX WITH WEATHERPROOF COVER WITHIN 25 FEET OF ALL MECHANICAL EQUIPMENT INSTALLED ON ROOFS OR IN ATTICS. CONNECT RECEPTACLES TOGETHER (MAXIMUM OF SIX PER CIRCUIT) WITH 90 WIRE AND CONNECT TO CLOSEST 120 VOLT PANEL. CONNECT TO 20 AMP I POLE SPARE CIRCUIT BREAKER AND RELABEL BREAKER 'ROOF RECEPTS.' 19,000 GENERAL PROVISIONS I. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATNG ELECTRICAL SYSTEM. 2. CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL CODES AND STANDARDS ADOPTED BY THE AUTHORITY HAVING JURIDICTION ON THIS PROJECT (CITY, COUNTY AND STATE) AND THE LOCAL POWER COMPANY. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BEAR THE UNDERWRITER'S LABEL. 3. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER 4, a5-5UILT DRAWINGS: MARK-UP PRINTS OF THE DESIGN DRAWINGS WITH RED PENCIL AS ITEMS ARE INSTALLED, AND SUBMIT TWO COPIES SHOWING AN ACCURATE 'AS-BUiLT' RECORD OF THE ENTIRE SYSTEM. 5. TEST EACH ITEM OF EQUIPMENT FOR PROPER OPERATION. GIVE THE OWNER INSTRUCTION IN THE OPERATION OF THE SYSTEM. 16100 BASIC MATERIALS AND METHODS 1. RACEWAYS AND FITTINGS: ALL RACEWAYS SHALL N ACCORDANCE WITH nec AND FLORIDA BUILDING CODE MC CABLE MAY BE UTILIZED AT CONTRACTOR'S OPTIONS WHERE NOT OTHERWISE PROHIBITED BY CODE. 2. CONDUCTORS: BRANCH CIRCUIT CONDUCTORS SHALL BE (M2 UNLESS OTHERWISE NOTED) THU,N COPPER ALUMINUM SHALL BE PERMITTED FOR FEEDERS AND SERVICE AT CONTRACTOR'S OPTION. ALL BRANCH CIRCUITS SHALL BE WIRED WITH COLOR -CODED WiRE. COLOR -CODE SHALL BE AS FOLLOWS: NEUTRAL$ TO BE WHITE FOR 120/208V SYSTEM, NATURAL GREY FOR 2111480V SY5TEMi GROUND WIRE GREEN, OR BARE. 120/208V, PHASE A - BLACKi PHASE B - REDt PHASE C - BLUE 480/211V, PHASE A BROLLNf PHASE B - ORANGEi PHASE C - YELLOW. ALL SWITCHLEGS, OTHER VOLTAGE SYSTEM WIRING, CONTROL AND INTERLOCK WIRING SHALL BE COLOR -CODED OTHER THAN TW05E ABOVE. 16200 ELECTRICAL SERVICE SYSTEM 1. IN GENERAL, ALL ELECTRICAL EQUIPMENT, METALLIC CONDUIT, MOTOR FRAMES, PANELBOARDS, ETC., SHALL BE GROUNDED WITH A SEPARATE GREEN SYSTEM GROUNDING CONDUCTOR RUN FROM THE MAIN SWITCH GROUND TO ALL PANELS AND FROM GROUNDING LUGS ON EACH PANEL TO EACH BRANCH CIRCUIT DEVICE AND FIXTURE iN ACCORDANCE WITH THE SPECIFIC RULES OF ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. ALL PANELS SHALL HAVE A GROUND BAR FOR GROUNDING, separate from the nuetral bar. 16300 ELECTRICAL DISTRIBUTION SYSTEM I. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. SWITCHES SHALL BE QUIET TYPE. RECEPTACLES SHALL HAVE GROUND TERMINAL. SEE EQUIPMENT/SYMBOL SCHEDULE/LEGENDS. 16400 LIGHTING FIXTURES I. ALL LIGHT FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS, AND ALL NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. LIGHT FIXTURES SHALL BE BiD AS SPECIFIED IN THE LIGHT FIXTURE SCHEDULE. ALL FLUORESCENT LAMPS SHALL BE TS OCTRON TYPE AS A MINIMUM AND BALLASTS SHALL BE ELECTRONIC TYPE. 16500 ELECTRICAL POWER EQUIPMENT I. ALL CONTROL WIRING, CONDUIT AND CONNECTIONS REQUIRED FOR PROPER OPERATION OF ALL CONTROL SYSTEMS SHALL BE FURNISHED AND INSTALLED UNDER THE ELECTRICAL CONTRACT. ALSO INCLUDED SHALL BE MOUNTING OF CONTROL EQUIPMENT PUR 410-44ED BY OTHERS. ALL CONTROL WIRING SHALL BE IN CONDUIT AND COLOR -CODED. 16600 LIGHTNING PROTECTION SYSTEM I. ALL LIGHTNING PROTECTION SYSTEMS SHALL COMPLY WITH ANSI/NFPA 1801 CLASS I WITH U.L. MASTER LABEL. MANUFACTURER/INSTALLER SHALL BE A MEMBER OF LPI. SYSTEM TO BE COMPLETE FOR BUILDING AND COVERED AREA. DOILN CONDUCTORS SHALL BE COPPER GROUND TERMINALS SHALL CONSIST OF ONE (1) 40 FT. GROUND RODS (5/8' COPPER) AS A MNIMUM. GROUND RESISTANCE AT EACH GROUND LOCATION SHALL NOT EXCEED 25 OHMS (MEASURED AT GROUND ELECTRODE). BOND SYSTEM TO MAIN SERVICE GROUNDING ELECTRODE CONDUCTOR SUBMIT SHOP DRAWINGS. 16142 FIRE ALARM SYSTEM I. FURNISH AND INSTALL A LOCAL FIRE ALARM, DETECTION AND EVACUATION SYSTEM. THE SYSTEM SHALL BE COMPLETE ANALOG ADDRESSABLE, POWER LIMITED, IN FULL COMPLIANCE WITH CURRENT LOCAL AND STATE CODES/STANDARDS, ADA, NFPA 12 AND 101. 2. PROVIDE ALL MATERIALS, WORK, LABOR, ETC. AS REQUIRED (INCLUDING ANY PROGRAMMING, BATTERY CAPACITY, SURGE SUPPRESSION, ETC.) TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 3. SYSTEM OPERATION SHALL MEET THE OPERATION REQUIREMENTS OF ALL CODES AND REGULATORY REQUIREMENTS. 4. FURNISH AND INSTALL ALL EQUIPMENT, WIRING, FIRMWARE, AND SOFTWARE AS REQUIRED TO DELIVER A COMPLETE AND FULLY OPERATIONAL SYSTEM. 5. AUDIBLE/VISUAL NOTIFICATION DEVICES SHALL BE WALL MOUNTED AT EACH LOCATION DESIGNATED ON THE DRAWINGS. THE INTENSITY SHALL BE A MINIMUM OF 15 CANDELA. THE USE OF VISUAL DEVICES RATED AT 15/15 CANDELA SHALL NOT BE ACCEPTABLE VISUAL SIGNALS SHALL BE MOUNTED AT A HEIGHT OF 80' AFF OR -6' BELOW THE CEILING, WHICHEVER IS LOWER 6. ALL EQUIPMENT SHALL BE INSTALLED IN FULL COMPLIANCE WITH THE EQUIPMENT MANUFACTURER'5 WRITTEN INSTRUCTIONS, NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL CONTRACTOR'$ ASSOCIATION PUBLICATION 'STANDARD OF INSTALLATION,' AND NFPA 12 AND 101. I. THE FULL. SYSTEM SHALL BE TESTED IN THE PRESENCE OF THE AHJ AND DEMONSTRATED TO PERFORM IN COMPLIANCE WITH ALL LOCAL 5TANDARD5. UPON COMPLETION, THE SYSTEM SHALL BE CERTIFIED BY THE INSTALLING CONTRACTOR IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA 12. ELECTRICAL SHEET INDEX FOR MORTON ELECTRIC OFFICE SHEET NO.SHEET E EO. 1 LIGHTITL T FIXTURE SCHEDULE, GENERAL NOTES, AND ELECTRICAL SHEET INDEX -_ _ _ _ _ E0.2 �ELE_C TRICAL SYMBOL LEGEND E0.3 EO.11 SITE PLAN - POWER,LIGHTING, AND SYSTEMS E1.1 FIRST FLOOR PIAN - POWER - - E1.2 SECOND FLOOR PLAN - POWER E1.3 ROOF PLAN - POWER E3.1 r FIRST FLOOR PLAN - SYSTEMS E3.2 SECOND FLOOR PLAN - SYSTEMS E4.1 FIRST FLOOR PLAN - LIGHTING _ E4.2 SECOND FLOOR PLAN LIGHTING E5 POWER RISER DIAGRAM E6.1 LN -NEL SCHEDULES E6.2 PANEL SCHEDULES E7 MECHANICAL FEEDERS E9.1 DETAILS E9.2 DETAILS _E9.3 DETAILS E9.4 DETAILS - TYPE DESCRIPTION DESIGN SELECTION A X 4' RECESSED ARCHITECTUAL 2 LAMP T5 LSI# ASC2-228-SS5R-UE Al 2' X 4' RECESSED LENSED TROFFER COOPER# 2GR8-332A-UNV- - EB81 A2 ;ACRYLIC PRISMATIC FLUORESCENT RECESSED 2 FT X 41 DAYBRTE 11` Ff, FLAT STEEL DOOR, STATIC, 2 LAMP, .125 LENS. 2TG-2 (32)-FS12 CEILING TRIM AS REQUIRED. 8 2' X 2' RECESSED ARCHRECTUAL 2 LAMP T5 COOPERf B 2RDI-214T5SLS-UNV- EBT1 C 8" COMPACT FLOURESCENT CAN W/ 1 SPECTRUMI DECORATIVE GLASS TRIM SG8Vl42EX/AR8210 ,CL/1THSFG D LOW VOLTAGE MONO POINT PENDANT LBLI HS348-CR-SL-1B-35- MPT EM2 TWO HEAD NICKEL CADMIUM BATTERY POWERED CHLORIDE 111 COOPER # EMERGENCY LIGHT WITH TEST SWITCH AND INDICATOR - 0zW='ACU LIGHT. Z�WZ�O��o F LED NEON -FLEX COVE LIGHTING RSA! WWZ=)a UDEON-W-XT G LOW VOLTAGE TRACK -REMOTE TRANS. LBLI HB325-X-SC-06-lA- (2)-59W T8 0' 50-MRL H 3' LOW VOLTAGE DOWNUGHT - PIN HOLE TRIM C(X)PERf - H36LVTAT-3002SNC H1 3" LOW VOLTAGE DOWNLIGHT COOPER# I- H36LVTAT- ELL WA STAIRWLL MOUNTED FLOURESCENT 3009SNBB J MIRROR W/ SIDE LIGHT COOPER# - 601-V-24-TB/2/17- AND MOTION SENSOR 277V-X J1 DECORATIVE SCONCE LBLI - PW -2930 -FR -SC -13Q J2 DECORATIVE SCONCE LBL 25' AFG ECL-40OMH-SL-FG- HW300-FR-SC-1A-35 K SUSPENDED DIRECT/INDIRECT CDOPER I 611IP-WP-2T5-iC-277- AC48-X-B'-0' LIGHT FIXTURE SCHEDULE 20.08-050 - MORTON ELECTRIC OFFICE APPROVED T APPROVED SUBS'11TMON SUBSTITUTION UGHTOLIER If � LITHONIA I XT-2-GVB-2 (32) 2GT-2-(32)-A12125 LIGHTALARMS ! LITHONIA SCALE NO SCALE NO SCALE NO SCALE 1 " = 20'-0" v-0" 1/8" = 1 0" 1/8" l' -O" 1/8° = 1'-p" 1/8" =71:_0 " 1/8" = 1-0" NO SCALE NO SCALE NO SCALE -�- NO SCALE AS NOTED AS NOTED 1 AS NOTED AS NOTED APPROVED APPROVED VOLTS SPS/FIX SUBSTITUTION SUBSTITUTION - UNV' (2)-28W T5 - U„'. ! -(3)-32W T8 COLUMBIA 2J-2-(32)-EXA.125N PRESCOLiTE 120 (2)-FO32TB UNV. (2)-14W TS UNV. - (1)-42W CFL 120 -_... (1) 35W 120 (2) 9W UNV. �-- LED 120 (l) -50W MRi6 X5 - 120 (1)-50W MR16 120 (100W MRi6 _ -11 277 �2)-117W T8 I - 277 (1) 13W QUAD - 120 (2) 35W QUAD 277 (4) 28W T5 PER 8'- 0 Kl SUSPENDED DIRECT/INDIRECT SUSPENDED INDUSTRIAL COOPER # Z m Z - 0zW='ACU Z�WZ�O��o 277 (4) 54W T5 PER 8'- v LL WWZ=)a 701DI-SH-2T5H0-2C- 0 0= �a.Ww(.)Vy�a x � (2)-59W T8 0' SITE FIXTURE. 40()NI MH DECORATIVE. TYPE V. 25' AFG CHAIN COOPER # ECL-400MH-5S-FG- 277-DC48-X-8'-0" - � 277 _ _ 400W MH I- LE ELL WA STAIRWLL MOUNTED FLOURESCENT COOPER - 271 AND MOTION SENSOR __ COOPER X57 _ - _J 277 400W MH (2)-32W TS 25' AFG ECL-40OMH-SL-FG- RECESSED ARCHiTECTUAL (1) LAMP T5 COOPER X1 277 T5 CHLORIDE # UGHTALARMS � XLEDBRALP• LITHONIA � S23DR-iT5-SR4D- 120/277 LED LED TYPE, RED LETTERS. NICAD BATTERY. (1)-28W LES-1R**ELN7 2EB-S22R N EDN to SUSPENDED INDUSTRIAL COOPER Z m Z 0zW='ACU Z�WZ�O��o 277 C Lu CLLJ V) v LL WWZ=)a 8TD1-296-UNV-EB81- 0 0= �a.Ww(.)Vy�a x � (2)-59W T8 I S1 SITE FIXTURE. 40()NI MH DECORATIVE. TYPE V. 25' AFG CHAIN COOPER # ECL-400MH-5S-FG- _T - � 277 _ _ 400W MH I- SO S2 - SITE FIXTURE. 40OW MH DECORATIVE. TYPE N. __ COOPER _ - _J 277 400W MH 25' AFG ECL-40OMH-SL-FG- SO X1 EXIT SIGN, SINGLE FACE, BUCK DIE CASs HOUSING, RUSHED ALUMINUM FACE UNIVERSAL MOUNT, INDIRECT CHLORIDE # UGHTALARMS � XLEDBRALP• LITHONIA � PRESCOLTTE f 120/277 LED LED TYPE, RED LETTERS. NICAD BATTERY. LSPNBDIR (ADD 'Z' FOR DAMP) LES-1R**ELN7 X2 EXIT SIGN, DOUBLE FACE, BUCK DIE CAST HOUSING, CHLORIDE LIGHTALARMS LITHONIA PRESCOLITE 1j 120/277 LED BRUSHED ALUMINUM FACE UNIVERSAL MOUNT, INDIRECT LSPNBDE 2XLEDBRALP* LI-SHONIA LED TYPE, RED LETTERS. NICAD BATTERY. (ADD 'Z' FOR DAMP) LIGHTING FIXTURE SCHEDULE GENERAL NOTES: (1) PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH ELECTRONIC BALLASTS AND 'T8' LAMPS. CONTRACTOR SHALL MLIZE 2, 3, OR 4 UMP BALLASTS WHEREVER POSSIBLE FOR MASTER/SLAVE OPERATION WHILE MAINTAINING SWITCHING ARRANGEMENTS INDICATED ON DRAWINGS. (2) ALL LIGHTING FIXTURES UTILIZING 'PL' AND 'BIAX" LAMPS SHALL HAVE ELECTRONIC BALLAST AND LOW IRIDESCENCE REFLECTORS. (3) CONTRACTOR SHALL CAREFULLY COORDINATE THE LIGHTING FIXTURE TRIM TYPES WiTH THE TYPE OF CEILING WHERE THE LIGHTING FIXTURES ARE TO BE INSTALLED. MODIFY FIXTURE CATALOG NUMBER AS REQUIRED TO COORDINATE FIXTURE WITH CEILING. (4) ALL BALLASTED FIXTURES TO HAVE IN -UNE FUSE AND FUSE HOLDER. (5) PROVIDE SEPARATE SLEEVE IN CONCRETE POLES FOR LIGHTNING PROTECTION DOWN CONDUCTOR. (6) PROVIDE MANUFACTURER'S POINT BY POINT PHOTOMETRIC ANALYSIS FOR SITE LIGHTING WiTH SUBMITTALS. (7) CONTRACTOR, AT HIS OPTION, MAY USE A U.L. LISTED FLEXIBLE WIRING SYSTEM FOR LIGHTING FIXTURE BRANCH CIRCUITRY ABOVE ACCESSIBLE LAY -IN CEILINGS. ALL HOMERUNS, CONNECTIONS TO UGHT SWITCHES, AND BRANCH CIRCUITRY FOR ALL OTHER COUNG CONDITIONS SHALL BE IN A CONVENTIONAL RACEWAY SYSTEM PER SPECIFICATIONS. (B) WHEN FIXTURE MODEL NUMBER DIFFERS FROM FIXTURE DESCRIPTION, CONTRACTOR IS TO SUBMIT RFI REQUESTING CLARIFICATION PRIOR TO BID, PRIOR TO SHOP DRAWING SUBMITTAL AND PRIOR TO ORDERING OF FIXTURE. WHERE CONTRACTOR DOES NOT REQUEST CLARIFICATION PRIOR TO BID, CONTRACTOR SHALL PROVIDE THE MOST EXPENSIVE OPTION BETWEEN A FIXTURE THAT MATCHES THE DESCRIPTION AND A FIXTURE THAT MATCHES THE MODEL NUMBER. AFTER BID, CONTRACTOR SHALL SUBMIT RFI REQUESTING CLARIFICATION SO PROPER FIXTURE GETS SUBMITTED. PROVIDED AND INSTALLED. (9) WHERE QUARTZ RESTRIKE IS CALLED FOR, SYSTEM IS TO BE COMPLETE WiTH QUARTZ LAMP AND AUTOMATIC RESTRIKE OPERATION TO ENERGIZE QUARTZ LAMP UNTIL HID LAMP RESTRIKES. (10) MOUNT LINEAR FIXTURES TOGETHER, END TO END, WHERE SHOWN IN CONTINUOUS ROWS. (ii) ALL NOTES NOT NECESSARY USED. A _FDRAWN BY: AT/DA REVISIONS: REVIEW BY: AWB DATE: 7/03/08 PROJ. 2008-050 NO. 5CALE:A5 NOTED g 00 m - o w00 w z o od�o z � m CU cwl) 4 rn 00 o � N O cc o JU.LVl 0 2008 ADRIAN BAUS P.E.# 52580 cD QU,:))O EDN to 1'c o Z m Z 0zW='ACU Z�WZ�O��o C Lu CLLJ V) v LL WWZ=)a QccZzW 0 0= �a.Ww(.)Vy�a x � m 6 C V 0' L. L (, ow E W n stin ■ :31e, U z ell U O ULL W W O zL4- O� FLOOR NO: SHEET NO. E0. 0 L0 0 I 00 0 N M 0 W 0- M M SYMBOL LEGEND SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS @{ OUTLET BOX AND FLUORESCENT FIXTURE IN COVE SEE FIXTURE SCHEDULE HUBBELL #HBL5361 LEVITON #5351 d ' ) OR MILLWORK. COORDINATE WITH ARCHITECTURAL SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE g, i m PLANS P&S #PS5352 HUBBELL #HBL5352 LEVITON #5352 d 0 CEILING OUTLET BOX AND FLUORESCENT FIXTURE SEE FIXTURE SCHEDULE G.E./CUTLER HAMMER SIEMENS/ITE d C& WALL OUTLET BOX AND FLUORESCENT FIXTURE SEE FIXTURE SCHEDULE HUBBELL #HBL5362–BLACK LEVITON #5362–BLACK d ® OUTLET BOX AND FLUORESCENT LIGHT FIXTURE SEE FIXTURE SCHEDULE G.E./CUTLER HAMMER SIEMENS/ITE d 0 ON EMERGENCY SYSTEM BRANCH CIRCUIT (LIFE SAFETY BRANCH) 2–P&S #PS5352 HUBBELL #HBL2-5352 2–LEVITON #5352 d v O CEILING OUTLET BOX AND HID, FLUORESCENT SEE FIXTURE SCHEDULE i, j d TWO GANGWALLAND TWO BLACK OR INCANDESCENT FIXTURE HUBBELL #HBL2-5362–BLACK 2–LEVITON #5362–BLACK d OH WALL OUTLET BOX AND HID, FLUORESCENT SEE FIXTURE SCHEDULE d OUTLET BOX AND 20 AMP RED DUPLEX OR INCANDESCENT FIXTURE HUBBELL #HBL5362–RED LEVITON #5362–RED d —I-- RECEPTACLE CONNECTED TO EMERGENCY CEILING OUTLET BOX AND LIGHT FIXTURE ON SEE FIXTURE SCHEDULE d SYSTEM BRANCH CIRCUIT EMERGENCY SYSTEM BRANCH CIRCUIT CLG CEILING OUTLET BOX AND 20 AMP SINGLE WALL OUTLET BOX AND LIGHT FIXTURE ON SEE FIXTURE SCHEDULE LEVITON #5351 b, d d RECEPTACLE EMERGENCY SYSTEM BRANCH CIRCUIT WALL OUTLET BOX AND 20 AMP GFI DUPLEX WALL OUTLET BOX AND EMERGENCY BATTERY SEE FIXTURE SCHEDULE LEVITON #6898 d d RECEPTACLE FOR ELECTRIC WATER COOLER, UNIT EQUIPMENT LIGHT FIXTURE, TRIANGLES —a COORDINATE WITH EWC INSTALLER FOR IDENTIFY NUMBER OF FIXTURE HEADS. MOUNTING REQUIREMENTS. CEILING OUTLET BOX AND EXIT SIGN LIGHT SEE FIXTURE SCHEDULE d ® FIXTURE WITH EMERGENCY BATTERY, SHADING HUBBELL #GFR5352 LEVITON #6898 d e RWALL ECEPTACLE INDICATES NUMBER OF FACES AND ORIENTATION GROUND WIRE, CONCEALED WPG ei WALL OUTLET BOX AND EXIT SIGN LIGHT FIXTURE SEE FIXTURE SCHEDULE LEVITON #6898 WITH a, d d DUPLEX RECEPTACLE WITH CAST ALUMINUM WITH EMERGENCY BATTERY THOMAS & BETTS #CKMGV OR THOMAS & BETTS #CKMGV OR WEATHER PROOF IN USE COVER POLE WITH MOUNTING ARM AND CUT–OFF SEE FIXTURE SCHEDULE INTERMATIC #WP1010MC 0-0 LIGHT FIXTURE. BOXES INDICATE NUMBER HUBBELL #GFR5352 LEVITTON #6898 a, c, d, e WPG BOX AND 20 AMP GFCI DUPLEX RECEPTACLE WITH OF FIXTURES AND ORIENTATION APPLETONFS–ID AND APPLETON #FS–ID AND f, g @a $° OUTLET DIOCAT NDS 0 AMP PLEG)GLE POLE P&S #PS20AC1 HUBBELL #HBL1221 LEVITON #1221 d SWITCH INTERMATIC #WP1010MC ® $2 WALL OUTLET BOX AND 20 AMP DOUBLE POLE SWITCH P&S #PS20AC2 HUBBELL #HBL1222 LEVITON #1222 d $3 WALL OUTLET BOX AND 20 AMP THREE–WAY SWITCH P&S #PS20AC3 HUBBELL #HBL1223 LEVITON #1223 d $4 WALL OUTLET BOX AND 20 AMP FOUR–WAY SWITCH P&S #PS20AC4 HUBBELL #HBL1224 LEVITON #1224 d $K WALL OUTLET BOX AND 20 AMP SINGLE POLE P&S #PS20ACl–L HUBBELL #HBL1221L LEVITON #1221L d TOA, 120/208V NEL KEY SWITCH $3K OUTLET AND 20 AMP THREE–WAY P&S #PS20AC3–L HUBBELL #HBL1223L LEVITON #1223L d OUTLET BOX WITH 20 AMP DUPLEX RECEPTACLE, ONE KWAL EY SWITCHBOX S-2625/SB3084 3/4-2/P64–DU/ 64 - $4K WALLSOUTLITCBOX AND 20 AMP FOUR–WAY P&S #PS20AC4–L HUBBELL #HBL1224L LEVITON #1224L d (PROVIDE SPECIAL RECEPTACLES, I.E. ISOLATED KEYWALL GROUND OR BLACK COMPUTER TYPE WHERE NOTED) OUTLET BOX AND SECURITY LOCKING P&S #PS20AC1–KL-55-717 DEVICE: HUBBELL HBL1221RKL d $L KEY SWITCH, 20 AMP, SINGLE POLE, WITH PLATE: S12RKL THERMOSTAT CONNECTION, PROVIDE AND INSTALL S.S. PLATE, PROVIDE TWO KEYS Q WALL OUTLET BOX, CONTROL WIRING AND RACEWAY FLUSH WALL OUTLET BOX AND 20 AMP SINGLE DEVICE: P&S #PS20AC1 DEVICE: HUBBELL #HBL1221 DEVICE: LEVITON #1221 a, d $wP POLE SWITCH, WITH DIE CAST PLATE: P&S #CAI –G PLATE: P&S #CAI –G Q FLUSH WALL JUNCTION BOX AND BLANK PLATE WEATHERPROOF COVER d O JUNCTION BOX AND BLANK PLATE ABOVE CEILING OUTLET BOX AND 20 AMP, 1P MANUAL MOTOR P&S #PS20AC1 HUBBELL #HBL1221 b, d d $M CONTROLLER WITHOUT OVERLOADS. RATED RACO b, d, g, h MTD. OR MTD. TO CEILING/STRUCTURE AS INDICATED 1 HP ® 120V, 2 HP ® 277V. WP SURFACE MTD. WEATHERPROOF JUNCTION BOX AND OUTLET BOX AND 20 AMP, 2P MANUAL MOTOR P&S #PS20AC2 HUBBELL #HBL1222 d, g, h d $2M CONTROLLER WITHOUT OVERLOADS, RATED CAST IRON ZINC PLATED SURFACE MTD. OUTLET 2 HP ® 240V. d, e, g, h BOX AND BLANK PLATE OUTLET BOX AND 30 AMP, 3P MANUAL MOTOR P&S #7803/7801 HUBBELL HBL781OUD/LOCK LEVITON #7810/LOCK BRACKET d $M3 CONTROLLER WITHOUT OVERLOADS. RATED BRACKET a, d, e, f, O BOX AND WEATHERPROOF BLANK PLATE 7.5 HP ® 240V, 10 HP 0 480V. g, h FG ❑ FLUSH GRADE PULLBOX OR MANHOLE AS NOTED WALL OUTLET BOX AND DIMMER SWITCH, AS NOTED LUTRON HUGHES PRESCOLITE d PUSHBUTTON, AS NOTED, MOUNTED AT 48" TO TOP ON PLANS d S 0 FLUSH SHUNT–TRIP BUTTON, LABEL "EMERGENCY AUTOMATIC WALL SWITCH, (PIR) PASSIVE INFARED WATT STOPPER CAT# SENSOR SWITCH, INC. d d $Os DIP ADJUSTABLE SENSITIVITY, AUTO OR MANUAL OPERATION WI -200 WSD-1 MOTOR CONNECTION, AS NOTED RATED: 800 WATTS ® 120V, 1200 WATTS ® 277V i © CONTROL AND/OR POWER CONNECTION ON MOUNTED, ULTRASONIC OCCUPANCY SENSOR WATT STOPPER CAT# SENSOR SWITCH, INC. i d aOCEILING OMNI DIRECTIONAL, DOPPLER TECHNOLOGY WT–SERIES CM–SERIES TIME CLOCK, 2 -POLE, RESERVE SPRING, 24 HR. PROVIDE MATCHING POWER PACK. CAT# INDICATED BY SYMBOL CAT# INDICATED BY SYMBOL i E�0 CONTACTGEE AS REQUIRED WALL OR CEILING MOUNTED DUAL TECHNOLOGY SENSOR, WATT STOPPER CAT# SENSOR SWITCH, INC. d OS BUILT IN LEVEL SENSOR, PASSIVE INFARED AND ULTRASONIC. DT -200 CM–PDT SERIES OR WV–PDT SERIE PROVIDE MATCHING POWER PACK. W/–P OPT. & PP -20 POWER PACK WALL OUTLET BOX AND DIGITAL TIME SWITCH WATT STOPPER CAT# SENSOR SWITCH, INC. $ST RATED FOR 800 WATTS 0 120V. T5-400 A REVISION5: SYMBOL LEGEND (CONTINUED) SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS @{ WALL OUTLET BOX AND 20 AMP SINGLE P&S #5361 HUBBELL #HBL5361 LEVITON #5351 d ® RECEPTACLE SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE g, i m WALL OUTLET BOX AND 20 AMP DUPLEX P&S #PS5352 HUBBELL #HBL5352 LEVITON #5352 d RECEPTACLE SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE i C& WALL BOXCAND 20 AMP BLACK DUPLEX P&S #PS5352–BLACK HUBBELL #HBL5362–BLACK LEVITON #5362–BLACK d ® RECEPTACLE FORUTLET OMPUTER WORKSTATION SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE i ® TWO GANG WALL OUTLET BOX AND TWO 20 AMP 2–P&S #PS5352 HUBBELL #HBL2-5352 2–LEVITON #5352 d v DUPLEX RECEPTACLES SEE SYSTEMS LEGEND/SPECS i, j C* TWO GANGWALLAND TWO BLACK 2–P&S #PS5352–BLACK HUBBELL #HBL2-5362–BLACK 2–LEVITON #5362–BLACK d RECEPTACLES FORBOXW20 SAMP TATION T DUPLEWALL OUTLET BOX AND 20 AMP RED DUPLEX P&S #PS5352–RED HUBBELL #HBL5362–RED LEVITON #5362–RED d —I-- RECEPTACLE CONNECTED TO EMERGENCY /E / SYSTEM BRANCH CIRCUIT CLG CEILING OUTLET BOX AND 20 AMP SINGLE P&S #5361 HUBBELL #HBL5361 LEVITON #5351 b, d E) RECEPTACLE WALL OUTLET BOX AND 20 AMP GFI DUPLEX P&S #2094 HUBBELL #GFR5352 LEVITON #6898 d EWC RECEPTACLE FOR ELECTRIC WATER COOLER, —a COORDINATE WITH EWC INSTALLER FOR MOUNTING REQUIREMENTS. GO OUTLET BOX AND 20 AMP GFI DUPLEX P&S #2094 HUBBELL #GFR5352 LEVITON #6898 d e RWALL ECEPTACLE —G— GROUND WIRE, CONCEALED WPG FLUSH WALL OUTLET BOX AND 20 AMP GFCI P&S #2094 WITH HUBBELL #GFR5352 WITH LEVITON #6898 WITH a, d DUPLEX RECEPTACLE WITH CAST ALUMINUM THOMAS & BETTS #CKMGV OR THOMAS & BETTS #CKMGV OR THOMAS & BETTS #CKMGV OR WEATHER PROOF IN USE COVER INTERMATIC #WP1010MC HUBBELL #WP26M COVER INTERMATIC #WP1010MC CAST IRON PLATED SURFACE MTD. OUTLET APPLETON #FS–ID AND HUBBELL #GFR5352 LEVITTON #6898 a, c, d, e WPG BOX AND 20 AMP GFCI DUPLEX RECEPTACLE WITH THOMAS & BETTS #CKMGV OR APPLETONFS–ID AND APPLETON #FS–ID AND f, g @a CAST ALUMINUM WEATHERPROOF IN USE COVER INTERMATIC #WP1010MC HUBBELL ##WP26M COVER THOMAS & BETTS #CKMGV OR INTERMATIC #WP1010MC ® WALL OUTLET BOX AND SPECIAL PURPOSE P&S HUBBELL LEVITON d RECEPTACLE AS NOTED ON PLANS WALL OUTLET BOX AND COMBINATION 20A, 120V AND P&S #5890 HUBBELL #HBL5492 LEVITON #5842 d ® LE WITH 3#10, 3/4"C. HOMERUN 250VCAL TOA, 120/208V NEL CAST IRON FULY ADJUSTABLE TWO GANG FLOOR WALKER 880 CS2/828P/829 HUBBELL #B -4233/S-3625/ STEEL CITY #642/P-64-- d, j, k,I (IG) OUTLET BOX WITH 20 AMP DUPLEX RECEPTACLE, ONE CK -1/827C WITH P&S S-2625/SB3084 3/4-2/P64–DU/ 64 - PDS (VOICE/DATA) OUTLET AND CARPET FLANGE #PS5352 WITH HUBBELL #HBL5352 2G–CP WITH LEVITON #5352 (C) (PROVIDE SPECIAL RECEPTACLES, I.E. ISOLATED SECOND FLOOR USE: GROUND OR BLACK COMPUTER TYPE WHERE NOTED) WIREMOLD RG3 SERIES POKE THROUGH DEVICE THERMOSTAT CONNECTION, PROVIDE AND INSTALL Q WALL OUTLET BOX, CONTROL WIRING AND RACEWAY AS REQUIRED BY DIVISION 15. Q FLUSH WALL JUNCTION BOX AND BLANK PLATE d O JUNCTION BOX AND BLANK PLATE ABOVE CEILING b, d ❑ SURFACE JUNCTION BOX AND BLANK PLATE, WALL STEEL CITY RACO b, d, g, h MTD. OR MTD. TO CEILING/STRUCTURE AS INDICATED WP SURFACE MTD. WEATHERPROOF JUNCTION BOX AND HOFFMAN d, g, h ❑ COVER, AS NOTED ON PLANS CAST IRON ZINC PLATED SURFACE MTD. OUTLET APPLETON #FS–ID WITH d, e, g, h BOX AND BLANK PLATE #DS -100 COVER WP CAST IRON ZINC PLATED SURFACE MTD. OUTLET APPLETON #FS–ID WITH a, d, e, f, O BOX AND WEATHERPROOF BLANK PLATE #DS-10OG COVER g, h FG ❑ FLUSH GRADE PULLBOX OR MANHOLE AS NOTED BROOKS A.C. MILLER HUGHES d,j El PUSHBUTTON, AS NOTED, MOUNTED AT 48" TO TOP d S 0 FLUSH SHUNT–TRIP BUTTON, LABEL "EMERGENCY SQUARE 'b" #K-15 ASCO #124200 d MAIN DISCONNECT", MOUNTED AT 48" TO TOP MOTOR CONNECTION, AS NOTED i © CONTROL AND/OR POWER CONNECTION ON i EQUIPMENT TIME CLOCK, 2 -POLE, RESERVE SPRING, 24 HR. TORK PARAGON INTERMATIC i E�0 CONTACTGEE AS REQUIRED (SEE DETAIL) (SEE DETAIL) (SEE DETAIL) FWITH OR CIRCUITS (UNLESSDCOIL OLT IRCOTCT NOTED) SYMBOL LEGEND (CONTINUED) SYMBOL DESCRIPTION DESIGN SELECTION APPROVED SUBSTITUTION APPROVED SUBSTITUTION REMARKS @{ PHOTO CELL TORK (SEE DETAIL) PARAGON (SEE DETAIL) INTERMATIC (SEE DETAIL) I� mO ® MAGNETIC MOTOR STARTER OR CONTACTOR, AS NOTED SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE g, i m DISCONNECT SWITCH, SIZE AS NOTED SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE g, i 120/208V BRANCH CIRCUIT PANELBOARD SURFACE MOUNTED SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE i ® 277/480V BRANCH CIRCUIT PANELBOARD SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE i ® TRANSFORMER SQUARE "D" G.E./CUTLER HAMMER SIEMENS/ITE i ® AUTOMATIC TRANSFER SWITCH RUSSELECTRIC ASCO i v SYSTEMS PANEL SEE SYSTEMS LEGEND/SPECS i, j ® SYSTEMS TERMINAL BOARD AS NOTED SEE SYSTEMS LEGEND/SPECS BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. SLASH MARKS INDICATE NUMBER OF CONDUCTORS (GROUND WIRE NOT SHOWN). TWO CONDUCTORS PLUS GROUND REQUIRED (UNLESS OTHERWISE NOTED OR MARKED) BRANCH CIRCUIT CONDUIT CONCEALED BELOW SLAB OR UNDERGROUND —I-- BRANCH CIRCUIT CONDUIT EXPOSED /E / EMERGENCY SYSTEM BRANCH CIRCUIT CONDUIT, CONCEALED (LIFE SAFETY BRANCH) OPTIONAL STANDBY SYSTEM BRANCH CIRCUIT CONDUIT, CONCEALED (EQUIPMENT BRANCH) HOME RUN WIRING. ONE CIRCUIT PER ARROW HEAD. CONDUIT CAPPED OFF —5 CONDUIT CONTINUED —a CONDUIT RUN UP CONDUIT RUN DOWN —� CONDUIT SEAL–OFF FITTING CROUSE HINDS APPLETON e —i— —G— GROUND WIRE, CONCEALED —�i GROUND OR GROUND ROD AS NOTED NOTES: 1) ALL DEVICES TO BE GREY WITH SMOOTH METAL #302 S.S. PLATES UNLESS OTHERWISE NOTED. 2) DASHED ITEM DENOTES EXISTING. 3) "R" BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY. 4) "H" BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. 5) MOUNT SWITCHES AT 48" AFF TO TOP. 6) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 7) ALL ITEMS NOTED ON THE LEGENDS DO NOT NECESSARILY APPEAR ON PLANS. REMARKS: DRAWN BY: AT/DA REVI EW BY: AWB a. U.L. LISTED FOR WET LOCATION IN CLOSED POSITION. b. SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25 SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL THREADS MINIMUM. c. U.L. LISTED FOR WET LOCATION IN OPEN POSITION WITH ATTACHMENT PLUG INSERTED. d. JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICE FILL PER N.E.C. e. THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION f. IF WITHIN 30 MILES OF THE COAST LINE, COPPER FREE CAST ALUMINUM OUTLET BOXES SHALL BE USED FOR EXTERIOR APPLICATIONS. g. PROVIDE KINDORF MTG. RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PVC COATED FOR EXTERIOR APPLICATIONS. ALL CUT ENDS ARE TO BE SEALED. h. WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. i. MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (LE. STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN, MILLWORK, ETC.) PRIOR TO ROUGH–IN TO MAINTAIN CLEARANCES. j. OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLER REQUIREMENTS. k. COORDINATE THE TELEPHONE/DATA/SYSTEMS DEVICE, WIRE, CABLE, ETC WITH THE TELE/DATA/SYSTEMS SPECIFICATIONS, DRAWINGS, AND/OR SYMBOL LEGENDS. I. PROVIDE 1"C. TO CEILING SPACE DATE:1 7/03/06 PROJ. 2008-050 NO. 5CALE:AS NOTED t o C� c\j orD V L 3 o o�3 �1�z m d cp , 00 r� m oN ' � JILL A 0 2008 ADRIAN BAUS P.E.# 52580 c aoo mo to JaQ"'^,r, Mo Z�mZ ��� cu 0m-, NQ 6 Z W:z (Da o CNW (j _j I� mO Laa0�cB� Co x La u Amok, E2 V C U FLOOR NO: SHEET NO. E002 0 U) 0 1 00 0 0 cqm 0 w n SEMINOLE COUNTY SCHOOLS ONLY - PREMISE DISTRIBUTION SYSTEM (PDS) SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHT MOUNTING CABLING COMMUNICATIONS OUTLET WITH MINIMUM 1"C. EXTENDED 18" A.F.F. UNLESS FLUSH IN WALL TWO (2) 2 ABOVE CEILING AND TURNED INTO ROOM IT SERVES. (2) OTHERWISE NOTED OF STROBE CAT 5E v COMMUNICATIONS PORTS, AND (4) BLANKS. STROBE ONLY 80" A.F.F. TO CENTER CABLES WIRED COMPLETE. OF STROBE CCN SYSTEM SYMBOL LEGEND SYMBOL DESCRIPTION ®4 EXTERIOR CAMERA MD DOME CAMERA SECURITY SYSTEM SYMBOL LEGEND SYMBOL DESCRIPTION GB MOTION DETECTOR W/GLASS BREAK MD MOTION DETECTOR KP KEY PAD ACCESS CONTROL SYSTEM SYMBOL LEGEND SYMBOL DESCRIPTION ® CARD READER 0 DOOR CONTACT ES EXIT SENSOR © MAG -LOCK (DOOR LOCK) ® ELECTRONIC DOOR LOCK FIRE ALARM SYSTEM GENERAL NOTES: 1) REFER TO SPECIFICATIONS. 2) REFER TO DETAILS. 3) REFER TO RISER DIAGRAM. 4) PROVIDE FIRE STOPPING ON ALL CONDUITS PENETRATING A RATED WALL OR FLOOR. 5) ALL CABLES AND RACEWAYS TO BE CONCEALED UNLESS SPECIFICALLY NOTED OTHERWISE OR APPROVED BY ENGINEER. SEE SPECIFICATIONS AND GENERAL NOTES FOR ADDITIONAL CLARIFICATIONS. 6) ALL RACEWAY TERMINATIONS SHALL HAVE BUSHINGS AND BE GROUNDED WHERE RACEWAY IS METAL. 7) PROVIDE SYSTEM COMPLETE WITH ALL DEVICES, CABLES, PATHWAYS (RACEWAYS, CONDUITS, ETC). 8) MINIMUM RACEWAY/CONDUIT SIZE TO BE 3/4". 9) CIRCUIT ALL DEVICES TO LOCAL RESPECTIVE FIRE ALARM TERMINAL CABINET (FATC). 10) PROVIDE AND INSTALL CABLE/WIRING AS RECOMMENDED BY MANUFACTURER AND APPLICABLE CODES AND STANDARDS, UNLESS OTHERWISE CALLED FOR ON DRAWINGS OR IN SPECIFICATIONS. WHERE CONFLICT EXISTS, THE LARGEST SIZE CALLED FOR SHALL BE USED. 11) SIZE PATHWAYS AS RECOMMENDED BY MANUFACTURER AND APPLICABLE CODES AND STANDARDS UNLESS OTHERWISE CALLED FOR ON DRAWINGS OR IN SPECIFICATIONS. WHERE CONFLICT EXISTS, THE LARGEST SIZE CALLED FOR SHALL BE USED. 12) SIZE TERMINAL CABINETS AS REQUIRED TO HOUSE ALL TERMINATIONS AND SURGE SUPPRESSION EQUIPMENT. 13) COORDINATE WITH AUTHORITY HAVING JURISDICTION PRIOR TO BID, 14) COORDINATE WITH ELEVATOR INSTALLER PRIOR TO BID. 15) COORDINATE WITH SPRINKLER SYSTEM INSTALLER PRIOR TO BID. 16) COORDINATE EXACT REQUIREMENTS FOR FIRE ALARM TIE TO SPRINKLER SYSTEM AND ELEVATOR WITH RESPECTIVE CONTRACTOR/INSTALLER. PROVIDE ALL ELECTRICAL AS REQUIRED. 17) SHUNT TRIP BREAKERS FOR ELEV. POWER UPON WATER FLOW IN ELEV. EQUIP. ROOM (OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION); NUMBER OF ZONES REQUIRED PER CODES TO MATCH SPRINKLER SYSTEM; ETC. 18) ALL EQUIPMENT/DEVICES TO BE ADDRESSABLE TYPE. 19) EACH DEVICE TO BE INDIVIDUAL ZONE/ANNUNCIATION POINT. 20) ALL STROBES TO BE MINIMUM OF 75 CANDELA. 21) PROVIDE REMOTE INDICATION OF TROUBLE AND ALARM OF ALL DUCT SMOKE DETECTORS IN LOCATION ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. 22) MECHANICAL AIR SYSTEM SHUT -DOWN: A) COORDINATE SHUT -DOWN OF ALL MECHANICAL AIR SYSTEMS WITH DIVISION 15 SPECIFICATIONS, DRAWINGS, AND INSTALLER (AHU'S, EXHAUST FAN'S, FAN TERMINAL BOXES ETC.). B) PROVIDE ALL WORK AND EQUIPMENT TO SHUT -DOWN ALL AIR MOVING EQUIPMENT AS REQUIRED BY APPLICABLE CODES. C) VERIFY, WITH DIVISION 15 CONTRACTOR, LOCATION AND REQUIREMENTS FOR THE INTERFACE TO SHUT DOWN EQUIPMENT UPON FIRE ALARM SIGNAL. D) UNITS REQUIRED TO BE SHUT DOWN BY THE STANDARD MECHANICAL CODE AND NOT REQUIRED TO BE SHUT -DOWN BY THE FIRE ALARM SYSTEM ARE TO HAVE ALL WORK AND EQUIPMENT PROVIDED AND INSTALLED BY DIVISION 15 CONTRACTOR. E) WHERE REQUIRED, INSTALLER SHALL PROVIDE AND INSTALL AN INDIVIDUAL ADDRESSABLE RELAY OR MODULE AT EACH PIECE OF EQUIPMENT (I.E. AHU, EXHAUST FAN TERMINAL BOX, ETC.) FOR SHUTDOWN. DAISY -CHAINING 23) COMPLY WITH ADA REQUIREMENTS. 24) COORDINATE WITH OWNER ON REQUIREMENTS FOR MONITORING THE FIRE ALARM SYSTEM AND PROVIDE ALL ELECTRICAL. 25) CONTRACTOR SHALL PROVIDE, INSTALL AND TERMINATE ALL ELECTRICAL AND FIRE ALARM SYSTEM EQUIPMENT INCLUDING, BUT NOT LIMITED TO, RACEWAYS, WIRE/CABLE, CIRCUIT BREAKERS, MODULES, RELAYS (UL LISTED FOR USE WITH FIRE ALARMS), ETC., NECESSARY TO SHUT DOWN ANY AIR HANDLING UNIT (AHU), SUPPLY FAN, FAN TERMINAL BOX (FTB), ETC. (I.E. ANY AIR MOVING EQUIPMENT) REQUIRED TO BE SHUTDOWN BY FIRE ALARM SYSTEM. THIS REQUIREMENT FOR CONNECTION OF THE FIRE ALARM SYSTEM TO ANOTHER DEVICE OR SYSTEM SHALL BE EXTENDED TO INCLUDE ANY APPLICABLE CODE OR STANDARD, DIRECTLY OR INDIRECTLY REFERENCED BY THE SPECIFICATIONS, THAT REQUIRES INTERFACE WITH THE FIRE ALARM SYSTEM FOR CONTROLS OR MONITORING OF AN AIR MOVING DEVICE IN ORDER TO PROVIDE A COMPLETE CODE COMPLIANT FIRE ALARM SYSTEM. COORDINATE ALL WORK WITH DIVISION 15 (AND/OR ANY OTHER APPLICABLE DIVISION) PRIOR TO ROUGH -IN. 26) CONTRACTOR SHALL PROVIDE, INSTALL AND TERMINATE ALL ELECTRICAL AND FIRE ALARM SYSTEM EQUIPMENT INCLUDING, BUT NOT LIMITED TO, RACEWAYS, WIRE/CABLES, CIRCUIT BREAKERS, MODULES, RELAYS (UL LISTED FOR USE WITH FIRE ALARM), ETC., NECESSARY FOR CONNECTION TO A TAMPER SWITCH, FLOW SWITCH, POST INDICATOR VALVE OR ANY OTHER FIRE PROTECTION DEVICE REQUIRED TO BE CONNECTED TO FIRE ALARM SYSTEM FOR MONITORING PURPOSES (EITHER ALARM, TROUBLE OR SUPERVISION). THIS REQUIREMENT FOR CONNECTION OF THE FIRE ALARM SYSTEM TO ANOTHER DEVICE OR SYSTEM SHALL BE EXTENDED TO INCLUDE ANY APPLICABLE CODE OR STANDARD, DIRECTLY OR INDIRECTLY REFERENCED BY THE SPECIFICATIONS, THAT REQUIRES INTERFACE WITH THE FIRE ALARM SYSTEM FOR CONTROL OR MONITORING OF A DEVICE IN ORDER TO PROVIDE A COMPLETE CODE COMPLIANT FIRE ALARM SYSTEM. COORDINATE ALL WORK WITH DIVISION 15 (AND/OR ANY OTHER APPLICABLE DIVISION) PRIOR TO ROUGH -IN. 27) GENERAL ELEVATOR NOTES: A) OPERATION OF ELEVATORS UNDER FIRE OR OTHER EMERGENCY CONDITIONS - ELEVATORS SHALL CONFORM TO THE REQUIREMENTS OF ANSI A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS, RULE 211.3, MOST RECENT EDITION, AS INCORPORATED HEREIN BY REFERENCE. B) WHEN AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED TO BE INSTALLED THROUGHOUT A BUILDING FOR COMPLETE FIRE PROTECTION COVERAGE, THE PROVISIONS OF ANSI A17.1, RULE 102.2 (MOST RECENT EDITION), WHICH IS INCORPORATED HEREIN BY REFERENCE, SHALL BE APPLICABLE. WHEN AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED TO BE INSTALLED, THE AUTOMATIC SPRINKLER SYSTEM SHALL BE A PRE -ACTION SPRINKLER SYSTEM AND THE PRE -ACTION SPRINKLER SYSTEM SHALL BE INSTALLED IN THE ELEVATOR MACHINE ROOM AND ELEVATOR HOISTWAY. AN APPROVED FIXED TEMPERATURE (135 DEGREES F.) HEAT DETECTOR SHALL BE INSTALLED IN THE ELEVATOR MACHINE ROOM AND ELEVATOR HOISTWAY AS AN INTEGRAL PART OF THE PRE -ACTION SPRINKLER SYSTEM TO AUTOMATICALLY DISCONNECT THE MAIN POWER SUPPLY TO THE AFFECTED ELEVATOR(S) PRIOR TO THE APPLICATION OF WATER. THE MAIN POWER SUPPLY SHALL NOT BE SELF -RESETTING. THE ACTIVATION OF SPRINKLERS OUTSIDE OF THE HOISTWAY OR MACHINE ROOM SHALL NOT DISCONNECT THE MAIN POWER SUPPLY. THE SPRINKLER HEAD LOCATED IN THE ELEVATOR MACHINE ROOM AND THE ELEVATOR HOISTWAY SHALL HAVE AN ACTIVATION TEMPERATURE GREATER THAN THE APPROVED FIXED TEMPERATURE HEAT DETECTOR. C) IN ADDITIONS TO THE REQUIREMENTS OF ANSI A17.1, RULE 211.3(b)(MOST RECENT EDITION), AN APPROVED SMOKE DETECTOR(S) SHALL BE INSTALLED IN THE ELEVATOR HOISTWAY, AND THE MACHINE ROOM MEETING THE REQUIREMENTS OF RULE 4A-47.008. THE ACTIVATION OF THE SMOKE DETECTOR(S) IN THE MACHINE ROOM OR THE ELEVATOR HOISTWAY SHALL CAUSE A SUITABLE WARNING LIGHT TO FLASH. THE LIGHT IS TO BE LOCATED ADJACENT TO THE "PHASE ONE" RECALL SWITCH REQUIRED BY ANSI A17.1 RULE 211.3(a)(MOST RECENT EDITION), OR ELEVATOR HALL BUTTON. THE WARNING LIGHT SHALL BE RED, AND A MINIMUM DIAMETER OF 1/8 INCH. A SIGN SHALL BE INCORPORATED WITH OR ADJACENT TO THE LIGHT AND CONTAIN THE FOLLOWING WORDING, "DO NOT USE ELEVATOR". THE MINIMUM SIZE FOR THE LETTERS OF THE SIGN SHALL BE 1/8 INCH. 28) ALL ITEMS NOTED ON THE LEGENDS DO NOT NECESSARILY APPEAR ON PLANS. FIRE ALARM SYSTEM SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING HEIGHT MOUNTING F❑ MANUAL PULL STATION 4'-0" A.F.F. TO TOP WALL/FLUSH E140 HORN STROBE 80" A.F.F. TO CENTER WALL/FLUSH c w w ci, LL_ LL OF STROBE � 'O L, In STROBE ONLY 80" A.F.F. TO CENTER WALL/FLUSH OF STROBE ® RELAY MODULE --- --- MONITOR MODULE --- --- REMOTE TEST INDICATOR --- SURFACE/FLUSH 8 CEILING MOUNT SMOKE DETECTOR, PHOTO ELECTRIC TYPE --- CEILING DUCT SMOKE DETECTOR --- SURFACE/FLUSH e CEILING MOUNT RATE OF RISE --- CEILING SPRINKLER SYSTEM MONITORING SWITCH CONNECTION. ON PIPE --- TS, FS, SWITCHES BY OTHERS. TS = TAMPER SWITCH FS = FLOW SWITCH PIV = POST INDICATOR SWITCH FAPS FIRE ALARM POWER SUPPLY 4'-0" A.F.F. TO TOP SURFACE/FLUSH o (UNLESS OTHERWISE NOTED FIRE ALARM CONTROL PANEL 6 -0 A.F.F. TO TOP OF FACP WITH SMOKE DETECTOR MOUNTED ABOVE PANEL PER NFPA. FACP (UNLESS SURFACE/FLUSH o OTHERWISE NOTED) 11 02008 ADR!AN BADS P.E.# 52580 ago 'J aa�� aim W' o Z�mZ Lor ALN^ O? W = O I- n Z(nwZa mJ� c w w ci, LL_ LL If— LL Z m � � 'O L, aCCZ w, a x �awL'LitU L m CIO 00 o� rro^to m 0o am CV O 0 m 11 02008 ADR!AN BADS P.E.# 52580 ago mato aa�� aim W' o Z�mZ Lor ALN^ O? W = O I- n Z(nwZa mJ� c w w ci, LL_ LL If— LL Z m � � 'O L, aCCZ w, a x �awL'LitU L CU O'er L (� ow Em loll Elm U z FLOOR NO: 0 DRAWN BY: AT/DA DATE: 7/03/08 9CALE:A5 NOTED 5HEET NO. REV1510N5: REVIEW BY: AWB FROJ. 2008-050 NO. E0s3 0 Lo O I m 0 0 m 0 w n. 1 0 2018 .ADRIAN BADS P.E.# 52580 NORTH ENLARGED ELEC. RM -129 o z' a' , r 0 REVISIONS: MDP SHUNT TRIP IERATOR EMERGENCY POWER SHUNT TRIP-, .RATOR STAND-BY POWER SHUNT TRIP GENTERATOR FUEL SHUT-OFF SERVICE SIGNAGE, SEE DETAIL FIRST FLOOR PLAN - POWER o n s' za' E=IP. SWITC+4 NORTH ENLARGED SYSTEMS RM -130 iia._ ._a.. o z' a VPG; E NORTH ENLARGED ELEV EQUIP. RMA27 o 2' ,r DRAWN BY: AT/DA DATE: 7/03/08 5CALE:A5 NOTED REVIEW BY: AWB PROD. 2008-050 NO. GENERAL NOTES U g cc 1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE. ~ "' 2) REFER TO SPECIFICATIONS. 3) WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE V-) NOT NECESSARILY REPRESENTATIVE OF EXACT""17 PLACEMENT. 4) LOCATIONS FOR DISCONNECT SWITCHES SHOWN ON DRAWINGS IS FOR GENERAL INFORMATION ONLY. o 0 m a 5) MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN SIX (6) FEET OF EQUIPMENT AS REQUIRED 5Y APPLICASLE CODES AND STANDARDS. 4� L 02008 HIAN RAUS P.E.# 52580 � co Q o o Cno m oLn Q o I S o Zm Z > .L O Z W= A ^ n OatyIY^ NZC OF- Z v J t w W j ,� LL L L, LL Z O md m w O y� CQ^a:ZC.� ii W W U m e u<_V_ GUARD 48' A5OVE PIT FLOOR LIGHTING FIXTURES MU HEX NOTES: (DELECTRICAL CONTRACTOR 15 TO COORDINATE .. EXACT LOCATION OF ALL ELECTRICAL CONNECTIONS IN PIT WITH ELEVATOR INSTALLER. PROVIDE AND INSTALL AS REQUIRED THREE (3)150W INCANDESCENT NEMA -4 TYPE FIXTURES WITH GLASS GUARD 48' A5OVE PIT FLOOR LIGHTING FIXTURES SHALL NOT 5E CONNECTED TO THE LOAD SIDE OF A GFCI RECEPTACLE. LOCATE ONE FIXTURE NEAR PIT LADDER AND OTHERS IN COMPLIANCE WITH ELEVATOR INSPECTOR. ONE TOGGLE SWITCH FOR LIGHTS TO 5E NEAR LADDER 36" A5OVE 1st FLOOR LANDING. ONE GENERAL PURPOSE GROUND FAULT CIRCUIT -INTERRUPTER RECEPTACLE AT LADDER, 24" A5OVE PIT FLOOR.ONE RECEPTACLE AT SUMP PUMP (IF FURNISHED), 24" A5OVE PIT FLOOR. O2 ELECTRICAL CONTRACTOR IS TO COORDINATE EXACT LOCATION OF ALL ELECTRICAL CONNECTIONS IN EQUIPMENT ROOM WITH ELEVATOR INSTALLER, PROVIDE AND INSTALL AS REQUIRED. O PROVIDE LOCKABLE DISCONNECT SWITCH WITH 2OA AUXILIARY CONTACTS, REJECTION CLIPS AND RK5 FUSES AS REQUIRED 5Y ELEVATOR INSTALLER. CONNECT ELEVATOR CONTROLLER. SEE MECHANICAL U EQUIPMENT FEEDER SCHEDULE. Z O OCCUPANCY SENSOR SET FOR 20 MINUTE TIME , DELAY. U -� O5 3OAMP 120 VOLT LOCKABLE DISCONNECT SWITCH OL WITH REJECTION CLIPS AND 2OAMP RK5 FUSE. LABEL LL_ "ELEV. GAB LIGHTS AND FAN". CONNECT ELEVATOR U CONTROLLER. (2^2,(1)012 GND. VC. W J 73 O6 PROVIDE ALL ELECTRICAL AS REQUIRED TO SHUNT Lu L TRIP EACH ELEVATOR'S MAIN POWER SOURCE AS z _- REQUIRED TO COMPLY WITH NFPA 10 AND NFPA 12_ c ELEVATOR CA5 LIGHTING, MACHINE ROOM LIGHTING 0 AND POWER AND PIT LIGHTING AND POWER IS NOT TO 5E SHUT DOWN 5Y THIS SHUNT TRIP SYSTEM. SHUNT TRIP SYSTEM IS TO 5E SUPERVISED AS 0 REQUIRED 5Y NFPA 10 AND NFPA 12. 0 GROUND BAR, SEE DETAILS. FLOOR NO: 51-I EET NO. - E I • 0 Q I 00 0 O 04m 0 W CL 2 ALL COMPUTER POWER RECEPTACLES ALL OTHER POWER RECEPTACLES WILL NORTH SECOND FLOOR PLAN - POWER pie._ ,._o.. a a a za XFMR '2L' II II 2MH 2L NORTH ENLARGED ELEC. RM -228 1/401= 11-011 o 2' ,r 0 DRAWN BY: AT/DA REVISIONS: REVIEW BY: AWB DATE: 7/03/08 PROJ, 208-050 NO. SCALE:AS NOTED GENERAL NOTES 00 1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE. 2) REFER TO SPECIFICATIONS. 3) WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ~ ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. ao 00 W 4) LOCATIONS FOR DISCONNECT SWITCHES SHOWN ON DRAWINGS IS FOR GENERAL INFORMATION ONLY. S) MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN SIX (6) FEET OF EQUIPMENT AS REQUIRED 5Y APPLICABLE CODES AND STANDARDS. NEX NOTES: 0 OCCCUPANCY SENSOR SET FOR 20 MINUTE TIME DELAY. N C:) Q C Ow JUS '0 2008 ADRIAN &WS P.E.# 52581 Qoo to (moc� O Lo Z Z � � Ln c = LN� n Z�WZa —j `. WWZjo.l�.LL LLm Qozc7o 4I - W c CVOx 2awW�vZ21=-Lar fM CU O'L -#-a 4-j L. L) 0(i) Ew ills - No U z FLOOR NO: 511EET NO. E 1.2 0 Lo 0 1 co 0 0 m 0 LJ CL m ALL OTHER POWER RECEPTACLES WILL 0 REVISIONS: ROOF PLAN — POWER 1/8p)= 1'-0" 0 4' 8' 24' DRAWN BY: AT/DA I DATE: 1 7/03/08 REVIEW BY: AWBI 'p -0"I 2008-050 NO. 5CALE:A5 NOTED GENERAL NOTES 1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE. 2) REFER TO SPEC IF I CAT IONS. 3) WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. 4) LOCATIONS FOR DISCONNECT SWITCHES 5I4OWN ON DRAWINGS IS FOR GENERAL INFORMATION ONLY. S) MOUNT ALL DISCONNECT SWITCHES FOR MECHANICAL EQUIPMENT WITHIN SIX (6) FEET OF EQUIPMENT AS REQUIRED 5Y APPLICABLE CODES AND STANDARDS. HEX NOTES: O1 RECEPTICLE AND DISCONNECT MAY BE MOUNTED ON RTU IF CONSTRUCTION OF RTU FACILITATES AND INSTALLATIONS TO NOT IMPEDE REMOVAL OF ACCESS PANELS. i 0 2008 IAN BAUS P.E.f 52580 Qoo mo Jap`r' .1 Ln o ZOm= ��� O _ (Ll Z U� LU (D v WLuZmp�LL a�Z z w W= a �8-WWcj V yE _ lM .i�z C U z FLOOR NO: 5HEET NO. E I .3 0 U) 0 1 00 0 0 N z m O w a M ..... . ....... - . .......... -- 1-1-- - -- (2) 2" CONDUITS TO WAREHOUSE FbR FUTUTRE 1/4"= 1'-0" =4 12' A KEV15ION5: SEE ENLARGED PLAN THIS SHEET. GENERAL NOTE5 1) REFER TO GENERAL NOTES ON SHEET 'E001'1. 2) REFER TO SPECIFICATIONS. 3) FIRE ALARM SYSTEM STROBES WITHIN SAME ROOM SHALL FLASH IN SYNCHRONIZATION AS REQUIRED BY NFPA. JUL i 0 2008 ADRIAN BAUS P.'-,# 52530 C�' to 2 mo cn:,- C:, S c' (D c; z m LD r-� cu 6 ZE Z u, w = ccww L .J 00 LL"It �— L L L Z im 0 -d 0 E5 F.: C r cao>< HEX NOTES: z CL LU Lu L5 %-J M a: LZ Q�0 'ro PROVIDE TELEPHONE CONNECTION TO III MIMIti-- = _ 1O ELEVATOR CONTROLLERA5 REQUIRED. CTION PROVIDE FIRE ALARMSYSTEM CONNE TO ELEVATOR CONTROLLER AS REQUIRED. .. .. ...... .... . ..... ...... ... 4 till it TI i: it z:i3 O PROVIDE RELAY AND WIRING AS REQUIRED it— it ........ . .. . 7 ............ .. TO SHUNT TRIP 15REA<ER5 IN ALL PANELS lit nm i;t: iii it 2-r iii FEEDING ELEVATOR ROOM POWER, 1 2 3 01 M CONNECTION TO EQUIPMENT ROOM AUTO ti it ..... . ...... FIRE ALARM DETECTOR, ETC. AS REQUIRED 42P it t Nil it: -7.1. SEE GENERAL ELEVATOR 2PP5Y ANSI Al ............. ... .. .. ... . NOTES. PROVIDE HEAT DETECTORS, ETC. it AS REQUIRED. it MD t: it q. . . . ....... it it MD it ii it OPROVIDE ALL ELECTRICAL AS REQUIRED t: tit l TO SUPERVISE THE CONTROL POWER FOR THE ELEVATOR POWER SHUNT TRIP SYSTEM- ........... ............... . it :�li :t 4 ii IMP 9:Mi 2P . .. ... GB ALI —AT AND SMOKE PROVIDE HE lit 17- DETECTORS AND ASSOCIATED ELECTRICAL ii it it it ti AS REQUIRED 5Y NFPA '12 AND ANSI Al it 2P i t tit ;i ALL DEVICES ARE NOT 6HOWN. A N ; 2P - ----- .... . 2P 60GB" it GROUND BAR, SEE DETAILS. it it .......... ................ . - . ... ..... ....... . ........ ... . ...... -,L . ......... ........... . . . .. . . . . . i ........ ..... ...... . .... ................. . ...... . ..... ------- 70 5OND CABINET/CONDUIT/ETC. TO NEW ... ........ it . . ...... ... .... ......... . ......... .... ....... . ........ ......... . . ....... .... ............... ......... ....... it GROUND 5U55AR WITHIN THE ROOM. REFER • ....... ... ..... . ............ ....... .......... . ............ . ...................... . . . ........... . ....... ......................... TO DETAILS AND SPECIFICATIONS. O .. . ....... PROVIDE (2) PHONE LINES IN 1/2' CONDUIT TO PHONE COMPANY DEMARCATION BLOCK. 90 PROVIDE BATTERY CAPACITY FOR roO ry HOURS OF STANDBY FOLLOWED BY 5 MINUTES OF ALARM. U NORTH FIRST FLOOR PLAN SYSTEMS. w 1/8"= if—oo$ (-4- 0 41 81 24' ��. (jr) 0 7; DRAWN BY: AT/DA DATE: 7/03/06 5CALE:A5 NOTED REVIEW BY: AWB FPIOJ. 2008-050 NO. FLOOR NO: SHEET NO. E3.1. 0 In 0 1 00 0 4� m 0 Ld CL :m NORTH SECOND FLOOR PLAN - SYSTEMS o a a' za' GENERAL NOTES � , J 1) REFER TO GENERAL NOTES ON SHEET 'EOO1'. Gj U , 2) REFER TO SPECIFICATIONS, c' 3) FIRE ALARM SYSTEM STROBES WITHIN SAME W E''' z z �' 00 a, ROOM SHALL FLASH IN SYNCHRONIZATION AS -d a REQUIRED BY NFPA.U Q o m n N d O � JUL 1 0 200$ ADRIAN BAUS P.E.# 52580 to �rn 1�j0 Ln ul to Zm >lr'� 0ZW='Lc^u � Q 6 M cr) n Z WZQ 6) o0 JAW 0-J4 �Z ILL mO'13�W Q R Z co O x NEX NOTES: a W W c a,,, a L M 1O PROVIDE ALL HEAT AND SMOKE DETECTORS AND ASSOCIATED ELECTRICAL AS REQUIRED BY NFPA 12 AND ANSI 41-7-1.'; ALL DEVICES ARE NOT SHOWN. U Z FLOOR NO: 0 DRAWN BY: AT/DA DATE: 7/03/08 SCALE:AS NOTED SHEET NO, REVISIONS: REVIEW BY: AWB PROJ. 2008-050 2 NO. E3,0 0 to O 1 m O O m 0 W CL m 1RH-19 lul 2 _ _. _ — - - k — — - W - _: 4 _ 4 _ ... - _ x1 1 LE f 19x1 A �. 1 RH-19 - a2 0 REVISIONS: A A:. A A 3.` - ` 33 -- 33 J 33 33- _ 33 D -21 �c OD fL NORTW FIRST FLOOR PLAN - LIGHTING 0 a 8' 249 DRAWN BY: AT/DA DATE: 7/03/08 SCALE:A5 NOTED REVIEW BY: AWB PROD. 2008-050 NO. GENERAL NOTES 1) REFER TO GENERAL NOTES FOR THIS DISCIPLINE_ 2) REFER TO SPECIFICATIONS. 3) WHERE CONDUIT ROUTING 15 SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. 4) REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION AND QUANTITY OF ALL LIGHTING FIXTURES. WHERE QUANTITY OF FIXTURES DIFFER FROM THAT SHOWN ON THIS PLAN AND THAT SHOWN ON ARCHITECTURAL REFLECTED CEILING PLAN, CONTRACTOR 16 TO PROVIDE THE HIGHEST QUANTITY OF FIXTURES SHOWN ON BOTH PLANS, WIRED TO LOCAL AREA/ROOM CIRCUITS PER NEC. 5) COORDINATE LIGHTING IN MECHANICAL ROOMS WITH MECHANICAL EQUIPMENT. (o) OCCUPANCY SENSOR LOCATIONS SHOWN ARE DIAGRAMMATIC. CONTRACTOR CO SHALL LOCATE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROVIDE COMPLETE COVERAGE OF SPACE. HEX NOTES (DCONNECT TO LOCAL LIGHTING CIRCUIT AHEAD OF SWITCH. �2 CONNECT TO EMERGENCY LIGHTING CIRCUIT AHEAD OF ALL CONTROLS. �3 EMERSENCY LIGHTING OVERIDE RELAY. REFER TO 'EMERGENCY LIGHTING CONTROL WITH SWITCH - SCHEMATIC'. ® PROVIDE TWO BALLASTS FOR THIS FIXTURE. CONNECT ONE 5ALLAST TO NORMAL POWER CIRCUIT AND OTHER TO EMERGENCY POWER CIRCUIT. �5 NIGHT -LIGHT SWITCH. SEE DETAIL. © CONNECT TH 1 S FIXTURE TO NIGHT LIGHT SWITCH. CONNECT OTHER FIXTURES TO OTHER SWITCH(ES), W .m � a -d W � W z o rn CD U b ~ m Lo Lo N O Q m JUL 1 0 2008 ADRIAN BAUS P.E.# 52580 co Q`�0 m mm N Ln ton" o Q a � � zQmz >Lo 0 C ^ 1.r O F- Z(nLLZQ (YI ^ mJv C) --,* WLLZmaa�W aCCZCD m coo x �Q.WWWoVza'L<A O U z �2.T) 0 FLOOR NO: SHEET NO. E,4 I 0 Lo 0 m 0 0 m 0 La a A 7 7 A 7 H i --.� ...._ A�a A�7 1 2H-4 A a a a a A 7 b -- 4: EM2 1 a a H` v PHOTOCELL 'PC1 A' -- PHOTOCELL 'PC1B'O7 ALL LIGHTING CIRCUITS ALL EMERGENCY LIGHTING SHALL GO TO PANEL 2H ' CIRCUITS SHALL GO TO PANEL UNLESS OTHERWISE NOTED. "IEH' UNLESS OTHERWISE NOTED. NORTH SECOND FLOOR PLAN - LIGHTING 1/8p'= 1 '-0" 0 4' 8' 24' 0 REVISIONS: DRAWN 5Y: AT/DA DATE: 7/03/08 5CALE:A5 NOTED REVIEW BY: AWB PROD. 2008-050 NO. GENERAL NOTES , J W U� o I) REFER TO GENERAL NOTES FOR THIS ,�00CIQ DISCIPLINE. E� w W o z o a> 2) REFER TO SPECIFICATIONS. w o00 3) WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR + DIAGRAMMATIC PURPOSES AND ARE 7 cn NOT NECESSARILY REPRESENTATIVE OF ¢ Ln EXACT PLACEMENT. ao 4) REFER TO ARCHITECTURAL REFLECTED a o CEILING PLANS FOR EXACT LOCATION -- cn AND QUANTITY OF ALL LIGHTING FIXTURES. WHERE QUANTITY OF FIXTURES DIFFER FROM THAT SHOWN ON THIS PLAN AND THAT SHOWN ON ARCHITECTURAL REFLECTED CEILING PLAN, CONTRACTOR IS TO PROVIDE THE p 200$ HIGHEST QUANTITY OF FIXTURES SHOWN JUL ON BOTH PLANS, WIRED TO LOCAL ADRIAN Daus AREA/ROOM CIRCUITS PER NEC_ RE,11 52580 5) COORDINATE LIGHTING IN MECHANICAL ROOMS WITH MECHANICAL EQUIPMENT. 6) OCCUPANCY SENSOR LOCATIONS SHOWN ARE DIAGRAMMATIC. CONTRACTOR QUO N L o SHALL LOCATE IN ACCORDANCE WITH Cr) � � O M MANUFACTURER'S RECOMMENDATIONS. J a o u) O PROVIDE ADDITIONAL SENSORS IF 0 Z m Z .` L REQUIRED TO PROVIDE COMPLETE N cc c; = p m COVERAGE OF SPACE. Z N w a 0 J v a LULu Lo,� aLL Z LL mO-0_ W Ca0ZC3� W W U 0 CDo x a U M C TO LOCAL LIGHTING CIRCUIT L.<� O.i HEX NOTES ■ — (DCONNEC:T TO LOCAL LIGHTING CIRCUIT O.i AHEAD OF SWITCH_ 0' 2O CONNECT TO EMERGENCY LIGHTING L L)0 L) CIRCUIT AHEAD OF ALL CONTROLS. EZ O3 EMERGENCY LIGHTING OVERIDE RELAY. 'EMERGENCY REFER TO LIGHTING CONTROL WITH SWITCH - SCHEMATIC'. 40 PROVIDE TWO BALLASTS FOR THIS FIXTURE. CONNECT ONE BALLAST TO • NORMAL POWER CIRCUIT AND OTHER TO U EMERGENCY POWER CIRCUIT. Z O5 NIGHT -LIGHT SWITCH. SEE DETAIL. m -6 U O6 CONNECT THIS S F IXT URE TO NIGHT HTLI HT r SWITCH. CONNECT OTHER FIXTURES TO ~ 0 OTHER SWITCH(ES). U �„ cz) MOUNT PHOTOCELL AS HIGH AS POSSIBLE � FACING NORTH, LLQ L z° Om rZ O 2 FLOOR NO: SHEET NO. E 4. 2 O O 00 O O m O W a_ m PC1B14 PC1A 15 I PNL '2MH' i i SECOND BOOR � I POWER CO. I 14 PAD MOUNT TRANSFORMER I I (277/480V,3PH,4W) � GENERATOR PNL 'l RL' PNL '1RH' ANNUNCIATOR 0 1A 15 1 1 � 13 26 3 g 1 � (6A13METER 7 80KW 60A 2 � 18 �g277/480VOLT 60A GENE OR XFMR iRL � 11 G- FIRST G 0 El 0 13 0 FLOOR/GRADE _ G E 1 1 /2 C i 3 4 2_ Q #2/0 GROUND WIRE G I _ 1-1/2" C 1-1/2" C A REVISIONS: 21 XFMR 2L 9 MDP zi �XFMR 1L t WI© F�5 PNL '2CL0' 21 Q XFMR 2CLQ 5 PNL '1 HQ' :1) PNL '1 EH' PNL 'l CLQ' Q �-E I 201 Q 5 Q E XFMR 1CLQ QJ _5 Q- E � E - 5 - 5 I I 4 3 2 4 3 2 E J3 E PROVIDE STUBOUTS FROM OFFICE BUILDING FOR WAREHOUSE BUILDING. CAP AND MARK. CD Cj (Jo (y^�cl czl W W p op 00cnb m L0 ao 00 CIPWW N O C5 c o JU'L U 200A ADRIAN CADS P.E.# 52580 8 20 co �ao " moNI a.go NOTES SU RGE SUPPRESSION. �., o ZOmo mo >L� 'ACU CONTRACTOR TO PROVIDE PRIMARY CONDUITS AS REQUIRED BY POWER OZW I cc w 16 �-4 �,� -,.'W [5 m Q w W rL�/�.1�..Zco IF ANY OTHER TYPE OF CONDUIT/TUBING IS USED CONTRACTOR SHALL RESIZE CONDUIT/SIZE AS REQUIRED TO COMPLY WITH THE N, E. C, . li W WzUw U n..z �a #3/0 CU GROUND WIRE TO GROUND RODS. O COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY PRIOR TO BID AND 26 PROVIDE TRANSFORMER PAD IN ACCORDANCE WITH POWER COMPANY 2) USE CABLE REDUCERS AT TERMINATIONS AS REQUIRED TO COORDINATE OVERSIZED PHASE OR NEUTRAL CONDUCTORS O #3/0 CU GROUND WIRE TO BUILDING STEEL. 70 PROVIDE ALL ELECTRICAL AS REQUIRED. 18 REQUIREMENTS. WITH TERMINATION LUG SIZE OR PROVIDE TERMINATION/LUGS SIZED FOR FEEDERS, SHUNT -TRIP". 27 COMBINATION TRANSFORMER, PRIMARY DISCONNECT AND SECONDARY FUSIBLE 14 SEE DETAIL MXB. "WAREHOUSE E -------------------------------------------------------------------------------------- IFEEDERS FOR ----------------------------------------------------------------------------------------------------- 12008-050 MORTON ELECTRIC - OFFICE OVERCURRENT PROTECTION. 1000 VA; 480 VOLT SINGLE PHASE PRIMARY; 120 Jun 14, --------------------------------- 2008 MPE,INC COPYRIGHT I 3/23/90 1 I --------------- IFEEDERS FOR I----------------------------------------------------------------------------------------------------------------------I -------- -------------- ------------------------------- --------- --------------- ;2008-050 MORTON ELECTRIC - OFFICE Jun 14, 2008 --------------- MPE,INC COPYRIGHT ------- - I 3/23/90 1 I I CKT BRKR/FUSE IFEEDER I FEEDER I FEEDER -----------------I REVISED 11/06/07 I 1 1 CKT BRKR/FUSE IFEEDER I FEEDER I FEEDER REVISED 3/12/08 -CI IFEEDER I -------------- 2) I AMPS I VOLT I------------------------------------------------------------- CONNECT SURGE SUPPRESSION VIA DISCONNECT TO EMERGENCY POWER TERMINALS OF TRANSFER SWITCH. 23 GENERATOR FUEL SHUT-OFF BREAK GLASS STATION PER NFPA 110. - ---- ------- I I FEEDER I --------------- I AMPS I VOLT I ------------------------ ----------- -------------- --------------- --------- I I FEEDING I AMP I VOLTS I I DROP I I WIRE/ I NEUT I GROUND IISO GND ORI FEEDER IPARALLELI CONDUIT I I FEEDING I AMP I VOLTS I I DROP I I WIRE/ I NEUT I GROUND IISO GND ORI FEEDER IPARALLELI CONDUIT I I I------------- I SIZE I I------ I------- I I I------ I-------- % I I I PHASE I---------- I WIRE I WIRE IXTRA NEUT I MATERIAL I RUNS ISIZE(IN.)I I I------------- I SIZE I I I % I I PHASE I WIRE I WIRE IXTRA NEUT I------ I------ I------- I-------- I I---------- I---------- I MATERIAL I RUNS ISIZE(IN,)1 I MDP 1 1000 1 480 I 1005 1 0.72 1 I#400 KCMILI#400 I--------- I---------- KCMILI ----- I-------- I---------- I --- I I------- COPPER 1 3 I--------- I I 3.50 1 1 MDP I--------- I---------- I 1000 I 480 1 1000 1 0.78 1 I#350 KCMILI#350 KCMILI ----- I----- I--------- I-------- I ALUMINUM 1 4 I--------- I 1 3.00 1 1 1H 1 125 1 480 1 120 1 0.13 1 1 #1 1 #1 1 #6 1----- I COPPER I 1 1 2.00 1 I ----- I----- I---- I---- I----- I I---- I----- I----- I----- 1 ALUMINUM I----- I----- I I 2H 1 125 I 480 1 120 1 0.13 I I #1 1 #1 I #6 1----- I COPPER I 1 1 2.00 1 I ----- I---- I----- I----- I---- I I----- I----- I----- I----- I ALUMINUM I----- I----- I I 2MH 1 225 I 480 1 230 1 0.12 1 1 #4/0 1 #4/0 I #4 1----- I COPPER I 1 1 2.50 I 1 --'-' I---- I----- I----- I----- I I----- I----- I----- I----- 1 ALUMINUM I----- I----- I I ----- I----- I----- I----- I----- I I----- I----- I---- I----- I COPPER I----- I---- I I ----- I----- I---- I---- I----- I I----- I----- I----- I----- I ALUMINUM I----- I----- I I 1L 1 90 1 208 1 95 I 0.13 1 1 #2 1 #2 1 #8 1 ---- 1 COPPER I 1 1 1.50 1 I ----- I----- I---- I---- I----- I I---- I ---- I----- I----- 1 ALUMINUM I----- I----- I I XFMR PRI 1 40 1 480 1 40 I 0.18 1 1 #8 1----- 1 #10 1---- I COPPER I l I 1,00 I I ----- I----- I----- I ----- I---- I I----- I ---- I----- I----- I ALUMINUM I----- I----- I I 2L 1 125 1 208 1 130 1 0.16 1 1 #1 1 #1 1 #6 1 --- 1 COPPER I 1 1 2.00 I I ----- I----- I----- I----- I---- I I----- I ---- I----- I----- I ALUMINUM I----- I----- I I XFMR PRI 1 60 1 480 1 70 1 0.12 1 1 #4 1----- 1 #10 1----- I COPPER 1 1 1 1.25 I I ----- I---- I----- I----- I---- I I----- I ---- I----- I----- I ALUMINUM I----- I----- I I 1ML 1 225 1 208 1 230 1 0.14 1 1 #4/0 1 #4/0 1 #2 1----- I COPPER 1 1 1 2.50 I I ----- I---- I---- I----- I----- I I----- I----- I----- I----- 1 ALUMINUM I----- I----- I I XFMR PRI 1 100 1 480 1 95 I 0.13 1 1 #2 1----- 1 #8 1 ---- 1 COPPER I 1 1 1,25 I I ----- I----- I---- I----- I----- I I---- I----- I----- I----- 1 ALUMINUM I----- I----- I I ----- I----- I----- I----- I----- I I----- I----- I----- I----- I COPPER I---- I ----- I I ----- I----- I----- I---- I----- I I----- I----- I----- I----- I ALUMINUM I----- I----- I IATS-LS(NORM) 1 60 1 480 1 70 1 0.12 1 1 #4 1 #4 1 #10 1 --- 1 COPPER I 1 1 1.25 1 I ----- I----- I----- I----- I----- I I----- I----- I----- I----- I ALUMINUM I----- I----- I I ATS-LS(GEN) 1 60 I 480 I 70 1 0.58 1 I #4 1 #4 1 #10 1 ---- I COPPER I 1 1 1.25 1 I ----- I---- I----- I----- I---- I I----- I ---- I----- I----- I ALUMINUM I----- I----- I I 1EH 1 60 I 480 1 70 1----- I I #4 1 #4 1 #10 1----- I COPPER 1 1 1 1.25 I 1 ------------- I-- ---- I------- I------- I-- ----- I -I -I---------- I---------- I---------- I------ ---I --- ------ I -------- I ---------I I 2EH 1 60 1 480 1 70 1 ----- 1 1 #4 1 #4 1 #10 1 ----- I COPPER I 1 1 1.25 1 NOTES: 1) CONDUIT SIZE IS BASED ON 2005 N. E. C. FOR EMT, IMC, RMC, FLEXIBLE METAL, AND SCHED 40 PVC. AND I ----- I ----- I ----- I ----- I ----- I I ---- I ----- I ----- I ----- I COPPER I ----- I ----- I IF ANY OTHER TYPE OF CONDUIT/TUBING IS USED CONTRACTOR SHALL RESIZE I ATS-Q(NORM) 1 60 1 480 I 70 I 0.12 1 1 #4 1 #1/0 I #10 1 #1/0 1 COPPER I 1 1 2.00 1 CONDUIT/SIZE AS REQUIRED TO COMPLY WITH THE N. E. C. I ATS-Q(GEN) 1 60 1 480 I 70 1 0.58 1 I #4 I #1/0 1 #10 1 #1/0 I COPPER I 1 I 2.00 1 I 1HO 1 60 I 480 1 70 1 0.06 I 1 #4 1 #1/0 1 #10 1 #1/0 1 COPPER 1 1 1 2.00 1 2) USE CABLE REDUCERS AT TERMINATIONS AS REQUIRED TO COORDINATE OVERSIZED PHASE OR NEUTRAL CONDUCTORS I 1CLQ 1 90 1 208 1 95 1 0.13 1 1 #2 1 #1/0 1 #8 1 #1/0 1 COPPER 1 1 I 2.00 I WITH TERMINATION LUG SIZE OR PROVIDE TERMINATION/LUGS SIZED FOR FEEDERS, I XFMR PRI 1 40 1 480 1 40 1 0,09 I 1 #8 1----- 1 #10 1 ---- I COPPER I 1 1 1.00 1 I 2CLQ 1 45 1 208 1 55 I 0.15 1 1 #6 1 #1/0 1 #8 1 #1/0 I COPPER I 1 1 1.50 1 3) CONTRACTOR IS TO MEGGER TEST ALL FEEDERS PER SPECIFICATIONS, I XFMR PRI I 20 1 480 I 20 I 0,11 I 1 #12 1----- 1 #12 1----- I COPPER I 1 1 0.75 1 1 ----- I----- I----- I----- I----- I I---- I----- I----- I----- I COPPER I----- I----- I I 1RH 1 200 1 480 1 200 1 0.06 1 1 #3/0 I #3/0 1 #6 I----- 1 COPPER 1 1 1 2.50 I 1 1RL 1 90 I 208 1 95 1 0.13 1 1 #2 1 #2 1 #8 1----- I COPPER I 1 1 1.50 I I XFMR PRI 1 40 1 480 I 40 1 0.09 I I #8 I----- 1 #10 I----- I COPPER I 1 1 1.00 I I ----- I----- I----- I----- I----- I I----- I----- I----- I----- I COPPER I----- I----- I PNL '2CL0' 21 Q XFMR 2CLQ 5 PNL '1 HQ' :1) PNL '1 EH' PNL 'l CLQ' Q �-E I 201 Q 5 Q E XFMR 1CLQ QJ _5 Q- E � E - 5 - 5 I I 4 3 2 4 3 2 E J3 E PROVIDE STUBOUTS FROM OFFICE BUILDING FOR WAREHOUSE BUILDING. CAP AND MARK. CD Cj (Jo (y^�cl czl W W p op 00cnb m L0 ao 00 CIPWW N O C5 c o JU'L U 200A ADRIAN CADS P.E.# 52580 8 20 co �ao " moNI a.go NOTES SU RGE SUPPRESSION. �., o ZOmo mo >L� 'ACU CONTRACTOR TO PROVIDE PRIMARY CONDUITS AS REQUIRED BY POWER OZW I cc w 16 �-4 �,� -,.'W [5 m Q O6 W rL�/�.1�..Zco IF ANY OTHER TYPE OF CONDUIT/TUBING IS USED CONTRACTOR SHALL RESIZE CONDUIT/SIZE AS REQUIRED TO COMPLY WITH THE N, E. C, . li W WzUw U n..z �a #3/0 CU GROUND WIRE TO GROUND RODS. O COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY PRIOR TO BID AND 26 I ----- I----- I----- I----- I----- I I----- I----- I----- I----- I COPPER 1----- I----- 1 I ----- I ----- I ----- I ----- I ----- I I ----- I ----- I ----- I ----- I COPPER 1 ---- 1 ----- 1 I-------------I-------I------- I------- I--------I-I- I---------- I ---------- I ---------- HEX O NOTES SU RGE SUPPRESSION. 12 CONTRACTOR TO PROVIDE PRIMARY CONDUITS AS REQUIRED BY POWER LIGHT; 2 SECONDARY FUSES; NEMA 1. SQ D 9070 -SK -1000 -G1 -D1 -P1 -F11. REFER TO MECHANICAL FEEDER SCHEDULE FOR DISCONNECT SWITCH SIZE AND I ---------- I ---------- I -------- I --------- I NOTES: 1) CONDUIT SIZE IS BASED ON 2005 N. E. C, FOR EMT, IMC, RMC, FLEXIBLE METAL, AND SCHED 40 PVC, AND 16 CONTROL CIRCUIT CONNECT TO ALL PC'S, MX'S, TC'S, ETC. " " COMPANY. PROVIDE (2) 5 CONDUITS 36 BELOW GRADE FOR PRIMARY. O6 FEEDER SIZE. IF ANY OTHER TYPE OF CONDUIT/TUBING IS USED CONTRACTOR SHALL RESIZE CONDUIT/SIZE AS REQUIRED TO COMPLY WITH THE N, E. C, . 2O #3/0 CU GROUND WIRE TO GROUND RODS. 13 COORDINATE ALL WORK WITH LOCAL UTILITY COMPANY PRIOR TO BID AND 26 PROVIDE TRANSFORMER PAD IN ACCORDANCE WITH POWER COMPANY 2) USE CABLE REDUCERS AT TERMINATIONS AS REQUIRED TO COORDINATE OVERSIZED PHASE OR NEUTRAL CONDUCTORS O #3/0 CU GROUND WIRE TO BUILDING STEEL. 70 PROVIDE ALL ELECTRICAL AS REQUIRED. 18 REQUIREMENTS. WITH TERMINATION LUG SIZE OR PROVIDE TERMINATION/LUGS SIZED FOR FEEDERS, SHUNT -TRIP". 27 COMBINATION TRANSFORMER, PRIMARY DISCONNECT AND SECONDARY FUSIBLE 14 SEE DETAIL MXB. "WAREHOUSE 3) CONTRACTOR IS TO HEDGER TEST ALL FEEDERS PER SPECIFICATIONS, O4 #3/0 CU GROUND WIRE TO METAL COLD WATER PIPING. SHUNT -TRIP". 20 OVERCURRENT PROTECTION. 1000 VA; 480 VOLT SINGLE PHASE PRIMARY; 120 15 SEE DETAIL MXA VOLT SINGLE PHASE SECONDARY; 65,000 SHORT CIRCUIT RATING; RED PILOT N POWER RISER AVAILABLE FAULT NOTES 1. ASSUMED TRANSFORMER: 500 KVA. 2. ASSUMED SHORT CIRCUIT AMPS AVAIL: 42,958. 3. TO BE VERIFIED WITH LOCAL POWER COMPANY. 4. WHERE AVAILABLE SHORT CIRCUIT/FAULT AMPS FROM POWER COMPANY TRANSFORMER IS HIGHER THEN THAT ASSUMED ABOVE, REVISE RATINGS OF ALL ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, DISCONNECT SWITCHES, ETC. AS REQUIRED TO COORDINATE WITH AVAILABLE AMPS. O5 COPPER GROUND WIRE TO BUILDING STEEL OR METAL COLD WATER PIPING PER LIGHT; 2 SECONDARY FUSES; NEMA 1. SQ D 9070 -SK -1000 -G1 -D1 -P1 -F11. N.E.C.. 16 CONTROL CIRCUIT CONNECT TO ALL PC'S, MX'S, TC'S, ETC. LABEL 'FIRE ALARM SYSTEM'. O6 COORDINATE EXACT METER REQUIREMENTS WITH UTILITY COMPANY AND INCLUDE ALL 17 PROVIDE (2) 4" CONDUITS. REFER TO SITE PLAN EO.11 FOR LOCATION. 28 DIESEL GENERATOR, 80 KW, 277/48OV, 3PH, 4W, WITH WEATHERPROOF ELECTRICAL AS REQUIRED IN BID. ENCLOSURE AND 500 GALLON SUB BASE FUEL TANK. 70 SHUNT TRIP PUSH-BUTTON FOR MDP. LABEL "OFFICE BUILDING NORMAL POWER 18 LIGHTNING ARRESTOR. SHUNT -TRIP". 1 g #2 CU GROUND WIRE TO SERVICE GROUND. ® SHUNT TRIP PUSH-BUTTON FOR WH. LABEL "WAREHOUSE NORMAL POWER "WAREHOUSE SHUNT -TRIP". 20 SHUNT TRIP PUSH-BUTTON FOR MDP. LABEL EMERGENCY POWER SHUNT -TRIP". NOTES O9 SHUNT TRIP PUSH-BUTTON FOR SHUT -DOWN OF THE LIFE SAFETY BRANCH ANDGENERAL 21 REFER TO PANEL SCHEDULE FOR TRANSFORMER SIZE. SHUNT -TRIP FOR SHUT -DOWN OF THE EQUIPMENT BRANCH. PROVIDE 2 LABELS. 1) REFER TO GENERAL NOTES ON SHEET E0.1. 10 60OV, 30 AMP, 3P, 5/N, NEMA DISCONNECT SWITCH WITH 30 AMP FUSES. 22 PROVIDE IN-LINE FUSING (USE IN-LINE FUSE KIT). 2) REFER TO SPECIFICATIONS. CONNECT SURGE SUPPRESSION VIA DISCONNECT TO EMERGENCY POWER TERMINALS OF TRANSFER SWITCH. 23 GENERATOR FUEL SHUT-OFF BREAK GLASS STATION PER NFPA 110. 3) ALL HEX NOTES NOT NECESSARILY USED ON ALL SHEETS. 24 WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR 1 1 GROUND BUS BAR, SEE DETAIL. AUTOMATIC TRANSFER SWITCH. 4 POLE. 277/48OV, 30, 4W, 42,000 AMPS DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF WITHSTAND RATING. SEE FEEDER SCHEDULES FOR SIZES . EXACT PLACEMENT. DRAWN BY: AT/DA DATE: 7/03/08 5CALE:A5 NOTED REVIEW BY: AWB PROJ. 2008-050 NO. U z FLOOR NO: 5HEET NO. E5. 0 to 0 ao 0 0 m 0 11W n I----------------------------------------------------------------- I COPYRIGHT MPE,INC 1/27/89 (VOLTS L/N: 277 IVOLTS PH.: 480 <------AIC RATING-------> ➢ISTRIBU IPHASE ; 3 SERIES RATED ; N/A KA(x) IMOUNTING ; SURF FULLY RATED : 65 KA MLO(xx*); (TYPE HCWM-U (*)NOTE; MAY REQUIRE FULL MCB IMFR ; SQ D RATING TO ACHIEVE. SH,TRIP IGENERAL NOTES: I(1) ALL G B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. 1(2) ALL C,B,'S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE. 1(3) ALL C,B,'S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR, 1(4) ALL C,B,'S FEEDING HID LTG TO BE HID RATED. I 1 690 TOTAL AMPS A PHASE (xxx) NOTE; SIZE SHOWN 1 690 TOTAL AMPS B PHASE ACCEPTABLE MLO Al 1 690 TOTAL AMPS C PHASE SIZE IF REQUIRED I NONE ERROR CODE POLES SHOWN HERE: I------------------------------------------------------------------ IDESCR IPTION I LOAD I TYPE I I I I C. B. I C. B. I CKT, I I I CONN I I AMPS I AMPS I AMPS IAMPS (POLE I NO. I (PANEL 1H 71 14 I 66 I\\\\\\I\\\\\\I 125 I 3 1 1 1 1----- 1----- (PANEL IML 52 14 I 52 I\\\\\\I\\\\\\I 100 I 3 1 7 1 1----- 1----- IPANEL 2H 84 14 I 79 I\\\\\\I\\\\\\I 125 I 3 1 13 I I----- 1----- 84 14 I\\\\\\I\\\\\\I 79 I------I-----I 17 1 IPANEL 2MH 141 14 I 141 I\\\\\\I\\\\\\I 225 I 3 1 19 I 1 I _____ (PAN WH EL 150 I 5 150 I\\\\\\I\\\\\\I I 200 3 I 25 I 1----- 1----- IPANEL 1RH 105 14 I 105 I\\\\\\I\\\\\\I- 200-I 3 I 31 I I ----- I 105 14 I\\\\\\I\\\\\\I 105 I I I 35 I ISPACE 0 14 I 0 1\\\\\\I\\\\\\I 1 3 1 37 1 1----- 1----- I I 0 I\\\\\\I\\\\\\I I I\\\\\\I 0 I\\\\\\I I I\\\\\\I\\\\\\I 0 I I I 0 I\\\\\\I\\\\\\I I I\\\\\\I 0 I\\\\\\I I I\\\\\\I\\\\\\I 0 I I I 0 I\\\\\\I\\\\\\I I I\\\\\\I 0 I\\\\\\I I I\\\\\\I\\\\\\I 0 I I I 0 I\\\\\\I\\\\\\I I I\\\\\\I 0 I\\\\\\I I I\\\\\\I\\\\\\I 0 I ?EV. 4/5/07 DEPTH(IN, ); 9.50 1 'ON PANEL :MDP WIDTH(IN, ); 42 1 COPPER BUS: SEE SPECS I PLUG-IN ; N/A I 1000 GFI PROT; ----- BOLT -ON ; YES I 'ES NEMA 3R ; I ----------------------------------------------------------I ____ NOTE; NON-LINEAR PNL, 2007 NEUTRAL I _____ NOTE; ISOLATED GROUND BUS 1 # NOTE; SHUNT TRIP C. B. I _____ NOTE: GFI C. B. - I # NOTE: PROVIDE THRU FEED LUGS FOR OTHER PANELS, I ------------------------------------------------------------I MAIN SERVICE CALC,:NO I S MINIMUM ACTUAL CONN. LOAD : 574 690 AMPS( 'ERAGE•INCREASE NEC LOAD/DEMAND ; 558 671 AMPS( 'OR QUANTITY OF NEC DIVERSITY 558 671 AMPS( I. XFMR KVA : 0 1 -----------------------------------------------------------I CKT. I C, B. I C. B. I I I I DESCR I PTION I LOAD ITYPE I NO, IPOLE IAMPS IAMPS (AMPS (AMPS I I CONN I I -----I-----I-----I-----I-----I-----I-----------I------I----I 2 1 3 1 60 I 33 I\\\\\I\\\\\(PANEL 1HQ 33 14 I 8 1 3 1 60 1 22 1\\\\\I\\\\\IPANEL lEH 22 14 1 � t4 I 3 1 70 I 27 I\\\\\I\\\\\(ELEVATOR 27 15 I 27 15 1 20 1 3 1 30 1 5 1\\\\\I\\\\\ILIFT STATION 5 5 1 5 5 1 5 5 1 26 1 3 1 I 0 1\\\\\I\\\\\(SPACE 0 14 1 30 I I I\\\\\I\\\\\I 0 1 0 14 1 32 1 3 1 —_I 0 1\\\\\I\\\\\(SPACE 0 14 1 0 14 1 36 I I I\\\\\I\\\\\I 0 1 0 14 I 0 1 0 1 42 I I I\\\\\I\\\\\I 0 1 0 1 I 0 I\\\\\I\\\\\I I I\\\\\I 0 I\\\\\I I I\\\\\I\\\\\I 0 I 1 I 0 I\\\\\I\\\\\I I I\\\\\I 0 I\\\\\I I I\\\\\I\\\\\I 0 I 1 I 0 I\\\\\I\\\\\I I I\\\\\I D I\\\\\I I I\\\\\I\\\\\I 0 I 1 I 0 I\\\\\I\\\\\I I I\\\\\I D I\\\\\I I I\\\\\I\\\\\I 0 I 1 I PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 I IVOLTS L/N; 277 I (VOLTS L/N: 120 1L DEPTH(IN, ); 5.75 1 IVOLTS PH.; 480 DEPTH([N. ); 5.75 1 (VOLTS PH.; 208 1 (------AIC RATING-------) IPHASE ; PANEL ;1L MLO(l"); 125 SECTIONS : 1 I IPHASE ; 3 SURF SERIES RATED ; 10 KA00 MCB MLO(xxx);_----- SECTION WIDTH(IN,); SECTION WIDTH(IN,), 20 1 IMOUNTING ; SURF (*)NOTE: MAY REQUIRE FULL FULLY RATED : KA ; -___— MCB ; 125 YES PLUG-IN ; YES I (TYPE : NQOD ;COPPER (*)NOTE; MAY REQUIRE FULL SH,TRIP : ------ I BOLT-ON ; N/A I IMFR : I SQ D -------------I NON-LINEAR PNL, 200% NEUTRAL RATING TO ACHIEVE. I BUS :COPPER HVAC EQUIPMENT TO BE HACR TYPE. NEMA 3R ; __ I (GENERAL NOTES; ------------------------------------------------------------ 1 1(2) ALL C, B,' S FEEDING ELEV, EQUIP, TO BE SHUNT -TRIP _____ NOTE; NON-LINEAR PNL, 2007 NEUTRAL SHUNT TRIP C, B, I 1(1) ALL C.B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. ELEV, EQUIP, TO BE SIZED AS _____ NOTE! ISOLATED GROUND BUS 1(2) ALL C, B.' 1 1(2) ALL C, B.' S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE, # NOTE: SHUNT TRIP C, B, I 1 I(3) ALL C. B.' S FEEDING ELEV, EQUIP. TO BE SIZED AS REQUIRED BY MFR. _____ NOTE, GFI C. B. 1 1 1(4) ALL C. B,' 1-----------------------------------------------------------------------------------------------------------------------------I S FEEDING HID LTG TO BE HID RATED. NOTE; SIZE SHOWN IS MINIMUM # # NOTE; SIZE CB PER MFR, RECOMMENDATIONS. I AM PERAGE.INCREASE TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE.INCREASE NEC LOAD/DEMAND : 55 67 AMPS( 1 72 MAIN SERVICE :NO TOTAL AMPS C PHASE I 1 91 67 AMPS( TOTAL AMPS A PHASE (x*x) NOTE; SIZE SHOWN IS MINIMUM POLES, ACTUAL CONN. LOAD : 31 85 AMPS( 1 87 1 ----------------------------------------------------------------------------------------------------------------------I I DESCRIPTION I TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE.INCREASE NEC LOAD/DEMAND ; 26 71 AMPS( 1 85 I I I-----------I------I----I------I------I CONN I TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 26 71 AMPS( I NONE ISPACE 0 ERROR CODE POLES, I----- I-----I-----I-----I-----I-----I 1 2 1 1 1 20 ----------I-----I----I 1 2 1\\\\\I\\\\\ILIGHT CONT, XFMR KVA ; 45 5 1 1 ---------------------------------------------------------------------------------------------------------------------------I I DESCR IPTION I LOAD I TYPE I I I I C. B. I C. B. I CKT, I I CKT. I C. B, I C, B. I I I I DESCRIPTION I LOAD ITYPE I I I I-----------I------I----I------I------I------I------I-----I-----I CONN I I AMPS I AMPS I AMPS I AMPS IPOLE I NO. I I NO, (POLE (AMPS IAMPS (AMPS IAMPS I I CONN I I IRECEPTS 9 4 1 14 I\\\\\\I\\\\\\I 20 I 1 1 I I I------I-----I I 2 1 1 --- 1 20 I-----I-----I-----I-----------I------I----I I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 IRECEPTS 9 4 1\\\\\\I 14 1\\\\\\I 20 1 1 1 3 1 1 4 1 1 1 20 1\\\\\I 14 1\\\\\IRECEPTS 9 4 1 IRECEPTS 9 4 1\\\\\\I\\\\\\I 14 I 20 I 1 1 S I I 6 1 1 1 20 I\\\\\I\\\\\I 14 IRECEPTS 9 4 1 IREFRIDGE 10 5 1 10 I\\\\\\I\\\\\\I 20 I 1 1 7 I I 8 1 1 1 20 I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 (MICR WAV O E 10 5 1\\\\\\I 10 I\\\\\\I 20 I 1 1 9 I I 10 I 1 1 20 I\\\\\I 14 I\\\\\IRECEPTS 9 4 1 IRECEPTS 9 4 1\\\\\\I\\\\\\1 14 1 20 1 1 1 11 11 12 1 1 1 20 1\\\\\I\\\\\1 14 IRECEPTS 9 4 1 IIWH 20 5 1 20 I\\\\\\I\\\\\\I 25 I 1 1 13 I I 14 I 1 1 20 I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 IIWH 20 5 1\\\\\\I 20 I\\\\\\I 25 I 1 1 15 I I 16 I 1 1 20 I\\\\\I 5 1\\\\\(FUTURE SIGN 5 5 1 IVACCUM 7 4 1\\\\\\I\\\\\\I 11 I 20 I 1 1 17 I I 18 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 (LIGHTS 116 2 1 ] I\\\\\\I\\\\\\I 20 I 1 1 19 I I 20 I 1 1 20 I D I\\\\\I\\\\\ISPARE 0 1 (LIGHTS 507 2 1\\\\\\I 4 1\\\\\\I 20 I 1 1 21 I I 22 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 (ELEVATOR LTS 240 2 1\\\\\\I\\\\\\I 2 1 20 I 1 1 23 I I 24 I 1 1 20 I\\\\\I\\\\\1 5 IEF 1,2,3,4,5 5 9 1 ISPARE 0 I 28 I\\\\\\I\\\\\\I 40 I 0 1\\\\\\I\\\\\\I 20 I 1 1 25 I I 26 I 3 1 15 I 2 1\\\\\I\\\\\IGEN COOL H. 2 5 1 I\\\\\\I 28 I\\\\\\I-----I ----I 39 I I 40 I-----I-----I\\\\\I 1 20 0 1\\\\\I ---- 0 1 1----- 33 14 2 5 1 IRECEPTS 2 4 1\\\\\\I\\\\\\I 3 1 20 I 1 1 29 I I 30 I-----I-----I\\\\\I\\\\\I I 0 1\\\\\\I\\\\\\I 2 1----- 2 5 1 IRECEPTS 3 4 1 5 1\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 IRECEPTS 1 4 1\\\\\\I 2 1\\\\\\I 20 1 1 1 33 1 1 34 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 I ISPARE 0 I 36 I 1 I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I# 38 I 3 I 0 1\\\\\\I\\\\\\I 20 I 1 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP, 0 1 ISPARE 0 I 40 I-----I-----I\\\\\I I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 40 I-----I-----I\\\\\I 0 0 1\\\\\I----- 0 1 ISPARE 0 ---------------------------------------------------------- 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 41 I I 42 I-----I-----I\\\\\I\\\\\I I 0 1\\\\\\I\\\\\\I 0 1----- 0 1 I 0 14 I 0 1\\\\\\I\\\\\\I I IS.F. S IIS. F. I I 1 0 1\\\\\I\\\\\I 0 I 14 I 14 1 ------------------------------------------------------------------------------------------ -IS.F. I IS.F. I ----- I----I\\\\\I 0 1\\\\\I---------- 0 14 1 --------------------------------------------------------------------------------- 14 1 I -IS.F. I IS.F. I ----- I----I\\\\\I\\\\\I 0 1---------- 0 14 1 I 0 REVISIONS: I PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 I IVOLTS L/N; 277 I IVOLTS L/N; 120 1L DEPTH(IN, ); 5.75 1 IVOLTS PH.; 480 (------AIC RATING------> PANEL ;III IVOLTS PH.: SECTIONS 1 1 IPHASE ; 3 SERIES RATED : 42 KA(*) MLO(l"); 125 1 SECTION WIDTH(IN,), 20 1 (MOUNTING ; SURF FULLY RATED :KA MCB _ SECTION WIDTH(IN,); PLUG-IN : N/A I ITYPE : NF (*)NOTE: MAY REQUIRE FULL SH,TRIP ; -___— ; 125 BOLT -ON : YES I IMFR ; SQ D RATING TO ACHIEVE, BUS ;COPPER SH,TRIP NEMA 3R : NEMA 3R :_____ I -------------- ---------------------------------------------------------- IGENERAL NOTES: I IMFR ; ------------------------------------ _____ NOTE; -------------I NON-LINEAR PNL, 200% NEUTRAL NON-LINEAR PNL, 200% NEUTRAL I I(1) ALL C,B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. HVAC EQUIPMENT TO BE HACR TYPE, __ NOTE: ISOLATED GROUND BUS ------------------------------------------------------------ 1 1(2) ALL C, B,' S FEEDING ELEV, EQUIP, TO BE SHUNT -TRIP TYPE, _____ NOTE: SHUNT TRIP C, B, FEEDING 1 I(3) ALL C. B.' S FEEDING ELEV, EQUIP, TO BE SIZED AS REQUIRED BY MFR. _____ NOTE, GFI C, B. 1(2) ALL C, B.' 1 1(4) ALL C. B.' S FEEDING HID LTG TO BE HID RATED, NOTE; # NOTE; SIZE CB PER MFR, RECOMMENDATIONS, I S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR, _____ NOTE; GFI C. B. MAIN SERVICE ;NO 1 I 1 72 HID LTG TO BE HID RATED, TOTAL AMPS A PHASE (xx*) NOTE; SIZE SHOWN IS MINIMUM # ACTUAL CONN. LOAD ; 60 72 AMPSI 1 72 AM PERAGE.INCREASE TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE.INCREASE NEC LOAD/DEMAND : 55 67 AMPS( 1 72 ---------- TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY Of NEC DIVERSITY 55 67 AMPS( I NONE 1 119 ERROR CODE POLES, AMPS( 1 91 XFMR KVA 0 I CKT, I 1 ----------------------------------------------------------------------------------------------------------------------I I DESCRIPTION I LOAD I TYPE I I I I C. B. I C. B. I CKT. I I CKT, I C. B. I C. B. I I I I DESCR IPTION I LOAD ITYPE I I I I-----------I------I----I------I------I CONN I I AMPS I AMPS I AMPS I AMPS -----I-----I-----I-----I (POLE I NO, I I NO, (POLE IAMPS IAMPS IAMPS IAMPS I I CONN I I ISPACE 0 I 0 1\\\\\\I\\\\\\I 1 3 1 1 1 I----- I-----I-----I-----I-----I-----I 1 2 1 1 1 20 ----------I-----I----I 1 2 1\\\\\I\\\\\ILIGHT CONT, 2 5 1 1----- 0 I\\\\\\I 0 1\\\\\\I-----I-----I 3 I I 4 1 1 1 20 I\\\\\I 0 1\\\\\(SPARE 0 1 1----- 0 I\\\\\\I\\\\\\I 0 1-----I ----I S I I 6 1 1 1 20 I\\\\\I\\\\\I 0 (SPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 7 I I 8 1 1 1 20 I 0 1\\\\\I\\\\\(SPARE 0 1 ISPARE 0 1\\\\\\I 0 1\\\\\\I 20 1 1 1 9 1 1 10 I 1 1 20 1\\\\\1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 11 I I 12 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 13 I I 14 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\ I 0 1\\\\\\ I 20 I I I 15 I I 16 I I I 20 I\\\\\ 1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 17 I I 18 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPACE 0 I 0 1\\\\\\I\\\\\\I I 1 1 19 1 1 20 1 1 1 I 0 1\\\\\I\\\\\(SPACE 0 1 ISPACE 0 1\\\\\\I 0 1\\\\\\1 I 1 1 21 1 1 22 1 1 1 I\\\\\I 0 1\\\\\(SPACE 0 1 ISPACE 0 I\\\\\\I\\\\\\I 0 1 1 1 1 23 1 1 24 1 1 1 I\\\\\I\\\\\I 0 (SPACE 0 1 ISPACE 0 I 0 1\\\\\\I\\\\\\I I 1 1 25 1 1 26 1 1 1 I 0 1\\\\\I\\\\\(SPACE 0 1 ISPACE 0 I\\\\\\I 0 1\\\\\\I I 1 1 27 1 1 28 1 1 1 I\\\\\I 0 1\\\\\(SPACE 0 1 IGEN,LTG. 2 1 10 I\\\\\\I\\\\\\I 20 I 1 1 19 I I 20 I 1 I 20 I 4 1\\\\\I\\\\\IEF 6,7,8,9 IGEN,LTG. (LIGHTS 1170 2 1\\\\\\I 10 I\\\\\\I 20 I 1 1 21 I I 22 I 1 IGEN,LTG, 1661 1 1\\\\\\I 6 1\\\\\\I 20 I 1 1 33 I I 34 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 IGEN,LTG, 1017 1 1\\\\\\I\\\\\\I 4 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IPANEL 1L 33 14 I 28 I\\\\\\I\\\\\\I 40 I 3 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP. 0 1 I(VIA XFMR) 33 14 I\\\\\\I 28 I\\\\\\I-----I ----I 39 I I 40 I-----I-----I\\\\\I 1 20 0 1\\\\\I ---- 0 1 1----- 33 14 I\\\\\\I\\\\\\I 28 I-----I----I 41 I I 42 I-----I-----I\\\\\I\\\\\I ------------------------------------------------ 1 29 I 0 1----- 0 1 I I 0 14 I 0 1\\\\\\I\\\\\\I I IS.F. I I& F. I I 1 0 1\\\\\I\\\\\I 0 I 14 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 S. F. I IS. F. I----- I -----1\\\\\l 0 1\\\\\l ------- — - 0 14 1 ----------------------------------------------------------------------------- I 34 I 1 1 20 I---- -IS.F. I IS.F, I ----- I ----- 1\\\\\I\\\\\I 0 1--------- 0 14 I I I PANEL COPYRIGHT MPE,INC COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 I I (VOLTS L/N; I IVOLTS L/N; 120 1L DEPTH(I N.) ; DEPTH(IN. ); 5.75 I IVOLTS PH.; DEPTH(IN. ): 5.75 1 IVOLTS PH.: 208 SECTIONS ; (------AIC RATING-------> PANEL 12L 3 SECTIONS ; 1 1 IPHASE ; 3 1 SERIES RATED ; 10 KA(x) SURF MLD(***);------ MCB SECTION WIDTH(IN,); 20 1 IMOUNTING ; SURF ITYPE : FULLY RATED ; _ KA (*)NOTE: MAY REQUIRE FULL MCB ; 125 ITYPE ; PLUG-IN : YES I ITYPE : NQOD RATING TO ACHIEVE, (*)NOTE; MAY REQUIRE FULL SH,TRIP :----- NEMA 3R :_____ BOLT -ON : N/A I IMFR ; SQ D ----------------------------------------------- _____ RATING TO ACHIEVE. NON-LINEAR PNL, 200% NEUTRAL BUS :COPPER I(1) ALL C,B,'S NEMA 3R : HVAC EQUIPMENT TO BE HACR TYPE, I ------------------------------- IGENERAL NOTES; NOTE: ------------------------------------------------------------ ---I I 1 _____ NOTE: --- NON-LINEAR PNL, 200% NEUTRAL _____ I I(1) ALL C.B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. 1(3) ALL C. B.' _____ NOTE; ISOLATED GRIIUND BUS GFI C. B. 1 1(2) ALL C, B.' S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE. _____ NOTE; SHUNT TRIP C, B, SIZE CB PER MFR, RECOMMENDATIONS. 1 1(3) ALL C, B,' S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR, _____ NOTE; GFI C. B. I 1 1(4) ALL C,B,'S FEEDING HID LTG TO BE HID RATED, 1 141 ACTUAL CONN, LOAD : 70 # NOTE; SIZE CB PER MFR, RECOMMENDATIONS, I ------------------------------------------------------------------------------------- AM PERAGE.INCREASE NEC LOAD/DEMAND : 66 79 AMPS( 1 84 119 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF MAIN SERVICE :NO ---------- I I 1 103 AM PERAGE,INCREASE ERROR CODE POLES, TOTAL AMPS A PHASE (xa) NOTE: SIZE SHOWN IS MINIMUM 1 119 ACTUAL CONN, LOAD: 32 88 AMPS( 1 91 LOAD ITYPE I I I I C. B. I C. B. I CKT, I TOTAL AMPS B PHASE ACCEPTABLE MLO AMPERAGE.INCREASE NEC LOAD/DEMAND : 28 77 AMPSI 1 88 I AMPS I AMPS I AMPS I AMPS (POLE -----I------I-----I-----I I NO. I TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 28 77 AMPSI I NONE 1 4 1\\\\\\I\\\\\\I 20 I 1 1 I I ERROR CODE POLES. I 2 1\\\\\I\\\\\(LIGHTS 505 2 1 XFMR KVA ; 45 1092 1 1 -------------------------------- (DESCRIPTION I LOAD ---------------------------------------------------- I TYPE I I I I C. B. I C. B, I CKT. I I CKT. I C, B, I C. B. - - -------------------------------- I I I I DESCRIPTION I LOAD I ITYPE I I I I-----------I------I----I------I------I------I-----I-----I-----I CONN I I AMPS I AMPS I AMPS I AMPS (POLE I NO, I I NO, IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I IRECEPTS 9 4 1 14 I\\\\\\I\\\\\\I 20 I 1 1 I I I----- I-----I-----I----I-----I-----I I 2 1 1 1 20 ---------I-----I----I I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 IRECEPTS 9 4 1\\\\\\I 14 I\\\\\\I 20 I 1 1 3 I I 4 1 1 1 20 I\\\\\I 14 I\\\\\IRECEPTS 9 4 1 IRECEPTS 9 4 1\\\\\\I\\\\\\I 14 I 20 I 1 1 S I I 6 1 1 1 20 I\\\\\I\\\\\I 14 IRECEPTS 9 4 1 IRECEPTS 9 4 1 14 I\\\\\\I\\\\\\I 20 I 1 1 7 I I 8 1 1 1 20 I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 (COFFEE 10 5 1\\\\\\I 10 1\\\\\\1 20 1 1 1 9 1 1 10 I 1 1 20 1\\\\\I 14 1\\\\\IRECEPTS 9 4 1 IREFRIDGE 10 5 1\\\\\\I\\\\\\I 10 I 20 I 1 1 11 I I 12 I 1 1 20 I\\\\\I\\\\\I 14 IRECEPTS 9 4 1 IIWH 20 5 1 20 I\\\\\\I\\\\\\I 25 I 1 1 13 I I 14 I 1 1 20 I 14 I\\\\\I\\\\\IRECEPTS 9 4 1 IIWH 20 5 1\\\\\\I 20 I\\\\\\I 25 I 1 1 15 I I 16 I 2 1 20 I\\\\\I 11 I\\\\\IDCU 1 11 12 1 I\\\\\\I 0 1\\\\\\I 20 I 1 1 27 I I 28 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 11 12 1 (LIGHTS 1235 2 1 10 I\\\\\\I\\\\\\I 20 I 1 1 19 I I 20 I 1 I 20 I 4 1\\\\\I\\\\\IEF 6,7,8,9 4 9 1 (LIGHTS 1170 2 1\\\\\\I 10 I\\\\\\I 20 I 1 1 21 I I 22 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 (LIGHTS 845 2 1\\\\\\I\\\\\\I 7 1 20 I 1 1 23 I I 24 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IRECEPTS ] 4 1 2 1\\\\\\I\\\\\\I 20 I 1 1 25 I I 26 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I 4D I-----I-----I\\\\\I 1\\\\\\I 0 1\\\\\\I 20 1 1 1 27 1 1 28 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 29 I I 30 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 -IS.F, I\\\\\\I 0 1\\\\\\I 20 I 1 1 33 I I 34 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 IS.F. I I 0 1\\\\\\I\\\\\\I 20 I 1 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP, 0 1 ISPARE 0 IS.F. I-----I-----1\\\\\I I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 40 I-----I-----I\\\\\I 0 1\\\\\I ---- 0 1 ISPARE 1---------------------- 0 - I\\\\\\I\\\\\\I 0 1 - ----------------------------------- 20 I 1 1 41 I I 42 I-----I-----I\\\\\I\\\\\I 0 1---- 0 1 I 0 14 I 0 1\\\\\\I\\\\\\I I IS.F. I IS.F. I II 0 1\\\\\I\\\\\I 0 ----I I 14 1 I--__-IS.F. I IS.F. I--I---1\\\\\I 0 1\\\\\I --_------- 0 14 1 ------------------------------------------------------------------------------------------ IS.F. I IS.F, 1-----1----- 1\\\\\I\\\\\I 0 1--------- ------------ 0 14 1 I I PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 1/27/89 REV.4/5/07 1H I I (VOLTS L/N; 277 120 PANEL 1L DEPTH(I N.) ; DEPTH(IN. ); 5.75 I IVOLTS PH.; 480 <------AIC RATING------> PANEL ;2H (------AIC RATING-------> SECTIONS ; 1 I IPHASE 1 3 SERIES RATED ; 42 KA(x) MLO(Ixx), 125 3 SECTION WIDTH(IN.); 20 1 IMOUNTING ; SURF FULLY RAT ED : KA MCB IMOUNTING ; SURF - PLUG-IN 1 N/A I ITYPE : NF (*)NOTE: MAY REQUIRE FULL SH,TRIP :______ ITYPE ; BOLT -ON ; YES I IMFR : SQ D RATING TO ACHIEVE, BUS :COPPER I NEMA 3R :_____ SQ D I IGENERAL NOTES: BUS ;COPPER ----------------------------------------------- _____ NOTE: NON-LINEAR PNL, 200% NEUTRAL I I I(1) ALL C,B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, ISOLATED GROUND BUS ____ NOTE: ISOLATED GROUND BUS ---I I 1 1(2) ALL C. B.' S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE, _____ NOTE: SHUNT TRIP C, B. S FEEDING 1 1(3) ALL C. B.' S FEEDING ELEV. EQUIP, TO BE SIZED AS REQUIRED BY MFR, __ __ NOTE, GFI C. B. SHUNT TRIP C, B, 1 1(4) ALL C,B,'S FEEDING HID LTG TO BE HID RATED. ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR. __ __ # NOTE; SIZE CB PER MFR, RECOMMENDATIONS. I -----------------------------------------------------------------------------------------------------------------------------I I FEEDING HID LTG TO BE HID RATED. # NOTE: MAIN SERVICE :NO I I 1 84 141 TOTAL AMPS A PHASE (xxx) NOTE; SIZE SHOWN IS MINIMUM 1 141 ACTUAL CONN, LOAD : 70 84 AMPS( 1 84 I TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE.INCREASE NEC LOAD/DEMAND : 66 79 AMPS( 1 84 119 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 66 79 AMPS( I NONE AM PERAGE,INCREASE ERROR CODE POLES, 119 AMPS( 1 119 XFMR KVA 0 -----------------------------------------------------------------------------------------------------------------------------1 I DESCRIPTION I 1 I DESCRIPTION I LOAD ITYPE I I I I C. B. I C. B. I CKT, I I CKT, I C. B. I C, B. I I I I DESCR IPTION I LOAD ITYPE I I I I-----------I------I----I------I------I CONN I I AMPS I AMPS I AMPS I AMPS (POLE -----I------I-----I-----I I NO. I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I IGEN.LTG, 1053 1 1 4 1\\\\\\I\\\\\\I 20 I 1 1 I I I------I-----I-----I-----I-----I-----I----------I------I----I I 2 1 1 1 20 I 2 1\\\\\I\\\\\(LIGHTS 505 2 1 IGEN,LTG, 1092 1 1\\\\\\I 4 1\\\\\\I 20 I 1 1 3 I I 4 1 1 1 20 I\\\\\I 1 1\\\\\(LIGHTS 390 2 1 IGEN,LTG, 2028 1 1\\\\\\I\\\\\\I 7 1 20 I 1 1 S I I 6 1 1 1 20 I\\\\\I\\\\\I 0 (SPARE 0 1 IGEN,LTG, 1898 1 1 7 1\\\\\\I\\\\\\I 20 I 1 1 7 I I B I 1 1 20 I 0 1\\\\\I\\\\\(SPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 9 I I 10 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I D I 20 I 1 1 11 I I 12 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 13 I I 14 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\ I 0 1\\\\\\ I 20 I 1 1 15 I I 16 I 1 1 20 I\\\\\ 10 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 17 I I 18 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 19 I I 2D I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 21 I I 22 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 23 I I 24 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 25 I I 26 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 27 I I 28 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 29 I I 30 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 0 20 I\\\\\\I 0 1\\\\\\I 20 I 1 1 27 I D I ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IPANEL 2L 38 14 I 33 I\\\\\\I\\\\\\I 60 I 3 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP, 0 1 I(VIA XFMR) 38 14 I\\\\\\I 33 I\\\\\\I-----I-----I 39 I I 4D I-----I-----I\\\\\I ISPARE 0 1\\\\\I---- 0 1 1----- ------------------------------------------ 38 14 I\\\\\\I\\\\\\I 33 I------I-----I - 41 I I 42 I-----I-----I\\\\\I\\\\\I 0 1----- 0 1 ---I I 0 14 I 0 1\\\\\\ I\\\\\\ I I I S. F. I IS.F. I I 1 0 1\\\\\ I\\\\\ I 0 14 1 0 0 1\\\\\I--------- I---- -IS.F. I IS.F. I-----I-----1\\\\\I 1 30 0 1\\\\\I--------- 0 14 I ------------------------------------------------------------------------ 0 -IS.F, I IS.F. I ----- I ----- 1\\\\\I\\\\\I 0 1--------- --------------- 0 14 1 I I PANEL PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 1H I IVOLTS L/N: I IVOLTS L/N: 120 PANEL 1L DEPTH(I N.) ; 5.75 1 DEPTH(IN. ); 5.75 1 IVOLTS PH.: 208 (------AIC RATING-------> PANEL ;IML IPHASE ; SECTIONS ; 1 I IPHASE : 3 20 SERIES RATED, 10 KA(x) MLO(xxx);_____ SURF SECTION WIDTH( IN, )1 20 1 IMOUNTING ; SURF N/A FULLY RATED ; _ KA MCB : 225 PLUG-IN ; YES I ITYPE ; NQOD I (I)NOTE: MAY REQUIRE FULL SH. TRIP ; ----- RATING TO ACHIEVE, BUS BOLT -ON : N/A I IMFR ; 1 SQ D RATING TD ACHIEVE. BUS ;COPPER NON-LINEAR PNL, 2007 NEUTRAL NEMA 31? ;_____ I I I ----------------------- IGENERAL NOTES: HVAC EQUIPMENT TO BE HACR TYPE, ----------------------------------------------------------------------------------------------- _____ NOTE: ISOLATED GROUND BUS NOTE; NON-LINEAR PNL, 200% NEUTRAL 1(2) ALL C,B,'S ---I I I(1) ALL C.B.'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE. SHUNT TRIP C, B. _____ NOTE; ISOLATED GROUND BUS S FEEDING 1 1(2) ALL C,B,'S FEEDING ELEV, EQUIP, TO BE SHUNT -TRIP TYPE, _____ NOTE: SHUNT TRIP C, B, HID LTG TO BE HID RATED, 1 1(3) ALL C. B,' S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR. __ __ NOTE: GFI C. B. 1 1(4) ALL C.D.'S FEEDING HID LTG TO BE HID RATED. # NOTE: SIZE CB PER MFR, RECOMMENDATIONS, I -----------------------------------------------------------------------------------------------------------------------------1 ACTUAL CONN, LOAD ; 117 141 AMPS( 1 141 MAIN SERVICE ;NO AM PERAGE.INCREASE I 1 137 AMPS( 1 141 TOTAL AMPS A PHASE (IIx) NOTE; SIZE SHOWN IS MINIMUM ACTUAL CONN, LOAD : 43 119 AMPS( 1 132 I NONE TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE,INCREASE NEC LOAD/DEMAND : 43 119 AMPS( 1 119 1 -----------------------------------------------------------------------------------------------------------------------------1 I DESCRIPTION I TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 43 119 AMPS( I NONE 1----------------------- ITYPE I I I I-----------I------I----I------I------I------I------I-----I-----I ERROR CODE POLES, I I AMPS I AMPS IAMPS I AMPS (POLE I NO. I I NO. XFMR KVA : 75 IAMPS IAMPS IAMPS I I 1 IDESCRIPTION I LOAD ------------------------------------------------------------------------------------------ I TYPE I I I I C. B. I C. B. I CKT, I I CKT. I C. B. I C. B. I I I I DESCR IPTION I -----------I LOAD ITYPE I I I I-----------I------I----I------I------I CONN I I AMPS I AMPS I AMPS I AMPS (POLE -----I------I-----I-----I I NO. I I NO. IPOLE IAMPS IAMPS IAMPS (AMPS I I CONN I I IAC 1 44 13 I 44 I\\\\\\I\\\\\\I 60 I 2 1 I I I------I-----I-----I-----I-----I-----I-----------I------I----I I 2 1 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 1----- 44 13 I\\\\\\I 44 I\\\\\\I------I-----I 3 I I 4 1 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 IAC 2 44 13 I\\\\\\I\\\\\\I 44 I 60 I 2 1 5 I I 6 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 1----- 44 13 I 44 I\\\\\\I\\\\\\I------I-----I 7 I I B I 1 1 20 I 0 1\\\\\I\\\\\ISPARE D 1 IAC 3 44 13 I\\\\\\I 44 I\\\\\\I 60 I 2 1 9 I I 10 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 1----- 44 13 I\\\\\\I\\\\\\I 44 I------I-----I 11 I I 12 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IAC 4 44 13 I 44 I\\\\\\I\\\\\\I 60 I 2 1 13 I I 14 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 I----- 44 13 I\\\\\\I 44 I\\\\\\I------I-----I 15 I I 16 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 IDAC 1 1 10 I\\\\\\I\\\\\\I 1 1 15 I 2 1 17 I I 18 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 1----- 5 1D I 5 1\\\\\\I\\\\\\I------I-----I 19 I I 20 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE D 1 ISPARE 0 0 1\\\\\\I 0 1\\\\\\I 20 1 1 1 21 1 1 22 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE D 1 ISPARE 0 1 I\\\\\\I\\\\\\I 0 1 20 I 1 1 23 I I 24 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1----- I 0 1\\\\\\I\\\\\\I 20 I 1 1 25 I I 26 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 20 I\\\\\\I 0 1\\\\\\I 20 I 1 1 27 I I 2B I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 I\\\\\\I\\\\\\I 0 1 20 I 1 1 29 I I 30 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 0 1\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I 42 I\\\\\\I \ 0 1\\\\\I 20 I 1 1 33 I I 34 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 I ISPARE 0 I I I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 0 1\\\\\I--------- I 0 1\\\\\\I\\\\\\I 20 I 1 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP. 0 1 ISPARE 0 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 40 I-----I-----I\\\\\I 0 0 1\\\\\I---- 0 1 ISPARE ------------------------------------------------ 0 41 I I\\\\\\I\\\\\\I 0 1 20 I 1 1 41 I I 42 I-----I-----I\\\\\I\\\\\I I 0 1----- 0 1 -----I I_------__- 0 l4 I 0 1\\\\\\I\\\\\\I I IS.F. I IS.F. I II 0 1\\\\\I\\\\\I 0 14 1 I IS.F. I ----- 1----I\\\\\I -IS.F. I IS.F. I-----I-----1\\\\\I -------------------------------- --- 0 1\\\\\I --- 0 14 1 I IS.F. I-----I-----1\\\\\I\\\\\1 -IS.F. I IS.F. I ----- I ----- 1\\\\\I\\\\\I 0 1---------- 0 14 1 DRAWN BY: AT/DA DATE: 7/03/08 REVIEW BY: AWB PROJ. 2008-050 NO, I PANEL PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 1/27/89 REV.4/5/07 1H I IVOLTS L/N: 277 IVOLTS L/N: 277 PANEL 1L DEPTH(I N.) ; 5.75 1 (VOLTS PH.: 480 1 (------AIC RATING-------> PANEL :2MH SECTIONS 1 I IPHASE ; 3 1 SERIES RATED 42 KA(x) MLO( Kilo: 225 (PHASE SECTION WIDTH(IN.), 20 1 IMOUNTING ; SURF SECTION WIDTH(IN.), FULLYRATED 1 KA MCB : IMOUNTING ; PLUG-IN 1 N/A I ITYPE ; NF (*)NOTE: MAY REQUIRE FULL SH, TRIP :______ I BOLT -ON ; YES I IMFR ; SQ D :______ RATING TO ACHIEVE, BUS :COPPER NEMA 3R ;_____ I I -------------------------------------------------------- IGENERAL NOTES: --------------------------------------------------------------------- BUS _____ NOTE: NON-LINEAR PNL, 2007 NEUTRAL NEMA 3R ; I I 10) ALL C,B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, _____ NOTE: ISOLATED GROUND BUS NOTE; 1 1(2) ALL C,B,'S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE, FEEDING _____ NOTE; SHUNT TRIP C, B. _ 1 1(3) ALL C. B,' S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY MFR, __ _ NOTE; GFI C. B. ELEV. EQUIP, TO BE SHUNT -TRIP TYPE. 1 1(4) ALL C.B.'S FEEDING HID LTG TO BE HID RATED, 1 # NOTE; SIZE CB PER MFR, RECOMMENDATIONS. I -----------------------------------------------------------------------------------------------------------------------------I I GFI C. B. 1 1(4) ALL C.B.'S FEEDING MAIN SERVICE ;NO I 1 141 1 I (xxx) NOTE: SIZE SHOWN IS MINIMUM ACTUAL CONN, LOAD ; 117 141 AMPS( 1 141 TOTAL AMPS B PHASE ACCEPTABLE MLO AM PERAGE.INCREASE NEC LOAD/DEMAND : 117 141 AMPS( 1 141 TOTAL AMPS A PHASE (xxx) NOTE; SIZE SHOWN IS MINIMUM TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 117 141 AMPS( I NONE TOTAL AMPS B PHASE ACCEPTABLE MLO ERROR CODE POLES. NEC LOAD/DEMAND ; 19 22 XFMR KVA : 0 1 22 1 -----------------------------------------------------------------------------------------------------------------------------1 I DESCRIPTION I LOAD ITYPE I I I I C. B. 1 C. B. I CKT. I I CKT, I C. B, I C. B, 1 I I I DESCRIPTION I LOAD ITYPE I I I I-----------I------I----I------I------I------I------I-----I-----I CONN I I AMPS I AMPS IAMPS I AMPS (POLE I NO. I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I IRTU 1 16 13 I 16 I\\\\\\I\\\\\\I 25 I 3 1 L I I------I-----I-----I-----I-----I-----I----------I------I----I I 2 1 3 1 15 I 8 1\\\\\I\\\\\ICU 1 8 12 1 1----- 16 13 I\\\\\\I 16 I\\\\\\I------I-----I 3 I I 4 1-----I-----I\\\\\I 8 1\\\\\I----- 8 12 1 1----- 16 13 I\\\\\\I\\\\\\I 16 I------I-----I S I I 6 1-----I-----I\\\\\I\\\\\I 8 1----- 8 12 I IRTU 2 18 13 I 18 I\\\\\\I\\\\\\I 25 I 3 1 7 I I 8 1 3 1 15 I 7 1\\\\\I\\\\\ICU 2 7 12 1 1----- 0 1 (LIGHTS 504 2 1\\\\\\I\\\\\\I 2 1 20 I 1 1----- 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 (LIGHTS 1225 2 IRTU 3 20 13 I 20 I\\\\\\I\\\\\\I 30 I 3 1 13 I I 14 I 3 1 15 I 7 1\\\\\I\\\\\ICU 3 7 12 I 1----- 1 9 I I 10 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE I----- 20 13 I\\\\\\I\\\\\\I 20 I------I-----I 17 I I 18 I-----I-----I\\\\\I\\\\\I 7 1----- 7 12 1 IRTU 4 18 13 I 18 I\\\\\\I\\\\\\I 25 I 3 1 19 I I 20 I 3 1 15 I 7 1\\\\\I\\\\\ICU 4 7 12 1 1----- 18 13 I\\\\\\I 18 I\\\\\\I------I-----I 21 I I 22 I-----I-----I\\\\\I 7 1\\\\\I----- 7 12 I I----- 18 13 I\\\\\\I\\\\\\I 18 I------I-----I 23 I I 24 I-----I-----I\\\\\I\\\\\I 7 1----- 7 12 1 IRTU 5 20 13 1 20 1\\\\\\I\\\\\\I 30 1 3 1 25 1 1 26 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 1----- 20 13 I\\\\\\I 20 I\\\\\\I------I-----I 27 I I 28 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 I----- 20 13 I\\\\\\I\\\\\\I 20 I------I-----I 29 I I 30 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IRTU 6 20 13 I 20 I\\\\\\I\\\\\\I 30 I 3 1 3l I I 32 I 1 1 20 I D I\\\\\I\\\\\ISPARE 0 1 1----- 20 13 I\\\\\\I 20 I\\\\\\I------I-----I 33 I I 34 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 1----- 20 13 I\\\\\\I\\\\\\I 20 I------I-----I 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 I 0 1\\\\\\I\\\\\\I 20 I 1 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\I SURGE SUPP. 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 40 I-----I-----I\\\\\I 0 1\\\\\I---- 0 1 ISPARE ---------------- 0 ------------------------------------------------------------------------------------------------------ 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 41 I I 42 I-----I-----I\\\\\I\\\\\I 0 1----- 0 1 ----I I I 0 14 I 0 1\\\\\\ I\\\\\\ I I IS.F. I I S. F. I I 1 0 1\\\\\ I\\\\\ I 0 I 14 I I\\\\\I\\\\\I 0 ISPARE 0 1 -IS.F. I IS. F. I-----I-----1\\\\\I 0 1\\\\\I--------- 0 14 I 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP, 0 -IS.F. I IS. F. I ----- I ----- 1\\\\\I\\\\\I 0 1---------- 0 14 I I PANEL PANEL COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 1H 2H 2MH I IVOLTS L/N: 277 PANEL 1L 2L 1ML 1EH DEPTH(I N, ) ; 5.75 1 (VOLTS PH.: 480 <------AIC RATING------) PANEL ;IEH SECTIONS : 1 I (PHASE 3 SERIES RATED ; N/A KA00 MLO(xxx);______ SECTION WIDTH(IN.), 20 1 IMOUNTING ; SURF FULLY RATED ; 42 KA MCB : 60 PLUG-IN ; N/A I ITYPE ; NF (I)NOTE: MAY REQUIRE FULL SH,TRIP :______ BOLT -ON ; YES I IMFR ; I---------------- SQ D RATING TO ACHIEVE. BUS ;COPPER NEMA 3R ; I --------------------------------------------------------------------------------------------------------- IGENERAL NOTES: ___ NOTE; NON-LINEAR PNL, 200% NEUTRAL I 1(1) ALL C,B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, _ NOTE: ISOLATED GROUND BUS 1 1(2) ALL C. B,' S FEEDING ELEV. EQUIP, TO BE SHUNT -TRIP TYPE. _____ NOTE: SHUNT TRIP C, B. 1 1(3) ALL C. B. 'S FEEDING ELEV, EQUIP. TO BE SIZED AS REQUIRED BY MFR. __ _ NOTE: GFI C. B. 1 1(4) ALL C.B.'S FEEDING HID LTG TO BE HID RATED. # NOTE; SIZE CB PER MFR. RECOMMENDATIONS, I ------------------------------------------------------------------------------------------------------------------- I MAIN SERVICE NO I 1 27 TOTAL AMPS A PHASE (xxx) NOTE; SIZE SHOWN IS MINIMUM ACTUAL CONN. LOAD ; 19 22 AMPS( 1 22 TOTAL AMPS B PHASE ACCEPTABLE MLO AMPERAGE,INCREASE NEC LOAD/DEMAND ; 19 22 AMPS( 1 22 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 19 22 AMPS( I NONE ERROR CODE POLES. XFMR KVA : 0 1 -----------------------------------------------------------------------------------------------------------------------------I I DESCRIPTION I LOAD ITYPE I I I I C. B. I C, B. I CKT, I I CKT, I C. B, I C. B. I I I I DESCRIPTION I LOAD ITYPE I I I I----------I------I----I------I-----I------I------I-----I-----I CONN I I AMPS I AMPS IAMPS I AMPS (POLE I NO. I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I (LIGHTS 1238 2 1 4 1\\\\\\I\\\\\\I 20 I 1 1 I I I------I-----I-----I-----I-----I-----I----------I------I----I I 2 1 1 1 20 I D I\\\\\I\\\\\ISPARE 0 I (LIGHTS 424 2 1\\\\\\I 2 1\\\\\\I 20 I 1 1 3 I I 4 1 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 (LIGHTS 504 2 1\\\\\\I\\\\\\I 2 1 20 I 1 1 5 I I 6 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 (LIGHTS 1225 2 1 4 1\\\\\\I\\\\\\I 20 I 1 1 7 I I 8 1 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 (LIGHTS 130 2 1\\\\\\I 0 1\\\\\\I 20 I 1 1 9 I I 10 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 It I I 12 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 13 I I 14 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 15 I I 16 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 17 I I 18 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 19 I I 20 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\I 0 1\\\\\\1 20 1 1 1 21 1 1 22 1 1 1 20 1\\\\\1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 23 I I 24 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 25 I I 26 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 27 I I 28 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 29 I I 30 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 33 I I 34 I 1 1 20 I\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I I 36 I 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 IPANEL WFP 5000 2 1 18 I\\\\\\I\\\\\\I 60 I 3 1 37 I I# 38 I 3 1 30 I 0 1\\\\\I\\\\\(SURGE SUPP, 0 I I----- 5000 2 1\\\\\\I 18 I\\\\\\I------I-----I 39 I I 40 I-----I-----I\\\\\I 0 1\\\\\I--- 0 1 1----- ---------------------------- 5000 2 1\\\\\\I\\\\\\I 18 I------I-----I 41 I I 42 I-----I-----I\\\\\I\\\\\I 0 1----- 0 1 ----I I 0 14 I 0 1\\\\\\ I\\\\\\ I I I S. F. I I S. F. I I 1 0 1\\\\\ I\\\\\ I 0 14 I -IS.F. I IS.F. I ----- 1----I\\\\\I 0 1\\\\\1---------- 0 14 1 -------------------------------- -IS.F, I IS.F. I-----I-----1\\\\\I\\\\\1 0 1--------- 0 14 1 I 5CALE:A5 NOTED SCHEDULE KEY PANEL PANEL PANEL PANEL MDP 1H 2H 2MH PANEL PANEL PANEL PANEL 1L 2L 1ML 1EH pvhi i .1J1. 1 0 2 dO8 AURLAN BADS P.E.# 552580 co Q `�; m NLn to m0 JaoLn M 1 � o zcdIZ �^� ,t 0m oE- Om^, cc LW LI - < v _I � � v `� LL WLLZma-0 a0"6O m co x 2aWWLV �0Jj a,L<� Oca - M2 C tU OL. i j 0 E W E"E ME U z ., M (j -z 1_IL r_ U W J _z W z 4 - Om L.L O G FLOOK NO: 5HEET NO. E6. I 0 0 1 m 0 0 m 0 7) w IL m o 00 ----------------------------------------------------- ------------------------- I I I ------------------------------------------------------------------------------------------------------------------------------- COPYRIGHT MPE, INC 1/27/89 REV.4/5/07 I I COPYRIGHT MPE, INC 1/27/89 REV,4/5/07 I o 0 COPYRIGHT MPE, INC 1/27/89 REV, 4/5/07 IVOLTS L/N: 277 DEPTH(IN,); 5.75 1 IVOLTS L/N: 120 DEPTH(IN.); 5.75 1 IVOLTS L/N: 120 DEPTH(IN.): 5.75 1 r- o���' IVOLTS PH.: 480 (------AIC RATING-------) PANEL : 1HQ SECTIONS : 1 I IVOLTS PH. 208 <------AIC RATING ------- > PANEL : ICLQ SECTIONS 1 I IVOLTS PH. ; 208 <------AIC RATING ----- -> PANEL :2CLQ SECTIONS 1 I ) S IPHASE 3 SERIES RATED 42 KA( MLO(*111) SECTION WIDTH( 20 1 IPHASE 3 SERIES RATED : 10 KA(1) MLO( SECTION WIDTH(IN,): 20 1 IPHASE 3 SERIES RATED ; 10 KA00 MLO(xlx)i SECTION WIDTH( IN, 20 I (47 0 IMOUNTING ; SURF FULLY RATED ------ KA MCB 60 PLUG-IN N/A I IMOUNTING SURF FULLY RATED :______KA MCD 90 PLUG-IN : YES I IMOUNTING : SURF FULLY RATED 1____ -KA MCB 45 PLUG-IN : YES I ITYPE : NF ()NOTE: MAY REQUIRE FULL SH. TRIP : ____ BOLT -ON YES I ITYPE : NQOD ()NOTE: MAY REQUIRE FULL SH. TRIP BOLT -ON N/A I (TYPE : NQOD ()NOTE: MAY REQUIRE FULL SH, TRIP : ______ BOLT -ON N/A I �,� IMFR : SQ D RATING TO ACHIEVE, BUS :COPPER NEMA 3R :-____ I IMFR : SQ D RATING TO ACHIEVE, BUS :COPPER NEMA 3R I IMFR SQ D RATING TO ACHIEVE. BUS :COPPER NEMA 3R I �cn ko ---------------------------- ---------1 1------------------------ ;::. o IGENERAL NOTES. YES NOTE: NON-LINEAR PNL, 200% NEUTRAL I IGENERAL NOTES. NOTE: NON-LINEAR PNL, 200% NEUTRAL I IGENERAL NOTES YES NOTE: NON-LINEAR PNL, 200% NEUTRAL -. -... I(D ALL . N HVA EQUIPMENT T BE HACR TYPE, NOTES ISOLATED GROUND BUS I I (1) ALL C. B, ' S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, _____ NOTES ISOLATED GROUND BUS I I (1) ALL C. B. ' S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, _____ NOTES ISOLATED GROUND BUS I 1(2) ALL C. B.' S FEEDING ELEV. EQUIP, TO BE SHUNT -TRIP TYPE. _____ NOTE: SHUNT TRIP C.3, I 1(2) ALL C, B.' S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE. _____ NOTE: SHUNT TRIP C. B. I 1(2) ALL C, B,' S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE. NOTE: SHUNT TRIP C,B. I o 1(3) ALL C, B.'S FEEDING ELEV, EQUIP, TO BE SIZED AS REQUIRED BY MFR. ----- NOTE, GFI C, B. I 1(3) ALL C.D.'S FEEDING ELEV, EQUIP, TO BE SIZED AS REQUIRED BY MFR. ----- NOTE: GFI C, B. I 1(3) ALL C,B,'S FEEDING ELEV, EQUIP. TO BE SIZED AS REQUIRED BY MFR. NOTE: GFI C. B. I \ M o 1(4) ALL C,B,'S FEEDING HID LTG TO BE HID RATED, # NOTE: SIZE CB PER MFR, RECOMMENDATIONS. 1 1(4) ALL C.B,'S FEEDING HID LTG TO BE HID RATED, # NOTE: SIZE CB PER MFR. RECOMMENDATIONS. I 1(4) ALL C,B.'S FEEDING HID LTG TO BE HID RATED. # NOTE: SIZE CB PER MFR. RECOMMENDATIONS. I ------------------------------------------------------------------------------------------------------------------------ I I --------- I 1------------- -------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ I MAIN SERVICE NO I I MAIN SERVICE ;NO I I MAIN SERVICE ANO I I 33 TOTAL AMPS A PHASE (*)(*) NOTE: SIZE SHOWN IS MINIMUM ACTUAL CONN. LOAD 28 33 AMPSI 1 69 TOTAL AMPS A PHASE (*o) NOTE: SIZE SHOWN IS MINIMUM ACTUAL CONN. LOAD 23 64 AMPSI I 40 TOTAL AMPS A PHASE (*m) NOTE: SIZE SHOWN IS MINIMUM ACTUAL CONN, LOAD: 11 31 AMPSI I 33 TOTAL AMPS B PHASE ACCEPTABLE MLO AMPERAGE, INCREASE NEC LOAD/DEMAND : 28 33 AMPSI I 64 1 TOTAL AMPS B PHASE ACCEPTABLE MLO AMPERAGE, INCREASE NEC LOAD/DEMAND 23 64 AMPSI I 31 TOTAL AMPS B PHASE ACCEPTABLE MLO AMPERAGE. INCREASE NEC LOAD/DEMAND : 11 31 AMPSI I 33 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 28 33 AMPSI 1 64 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 23 64 AMPSI 1 31 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 11 31 AMPSI I NONE ERROR CODE POLES, XFMR KVA 0 1 1 NONE ERROR CODE POLES. XFMR KVA ; 30 1 1 NONE ERROR CODE POLES, XFMR KVA : 15 I ------------------------------------------------------------------------------------------------- I DESCRI PT I ON I LOAD I TYPE I I I I C. B. I C. B. I CKT, I I CKT, I C. B. I C. B. I I I I DESCRIPTION I LOAD I TYPE I I DESCRI PT I ON I LOAD I TYPE I I I I C. B. I C. B. I CKT, I I CKT, I C. B. I C. B. I I I I DESCR I PTI ON I LOAD I TYPE I I DESCRIPTI ON I LOAD I TYPE I I I I C. B. I C. B. I CKT, I I CKT, I C. B. I C. B. I I I I DESCRI PTI ON I LOAD I TYPE I y I I CONN I I AMPS I AMPS I AMPS I AMPS IPOLE I NO. I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I I I CONN I I AMPS I AMPS I AMPS I AMPS IPOLE I NO. I I NO, IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I I I CONN I I AMPS I AMPS I AMPS I AMPS IPOLE I NO. I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I JUL cGti $ I---------- I------ I---- I----- I----- I------ I------ I----- I----- I I----- I----- I----- I---- I---- I----- I----------- I------ I---- I I---------- I------ I---- I------ I------ I------ I----- I----- I----- I I----- I----- I----- I---- I---- I----- I---------- I------ I---- I I----------- I------ I---- I------ I------ I----- I------ I----- I----- I I------ I----- I----- I----- I----- I----- I----------- I------ I---- I I PANEL 1CLQ 20 14 1 20 I\\\\\\ I\\\\\\ I 40 1 3 1 1 1 1 2 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 I COMPUTER 10 16 1 10 I\\\\\\ I\\\\\\ I 20 I 1 1 1 1 1 2 1 1 1 20 1 10 1\\\\\I\\\\\ICDMPUTER 10 16 1 I COMPUTER 10 16 I 10 I\\\\\\ I\\\\\\ I 20 1 1 1 1 1 1 2 1 1 1 20 1 10 1\\\\\I\\\\\ICOMPUTER 10 16 I ADRIAN 8AUS I(VIA XFMR) 20 14 1\\\\\\l 20 1\\\\\\l ------ I-----1 3 1 1 4 1 1 1 20 1\\\\\l 0 1\\\\\ISPARE 0 I I COMPUTER 10 16 1\\\\\\l 10 1\\\\\\l 20 1 1 1 3 1 1 4 1 1 1 20 1\\\\\l 10 1\\\\\ICOPIER 10 16 1 I COMPUTER 10 16 1\\\\\\l 10 1\\\\\\l 20 1 1 1 3 1 1 4 1 1 1 20 1\\\\\l 10 1\\\\\ICOPIER 10 16 I P.E.# 52580 1----- 20 14 I\\\\\\ I\\\\\\ I 20 1------ I-----1 5 1 1 6 1 1 1 20 I\\\\\ I\\\\\ I 0 ISPARE 0 1 I COMPUTER 10 16 I\\\\\\ I\\\\\\ I 10 I 20 1 1 1 5 1 1 6 1 1 1 20 I\\\\\ I\\\\\ I 3 I FAX 3 16 I I COMPUTER 10 16 I\\\\\\ I\\\\\\ I 10 1 20 1 1 1 5 1 1 6 1 1 1 20 I\\\\\ I\\\\\ I 3 I FAX 3 16 I I PANEL 2CLQ 13 14 1 13 I\\\\\\ I\\\\\\ I 20 1 3 1 7 1 1 8 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 I COMPUTER 10 16 1 10 I\\\\\\ I\\\\\\ I 20 1 1 1 7 1 1 8 1 1 1 20 1 3 1\\\\\I\\\\\IFACP 3 5 1 I COMPUTER 10 16 1 10 I\\\\\\ I\\\\\\ I 20 1 1 1 7 1 1 8 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE D 1 R VIA XFMR) 13 14 1\\\\\\I 13 I\\\\\\I------I-----I 9 1 1 10 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 (COMPUTER 10 16 I\\\\\\I 10 I\\\\\\1 20 I 1 1 9 1 1 10 I 1 1 20 1\\\\\I 3 1\\\\\IIDCP 3 5 1 ICOMPUTER 10 16 1\\\\\\1 10 1\\\\\\I 20 I 1 I 9 1 1 10 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 I----- 13 14 I\\\\\\ I\\\\\\ I 13 I------ I-----1 11 1 1 12 1 1 1 20 I\\\\\ I\\\\\ 1 0 ISPARE 0 1 I COMPUTER 10 16 I\\\\\\ I\\\\\\ I 10 1 20 I 1 1 11 1 1 12 1 1 1 20 I\\\\\ I\\\\\ 1 0 ISPARE 0 1 I COMPUTER 10 16 I\\\\\\ I\\\\\\ I 10 1 20 1 1 1 11 1 1 12 1 1 1 20 I\\\\\ I\\\\\ 1 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\ I\\\\\\ I 20 I 1 1 13 1 1 14 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 I COMPUTER 10 16 1 10 I\\\\\\ I\\\\\\ I 20 1 1 1 13 I I 14 1 1 1 20 1 3 1\\\\\I\\\\\IVOICE DATA 3 5 1 I COMPUTER 10 16 I 10 I\\\\\\ I\\\\\\ I 20 1 1 1 13 1 1 14 I 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 I ISPARE 0 1\\\\\\l 0 1\\\\\\l 20 1 1 1 15 1 1 16 1 1 1 20 1\\\\\l 0 1\\\\\ISPARE 0 1 I ADC 5 5 1\\\\\\l 5 1\\\\\\l 20 1 1 1 15 1 1 16 1 1 1 20 1\\\\\l 0 1\\\\\ I SPARE 0 1 ISPARE 0 1\\\\\\l 0 1\\\\\\l 20 1 1 1 15 1 1 16 1 1 1 20 1\\\\\l 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 17 1 1 18 1 1 1 20 I\\\\\I\\\\\I D ISPARE 0 1 IIDCP 5 5 1\\\\\\I\\\\\\I 5 1 20 I 1 1 17 11 18 I 1 1 20 I\\\\\I\\\\\I 9 IRECEPTS 6 4 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 17 11 18 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 1 1 1 19 1 1# 20 1 3 1 30 I 0 1\\\\\I\\\\\ISURGE SUPP, 0 I IFACP,FAPS 5 5 1 5 1\\\\\\I\\\\\\I 20 1 1 1 19 1 1 20 1 1 1 20 1 9 1\\\\\I\\\\\IRECEPTS 6 4 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 19 1 1 20 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 rn cn ISPARE 0 1\\\\\\l 0 1\\\\\\l 20 1 1 1 21 1 1 22 1----- I -----1\\\\\l 0 1\\\\\l ----- 0 1 I PHONE SWITCH 5 4 1\\\\\\l 8 1\\\\\\l 20 1 1 1 21 1 1 22 1 1 1 20 1\\\\\l 9 1\\\\\IRECEPTS 6 4 1 ISPACE 0 1\\\\\\I 0 1\\\\\\l I 1 1 21 1 1 22 1 1 1 1\\\\\l 0 1\\\\\ISPACE 0 I Q o o m o ISPARE 0 I\\\\\\ I\\\\\\ I 0 1 20 1 1 1 23 1 1 24 1----- I----- I\\\\\ I\\\\\ 1 0 1----- 0 1 IRECEPTS 6 4 1\\\\\\ I\\\\\\ I 9 1 20 1 1 1 23 1 1 24 1 1 1 20 I\\\\\ I\\\\\ 19 IRECEPTS 6 4 1 ISPACE 0 I\\\\\\ I\\\\\\ I 0 1 1 1 1 23 11 24 I 1 1 I\\\\\ I\\\\\ 1 0 ISPACE D I -J a o `nLo o I 1 0 1\\\\\\I\\\\\\I 1 0 1\\\\\I\\\\\I I IRECEPTS 6 4 1 9 1\\\\\\I\\\\\\I 20 1 1 1 25 11 26 I 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPACE 0 1 0 1\\\\\\I\\\\\\I I 1 1 25 I I 26 I 1 1 I 0 1\\\\\I\\\\\ISPACE 0 1 Z m Z Lo Lo CD I 1\\\\\\I 0 1\\\\\\I I\\\\\1 0 1\\\\\I I IGEN, LTS/RCP 7 5 1\\\\\\I 7 1\\\\\\I 20 1 1 1 27 1 1 28 I 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 ISPACE 0 1\\\\\\I 0 1\\\\\\I I 1 1 27 11 28 1 1 1 1\\\\\1 0 1\\\\\ISPACE 0 I Z W •L cu I I\\\\\\I\\\\\\I 0 1 I\\\\\I\\\\\I 0 1 I IGEN BAT CHAR 7 5 1\\\\\\I\\\\\\I 7 1 20 1 1 1 29 1 1 30 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPACE 0 I\\\\\\I\\\\\\I 0 1 1 1 1 29 1 1 30 1 1 1 I\\\\\I\\\\\I 0 ISPACE 0 1 p c p m I I 0 1\\\\\\I\\\\\\I I 0 1\\\\\I\\\\\I I ISPARE 0 I D I\\\\\\I\\\\\\I 20 I 1 1 31 I I 32 I 1 1 20 I 0 1\\\\\I\\\\\ISPARE 0 I ISPACE 0 I 0 1\\\\\\I\\\\\\I I 1 1 31 I I 32 I 1 1 I 0 1\\\\\I\\\\\ISPACE D I Z N W m a m r-- 0 I I\\\\\\I 0 1\\\\\\I 1\\\\\I 0 1\\\\\I I ISPARE 0 1\\\\\\I 0 1\\\\\\1 20 1 1 1 33 I I 34 1 1 1 20 I\\\\\1 0 1\\\\\ISPARE 0 I ISPACE 0 I\\\\\\1 0 1\\\\\\I I 1 1 33 1 1 34 I 1 1 1\\\\\I 0 1\\\\\ISPACE 0 I W W Z - o 0- o I I\\\\\\I\\\\\\I 0 1 I\\\\\I\\\\\I 0 1 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 35 11 36 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPACE 0 I\\\\\\I\\\\\\I 0 1 1 1 1 35 1 1 36 1 1 1 I\\\\\I\\\\\I 0 ISPACE 0 1 LL _ m W o I 1 0 1\\\\\\I\\\\\\I 1 0 1\\\\\I\\\\\I I ISPARE 0 I 0 1\\\\\\I\\\\\\I 20 1 1 1 37 1 1# 38 I 3 1 30 1 0 1\\\\\I\\\\\ISURGE SUPP 0 1 ISPACE 0 1 0 1\\\\\\I\\\\\\I I 1 1 37 1 1# 38 1 3 1 30 I 0 1\\\\\I\\\\\ISURGE SUPP, 0 1 a 0 Z z W C C� o x o1I I I\\\\\\I 0 1\\\\\\I I\\\\\I 0 1\\\\\I I ISPARE 0 I\\\\\\I 0 1\\\\\\I 20 I 1 1 39 I I 40 I-----I-----I\\\\\I 0 1\\\\\I----- 0 I ISPACE 0 I\\\\\\I 0 1\\\\\\I I 1 1 39 I I 40 I-----I-----I\\\\\I 0 1\\\\\I---- 0 I �' W W V a o I I\\\\\\I\\\\\\I D I I\\\\\I\\\\\I 0 1 I ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 41 1 1 42 1 ----- I ----- I\\\\\I\\\\\I 0 1----- 0 1 ISPACE 0 I\\\\\\I\\\\\\I 0 1 1 1 1 41 11 42 1 ----- I ----- I\\\\\I\\\\\I 0 1---- 0 I O .� N -----------------------------------------------------------------__ I I-------------------- --------------------------------------------------- -----------------------------------------------------------------------------------------------------I IM ------------- --------------------------------------------------------------------------------------------------------------I I 1 I I I 1 � 1 0 14 1 0 1\\\\\\ I\\\\\\ I 1 I S. F. I IS.F. I I 1 0 1\\\\\ I\\\\\ I 0 14 1 1 0 14 1 0 1\\\\\\ I\\\\\\ I 1 IS. F, I IS. F. I I 1 0 1\\\\\ I\\\\\ I 0 14 1 I 0 14 1 0 1\\\\\\ I\\\\\\ I 1 IS. F. I IS, F. I I 1 0 1\\\\\ I\\\\\ I 0 14 I .............'; .:W ..:.....:::..:;... m ---------- \\\ I----- 1-----IS.F. IIS. F, I----- I----- 1\\\\\l 0 1\\\\\l ---------- 0 14 I I---------- 0 14 1\\\\\\l 0 1\\\\\\l ----- I ---- I S, F. IIS. F, I----- I----- 1\\\\\l 0 1\\\\\l---------- 0 14 I I---------- 0 14 1\\\\\\l 0 1\\\\\\l ----- I----- IS. F. IIS. F. I----- I----- 1\\\\\l 0 1\\\\\ I--------- 0 14 I -�-=��_ I---------- 0 14 I\\\\\\I\\\\\\I 0 1----- 1 ----- IS. F. I IS.F. I ----- I ----- I\\\\\I\\\\\I 0 1---------- 0 14 1 1---------- 0 14 I\\\\\\I\\\\\\I 0 1---- 1----IS.F. I IS. F. I ----- I ----- I\\\\\I\\\\\I 0 1---------- 0 14 1 I---------- 0 14 I\\\\\\I\\\\\\I 0 1---- 1-----IS.F. I IS. F. I ----- I ----- I\\\\\I\\\\\I 0 1---------- 0 14 I 1------------------------------------------------------------------------------I I--------------------------------------------- -------------------------------------------- Ld ---- --------------------------------------------------------------------------------------------- -- ............. I COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 I IVOLTS L/N: 277 IVOLTS PH.: 480 COPYRIGHT MPE,INC <------AIC RATING ------- > PANEL IPHASE 3 IVOLTS L/N: SERIES RATED : 42 KA(*) MLO(l)(11) IMOUNTING : SURF DEPTH(IN. ); FULLY RATED : KA MCB ITYPE : NF (------AIC RATING ------- > (i)NOTE: MAY REQUIRE FULL SH,TRIP IMFR I--------------------------------------------------------------- SQ D IPHASE RATING TO ACHIEVE. BUS IGENERAL NOTES: MLO(00______ SECTION WIDTH(IN,) I(1) ALL C.B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, 1(2) ALL C.B.'S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE 1(3) ALL G B.'S FEEDING ELEV. EQUIP. TO BE SIZED AS REQUIRED BY M 1(4) ALL C.B.'S FEEDING 1--------------------------------------------------- HID LTG TO BE HID RATED, 1 105 N/A I IMFR : TOTAL AMPS A PHASE (110) NOTE; SIZE SHOW 1 105 BUS ;COPPER NEMA 3R : TOTAL AMPS B PHASE ACCEPTABLE MLO 1 105 ------------------- I I CKT, I C. B. I C. B. TOTAL AMPS C PHASE SIZE IF REQUIRE I NONE I I TYPE I I I-----------I------ ERROR CODE POLES, ---------------------------------------------------------------- IDESCRIPTIONI LOAD ITYPEI I I I C. B. IC. B. ICKT, I I I I----------- I CONN ------ I I ----I I AMPS I AMPS I AMPS I AMPS IPOLE I NO. I ICU 5 14 12 ------ I ------ I ------ I ------ I ----- I ----- I 1 14 I\\\\\\I\\\\\\I 30 1 3 1 1 1 I----- 14 12 1\\\\\\I 14 1\\\\\\I ------I-----1 3 1 I----- 14 12 I\\\\\\I\\\\\\I 14 1------I-----1 5 1 IAHU 5 19 13 1 19 I\\\\\\I\\\\\\I 25 1 3 1 7 1 I----- 19 13 1\\\\\\I 19 1\\\\\\I ------I-----1 9 1 I----- 19 13 I\\\\\\I\\\\\\I 19 1------I-----1 11 1 ISPARE 0 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 13 1 ISPARE 0 1 6 1 1 1\\\\\\1 0 1\\\\\\1 20 1 1 1 15 1 ISPARE 0 1 I\\\\\\I\\\\\\I 0 1 20 1 1 1 17 1 ILIGHTS 455 2 1 2 1\\\\\\I\\\\\\I 20 1 1 1 19 1 ISPARE 0 1 20 1\\\\\\I 0 1\\\\\\1 20 1 1 1 21 1 ISPARE 0 ISPARE I\\\\\\I\\\\\\I 0 1 20 1 1 1 23 1 ISPARE 0 20 1 0 1\\\\\\I\\\\\\I 20 1 1 1 25 1 ISPARE 0 1\\\\\1 0 1\\\\\ISPARE I\\\\\\I 0 1\\\\\\I 20 1 1 1 27 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 29 1 ISPARE 0 1 1 1 11 1 1 0 1\\\\\\I\\\\\\I 20 1 1 1 31 1 ISPARE 0 0 1\\\\\\1 0 1\\\\\\I 20 I 1 1 33 I ISPARE 0 0 I\\\\\\I\\\\\\I 0 1 20 I 1 1 35 I IPANEL 1RL 25 14 1 25 I\\\\\\I\\\\\\I 40 1 3 1 37 1 ((VIA XFMR) 25 14 1\\\\\\I 25 I\\\\\\I------I-----1 39 1 I----- I --------------- 25 ---------------------------------------------- 14 I\\\\\\I\\\\\\I 25 1------I-----1 41 I I I 0 14 1 0 1\\\\\\ I\\\\\\ I 1 IS.F. I I---------- 0 14 1\\\\\\I 0 1\\\\\\I----- 1 ----- IS.F. I I---------- I 0 14 I\\\\\\I\\\\\\I 0 1----- I-----IS.F. I 0 REV15ION5: DEPTH(IN, ): 5.75 1 1RH SECTIONS ; 1 I 225 SECTION WIDTH(IN,)l 20 1 ______ PLUG-IN N/A I BOLT -ON : YES I :COPPER NEMA 3R : I ------------------------------------------------------------ _____ NOTE: NON-LINEAR PNL, 200% NEUTRAL I NOTE: ISOLATED GROUND BUS I ----- NOTE: SHUNT TRIP C, B. I FR. _ NOTE1 GFI C. B. I # NOTE: SIZE CB PER MFR. RECOMMENDATIONS. I ---------------------------------------------------------------I MAIN SERVICE NO I N IS MINIMUM ACTUAL CONN, LOAD 87 105 AMPSI AMPERAGE,INCREASE NEC LOAD/DEMAND : 87 105 AMPSI D FOR QUANTITY OF NEC DIVERSITY 87 105 AMPSI XFMR KVA : 0 1 ----------------------------------------------------------I I CKT, I C. B. I C. B. I I I I DESCRIPTION I LOAD I TYPE I I NO. IPOLE IAMPS IAMPS IAMPS IAMPS I I CONN I I I------ I ----- I ----- I ----- I ----- I ----- I ----------- I ------ I ---- I 1 2 1 3 1 30 1 14 1\\\\\I\\\\\ICU 6 14 12 1 1 4 1-----I----I\\\\\I 14 1\\\\\I----- 14 12 1 1 6 1-----I-----I\\\\\I\\\\\I 14 1----- 14 12 1 1 8 1 3 1 25 1 19 1\\\\\I\\\\\IAHU 6 19 13 1 1 10 1-----I-----1\\\\\I 19 I\\\\\I----- 19 13 1 1 12 1-----I-----I\\\\\I\\\\\I 19 I----- 19 13 1 1 14 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 I 1 16 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 I 1 18 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 1 20 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 1 22 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 1 24 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 I 1 26 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 1 28 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 1 30 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 I 1 32 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 I 1 34 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 1 36 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 1# 38 1 3 1 30 1 0 1\\\\\I\\\\\ISURGE SUPP. 0 I 1 40 1-----I --- 1\\\\\I 0 1\\\\\I----- 0 1 1 42 1 ----- I ----- I\\\\\I\\\\\I 0 1----- 0 1 ----------------------------------------------------------I I IS.F. I I 1 D I\\\\\I\\\\\I 0 14 1 IS.F, I-----I----I\\\\\I 0 1\\\\\I---------- 0 14 1 IS.F. I ----- I ----- I\\\\\I\\\\\I 0 1---------- 0 14 1 --------------------------------------------- I I 58 COPYRIGHT MPE,INC 1/27/89 REV.4/5/07 NOTE: SIZE SHOWN IS MINIMUM I IVOLTS L/N: 120 AMPSI 1 DEPTH(IN. ); 5.75 1 IVOLTS PH.: 208 (------AIC RATING ------- > PANEL ;1RL SECTIONS 1 1 IPHASE 3 SERIES RATED 1 10 KA00 MLO(00______ SECTION WIDTH(IN,) 20 1 IMOUNTING SURF FULLY RATED : KA MCB 90 PLUG-IN YES I ITYPE : NQOD (t)NOTE: MAY REQUIRE FULL SH. TRIP ; BOLT -ON : N/A I IMFR : SQ D RATING TO ACHIEVE, BUS ;COPPER NEMA 3R : I I------------------------------------------------------------------ IGENERAL NOTES: I(1) ALL C,B,'S FEEDING HVAC EQUIPMENT TO BE HACR TYPE, 1(2) ALL C.B,'S FEEDING ELEV, EQUIP. TO BE SHUNT -TRIP TYPE, 1(3) ALL C. B,' S FEEDING ELEV, EQUIP. TO BE SIZED AS REQUIRED BY MFR, 1(4) ALL C,B,'S FEEDING HID LTG TO BE HID RATED, I--------------------------------------------------------------- I --------------------------------------------------------I _____ NOTE: NON-LINEAR PNL, 200% NEUTRAL I ____ NOTE: ISOLATED GROUND BUS I NOTE: SHUNT TRIP C, B. I __ _ NOTE, GFI C. B. I # NOTE: SIZE CB PER MFR, RECOMMENDATIONS. I --------------------------------------------------------1 MAIN SERVICE NO I 1 58 PANEL TOTAL AMPS A PHASE (*) NOTE: SIZE SHOWN IS MINIMUM 1CLQ ACTUAL CONN. LOAD ; 21 58 AMPSI 1 58 TOTAL AMPS B PHASE 1RL ACCEPTABLE MLO AMPERAGE.INCREASE NEC LOAD/DEMAND 21 58 AMPSI 1 58 TOTAL AMPS C PHASE SIZE IF REQUIRED FOR QUANTITY OF NEC DIVERSITY 21 58 AMPSI I 1---------------- NONE ERROR CODE POLES, XFMR KVA ; 30 1 I DESCRIPTION I LOAD - -- -- I TYPE I I I I C. B. I C. B. I CKT. ------------------- I I CKT, I C. B. I C. B. - I I I I DESCR IPTION I LOAD I TYPE I I I-----------I------ I CONN I I AMPS I AMPS I AMPS I I ----I ------ I------I-----I------I-----I-----I AMPS IPOLE I NO. I I NO. IPOLE IAMPS (AMPS IAMPS IAMPS I I CONN I I ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 1 1 I ------ I ----- 1 2 1 1 I-----I----I-----I----- 1 20 I--------- I 1 0 1\\\\\I\\\\\ISPARE ------ 0 I ----I 1 ISPARE 0 1\\\\\\I 0 1\\\\\\I 20 1 1 1 3 1 1 4 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 5 1 1 6 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 7 1 1 8 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\1 0 1\\\\\\1 20 1 1 1 9 1 1 10 1 1 1 20 1\\\\\1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 11 1 1 12 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 13 1 1 14 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\1 0 1\\\\\\1 20 1 1 1 15 1 1 16 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 17 1 1 18 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 19 1 1 20 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\I 0 1\\\\\\1 20 1 1 1 21 1 1 22 1 1 1 20 1\\\\\I 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 23 1 1 24 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 25 1 1 26 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\1 0 1\\\\\\I 20 1 1 1 27 1 1 28 1 1 1 20 1\\\\\1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 29 1 1 30 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 31 1 1 32 1 1 1 20 1 0 1\\\\\I\\\\\ISPARE 0 1 ISPARE 0 1\\\\\\I 0 1\\\\\\I 20 1 1 1 33 1 1 34 1 1 1 20 1\\\\\1 0 1\\\\\ISPARE 0 1 ISPARE 0 I\\\\\\I\\\\\\I 0 1 20 1 1 1 35 1 1 36 1 1 1 20 I\\\\\I\\\\\I 0 ISPARE 0 1 ISPARE 0 1 0 1\\\\\\I\\\\\\I 20 1 1 1 37 1 1 38 1 3 1 30 1 0 1\\\\\I\\\\\ISURGE SUPP, 0 1 ISPARE 0 1\\\\\\I 0 1\\\\\\I 20 1 1 1 39 1 1 40 1-----I-----1\\\\\I 0 1\\\\\I----- 0 1 ISPARE I------------------------ 0 I\\\\\\I\\\\\\I 0 1 -------------------------------------------------------------------- 20 1 1 1 41 1 1 42 1-----I-----I\\\\\I\\\\\I 0 1----- ------------------------- 0 1 I I 0 14 1 0 1\\\\\\ I\\\\\\ I 1 IS.F. I I S. F. I I 1 0 1\\\\\ I\\\\\ I 0 I 14 1 I---------- 0 14 1\\\\\\I 0 1\\\\\\I---- 1---IS.F. I IS.F. I -----I-----1\\\\\1 0 1\\\\\I---------- 0 14 1 I---------- 1------------------------------------------------------------------------------------------------------- 0 14 I\\\\\\I\\\\\\I 0 1----- 1-----IS.F. I IS.F. I ----- I ----- I\\\\\I\\\\\I 0 1---------- 0 14 1 I SCHEDULE KEY PANEL PANEL PANEL 1HQ 1CLQ 2CLQ PANEL PANEL 1RH 1RL U Z FLOOR NO: DRAWN BY: AT/DA DATE: 7/03/08 5CALE:A5 NOTED SHEET NO. REVIEW BY: AWB PROD. 2008-050EC; s 2 NO. MECHANICAL EQUIPMENT FEEDER SCHEDULE FOR (9):2008 -050 -MORTON ELECTRIC-AHUs zmZLO (A)=CONNECT VIA LINE VOLTAGE T'STAT BY DIV. 15 CONTRACTOR. MCP = COPYRIGHT MPE, INC (B)=CONNECT VIA CONTROL DEVICES BY DIV. 15 CONTRACTOR. REVISED:June 1, 2006 DATE: June 14, 2008 EQUIPMENT DESCRIPTION VOLTS PH NEUTRAL Y/N LARGEST MOTOR 4SS = COMPRESSOR (F)=PROVIDE FULL SIZE NEUTRAL. ADD'L MOTORS HEAT STRIPS MISC MCA i TOTAL FLA PANEL CB IMOCP (10) DISCONNECT SWITCH NF = STARTER (1)=2 SPEED,1 WINDING MOTOR/STARTER. WIRE PER PHASED, NEUTRAL WIRE GROUND WIRE AHJ = # OF I CONDUIT SIZE / VD (J)=COORDINATE WITH DIV 15 TO BALANCE LOAD OF 1 PHASE FTB MOTORS NOTES WIRE MATERIAL AC -1 AC -4 AC -5 AC -6 CU -1 CU -2,_ CU -3 CU -4 CCU -5 CU -6 DAHU_1 DCU-1 NOTES HP FLA LRA FLA(11) LRA FLA LRA KW AMPS AMPS (10) (5) CODE SIZE (1) FUSE (2) TYPE (3) CODE TYPE (6) (7) RUNS (SEE BELOW) - - 206 1 N 0.75 7.6 45.8 7.5 36.1 44 5& 5 60 60 1 60 NF I #4 #10 COPPER 1 0.75 POB I N 0.75 7.6 45.8 7.5 36.1 - - 44 58.5 60 60 1 60 NF I #4 #10 COPPER 1 0.75 � S 60 60 208 1 - N _ 0.15 7, 6 45. B 7.5 36, 1 44 gg 5 60 60 1 { 60 NF � -- I #4 #10 COPPER t 0.75 208 1 N 0.75 � 7.6 � 45.8 `- I_ 7.5 36.1 44 5 I _ 8. ! - - { - - _ - - 1 60 NF -I --- - #4 #10 COPPER 1 0.75 -3_ N 3.00 - 4.8 32.0 10.0 12.0 _ _ - 17 19.3 20 - - 25 _ ! 1 - - 30 NF I _ - Ito #10 COPPER _ 1 0.75 480 3 N - - - - - -- 1 --- #10 #10 COPPER l 0.75 480 3, 00 4, B 32 0 - - 10.0 1P. 0 17 19, 3 20 P5 1 30 NF I - - - -- - -_ - - -- -0.6 - - - #12 COPPER l D. 75 --� - - - #12 - - - -- -- - - --- #12 COPPER 1 0.75 480 3 N 6 46 0, 6 1Q 0 7 8, 2 15 15 -_ 2 30 10 3R I #12 II _ - - 480 3 N 6 46 0.6 10, 0 7 8.2 j 15 15 2 30 10 3R #1P #12 COPPER 1 0.75 - -- - - - - -- - - - - - 480 3 N 6 46 0.6 IQ 0 7 812 15 15 2 30 10 3R r #12 #11 COPPER 1 0 15 480 3 N - 13 81 0.7 1Q 0 -- 14 17.4 30 30 2 30 20 3R #12 #12 COPPER 1 0.75 480 3 ! N T- - 13 81 0.7 1Q 0 14 17.4 - 30 30 2 30 20 3R #12 #12 COPPER 1 0.75 - - - - - - 208 1 N -- - - 1 1 0.58 15 15 1 30 NF I - #12 #12 COPPER 1 0.75- { - I I 208 1 N 10 66 1.0 14.4 11 13, _4- - 20 20 2 30 - 18 -'I I - #12 _ _ #12 COPPER 1 0.75 -- -- --- - -- (1) PROVIDE DISC SW AT ALL PIECES OF EQUIPMENT AS REQUIRED BY THE N.E.C. AND AHJ UNLESS PROVIDED BY OTHERS (INCLUDING AT MOTORS AND AT STARTERS. (2) FUSES SHOWN FOR REFERENCE ONLY, PROVIDE FUSES AS REC114MENDED BY EQUIPMENT MANUFACTURER. (3) PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC SWS MOUNTED OUTDOORS, I(4) COORDINATE STARTER TYPE WITH MECH EQUIP INSTALLER . (5) CONTRACTOR TO VERIFY THAT C, B, FOR COMPRESSORS IS SUFFICIENT TO ALLOW STARTING OF UNIT, IF REQUIRED FOR STARTING C1, TO BE INCREASED TO A MAX ALLOWED BY N. E. C. CB TO BE HCAR RATED, (6) #12 FEEDERS SHOWN AND OVER 50FT. LONG TO BE #10 FOR 120V CIRCUITS. #12 FEEDERS SHOWN AND OVER 100 FT, LONG TO BE #10 FOR 277 V CIRCUITS, '(7) NEUTRAL CONDUCTOR TO BE SAME SIZE AS PHASE CONDUCTORS '(8) MOTOR CB IS SIZED BASED ON NEMA CODE 'F' OR HIGHER. CHANGE CB SIZE IF REQUIRED DUE TD NEMA CODE OF MOTOR PER N, E C. (9) ALL FEEDERS 100 AMP AND LESS ARE BASED ON 60 DEGREE CONDUCTOR/TERMINATION RATING. ALL OTHER FEEDERS ARE BASED ON 75 DEGREE CONDUCTOR TERMINATIONS, PROVIDE AND INSTALL PROPER TERMINATIONS ON ALL EQUIPMENT PROVIDED BY ANY DIVISION AND/OR SECTION OF THE CONTRACT DOCUMENTS. PROPER TERMINATIONS TO BE AS REQUIRED TO MATCH CONDUCTOR WITH REQUIRED AMPACITY, (10) BASED ON MANUFACTURER'S RECOMMENDATION, I(11) OR BRANCH CIRCUIT SELECTION CURRENT WHEN AVAILABLE. MCP = MOTOR CIRCUIT PROTECTOR W/COMBINATION STARTER MMS = MANUAL MOTOR STARTER SWITCH WITH OVERLOADS AND PILOT LIGHT I = NEMA I ENCLOSURE 3R = NEMA 3R ENCLOSURE 4SS = NEMA 4 WATER TIGHT STAINLESS STEEL ENCLOSURE 4 = NEMA 4 WATER TIGHT NON -CORROSIVE ENCLOSURE VFD = VARIABLE (ADJUSTABLE -AFD) FRED DRIVE UNIT NF = NON-FUSED, WHERE ACCEPTABLE TO AHJ, CONTRACTOR MAY USE PROPERLY RATED MOTOR SWITCH FOR DISCONNECT SWITCH AHJ = AUTHORITY HAVING JURISDICTION. NOTES, (A)=CONNECT VIA LINE VOLTAGE T'STAT BY DIV. 15 CONTRACTOR. (B)=CONNECT VIA CONTROL DEVICES BY DIV. 15 CONTRACTOR (C)=CONNECT VIA VFD/AFD WITH INTEGRAL DISC, SW, (D)=CONNECT VIA COMBINATION DISC/STARTER BY DIV. 15 CONTRACTOR, (E)=CONNECT VIA DISC SWITCH AT EQUIP. BY DIV, 15 CONTRACTOR. (F)=PROVIDE FULL SIZE NEUTRAL. (G)=NMS WITHOUT OVERLOADS, (H)=CONNECT VIA STARTER IN MCC (BY DIV 16), (I)=2 SPEED,1 WINDING MOTOR/STARTER. (J)=COORDINATE WITH DIV. 15 TO BALANCE LOAD OF 1 PHASE FTB MOTORS, (K)=PROVIDE NEW STARTER IN MCC TO MATCH EXISTING. SEE MCC SCHER (L)=WHERE MOTOR IS FED FROM MCC, PANEL CB NOT REQUIRED (M)=CDNNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS (N)=CONNECT EXIST DISC SWITCH AT MOTOR, MODIFY AS NOTED ON DRWGS (0)= (P)= MECHANICAL EQUIPMENT FEEDER SCHEDULE FOR (9): 2008 -050 -MORTON ELECTRIC-RTUs & Efs COPYRIGHT MPE, INC REVISED: June 1, 2006 DATE: July 8, 2008 EQUIPMENT DESCRIPTION VOLTS PH NEUTRAL Y/N HP LARGEST MOTOR LRA FCOMPRESSOR FA�DD L MOLRAS KW T STRIPS AMS TOTAL F �10� (OOC� PAN(E5) CB CODE DISCONNECT ITCH TYPE 3 CODE TYPE WIRE PER NEUTRAL WIRE D GROUND WIRE WIRE MATERIAL # OF CONDUIT SIZE, % VID (SEEBELOW) MISC STARTER - - - -- PHASE 6) (7) RUNS RTU -1 480 3 N 1.50 3.0 20.0 6 46 0.4 10.0 10.6 12.8 16 20 25 25 2 30 20 31R #12 j12 COPPER 1 0.75 -- - -- 0.6 10.0 -- 10.6 12.8 _ 18 20.5: 25 25 2 30 25 3R 10 10 RTU -2 480 3 N 3.00 4.8 32.0 10 64 COPPER 1 0.75- RTU -3 480 _ 3 N 3.00 4.8 32.0 6 46 30 30 2 60 30 3R #10 #10 COPPER 1 0.75 -- 20.5 25 - - - r -- -_- - - 7.8 63.5 - 12.8 15.4 20 I 25.E_ � � - -- { - COPPER 1 0.75 - -- ---- - - 10 #10 ----- -� RTU -5 480 3 N 3.00 4.8 32.0 - 6 46 7.8 63.5 12.8 15.4 20 25.1 30 30 2 60 30 - 3R- - # 10 COPPER 1 0.75 4.8 32.0 9 64 0.8 10.0 10.6 12.8 18 25 2 30 25 3R i RTU -6 480 3 N 3.00 4.8 32._0_ 6 46 7.8 63.5 12.8 15.4 20 25.1 30 30 2 60 30 3R #10 410 COPPER 1 0.75 EF -1 _ 120 1 Y 1 115 3 MMS MMS I #12 #12 12 COPPER 1 0.75 _ G,K TEF -2 120 1 Y - -- - -1 1 15 3 MMS MMS I12 #12 12 COPPER 1 0.75 G K EF -3 - 120 1 - Y - - - 1 1 15 3 MMS MMS I - - -12--- -12--- - #12 COPPER 1 0.75 -_G,K EF -4 120 1 Y - -__ _ - 1 1 15 3 MMS MMS- 12 #12 12 - - -- COPPER - 1- 0.75 -- A G EF -5 120 1 {I Y 1 1 ! 15 - 3 MMS MMS I #12 #12 #12 COPPER 1 0.75 G,K - - EF -6 120 1 Y -- - 1 1 15 3 MMS MMS I #12#12 #12 COPPER 1 0.75 - - -__G,K EF -7 120 1 Y 1 1 _ 15 3 MMS MMS I �- 12 12 12 COPPER 1 0.75 G,K EF -8 120 1 Y.__ --- - - - 1 1 - -- 15 3 MMS MMS 1 #12 #12 _ #12 COPPER 1 0.75_ - - - G,K - EF -9 � 120 _ 1 Y 15 3 MMS MMS I � 12 #12 #12 COPPER 1 0.75 G,K ELEVATOR 480 3 N 20.00 27.0 145.0 27 70 2 - 60 50 I ----- - 8 #8 COPPER 1 0.75 - - - r IWH 120 1 Y 2.4 20.0 20 25 3 MMS MMS I #10 COPPER 1 0.75 G - __--.---- ---.. -- -- LIFT STATION 4 63.5 15 30 #12 #12 C80 3 N 5.00 7.6 46.0 _ 7.6 - COPPER 1 0.75 GENERATOR COOLANT HEATER 208 3 N 0.8 2.1 2 - 15 3 MMS MMS I 12 #12 COPPER 1 0.75 0.45 G i GENERATOR BATTERY CHARGER 120 1 Y-- - - _ _ - - 7 7 10 20 20 3 MMS MMS I - -- 10 -- COPPER 1 0.75 1.84 - - - #10 10 --- -- f 1 0.75 1.84 GENERATOR LIGHT AND RECEP. 120 1 Y _ #10 X10 #10 COPPER I � NOTES ( ) (1) PROVIDE DISC SW AT ALL PIECES OF EQUIPMENT AS REQUIRED BY THE N.E.C. AND AHJ UNLESS PROVIDED BY OTHERS (INCLUDING AT MOTORS AND AT STARTERS (2) FUSES SHOWN FOR REFERENCE ONLY, PROVIDE FUSES AS RECOMMENDED BY EQUIPMENT MANUFACTURER. '(3) PROVIDE NEMA OUTDOOR RATED ENCLOSURES FOR ALL DISC SWS MOUNTED OUTDOORS. i(4) COORDINATE STARTER TYPE WITH MECH EQUIP INSTALLER . (5) CONTRACTOR TO VERIFY THAT C.B. FOR COMPRESSORS IS SUFFICIENT TO ALLOW STARTING OF UNIT, IF REQUIRED FOR STARTING C.B. TO BE INCREASED TO A MAX ALLOWED BY N.E.C. CB TO BE HCAR RATED. (6) #12 FEEDERS SHOWN AND OVER 50FT. LONG TO BE #10 FOR 120V CIRCUITS. #12 FEEDERS SHOWN AND OVER 100 FT. LONG TO BE #10 FOR 277 V CIRCUITS. (7) NEUTRAL CONDUCTOR TO BE SAME SIZE AS PHASE CONDUCTORS. (8) MOTOR CB IS SIZED BASED ON NEMA CODE 'F' OR HIGHER. CHANGE CB SIZE IF REQUIRED DUE TO NEMA CODE OF MOTOR PER N.E.C. (9) ALL FEEDERS 100 AMP AND LESS ARE BASED ON 60 DEGREE CON DUCTOR/TERMINATION RATING. ALL OTHER FEEDERS ARE BASED ON 75 DEGREE CONDUCTOR TERMINATIONS. PROVIDE AND INSTALL PROPER TERMINATIONS ON ALL EQUIPMENT PROVIDED BY ANY DIVISION AND/OR SECTION OF THE CONTRACT DOCUMENTS. PROPER TERMINATIONS TO BE AS REQUIRED TO MATCH CONDUCTOR WITH REQUIRED AMPACITY. (10) BASED ON MANUFACTURER'S RECOMMENDATION. I(11) OR BRANCH CIRCUIT SELECTION CURRENT WHEN AVAILABLE. (K)=CONNECT VIA WALL SWITCH LOCATED ADJACENT TO LIGHT SWITCH. (L)=WHERE MOTOR IS FED FROM MCC, PANEL CB NOT REQUIRED (M)=CONNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS (N)=CONNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS (0)= (P)= MECHANICAL EQUIPMENT SCHEDULES AHU'S & CU'S RTU'S, EF'S, & MISC. A 0 2008 ADRIAN BAUS P.E.f 52590 co aooLo r- cno NOTES: zmZLO (A)=CONNECT VIA LINE VOLTAGE T'STAT BY DIV. 15 CONTRACTOR. MCP = MOTOR CIRCUIT PROTECTOR W/COMBINATION STARTER (B)=CONNECT VIA CONTROL DEVICES BY DIV. 15 CONTRACTOR. MMS = MANUAL MOTOR STARTER SWITCH WITH OVERLOADS AND PILOT LIGHT (C)=CONNECT VIA VFD/AFD WITH INTEGRAL DISC. SW. I = NEMA I ENCLOSURE (D)=CONNECT VIA COMBINATION DISC/STARTER BY DIV. 15 CONTRACTOR. 3R = NEMA 3R ENCLOSURE (E)=CONNECT VIA DISC SWITCH AT EQUIP. BY DIV. 15 CONTRACTOR. 4SS = NEMA 4 WATER TIGHT STAINLESS STEEL ENCLOSURE (F)=PROVIDE FULL SIZE NEUTRAL. 4 = NEMA 4 WATER TIGHT NON -CORROSIVE ENCLOSURE (G)=MMS WITHOUT OVERLOADS. VFD = VARIABLE (ADJUSTABLE -AFD) FREQ DRIVE UNIT (H)=CONNECT VIA STARTER IN MCC (BY DIV 16). NF = NON-FUSED. WHERE ACCEPTABLE TO AHJ, CONTRACTOR MAY USE PROPERLY RATED MOTOR (1)=2 SPEED,1 WINDING MOTOR/STARTER. SWITCH FOR DISCONNECT SWITCH AHJ = AUTHORITY HAVING JURISDICTION. (J)=COORDINATE WITH DIV 15 TO BALANCE LOAD OF 1 PHASE FTB MOTORS (K)=CONNECT VIA WALL SWITCH LOCATED ADJACENT TO LIGHT SWITCH. (L)=WHERE MOTOR IS FED FROM MCC, PANEL CB NOT REQUIRED (M)=CONNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS (N)=CONNECT EXIST DISC SWITCH AT MOTOR. MODIFY AS NOTED ON DRWGS (0)= (P)= MECHANICAL EQUIPMENT SCHEDULES AHU'S & CU'S RTU'S, EF'S, & MISC. A 0 2008 ADRIAN BAUS P.E.f 52590 co aooLo r- cno zmZLO -"'� .`(U O?w En cc(nW vJ . t vl WWz=o F-WOC7m� ALL CC aa:z z m apo x �5-WWtVZ 'CL if 01-0 AdmkL S2 U z � o U� LU 1 73^ W s - z L4-- 0 0 1� . T) 0 G FLOOR NO: 0 DRAWN BY: AT/DA DATE: 7/03/08 SCALE:A5 NOTED SHEET NO. REVISIONS: REVIEW BY: AWB PROD. 2008-050 NO. E7 0 u7 0 010 O O m O n w n HIGH DENSITY PLASTIC, COMPOSOLITE, OR CAST IRON COVER WITH LEGEND "GROUND" EMBOSSED ON COVER. CAST IRON COVER TO HAVE EXOTHERMIC WELDED GROUND WIRE CONNECTION TO ROD (#6 STRANDED COPPER WITH 3 FT. MINIMUM SLACK). TYPICAL. Lu TO EQUIPMENT OR--- GROUND BUSBAR BEING GROUNDED / II I I u n I I n n � V (SEE NOTE I I I I I I I I BARE COPPER GROUND CONDUCTOR. SEE SPECIFICATIONS FOR APPLICABLE SIZE REQUIREMENTS. GROUND ROD AS CALLED FOR IN SPECIFICATIONS FOR USE (SEE NOTE 6) FINISHED GRADE WELL WITH OPEN BOTTOM, TYPICAL (SEE NOTE 3) EXOTHERMIC WELD (TYPICAL) 6" OF GROUND ROCK NOTES: 5) DEPTH PER CODES, 1'-0" MINIMUM. 1) SEE SPECIFICATIONS, SECTION. 6) IF THREE RODS IN A DELTA CONFIGURATION DOES NOT 2) NOT FOR USE IN PAVED, ETC. LOCATIONS. PROVIDE SPECIFIED RESISTANCE, CHANGE ROD LENGTHS FROM MINIMUM SPECIFIED TO 40 OR MORE FEET AS 3) INCREASE DEPTH, DIAMETER, SIZE, ETC. IF REQUIRED REQUIRED TO PROVIDE SPECIFIED RESISTANCE. DUE TO INSTALLATION AND ACCESS REQUIREMENTS. 7) MEASUREMENT OF RESISTANCE VALUES TO PROVE COMPLIANCE 4) CONCRETE COVERS ARE NOT ACCEPTABLE. WITH SPECIFIED RESISTANCE SHALL BE WITH GROUND RODS CONNECTED IN DELTA CONFIGURATION BUT DISCONNECTED ROUND WELL DETAIL (MAIN SERVICE) FOR FROM EQUIPMENT OR BUSBAR BEING GROUNDED. 8) DIMENSION BETWEEN RODS SHALL BE EQUAL TO OR MORE RASSY UNPAVED NON -TRAFFIC AREAS THAN LENGTH OF ROD INSTALLED. TO EMERGENCY LIGHTS ELECTRICALLY HELD LIGHTING CONTACTOR WITH 20 AMP, NORMALLY CLOSED CONTACT. — �—E LOCAL NORMAL POWER LIGHTING CIRCUIT L AHEAD OF ALL 120V SWITCHES OR I c 277V BRED SWITCH TERMINATE CONDUIT 6" PROVIDE AND INSTALL ABOVE TOP OR 6" BELOW GROUNDING BUSHING BOTTOM OF BUSBAR. FOR ALL METALLIC - CONDUIT TERMINATIONS. CONNECT GROUND WIRES TO BUSBAR WITH BURNDY "QUIKLUG" TWO HOLE TERMINAL GROUND WIRE LUGS. (TYP.) MOUNT AT 2" SPACING. PROVIDE QUANTITY AS REQUIRED TO CONNECT CONNECT GROUND WIRES TO ALL GROUND CONNECTIONS CALLED FOR ON I 12 BUSBAR WITH BURNDY "QUIKLUG" DRAWINGS OR IN SPECS. r (SEE NOTE 4) TWO HOLE TERMINAL LUGS. (TYP.) MOUNT AT 2" SPACING. PROVIDE O OO ® ® QUANTITY AS REQUIRED TO CONNECT O O 2" (^ } t ^ ALL GROUND CONNECTIONS CALLED FOR OTHER LOCATIONS PROVIDE #2/0 INSULATED COPPER GROUND `-COMMUNICATIONS/SYSTEM' CONNECTION TO MAIN ELECTRICAL ®®O SERVICE GROUND ROD ELECTRODE ®/ O PROVIDE COUNTERPOISE O ABOVE ALL Lo ® FOR ON DRAWINGS OR IN SPECS. CONDUCTOR TO Z W � a. 03 SYSTEMS 00 CABINET CONDUCTOR IN RACEWAY BONDING JUMPER TO OTHER CABINETS/ SIZED PER TABLE STANDOFF (GLASTIC #2015-4C). BOND METAL CONDUIT TO BUSBAR PANEL TYPICAL OF TWO. BUSBAR DETAIL FOR MAIN ELECTRICAL ROOM, PROVIDE #2/0 GROUND WIRE *SYSTEMS" 2" POLYESTER MOLDED INSULATOR :BAR INSULATED COPPER GROUND CONDUCTOR TO IN MAIN BUILDING MAIN BUILDING ELECTRICAL SERVICE. CONDUCTOR. ELECTRICAL ROOM. OR COPPER GROUND WIRE TO LOCAL 120/208V PROVIDE WHITECORE BAKELITE STEP DOWN TRANSFORMER (PVC CONDUIT SHOWN) NAMEPLATE FASTENED TO WALL/ GENERAL NOTES: SURFACE BELOW BUSBAR AT EACH FLOOR WITH DESIGNATION 1) ALL HARDWARE BOLTS, NUTS, WASHERS, ETC. SHALL BE SOLID COPPER "ELECTRICAL SYSTEMS GROUND OR SILICONE BRONZE. COPPERPLATING IS NOT ACCEPTABLE. BUSBAR" ENGRAVED THEREON 2) BUSBAR SHALL BE 1/4' THICK x 2" WIDE FLAT COPPER BAR. IN 1/2' HIGH LETTERS 3) THE MAIN ELECTRICAL SYSTEMS GROUND BUSBAR IN MAIN ELECTRICAL ROOM SHALL BE SIMILAR EXCEPT THE BUSBAR SHALL BE 24" LONG x 4" HIGH (MINIMUM). USE PVC CONDUIT UNLESS REQUIRED OTHERWISE BY APPLICABLE CODES. 4) INCREASE LENGTH AS REQUIRED FOR NUMBER OF CONNECTIONS AND STILL WHERE METAL CONDUIT IS USED PROVIDE 2" SPACING BETWEEN LUGS. GROUND AS SHOWN. E— N EMERGENCY POWER E— L LIGHTING CIRCUIT NOTES 1) FOR USE WHEN EMERGENCY LIGHTS ARE TO BE CONTROLLED 'ON - OFF' BY 'EMERGENCY' LOCAL SWITCH, WHEN NORMAL POWER IS AVAILABLE, AND AUTO 'ON' UPON LOSS OF NORMAL POWER. 2) RELAY ENERGIZED WHEN NORMAL POWER AVAILABLE. 3) SEE ELECTRICAL DRAWINGS FOR EXACT CIRCUIT NUMBERS. RELAY VOLTAGE TO MATCH CIRCUIT VOLTAGE. EMERGENCY LIGHTING CONTROL WITH SWITCH - SCHEMATIC N.T.S. LCS6 150 FEET A REV1510N5: ADDMONAL GROUND ROD EVERY 150 FT. ALONG RACEWAY SYSTEM OR DUCTBANK SYSTEM. 6" NO MORE THAN 150 FT. FROM `-COMMUNICATIONS/SYSTEM' CONNECTION TO MAIN ELECTRICAL CABLE RACEWAY SYSTEMS SERVICE GROUND ROD ELECTRODE OR DUCTBANK SYSTEM. N.E.C. 800.33 AND 800.40 PROVIDE COUNTERPOISE GROUND RODS ABOVE ALL PER SPECIFICATIONS COMMUNICATIONS/ TTB OR SPEC. SECTION 16160 SYSTEMS RACEWAY Z W � a. 03 SYSTEMS MAIN SYSTEMS ROOM GROUND BUSBAR DETAIL N.T.S. GRDBAR r%lm1 HAAT ROOF PENETRATION DETAIL ELECTRICAL (TYPICAL) N.T.S. NOTES: RPD1 1) COORDINATE WITH ROOFING SYSTEM AND PROVIDE BOOT CAMPATIBLE WITH SYSTEM. 2) ROOF PENETRATION INSTALLATION MUST BE ACCEPTABLE TO ROOFING SYSTEM MANUFACTURER. COPPER GROUNDING GROUND ALL METAL CABLE X ELECTRODE SHEATHS PER 0 CONDUCTOR SIZED N.E.C. 800.33 AND 800.40 ZILI^ n cn PER N.E.C. TABLE 'LOCAL' GROUND BUSBAR PER 250.66 TTB OR SPEC. SECTION 16160 0 Z W � a. 03 SYSTEMS #6 INSULATED COPPER GROUND 00 CABINET CONDUCTOR IN RACEWAY BONDING JUMPER TO OTHER CABINETS/ SIZED PER TABLE TERMINAL BOARDS 250.66 TO 208V PANEL SEE GROUND BUSBAR DETAIL *SYSTEMS" GROUND #2/0 INSULATED BUSBAR COPPER GROUND CONDUCTOR. _ ......... #2 BARE COPPER COUNTERPOISE BONDING JUMPER SIZE PER TABLE 250.66 SYSTEM GROUND BUSBAR. PROVIDE ON WALL IN MAIN ROOM WITH TELEPHONE SITE SERVICE TERMINATIONS AND IN OTHER MAIN SYSTEMS ROOMS. CONNECT ALL SYSTEMS GROUND BUSBARS TOGETHER WITH #2/0 COPPER GROUND CONDUCTOR. EEL MAIN ELECTRICAL ROOM NEAREST AVAILABLE EFFECTIVELY BOND TO BUILDING GROUNDED STRUCTURAL METAL STRUCTURAL STEEL MEMBER OF STRUCTURE OR WHERE AVAILABLE PER OTHER GROUNDING ELECTRODES N.E.C. 250.30 AND PER N.E.C. 250.30 AND 250.104 250.104-7 BOND TO ALL BUILDING INTERIOR METAL PIPING PER N.E.C. 250.30 AND 250.104 GROUND BUSBAR. SEE DETAIL PROVIDE ON WALL IN SAME ROOM AS TRANSFORMER EQUIPMENT GROUND TO 480V PANEL STEP-DOWN GROUNDING SYSTEM N.T.S GS1 1 1/2"x1 1/2" KINDORF HORIZONTAL BRACES AS REQUIRED FOR EQUIP. AND CONDUIT. i LIQUID TIGHT EQUIPh CONNECTIONS (TYP.) DISCONNECTS/STARTERS AS INDICATED ON PLANS THREADED GALVANIZED CAP. W.P. GFI RECEP. AND CAST IRON BOX AS NOTED ON PLANS. 2 1/2' GALVANIZED RIGID CONDUIT. KINDORF PIPE STRAP (TYP.) GRS CONDUIT (TYP.) ROOF PENETRATION SEAL OFF-` '--MOUNT TO STRUCTURE PER PER ARCHITECT. (TYP.) STRUCTURAL ENGINEER DISCONNECT RACK - ROOF MOUNTED NOTE N.T.S. DRM5 1) SIZE OF FRAME TO BE AS REQUIRED FOR EQUIP. SIZE. 3) BOND TO LIGHTING PROTECTION SYSTEM PER NFPA 780. 2) MAINTAIN MINIMUM SPACING BETWEEN ROOF PENETRATIONS AS REQUIRED BY DIVISION 7. 4) COVERS ON RACK MOUNTED RECEPTACLES TO BE WEATHERPROOF WHEN IN USE TYPE. REV. EARTH CONCRETE -ENCASED ELECTRODE - SIDE VIEW N.T.S (PER N.E.C. 250.52(A)(3) CEE-SV CIRCLE NOTES t�1 BOND STRUCTURAL STEEL COLUMN OR TO RE -BARS IN ARRANGEMENT FOR MULTIPLE SEPARATELYDERIVED SYSTEM MAY BE MODIFIED FOR THE REINFORCED CONCRETE COLUMNS. (SEE DETAIL). GROUNDING ELECTRODE CONDUCTOR AS ALLOWED BY NEC 250.30 (4) (2) (6) AND BURNDY TYPE "GAR -TC" CABLE TO PIPE CONNECTOR 250.30 (4) (3), USING TAPS FROM COMMON WITH TWO HOLE COPPER COMPRESSION TERMINAL LUG CONDUCTOR. CONTRACTOR TO SUBMIT UNDER U -BOLT NUT. WIRING DIAGRAM FOR APPROVAL- MAIN PPROVAL BOND TO ALL BUILDING INTERIOR METAL PIPING PER N.E.C. 250.104 CONDUCTOR SIZED PER N.E.C. TABLE 250.66 OR U.L. APPROVED #2/0, WHICHEVER IS GREATER CONNECTIONS THAT SURGE SUPPRESSION COMPLY WITH SPEC. (TYPICAL) GROUND CONNECTOR AS RECOMMENDED BY SURGE SUPPRESSION MANUFACTURER. BUILDING MAIN ELECTRICAL SERVICE FOR PANEL/SWITCHBOARD MAIN SERVICE GROUND BAR. PROVIDE U.L APPROVED LUG #2/0 INSULATE COPPER GROUFOR EACH GROUND CONNECTION. COPPER GROUNDING ELECTRODE ND CONDUCTOR COPPER GROUNDING ELECTRODE CONDUCTOR SIZED TO MATCH CONDUCTOR SIZED TO MATCHCONDUCTOR REQUIRED BY N.E.C. CONDUCTOR REQUIRED BY N.E.C. TABLE 250.66 OR #2/0, WHICHEVER TABLE 250.66 OR #2/0, WHICH IS GREATER. EVER IS GREATER SEE MAIN SERVICE GROUND DETAIL ROUND WELL(S) - _ SEE DETAILS. lit . I #2 BARE COPPER COUNTERPOISE. PROVIDE ADDITIONAL GROUND ROD EVERY 150 FEET. 2 IN. MIN. PVC CONDUIT CONCRETE -ENCASED II WITH GROUNDING ELECTRODE I ii CONDUCTOR — ii u n GROUNDING ELECTRODE l CONDUCTOR PER NEC I LGROUND 120.30. SEE CIRCLE POWER/LIGHTING SITE DISTRIBUTION NOTE 0. — —FEEDER OR BRANCH CIRCUITRY SEE CONCRETE -ENCASED RACEWAY SYSTEM OR DUCTBANK ELECTRODE DETAIL SYSTEM. PROVIDE COUNTERPOISE ABOVE ALL POWER/LIGHTING RACEWAYSYSTEMS. MAIN COLD WATER SERVICE BUILDING MAIN ELECTRICAL SERVICE RODS PER PIPE CONNECTION PER N.E.C. GROUND ROD ELECTRODE SYSTEM. SPECIFICATIONS 250.104 & 250.52 & 250.30 (THREE GROUND RODS TIED TOGETHER IN A DELTA CONFIGURATION) REV. 8/16/01 DRAWN BY: AT/DA DATE: 7/03/08 5CALE:A5 NOTED REVIEW 5Y: AWB PROJ. 2008-050 NO, "4 cx W � o U00 CN U w m 7 o0 rn cizo o �1 m > cn Q �o rn -o 00 o ti. N O o �- M � !IJP' V 42008 ADRIAN BADS P.E.-,j 52580 �8 � p ct) o mN In t„p m ._ Lo zo = Q M ^�? >Lo6 0 pZW= ZILI^ n cn Z ui Q WZ O Q CcZ 0 Z W � a. 03 2 Q u 00 AM111L m2 U z m U oz_/ � o ULL_ LLJ J 75 u.jo Z L4— O� FLOOR NO: 5HEET NO. HEAT DETECTOR AT TOP OF SHAFT. SMOKE DETECTOR AT TOP OF SHAFT. TOP FLOOR SECOND FLOOR LOBBY LOBBY CEILING .LOBBY.. NOTES: 1) 2) 3) 4) SMOKE DETECTOR AT TOP FLOOR LOBBY. 5) INSTALLATION TO COMPLY WITH ASME A17.1 (LATEST ADOPTED EDITION) INSTALLATION TO COMPLY WITH NFPA 72 (LATEST ADOPTED EDITION) SMOKE DETECTORS IN LOBBIES, MACHINE ROOMS, AND HOISTWAYS SHALL INITIATE PHASE 1 OPERATION. SMOKE DETECTORS IN MACHINE ROOMS AND HOISTWAYS SHALL ACTIVATE "DO NOT USE ELEVATOR" LIGHTS. "DO NOT USE ELEVATOR" UGHTS SHALL BE PLACED AT DESIGNATED LEVEL OF RECALL AND ALTERNATE LEVEL OF RECALL ONLY TOP FLOOR ADD SMOKE DETECTORS AT ELEVATOR LOBBY 6) ACTUATION OF SMOKE DETECTORS MAY CAUSE A ON EACH FLOOR IN ACCORDANCE WITH CODE. SUPERVISORY SIGNAL AT FIRE ALARM CONTROL PANEL IF "DO NOT USE ELEVATOR" LIGHT MOUNTED PANEL IS LOCATED AT A CONSTANTLY ATTENDED LOCATION ADJACENT TO PHASE 1 SWITCH. TYPICAL AND IF ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. COORDINATE WITH ELEVATOR VENDOR SMOKE DETECTOR TO PROVIDE ACTUATION OF THREE IN ELEVATOR MACHINE ROOM. (3) ELEVATOR CONTROL CIRCUITS AS REQUIRED BY NEPA 72. SECOND FLOOR TO FIRE ALARM SYSTEM ELEVATOR SHAFT SMOKE DETECTOR FIRST FLOOR AT FIRST FLOOR LOBBY. SMOKE DETECTOR FIRE ALARM SHUNT AT BOTTOM OF SHAFT. TRIP MONITOR RELAY. (IF REQUIRED BY HEAT DETECTOR AT BOTTOM OF SHAFT THE AUTHORITY NEXT TO SPRINKLER HEAD NOT MORE HAVING JUISDICTION). THAN 2 FEET (0.61m) ABOVE THE FLOOR OF THE PIT PER NFPA ELEVATOR MACHINE _ROOM CEILING TO FIRE ALARM SYSTEM TO ELEVATOR CONTROLLER FIRST FLOOR ELEVATOR SHUNT TRIP BREAKER ELEVATOR RECALL ONE -LINE DIAGRAM - SPRINKLED APPLICATIONS N.T.S. ELEVRCL2 AWARNING Arc Flash and Shock Hazard Appropriate PPE Required NOTES PROVIDE/INSTALL SIGN ON ALL EQUIPMENT PER ANSI, NEC, AND OSHA. ANSI Z535.4-1998, PRODUCT SAFETY SIGNS AND LABELS, PROVIDES GUIDELINES FOR THE DESIGN OF SAFETY SIGNS AND LABELS FOR APPLICATION TO PRODUCTS. "ARC FLASH AND SHOCK HAZARD• SIGN N.T.S 0 REVISIONS: AFSH 0 0 SERV�CE CONS�SUS Ofd T[NG°3[�C� �aj C�[��a • ONE 191 TO MAN ELEC. RYIV. _ NORMAL SERVICE FWOGBVIP�PYv TRANSFORMER • ONE to T0 MECHANICAL ROOM -ATS -LS _ EMERGENCY POWER FROM MAYOR • ONE IW 40 MECHANICAL ROOM -ATS -0 -STANDBY POWER FROM GENERATOR 0 0 QJGRA4ID LAMINATED SIGN SERVICE SIGN DETAIL 9SSD1• N.T.S. SSD1 REV. 1 DEVICE DESIGN SELECT10N APPROVED SUBSTITUTE APPROVED SUBSTITUTE VOLTAGE #CONTACTS REQ. PHOTOCELL TORK #2101 (2104) PARAGON #CW201-00 (CW201-27) INTERMATIC #K4121 M (K 123M) 120V(277) -------- TIME CLOCK TORK #W220L (W222L) PARAGON #7218-00 (7218-27) INTERMATIC #T7801 BC (7802BC) 120V(277) 2-N.O. 2-N.C. HOA SEL. SW. I SQ."D" #KS43B 8 #KA -1 I G.E. #CR294OUB202B ALLEN BRADLEY #800TT-J2A 600V MAX. I-N.O. 1-N.C. ( ) INDICATES CAT # FOR 277V. SELECT DEVICE TO MATCH CONTROL CIRCUIT VOLTAGE. �GSERIES � CONTROL RELAY G.E#CR1�R ERIESCONTACTOR ITCO WITH-CONTROL 12OV(277) 4-N.O. () INDICATES CAT # FOR 277V. SELECT DEVICE TO MATCH CONTROL CIRCUIT VOLTAGE. NOTE: UGHTING CONTACTOR SHALL BE MECHANICALLY HELD AND HAVE 30 AMP CONTINUOUS RATING FOR TUNGSTEN & BALLAST LIGHTING AND RESISTIVE HEATING LOADS. TIME CLOCK TO HAVE RESERVE SPRING CARRY OVER. �— PHOTOCELL (PC(*)B) H -O -A SELECTOR SWITCH COIL CLEARING CONTACTS — — MOUNT IN NEMA 1 ENCL. I CR c TWO WIRE 2P CONTROL RELAY CR CLEAR TC(*)B CLOCK I I Lj MCR 1 IP LIGHTING CONTACTOR MOUNT IN I NEMA 1 ENCL MX(*)B CONTROLL CIRCUIT (N 1 L N LIGHTING CIRCUITS LIGHTING CIRCUITSTO LIGHTS FROM PANEL N N - ---- LIGHTING CONTROL SCHEMATIC (EXTERIOR) - PHOTOCELL 'ON'. TIMECLOCK 'OFF' N.T.S. LCS4 NOTE: PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER APPLICATION, SEE ELECTRICAL DRAWINGS TO DETERMINE EXACT NUMBER OF DEVICES. SEE ELECTRICAL DRAWINGS FOR ACTUAL CIRCUIT NUMBERS. PROVIDE MINIMUM OF 2 ADDITIONAL/SPARE CONTACTS. REV 8/1 I , ' • KAM OF E&C" CAL G%M DAY\ OR NLOMN • Never Operate Switch With Door Open. • Turn Off Switch Before Removing Or Installing Fuses Or Making Load Side Connections. • Always Use A Properly Rated Voltage Sensing Device At All Line And Load Side Fuse Clips To Confirm Switch Is Off. • Turn Off Power Supplying Switch Before Doing Any Work On Or Inside Switch. FAILURE TO FOLLOW THE ABOVE NSTRUCTIONS WILL RESULT IN EECTFICAL SHOCk SEVERE PE%ONAL KAM OR DEATH. 'USIBLE N.T.S. 'CONNE( NOTE- AFFIX OT :AFFIX THIS SELF ADHESIVE FILM LABEL TO ALL FUSIBLE DISCONNECT ELECTRICAL EQUIPMENT ON BOTH THE INSIDE AND OUTSIDE COVER OF THE DEVICE. LABEL 'FDL' DEVICE DESIGN SELECTION APPROVED SUBSTITUTE APPROVED SUBSTITUTE VOLTAGE #CONTACTS REQ. PHOTOCELL TORK #2101 (2104) PARAGON #CW201-00 (CW201-27) INTERMATIC #K4121 M (K4123M) 120V(277) -------- HOA SEL SW. I SQ."D" #KS43B 8 #KA -1 I G.E. #CR294OUB202B ALLEN BRADLEY #80OTT-J2A 600V MAX. I-N.O. 1-N.C. CONTACTOR SO. SMG SERIES WITH L RELAY G.E. R160MB SERIES OL 120V(-77) 4-N.O. ( ) INDICATES CAT # FOR 277V. SELECT DEVICE TO MATCH CONTROL CIRCUIT VOLTAGE. NOTE: LIGHTING CONTACTOR SHALL BE MECHANICALLY HELD AND HAVE 30 AMP CONTINUOUS RATING FOR TUNGSTEN & BALLAST LIGHTING AND RESISTIVE HEATING LOADS. `-PHOTOCELL 0 ROOF 120V OR 277V CONTROL CIRCUIT N WR111101 yp� � � � CR A R c LIGHTING CONTACTOR CR B LATCH MOUNT IN NEMA I ENCL MX(*)A 0 �� c /// A & B REVERSING COIL A �� UNLATCH CLEARING CONTACTS N LIGHTING L CIRCURS N TO LIGHTS N L N LIGHTING CONTROL SCHEMATIC (EXTERIOR) - PHOTOCELL 'ON - OFF' NTS LCS3 NOTE: PROVIDE, INSTALL & CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER APPUCATION, SEE ELECTRICAL DRAWINGS TO DETERMINE EXACT NUMBER OF DEVICES. SEE ELECTRICAL DRAWINGS FOR ACTUAL CIRCUIT NUMBERS. PROVIDE MINIMUM OF 2 ADDITIONAL/SPARE REV 08/01/07 DRAWN BY: AT/DA I DATE: I 7/03/08 ISCALE:AS NOTED REVIEW BY: AWBI 'KO" . NO. 2008-050 JUL W 0 X08 ADRIAN BAUS P.E.# 52580 V L L (, O _0) Ew !.; 1 ME U z M U_ � O U �- W ._l 73 W 0 zE 0M FLOOR NO: SHEET NO. E 9. 2 0 0 0 00 0 (V 0 w a. M cmo co Jd�US 0 Z M ��'Q 0ZW='LNn� ��o ZNLU 0 CC LU�j � LL � � LL Q Tv1 m II— v W Qa:ZC9 0 CO x b- W W U V V L L (, O _0) Ew !.; 1 ME U z M U_ � O U �- W ._l 73 W 0 zE 0M FLOOR NO: SHEET NO. E 9. 2 0 0 0 00 0 (V 0 w a. M CONCRETE PAD /./,/--CONDUIT STUB UP HEX NOTES: OSEE MECHANICAL EQUIPMENT FEEDER SCHEDULE FOR CIRCUIT No. &WIRE/CONDUIT SIZING. O2 SEE FEEDER SCHEDULE FOR WIRE/CONDUIT SIZING. O3 PARALLEL SHUNT TRIP WIRING TO GENSEf OUTPUT BREAKER WITH THE FUEL SHUT-OFF SOLENOID VALVE. (D(2)#12, 3/4"C TO REMOTE STOP PUSHBUTTON STATION (SEE 2 POWER FEEDER TO TRANSFER POWER PLANS FOR LOCATION) -r_�/� SWITCH, SEE POWER RISER DIAGRAM i B 1-1/2"C. TO TRANSFER SWITCH WITH ANNUNCIATION/CONTROL WIRING AS APPLICABLE FOR GENERATOR CONTROL INSTALLATION PANEL (NORMAL ' POSITION) A 1 CLQ -27 LOW FUEL ---- -- ALTERNATE LOCATION FOR SENSOR GENERATOR CONTROL PANEL -14 O1 1 CLQ -29 WPG BATTERY CHARGER AND 4 GENERATOR BATTERY PAN HEATER 3O FUEL ELECTRIC 01 1 L-26:28:30 SOLENOID SHUTOFF VALVE ;------- WATER JACKET HEATER SEE GENERATOR RADIATOR END OF GENSET PAD DETAIL A PLAN VIEW 0 REVISIONS: CONTROL PANEL BODINE EMERG. BATTERY UNIT. - WEATHERPROOF NIT. - WEATHERPROOF BATTERY CHARGER AND ENCLOSURE -\ BATTERY PAN HE FINISHED GRADE EMERGENCY SHUT-OFF BREAK GLASS STATION LOCATION ON POWER PLAN 'S I 3 I OBATTERY CHARGER CIRCUIT ©1-1 /2"C. TO XFER SW. CONTROL & ANNUNCIATION 8 O4 PROVIDE DANIEL WOODHEAD#1324 FLUORESCENT TWINLAMP [(2) F15T8/CW LAMPS] ON EACH SIDE OF GENERATOR HARD WIRE TO SWITCH ABOVE RECEPTACLE LOCATION. FIXTURE AT CONTROL PANEL [SIDE][END] TO BE SUSPENDED ABOVE CONTROL PANEL SO IT LIGHTS FACE OF PANEL. PROVIDE AND WIRE IN REMOTE BODINE EMERGENCY BATTERY UNIT FOR EACH FIXTURE (TAP BEFORE SWITCH SO LIGHT CAN BE TURNED OFF WITHOUT PUTTING LIGHT INTO EMERGENCY MODE). S P.S.T. SWITCH IN CAST BOX W/W.P. COVERPLATE GFI DUPLEX RECEPTACLE -WATER CAST BOX WATER JACKET HEATER FUEL ELECTRIC SOLENOID SHUT -OFT VALVE � SKID MTD DOUBLE WALL UL LISTED FUEL TANK / `3' MIN. `-GROUND ROD AND TEST WELL \ O1 WATER JACKET HEATER REFER TO DETAIL, THIS SHEEP. A) 1 CLQ -27 POWER FEEDER TO TRANSFER SWITCH SEE POWER RISER DIAGRAM OA SIDE ELEVATION EMERGENCY GENERATOR WIRING DETAIL REV 8/30/07 R S Fl REINFORCED CONCRETE P 6" GRAVEL BASE rF TT Lei REFER TO TANK SHOP DWGS. FOR EXACT DIMENSIONS REBAR, 12" O.C. EACH WAY FUEL TANK NOTE: APPROXIMATE PAD SIZE IS 7'-0" BY 13'-0". FEILD VERIFY EXACT SIZE REQUIRED TO HAVE PAD EXTEND 6" ALL AROUND TANK AS SHOWN. 0 I STUB UP WINDOW I EDGE OF CONCRETE PAD 1 I "A" I VERIFY I I I I I FIELD VERIFY ----------- --- -i :F16 VERIFY GENERATOR CONCRETE PAD PLAN NTS REFER TO TANK SHOP DWGS. FOR EXACT DIMENSIONS ELD VERIFY NOTE: TOP OF GENERATOR WILL BE APPROXIMATELY 8'-0" ABOVE FINISHED GRADE GENERATOR ELEVATION VIEW DRAWN BY: AT/DA REVIEW BY: AWB DATE: 7/03/08 PROJ. 2008-050 NO. 5CALE:A5 NOTED MAIN CIRCUIT DUSING LEXIBLE SKID ELBOW EO) TO EM. DIST. J/ -r J I/111VLLJJ STEEL ANCHOR BOLTS FOUR EACH SIDE WITH NUT AND WASHER ASSEMBLY P.E.# 52580 to � O c Jao� m L M _ o ZCjmz ��c c O ~ amV Z V� xcc I� WWZ=L �LL�� aa:Z �awW�u,,,�� (ao X Mr U z CIN m U_ r U u -- W J 75 W O z L4 - O c� FLOOR NO: SHEET NO. _E9• 0 0 ao 0 0 N m O w (L m 0 REVISIONS: PROVIDE 1" DIA HOLE WITH 4"x4" GANG BOX TO ENSURE CLEAN CAVITY" FOR RECESS Df IUIT STUB OUT ABOVE FH CABLE ELEVATION (FROM INSIDE) DETAIL "B" DOUBLE DOOR DETAIL N.T.S. VIEW "A" -"A" FUTURE DEVICE LOCATION DETAIL "B" 4"x4" GANG ON END ^^^'FIDE 1" DIA HOLE WITH 4"x4" GANG BOX ,NSURE CLEAN CAWrY FOR RECESS DEVICE 4" SQ. J -BOX PLACE DOWN REMOVED COVI DUCT TAPE OPENING DEBRIS FREE CAVITY VIEW "A" A" cn /VA\1l r -Al rn /•^^gym —11 ILI^\ IN I HU51UN DETECTOR CONDUIT & J -BOX INSTALLATION AT DOORS .- N.T.S. DRAWN BY: AT/DA REVI EW BY: AWB DATE: 1 7/03/08 P ROJ . NO. 2008-050 5CALE:A5 NOTED CEILING 4"x4" BOX W SINGLE GANG MUD RING TURNED HORIZONTAL DRYWALL INTERIOR ELEVATION KEYPAD SPLICE BOX (NO OUTSIDE PENETRATION) KEY PAD INSTALLATION 3/4" CONDUIT TO SECURITY CONTROL PANEL WITH CABLE ell - a CR o c o U2Li rn Q U m � ir� C, coo N O m r i 1 ADRIAN BAUS P. E_# 52580 Q' co c7 ago mN -J ul m Ln o zV' mz _>ul o 1� 1* W O _ ` N Z � ZNW~��Qo a jWWv;,� ALl LJ c� o z Lo W aCCZzW '0ox O �aWWc�L) oo M N :::. m ..::: • W UM V y m �v o�- 00 L LL)o a) E'w Ell ME U z FLOOR NO: SHEET NO. E9.4