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750 Towne Center Cir - BC08-001904 (FIELDS BMW SERVICE CENTER) (NEW CONSTRUCTION) (A)I SITE LOCATION RENDERING PROJECT DIRECTORY i tl CODE ANALYSIS MEMO a 6 ixi aasC �t,: " Y i q W Id N1 INie sfi t�;'i r,,,q,, r.✓ S!S a7 v � C,}2 , � 'irk . . . . . . . . . . . . . . . I,, PAVLIK DESIGN TEAM •.`:�ti:<�<>:': ARCHITECTURE, LLC Service Center #.5.50003391• 6451 N. Federal Highway Suite 1000 Fora Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 C'Ity of San or www.pavlikdesign.com PERMITS PERMIT # PERMIT # DATE. '4 DATE: DATE; C bqea L7;I= Gli'll"��ll,����1111��������l��������lli'llI B �::, �/�14 am= =_ Separate Life Safety drawings will be required for Building new systems or alterations to existing fire ead sprinkler systems, Plans must show sprinkler h locations, pipe sizing, and hydro calculations (if PERMIT SET ISSUE ed and product cut sheets. Approval of the Caroup 05.12.08 p adnset is required prior to request of inspection. BUR Building Group 495 North Keller Road Suite 101 Maitland FL 32751 t0M Tel: 407 659 8539 Fax: 407 8318299 05.27.08.=A-001COVER SHEET CIVIL INTERIORS PLUMBING • ui;W Olt Puwatll■ IDidNEERING 04.24.08 C-001 SITE DEMOLITION - STORMWATER PLAN E 05.12.08 1 1 1-101 1ST FLOOR FURNITURE PLAN E 05.12.08 PO.1 Itil SKC:onsothtilum PLUMBING NOTES, INDEX AND LEGENDS ' Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND&FLORIDA 32751 TEL- 407-620-4266 0 FACSIMILE 407--520-1666 • Mj 7050 04.24.08 C-101 SITE DEVELOPMENT PLAN x05.12.08 1-111- 1 ST FLOOR FLOOR COVERING PLAN E 05.12.= P2.1 1 ST FLOOR PLAN PLUMBING 04.24.08 C-201 GRADING AND DRAINAGE PLAN 05.12.08 -1 D F O F O R OVERING PLAN 71den Lobnitr Cooper 2 05.12.08 P2.4 ROOF PLUMBING PLAN 255 S, Orange Avenue 05.12.08 C-301 SITE UTILITY PLANOrlando, Florida 328M 07.28.08 1-401 MILLWORK SECTIONS P3.1 SITE PLAN ISOMETRICS PH: 407.237.6122 04. 4. 8 C-401 SITE DETAILS 4;58-01-0_8__M ro ENGINEERING www.tic-aflgineers.icom 05.27.08 1 1 1-402 MILLWORK SECTIONS 05.27.58 P5.1 RISER DIAGRAMS ® /00110015 TLC NIM ■x04.24.08 C-402 SITE DETAILS GENERAL 1-403 MILLWORK SECTIONS 05.12.= P7.1 PLUMBING DETAILS Site Location Sanford, Florida OWNER 04.24.08 C-403 A. SANFORD INVESTOR 1-404 Building Code 2004 Florida Building Code - PROGRESS SET 02.15.08 Fire Code 2004 Florida Fire Prevention Code C-404 C/O SIMON PROPERTY GROUP 05.27.08 Mechanical Code 2004 Florida Mechanical Code ROOM FINISH SCHEDUL Plumbing Code 2004 Florida Plumbing Code $355 METRO WEST BLVD. Electric Code 2004 National Electric Code Life Safety 2003 Life Safety Code (NFPA 101, NFPA 70) SUITE 330 ISSUED 08.01.08 04.24.08 C-405 ORLANDO, FL 32835 PRIMARY USE GROUPS Use Classifications (New) Group B - Business - Customer Lounge/Retail (304) (New) Group S-1 - Repair Garage (406.6) ................................................................................... . Occupancy Classification Mixed Occupancy - Separated Uses (302.3.2) FIRE SPRINKLER DE E EV LOP R (New Addition) BUILDING HEIGHTS AND AREAS (Chapter 5 -Table 503) REVISION DATE Maximum Allowable Building Height 4 Stories / 55'-0" Tallest Proposed Building Height 2 Stories / 25'-0" P 9 9 FIELDS BMW LANDSCAPE Actual Building Area 20,104 SF (17,000 SF First Floor / 3,104 SF Second Floor) 963 N WYMORE ROAD S-0.0 GENERAL STRUCTURAL NOTES 05.12.08 FS 0.1 FIRE SPRINKLER NOTES, LEGEND & INDEX 2. BMW COMMENTS 06.25.08 Allowable Tabular Building Area (Section 506) 1 Story - 61,250 Square Feet 3. BUILDING DEPARTMENT COMMENTS 07.18.08 WINTER PARK, FL 32789 2 Stories -122,500 Square Feet PH: 407-628-2100 FAX: 407-628-0309 04.24.08 AREA Ni )DIFICATIONS: SITE LANDSCAPE PLAN E 05.27.08 S-0.1 Table 503 for Type 11B allows 23, 000sf per floor and 4 stories. N 05.12.08 FS 2.1 1ST FLOOR FIRE SPRINKLER PLAN • Our building has +/--20, 000sf on the ground floor and is 04.24.08 1 1 L-102 • Less then 4 stories. E 05.27.08 S-0.2 PRESSURE DIAG.-ABBREV.& SYMBOLS 506.1 & 506.2 are applicable when the building area exceeds Table 503. ARCHITECT................................................................................................................................................................... E 04.24.08 • Our building doesnT exceed 23, 000sf per floor and is less then 4 stories. Consequently, 506.1 & 506.2 don't apply. SITE IRRIGATION PLAN 05.27.08 PAVLIK DESIGN TEAM - ARCHITECTURE, LLC FOUND.& ROOF PLAN (CARWASH/DUMPSTER) Exit Discharge Calculations: (Table 1004) Showroom and Offices (Group B) S-2.1 FOUND. -SLAB ON GRADE PLAN 6451 N. FEDERAL HIGHWAY 57 Occupants x .2 per occupant =11.2" req. ARCHITECTURAL SUITE 1000 S-2.2 Showroom Exit #1 106" _ FT. LAUDERDALE, FLORIDA 3330$ 05.27.08 Showroom Exit #2 106" CAR WASH PLANS.3 05.27.08 S-2.3 STRUCTURAL ROOF FRAMING PLAN Showroom Exit #3 128" m PH: 954-523-3300 A-102 340" Provided (1700 Occupant Capacity) 05.27.08 ■-� FX: 954-523-2521 STRUCTURAL HIGH ROOF FRAMING PLAN CONTACT: EDGAR SALVADOR 05.12.08 Second Floor (Group S-1) 1 st FLOOR LS PLAN r 05.27.08 S-4.1 11 Occupants x .2 per occupant = 5.5" req. ........................................................................................................... 0 ) Exit#1 36" A-112 2nd FLOOR LS PLAN 05.27.08 36" Provided 180 Occupant Capacity) FOUNDATION DETAILS & SECTION GENERAL CONTRACTOR service Shop, Parts Warehouse (Group S-1) BE&K BUILDING GROUP 49 Occupants x .2 per occupant = 9.8" req. Exit #1 36" A-131 495 NORTH KELLER ROAD SUITE 101 05.27.08 Exit #2 36" FOUNDATION DETAILS & SECTION' MAITLAND, FL 32751 Exit #3 36" Building A-132 2nd FLOOR PARTITION PLAN 05.27. PH: 407-659-85-39 STEEL DETAILS & SECTIONS 108" Provided 540 Occupant Capacity) amup FX: 407-831-82-99 05.12.08 A-133 ROOF PLAN CONTACT: WEST COLLIER S-5.2 CONSTRUCTION CLASSIFICATION .................................................. ......................................... .. Lo Construction Types TIIB onsrucon Type (Table 503). CIVIL .... Il"°"' °d10N pA""N° °°NN° SK CONSORTIUM, INC. Means of Egress A-1 41 1st FLOOR REFLECTED CEILING PLAN h. S-5.3 STEEL DETAILS &SECTIONS Occupant Load Calculations (Table 1003.1) Customer Lounge/Retail (Group B) 5,634 sq. ft. 57 Occupants 1053 N.ORLANDO AVE. SUITE 3 E Service Garage (Group S-1) 14,470 + 3,104=17,574 sq. ft. 59 Occupants 2nd FLOOR REFLECTED CEILING PLAN MAITLAND, FL 32751 S-6.1 CONCRETE DETAILS & SECTIONS PH: 407-629-4288 U0 Maximum Travel Distance (Table 1004) Show Room and Offices (Group B) 200' A-143 FX: 407-629-1656 05.27,08 Repair Garage (Group S-1) 200' TILT -UP -PANEL` ELEVATIONS CONTACT: MAJ ID KALAG HCHI, PE Maximum Dead End Corridor Length (Table 1004) Show Room and Offices (Group B) 20' Repair Garage (Group S-1) 50' • MENSTRUCTURAL ENGINEERS Interior finishes to comply with NFPA 2003 table A-10.2.2 TLC ENGINEERING 07.29.58 A-201 EXTERIOR ELEVATIONS 255 SOUTH ORANGE AVE. S-7.2 TILT -UP -PANEL ELEVATIONS ORLANDO, FLORIDA 32801 07.29.08 A-202 EXTERIOR ELEVATIONS Total FixturesNquirea PH: 407-237-6122 ' 3 Business (B) 4,110 Sq. Ft. / 100 = 41 Persons NCAI ` TLC N0: 605509 Storage (S-1) 36,165 Sq. Ft. / 300 = 121 Persons FOR ARCHITECT RE EB ,#0000015 162 Persons x05.12.08 771 CONTACT: HASAN AROURI BUILDING SECTIONS WC Lavatory Drinking Service Occupancy Provided Provided Fountain Sink 05.12.08 Provided Fixture Breakdown Provided Provided WALL SECTIONS 05.12,08 M0.1 4 Toilets Provided for Women Business (B) 6 4 2 1 4 Toilet & 4 Urinals Provided f^' Men 05.27.08 A-312 WALL SECTIONS 3 Lavatories Provided for Women M2.1 HVAC FLOOR PLAN 3 Lavatories Provided for Men Storage (S-1) 2 2 0 8 05.12.8 1 1 A-321 2 Drinking Fountains E 05.12.08 r� M2.2 HVAC FLOOR PLAN -MEZZANINE 1 Janitor's Sink & 1 Service Sinks Total 8 6 2 1 PROJECT DIRECTORY i tl CODE ANALYSIS MEMO a 6 ixi aasC �t,: " Y i q W Id N1 INie sfi t�;'i r,,,q,, r.✓ S!S a7 v � C,}2 , � 'irk . . . . . . . . . . . . . . . I,, PAVLIK DESIGN TEAM •.`:�ti:<�<>:': ARCHITECTURE, LLC Service Center #.5.50003391• 6451 N. Federal Highway Suite 1000 Fora Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 C'Ity of San or www.pavlikdesign.com PERMITS PERMIT # PERMIT # DATE. '4 DATE: DATE; C bqea L7;I= Gli'll"��ll,����1111��������l��������lli'llI B �::, �/�14 am= =_ Separate Life Safety drawings will be required for Building new systems or alterations to existing fire ead sprinkler systems, Plans must show sprinkler h locations, pipe sizing, and hydro calculations (if PERMIT SET ISSUE ed and product cut sheets. Approval of the Caroup 05.12.08 p adnset is required prior to request of inspection. BUR Building Group 495 North Keller Road Suite 101 Maitland FL 32751 t0M Tel: 407 659 8539 Fax: 407 8318299 05.27.08.=A-001COVER SHEET CIVIL INTERIORS PLUMBING • ui;W Olt Puwatll■ IDidNEERING 04.24.08 C-001 SITE DEMOLITION - STORMWATER PLAN E 05.12.08 1 1 1-101 1ST FLOOR FURNITURE PLAN E 05.12.08 PO.1 Itil SKC:onsothtilum PLUMBING NOTES, INDEX AND LEGENDS ' Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND&FLORIDA 32751 TEL- 407-620-4266 0 FACSIMILE 407--520-1666 • Mj 7050 04.24.08 C-101 SITE DEVELOPMENT PLAN x05.12.08 1-111- 1 ST FLOOR FLOOR COVERING PLAN E 05.12.= P2.1 1 ST FLOOR PLAN PLUMBING 04.24.08 C-201 GRADING AND DRAINAGE PLAN 05.12.08 -1 D F O F O R OVERING PLAN 71den Lobnitr Cooper 2 05.12.08 P2.4 ROOF PLUMBING PLAN 255 S, Orange Avenue 05.12.08 C-301 SITE UTILITY PLANOrlando, Florida 328M 07.28.08 1-401 MILLWORK SECTIONS P3.1 SITE PLAN ISOMETRICS PH: 407.237.6122 04. 4. 8 C-401 SITE DETAILS 4;58-01-0_8__M ro ENGINEERING www.tic-aflgineers.icom 05.27.08 1 1 1-402 MILLWORK SECTIONS 05.27.58 P5.1 RISER DIAGRAMS ® /00110015 TLC NIM ■x04.24.08 C-402 SITE DETAILS 05.12.08 " 1-403 MILLWORK SECTIONS 05.12.= P7.1 PLUMBING DETAILS DRAWING ISSUE DATE 04.24.08 C-403 SITE DETAILS 05.27.08 1-404 MILLWORK SECTIONS PROGRESS SET 02.15.08 04.24.08 C-404 SITE DETAILS 05.27.08 1-601 ROOM FINISH SCHEDUL DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 ISSUED 08.01.08 04.24.08 C-405 SITE DETAILS STRUCTURAL FIRE SPRINKLER REVISION DATE 1. VALUE ENGINEERING 05.27.08 LANDSCAPE -0 5.27.08 , S-0.0 GENERAL STRUCTURAL NOTES 05.12.08 FS 0.1 FIRE SPRINKLER NOTES, LEGEND & INDEX 2. BMW COMMENTS 06.25.08 3. BUILDING DEPARTMENT COMMENTS 07.18.08 4. UTILITIES DEPARTMENT COMMENTS 07.30.08 04.24.08 L-101 SITE LANDSCAPE PLAN E 05.27.08 S-0.1 GENERAL STRUCTURAL NOTES N 05.12.08 FS 2.1 1ST FLOOR FIRE SPRINKLER PLAN 04.24.08 1 1 L-102 SITE LANDSCAPE DETAILS E 05.27.08 S-0.2 PRESSURE DIAG.-ABBREV.& SYMBOLS E 05.12.0$_I„� FS 3.1 SITE & MEZZANINE FIRE PROTECTION E 04.24.08 LI -101 SITE IRRIGATION PLAN 05.27.08 S-1.2 FOUND.& ROOF PLAN (CARWASH/DUMPSTER) 05. 27.08 S-2.1 FOUND. -SLAB ON GRADE PLAN ARCHITECTURAL 05.27.O8��I-j S-2.2 STRUCTURAL MEZZANINE FRAMING PLAN _ L 05.27.08 A-101 CAR WASH PLANS.3 05.27.08 S-2.3 STRUCTURAL ROOF FRAMING PLAN m 05.12.08 A-102 CAR WASH ELEVATIONS & SECTIONS 05.27.08 ■-� S-2.4 STRUCTURAL HIGH ROOF FRAMING PLAN - J 4 LL Go 05.12.08 A-111 1 st FLOOR LS PLAN r 05.27.08 S-4.1 FOUNDATION DETAILS & SECTION 0 ) < 05.12.08 A-112 2nd FLOOR LS PLAN 05.27.08 S-4.2 FOUNDATION DETAILS & SECTION (D C 05 27.08 A-131 1st FLOOR PARTITION PLAN 05.27.08 S-4.3 FOUNDATION DETAILS & SECTION' 0 05.12.08 A-132 2nd FLOOR PARTITION PLAN 05.27. S-5.1 S-5.1 STEEL DETAILS & SECTIONS (u 05.12.08 A-133 ROOF PLAN r 05.27.08 S-5.2 STEEL DETAILS & SECTIONS Lo 05.12.08 A-1 41 1st FLOOR REFLECTED CEILING PLAN 05.27.08 S-5.3 STEEL DETAILS &SECTIONS E A 142 2nd FLOOR REFLECTED CEILING PLAN C 05.27.08 S-6.1 CONCRETE DETAILS & SECTIONS U0 05.12.08 A-143 LIGHTING SCHEDULE 05.27,08 S-7.1 TILT -UP -PANEL` ELEVATIONS M 07.29.58 A-201 EXTERIOR ELEVATIONS 05.27.08 S-7.2 TILT -UP -PANEL ELEVATIONS 07.29.08 A-202 EXTERIOR ELEVATIONS ' 3 MECHANICAL x05.12.08 771 A-301 BUILDING SECTIONS 05.12.08 A-311 WALL SECTIONS 05.12,08 M0.1 MECHANICAL NOTES LEGEND & INDEX 05.27.08 A-312 WALL SECTIONS ■- 05.12.08 M2.1 HVAC FLOOR PLAN 05.12.8 1 1 A-321 WALL TYPES E 05.12.08 r� M2.2 HVAC FLOOR PLAN -MEZZANINE 05.12.08 A-322 UL NOTES & DETAILS E 05.12,08 Ill HVAC ROOF PLAN 05.12.08 A-323 UL NOTES & DETAILS 05.12.08 M6.1 HVAC SCHEDULES 05.12.08 A-401 1 st FLOOR RESTROOM PLAN / ENLARGED 05.12.08 M7.1 HVAC DETAILS NOT VALID UNLESS IT BEARS 05.12.08 A-402 2nd FLOOR RESTROOM PLAN / ENLARGED 05.12.08 M8.1 HVAC CONTROL DETAILS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED 05.12.08 A-411 STAIRS 1 & 2 - PLAN, SECTIONS & DETAILS t RGVIVVE ARCHITECT SEAL 05.12.08 A-501 PLAN DETAILSELECTRICAL 4NL R�'--=fit 05.27.08 A-502 SECTION DETAILS EDWIN DIXON 05.12.08 E0.1 LEGEND, NOTES &INDEX Janfor v y Div. FLORIDA ARCHITECT 05.12.08 A-601 EXT./ INT. WINDOW TYPES./DETAILS N®. AR 0013519 1 1 05.12.08 E0.2 RISER DIAGRAMS SEAL: 05.27.08 A-604 DOOR AND HARDWARE SCHEDULE Date. 05.27.08 E1.1 SITE PLAN REVIEWED & APPROVED BY: 1 05.12.08 E2.1 LIGHTING PLAN PROJECT MANAGER INITIALS: 05.27.08 E3.1 POWER PLAN DATE: 05.12.08 E3.2 ENLARGED PLANS N 05.12.58 E4.1 SYSTEMS PLAN N4f0 716 OOGN6IT 0➢NGNIS OCPAdONIm MT191ML �ORrN10 r7�UAN0.Y 10 T1wx o61oll (IN 11111111.10111111111 I or W � =on� WMWIN uaurr mss€ m � 057172,708:= E5.1 ROOF PLAN ELECTRICAL ^ PROJECT NUMBER: 1 05.12.08 1 1 E6.1 DETAILS 002528 E 05.27.08 E6.2 DETAILS 05.12.08 E7.1 ELECTRICAL SCHEDULES DRAWING NAME; 05.27.08 E7.2 ELECTRICAL SCHEDULES Cover Qhnnf,. 6 rJ PAVLIK DESIGN TEAM ARCHITECTURE, LLC 52'-0" #AA0003391 6451 N. hw Federal Highway g ay Sulte 1000 , I Fort Lauderdale, FL 33308 5 AA 02 Tel: 954 523 3300 A-102 Fax: 954 524 8370 www. avlikdesl n.com p 9 I I 1 E '3c&m / \ ! o -- \ n 1 PER � , A Au , a FOOT ..... Building PER ...., _ ao FOOT , \ SLOPE r- \ SLOPE ! / ! Goupr 2 \ BUR Building Gro u AA02 / ! \ � 4 North 95 ort Keller Road Maitland 0 Sul e 1 1 U ER D MP T Suite S ! ! ENCLOSURE FL 32751 \ ! ! U _T 1.47 5 Tel: 0 6 98 124 539 0 ! 260 SF TYP. Fax. 4078318299 \ / .�---- r Y� \ DOWNSPOUT O • URBMI U OEM PWNINi 1 AREA. 4$6.5 s ft ENGINEERING DOWN SPOUT REQ, D PER TABLE 1106.2 PLUMB M „ltjl SKConeOrtiUm, Inc. AREA. 486.5 sq ft CODE: 2" DIA. DOWN SPOUT R D " E PER TAB 1 foes N. Q LE 1x6.2 PLUMB N ORLANDO AVE. SURE 3 MARIJIND FLORIDA 32751 PROVIDED. 4 DA 6 n TM-- 407-629-4289 ■ FACSIMILE 407-629-1666 • 00 7000 CODE. DIA. " " 2 r SCUPPER PROVIDED; 8 x 12 PROVIDED., 4 DIA 1 SCUPPER PROVIDED. 8 x 12" Tidal Lobnitz Coqw 255 S. Orange Avenue N Oriando Florida 32801 1 PH: 407.237.61 22 6 ENGINEERING www.tic-en9 m�s. ecom A-102 02 FOR ARCHITECTURE A- 2 10 ®P= 5 TLC NO: DRAWING ISSUE DATE PROGR SS T E SE 02.15.08 — DESIGN DEVELOPMENT E ELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.1 2.08 208 W_= R FPOO LAN 1 1 1-0112 .REVISION DATE 1. VALUE ENGINEERING 05.27.08 m L 5 a� J t1� LL c 52'-0" V L O 1 V C C MISSION_ 5 A-102 cu A,. 102 O SAND SEPARATOR REFER OIL AND WATER SEPARATOR LO mm O i . TO PLUMBING DWGS REFER TO PLUMBING D .VACUUM MACHINE P WGS REFER TO MF .. G S SHOP DWG S . ' • DETAILING , n.. - . .. .:. • ... AREA LINE F A 0 -0 O CANVAS CANOPY ABOVE P ❑ , . Um REFER TO MFG'S SHOP DWG S T.O. SLAB :: .• •. - •' 127 CANTILEVERED BE AM STRUCTURES • • , M FROM SUN PORT T _ S (MANUFACTURER) U CURER ..._ _ A it 4/8" SLOPE VACUUM N I R a _ .. , , 3 6n?BOLLARD.(TYP.) L PE AbN ::..:....:.:.....:.......:..:...:....:...:...:..:...:...:..:....:...:. -102 ................... 125 4 PER DOOR II \. i SLOPE. ........... .........:..::.::.. II , I _II a II , R II 0 R F : E E TO CIVILCAR WASH 7 u . T NNEL , DWGS FOR DETAILS A102 II TRENCH DRAIN REFER _ 6 12 _ II II • dIo TO MFG'S SHOP DWG SDUMPSTER 1/8n ISLOPE 970 SF , - co ENCLOSURE II F II , 124 s I 0 0 II _ 11 260 SF N . , ._r.--•-- --------- .- II II -- REQIRED SETBACK LINE U -____._ �,y , ., .. • �• ,,,_• ..r ._...,._ .-.,_.—.•----- Aid C7�I�a�o��AL �aN6s��1�1''• y=8E AIND A R9 euJED E„n+c00Iw.rSED As= CHIT �u a T SEAL. • 1 N EC 1 6 A-102 i.'001%'2S-10, A-102 — SEAL: REVIEWED & APPROVED BY PROJECT MANAGER INITIALS: DATE: If _ r Ir sole: PLAN T-1/8 - 1-0 1 AIA mm mm 00PAAAlAm mom AHA6AAIA e1A1118 W iD WX MEIN LLC IIWIDp■im OA19F11M11AIN 9R 61NNlAIL11DN W I m% AW M OONfNED Wmamm" �T M UIIBIUIY N4UGBLE W LEGEND _ PARTITION /PANEL WALL ROOM PROJECT NUMBER: NAME 0 GENERAL NOTES: — — 101 ............ ............ROOM.TAG •• CMU LOAD BEARING WALL 100 SF -ALL HINGE SIDE OF DOORS JAMBS SHALL BE 002528 /// 11 4" OF ADJACENT WALL UNLESS OTHERWISE I E1 PAVERS EXTERIOR WINDOW TYPE NOTED. DRAWING NAME: REFER TO SHEET A-601 -ALL WET PARTITIONS TO BE DONE WITH LANDSCAPE 11 INTERIOR WINDOW TYPE GREEN BOARD OR AQUA TOUGH PANELS. ' Car W O REFER TO SHEET A-601 CONCRETE` Plans EXTERIOR LOUVER TYPE N REFER TO SHEET A-601 01 ............................. DOOR IDENTIFICATION :.. REFER TO SHEET A-604 1 PARTITION TYPE _._.._....._ REFER TO SHEET A-321 DRAWING NUMBER: A-1 01 LEGEND KEY PLAN 5 6 F E 52'-0" 18'$„ PAVLIK DESIGN TEAM SCUPPER / DOWNSPOUT (TYP). 1 ARCHITECTURE, LLC REFER TO SHEET A-101 FOR P_4 #AA0003391 Orr DOWNSPOUT WITH A-102 SPLASH BLOCK P-4 DIMENSIONS STUCCO ON CMU BLOCK 6451 N. Federal Highway Suite 1000 3 Fort Lauderdale, Fl. 3 308 +15-0 . ....... 15 0 Tel 954 523 3300 • ., .. : . , - T. O. PARAPETT. . PARAPET Fax: 954 524 8370 avlikdesi www.p nco m 9 • t R • REVEAL (TYP) , t OPEN Building :. .. • , , , Group 01 -011 ELEV. . ; . BUR Building Group °. :.. ' • : 495 North Keller Road Suite 101 Maitland :'- ------ FL 32 5 Tel: 407 659 8539 Fax: 7 1 299 ax 0 83 8 NOTE: CAR-PORT STRUCTURES POR CANOPY PY S O NOT SHOWN 0 FOR CLARITY BOLLARD P. 0 P 2 TYP. - — o TYP. P 2 �IaNi�wNc P2 ( ) EMT-3 ur:arw oes�oN �Nc 4 PER DOOR WComortium, Inc. 1063 N. ORLANDO AVE. ff SURE 3 MAIRAND A FLORIDA 32751 - /-O11 MEL: 407-020-4268 8 FMONLE 407-824-1668 0 7080 11 _ 3 'SOU TH ELE NATION 1 /4 11 011 6 EAST E LE14VATION / Vi��'��'�", .���;��Tr����/����\ DRAWING NUMBER: NOT USED 4 SECTION 1/411 11_011 A-12 1 0 1 2 3 3.2 3.9 206'-1° 631,41' 911-81114'-9" " 36'-4 EXIT PAVLIK DESIGN TEAM Mn 91' ARCHITECTURE, LLC 0.20 1 170 TOTAL TRAVEL DISTANCE #AA0003391 MAX. ALLOWED =200' A 6451 N. 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P 237.6122 ENGINEERING w� en 9erscom FOR ARCHITECTURE .tic—ine E5 aE5EB MUN5 nc NO.- DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 r2Y . E5 PERMIT SET ISSUE 05.12.08 E5 E5 E5 m f..: OE5 � W r� C 1-L U L 'e^o vJ CD Um M ::nom:. :. : tiiti4:;:•S .•::: is :'v' II 1 A-204 2 A-301 A-301. A6VH1 ;,n,r"� s : +.?3e,AL �qqp :.. l W JAIL�ELvtlI FLORIDA ARCI y� 1 N No. All 0C 11 fr SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: SECONDFLOOR PLAN 1 /8" = 1 '-0" 1 mm mm 00P1RIeRm MAmm 911mm L1<CUmw 9O mm 681911 1FAWNIgIfB, OF 11iGm 8NEMWG9110 LEGEND PROJECT NUMBER: PARTITION / PANEL WALL ROOM NAME 101 .......................... GENERAL NOTES: ROOM TAG 002528 CMU LOAD BEARING WALL 100 SF -ALL HINGE SIDE OF DOORS JAMBS SHALL BE PAVERS E1 4" OF ADJACENT WALL UNLESS OTHERWISE EXTERIOR WINDOW TYPE NOTED. DRAWING NAME: -mss i1 REFER TO SHEET A-601 -ALL WET PARTITIONS TO BE DONE WITH INTERIOR WINDOW TYPE GREEN BOARD OR AQUA TOUGH PANELS. 2nd F LANDSCAPE REFER TO SHEET A-601 Partition CONCRETE L1 O EXTERIOR LOUVER TYPE REFER TO SHEET A-601 Plan 01 ............................. DOOR IDENTIFICATION REFER TO SHEET A-604 1 PARTITION TYPE REFER TO SHEET A-321 DRAWING NUMBER: A-12 LEGEND3 1 2 DA-zo2 3 3.2 3.9 1 () 206'-1" 63-4 91'-8" 14'-9" 36'-4" 2 1 PAVLIK DESIGN TEAM A-301. - ARCHITECTURE, LLC I I A _ ( #AA0003391 6451 N. Federal Highway Suite 1000 1 ' Fort Lauderdale, FL 33308 Tel: 954 523 3300 AREA: 1276 sq ft Fax. 954 524 8370 DOWN SPOUT REQ'D PER TABLE 1106.2 PLUMB CODE: 4" DIA. PROVIDED: 4 DIANf 1 www.liciv mdeslgn.cOm AREA. 24$ Sq ft AREA: 254 Sq ft SCUPPER PROVIDED. 8"x 24" 42'-10 1/2 1 23'-0"c4 DOWN SPOUT REQ'D PER TABLE 1106.2 PLUMB CODE: 4" DIA. DOWN SPOUT REQ'D PER TABLE 1106.2 PLUMB P 4" DIA DIA CODE: 4„ DIA. SCUPPER PROVIDED: 8"x 12" PROVIDED. 4 DIA , ao SCUP ,. , PER PROVIDED. B x 12 ;, ,.; RTU -8 DOWNSPOUT DOWNSPOUT " ' ' RTU -6 SCUPPER n PER '� - •---.: , FOOT SLOPE - - - - - - - - - A.7 PER PERSCUP I �scupp PER ......... AREA. 1852 s ft FOOT 5 q I EF -4 FOOT 1 i P DOWN SPOUT REQ'D PER TABLE SLOE , . A SLOPE -411 1 06.2 PLUMB CODE, 4 DIA. Building 1 PROVIDED: 4" DIA B P OVIDED. E R 8 24 .UPP Et zc co ro 1 1 1 Caup ROOF A RTU -1 1 BE R & Building In u d Group g ADDER , 495 North Keller Road Suite 1 1 Maitland tland OWN POUT y1 FL27 1 3 5 Tel: 07 659 8539 I Fax: 1 a 07 83 8299. Y" PER 1 p FOOT c • .- URBAN DESIGN PLMNNG ENOINEEIM SLOPE 2 A-201 i SKGoneortium. Inc. .,.. EF -3 _ A ;. _ 1003 N. ORLANDO AVE. . • SUITE 3 1WTUWD FLORIDA 32781 ; ; �„ PER TEL X07 -62D-4210 FACSIMILE 407-629-10W" E9/ 70E0 SCUPPER FOOT ti Y PER n SLOPE oD A" Ya PER Y PER �, a Tilden Lobnitz Cooper o FOOT FOOT FOOT r 255 S. Orange Avenue SLOPE 5 SIM SLOPE SLOPE � A-411 Orlando Florida 32801. _ I 1 PH. 407.237.6122. 1 I ENGINEERING DOWNSPOUT www.a�C- In FOR ARCHITECTURE u ei) eerS.COIn I 9 1 1 25-9 � ® 5 1/2 TLC N0. 11 1 1/2 - - i 36-8 1/2 - _ _ B.5 DRAWING ISSUE U DATE ROOF ACCESS LA?DER PROGRESS SET 02.15.08 1 I 223 1_n 0 DESIGN DEVELOPMENT ISSUE 03.28.08 " - -- . 0 PERMIT SET ISSUE 05.12.08 RTU -1 ;. RTU- � , , 2 RTU -3 2 , EF .- 2 4 n' : r RTU -5 O AREA: 1850 s ft g AREA. 3221 sq ft AREA: 5052 sq ft DOWN SPOUT REQ'D PER TABLE 1106.2 DOWN SPOUT REQ'D PER TABLE 1106.2- _ - DOWN SPOUT REQD PER TABLE 1106.2 PLUMBJ. PLUMB CODE: 4" DIA. PLUMB CODE:5" DIA. CODE.5nDIA. B.7 PROVIDED: 4" DIA PROVIDED: 6 6" DIA PROVIDED.6 DIA SCUPPER PROVIDED: 8"x 24"X" ' Ya PER Y" PER SCUPPER PROVIDED. 8n x 24 SCUPPER PROVIDED. 8"x 24" FOOT FOOT SLOPE Ln SLOPE "PER 1, r L � AREA: 1850 s ft Y Y PER �4 .-- q AREA: 1882 sq ft FOOT FOOT o Q%ca DOWN SPOUT REQ'D PER TABLE 1106.2 DOWN SPOUT REQ'D PER TABLE 1106.2 •-- - --� SLOPE SLOPE------� „ I :;; ■ PLUMB CODE: 4" DIA. PLUMB CODE, 4 DIA, �: :., EF 5 n n �....:: RTU�4 a PROVIDED:4 DIA PROVIDED.4 DIA _ •(D n n. :\ EF7 n n i i " SCUPPER PROVIDED. 8"x 24 ---- - ---- SCUPPER PROVIDED: 8"x 24 �----LL --------j EF -6 I co U ti - O` SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER - - - -' - - - - cc B.9 � v cc c� /I . . . .............. .............. . c I '' o� 1 loco 4� 0 0 DOWNSPOUT DOWNSPOUT DOWNSPOUT'��\r•. DOWNSPOUT DOWNSPOUT ■ Um n "PE Y PER Ya R FOOT FOOT SLOPE SLOPE M ■�� M AREA: 6384 s ft .::...:::.:......::.: q AREA: 2737 sq ft AREA: 3344 sq ft AREA: 3073 sq ft DOWN SPOUT REQ'D PER TABLE 1106.2 PLUMB DOWN SPOUT REQ'D PER TABLE 1106,2 PLUMB DOWN SPOUT REQ'D PER TABLE 1106.2 PLUMB DOWN SPOUT REQ'D PER TABLE 1106.2 PLUME .CODE: 5"DIA. COD E 4n DIA. CODE.4n DIA. CODE.4n DIA. X PROVIDED. 6 DIA PROVIDED, 4 DIA P ROVIDED. 4 DIA PROVIDED, 4 DIA :.... SCUPPER PROVIDED. 6"x 24" SCUPPER PROVIDED. 8"x 24" SCUPPER PROVIDED. 8 x 24 SCUPPER PROVIDED,. 8"x 24" I I RWL- REFER 1 1_ TO PLUMBING DRAWINGS D D p \\\ 2 SCUPPER SCUPP R 1 SCUPPER I A-201 A-301 A-301 ARCHIT: _"Q!' Q"EAL 251-011 25'-0" 101-311 141.9" 25 -0 25 -0 125'-0" OEILF-ELA FLORIDA ARa w..� �I1 LCaT 0013519 I 2.5 2.8 3.1 3.2 3.3 3.6 4.0 SEAL. REVIEWED do APPROVED BY: PROJECT MANAGER INITIALS: DATE: ROOFPLAN 1/8i1 _ 1 11-011 1 E ...R,L E. E>IY,0 R E ON aftmm OF ANT HI . WY II�RT RT'�AIRlg6{E PROJECT NUMBER: 002528 DRAWING NAME: Roof DRAWING NUMBER: - 33 LEGEND A-1 TYPE "M" MOUNTED AT 10"-0" A.F.F. (TYP.) TYPE "N" — MOUNTED AT I ! A LEGEND ROOM NAME 101 •.•.............•.ROOMTAG 100 SF P 1 ................. FINISHED CEILING MATERIAL • • • • • • • • • • • • • • • FINISHED CEILING HEIGHT ®••.•.•........••• 24"x 24" SUSPENDED ACOUSTICAL CEILING TILE ' 1114 -0 25'-0" Or=O STUCCO CEILING 25'-0" O O O 5'-0" l D —9" 1251-0" 2.5 2. 3.1 3.2 3.03 3.6 4. LEGEND ROOM NAME 101 •.•.............•.ROOMTAG 100 SF P 1 ................. FINISHED CEILING MATERIAL • • • • • • • • • • • • • • • FINISHED CEILING HEIGHT ®••.•.•........••• 24"x 24" SUSPENDED ACOUSTICAL CEILING TILE 77 7 7771 • • • • GYPSUM BOARD CEILING STUCCO CEILING PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 A 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com ■ — A.7 Bumildming Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831.8299 B.2 ° UR9AN DESA PL/IIMINC. ENGINEERING 1�_ji rtium ...-----` SKConso , Inc. 1053 N. ORLANDO AVE. ■ WrE 3 • MAFMNDAFLORIDA 32751 TEL• 407 -OU -4288 ■ FACSIMILE 407-529-1 ON • EH/ 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Oriando, Florida 32801 PH: 407.237.6122 ENGINEERING waw.bC—engineeMCorn FOR ARCHITECTURE R _ ® IN00015 TLC NO: AN 0r"!C-,A L. SI ANC1AITZ.(.TS Al IL EF sI il.lp 9 No. A 001'5 r 0 SEAL: (1) REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: FIRST F1 40R REFLECTED CEILING PLAN 1 /811 = 11-011 1 1 N TMS SOCINEIR mm ODPrm m mm 8Bmm EN9JANO.T 18 "m MN TFNMNoflm%m UL uMUNa m UK Ormmm Ommmmm a OIiLRym OF INF OF TIERiomm OWme IR7lp WT Raw N UNNJIF A4Row 8F UN. • • • • • • • . OPEN TO STRUCTURE ABOVE • • • CEILING DROP PROFILE S /A DIFFUSER .............. R / A GRILL GENERAL NOTES: 1. CONTRACTOR TO PAINT NON PRE -FINISHED CEILING FIXTURES (HVAC GRILLS, SPEAKER GRILLS, ETC. EXCEPT SPRINKLER HEADS) LOCATED ON ALL DRYWALL AND ACOUSTICAL CEILINGS. 2. REFER TO ROOM FINISH SCHEDULE FOR CEILING MATERIAL SPECIFICATIONS. 3. ALL LIGHTING FIXTURES NOT DIMENSIONED ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CEILING GRID AS SHOWN. 4• FOR LIGHTING FIXTURES SPECIFICATIONS REFER TO ELECTRICAL LIGHTING SCHEDULE. PROJECT NUMBER: 002528 DRAWING WE: 1st Floor Reflected Clg Plan 5. TYPE "C" FIXTURE TO BE MOUNTED IN PROPOSED DRAWING NUMBER: MILLWORK- REFER TO SHEET 11402 LEGEND A-1 41 — - NUA Utf U9;15.UL v _ �,,, NVH UO 7L 14.U`JJ t IVVA UJ'U.'J Ia7.U/ t 1 IYVM UD' fL i'+.U`J IYVA UJ'VA IU.0/: l J ....� t I . _ _ P P. GL 1 P 5 MT 3 ) _ P. (TYP-) GL 1 _ P. P. (N ) MT 3 (� ) _ P4 P. - P4 B5 B2 A7 A Li D. . PAVLIK DESIGN TEAM ARCHITECTURE, LLC 133'-0" #AA0003391 36'-5" 191-611 191-6" 18'-7" 19'-6" 19'-6• 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 METAL SUN SHADE TYP BMW DEALER SIGN (TYP.) wWw.paVllkdeSlgn.com (TYP.) FINAL ELEVATION/LOCATION TO BE DETERMINED WITH SIGNAGE COMPANY (P. P. P-3 (TYP.) P-4 MT -3 (TYP-) P-3 MT -3 -3 ) -4 (TYP-) 171 cm 8&dNm ............ _ ..... +27'-0" T. O. PARAPET 0+24 .}. _.... +23'-0" ... . .......... ...... ......... .. T.O.PARAP TY T.O.PARAPET ------ -- ---- -- - .........` Building 1 1, - ---- + - , , T. O: PARAPET roup +156 '- " +151-011 B.O. SUN SHADE BE&R Building Group B.0. CANOPY ' �;: 495 North Keller Road Suite 101 Maitland 11-9 ..................................... , FL 32751- B. O. CLNG:.:.:: /� i ,/ Tel: 407 659 8539 : 407 8318299 '. E\ , ax , r „ SERVICE DRIVE CANOPY OPEN • i .......... ..: sr ................URBAN DF�31GN PLMNNIG - ENOINFEPoNfi \ \ 01"0" 1 �,um Inc. SK +0-0 �' i/ F.F. ELEV. r F.F. ELEV. .. 1053 N. ORLANDO AVE.• SUITE 3 • MAMANDAFlARIDA 32751 .................................: — • ............. 7EL• 407-02A-4205 � FACSIMflLE 407-•828 1050 EB/ 7080 ' P-5 (TYP.)MT-3 {TYP.) GL -1 (TYP,) GL -1 (TYP.) MT -3 (TYP-) P-4 (TYP.) P-4 DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 — 11 1 11 �j EAST ELEVATION 0 L 2 1 2"h x 3/4"d SCORE LINE (TYP) SCUPPER / DOWNSPOUT (TYP). A-301 A-301 OVERFLOW SCUPPER (TYP). RREFER TO SHEET A-1.33 FOR REFER TO SHEET A-133 FOR DIMENSIONS I I DIMENSIONS I � I (TYP.) P-3 P-4 P-4 (TYP.) MT -3 1 P-4 +27'-0" ;:.....• ............ ...... ................... ... .... ....................................... ................ .. T 4: 1 T. O. PARAPE +24'-0 .......... +231011 T.O. PARAPET _...----------- T O PARAPET .. .• : •' PEP%S 1 1 -6 8 P T T. .PARA E O .. .. +161-01' 16-0 B. ANO O C 11 9 -- B. FILING OC : f / .t ' ' �:' ,'\ / f ./ OPEN it 0 , I • I •t . , I ' : , ' L of -011 Lm > cn� W w U -E N �0 aD V �c •— 3 cu 0 c h umL r+ , 1 +01AIL } . d . . • .. ..110 F.F. ELEV F.F. ELEV. ,. . 9 C'a P1 P1 /i Fg (TYP.) 5_ (TYP.) -1 (TYP.) P- P-4 P-3 (TYP-) MT -3 (TYP,) - P-4 (TYP:) L-1 (TYP.) MT -3 (TYP.) rN� vfr'- DiTc � FLO C, s?') SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INMALS• STUCCO FINISH Q CONCRETE TILT -UP PANEL CODE MATERIAL GLASS -CLEAR GLASS -SPANDREL PAINT -SEMI GLOSS TEX-COAT ON CONCRETE PANEL PAINT - EXTERIOR LATEX - FLAT. PAINT TO MATCH ALUMINUM STOREFRONT METAL FINISH DATE: SOUTH ELEVATION 1/8" = 1'-0" 1 = SN Y10WX 16WMAIO>I W LLQ owuro 0 m IBE, N9d08tIlE, NBBONYOOR m NPUGm 5F ARY 5F 11i NlONN0D1 OON08ED NOEN MAY RP9A7 N LMll1RY APPIlOIBIL 8Y UK GENERAL NOTES: PROJECT NUMBER: 1. REFER TO COLOR AND MATERIAL SPECIFICATIONS FOR 002528 COMPLETE DESCRIPTIONS. DRAWING NAME: Building � Elevations 0 DRAWING NUMBER: A-2010 LEGEND �O - DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PER 05.12 .08 MIT SET ISSUE 05.1 ISSUED 07.25.08 11 1 tl 1 2 1 0 /8 WEST ELEVATION REVISION DATE 3. BUILDING DEPARTMENT ENT COM MENTS 07.17.08 3.9 3.2 3 2 1- 206'-1" n- 3611 -4m14 9 91-8 63-4 L _ I +1� m I I s` I � J Q� LL C 1 2 2"h x 3/4"d SCORE LINE TYP METAL SUN SHADE (TYP.) A_301 A-30101 s` s O I 1 GAF TPO ROOFING v C C _ � NOA 08 0221.10 i 1 O _ P 4 P3 _ TYP. — P3 _ P4 P. GL 3 P. T 3 ( ) CD (N ) M T 3 (N ) M t� PARAPET , 24 Lf) ■� T. O. A -0 NOA 0515.0 7 03 •' •' .. .PARAPET T. 0 :....::.......,.:,.:n:y:::n... ; :iii. > .,:::.:.>:.? ::.....::::.:::: :::........ ......}: .. • , ... .. n:. , , , , : ,:;.:•}:iii:z:•}::•::•,•,•}:::::•::}:.y:}:�':::::.ty.:.:::,y::...,::::y::n:;.::::iiii.}•}:::.:••?i}:�:..,.,.,............a:::n:'::::::':..... y .: .. ..... . ------ +151-011 OIL ;... }::.......... . :. n ::.:..:.:........... 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A 001 519 SEAL: BY: REVIEWED & APPROVED MANAGER INITIALS: PROJECT DATE: tl � 1 11 � �• *mw iElmm E7Lumay W P1M11f OftI1N NORTH ELEVATION 1/8 1 0 1 ,�■ �=Munam � aF NII.OF 11E IIMOA110■N OGNpNIED liJOl WY 11l�7 N UI�1fY MPLIIYBE EK U■• CODE MATERIAL GENERAL NOTES: PROJECT NUMBER: 1. REFER TO COLOR AND MATERIAL SPECIFICATIONS FOR DESCRIPTIONS. l Q Q STUCCO FINISH GL -1 GLASS - CLEAR COMPLETE DES 00252 V E�D GLASS —SPANDREL 0 CONCRETE TILT -UP PANEL DRAWING NAME: EDPAINT -SEMIGLOSS ■ ■ Bu�ldin g EDTEX-COAT ON CONCRETE PANEL P-4 PAINT - EXTERIOR LATEX - FLAT Elevations P-5 PAINT TO MATCH ALUMINUM STOREFRONT MT -3 METAL FINISH DRAWING NUMBER: Um 2 LEGEND -02 A A B 102'-6" 4 28'-6" 741-0" PAVLIK DESIGN TEAM ARCHITECTURE, LLC 2"h X 3/4"d SCORE LINE (TYP) #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com +271-0" .............. T.O.PARAPET +2W-0" . . % ....................... ............................................................................................. `qv T. 0. PARAPET 4- % OL +18'-6" ............ ............................. ... ',F T. 0. PARAPET . % +27'-0" ...... ..... '. L T. 0. PARAP :. ... . . .^ t .. Z .:. � .. +111-9" OIL Buildin■g .. y, z ... ...................................... ... '*-F B.O.CLNG Group ........... .7 SERVICE DRIVE CANOPY BUR BuildinGrou g p ....•...... OPEN 495 North Keller Road Suite 101 Maitland FL 32751 +0' -0 Tel: 407 659 8539 F.F. ELEV. ....................................Fax• 407 831 8299 BOLLARD (TYP)BOLLARD P-2 (TYP) MT -3 tx:m IDOIGN ■ P" ENGINEERING 4 PER DOOR 4 PER DOOR 8KCmeofflum, Inc. 1053 N. ORLANDO AVE. IN SUITE 3 * MAITLAND &FLORIDA 32751 TEL" 07-62A-4286 4 FACSIMILE 407-020-1666.813/ 7000 71den LobnItz Cooper 255 S. Orange Avenue Oriando, Florida 32801 PH: 407.237.6122 ER NGINETECTUREERING W".bC_9ngIneeMC= FOR ACHI E0 0)0=5 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 WEST ELEVATION 1/811 1,_011 7-? 3.9 3.2 3 2 206'-l" 36'-4" 14'-9" 911-8" 63'-4" > L r2 .4-a LL METAL SUN SHADE (TYP.) A-301 A-301 Th X 3/4"d SCORE LINE (TYP) (D40— C C ;,,. CU > 0 U) (TYP.) (TYP.) MT -3 (TYP.) P-4 P-3 40 0 0 +271-01' T. 0. PARAPET ........... ............................................................... . ....... OIL +241 -011 ........................... T.0. PARAPET LL ..... ....... ..... ............... N --------------...... ........... ... ..... % IIS Nti. ..... ...... n n n n A . . . +1 -011 51 AL ............ ............ ......... ................ ...................... .......... T. 0. PARAPET X. ................. ........... ......... ------- % II ............. ............ ......... ...... :XXXX'. % i . . . . . . . . . . . . ------------ ------------- .......... ----------- - ..... +0141f OL F.F. ELEV. ............... ............. ...... (TYP.) (TYP.) MT -3 MT -3 L FP—T�— F _P— �5 7), N IL EL iv X FLORVA ARC*4HTE0,__r No. AF1 001 W251 9 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: ELEVATION T1/8 if 1-011 1 Ormm KQIK Imm mumy 110 omNORTH Wim= vianum = ommmm. aminimm ON mrUmm OF m or m 11,0110m MIMI) HIMI W mm N umm mmom or U111. CODE MATERIAL GENERAL NOTES: PROJECT NUMBER: 1. REFER TO COLOR AND MATERIAL SPECIFICATIONS FOR STUCCO FINISH ED GLASS - CLEAR COMPLETE DESCRIPTIONS. 00 002528 O/A CONCRETE TILT PANEL EE) GLASS - SPANDREL -UP DRAWING NAME: EED EE) PAINT -SEMI GLOSS TEX-COAT ON CONCRETE PANEL Building ED PAINT - EXTERIOR LATEX - FLAT EWlgvations PAINT TO MATCH ALUMINUM STOREFRONT METAL FINISH DRAWING NUMBE.� AERRE 2 0 LEGEND D C B A I 1 30'-21/2" I I I I 74'-0" 1 28'-6" PAVLIK DESIGN TEAM ARCHITECTURE, LLC I I #AA0003391 I I 6451 N. Federal Highway Suite 1000 I I Fort Lauderdale, FL 33308 —__------ 1 4 A-s12A-311 ( ,------- 1 A-311 ,_—_---- Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com -------- --- - \-F. T O PARAPET 1--:\ 1. :l\ :1--- „ „ ,,, . , , - -- - .. --- -•- _ . I '11mm ... I l-... �:..... . 1. <., PARTS I I %==je +18� 6" ........................... I - - - - - , , , E T.O.PARAPET �. �. . , '' Bumildming 1. 1 1- l 1 I ... - A 311 A 311 - I 1 V J"", .......... +12' o" Group +11'-9" ............. I I I• I T , O SLAB BE&R Building Group B.O.CANOPY I .. `\ ---- ......... .. ... .. ... ................ ..........- -,- _ ..:- ... I 495 North Keller Road Suite 101 Maitland _..,.._l:: - 1--- - 1. . - .::: --- ---1-- , ::1::,. FL 32751 :::.. .. .............:. 1 - - - .-. I Tel: 407 659 8539 Fax• 407 831 8299 :. . :.; SERVICE ..... , DRIVE/CANOPY , SERVICE I I- T CH Ll1 , l.- � '- -- --- ' --- 1--------- NG-Niel` N.IN�.:- . SHOP ... r--- RAL- -\:, \ , H O NT R ..1....-..-... PARTS WAREHOUSE ..:: 101 , , 6 113 ------ -- • I-I--�--- �---,----�---- - -- -•- --�. ..1.-...... 0 •, .......---r---1----•---J'--,----�---- - -�---1----:---�-- -� a�NNINc Nmi1Nc , lum Inc 1 ............. .-�-- ' --- -- , ._.. i .t .... ............. ...- -•---... _r -' ---....-.:..- ... I I �' Q° OL 1063 N. ORLANDO AVE.■ SUITE 3 • UNTLANDAFLOR� 32731 666 • 4268 FACSIMILE 407 620 1 060 01.011 .,. ' L LEVEL IN.FL. 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I . 1. .. ------- ----- ! !- --- H ... � ........ -11- ! - I , H I --l- --- 1 1 ------ -- --- ! : : : ----------- ; j -1 : � I -------- - . :: . i. :;; ;: 1. . : : 1 : - -: I 1-: :- :: : : . � I ------------ : . : ............ : :� :: ---- - ......... .... -- : i : : I i I � --- i : P I - i- - � ........... �!:. .1111-- ­-­ : I I -- : ---- i- ........ � ----- � .... . : I � I � I I - -t: I I - - - - I - , � - -1 ... ..... I-- ------ , ., -- , , ! 1 : t. . �! �--: ­ --- � --- - : i.: I ::- ---: ---- 1 , I . . , - ; , . I -1 -1 - -i ; --_.; - ------- - �: ;, ............ ; 1 ............ . � - .! .............. :: � 1----.- I. -I ...... ; - ; 1, : : ------------ i --------- ::: ---------- I 11 : : : : ::: I : ........... "11- --- : . : :: - ----- : : : -------- � ::! - -------- I �; -- --- --: : ...... : - . ; � i : - � - 1111 ------ ;;--,. . - :;:: 1; .. 1: �__....... : 1 - ::;L I :: I. Sections ..- ., I ; ............ I ; : : � --: �. --; --------- ! : ----------- ; : ----- _-_ � :1 1, � i ::: .......... L: ;:.� i� -------- --i! . 1 : : :: ............ : : ......... -1 1 I: !:: : ::: I I- .... --: :----i I . I �...: - ; ..... -'-i � i , � - . : . � : ; ------------ � .--.: I ............ : ----------- : : 1 L ------------ � .......... -: ----11 I I ------ � ..... . ..... .... : : : � I :: I , 1 1: I - ::. , 1. i ------! i -111- ----- � 1 - .......... :: .1- -------- I 1:-� � !-- : .... � . ...... ji. -- I ; ... - DRAWING NUMBER: I I I I A-31 1 WALL SECTION 13/4"=1'-0"141 WALL SECTION 13/4 111=11-011 3 � WALL SECTION 13/4 11=11-011 �2 � � WALL SECTION 1 3/4 11=11-011 1 If 1 11 If 1- tl 11. 1 11 11- 1 11 -141WALL SECTION 1 1 0131WALL SECTION 1 -1-0121WALL SECTION 1 -1-0 1 ..WALL SECTION 1 1 0 111isi 111 111 ■� System No. HW -D-1002 Design No. P-907 Design No. X-771 System No. C -AJ -7076 September 04, 2000 Restrained Assembly Rating - 1, 1-1 /2 or 2 Hr (See Items 5 & 6) Ratings - 3/4, 1, 1-1/2, 2, 3 and 4 Hr. September 03, 2004 Assembly Rating - 3 Hr. Nominal Joint Width - 4 In. Unrestrained Assembly Rating - 0 Hr (See Item 5) 1 F Rating - 2 Hr. I Class I I Movement Capabilities - 31 % Compression or Extension Unrestrained Beam Rating - 1,1-112 or 2 Hr (See Item 6) T Rating - 1 Hr. 1 - .1?;:,% .. ... �' - - I 11 ,.,. , N , -WIC � - I - ' - R �"D�! I - I ; .-.. ,A-; 4 2 3 5 .� 1 M1141.1"Al"'V.- ; .,.,6: R.. , . , I 1 —n -A ' I 1 ? � 1 . . . . . . 4�'. . Z F � � '%_� A V I 1 llvw�_U .4.- .." . "... '51. .: *4 .. �' : .' * A ' ' I I .. 1 '* - ' ' ' ' . . � . 4..: . 4A " . . . . . . . * . * ' , ' ' a. ' ' " I . v .. - - " ", ' ' ' -'.�..;%. ' ' : ', - .4- "4 ' . - I - . �'. ... ; � " �-� , !.: '... � :. . ;. .�-. ", ".: 7_- .. � .� - '1'� d� - ..�.-: " - I. . , , P . I ... ". :4., � : � . '.. '-1.-':1'i -, " a Z. " ' - ' — LI .11., .4 1 P .." - . 11 *'** ' "'14 " :.. - '- . . ... -, -v . & it .; I P __ I . . 7 — — — — � I X ' ' ' I 7Y. - i :.". . . - , � - - .' ! - -1 .'.o . 1 , - .. .. '. " * 1. .. , . . * A . ' 4. L . '- - . . I 1. . . .. I I . : . .. . . . . . . .. , "o **' ' v . 4. I - - . .. . . .. . . . - . . .. . . 4 . 4 : r..' : - Y'� ..... . .0 ' �� - - - - Z --$r. -'.w�' #!'�" -'t'."' 10- . i" .-. . '. . !. .1 : , . -. . . . . . . . . . . : ..' .,*.i . - -i '.. . .-44�.io-i�' . "' *' ' .. .. . I *, '� .. * ' .. - It. - , ... . - ­ . ... . f *.'j. .. .. .. � ; , - * '. " '. . .'! '?� " !2 - ,v.; . . . � I T . . i o . 1. - : 1k .... ". . . . . ... . . *: Al . -0 : .. I - '. .:- A .. - - " * ..A . . * " A* . ..* '.. :1 I I . .;. . : �... ... ,to I . . .. . . . I I .1 - # ': . . ;..*.-:, .."!;­ : � � . . _. S . . ra I I a I ... : '�..... ;e. . . . . . ... - , ' . *. '. .. , I . . . . . Ar' " . " - . . : PAVLIK DESIGN TEAM I f , ­. i IT" I �.� ;. � I- - -.-.. — — , . . , " - I I ' I 'A i - A 4 - I I 'A.* I _� . . . I 4� '� #� .� #� 4V 1 .. . P- �o #-* P-"NiLd.-� ARCHITECTURE, LLC I I lw� I I I I - .4. I T - y . I . 313 .�P_#_o�#�'W_ 3 - I I I I I I I I , I -"�'� . , ... . I -_ . . . T1_!__!.__t__t__ �'­' . .. . . . . ... " 1 6451 N. Federal Highway Suite 1 000 . 1. Steel Pipe or Tube Column - Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. I I I I - - - � I 14 3A - I III* . ... 4! . '. ' * . ' . ... . Fort Lauderdale, FL 33308 I 1 1 to a maximum of 32 in. with a minimum wall thickness of 3/16 in. — — — — — — — — I I q � ' I 4 * * . A. -w :. 4 . 2 - . Steel square or rectangular tube with outside wall dimensions ranging from a minimum 3 in. to a 3A $ 117- . . . 1. . 4 . Tel: 954 523 3300 1 I maximum of 32 in. and a minimum wall thickness of 3/16 in. Fax: 954 524 8370 1 ...- 1 I 1 1 1 1 1 - 6 1 The A/P ratio of the steel pipe or tube (see Item 2) shall range from 0.1 8 to 2.0. I I I 1 X A 3B SECTION A -A I I I 1. Floor Assembly - Min 4-1/2 in. thick steel -reinforced lightweight or normal weight (100-150 pco www.pavlikdesign.com � I I structural concrete. I I I 1 2. Spray -Applied Fire Resistive Materials* - Applied by mixing with water and spraying in one or more I I I I I I 1. Steel Supports - W6x16, W8x1 0, W8x18 or W8x28 min size Beams or Types 1OK1, 12J4,12K5 or I I coats to steel surfaces which must be clean and free of dirt, loose scale and oil. Min avg and Ind density . I 2. Wall Assembly - Min 5 in. thick reinforced lightweight or normal weight (1 00-1 50 pcf) structural 141<3 min size Joists. See Item 6. 1 1 of 15/14 pef respectively. Min avg and min Ind density of 22/1 9 pef respectively for Types Z-106, I I ' concrete. Wall may also be constructed of any UL Classified Concrets Blocks". See Concrete Blocks 2. Roof Covering* - Consisting of hot mopped or cold application materials compatible with insulation(s) I Z-1 06/G. Min avg and min ind density of 19/1 8 pef respectively for Types 7GP and 7HD. For method of I I 1 I (CAZT) category in the Fire Resistance Directory for names of manufacturers. described herein which provide Class A, B or C coverings. See Roofing Materials and Systems I density determination, see Design Information Section, preceding these designs. I I I I I No a Directory -Roof Covering Materials (TEVT). I I The hourly rating of the structural member is dependent upon the ratio of A/P and the thickness of I I 1 3. Joint System - Max separation between bottom of floor and top of wall (at time of installation of joint 3. Insulating Concrete - various types of insulating concrete prepared as indicated below: I Spray -Applied Fire Resistive Materials, where A is the cross sectional area of the pipe or tube and P is I I system) is 4 in.The joint system is designed to accommodate a max 31 percent compression or I I I the heated perimeter. I I I I I extension from its installed width. The joint system consists of a forming material and a fill material as 1 A. Perlite Concrete - 6 cu ft Perlite Aggregate" per bag of Portland cement and 1.5 pt of 12.5 percent I I I . follows: I I I I solution with water of neutralized vinsol resin as air entraining agent. Min avg The A/P ratio of a circular pipe is determined by: A/P pipe = t (d - tyd I I I I I air dry density 27 pef, and min avg compressive strength 150 psi. . I I I 1. Floor or Wall Assembly - Min 4-1/2 in. (I 14 mm) thick reinforced lightweight or normal weight (100-150 A. Forming Material* - Min 4.0 pef mineral wool baft insulation installed in joint opening as a permanent I I See Perlite Aggregate" (CFFX) category for names of manufacturers. I Where: I . I pcf or 1600-2400 kg/m3) concrete. Floor assembly may also be constructed of any min 6 in. (152mm) form. Pieces of batt cut to min width of 4 in. and installed vertically, edge -first into joint opening, such I n Build '' I I d = the outer diameter of the pipe (in.) I thick UL Classified hollow -core Precast Concrete Units" Wall may also be constructed of any UL ' I that batt sections are compressed min 50 percent in thickness and such that the compressed batt I g ELASTIZELL CORP OF AMERICA - Type 11. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of I t = the wall thickness of the pipe (in.) I Classified Concrete Blocks". Max area of opening 640 sq in. (4129 cm2) with a max dimension of 32 in. sections are recessed from each surface of wall as required to accommodate the required thickness of I I cast dry density 40 (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pd. I ular, or square tube Is determined by:A/P tube = t (a + b - 2tya + b I I I I � (813 mm). Max area of in floors constructed of hollow -core concrete is 49 sq in. (316 cm2) with a max I I I fill material. Adjoining lengths of batt to be fightly-butted with butted seams spaced min 12 in. apart along I Group CELLULAR CONCRETE L L C - Cast dry density 37 (+ or-) 3.0 pef. I I I I I dimension of 7 in. (178 mm). I I . I the length of the joint. I I I I . LITE -CRETE INC - Cast dry density 9f 29 (+ or -) 3.0 pef. I Mix #2. Cast dry density 36 3.0 I I I I I . Where: I I I I I I I I BE&R Building Group SIPLAST INC - of (+ or -) pcf. I a = the outer width of the tube (in.) I I I See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance FIBREX INSULATION INC - FBX Safing Insulation I I I I I I I Directory for names of manufacturers. OWENS CORNING HT INC, DIV OF OWENS CORNING - Safing Insulation/MW 495 North Keller Road Suite 1 01 Maitland 4. Wire Reinforcement - No. 19 SWIG gaiv steel wire twisted to form hexagons 2 in. wide, weighing 1.5 I I b = the outer length of the tube (in.) I I I I I � I I I I I ROCK WOOL MANUFACTURING CO - Delta Board I I FL 32751 lb/sq yd. In addition straight 16 SWIG gaiv wire woven into the mash and spaced 3 in. apart as stiffeners. I t = the wall thickness of the tube (in.) , I . � 1 1 1 2. Steel Duct - Nom 30 in. by 18 in. (762 mm by 457 mm) (or smaller) No. 24 gauge (or heavier) steel I I ROXUL INC - Type Safe Tel: 407 659 8539 Mesh installed without attachment, lapped 8 in. at the edges, with stiffeners installed parallel to deck corrugations. I I I I The thickness of Spray -Applied Fire Resistive Materials for ratings of 3/4, 1, 1-1/2, 2, 3 a nd 4 h of a steel duct to be installed concentrically or eccentrically within opening. Annular space between duct and I THERMARBER L L C - Type SAF I Fax: 407 831 8299 I & Steel Floor and Form Units* - Noncomposite design. Corrugated 28 MSG min galv steel. When 9/16, 15/16 or 1 in. deep units are used, their loadings shall be limited to a 75 max bending I pipe or tube can be determined by the equation: h = R - 0.20/4.43 (A/P) � I I I I I I periphery of opening shall be shall be min 0 in. (point contact) to max 2 in. (51 mm). Duct to be rigidly supported on both sides of floor or wall assembly. I I I I � I B, Fill,Void or Cavity Material* - Min 1/2 in. thickness of fill material applied within the joint lush with I I produce percent . Where: I I I I I each surface of wall. I stresses in the steel, and the Restrained Assembly Rating shall not exceed 1-1/2 H. Welded to supports 12 in. O.C. with weld washers. Adjacent units overlapped one corrugation. Supports spaced not over 8 ft R = the hourly rating (hrs). I h = the thickness of Spra-y-Applied Fire Resistive Mate dais, minimum 1/4 in., maximum 3-7/8 In. I 1 3. Firestop System - The firestop system shall consist of the flollowing: I � 1 MINNESOTA MINING & MFG CO - FB -2000 I I *Bearing the UL Classification Mark C U S F _U07 UP" ""NO ENGINEERINO 0 in. O.C. for 24 gauge units and not over 6 ft O.C. for 26 gauge units, for 2 Hr. Restrained Assembly I A. Packing Material - Min 3 in. (76 mm) thickness of min 4 pd (64 kg/m3) mineral wool batt insulation 1�_j WConeortliurn, Inc. Rating; 9 ft 0 in. O.C. for 24 gauge units and not over 6 ft O.C. for 26 gauge units, fbr 1 Hr. Restrained Assembly Rating. For corrugated steel floor units less than or equal to 1-5/16 in. deep, the concrete I ARABIAN VERMICULITE INDUSTRIES - Types MK -5, MK­6/CBF, MK-6/ED, MK-6/HY, MK -6s, firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. In 1OW N. ORLANDO AVE. u SUITE 3 4 MAITLAND AFWRIDA 32731 (Item 2) thickness shall be 3-1/2 in. as measured from the surface of the concrete to the valley of the 1 Sonophone 1, Sonophone 5, Z-106, Z -106/G. I floors constructed of hollow -core concrete, packing material to be recessed from top and bottom SYSTEM No.HW-D-1002 13 TEL- 407-1129-42M a FACSIMILE 407-629-105a s Of 7OW units. For corrugated steel floor units greater than 1-5/16 in. deep, the concrete thickness shall be 2-3/16 in. from the the to the top the GRACE CANADA INC - Types MK -4, MK -5. surfaces of floor as required to accommodate the required thickness of fill material. Tift Lobriltz Cooper - as measured surface of concrete plane of units. Fluted gaiv steel form units, 1-1/2 or 3 in. deep, 22 MSG min thickness, 24 in. wide orwider. Welded to supports at each side and not to exceed 12 in. O.C. between sides. Adjacent units button -punched or I I I I GRACE KOREA INC - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK -6s, Monokote Acoustic 1, Monokote I B. Fill,Void or Cavity Materials* - Caulk or Sealant - Min 1/2 in. (13 mm) thickness of caulk or sealant applied within the annulus, flush with top surface of floor or with both surfaoss of wall. In floors I I M S. Oronge Avenue 0dondo, HOW 32801 welded together 36 in. O.C. along side joints. Supports spaced not over 8 ft 0 in. O.C. for 2 Hr. Acoustic 5, Z-106, Z -106/G. 1 constructed of hollow -core concrete, min 1/2 in. (13 mm) thickness of caulk or sealant applied within the I I I I PH: 407.237.6122 Restrained Assembly Rating, 9 ft 0 in. O.C. for 1 Hr. Restrained Assembly Rating. For 1-1/2 or 3 in. deep I I PYROK INC - Type LD. annulus, flush with top and bottom surfaces of floor. Min 1/4 in. (6 mm) diam bead of caulk or sealant I ENGINEERING WW.UC—en FOR ARCHITECTURE gineemcom fluted steel form units, the concrete (Item 2) thickness shall be 2-7/16 in. as measured from the surface I I I I . 11 I � applied to the duct1concrete interface at the point contact location on the top suftce of floor or both I I I Design No. U-905 I I Ell #M=5 TLC NO: I of the concrete to the top plane of the units.'Joint cover shall be 2 in. wide cloth adhesive tape applied following the contour of the steel form units. For 1-5/16 in. deep 24 MSG corrugated units with clear SOUTHWEST VERMIC ULITE CO - Types 4, 5, SEF, 5GP, SMD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, I I surfaces of wall or hollow -core concrete. I I I I I I Bearing Wall Rating - 2 Hr spans not more than 7 ft 6 in. the Unrestrained Assembly Rating is 1 Hr. I I � 9GP, 9MD. I I . I I 3M COMPANY - CP 25WB+, IC 15WB caulk or FB -3000 WT sealant. � I Nonbearing Wall Rating - 2 Hr DRAWING ISSUE I DATE PROGRESSSET 02.15.08 CONSOLIDATED SYSTEMS INC - Consoliform Types EHD, HD, S, SD. I VERMICULITE PRODUCTS INC - Types MK -4, MK -5. I I I I I C. Retaining Angles - Min 16 GA galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap I 1, I I DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 DECK WEST INC - 36 in. wide Type B -DW, BA -DW, 2 -DW or 3 -DW. W R GRACE & CO - CONN I I I periphery of opening a min of 1 in. (25 mm). Angles attached to all four sides of steel duct on top surface 1 I I 1 I MARLYN STEEL DECKS INC - Types B, EF, F, HF, N, NV, SF. � I H H ROBERTSON - Types 3,21, 3 in. QL-99. I CONSTRUCTION PRODUCTS DIV - Types MK -4, MK -5, MK-6/HY, MK -6s, Monokote Acoustic 1, I of floor or both surfaces of wall with No. 10 (or larger) steel sheet metal screws spaced a max I in, I I I I 1 UNITED STEEL DECK INC - Type UFX-36. Monokote Acoustic 5, RG, Z-106, Z -106/G. . I (25mm) from each end and max 6 in. (152 mm) OC. 3/4- — - I VERCO MFG CO - Type "Vercor." VULCRAFT, DIV OF NUCOR CORP - Types 0.6C, 0.6CPR, 1.00, 1.3C, 1.5C, 2C, 3C, 1.513, 1.5BI, 3N, 3NI. I I I *Bearing the UL Classification Mark I I I *Bearing the UL Classification Marking I I I (E 7-5/8w [:D 0 Min. ID 0 P9 WHEELING-PITTSBURGH STEEL CORP, DIV OF I WHEELING CORRUGATING CO - Types AR, BR, BW, BWR, FIR, High Strength B, High Strength I I I I I I I "I I � I J, BW, TF -H3, I 11 TF -1 25, TF -200, TV -H3, Permaform Type H, Strongfoam SF1, SF2, SF3; 36 in. wide Types 1.5 SB, I I I I d d y 1.5 I I I C us C us Horizontal Section SBR I I I I I I DESIGN No. X-771 17 SYSTEM No.C-AJ-7076 15- Alternate Constnuction - Composite units of the same type listed above may be used provided allowable I 1 1 loading is calculated on the basis of noncomposite design. 1 1 1 Design No. U-415 I I 6. Sprayed Fireproofing- . "a L. > A. Spray -Applied Fire Resistive Materials" - Applied by spraying with water, in one or more coats to final System A - 1 Hr. 4) — ca tamped or untamped thicknesses as shown in table below to beam or joist surfaces which are free of AMR dirt, oil and scale. When steel joists are used, min. thickness of material on steel bridging angles shall be I 1 3 1 1 1 1 1. Concrete Blocks* - - Various designs. Classification D-2 (2 hr). L_ ' C the same as required on joist, but is not required to exceed 1-3/4 in. Use of adhesive and tamping are optional. Restrained Assembly N I 1 24 or 600 mm O.C. --I I See Concrete Blocks category for list of eligible manufacturers. I I . CD _J M 4) 4-d LL C: "Protection material directly applied to joist following joist contours. As an option, metal lath (Item 9) or I I I 1 I 2. Mortar - - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more I U a) -0- glass fiber mesh (Item 9A) secured to one side of joist to catch overspray when spraying fiollowing joist 'N I I - L I I System No. C -AJ -7076 I than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more . L) L_ contours. Metal lath to be fully covered with protection material but with no minimum thickness I A . . (0) I requirements. 1 I - I I I September 03, 2004 I L a I I I ISOLATEK INTERNATIONAL - Type D-C/F, HP or Type 11. Type EBS or Type X adhesivetsealer I I I I Z I I F Rating - 2 Hr. 11 I I 1 3. Portland Cement Stucco or Gypsum Plaster - - Add 1/2 hr to classification if used, Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing . 1111011111 ma �: CU � optional. Min avg density of 13 pef with min Ind Value Of 1 1 LpCf for D-C/F or 11. For Type HP, min avg and I I I I I D I 01/ I T Rating - 1 Hr. I to achieve a max. Classification of 1-1/2 hr. A ttached to concrete blocks (Item 1). I OU) �- min Ind densitiesof 22and,19 pcf, respectively. Formethod of density determination, refertoDesign I I I I I I �� 4) Information Section. I I I I B. Spray -Applied Fire Resistive Materiale - Applied by mixing with water and spraying in one or more I I I I I 1A I 113 1 I 4. Loose Masonry Fill - - If all core spaces are filled with loose dry expanded slag, expanded clay or I shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite . I I (D W 0 U) I I A 3B 1A loose fill insulation 2 hr coats to the beam or joist surfaces which are free of oil, dirt, or loose scale to the thicknesses shown in 1. Floor, Side and Ceiling Runners - "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when I I A � I add to classification. I,*- the table below. Min average density of 17.5 pcf with min individual value of 17 pcf fbr Type 280. Min System C is used), with unequal legs of 1 in. and 2 in., fabricated from min 24 MSG (min 20 MSG when . . IF : . .. .1- I . 0 11111111111111111111111 average and min individual density of 17.5 and 16 pcf, respectively, fbr Types 300, 300ES, 30ON and Item 4A or 7 are used) galv steel. Runners positioned with short leg toward finished side of wall. Runners : I.: 2 .... 313 I 5.FoamedPlasbe -- (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to SB. Min average and min individual density of 22 and 19 pcf, respectively, forType 400. For method of attached to structural supports with steel fasteners located not greater than 2 in. from ends and not ..: .. . . - - .. .. .... I. .. . . --I concrete blocks (Item 1). I UM density determination, see Design Information Section, Sprayed Material. greater than 24 in. OC. "E" - shaped studs (Item 2A) may be used as side runners in place of "J" - I ..... ... A . r— i I * .*..* I I I *Spray -Applied Fire Resistive Materials directly applied to joist contours. As an alternate, metal lath or shaped runners. , 1: I T T T T --- T T THE DOW CHEMICAL CO - Type Thermax nonmetallic fabric mesh secured to one side of joist to catch overspray when spraying following joist contours. Metal lath to be fully covered with Spray -Applied Fire Resistive Materials but with no min I 2. Steel Studs - "C -H" - shaped studs, min 2-1/2 in. deep (min 4 in. deep when System C is used), I I I I . *Bearing the UL Classification Mark - thickness requirements. When Type 280 is used for the 1 Hr. Rating, the thickness must be increased fabricated from min 25 MSG (min 20 MSG when Item 7 is used) steel. Cut to lengths 3/8 to 1/2 in. I . I /,% gaiv ."..1:71�i�i�iilii from 15/16 in. to 1-1/16 in. I I less than floor -to -calling height and spaced 24 in. or 600 mm OC. � I .4 N. .4 h. I I I I ....... ISOLATEK INTERNATIONAL - Types 280, 300, 300ES, 300N, 400 or SB. I I 2A. Steel Studs -(Not Shown)- "E"- shaped studs installed backto back in place of "C -H"- shaped I I I C us .. .. . 1.1" .... � ... � ... __ . . .... M. :::::::::::::1.1.'..'... ::::: ".-"'.'.:%,%.1 - .........'...' . ........ . C. Spray -Applied Fire Resistive Matedals" - Applied by mixing with water and spraying in one or more studs (Item 2) RE" - shaped studs secured together with steel screws spaced a maximum 12 in. OC, I I . I I .. **1 ' K" .'. .. coats to final thickness as shown in table below to beam surfaces which are free of dirt, oil and scale. Fabricated from min 25 MSG (min 20 MSG when Item 7 is used) gaiv steel, min 2-1t2 in. deep (min 4 in. I I I A A A I A I I A A I I , ::.'.... " ...'.'. : . : ' -1: ' " ` ' : '. - - _____ --- Min avg and min Ind density of 15/14 pcf respectively. Min avg and min Ind density of 19/18 pcf deep when System C is used), with one leg 1 in. long and two legs 3/4 in. long. Shorter legs 1 in. apart - I — — I I 11119— I _N'�*N I I DESIGN No. U-905 12 :�::. :'::::"'::1-"' ... ..... :: ....... : .X. 1: ,:.::, X .. I respectively for Types 7GP and 7HD. For method of density determination see Design Information I to engage gypsum liner panels. Cut to lengths 3/8 to 1/2 in. less than floor to ceiling heights. .. .. . . . I: .... - - . . 1 4 . I I 1 Section. I I I . : I.." - I ..' '.... 1 0 I I ARABIAN VERMICULITE INDUSTRIES - Type MK -5. 2B. Furring Channels - (Optional, not shown) - For use with single or double layer systems. Resilient furring channels fabricated from min 25MSG corrosion protected steel, installed horizontally, and spaced ...' .. .. . .... : ". . . . . .. . . .. . . .F A . . . ... . I I I I � GRACE CANADA INC - Types MK -4, MK -5. vertically a max 24 in. OC. Flange portion of channel attached to each intersecting "C -HR or"E" stud on I A . 3A I I I � I W R GRACE & CO - CONN side of stud opposite the I in. liner panels with 1/2 in. long Type S or S-12 pan -head steel screws. When I I LINE OF BOTTOM J% CONSTRUCTION PRODUCTS DIV - Types MK -4, MK -5, MK-6/HY, MK -6s, RG, Monokote Acoustic 1. furring channels are used, wallboard to be installed vertically only. Not to be used with Type FRX or SECTION A -A . . " ' . . 1. . - ' . OF SLAB I' GRACE KOREA INC - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK -6s, Monokote Acoustic 1. FRX-G gypsum wallboard (Item 4A) or cementitious backer units (Item 7). 1 ... . 4 . . A - - . I . A - . 4.. , ..' I SOUTHWEST VERMICULITE CO - Types 4, 5, 7GP, 7HD. I I 4' . , . I . . I . ­.!, VERMICULITE PRODUCTS INC - Types MK -4, MK -5, VP4, VP5. 1 3. Gypsum Board" - Gypsum liner panels, nom 1 in. thick, 24 in. or 600 mm (for metric spacing) wide. I I .. ­ . .. . 4 'd : .. .. ; . i .' i . : - : � I Panels cut 1 in. less in length than floor to ceiling height. Vertical edges inserted in RH" portion of "C -H" I . . .4. . , . . - -..A . . ','-'7",1­1�7'1 � �"" ­, ­-­­ I ,_ _, - - . ­'� r D. Spray -Applied Fire Resistive Materials* - Applied by mixing with water to joist surfaces in one or studs or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end panels attached to long I I . .. .. . . I . 4 . .. .1. . - -� '7,,,,�­_i�� -, AN CF�0,,'NA1 - "'PC �' V, , � , " 1 �,', " more coats to final thickness shown In table below. A 1-3/4 thickness is to be applied to the bridging leg of vertical "J" - runners with 1-5/8 in. long Type S steel screws spaced not greater than 12 in. OC. I . . .. � . . 1. 'A .. - A " - - � A MSED E'M�`DO�',$ED A R 13 "' bars. Steel surfaces are to be free of dirt, oil or scale. Min avg and min ind density of 15/14 pcf When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the I . . . . . 4 . . ... . . . . . .. :4.. , ",­ Shear i AP -k0FB'rECTSEP,,,L I respectively. Refer to Design Information section for method of density determination. . wall, Horizontal joints need not be backed by steel framing. In System 1, butt joints in liner panels are I ", . . .. A - . - A - .. ' ' ' ..4 Wall. See I I I I I "Thickness staggered min 36 in. Butt joints backed with 6 in. by 22 in. strips of 3/4 in, thick gypsum wallboard (Item . I . . :o .. ... . . 14 A. , . �* * - * - - - - . Note 1 ' I " ' ' " ' ' " '_� 'IL�'ne_D applied to both sides of lath and joist. All surfaces of lath on both sides to be protected with 4). Wallboard strips centered over butt joints and secured to liner panels with six 1-1t2 in. long Type G 1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed . . : , - i . ..q. 4 - the min required thickness of protection material. steel screws, three screws along the 22 in. dimension at the top and bottom of the strips. I of the materials and in the manner described in the individual U400 Series Wall or Partibon Design in the I A'. .. 'A . . It '. .. . . -A 4 . 4 ..- . ' 4E I I ARABIAN VERMICULITE INDUSTRIES - Type MK -5. UL Fire Resistance Directory and shall include the following construction features: . .. ' . . .. . *' * * I . . ;r : loi , ,'r,' GRACE CANADA INC - Type MK -5. I CANADIAN GYPSUM COMPANY - Type SLX 4 .. . .. . . : 4-.: - ,: _ 4' ".'. A .� . !...d FLORIDA ARCHITECT W R GRACE & CO - CONN I A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in. (89 mm) wide and . . . . . .,d .. '� - - * . . . No. All 001 351 9 CONSTRUCTION PRODUCTS DIV - Types MK -4, MK -5, MK-6/HY, MK -6s, RG, Monokote Acoustic 1, UNITED STATES GYPSUM CO - Type SLX I spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89 mm) wide steel studs shall be used to .4 . . ' * . 4( . .. . A. ' - . , 1 *: . GRACE KOREA INC - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK -6s, Monokote Acoustic 1. . completely frame opening. . , - . . ...4 . ,, ..'. .� . .. .. . . . . . . .:f, See Structural Drawings SEAL: PYROK INC - Type LD. USG MEXICO S A DE C V - Type SLX I �& - ,- . . . 4. . . , *A I ,a - . . SOUTHWEST VERMICULITE CO - Types 4, SEF, 5GP, 5MD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD, I B. Gypsum Board" - Thickness, type, number of layers and fasteners as required in the individual Wall . ' . - ..wl A % i 4d ** .f.. .' REVIEWED & APPROVED BY: VERMICULITE PRODUCTS INC - Types MK -5, VP5. I and Partition Design. Max size of opening to be 640 sq in. (4129 cm2) with a max dimension of 32 in. . ... ... .. .. A. . A. %V . I..., : . .. I I . 7. Bridging Angles - (Not shown) - Angles welded to top and bottom chords of the joists. Number, size 4. Gypsum Board* - System A - I Hr (813 mm) . .. I A .' ' . . ".. - iL� . .. tr.: .,A , '- * � . . . A:. . . 'A. . '@- .4 - - - PROJECT MANAGER INITIALS: and spacing per Steel Joist Institute Specifications. Bridging to be protected with same thickness Gypsum panels, with beveledi square or tapered edges, nom 5/8 in. thick, 48 in. or 1200 mm wide, . . ' 'A . : . I .. * - . . . . "A... - " * .. . . F.'.. . tr 4', . I ... . DATE: I required on steel joist, but is not required to exceed 1-3/4 in.cf applied vertically or horizontally, attached to studs with I in. long Type S steel screws spaced 12 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which I .. . .4 . I . . .. : . . . . A : A " . A.. .: . . . '.A * .1 8. Foamed Plastic" - Optional - (Not Shown). Rigid foamed plastic insulation boards placed on top of when installed vertically or 8 in OC when installed horizontally. Horizontal joints need not be backed by it is installed. I A , - . . W * '' 4.. 1. A . . . '0'.. , '. .. -..�.. .. .. . " : .. ..' - ` ' - .' . & ,4r 4 - - . . roof covering. See Foamed Plastic (BRYX) Category in Building Materials Directory or Foamed Plastict' (CCVW) Category in Fire Resistance Directory for list of manufacturers. Density of 2.5 pcf max, steel framing. I 2. Steel Duct - Nom 30 in. by 18 in. (762 mm by 457 mm) (or smaller) No. 24 gauge (or heavier galv .1 - .. ', * 4' 4 -4? . . - . 4 See ... . A .. .4 ...'4? '�..' .'. 1 4.# . . . . . ' .' .q. ' A ' -.'. 4A .- . d* 4, . . . I if I I . . . . . ... .4 . . Structural . . . . .q. . .. . . . . . NM 7HIS MW 01114111111011 cwv� 11011111K � 8110111aw III rMX 11113111IN V*400 ur. MIR` 01 """ = av=== polystyrene foamed plastic insulation boards bearing the UL Classification Marking. Covered with gravel, CANADIAN GYPSUM COMPANY - Types AR, C, IP -AR, IP -XI, IP -X2, IPC ­AR, SCX, SHX, WRC, steel duct installed concentrically or eccentrically within opening. Annular space between duct and .. .. .. . .. . - .. � .. - . '. .% ' .. W. . . .4 :., Drawings I .1 - �-_ q - - - q 4. I W I X%MM Ff UK crushed stone or concrete pavers at a rate of 10 psf min. WRX I . periphery of opening to be min 0 in. (point contact) to max 2 in. (O mm to max 51 mm). Duct to be rigidly . . . . "A . '. . 4 . . .', '. A : - ' '. - A. - .. - A .' . . . . . -6 . A, 9. Metal Lath - Optional - (Not Shown) - Metal lath may be used to facilitate the spray application of supported on both sides of wall assembly. . . 4i ... .,.. . . . .. I . 1. ...'. 11. .*. .. I .. " . . . . A. . . 4. -N .. * * ' ' � * . . . . 4 protection material on steel barjoists and trusses. The diamond mash, 3/8 in. expanded steel lath, 1.7 to UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP -AR, IP -X1, IP ­X2, IPC -AR, SCX, SHX, . . . . .' .. .4 . .. .. . *" ! - .A - - , IF . ,. A. - - . - . 1 . . A. . . 1. - . ... PROJECT NUMBER: 3.4 lb/sq yd is secured toone sideof each steeljoistwith 18 SWIG galv steel wire at joist web and WRC, WRX 3. Firestop System - The firestop system shall consist of the following: I . . *A . . . � .. . , q.. A . - . . . 4 .. . . . . . . I . ...4 A .t? \.A . . .' . bottom chord members, spaced I 5 in. O.C. max. When used, the metal lath is to be fully covered with protection material with no min thickness requirements, unless specified. USG MEXICO S A DE C V - Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC, WRX A. Fill,Vold or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within I . .4 . . . - 4.. . I A , . - '. _L__K"* * : -A . ' . . " .. , . / : ___� SEE STRUCTURAL �_ 002528 9A. Non -Metallic Fabric Mesh - Optional - (Not Shown) - As an alternate to metal lath, glass fiber annulus, flush with both surfaces of wall. DRAWINGS \_ 1 fabric mesh, weighing approximately 2.5 oz/sq yd, polypropylene fabric mesh, weighing approximately 5. Joint Tape and Compound - (Not Shown) Systems A, B, C, E, F, G, H, I I 3M COMPANY - CP -25 WB+, IC 15WB caulk or FB -3000 WT sealant Concrete Column 1.25 oz1sq yd or equivalent, may be used to facilitate the spray application. The mesh is secured to one I See Note 2 DRAWING NAME: side of each joist web member. The method of attaching the mesh must be sufficient to hold the mesh and the spray�applied protection material in place during application until it has cured. An acceptable to the is by the in 1/4 in. long beads hot Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. B. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 Calculated Fire UL Notes method attach mash embedding mesh minimum of malted glue. Resistance Rating: The beads of glue shall be spaced a maximum of 12 in. OC along the top chord of the barjoist. Another mm) long, No. 1 0 (or larger) sheet metal screws spaced a max I in. (25 mm) from each end and spaced a max 6 in. (I 52 mm) OC. 1. Carbonate Type Concrete At 8" Thickness Provides 3 Hour Fire Resistance. See Florida Building method to secure the mash is by 1-1/4 in. long by 1/2 in. wide hairpin clips formed from No. 18 SWIG or heavier steel wire. 6. Batts and Blankets" - Systems A, B, E, F, G, H, I I (Optional) - Mineral wool or glass fiber batts partially or completely filling stud cavity. Any mineral wool Code Table 721.2.1.1 & Details 1 0. Mineral and Fiber Boards" - (Not shown) - Optional - Applied in one or more layers over the Perlite or glass fiber batt mineral bearing the UL Classification Marking as to Fire Resistance. *Bearing the UL Classification Marking 2. The Minimum Dimension Of Concrete Columns To Achieve A 1 Hour Fire Resistance Rating Is 8"x8". Concrete (Item 2). To be applied with adhesive between layers or laid loosely. See Florida Building Code Table 721.2.4 OWENS CORNING HT INC, DIV OF 8. Laminating Adhesive" - (Optional, Not Shown) - Used to bond outer layer of Cementitious Backer OWENS CORNING �CQI 1P Units (Item 7) to inner layers of Gypsum Board (Item 4) in System D. ANSI A136.1 Type 1 organic adhesive applied with 1/4 in. square notched trowel. See Adhesives (BYWR) in the Fire Resistance I . I 3. All precast concrete twin tee panels with a slab thickness of 5" (as determined by using the formula "�/ SIPLAST INC 1 1. Adhesive - Optional - Applied in approx 1/2 in. wide ribbons 6 in. OC, at the rate of 1 gal per 250 sq Directory or Adhesives (BJLZ) in the Building Materials Directory for names of Classified companies. provided in the Florida Building Code section 709.2.2.1.4) provide a Fire Resistance Rating of 2 Hours. See Florida Building Code Table 721.2.2.1 cj Q DRAWING NUMBER: ft. See Adhesive (BYWR) category for names of manufacturers. C U S "Bearing C us C us C us "Bearing the UL Classification Mark the UL Classification Mark AA -322 DESIGN No. P-907 18, DESIGN No. U-415- 16, SYSTEM No.C-AJ-7076 141 FIRE RESISTANCE RATING I 1 1 1 System No. C -AJ -2001 F Rating - 2 Hr I T Ratings - 0, 1-1/2 and 2 Hr (See Item 3) Design No. X-771 L Ratings at Ambient - 7 CFM/sq ft (See Item 3B) Ratings - 3/4, 1, 1-1/2, 2, 3 and 4 Hr. System No. W -L-2002 L Ratings at 400 F - 1 CFM/sq ft (See Item 3B) September 03, 2004 F Ratings - 1, 1-1/2 and 2 Hr (See Item 3) 2 For Number of Lyaers T Ratings - 3/4, 1, 1-1/2 and 2 Hr (See Item 3) A and Hourly Ratings 4 L Ratings at Ambient - 7 CFM/sq ft (See Item 3C) L Ratings at 400 F - I CFM/sq ft (See Item 3C) 3A See Item 4 4 PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 4 4 1A 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 3 3A 011� 1B Tel: 954 523 3300 7 Fax: 954 524 8370 A 3C 3A 4 3B 3B 3C www.pavlikdesign.com 0 0 3C 0 SECTION A -A 1. Floor or Wall Assembly — Lightweight or normal weight (100-150 pcf or 1600 - 2400 kg/m3) concrete. 1. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 25 MSG Except as footnoted for floor assembly in table under Item 3, min thickness of solid concrete floor or wall corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor Mon W. Man a assembly is 4-1/2 in. (114 mm). Floor assembly may also be constructed of any min 6 in. (152 mm) thick and ceiling with fasteners 24 in. OC max. N UL Classified hollow core Precast Concrete Units*. Wall may also be constructed of any UL Classified K Concrete Blocks*. Diam of opening through floor or wall to be 0 to 1/4 in. (0 to 6 mm) larger than the 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width as outside diam of nom 2 in. (51 mm) diam and smaller pipes or conduits. Diarn of opening to be 0 to 1/2 in. indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be (0 to 13 mm) larger than the outside diam of nom 2-1/2 in. (64 mm) diarn and larger pipes or conduits. cut 3/8 to 3/4 in. less than assembly height. Max diam of opening is 7 in. (178 mm). 0 See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance 3. Batts and Blankets* — (Optional) — Mineral wool batts, friction fitted between studs and ninners. Min 2 Directory for names of manufactur I ers. nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories far names A Building of Classified companies. 2. Through Penetrants — One nonmetallic pipe or conduit to be centered in the through opening. Pipe or 3A conduit to be rigidly supported on both sides of the floor or wall assembly. The following typas and sizes 3A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation -------- V Group of nonmetallic pipes or conduits may be used: bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. SECTION A -A BE&R Building Group A. Polyvinyl Chloride (PVC) Pipe — Nam 6 in. (152 mm) diam (or smaller) Schedule 40 solid -core PVC 495 North Keller Road Suite 101 Maitland pipe for use in closed (process,or supply) or vented (drain, waste or vent) piping system. 4. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. FL 32751 B. Cellular — Core Polyvinyl Chloride (ccPVC) Pipe — Nam 4 in. (102 mm) diam (or smaller) Schedule 40 Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need Tel: 407 659 8539 cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of Fax: 407 8318299 system. studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers far the 1 hr ratings C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nam 6 in. (152 mm) diam (or smaller) SDR13.5 CPVC are 1 layer, 5/8" thick each side with 3-1/2" minimum stud depth. pipe for use in closed (process or supply) piping systems. 1. Wall Assembly - The I or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of FF�71.1111181101 DENO P" 0400MINIG CANADIAN GYPSUM COMPANY — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in, thick Type AR, the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design Im I D. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nam 4 in. (102 mm) diam (or smaller) Schedule 40 C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX or WRQ 3/4 in. thick Type IP -X3, ULTRACODE, in the UL Fire Resistance Directory and shall include the following construction features: 8KC*rworflum, Inc. solid -core ASS pipe for use in closed (process or supply) or vented (drain, waste or venQ piping ULTRACODE SHC or ULTRACODE WRC. 1053 K ORLANDO AVE. 0 SWE 3 9 MAITLANDAFLORIDA 32751 systems. A. Studs - Wall framing may consist of either wood studs or steel channel studs, Wood studs to consist TEU 407-629-4288 n FACSIMILE 407--620-1656 * 00 7080 r%f nt%m '7 K A in 1"rnkme A 4A in t -%P ;ft% ^ en 1) h A ; I k � A A k of—I UNIIt:UbIAIt:bUTI`SUMCO-1 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type SCX, I p %'W VV W y ". U111 W %7" JAQ 0 %A%J00 10%,VO. E. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe — Nam 4 in. (102 mm) diam (or smaller) SHX, WRX, IP -X1, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR; 3/4 in. thick Type IP -X3, ULTRACODE, studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. Schedule 40 cellular core ASS pipe for use in closed (process or supply) or vented (drain, waste or vent) ULTRACODE SHC or ULTRACODE WRC. piping systems. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPC -AIR or WRQ 5/8 in. thick Type AR, C, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual F. Polybutylene (PB) Pipe — Nam 3 in. (76 mm) diam (or smaller) SDR1 I (or heavier) PB pipe for use in IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or, 314 in. thick Type IP -X3, ULTRACODE, U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 7 in. closed (process or supply) or vented,(drain, waste or vent) piping systems. ULTRACODE SHC or ULTRACODE WRC. 2. Nonmetallic Pipe or Conduit - One nonmetallic pipe or conduit is centered within the firestop system. Pipe Type U.Kigiallonme 111cConduit — Nam 4 in. (102 mm) diam (or smaller) (Schedule 40 or8O) PVC conduit installed in accordance with Article 347 of the National Electjic Code (NFPA No. 70). H. Flame Retardant Polypropylene (FRPP) Pipe — Nam 4 in. (102 mm) diam (or smaller) Schedule 40 (or heavier) FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. See Rigid Nonmetallic Conduit (DZKT) category in UL Electrical Construction Materials Directory far names of manufacturers. 3. Firestop System — The details of the firestop system shall be as fbilows: A. Fill, Vold or Cavity Materials* — Wrap Strip — Nam 1/4 in. (6 mm) thick inturnescent elastorneric material faced on one side with aluminum foil, supplied in 1 and 2 in. (25 and 51 mm) wide strips. Strips tightly wrapped around nonmetallic pipe (foil side exposed) with the edges butted against ft underside of the concrete floor or both sides of wall surface. Sufficient layers of wrap strip shall be installed to lap a min of 3116 in. (5 mm) on the concrete around the entire perimeter of the through opening. The min wrap strip width and the min number of layers of wrap required is dependent upon the pipe type, the nom pipe diam, the wall of floor thickness and the hourly T Rating required, as shown in the following table. 4A. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Jo t covering (Item 7) not required. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type SHX. USG MEXICO S A DE C V — Type SHX. 5. Fasteners — (Not shown) — Type S or S-1 2 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- I in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three -layer systems: First layer- I in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-&B in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four4ayer systems: Firstlayer- I I I f- 4 PI . a ; fk; 6 1 A nA . ^t' 0 A 1 4 = ; I Pipeorcondult beins liednearcen rof stud cavity width and be rigidly supported on both sides of wall. The following types and sizes of nonmetallic pipes or conduit may be used: A. Nam 6 in. diam (or smaller) Schedule 40 solid -core polyvinyl chloride (PVC) pipe. B. Nam 4 in. diam (or smaller) Schedule 40 cellular core polyvinyl chloride (PVC) pipe. C. Nam 4 in. diam (or smaller) Schedule 40 solid -core acrylonitdle-butadione-styrene (ABS) pipe. D. Nam 4 in. diam (or smaller) Schedule 40 fire retardant polypropylene (FRPP) pipe. E. Nam 4 in, diam (or smaller) Rigid Nonmetallic Conduit formed of PVC. F. Nam 1 in. diam (smaller) Electrical Nonmetallic Tubing farmed of PVC. G. Nam 6 in. diam (or smaller) Schedule 40 chlorinated polyvinyl chloride (CPVC) pipe. See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in UL Electrical Construction Materials Directory for names of manufacturers. 3. Firestop System - Installed symmetrically on both sides of wall assembly. The houdy F and T Ratings for the firestop system are dependent upon the type and size of nonmetallic pipe or conduit the piping system type (closed systems such as process or supply piping or vented systems such as drain, waste or vent Dipinal and the houdv fi tina of the wall assembiv in which it is installed as shown in the Min Wrap DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 Width In. Strip Layers Hr PVC, ccPVC or CPVC 1/2 to 1-1/2 (13 to 38) 2-1/2(64) 1(25) 1 0 ASS, ccABS or FRPP(a) 112 to 1-1/2 (13 to 38) Pipe Type Nam Pipe Diam in. (mm) Min Wall or Floor Wrap Strip Min Wrap T Rating T Rating Hr FRRP Thkns in. (mm) Width In. Strip Layers Hr PVC, ccPVC or CPVC 1/2 to 1-1/2 (13 to 38) 2-1/2(64) 1(25) 1 0 ASS, ccABS or FRPP(a) 112 to 1-1/2 (13 to 38) 2-1/2(64) 1(25) 1 1 PVC, ccPVC or CPVC 1/2 to 2 (13 to 51) 2-1/2(64) 2(51) 1 0 PVC, ccPVC or CPVC 2(51) 2-1/2(64) 1(25) 2 0 ASS, ccABS or FRPP(a) 2(51) 2-1/2(64) 1(25) 2 1 PVC, ccPVC; or CPVC 2-1/2 to 3 (64 to 76) 2-1/2(64) 2(51) 2 0 PVC, ccPVC or CPVC 3-1/2 to 4 (89 to 102) 2-1/2(64) 2(51) 3 0 PVC, ccPVC or CPVC, ASS, caPVC or FRPP(a) 1/2 to 1-1/2 (13 to 38) 4-1/2(114) 134% 1 W1 1 2 PVC, ccPVC' CPVC' 2(51) 4-1/2(114) 1(25) 2 2 ASS, ccABS or FRPP(a) one layer wrapped around pipe with edge of tape flush with bottom of surface of floor and extending 3M COMPANY - FS -1 96+ , Ain PAR rnm Al rnm 79enen ~ 4 n1l rn A i n — IN ; F. *- A ; ; V. _f (Note: L Ratings apply only when CP 25WB+ caulk or FB -3000 WT sealant is used.) PVC, 00PVC, CPVC, ASS, ocABS or FRPP(a) 2-1/2 to 3 (64 to 76), 4-1/2(114) 1(25) 3 2 PVC, ccPVC, CPVC, ASS, ccABS, IDS or FRPP(a) 2-1/2 to 3 (64 to 76) 4-1/2(114) 2(51) 2 2 PVC, ccPVC; or CPVC 3-1/2 to 4 (89 to 102) 4-1/2(114) 2(51) 2 1-112 PVC, ocPVC, CPVC, ABS,ccABS or FRPP(b) 3-1/2 to 4 (89 to 102) 4-1/2(114) 2(51) 3 2 PVC 6(c) (152) 4-1/2(114) 3(76) -3 0 777d W"v I ".' ". %I vc,"O 0, 01jot'a I MOW" oyal- - ". u"W i thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 following table. in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. L= 6. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furTing channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-1 2 steel screws. Not for use with Item 4A. 6A. Steel Framing Members (Not Shown)* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max, 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not far use with Item 4A. b. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No. 8 x 1-1/2 in. minimum self -drilling, S-12 steel screw Pipe or Conduit Type Nam Pipe Diam In. Annular Space In. Piping System (a) Wall Fire Rating Hr F Rating Hr T Rating Hr FRRP 1/2 to 2 0-3/16 V 2 1-1/2 1-1/2 FRPP, PB 1/2 to 2 0-3/16 C 2 2 2 ASS 1/2 to 4 0-3/16 Cy 1 1 3/4 ASS 1/2 to 4 0-3/16 Cy 2 1-1Q 1 -IQ PVC 1/2 to 4 0-3/16 Cy 1 1 1 PVC 1/2 to 4 0-3/16 C'V 2 2 2 FRRP + 2-1/2 to 4 0-3/16 C'V 2 1-1Q 1-1/2 PVC + 5,6 0-3/16 Cy 2 1-1/2 1-1/2 through the center grommet. Furring channels are friction fitted into dips. r* - PAC INTERNATIONAL INC —Type RSIC-1. 0 +Pipe covering material wrap required on pipe on both sides of wall. 7. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to (a)C = closed systems, V = vented systems. um Q) AW jointsandsc WnGaGSOTOU dayers.1-aper pe, nom 2 in. wide, eMD8UUeO in nrstlayeror compound Firestop Device C in. (mm) (a) -Requires use of aluminum tape detailed in ymmetrica�[] 0 []Item 3E. over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum LL 1-1/2 (38 mm) 2-1/2(64) (b) - Requires use of pipe covering detailed in Item 3D.ymmetirical:ili 0 11 panels are supplied with a square edge. Wu M PPD 2 or PPD 200 (c) - For nom 6 in. (152 mm) diam pipe, I and 2 in. (25 and 51 mm), wide wrap strips are "Stacked" to attain nom 3 in. (76 mm) wrap strip width. Each layer of wrap strip to be installed with butted CU 0 U) material faced on one side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nam 2 in. (51 mm) PPD 300 _PVC, ccPVC or CPVC seam with butted seams in successive layers staggered. Wrap strip layers temporarily held in position MCI) 0 U) through the center grommet. Furring channels are friction fitted into dips. r* - PAC INTERNATIONAL INC —Type RSIC-1. 0 +Pipe covering material wrap required on pipe on both sides of wall. 7. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to (a)C = closed systems, V = vented systems. um Pipe Type Nam Pipe Diam jointsandsc WnGaGSOTOU dayers.1-aper pe, nom 2 in. wide, eMD8UUeO in nrstlayeror compound Firestop Device in. (mm) (a) -Requires use of aluminum tape detailed in ymmetrica�[] 0 []Item 3E. over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum The details of the firestop system shall be as follows., 1-1/2 (38 mm) 2-1/2(64) (b) - Requires use of pipe covering detailed in Item 3D.ymmetirical:ili 0 11 panels are supplied with a square edge. A. Fill,Void or Cavity Materials* - Wrap Strip - Nam 1/4 in. (6 mm) thick intumescent elastomeric M PPD 2 or PPD 200 (c) - For nom 6 in. (152 mm) diam pipe, I and 2 in. (25 and 51 mm), wide wrap strips are "Stacked" to attain nom 3 in. (76 mm) wrap strip width. Each layer of wrap strip to be installed with butted 8. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel Siding, brick veneer or material faced on one side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nam 2 in. (51 mm) PPD 300 _PVC, ccPVC or CPVC seam with butted seams in successive layers staggered. Wrap strip layers temporarily held in position stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer wide strips tightly wrapped around nonmetallic pipe or conduit (foil side exposed) with the edges butted _PVC, PB 1-1/2 (38 mm) using aluminum foil tape, steel wire tie, or equivalent, In wall assemblies, the wrap strip is to be installed attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than against the surface of the wall. Sufficient layers of wrap strip shall be installed to lap a min of 3/16 in. (5 R, 4-1/2 (114 mm) in the same manner used for floor assemblies, but it shall be installed symmetrically on both sides of the each sixth course of brick. mm) on the wall surface around the entire perimeter of the circular thmugh opening. For norn 1Q in. (13 4-1/2 (114 mm) PPD 3 or PPD 300 wall assembly. 3 (76 mm) mm) to nom 2 in. (51 mm) diam pipes or conduits, a min of one layer of wrap strip is required. For nom PPD 300 PVC, ccPVC or CPVC, 4 (102 mm) 9. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the 2-1/2 in. (64 mm) and nom 3 in. (76 mm) diam pipes, a min of two layers of wrap strip is required. For . . . . . . . . . . . . . . . . . . . 3M COMPANY - FS -195+ partition perimeter for sound control. nom 3-1/2 in. (89 mm) and norn 4 in. (102 mm) diam pipes, a min of three layers of wrap strip is required. 6 (152 mm) 4-1/2 (114 mm) PPD6_ 25 or less and a Smoke Developed Index of 50 or less may be used. For nom 5 and 6 in. diam, two tiers (4 in. (102 mm) overall length) of three layers of wrap strip is UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 B. I F111,Vo1d or Cavity Materialls* - Caulk, Sealant or Putty (Not Shown) - Generous bead UNITED STATES GYPSUM CO — Type AS required, with adjoining wrap strip layer edges between bars tightly butted, Each layer of wrap strip to be or less may be used. UL Notes of caulk or puffy to be applied to outer perimeter of wrap strip at its interface with floor orwall surtaos(s). *Bearing the UL Classification Mark installed with butted seam, with butted seams in successive layers staggered. Wrap strip layers temporarily held in position using aluminum foil tape, steel wire be or equivalent. E. Firestop Device* (Not shown) - As an alternate to Items A, B and C for nom 1-1/2 in., 2 in. 3 in. or .3M COMPANY - CP 25WB+, IC 15WB caulk, FB -3000 WT sealant MP+ Stlx putty. one layer wrapped around pipe with edge of tape flush with bottom of surface of floor and extending 3M COMPANY - FS -1 96+ , Ain PAR rnm Al rnm 79enen ~ 4 n1l rn A i n — IN ; F. *- A ; ; V. _f (Note: L Ratings apply only when CP 25WB+ caulk or FB -3000 WT sealant is used.) C. Steel Collar - Nam I in., 2 in. or 3 in. (25 mm, 51 rnm or 76 mm) deep collar, dependent upon B. Steel Collar - Nam 2 in. or 4 in. (51 mm or 102 mm) deep collar with 1-1/4 in. (32 mm) wide by 2 in. wrap strip width, with 1-1/4 in. (32 mm) wide by 2 in. (51 mm) long anchor tabs and min 1r2 in. (13 mm) (51 mm) long anchor tabs and min 3/4 in. (19 mm) long tabs to retain wrap strip layers. Coils of recut long tabs to retain wrap strip layers. Coils of precut 0.016 in. (0.41 mm) thick (28 gauge) gaiv sheet steel 0.016 in. (0.41 mm) thick (No. 28 gauge) gaiv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field -fabricated from min 0.016 in. (0.41 mm) thick (No. 28 gauge) gaiv sheet available from wrap strip manufacturer. As an alternate, collar may be field -fabricated from min 0.016 in. (0.41 mm) thick (28 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor AN OR0NPAL manufacturer, Steel collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap strip tabs bent outward 90 deg, wrapped tightly around wrap strip layers with min 1 in. (25 mm) ovedap at tha A RABED EMBOSSED ARCHITEG"I'SEAL layers with min I in. (25 mm) ovedap at seam. Anchor tabs to be pressed tightly against floor or wall seam. With steel collar anchor tabs pressed tightly against wall surface, compress collar around wrap surface(s), and collar to be compressed around wrap strip layers using a min 1/2 in. (13 mm) wide by strip layers using a min 1/2 !In, (13 mm) wide by 0,028 in (0.71 mm) thick stainless steel band damp with worm drive tightening mechanism at the collar midheight. As an alternate to the stainless steel band 0.028 in. (0.71 mm) thick stainless steel band clamp at the collar midheight. Two band damps are required for 3 in. (76 mm) high collar on nom 6 in. (1 52mm) diam pipe, As an alternate to the band clamp, the steel collar may be compressed around nom 4 in. (102 mm) diam (or smaller nonmetallic clamps, I in. and 2 in. (25 mm and 51 mm) deep collars may be secured by a means No. 10 by 1/2 in. pipes using two min 16 SWG (0.0625 in. (0.016 mm) diam) steel wires secured with multiple tvvists. As *LE (13 mm) long sheet metal screws installed in the vertical axis at the center of the 1 in. (25 mm) overlap an alternate to the band clamps or steel wires, collars may be secured by a means No. 10 by 1/2 in. (13 N E I D 4 along the perimeter joint of the collar. A min of two and three screws are required for 1 in. and 2 in. (25 mm) long sheet metal screws installed in the vertical axis at the center of the 1 in. (25 mm) ovedap along FLORIDA ARCHITEC1" mm and 51 mm) deep collars, respectively. Collar to be secured to floor or wall surface(s) with 1/4 in. (6 the perimeter joint of the collar. A min of three screws is required. Secure collar to wall surface with 3/16 No. AR 0013619 mm) diam by min 1-1 /2 in. (38 mm) long steel expansion bolts, or equivalent in conjunction with steel in. (5 mm) diam steel toggle bolts in conjunction with min 1-1/2 in. (38 mm) diam steel washers. Three SEAL: nuts and min 1-1/4 in. (32 mm) diam steel fender washers. Anchor bolts to be used with every other bolts, symmetrically located, required for 2 in (51 mm) deep steel collar for nom 1/2 in. (13 mm) to nom 3 anchor tab or as described in the following which ever is greater. Two anchor bolts, symmetrically in. (76 mm) diarn pipes. Four bolts, symmetrically located, required for 2 in. (51 mm) deep steel collar far located, required for nom 1/2 in. (13 mm) to nom 2 in. (51 mm) diam pipes. Three anchor bolts, nom 3-1/2 and 4 in. (89 and 102 mm) diam pipes. Five to seven bolts (every other anchor tab) required REVIEWED & APPROVED BY: symmetrically located, required for norn 2-1/2 in. to 3 in. (64 mm to 76 mm) diam pipes. Four anchor for 4 in. (102 mm) deep steel collar for norn 5 and 6 in. (127 and 152 mm) diam pipes. As a final step, bolts, symmetrically located, required for nom 3-1/2 in. and 4 in. (89 mm to 102 mm) diam pipes. For 6 band retainer tabs 90 deg toward pipe to lock wrap strip layers in position. PROJECT MANAGER INITIALS: in. (152 mm) diam pipes, anchor bolts to be used with each anchor tab. Retainer tabs to be bent 90 deg C. Fill,Void or Cavity Materials* - Caulk, Sealant or Putty - Generous bead of caulk or Sealant applied DATE: ward nine to lock w n strin lavers in position to outer perimeter of wrap strip at interface with wall surface and to perimeter of pipe or conduit at its Pipe Type Nam Pipe Diam Min Wall or Floor Thkns Firestop Device in. (mm) in. (mm) D. Pipe Coverling* (Not Shown)- Nam 1 in, (25 mm) thick hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) PVC, ccPVC; or CPVC, ASS, ccABS or FRPP(a) 1-1/2 (38 mm) 2-1/2(64) PPD 1.5 or PPD 150 PVC, ccPVC or CPVC, ASS, ccABS or FRPP(a) 1-1/2 (38 mm) 2-1/2(64) PPD 2 or PPD 200 ccPVC or CPVC 3 (76 mm) 2-1/2(64) PPD 300 _PVC, ccPVC or CPVC 4 (102 mm) 2-1/2(64) PPD 400 _PVC, PB 1-1/2 (38 mm) 4-1/2 (114 mm) PPD 150 PB 2 (51 mm) 4-1/2 (114 mm) PPD 200 PVC, ccPVC or CPVC, ASS, ccABS or FRPP(a) 3 (76 mm) 4-1/2 (114 mm) PPD 3 or PPD 300 PB 3 (76 mm) 4-1/2 (114 mm) PPD 300 PVC, ccPVC or CPVC, 4 (102 mm) 4-1/2 (114 mm) PPD 4 or PPD 400 ASS, ccABS or FRPP(a) PPD 400 PVC 6 (152 mm) 4-1/2 (114 mm) PPD6_ downward. In walls, min one layer wrapped around pipe flush with both sides of wall and extending 1 0 111/ mm W" W � F JJW0, = F WV Low LAJ"a a "V a (a) - Requires use of aluminum tape detailed in Item 3E. outward. sheet -steel split collar lined with intumescent material and provided with steel dips for attachment may be used. Firestop device to be installed on both sides of wall in accordance with the accompanying 1 etails (b) - Requires use of pipe covering detailed in Item 3D. F. Firestop Device* (Not Shown) - As an alternate to Items A and C when nom 1-1/2,2,3,4 or6 in, installation instructions, 3M COMPANY (38, 51, 76,102 or 152 mm) diam nonmetallic pipes are used, a firestop device consisting of a 3M COMPANY - PPD 150, PPD 200, PPD 300, PPD 400 sheet -steel split collar lined with intumescent material and provided with steel clips for attachment may ++Bearing the UL Listing Mark be used. Firestop device to be installed on underside of floor or on both sides of wall in accordance with *Bearing the UL Classification Mark the accompanying installation instructions. The firestop device type to be used is dependent upon the DRAWING NUMBER: C us wall of floor thickness, the pipe type and nom pipe diam, as tabulated below: C us C us C us I - I A-323 SYSTEM No.C-AJ-2001 -CONTINUED 14 1 SYSTEM No.C-AJ-2001 - CONTINUED ON A-322/4 13 1 DESIGN No. X-771 12 SYSTEM No.W-L-2002 1 egress from the wrap strip layers. D. Pipe Coverling* (Not Shown)- Nam 1 in, (25 mm) thick hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) 3M COMPANY - CP 25WB+, IC 15WB, FireDam-1 50+ caulk, FB -3000 WT sealant or MP+ Sbx putty THIS maw 1)[10111111IS awmw MW 110imm MUMY 10 FMX MW 7011111_�� UA WL 0111111USURE, moonowm a MPUMM length of pipe covering installed around pipe at its egress from the steel collar (Item C) on the underside (Note: L Ratings apply only when CP-25WB+ caulk or FB -3000 WT sealant is used.) or W of VIE W111111101111IN 01101"1110 111011311 W WW IN um" MUME 1111' Ulf. of floor or on both sides of wall. Pipe covering secured to pipe with steel wire fies spaced max 4 in. (102 D. Pipe Covering* (Not Shown) - Nam I in. (25 mm) thick hollow cylindrical heavy density glass fiber PROJECT NUMBER: mm) OC. Edge of pipe covering abutting steel collar to be sealed with a min 1/4in. (6 mm) diam bead of units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) c or PPD 3: Ll Ll Li 11 11 []'G 7 0 6H 0"aulk, sealant or putty (Item B), length of pipe covering installed around PVC pipe at its egress from steel collar on both sides of wall. Pipe covering secured to pipe with steel wire fies spaced max 4 in. (102 mm) OC. Edge of pipe covering See Pipe and Equipment Covering - Materials (BRGU) categorymmetrical:ILI Ll Lly in Building abutting steel collar to be sealed with a min 1/4 in. (6 mm) diam bead of caulk (Item C). 002528 Materials Directory for names of manufacturers. Any pipe covering material meating the above See Pipe and Equipment Covering - Materials (BRGU) category in Building Materials Directory for specificaymmetricaoLl F1 Litions and bearing the UL Classification Marking with a Flame Spread Index of names of manufacturers. Any pipe covering material meeting the above specifications and bearing the DRAWING NAME: 25 or less and a Smoke Developed Index of 50 or less may be used. UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 E. Foil Tape (Not Shown) - When required (see tables), nom 4 in. (102 mm) wide, 3 mil thick aluminum or less may be used. UL Notes tape installed around pipe prior to installation of wrap strip (Item 3A) or Firestop Device (Item 3F). Min E. Firestop Device* (Not shown) - As an alternate to Items A, B and C for nom 1-1/2 in., 2 in. 3 in. or one layer wrapped around pipe with edge of tape flush with bottom of surface of floor and extending , Ain PAR rnm Al rnm 79enen ~ 4 n1l rn A i n — IN ; F. *- A ; ; V. _f downward. In walls, min one layer wrapped around pipe flush with both sides of wall and extending 1 0 111/ mm W" W � F JJW0, = F WV Low LAJ"a a "V a (a) - Requires use of aluminum tape detailed in Item 3E. outward. sheet -steel split collar lined with intumescent material and provided with steel dips for attachment may be used. Firestop device to be installed on both sides of wall in accordance with the accompanying 1 etails (b) - Requires use of pipe covering detailed in Item 3D. F. Firestop Device* (Not Shown) - As an alternate to Items A and C when nom 1-1/2,2,3,4 or6 in, installation instructions, 3M COMPANY (38, 51, 76,102 or 152 mm) diam nonmetallic pipes are used, a firestop device consisting of a 3M COMPANY - PPD 150, PPD 200, PPD 300, PPD 400 sheet -steel split collar lined with intumescent material and provided with steel clips for attachment may ++Bearing the UL Listing Mark be used. Firestop device to be installed on underside of floor or on both sides of wall in accordance with *Bearing the UL Classification Mark the accompanying installation instructions. The firestop device type to be used is dependent upon the DRAWING NUMBER: C us wall of floor thickness, the pipe type and nom pipe diam, as tabulated below: C us C us C us I - I A-323 SYSTEM No.C-AJ-2001 -CONTINUED 14 1 SYSTEM No.C-AJ-2001 - CONTINUED ON A-322/4 13 1 DESIGN No. X-771 12 SYSTEM No.W-L-2002 1 NOT USED 5 ACCESSORIES &PLUMBING FIXTURES SCHEDULE 1 �_�UL I Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com V-71/2" 159-3/4" 1-1/2"(ACTUAL) O.D. PIT WIDTH 1'-011 PIPE GUARDRAIL n 144" MIN. O.A. PLAT. WITH " io _ 1 1/2 (ACTUAL) O.D. INSIDE/OUTSIDE PIPE HANDRAIL CLEAR E 2nd FLOOR LATCHES WITH PAVLIK DESIGN TEAM ca MEZZANINE M � i ARCHITECTURE, LLC iv #AA0003391 :.........:... .... . . . ................_.. , ti e H N CL _ J W v H �. H r a— a a W W � . N F r I Highway 6451 .edeaI e 1 00 Suite 0 PADLOCK HASPS �o ti 0 0 Fort Lauderdale FL 33308 I Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com 144" MIN INSIDE/OUTSIDE CLEAR E LATCHES WITH WIDTH PADLOCK HASPS a O DDER RO FLA AUTOMATIC 11 P a .. TO COMPLY 1 WITH OSHA SEE STRUCTURAL REQUIREMENTS 4 DWGS FOR ROOF Li FOR DIMENSIONS OPENING ,& REINF. AND 7 .. CONFIGURATION U ;MANUFACTURED " N r OF HATCH6 PROVIDE SHOP oo cn �O 165_3/4n CONCRETE PAN METALST ¢ DRAWINGS FOR - o ¢ ENCL. WIDTH . . Q nl i ARCHITECT'S REVIEW I Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com v -v tlDVE VIAS mm CONIINIS CORVNWSm WOK am= mAglApY y 10 owu AASgII 2.5 � n 3 -6 >�-�nn�A� u�, uwm�a OR aurlr�mai �. aaaaAUAs, oee�AlMmw. OF MIY OF 11E IlOAY111011 CpIfAAASI IA7EA1 MAT AASAAT N IM�11Y MVNII�L !V' IIJ^ uw. EXTERIOR COLUMNS CORNER EXTERIOR COLUMNS . PROJECT NUMBER.. „ • ' 20 a. 3 5/8 MTL.STUDS g • STO - DENSGLASS BACKING • ,, 20ga. 3 5/8 MTL.STUDS EXTERIOR COLUMNS CORNER (CORNER) . 20 a. 3 5/8 MTL.STUDS • FLUID APPLIED MOIST.BARRIER GALVANIZE SELF FUR WIRE LATH ATTACHED WITH SCREWS STO DENSGLASS BACKING • GALVANIZE SELF FUR WIRE LATH ATTACHED WITH SCREWS • CAST - IN-PLACE CAST IN PLACE CONCRETE COLUMN TO 48 A.F.F FLUID APPLIED MOIST.BARRIER 002528 • CAST- IN PLACE CONCRETE COLUMN TO 48 A.F.F (REFER TO STRUC.FOR REINFORCEMENT) • PVC ENCLOSURE ABOVE 48" TO BE • GALVANIZED SELF -FUR WIRE LATH ATTACHED WITH SCREWS (REFER TO STRUC.FOR REINFORCEMENT) • PVC ENCLOSURE WITH METAL FRAMING INSTALLED AND ALIGNED WITH CONCRETE ..COLUMN BELOW • CAST -IN-PLACE CONCRETE COLUMN T 4 " F O 8 A. .F (REFER TO STRUC.FOR REINFORCEMENT) DRAWING NAME: ABOVE CONC.COLUMN (REFER TO 4/A-501) • SMOOTH STUCCO • SMOOTH STUCCO • SMOOTH STUCCO Plan Details DRAWING NUMBER: A-501 SECTION DETAIL 1 1/2 11-0116 SECTION DETAIL _ 3 1-0 4 SECTION DETAIL 1 1/2 -1-0 2 SECTION DETAIL 1 1/211=11-0111.1 I . I .4 d W ti r I" ;I r tlDVE VIAS mm CONIINIS CORVNWSm WOK am= mAglApY y 10 owu AASgII 2.5 � n 3 -6 >�-�nn�A� u�, uwm�a OR aurlr�mai �. aaaaAUAs, oee�AlMmw. OF MIY OF 11E IlOAY111011 CpIfAAASI IA7EA1 MAT AASAAT N IM�11Y MVNII�L !V' uw. EXTERIOR COLUMNS CORNER EXTERIOR COLUMNS . PROJECT NUMBER.. „ • ' 20 a. 3 5/8 MTL.STUDS g • STO - DENSGLASS BACKING • ,, 20ga. 3 5/8 MTL.STUDS EXTERIOR COLUMNS CORNER (CORNER) . 20 a. 3 5/8 MTL.STUDS • FLUID APPLIED MOIST.BARRIER GALVANIZE SELF FUR WIRE LATH ATTACHED WITH SCREWS STO DENSGLASS BACKING • GALVANIZE SELF FUR WIRE LATH ATTACHED WITH SCREWS • CAST - IN-PLACE CAST IN PLACE CONCRETE COLUMN TO 48 A.F.F FLUID APPLIED MOIST.BARRIER 002528 • CAST- IN PLACE CONCRETE COLUMN TO 48 A.F.F (REFER TO STRUC.FOR REINFORCEMENT) • PVC ENCLOSURE ABOVE 48" TO BE • GALVANIZED SELF -FUR WIRE LATH ATTACHED WITH SCREWS (REFER TO STRUC.FOR REINFORCEMENT) • PVC ENCLOSURE WITH METAL FRAMING INSTALLED AND ALIGNED WITH CONCRETE ..COLUMN BELOW • CAST -IN-PLACE CONCRETE COLUMN T 4 " F O 8 A. .F (REFER TO STRUC.FOR REINFORCEMENT) DRAWING NAME: ABOVE CONC.COLUMN (REFER TO 4/A-501) • SMOOTH STUCCO • SMOOTH STUCCO • SMOOTH STUCCO Plan Details DRAWING NUMBER: A-501 SECTION DETAIL 1 1/2 11-0116 SECTION DETAIL _ 3 1-0 4 SECTION DETAIL 1 1/2 -1-0 2 SECTION DETAIL 1 1/211=11-0111.1 2 LAYERS OF 5/8" GWB TYPE "X" a ° o EACH SIDE TO UNDERSIDE OF DECK ~ -- i CMU WALL a TILT -UP WALLME � I . ..�. �.:�: 1 1 6 6A 66 v ° .. v . • DOUBLE STUD Q JAMB ONLY :. 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Federal Highway aY Suite 1 000 SCHEDULE Fort Lauderdale FL 33308 DIMPLE FRAME W � o x U W W co DIMPLE FRAME REFER TO SCHD. � FOR O MAT'L 2" 31/2" 2" COUNTERSINK DOOR STOP „ N „ „ COUNTERSINK 4 1/2 2 2 TeL 954:523 3300 Fax. 954 524 8370 • www.pavlikdesign.com p 9 n.com "BONDO" SMOOTH 71/4 AS READ .- & "BONDO"`SMOOTH / & FLUSH(TYP.)',—DOORSTOPS_ FRAME ANCHORS JAMB ONLY 2„ 2„ 81/2„ &FLUSH(TYP. ) _ ku _ _ U W AS REQ'D /- to SCHEDULED SCHEDULED W � DOOR DOOR FRAME E SCHEDULED DOOR & FRAME 102A I SERVICE ADV ISO IS A 1I7f O'S” I �' ww W � o x U W W co / REFER TO SCHD. � FOR O MAT'L D GOR S SIZE / w J 0 w _ U w W cn TeL 954:523 3300 Fax. 954 524 8370 • www.pavlikdesign.com p 9 n.com \ w J o W / BB REMARKS LEVEL "I _ ku _ _ U W \ /- W �' ww W � o x U W W co / REFER TO SCHD. � FOR O MAT'L D GOR S SIZE V3 w w J 0 w _ U w W cn TeL 954:523 3300 Fax. 954 524 8370 • www.pavlikdesign.com p 9 n.com FRAME FINISH HEAD JAMS THR . RATING Ha . SET K IiC KPLATES REMARKS LEVEL "I _ ku _ D OOR NUMBER ROOM NAMES TYPE WIDTH 1HEIGHTITHICK D GOR S SIZE I .T'L FINISH MATERIAL FRAME FINISH HEAD JAMS THR . RATING Ha . SET K IiC KPLATES REMARKS LEVEL "I 102A I SERVICE ADV ISO IS A 1I7f O'S” I AL URI I CLEAR ALUM I CLEAR 5 UANF 1 i 1 1 i 1 1 STANLEY DURA-GTOR#A MOO 1028 1 SERVICE ADV ISO IS ` A 1347 a'-8' ALUM I CLEAR ALUM I CLEAR 5 MUSNF 1 i 1 1 1 1 1 STANLEY DURA -GTO RIA MOO 104 1 LIFE S1Y LE BOUTIQUE A 13'•+6' S'-0' AL UTA SGL EA R ALUM I CLEAR 5 MIA N F 1 4 1 1 1 - STANLEY Di URA -GM RIA 3000 1015 CASH IERM ETA IL 6 743' $'-0' 1 Vii' HM P AINT H.M. PAINT T 1S 13 S 90IA 2 IO2 WOMENS RESTROOM 9 3'-0' 3'-0' 1 31,r WD STAIN H.U. PAINT 11 11 :3 Ior _ JANIIG R 9 700 8'-0' 1 WV AILD STAIN H. PA. PAINT 11 11 3 M 103 HENS RESTROOM 9 3'-0' a'-0' 1 Wir WD STAIN H.M. PA INT 11 11 Q � 109 SERVICE FLE5 8 7-0' 8'-0' 1 WV WD STAIN H.M. PAINT 1 1 11 � 8 110 COPY ROOIA 1 :'-0' $'-0' 1 :YV WG STAIN H. IA. PAINT 11 11 1 3 1 5 III SE Rv ICE A DV ISO RS 1 9 743' 1 W -r UMI D P AINT H. M. PAINT 11 11 7 5 112 SE RV ICE IAA NAG ER' 8 3'-0' 3'43' 1 WD P AINT H. PA. PA INT 11 11 1 7 5 11SA< SERVICE SHOP 8 3'-0' S'-0' 1 13147 H.U. PAINT H.M. PAINT 13 15 1 13 1 SOM 7 113E S ERVIC E SHOP B 7-0' 7'-0' 1 WC , H.M. P AINT H. M. PA INT 15 1S 1 10 11 3C GERVICE SHOP 1 6 1 3'-0' 7'-0' 1314 H.U. PAINT H.M. PAINT 13 13 10 $ 113 D SERVE E SHOP C 1647 1174r STL IRAN F STL IRAN F IAA NF MA N F IRAN F 9 OVE RH EA D CO ILING DO O R 113 E SERVICE SHOP C 194r 10'-0' - MAN MAN IAA NF M ANF IRANF 1Q Hr, H-6PEED OVERHEAD CIO LINS DOO R 114 TECH UEN REST RIA. 9 3'-0' 7'-0' 1 Wi! H.M. PAINT H.U. PAINT 11 11 3 3 1151 TECH WOVEN REST B 3'-0' 7'-0' 1384' H.M. PRINT H.M. PAINT 11 11 3 11 112 TECH LUNCH 8 3'-0' 7'43' 1 W4 H.M. PAINT H. IA. PA INT 5 5 13 901A 12 II? - PARTS MANAGER 1 3'0' 7'-0' 1 3Vi' H.M. P AINT H. U. PA INT 5 5 ' 15 go” 13 11SA TECH CO UNTER D 5'-0' 7'-0' 1 3/v H.M. PAN Ir H. M. PAINT 5 5 14 45IA 14 1 fill E T6C HCO LINTER C 1Q -Dr 44' 1 GTL I P AINT STL PAINT - - 45” 9 1 1 F IR E RATE D SH UTTE R IIDA PA R'IS WAR EHO USE 1 3'43' 7'-0' 1311' 1 H.M. P AINT H. M. PA INT 5 15 $ 11013 PARIS WAR EHO USE C 16.00 117 -IT STL IRAN F STL IRAN F IAA NF MIA N F I MAN F 1 S OVE R CO ILING DO O R 12 OA GTA IR 11 3'0' 7'-0' 13/4' H.M. PAINT H.M. PAINT 5 5 15 SUM 15 1200 GTA IR 8 3'-0' 7'0' 1 W4' H.M. PAINT H. LI. PAINT 5 5 10 15 121 E LECTR ICP L D 5'43 7'43' 1 WC H.0 P AINT H. U. PA INT 5 6 10 17 122 'TOOL ROOM F 3'-0' 7'-0' 1314! H.M. P AINT H. M. PA INT 6 6 - 14 1$ 12 3A FLU1DSrOPAP RESSOR E 3'-0' 7'43' 1 Wi•' H.M. PAINT H. IA. PAINT 5 6 10 19 12 3 B F LU DSCO IAP R ESSO R F 6'-0' 7'-0' 1310 H.M. P AINT H. M. PA INT 6 66 1 10 20 1230 FLUDS.COUP RESSOR F 5'-0' 7'-0' 1310 H.M. PAINT H. IA. PAINT 5 6 1 10 20 123a I FLUDSnOUP REGSOR F G' -D' 7'-0' 1310 H.M. PAINT H.M. PAINT 5 6 1 10 20 _ NJ C LL V a) Q� U O v C C oCp C/) O ou) LO LL M AN ARAISEr e�r3�• �'.,YW�� ARCI ITECI SEAL 4P ' (3 e•q M90 . EIL ED��"m1� 1171��I FLORIDA ARCHITECT IV®. AIS 0013519' SEAL - PROJECT REVIEWED &APPROVED BY: PROJECT MANAGER INITIALS: DATE: NaaE: ass oocurHr collars aovn�olnt� waow� eaolloNc oxuls.ar m w�Lx ae.a. Ur. u.una�naa� onan..� a.�.wnat ae ouruamai W W 111E tF0A1WI0N CaNa1iD I�AFN IU1f MILT M IY O IWPUCA�E BY PROJECT NUMBER: 402528 DRAWING NAME: Door & Hardware Schedule DRAWING NUMBER: SILL-CLINKEWPORCELAIN 311-11_01, 113 _ SILL CARPET/PORCELAIN 311=11-011 7 __ A-604 TYPICAL TRESHOLD DETAIL 6 1 0 1 DOOR SCHEDULE 1 2 3 3.2 3.9 206'-1" 63'-4" 911-811 14'-9" 361-411 PA VLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 1I 3 6451 N. 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V 116 CWALL BEYOND-) WC -2 1.401 PL -1 2 PL -2 3 2 PL -1 50<1 314" PLY. DOOR FRONT & DRAWER PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 PL -4 BASE www.paviikdesign.com O. O r ° 3/4" PLY. ADJ. o SHELF O � n _ 1i— 11 CUSTOMER LOUNGE ELEVATION a ■ . 0 0 PLASMA TV ° ° ° Bumilding �� • Group N BUR BuildingGroup G 95ort P . 1' 4 North Keller Road Suite 01MaItia nd FL 32751 Tel: 407 659 8539 Fax: 407 8318299 20'-10" • ut�w OEM P"o c SKConeorti m Inc. ■ • mai 1053 N. ORI.MDo AVE. SurtE s MAr11J1ND FIARION 4 .. �4m-s*-4= . FAsstwLE 407—MM-100• Of 701210 CUSTOMER TOME R LU NG E TYPGL DETAIL ! A 1-401 71dm Lobnftz CUSTOMER & Omge Mime do Florida 32801 LOUNGE Orlando, .103 13 PH. 407.237.6122 G EERING FO IN 2 -10 COlri MRM1M.�tC—ellryryl�le�'S. FOR ARCHITECTYR6. 7 4 10" U it ® 5 TLC N0: 2 -0 CUSTOMER LOUNGE PLAN 3/411.,, 1r 0 DRAWING ISSUE DATE Ry 1-7 PROGRESS SET 02.15.08 pa DESIGN DEVELOPMENTISSUE 03.28.08 PERMIT SET ISSUE 05.12.0$ ISSUED 07.16.08 1 2 ISSUED 07.25.08 PL -1 7 6 DTE 3 +�� 1-401 1.401 REVISION A /a PLY.PANEL 1. VALUE ENGINEERING 0527,08 4 BEYOND' DIVIDER 06.25.08 2. BMW COMMENTS •- 3. BUILDING DEPARTMENT COMMENTS 07.17.08 r m PL -T ;0 7 1-0 3/4" PLY./ C (KNEE DOOR FRONT / � CKNEE � � CKNEE � � KNEE - ... - KNEE SPACE SPACE SPACE- SPACES m ,, &DRAWER SPACE? - — 7 7 — — — N > `.4 3/4" PLY. ADJ. C u- 20 ga. 21/2" MTL. SHELF Y STUD FRAMING (� AT 12" O.C. Q M ■� ° 0 o V♦ 0 o ST. ST.NUTS, p 11 1 it °13/4- - 3 � 111 SAND - S COUNTER BACK ELEVATION 1 0 N� WASHER N SERVICE ADVISER G °o THREADED ROD ° a AS NECESSARY + h 71 112 PLEXI-GLASSLL PL- 2 3.5" PL 2 PL -1 PL Z o M ?• — 1 1 /2 1 0 ADVISORS COUNTER SECTION 7 ° 0 ° ° o 0 0 0 0 SERVICE PLX 2 " THICK FROSTED 4 0 N 2'-10" ° 0 0 ° ° ° ° ° ° s 10 2'-0" NOT VALID UNLESS IT BEARS A AN Ctl�Ir:�INAL SI�I'�iA�'t�RE ANIS PL -4 A RAI ECt E I3 SSED i '� ARCHITECT SC"AL:, PL -1 R FRONT ELEVATION 3/4 1 0 2Jul... t l � �� " SERVICE ADVISORS COUNTS 3/4 PLY.PANEL DIVIDER BEYOND .. VEALDULWN IX i° FLORIDA ARCHITECT No. ASI 0013519 PL -1 3 SEAL: 1-401 REVIEWED do APPROVED BY: co .7«C4EAR PROJECT MANAGER INITIALS: 2' -- ' DATE: NEE SPACE (KNEE SPACE KNEE b "� ' ')I . � C � SPACE-) � ms ooawalr oa�mwa oovnaa+rm waelr� r■a�c rxaur�sx m wruc orla� CKNEE I Q KNEE a�rr wr°aa°■iwMxviwaiaei°" U■, " I SPACE -)I (KNEE I SPACE I SPACE- I I `r 20 ga. 21/2" MTL. PROJECT NUMBER: STUD FRAMING AT 12" O.C. ms's '4 002528 M o ST. 57.NUTS,c 20 DRAWING NAME: N WASHERS AND N THREADED ROD AS NECESSARY 71 + Millwork EQ. 1/2" PLEXI -GLASS I 1/2"21'-81/2" ectionsS 3.5" 2T-41/2" & Details 1-401 DRAWING NUMBER: 1 lm401 SERVICE ADVISORS COUNTER SECTION 1 1/21"- 1'-0" 6 SERVICE ADVISORS COUNTER -PLAN 3/4 - 1-0 1 i �_ �-. �_ ......... PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 PL -4 BASE www.paviikdesign.com O. O r ° 3/4" PLY. ADJ. o SHELF O � n _ 1i— 11 CUSTOMER LOUNGE ELEVATION a ■ . 0 0 PLASMA TV ° ° ° Bumilding �� • Group N BUR BuildingGroup G 95ort P . 1' 4 North Keller Road Suite 01MaItia nd FL 32751 Tel: 407 659 8539 Fax: 407 8318299 20'-10" • ut�w OEM P"o c SKConeorti m Inc. ■ • mai 1053 N. ORI.MDo AVE. SurtE s MAr11J1ND FIARION 4 .. �4m-s*-4= . FAsstwLE 407—MM-100• Of 701210 CUSTOMER TOME R LU NG E TYPGL DETAIL ! A 1-401 71dm Lobnftz CUSTOMER & Omge Mime do Florida 32801 LOUNGE Orlando, .103 13 PH. 407.237.6122 G EERING FO IN 2 -10 COlri MRM1M.�tC—ellryryl�le�'S. FOR ARCHITECTYR6. 7 4 10" U it ® 5 TLC N0: 2 -0 CUSTOMER LOUNGE PLAN 3/411.,, 1r 0 DRAWING ISSUE DATE Ry 1-7 PROGRESS SET 02.15.08 pa DESIGN DEVELOPMENTISSUE 03.28.08 PERMIT SET ISSUE 05.12.0$ ISSUED 07.16.08 1 2 ISSUED 07.25.08 PL -1 7 6 DTE 3 +�� 1-401 1.401 REVISION A /a PLY.PANEL 1. VALUE ENGINEERING 0527,08 4 BEYOND' DIVIDER 06.25.08 2. BMW COMMENTS •- 3. BUILDING DEPARTMENT COMMENTS 07.17.08 r m PL -T ;0 7 1-0 3/4" PLY./ C (KNEE DOOR FRONT / � CKNEE � � CKNEE � � KNEE - ... - KNEE SPACE SPACE SPACE- SPACES m ,, &DRAWER SPACE? - — 7 7 — — — N > `.4 3/4" PLY. ADJ. C u- 20 ga. 21/2" MTL. SHELF Y STUD FRAMING (� AT 12" O.C. Q M ■� ° 0 o V♦ 0 o ST. ST.NUTS, p 11 1 it °13/4- - 3 � 111 SAND - S COUNTER BACK ELEVATION 1 0 N� WASHER N SERVICE ADVISER G °o THREADED ROD ° a AS NECESSARY + h 71 112 PLEXI-GLASSLL PL- 2 3.5" PL 2 PL -1 PL Z o M ?• — 1 1 /2 1 0 ADVISORS COUNTER SECTION 7 ° 0 ° ° o 0 0 0 0 SERVICE PLX 2 " THICK FROSTED 4 0 N 2'-10" ° 0 0 ° ° ° ° ° ° s 10 2'-0" NOT VALID UNLESS IT BEARS A AN Ctl�Ir:�INAL SI�I'�iA�'t�RE ANIS PL -4 A RAI ECt E I3 SSED i '� ARCHITECT SC"AL:, PL -1 R FRONT ELEVATION 3/4 1 0 2Jul... t l � �� " SERVICE ADVISORS COUNTS 3/4 PLY.PANEL DIVIDER BEYOND .. VEALDULWN IX i° FLORIDA ARCHITECT No. ASI 0013519 PL -1 3 SEAL: 1-401 REVIEWED do APPROVED BY: co .7«C4EAR PROJECT MANAGER INITIALS: 2' -- ' DATE: NEE SPACE (KNEE SPACE KNEE b "� ' ')I . � C � SPACE-) � ms ooawalr oa�mwa oovnaa+rm waelr� r■a�c rxaur�sx m wruc orla� CKNEE I Q KNEE a�rr wr°aa°■iwMxviwaiaei°" U■, " I SPACE -)I (KNEE I SPACE I SPACE- I I `r 20 ga. 21/2" MTL. PROJECT NUMBER: STUD FRAMING AT 12" O.C. ms's '4 002528 M o ST. 57.NUTS,c 20 DRAWING NAME: N WASHERS AND N THREADED ROD AS NECESSARY 71 + Millwork EQ. 1/2" PLEXI -GLASS I 1/2"21'-81/2" ectionsS 3.5" 2T-41/2" & Details 1-401 DRAWING NUMBER: 1 lm401 SERVICE ADVISORS COUNTER SECTION 1 1/21"- 1'-0" 6 SERVICE ADVISORS COUNTER -PLAN 3/4 - 1-0 1 �_ �-. �_ ......... �_ .�.... �.. .rte ......�.. d. PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 PL -4 BASE www.paviikdesign.com O. O r ° 3/4" PLY. ADJ. o SHELF O � n _ 1i— 11 CUSTOMER LOUNGE ELEVATION a ■ . 0 0 PLASMA TV ° ° ° Bumilding �� • Group N BUR BuildingGroup G 95ort P . 1' 4 North Keller Road Suite 01MaItia nd FL 32751 Tel: 407 659 8539 Fax: 407 8318299 20'-10" • ut�w OEM P"o c SKConeorti m Inc. ■ • mai 1053 N. ORI.MDo AVE. SurtE s MAr11J1ND FIARION 4 .. �4m-s*-4= . FAsstwLE 407—MM-100• Of 701210 CUSTOMER TOME R LU NG E TYPGL DETAIL ! A 1-401 71dm Lobnftz CUSTOMER & Omge Mime do Florida 32801 LOUNGE Orlando, .103 13 PH. 407.237.6122 G EERING FO IN 2 -10 COlri MRM1M.�tC—ellryryl�le�'S. FOR ARCHITECTYR6. 7 4 10" U it ® 5 TLC N0: 2 -0 CUSTOMER LOUNGE PLAN 3/411.,, 1r 0 DRAWING ISSUE DATE Ry 1-7 PROGRESS SET 02.15.08 pa DESIGN DEVELOPMENTISSUE 03.28.08 PERMIT SET ISSUE 05.12.0$ ISSUED 07.16.08 1 2 ISSUED 07.25.08 PL -1 7 6 DTE 3 +�� 1-401 1.401 REVISION A /a PLY.PANEL 1. VALUE ENGINEERING 0527,08 4 BEYOND' DIVIDER 06.25.08 2. BMW COMMENTS •- 3. BUILDING DEPARTMENT COMMENTS 07.17.08 r m PL -T ;0 7 1-0 3/4" PLY./ C (KNEE DOOR FRONT / � CKNEE � � CKNEE � � KNEE - ... - KNEE SPACE SPACE SPACE- SPACES m ,, &DRAWER SPACE? - — 7 7 — — — N > `.4 3/4" PLY. ADJ. C u- 20 ga. 21/2" MTL. SHELF Y STUD FRAMING (� AT 12" O.C. Q M ■� ° 0 o V♦ 0 o ST. ST.NUTS, p 11 1 it °13/4- - 3 � 111 SAND - S COUNTER BACK ELEVATION 1 0 N� WASHER N SERVICE ADVISER G °o THREADED ROD ° a AS NECESSARY + h 71 112 PLEXI-GLASSLL PL- 2 3.5" PL 2 PL -1 PL Z o M ?• — 1 1 /2 1 0 ADVISORS COUNTER SECTION 7 ° 0 ° ° o 0 0 0 0 SERVICE PLX 2 " THICK FROSTED 4 0 N 2'-10" ° 0 0 ° ° ° ° ° ° s 10 2'-0" NOT VALID UNLESS IT BEARS A AN Ctl�Ir:�INAL SI�I'�iA�'t�RE ANIS PL -4 A RAI ECt E I3 SSED i '� ARCHITECT SC"AL:, PL -1 R FRONT ELEVATION 3/4 1 0 2Jul... t l � �� " SERVICE ADVISORS COUNTS 3/4 PLY.PANEL DIVIDER BEYOND .. VEALDULWN IX i° FLORIDA ARCHITECT No. ASI 0013519 PL -1 3 SEAL: 1-401 REVIEWED do APPROVED BY: co .7«C4EAR PROJECT MANAGER INITIALS: 2' -- ' DATE: NEE SPACE (KNEE SPACE KNEE b "� ' ')I . � C � SPACE-) � ms ooawalr oa�mwa oovnaa+rm waelr� r■a�c rxaur�sx m wruc orla� CKNEE I Q KNEE a�rr wr°aa°■iwMxviwaiaei°" U■, " I SPACE -)I (KNEE I SPACE I SPACE- I I `r 20 ga. 21/2" MTL. PROJECT NUMBER: STUD FRAMING AT 12" O.C. ms's '4 002528 M o ST. 57.NUTS,c 20 DRAWING NAME: N WASHERS AND N THREADED ROD AS NECESSARY 71 + Millwork EQ. 1/2" PLEXI -GLASS I 1/2"21'-81/2" ectionsS 3.5" 2T-41/2" & Details 1-401 DRAWING NUMBER: 1 lm401 SERVICE ADVISORS COUNTER SECTION 1 1/21"- 1'-0" 6 SERVICE ADVISORS COUNTER -PLAN 3/4 - 1-0 1 1 -„ 21-0" 0 _ CV J �rvtc '*-KNEE r r SPACE-) 0. a DRAWING ISSUE DATE 1 --- PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ET ISSUE 05.12.08 1 „ _ao - 1-0 N 1 _ 1 10 3/4 CLEAR r ;U REVISION DATE to ` VALUE ENGINEERIN 2 08 3 Y4” PLYWOOD 1_ 1 I DRAWER FRONTS r� L-2 ` FINISH M n 1„ -4 1,-4 ( SCHEDULED DRAWER P PERFORATED 4 1-402 PULL C2 STAINLESS 16 a. 9 r #4 STAINLESS L S 1/201STRAIGHT - M COU TER PLAN nCENTERS 3/4 n 1 - 0 3 -v �CASHIER/RETAIL r 0 i a PL -6 1 r r 1 N — MM W BEHIND ST.ST.PANE L N J C WALL BEYOND-) C LL r 7 _ w Q� 4 r WC- 2 V Q� 0 �- 3/4 v C 1/4 QUIRK. c� -. r v` L-4 1 -4 „ 3 3/4 n ; 0 mm 3 „ 11 0 3/4 PL -2 L2 02 L-6 um .............. a J W D D CASHIER✓RETAI L COUNTER TION 1 1/2 _1 _O 6 KNEE (KNEE y o SPACE-) SPA I I KNEE SPACE-) Ns ..>...........................:......:........:............... ( I D I D � D D PL -4 PL -6 , NOT UNLESS I1 BEAR", 6 AN ORIGINAL SIGNATURE AND INTERNET/COFFEE STATION ELEVATION 1 -0 D RAISED EMBOSSED E AARCHITECT A�C-IT SEAL 21-0" N p 1 ,. .. �r L + IL EDWIN DIXON 3/4 PLY. FLORIDA ARCHITECT DOOR s FRO NTco NO. AFS 0013519 & DRAWER 2 1-402 SEAL: REVIEWED & APPROVED BY. o 1 20 -„2 PROJECT MANAGER INITIALS: a 0 3/4 PLY. ADJ. DATE: 0 o 'o ..: SHELF 3..10 r X-10" - 3 10 o N r N 1 O r e - M p01E� 'wm �UCM== ��Rwmdt OI�UCo�rIaIO■N Gf /Nr Of 71E MIFOIOWIpI OpRINrD 1llE■ W1Y N tNlIJIY r�ur APRlmE 9r 4 CV N PROJECT NUMBER: a 0 0 002528 N DRAWING NAME: Millwork11 r Sections & Details DRAWING NUMBER: 1402 _ INTERNET COFFEE STATION SECTION _ — 1 1/2 1 0 5 „_ , INTERNET/COFFEE STATION - PLAN 3/4 — 1 -0 „ 1 PAVLIK DESIGN TE ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1 Fort Lauderdale, FL 33308 Tel: 954 5233300 Fax: 954 524 8370 www.paviikdesign.com ■ , &N , t=zj Bumildming Group BUR Building Group 495 North Keller Road Suite 101 Ma AM 000 Mai XNc 1C. 751 D80 le 1 n DATE 2.15.08 3.28.08 5.12.08 ix oesox Uor A 4 T �o 0 0 a .....:.. _::.::. ...... ...:.:::. ................. ............. ------------------------------------ -.. ...... ........... ---- ...... /' ............. .......:. l .............................. .......:. / / M / ... ......... ..:...:.- /. ....... .................... ............ ...........i>� ............-........................................ .......... ............... ........................ ......................... ..... �• '/ :. i ..., ......... ........: ......... ......... ......:.. _...:.. .......:. ......... .-------. ........................ o a o 0 4 0 in o a o 0 0 0 PAVLIK DESIGN TE ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1 Fort Lauderdale, FL 33308 Tel: 954 5233300 Fax: 954 524 8370 www.paviikdesign.com ■ , &N , t=zj Bumildming Group BUR Building Group 495 North Keller Road Suite 101 Ma AM 000 Mai XNc 1C. 751 D80 le 1 n DATE 2.15.08 3.28.08 5.12.08 ix oesox Uor -- - - - — - - . _ I I I .JI NL -L. I I --R i RAN vr- I HIL I I /Z = -1 --u _ 4 RETAIL DISPLAY CASE - PLAN SECTION 1 1 /2= 1' n111—`r v"r ROOM FINISH SCHEDULE LEVEL 1 ROOM NAME ROOM NUMBER FLOOR BASE N -WALL E -WALL W -WALL S -WALL CEILING CEILING -HEIGHT REMARKS SERVICE DRIVE 101 PV -1 - - - - _ SERVICE ADVISORS 102 PT -1 W-1 P-1 P-1 P-1 P-1 ACT -1 xx CUSTOMER LOUNGE T E 103 PT -1 W-1 P-1 P-1 P-1 P-1 ACT -1 ..:............ •��•�•�� •• "T•""""" LIFESTYLE BOUTIQUE 104 PT -1 W-1 ' P-1 P-1 P-1 P-1 ACT-1 ::..>:..............:....,....,,�:.,,.,,:.:>}»>:�: CASHIERS/RETAILCOUNT5R 105 PT -1 W-1 P-1 P-1 P-1 R1ACT-1 •::::>'.:::.:::::.:. ,.::. �•��• �}��• WOMEN'S RESTROOM 106 PT -1 PT -1 WC -1 WC -1 WT -1 WC -1 P-1 JANITORS ROOM 107 PT -1 VB -1 P-1 P-1 P-1 P-1 P-1 MEN'S RESTROOM 108 PT -4 PT -1 WC -1" WC -1 WT -1 WC -1 P-1 <; SERVICE FILES 109 PT -1 VB -1 ' P-1 - P-1 P-1 P-1 ACT -1 COPY ROOM 110 PT 1 VB -1 P-1 P-1 P-1 P-1 ACT -1 >;:::::::::} � � � �• � • ••�� •� SERVICE ADVISORS OFFICE 111 C-1 VB -1 ' WC -2 WC -2 WC -2 WC-2��•••••••��••��> ACT_ 1 SERVICE MANAGER 112 C-1 VB -1 WC -2 ; WC -2 WC -2 WC-2ACT 1 - SERVICE SHOP- 113 CT 1 - P-1 P-1 P-1 P-1 OPEN ..........,....>}}:::..::.., ....?,,.:>::::: :.,..:.:. TECH MENS RESTROOM 114. PT -3 -3 WT 2/P / P 1 WT -2/ P-1 WT -2 P-1 TECH WOMENS RESTROOM 115 PT -3 PT -3 P-1 P-1 P-1 P-1 P_1 :}:..:}}:,}:.}:.?}';•}:':�'::>•.,,....::.�:},:...::;:;:' TECH LUNCH/TRAINING 116 VT -2 VB -2 P-1 P-1 P-1 - P-1 ACT -1 <: `:>:...:......,.�... PARTS MANAGER E 117: _ VT 2 _P VB 2 P _1 -1:::i P-1 P-1 ACT -1 [ii%4 ih: '�' '��':?.'•...:.: ;;• : vr,...; . TECH COUNTER 118 CT -1 `P-1 P-1 ACT -1 ....PARTS WAREHOUSE 119 CF -2P-1 - - P-1 _ P-1 P-1 OPEN `` ::}}::}}:•}}�.}'........�}} .:.•>.::::•:::? :•:::.,,.:.:.: :.:�:::::::.: STAIRS .120 EXPOSED- - P 1 .. - P-1 OPEN :.,..:,..::.r:,. -ELECTRICAL A 121 EXPOSED - P_1 P_1 P-1 - P1 OPEN .,.:}}.>�:,.:::•:...,,.v}:....:,}::;.:.???:::.}:>..: ;:,:;.k:,;•}}}•;>..k;.}}:;}},:.::,.:::...>.�::.:.:. ..:.:: • .}::::•:.�:.:;;;.:>�>4\k: �:;•}?ih:4:^}:•i:; :.}:.••::::�:.}>:;..?}?:.:�:;:..,,} .:::?::::::::...,. TOOL ROOM 122 EXPOSED - - _ P 1 P1 P 1 _ P 1 OPEN. LUIDS/COMPRESSORS RM 123 EXPOSED P-1 P-1 P-1 P-1 OPEN .. CAR WASH TUNNEL 126 2 EXPOSED - - P 1 _ P 1 _ P 1 - ; - P 1 OPEN ;;;.�;..:;<..;;<;}'..?>}}:::},:';;;4;?»>}} ;.>:}:::;.:;<;:::;}:::,.*;.;,;;;;};;:; ALL WALLS TO HAVE EPDXY PAINT IN THE INTERIOR ONLY LEVEL 2 ROOM NAME ROOM NUMBER FLOOR BASE N -WALL E -WALL W -WALL S -WALL CEILING. CEILING -HEIGHT REMARKS PARTS WAREHOUSE 219 CF -2 - P-1 P-1 P-1 P-1 OPEN REFER TO A-142 PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax:83 24 54 7 9 5 0 www. vlik i n. pa des g com m acm m &=Imu Bumildming r G ou p BUR Buildin Grou 9 P 4 North Keller R i 95 ortRoad Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 8318299 ULX DEEM PUWNM ENGINEERING S1\VfJ11eVI 1. Inc. 1053 N. ORLANDO AVE. ■ SURE 3 • MNrWrD AFLORIDA 32751 TEL: 407-629-4255 ■ FACSIMILE 407-629-1696 • E81 7050 0 W n N 00 0 0 QD 0) W 0 z C -r .T Q W z w 0 0 J) W v 0 Q 0 U i s m C0 a 0 LD I` 0 i W 0 D G 1000 GENERAL NOTES: I. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND 61TE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2, DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK, 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE OUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4, DO NOT SCALE DRAWINGS. 5. THE STRUCTURE I5 DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD 1. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9, THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10.1='ERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING FOR ARCHITECTURE IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. TH15 LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING FOR ARCHITECTURE, INC. THE STRUCTURAL CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE FLORIDA BUILDING CODE. 14.NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION. 15.FINI6H FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ELEVATION. ACTUAL FLOOR ELEVATION IS + 60.5'. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 16.THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS 15 PROHIBITED UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM ENGINEER OF RECORD. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2O06 SUPPLEMENTS AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: 2.1 DEAD LOADS ROOF STRUCTURE 30 P5F 2.2 LIVE LOADS ROOF 20 PSF RAIN (FLAT ROOFS ONLY) 10 PSF 23 WIND: PER FLORIDA BUILDING CODE, SECTION 1601 SEE SHEET 50.2 FOR COMPONENTS AND CLADDING PRESSURES 120 MPH (3 SEC. GUST) REGION IMPORTANCE FACTOR =1.0 EXPOSURE =C IMPACT RESISTANT GLASS OR FBC APPROVED ALTERNATIVE 15 REQUIRED. 1330 SHOP DRAWING REVIEW: I. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWINGS SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 3. SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE GOOD QUALITY REPRODUCIBLE AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER OF RECORD, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE REPRODUCIBLE AS REQUIRED FOR DISTRIBUTION. E N E R A L S T R U 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECT/ENGINEERS' CURRENT HOURLY RATES. 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: A. LIGHT GAGE STEEL EXTERIOR OR LOAD BEARING WALL SYSTEMS B.GLAZED CURTAIN WALLS C. PREFABRICATED STEEL STAIRS 4 RAILINGS D.OPEN WEB STEEL JOISTS E. STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING F. TILT -WALL ERECTION DRAWINGS G.METAL ROOF DECK ASSEMBLIES 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA AS AN INDICATION THAT HE/SNE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH A$ REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. 1, REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA, (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). D.THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS 15 CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE), 1. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BE RETURNED. 1333 SUBMITTALS I. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL (#) B.REINFORCING STEEL C. STEEL STAIRS (#) D.METAL ROOF E. COMPOSITE METAL DECK F. LIGHT GAGE METAL FRAMING (*) G. CONCRETE MIX DESIGNS H. CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL FLOORS I. CURTAIN WALLS (s) J. TILT -UP PANELS (*) ITEMS MARKED (s) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. ITEMS MARKED (0) SHALL BE SUBMITTED FOR ENGINEERS RECORD ONLY. MANUFACTURER'S LITERATURE. SUBMIT TWO COPIES OF MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. 1334 REQUEST FOR INTERPRETATION (RFI) 1. RFI SHALL ORIGINATE WITH CONTRACTOR AND SHALL BE SUBMITTED IN THE FORM SPECIFIED WITHIN CONTRACT DOCUMENTS. RFI SHALL BE SUBMITTED IN A PROMPT MANNER AS TO AVOID DELAYS IN CONTRACTORS WORK. 2. RFI SHALL BE SUBMITTED AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS AND SHALL BE FORWARDED TO THE ENGINEER VIA THE ARCHITECT OR DIRECTLY BY CONTRACTOR TO ENGINEER WHEN APPROVED BY THE ARCHITECT. 3. ENGINEER SHALL TAKE UP TO 5 BUSINESS DAYS TO REVIEW AND RETURN RFI'S. HOWEVER, THE ENGINEER WILL ATTEMPT TO EXPEDITE THE REVIEW OF ALL RFI'S WITHIN A REASONABLE TIME FRAME. 4. RFI RESPONSES ARE NOT INTENDED TO AUTHORIZE ANY INCREASE IN CONSTRUCTION COST, SCHEDULE OR TIME EXTENSIONS, OR CONSTRUCTION IN CONFLICT WITH ANY APPLICABLE CODES OR SPECIFIED DESIGN STANDARDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN TEAM IMMEDIATELY OF ANY PERCEIVED SCOPE, SCHEDULE, COST IMPACTS, OR ADJUSTMENTS. IF THE CONTRACTOR REQUESTS ANY ADDITIONAL COST, INCREASE IN SCHEDULE OR ADJUSTMENT IN SCOPE, THE CONTRACTOR SHALL NOT PROCEED WITH ADDITIONAL WORK UNTIL APPROVED IN WRITING BY THE CONSTRUCTION ADMINISTRATOR, 2310 FOUNDATIONS - W/SOIL REPORTS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. 51TE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT NO. 01-05-1124-102A PREPARED BY: NODARSE 4 ASSOCIATES, INC. TITLED: GEOTECHNICAL ENGINEERING EXPLORATION AND EVALUATION FIELDS -BMW CENTER DATED: FEBRUARY 15, 2008 FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 3,000 PSF. 2350 SOIL COMPACTION - V15ROFLOTATION: I. SUBSURFACE DENSIFICATION SHALL BE PERFORMED BY VIBRO REPLACEMENT METHOD TO ACHIEVE AN AVERAGE RELATIVE DENSITY OF 95% DETERMINED IN ACCORDANCE WITH ASTM D-2049, IN ACCORDANCE WITH RECOMMENDATIONS OUTLINED IN REFERENCED GEOTECHNICAL REPORT. 2. V15ROFLOT PENETRATIONS SHALL BE AT LOCATIONS AND DEPTHS SHOWN ON THE APPROVED SHOP DRAWINGS. SUBSEQUENT FILL TO THE UNDERSIDE OF THE GROUND FLOOR SLAB SHALL BE ADDED IN LIFTS NOT EXCEEDING 12 INCHES AND EACH LIFT COMPACTED TO 13a% OF A MODIFIED PROCTOR DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1551, 3. VERIFICATION THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY AN INDEPENDENT GEOTECHNICAL CONSULTANT EMPLOYED BY THE OWNER AND APPROVED BY THE ENGINEER. C T U R I A L N O T E 4. LOCATIONS FAILING TO MEET THE REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE AND AS DIRECTED BY THE INDEPENDENT GEOTECHNICAL CONSULTANT. 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 26 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION STRENGTH SLUMP MAX AGGREGATE WATER CONTENT FOUNDATIONS 3000 PSI 4-(o" 3/4" 0.48 SLABS ON GRADE 3000 PSI 4-61I 3/411 0.48 OTHER STRUCTURAL 4000 PSI 4-611 3/411 0.45 CONCRETE 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 4, CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE 15 BATCHED. 5. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT 15 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 6. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLA66 D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. T CALCIUM CHLORIDES SHALL NOT BE UTILIZED, OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 8. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 9. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3, 10. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF AGI 318, 11, WHEN TOTAL WIDTH OF PIPES OR DUCTS CAST INTO A SLAB EXCEED 12" IN A 2411 WIDTH THEN THE CONTRACTOR SHALL ADD A LAYER OF #4 im 12" ABOVE AND PERPENDICULAR TO THE DUCT/PIPE RUNS EXTENDING 12 BEYOND THE LAST DUCT/PIPE ON EACH SIDE, 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2, PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: BEAMS 1-1/211 SLABS 3/411 COLUMNS AND WALLS 1-1/211 FOOTINGS AND PILE CAPS 311 CONCRETE EXPOSED TO EARTH OR WEATHER 2"-116 BARS OR LARGER 1-1/211-S BARS OR SMALLER 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING 15 SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP 5AR5 AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 3322 CONSTRUCTION JOINTS: 1. ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THAT SHOWN ON THE DRAWINGS MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD. 2. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC. 3400 CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST 1N PLACE CONCRETE: A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE.II MAXIMUM SLUMP SHALL BE ss INCHES. 5.A5TM C39 - "STANDARD TEST METHOD FOR COMPRE551VE STRENGTH OF CYLINDRICAL CONCRETE 5PECIMEN5.11 A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(5) QUANTITIES AND TEST AGE AS FOLLOWS: AT 3 DAYS 1 AT 1 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED, IF 28 -DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S) MAY BE DISCARD. 3410 TILT -UP WALL PANELS: 1. TILT -UP WALL PANELS SHALL BE OF THE CONFIGURATION SHOWN ON DRAWINGS AND SHALL HAVE A MINIMUM OF THE REINFORCEMENT SHOWN. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF JOIST SEATS, BRIDGING CONNECTIONS, DECK ANGLE CONNECTIONS, ETC., WITH THE APPROVED STEEL JOIST SHOP DRAWINGS AND WITH THE STRUCTURAL DRAWINGS. 2. THE CENTERLINE OF THE VERTICAL BARS SHALL COINCIDE WITH THE CENTERLINE OF THE STRUCTURAL THICKNESS OF THE PANEL FOR SINGLE -LAYER MATS. PANELS WITH TWO LAYERS OF MAT STEEL SHALL HAVE A MAT 1-1/211 CLEAR OF EACH FACE, UNLESS NOTED OTHERWISE. 3. EXPOSED EDGES OF THE PANELS SHALL BE CHAMFERED, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR PANEL FINISHES, REVEALS, CHAMFERS, ETC. 4. TILT -UP WALL PANELS HAVE BEEN DESIGNED TO WITHSTAND GRAVITY LOADS AND WIND LOADS AS INDICATED IN THE DRAWINGS IN THE FINAL, COMPLETED STRUCTURE CONFIGURATION. HOWEVER, NO ALLOWANCE HAS BEEN MADE FOR HANDLING AND LIFTING OR TEMPORARILY BRACED STRESSES OR COND I T I ONS. 5. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW SHOUTING PANEL LAYOUT WITH REINFORCEMENT, EMBEDS, OPENINGS, DIMENSIONS, JOINTS; ETC., AS REQUIRED TO PROPERLY CONSTRUCT THE WALL PANELS. 6. SHOP DRAWINGS AND CALCULATIONS FOR LIFTING AND BRACING SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. I. REFER TO THE ARCHITECTURAL DRAWINGS FOR FIN16H REQUIREMENTS, CHAMFERS, REVEALS, ETC. 8. THE CONTRACTOR SHALL PROVIDE DESIGN FOR THE LIFT INSERTS AND ANY ADDITIONAL REINFORCING STEEL REQUIRED FOR THE LIFTING OPERATIONS OR TEMPORARY BRACING CONDITIONS. HOWEVER, NO ADDITIONAL REINFORCING SHALL BE ADDED WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER OF RECORD. THE DESIGNERS OF THE LIFTING INSERTS AND TEMPORARY BRACING MUST CONSIDER THE REINFORCING ALREADY PRESENT IN THE PANELS AS INDICATED IN THIS SET OF CONSTRUCTION DRAWINGS. 9. THE CONTRACTOR SHALL CHECK ALL PANELS DIMENSIONS, PLATE LOCATIONS AND DETERMINE THE LOCATIONS OF ALL OPENINGS REQUIRED. NO PANEL WORK SHALL BE PERFORMED WITHOUT CONTRACTORS APPROVAL OF ALL OF THE ABOVE. THE CONTRACTOR IS INDICATING THAT HE HAS REVIEWED THE ABOVE AND APPROVES THE PANEL DRAWINGS FOR ACCURACY BY THE COMMENCEMENT OF PANEL CONSTRUCTION EVEN IF FORMAL STAMPED APPROVAL HAS NOT BEEN INDICATED ON THOSE DRAWINGS. SUBMIT SHOP DRAWINGS SHOWING PANEL DIMENSIONS AND OPENING LOCATIONS. 10.MI5CELLANEOU5 OPENINGS MAY BE REQUIRED FOR FIRE LINES, PLUMBING, SANITARY LINES, ELECTRICAL CONDUITS, ETC. CORE DRILLING AFTER ERECTION OF PANELS MUST HAVE THE APPROVAL OF THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO PERFORMANCE OF THE WORK. 11, THE REINFORCING STEEL SUPPLIER SHALL PROVIDE SHOP DRAWINGS INDICATING ALL NECESSARY INFORMATION REQUIRED TO ACCURATELY POSITION THE REBAR AS INDICATED. ENSURE CHAIRS, BOLSTERS OR OTHER MEANS OF SUPPORTING RE5AR5 ARE PROVIDED AND ACCURATELY DETAILED. SEE PLANS FOR MINIMUM SPLICE LENGTH FOR REINFORCING BARS. 12. THE SLAB SHALL BE PRETREATED WITH A RELEASING AGENT PRIOR TO PLACEMENT OF CONCRETE OR REINFORCEMENT FOR THE TILT UP. MANUFACTURER'S REQUIREMENTS SHALL BE UTILIZED IN PLACING OF THE RELEASING AGENT AND COMPATIBILITY WITH ANY FUTURE COATINGS SHALL BE VERIFIED. 13.TEMPORARY BRACING OF TILT UP CONCRETE PANELS DURING CONSTRUCTION: 13.1 TILT WALL PANEL DESIGN AS DEPICTED ON DESIGN DRAWINGS IS BASED ON THE FINAL CONSTRUCTION CONFIGURATION INCLUDING INSTALLATION OF PERMANENT BRACING INCLUDING, BUT NOT LIMITED TO FLOOR, ROOF FRAMING, METAL DECK AND SLAB SYSTEMS. THE DESIGN DOES NOT ADDRE55 MEANS AND METHOD of CONSTRUCTION OR TEMPORARY CONSTRUCTION CONDITIONS. 13.2 IT IS THE FULL RESPONSIBILITY OF THE CONTRACTOR TO ERECT TILT WALL PANELS IN A SAFE MANNER, AND TO ADEQUATELY BRACE, OR OTHERWISE PROTECT THE PANELS AGAINST WIND OR OTHER FORCES/EFFECTS DURING CONSTRUCTION AND UNTIL THE FINAL PERMANENT STRUCTURAL SYSTEM IS COMPLETED. 13.3 CONTRACTOR TO SUBMIT COMPLETE PROPOSED BRACING PLANS AND CALCULATIONS, PREPARED SPECIFICALLY FOR THIS PROJECT BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA OUTLINING PROPOSED TEMPORARY BRACING SYSTEM, SEQUENCE OF CONSTRUCTIONOF BRACING WITH CONSIDERATION OF CONFLICT WITH OTHER BUILDING 5Y5TEM5 AND COMPONENTS AND EVALUATION OF PANEL OR FLOOR SLAB TO ACCOMMODATE TEMPORARY LOADS AND UNBRACED CONDITIONS AS WELL AS BRACING FORCE RESOLUTION. 13.4 ANY DESIGN OR MODIFIED CONSTRUCTION REQUIRED TO ACCOMMODATE PROPOSED BRACING SCHEME IS THE FULL RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ANY ADDITIONAL REINFORCING OF TILT WALL PANELS OR INSTALLATION OF DEADMEN OR ADDITIONAL SLAB REINFORCEMENT. GENERAL BRACING SCHEMES DEVELOPED BY BRACING MANUFACTURERS ARE NOT SUFFICIENT OR ACCEPTABLE. 13.5 TEMPORARY BRACING LOADING TO BE IN COMPLIANCE WITH DESIGN DOCUMENTS AND THE LATEST EDITION OF A6CE-1 AND TILT -UP CONCRETE ASSOCIATION GUIDELINES. ACTUAL WIND PRESSURE 15 TO BE CALCULATED, BUT IN NO CASE SHOULD BE BASED ON LESS THAN 10 MPH (3 SECOND GUST) WIND SPEED. CONSTRUCTION FIELD OFFICE TO MONITOR NATIONAL WEATHER SERVICE FORECASTS AND BE PREPARED TO SHUT DOWN AND CLEAR PROJECT SITE IF DESIGN WIND SPEED IS ANTICIPATED TO BE EXCEEDED. 13.6 CONTRACTOR'S SPECIALTY BRACING ENGINEER OR HIS DESIGNATED REPRESENTATIVE (MINIMUM 5 YEARS EXPERIENCE WITH TILT WALL BRACING SYSTEMS) SHALL VISIT SITE DURING PANEL INSTALLATION TO CONFIRM THAT BRACING IS IN COMPLIANCE WITH DESIGN INTENTIONS, AND SUBMIT REPORT OF HIS FINDINGS TO CONTRACTOR AND STRUCTURAL ENGINEER OF RECORD. 14.ALL MECHANICAL OPENINGS REQUIRED IN TILT PANELS SHALL BE LOCATED SUCH THAT NO OPENINGS ARE CLOSER THAN 2'-0" TO PANEL EDGE OR ADJACENT OPENINGS. ALL MECHANICAL OPENINGS SHALL BE INCLUDED IN TILT PANEL SHOP DRAWINGS AND SUBMITTED FOR APPROVAL. 15.6HIM PLATES FOR TILT PANELS SHALL BE SPACED AT PANEL QUARTER PARTS AND EACH SIDE OF DOOR OR WINDOW OPENINGS GREATER THAN V-011 IN WIDTH, 16.DO NOT ATTACH ANY STRUCTURAL MEMBERS TO TILT PANELS UNTIL PANELS HAVE BEEN FULLY GROUTED. 11. SLAB ON GRADE HAS BEEN DESIGNED TO MEET THE MINIMUM REQUIRED LOADS A$ STATED HEREIN. HOWEVER, THE SLAB HAS NOT BEEN DESIGNED TO SUPPORT THE WEIGHT OF THE LIFTING CRANE OR HEAVY EQUIPMENT. P A V L I IK E S I G N T E A M ARCHITECTURE, #AAb�h391 6451 N. Federal Highwcruite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Z0-MoB& ■ 0 I 2u Building Group BE&R Building Group 35 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND A FLORIDA 32751 TEL: 407-629-4288 .FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 Im PHI 407.841.9050 ENGINEERING WWw.tic-engineers.com FOR ARCHITECTURE EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L � Cu - C U � cC �■ F) � 4p) L0 LL Hasan S. Arouri P.E. Florida License #53319 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: GENERAL STRUCTURAL NOTES DRAWING NUMBER: SO.0 0 d co 1� In 00 0 0 N N Q0 z 0 C) U) LLJ 0 z Q w z w 0 I Q n, U) 0 U) c� / 0 Q U N U .>Po N m coi 0 0 I-, Cn n O i 0 0 N i O LIQ / G E N E R A L S T R U C T U R A L N O T E S C O N T .� 3601 CHEMICAL (ADHESIVE) ANCHORS: 1. SHALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS HILTI HIT RE 500 ADHESIVE SYSTEM, OR ENGINEER APPROVED SUBSTITUTION. 2. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 3. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS. 3602 MECHANICAL ANCHORS: 1. SHALL BE "DROP-IN" INTERNALLY THREADED, FLUSH MOUNTED EXPANSION ANCHORS. 2. INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 3. THE MANUFACTURER'S REPRESENTATIVE SHALL TRAIN INSTALLERS. 4810 MASONRY WALLS: 1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530/A6CE 5/TM6 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1/A6CE 6/TM6 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 PSI ON THE NET AREA (FM = 1500 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270, 3. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-416 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/6" MAXIMUM AGGREGATE. 4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES TO BE 46 BAR DIAMETERS (U.N.O.). 5. BLOCK CELLS SHALL BE GROUT FELLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 6. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. T USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA 45 REQUIRED. 8. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS 9, PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE IS RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS, 10.CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 25'-0" AND NOT MORE THAN 12'-6" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. CONSTRUCT INTERIOR CONTROL JOINTS AT A MAXIMUM HORIZONTAL SPACING OF 32'-011 OR 16'-011 FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-011 OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 11. SUBMIT PROPOSED GROUT MIX DESIGNS FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 12, USE OF 6UPERPLA6TICIZER IS PROHIBITED. 13.CELL5 TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. 14.CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 15.ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. 16.VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 1I. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. 18.GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. 19.WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4 -FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1(3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 20.WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 611 WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OR FUR -O -STOP OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 22. MASONRY WALL5 MARKED AS "LOAD BEARING" ARE DESIGNED TO CARRY FLOOR GRAVITY LOADS AND MUST BE CONSTRUCTED TO SUPPORT THE CONCRETE FLOOR 6LA5 CONCURRENTLY WITH CONCRETE COLUMN CONSTRUCTION. 23. MASONRY WALL5 INDICATED A6 IIINFILLI' ARE DESIGNED TO RESIST LATERAL LOADS AND MUST BE CONSTRUCTED AFTER THE CONCRETE SLAB 15 CAST. INFILL WALLS SHALL BE CONSTRUCTED STARTING AT THE FOUNDATION LEVEL AND WORKING UPWARD ONE LEVEL ATA TIME. DO NOT START NEXT HIGHER LEVEL OF WALL PRIOR TO COMPLETION OF WALL BELOW. ALLOW A MINIMUM OF 3 DAYS CURING FOR GROUT OF WALL BELOW PRIOR TO STARTING WALL ABOVE. 24. SINGLE STORY MASONRY WALLS INDICATED A6 "PARTITION WALLS" SHALL BE CAST ON THICKENED SLAB FOUNDATIONS AND ARE NOT DESIGNED TO CARRY ANY LOADS FROM THE MAIN BUILDING STRUCTURES. ISOLATE TOP OF PARTITION WALL5 FROM UNDERSIDE OF CONCRETE SLAB WITH A MINIMUM 1/2" THICK COMPRESSIBLE MATERIAL. 25. PROVIDE DOVETAIL ANCHORS AT 1611 CIC, UNLESS NOTED OTHERWISE, WHERE MASONRY WALL5 ABUT CONCRETE SURFACES. 26. SUBMIT WRITTEN CONSTRUCTION SEQUENCES AND PROCEDURES PRIOR TO THE START OF MASONRY CONSTRUCTION. 4814 TIE BEAMS: I. BEAMS WITH THE PREFIX '178'1 SHALL BE OF CONCRETE, POURED AFTER THE MASONRY WALLS BELOW ARE IN PLACE, 2. REINFORCING SHALL BE CONTINUOUS THROUGH TIE 5EAM6 WITH MINIMUM LAP 6PLICE6 OF 48 BAR DIAMETER6 AND BENT BARS AT CORNERS. 3. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN ACCORDANCE WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAP6 ARE PROHIBITED). 4816 LINTELS: I. SEE LINTEL SCHEDULE ON 54.3 2. LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. 5120 STRUCTURAL STEEL: 1. STEEL WORK SHALL BE NEW AND CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BLDGS. - ALLOWABLE STRESS DE51GN AND LOAD AND RESISTANCE FACTOR DESIGN. 2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: WIDE FLANGE SHAPES ASTM A512 GRADE 50 OR A992 (FY=50 KSI) ANGLES, CHANNELS AND PLATES ASTM A36 (FY=3(o KSI) RECTANGULAR HSS ASTM A500, GRADE B (FY -46 KSU ROUND HSS ASTM A500, GRADE B (FY = 42 K61) HIGH STRENGTH BOLTS ASTM A325 THREADED RODS ASTM 436 (FY=36 K51) HEAVY HEX NUTS ASTM 4563 HARDENED STEEL WASHERS ASTM F436 DIRECT TENSION INDICATORS ASTM F9513, TYPE 325 ANCHOR RODS ASTM F1554 GR. 36 (FY=3(o KSI) HEADED STUD ANCHORS ASTM A108 (FY=50 KSI) TWIST -OFF TENSION CONTROL BOLTS ASTM F1852 3. CONNECTIONS: A. BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE. TIGHTEN BY THE AISC APPROVED METHOD. B.WELDING ELECTRODES SHALL BE PER AWS D1.1. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. C. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, EXCEPT AS NOTED OTHERWISE. D.DE5IGN BEAM CONNECTIONS TO DEVELOP THE REACTIONS SHOWN. IF NOT SHOWN, DESIGN CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN, A66UMING FULL LATERAL SUPPORT PER AISC BEAM (ALLOWABLE UNIFORM LOAD) TABLE VALUE FOR THE CORRESPONDING SPAN, U.N.O. E. CALCULATIONS AND SHOP DRAWINGS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION AND SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 4. ALL STRUCTURAL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 AND ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153. 5. GROUT UNDER BRG. PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 6. COMPOSITE FLOOR MEMBERS ARE DE51GNED TO BE UN6HORED UNLESS OTHERWISE NOTED. THE WEIGHT OF THE WI=T CONCRETE WILL RESULT IN DEFLECTIONS OF THE SUPPORTING STEEL DESK, BEAMS, AND GIRDERS. ALL OVERRUNS OF CONCRETE QUANTITIES ARE TO BE ANTICIPATED AND INCLUDED IN THE CONTRACTOR'S BID. THE CONTRACTOR SHALL COORDINATE EMBEDDED ITEMS REQUIRED FOR ARCHITECTURAL, STRUCTURAL, AND MECHANICAL ELEMENTS. CONCRETE FLOORS UTILIZING UNSHORED CONSTRUCTION SHALL BE 5CREEDED LEVEL. T SIZE AND SPACING OF CONDUITS IN COMPOSITE SLABS SHALL COMPLY WITH THE REQUIREMENTS OF ASCE 3-91 UNLESS NOTED OTHERWISE ON DRAWINGS, 8. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL STEEL CONNECTIONS TO A QUALIFIED SPECIALTY PROFESSIONAL ENGINEER, REGISTERED IN THE STATE of FLORIDA. THIS REQUIREMENT EXTENDS TO ALL CONNECTIONS, WITH THE EXCEPTION OF THOSE SPECIFICALLY FULLY DESIGNED IN THE DESIGN DOCUMENTS. IT IS ANTICIPATED THAT PROSPECTIVE STRUCTURAL STEEL FABRICATORS WILL PERFORM NECESSARY INVESTIGATION TO DETERMINE THE FULL IMPACT OF CONNECTION CLEARANCE REQUIREMENTS, AS WELL AS THE POTENTIAL NECESSARY INTRODUCTION OF DOUBLER PLATES, CONTINUITY PLATES, AND/OR WEB FLANGE OR OTHER STIFFENERS PRIOR TO SUBMITTING ANY BID FOR THIS WORK. 9. PROVIDE SIGNED AND SEALED CALCULATIONS FOR ALL STRUCTURAL STEEL CONNECTION DESIGN PREPATRED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. CALCULATIONS ARE TO BE SUBMITTED SIMULTANEOUSLY WITH CORRESPONDING SUBMITTAL. IO.HIGH STRENGTH BOLTS IN BEARING CONDITION SUPPORTING SIMPLE SPAN BEAMS NOT SUBJECT TO AXIAL LOADS MAY BE INSTALLED TO "SNUG TIGHT" CONDITION IF NORMAL, SHORT SLOTTED OR OVERSIZED HOLES ARE USED. THE ENGINEER OF RECORD WILL BE THE ULTIMATE AUTHORITY IN THE USE OF "SNUG TIGHT" BOLTS. 11. APPLY FIREPROOFING TO STEEL STRUCTURE CALCULATING THE THICKNE56 OF FIREPROOFING BY COMPARING THE ACTUAL MEMBER SIZE TO THE MEMBER SIZE USED IN THE DESIGNATED UL RATING AND ADJUSTING APPROPRIATELY. 5122 WELDING: 1. WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION IN ACCORDANCE WITH AWS D 1.1. 2. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELD5 IN ACCORDANCE WITH AWS REQUIREMENTS. 3, FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. UNLE55 NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. 5. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLE66 DETAILED OTHERWISE ON THE DRAWINGS. THE MINIMUM FILET WELD SIZE IS 311611 UNLESS OTHERWISE NOTED. 5124 SHEAR STUD CONNECTORS: I. SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION I - STUD WELDING. 2. ATTACHMENT OF STUDS SHALL BE SUFFICIENT TO DEVELOP THE FULL CAPACITY OF EACH INDIVIDUAL STUD. 3. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 PSI. AND SHALL BE X 4" LONG (TYPICAL, U.N.O.) 5210 STEEL JOISTS: 1. SHALL BE THE SIZE AND SPACING AS SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE DESIGNED, FABRICATED, INSTALLED AND BRIDGED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS, LATEST EDITION. 2. ENDS OF BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. MINIMUM JOIST BRIDGING TERMINATION CONNECTIONS TO MASONRY SHALL BE L3 X 3 X 1/4 X 3" LONG WITH (U 1/2" DIAMETER ANCHOR BOLT OR 1/4 X 4 X 4 WITH (01/211 X 5" HEADED STUD TO CONCRETE. 3. BRIDGING SHALL BE WELDED OR BOLTED AT POINTS OF CONTACT. WELD SHALL NOT DAMAGE THE JOIST. CROSS BRIDGING SHALL BE WELDED OR BOLTED AT ITS CENTER POINT. 4. K -SERIES JOISTS SHALL BEAR A MINIMUM OF 2-1/2" ON STEEL BEAMS AND 4" ON CONCRETE BEAMS. JOIST BEARING PLATES TO BE MINIMUM 3/811 X 411 X 1-1/211 WITH (2)1/211 DIAMETER X 5" SHEAR STUD CONNECTORS. BEARING PLATES FOR BACK TO BACK SINGLE JOISTS SHALL BE MINIMUM 3/8" X 1-1/2" X 1-1/2" WITH (4) 1/2" DIAMETER X 5" SHEAR STUD CONNECTORS. BEARING PLATES SHALL BE CAST INTEGRALLY WITH THE CONCRETE BEAM. WELD JOISTS TO BEARING PLATES WITH A MINIMUM OF (2) 1/6" FILLET WELDS, UNLESS NOTED OTHERWISE. 5. LH -SERIES JOISTS SHALL BEAR A MINIMUM OF 4" ON STEEL BEAMS AND 611 ON CONCRETE BEAMS. JOIST BEARING PLATES TO BE MINIMUM 3/8" X 6" X 9" WITH (2)1/211 DIAMETER X 511 SHEAR STUD CONNECTORS. BEARING PLATES FOR BACK TO BACK SINGLE JOISTS SHALL BE MINIMUM 3/8" X 9" X 11-5/8" WITH (4) 1/2" DIAMETER X 5" SHEAR STUD CONNECTORS. BEARING PLATES SHALL BE CAST INTEGRALLY WITH THE CONCRETE BEAM. WELD JOISTS TO BEARING PLATE WITH A MINIMUM OF (2) 1/4" FILLET WELDS UNLESS NOTED OTHERWISE. BACK-TO-BACK JOISTS SHALL BE OFFSET IF CONCRETE BEAM 15 LESS THAN 12" NOMINAL WIDTH OR STEEL BEAM IS LESS THAN 8" WIDE. 6. HANGERS FOR SUPPORT OF EQUIPMENT, OR MEMBERS SUPPORTING SUCH HANGERS, SHALL BE LOCATED AT PANEL POINTS OF JOISTS. 1. ROOF JOISTS SHALL BE DESIGNED FOR A NET UPLIFT PRESSURE AS SHOWN ON DRAWINGS. 8. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMITTAL SHALL INCLUDE LAYOUT, COMPONENT DESIGNATION, BRIDGING, AND PERTINENT SECTIONS AND DETAILS. 9. SUBMITTALS FOR JOISTS, OTHER THAN STANDARD 5JI CATALOG SELECTIONS WHICH HAVE BEEN VERIFIED BY SJI, SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 10.JOI5T5 SHALL BE DESIGNED TO SUPPORT THE LOADS LISTED IN SECTION 1000, THOSE INDICATED ON PLANS AND AN ADDITIONAL CONCENTRATED DEAD LOAD NOT TO EXCEED 5000 TO BE PLACED AT ANY PANEL ALONG THE LENGTH OF THE JOIST. DEAD LOADS SHALL BE IN ACCORDANCE WITH THE MATERIALS SHOWN WITHIN THE CONTRACT DOCUMENTS AND SHALL BE NOTED ON THE SHOP DRAWING SUBMITTAL BY THE J016T MANUFACTURER. 11. JOIST BOTTOM CHORDS SHALL BE DOUBLE ANGLES. 12. JOISTS ARE TO BE DESIGNED TO ALLOW 111 MAXIMUM DIFFERENCE IN CAMBER BETWEEN ADJACENT PARALLEL JOISTS. 13.WHERE J016T 6PAN6 EXCEED 30'-011, THE 3 JOISTS CLOSEST TO THE PERIMETER OF THE BAY SHALL BE DESIGNED TO LIMIT LIVE LOAD DEFLECTION TO11 14.WHERE JOISTS SUPPORT A MOVEABLE PARTITION, ALL JOISTS SHALL BE SIZED TO PROVIDE A MAXIMUM 1" DEFLECTION AT THE CENTER OF THE SPAN AND AT THE LOCATION OF THE STORED PARTITION. 15.ALL STEEL JOISTS GREATER THAN FORTY FEET IN LENGTH REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE PRIOR TO SLACKENING OF HOIST LINES. (U.N.O.) 5212 JOIST BEARING: 1. WHERE STEEL BEAMS SUPPORT JOISTS FRAMING FROM ONE SIDE ONLY, OR WHERE JOISTS FROM ONE SIDE ARE 3099. LONGER THAN THE JOISTS ON THE OPPOSITE OF THE BEAM, JOISTS SHALL BEAR FULL WIDTH OF THE STEEL BEAM OR 5-1/2", WHICH EVER 16 LESS, 2. CONTRACTOR SHALL COORDINATE JOIST SEAT HEIGHTS AND TOP OF STRUCTURAL STEEL SUPPORTS TO ENSURE PROPER DECK ELEVATIONS. 5230 COMPOSITE STEEL DECK: 1. SHALL BE GALVANIZED, 1 1/2" CORRUGATED 20 GAGE STEEL COMPOSITE METAL FLOOR DECK CONTINUOUS OVER 2 SPANS (MIN) WITH 41/2" NORMAL WEIGHT CONCRETE (1.5VL BY VULCRAFT FOR A (o11 TOTAL DEPTH), CONFORMING TO STEEL DECK INSTITUTE SPECIFICATION FOR COMPOSITE FLOOR DECK, 2. DECK SHALL HAVE DEFORMATIONS TO PROVIDE ADEQUATE MECHANICAL INTERLOCKING BETWEEN DECK AND CONCRETE FOR COMPOSITE ACTION. 3. PROVIDE 5/811 DIAMETER PUDDLE WELD6 AT 12" C/C AT EACH SUPPORT. 4. SIDE LAPS BETWEEN DECKS SHALL BE WELDED OR FASTENED USING 110 TEK SCREWS AT A MAXIMUM SPACING OF 36 INCHES. 5. BUTTON PUNCHING OF SIDE LAPS IS NOT PERMITTED. 5312 STEEL ROOF DECK: 1, SHALL BE 1 1/2" DEEP, 20 GAGE GALVANIZED (G(o0) WIDE RIBBED STEEL ROOF DECK AND SHALL CONFORM TO PROVISIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK. 2. DECK CENTERING SHALL BE PLACED IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS. 3. WELD PATTERN SHALL BE A MINIMUM 36/4 UNLESS NOTED OTHERWISE. FASTEN SIDE LAPS WITH (i) 010 TEK SCREWS. 4. DIAPHRAGM LOAD CAPACITY SHALL BE MINIMUM OF 410 PLF, 5. DECK 6U5MITTAL5 SHALL INCLUDE THE INTENDED FASTENING PATTERNS AND THE CAPACITY OF EACH PATTERN IN UPLIFT AND DIAPHRAGM ACTION 5400 STRUCTURAL COLD -FORMED STEEL (CFS) (ALL APPLICATIONS): I. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE AI5I/COF6/NA6PEC 2001 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, THE 4151 MANUAL COLD -FORMED STEEL DESIGN (2002 EDITION),,4161 CODE OF STANDARD PRACTICE FOR COLD -FORMED STEEL STRUCTURAL FRAMING (200(o EDITION), AISI/COF6/GP-2004 STANDARD FOR GOLD -FORMED STEEL FRAMING - GENERAL PROVI5ION6 (2004 EDITION) AND COLD -FORMED STEEL ENGINEERS INSTITUTE (CF5E1) PUBLICATIONS, A6 MODIFIED OR CLARIFIED HEREIN. 2. SUBMIT PROPOSED LIGHT GAGE CFS MANUFACTURERS DATA AND LOAD TABLES FOR REVIEW. 3. ATTACHMENTS, CLOSURES, HARDWARE, ETC., SHALL BE A6 SHOWN AND/OR IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 4. TOLERANCES TO COMPLY WITH ASTM C955. 5. WELDING TO COMPLY WITH COLD -FORMED STEEL ENGINEERS INSTITUTE TECH NOTE 5606-1 - WELDING COLD -FORMED STEEL. 6. REPAIR DAMAGED OR UNCOATED GALVANIZED COATINGS PER ASTM Ai80. 5402 LOAD BEARING GOLD -FORMED STEEL (GFS) WALL SYSTEM (DELEGATED ENGINEER): I. LOAD BEARING CFS WALL SYSTEM SHALL BE DESIGNED IN ,ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES, INCLUDINGA151, CF5E1, 2. LOAD BEARING CFS WALL SYSTEM SHALL BE DESIGNED FOR LATERAL SUPPORT AT EACH FLOOR OR HORIZONTAL MULLION ONLY AND GRAVITY SUPPORT ONLY AT BASE OF WALL. 3, THE DESIGN SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 4. SHOP DRAWINGS AND CALCULATIONS SHALL CLEARLY INDICATE CONNECTIONS AND MATERIALS USED. 5. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 5520 RAILINGS: 1. ENGINEERED RAILING SYSTEM AND CONNECTION OF SAME TO TH15 STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS A6 INDICATED ON THE DRAWINGS AND IN THE BUILDING CODE. 4, THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS AND SHALL COMPLY WITH ALL APPLICABLE CODES. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE DRAWINGS. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 5114 STEEL STAIRS: 1. ENGINEERED STEEL STAIR SYSTEM AND CONNECTIONS OF SAME TO THIS STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. STEEL STAIR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR APPLICABLE LOADS AS INDICATED ON THE DRAWINGS AND IN THE BUILDING CODE. 4. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP DRAWINGS. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE DRAWINGS. 6. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. P A V L I IK E S I G N T E A M ARCHITECTURE, #AA�W3391 6451 N. Federal Highwe$uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Bcm & R Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitlar d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 IT 0 URBAN DESIGN PLANNING ENGINEERING 1�_Jl SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 SHEET INDEX Sheet Number Sheet Title 65P-001 STRUCTURAL BORING PLAN 50.0 GENERAL STRUCTURAL NOTES 50.1 STRUCTURAL GENERAL NOTES CONT. 50.2 PRESSURE DIAG.-ABBREV. 4 SYMBOLS 5102 FOUND. 4 ROOF PLAN (CAR WASH- DUMP5TER 4 TIRE CENTER) 52.1 FOUND. -SLAB ON GRADE PLAN 622 STRUCTURAL MEZZANINE FRAMING PLAN 52.3 STRUCTURAL ROOF FRAMING PLAN 52.4 STRUCTURAL HIGH ROOF FRAMING PLAN 64.1 FOUNDATION DETAILS 4 SECTIONS 642 FOUNDATION DETAILS 4 SECTIONS 54.3 FOUDATION DETAILS 4 SECTIONS 55.1 STEEL DETAILS 4 SECTIONS 55.2 STEEL DETAILS 4 SECTIONS 55.3 STEEL DETAILS 4 SECTIONS 66.1 CONCRETE DETAILS 8 6ECTION6 61.1 TILT -UP PANEL ELEVATIONS 61.2 TILT -UP PANEL ELEVATIONS P A V L I IK E S I G N T E A M ARCHITECTURE, #AA�W3391 6451 N. Federal Highwe$uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Bcm & R Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitlar d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 IT 0 URBAN DESIGN PLANNING ENGINEERING 1�_Jl SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Hasan S. Arouri P.E. Florida License #53319 2 �.20m Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGNTEAM-ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW, PROJECT NUMBER: OO2S88 DRAWING NAME: STRUCTURAL GENERAL NOTES CONT. DRAWING NUMBER: S0.1 DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 Hasan S. Arouri P.E. Florida License #53319 2 �.20m Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGNTEAM-ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW, PROJECT NUMBER: OO2S88 DRAWING NAME: STRUCTURAL GENERAL NOTES CONT. DRAWING NUMBER: S0.1 0 a m O LH Ln 00 O 0 N N Q0 0) V) J O m z O FZ z Q W m m d I Q ec C� Q 0 w U) Un I,[ ry w N O V) U) N O Q U L U U N Ln C� N w I O O C) O I O O N / O U .7 0 c- 0 5 N LO 00 4 O N N Q0 ry W z w 0 W w U� IL 0 i z J n O O 0 z D O L� N Tn 0 cn / n, U) 0 / a� U U L� <0 O O CDN O (0 r2 & 12 r4 5 TB -1 4.3 rl---------------------------------I� c4ilimillillilillillmillillililoomm- (TYP. ALL — — — — — — — III ----- — — —— — — — —— I CORNERS r-- — -- ----------- -- — -- --� 0 WF -4.0 O —— I 14 OPENINGS) I 4 Ate- 1 1 8�.2 I �n cn I I SLOPE I � I @ I I @I 1 z I cA 0- 12KI 5'-0 I O.C. IM1I AX.)SLOPE 0 1 0 1 1 1I I ►I I a,1 i L 1 I S4 2 I O O I � 5 CIOep c i 55.3 I 3 I 85.3 L- — — — — — — — ------— — — — — — — — — — — — — — — ---- J I WF -4.0 I TB -1 12 (EL.12'-2-3/811) 4 s4..1 8�3 FOUDATION PLAN (CAL WASH) 5103 % SCALE: 1/8" = 1'-0" FOUNDATION PLAN NOTES (CAR WASH) ❑1 TOP OF SLAB ELEVATION AT THE HIGH POINTS, IS USED AS REFERENCE ELEVATION (0'-0"). ALL ELEVATIONS NOTES (+) ARE WITH RESPECT TO (0'-0"). SEE ARCH. DWGS FOR ACTUAL SLAB ELEVATION. 0 TOP OF FOOTING ELEVATION (-2'-0") UNLESS NOTED OTHERWISE. WF -"X" INDICATES FOOTING DESIGNATION. SEE SCHEDULE ON 54.2 FOR SIZE AND REINFORCING. CENTER FOOTING ON LOAD BEARING MASONRY WALL (U.N.O.) ❑3 FLOOR CONSTRUCTION: 6" (TOTAL) CONCRETE SLAB REINFORCED WITH 114 s 18" O.C. E.W. AT MIDDEPTH OVER COMPACTED 6U5GRADE. COORDINATE ANY AND ALL SLAB SLOPES DEPRESSIONS AND LIMITS THERE OF W/ARCH'L. DRWGS. ® THE MAXIMUM SPACING OF CONCRETE SLAB ON GRADE CONTROL JOINTS FOR ENCLOSED (INTERIOR) AREAS SHALL BE SPACED AT 20'-0" O.C. (MAX.) EACH WAY. SEE DET. 6/54.1 FOR FURTHER INFORMATION, 3 5103 S 84.2 5❑ `# ' INDICATES S" MASONRY BEARING WALLS REINFORCED WITH (1)-#6 (VERTICAL) WITH MATCHING DOWELS AT FOOTING / THICKENED SLAB, IN SOLID CONCRETE FILLED CELLS AT ALL CORNERS, INTERSECTIONS, ENDS OF WALLS AND ADJACENT ALL MASONRY OPENINGS (COORDINATE SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRWG6.) AND BETWEEN AT 3211O.C. (MAX.) SEE PLAN FOR ADDITIONAL LOCATIONS, EXTEND VERTICAL REINFORCING BARS TO UPPER MOST MASONRY BOND BEAM AND TERMINATE WITH STANDARD 90° HOOK. SEE DETAIL ON SHEET 54.3 FOR TYPICAL MASONRY CONTRUCTION DETAILS. PROVIDE AN ADDITIONAL 06 BAR (VERTICAL) WITH MATCHING DOWELS IN SOLID CONCRETE FILLED CELLS IN THE CMU CELL ADJACENT TO THE REINFORCED CELL AS NOTED IN NOTE 5. rr- (0 I--- LIP -4.o I ------ Y47 0 240 3/47 -- --J ro 84.2 FOU DATION PIAN (DUMPSTEL) SCALE: 1/6" = 1'-0" FOUNDATION PLAN NOTES (DUMP6TER) Fl TOP OF SLAB ELEVATION AT THE HIGH POINTS, IS USED A5 REFERENCE ELEVATION (0'-09ALL ELEVATIONS NOTES (+) ARE WITH RESPECT TO (0'-09. SEE ARCH. DWGS FOR ACTUAL SLAB ELEVATION. 20 TOP OF FOOTING ELEVATION (-T-0") UNLESS NOTED OTHERWISE. WF -"XII 4 TD5-"X" INDICATES FOOTING DESIGNATION. SEE SCHEDULE ON 642 FOR SIZE AND REINFORCING. CENTER FOOTING ON CONCRETE COLUMN OR LOAD BEARING MASONRY WALL (UN.O.) F FLOOR CONSTRUCTION: 6" (TOTAL) CONCRETE SLAB REINFORCED WITH #4 Q 18" O.C. E.W. AT MIDDEPTH OVER COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES DEPRESSIONS AND LIMITS THERE OF W/ARCH'L. DRWG6. ® #==� INDICATES S" MASONRY BEARING WALLS REINFORCED WITH (1)-#6 (VERTICAL) WITH MATCHING DOWELS AT -FOOTING / THICKENED SLAB, IN SOLID CONCRETE FILLED CELLS AT ALL CORNERS, INTERSECTIONS, ENDS OF WALLS AND ADJACENT ALL MASONRY OPENINGS (COORDINATE SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRWGS.) AND BETWEEN AT 16 "O.C. (MAX.) SEE PLAN FOR ADDITIONAL LOCATIONS. EXTEND VERTICAL REINFORCING BARS TO UPPER M06T CONCRETE TIE BEAM AND TERMINATE WITH STANDARD 90° HOOK, SEE DETAIL ON SHEET 54.3 FOR TYPICAL MASONRY CONTRUCTION DETAILS. 0 TURN DOWN SLAB FOR CONNECTION OF GATE SUPPORT. D a LOOF FLAMING PLAN (CAL WASH) SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN NOTES: ❑1 T/JOIST (B/DECK) ELEVATION AT THE HIGH POINT 15 (+ 12'-23i$") ABOVE REFERENCE ELEVATION (0'-0"). COORDINATE WITH ARCH, DRAWINGS FOR ROOF SLOPE AND ELEVATIONS AT LOW POINT. COORDINATE WITH JOIST MANUFACTURER FOR SLOPED J016T SEAT DEPTH. �2 ALL STEEL JOISTS SHALL BE GALV. 0 INDICATES SPAN DIRECTION OF 111/2" GA. TYPE 115f1 GALV. METAL ROOF DECK, CONNECT DECK TO SUPPORTING MEMBERS WITH 012 TEK SCREWS ON A 36/-1 PATTERN AND CONNECT 61DELAP6 WITH (11) #Ira TEK SCREWS PER SPAN. ® — — — — INDICATES L3x3x1/4" DECK SUPPORT ANGLE. ANGLE SHALL BE GALV. [5 TB -"X" INDICATES CONCRETE TIE BEAM DESIGNATION. SEE NOTE 9 ON 52.2 FOR SIZE AND REINF. SEE SHEET 54.3 FOR TYPICAL DETAILS. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. P A V L I 1K E S I G N T E A M ARCHITECTURE, #AA��391 6451 N. Federal Highwclyuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com rm—mam son iuB& ■ Building Group BE&R Building Group 195 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 o---- URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND I FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 Ca PH- 407.841.9050 ENGINEERING FOR ARCHITECTURE www.tic-ongineers.com 'i EB 0 0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 08.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 0 L � *� W W LL U 2 040— C: E O Liz ti um Hasan S. Arouri P.E. Florida License 53319 1 UN 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED .HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: FOUND. & ROOF PLAN (CAR WASH DUMPSTER & TIRE CENTER) DRAWING NUMBER: S1.2 co U co Ln 00 0 0 N N z Q CL W Q W 0 Z 0 m Q i 0 z D O 1 N c� / i 0 Q U / a� C) U m� co IT c� L,1 n a i D 0 0 N 0 / L0 U i / —15 C (D FOUNDATION / SLAB ON GRADE PLAN NOTES Ol SEE GENERAL STRUCTURAL NOTES ON SHEET 50.0. ® PROVIDE CORNER BARS WHERE FOOTINGS CHANGE DIRECTION AND AT FOOTING INTERSECTIONS. SEE SECTION 8/54.1 FOR FURTHER INFORMATION. 0 1-0 P - IIXII INDICATES CONCRETE TILT -UP WALL PANEL. SEE "TILT -UP WALL PANEL ELEVATIONS AND DTL5.11 FOR REINFORCING INFORMATION. COORDINATE SIZE, LOCATIONS AND ELEVATIONS OF ALL PANEL OPENINGS WITH ARCHITECTURAL DRAWINGS. ® "SHEAR WALL FOOTING" TO TILT -UP WALL PANEL CONNECTION. SEE SHEET 54.1 FOR TYPICAL DETAILS AND ADD'L. INFORMATION. ❑5 SERVICE AREA FLOOR CONSTRUCTION: 6" (TOTAL) CONCRETE SLAB REINFORCED WITH 114 a 1211 O.C. E.W. OVER 15 MIL ASTM 1145 CLASS -,A VAPOR BARRIER (COORD. W/ARCH.) ON COMPACTED SUBGRADE. COORDINATE ANY ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCH'L DRAWINGS (COORD. FLOOR SLOPES W/ ARCH. PLANS) 5a FLOOR CONSTRUCTION: 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6-W2.1xW2.1 W.W.F. OVER 15 MIL ASTM 1145 GLASS -A VAPOR BARRIER ON COMPACTED 50GRADE. COORDINATE ANY AND ALL SLAB SLOPES DEPRESSIONS AND LIMITS THERE OF W/ARCH'L. DRWGS. FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH'L. AND / OR CIVIL DRAWINGS. ® SEE ARCH'L. DRAWINGS FOR LOCATION / LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. 0 'SECONDARY" CONCRETE POUR STRIP, 5'-1 (MIN.) SET BACK FROM FACE OF TILT -UP WALL PANELS (SEE PLAN FOR ADDITIONAL DIMENSIONS / LOCATIONS). SEE SECTIONS FOR TYPICAL JOINT INFORMATION. ® THE MAXIMUM SPACING OF CONCRETE SLAB ON GRADE CONTROL JOINTS FOR ENCLOSED (INTERIOR) AREAS SHALL BE SPACED AT 20'-0" O.C. (MAX.) EACH WAY. SEE DET. 6/54.1 FOR FURTHER INFORMATION. 0 PROVIDE ADDITIONAL REINFORCING AT ALL RE ENTRANT CORNERS. REINFORCING BAR TO BE CENTERED WITH CONCRETE SLAB THICKNESS. REFER TO SECTION 10/54.1 FOR MORE INFORMATION. 10 THICKENED SLAB TSF 2.0 AT METAL STAIR BASE SEE SECTION 9/54.1. COORDINATE LOCATION AND DIMENSIONS W/ARCH. PLANS TYP. 1 SEE ARCH'L. DRAWINGS FOR LOCATION / LIMITS AND CONSTRUCTION INFORMATION FOR SLOPPING FINISHED FLOOR. 12 STEPED SLAB FOR "TRACTION LIFT'1: SEE ARCH'L. AND APPROVED MANUFACTURE/SUPPLIERS SHOP DRAWINGS FOR LOCATION / LIMITS AND CONSTRUCTION INFORMATION NOT SHOWN ON PLAN. 7 L 25'-0" 25'-O" 10'-3" 14'-9" 25'-011 251-011 125'-011 r3.2) n3.3 3.� 4,O 13 INDICATES 8" MA50NRY LOAD-BEARING WALLS REINFORCED WITH (1) -*5 (VERTICAL) WITH MATCHING DOWELS AT FOOTING / THICKENED SLAB, IN SOLID GROUT FILLED CELLS AT ALL CORNERS, INTERSECTIONS, ENDS OF WALLS AND ADJACENT TO ALL MASONRY OPENINGS (COORDINATE SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRWGS.) AND BETWEEN AT 321 (MAX.) SEE PLAN FOR ADDITIONAL LOCATIONS. EXTEND VERTICAL REINFORCING BARS TO UPPER MOST CONC. TIE BEAM AND TERMINATE WITH STANDARD 90 DEGREE HOOK. GROUT FILL SOLID ALL REMAINING CELL. FI -41 #=111i INDICATES B" MASONRY NON -LOAD BEARING WALLS REINFORCED WITH (1)-05 (VERTICAL) WITH MATCHING DOWELS AT FOOTING / THICKENED SLAB, IN SOLID GROUT FILLED CELLS AT ALL CORNERS, INTERSECTIONS, ENDS OF WALLS AND ADJACENT TO ALL MASONRY OPENINGS (COORDINATE SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRWGS.) AND BETWEEN AT 4811 (MAX.) SEE PLAN FOR ADDITIONAL LOCATIONS. EXTEND VERTICAL REINFORCING BARS TO UPPER M05T CONC. TIE BEAM AND TERMINATE WITH STANDARD 90 DEGREE HOOK. GROUT FILL 50LID ALL REMAINING CELL. 15 UNDERGROUND PIPE: COORD. W/ PLUMBING DWGS FOR LOCATION AND SIZES. (TYP.) 16 24" DIAMETER ENCASEMENT COLUMN. 11CC-1 INDICATES AN 8"x24" COLUMN REINFORCED WITH (6) % BARS, 3 BARS ON EACH LONG FACE AND 03 TIES AT 8" O.C. 6) Fl SHC KEY PLAN DUMPSTER CAR WASH SERVICE CENTER FOUNDATION - SLAB ON GRADE 1/811= 1'-011 P A V L I IK E S I G N T E A M ARCHITECTURE, #AA4&391 6451 N. Federal Highweij�uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com , BCE&H , t==j Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 0 •• • • URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND -FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH, 407.841.9050 ENGINEERING www.tic-ongineers.com FOR ARCHITECTURE 9 EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L m L ■ ali C: LL �I U V/U Cc R 0 CU ) mcf) 00 Um Hasan S. Arouri P.E. Florida License 53319 JUN 2 - 2009 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO iDESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 002588 DRAWING NAME: FOUND. -SLAB ON GRADE PLAN DRAWING NUMBER: S2.1 0 U 0 Ln Iri Ln 00 0 0 N N z Q I m (-D z tiC m LL - w z `z Q N N W Q ry ry N N V) C- ry U� I 0 Q v a� Q) 0 (D U S-. Cn m U) i 0 �Q 0 i 0 I 0 N i 0 U i i FAI J L 6D MEZZANINE F 5AMING PLAN SCALE: 1/511 = 11-011 Al W \`, a mm m C() m 251-011 25'-011 lm' -3" 14'-9" 251-01' 25'-0" 00 !L/ 125'-011 40001 25 2.8 3.1 3.2 �--., 3.3 3.� E MEZZANINE FRAMING PLAN NOTES: U IPMENT ❑1 SEE SHEET 50.0 FOR GENERAL NOTES. ® XXK- INDICATES STEEL BEAM REACTION. ALL REACTIONS F'R'AM SHOWN ON PLAN ARE TOTAL SERVICE LOADS (ASD). FOR ® SEE GENERAL NOTES FOR COMPOSITE METAL FLOOR DECK THOSE BEAMS SHOWN WITHOUT REACTIONS ASSUME A TOTAL INFORMATION, SERVICE REACTIONS OF 10k AT EA. END (TYP.) 03 COORDINATE FINISH FLOOR ELEVATION W/ARCH. DRAWINGS NOT USED ® FOR EMBED PLATES MARKED EP SEE SHEET 56.1 ® COORD. LOCATIONS AND DIMENSIONS OF ALL MEZZ. FLOOR (WHERE EP NOT INDICATED, USE EP -4, U.N.O.) OPENINGS W/ARCH. DWGS. ITYP) [5 DECK SUPPORT ANGLE: SEE SECTIONS FOR SIZES AND ❑g TB -1 15 AN Sx16 TIE BEAM REINFORCED W/ (2) 05 5AR5 ATTACHMENT INFORMATION. (TYP. AT EDGE OF DECK) TOP 4 ROT. 4 #3 STIRRUPS rat (o" O.C. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. Al W \`, a mm m C() m 251-011 25'-011 lm' -3" 14'-9" 251-01' 25'-0" 00 !L/ 125'-011 40001 25 2.8 3.1 3.2 �--., 3.3 3.� E Q U IPMENT OPENING F'R'AM N-% PIAN SCALE: 1/4" = 1'-011 FUTURE 6D SHOWROOM KEY PLAN SERVICE CENTER DUMPSTER CAR WASH STRUCTURAL MEZZANINE FRAMING PLAN 1/8" = 1'-0" P AV L IF E S I G N T EA M ARCHITECTURE, #AA�1 3391 6451 N. Federal HighwcVuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com BCE&R t= a Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitlai FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1 D53 N. ORLANDO AVE.. SUITE 3 0 MAITLAND • FLORIDA 32751 TEL: 407-529-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 EN PHI 407.841.9050 ENGINEERING WWW.tic-on ineers.com FOR ARCHITECTURE 9 EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L � � m U- V VCU �' V.CUow Lo um Hasan S. Arouri P.E. Florida License 53319 v JUN -12 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: STRUCTURAL MEZZANINE FRAMING P LAN DRAWING NUMBER: S2.2 A i -s C 1 IA 2 55.1 1 2 3 32 3.9 206'-0 7/811 Of 631-`'FAll 91'-8" 14-g11 36'-3 1/8" WALL ELEVATION 1 JOIST BEARING WALL ELNATION 1 T/ STEEL BEAM EL. - 21'-0" 55.2 EL. = 24'-1" EL. = 27'- s5.3 EL. = 18'-3 1/8" EP -3 EP -1 9 9 T/ STEEL BEAM 4614x6x5/1 HSS X6X 16 EL. = 18'-5 5/8" ACED 5'-0" C.C. (MAX.) WALL ELEVATION --TT/CCHANNEL EL. 1 I.�y 18r�5 SPADED p'-0 qc. IMA (.) L"I `"I I 1 I ISK611 _ EL. = 12'-0" Y EL. = 9'-6" I SP GED 5'-O" .C. (M X.) — - \'D 1 I 116K2 I I I I 116K3 I 1 I T/ STEEL BEAM I I I I I 'P` Q '� I I I I I I i I I I I I x EL. = 17' -10 1/4" (n T5-1 I w X�� U1 11 EL. 10'-011 � � III I /III X\ I 1 EP -I ® g `�' III \' T/ STEEL BEAM EP -3 10sz Ib TVP. _ _ _ _ _ _ I I JOIN BEAkING I I I _ I - I Wl x14 x z06(0 lbs IS' -0 3/4" - - � U or I 7r— EL -1 241- " I I I I I � LU-- _ _-- _._ '� � _.- - --- _._ - -- - ._ � � _.-- -- _ _._ --- � -_ _ � c � _- �' - :� �-- 2 CII SP O. AMAX.) r-� K7 65.2 553 v' EP -3 - W cj RTU-$ �j - 6m3-1 bs W18x3 1 1 X� T/ STEEL BEAM _ s . :.. _ __ - 16K2 Slr'ACED I I � TB -2 �, ♦ �' EL. 17' S 3/8" � 1 EP -3 SEL.2 -0" TB I I I I I I 14 I I 1 e ALL E EVATI N s5.1 JOI T BEA IN 0- - II - I I I I I I WAIL ELE ATION I I I ET 21 -0 I I I I III ' x\I I I I I EL, 21 2 11/2 2 I `'� T/ STEEL BEAM �_� 65.2 � 1 1 I u t I I EL•1= 24'-q" I I I I I I I I I' I I I I I I I I IEP 1 8 EL. = 17 -7 7/8 WI AA W21x(o2 4 SP CED 5'-0"C.C. (MAX.) 10 2 14 1 SPAG D � 5'-0" O.0 ( MAX.) 1 6 1 r JOI T BEA ING WA EL VI�,TION I I I I I I Iwdk s5� EL. = 23'- EL. 1= 21'- f I I I I I I I I= I �► p 1 1 T/ STEEL BEAM P- TB -2 P-3 S n EL. = 17'-3 1/4" ' I rl rl I ,d l I .d 1IIII b l I rl b 1 I y lI b l d l I rl d l rl rl _ Wl xl4 W18x7& _ _ -ti EF -I S ACED 5'-0"C.G. (MAX.) _ _ - - — - — 1 I I JCpIST 5EI4RING _I T/ ST10 EEL BEAM I I I I I I I l I I I I I I I I I I I I I I I Eli. = 20'f8 1/2" x 16K2 �� -_ _ 1 1 EL. = 17'-O 3/411 _ vI "I K21 1 1`r -I 1 `x' I I `91 `41 `o I 1 he m i OL OL 0 1131 lbs 1 31 lbs �` 0 1 31 lbs —" 0 1 1 I 1 1 (� ; I I I I I 206�s N o 1 T/ STEEL BEAM EL. = 16'-10 3/8" f I I 51`�CED 5'-O" b.C. (m4x.) I I I I I I I I I I I 32 HO6 PACE _ W1 x14 WlSx97 _ _INV 5 -0" D. . (MAA) WALL ELEI TION 11 EL. 24'- T/ STEEL SEAM 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 X - EL. = 16'-1 7/5" I I I I 1 16142 SPACIED 'a 51-0" O.CI (MAX.)I I I 11 I I I I I I I I I I I I 1 11 s T/ STEEL BEAM EL. = 16 -3 11 77�6 � ��/ e 1 T/ STEEL BEAM I I I I I I I I I I I I + I I I I I I I I I t I I I I I I I I EP I TYP I X90 s s5a EL = I6'-5 1/211 12x1 W12x1 -- W14x22 -- -- - -U&x4O - - - - EP- I __ _— T/ STEEL BEAM 0;7ZI II -T -f- - -T- EP-3 ® W1 LL EL 1 VATIO I ( I ( I 17 I lTYP.) s53 WALL ELEVATION 1 JOIST BEARING _ - El = 24' m" s5.1 T/ STEEL PE J IST BE RING _ EL. = 24'-0" EL. = 19'-S° I ( EL = 16'- 4 1/4" 1 E . = 16'- 13/4 1 T/ STEEL BEAM I I I I 1 I I �" I I I I I I I I EL. = 16'- 4 1/4" X X 224 4 SPACED � 221 4 SPACED X 221 SPA ED X 22l 9 SPACED X 22Kg S ACED _— JOI ST BEARING 6 51-011 D.C. (MAX.) 5' - O.C.(MAX.) 5'411 " O.G.(MAX.) 51-011 O.C. ( AX.) 5'-0" G.C. ( MA .) EL. = 16'- 1 3/4" Np I I cvO No o �I Inl I I Irl I I II I I I (-OjI F'i0©F FF"AMING PLAN SCALE: 1/8" = 11-011 ROOF FRAMING PLAN NOTES 0 SEE SHEET 50.0 FOR GENERAL NOTES. 0 COORDINATE ROOF FINISHING WITH ARCHITECTURAL DRAWINGS. SEE GENERAL NOTES FOR ROOF METAL DECK INFORMATION. ❑3 11X" INDICATES JOIST HORIZONTAL BRIDGING LINES: SIZE, LOCATION AND CONFIGURATION SHALL BE IN ACCORDANCE WITH "SJI" REQUIREMENTS, GENERAL CONTRACTOR TO COORDINATE WITH JOIST MANUFACTURER / SUPPLIER'S APPROVED SHOP DRUGS ® LH J016T "X" BOLTED DIAGONAL BRIDGING LINES: SIZE, LOCATION AND CONFIGURATION SHALL BE IN ACCORDANCE WITH "SJI" REQUIREMENTS, GENERAL CONTRACTOR TO COORDINATE WITH JOIST MANUFACTURER / SUPPLIER'S APPROVED SHOP DRWGS- 05 DECK SUPPORT ANGLE: SEE SECTIONS FOR SIZES AND ATTACHMENT INFORMATION. (TYP. AT EDGE OF DECK.) ® FOR EMBED PLATES, SEE DETAILS 55.31 0 T5-2 IS AN 862 TIE BEAM REINFORCED W/ (2) S BARS TOP 8 BOT. W/ (5) #5 BARS e EACH FACE, & #3 STIRRUPS 2411 O.G. ® STAGGER JOISTS, 611 BETWEEN GRIDLINES 3 AND 3.2 0 USE HSS 6X6X4 CANOPY COLUMNS IN THIS BAY 10 USE HSS &X&Xs CANOPY COLUMNS IN THIS BAY 11 USE HSS &X&X� CANOPY COLUMNS IN THIS BAY 25 I I W16x26 T/ STEEL BEAM EL. = 15'40 1,14" 25'-011 W; 10 65.2 X2 25'-0'1 i, 10'-311 14'-gIl 125'-0" 3.1 6.2) 3.3 IW16X261 T/ STEEL BEAM EL. = 15'-6 1/411 25'-011 m a T/ STEEL BEAM EL. = 15'-& 3/4" WI6X261 I "—� 21— T/ STEEL BEAM EL. = 15'-6 1/4" 25'-0" 3.(0) (4.0 FUTURE SHOWROOM KEY PLAN SERVICE CENTER DUMPSTER CAR WASH STRUCTURAL ROOF FRAMING PLAN 1/811= 1'-011 P A V L I1KE S I G N T E A M ARCHITECTURE, #AA��391 6451 N. Federal Highweuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com • Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 O • • • • URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE ■ SUITE 3 • MAITLAND A FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 IN PHI 407.841.9050 ENGINEERING www.tic-engineers.com FOR ARCHITECTURE 9 EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 Hasan S. Arouri P*E' Florida License 53319 L. 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSNELY TO PAVUK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW, PROJECT NUMBER: 008588 DRAWING NAME: STRUCTURAL ROOF FRAMING PLAN DRAWING NUMBER: S2.3 U 67 Ln 00 O O N c,9 s z 4 J d z Q O O m 7— CD „¢ N cn 0 Q v c� a� aJ s� m U) ) O I` O i 1) 0 O C) N 0 / Ln / 0 C (D 631-411 1 2061-0 1/811 Q II 3.2 Y 361-3 I/8" 1 55.3 HI H • • F 5GALE: 1/811 = 1'-/7111 FRAMING PLAN 21 i ctrl C7 m I., FAI Al Ia PAVILIFESIG N TEAM ARCHITECTURE, #AA��391 6451 N. Federal Highwcruite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com B m—ma ■ 0 0 on Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 o URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND•FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 •.EB# 7080 DRP Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 Im PFh 407.841.9050 ENGINEERING www.tic-engineers.com FOR ARCHITECTURE 1 #0000015 TLC NO: SUE DATE I PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L �. ♦) rn A�, L_ W u- U� X3.9 �v �c .c) o� LO M Um `m..■/vl" Hasan S. Arouri P.E. Florida License 53319 25'-0" 251-011 lm' -3" 141-911 251-011 251-/7111 0,001 1251-011 JUN 2 _ 201Z.� 2.8 3.1 3.2 3.3 3.� C4.� Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008528 FUTURE DRAWING NAME: SHOWROOM TR S UCTURAL HIGH ROOF KEY PLAN FRAMING PLAN SERVICE CENTER DUMPSTER CAR WASH DRAWING NUMBER: S2.4 .F U Ln 00 0 0 N N Cn z 0 U W J_ Q W 0 z 0 Q 0 z 0 L� .., i 0 Q 0 i N 0 N U Cn I' Fn I 0 r- 0 U) n 0 0 0 N - 0 L(7 U TILT -UP WALL ± 5'-011 GONG. SLAB, TILT -UP WALL PANEL v 5'-011 GONG. SLAB, PANEL, SEE PLAN. POUR STRIP, TYP. SEE PLAN. BEYOND, SEE PLAN POUR STRIP, TYP. SEE PLAN. (1) #5 CONT. SPACING. (1) #5 CONT. 5'-D" 1 d 1-611 —III—F—III . '. d ad I_I � I-1 � 1= r� � �_� � � ° d FOR TYPICAL " i 1=1 1711-111-111-11 (-1 H III 1=1 1=1=1 #4 @ 48 O.G., TYP.-I 1=i 1' 1- INFORMATION. (TYP.) _ III-�� 51_011 =III- I' DRILL s EPDXY (2 PER SEE PLAN #4 @ I2" O.G. E.W. #4 @ 48" O.G., TYP. 1 1_ #4 @ 12" O.G. E.W. I'-6" TILT -UP WALL PANEL) I"+/- x CONT. GROUT BED DRILL � EPDXY (2 PER I"+/- x CONT. GROUT BED AND SHIM AS #6x1' -01G (WITH 8" AND SHIM AS REQ'D. U.N.O., TILT -UP WALL PANEL) REQ'D. U.N.O., TYP. EMBEDMENT. INTO FTG.) °� o ° TYP. #&xl'-016 (WITH 8" AFTER PANEL HAS BEN - o d m EMBEDMENT. INTO FTG.) c1l ERECTED/INSTALLED AFTER PANEL HAS BEN ° GROUT INCASE #6 (6" MIN.I p 3 MATCHING WALL REINF., EREGTED/IN5TALLED 1 3 ALL AROUND/TO PANEL SEE d —d _,J d a GROUT INCASE #6 (6" MIN. SEE FACE.) Ea. LAN EQ, GLR. NOTE: ALL AROUND/TO PANEL Ea PLAN EQ, GLR. UJF- (SEE PLAN AT SIM. LOCATION FACE.) U1F- (SEE PLAN AND "FOOTING 5GHEDULE" THERE 15 NO POUR AND "FOOTING 50HEDULE" FOR 51ZE AND REINF'G.) STRIP. POUR SLAB IN FOR 5IZE AND REINF'(7.) SIZE AND REINF'G. THI5 AREA AT TIME OF SECONDARY POUR. TSF. TILT _ OF WALL TSF. TILT = OF UJAL L FOOTING DETAIL rf[DETAIL AT DOOR �413/411=11-011 3/4'1-11-011 �JNOTE: NOTE: (SEE PLANS FOR GONG. SLAB ON GRADE REINFORCEMENT.) (SEE PLANS FOR GONG. SLAB ON GRADE REINFORCEMENT.) 51.011 NOTE: AT CONTRACTORS OPTION: POUR STRIP. CONTROL JO I NTS MAY BE FORMED TILT -UP WALL OR SAWED. JOINTS MUST BE SAW SEE PLAN FOR PANEL, SEE PLAN GUT AS 50ON AS P0551BLE WITHOUT CONCRETE SLAP - INDICATES CONTROL JOINT (1) #5 CONT. POUR STRIP JOINT SEE RAVELING CONCRETE. (4 TO 16 ON GRADE AND OR CONSTRUCTION JOINT, SEE HOURS AFTER POUR). CONCRETE SLAB: DETAIL 3/54.1 FOR 1/ II :r REINFORCING, NOTE (1) BELOW FOR OPTION. �- SEE PLAN FOR DOWEL AND TIE BACK FILL WITH JOINT w = TYPICAL INFORMATION. BAR 5IZE AND MATERIAL SEE o n P77 LACEMENT. (TYP.) ARCH'L. (TYP.) � m CONCRETE SLAB: SEE #4 @ 48" O.G., TYP. PLAN FOR TYPICAL CONT 5LA5 REINF'G, COMPACTED INFORMATION. AT CONTROL JOINT. (TYP.) STOP SLAP REINF'G. SUBGRADE. SEE PLAN (W.W.F.) EACH 51DE OF (TYP.) DRILL EPDXY: o ° T/FTG. CONST. JOINT. (TYP.) SEE DETAIL 1" SHIM SPACE: CONTROL JOINT CONSTRUCTION JOINT X/5X.X FOR o . ° FILL SOLID W/GROUT NOTE: DOWEL SIZE. ° o 31 FULL LENGTH OF THE 1, CONSTRUCTION JOINTS MAYBE USED IN LIEU OF CONTROL JOINTS. GLR. WALL, SHIM AS 2, JOINT PLACEMENT REQUIREMENTS: WF- (SEE PLAN REQUIRED. (TYP.) FOR INCLOSED / INTERIOR AREAS. 20'-0" O.C. (MAX.) EACH WAY AND "FOOTING 5CHEDULEIf FOR OUTSIDE / EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY FOR 5IZE AND REINF'G.) WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE - GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF TILE MORTAR JOINTS. TSR. TILT=Uf= INTERIOR TN'f=, 5LA5 CON6TRUCT I ON r5_ - WALL FOOTING [DETAIL AND CONTROL JOINT D E TA I L 54.1 3/411=11-011 �413/411=11-011 NOTE: (SEE PLANS FOR GONG. SLAB ON GRADE REINFORCEMENT.) CONNECTION BY STEEL STAIR MFR. TYP. NON-5HRINK GROUT #4x5 -O" LONG A5 REQUIRED @ 12" O.G., TYP. SEE PLAN CA v do LU =1j1 LUn (L 21-011 (2) #5 SEE ARCH'L. DRAWINGS FOR STEEL STAIR CONT. CONSTRUCTION INFORMATION AND GEOMETRY FOR ATTAGMENT / SUPPORT THERE OF, COORDINATE WITH STEEL STAIR MANUFACTURER / 5UPPLIER'5 APPROVED SHOP DRAW065. (TYP) 5 CT I ON AT TSI I C<ENE ID i9� 5LA5 FOR 5TL STAIR 54.1 / 3/4"=1'-011 Io TYP. RE-ENTRANT BARS AT DOORS 64.1 L2 1/2 114 1/2 "xl/2" GALV. 04 1@ 12" W/ 1/2"Ox3" STUDS 1'-/TII 11_rnll la" O.C. SEE SL/ SlGG// ARCH'L • a • A 4 4. d J lX (4)-05 CONT. 2-011 z `ui MIN. TSR. TRENCH DRAIN DETAIL 54.1 / 3/4"=1'-011 CAST OR GORE — DRILL 1/8" DIA. THRU HOLE @ 24" O.G. (MAX.) EPDXY (I)-#5 iN EA. THRU HOLE. (TYP.) kf LL TILT -UP WALL PANEL, SEE PLAN. NOTE: AT SIM. LOCATION THERE 15 NO POUR STRIP. POUR SLAB IN THI5 AREA AT TIME OF SECONDARY POUR. POUR STRIP, TYP. all EX NO 4 OVERLAP W BY 11-611,TYP. ­T7F, = _ -7-7-171771-1 x' #4@ 4811 0.11 TYP. � d o ° SECONDARY POUR W/ (4) #5 CONT. (EACH 51 DE ° OF TILT -UP WALL a ° PANEL) TYP. a a 3" SEE DRILL $ EPDXY AS INDICATED GLR. EQ. PLAN EQ, U51N6 HILTI'5 HIT RE -500 it K UJF- (SEE PLAN ADHESIVE SYSTEM A/511 EMBEDMENT LENGT" H (TYP.) 6 AND "FOOTING SCHEDULE" # 5 @ 24" O.G. FOR 5IZE AND REINF' 7.) 21_611 T%rP. TILT -UP SSE AR 3 WALL FOOTING DETAIL 54.1 3/411=11-011 /4" =1' -011 NOTE: (SEE PLANS FOR GONG. SLAB ON GRADE REINFORCEMENT.) NOTE: AT 51M. LOCATION THERE 15 NO POUR STRIP. POUR SLAB IN THIS AREA AT TIME OF SECONDARY POUR. 5'-011± POUR STRIP, T'I'P• TILT -UP WALL PANEL B OND, SEE PLAN 51_011 #4 @ 48" O.G., TYP. V GONG. SLAB, CV% SEE CIVIL. all all 5EE PLAN T/GONG. SLAB d 4 W d a SEE SECTION lu a #4 @ 12" O.G. E.W. 3/54.1 FOR 611 d 4 ADD'L REINF . >• ° • OLSEE PLAN - T/FTG. 174 a ° a SECONDARY POUR a� W/ (4) #5 CONT. AND a • • DRILL 4 EPDXY #5 311 SEE DRILL EPDXY AS INDICATED DOWELS @ 24" O.C. GLR• EQ, PLAN EQ.U51NG HILTI'5 HIT RE -500 WF- (SEE PLAN ADHESIVE 5Y5TEM W" / 8 11 EMBEDMENT LEN STH (TYP.) AND "FOOTING 5GHEDULE" # 5 @ 24" O.G. 11 FOR 5IZE AND REINF'G.) 21_611 TN'rP, TILT-Uf' 5H AR WALL DETAIL AT EXTERIOR DOOR V TILT -UP WALL PANEL, SEE PLAN. 5EE PLAN n x n x x —$ x d n x T/SLAB a' n 5EE PLAN ° a ° a T/FTG. 4 a,° q ° °1 a,q . d ° as Q a 1 G.I.P. SLEEVE., MIN.a - m I" GREATER DIA. 1 LAP SPLICE THAN GONDU I T. I I 40 BAR 6 DIAMETERS. MIN. PIPING WHIGH 15 LOCATED 3'-0" AND/OR MATCH FOUNDATION DEEPER THAN (FROM THE TOP OF RE I NFOR( I N6 51 ZE FOOTING) WILL NOT BE REQUIRED TO NUMBER. INTEGRATE WITH THE FOOTING. Thi', FOOTING SLEEVE [DETAIL CONTRACTORS OPTION TO 5TEPPED FTC.) 3/411111111-011 PROVIDE LADDER TYPE JOINT (HORIZ.) REINFG. AT 16 "O.C. (MAX.) TYP. ALL DOWELS TO BE TIED IN PLACE BEFORE PLACING CONCRETE. GRADE: SEE CIVIL AND / OR ARCH'L. DRAWINGS. (TYP.) LOCATE CENTER BARS TO MATCH DOWEL POSITION. (TYP.) m VERTICAL BAR IN GONG. I=ILLED CELL W/LAP AT TDP OF SLAB AND MATCHING DOWEL AT FTG, SEE PLAN FOR SIZE AND LOC'5. (CUT OUT FACE SHELL OF BLK. FOR FOR CLEAN-OUT AND INSPECTION HOLE) TYP. PROVIDE COMPRESSIBLE FILLER MATERIAL. (TYP.) 0- CONCRETE SLAB ON GRADE: SEE PLAN FOR TYPICAL INFORMATION. (TYP.) SEE PLAN ° T/SLAB. ACTED SUBGRADE. (TYP.) SEE PLAN T/1=TG. PROVIDE STEEL PIPE SLEEVE AT ALL MECH'L. PIPE THRU WALL LOCATIONS. DROP FOOTING AS EQ a" EQ REQ'D. CONTRACTOR TO COORD. 00 Iq 09 WF- (SEE PLAN) DO NOT EXCAVATE UNDER EXISTING FOOTING TO INSTALL "FOOTING 5CHE1:ULE11 PLUMBING. (SEE SEC. 5/54.2 FOR 5IZE AND REINF'G. IF STEP FTG. IS REQ'D.) TYP. EXTERIOR BLOCK AT 12 WALL FOOTING DETAIL 51.1 J 3/4'•1'-0•• 54.1 3/411=1'-011 NOTE: (SEE PLANS FOR CONG. SLAB ON GRADE REINFORCEMENT.) 51-011 -011 POUR STRIP. TILT -UP WALL PANEL, SEE PLAN. (1) #5 CONT. all SEE PLAN T/SLAB _ d 4 LL d SEE PLAN -- T/FTG. d.. a CAST OR GORE 311 n DRILL 7/8" DIA. CLR. THRU HOLE @ 48° WF- (SEE PLAN O.G. (MAX.) EPDXY (I)45 IN EA. THRU AND "FOOTING SCHEDULE" HOLE. (TYP.) FOR 5IZE AND REINF'G.) TSR. T I L T = UR SHE AR WALL FOOTING DETAIL 64.1 % 3/4"=1'-0" #4 @ 12" D.G. E.W. PANEL DOWEL: #5x10'-0" GONG. @48"D.G. POUR STRIP JOINT SEE DETAIL 3/54.1 FOR DOWEL AND TIE BACK BAR SIZE AND PLACEMENT. (TYP.) ° CONCRETE SLAB: SEE PLAN FOR TYPICAL INFORMATION. SECONDARY POUR WITH (4)45 CONT. AND DRILL $ EPDXY #5 DOWELS @ 24" O.G. DRILL $ EPDXY A5 INDICATED U51NG HILTI'5 HIT RE -500 ADHESIVE SYSTEM W/ 8" EMBEDMENT LENGTH (TYP.) # 5 @ 24" O.G. 6 21_/_ 11 MASONRY WALL I a` REINFORCING SEE V PLAN FOR 5IZE AND '! SPACING. CONCRETE SLAB ON 1 GRADE. SEE PLAN 1/2" JOINT MATERIAL, r FOR TYPICAL Iina INFORMATION. (TYP.) SEE PLAN d T/SLAB COORDINATE LOCAT I WITH ARCH. 4 MEP. Ih STEEL THRU PIPE SLEEVE. PROVIDE DOWEL. MATCHING WALL REINF., ° ALTERNATE HOOK d —d _,J d a Lu O w DIRECTION. (SEE PLAN a o v FOR SIZE AND SPACING) TYP, If I11U11C_ 11SEE PLAN If 4 SCHEDULE FO SIZE AND REINF'G. 131 INTERIOR MASONRY WALL FOOTING 61.1 3/4",I'-0" P A V L I IK E S I G N T E A M ARCHITECTURE, #AA�1 3391 6451 N. Federal Highwciuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com 3CE&H m &==a Building Group BE&R Building Group 95 North Keller Road Suite 101 M FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING 1�_A SKConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND � FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 InTilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PR 407.841.9050 ENGINEERING www.tic-engineers.com FOR ARCHITECTURE 9 EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 3: -6 L 4) m ,n C 4� V � U � V C E • O � CL± mcf) 0 LL Hasan S. Arouri P.E. Florida License 53319 L 1 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: FOUNDATION DETAILS & SECTIONS DRAWING NUMBER: S4.1 O 6 _0 a - N Ln 00 O O N N 'S z O w cn J WQ W a z 0 a 0 z 0 L� Cv cn Q) i cn I C� Q v a� v U N V) I m Ln 7 I O r7l) O C) 0 I 0 0 0 Ln U COLUMN BASE 14"x14"A" W/(4) 1/5" DIA. . OF HSS COLUMN. rYP. t BLOCK-OUT: -611 (SHAPED) FILLED W/GONG. AFTER COLUMN HAS BEEN INSTALLED. TYP. HSS COLUMN: SEE PLAN PROVIDE BIT. COATING FOR SIZE AND LOGATI.ONS, ON 6%. SURFACES (TYP.) I EXPOSED BELOW T/SLAB. (TYP.) SEE PLAN FOR CONCRETE SLAB ON GRADE j j z INFORMATION. (TYP.)LU I SEE PLAN z o QC T/SLAB. q I ° ° o gL a SEE PLAN T/FOOTING. ° d d J LU Z � ° d ° W 11--L4 Q cry 0 q °. O U . . Q LI- 0 e' 5EE FOOTING SCHEDULE FOK SIZE AND REINFORCING: TYPICAL STEEL COLUMN 5ECTION- 3/411=11-011 d . CONCRETE TIE BEAM, 811x16" W/ (2) #5 T 4 B Q W/ STANDARD HOOKS 4 #3 ® 6' ° O.G. (516) STIRRUPS. 8" MA50NRY WALL---, H I ° REINFORCED (SEE PLAN FOR REINF.) X GRADE, SEE CIVIL SLAB ON RADE: SEE PLAN AND / OR ARGH'L. FOR TYPICAL INFORMATION. DRAWINGS. (TYP) ° (TYP,) p d d N � C'C�MP,dr'tF17 6\ DLIMPSTER WALL DETAIL 642 3/4" =1'-0" NOTE: COORDINATED EXACT LOCATIONS AND LIMITS WITH CIVIL 4 ARCH'L DRAWINGS. 211 COLUMN BASE PLATE: 1411x14"xl" W/(4) 1/5" DIA. ANCHORS N es HSS COLUMN: SEE PLAN FOR SIZE AND LOCATIONS. (TYP.) COLUMN ENCASEMENT SEE PLAN T/FOOTING. TYP. 1/4 COLUMN ENCASEMENT —COLUMN BLOCK-OUT: 2'-G11x2'-61' (SHAPED) FILLED W/GONG. AFTER COLUMN HAS BEEN INSTALLED. TYP. OF HSS COLUMN, 5EE FOOTING 5G-11=UUL1= SOK 51z1= AND REINFORCING. w LLl U z\ TYPICAL STEEL COLUMN SECTION us va•,,..m• JOINT MATERIAL: - SEE SPECS. (TYP.) GONG. SLAB W/ W.W.F., SEE PLAN ANCHOR BOLT NOTES: I. THE INFORMATION SHOWN IN THIS DETAIL, 15 FOR USE WITH ANCHOR BOLTS - 3/4" DIA. AND LARGER. 2. ANCHOR BOLT PROJECTION: MINIMUM LENGTH A5 REQUIRED TO ACCOUNT FOR NON -SHRINK GROUT, COLUMN BASE PLATE THICKNESS, WA5HER5 / NUT, PLUS 1 1/2" MIN. (THREADED LENGTH ABOVE NUT) 3. HOLES IN THE PLATE WA5HER5 SHALL BE SIZED 1/16" OVER THAT OF THE ANCHOR BOLT DIAMETER. 4. ALL ANCHOR BOLT NUTS SHALL BE "SNUG TIGHTEN" A5 DEFINED BY "AISG" AFTER THE FOOTING CONCRETE HAS A MINIMUM OF 14 (FOURTEEN) DAYS TO CURE. (TYPICAL UNLESS OTHERWISE NOTED) PROVIDE HEAVY HEX PLATE WASHER, TOP AND NUTS TOP AND BOTTOM. BOTTOM. 3/8"4"x2" (TYP.) Nz TOP OF COLUMN BASE N zo PLATE: SEE SECTIONS FOR SIZES. (TYP.) _3 LU 0 c!7 ()_ a p z NON -SHRINK GROUT: 1 1/2" 0 w MIN. THICKNESS REQUIRED. CQQ <, (TYP.) pC w ° LU ° TACK WELD Ca 4 PROVIDE PLATE WASHER: LU 3/B"x211x0'-2"LG. SEE GENERAL NOTES. (TYP.)cv X 4 a PROVIDE HEAVY HEX NUT. (TYP.) TACK WELD 3?YP. ANCHOR BOLT DETAIL 861 3/x•.1•-0" -�x XX a d d ° 4 d Q ° � d I PLAN FTG. 60HED CIVIL SLAB ON GRADE: SEE CIVIL DWGS FOR TYPICAL INFORMATION. (TYP.) GOORD. W ARGH'L DWGS. 44 $ 4 T/SLAB LU = I I I I I - COMPACTED SUBGRADE. (TYP.) FTG. REINF., SEE PLAN. TYPICAL THICKENED SLAB EDGE DETAIL 542 3/411=11-011 3/4" CHAMFER (TYP.) EXTERIOR WALK -WAY SLAB OR GRADE: SEE ARCH'L AND / OR CIVIL DRAWINGS. (TYP.) --\ SEE PLAN T/SLAB JOINT - FILLER (TYP.) COORDINATE W/ARCH. DWGS - CORTAIN WALL SYSTEM - SEE ARCH- DWGS. - CONT. 05 (TYP.) - CONCRETE SLAB ON GRADE: SEE PLAN FOR TYPICAL INFORMATION. (TYP.) 51-011 15 BENT 1811 O.C. I -0" 11_/TII (TYP.) ffLG// o „ ° I aI 11-1 11-1 i I- d °. d II��1 ° 12'-0" MIN. (TYP.) I I II , I 111- 3° COMPACTED 5UBGRADE. u (TYP.) CONCRETE SLAB EDGE - CLR. TURNDOWN: REINFORCED 11-011 W/(2)-05 (HORIZJ CONT. (TYP.) q1 SECTION AT TURNED DOWN SLAB 642 i 3/4" =1'-0" FOOTING REINFORCING: SEE PLAN, SECTIONS AND / OR "FOOTING SCHEDULE" FOR SIZE AND NUMBER. (TYP.) INDICATES "STEP FOOTING" (SEE PLAN - IF REQUIRED) GENERAL CONTRACTOR TO COORDINATE LOCATIONS. (TYP.) z zi d A ° 4 16. d d a Q d ° �. ° ° <. q q COMPACTED 5UBG DE.1 12 11 — (TYP.) —1 i ADDITIONAL REINFORCING: SAME 51ZE AND NUMBER AS FOOTING REINFORCING. (TYP.) le 300 LAP V 11-011 30� LAP 118" MIND T%T' . STE PPE D FOOTING DETAIL 542 / SCALE: 3/4"=1'-0° 3/4" CHAMFER SEE PLAN SLAB REINFORCING (SEE PLAN) HOOK BAR OPENINGS. Y T/SLAB _ ' ° • a ° - (2)-#5 CONT. TYP. d — MA50NRY WALL REINFORCING SEE PLAN FOR SIZE AND SEE PLAN 4 SPACING. T/FOOTING, d d z ° 4 �p U ° t, LU d d III I VIC_ N SEE PLAN 7r 714 LS�CHEDULE FOR SIZE AND REINF'G. 9� T*rP. 6ECTION AT CAR QUASH WALL OPENING. 542 % SCALE: 3/411=11-011 FOOTING SCHEDULE FOOTING MARK FOOTING 51ZE FOOTING REINFORCEMENT REMARKS T W x L WF -2 0 lh 2'-O"x CONT. (2) 05 CONT. 4 05 6 12" O.G. IN SHORT DIRECTION. WF -4.0 16 4'-011x CONT. (4) 05 CONT. 4 05 a 121' O.C. IN SHORT DIRECTION. WF -5.5 16 5'-6"x CONT. (5) 05 CONT, 4 15 a 1211 O.C. IN SHORT DIRECTION. F-3.0 18 3'-01Ix 3'-0" (3) 05 IN EACH DIRECTIONS. F-4.0 18 4'-O"x 4'-0" (4) 05 IN EACH DIRECTIONS. F-5.0 24 5'-0"x 5'-0" (5) 05 IN EACH DIRECTIONS. FTP5-1.0 24 1'-0"x CONT. SEE 4/54.2 NOTES: I. EXTEND ALL CONT. WALL FOOTING REINFORCING MIN. 48 BAR DIAMETERS INTO COLUMN FOOTINGS. 2. PROVIDE MATCHING CORNER BARS 2'-0"x2'-0" AT ALL INTERSECTIONS AND CORNERS. P A V L I 1K E S I G N T E A M ARCHITECTURE, #AA��3391 6451 N. Federal Highwc'uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954524 8370 www.pavlikdesign.com r_. Mw mom on iuB& ■ Building Grou p BE&R Building Group 35 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING El WConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND (FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH- 407.841.9050 ENGINEERING WWw.tic-engineers.com ENGINEERING EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L � m L V C U -0 0 CE CO o� O um Hasan S. Arouri P.E. Florida License 53319 JUN 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 00P -52B DRAWING NAME: FOUNDATION DETAILS & SECTIONS DRAWING NUMBER: S4.2 SEE PLANS AND PLAN NOTES FOR LOCATIONS OF GROUTED CELLS. 45 BAR DIAMETER LAP SPLICE TYPICAL AT ALL SPLICES. STOP GROUT 1 1/2" (MIN.) BELOW TOP OF UNIT IF POUR 15 STOPPED FOR MORE THAN ONE (1) HOUR. LAY-UP NEXT 4'-011 OF WALL AFTER LOWER SECTION 15 GROUTED SOLID MAXIMUM LIFT HEIGHT = 4'-0" SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/5" SLUMP = S" TO 10 DO NOT USE SAME MIX AS USED FOR TIE BEAMS. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. (WAIT NOT LE55 THAN 24 HOURS.) LOW LIFT GROUTING 3/4"=1'-011 Li IL REINF'G. CONT. AT\_3/b`xI" (VERT.) JOINT CONTROL JOINT IN 3/5" AT EACH SIDE OF CONC. TIE BEAM. JOINT CONC. TIE BEAM. AT TIE E3M./5M. PROVIDE "RAPID CONTROL JOINT RUBBER COMPOUND" BY DUR-O-WALL AT MASONRY / BOND BEAM JOINTS. (TYP.) STOP RE INF'G. IN KNOCK -OUT BOND BEAM. (TYP.) leofJOINT AT 5OND 5E,AM 3/811 PROVIDE "RAPID JOINT CONTROL JOINT STOP "DUR-O-WAL" RUBBER COMPOUND" ON EACH SIDE OF BY DUR-O-WAL AT JOINT. (TYP.) MASONRY WALL � JOINTS. (TYP.) �I L�u REINF. FILLED CELL KEEP JOINT FREE EACH SIDE OF JOINT OF DEBRIS DURING W/(1)-05 (VERT.) TYP. CONSTR. (TYP.) AT FOUNDATION NOTE: CARRY MASONRY EXPANSION JOINTS THRU INTERIOR MASONRY WALLS. 5PAG INCA FOR CONTROL JOINT 3 x HEIGHT = SPACING IN FEET (NOT TO EXCEED 501-011) "4 MASONRi' CO 543 NTROL JOINT TYPICAL NO. 9 GA. WIRE LADDER REINFORCING s 16" VERTICAL SPA. TYP. MASONRY WALL REINFORCING: (VERT.) SEE PLAN FOR SIZE AND LOCATION INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH 51 DE OF MASONRY OPENING - GROUT FILL 50LID HORIZ. CELLS) TYP. COORD. W/ ARCHIL DWGS. 5/PRECAST "U" LINTEL PRECAST "U" LINTEL OVER ALL MASONRY OPENIN65, 5EE SHEET 54.3 FOR "LINTEL SCHEDULE FOR 51ZE AND RE I NFORG I NG INFORMATION. (TYP) NOTE: COORDINATE ALL MA50NRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARGH'L. DRAAIN65. (7''P.) VERTICAL DOWEL (FROM FOUNDATION) 51ZE AND LOCATION TO MATCH THAT OF MA50NRY WALL REINFORCING, TYP. ,SEE PLAN �r T/ LONG. SLAB ORGING AT MASONRY (DOOR) OPENINGS PROVIDE BARS AS SHOWN HERE AT WALL CORNERS. TYP. THI5 PROJECT, GONG. FILLED CELL WITH VERTICAL BAR EXTENDING THRU BM. ABOVE 4 INTO FDN. BELOW. TYP. NOTES: — V 1. TYPICAL WIRE LADDER REINFORCEMENT FOR ALL C.M.U. WALLS SPACED @ 16" O.C. VERTICALLY, ALSO PROVIDE ADD'L LAYERS ABOVE AND BELOW DOOR OR WINDOW OPENINGS. USE MIN. 611 LAP SPLICES. TYP. 2. SEE PLAN FOR SIZE AND SPACING OF VERT. REINF. BARS. HORIZONTAL WALL R INFORCIN / MVEfRTICAL CORNER INORC INC 54-3 U07 0 24"x24" L BARS TO MATCH BEAM RE INF. TYP, NOTE: N v REFER TO PLAN AND SCHEDULE FOR 51ZE AND QUANTITY OF BEAM REINF. TYP. GONG. FILLED CELL WITH VERTICAL BAR EXTENDING THRU BM. 50NED 5EAt'I COfRNEfR F-.,E1NF0fRC1NG 54.3 i I 3 T`r. REINF ORGINCs AT MASON MASONRY LINTEL SCHEDULE (CAST -CRETE LINTEL) MARK LENGTH (L) CAST -CRETE REMARK MARK M5_1 2' -1011< L < 5"-10" SF16-2B/OT PRECAST M5-2 5' -1011< L <14'-011 8F16 -25/2T PRECAST M5_3 14' -O"< L <_211-411 SF16-25/2T PRESTRESSED I. PROVIDE MASONRY LINTEL OVER ALL OPENINGS. IF NO LINTEL 15 SPECIFIED, PROVIDE M5-2. 2. PROVIDE MINIMUM END BEARING OF S". CUT OUT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. 3. MASONRY LINTEL SUBSTITUTIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION. GONG. TIE BEAM: (TB- ) SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) /4 d \ Aid q ° a 12 SEE ARCH, d CMU BEARING ° `4 yq /d \ WALL, SEE PLAN.1. dd \ I " / / q L dI J /. II Q axe\ I al i s d Y ISI L I� J7, VERT. REINF. IN GROUT FILLED CELL, TERMINATE W/ STD. 900 HK, 211 CLR. OF T/TIE BM. (TYP.) "�� T�PICAL RAKE BEAM [DETAIL MASONRY WALL RE I NFORG I NG : (VERT.) SEE PLAN FOR 51ZE AND LOCATION INFORMATION. (TYP.) HORIZONTAL REINFORCING: SEE "LINTEL SCHEDULE" FOR SIZE. (EXTEND 2'-0" MIN. BEYOND EACH SIDE OF MA50NRY OPENING - &ROUT FILL 50LID HORIZ. CELLS) TYP. GOORD. W/ ARCHIL DWGS. 5/PRECAST "U" LINTEL PRECAST "U" LINTEL OVER ALL MA50NRY OPENINGS, SEE SHEET 54.3 FOR "LINTEL SCHEDULE" FOR 51ZE AND REINFORCING INFORMATION. (TYP.) NOTE: COORDINATE ALL MA50NRY OPENING SIZES, LOCATIONS AND ELEVATIONS WITH ARCH'L. DRAWINGS. (TYP.) COORD. W/ ARCH'L DWGS. 'T/MASONRY OPENING SILL HORIZONTAL RE I NFOEC I N& : SAME AS THAT NH I GH 15 TO BE PROV I DED IN PRECAST "U" LINTEL (ABOVE) SEE "LINTEL SCHEDULE" FOR SIZE, SET IN KNOCK -OUT BLOCK LINTEL COURSE, FILLED SOLID. (TYP.) Ri OPENINGS —GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. 05's CONT. (TYP.) _"U" SHAPED PRECAST CONCRETE LINTEL. CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (2) -*5's CONT. GROUT COURSE SOLID (TYPJ GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. 0I CONT. (TYP.) "UI" SHAPED PRESTRESSED CONCRETE LINTEL, r CONT. KNOCK -OUT BLOCK COURSE REINFORCED W/ (2)-45's CONT. GROUT COURSE SOLID (TYP.) GROUTED SOLID. (TYP.) PROVIDE (2) ADDNT'L. S's CONT. (TYP.) IIUII SHAPED PRECAST CONCRETE LINTEL. NOTE: SHORE PRECAST IIU" LINTELS PER MANUFACTURER'S RECOMMENDATIONS. P A V L I 1K E S I G N T E A M ARCHITECTURE, #AA��391 6451 N. Federal Highw,@E�uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com rm WE 0 0 0 i4B& ■ Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND A FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-829-1858 • EB# 7080 0 Tilden Lobnitt Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH- 407.841.9050 ENGINEERING WWwMe-engineemcom FOR ARCHITECTURE EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 • 0 00 �LL U7E? U C E OWNER 0 CU f) F_ LO LL Hasan S. Arouri P.E. Florida License 53319 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF. ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: FOUDATION DETAILS & SECTIONS DRAWING NUMBER: 54.3 TMP TYP 1H" SERIES J015T BRG EMBED: SEE PLAN FOR EMBED TYPE LH" 5ERIE5 JOIST. (TYP.) J,OTE: Ll 4 EDGE ANGLE NOT 5HOINN FOR GLAIRITY. VIEW A TYP EDGE ANGLE: L-5x3x1/4xGONT. (LLV) A. J015T 3/16 2 TYP) 3/16 3" TYP ROOF DECK, SEE PLAN "LH" 5ERIE5 J5T, SEE PLANT LN JOIST BEAR 3/411=11-011 �- TYP "LH" 5ERIE5 J015T BRG SEAT: L-bx6x7/16x0'-IO" LG NG 0 EXTERIOR WALL COORDINATE ATTACHMENT TO MECH. ROOF TOP UNIT DETAIL W/ MANUFACTURERS. (TYP.) NICOPRE65 CONNECTOR OR 2-GALV. U -BOLTS (TYP. 4 PLACES) 1 EA. CORNER. 1/4" TURNBUCKLE 1/4" AIRCRAFT CABLE. (PLASTIC COATED) 3/8EYEBOLT PITCH POCKET FLAT WA5HER LOCK WASHER NUT ACK WELD TIE -DOWN FOR ROOF TOP AIR HANDLING UNITS, ROUTE AIRCRAFT CABLE OVER TOP OF UNIT AND SECURE WITH EYE -BOLTS. 6Y6TEM SHALL MEET THE BUILDING CODE WIND LOAD CRITERIA. TYP. MECHANICAL ROOF TOP UNIT TIE -DOWN DETAIL (COORD. ROOFING FINISH DETAILS W/ARCH. DWGS.) EMBED PL. EP -5 60" O.G. TILT -UP GONG. WALL TYP DECK SUPPORT ANGLE: PANEL, REINF. NOT SHOWN FOR CLARITY.— I L-5x3x1/4xGONT. ROOF DECK, SEE PLP *I EP -5 5 1ILHII SERIES J5T SEE PLAN. EL: SEE PLAN T/STEEL TYP BR176 CONN TO WALL: CLIP L-5x5x1/4xO'-7" LG W/ (2) 1/2" DIA EPDXY GROUTED ANCHORS. W/ 3" EMBEDMENT (TYP.) Ij "LH" J015T 5RD6, SEE PLAN T �1= 5ERIE5 J015T 5RI1Dr_;;ING CONNECTION AT TILT=U ' WALL PANE � 65.1 i 3/4"=1'-0" TILT -UP PANEL CONCRETE WALL. (SEE ELEVATIONS) 3/1611 TYP. #4 @ 3'-0" O.G. TOP WITH CONT. HIGH CHAIR AT EA. END TYP. COMPOSITE FLOOR DECK SEE PLAN FOR SIZE AND REINF. } T/SLAB X x x SEE PLA -- — --------- m CONT. LbxbQ W/ i DIA. X 6" LONG 5TUD5 ® 24" O.G. 5116"V211 TYP. n MEZZ. FLOOR DECK EDGE DETAIL 55.1 % 3/4'1=11-011 METAL DECK, SEE PLAN. (TYP.) 3� NOT usEID 55.1 % -3/4'1=11-011 PROVIDE (2) ANGLE BRACES WHEN LOAD 15 LOCATED BETWEEN PANEL POINTS. ANGLE TO J015T FIELD WELDING SHALL BE IN ACCORDANCE W/51PEC.15 - CONGENTRATED LOAD ON TOP CHORD OF OF JOIST. (GOORD. LOG'S) nx zw SEE PLAN FOR J015T CONCENTRATED LOAD 51ZE AND 5PAG I N6. HUNG FROM BOTTOM CHORD (TYP.) OF JOIST. (GOORD. LOO'S.) PROVIDE ANGLE BRACE WHEN TOP CHORD LOAD 15 NOT LOCATED AT A JOIST PANEL POINT. (COORD. LOCATION 4 WT. OF CONGENATION) (LOADS W/MEP/ARCH. DRAWING TYP) TN�I CAL 5TEEL J015T (`4EINFORCING DETAIL 65.1 j 3/411=11-011 /4"=1'-0" OPENING 51ZE ANGLE: FRAME GONTR. REINFORCE METAL I — — — — — — DECK W/L2x2xl/4x COORDINATE 51ZE I 5'-016. EACH SIDE 0 N 4 LOCATION &APPROVED I_ 1 OF OPENING. WELD MEGH'L. SHOP DRAWINGS. I - EACH FLUTE. (FRAME NOT REQUIRED.) - COPE AN6LE5 AT BEAM. 1 3/16 1 TOP FLANGE OF STEEL TOP FLANGE OF STEEL JOIST. (TYP) JOIST. (TYP.) TYP 5116 SMALL OFEN I N6 DETAIL LARGE OFEN I NG DETAIL SMALLER THAN 12" 50. $ LARGER THAN 6" 50. LARGER THAN 12" 5OUARE OR ROUND ANGLE: W/1/2"DIA. HOLES AT NOTE: 24 O.G. (MAX) IN VERT. LEG TO SUPPORT CONTRACTOR TO PROVIDE WOOD BLOCKING OR PREFAB CURBS. TEMP. GUARD RAIL AROUND GONTR. TO COORD. CURB 51ZE AND OPENING DURING GON5TRUCTION. LOCATION W/APPROVED MEGH'L. SHOP DRAWIN65. (TYP) r1- -------- TYP I 3/I6 I� 7 I 1 METAL / DECK.--/ 5TL. J015T SEE PLAN FOR 51ZE AND 5PAG I N6. (TYP.) 8 TYPICAL TMP 3/16 ROOF OPENING SEE TYP. DETAIL ANGLE: Lkk5/16 FRAME UNDER MECH'L. EQUIP. CURBS. STEEL BEAM, SEE PLAN. TYP. STEEL COLUMN, SEE PLAN. TYP. � STD. 5TL. CONN. TYP SEE 5GHED. TYP. 3/b II PLAN SECTION A -A STEEL BEAM, SEE PLAN. TYP. 5TO. 5%. CONN., SEE 50HED. TYP. �imi� STEEL BEAM, SEE PLAN. TYP. H55 COLUMN, SEE PLAN $ 50HED. t*""PIG,4L COLUMN CONNECTION 55.1 3/41,11_0" P A V L I IK E S I G N T E A M ARCHITECTURE, #AA�1 3391 6451 N. Federal Highwa$uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com r_mawm- 0 son %::=a Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitlar d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 IN PH- 407.841.9050 NG FOR LNG ENdINEERIWWW.tic-ongineers.com AINEE EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 STEEL BEAM, SEE PLAN. TYP. H55 COLUMN, SEE PLAN $ 50HED. t*""PIG,4L COLUMN CONNECTION 55.1 3/41,11_0" P A V L I IK E S I G N T E A M ARCHITECTURE, #AA�1 3391 6451 N. Federal Highwa$uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com r_mawm- 0 son %::=a Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitlar d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 IN PH- 407.841.9050 NG FOR LNG ENdINEERIWWW.tic-ongineers.com AINEE EB #0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L � CD ED 3/16 TYP = N J EL: SEE PLAN ----- _ _ _ _ ----------4-- ------- TYP E06E ANGLE: C T/PARAPET WALL —— -L-5x3x1/4xGONT. (LLV) �"� U PARAPET WALL, REINF. NOT `// V 0 SHOWN FOR CLARITY.3/16 2" (TYP) JOIST ■- SCUPPER BEYOND, CD p SEE ARCH. PLAN.(Dcn 3/16 3" TYP r - ROOF DECK, 1/4:12 SLOPE. #5x24" L6 @ EA um (SEE PLAN) SET OF EMBEDS TYP EDGE ANGLE: - - - - - - EL: SEE PLAN L-5x5x1/4xGONT. (LLV) - - p T/JOIST BRG EA. J015T u (TYP) 5/16 "K" SERIES ROOF DECK, 1/4:12 SLOPE. J5T, 5EE PLAN. (SEE PLAN) TYP "K" 5ERIE5 CO JOIST BR6 SEAT: Hasan S. Arouri P.E. EL: SEE PLAN L-4x4x3/5x0'-6" LG. Florida License #53319 T/JO I ST BR6 ---� _ TYP "K" 5ERIE5 J015T BR6 EMBED: TYP 3/I6 3" EP -3 ° TYP 3/16 TYP "LH" SERIES JUN 2 - 2008 J015T BR6 SEAT: TYP "LH" SERIES L&xbx7/16x0'-10 L6. J015T BR6 EMBED: a Seal EP -3 REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: "LH" SERIES DATE: JST, SEE PLAN. NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, '/Q�J �I DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE 11<11 I � I i J 0 f 5 T � f NCS '" 1 I l T 1 ® (� � ,� � INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY 55.1 3/Q°_11_0u PROJECT NUMBER: 008588 DRAWING NAME: STEEL DETAILS &SECTIONS DRAWING NUMBER: S5.1 .7 O 00 0 0 N N z 0 W Q W 0 Ill W N Ln U) In n, Ln i 0 Q 0 / W 0 Iv U 0 U) n � m V) Q) L� i 0 j U) 0 0 0 N 0 / / VIEW A "K" JOIST BEARING a EXTERIOR WALL- 3/411=11-011 /411=11-011 COMP051 TE METAL FLOOR DECK. EL: SEE PLAN r/ MEZZANINE SLAB W 1../1 -/'-'II I \ W1-1- 1 4-r-tI w 4\ FLOOR MEZZANINE SUPPORT IIA" BEAM, (5EE PLAN) "K" SERIES — J5T, SEE PLAN TIE BEAM BEYOND. GMU HALL BEYOND. ROOF DECK, 1/4:12 SLOPE (5EE PLAN) I\ JLI\IL..J J5T, SEE PLAN EL: SEE PLAN T/ 'IA" BEAM 81 "W" BEAM BEARING e INTERIOR BEAM 552 3/4'=I'-0' TYP "K" 5ERIE5 JOI5T BRG EMBED: PL-I/2"x10"x0'-10" A/ (4) 3/4"D I Ax5"LG H.5.A @ 6" O.G. X" SERIES JOIST. (TYP.) NOTE: DECK $ GRADE ANGLE REMOVE FOR GLAIRITY. "2 NOT U5E1) m 4 .. w o d d d d LU ° ° as d ° -0. ° d d .. d d 4 ° ° d CONC. TIE BEAM: (TB- ) ° SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) ° dd 44 °d Q ° e. d. d d d ' CMU WALL d � ° ° ° d. d a d d . CONCRETE COLUMN FLOCMEZZANINE 5U AISx40 .1. EL: E T/ STC CURTAIN (5EE ARC DETAILS. GOMPO51 TE METAL FLOOR DECK. EL: SEE PLAN j4 T/ MEZZANINE SLAB EL: SEE PLAN T/ TIE BEAM 11W" BEAM (SEE PLAN) SEE PLAN FOR EMBED TYPE CONCRETE COLUMN. Nam g SECTION i 'LAN COMPOSITE METAL FLOOR DECK. EL: SEE PLAN T/ MEZZANINE SLAB d "W" BEAM (SEE PLAN) � SECTION CONC. TIE BEAM: (TB- ) SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) MASONRY WALL REINFORCING: SEE PLAN FOR SIZE AND SPACING. (TYP) CONT. L6x6Q A/ 4" DIA. X 6" LONG STUDS @ 24" D.G. ° COMPOSITE METAL FLOOR DECK. EL: SEE PLAN T/ MEZZANINE SLAB �O TYP EDGE ANGLE: JI L-5x3x1/4xGONT. (LLV) DESIGN DEVELOPMENT ISSUE EA. DIST w 3/16 V I (TYP) d o TILT -UP GONG. HALL PANEL, RE I NF. NOT w 5HOAN FOR CLARITY 1/411/2 TYP I '4 ROOF DECK, 1/4:12 SLOPE. 5-5.2 (5EE PLAN) 1— d w -t EL: SEE PLAN d l T/JOIST BRG TYP "K" SERIES J015T BRG EMBED: �I. EP -3 "K" SERIES J5T, SEE PLAN. #5x24" LG @ EA TYP ''K" SERIES SET OF H.5.A. 015T BRG SEAT: L-4x4x3/SxO'-6" LG. TMP I/4 2@6 A` , .7 O 00 0 0 N N z 0 W Q W 0 Ill W N Ln U) In n, Ln i 0 Q 0 / W 0 Iv U 0 U) n � m V) Q) L� i 0 j U) 0 0 0 N 0 / / VIEW A "K" JOIST BEARING a EXTERIOR WALL- 3/411=11-011 /411=11-011 COMP051 TE METAL FLOOR DECK. EL: SEE PLAN r/ MEZZANINE SLAB W 1../1 -/'-'II I \ W1-1- 1 4-r-tI w 4\ FLOOR MEZZANINE SUPPORT IIA" BEAM, (5EE PLAN) "K" SERIES — J5T, SEE PLAN TIE BEAM BEYOND. GMU HALL BEYOND. ROOF DECK, 1/4:12 SLOPE (5EE PLAN) I\ JLI\IL..J J5T, SEE PLAN EL: SEE PLAN T/ 'IA" BEAM 81 "W" BEAM BEARING e INTERIOR BEAM 552 3/4'=I'-0' TYP "K" 5ERIE5 JOI5T BRG EMBED: PL-I/2"x10"x0'-10" A/ (4) 3/4"D I Ax5"LG H.5.A @ 6" O.G. X" SERIES JOIST. (TYP.) NOTE: DECK $ GRADE ANGLE REMOVE FOR GLAIRITY. "2 NOT U5E1) m 4 .. w o d d d d LU ° ° as d ° -0. ° d d .. d d 4 ° ° d CONC. TIE BEAM: (TB- ) ° SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) ° dd 44 °d Q ° e. d. d d d ' CMU WALL d � ° ° ° d. d a d d . CONCRETE COLUMN FLOCMEZZANINE 5U AISx40 .1. EL: E T/ STC CURTAIN (5EE ARC DETAILS. GOMPO51 TE METAL FLOOR DECK. EL: SEE PLAN j4 T/ MEZZANINE SLAB EL: SEE PLAN T/ TIE BEAM 11W" BEAM (SEE PLAN) SEE PLAN FOR EMBED TYPE CONCRETE COLUMN. Nam g SECTION i 'LAN COMPOSITE METAL FLOOR DECK. EL: SEE PLAN T/ MEZZANINE SLAB d "W" BEAM (SEE PLAN) � SECTION CONC. TIE BEAM: (TB- ) SEE PLAN AND "CONCRETE BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) MASONRY WALL REINFORCING: SEE PLAN FOR SIZE AND SPACING. (TYP) CONT. L6x6Q A/ 4" DIA. X 6" LONG STUDS @ 24" D.G. ° COMPOSITE METAL FLOOR DECK. EL: SEE PLAN T/ MEZZANINE SLAB �O DATE JI 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 w 05.15.08 d o m o w I ° 1— d w -t d l I Q1 �I. A I "W" BEAM (SEE PLAN) SEE PLAN FOR EMBED TYPE 3_� FLOOR MEZZANINE SUPPORT 552 3/4'1=11-011 d TILT -UP PANEL CONCRETE ° d WALL. (SEE ELEVATIONS) a ° — CONT. L&x6x� A/ 4" DIA. X 6" LONG STUDS @ 24" O.G. d ° COMPOSITE METAL d FLOOR DECK. ° d EL: SEE PLAN d ° T/ MEZZANINE SLAB CONT. L6x64 W/ 4" DIA. X 611 LONG STUDS @ 24" O.G. o 0 d d 4 d "W" BEAM (5EE PLAN) dd SEE PLAN FOR EMBED TYPE ° a j0__5ECTION 652 3/4'1,11_011 MEZZ, FLOOR DECK EDGE DETAIL .3/411=11-011 ,K, 1/4:12 SLOPE 'LAN PA VL IIKESIGN TEAM ARCHITECTURE, #AA�b3391 6451 N. Federal HighwcVuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com BCO&H 1==A Building Group BE&R Building Group )5 North Keller Road Suite 101 Maitlai FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE 0 SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EBJ 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue', Orlando, Florida 32801 PHI 407.841.9050 ENGINEERING www.tic-ongineers.com FOR ARCHITECTURE EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 � m i �- U_ V N U r—E ma t0 OW �cf) Lo LL Hasan S. Arouri P.E. Florida License 53319 JUN -2 - 2608 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM-ARCHTTECTURE,LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: STEEL DETAILS & SECTIONS DRAWING NUMBER: S5.2 SECTION 553 3/4",11_0° CONCRETE WALL PANEL: SEE PLAN (TYP.) PROVIDE ADDITIONAL 05's x2'-OLG. AT EACH ROW OF EMBED / WELD PLATE HEADED STUD ANCHORS. (TYP.) NOTE: THE NUMBER OF BOLT ROWS SHOWN (HERE AND ALL OTHER DETAILS THROUGH OUT THIS SET OF STRUCTURAL DOCUMENTS) 15 ONLY GRAPHICAL. ACTUAL NUMBER OF ROWS / CONNECTIONS ARE DESIGNED BY DELEGATED ENGINEER. THRU BOLTS: (A325 -N) FINGER TIGHTEN W/LONG SLOTTED (HORIZ.) HOLES IN BEAM WEB. (JAMMED THREADS AFTER ° INSTALLED) TYP. a° SEE PLAN ��=j'-F T/6%. BM. 4 d a "W" STEEL BEAM: SEE ° PLAN FOR SIZE. ° (TYP.) 1" RET a TOP 1/2" CLEAR INT. .'.K, 1/4:12 SLOPE. -05URE ANGLE: 4x CONT. (LLV) x5/16 ON VARIES, IN 2x4 1/2x5/5 ).C. MAX. 5/8" / II 2 1/4" _I N EF -1 (MAX REACTION 45K) W 18 BEAMS NOT INCLUDING EXTERIOR CANOPY OUTRIGGERS (9) 3/44 x 411 LG WELD HEADED 5TUD5 -0100 10" 400 211 (oil 211 N �J "2 SECTION 553 3/4��,�1_011 8N 1/ " 2 1/411 I N EF -2 (MAX REACTION 65K) W 14 4 WI& BEAMS (6) 3/4"0 x 4" LG WELD HEADED STUDS *511� EP -3 EP -4 IMAX REACTION 15K) IMAX REACTION 5K) ROOF /JOISTS AND ROOF /FLOOR W 12 BEAMS (4) 3/4"m x 4" LCs DECK W/ SUPPORT ANGLE WELD 4�fAPEp 6TllPS W (l) -3/4"m x 4" LG. (ALL EMBED PLATS 1/2'' THICK PLATE U.N.o.) 3� 5TEEL TO CONCRETE CONNECTION AND EMBEDS 553 N.T.9. EF -5 (MAX REACTION 1K) ROOF / FLOOR DECK W/ SUPPORT ANGLE W(2)-3/4110x4"LG. NT. 2x4 1 /2x3/5 �).G. MAX. �K, 1/4:12 SLOPE. -05URE ANGLE: 4x CONT. (LLV) �x5/I6 ON VARIES, IN EL: 5EE PLAN T/STEEL H55 "K" 5ERIE5 T/STEEL J015T JST, 5EE PLAN: + J015T ANGLED L 5x5x3/5x5" 1. H55 I5xbx5/I6 '� J015T 5 AT AT 5LO F CONT. GROUT FILLED "U" BLOCK WITH 05 BAR. (TYP. AT TOP OF PARAPET) IMI -1171: 5EE PLAN T/PARAPET m L "ATI EL: 5EE PLAN T/JO15T BRG 1: T/TIE BEAM w Ca i w I I CONC. TIE BEAM: (T5-1) I° SEE PLAN AND "CONCRETE ° BEAM SCHEDULE" FOR SIZE AND REINFORCING. (TYP.) QI CMU WALL (SEE PLAN) 1° CONTINUE RE INF. TO PARAPET BOND BEAM. ° I � JOISt :559 3/4",11_O11 TYP EDGE ANGLE. L-5x3xl/4xCONT. (LLV) W/ 3/4"0 HILTI KWIK BOLT 3 Q 32" O.G. ALIGN WITH GROUT FILLED CELLS. EA.015T 5/16 V I (TTP 1/4 1 1/2 TYP ROOF DECK, SLOPE. (5EE PLAN) "K" 5ERIE5 JST, 5EE PLAN. TYP IIKII 5ERIE5 J015T BRG SEAT: L-4x4x3/5X0'-6" LG. CONT. GROUT FILLED "U" BLOCK WITH 05 BAR (TYP. AT TOP OF PARAPET) EL: SEE PLAN T/PARAPET X al cel "All �E PLAN T/JOIST BRG T/TIE BEAM °1 ccl w Q° CONC. TIE BEAM: (T5-1) I� SEE PLAN AND "CONCRETE b BEAM SCHEDULE" FOR 51ZE AND RE INFORC ING. (TYP.) CMU WALL (SEE PLAN) I° CONTINUE RE INF. TO PARAPET BOND BEAM. iD E C< S53 3/4" =1'-0" vitw "AV, ING NSS BEAM VIEW11,411 I/4II TYP EDGE ANGLE: L-5x3x1/4xCONT. W/ 3/411 HILTI KWIK BOLT 3 s 32" O.C. ALIGN WITH GROUT FILLED CELLS. ROOF DECK, SLOPE. (5EE PLAN) JST, 5EE PLAN. "A11 EL: SEE PLAN f -i T/STEEL H55 "K" 5ERIE5 T/STEEL J015T JST, SEE PLAN. + J015T ANGLED L 5x5x5/5x5" L 3/160 5 H55 ISxbx5/16 '� J015T 5 AT AT 5LOPP TYP "K" SERIES J015T BRG EMBED: 5EE PLAN FOR EMBED TYPE "K" 5ERIE5 JOIST. (TYP.) NOTE: DECK $ METAL DECK REMOVE FOR GLAIRITY. 553 % 3/4"=1'-0" VIEW "All INCs HSS BEAM P A V L I 1K E S I G N T E A M ARCHITECTURE, #AA�� 391 6451 N. Federal Highwa'uite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com BCE&H V� Building Group BE &R Building Group 95 North Keller Road Suite 101 Maitla FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 IU7URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 • MAITLAND&FLORIDA 32751 TEL: 407-629-4288 • FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobri tz Cooper 255 S. Orange Avenue Orlando, Florida 32801 in PH, 407.841.9050 ENGINEER, N G www.tic-ongineers.com FOR ARCHITKCTURZ 9 EB 0000015 TLC NO: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 55 L � �, 00 i �- �LL N U� V � C •� c) O LO I�- um Hasan S. Aro uri P.E. Florida License #53319 JUN 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSi TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: 008588 DRAWING NAME: STEEL DETAILS & SECTIONS DRAWING NUMBER: 55.3. (2) 15 ALL AROUND PANEL PERIMETER (TYP,) TYPICAL TILT -UP PANEL REINFORCING "5s a IS" O.C. E.W. 05 GONER BARS W/ 2'_6° LEGS ('fTP., ALL COMERS.) EL�-"SEE PLAN r------ --------------- � ?/PARADE? �I ROOF LEVEL SUPPORT II EMBEDS, SEE DETAILS e FRAMING PLAN ?TP. o 0 0 0 0 0 FOR RE INF AROUND OPNCs'S, SEE DETAIL 3/56.1 (TYP) PROVIDE S?D ACI NK'S WHEN BARS CANNOT BE EXTENDED 4'-0"— PAST OPENING, � TYPICAL H1 — — — — — - - --- X ------- ----- Z � I'-6" MIN. 2'_0" MIN. �- TYPICAL TYPICAL w w N 5/4" JOINT (TYP) SEE TYP. UTILITY OPENING ABOVE STANDARD OPENING DETAIL ON THIS PAGE FOR ADDITIONAL REINFORCING FOR OPENINGS DIRECTLY ABOVE STANDARD OPENINGS. CONTRACTOR TO PROVIDE ADDITIONAL STEEL RE INF. FOR LIFTING AND HANDLING OF PANELS. iYPIGAL TILT -UP WALL PANEL FREINF. DIAGRAM 3/411211-011 �IC V - - +j II �+ / I I II II' II TYP ELEVATION PL. 5xSx3/S Sx13x112 W/ (6) 3/4" DIA. x 5" STUDS EMBED PL. ON EA. SIDE, TYP. DTL, 5/ 66.1 346 TYP. #4 HAIRPINS, E.F. HAIRPINS, S 30" 30" DTL. 5/66.1 WALL PANEI WALL PANEL, 6EE PLAN SEE PLAN NOTE: CONNECTION PLATES SHALL BE LOCATED AT 1'-0" ABOVE FINISH FLOOR, I'-0" BELOW JOIST/BEAM BEARING AND AT INTERMEDIATE JOINTS NOT TO EXCEED 51_011 O.C. (TYP,) TYPICAL TILT -UP WALL PANEL TO PANEL CONNECTION DETAIL w. vr,r.m• T/PARAPET EL: VARIES SEE ARCHITECTURAL ELEVATION —VERTICAL REINFORCING NVII BARS HORIZONTAL REINFORCING IIH11 BARS SLAB ON GRADE SEE PLAN FINISHED FLOOR EL: -0'-0" U.O.N. (REF.) SEE PLAN EL: -2'-0" U.O.N. (SEE PLANS) STRIP FOUNDATION BEARING ELEVATION SEE PLAN 1�1 TYPICAL TILT -UP PANEL REINFORCING x,i Nrs. 5/4" JOINT (TYP) `LOOR/ROOF BEAM OR DIST TOP CHORD, EE PLANS. MEED PLATE, SEE )TL. 5/56.1 TYI TYP ELEVATION 5x5x1/26" W/ STIFFENER PL. T CENTER. TYP. TYPICAL JOIST SUPPORT A7 TILT -UP PANEL JOINT s�� 3.•.v.m NOTE: PANEL REINF. IS NOT SNOII.N FOR CLARITY. NOTE: CONNECTION PLATES SHALL BE LOCATED AT 1'-0" ABOVE FINISH FLOOR, 1'-0" BELOW JOIST/BEAM BEARING AND AT INTERMEDIATE JOINTS NOT TO EXCEED 5'-0" O.C. (TYP.) TYPICAL TILT -UP WALL PANEL CORNER CONNECTION DETAILS 86.1 3/�':I'-0•• NOTE: 1. HALF OF REINFORCING INTERRUPTED BY OPENING SHALL BE PROVIDED EACH SIDE OF OPENING. 2. USE SAME NO. 4 SIZE ON ALL SIDES OF OPENING FOR EVERT ONE BAR CUT, BUT MIN. (2) #6 ON EACH 61DE OF OPENING, LIMITED TO 3 BARS MAX, SEE TILT -UP CONC. WALL ELEVATIONS. OPNG. INTERRUPTED HORIZONTAL REINFORCEMENT, TYP. INTERRUPTED VERTICAL REINFORCEMENT, TYP. M-05 x 4'-0" LONG TYPICAL a ALL OPENING CORNERS r�PicaL TILT -UP WALL 31 PANEL OPENING DETAIL CONIC. PANEL WALL EMBED PL. 4 &3/6 - W/ (2) 3/4"x5" H. 6TUD5. TYP. TYP. BACKER ROD 346 EA. SIDE AND 6x3 1/2x5/16x6" LIS SEALANT, TYP. HAIRPIN, TYP. 1611 �QII 1611 vv NOTE: CONNECTION PLATES SHALL BE LOCATED AT 1'-0" ABOVE FINISH FLOOR, 1'-0" BELOW JOIST/BEAM BEARING AND AT INTERMEDIATE JOINTS NOT TO EXCEED 5'-0" O.C. (TYP.) TYPICAL TILT -UP WALL PANEL �O AT INTERSEGTINCz LOCATIONS I I dl -4 I I tv 6C _ ICD 01 HORIZ ARS � I� rvIHORIZ�A S OP INC 4RIZ BA�2S va `n r Im Q SEE DTL. 1/56.1 FOR TYPICAL REINFORCING _INORIZ�ARS L SEE DTL. 315(o.] FOR REINFORCING AROUND OPENINGS, TYPICAL —XING ORIZ 5AR5 INORIZ B R5 C1211 ik 4� TYPICAL BAR PLACEMENT DETAIL I J MASONRY WALL REINF G. IN GROUT FILLED CELL, SEE PLAN FOR SIZE. (TYP.) DUR-O-WALL D/A 401 12 GA. HOT DIPPED GAL\/. ATTACH WITH 1/4" TAP GON5 x 1 1/2" 16" O.G. TYPICAL MASONRY WALL CONN. TO TILT -UP PANEL DETAIL P A V L I ]K E S I G N T E A M ARCHITECTURE, #AA��391 6451 N. Federal HighwVuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com • Buildin 9 Gros P BE&R Building Group 95 North Keller Road Suite 101 Maitla d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 a URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 8 SUITE 3 • MAITLAND, FLORIDA 32751 TEL: 407-629-4288 • FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PR 407.841.9050 ENGINEER IOR ARCNIT[CTURRING www.tic-ongineers.com EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L Q�LCL U� V_ C C CU ow Ow Q) ayn 0 ti LL Hasan S. Arouri P'E* Florida License 53319 JUN 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW, PROJECT NUMBER: 002528 DRAWING NAME: CONCRETE DETAILS & SECTIONS DRAWING NUMBER: S6.1 n EMBED PL. 4 &3/S W/ (2) 3/4"x5" H. EXTERIOR STUDS. TYP. m BACKER ROD NP EA. SIDE AND 346 SEALANT, TYP. 6x3 1/261111 LG HAIRPIN, TYP. 16" 1611 INTERIOR NOTE: CONNECTION PLATES SHALL BE LOCATED AT 1'-0" ABOVE FINISH FLOOR, 1'-0" BELOW JOIST/BEAM BEARING AND AT INTERMEDIATE JOINTS NOT TO EXCEED 5'-0" O.C. (TYP.) TYPICAL TILT -UP WALL PANEL CORNER CONNECTION DETAILS 86.1 3/�':I'-0•• NOTE: 1. HALF OF REINFORCING INTERRUPTED BY OPENING SHALL BE PROVIDED EACH SIDE OF OPENING. 2. USE SAME NO. 4 SIZE ON ALL SIDES OF OPENING FOR EVERT ONE BAR CUT, BUT MIN. (2) #6 ON EACH 61DE OF OPENING, LIMITED TO 3 BARS MAX, SEE TILT -UP CONC. WALL ELEVATIONS. OPNG. INTERRUPTED HORIZONTAL REINFORCEMENT, TYP. INTERRUPTED VERTICAL REINFORCEMENT, TYP. M-05 x 4'-0" LONG TYPICAL a ALL OPENING CORNERS r�PicaL TILT -UP WALL 31 PANEL OPENING DETAIL CONIC. PANEL WALL EMBED PL. 4 &3/6 - W/ (2) 3/4"x5" H. 6TUD5. TYP. TYP. BACKER ROD 346 EA. SIDE AND 6x3 1/2x5/16x6" LIS SEALANT, TYP. HAIRPIN, TYP. 1611 �QII 1611 vv NOTE: CONNECTION PLATES SHALL BE LOCATED AT 1'-0" ABOVE FINISH FLOOR, 1'-0" BELOW JOIST/BEAM BEARING AND AT INTERMEDIATE JOINTS NOT TO EXCEED 5'-0" O.C. (TYP.) TYPICAL TILT -UP WALL PANEL �O AT INTERSEGTINCz LOCATIONS I I dl -4 I I tv 6C _ ICD 01 HORIZ ARS � I� rvIHORIZ�A S OP INC 4RIZ BA�2S va `n r Im Q SEE DTL. 1/56.1 FOR TYPICAL REINFORCING _INORIZ�ARS L SEE DTL. 315(o.] FOR REINFORCING AROUND OPENINGS, TYPICAL —XING ORIZ 5AR5 INORIZ B R5 C1211 ik 4� TYPICAL BAR PLACEMENT DETAIL I J MASONRY WALL REINF G. IN GROUT FILLED CELL, SEE PLAN FOR SIZE. (TYP.) DUR-O-WALL D/A 401 12 GA. HOT DIPPED GAL\/. ATTACH WITH 1/4" TAP GON5 x 1 1/2" 16" O.G. TYPICAL MASONRY WALL CONN. TO TILT -UP PANEL DETAIL P A V L I ]K E S I G N T E A M ARCHITECTURE, #AA��391 6451 N. Federal HighwVuite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com • Buildin 9 Gros P BE&R Building Group 95 North Keller Road Suite 101 Maitla d FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 a URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 8 SUITE 3 • MAITLAND, FLORIDA 32751 TEL: 407-629-4288 • FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PR 407.841.9050 ENGINEER IOR ARCNIT[CTURRING www.tic-ongineers.com EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 L Q�LCL U� V_ C C CU ow Ow Q) ayn 0 ti LL Hasan S. Arouri P'E* Florida License 53319 JUN 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW, PROJECT NUMBER: 002528 DRAWING NAME: CONCRETE DETAILS & SECTIONS DRAWING NUMBER: S6.1 30'-6 i/511 P-5 25'-10 1/2" 1. .1, 24'-11 1/4" F-2 25'-6 7/S" 011: 311-1 1/4" SCUPPER (TYP.) SEE ARCH'L DRWGS. FOR EXACT SIZE AND LOCATION. 24'-11 1/411 I P A V L I]KE SIGN TEAM ARCHITECTURE, #AA�391 SCUPPER (TYP.) SEE 6451 N. Federal Highwcruite 1000 ARCH'L DRWGS. FOR Fort Lauderdale, FL 33308 EXACT SIZE AND Tel: 954 523 3300 LOCATION, Fax: 954 524 8370 www.pavlikdesign.com Building Group BE&R Building Group 95 North Keller Road Suite 101 Maitla I " • EL: 0'-0" FL 32751 — — — — — — — ---=—=--=—.=------ -------------- Tel: 407 659 8539 T/SLAB Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING ItJ WConsortium, Inc. T 1053 N. ORLANDO AVE.0 SUITE 3 • MAITLAND (FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB/ 7080 251-10 1/2" Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PHI 407.841.9050 ENGINEERING WWw.tic-engineers.com FOR ARCHITECTURE EB #0000015 TLC N0: DRAWING ISSUE DATE PROGRESS SET 02.15.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET 05.15.08 VALUE ENGINEERING 05.27.08 cv /116m W Qi 'C: LL � U c �v c cu HW CD EL: 01-011 %r- = T/SLAB ■ _1 um Hasan S. Arouri P.E. Florida License •53319 JU 2 - 2008 Seal REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: DATE: NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, NOTES: DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. A. ALL WALL PANEL ELEVATIONS SHOWN ARE INTERIOR ELEVATIONS (U.N.O.). PROJECT NUMBER: 5. ALL WALL PANEL W/ LEFT ELEVATIONS ARE SHOWN AS 15, ALL WALL PANELS NOTED AS (RIGHT) ARE OPPOSITE HAND (U.N.O.). 002528 C. ALL FANEL5 ARE 1 1/4" THICK. D. ALL PANEL OPENING LOCATIONS AND SIZES HAVE BEEN PROVIDED TO TLC BY PAVLIK DESIGN TEAM. REFERENCE ARCH'L, DRAWINGS FOR ADDITIONAL DRAWING NAME: DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES SHOULD OCCUR -CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. TILT -UP PANEL E. FOR TH05E WALL PANELS WHICH HAVE MITERED END AND / OR ENDS - DIMENSIONS SHOWN WOULD STILL NEED TO BE ADJUSTED TO ACCOUNT FOR A CHAMFERED EDGE ELEVATIONS (SEE DETAILS IN SHEET 56.1) COORDINATE CHAMFER AMOUNT WITH ARCH'L DRAWINGS ADJUST PANEL DIMENSIONS TO REFLECT. F. COORDINATE W/ ALL DISCIPLINES FOR MISCELLANEOUS/ ADDITIONAL OPENINGS NOT SHOWN ON PANEL ELEVATIONS INCLUDING (MECHANICAL, PLUMBING, SANITARY ;ELECTRICAL, ETC, DRAWING NUMBER: TILT -UP PANEL ELEVATIONS 1/4" = 1'-011 57.1 W ol 0 CSI QD FP�L TRAN� CARBON MONOXIDE DETECTOR, ALARM SYSTEM AND VENTILATION AIR CALCULATION FOR SERVICE BAYS AREA OF SERVICE BAYS = 11, 100 SQ. FC PER ASHRAE 82.1-2007 TABLE 15'4, MINIMUM EXHAUST RATE NR REQUIREMENT IS 1.5 CFM/SQ. FT FOR AUTO REPAIR ROOMS EXHAUST AIR REQUIRED = 11.100 x 1.5 = 16,650 CFM TOTAL VENTILATION AIR PROVIDED = 16,850 CFM EMERGENCY EXHAUST FAN EF -5 = 5'550 CFM EMERGENCY EXHAUST FAN EF -6 = 5,550 CFM EMERGENCY EXHAUST FAN EF -7 = 5'550 CFM THE SERVICE BAYS SHALL OPERATE WITH ROOFTOP UNITS RTU 1' 2 AND 3 PROVIDING A ~� TOTAL OF 2350 CFM (20%) OF OUTSIDE AIR CONSTANTLY DURING OCCUPIED HOURS. RELIEF FAN EF -2 WILL CON3TANLTY EXHAUST THE 2350 CFM OF OUTSIDE AIR BEING |NTRUDUCED BY RTU -1, RTU -2, RTU -3. EF -2 WILL SHUT DOWN WITH THE ACTIVATION OF THE VEHICLE EXHAUST FAN / EF -1). THE CARBON MONOXIDE DETECTORS SHALL W0NODR THE SPACE TO MAINTAIN LESS THAN 25 PPM. UPON DETCTUN OF CO ABOVE 25 PPM EMERGENCY EXHAUST FANS EF5, EF -6 AND EF -7 SHALL BE INDEXED TO OPERATE AND RTU UNITS SHALL SHUT-OFF. THE GARAGE DOORS SHALL OPEN AND AN AUDIBLE AND VISUAL ALARM SHALL SOUND. THE ALARM SHALL | BE MANUALLY RESET. FULLY LOUVERED DO0R3, SEE ARCH DW8S - ' PROVIDE CONCENTRIC DIFFUSER- TITU8 MODEL #CSR -P (48X24) 4000 CFM TOTAL SUPPLY UP �TO RTU -3 0N R00F SEE DETAIL #1 ON THIS SHEET ITTY"] .. . ... . .. . - FiUTD S/C����S R _ TOOL L ROOM HARVEY TELESCOPING DROP 80 SS 4 100 SS L 0 EMERGENCYE� 26x26] P i �ERVICE REFE� TO P UMBIN1 160 83 DRA\�lNG� � �� GENERAL NOTES: AUTO SERVICE BAY SHALL HAVE CARBON MONOXIDEMONITORING FOR CONTROL OF EMERGENCY EXHAUST FANS AND AUTOMATIC DOOR OPENER. REFERENCED NOTES: CO SENSOR/TRANSMITTER WITH HORN. MOUNT JO" AFF (Y) CO DETECTION SYSTEM CONTROL PANEL WITH STROBE AND HORN ABOVE. \^\/ AUTOMATIC ROLL UP DOOR SHALL FULLY OPEN UPON ACTIVATION OF EMERGENCY EXHAUST FANS. PROVIDE WALL PLAQUE WITH MINIMUM 2" LETTERING STATING, "VEHICLE EXHAUST SYSTEM IS DESIGNED FOR A MAXIMUM OF /10\ CONNECTED VEHICLES (50% DNER3OY). OPERATOR IS RESPONSIBLE FOR PROPER USE OF THE SYSTEM-" \o/ LOCATE VEHICLE EXHAUST SYSTEM EXHAUST FAN EF -1 CONTROL SWITCH NEXT TO EXHAUST SYSTEM PLAQUE. BUILDING CONTROL SYSTEM COMPUTER WORKSTATION STAIRS PARTS RTU- 7 11179 CD =2000� F17A ill —~ RA DUCT : SA DUCT PLENUM TRUSS --- ---`�-DIFFUSER RTU/CONCENTRIC DIFFUSER S[�T��W UC �ZZZ DUCT AS HIGH 12-" tu AS POSSIBLE DUCT HIGH --^760 Z32x18 DN - VEHICLE EXHAUST DUCT SYSTEM 120A 1 00 SSA 80 SS PROVIDE CONCENTRIC DIFFUSER TITUS. MODEL #CSR -P (48X48) 4000: PFM TOT SUPPLY. SEE UP TO DETAI, SHEET EF- 2 RTU- 2 Lo 1808 VEHICLE EXHAUST DUCT SYSTEM 140 EMERGENCY EF -6-\\, I\ 26x26 P-4 CARBON MONOXIDE VEHICLE EXHAUST (EF -1) I- 1 1 YP, SYSTEM FAN ON ROOF. 140 SS STACK UP * * * ^ | | ^' � * "j,+ * * * * * * v * * * � Fj 'IEPA�T�E�T * CIy,N 3 * « * ^ * * * * ^ * * * * + \ - 161, 7 1 DO TECH TECH MENS LUNCH/TRAINING RESTROOM~ ' ----- PROVIDE CoNC8qTRIC DIFFUSER ------ TITUS MODEL #CSR -P (48X48) 4000 CFM TOTAL SUPPLY UP / TO RTU -3 ON ROOF. SBE i--�-�--- DETAIL 81 ON THIS SHEET o . | / pER | �-RTU- J 80 SS EMERGENCY ���.2 \ /�/ \ �^ 9 SE�C �RIVE/CAVlN�11 P PAVL|K DESIGN TEAM ARCHITECTURE LLC #/V\0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 9545248370 VVww.paVl'kdes'gM.cC}00 Bumilding Grou- BE&R Building Group 495 North Keller Road Suite 101 Maitland F[32751 Tel: 407659 8539 Fax: 4078318299 1��l SII(Consortium, Inc. ^mz N. um^wDO AVE. NSUITE o 9 MAITLAND FLORIDA 327= TEL, +07-629-428°nmSIwILE 407-629-1656 0 EBw ,mm U U Tilden Lobnhz Cooper 255 S. Orange Avenue Orlando, Florida 32801 In PH- 407.237.6122 FOR ARCHITECTURE WWW' - 9 EB #0000015 TLC NO:107630 imm mm SEAL REVIEWED 8c APPROVED BY:_______ SAS PROJECT MANAGER |N|T|AL3:_______ DATE: ___�05.12�.08 41 NOTE. c�..... ��..... . c�������/ I— DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE 41 INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY 41 .11 PROJECT NUMBER: DRAWING NAME: -----� Floor . � Plan � DRAWING NUMBER: 00 1/811=11-011 PA401 id U U � ~�� ~ » ^ * * * * * * * * * * 161, 7 1 DO TECH TECH MENS LUNCH/TRAINING RESTROOM~ ' ----- PROVIDE CoNC8qTRIC DIFFUSER ------ TITUS MODEL #CSR -P (48X48) 4000 CFM TOTAL SUPPLY UP / TO RTU -3 ON ROOF. SBE i--�-�--- DETAIL 81 ON THIS SHEET o . | / pER | �-RTU- J 80 SS EMERGENCY ���.2 \ /�/ \ �^ 9 SE�C �RIVE/CAVlN�11 P PAVL|K DESIGN TEAM ARCHITECTURE LLC #/V\0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 9545248370 VVww.paVl'kdes'gM.cC}00 Bumilding Grou- BE&R Building Group 495 North Keller Road Suite 101 Maitland F[32751 Tel: 407659 8539 Fax: 4078318299 1��l SII(Consortium, Inc. ^mz N. um^wDO AVE. NSUITE o 9 MAITLAND FLORIDA 327= TEL, +07-629-428°nmSIwILE 407-629-1656 0 EBw ,mm U U Tilden Lobnhz Cooper 255 S. Orange Avenue Orlando, Florida 32801 In PH- 407.237.6122 FOR ARCHITECTURE WWW' - 9 EB #0000015 TLC NO:107630 imm mm SEAL REVIEWED 8c APPROVED BY:_______ SAS PROJECT MANAGER |N|T|AL3:_______ DATE: ___�05.12�.08 41 NOTE. c�..... ��..... . c�������/ I— DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE 41 INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY 41 .11 PROJECT NUMBER: DRAWING NAME: -----� Floor . � Plan � DRAWING NUMBER: 00 1/811=11-011 PA401 id U U � O O a_ N J co 00 C) C7 N N c.0 �1 v N N 1 cn a� Q) s / CL w I c� a: v Z7 O CJ U) m Q L- _ I (D Qa r- 0 In O 0 0 N / O O 0 N PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com ■ BumildIng Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. • SUITE 3 • MAITLAND I FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-829-1858 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PHS 407.237.6122 E N G I N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 3ro -6 !Fm ANAm U U� �v cE ■ c) U.) r- Um Leland D. Eisenhower, P.E. Florida License #54448 REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM—ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: MEZZANINE PLAN HVAC DRAWING NUMBER: 1/811 = it-oflit-o M2.2 U L4 U Q LF) N N O (6 00 O C7 N N C� N S v / W S I -05 O v - C C7 c.n M �> as V) _) 0 I O n QO r` 0 rn 12 a I CD 0 N [n O O .-0 C- u u O r' N C) W f— BRACKET UPPER STACK TO DISCH DUCT ADAPTOR AT FAN INLET WEATHERPROOF, CHEMICAL RESISTANT FLEX CONN. SS DUCT —� SS DUCT SUPPORT 6' MIN. STACK STAINLESS STEEL STACK AND FAN DISCHARGE ADAPT, WEATHER HOOD TRAPPED HOUSING DRAIN TO PLBG, DRAIN RESTRAINED SPRING VIBRATION ISOLATOR L PRE -FAB ROOF WELDED STL, ANGLE EQMT, SUPPORT SUPPORT, ATTACH TO g� SEE DETAIL ROOF EQUIP. SUPPORT MIN, ROOF NOTE: ALL ROOF MOUNTED EQUIPMENT MM, ALL HARDWARE & SUPPORTS MUST ADHERE TO CURRENT HURRICANE SHALL BE CORROSION RESISTANT CODES REGARDING ROOF TIE-IN AND AND WEATHERPROOF FOR OUTDOOR USE. WIND RESISTANCE. CENTRIF BLOWER EXHAUST FAN MOUNTING DETAIL SEE TABLE BELOW FOR MINIMUM RAIL CLEARANCE (X) —I N H ( EYE BOLT ANCHOR No Scale ROOFING - SEE ARCH. DRAWINGS ' 3/8" X 2-1/2" GALVANIZED FAN SECTIOI 24<36 X= 18 BOLTS FASTENED TO TOP CORD 48<60 1/4" THRU-BOLTS ANCHORSX > 60 OF STEEL JOIST (TYPICAL OF EIGHT - DIFFUSER S (TYPICAL OF EIGHT- 4 PER UNIT SIDE) 2 PER UNIT SIDE) ROOF FINAL FILTEf DECKING I I PLENUM SEI TOP CORD VIBRATION I`. PAD ALL AR OF STEEL of CURB U I� ..::: ,;:' •`; ':: a .;.'j' ,•S. r. * ...t` JOIST 3/8" BASE PLATE ATTACHED TO MFR'S I R ROOF CURB RIGID FILLER MATERIAL CONCRETE ROOF STEEL ROOFEXTENDED FULL LENGTH OF FACTORY EQUIPMENT RAIL FABRICATED ROOF CURB NOTE: ALL ROOF MOUNTED EQUIPMENT MUST ADHERE TO CURRENT HURRICANE CODES REGARDING ROOF TIE-IN AND WIND RESISTANCE. WIDTH OF MECHANICAL UNIT (INCHES) MINIMUM CLEARANCE ABOVE ROOF SURFACES (INCHES) < 24 X = 14 24<36 X= 18 36<48 X=24 48<60 X=30 > 60 X = 48 TYPICAL ROOFTOP EQUIPMENT RAIL MOUNTING No Scale NICOPRESS CONNECTOR OR 2-GALV. U -BOLTS (TYP. 4 PLACES) 1/4" TURNBUCKLE 1/4" AIRCRAFT CABLE PLASTIC COATED EYEBOLT PITCH POCKET 10" x 10" x 1/4" STL. PLATE FLAT WASHER LOCK WASHER NUT TIE -DOWN FOR ROOF TOP AIR HANDLING UNITS, ROUTE AIRCRAFT CABLE OVER TOP OF UNIT AND SECURE WITH EYE -BOLTS. MINIMUM TWO CABLES PER UNIT. SYSTEM SHAL MEET THE BUILDING CODE WIND LOAD CRITERIA. 11 I ROOFTOP UNIT No ScaleNo Scale NOTE: ALL ROOF MOUNTED EQUIPMENT MUST ADHERE TO CURRENT HURRICANE CODES REGARDING ROOF TIE-IN AND WIND RESISTANCE. COIL SECTION PRE -FILTER SECTION REMOVE & RELOCATE FACTORY O.A. INTAKE HOOD ASSEMBLY MIN. 36" AFR WITH WEATHER- PROOF GALV. DUCT ELBOW & EXTENSION. DUCT SHALL BE FULL SIZE OF HOOD CONNECTION TO MIXING SECTION BIRDSCREEN KING IhL TO CURI WEATHEf MASTIC DUCT & 2" MIN. GALV. M CROSS CORNER PRE-FAE CANT. (I ROOFINC INSULATI STRUCT. NOTE: ROUND DUCT SHOWN AS TYPICAL. OTHER DUCT SIMILAR. 7 DUCT ROOF PENETRATION No Scale FLEX CONN. (TYP.) ROUTE CONDENSATE LINE TO NEAREST ROOF DRAIN, FULL SIZE SUPPLY DUCT g I TYPICAL FLEX DUCT CONNECTION ELECTRICAL [ BIRDSCREEN CANT. STRIP FACTORY PRE CURB BACKDRAFT L,..... DRAW BAND )UUI SUFFUKI ;LAMP VELDED STEEL ANGLE >UPPORT. ATTACH '0 CURB " MIN. MIN. ;ECURE CURB TO 'TRUCT. DECK JUCT SUPPORT CLAMP FLEXIBLE DUCT SPIN -IN FITTING W/VOLUME CONTROL DAMPER (INSUL. PER SPEC. REQ'D.) NOTE: ALL ROOF MOUNTED EQUIPMENT MUST ADHERE TO CURRENT HURRICANE CODES REGARDING ROOF TIE-IN AND WIND RESISTANCE. ROOF UPBLAST EXHAUST FAN No Scale REMOVABLE COVER FOR ACCESS TO FAN FLASHING, SEE ARCH. DRWGS. ROOF CONSTRUCTION CONNECT DUCT WHERE INDICATED ON DRWGS. 45 DEGREE BOOT PAVLI K DESIGN TEAM TAP, TYPICAL ARCHITECTURE, LLC MANUAL BALANCING #AA0003391 DAMPER, TYPICAL 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com r-mam.10 Build RADIUS ELBOWS MAY BE USED oir IN LIEU OF SQUARE ELBOWS p BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 J Fax: 407 831 8299 W URBAN DESIGN PLANNING ENGINEERING TYPICAL LOW PRESSURE DUCTWORKItil 4 No Scale 1 SKConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND FLORIDA 32751 TEL.• 407-629-4288 ■ FACSIMILE 407-629-1656 EB# 7080 I I SPIN -IN FITTING W/VOLUME CONTROL DAMPER (INSUL. PER SPEC.) BLANK -OFF P WHERE REQU CEILING TEE i +--------- r------T L - - - - - -I EXTENDED OPERATOR ON BALANCE DAMPER DRAW BAND FLEXIBLE DUCT MAX. 8'-0" IN LENGTH FULLY EXTENDED. 5 DIFFUSER MOUNTING No Scale COOLING COIL UNION R I A m DRAIN PAN CASING SLEEVE -__CK (INSUL. PER SPEC.) )NE (INSUL PER SPEC.) THREADED CAP, HAND TIGHTENED THREADED CAP WITH 1/4"0 HOLE DRILLED IN TOP, HAND TIGHTENED, CONDENSATE DRAIN PIPING DIMENSIONS: A = FULL SIZE OF UNIT DRAIN CONNECTION B 11/2 TIMES FAN SUCTION STATIC PRESSURE C > FAN DISCHARGE STATIC PRESSURE PLUS 1/2 INCH COORDINATE MOUNTING/CURB HEIGHT AS REQUIRED TO PROVIDE PROPER CONDENSATE DRAINAGE. g AH�CONDENSATE DRAIN TRAP No LIGHT SLOPE TO DRAIN 2 3 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 L � W Co Qi }' mCU_ N~ U-2 (000 �E ma � _ � O LO LL Leland D. Eisenhower, P.E. Florida License #54448 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: HVAC DETAILS DRAWING NUMBER: M 7.1 CO TAIL PIPE EXHAUST SYSTEM TELESCOPING DROP NOTE: PRQVIDE CLAMP TO SEAL OFF HOSE WHEN RETRACTED. TELESCOPING DROP CONSISTS OF 3 SECTIONS OF HEAT RESISTANT. CRUSH RESISTANT TUBING. WITH A MAXIMUM EXTENDED LENGTH FROM DUCT TO ADAPTER OF 17 FEET. A RIGID VERTICAL EXTENSION DUCT SECTION CAN BE PROVIDED FOR EXTENDED LENGTH. TUBING ASSEMBLY TO BE FLANGE CONNECTED TO SADDLE ASSEMBLY OR AIR -FLOW SEE AS SPECIFIED. CRUSH RESISTANT EPDM CUFF -LINK TYPE ADAPTER IS DESIGNED TO FIT ALL SINGLE AND MOST TWIN TAILPIPE CONFIGURATIONS. THE THREE LOCKING SNAPS ALLOW UNIT TO BE SHUTT-OFF FOR REDUCED AIR FLOW. WHEN RETRACTED, UNIT IS HELD IN PLACE BY DOUBLE HOOK DEVICE. TUBING DROP, ADAPTER, AND SPECIFIED MOUNTING ASSEMBLY SHALL BE FATORY ASSEMBLED, FIELD ASSEMBLY NOT ACCEPTABLE. M FROM UNIT CONTROL MODULE EVAPORATOR DEFROST CONTROL TO MODULE SET @ 50'F. SET AT 55-F.SET AT 70T. 4 FS 4 /i w Q PROGRESS SET 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DESIGN DEVELOPMENT ISSUE DUCT WIDTH DOOR SIZE zW m z -j 0 14" THRU 20" 12" x 12" LU �7- l FAN SLEEVE LENGTH v w BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. (D)-IBD20 12" (305) o 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. (D)-IBD40 14" (356) 5. FIRE DAMPER SHALL COMPLY WITH UL STANDARD UL -555. 3 STANDARD FIRE DAMPER INSTALLATION 1 (D)-IBD60 16" (406) / o L-) C.._> El — — — ---E TO ROOFTOP UNIT LOW VOLTAGE PROGRAMMABLE SPACE TEMPERATURE/HUMIDITY SENSOR. RETURN AIR CONSTANT VOLUME RTU No Scale STYLE A ;TOR TYPICAL OVERLAP, ON ALL SIDES OF DAMPER cn 0 Z U 0 STYLE B w Q PROGRESS SET 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DESIGN DEVELOPMENT ISSUE DUCT WIDTH DOOR SIZE zW m z -j 0 14" THRU 20" 12" x 12" LU �7- 22" AND ABOVE 18" x 18" SLEEVE LENGTH v w BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. (D)-IBD20 12" (305) o 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. (D)-IBD40 14" (356) 5. FIRE DAMPER SHALL COMPLY WITH UL STANDARD UL -555. 3 STANDARD FIRE DAMPER INSTALLATION 1 (D)-IBD60 16" (406) No Scale STYLE R CARBON MONOXIDE (CO) TAILPIPE EXHAUST DIAGRAM STYLE LR 4 STYLE LR INSTALLATION FOR RUSKIN NO Scale MODEL #IBD -20 FIRE DAMPER NOTES: 1. FRAME WALL OPENINGS AS SHOWN. 2. DOUBLE VERTICAL STUDS ARE NOT REQUIRED FOR OPENINGS 36"Wx36"H OR SMALLER, 3. FULL LENGTH STUDS ARE NOT REQUIRED NEXT TO THE DAMPER IF THE SPACING FROM THE DAMPER TO THE FULL LENGTH STUDS DOES NOT EXCEED THE MAXIMUM STUD SPACING. THE OPENINGS MAY BE FRAMED WITH STUDS THAT ARE ATTACHED TO FULL LENGTH STUDS. 4. CONSULT THE AUTHORITY HAVING JURISDICTION FOR OTHER ACCEPTABLE FRAMING METHODS. 12" MAX 6" OR 16" V (152 OR 406) MAX -'--I SEE NOTE 3 RATED WALL — SEE NOTE 4 RTU -1 SEQUENCE OF OPERATION: 1. GENERAL: A. THE SYSTEM SHALL BE CONTROL[FD USING A PROGRAMMABLE THERMOSTAT AND HUMIDISTAT OR A COMBINATION TEMPERATURE AND HUMIDITY STAT. 2. COOLING/HEATING./DEHUMIDIFICATION: A. THE ROOFTOP UNIT WILL OPERATE THROUGH SPACE PROGRAMMABLE TEMP/HUMIDITY STAT. THE SPACE STAT WILL STAGE THE COMPRESSORS ON WHEN THE INDOOR AIR TEMPERATURE IS ABOVE THE SPACE SET POINT OF 75 DEGREES (ADJ.). AS THE RELATIVE HUMIDITY IN THE SPACE INCREASES ABOVE A SET POINT OF 60% RH (ADJ.) THE COMPRESSORS SHALL BE TURNED ON UNTIL THE SPACE REALITIVE HUMIDITY SET POINT 1S MET. THE AMBIENT THERMOSTAT WILL DE -ENERGIZE THE REFRIGERATION CIRCUIT AND ENABLE THE ELECTRIC HEAT WHEN THE OUTDOOR AIR DROPS BELOW THE SPACE THERMOSTAT SETPOINT. ALL CONTROLS NECESSARY FOR PROPER OPERATION SHALL BE PROVIDED INTEGRAL TO THIS UNIT. 3. EXHAUST FAN: B. INTERLOCKED EF -2 TO OPERATE WHEN RTU -1, RTU -2 AND RTU -3 ARE IN OPERATION. _ f 1/4" (6) MIN. —T SEE NOTE 1 SLEEVE (SEE NOTE 3) 1 2" (51) MAX MANUFACTURERS FIRE DAMPER INSTALLATION DETAIL No Scale RETAIL 11/2"X MIN. i NOTE NOTEh MANUf FABRIC SLEEV SHEET DUCT 165°F FUSIBI. LINK 11101111111 FASTED 6" MA) EACH FIRE R MATERI, 1 CONCRETE OR MASONRY CONSTRUCTION CLEARANCE 1/8" PER LINEAR FOOT BOTH DIMENSIONS. 1" MIN. U.L. LABELED FIRE DAMPER, (555) SECURE TO SLEEVE PLAIN "S" SLIP WRAPPED SHEET METAL DUCT DUCT WRAP W/VAPOR BARRIER (TYP.) CLOSURE TAPE (TYP.) METAL STUD CONSTRUCTION HOUR NOTES: PROGRESS SET 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DESIGN DEVELOPMENT ISSUE DUCT WIDTH DOOR SIZE PERMIT SET ISSUE 10" THRU 12" 8" x 8" 14" THRU 20" 12" x 12" 22" AND ABOVE 18" x 18" 2. 1 1/2"x1 1/2"xI/8" RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. 5. FIRE DAMPER SHALL COMPLY WITH UL STANDARD UL -555. 3 STANDARD FIRE DAMPER INSTALLATION 1 2 No Scale PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com N m %==A BuildGroupn BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 e URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 ► MAITLAND � FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB/ 7080 INTilden Lobnitz Cooper 255 S. Orange Avenue' Orlando, Florida 32801 PH- 407.237.6122 ENG I N E E R I N G wwwAIC-engineemcom FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 � m .�' U- 0-2 _V C: C 'S co 00 F- 0 Lo LLM Leland D. Eisenhower, P.E. Florida License #54448 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: Hvac Controls Details DRAWING NUMBER: M 8.1 0 c� 0 Ln 6d Ln Ln co0 0 Q0 0 C.) Ld a� a� ca_ z ' I 0 R 0 0 c v cn L L71 Cn 0 I 0 0 I CD N 0 0 c� c� PAVILI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND•FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-829-1858 • EB# 7080 ELECTRICAL SYMBOL LEGEND PROGRESS SET 02.21.08 BASIC MATERIALS BASIC MATERIALS CONT. PERMIT SET ISSUE FIRE ALARM/DETECTION SYSTEM TELEPHONE/COMPUTER RACEWAY SYSTEM SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SQ SINGLE POLE SWITCH BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, (SUBSCRIPT INDICATES ITEM CONTROLLED) SURFACE MOUNTED F❑ MANUAL PULL STATION --- X =MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR S3 THREE-WAY SWITCH BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS,CEILING SMOKE DETECTOR, PHOTO -ELECTRIC FLUSH MOUNTED ® TYPE UNLESS OTHERWISE NOTED -- --- N = # OF VOICE JACKS S4 FOUR-WAY SWITCH E = ELEVATOR WITH RECALL CONTACTS - — N = # OF DATA JACKS � BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, _ I =IONIZATION - N - # OF FIBER PORTS SP SINGLE POLE SWITCH SURFACE MOUNTED DUCT SMOKE DETECTOR N = # OF VIDEO PORTS WITH PILOT LIGHT _.._.._®.......... BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, FLUSH MOUNTED R =RETURN �� X N N N N COMMUNICATIONS INFORMATION OUTLET MTD. AT Sy+lp SINGLE POLE SWITCH S = SUPPLY ® ROOM # - OUTLET # RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. WITH WEATHERPROOF COVER BRANCH CIRCUIT CONDUIT CONCEALED ABOVE ® SUPERVISED CONTROL RELAY C = ABOVE THE COUNTER REFER TO SPECIFICATIONS FOR MANUFACTURER'S SWPL SINGLE POLE SWITCH CEILING OR IN WALL. CONDUIT SHALL INCLUDE W = WALL MOUNTED PART NUMBER. WITH WEATHERPROOF LOCKING .COVER PHASE, NEUTRAL AND GROUND CONDUCTORS � DUCT SMOKE REMOTE ALARM INDICATING LAMP, AS REQUIRED FOR CIRCUITS ( UNLESS OTHERWISE NOTED). W/ TEST SWITCH, WALL MOUNTED 72" AFF WALL PHONE SK SINGLE POLE KEY SWITCHP BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH =PAY PHONE SM MANUAL MOTOR STARTER WITH OVERLOAD HEATERS UNDERGROUND OR UNDER FLOOR. WALL MOUNTED 72" AFF ® TELEPHONE OUTLET PEDESTAL MOUNTED Sp DIMMER SWITCH BRANCH CIRCUIT CONDUIT EXPOSED � VISUAL COMBINATION AUDIBLE VISUAL AUDIBLE/ OUTLET FLOOR MOUNTED (1500 WATTS UNLESS OTHERWISE INDICATED) Ili— GROUND OR GROUND ROD AS NOTED NOTIFICATION DEVICE PROVIDE 70/110/177 MULTI -CANDELA DEVICE @= DUPLEX RECEPTACLE SET AT 70 CD TTB TELEPHONE/COMPUTER TERMINAL BOARD —uUP CONDUIT TURNING UP E} TWIST LOCK RECEPTACLE VISUAL SIGNALING UNIT, WALL MOUNTED T DN CONDUIT TURNING DOWN 177 MULTI -CANDELA DEVICE PROVIDE 70/110/177 CD T® SET AT 70 TELEPHONE TERMINAL CABINET ® PEDESTAL MOUNTED RECEPTACLE ] CONDUIT STUB _._ _ FT-si SPRINKLER TAMPER T~`\ TELEPHONE SYSTEM RACEWAY ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE —Z CONDUIT CONTINUED SWITCH CONNECTION WITH APPROPRIATE FLANGE. �- FLEXIBLE CONDUITFS SPRINKLER WATERFLOW FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE SWITCH CONNECTION GENERAL NOTES. AND ONE COMBINATION W/ VOICE/DATA .OUTLET FP FIRE ALARM SYSTEM PRINTER ® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES AND ONE COMBINATION W/ VOICE/DATA OUTLET LIGHTINGSNA ZONE ADDRESSABLE MODULE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 1. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. DUPLEX RECEPTACLE WITH TOP HALF SWITCHED O CEILING HEAT DETECTOR 135' F UNLESS OTHERWISE {---O--I FLUORESCENT STRIP FIXTURE INDICATED. 2. PROVIDE WORKING CLEARANCES ABOUT EQUIPMENT AS FOLLOWS: SIMPLEX RECEPTACLE (EWC DENOTES FACP A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH EWC ELECTRIC WATER COOLER. COORDINATE WITH EWC FIXTURE DESIGNATION—A ® FIRE ALARM CONTROL PANEL NEC 110. INSTALLER FOR MOUNTING HEIGHT) FLUORESCENT FIXTURE B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. CIRCUIT NUMBER —2 a -*---_ FApAP_ FIRE ALARM ANNUNCIATOR PLAN - FLUSH MOUNTED WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OR WP LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG - -- OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT @I-- GFI RECEPTACLE MOUNTED ABOVE COUNTER ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. TWO DUPLEX RECEPTACLES WITH COMMON COVER FLUORESCENT FIXTURE F /'-� �\ FIRE ALARM SYSTEM CONDUIT AND WIRING 3. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEMBLIES, DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED TWO DUPLEX RECEPTACLES WITH COMMON COVER WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS MOUNTED ABOVE COUNTER WALL MOUNTED FIXTURE WITH WALL OUTLET BOX ELECTRICAL RISER SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. 0 SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED 0 HID, FLUORESCENT, OR INCANDESCENT FIXTURE B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. M LIGHTING CONTROL TIME CLOCK FLUORESCENT, OR INCANDESCENT WALL WASHER. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. 0 PHOTOCELL, MOUNTED ON ROOF FACING NORTH ® MAIN ELECTRICAL SERVICE DISTRIBUTION BOARD. -- ACCENT FLOOD LIGHTING -AIMING AS INDICATED D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FG -N-01 GROUND BAR FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). EXIT LIGHT FIXTURE E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE PLUG-IN STRIP WITH RECEPTACLES, 18° O.C. UNLESS 0 DIRECTION ARROWS AS SHOWN INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. ® OTHERWISE INDICATED (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) TYPICAL NORMAL DISTRIBUTION PANEL. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 JUNCTION BOX WALL MOUNTED EXIT LIGHT FIXTURE SQUARE INCHES PER 100 SQUARE FEET. JUNCTION BOX- WALL MOUNTED LIGHT FIXTURE WITH ARMS AS SHOWN 0-0--El G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES ON ON DRAWINGSai TYPICAL NORMAL POWER AND LIGHTING BRANCH CIRCUIT SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. PANEL - ADDITIONAL TUBS AS INDICATED ON RISER. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. . TRACK WITH TRACKLIGHT FIXTURE (TRIANGLESE ■ CONDUIT SEAL -OFF FITTINGS INDICATE QUANTITY OF LIGHT FIXTURES) I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 SS SURGE SUPRESSOR BATTERY PACK WITH TWIN HEADS Ism= wq TYPICAL DRY -TYPE STEP DOWN TRANSFORMER - PAD INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. C3 OR RACK MOUNTED -WITH VOLTAGE, KVA AND C3 = SERVICE ENTRANCE DEVICE GROUNDING ELECTRODE SIZE SHOWN B3 = DISTRIBUTION BOARD DEVICE +ye 4. ALL DEVICES SHALL BE MOUNTED VERTICALLY, UNLESS OTHERWISE NOTED. A3 = PANELBOARD DEVICE LOCAL UTiUTY PAD MWED 7N30I45r UPE 5. THE FIRE ALARM SYSTEMS AND INFORMATION SHOWN WITHIN THESE DRAWINGS AND THE ST BUTTON - FSMOUNTED SPECIFICATIONS, DESIGN OF THE ENGINEER D, THESE OTHERWISE NOTEDNEMA3RFOR EXTER OR LOCATIONS LIGHTING CONTROLS UTILITY COMPANY PAD MOUNTED TRANSFORMER DRAWINGSAND SPEC FICATION AREIN COMPLIANCE NTH STATE RUENT 6RG1ORDS 3. 06 FOR DESIGN OF ALARM SYSTEMS. IT IS THE RESPONSIBLITIY OF THE CONTRACTOR TO SUBMIT ® MAGNETIC MOTOR STARTER OR CONTACTOR " ' ° " COMPLETE SHOP DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR PERMITTING SHALL BE IN COMPLIANCE WITH STATE RULE SIZE AS NOTEDOS CEILING MOUNTED OCCUPANCY SENSOR 360DUAL TECHNOLOGY SENSOR ' O ( ) IIEI�x AND REVIEW. THE SHOP DRAWINGS M UTILITY METER LOCATION 611315-33.006 AND NFPA 72, 1-5.1.3, SYSTEM DESIGN. EDH-X WATT STOPPER DDT -300 ELECTRIC DUCT HEATER MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER SOS WALL MOUNTED OCCUPANCY SENSOR SWITCH (PASSIVE INFRARED SENSOR) WATT STOPPER #WS -200-120/277-W ® VARIABLE FREQUENCY DRIVE DD DIRECT DIGITAL CONTROL PANEL 0 TRANSFORMER Lo 30AR NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED NF NF DENOTES NON-FUSED 30AR FUSED DISCONNECT 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP SIZE /# OF POLES L® 30/3 COMBINATION MAGNETIC MOTOR STARTER, SIZE & # OF POLES 3R 0 3 POLE UNLESS OTHERWISE NOTED ENCLOSURE NEMA RATING. NEMA STARTER SIZE ELECTRICAL DRAWING INDEX SHEET DESCRIPTION EOA LEGEND, NOTES & INDEX EO.2 RISER DIAGRAMS E1.1 SITE PLAN - ELECTRICAL E2,1 LIGHTING PLAN E3.1 POWER PLAN E3.2 ENLARGED PLANS E4.1 SYSTEMS PLAN E5.1 ROOF PLAN - ELECTRICAL E6.1 DETAILS E6.2 DETAILS E7.1 ELECT. SCHEDULES E7.2 ELECT. SCHEDULES NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. PAVILI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND•FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-829-1858 • EB# 7080 Wayne Edward Allred, P.E. Florida License #45800 m - _& SEAL: 491.IF� REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE. INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY WAW. PROJECT NUMBER: DRAWING NAME: LEGEND, NOTES & INDEX DRAWING NUMBER: E0m1 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 Wayne Edward Allred, P.E. Florida License #45800 m - _& SEAL: 491.IF� REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE. INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY WAW. PROJECT NUMBER: DRAWING NAME: LEGEND, NOTES & INDEX DRAWING NUMBER: E0m1 TRAC _ Al TRACT 1 SEMINOLE TOWNE CENTER REP LAT NL I L_INI IUM ANNA OCOORDINATE LOCATION OF TELEPHONE/CAN CONNECTION WITH TELEPHONE/DATA PROVIDER AND CAN PROVIDER. O COORDINATE CONDUIT ENTRVSTUB-UP WITH FLORIDA POWER & LIGHT CO. O4 FOR EXTERIOR LIGHTING CONTROL, SEE DETAIL #10, SHEET E6.1. LIGHTING FIXTURE SCHEDULE REQUIRED TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE LAMPS REMARKS NUM. TYPE SINGLE HEAD, ARM MOUNTED RECTILINEAR LSI GREENBRIAR - FLAT LENS - GRM-3(1) 250 MH F MT WHT FIXTURE MOUNTED 25A.F.G. SLA SITE LIGHTING FIXTURE WITH METAL HALIDE LAMP, ELECTRONIC BALLAST,FIELD 277 1 250W ROTATABLE REFLECTORS, FULL CUTOFF LENS,WHITE FINISH. SLA2 SAME AS "SLA" DUAL HEAD MOUNTED AT LSI GREENBRIAR - FLAT LENS - GRM-3(2) 250 MH F MT WHT 277 2 250W FIXTURES MOUNTED 25A.F.G. 180' GROUND STANCHION MOUNTED HID WIDE LSI DORAL DRM2 HF 400 MHR F MT W/DKA DRM2 23 WHT BRACKET PROVIDE STANCHION PAD MOUNT HARDWARE AND SLD FLOOD LIGHT, WHITE FINISH 277 1 40OW MH CONCRETE BASE. MOUNT 6'-0" FROM FRONT OF SIGN. SLE GROUND STANCHION MOUNTED HID WIDE LSI DORAL DRS HF 175 MHR F MT WHT W/BKA DRS SMC 23 WHT BRACKET 277 1 175W MH PROVIDE STANCHION PAD MOUNT HARDWARE AND FLOOD LIGHT, WHITE FINISH CONCRETE BASE. L RM2 HF 400 MHR F MT WHT FIXTURE MOUNTED ON BRACKET 10' A.F.G. ON SLF FLOOD LIGHT WITH CUT OFF VISOR AND 4M PO P DE C S. ELECTRONIC BALLAST. WHITE FINISH. III=TYPE III DISTRUBUTION II=TYPE II DISTRUBUTION V=TYPE V DISTRUBUTION P A V L I K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com mm amm. mom 24 &N a==& Building Group BE&R Building Group. 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 e URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1083 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND A FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7060 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 to PHS 407.237.0122 E N G I N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE g EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 A VALUE ENGINEERING 05.27.08 L � •1•+ m cu' LL h U L V C E •� Q0�/� VJ loco 0 u Wayne Edward Allred, P.E. Florida License #45800 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM—ARCHITECTURE. I.I.C. UNAUTHORIZED USE. DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: SITE PLAN ELECTRICAL DRAWING NUMBER: E1.1 0 F.1 M d 7 K IN 1�R L Ic L Ic L Ic L "::j , if..l L :. 5 5 5 5 K h 9 K h 9 K h 9 K h 9 SERVILE SHOP 11:3 WI �EX1g T i -T r -I- n EX1 � 9 K AIRS i _ III _I_ I� K h K h 12-0- N N L 9 EiA 9 3 I I I I 1 I 1 ------------------ K 9 K h 9 EM �9K h K h K h K h 9 9 9 9 9 K h K h K h K h K h K h 99 9 9 9 9 I ....... K h K h K h PARTS K h g EM WARE[d11USE 9 K h 9 9 9 2 K K � K h K h K h 0--- as TEC -1""—' -- = g C❑UNTE`R K h g K h K h K h K a K EX1 JEXI a ® EM 9 9 g 1 0 � 9 �1 1 - - T9 . - I 1 �9—- ... ............ ... . �- ---i ... � I I I �EM I .............. M- I 5 _- -----EM EX1 M d7 7 1 - _B 3 ( 3.2 ) I 3.9 - U -- . u - - _..aJ.._ - ....._. _ u _ .-.... EM K h J DISPLAY CASE -� 10 ..... — - P 9 P 9 P 9 P 9 P PEMg P 9 -R S / R I!t � ";� `, I'--C.��(---0-� g C NTE 81� Q 14 14 14.. 14 14 4 14 I K h EX 105 $ ie 10 Je10 1 JD 9 I A R ..f.. S 8 H3 E AGE "' 8 ! 8 A I l 14 1 �...... A _.-.... f bf f' K h11.7 A jJ/ 112 2 1 I f- 12 I 122 P I - EM 8 8, 9 9DIS"LAY CASE L_TF-E STYLE 14 I LP JP2- 5e A f A B CI J T I Q l J E A p I f J 0 012 e� 9 - O �8 L i I rll 14 9 - 9 OS $ STR❑❑�bfif'�12�� 2 14 i 12 B � ,� ED) EM 1.06 P e 9 8 010'' { ' . 10 ���.C Q10 ✓ '"J 14 -- - - - r - e10 .JANTT❑RS P 1 t�� e J e ROOM A � � A �f� / �L A f'�° `\ � X� Q v� t � � 14 10 L e L e L e L G L e I -.®g ECH ❑MEN K K o 10 10 107 12 12 ❑12 P g R E S T 9 _� _...... 5 5 5 5 1 U9 8 e Joe,`, ✓ �a ,,:. 9 0 10 J A? f r 'y14 Em EM . _.._ - --- - - e — 8_::.:-- _..._ (� 1 i L— . ,` j J SOS J M F_ S� w.;-' `: l �` .: � o • 08 ci8 REST ❑M 14 'a ... (� j:,i'a ia,.,,,ai'" {�,:;a. r „:. �, 9 K _.. " 108 A f hf ..c 1 l_ c 9 g FT 12 hf2,1 k" 14 Kr-) _ I 1 EM J e C C f\ 5 115 5 5 Ill I � . -- _ .I R I1 A.71 PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com BCN&N &=Xi 1W Buildming Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 FF uW URBAN DESIGN PLANNING ENGINEERING ItJ SKConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 . MAITL.ANDIFLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-829-1656. EEI# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PFb 407.237.6122 E N G I N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE g EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 63.28.08 PERMIT SET ISSUE 05.12.08 L enL U_ V a U.6 4a o V C -� o U i 1 , P.l o ter-_, err �.. i✓UL .'�ti '�6' a `-[. li �i: �✓ W �I' �� u ✓ 13'19,4/ ,4/ ti^ 41 w i I N, . `> Wayne Edward Allred, P.E. Florida License #45800 Q XD O XD OD I XD Q XD 1,, Q XfDI O XD O XD O XD XD 13 13 i C -� 13 13 , ,1 I_LII,.. Jrl 13 13 13 13 MJF I', - -------- -- ---- ---- -- --- -- - ti -­-� v // r~iL � ,v ,;. V ' ✓ ,-v V, ,� ..✓ v, -,V ,i, V ✓ � —7--, .. ,----'Tr---r�A---------�.-----� -- - -...-. ... i __. —. .. -------- U L L::: C — :. �-- - u. F 14 I ok%, M E N I y ✓ ✓ w a` u w w y 1 v y w 7 w � w y � ,� w ✓ w ' J v J✓ d 1 ✓ v ` V V, I "J• lel✓ ,. ii ',/ y � / J, 2.5 2. 8 3.1 3.2 3. 3 � 3:6 r.4.0 V - ----- — v ......_._- r ,✓ --.� / �' � .I. a: � ter- ..�' ���a��� GENERAL NOTES: PLAN NOTES: 1. ALL LIGHTING FIXTURES ARE CIRCUITED TO PANEL "HPI" MOUNT TYPE "R" FIXTURES IN ARCHITECTURAL COVE. UNLESS OTHERWISE NOTED. O PROVIDE INTERIOR CONTROL / OVERRIDE SWITCH. 2. FOR EXTERIOR LIGHTING CONTROL, SEE DETAIL #10, SHEET E6.1. O 3, FOR INTERIOR LIGHTING CONTROL, SEE DETAIL #11, SHEET E6.1. UP TO MEZZANINE LIGHTS. 4. CONNECT ALL EMERGENCY AND EXIT LIGHTS AHEAD OF LOCAL SWITCHING AND CONTROLS. r l SEAL: REVIEWED &APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM—ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: LIGHTING PLAN DRAWING NUMBER: 11 Ell 1/811=11 -0 1 EM Oa 2 L b L b L b L b L � I 3 � pal(( 3 I 3 I,i,' � 3 I4 1 ..... �: �;, �'),S y✓' K� .: v J�� . ..... -- b -„9 �,�K, YYY ' �'°�'__ , .rl.... .....I, �........ .. I .... .......� .f...... -. Y. F �.! �t� I;I(v� L b L b If.lV/i, b L b L L 3 �" 3 3 3 K h 9 K h 9 K h 9 K h 9 SERVILE SHOP 11:3 WI �EX1g T i -T r -I- n EX1 � 9 K AIRS i _ III _I_ I� K h K h 12-0- N N L 9 EiA 9 3 I I I I 1 I 1 ------------------ K 9 K h 9 EM �9K h K h K h K h 9 9 9 9 9 K h K h K h K h K h K h 99 9 9 9 9 I ....... K h K h K h PARTS K h g EM WARE[d11USE 9 K h 9 9 9 2 K K � K h K h K h 0--- as TEC -1""—' -- = g C❑UNTE`R K h g K h K h K h K a K EX1 JEXI a ® EM 9 9 g 1 0 � 9 �1 1 - - T9 . - I 1 �9—- ... ............ ... . �- ---i ... � I I I �EM I .............. M- I 5 _- -----EM EX1 M d7 7 1 - _B 3 ( 3.2 ) I 3.9 - U -- . u - - _..aJ.._ - ....._. _ u _ .-.... EM K h J DISPLAY CASE -� 10 ..... — - P 9 P 9 P 9 P 9 P PEMg P 9 -R S / R I!t � ";� `, I'--C.��(---0-� g C NTE 81� Q 14 14 14.. 14 14 4 14 I K h EX 105 $ ie 10 Je10 1 JD 9 I A R ..f.. S 8 H3 E AGE "' 8 ! 8 A I l 14 1 �...... A _.-.... f bf f' K h11.7 A jJ/ 112 2 1 I f- 12 I 122 P I - EM 8 8, 9 9DIS"LAY CASE L_TF-E STYLE 14 I LP JP2- 5e A f A B CI J T I Q l J E A p I f J 0 012 e� 9 - O �8 L i I rll 14 9 - 9 OS $ STR❑❑�bfif'�12�� 2 14 i 12 B � ,� ED) EM 1.06 P e 9 8 010'' { ' . 10 ���.C Q10 ✓ '"J 14 -- - - - r - e10 .JANTT❑RS P 1 t�� e J e ROOM A � � A �f� / �L A f'�° `\ � X� Q v� t � � 14 10 L e L e L e L G L e I -.®g ECH ❑MEN K K o 10 10 107 12 12 ❑12 P g R E S T 9 _� _...... 5 5 5 5 1 U9 8 e Joe,`, ✓ �a ,,:. 9 0 10 J A? f r 'y14 Em EM . _.._ - --- - - e — 8_::.:-- _..._ (� 1 i L— . ,` j J SOS J M F_ S� w.;-' `: l �` .: � o • 08 ci8 REST ❑M 14 'a ... (� j:,i'a ia,.,,,ai'" {�,:;a. r „:. �, 9 K _.. " 108 A f hf ..c 1 l_ c 9 g FT 12 hf2,1 k" 14 Kr-) _ I 1 EM J e C C f\ 5 115 5 5 Ill I � . -- _ .I R I1 A.71 PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com BCN&N &=Xi 1W Buildming Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 FF uW URBAN DESIGN PLANNING ENGINEERING ItJ SKConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 . MAITL.ANDIFLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-829-1656. EEI# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PFb 407.237.6122 E N G I N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE g EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 63.28.08 PERMIT SET ISSUE 05.12.08 L enL U_ V a U.6 4a o V C -� o U i 1 , P.l o ter-_, err �.. i✓UL .'�ti '�6' a `-[. li �i: �✓ W �I' �� u ✓ 13'19,4/ ,4/ ti^ 41 w i I N, . `> Wayne Edward Allred, P.E. Florida License #45800 Q XD O XD OD I XD Q XD 1,, Q XfDI O XD O XD O XD XD 13 13 i C -� 13 13 , ,1 I_LII,.. Jrl 13 13 13 13 MJF I', - -------- -- ---- ---- -- --- -- - ti -­-� v // r~iL � ,v ,;. V ' ✓ ,-v V, ,� ..✓ v, -,V ,i, V ✓ � —7--, .. ,----'Tr---r�A---------�.-----� -- - -...-. ... i __. —. .. -------- U L L::: C — :. �-- - u. F 14 I ok%, M E N I y ✓ ✓ w a` u w w y 1 v y w 7 w � w y � ,� w ✓ w ' J v J✓ d 1 ✓ v ` V V, I "J• lel✓ ,. ii ',/ y � / J, 2.5 2. 8 3.1 3.2 3. 3 � 3:6 r.4.0 V - ----- — v ......_._- r ,✓ --.� / �' � .I. a: � ter- ..�' ���a��� GENERAL NOTES: PLAN NOTES: 1. ALL LIGHTING FIXTURES ARE CIRCUITED TO PANEL "HPI" MOUNT TYPE "R" FIXTURES IN ARCHITECTURAL COVE. UNLESS OTHERWISE NOTED. O PROVIDE INTERIOR CONTROL / OVERRIDE SWITCH. 2. FOR EXTERIOR LIGHTING CONTROL, SEE DETAIL #10, SHEET E6.1. O 3, FOR INTERIOR LIGHTING CONTROL, SEE DETAIL #11, SHEET E6.1. UP TO MEZZANINE LIGHTS. 4. CONNECT ALL EMERGENCY AND EXIT LIGHTS AHEAD OF LOCAL SWITCHING AND CONTROLS. r l SEAL: REVIEWED &APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM—ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: LIGHTING PLAN DRAWING NUMBER: 11 Ell 1/811=11 -0 1 _5 U N d- 00 O 0 N N Q0 0) O O W N �n it r.� w i 0 Q: U 0 0 U) a� I O O U 0 N co U 0 C O N I/ PLAN NOTES: O1 PROVIDE CONNECTION TO HOSE REEL FOR LIGHT AND RECEPTACLE. O2 PROVIDE CONNECTION TO ELECTRIC LIFT. O3 PUSHBUTTON CONTROL STATION FOR OVERHEAD DOOR BY DOOR MANUFACTURER. O4 PROVIDE POWER CONNECTION TO ZIP DOORS. O PROVIDE 3 #12, 1 #12 GND-3/4" C. TO ZIP DOOR AND EF'S. �i MOUNT RECEPTACLE IN FLOOR BOX INDICATED ON SHEET E4.1. 1/8I. _ 11_��� 1 PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com !'Bcm&Nl. &==A Bumildming Grou BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-629-1656 • EBI/ 7080 Wayne Edward Allred, P.E. Florida License #45800 S EAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING E%CLUSNELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. =63f*1111,111T0111110 DRAWING NAME: 1 POWER PLAN DRAWING NUMBER: Ell DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 1 VALUE ENGINEERING 05.27.08 Wayne Edward Allred, P.E. Florida License #45800 S EAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING E%CLUSNELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. =63f*1111,111T0111110 DRAWING NAME: 1 POWER PLAN DRAWING NUMBER: Ell ENLARGED ELECTRICAL ROOM PLAN SCALE: 1/4" = V-0" PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com , i 7mm AL 1==1 Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE ■ SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH- 407.237.6122 E N G I N E E R I N G www.tic-onginears.com FOR ARCHITECTURE EB #0000015 TLC NO: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 L rn =, m U_ W n U2 �v cc .�c) H� o r - LL Wayne Edward Allred, P.E. Florida License #45800 SEAL: Q� REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: N ENLARGED PLANS DRAWING NUMBER: �1 E3m2 1 /4 _ - 11-011 1 0 _c-._ 0 CD O 00 0 N N (7 U w Q) »_L- / w w I 0 U Ti O CS Cn -Q) I n Q0 I-- 0 cn 0 0 0 N 0 0 (0 0 r'7 U ._J 1/811 = 11 1 PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Imom mm. 0 0 Ini2!j Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND•FLORIDA 32751 TEL: 407-629-4288 • FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 to PHS 407.237.6122 ENG I N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE EB #0000015 TLC NO: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 08.28.08 PERMIT SET ISSUE 05.12.08 Wayne Edward Allred, P.E. Florida License #45800 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: SYSTEMS PLAN DRAWING NUMBER: E4. 1 -u O -b 0 15 CL ci 66 00 of 0 N CO 0 Ln LJ M 0 0 L-. 0 N U 7) 0 75 n_ N r" C� 0 cfl 00 0 0 cll I �I C9 CSI CD 0 CO w cn 0 s n_ w d 0 71 E. 0 ,C 3 m N 0 Q0 r� 0 c�1 0 I 0 0 r� o r 0 0 0 / r� N i / P A V L I K DES I G N TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com W_ I �00 ON Bumilding Orcoup BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 F�ILIRBAN DESIGN PLANNING ENGINEERING 1�_J SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3. • MAITLAND &FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH, 407.237.6122 E N G 1 N E E R I N G wwwAlC-engineers.com FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 A VALUE ENGINEERING 05.27.08 m i fll J �--� LL U-2 � C CU 00 L0 Wayne Edward Allred, P.E. Florida License #45800 ly&4 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE. DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: DETAILS DRAWING NUMBER: E6.2 C A C NOTE: CONTRACTOR SHALL RUN A CONTINUOUS COPPER COUNTERPOISE ON ALL SITE C LIGHT CIRCUITS EXITING FROM THE SPACE FOR SECONDARY CABLES MAIN BUILDING ENVELOPE. CONDUITS TO BE EXTENDED 2" SPACE FOR PRIMARY ABOVE PAD WHEN USED. CONDUIT & CABLE I EXACT LOCATION OF CONDUITS TO BE SPECIFIED BY LOCAL UTILITY COMPANY ENGINEER. FINISHED GRADE DETECTABLE WARNING TAPE PER SPEC, B — _..__..-_ _........._... q° CRUSHED STONE TO BE yu I0.,00.,01/2" MIN. DIA. WHEN 00 16„op„ REQUIRED Oq° I�— — �OpLq to O pp0°C 00000 °q OOGgaO oUOopa°o ' qo°o °tip J NATIVE BACKFILL a — — — 0i THIS SIDE OF PAD MUST HAVE A MIN.CLEAR COUNTERPOISE WORKING AREA OF 6' FOR FUTURE MAINTENANCE OF PER SPEC. SITE -LIGHT CIRCUIT PVC CONDUIT SIZE TRANSFORMER & EQUIPMENT. ALL OTHER SIDES TO AS REQUIRED HAVE A MIN. OF 3'. PLAN VIEW C FINISHED GRADE SECTION AT SITE LIGHT C FINISHED PAVING SCALE: NONE 0v 00 - - CJO�J 0 lJ p 0 4 — C7� O� D�}IO�O 0 0 0 0 CRUSHED STONE LIGHT POLE NOTES: 2-3/8” TENON (VERIFY) WITH PROVISION AROUND PAD NOTES: THE GROUND SHALL BE LEVELED 0 FOR WIRING, COORDINATE WITH POLE AND AND THOROUGHLY COMPACTED BEFORE LUMINAIRE MANUFACTURER. THE PAD IS INSTALLED O SQUARE TAPERED DIRECT BURIAL POLE; 2 SIDE VENTILATION SHALL BE PROVIDED LIGHTNING AIR HUGHES OR APPROVED EQUAL; TYPE III TRANSFORMER KVA A B C D E IF THERE IS A WALL CONSTRUCTED AROUND LUMINAIRE TERMINAL LOCATE POLES A MINIMUM OF 5' FROM" " THE TRANSFORMER 7 500 75 60 18 48 22 PAVED AREAS. 75 2500 87" 170"1 28" 60" 28" IF THE PLANS INDICATE A NUMBER OWIRING HANDHOLE - MINIMUM 3" x 5" WITH OF CONDUCTORS BEYOND THE MAXIMUMS ALUMINUM COVER AND STAINLESS STEEL SHOWN IN TABLE A SUPPLY A JUNCTION SCREWS. BOX FOR TERMINATION OF THE CONDUCTORS. SFORMER PAD OTERMINATE CONDUIT INTERNALLY ADJACENT TO HANDHOLE. 1 O5 SLOPE TO SURROUNDING FINISHED GRADE. CALF: NONE OBACKFILL EQUAL TO EXISTING SURROUNDING AREA. �7 1.5 CU YD. CONCRETE; 3000 PSI, 28 DAY O5/8" x 10' COPPERWELD GROUND ROD AND #6 BARE CU. TO FIXTURE AND SURGE SUPPRESSOR. //�� "-- -- O9 12" COARSE GRAVEL SETTING BED. MINIMUM 3" x 5" CONDUIT ENTRANCE, 11 CONDUIT AND WIRE FROM/TO NEXT FIXTURE. COMPACTED NATIVE ai"-o" 12 HANDHOLE/PULLBOX PER DETAIL 6, THIS SHEET BACKFILL 15 AT EACH POLE WITH GROUND ROD WITHIN. FINISNED GRADE 13 PROVIDE SURGE SUPPRESSOR IN EACH POLE HANDHOLE; PHASE TO GRD. AND NEUTRAL TO GROUND; JOSLYN "SHA" SERIES WITH 12" 10"-01 INDICATOR. COORDINATE VOLTAGE. ALSO MAGNETIC MARKER TAPE PROVIDE FUSING. C=== 13 14 #6 BARE CU. TO FIXTURE AND SURGE O 36" MIN. 3 SUPPRESSOR. 14 15 PROVIDE EMBED OUTLET BOX FOR FLOODLIGHT 4 MOUNTING BRACKETS. II 5 _- 4 I1 8„ _ I/ -......_. 'I` II 12 GENERAL NOTE:0� O CLEAN SAND - —TT -L, PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR ALL EXTERIOR POLE MOUNTED FIXTURES WITH SIGNATURE 10 - _ AND SEAL OF A REGISTERED PROFESSIONAL ENGINEER 6" PVC CONDUIT SUPPLIED - I CERTIFYING THAT THE FOUNDATION AND POLE/FIXTURE 11 ASSEMBLY MEETS OR EXCEEDS ANSI A58.1. THE BY FLORIDA POWER & LIGHT CO. AND `l INSTALLED BY THIS CONTRACTOR _ EXTERIOR POLE MOUNTED LIGHT FIXTURE ASSEMBLIES 4, I`" .. 7 SHALL BE CAPABLE OF WITHSTANDING WINDLOADS IN ACCORDANCE WITH ASCE 7-98. DESIGN WIND VELOCITY SHALL BE 160 MPH, GUST FACTOR OF 1.3. 1 g 3"x3" BASE EXPOSED CONDUIT AND J -BOXES ARE NOT ACCEPTABLE. DIRECT BURIAL POLE INSTALLATION 5 PRIMARY CONDUIT INSTALLATION n 2 SCALE: NONE SCALE: NONE COMPACTED NATIVE BACKFILL LIGHT VEHICULAR TRAFFIC FINISNED GRADE LOCKABLE COVER WITH "ELECTRIC"/"COMMUNICATIONS" FINISHED GRADE OR FLUSH 12" ENGRAVED LETTERS. PROVIDE WITH FINISHED SIDEWALK, STAINLESS STEEL BOLTS. REFER TO PLANS FOR LOCATION. o MAGNETIC MARKER TAPE 36" MIN. #2/0 CU COUNTERPOISE III_—III III __-III=III—III 0 4 CONDUIT PER ONE -LINE DIAGRAM O 0 CLEAN SAND 4„ COMPOSOLITE PULLBOX WITH SOLID BOTTOM WATERTIGHT AND GASKETED. MINIMUM SIZE 30" x 48" x 26" DEEP. NOTES: 1. NO SPLICES SHALL BE MADE IN PULLBOXES. 2, PULLBOX SHALL BE QUAZITE COMPOSOLITE NON -CONCRETE OR APPROVED EQUAL, WITH STACKABLE BOX EXTENSIONS AS REQUIRED. PULLBOXc V CONDARY CONDUIT INSTALLATION 3 SCALE: NONE ALE: NONE P A V L I K DES I G N TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com W_ I �00 ON Bumilding Orcoup BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 F�ILIRBAN DESIGN PLANNING ENGINEERING 1�_J SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3. • MAITLAND &FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH, 407.237.6122 E N G 1 N E E R I N G wwwAlC-engineers.com FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 A VALUE ENGINEERING 05.27.08 m i fll J �--� LL U-2 � C CU 00 L0 Wayne Edward Allred, P.E. Florida License #45800 ly&4 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE. DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: DETAILS DRAWING NUMBER: E6.2 MECHANICAL EOUIPMENT CONNECTION SCHEDULE TAG IDENTIFICATION EQUIPMENT LOCATION HP RATING LOAD (KVA) FLA VOLT/ PHASE STARTER DISC SWITCH PANEL (SEE NOTE 2) CKT. BRKR. RATING AMPS WIRE SIZE & CONDUIT NOTES NEMA SIZE MCP RATING (AMPS) NEMA ENCL FRAME RATING (AMPS) FUSE RATING (AMPS) NEMA ENCL 2X2 2 LAMP, RECESSED, INDIRECT WITH FOCAL POINT FLU-22-B-2-BX40-E-277-GSB-WH 277 2 40W 80 LAMP # FT40DL/835/RS CENTER PERFORATED SPLIT BASKET RTU -1 ROOF TOP UNIT ROOF - - 55 480/3 - - - 100 NF 3R - NOTE 1 3 #4, 1 #8 GND - 1 1/4"C. B RTU -2 ROOF TOP UNIT ROOF - - 55 480/3 - - - 100 NF 3R - NOTE 1 3 #4, 1 #8 GND - 1 1/4"C. RTU -3 ROOF TOP UNIT ROOF - - 55 480/3 - - - 100 NF 313 - NOTE 1 3 #4, 1 #8 GND - 1 1/4"C. 37 RTU -4 ROOF TOP UNIT ROOF - - 19 480/3 - - - 30 NF 3R - NOTE 1 3 #10, 1 #10 GND - 3/4"C. RTU -5 ROOF TOP UNIT ROOF - - 82 480/3 - - - 100 NF 3R - NOTE 1 3 #2, 1 #8 GND - 1 1/4"C. RTU -6 IROOF TOP UNIT ROOF - - 82 480/3 - - - 100 NF 3R - NOTE 1 3 #2, 1 #8 GND - 1 1/4"C. 277 RTU -7 ROOF TOP UNIT ROOF - - 27 480/3 - - - 60 NF 3R - NOTE 1 3 #8, 1 #10 GND - 1-C. EEX-7-1-G/EH-7/Ef-1-G RTU -8 ROOF TOP UNIT ROOF - - 40 480/3 - - - 60 NF 3R - NOTE 1 3 #8, 1 #10 GND - 1"C. RTU -9 ROOF TOP UNIT ROOF - - 6 480/3 - - - 30 NF 3R - NOTE 1 3 #12, 1 #12 GND - 3/4"C. LED SELF -POWERED EXIT SIGN FIXTURE, SURE LITES LPX7-0-G-WH-SD SEE PLAN DRAWINGS FOR MOUNTING CONFIGURATION EX1 UNIVERSAL MOUNT, GREEN LETTERS WITH 277 NA LED 10 AND CHEVRON DIRECTIONS. 5 EF 1 1EXHAUST FAN ROOF 3 - 4.8 480/3 1 10A 313 - - - - NOTE 1 3 #12, 1 #12 GND - 3/4"C. 5 EF 2 EXHAUST FAN ROOF 1/2 - - 120/1 - - - - - - - NOTE 1 2 #12, 1 #12 GND - 3/4"C. 5 EF 3 EXHAUST FAN ROOF 1/6 - - 120/1 - - - - - - - NOTE 1 2 #12, 1 #12 GND - 3/4"C. 32W EF 4 EXHAUST FAN ROOF 1/6 - - 120/1 - - - - - - - NOTE 1 2 #12, 1 #12 GND - 3/4"C. 5 EF 5 1EXHAUST FAN ROOF 1/2 - - 480/3 0 3A 3R - - - - NOTE 1 3 #12, 1 #12 GND - 3/4"C. 5 EF 6 EXHAUST FAN ROOF 1/2 - - 480/3 0 3A 3R - - - - NOTE 1 3 #12, 1 #12 GND - 3/4"C. 5 EF -7 EXHAUST FAN ROOF 1/2 - J3 480/3 0 3A 3R - - - - NOTE 1 3 #12, 1 #12 GND - 3/4"C. K 1X4 LENSED, 2 LAMP, SURFACE MOUNTED METALUX CR-2-32-A-UNV-G6-EB81-277-U 277 2 32W 64 LAMP # F032/835/XP/ECO FLUORESCENT FIXTURE EWH-1 ELECTRIC WATER HEATS JANITOR CLOSET - 4.5208/3 - - - 30 NF 1 - NOTE 1 3 #10, 1 #10 GND - 3/4"C. FLUORESCENT FIXTURE d22 L 1X4, 2 LAMP, SUSPENDED FLUORESCENT COLUMBIA LHEM4-254-WCB12-4EB5120-F3C5-LHHB-GLH5 277 2 54W 108 7 VL -1 VEHICLE LIFT SERVICE 2 - 208/1 - - - 30 - 12 - NOTE 1 2 #10, 1 #10 GND - 3/4"C. 216 FE 1 FREIGHT ELEVATOR PARTS 10 - 208/3 - - - 60 60 12 - NOTE 1 3 #8, 1 #10 GND - 1"C. SD -1 SECURITY DOOR PARTS 1 - 208/1 - - - 30 NF 12 - NOTE 1 2 #12, 1 #12 GND - 3/4"C. AC -1 AIR COMPRESSOR FLUIDS ROOM 10 - 14 480/3 - - - 30 NF 12 - NOTE 1 3 #10, 1 #10 GND - 3/4"C. 277 AC -2 AIR COMPRESSOR FLUIDS ROOM 10 - 14 480/3 - - - 30 NF 12 1 NOTE 1 1 3 #10, 1 #10 GND - 3/4"C. MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES: 1. SEE PANEL SCHEDULES FOR CIRCUIT BREAKER RATING. 2. SEE PANEL SCHEDULES FOR CIRCUIT NUMBERS, 3. VARIABLE FREQUENCY DRIVE (VFD) FURNISHED BY DIVISION 15, INSTALLED AND CONNECTED BY DIVISION 16. 4. COORDINATE ELECTRICAL EQUIPMENT RATINGS, FUSE RATING & TYPE AND WIRE SIZES SHOWN WITH MANUFACTURER'S EQUIPMENT SHOP DRAWINGS AND ADJUST AS NECESSARY. 5. MOTOR -RATED MANUAL SWITCH FOR DISCONNECTING MEANS IS TO BE MOUNTED ON OUTSIDE OF EQUIPMENT HOUSING. 6. PROVIDE SIZE AND TYPE FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 7, PROVIDE 250 VOLT, 30 AMP, TWIST -LOCK RECEPTACLE. MATCH NEMA CONFIGURATION OF EQUIPMENT. EQUIPMENT NOTE: FINAL EQUIPMENT SELECTION SHALL REQUIRE COORDINATION AND POSSIBLE MODIFICATION OF CIRCUITS, RECEPTACLES, PANELBOARDS, TRANSFORMERS AND FEEDERS. L. 0 c 0 y z, 0 C� N N CCa CJS C1 W In N cn n_ w I a Q U 0 c (J� S' m N TD I a r7 QD r j V) n I C) n N 0 0 0 I� N C)I LIGHTING FIXTURE SCHEDULE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 REQUIRED 05.12.08 TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE LAMPS VA REMARKS NUM. TYPE 2X2 2 LAMP, RECESSED, INDIRECT WITH FOCAL POINT FLU-22-B-2-BX40-E-277-GSB-WH 277 2 40W 80 LAMP # FT40DL/835/RS CENTER PERFORATED SPLIT BASKET 2X4, 2 LAMP, RECESSED INDIRECT WITH FOCAL POINT FLU-24x6-2451­10-D-277-GSB-WH LAMP #FP54/835/HO/ECO B CENTER PERFORATED SPLIT BASKET, MATTE 277 2 54W 108 WHITE FINISH, ELECTRONIC BALLAST LOW IRREDESCENT, CLEAR REFLECTOR, 4" PORTFOLIO H7493DT-SA90-9471-LI LAMP # 37MR16/IR/NFL25/C C RECESSED ADJUSTABLE MR16 ACCENT 120 1 37W 37 FIXTURE D TECNO LOW VOLTAGE TRACK HEAD ALICO FRH4300-16 LAMP # 50MR16/IR/SP 120 1 50W 200 E LOW VOLTAGE CUR`d„ DLE TRACK ALICO MONO -RAIL SYSTEM 120 0 TWIN HEAD EMERGENCY FIXTURE, NICKEL SURE LITES CC7NCSD-LASER DUAL VOLTAGE 120/277VAC EM CADMIUM BATTERIES, SELF DIAGNOSTIC 277 2 12W 28 SYSTEM, WHITE FINISH LED SELF -POWERED EDGE LIT EXIT SIGN SURE LITES EEX-7-1-G/EH-7/Ef-1-G SEE PLAN DRAWINGS FOR MOUNTING CONFIGURATION EX FIXTURE, UNIVERSAL MOUNT, GREEN 277 NA LED 10 AND CHEVRON DIRECTIONS. LETTERS - SINGLE OR DOUBLE FACE, NICKEL CADMIUM BATTERIES LED SELF -POWERED EXIT SIGN FIXTURE, SURE LITES LPX7-0-G-WH-SD SEE PLAN DRAWINGS FOR MOUNTING CONFIGURATION EX1 UNIVERSAL MOUNT, GREEN LETTERS WITH 277 NA LED 10 AND CHEVRON DIRECTIONS. WHITE PLASTIC HOUSING - SINGLE OR ' DOUBLE FACE F TECNO LOW VOLTAGE TRACK HEAD ALICO GL-PC700-07 LAMP # 50MR16/IR/SP 120 1 50W 200 H DIRECT WALL WASH RECESSED NEO RAY 70 -2 -T8 -EB -SI -S54 120 LAMP # F032/835/XP/ECO FLUORESCENT 2 32W 64 RECESSED, HORIZONTAL QUAD, CFL, 7" PORTFOLIO C7126 -E -7251 -LI LAMP # CF26DT/E/IN/835 OPEN REFLECTOR DOWNLIGHT 277 1 26W 26 2 -LAMP, RECESSED, HORIZONTAL CFL, PORTFOLIO C722& -E -1251 -LI LAMP # CF26DT/E/IN/835 J2 QUAD DOWNLIGHT, 7" CFL OPEN 277 2 26W 54 REFLECTOR RECESSED HORIZONTAL CFL, QUAD PORTFOLIO C7126 -E-7281 LI -3G LAMP # CF26DT/E/IN/835 J3 DOWNLIGHT, 7" CFL DIFFUSE GLASS LENS - 277 1 26W 26 WET LISTED K 1X4 LENSED, 2 LAMP, SURFACE MOUNTED METALUX CR-2-32-A-UNV-G6-EB81-277-U 277 2 32W 64 LAMP # F032/835/XP/ECO FLUORESCENT FIXTURE K2 8' SURFACE MOUNTED LENSED METALUX 8TCR-2-96-A UNV-G6-EB81-277-U 277 2 59W 118 LAMP # F096/835/ECO FLUORESCENT FIXTURE L 1X4, 2 LAMP, SUSPENDED FLUORESCENT COLUMBIA LHEM4-254-WCB12-4EB5120-F3C5-LHHB-GLH5 277 2 54W 108 LAMP # FP54/835/HO INDUSTRIAL HIGH -BAY FIXTURE L2 1X8' SUSPENDED FLUORESCENT INDUSTRIAL COLUMBIA LHEM8-454-WCB12-4EB5120-F3C5-LHHB-GLH5 277 4 54W 216 LAMP # FP54/835/HO HIGH -BAY FIXTURE 1X4' WALL MOUNTED 3- LAMP KENALL MLHAl2-48-R-MW-PP-3-54-PB5-1-277 LAMP # FP54/835/HO M FLUORESCENT FIXTURE WITH 277 3 54W 162 POLYCARBONATE LENS N 1X4' WALL MOUNTED 3 -LAMP FLUORESCENT METALUX BA U-2-32-UNV-GL-EB8-277-U LAMP # F032/835/XP/ECO FIXTURE WITH POLYCARBONATE LENS 277 2 32W 64 P 4' 1 LAMP FLUORESCENT STRIP, SURFACE METALUX SS-1-32-LTS-UNV-EB81-277-4B 277 1 32W 32 LAMP # F032/835/XP/ECO MOUNTED P2 ENCLOSED AND GASKETED FLUORESCENT FAIL-SAFE VRVT2-248-277 277 2 32W 64 FIXTURE XB 1X1, WALL MOUNTED EXTERIOR FIXTURE IN VUE VWS-70-MH-UNV-4S-277 277 1 70W MH 80 LAMP # MDP70/C/U/MED/840 XD 8" RECESSED METAL HALIDE, LENSED ERCO 81030.023 277 1 70W 70 LAMP # MC70T6/U/Gl2/830 DOWNLIGHT, MEDIUM BEAM REFLECTOR GENERAL LIGHTING NOTES: 1 ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 2 ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 3 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 4 ALL H.I.D. FIXTURES SHALL BE FUSED. ALL ELECTRONIC BALLAST FIXTURES SHALL NOT BE FUSED. 5 COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 6 PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 7 FIXTURES IN AREAS WITHOUT CEILINGS, OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH 11/2" X 11/2" KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREAD RODS. FIXTURES SHALL BE MOUNTED 10'-0" A.F.F. 8 PROVIDE ZERO DEGREE BALLASTS FOR ALL OUTDOOR LIGHTING FIXTURES. 9 ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. 10 IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL DICTATE. PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Buildming Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE.. SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1658 • EB# 7080 Tilden Lolmitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH, 407.237.6122 FOR ENGINEERING www.tic-engimers.com EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 Li y m J C V � C C t6 00 I- 0 LO Wayne Edward Allred, P.E. Florida License #45800 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN. LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: I ELECT. SCHEDULES DRAWING NUMBER: E7.1 O U c O a- 0 CJ CJ CO 00 0 0 N N N 0 CJ I" W V) a� W I n Q C) -O O c O (n 7E m _D a� i I a cb O O D I C7 O N cn O O C3 0 N C. MAIN BREAKER: 1000 AMPS MAIN LUGS: AMPS PHASE 3 WIRE 4 K.A.I.C. : 42 AMPS SURFACE MTD: X FLUSH MTD: POLES 20BY/120V 382.1 4BOY/277V X 240/120V 105.6 Name: MDP Project Name: FIELDS BMW Project Number: 107630 Fed From: UTILITY TRANSFORMER OTEkKT N IDENTIFICATION ODE LOAD KVA CIRCUIT BREAKER LOAD (KVA) oD IDENTIFICATION Ki 14 01 TRIP POLES POLES TRIP 382.1 1 MP1 - 105.6 150 3 3 175 92.9 - LP1 2 1.00 1.00 3 HP1 - 39.3 100 3 3 110 38.0 - LP2 4 0.0 0.0 5 TVSS 0 0.0 60 3 3 100 28.5 - CW 6 --- M 7 RTU -1 M 46.0 70 3 3 100 68.0 M RTU -5 8 RTU -7 M 9 RTU -2 M 46.0 70 3 3 100 68.0 M RTU -6 10 --- M 11 RTU -3 M 46.0 70 3 3 LIGHTING 3.9 M --- 1 SPACE ONLY 12 --- M 13 SPACE ONLY 7.5 -- - 3 3 1.00 3.9 M --- 1 LIGHTING SPACE ONLY 14 RTU -8 M 15 1 SPACE ONLY 1 45 3 3 3 1.5 M RTU -9 12 SPACE ONLY 16 --- TOTAL 282.9 TOTAL CONN LOAD: 577.2 KVA TOTAL DEMAND LOAD: 584.2 KVA TOTAL DEMAND AMPS: 703.5 AMPS NOTES: 1. SERVICE ENTRANCE RATED PANEL. 2. PROVIDE SURGE ARRESTOR ON LINE SIDE OF MAIN. 3. PROVIDE SHUNT TRIP MAIN BREAKER. 4. PROVIDE TVSS ON LOAD SIDE OF MAIN, 5. PROVIDE BUSSING PREPARED SPACE FOR (3) 225A, 3P CB. 295.4 CONN. LOAD ADJUST. KVA FACTOR DEMAND FACTOR EMAND LOAC KVA 44.0 1.25 1.00 55.0 52.1 ---- NEC 31.1 68.0 1.25 1.00 85.0 382.1 1.00 1.00 382.1 4.5 1.00 1.00 4.5 0.0 1.00 1.00 0.0 26.5 1.00 1.00 26.5 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 (L) LIGHTING (R) RECEPTACLES (M) LARGEST MOTOR (M) ALL OTHER MOTORS (H) HEATING (C) COOLING (0) OTHER (V) ELEVATOR (S) SPARES (D) DRYERS (X) X-RAY (K) KITCHEN TOTAL i LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA CONN. LOAD MAIN BREAKER: MAIN LUGS: K.A.I.C. : SURFACE MTD: FLUSH MTD: 225 X AMPS AMPS AMPS 3 POLE 49.1 3 4 X PHASE WIRE 208Y/120V 480Y/277V 240/120V FACTOR Name: MP1 Project Name: Project Number: Fed From: MDP FIELDS BMW 107630 FIELDS BMW 107630 MDP OTEr N OTE 3K7 NC IDENTIFICATION ODI A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE KVA OD B C IDENTIFICATION KT N T 1 RTU -4 M 5.3 113.9 KVA LARGEST MOTOR (M) 25 3 3 35 3.9 M AC -1 137.1 AMPS 2 3 --- M 72.6 5.3 L -- - - -- 1.00 3.9 M --- -- 4 5 --- M 1.00 1.00 5.3 -- - - -- 0.0 3.9 M --- 1.00 6 7 RTU -7 M 7.5 0.0 1.00 35 3 3 35 3.9 M AC -2 0.0 8 9 --- M 1.6 7.5 DRYERS (D) -- - - -- LIGHTING 3.9 M --- 1 10 11 --- M 0.0 20 7.5 -- - - -- 1.00 3.9 M --- 1 LIGHTING 12 13 RTU -8 M 11.0 1 1 45 3 3 20 1.5 M RTU -9 12 14 15 --- M 0.0 11.0 20 -- - - -- S 1.5 M --- LIGHTING 16 17 --- M L - 11.0 -- - - -- 20 1.5 M --- 0.0 18 19 EF -1 M 1.3 SITE LIGHTING L 20 3 1 20 0.0 S SPARE 20 20 21 --- M 1 1.3 19 -- - 1 20 21 0.0 S SPARE 1 22 23 --- M S SPARE 1.3 -- - 1 1 20 22 0.0 S SPARE 23 24 25 EF -5, 6, 7 M 0.8 0.0 S 20 3 1 20 0.0 S SPARE 25 26 27 --- M 1 0.8 1 -- - 1 20 24 0.0 S SPARE 1 SPARE 28 29 --- M 20 1 0.8 -- - 1 20 SPARE 0.0 S SPARE 26 30 31 SPARE S 0.0 20 20 1 1 20 0.0 S SPARE SPARE 32 33 SPARE S S 0.0 0.6 20 1 1 20 20 0.0 S SPARE 0.6 34 35 SPARE S 31 SPARE 0.0 20 1 1 20 1 0.0 S SPARE 20 36 37 SPARE is 0.0 32 33 20 1 1 20 0.0 S SPARE 1 38 39 SPARE S S 0.0 RECEPT, 20 1 1 20 20 0.0 S SPARE 0.0 40 41 SPARE S R RECEPT. 38 0.0 20 1 1 20 SPARE 0.0 S SPARE 0.0 42 30 20 1 25.9 25.9 25.9 41 S SPARE R 9.3 9.3 9.3 1 SPARE S LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA CONN. LOAD ADJUST. DEMAND DEMAND LOAD 3 POLE 49.1 3 4 X KVA FACTOR FACTOR KVA FIELDS BMW 107630 MDP 1.00 OTE 3K7 NC LIGHTING (L) 0.0 1.25 1.00 0.0 CIRCUIT POLES TOTAL CONNECTED LOAD: 105.6 KVA RECEPTACLES (R) 0.0 --- NEC 0.0 1 TOTAL DEMAND LOAD: 113.9 KVA LARGEST MOTOR (M) 33.0 1.25 1.00 41.3 3 DEMAND AMPS: 137.1 AMPS ALL OTHER MOTORS (M) 72.6 1.00 1.00 72.6 LIGHTING L 0.0 HEATING (H) 0.0 1.00 1.00 0.0 -- 0.0 0 0.0 COOLING (C) 0.0 1.00 1.00 0.0 LIGHTING PERCENT IMBALANCE: 0 % OTHER (0) 0.0 1.00 1.00 0.0 -- --- 6 ELEVATOR (V) 0.0 1.00 1 1.00 0.0 LIGHTING L 3.6 SPARES (S) 0.0 1.00 1 1.00 0.0 20 1.6 9 DRYERS (D) 0.0 1.00 1.00 0.0 LIGHTING L 1 X-RAY (X) 0.0 1.00 1.00 0.0 20 0.0 1.6 KITCHEN (K) 0.0 1.00 1.00 0.0 1 LIGHTING L 1 20 3.3 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR MAIN BREAKER: MAIN LUGS: K.A.I.C. : SURFACE MTD: FLUSH MTD: 100 42 X AMPS AMPS AMPS 3 POLE 49.1 3 4 X PHASE WIRE 208Y/120V 480Y/277V 240/120V NEC Name: Project Name: Project Number: Fed From: HP1 FIELDS BMW 107630 MDP 1.00 OTE 3K7 NC IDENTIFICATION CODI A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE B KVA ODE C 1.00 IDENTIFICATION KT N OTE 1 LIGHTING L 3.6 1.00 1.00 20 1 3 30 0.0 0. 1 0 TVSS 1.00 2 3 LIGHTING L 0.0 2.4 1.00 20 1 - -- 0.0 0 0.0 0 --- 0 --- 4 5 LIGHTING L 1.5 20 2.3 20 1 - -- --- 6 0.0 0 --- SPARE 6 7 LIGHTING L 3.6 1 1 20 1 1 20 1.6 9 L LIGHTING S 8 9 LIGHTING L 1 3.1 20 20 1 1 20 0.0 1.6 L LIGHTING ISPARE 10 11 1 LIGHTING L 1 20 3.3 20 1 1 20 1 S I SPARE 14 4.2 L LIGHTING S 12 13 LIGHTING L 1.8 0.0 S 20 1 1 20 1.1 S L LIGHTING 20 14 15 SIGN LIGHTING L - 1.6 SPARE 20 1 1 20 S 0.0 S SPARE 20 16 17 SITE LIGHTING L 0.0 S SPARE 2.5 20 1 1 20 0.0 S 0.0 S SPARE 1 18 19 SITE LIGHTING L 2.2 20 21 20 1 1 20 0.0 20 S SPARE 1 20 21 SITE LIGHTING L 22 2.4 23 20 1 1 20 0.0 0.0 S SPARE 1 20 22 23 SITE LIGHTING L 25 S SPARE 2.0 1 20 1 1 20 1 - 0.0 S SPARE 0.4 24 25 1 SPARE S 0.0 1 28 29 20 1 1 20 0.0 -- S SPARE --1 26 27 SPARE S 1 30 0.0 20 1 1 20 -- 0.0 S SPARE 0.0 28 29 SPARE S 1.0 0.6 0.0 20 1 1 20 1.5 0.6 0.0 S SPARE 32 30 31 SPARE S 0.0 0.6 20 20 1 1 20 0.0 M --- S SPARE 35 32 33 SPARE S 1.0 0.0 1 20 1 1 20 1.5 M I VEHICLE LIFT 0.0 S SPARE RECEPT, 34 35 SPARE S 20 1 0.0 20 1 1 20 R RECEPT. 38 0.0 S SPARE R 36 37 SPARE S 0.0 1 30 20 1 1 20 0.0 41 S SPARE R 38 39 1 SPARE S - 0.0 20 20 1 1 20 43 0.0 S SPARE 1.5 40 41 1 SPARE S 30 1.5 0.0 20 1 1 20 RECEPT. RECEPT. R R 0.0 S SPARE 1.0 42 1 1 - 2 -- 30 11.2 1 9.5 10.1 1 46 48 49 IRECEPT. 2.7 1.6 4.2 20 1 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR DEMAND FACTOR DEMAND LOAD KVA 39.3 1.25 1.00 49.1 0.0 --- NEC 0.0 0.0 1.25 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0. 1 1.00 1.00 0.0 0.0 1 1.00 1.00 0.0 0.0 1 1.00 1.00 0.0 TOTAL CONNECTED LOAD: 39.3 KVA. TOTAL DEMAND LOAD: 49.1 KVA DEMAND AMPS: 59.2 AMPS LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA 0.0 ADJUST. FACTOR 1.25 DEMAND (ACTOR 1.00 MAIN BREAKER: MAIN LUGS: K.A.I.C. : SURFACE MTD: FLUSH MTD: 60 X AMPS AMPS AMPS 3 POLE 0.0 3 4 X PHASE WIRE 20BY/120V 480Y/277V 240/120V 0.0 Name: Project Name: Project Number: Fed From: CWL FIELDS BMW 107630 PANEL CW VIA XFMR T -CLL SERVICE ENTRANCE RATED NEMA 3R ENCLOSURE 1.00 0.0 oT N IDENTIFICATION ODE A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE KVA OD B C IDENTIFICATION KT N T 0.0 1 VACUUM CLEANER 0 1.5 1.00 1.00 20 1 3 30 0.0 0 1 TVSS 2 1.00 3 VACUUM CLEANER 0 1.00 1.5 HEATING (H) 20 1 -- -- - 0.0 0 --- 4 0.0 0 --- 6 7 CAR WASH PANEL 0 1.5 20 1 40 -- 3 0.0 0 --- 6 ELEVATOR (V) 7 SPARE S 0.0 0 60 20 1 1 20 0.4 R DISPLAY RECEPT. 8 9 9 SPARE S --- 0.0 -- 20 1 1 20 - 0.0 S SPARE 10 0.0 11 SPARE S ISPARE S 0.0 20 1 1 20 3 0.0 S SPARE 12 13 S I SPARE 14 15 --- S 20 20 1 11 1 20 0.0 S SPARE 14 1 15 SPARE S --- 0.0 20 20 1 1 20 - 0.0 IS SPARE 16 0.0 17 SPARE S SPARE S 0.0 20 1 1 20 3 0.0 S SPARE 18 19 19 SPARE S 0.0 S -- 20 1 1 20 0.0 S SPARE 20 21 21 SPARE Is --- 0.0 20 20 1 1 1 20 - 0.0 S SPARE 22 1 0.0 23 1 SPARE Is 1 SPARE S 0.0 1 20 1 1 1 1 20 3 0.0 S SPARE 24 25 S SPARE 26 27 1.5 1 1.5 1.5 1 - -- 1 0.4 1 0.0 0.0 R RECEPT. 0.0 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA 0.0 ADJUST. FACTOR 1.25 DEMAND (ACTOR 1.00 DEMAND LOAD KVA 0.0 0.4 --- NEC 0.4 0.0 1.25 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 4.5 1.00 1.00 4.5 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 MAIN BREAKER: 100 AMPS MAIN LUGS: AMPS K.A.I.C. : 42 AMPS SURFACE MTD: X FLUSH MTD: 3 POLE TOTAL CONNECTED LOAD: 4.9 KVA TOTAL DEMAND LOAD: 4.9 KVA DEMAND AMPS: 13.6 AMPS PERCENT IMBALANCE: 21 % 3 PHASE 4 WIRE 208Y/120V X 480Y/277V 240/120V Name: CW Project Name: Project Number: Fed From: MDP FIELDS BMW 107630 r N IDENTIFICATION CODE A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE B KVA C OD IDENTIFICATION KT N1 OTI 1 CWL - 3.4 1.00 0.0 25 3 1 3 30 0.0 --- NEC 0 TVSS 2 3 --- - 0.0 2.1 1.00 -- - - -- ALL OTHER MOTORS (M) 0.0 1.00 0 --- 4 5 --- - HEATING (H) 0.0 2.0 -- - - -- R RECEPT. COOLING (C) 0.0 0 --- 6 7 CAR WASH PANEL 0 7.0 OTHER (0) 21.0 40 3 3 20 0.0 6 ELEVATOR (V) S SPARE 8 9 --- 0 60 7.0 SPARES (S) -- - - -- VL -1 0.0 9 S --- 10 11 --- 0 -- - 7.0 -- - - -- 100[d 10 0.0 S --- 12 13 ISPARE S 0.0 - 2 20 3 3 20 0.0 12 13 S I SPARE 14 15 --- S 20 0.0 - -- - - -- R RECEPT. 0.0 15 S --- 16 17 --- S 20 1 0.0 -- - - -- VL -1 16 0.0 S --- 18 19 SPARE S 0.0 2 - 20 3 3 20 0.0 18 19 S SPARE 20 21 --- S -- 0.0 2 -- - - -- VL -1 0.0 21 S --- 22 23 --- S 20 1 0.0 -- - - -- R RECEPT. 22 1 0.0 S --- 24 25 SPARE S 0.0 1 2 20 3 3 20 0.0 24 25 S SPARE 26 27 1--- is 20 0.0 - -- - - -- R RECEPT. 0.0 27 SI--- 1 28 29 1 --- Is 1 20 1 0.0 -- - - --1 VL -1 28 1 0.0 S --- 1 30 R 1.0 1 0.4 9.1 9.0 -- 20 1.5 M --- 0.0 1 0.0 1 0.0 RECEPT. R LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA CONN. LOAD ADJUST. DEMAND DEMAND LOAD 3 POLE 0.0 3 4 X KVA FACTOR FACTOR KVA 1.25 OTE Wr N IDENTIFICATION 'ODE LIGHTING (L) 0.0 1.25 1.00 0.0 BREAKER POLES TRIP TOTAL CONNECTED LOAD: 21.0 KVA RECEPTACLES (R) 0.0 --- NEC 0.0 S TOTAL DEMAND LOAD: 21.0 KVA LARGEST MOTOR (M) 0.0 1.25 1.00 0.0 0.0 DEMAND AMPS: 25.3 AMPS ALL OTHER MOTORS (M) 0.0 1.00 1.00 0.0 1.00 0.0 0.0 HEATING (H) 0.0 1.00 1.00 0.0 0.0 0 --- R RECEPT. COOLING (C) 0.0 1.00 1.00 0.0 PERCENT IMBALANCE: 13 % OTHER (0) 21.0 1.00 1.00 21.0 0.0 0 --- 0.6 R RECEPT. 6 ELEVATOR (V) 0.0 1.00 1.00 0.0 60 3 SPARES (S) 0.0 1.00 1 1.00 0.0 VL -1 8 9 DRYERS (D) 0.0 1.00 1 1.00 0.6 -- - - X-RAY (X) 0.0 1.00 1.00 100[d 10 11 --- KITCHEN (K) 0.0 1.00 1.00 - 2 30 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR MAIN BREAKER: MAIN LUGS: K.A.I.C. : SURFACE MTD: FLUSH MTD: 400 22 X AMPS AMPS AMPS 3 POLE 0.0 3 4 X PHASE WIRE 208Y/120V 480Y/277V 240/120V NEC Name: LPI Project Name: Project Number: Fed From: MDP FIELDS BMW 107630 VIA XFMR T-LP1 1.25 OTE Wr N IDENTIFICATION 'ODE A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE B KVA) qoD1 C IDENTIFICATION KT N 1 SPARE S 0.0 25.5 0.0 100 3 3 30 0.0 1.00 0 TVSS 0.0 2 3 --- S 1.00 0.0 0.0 -- - - -- 20 0.0 0 --- R RECEPT. 4 5 --- S L 0.0 -- - - -- 20 0.0 0 --- 0.6 R RECEPT. 6 7 FREIGHT ELEVATOR M 3.9 0.2 60 3 2 30 1.5 0.6 M VEHICLE LIFT VL -1 8 9 --- M M 3.9 0.6 -- - - -- 20 1.5 M --- R RECEPT. 10 11 --- M M 3.9 -- - 2 30 1.5 M VEHICLE LIFT VL -1 12 13 SPARE S 0.0 0.8 20 1 - -- 1.5 0.6 M --- R RECEPT. 14 15 SPARE S T 0.0 20 1 2 30 1 20 1.5 M VEHICLE LIFT VL -1 16 17 SECURITY DOOR M S 0.6 20 2 - -- 20 1.5 M --- 0.6 R RECEPT. 18 19 --- M 0.6 -- - 2 30 1.5 0.6 M VEHICLE LIFT VL -1 20 21 RECEPT. R R 1.0 0.6 20 1 - -- 20 1.5 MI__ R RECEPT. 22 23 RECEPT. R R 1.0 20 1 2 30 20 1 1 1.5 M VEHICLE LIFT VL -1 24 25 RECEPT. R 1.0 0.6 20 1 - -- 1.5 0.6 M --- R RECEPT. 26 27 RECEPT. R R 1.0 0.6 20 1 2 30 20 1.5 M VEHICLE LIFT VL -1 28 29 RECEPT. R R 1.0 20 1 - -- 20 1.5 M --- 0.6 R RECEPT. 30 31 RECEPT. R 1.0 0.6 20 1 1 2 30 1.5 0.6 M VEHICLE LIFT VL -1 32 33 RECEPT. R R 1 1.0 0.6 20 1 - -- 20 1.5 M --- R RECEPT. 34 35 CO MONITOR R R 1.0 20 1 2 30 20 1.5 M I VEHICLE LIFT VL -1 36 37 RECEPT, R 1.0 0.6 20 1 - -- 1.5 0.6 M --- R RECEPT. 38 39 RECEPT. R R 1.0 0.6 20 1 2 30 20 1.5 M VEHICLE LIFT VL -1 40 41 RECEPT. R R 1.0 20 1 - -- 20 1.5 M --- 0.6 R RECEPT. 42 43 RECEPT. R 1.0 1.5 20 1 2 30 1.5 0.6 M VEHICLE LIFT VL -1 44 45 47 RECEPT. RECEPT. R R H 1.0 1.0 20 20 1 1 - 2 -- 30 20 1.5 M --- 1.5 M VEHICLE LIFT VL -1 46 48 49 IRECEPT. R 1.0 20 1 - -- 1.5 M --- 0.7 M EF -2 50 51 RECEPT. R 1 0 1.0 20 1 2 30 1 20 1.5 M I VEHICLE LIFT VL -1 52 53 RECEPT. R R 1.0 20 1 - -- 1 20 1.5 M --- S SPARE 54 55 RECEPT. R 1.0 20 1 2 30 1.5 M VEHICLE LIFT VL -1 56 57 RECEPT. R S 1.0 20 1 - -- 20 1.5 M --- R I RECEPT. ROOF 58 59 RECEPT. R S 1.0 20 1 2 30 20 1.5 M VEHICLE LIFT VL -1 60 61 ZIP DOOR M 1.0 20 1 1 1 - -- 1.5 M --- 0.4 R RECEPT. 62 63 IRECEPT. R S 1.0 20 1 2 30 20 1.5 IM VEHICLE LIFT VL -1 64 65 RECEPT, R 1 S 1.0 20 1 - 1 20 1.5 IM11--- S SPARE 66 67 RECEPT. R 1.0 20 1 2 30 1.5 M VEHICLE LIFT VL -1 68 69 RECEPT. R S 1.0 20 1 - -- 20 1.5 M --- S SPARE 70 71 RECEPT. R S 1.0 20 1 2 30 20 1.5 M VEHICLE LIFT VL -1 72 73 SPARE S 0.0 20 1 - -- 1.5 M --- 0.0 S SPARE 74 75 SPARE S S 0.0 20 1 112 1 1 30 20 1.5 M VEHICLE LIFT VL -1 76 77 SPARE S S 0.0 20 1 - -- 20 1.5 M --- S SPARE 78 79 SPARE Is 1 0.0 20 1 1 20 1 0.0 S I SPARE 0.0 S SPARE 80 81 1 SPARE Is 1 S 0.0 20 1 1 20 20 0.0 S SPARE S SPARE 82 83 1 SPARE is 1 S 0.0 20 1 1 20 20 0.0 S I SPARE S SPARE 84 83 SPARE 12.5 1 12.9 1 13.5 OA 1 20 1 1 18.0 18.0 18.0 1 0.0 S I SPARE 84 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR DEMAND FACTOR DEMAND LOAD KVA 0.0 1.25 1.00 0.0 26.9 --- NEC 18.5 11.7 1.25 1.00 14.6 56.2 1.00 1.00 56.2 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 25.5 1.00 1.00 25.5 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 TOTAL CONNECTED LOAD: 120.3 KVA TOTAL DEMAND LOAD: 114.8 KVA DEMAND AMPS: 319.0 AMPS NOTES: 1. DOUBLE TUB PANEL. LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR DEMAND FACTOR MAIN BREAKER: MAIN LUGS: K.A.I.C. : SURFACE MTD: FLUSH MTD: 250 22 X AMPS AMPS AMPS 3 POLE 24.2 3 4 x PHASE WIRE 208Y/120V 480Y/277V 240/120V 17.1 Name: LP2 Project Name: FIELDS BMW Project Number: 107630 Fed From: MDP VIA XFMR T-LP2 1.25 1.00 OTE 3KT NC IDENTIFICATION GODE A LOAD PHASE B KVA C TRIP CIRCUIT POLES BREAKER POLES TRIP A LOAD PHASE B KVA) IFODI IDENTIFICATION C KT N T 0.0 1 DISPLAY CASE L 1.5 0.0 1.00 20 1 1 20 0.6 0.0 R RECEPT. 2 1.00 3 DISPLAY CASE L 1 1.00 1.5 0.0 20 1 1 20 0.6 R RECEPT. 4 5 DISPLAY CASE L 1.5 20 1 1 20 0.6 R RECEPT. 6 7 LIGHTING L 0.2 20 1 1 20 0.6 R RECEPT. 8 9 SECURITY DOOR M 0.6 20 2 1 20 0.6 R RECEPT. 10 11 --- M 10.6 R RECEPT. 12 13 RECEPT. R 0.8 20 1 1 1 1 20 0.6 R RECEPT. 14 T 20 1 1 1 1 20 0.6 R RECEPT. 16 17 SPARE S 0.0 20 1 1 20 0.6 R RECEPT. 18 19 R PT 20 1 1 20 0.6 R RECEPT. 20 1 21 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 22 23 RECEPT. R 1 0.6 20 1 1 20 1 0.6 R RECEPT. 24 25 IRECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 26 27 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 28 29 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 30 31 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 32 33 RECEPT. R 1 0.6 20 1 1 20 0.6 R RECEPT. 34 35 RECEPT. R 1 0.6 20 1 1 20 0.6 R RECEPT. 36 37 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 38 39 IRECEPT. R 0.6 20 1 1 20 0.6 R I RECEPT. 40 41 RECEPT. R 0.6 20 1 1 20 0.6 R RECEPT. 42 43 EWH-1 H 1.5 20 3 1 20 0.6 R RECEPT. 44 45 --- H 1.5 -- - 1 20 0.0 S SPARE 46 47 --- H 1.5 -- - 1 20 0.7 M EF -2 48 49 FACP 0 1.0 20 1 1 1 1 20 0.7 M EF -3, 4 50 51 RECEPT. R 0.6 20 1 1 1 1 20 0.0 S SPARE 52 53 SPARE S OA 20 1 1 20 0.6 R I RECEPT. ROOF 54 55 SPARE S 0.0 20 1 1 20 0.6 R I RECEPT. ROOF 56 57 SPARE S 0.0 20 1 1 1 20 0.0 0 LIGHTING CONTROL 58 59 SPARE S 1 0.0 20 1 1 20 1 0.4 R RECEPT. 60 61 SPARE S 0.0 20 1 1 20 0.0 S SPARE 62 63 SPARE S 0.0 20 1 1 20 0.0 S SPARE 64 65 SPARE S 0.0 20 1 1 20 0.0 S SPARE 66 67 SPARE S 0.0 20 1 1 20 0.0 S SPARE 68 69 SPARE S 0.0 20 1 1 20 0.0 S I SPARE 70 71 SPARE S 0.0 20 1 11 1 20 0.0 S SPARE 72 73 SPARE S 0.0 20 1 1 1 20 0.0 S SPARE 74 75 ISPARE S 0.0 20 1 1 20 0.0 S SPARE 76 77 SPARE S 0.0 20 1 1 20 0.0 S SPARE 78 79 SPARE S 0.0 20 1 1 20 0.0 S SPARE 80 81 SPARE S 0.0 20 1 1 20 0.0 S SPARE 82 83 SPARE S OA 1 20 1 1 20 1 0.0 S I SPARE 84 7.4 7.4 6.0 1 6.1 4.2 1 5.9 LIGHTING (L) RECEPTACLES (R) LARGEST MOTOR (M) ALL OTHER MOTORS (M) HEATING (H) COOLING (C) OTHER (0) ELEVATOR (V) SPARES (S) DRYERS (D) X-RAY (X) KITCHEN (K) CONN. LOAD KVA ADJUST. FACTOR DEMAND FACTOR DEMAND LOAD KVA 4.7 1.25 1.00 5.9 24.2 --- NEC 17.1 1.2 1.25 1.00 1.5 1.4 1.00 1.00 1.4 4.5 1.00 1.00 4.5 0.0 1.00 1.00 0.0 1.0 1.00 1.00 1.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.0 1.00 1.00 0.0 0.011 1.00 1 1.00 1 0.0 0.0 1.00 1 1.00 1 0.0 EQUIPMENT NOTE: FINAL EQUIPMENT SELECTION SHALL REQUIRE COORDINATION AND POSSIBLE MODIFICATION OF CIRCUITS, RECEPTACLES, PANELBOARDS, TRANSFORMERS AND FEEDERS. TOTAL CONNECTED LOAD: 37.0 KVA TOTAL DEMAND LOAD: 31.4 KVA DEMAND AMPS: 87.2 AMPS NOTES: 1. DOUBLE TUB PANEL. PAVLIK DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Mom MM. 0 0 nm BCE&N %:==a Bumilding Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 00-01 Kp • • • • • URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND •FLORIDA 32751 TEL, 407-629-4288 IN FACSIMILE 407-629-1656 • EB/ 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH, 407.237.6122 ENGINEERING FOR ARCHITECTURE www.tic-ongineers.com EB #0000015 TLC N0:107630 M, C L 4) '''' LL. 00 U� V • n 0 C LO um Wayne Edward Allred, P.E. Florida License #45800 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.os NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLCABLE BY LAW. PROJECT NUMBER: DRAWING NAME: ELECT. HED LE sc u s DRAWING NUMBER: E7.2 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 1 VALUE ENGINEERING 05.27.08 M, C L 4) '''' LL. 00 U� V • n 0 C LO um Wayne Edward Allred, P.E. Florida License #45800 SEAL: REVIEWED & APPROVED BY: WEA PROJECT MANAGER INITIALS: SAS DATE: 05.12.os NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLCABLE BY LAW. PROJECT NUMBER: DRAWING NAME: ELECT. HED LE sc u s DRAWING NUMBER: E7.2 c7 c� 0 0 0 66 00 0 0 N co t» _0 0 a> c cn a_ ILi r n c.� U 0 M m U) 0 M) CO r� c� O I r` 0 0 C") V) O O 0 N J PLUMBING FIXTURE SCHEDULE WC -1 FLOOR MOUNTED WATER CLOSET VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD. 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), 1 -INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE AND SOLID RING PIPE SUPPORT. SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT LESS COVER, BASIS OF DESIGN CHINA - AMERICAN STANDARD - 2234.015 FLUSH VALVE - SLOAN ROYAL "II" 111-XL-YK SEAT - BEMIS - 1655-SS/C WC -2 FLOOR MOUNTED ACCESSIBLE WATER CLOSET VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" TOP SPUD. 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), 1 -INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2 TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE, SOLID RING PIPE SUPPORT AND ADA HANDLE. SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH STAINLESS STEEL SELF SUSTAINING CHECK HINGE, OPEN FRONT LESS COVER. NOTE: FLUSH VALVE HANDLE SHALL FACE WIDE SIDE OF STALL. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 2305.100 FLUSH VALVE - SLOAN ROYAL "II" 111-XL-YK SEAT - BEMIS - 1655-SS/C U-1 WALL HUNG URINAL VITREOUS CHINA, 1.0 GALLON WALL HUNG, SIPHON JET URINAL WITH INTEGRAL FLUSHING RIM, INTEGRAL TRAP, WALL HANGERS, AND 2 INCH FEMALE FLANGED OUTLET CONNECTION. 1.0 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), 3/4 -INCH I.P.S. SCREWDRIVER CHECK ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 3/4" TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE AND SOLID RING PIPE SUPPORT. FULLY ADJUSTABLE URINAL CARRIER ADJUSTED TO STANDARD HEIGHT. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 6501.010 FLUSH VALVE - SLOAN ROYAL 186-1-XL-YK CARRIER - ZURN ZR -1222 U-2 WALL HUNG ACCESSIBLE URINAL VITREOUS CHINA, 1.0 GALLON WALL HUNG, SIPHON JET URINAL WITH INTEGRAL FLUSHING RIM, INTEGRAL TRAP, WALL HANGERS, AND 2 INCH FEMALE FLANGED OUTLET CONNECTION. 1.0 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), 3/4 -INCH I.P.S. SCREWDRIVER CHECK ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 3/4" TOP SPUD, DIE CAST WALL FLANGE WITH SET SCREW, SPUD FLANGE AND SOLID RING PIPE SUPPORT. FULLY ADJUSTABLE URINAL CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE SPECS. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 6501.010 FLUSH VALVE - SLOAN ROYAL 186-1-XL-YK CARRIER - ZURN ZR -1222 L-1 SELF -RIMMING LAVATORY VITREOUS CHINA LAVATORY, 20" X 17" OVAL, PUNCHED FOR 4" CENTERSET FITTING. 4" CENTERSET CHROME PLATED BRASS FAUCET WITH SINGLE LEVER HANDLE. CHROME PLATED STRAINER, CAST GRID STRAINER WITH 1-1/4" TAILPIECE, PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P -TRAP WITH CLEANOUT. 1/2" IPS X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 0476-028 FAUCET - CHICAGO 2200-4-E2605 STRAINER/TRAP MCGUIRE - 155A/8902 SUPPLIES - MCGUIRE - 2165 (1/2" IPS) L-2 ACCESSIBLE WALL HUNG LAVATORY VITREOUS CHINA LAVATORY, 20" X 18", PUNCHED FOR 4" CENTER FITTING AND CONCEALED ARM CARRIER SUPPORT. 4" CENTERSET CHROME PLATED BRASS FAUCET WITH SINGLE LEVER HANDLE. PRE -INSULATED CHROME PLATED WHEELCHAIR LAVATORY STRAINER, CAST GRID DRAIN PLUG WITH STRAINER AND OFFSET DRAIN ASSEMBLY WITH 1-1/4 INCH O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4 X 1-1/2" BRASS P -TRAP WITH CLEANOUT. PRE -INSULATED 1/2" IPS X 3/8 INCH COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. FULLY ADJUSTABLE LAVATORY CARRIER ADJUSTED TO ACCESSIBLE HEIGHT, SEE SPECS. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 0355.012 FAUCET - CHICAGO 2200-4E2805CP STRAINER/TRAP/STOPS - MCGUIRE -PW 2125WC CARRIER - ZURN ZR -1200 SERIES S-1 HAND SINK WALL HUNG 17" X 16" 18 GA STAINLESS STEEL WALL HUNG KITCHEN HAND SINK WITH CHROME PLATED GRID STRAINER AND CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" P -TRAP. 8" WIDESPREAD CHROME PLATED BRASS FAUCET, BACK MOUNTED, VANDAL RESISTANT 2.0 GPM FLOW REGULATOR, CHROME PLATED WRIST BLADE HANDLES AND GOOSENECK FAUCET. 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. BASIS OF DESIGN SINK - ELKAY - CHS -1716 FAUCET - CHICAGO -631 SUPPLIES - MCGUIRE - 2165CC MS -1 MOP SINK FLOOR MOUNTED PRECAST TERRAZO WITH STAINLESS STEEL CAP, 24" X 24" X 12", WITH TILING FLANGES ON ADJACENT WALLS. DRAIN BODY SHALL BE STAINLESS STEEL CAST INTEGRAL. PROVIDE WITH STAINLESS STEEL WALL PANELS. SERVICE FAUCET SHALL BE CHROME PLATED WITH RENEWABLE SEATS IN MONEL, VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE WALL BRACE, PAIL HOOK, AND 3/4" HOSE THREAD ON SPOUT. 36" HOSE WITH 3/4" CHROME COUPLING AND WALL BRACKET. BASIS OF DESIGN SINK - WILLIAMS SB -902 -BP FAUCET - CHICAGO - 897 HOSE - WILLIAMS - T-35 HB -1 HOSE BIBB EXPOSED BRASS HOSE BIBB, VAFI 1414 BREAKER BACKFLOW PREVENTER, 3/4" FEMAL F PIPE THREAD CONNECTION AND WHEEL HANDLE, BASIS OF DESIGN WOODFORD 243/4" EWC-1 ACCESSIBLE ELECTRIC WATER COOLER TYPE 304 STAINLESSS STEEL DRINKING FOUNTAIN POLISHED TO A #4 SATIN FINISH WITH DUAL HEIGHT RECEPTOR, SELF CLOSING FRONT MOUNTED PUSH BUTTON TYPE BUBBLERS, STRAINER AND TAILPIECE. FULLY RECESSED REFRIGERANT CHILLER UNIT CAPABLE OF 8 GPH OF 5UF AT AN AMBIEMT TEMPERATURE OF 90 'F. ELECTRICAL CHARACTERISTICS - 115V AC, 60HZ, SINGLE PHASE. CHROME PLATED 17 GAUGE 1-1/4 X 1-1/2 BRASS P -TRAP WITH CLEANOUT. 1/2" INCH I.P.S. CHROME PLATED SUPPLY AND WALL FLANGE. INSTALL WITH LOWER BUBBLER 36" ABOVE FINISHED FLOOR. BASIS OF DESIGN FOUNTAIN - OASIS M8SCPM TRAP - MCGUIRE - 8902 SUPPLY - MCGUIRE 2165 (1/2 -IPS) TP -1 AUTOMATIC TRAP PRIMER VALVE MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "O" RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO 4500 F. INLET OPENING SHALL BE 1/2 -INCH MALE NPT, OUTLET SHALL BE 1/2 -INCH FEMALE NPT. TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED NEAR A FIXTURE. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS ALTERNATE TRAP PRIMER SHALL BE PERMITTED IN RESTROOM LOCATIONS WITH LAVATORIES CHROME PLATED P -TRAP, 17 GAUGE, WALL ESCUTCHEON AND PRIMER TUBE. J.R.SMITH 2698 "PRIME EZE CO CLEANOUTS GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET. FLOOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP CARPETED FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR CARPET. TILE FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR TILE. EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP. WALL: CAST IRON CLEANOUT TEE, CADMIUM PLATED CAST IRON COUNTERSUNK PLUG, SMOOTH SQUARE NICKEL BRONZE WALL ACCESS COVER AND FRAME. BASIS OF DESIGN FLOOR - ZURN - ZN-1400 CARPETED FLOOR - ZURN - ZN-1400-CM TILE FLOOR - ZURN - ZN-1400-TX EXTERIOR FLOOR - ZURN - ZN-1400-HD WALL - ZURN - Z-1441 FD 1 FLOOR DRAIN COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE TYPE "B" NICKEL BRONZE STRAINER, 6" ROUND TOP, TAPPED FOR TRAP PRIMER CONNECTION. BASIS OF DESIGN ZURN - ZN-415-B-P FD 2 FLOOR DRAIN (9" FLUIDS ROOM) COATED CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND COMBINATION INVERTIBLE MEMBRANE CLAMP AND FRAME FOR 9" ROUND HEAVY DUTY NICKEL BRONZE SLOTTED GRATE WITH SEDIMENT BUCKET BASIS OF DESIGN DRAIN - ZURN - ZN-508-Y _TD -1 TRENCH DRAIN FIBERGLASS TRENCH DRAIN WITH PRE -SLOPE BOTTOM CHANNEL, TRENCH SHALL HAVE DUCTILE IRON FRAMEWORK WITH 12" WIDE HEAVY DUTY TRAFFIC RATED DUCTILE IRON GRATE. 10' ACTUAL CHANNEL LENGHTS BASIS OF DESIGN TRENCH DRAIN - Z812 GRATE -TYPE "C" DUCTILE IRON PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION CD - ABOVE GROUND CONDENSATE DRAIN ---- CD---- - BELOW GROUND CONDENSATE DRAIN CA - COMPRESSED AIR - - - DOMESTIC COLD WATER -- - DOMESTIC HOT WATER --- - DOMESTIC HOT WATER RECIRCULATING GR - KITCHEN WASTE (GREASE) S - ABOVE GROUND SANITARY ---- S ---- - BELOW GROUND SANITARY - - - - - - - - - - - - - - SANITARY VENT ST - ABOVE GROUND STORM ---- ST ---- - BELOW GROUND STORM STO - OVERFLOW STORM DRAIN ---- STO --- - BELOW GROUND OVERFLOW STORM �M - WATER METER �i-IS - HOSE BIBB OR WALL HYDRANT C011 - CLEAN OUT PLUG CO I L 0 CO - WALL CLEANOUT - FLOOR CLEAN OUT FD W FD ®C - FLOOR DRAIN (0) - ROOF DRAIN FS E - FLOOR SINK - SHUT-OFF VALVE IN VALVE BOX - SHUTOFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - PRESSURE REDUCING VALVE - SOLENOID OPERATED VALVE - REDUCED PRESSURE BACKFLOW PREVENTER - RELIEF OR SAFETY VALVE IG - SHUTOFF VALVE ON RISER T - CONNECTION, TOP Y - CONNECTION, BOTTOM G - ELBOW, TURNED DOWN n - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN C - CAP - DIRECTION OF FLOW �-- - CONNECT TO EXISTING �- - DEMOLISH TO POINT INDICATED REVISION REFERENCE - DETAIL REFERENCE: TOP -DETAIL#, 8 BOTTOM -DRAWING# SHOWN ON PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION AFF - ABOVE FINISH FLOOR CA - COMPRESSED AIR CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO - CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DN - DOWN DS - DOWNSPOUT DWG - DRAWING EXIST - EXISTING 'F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FS - FLOOR SINK GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN HW - DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RECIRCULATING IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS - POUNDS MH - MANHOLE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NTS - NOT TO SCALE OD - OUTSIDE DIAMETER PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF - SQUARE FEET SH - SHEET ST STORM STO - OVERFLOW STORM DRAIN V - VENT VAC - VACUUM VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR - WATER ELECTRIC WATER HEATER SCHEDULE SYMBOL BASIS OF DESIGN RECOVERY (GPH)@50'F KW VOLTAGE STORAGE GALLONS STORAGE TEMP('F) SIZE (D"xH") REMARKS EWH-1 LTK052KK 37 GPH 4.5 208/3/60 50 120 2206 P 7.1 PLUMBING DETAILS YES SA 1 SHOCK ARRESTER PISTON OPERATED, TYPE "K" COPPER BARREL WITH BRASS THREADED ADAPTOR. ALL JOINTS SHALL BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH TWO (2) "0" RINGS TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE. ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE NOTE: SHOCK ARRESTORS SHALL BE PROVIDED AT ALL FIXTURES AND BATTERIES OF FIXTURES WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS - SC SERIES ESE -1 EMERGENCY EYE WASH/SHOWER FLOOR MOUNTED SHOWER AND HAND/PEDAL OPERATED EYEWASH WITH STAINLESS STEEL BOWL, PIPING SHALL BE HEAVY WALL SCHEDULE 80 HOT DIPPED GALVANIZED STEEL, YELLOW PLASTIC ABS SHOWER HEAD, DUAL STREAM EYEWASH HEADS, FLOAT OFF COVERS SECURED WITH CHAIN. VALVES SHALL BE CHROME PLATED BRONZE STAY OPEN BALL VALVES WITH CHROME PLATED BALL, STAINLESS STEEL PULL ROD/PUSH PLATE AND FOOT TREADLE WITH ACTUATION GRAPHICS. EYEWASH UNIT SHALL BE PROVIDED WITH SELF ADJUSTING REGULATORS. BASIS OF DESIGN COMBINATION SHOWER/EYEWASH - ENCON MODEL 01050234 SH 1 ACCESSIBLE SHOWER ENCLOSURE 36" X 36" X 80-1/2' SHOWER ENCLOSURE MOLDED FROM SINGLE SHEET OF ACRYLIC WITH NO SEAMS OR JOINTS, UNIT SHALL HAVE A BACKSIDE FIRE RATING OF "A" AND FLAME SPREAD OF LESS THAN 25. INSTALL UNIT IN PIT 2" DEEP FOR FINISHED FLOOR LEVEL WITH TOP OF THRESHOLD. PROVIDE WITH FOLLOWING OPTIONS: STAINLESS STEEL GRAB BAR, WALL BRACKETS FOR HAND HELD SHOWER AND CURTAIN ROD REINFORCED WITH BRACKETS, MOLDED SOAP TRAY, BRASS DRAIN WITH S.S. STRAINER AND FOLD DOWN SEAT. ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI -METAL THERMOMETER WITH STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME PLATED TRIM. HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN-LINE VACUUM BREAKER. SHOWERHEAD WITH MAX. 2.5 GPM FLOW REGULATOR. BASIS OF DESIGN SHOWER STALL -AQUARIUS MODEL S-4136 BF VALVE AND SHOWER HEAD SYSTEM- SYMMONS-1-25VT- FS- B30 WH -1 WALL HYDRANT GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH 2004 FLORIDA PLUMBING CODE. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 12. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 13. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 14. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 15. MOUNT HOSE BIBBS & WALL HYDRANTS 18" ABOVE FINISHED GRADE. 16. PROVIDE CLEANOUTS IN ACCORDANCE WITH FLORIDA PLUMBING CODE. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 17. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET ' FLOOR DRAINS FLUSH TO FINISHED FLOOR. 18. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 19. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 20. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. PLUMBING DRAWING INDEX SHEET DESCRIPTION ISSUED P 0.1 PLUMBING LEGEND, GENERAL NOTES AND PLUMBING FIXTURE SCHEDULES YES P 2.1 SANITARY PLAN 1ST FLOOR YES P 2.4 PLUMBING PLAN ROOF YES P 3.1 PLUMBING SITE PLAN YES P 5.1 PLUMBING ISOMETRICS YES P 7.1 PLUMBING DETAILS YES FREEZE PROOF ENCLOSED WALL ANTI -SIPHON WALL HYDRANT COMPLETE WITH BRONZE CASING, VACUUM BREAKER, ALL BRONZE INTERIOR PARTS AND NON TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE. WATER BOX DOOR SHALL BE BRASS CASTING WITH CHROME FINISH AND OPERATING KEY. BASIS OF DESIGN WOODFORD MODEL B65 WC- ELECTRIC WATER COOLER TYPE 304 STAINLESSS STEEL DRINKING FOUNTAIN POLISHED TO A #4 SATIN FINISH WITH SINGLE RECEPTOR, SELF CLOSING FRONT MOUNTED PUSH BUTTON TYPE BUBBLER, STRAINER AND TAILPIECE. SURFACE MOUNTED REFRIGERANT CHILLER UNIT CAPABLE OF 8 GPH OF 50'F AT AN AMBIEMT TEMPERATURE OF 90'F. ELECTRICAL CHARACTERISTICS - 115V AC, 60HZ, SINGLE PHASE. WATERSENTRY VII FILTER WITH 1,500 GALLON CAPACITY TO REMOVE CYSTS, LEAD AND CHLORINE. CHROME PLATED 17 GAUGE 1-1/4 X 1-1/2 BRASS P -TRAP WITH CLEANOUT. 3/8 INCH I.P.S. CHROME PLATED SUPPLY WITH LOOSE KEY STRAIGHT STOP AND WALL FLANGE. BASIS OF DESIGN FOUNTAIN - ELKAY - LZS-8 TRAP - MCGUIRE - 8902 SUPPLY - MCGUIRE 158LK RD -1 ROOF DRAIN MAIN ROOF DRAIN, COATED CAST IRON BODY WITH EXTENSION, ROOF SUMP RECEIVER AND UNDER DECK CLAMP. DRAIN SHALL HAVE COMBINATION MEMBRANE FLASHING CLAMP/GRAVEL STOP AND GALVANIZED CAST IRON DOME, BASIS OF DESIGN ZURN - ZC-100-ERC PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND•FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 INTilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 PH- 407.237.6122 ENG I N E E R I N G WWW.tic-ongineers.com FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 L > } � m rnTj Qi C U� V C C 0 RS 00 � O Li) I` Um Clifton John Alford, P.E. Florida License #46515 S EAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE-- THIS OTETHIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVLIK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: NOTES INDEX LEGEND DRAWING NUMBER: P o.1 _0 I- LP C� 0 0 00 0 0 Q0 -C� n O U7 a. Lil m to _a CD 0 cn Q. .w�0 -�D C - q 0 U 1 /811 = 1'-o" 11 P A V L I K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com mm -0 un ia! Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING WConsortium, Inc. 1053 N. ORLANDO AVE. 0 SUITE 3 0 MAITLAND • FLORIDA 32751 TEL: 407-629-4288 N FACSIMILE 407-629-1656 0 EB# 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 Pl+ 407.237.6122 E N 6 1 N E E R I N G www.tic-ongineers.com FOR ARCHITECTURE EB #0000015 TLC N0: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 Lm > 00 L— (D 4) LL Q5.1f �v a)'0 C C: co 0 C/) 4)co) Lo 0 ti LL Clifton John Alford, P.E. Florida License #46515 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE* THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE. DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABIUTY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: FLOOR PLAN PLUMBING DRAWING NUMBER: P 2.1 -C) 0 c -C 0 _5 0') 0 �6 cc 0 0 N CL W (D V) "ll CL LJ 0 O cn 0 n CO r -- CD U) -0 0 0 (D N C) O 0 _0 O w CJ �E: CJ 1 N SITE PLkN PLUMBING SCALE: 1" = 30'-0" n1m COMPRESSED AIR RISER DIAGRAM No Scab ... �Ci of Sanford Utility DealrtmentCID Sampling Box (DIRAWNVG . t � 1s NOT TO scats} CD QLAXJ VIEW IEP Vlx 3► Q' X6 GOA+A�C�AI, e�paTraator � ESTAWSWAENT orC7 W --- N r-• ilztelFteritor f,,.•^' m r.•� 7i1 Box enAMHOlf COV 1F® DEPTH V ILLABEL AS L VARY ACCORDING TO "SANLABEL Sox" TME DEPTH OF TM SEWER SERVICE • ti _ _ _ _ � 5EG'TI4N � minftmo d" k!lBdER 84011 TYPE 'lop, ts,. .` •:. • t . _ _ i 1 fie' t :. .r -i ;•oti ...i.j S- :-i"^i5' •.. ";D'•. *e .. L°:T'.:iv'•., ..,, .-:: A.', aY+. n, `i'l ��, :.'�r:. .r.. .,7,, , :aC+'.., ,. ... •' SAMPLING BOX DETAIL No Scala n im m in au 018 PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com jM—Ma W�.o 0 2% KE&H !! Building Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 E URBAN DESIGN PLANNING ENGINEERING 11 SKConsortium, Inc. 7053 N. ORLANDO AVE. 8 SUITE 3 • MAITLAND• FLORIDA 32751 TEL: 407-829-4288 ■ FACSIMILE 407-829-1858.• EB/ 7080 Tilden Lobnitz Cooper 255 S. Orange Avenue Orlando, Florida 32801 Pl+ 407.237.8122 E N G 1 N E E R I N G WWW,tIc-engineers.com FOR ARCHITECTURE EB #0000015 TLC NO: 107630 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 4 UTILITIES DEPARTMENT COMMENTS 07.80.08 4 : -6 5; }i m vi � LL V a) U� �v cc ■ 0cc ) F- a L um Clifton John Alford, P.E. Florida License #46515 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSNELY TO PAVLIK DESIGN TEAM—ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NAME: PLUMBING SITE PLAN DRAWING NUMBER: P 3ml v 0 A ... ..... ........ . .... . .. ...... . ti . .... ... .... SITL 'PLAN PLUMBING SCALE: 1" = X-C P A V L I K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 .... .........-__._._.__ ... .... 1 -1-11- .J..,u w. .w I ----__._-_.-L.....L_.....- . WATER SUPPLY TO FIXTURE TRAP PRIMER VALVE ROOF (MAXIMUM OF 8 DRAINS) 1j2 "PRECISION PLUMBING PRODUCTS" ---- .----- BUILDING System No. C -AJ -5001 '�"` STRUCTURAL (Formerly System No. 91) BEAM F Rating - 1-1/2, 2 and 3 Hr. (See Item 4) T Rating - 0, 1/2, 3/4 and 1 Hr. (See Item la and 4) SCORIATED CLEANOUT COVER L Rating At Ambient - 2. CFM/sq.ft. 18"08"x4" THICK (ZURN - 7--1406) L Rating At 400°F - less than 1 CFM/sq.ft. DISTRIBUTION UNIT CONCRETE COLLAR REQUIRED WHEN USED IN AREAS W/NO SLAB PROVIDE WELDED I -BEAM 2 FOR MORE THAN ONE SUPPORT TO STRUCTURE A FLOOR DRAIN - - CLEANOUT PLUG W 3 4 B T PROVIDE FLEXIBLE HOSE .... R n TO CONNECT TO HOSE REELS --- . ,; •. • „ �- FROM PIPING SYSTEM - • ® 2 ®. ,.•.a.+.": •` : 1j2' AIR AND WATER HOSE REELS ---W - �D4 A (OWNER FURNISHED) 4)B 1 FINISHED FLOOR A COMBINATION WYE T _ & 1/8TH BEND ADJUST HOSE Tn KEEP DEVICE SECTION A -A AT 6'-0' A,F,F, FLOOR DRAIN 1. Floor or Wall assembly Min, 2- 1/2" thick reinforced lightweight or normal weight (100-150) pcf concrete. Wall may also be constructed of .'ami°^r: e°7: j:..•ur•:: '.'•:.. `_.'.' "<... } °A .° e -a!• <.'v.;:ra�. any UL Classifed Concrete Blocks*. Max. diameter of opening is 18". See y:° Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufatureres. P -TRAP 1/2 " TYPE "K" SOFT SEAMLESS COPPER 1A. Steel Sleeve - Optional, not shown) - Nom. 10" (or smaller) Schedule WITH NO JOINTS BELOW FLOOR SLAB. 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. SLOPE AT 1/8 " PER FOOT MINIMUM TO Sleeve may extend a max, of 2" above top of floor or beyond either surface FLOOR DRAIN CONNECTION. of wall. T Rating is 0 Hr. when sleeve is used. 2. Through Penetrants - Nom. 4" dia. (or smaller) type L (or heavier) copper pipe, nom. 12" dia. (or smaller) service weight (or heavier) cast iron soil pipe, nom. 12" dia, (or smaller) class 50 (or heavier) ductile iron pressure pipe or nom. 12" dia, (or smaller) Schedule 10 (or heavier) steel pipe centered in -- - - the opening and rigidly supported on both sides of the floor or wall assembly. TRAPPRIMER 6 EXTERIOR CLEANOUT HOSE REELS 3. Pipe -Covering* - Nom. 1/2 to 2" thick hollow cylindrical heavy density No Scale No Scale No Scale (min. 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied TO HOSE REELS self-sealing lap tape., Transverse joints secured with metal fasteners or with butt strip tape supplied with the product. See pipe and equipment. covering - Materials*(BRGU) category in Building vALvE Materials Directory for names of manufacturers. Any pipe covering material ELIEF meeting the above specifications and bearing the UL Classification working R with a Flame Spread index of 25 or less and a Smoke Developed Index of 0GUU� DOUBLE TWO-WAY CLEANOUT 50 or less must be used. 24" DIA, PRECAST4, Firestop System - The details of the firestop system shall be as follows: MANHOLE BARREL NEENAH NO. R-1593 24' HEAVY DUTY MANHOLE SECTION AND GRADE A. Packing Material - Nom. 1" thickness of firmly packed mineral COVER & FRAME, FLUSH WITH GRADE RINGS,AS REQUIRED FINISHED GRADE wool batt insualation used as a permanenet farm. packing material to he recessed from top surface of floor or above or from both surfaces of LUBRICATOR as required to ocommodate the required thickness of caulk. fill -- AIR material (item b). I....E. OIL - - B. Fill, Void or Cavity Material* -Caulk -Applied to fill the annular III �, �_ III _ = space flush with top surface of floor or sleeve or flush with both r:=pII11RI — _ surfaces of wall. When nom. pipe covering thickness is 2", min. ® —�1"I- _�__ :III==III_ III- thickness of caulk fill material is 2". When nom. pipe covering thickness is 1-1/2" or less, min. thickness of caulk fill material is 1". The T- hourly F and T Ratings of the firestop system ore dependent upon the CAST IRON TEE W/ ®as thickness of the floor or wall, the size of pipe, the thickness of pipe CLEANOUT PLUG covering material and the size of the annular space (between the pipe -- `� ��ALh"L'' INLET - covering material and the edge of the circular through opening), as -/ G E _ . �-"'.`��.•- IPI P _._.._. _ _—_ __._._._ OUTLET shown in the following table: P RELIEF DRAIN GOPPE PLS WATER LEVEL GROUT DRAIN ES�URESI�E DE LSE � ��P � ( ) VALVE PR FILL, Ih1 VA CONCRETE BAFFLE Min. Floor Nom. Pipe P AQP PING E �Ii� GRA ED Or Wall Max. Pipe Covering Annular F Rating, T Rating, E TEOUTEAI� TA LvA�IZ z CAST IRON QUARTER BEND — Thickness, In. Dia. Thickness, In. Space, In. Hr. Hr. A� G TA GAVA N 2-1/2 4 1 OR 1-1/2 1/2 TO 2-3/8 2 1 A� E'DOR R N►0S � „ IGS N PA `� - 4-1/2 4 2 1/4 TO 3-5/8 2 1-1/2 TO FL THER 112 PRA 2-1/2 12 1 1/2 TO 1-1/2 2 1/2 Lli 5TE � 4 1/2 12 1 1/2 TO 2-3/8 3 1 SAND CUSHION 2-1/2 12 1/2 1/2 TO 2-3/8 2 0 z m��_�.-•- //' Ali - - w PAG FLOC Minnesota Mining and Manufacturing Co. - Cp 25WB+. �G OR�E - _ PIP E 1000 GALLON PRECAST TO *Beoring the UL Classification Marking RETE TERCEPTOR HIGH i GRAD � ✓ WIITHC STEELINREINFORCING LOOK #3 BARS, 6" ON CENTERS F BOTH DIRECTIONS, PER ASTM C-478 STANDARDS AND WITH H-20 LOADING ELECTRIC WATER HEA-I"FER OIL/WATER INTERCEPTOR 6 OIL DELIVERY PUMPS 3 WALL/FLR-CO NC -I N SU LATE D- PI PE -2/3/4 HR No Scale No Scale REFER TO CIVIL ENGINEERING PLANS FOR LOCATION N® Scale System No. C -AJ -5001 24 DIAMETER, HEAVY DUTY SOLID MANHOLE COVER AND FRAME EQUAL STRUCTURE CK SUPPLY VALVE 24" DIAMETER PRECAST TO NEENAH R -1792 -FL --- NO THE OPEN POSITION --- BUILDING DOWNSPOUT,. SEE ARCH. CONCRETE MANHOLE BARREL SECTION OR GRADE RINGS 6" THICK CONCRETE PAD PIPE SUPPORTS (TYP) DRAWINGS FOR DETAILS PAVING OR FINISH GRADE STAY OPEN BALL VALVE — 1 1/4" CW SUPPLY a®, - SHOWER HEAD _IBI—III—I I—I I—I I a 0—I I-0 I I—I 10—III—I I—III—I I h I� SEE FLOOR PIAN I-1 I I-1 I I I I I-1 I I--1 I I I I hI I I-1 I I-1 I_I-III®III-1 I I-- FOR CONTINUATION _ CAST IRON DOWNSPOUT BOOT 0l T AND INVERTS •' • ` ® 2" AIR GAP A 14 PULL ROD _ 450 DRAINAGE FITTING - GROUT 2" MIN. OUTLET EYEWASH - FINISHED GRADE • HAND LEVER -- 550 GALLON SAND &GRIT INTERCEPTOR: WATER _ LEVEL PRE -CAST CONCRETE, STEEL REINFORCED m FOR 11-20 LOADING. ASTM C-890 AND C-913 6%6" OPENING :.• 1 I, , , INSTALL .APPROPRIATE FITTINGS CONCRETE •a I TO SET INVERT AS INDICATED BAFFLEON DRAWINGS SAND 3/8"x3 1/2" 316 SST ®. COLLECTION ANCHOR BOLTS AREA �, — GROUT, WATER TIGHT 6> SAND - - .• � � ". FINISHED FLOOR CUSHION ,,:• . v: . e, ,+. ..... .. . o . .y.; , :.r: ° .z^ ..x.e"Try: •.a_•:..e•; -'ep�; ve •``: is C C :;<'• {f. SEE PLANS FOR PIPE SIZE - a �w :.AA'", o :6�• .. • •,•r . '•99 ...a ltle•n .ti .. .. ,.. � ..'':5 •' :e •e SANDINTERCEPTOR EMERGENCY SHOWER/EYEWASH DOWNSPOUT 8 No Scale No kale No kale Clifton John Alford, RE, Florida License #46515 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSNELY TO PAVLIK DESIGN TEAM—ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. PROJECT NUMBER: DRAWING NUMBER: P 7A IN 0 14_.... C_ 5. n cx0 L.7 CD 0 0 C-) 0 N N c� c:a cn LL 01 ru a� cn i LL -1 I c� 0 0 Ci cn i 1 m v� I 0 r� c� 0 In D I 0 O N cn ..n 0 0 z) a 0 �a N PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com 9 Building Caroup BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • E9# 7080 DRAWING ISSUE FIRE PROTECTION LEGEND GENERAL NOTES System No. C -AJ -1044 DESIGN DEVELOPMENT ISSUE 03.28.08 SYMBOL DESCRIPTION 05.12.08 (formerly system no. 319) F Rating - 2, 3 and 4 Hr (see items 2A and 4) T Rating - 0 Hr el(K OR O% - CONTROL VALVE W/TAMPER SWITCH 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 14, 20, 24 AND 2004 FLORIDA L Rating At Ambient - 2 CFM/sq ft Z - CHECK VALVE FIRE PREVENTION CODE. L Rating At 400 F -less than 1 CFM/sq ft 0* - FLOW SWITCH 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. e<K PIV - POST INDICATOR VALVE W/TAMPER SWITCH 2 1/2" X 2 1/2" X 4" F.D.C.(U,L./F.M.) SUPPLY TO 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE A 4 4 1 WITH ROUGH CHROME PLATED UPPER FLOORS TO FIRST FLOOR SPRINKLER SYSTEM -CRkV*0- - BACKFLOW PREVENTOR W/TAMPER SWITCHES ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY BODY AND POLISHED CHROME TRIM INSTALLATION. . o p ' •, .4 FLOW SWITCH °-° O - HYDRAULIC REFERENCE NODE 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR V1. o ° "•'p °-° 0-0 CHECK VALVE W/ - NEW SPRINKLER PIPING TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND L ESCUTCHEON LETTERING "AUTO. DRAIN VALVE AND COORDINATION WITH OTHER TRADES. LL SPKR" j GAGES F.C. I- -FLUSHING CONNECTION L _I_ L LLL LLLLLLLLLLL INSTALL BALL DRIP IN ° - REVISION REFERENCE 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. LLLLLL 3 GRADE HEAVY DUTY METER BOX 0-0 2 - DETAIL REFERENCE: TOP -DETAIL#, 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND A FP -1 BOTTOM -DRAWING# SHOWN ON HEIGHTS. 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES SECTION A -A° ° AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 POUR 18" X 18" X 6" AND THE LISTING OF THE SPRINKLER. CONCRETE PAD, FLUSH p PIPE DRAIN TO •:��^•.:.• WITH GRADE `' , EXTERIOR ON CONTROL VALVE W/ 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT 1. floor or wall assembly - lightweight or normal weight (100-150pcf) ":: SPLASH BLOCK TAMPER SWITCH AS REQUIRED. concrete. except as noted in table under item 4, min thickness of solid concrete floor or wall assembly is 4-1/2". floor may THRUST BLOCK 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE also be constructed of a mina 6" thick. ul classified hollow core INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW precast concrete units*. when floor is constructed of hollow core BALL -DRIP SUPPLY PIPE ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE precast concrete units, packing material (item 3) and caulk fill material (item 4) to be Installed symmetrically on both sides of �4" JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM 6" DEPTH OF CRUSHED STONE OF THE FIRE PROOFING. floor, flush with floor surface. wall assembly may also be constructed of any ul classified concrete blocks*. max. dia. of opening is in solid 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS lightweight or normal weight concrete. floor is 32 max. dia. of opening in floor constructed of I-cllaw--core precast concrete units is 7". WITH U/I_ LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL. BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. see concrete blocks (cazt) and precast concrete units (cftv) categories in the fire resistance directory for names of manufacturers. 11, PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. 1A. steel sleeve - (optional, not shown) - max. 15" id (or smaller) schedule 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. sleeve may extend a max. of 2" above top of floor or beyond either surface of wall. max. 16" id (or smaller) min. 0.028 wall thickness (or heavier) 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND galvanized steel sleeve cast or grouted into floor or wall assembly. sleeve SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER may extend a max. of 1/2" beyond either surface of floor or wall. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND 2. through - one metallic conduit or tubing to be installed FIRE SPRINKLER LEGEND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. penetrants pipe, either concentric ally or eccentric ally within the firestop system. max. REMOTE FIRE DEPT. CONNECTION2 SPRINKLER RISER - WET PIPE SYSTEM 1 14. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, annular space between pipe, conduit or tubing and edge of through opening NO Scale NO Scale ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE SYMBOL ORF TEMP RESPONSE K -FAC FINISH MODEL STYLE PLATE MFG. or sleeve is dependent on the parameters shown in item 4. min. annular space FLOOR. • 1/2" 155' QUICK 5.62 CHROME F1 FR RECESSED CHROME RELIABLE between pipe or conduit and edge of through opening is 0". (point contact). pipe conduit or tubing to be rigidly supported on both sides of floor or 15. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT PANELS TRANSFORMERS ETC. PRIOR (PANELS, , ) O „ �/a 155' QUICK 8.0 BRASS F1 FR UPRIGHT NONE RELIABLE wall assembly. the following types and sizes of metallic pipes, conduits or TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY �( �/a" 155' QUICK 8.0 BRASS F1FR UPRIGHT HD /GD RELIABLE tubing may be used: CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. A. steel pipe - nom. 30" dia. (or smaller) schedule heavier) steel pipe B. iron pipe -nom. 30" dia. (or smaller) cast or ductile iron pipe FIRE PROTECTION FLOW TEST DATA 16, ROLL GROOVED AND CUT GROOVED COUPLINGS AND FITTINGS SHALL BE PROVIDED BY A C. conduit - nom. 6" dia. (or smaller) rigid steel conduit SINGLE MANUFACTURER, NO EXCEPTION. D. conduit - nom. 4" dia. (or smaller) steel electrical metallic tubing E. copper tubing - nom. 8" dia. (or smaller) type I (or heavier) copper tube STATIC HYDRANT - 750 TOWNE CENTER BLVD FLOW HYDRANT - TOWNE CENTER CIRCLE 17. ALL DRAIN PIPING AND FITTINGS SHALL BE GALVANIZED COATED, BOTH INSIDE AND OUTSIDE F. copper pipe - nom. 6" dia. (or smaller) regular (or heavier) copper pipe STATIC - 60 PSI FLOW - 1110 GPM DATE - 4-23-2008 OF THE PIPE AND FITTINGS. RESIDUAL - 44 PSI TIME - 11:00 AM 18. THE CONTRACTOR SHALL INSURE THAT ALL SECTIONS OF PIPING SHALL BE DRAINABLE. 3. packing material - polyethylene backer rod or nom. 1" thickness of tightly PROVIDE ADDITIONAL DRAINS AND PLUGS AS REQUIRED BY NFPA 13. packed min.eral wool batt or glass fiber insulation firmly packed into opening as a permanent form. packing material to be recessed from top INSPECTOR'S TEST AND DRAIN surface of floor or from both surfaces of wall as required to accommodate "SURETEST" WEATHER PROOF the required thickness of caulk fill material (item 4). TAMPER SWITCH (U. L./F. M.) ADJUSTABLE POST IN VALVE LOCATION - AT HYDRAULIC REF POINT A SEE PLANS. 4. fill, void or cavitymaterial* - caulk - applied to fill the annular space PP p ELEV 7'-0" MAX. (U,L./F.M.) STOCKHAM G-951 OR TEST CONDUCTED BY - TERRY M. JAMES - FIRE INSPECTOR - SANDFORD FIRE DEPARTMENT NOTE: flush with top surface of floor. in wall assemblies, required caulk thickness EQUAL THE FIRE PROTECTION SYSTEMS AND INFORMATION SHOWN WITHIN THESE DRAWINGS to be installed symmetrically on both sides of wall, flush with wall surface, AND THE SPECIFICATIONS, REPRESENT THE DESIGN INTENT OF THE ENGINEER OF at point contact location between penetrant and sleeve or between penetrant INSTALL WITH RECORD. THESE DRAWINGS AND SPECIFICATION ARE IN COMPLIANCE WITH STATE RULE and concrete, a min. 1/4" dia. bead of caulk shall be applied at top surface WINDOW 30" A.F.G. GRADE WAITING AREA: 61G15-32. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT LAYOUT pipe conduit or tubing to be rigidly supported on both sides of floor or wall DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR PERMITTING AND REVIEW. THE of floor and at both surfaces of wall. the hourly f ratings and the min.EXTERIOR I I -III- III III- OCCUPANCY CLASSIFICATION: LIGHT HAZARD LAYOUT DRAWINGS SHALL BE IN COMPLIANCE WITH STATE RULE 61G15-32 AND NFPA required caulk thickness' are dependent upon a number of parameters, as WALL -) I I I I I I (�) I I ( SYSTEM TYPE: WET PIPE 13, 8-1, WORKING PLANS. shown in the following table: � MINIMUM 3FT. I I LL III- DGPM/SQ. FT GN NREMOTE min. floor nom. pipe tube _ COVER _III I I III -I HYDRAULIC AREA: 11500PSQ SPRINKLER ORIFICE SIZE: 1/2" or wall or conduit max. annular min. caulk f III INSTALL EXTENSIONS I I -III I DURATION OF SUPPLY: 30 MIN. FIRE PROTECTION DRAWING INDEX thickness, in, dia.., in. space, in. thickness, in. rating, hr. -III I -III- I I 111- SLEEVES AS REQUIRED MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. 2-1/2 1/2-12 1-3/8 1/2 2 PROVIDE SPLASH BLOCK HOSE STREAM ALLOWANCE: 100 GPM 2-1/2 1/2-12 3-1/4 1 2 SHEET DESCRIPTION ISSUED 4-1/2 1/2-6 1-3/8 1/4 (A) 2 STORAGE, MECHANICAL AND ELECTRICAL ROOMS: 4-1/2 1/2-12 1-1/4 1/2 347 OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 FS 0.1 FIRE SPRINKLERS NOTES, LEGENDS, INDEX AND DETAILS YES 4-1/2 1/2-20 2 1 3 4-1/2 1/2-20 2 1 3 STOCKHAM G-635 OR SYSTEM TYPE: WET PIPE DESIGN DENSITY: .15 GPM/SQ. FT. FS 2.1 1ST FLOOR FIRE SPRINKLER PLAN YES 4-1/2 1/2-12 3-1/4 1 3 G-632 GATE VALVE HYDRAULIC REMOTE AREA: 1,500 SQ. FT. FS 3.1 SITE AND MEZZANINE PLAN FIRE PROTECTION YES 4-1/2 1/2-6 1-3/8 1 (B) 4 SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60 - 90 MIN. (A) min. 2" thickness of mineral wool batt insulation required in annular space. MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. (B) min. 1" thickness of mineral wool batt insulation required in annular space. HOSE STREAM ALLOWANCE: 250 GPM on both sides of floor or wall assembly. min 1" thickness of caulk to be SERVICE BAY AREA: installed flush with each surface of floor or wall assembly. OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 TYPE:PIPE minnesota mining and manufacturing co. - cp 25wb+. DES GEN DENSITY: OT GPM/SQ. FT. *bearing the ul classification marking HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60-90 MIN. WALL/FLR - CONIC - PIPE - 2/3/4 HR INSPECTOR'S TEST - WET PIPE SYSTEM POST INDICATOR VALVE MAXIMUM COVERAGE/SPRINKLER ER HEAo' 2 0 GP FT. HOSE STREAM ALLOWANCE: 250 GPM System No. C -AJ -1044 No Scale No Scale 2ND FLOOR MEZANNINE MISCELLANEOUS TIRE STORAGE: OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 SYSTEM TYPE: WET PIPE DESIGN DENSITY: 0.20 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFICE SIZE: 5/8" ROD SIZES: DURATION OF SUPPLY: 180 MIN. FOR STANDARD CLEVIS TYPE HANGERS- MAXIMUM COVERAGE/SPRINKLER HEAD: 100 SQ. FT. PIPE SIZES 1" THROUGH 2" SIZE N"ROD HOSE STREAM ALLOWANCE: 250 GPM PIPE SIZES 21/2" THROUGH 31/2" SIZE 1/2" ROD PIPE SIZES 4" THROUGH 5" SIZE s/8" ROD PIPE SIZES 6" THROUGH 8" SIZE ROD • DENSITY BASED ON MISC. STORAGE WITH TIRES STORED NO GREATER THAN 5 FEET. FOR ADJUSTABLE BAND HANGERS - PIPE SIZES 1" THROUGH 4" SIZE -/$" ROD PIPE SIZES 5" THROUGH 8" SIZE 1/2" ROD DESIGN CRITERIA: THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS INSTALL CLAMP 2. NFPA 14, INSTALLATION OF STANDPIPES AND HOSE SYSTEMS AT PANEL POINTS 3. NFPA 24, PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES ALL HANGER COMPONENTS OF JOISTZ BEAM OR JOIST SHALL BE GALVANIZED COATED CLAMPS ON LOWER FLANGES OF BEAMS SHALL BE PERMITTED PIPE HANGER RING I.T.T. GRINNELL FIG. 69 ALL THREAD ROD OR EQUAL ADJUSTABLE CLEVIS B -LINE B3100 OR EQUAL HANGER - STEEL 6 No Scale PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com 9 Building Caroup BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • E9# 7080 N6#MnEd@fiilsdAA8W,,PPl E Florida License #55808 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. �:ZI�111Xir�,►l11�1:3�1:� DRAWING NAME: 11 FIRE PROTECTION LEGEND DRAWING NUMBER: FS 0.1 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 03.28.08 PERMIT SET ISSUE 05.12.08 N6#MnEd@fiilsdAA8W,,PPl E Florida License #55808 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, LLC. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN MAY RESULT IN LIABILITY APPLICABLE BY LAW. �:ZI�111Xir�,►l11�1:3�1:� DRAWING NAME: 11 FIRE PROTECTION LEGEND DRAWING NUMBER: FS 0.1 0 0 00 0 0 ry c� Qo U) cv cn w rn .. o cn w w I a c� / E. E. 0 c 0 U) "m C7 Q0 f� 0 0 O / C) 0 0 cU CJ I 1-- N PAVLI K DESIGN TEAM ARCHITECTURE, LLC #AA0003391 6451 N. Federal Highway Suite 1000 Fort Lauderdale, FL 33308 Tel: 954 523 3300 Fax: 954 524 8370 www.pavlikdesign.com On zBlzj ■ 0 nu Bumildming Group BE&R Building Group 495 North Keller Road Suite 101 Maitland FL 32751 Tel: 407 659 8539 Fax: 407 831 8299 0 URBAN DESIGN PLANNING ENGINEERING SKConsortium, Inc. 1053 N. ORLANDO AVE. ■ SUITE 3 • MAITLAND FLORIDA 32751 TEL: 407-629-4288 ■ FACSIMILE 407-629-1656 • EB# 7080 m L N J -1-j� C U� 40- ca 0(/) 0 LO Clifton John Alford, P.E. Florida License #46515 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN. MAY RESULT IN LIABILITY APPLICABLE BY LW PROJECT NUMBER: DRAWING NAME: 1ST FL FIRE PLAN DRAWING NUMBER: FS 2.1 DRAWING ISSUE DATE PROGRESS SET 02.21.08 DESIGN DEVELOPMENT ISSUE 08.28.08 PERMIT SET ISSUE 05.12.08 m L N J -1-j� C U� 40- ca 0(/) 0 LO Clifton John Alford, P.E. Florida License #46515 SEAL: REVIEWED & APPROVED BY: PROJECT MANAGER INITIALS: SAS DATE: 05.12.08 NOTE: THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL BELONGING EXCLUSIVELY TO PAVUK DESIGN TEAM -ARCHITECTURE, U.C. UNAUTHORIZED USE, DISCLOSURE, DISSEMINATION, OR DUPLICATION OF ANY OF THE INFORMATION CONTAINED HEREIN. MAY RESULT IN LIABILITY APPLICABLE BY LW PROJECT NUMBER: DRAWING NAME: 1ST FL FIRE PLAN DRAWING NUMBER: FS 2.1 ........... �! 'I i 1, 1 .......... . L� �— -- ol O I -A Tj C) CJS Li Cn cll V) CL LJ 1. U) rn tll 0 rJ C ,7- � 0 0 0 W -L)